RFB951100-01 Post 13 Upper Parking Lot - Bid Drawings.pdf

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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A.01

TITLE SHEET

R

MOUNT PLEASANT, IA

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

DAS PROJECT #9511.00

MAY, 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 MOUNT PLEASANT

HENRY 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

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

LI

CE

NS

ED

PR

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

INDEX OF SHEETS

SHEET NUMBER SHEET TITLE REVISION ISSUE DATE

A.01 TITLE SHEET 0 04/07/2026

A.02 LEGEND 0 04/07/2026

B.01 TYPICAL SECTIONS 0 04/07/2026

B.02 TYPICAL DETAILS 0 04/07/2026

C.01 ESTIMATED PROJECT QUANTITIES 0 04/07/2026

C.02 ESTIMATE REFERENCE NOTES 0 04/07/2026

D.01 PARKING LOT LAYOUT 0 04/07/2026

D.02 PLAN & PROFILE - ENTRANCE DRIVE 0 04/07/2026

F.01 REMOVALS 0 04/07/2026

G.01 CONTROL POINTS & ALIGNMENT DATA 0 04/07/2026

J.01 STAGING 0 04/07/2026

L.01 JOINTING LAYOUT 0 04/07/2026

R.01 GRADING & EROSION CONTROL 0 04/07/2026

S.01 STOOP REPLACEMENT AND STOREFRONT MODIFICATIONS 0 04/07/2026

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

LI

CE

NS

ED

PR

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.

P25714

12/31/2026

SHEET S.01

CHRISTOPHER

L. MARTIN

P25714

CHRISTOPHER L. MARTIN

1300 S. GRAND AVE.

MT PLEASANT, IOWA 52641

04/20/2026

04/20/2026

/2

INDEX OF SHEETS

SHEET NUMBER SHEET TITLE REVISION ISSUE DATE

A.01 TITLE SHEET 0 04/27/2026

A.02 LEGEND 0 04/27/2026

B.01 TYPICAL SECTIONS 0 04/27/2026

B.02 TYPICAL DETAILS 0 04/27/2026

C.01 ESTIMATED PROJECT QUANTITIES 0 04/27/2026

C.02 ESTIMATE REFERENCE NOTES 0 04/27/2026

D.01 PARKING LOT LAYOUT 0 04/27/2026

D.02 PLAN & PROFILE - ENTRANCE DRIVE 0 04/27/2026

F.01 REMOVALS 0 04/27/2026

G.01 CONTROL POINTS & ALIGNMENT DATA 0 04/27/2026

J.01 STAGING 0 04/27/2026

L.01 JOINTING LAYOUT 0 04/27/2026

R.01 GRADING & EROSION CONTROL 0 04/27/2026

S.01 STOOP REPLACEMENT AND STOREFRONT MODIFICATIONS 0 04/27/2026

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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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

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

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

WW

BENCHMARK LOCATION

MONUMENT FOUND

CAST IRON MONUMENT

CONTROL POINT STONE MONUMENT

TRENCHLESS PIPE (PLAN VIEW)

TRENCHLESS PIPE (PROFILE VIEW)

ELECTRIC CAR CHARGE STATIONEV

H

F

CLVT

CO

B

B

AC

CP

L

C

E

G

H

U

S

D

W

MANHOLE-RECLAIMED WATERW

M

C

E

P

Y

WW

WS

V

V

U

TRASH

TILE

G

| 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

/2

EXISTING PAVEMENT, 5-6.5", REFER TO

GEOTECH REPORT AND G.01 FOR LOCATIONS

1 EXISTING PAVEMENT

NOT TO SCALE

18"

7'

R7-8 SIGN

VAN

ACCESSIBLE

2" SQUARE STEEL

POST (14 GAUGE)

4'

R7-8b

FOR VAN ACCESSIBLE

SPACES ONLY

2-1/4" OUTER

SOCKET

(12 GAUGE)

BOTTOM OF 2"

SQUARE STEEL POST

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 AT LANDING

NOT TO SCALE

2' DETECTABLE

WARNING

1.5% TARGET, 2.0% MAX

6 INCH CURB AT LANDING

SEE L.01 FOR TAPER ON RAMP

1/2" EXPANSION JOINT

AND POLYURETHANE SEALANT

SIDEWALK, PCC, 6 INCH

SUBBASE, MODIFIED, 4 INCH

PAVEMENT, PCC, 6 INCH

SUBBASE, MODIFIED, 6 INCH

12 INCH SUBGRADE PREPARATION

6 CLASS 'A' SIDEWALK AT RAMP

NOT TO SCALE

1.5% TARGET, 2.0% MAX SEE L.01 FOR TAPER ON RAMP1/2" EXPANSION JOINT

AND POLYURETHANE SEALANT

PCC, 6 INCH MIN.

SUBBASE, MODIFIED, 4 INCH

PAVEMENT, PCC, 6 INCH

SUBBASE, MODIFIED, 6 INCH

12 INCH SUBGRADE PREPARATION

7 CLASS 'A' SIDEWALK

NOT TO SCALE

1.5% TARGET, 2.0% MAX

1/2" EXPANSION JOINT

AND POLYURETHANE SEALANT

PCC, 4 INCH MIN.

SUBBASE, MODIFIED, 4 INCH

PAVEMENT, PCC, 6 INCH

SUBBASE, MODIFIED, 6 INCH

12 INCH SUBGRADE PREPARATION

TAPER2'

TAPER2'

1'

1'

DOWNSPOUT

BOOT ADAPTOR

EXISTING DOWNSPOUT,

LENGTH TO BE MODIFIED FOR

BOOT INSTALLATION.

CONTRACTOR TO VERIFY SIZE

PRIOR TO ORDERING BOOT.

CLEANOUT

2x MINIMUM CONCRETE ANCHOR BOLT

TO BRICK BUILDING. RUBBER SPACER OR

AS REQUIRED BY MANUFACTURER.

90 DEGREE SWEEP, OR

2x 45 DEGREE BENDS

4 INCH PVC TO DRAIN,

SEE PLANS FOR CONTINUATION

8 CASTIRON DOWNSPOUT BOOT

NOT TO SCALE

PARKING

VISITOR

R78PG SIGN

18"

7'

R7330 SIGN

2" SQUARE STEEL

POST (14 GAUGE)

4'

2-1/4" OUTER

SOCKET

(12 GAUGE)

BOTTOM OF 2"

SQUARE STEEL POST

2-1/4" OUTER SOCKET

TO BE 2-3" ABOVE

GRADE

9 SIGN INSTALLATION

NOT TO SCALE

CLEAN OUT 12" MINIMUM

ABOVE GRADE

12" MINIMUM COVER

ABOVE BOOT ADAPTOR

SEE PLANS FOR GRADE

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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B.01

TYPICAL SECTIONS

T

See Detail A or B

'C'

CONTRACTION JOINT

4'' ± 1

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

T/4 ± 1/4''.

A

A

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

A

A

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

L

TT/2

L/2

BAR PLACEMENT

(Applies to all joints unless otherwise detailed.)

See Detail C

T

'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

A

A

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

T

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

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)

T

'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''

2''

6"

6" STANDARD CURB

R 3"

R 3"

SHEET

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A M

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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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 (ALTERNATE A)

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

A1 7030-999-A REMOVAL OF STOOP FOUNDATION, INSTALL STOOP FOUNDATION AND SLAB LS 1

ESTIMATED PROJECT QUANTITIES - BASE BID

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

1 2010-C CLEARING, GRUBBING, AND LANDSCAPE REMOVALS LS 1

2 2010-D-1 TOPSOIL, ON-SITE CY 161

3 2010-E EXCAVATION, CLASS 10 CY 210

4 2010-G SUBGRADE PREPARATION SY 1418

5 2010-J SUBBASE, MODIFIED, 6 INCHES SY 1418

6 4020-E-1 TILE, TRENCHED, 4 INCH LF 60

7 4020-999-A DOWNSPOUT BOOT, CASTIRON LS 1

8 7010-A PAVEMENT, PCC, 6 INCH, C4-WR-C20 SY 1307

9 7030-A-1 REMOVAL OF SIDEWALK SY 90

10 7030-E SIDEWALK, PCC, 4 INCH SY 59

11 7030-E SIDEWALK, CLASS 'A', PCC, 6 INCH SY 39

12 7030-G DETECTABLE WARNING SF 12

13 7030-999-A REMOVAL OF STOOP SLAB LS 1

14 7030-999-A REPLACE STOOP SLAB ON EXISTING STOOP FOUNDATION LS 1

15 7040-H PAVEMENT REMOVAL SY 1309

16 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 2

17 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT EA 1

18 8040-A TRAFFIC SIGNS, ADA EA 1

19 8040-A TRAFFIC SIGNS, VISITOR, 12X18 EA 2

20 8040-D PERFORATED SQUARE STEEL TUBE POSTS LF 30

21 8040-G PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAKAWAY, 2 INCH EA 3

22 8040-I REMOVE SIGNS EA 4

23 8040-999-X SALVAGE AND REINSTALL MAILBOX EA 1

24 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN AC 0.3

25 9020-A SOD SY 230

26 9040-F-1 WATTLE, COMPOST/MULCH SOCK LF 1000

27 9040-F-2 WATTLE, REMOVAL LF 1000

28 11010-A CONSTRUCTION SURVEY LS 1

29 11020-A MOBILIZATION LS 1

30 11030-A MAINTENANCE OF POSTAL SERVICE LS 1

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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C.01

QUANTITIES

ESTIMATE REFERENCE INFORMATION

ITEM NO. ITEM

CODE DESCRIPTION

1 2010-C CLEARING, GRUBBING, AND LANDSCAPE REMOVALS

SEE SHEET F.01.

THIS ITEM INCLUDES THE REMOVAL AND LAWFUL DISPOSAL OF LANDSCAPE EDGER, RETAINGWALL BRICK, ROCK MULCH, AND PLANT MATERIAL AS IDENTIFIED ON SHEET F.01, AND REMOVAL AND REINSTALLATION OF THESE ITEMS AS REQUIRED FOR CONSTRUCTION OF OTHER ELEMENTS

IN THIS PROJECT.

ALL LANDSCAPING NOT IDENTIFIED FOR REMOVAL SHALL BE PROTECTED.

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 WITHIN THE RIGHT-OF-WAY 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 6500 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 = 77 CY, RAW FILL = 212 CY, ADJUSTED FILL (1.35 FACTOR) = 287 CY

NET EARTHWORK = 210 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.

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.

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 4020-E-1 TILE, TRENCHED, 4 INCH

THIS ITEM IS FOR CONNECTION THE DOWNSPOUT BOOT TO THE EXISTING PIPE AS SHOWN ON SHEET D.01. PIPE MATERIALS SHALL COMPLY WITH SUDAS 4020 2.01E POLYVINYL CHLORIDE PIPE, OR 2.01F HIGH DENSITY POLYETHYLENE PIPE.

NATIVE BACKFILL SHALL BE FREE OF MATERIAL COULD DAMAGE THE PIPE.

7 4020-999-A DOWNSPOUT BOOT, CASTIRON

CONTRACTOR SHALL FIELD VERIFY DOWNSPOUT SIZE PRIOR TO SUBMITTING PRODUCT TO ENGINEER FOR ACCEPTANCE. SEE DETAIL 8/B.01

8 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.

9 7030-A-1 REMOVAL OF SIDEWALK

ALL REMOVALS TO BE MARKED AND MEASURED BY THE ENGINEER. 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.

10 7030-E SIDEWALK, 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.

11 7030-E SIDEWALK, CLASS 'A', PCC, 6 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.

12 7030-G DETECTABLE WARNING

DETECTABLE WARNINGS SHALL MEET CURRENT PROWAG STANDARDS.

13 7030-999-A REMOVAL OF STOOP SLAB

CONTRACTOR SHALL DEMOLISH EXISTING STOOP SLAB AND COORDINATE WITH ENGINEER TO EVALUATE CONDITION OF EXISTING STOOP FOUNDATION WALLS. IF EXISTING FOUNDATION WALLS APPEAR TO BE APPROPRIATELY SIZED AND CONSTRUCTED OF SOUND CONCRETE CAPABLE OF RECEIVING NEW DOWELS, CONTRACTOR SHALL REPLACE STOOP SLAB ON EXISTING STOOP FOUNDATION.

IF FOUNDATION IS FOUND INAPPROPRIATE FOR REUSE, ALTERNATE A SCOPE WILL BE REQUIRED.

STOREFRONT THRESHOLD, STOREFRONT CAULKING, AND DOOR OPENER PEDESTAL REPLACEMENT ARE REQUIRED FOR EITHER SCOPE OF WORK

AND IS INCLUDED IN THIS ITEM.

14 7030-999-A REPLACE STOOP SLAB ON EXISTING STOOP FOUNDATION

FOLLOWING EVALUATION OF THE EXISTING STOOP FOUNDATION WALLS AND AS DIRECTED BY ENGINEER:

CONTRACTOR SHALL DRILL AND EPOXY INDICATED BENT DOWELS INTO EXISTING STOOP FOUNDATION WALLS AND REPLACE STOOP SLAB AS

INDICATED ON SHEET S.01

IF ALTERNATE A ITEM IS REQUIRED, THIS ITEM WILL BE REMOVED FROM CONTRACT.

15 7040-H PAVEMENT REMOVAL

CONTRACTOR SHALL PROTECT EXISTING PAVEMENT TO REMAIN. CONTRACTOR SHALL REPLACE PAVEMENT DAMAGED DURING CONSTRUCTION

AT NO ADDITIONAL COST.

16 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.

17 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.

18 8040-A TRAFFIC SIGNS, ADA

SEE DETAIL 4/B.01.

THIS ITEM SHALL BE FOR SIGN R7-8 AND PLAQUE R78PG.

19 8040-A TRAFFIC SIGNS, VISITOR, 12X18

SEE DETAIL 9/B.01

20 8040-D PERFORATED SQUARE STEEL TUBE POSTS

SEE DETAIL 4/B.01 AND 9/B.01

21 8040-G PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAKAWAY, 2 INCH

SEE DETAIL 4/B.01 AND 9/B.01

22 8040-I REMOVE SIGNS

23 8040-999-X SALVAGE AND REINSTALL MAILBOX

CONTRACTOR SHALL REMOVE EXISTING MAILBOX AND POST. REINSTALL MAILBOX AS SHOWN ON D.02. INSTALL ON NEW POST IF EXISTING IS

DAMAGED DURING CONSTRUCTION.

CONTRACTOR SHALL AT THEIR OWN DISCRETION USE THE EXISTING MAILBOX IN THE TEMPORARY LOCATION.

24 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.

25 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.

26 9040-F-1 WATTLE, COMPOST/MULCH SOCK

COMPOST/MULCH SOCK SHALL BE SELF WEIGHTED SO THAT WHEN PLACED ON PAVEMENT, STAKING IS NOT REQUIRED TO PREVENT

MOVEMENT CAUSED BY WATER.

27 9040-F-2 WATTLE, REMOVAL

CONTRACTOR SHALL REMOVE COMPOST/MULCH SOCK IN ITS ENTIRETY. MATERIAL FROM DAMAGED SOCKS SHALL BE REMOVED AND NOT

SPREAD ON SITE.

28 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

29 11020-A MOBILIZATION

CONTRACTOR SHALL PROVIDE TEMPORARY PLYWOOD/LAMINATED SIGNAGE TO MAINTAIN PACKAGE DELIVERY ON SITE. MAINTENANCE OF ACCESS TO THE LOWER PARKING LOT AT ALL TIMES THROUGH CONSTRUCTION SHALL BE INCIDENTAL TO THIS ITEM.

30 11030-A MAINTENANCE OF POSTAL SERVICE

CONTRACTOR SHALL MAINTAIN UNINTERUPTED POSTAL SERVICE BY USE OF TEMPORARY MAILBOX OR SETTING AND PROTECTING EXISTING

MAILBOX ON SITE.

SEE J.01 FOR LOCATION OF TEMPORARY SERVICE.

ESTIMATE REFERENCE INFORMATION (ALTERNATE A)

ITEM NO. ITEM

CODE DESCRIPTION

A1 7030-999-A REMOVAL OF STOOP FOUNDATION, INSTALL STOOP FOUNDATION AND SLAB

AFTER EVALUATION BY ENGINEER, IF FOUNDATION IS FOUND INAPPROPRIATE FOR REUSE, REMOVE STOOP FOUNDATIONS IN THEIR ENTIRETY

AND REPLACE STOOP FOOTING AND TOPING SLAB AS INDICATED ON SHEET S.01.

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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C.02

ESTIMATE REFERENCE NOTES

>>DT >>

>>DT >>

>>DT >>

>>DT>>

DT

DT

DT

1+00

2+00

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/L G/L

G/L

G/L G/L

G/L G/L

G/LG/LG/LG/LG/LG/LG/LG/LG/LG/LG/LG/LG/LG/L

G/ L

G/L

G/ L

G/ L

G/L

G/L

G/ L

G/LG/LG/LG/

L

G/ L

G/L

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

DT

DT

F

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

P

E

W S

FFE = 696.85

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W

0.

4%

2.

0%

1.

5%

1.

5%

PROPOSED GRADE AT

BUILDING CORNER:696.10

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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FEETSCALE

0 5 10

HORZ. D.01

PARKING LOT LAYOUT

LEGEND

6" PCC PAVEMENT

CURB TRANSITION

4" PCC SIDEWALK

ADA RAMP (6" PCC)

TURNING SPACE (6" PCC)

DETECTABLE WARNING

22'

10' 8' 9' 9' 9' 9' 9' 10'

11'

18'

18'

R5' R5'

7'

6' 6'7'

5'

5' 7' TYP.

VAN ACCESSIBLE HC SIGN

DETAIL 4, B.01

VISITOR PARKING SIGN

DETAIL9, B.01

4 INCH YELLOW PAVEMENT MARKING

INSTALL DOWNSPOUT BOOT

ON EXISTING DOWN SPOUT.

DETAIL 8, B.01

4 INCH DRAINAGE PIPE,

SMOOTH INTERIOR NON-PERFORATED

2% MINIMUM TO DRAIN

SEE S.01 FOR STOOP AND STOREFRONT DETAILS.

PROTECT CONDUIT IN PLACE.

CONTRACTOR SHALL REMOVE AND REPLACE CONDUIT IF DAMAGED

DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER.

STOREFRONT AND EXTERIOR WALL SHALL BE PROTECTED AT ALL TIMES

FROM DAMAGE, CONCRETE SPLATTER, ETC.

CONTRACTOR TO PROTECT

HOSEBID AND MOAT IN PLACE

PROTECT LIGHT POLE AND

UNDERGROUND UTILITIES

DURING CONSTRUCTION.

CONTRACTOR TO PROVIDE

ADAPTORS AND CONNECT

TO EXISTING DRAIN PIPE.

11'

5' CURB

TRANSITION

13'

5' CURB TRANSITION

13' 2'

2' CURB TRANSITION

13'

5' CURB TRANSITION

2'

5' 5'

11' 60.8'

PRIOR TO PIPE INSTALLATION, VERIFY

POTENTIAL UTILITY AND STRUCTURAL

CONFLICTS WITH TILE DEPTH AND

ALIGNMENT. COORDINATE WITH

ENGINEER ANY VARIANCE FROM DESIGN.

CLASS 'A' SIDEWALK, SEE

DETAIL 5, 6, 7 ON B.01

20'

DT

>>0+00 1+00 2+00 3+00

4+00

5+

6+

BP

: 0

+0 0.

PC: 3+29.67

PC: 4+73.33

PT: 4+24.85

PT: 5+43.42

R219'

R50'

ST

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/ L

G/L

G/L

G/L

G/L

G/L

G/L

G/L G/L

G/LG/LG/LG/LG/LG/LG/LG/L

G/L

G/ L

G/L

ST

F F F F F

F F

F F F F F F F

WM WM WM WM WM WM WM WM WM WM

W M

WM

CLVT

CLVT

TILE

F

W

G

G

G

G

G

G G

G G

G G

G

GGGGGGGGGGGGGGGGGGGGGGGGGGGG

DT

F F F F F F F F F F F F F F F F F F F F F F F F

P W

S

FFE = 696.85

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W

S. GRAND AVE

22'

22'

2.

0%

.0

2.

0%

.0

0.

4%

2.

0%

2.

0%

2.

0%

2.0% 2.0%

0.9% 1.2%

0.6% 1.0%

1.

5%

1.

5%

18" STM

INV = 684.80

-0.71% -1.00% -1.00% -1.06% 1.52%

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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FEETSCALE

0 20 40

HORZ. D.02

PLAN & PROFILE - ENTRANCE DRIVE

TIE NEW PCC PAVEMENT TO EXISTING WITH

#4 REBAR 36 INCH ON CENTER

OR

#3 REBAR 18 INCH ON CENTER

CENTERLINE JOINT SHALL BE TIED JOINT (TYP.)

#4 REBAR 36 INCH ON CENTER

OR

#3 REBAR 18 INCH ON CENTER

CONTRACTOR TO MAKE FINAL SAW CUT IMMEDIATELY

PRIOR TO PAVING. ADDITIONAL SAW CUTS, PAVEMENT

REMOVALS, AND PCC PAVEMENT REQUIRED DUE TO

DAMAGED HMA INTERFACE SHALL BE INCIDENTAL TO

CONSTRUCTION.

REINSTALL SALVAGED MAILBOX

REMOVE 1309 SY DRIVEWAY PAVEMENT

SEE GEOTECH REPORT FOR DETAILS.

REMOVE 90 SY SIDEWALK PAVEMENT

ST

F F F F F

F F

F F F F F F F

WM WM WM WM WM WM WM WM WM WM

W M

WM

CLVT

CLVT

TILE

F

W

G

G

G

G

G

G G

G G

G G

G

GGGGGGGGGGGGGGGGGGGGGGGGGGGG

DT

F F F F F F F F F F F F F F F F F F F F F F F F

P W

S

FFE = 696.85

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

FULL DEPTH SAW CUT AT REMOVAL LIMITS.

PROTECT PAVEMENT TO REMAIN.

PROTECT EXISTING CULVERT TO REMAIN.

SEE PROFILE ON D.02 FOR DETAILS ON CROSSING DEPTH

REMOVE AND SALVAGE MAILBOX FOR REINSTALL.

SEE J.01 FOR TEMPORARY MAILBOX LOCATION

SEE D.02 FOR REINSTALLATION LOCATION.

REMOVE SIGN

BASE BID:

DEMO EXISTING STOOP SLAB. COORDINATE

WITH ENGINEER IMMEDIATELY FOLLOWING

REMOVAL OF TOP SLAB.

SEE ESTIMATE REFERENCE NOTES FOR

CONTINUATION OF BASE BID OR ALT A

S. GRAND AVE

CONTRACTOR TO PROTECT EXISTING

STOREFRONT AND BUILDING EXTERIOR

FROM DAMAGE AT ALL TIMES.

PROTECTION SHALL BE SELF SUPPORTED

AND NOT AFFIXED TO THE BUILDING.

FULL DEPTH SAW CUT AT REMOVAL LIMITS. DOUBLE SAW

CUT AS NECESSARY TO PROTECT PAVEMENT TO REMAIN

AND MAINTAIN CLEAN JOINT TO MATCH TO.

NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL

SAW CUTS, REMOVALS OR PCC PAVEMENT NECESSARY TO

REMEDY DAMAGED EDGE DURING CONSTRUCTION

PRIOR TO PAVEMENT REMOVALS, CUT PIPE TO

PREVENT DAMAGE OF PIPE TO REMAIN.

REMOVE DRAIN INTAKE, SEE IMAGE ON BOTTOM

RIGHT OF THIS PAGE

LIMIT PIPE REMOVALS ONLY AS NECESSARY TO

FACILITATE CONNECTION AND INSTALLATION AS

SHOWN ON D.01

REMOVE LANDSCAPE BLOCK, PLANT

MATERIAL AND ROCK MULCH

REMOVE LANDSCAPE EDGE AND

PLANT MATERIAL WITHIN. PROTECT

LIGHT POLE AND UTILITIES.

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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HORZ. F.01

EXISTING CONDITIONS

VIEW OF DRAIN INTAKE FROM WEST, LOOKING EAST.

UNDERGROUND UTILITIES:

UTILITIES SHOW ON THESE PLANS ARE DRAWN IN BASED ON FIELD LOCATES, UTILITY MAPS, AND HISTORICAL DATA. NOT ALL UTILITIES WITHIN THIS SITE MAY BE SHOWN, AND NOT ALL UTILITIES SHOWN MAY BE ACCURATE. CONTRACTOR SHALL HAVE ALL PUBLIC AND PRIVATE UTILITIES LOCATED AND POTHOLED PRIOR TO

CONSTRUCTION AS NECESSARY TO PROTECT UTILITIES IN PLACE.

F F F F F

F F

F F F F F F F l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

CLVT

CLVT

TILE

F

W

G

G

G

G

G

G G

G G

G G

G

GGGGGGGGGGGGGGGGGGGGGGGGGGGG

F F F F F F F F F F F F F F F F F F F F F F F F

P l l

W S

FFE = 696.85

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

0+00 1+00 2+00 3+00

4+00

5+

6+

6+42.88

BP

: 0

+0 0.

PC

: 3

+2 9.

PT: 4+24.85

PC: 4+73.33

PT: 5+43.42

EP: 6+42.88

POINT NORTHING-EASTING DATA

POINT NUMBER

RAW DESCRIPTION

VFCP CP

VFCP 5/8" ALUM DOT ROW

VFCP CP

ELEVATION

696.000

683.740

689.040

NORTH

352785.58

353225.94

353066.42

EAST

2181987.27

2182014.39

2182081.26

L1

L2

L3

C1

C2

ALIGNMENT - CENTERLINE

NUMBER

L1

C1

L2

C2

L3

START STATION

0+00

3+29.67

4+24.85

4+73.33

5+43.42

END STATION

3+29.67

4+24.85

4+73.33

5+43.42

6+42.88

LENGTH

329.67

95.18

48.48

70.09

99.45

DELTA

23°42'40"

65°50'08"

RADIUS

230.00

61.00

CHORD

94.50

66.30

START N

352701.27

353030.88

353122.97

353166.97

353202.36

START E

2182048.18

2182041.77

2182020.56

2182000.20

2181944.14

END N

353030.88

353122.97

353166.97

353202.36

353201.21

END E

2182041.77

2182020.56

2182000.20

2181944.14

2181844.69

LINE / CHORD DIRECTION

N1° 06' 51"W

N12° 58' 11"W

N24° 49' 30"W

N57° 44' 35"W

S89° 20' 21"W

SOIL BORING #3

APPROX. 5 INCH ASPHALT

EXISTING PAVEMENT

SOIL BORING #2

APPROX. 6.5 INCH ASPHALT

EXISTING PAVEMENT

SOIL BORING #1

APPROX. 6 INCH ASPHALT

EXISTING PAVEMENT

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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G.01

REFERENCES AND BENCHMARKS

R

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HORZ.

SOIL BORING NOTES:

SEE GEOTECHNICAL REPORT FOR DETAILS.

F F F F F

F F

F F F F F F F l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

CLVT

CLVT

TILE

F

W

G

G

G

G

G

G G

G G

G G

G

GGGGGGGGGGGGGGGGGGGGGGGGGGGG

F F F F F F F F F F F F F F F F F F F F F F F F

P l l

W S

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

PHASE 2A

PHASE 2B

S. GRAND AVE

CONTRACTOR TO PROVIDE TEMPORARY

SIGNAGE TO MAINTAIN DELIVERIES

"USE LOWER PARKING LOT AND REAR

DOOR FOR DELIVERIES..."

COORDINATE WITH OWNER FOR EXACT

VERBIAGE.

MAINTAIN ACCESS WITH GRAVEL.

REDUCE ACCESS ONLY WHEN

PAVING HALF ENTRANCE WIDTH

CONTRACTOR TO PROVIDE TEMPORARY MAIL BOX AT

THIS LOCATION. INSTALLATION SHALL COMPLY WITH

UNITED STATES POSTAL SERVICE REQUIREMENTS TO

ENSURE UN-INTERRUPTED MAIL DELIVERY.

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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J.01

STAGTING

R

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0 20 40

HORZ.

PHASING NOTES:

PHASE 1:

- REMOVE EXISTING PAVEMENT. LIMIT REMOVALS WHERE POSSIBLE TO

MAINTAIN ACCESS TO LOWER PARKING LOT AND NOT EXPOSE SUBGRADE FOR

EXTENDED PERIOD OF TIME.

- LOWER PARKING LOT SHALL REMAIN ACCESSIBLE TO VEHICULAR TRAFFIC

THROUGH THE DURATION OF CONSTRUCTION.

- CONTRACTOR SHALL PROTECT EXISTING SUBGRADE FROM EXCESS MOISTURE

WHERE PAVEMENT IS REMOVED.

PHASE 2:

- CONTRACTOR SHALL PROVIDE AGGREGATE RAMP BETWEEN PAVEMENT AND

SUBGRADE TO MAINTAIN ACCESS TO SITE AND LOWER PARKING LOT

- CONTRACTOR SHALL PERFORM WORK FOR PHASE 2A AND 2B IN THE ORDER

THAT BEST SUITS CONTRACTIBILITY AND MAINTAINING ACCESS

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

DT

DT

F

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

P

E

W S

FFE = 696.85

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W

>>DT >>

>>DT >>

>>DT >>

>>DT >>

>>DT>>

DT

DT

DT

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W

6'7' 6'

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

692.15

693.14

693.31

694.05

696.61

696.61

696.81 696.81

11'

693.99 693.81

R5' R5'

10.0'

10.0'

1.

5%

1.

5%

693.43 TC

692.93 FG

693.72 TC

693.22 FG

3.

T

C

3.

F G

3.

T

C

3.

F G

693.17 TC

693.17 FG

693.75 TC

693.25 FG

693.94 TC

693.44 FG

3.

T

C

3.

F G

693.70 TC

693.20 FG

693.02 TC

692.53 FG

692.44 TC

692.45 FG

3.

T

C

3.

F G

3.

T

C

3.

F G

1.0%

49.0'

1.

5% 7.

0'

1.

5%7.

0'

1.

5% 6.

5'

1.

5%6.

5'

1.

5% 7.

0'

2.

0%4.

0'

2.

0%6.

0'

0.0%

11.0'

2.

0% 5.

0'

2.

0% 5.

0'

0.0%

11.0'

1.

5%7.

0'

1.

5%

.0

1.

5% 9.

0'

1.

5% 9.

0'

1.

5% 9.

0'

0.7%

11.0'

1.0%

10.0'

1.0%

9.0'

1.0%

9.0'

1.0%

9.0'

1.0%

9.0'

1.0%

9.0'

1.0%

9.0'

1.0%

10.0'

1.0%

9.0'

1.0%

9.0'

1.0%

9.0'

1.0%

9.0'

1.0%

1.

5%

1.0%8.0%1.1%

0.7%

693.09 TC

692.90 FG

7.3%

1.

5% 9.

0'

1.0%

9.0' 1.0%

9.0' 1.0%

693.21 TC

692.72 FG

7' TYP.

5' TYP.

4.5%

693.04

692.91

692.77

692.64

692.95

692.82

692.68

692.55 692.46

692.59

692.73

692.86 692.77

692.64

692.50

692.37 692.28

692.41

692.55

692.68

692.31

692.18

692.73

692.86

693.00

693.13

693.22

693.09

692.95

692.82

693.06

692.91

692.99

693.58 TC

693.08 FG

693.49 TC

692.99 FG

693.40 TC

692.90 FG

693.31 TC

692.81 FG

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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HORZ. L.01

JOINTING LAYOUT

LEGEND

6" PCC PAVEMENT

CURB TRANSITION

4" PCC SIDEWALK

ADA RAMP (6" PCC)

TURNING SPACE (6" PCC)

DETECTABLE WARNING

B.01

B.01

B.01

1 INCH EXPANSION JOINT

SAWN JOINT (TYP.)

TIED JOINT (TYP.)

#4 REBAR 36 INCH ON CENTER

OR

# 3 REBAR 18 INCH ON CENTER

1/2 INCH EXPANSION JOINT

AT CLASS 'A' SIDEWALK

F F F F F

F F

F F F F F F F l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

CLVT

CLVT

TILE

F

W

G

G

G

G

G

G G

G G

G G

G

GGGGGGGGGGGGGGGGGGGGGGGGGGGG

F F F F F F F F F F F F F F F F F F F F F F F F

P W

S

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

SOD

INSTALL BMP IN FRONT OF PIPE APRON

692 691

691692

4'

2'

2'

2'

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 13 - UPPER PARKING LOT REPLACEMENT

FAM

TJN

FAM

9511.000

0 ISSUED FOR BID 04/07/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

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R.01

EROSION CONTROL PLAN - POST CONSTRUCTION

R

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0 20 40

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. INSTALL COMPOST/MULCH SOCK OR OTHER SELF-WEIGHTING

TYPE BMP ON PAVEMENT UP-STREAM FROM SOD UNTIL SOD IS

FULLY ROOTED. REMOVE BMP IN ITS ENTIRETY FROM SITE.

COMPOST/MULCH FROM BMP SHALL NOT BE SPREAD ON SITE.

4. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AS SHOW

BY LIMITS OF SOD AND SEEDING.

5. 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

O M

S.01

STOOP REPLACEMENT AND STOREFRONT MODIFICATIONS

DESIGN CRITERIA:

1. CODES AND STANDARDS:

2024 IBC/ASCE 7-22

OCCUPANCY/RISK CATEGORY II

2. DESIGN DEAD LOADS:

CONCRETE: 150 PCF

3. DESIGN LIVE LOADS:

EXIT WAYS: 100 PSF

4. DESIGN SNOW LOADS:

GROUND SNOW LOAD: Pg = 38 PSF

6. SEISMIC LOAD:

SEISMIC IMPORTANCE FACTOR: Ie = 1.00

MAPPED SPECTRAL ACCELERATION, SHORT: SS = 0.15

MAPPED SPECTRAL ACCELERATION, 1-SEC: S1 = 0.079

SITE CLASS: D

DESIGN SPECTRAL ACCELERATION, SHORT: SDS = 0.14

DESIGN SPECTRAL ACCELERATION, 1-SEC: SD1 = 0.11

SEISMIC DESIGN CATEGORY: B

GENERAL NOTES

DESIGN:

1. GEOTECHNICAL EXPLORATION HAS NOT BEEN PERFORMED FOR THIS PROJECT. THE

FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE MAXIMUM ASSUMED VALUES

PERMITTED BY THE 2024 INTERNATIONAL BUILDING CODE.

2 BACKFILLING:

A. DO NOT BACKFILL PIT WALLS UNTIL ADEQUATE TEMPORARY BRACING IS INSTALLED.

B. BACKFILL UNDER FOUNDATION WITH CONCRETE OR AS APPROVED BY SOILS ENGINEER.

SPREAD FOOTINGS:

1. FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET BEARING PRESSURE UNDER

FULL SERVICE LIVE AND DEAD LOAD AS FOLLOWS:

1,500 PSF FOR FOUNDATIONS BEARING ON SUITABLE NATIVE SOIL OR ENGINEERED FILL

2. ALL BEARING MATERIAL SHALL BE INSPECTED BY A QUALIFIED TECHNICIAN PRIOR TO

CONCRETE PLACEMENT. A QUALIFIED TECHNICIAN SHALL BE THE SOLE JUDGE AS TO THE

SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS

REQUIRED. OVEREXCAVATION MAY BE REQUIRED.

3. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 3'-6" BELOW FINAL GRADE.

FOUNDATIONS

1. CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC CHAPTER 19 AND ACI 318.

2. PROVIDE CONCRETE MIX DESIGNS COMPLYING WITH ACI PRC-211.1 RECOMMENDATIONS.

COMPRESSIVE STRENGTHS, f'c, INDICATED ARE AT 28 DAYS. CONCRETE MATERIALS AND

MIXTURES FOR BUILDING ELEMENTS SHALL BE AS FOLLOWS:

A. CONCRETE MATERIALS:

i. CEMENT: ASTM C150, TYPE I OR ASTM C595, TYPE IL

ii. AGGREGATES: ASTM C33

iii. FLY ASH: ASTM C618, CLASS C OR F; LIMIT TO 25% OF TOTAL CEMENTITOUS MATERIAL

iv. ADMIXUTRES: AS RECOMMENDED IN ACI PRC-211.1 AND AT RATES RECOMMENDED

BY MANUFACTURER:

a. AIR ENTRAINMENT: ASTM C260

b. WATER REDUCING, RETARDING AND/OR ACCELERATING: ASTM C494, TYPE A-G

B. DESIGN MIXTURES:

i. FOUNDATION WALLS AND STOOP SLABS:

f'c = 4,500 PSI w/c = 0.45 MAX

AIR CONTENT = 6% +/- 1.5%

SLUMP = 4"-8" FOR CONCRETE w/ VERIFIED SLUMP OF 2"-4" BEFORE ADDING HIGH-

RANGE WATER-REDUCING OR PLASTICIZING ADMIXTURE

MAX. AGGREGATE SIZE = 1"

3. REINFORCING SHALL CONFORM TO ASTM A615, GR. 60, INCLUDING TIES AND STIRRUPS.

4. 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.

5. 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.

6. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE:

A. UNFORMED SURFACE IN CONTACT WITH THE GROUND: 3 IN.

B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 1 1/2 IN. FOR #5 BAR OR

SMALLER 2 IN FOR #6 BAR OR LARGER

C. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:

1. WALLS, SLABS: 3/4 IN.

2. BEAMS, GIRDERS AND COLUMNS (TO TIES OR STIRRUPS): 1 1/2 IN.

7. ALL CONSTRUCTION JOINTS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE

STRUCTURE, UNLESS THEIR ELIMINATION IS APPROVED BY THE ENGINEER. ADDITIONAL

CONSTRUCTION JOINTS, REQUIRED TO FACILITATE CONSTRUCTION, SHALL BE LOCATED AT

POINTS OF MINIMUM SHEAR AND SHALL BE DETAILED ON SHOP DRAWINGS. REINFORCEMENT SHALL

PASS CONTINUOUSLY THROUGH THE JOINT.

8. ALL ABUTTING CONCRETE MEMBERS SHALL BE DOWELED TOGETHER, UNLESS POURED

MONOLITHICALLY. DOWELS SHALL BE EQUAL IN SIZE AND SPACING TO THE REINFORCING IN THE

ADJACENT MEMBER. WHERE CONCRETE IS PLACED AGAINST HARDENED CONCRETE, THE SURFACE

SHALL BE ROUGHENED TO MINIMUM 1/4" AMPLITUDE.

9. STOOP SLABS SHALL HAVE A BROOMED FINISH. WHERE FINISH IS NOT SPECIFIED, CONFORM TO

REQUIREMENTS OF ACI 301.

10. CIVIL DRAWINGS SHALL BE REFERRED TO FOR DRAINS,SLEEVES, OUTLET BOXES, CONDUIT, ETC.

11. LAP SPLICES SHALL BE A MINIMUM OF 24".

12. 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...).

13. FOLLOW RECOMMENDATIONS OF ACI PRC-305 AND ACI PRC-306 WHEN CONCRETING DURING

HOT OR COLD WEATHER, RESPECTIVELY.

14. 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.

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

16. WHERE INDICATED IN DRAWINGS, PROVIDE SLAB ISOLATION JOINT FILLER COMPLYING WITH ASTM D1751, CELLULOSE FIBER. JOINT FILLER SHALL BE 1/2" THICK, HEIGHT EQUAL TO SLAB

THICKNESS, WITH REMOVABLE TOP SECTION FORMING 1/2" DEEP SEALANT POCKET AFTER

REMOVAL.

17. JOINT SEALANT: SONOLASTIC MASTERSEAL NP-1 (OR APPROVED EQUAL), ONE COMPONENT

MOISTURE CURING POLYURETHANE. ASTM C920, TYPE S, GRADE NS, CLASS 35, USES A AND T.

BACKER ROD IS REQUIRED BELOW JOINT SEALANT PER MANUFACTURERS WRITTEN INSTRUCTIONS.

CONCRETEMISCELLANEOUS

1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, SUCH AS DIMENSIONS, ELEVATIONS, CONFIGURATION, AND DETAILS OF EXISTING STRUCTURES AND CONDITIONS

WHERE THEY AFFECT NEW CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF ANY

DEVIATIONS FROM ANTICIPATED CONDITIONS ARE DISCOVERED. CONFIRM FIELD VERIFIED

CONDITIONS & DIMENSIONS WITH ENGINEER PRIOR TO START OF CONSTRUCTION.

2. COORDINATION W/ COMPLETE SET OF CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS

ARE ONE COMPLETE, COMPREHENSIVE AND INCLUSIVE DOCUMENT CONSISTING OF THE

AGGREGATE COLLECTION OF DRAWINGS AND SPECIFICATIONS FOR ALL OF THE DISCIPLINES'

DIVISIONS (E.G. SITE, CIVIL, ETC.). NO SINGLE DISCIPLINE DIVISION IS AUTONOMOUS NOR DOES

IT STAND-ALONE FROM ANY OR ALL OTHER DISCIPLINE DIVISIONS.

3. VERIFY ALL DIMENSIONS, ELEVATIONS, DEPRESSIONS, INSERTS, EMBEDDED ITEMS. EQUIPMENT

PADS AND SUPPORTS, OPENINGS, DETAILS, AND CONDITIONS BY CROSS-REFERENCING TO

CIVIL SECTIONS.

4. SEE CIVIL DRAWINGS FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

5. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL

OF THE ENGINEER.

6. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE

WRITTEN APPROVAL OF THE ENGINEER.

7. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL

DRAWINGS. REFER TO CIVIL DRAWINGS FOR COORDINATION OF SUCH OPENINGS.

8. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR

IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE

REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR

SEQUENCES.

9. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.

10. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY

FOR SUCH DEVIATION BY THE ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA,

ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE ENGINEER OF SUCH DEVIATION AT THE

TIME OF SUBMISSION, AND THE ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC

DEVIATION.

11. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER. PLANS AND/OR SPECIFICATIONS WILL BE

CORRECTED, OR WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION,

CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE ENGINEER BEFORE THE EFFECTED

WORK PROCEEDS.

12. ASTM AND OTHER CODE STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE THE

VERSION REFERENCED BY THE APPLICABLE VERSION OF IBC.

1. THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW:

• CONCRETE MIX DESIGNS, INCLUDING PRODUCT DATA

• CONCRETE REINFORCEMENT

• JOINT SEALANT

2. CONTRACTOR SHALL REVIEW EACH SUBMITTAL FOR CONFORMANCE WITH CONTRACT

DOCUMENTS. SUBMITTALS NOT REVIEWED BY THE CONTRACTOR AND STAMPED SUCH WILL BE

REJECTED AND SENT BACK TO THE CONTRACTOR FOR REVIEW. IT IS THE CONTRACTOR'S