EARTH

PLYWOOD

GYPSUM WALLBOARD

CONCRETE BLOCK

CONCRETE

RIGID INSULATION

BATT INSULATION

DIMENSION LUMBER

WOOD

SAND & GRAVEL

EXPANSION JOINT

DOOR IDENTIFICATION

NOTE REFERENCE

ROOM IDENTIFICATION

BUILDING SECTION

WINDOW IDENTIFICATION

ROOM NAME

DETAIL NUMBER

DRAWING SHEET NUMBER

ELEVATION REFERENCE

ELEVATION NUMBER

DRAWING SHEET NUMBER

A1 A1.1

MATCHLINE

STRUCTURAL GRIDLINE

WALL SECTION

DETAIL NUMBER

DRAWING SHEET NUMBER

A1

A1.1

A1.1

DETAIL SECTION/ DETAIL CALLOUT

DETAIL NUMBER

DRAWING SHEET NUMBER

A1

A1.1

ROOM NAME

ROOM NUMBER

A1

CEILING IDENTIFICATION1

WALL IDENTIFICATION1

LEVELLEVEL 1

SPOT ELEVATION

0'-0"

0'-0"

LEVEL IDENTIFICATION

ELEVATION

FLOORING FINISH TRANSITION

CORNER GUARDS, TYP.

CG

CASEWORK IDENTIFICATION

WIDTH

HEIGHT (INCLUDES COUNTERTOP)

DEPTH

MODEL NUMBER ('M' DENOTES MODIFICATION

100M

EXTRA SHELF MODIFICATION DESCRIPTION

BUILDING "L" BUILDING "W"

PROJECT NUMBER:

DATE:

DRAWING INDEX:

100% CONSTRUCTION

DOCUMENTS

8-21-2026

DOC FDCF Unit L Pre-Cast Sealant & Warehouse W Freezer Floor

1550 L St, Fort Dodge, IA

State of Iowa - Department of Administrative Services

9530.00 RFB 953000-01

.0

R F

B

-0

D O

C F

D C

F U n it L

P re

-C a s t

S e a la n t

W a re h o u s e W

F re e z e r

F lo o r

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered architect under the laws of the State of Iowa.

Registration Expires

Reg. #

Pages or Sheets covered by this seal:

Signature

Date issued

O L

N AE

ROF

N S

C E

E

WOI A

I D

L P

T C

E C

TI

H

A R

SS I

ERIC J. BADDING 07511

ARCHITECT

As listed above

6-30-2028

ERIC J.

BADDING

07511

ARCHITECTURE

L1.0 FLOOR PLAN AND DETAILS

L2.0 EXTERIOR ELEVATIONS

W1.0 DEMOLITION PLAN AND DETAILS

W2.0 FLOOR PLAN, ELEVATIONS, AND DETAILS

GENERAL

G0.0 COVER

G1.0 SECURITY AND ACCESS PLAN

MATERIALS LEGEND SYMBOLS LEGEND ABBREVIATIONS

ACT Acoustical Ceiling Tile

AFF After Finish Floor

ALUM Aluminum

ADA Americans with Disabilities Act

& And

L Angle

@ At

BCS Baby Changing Station

BOL Bollard

CIP Cast In Place

CBB Cement Backer Board

CL Center Line

CLR Clear

CONC Concrete

CONF Conference

CJ Construction Joint

CONT Continuous

CLJ Control Joint

CG Corner Guard

DIA Diameter

DS Downspout

EA Each

EHD Electric Hand Dryer

EWC Electric Water Cooler

EL Elevation

ELEV Elevation

ENG Engineered

EQ Equal

ETC Etcetera

EPDM Ethylene Propylene DieneTerpolymer

EXP Expansion

EJ Expansion Joint

EXT Exterior

EIFS Exterior Insulation Finish System

FRP Fiberglass Reinforced Panel

FF Finish Floor

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

FD Floor Drain

FT Foot or Feet

GA Gage

GT Glazing Type

GB Grab Bar

GYP Gypsum

GYP BD Gypsum Board

HM Hollow Metal

HSS Hollow Structural Sections

IR Impact Resistant

IT Information Technology

IMP Insulated Metal Panel

INSUL Insulation

INT Interior

JT Joint

MFR Manufacturer

MAX Maximum

MECH Mechanical

MEPT Mechanical/ Electrical/ Plumbing/ Technology

MTL Metal

MIN Minimum

MIR Mirror

NIC Not In Contract

OC On Center

OHS Overhead Sectional Door

PT Paint

PTD Paper Towel Dispenser

PLAM Plastic Laminate

PVC Polyvinyl Chloride

LB Pound

RCP Reflected Ceiling Plan

REQD Required

REV Reversed

RTU Roof Top Unit

SNR Sanitary Napkin Receptacle

SJ Saw Joint

SIM Similar

SDS Soap Dispenser

STL Steel

STRUCT Structure

TKSP Tack Strip

MIL Thousands of an Inch

TP Toilet Paper Dispenser

TOW Top of Wall

TYP Typical

VERT Vertical w/ With

WD Wood

SCALE:

TRUE

1/2" = 1'-0"3 AERIAL VIEW - VICINITY MAP

NOT TO SCALE

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.

My license renewal date is:

IA Reg. #

Pages or Sheets covered by this seal:

Date

O

L

NA

E

ROF

N S

C E

E

WOI A

I D

L

P

G E

R E

NI

E

N

SS I

12-31-2027

ERIC E. VERMEER 19938

STRUCTURAL ENGINEER

As listed above

ERIC E.

VERMEER

19938

ABC

D

E

F G

P

H

K

W

L

MAIN PARKING

LOT

DOUBLE PERIMETER

PRISON SECURITY FENCE

PERIMETER SECURITY

ROAD (KEEP CLEAR FOR

PATROL VEHICLE)

GATEGATE

YARD FENCE;

TYP

MAIN YARD ACCESS GATE #6

11 FT X 11 FT

GATE

GREEN HOUSE

GATE

MAIN SALLYPORT GATE

GATE

L S

T R

E E

T

AVE 0

AVE 0

AVE 0

STAGING AREA FOR

WAREHOUSE W

CONTRACTOR VEHICLE

PARKING.

STAGING AND

CONSTRUCTION

VEHICLE PARKING AREA

FOR UNIT L.

ACCESS UNIT L USING

THIS STREET.

NO CONSTRUCTION

TRAFFIC ON PERIMETER

SERVICE ROAD.

COORDINATE CONSTRUCTION

ACCESS TO LOADING DOCK BAYS

WITH OWNER OPERATIONS. DOCK

MAY BE USED FOR REEFER TRAILER

PARKING.

DO NOT BLOCK ACCESS

USE DOUBLE DOOR ON

EAST SIDE AS

CONSTRUCTION

PRIMARY ACCESS

B ACDE

F

B ACDEF

S T

R U

C T

U R

A L

E N

G

IN

E E

R

F O

LD

K el lo gg

A ve

A m es , I

A

P h on e:

.2

.0

F a x:

.2

.0

A R

C H

IT

E

C T

F

O

LD

K el lo gg

A ve m es , I

A

P h on e:

.2

.0

F a x:

-2

2-

©2026REVISIONS:

PROJECT NUMBER

PROJECT ISSUE DATE

REV DATE DESCRIPTION

G1.0

SECURITY AND ACCESS

PLAN

D O

C F

D C

F U ni t L

P re

-C as t S ea la nt

W ar eh ou se

W F re ez er F lo or

S ta te o f I ow a

D ep ar tm en t o f A dm in is tr at iv e

S er vi ce s

L S t, F or t D od ge

, I A

8-21-2026

9530.00 RFB 953000-01

100% CONSTRUCTION DOCUMENTS

SECURITY PLAN - NOT TO SCALE

STAGING & SECURITY NOTES

1. ALL CONTRACTOR'S PERSONNEL ARE TO HAVE BACKGROUND CHECKS AND

PREA TRAINING PRE-APPROVED BEFORE BEING ALLOWED ON SITE FOR

WORK.

2. CONTRACTOR'S PERSONNEL ARE TO FOLLOW ALL RULES FOR

CONSTRUCTION WORKERS & ATTEND CONTRACTOR'S PRE-ORIENTATION.

SEE SPECIFICATION FOR REQUIREMENTS.

3. IT IS NOT ANTICIPATED THAT ANY GATE PASSINGS WILL BE NECESSARY FOR

THE CONTRACTOR. HOWEVER, IF A GATE PASSING IS REQUIRED,

CONTRACTOR TO COORDINATE IN ADVANCE WITH FDCF STAFF FOR ALL

GATE PASSINGS. GATE LOCATIONS ARE IDENTIFIED IN THE SKETCH BELOW.

KEEP GATES CLEAR AT ALL TIMES EXCEPT FOR COORDINATED PASSINGS.

4. CONTRACTOR TO COORDINATE PROPOSED DAILY WORK SCHEDULE WITH

FDCF STAFF AND CONSTRUCTION MANAGER. IDENTIFY THE SCOPE FOR

EACH DAY'S WORK AND REQUIRED MATERIALS.

5. ALL WORK AREAS ARE TO BE THOROUGHLY CLEANED UP AT THE END OF

EACH DAY.

6. SEE SPECIFICATION FOR DAILY TOOL INVENTORY REQUIREMENTS. A

STANDARDIZED LIST OF DAILY TOOLS ENTERING AND EXITING IS

PREFERRED. ALL CONSTRUCTION EQUIPMENT MUST BE REMOVED FROM

THE PRISON DAILY TO THE DESIGNATED STAGING AREA.

7. SEE SPECIFICATION FOR WORK HOURS. COORDINATE ANY PROPOSED

EXTENDED WORK HOURS INCLUDING WEEKENDS.

8. PROTECT LAWN FROM EQUIPMENT AND LIFTS. SEE MAP NOTE TO PROTECT

UNDERGROUND UTILITY LINES. OWNER WILL REPAIR LAWN RUTS & RESEED.

ANY OTHER DAMAGE IS RESPONSIBILITY OF CONTRACTOR.

NORTH

A. ALL WORK IS TO BE CONSTRUCTED IN COMPLIANCE WITH STATE BUILDING CODES.

B. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDUSTRY STANDARD

PRACTICES.

C. ANY PERMITS AND FEES REQUIRED TO COMPLETE THE WORK SHALL BE INCLUDED

IN THE CONTRACTOR'S BID.

D. DO NOT SCALE DRAWINGS. DIMENSION SCALES MAY VARY.

E. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS, MEASUREMENTS,

QUANTITIES, AND SITE CONDITIONS. REPORT ANY DISCREPANCIES TO ARCHITECT

PRIOR TO PROCEEDING WITH WORK.

F. LINEAL FOOTAGES INDICATED FOR SEALANTS ARE APPROXIMATED. CONTRACTOR IS

RESPONSIBLE TO FIELD VERIFY ALL BUILDING CONDITIONS AND SELF-PERFORM

THEIR OWN ESTIMATES.

G. ALL LIGHT FIXTURES, TELEPHONE SHROUDS, AND SIAMESE FIRE CONNECTIONS ARE

TO HAVE A SINGLE BEAD OF SEALANT AROUND PERIMETER OF EACH FIXTURE.

H. ALL SEALANT JOINTS ARE TO BE TOOLED CONCAVE. REPLACE ANY SEALANT THAT

HAS AIR POCKETS OR DOES NOT HAVE PROPER SIDE ADHESION.

I. PROVIDE SEALANT AROUND ALL EXPOSED MISCELLANEOUS UTILITY PENETRATIONS

THAT ARE NOT CALLED OUT ON THE DRAWINGS.

J. PROTECT FINISHED SEALANT AREAS IN YARDS AND AROUND ENTRANCES BY

PROVIDING TEMPORARY TAPE BARRIER ON CONES FOR THE DURATION OF CURE

TIME, APPROX. 5 DAYS UNLESS INDICATED OTHERWISE.

K. COORDINATE CONSTRUCTION DUMPSTER LOCATIONS WITH OWNER. WORK AREAS

ARE TO BE CLEANED UP AT THE END OF EACH DAY. JOB SITE SHALL BE KEPT CLEAN

AT ALL TIMES.

L. PROTECT ADJACENT BUILDING ELEMENTS FROM DAMAGE DURING WORK. REPAIR

ANY DAMAGE TO ADJACENT AREAS.

M. ALL CONSTRUCTION DEBRIS AND WASTE SHALL BE DISPOSED OF OFFSITE IN FULL

COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS.

N. PATCH ALL CRACKED OR SPALLED CONCRETE AT JOINTS TO REPAIR AND MAINTAIN

JOINT WIDTH. SEE UNIT COST FOR ANY ITEMS NOT IDENTIFIED.

O. ALL OUTSIDE CORNERS IN PRECAST WALLS TYPICALLY HAVE ONE JOINT 3" FROM

THE CORNER.

P. CONTRACTOR SHALL PROTECT LAWN IN WORK AREAS. FACILITY WILL REPAIR ANY

DAMAGED LAWN. GRADE ANY RUTS SMOOTH, RE-SEED, AND WATER TO RE-

ESTABLISH LAWN.

Q. STORE SEALANTS & PRIMERS OUTSIDE PRISON EXCEPT FOR DAILY USE.

R. BLUE PAINT ON DOOR FRAMES HAS BEEN TESTED TO BE POSITIVE FOR LEAD AND

ARE DESIGNATED AS "LEAD-CONTAINING". DOORS REQUIRE ABATEMENT AT

PERIMETER OF FRAMES. GC TO BE LEAD PAINT CERTIFIED, FOR "LEAD-CONTAINING

ITEMS.

S. REPLACE ALL EXISTING SEALANT AT VERTICAL AND HORIZONTAL JOINTS, FIXTURES,

OPENINGS AND PENETRATIONS INCLUDING AT THE BASE OF THE PRECAST WHERE

ABUTTED BY CONCRETE.

1392 SF

GENERATOR

329 SF

EMERG. PWR.

DISTRIBUTION

132 SF

NORM. PWR.

DISTRIBUTION

236 SF

OFFICE / CONTROLS

108 SF

TEL. / RADIO EQUIP.

405 SF

STOR.

2799 SF

BOILER

3713 SF

COOLING EQUIP.

66 SF

STAFF TOILET

841 SF

CORRIDOR

L2.0F4

L2.0

F3

L2.0 F2

L2.0

F1

(E) CONC. PAD

(E) FENCE

(E) CONC. STOOP

(E) CONC. STOOP

(E) GRASS

(E) GRASS

(E) CONC. PAD

(E) CONC. STOOP

(E) GRASS1

(E) GRASS (E) CONC. PAD

KEY PLAN - NOT TO SCALE

ABC

D

E

F G

H

K

NORTH

BUILDING L

BUILDING W

W

INTERIOR

EXTERIOR

ROUGH RAKED FINISH

BACKER ROD

SEALANT JOINT WIDTH VARIES

(E) INSULATED PRECAST, CORDUROY FINISH

CLOSED CELL BACKER ROD

UNDER 25% COMPRESSION

CONCAVE TOOLED SEALANT

1/

W

W

2:1 RATIO WIDTH TO DEPTH

(E) INSULATED PRECAST, CORDUROY FINISH

(E) METAL ROOF EDGE

(E) METAL GUTTER

REPLACE (E) SEALANT AS HIGH AS CAN

BE REACHED WITHOUT REMOVING THE

METAL GUTTERS OR ROOF EDGE

(E) INSULATED PRECAST, CORDUROY FINISH

(E) METAL GRAVEL GUARD

(E) ROCK BALLAST ROOF SYSTEM

(E) METAL ROOF EDGE

REPLACE (E) SEALANT AS HIGH AS CAN

BE REACHED WITHOUT REMOVING THE

METAL ROOF EDGE

(E) INSULATED PRECAST, CORDUROY FINISH

(E) BALLAST ROOF SYSTEM

B ACDE

F

B ACDEF

S T

R U

C T

U R

A L

E N

G

IN

E E

R

F O

LD

K el lo gg

A ve

A m es , I

A

P h on e:

.2

.0

F a x:

.2

.0

A R

C H

IT

E

C T

F

O

LD

K el lo gg es , I

A

P h on e:

.2

.0

F a x:

-2

2-

©2026REVISIONS:

PROJECT NUMBER

PROJECT ISSUE DATE

REV DATE DESCRIPTION

L1.0

FLOOR PLAN AND

DETAILS

D O

C F

D C

F U ni t L

P re

-C as t S ea la nt

W ar eh ou se

W F re ez er F lo or

S ta te o f I ow a

D ep ar tm en t o f A dm in is tr at iv e

S er vi ce s

L S t, F or t D od ge

, I A

8-21-2026

9530.00 RFB 953000-01

100% CONSTRUCTION DOCUMENTS

GENERAL NOTES

SCALE:

TRUE

1/8" = 1'-0"F1 UNIT L - FLOOR PLAN

SCALE: 3" = 1'-0"C4 TYPICAL PRECAST WALL JOINT

SCALE: 12" = 1'-0"D4 SEALANT JOINT DETAIL

SCALE: 1 1/2" = 1'-0"E4 ROOF DETAIL - GUTTER

FLOOR PLAN NOTES

1 COMPLETELY REMOVE AND REPLACE BACKER ROD AND SEALANT IN JOINT BETWEEN

CONCRETE SLAB AND BASE OF PRECAST WALL.

SCALE: 1 1/2" = 1'-0"F4 ROOF DETAIL - ROOF EDGE

A. ALL WORK IS TO BE CONSTRUCTED IN COMPLIANCE WITH STATE BUILDING CODES.

B. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDUSTRY STANDARD

PRACTICES.

C. ANY PERMITS AND FEES REQUIRED TO COMPLETE THE WORK SHALL BE INCLUDED

IN THE CONTRACTOR'S BID.

D. DO NOT SCALE DRAWINGS. DIMENSION SCALES MAY VARY.

E. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS, MEASUREMENTS,

QUANTITIES, AND SITE CONDITIONS. REPORT ANY DISCREPANCIES TO ARCHITECT

PRIOR TO PROCEEDING WITH WORK.

F. LINEAL FOOTAGES INDICATED FOR SEALANTS ARE APPROXIMATED. CONTRACTOR IS

RESPONSIBLE TO FIELD VERIFY ALL BUILDING CONDITIONS AND SELF-PERFORM

THEIR OWN ESTIMATES.

G. ALL LIGHT FIXTURES, TELEPHONE SHROUDS, AND SIAMESE FIRE CONNECTIONS ARE

TO HAVE A SINGLE BEAD OF SEALANT AROUND PERIMETER OF EACH FIXTURE.

H. ALL SEALANT JOINTS ARE TO BE TOOLED CONCAVE. REPLACE ANY SEALANT THAT

HAS AIR POCKETS OR DOES NOT HAVE PROPER SIDE ADHESION.

I. PROVIDE SEALANT AROUND ALL EXPOSED MISCELLANEOUS UTILITY PENETRATIONS

THAT ARE NOT CALLED OUT ON THE DRAWINGS.

J. PROTECT FINISHED SEALANT AREAS IN YARDS AND AROUND ENTRANCES BY

PROVIDING TEMPORARY TAPE BARRIER ON CONES FOR THE DURATION OF CURE

TIME, APPROX. 5 DAYS UNLESS INDICATED OTHERWISE.

K. COORDINATE CONSTRUCTION DUMPSTER LOCATIONS WITH OWNER. WORK AREAS

ARE TO BE CLEANED UP AT THE END OF EACH DAY. JOB SITE SHALL BE KEPT CLEAN

AT ALL TIMES.

L. PROTECT ADJACENT BUILDING ELEMENTS FROM DAMAGE DURING WORK. REPAIR

ANY DAMAGE TO ADJACENT AREAS.

M. ALL CONSTRUCTION DEBRIS AND WASTE SHALL BE DISPOSED OF OFFSITE IN FULL

COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS.

N. PATCH ALL CRACKED OR SPALLED CONCRETE AT JOINTS TO REPAIR AND MAINTAIN

JOINT WIDTH. SEE UNIT COST FOR ANY ITEMS NOT IDENTIFIED.

O. ALL OUTSIDE CORNERS IN PRECAST WALLS TYPICALLY HAVE ONE JOINT 3" FROM

THE CORNER.

P. CONTRACTOR SHALL PROTECT LAWN IN WORK AREAS. FACILITY WILL REPAIR ANY

DAMAGED LAWN. GRADE ANY RUTS SMOOTH, RE-SEED, AND WATER TO RE-

ESTABLISH LAWN.

Q. STORE SEALANTS & PRIMERS OUTSIDE PRISON EXCEPT FOR DAILY USE.

R. BLUE PAINT ON DOOR FRAMES HAS BEEN TESTED TO BE POSITIVE FOR LEAD AND

ARE DESIGNATED AS "LEAD-CONTAINING". DOORS REQUIRE ABATEMENT AT

PERIMETER OF FRAMES. GC TO BE LEAD PAINT CERTIFIED, FOR "LEAD-CONTAINING

ITEMS.

S. REPLACE ALL EXISTING SEALANT AT VERTICAL AND HORIZONTAL JOINTS, FIXTURES,

OPENINGS AND PENETRATIONS INCLUDING AT THE BASE OF THE PRECAST WHERE

ABUTTED BY CONCRETE.

Level 1 0"

2 2 2

C O

R N

E R

C O

R N

E R

F4 L1.0

Level 1 0"

13 13 13 13 13 2 2 2 2 2

E4 L1.0

Level 1 0"

1 3 31

2 2 2

4 44

39 14 14

F4 L1.0

Level 1 0"

3 3

C O

R N

E R

2 2 2 2 2

8 8

C O

R N

E R

F4 L1.0

KEY PLAN - NOT TO SCALE

ABC

D

E

F G

H

K

NORTH

BUILDING L

BUILDING W

B ACDE

F

B ACDEF

S T

R U

C T

U R

A L

E N

G

IN

E E

R

F O

LD

K el lo gg

A ve

A m es , I

A

P h on e:

.2

.0

F a x:

.2

.0

A R

C H

IT

E

C T

F

O

LD

K el lo gg es , I

A

P h on e:

.2

.0

F a x:

-2

2-

©2026REVISIONS:

PROJECT NUMBER

PROJECT ISSUE DATE

REV DATE DESCRIPTION

L2.0

EXTERIOR ELEVATIONS

D O

C F

D C

F U ni t L

P re

-C as t S ea la nt

W ar eh ou se

W F re ez er F lo or

S ta te o f I ow a

D ep ar tm en t o f A dm in is tr at iv e

S er vi ce s

L S t, F or t D od ge

, I A

8-21-2026

9530.00 RFB 953000-01

100% CONSTRUCTION DOCUMENTS

EXTERIOR ELEVATION NOTES

1 OPENING, REMOVE AND REPLACE PERIMETER SEALANT - COLOR MATCH OR PAINT TO

MATCH EXISTING BLUE.

2 LIGHTS HAVE BEEN REPLACED, SEAL PRERIMETER OF FIXTURE AND SEAL (2) EXISTING

ABANDONED HOLES BELOW EACH FIXTURE.

3 MECHANICAL LOUVER, REMOVE AND REPLACE PERIMETER SEALANT.

4 CONDUIT HOLE, REMOVE AND REPLACE PERIMETER SEALANT.

5 COMPLETELY REMOVE AND REPLACE BACKER ROD AND SEALANT IN JOINT BETWEEN

CONCRETE SLAB AND BASE OF PRECAST WALL.

6 SECURITY CAMERA CONDUIT, REMOVE AND REPLACE PERIMETER SEALANT.

7 J-BOX, REMOVE AND REPLACE PERIMETER SEALANT..

8 PRECAST KNOCK OUT PANEL, REMOVE AND REPLACE PERIMETER SEALANT.

9 ELECTRIC BOXES, REMOVE AND REPLACE PERIMETER SEALANT.

10 WEATHER STATION PLATE, REMOVE AND REPLACE PERIMETER SEALANT.

11 PATCH EXPOSED REBAR

12 THROUGH WALL PIPE PENETRATION, REMOVE AND REPLACE PERIMETER SEALANT.

13 DOWNSPOUT, REMOVE AND REINSTALL AFTER REPLACING SEALANT IN PRECAST JOINT

BEHIND.

14 (E) WALL MOUNTED PIPE.

GENERAL NOTES

SCALE: 1/8" = 1'-0"F4 UNIT L - EXTERIOR ELEVATION - EAST

SCALE: 1/8" = 1'-0"F3 UNIT L - EXTERIOR ELEVATION - NORTH

SCALE: 1/8" = 1'-0"F2 UNIT L - EXTERIOR ELEVATION - WEST

SCALE: 1/8" = 1'-0"F1 UNIT L - EXTERIOR ELEVATION - SOUTH

B B

C C

D4 W1.0

C4 W1.0

F4 W1.0

(E )3

'X 7'

(E

(2 )3

'X 7'

CU

CU

(E) PARKING LOT

(E) WALK

(E) DRIVE

(E) WALK

(E) WALK

(E) STORAGE

BUILDING

(E) WALK

(E) DRIVE

(E) CONC. PAD

(E) FENCE

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS(E) GRASS (E) WALK

(E) DOOR (E) DOOR

(E )8

'X 8'

O H

D (E

)8 'X

8' O

H D

(E)5'X6.5'

(E) BOLLARD (TYP.)

W1.0 C1

SOIL BORING

APPROXIMATE

LOCATION

MIN. 6" DROP

APPROX. 40'-0"

KEY PLAN - NOT TO SCALE

ABC

D

E

F G

H

K

NORTH

BUILDING L

BUILDING W

.0

° 4

.0

.0

12 2

10 10

.0

°4

.0

NOTE:

1. CONSTRUCT SUBDRAIN OUTLET TO DAYLIGHT WITH THE SAME TYPE AND SIZE OF

PIPE AS USED FOR THE SUBDRAIN.

2. PROVIDE A MIN. 1 FOOT RADIUS FOR ALL BENDS OR USE TWO 45 DEGREE FITTINGS.

3. PROVIDE A 6 INCH MIN. DROP IN ELEVATION BETWEEN SUBDRAIN AND OUTLET.

FORESLOPE

MIN. 12" TRENCH FOR OUTLET PIPE

CONCRETE

BLACK DIRT BACKFILL AND HYDROSEED

8"X16"X4" PRECAST

CONCRETE SPLASH

BLOCK

SECTION

PLAN

CONCRETE

(E) SUBGRADE

POROUS BACKFILL

SUBDRAIN CORRIGATED PIPE

FORK TYPE

RODENT GUARD

8"X16"X4" PRECAST

CONCRETE SPLASH

BLOCK

FORK TYPE

RODENT GUARD

BLACK DIRT BACKFILL AND HYDROSEED

GRANULAR FILL

AROUND OUTLET

GRANULAR FILL

AROUND OUTLET

SUBDRAIN PVC PIPE 5' END

SUBDRAIN CORRIGATED PIPE

SUBDRAIN PVC PIPE 5' END

B ACDE

F

B ACDEF

S T

R U

C T

U R

A L

E N

G

IN

E E

R

F O

LD

K el lo gg

A ve

A m es , I

A

P h on e:

.2

.0

F a x:

.2

.0

A R

C H

IT

E

C T

F

O

LD

K el lo gg es , I

A

P h on e:

.2

.0

F a x:

-2

2-

©2026REVISIONS:

PROJECT NUMBER

PROJECT ISSUE DATE

REV DATE DESCRIPTION

W1.0

DEMOLITION PLAN AND

DETAILS

D O

C F

D C

F U ni t L

P re

-C as t S ea la nt

W ar eh ou se

W F re ez er F lo or

S ta te o f I ow a

D ep ar tm en t o f A dm in is tr at iv e

S er vi ce s

L S t, F or t D od ge

, I A

8-21-2026

9530.00 RFB 953000-01

100% CONSTRUCTION DOCUMENTS

SCALE:

TRUE

1/8" = 1'-0"F1 WAREHOUSE W - PARTIAL DEMOLITION PLAN

DEMOLITION PLAN NOTES

1 DEMOLISH 6" CONCRETE CURB

2 REMOVE AND SALVAGE STEEL PLATE THRESHOLD

3 DEMOLISH 4" CONCRETE TOP, 4" INSULATION, AND 4" SLAB-ON-GRADE WITH

6X6-W4.0XW4.0 W.W.F.

4 ESTIMATED CONE OF FROZEN SUB-GRADE. BASE BID TO INCLUDE REMOVAL OF 66 CU

YD OF SUB GRADE THAWING AND REMOVAL. PROVIDE ACTIVE THAWING, MINIMIZE

THAWING TIME WITH GROUND THAWING EQUIPMENT. AFTER SLAB REMOVAL

CONTRACTOR TO SET UP AN ONSITE MEETING TO FURTHER INVESTIGATE THE

EXPOSED SUBGRADE. OWNER TO CONTRACT WITH THIRD PARTY GEOTECHNICAL

ENGINEER TO DETERMINE FINAL EXTENTS OF REMOVAL, FIELD TESTING OF SOIL

MOISTURE CONTENT, SOIL CLASSIFICATION AND WATER TABLE INFLUENCE AND

DOCUMENT FINDINGS. REMOVE EXPANSIVE SOILS TO FROST DEPTH. PLAN FOR

DEWATERING.

5 SHUT DOWN FREEZER CIRCUIT. REMOVE AND SALVAGE WALL MOUNTED FREEZER

UNIT.

6 MOVE EXISTING MODULAR BUILDING AND AFTER WORK IS COMPLETED PLACE BACK ON

SKIDS IN SAME LOCATION AS PRIOR TO THE START OF WORK.

7 EXCAVATE TO INSTALL NEW 4" PERFORATED FABRIC WRAPPED DRAIN TILE WITH

POUROUS BACKFILL

8 HORIZONTAL BORE UNDER SIDEWALK TO INSTALL NEW 4" PERFORATED FABRIC

WRAPPED DRAIN TILE WITH POUROUS BACKFILL

9 EXCAVATE AND INSTALL 4" PERFORATED DOUBLE-WALLED HDPE FABRIC WRAPPED

DRAIN TILE WITH GRANULAR BACKFILL AND 6" MIN. TOP SOIL. CONTRACTOR TO

HYDROSEED THE DISTURBED AREA.

10 DAYLIGHT DRAIN TILE, SEE DETAIL C1/W1.0 FOR MORE DETAIL

11 COMPLETELY REMOVE AND REPLACE BACKER ROD AND SEALANT IN JOINT BETWEEN

CONCRETE SLAB AND BASE OF PRECAST WALL.

12 ELECTRICAL PULL BOX, HAND DIGGING REQUIRED AT THIS LOCATION.

SCALE: 1/4" = 1'-0"F4 DEMOLITION SECTION

SCALE: 1/4" = 1'-0"D4 DEMOLITION SECTION

SCALE: 1/4" = 1'-0"C4 DEMOLITION SECTION

DEMOLITION SECTION NOTES

1 DEMOLISH (2) 4" SLABS, INCLUDING REINFORCING, CURBS, VAPOR BARRIER, AND 4"

RIGID INSULATION TO EXTENTS SHOWN.

2 CAUTION! EXCERCISE EXTREME CARE TO PROTECT FREEZER PANELS TO REMAIN.

3 REMOVE LOOSE AND REPLACE WITH NEW GROUT TO PROVIDE CONTINUOUS SUPPORT

FOR PRECAST PANELS.

4 NOTE: DO NOT EXCAVATE BEYOND A 45 DEGREE ANGLE OF INCIDENCE FROM THE

REMAINING SLAB AND FREEZER PANEL. CONTACT ENGINEER IF FROZEN SUB-GRADE

EXTENDS INTO THIS ZONE.

5 ESTIMATED CONE OF FROZEN SUB-GRADE. BASE BID TO INCLUDE REMOVAL OF 66 CU

YD OF SUB GRADE THAWING AND REMOVAL. PROVIDE ACTIVE THAWING, MINIMIZE

THAWING TIME WITH GROUND THAWING EQUIPMENT. AFTER SLAB REMOVAL

CONTRACTOR TO SET UP AN ONSITE MEETING TO FURTHER INVESTIGATE THE

EXPOSED SUBGRADE. OWNER TO CONTRACT WITH THIRD PARTY GEOTECHNICAL

ENGINEER TO DETERMINE FINAL EXTENTS OF REMOVAL, FIELD TESTING OF SOIL

MOISTURE CONTENT, SOIL CLASSIFICATION AND WATER TABLE INFLUENCE AND

DOCUMENT FINDINGS. REMOVE EXPANSIVE SOILS TO FROST DEPTH. PLAN FOR

DEWATERING.

6 COMPLETELY REMOVE AND REPLACE BACKER ROD AND SEALANT IN JOINT BETWEEN

CONCRETE SLAB AND BASE OF PRECAST WALL.

7 EXISTING PRECAST PANEL.

8 EXISTING FREEZER PANELS.

9 EXISTING CONCRETE FOUNDATION WALL.

10 EXISTING CONCRETE SLAB.

SCALE: 1 1/2" = 1'-0"C1 SUBDRAIN OUTLET

1 Date 1 Revision 1

6 7

12 13 12 14 15 16

21 21

12 13 12 14 1516

21 21

16 16 16

KEY PLAN - NOT TO SCALE

ABC

D

E

F G

H

K

NORTH

BUILDING L

BUILDING W

3 3 3 3

B C

23 3 3 3

B B

C C

W2.0 F3

W2.0

C3

C4 W2.0

C1 W2.0

FREEZER STORAGE

REFRIG.

COOLER STORAGE

LOADING DOCK

(E) DOOR (E) DOOR

(E) BOLLARD (TYP.)

CU

CU

(E) ASPHALT PARKING LOT

(E) WALK

(E) DRIVE

(E) WALK

(E) WALK

(E) STORAGE

BUILDING

(E) WALK

(E) DRIVE

(E) CONC. PAD

(E) FENCE

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

(E) WALK

(E )8

'X 8'

O H

D (E

)8 'X

8' O

H D

(E)5'X6.5'

(E )3

'X 7'

(E

(2 )3

'X 7'

CONCRETE

CONTROL JOINT

W1.0 C1

(E) GRASS

MIN. 6" DROP

APPROX. 40'-0"

A. ALL WORK IS TO BE CONSTRUCTED IN COMPLIANCE WITH STATE BUILDING CODES.

B. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDUSTRY STANDARD

PRACTICES.

C. ANY PERMITS AND FEES REQUIRED TO COMPLETE THE WORK SHALL BE INCLUDED

IN THE CONTRACTOR'S BID.

D. DO NOT SCALE DRAWINGS. DIMENSION SCALES MAY VARY.

E. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS, MEASUREMENTS,

QUANTITIES, AND SITE CONDITIONS. REPORT ANY DISCREPANCIES TO ARCHITECT

PRIOR TO PROCEEDING WITH WORK.

F. LINEAL FOOTAGES INDICATED FOR SEALANTS ARE APPROXIMATED. CONTRACTOR IS

RESPONSIBLE TO FIELD VERIFY ALL BUILDING CONDITIONS AND SELF-PERFORM

THEIR OWN ESTIMATES.

G. ALL LIGHT FIXTURES, TELEPHONE SHROUDS, AND SIAMESE FIRE CONNECTIONS ARE

TO HAVE A SINGLE BEAD OF SEALANT AROUND PERIMETER OF EACH FIXTURE.

H. ALL SEALANT JOINTS ARE TO BE TOOLED CONCAVE. REPLACE ANY SEALANT THAT

HAS AIR POCKETS OR DOES NOT HAVE PROPER SIDE ADHESION.

I. PROVIDE SEALANT AROUND ALL EXPOSED MISCELLANEOUS UTILITY PENETRATIONS

THAT ARE NOT CALLED OUT ON THE DRAWINGS.

J. PROTECT FINISHED SEALANT AREAS IN YARDS AND AROUND ENTRANCES BY

PROVIDING TEMPORARY TAPE BARRIER ON CONES FOR THE DURATION OF CURE

TIME, APPROX. 5 DAYS UNLESS INDICATED OTHERWISE.

K. COORDINATE CONSTRUCTION DUMPSTER LOCATIONS WITH OWNER. WORK AREAS

ARE TO BE CLEANED UP AT THE END OF EACH DAY. JOB SITE SHALL BE KEPT CLEAN

AT ALL TIMES.

L. PROTECT ADJACENT BUILDING ELEMENTS FROM DAMAGE DURING WORK. REPAIR

ANY DAMAGE TO ADJACENT AREAS.

M. ALL CONSTRUCTION DEBRIS AND WASTE SHALL BE DISPOSED OF OFFSITE IN FULL

COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS.

N. PATCH ALL CRACKED OR SPALLED CONCRETE AT JOINTS TO REPAIR AND MAINTAIN

JOINT WIDTH. SEE UNIT COST FOR ANY ITEMS NOT IDENTIFIED.

O. ALL OUTSIDE CORNERS IN PRECAST WALLS TYPICALLY HAVE ONE JOINT 3" FROM

THE CORNER.

P. CONTRACTOR SHALL PROTECT LAWN IN WORK AREAS. FACILITY WILL REPAIR ANY

DAMAGED LAWN. GRADE ANY RUTS SMOOTH, RE-SEED, AND WATER TO RE-

ESTABLISH LAWN.

Q. STORE SEALANTS & PRIMERS OUTSIDE PRISON EXCEPT FOR DAILY USE.

R. BLUE PAINT ON DOOR FRAMES HAS BEEN TESTED TO BE POSITIVE FOR LEAD AND

ARE DESIGNATED AS "LEAD-CONTAINING". DOORS REQUIRE ABATEMENT AT

PERIMETER OF FRAMES. GC TO BE LEAD PAINT CERTIFIED, FOR "LEAD-CONTAINING

ITEMS.

S. REPLACE ALL EXISTING SEALANT AT VERTICAL AND HORIZONTAL JOINTS, FIXTURES,

OPENINGS AND PENETRATIONS INCLUDING AT THE BASE OF THE PRECAST WHERE

ABUTTED BY CONCRETE.

B ACDE

F

B ACDEF

S T

R U

C T

U R

A L

E N

G

IN

E E

R

F O

LD

K el lo gg

A ve

A m es , I

A

P h on e:

.2

.0

F a x:

.2

.0

A R

C H

IT

E

C T

F

O

LD

K el lo gg es , I

A

P h on e:

.2

.0

F a x:

-2

2-

©2026REVISIONS:

PROJECT NUMBER

PROJECT ISSUE DATE

REV DATE DESCRIPTION

W2.0

FLOOR PLAN,

ELEVATIONS, AND

DETAILS

D O

C F

D C

F U ni t L

P re

-C as t S ea la nt

W ar eh ou se

W F re ez er F lo or

S ta te o f I ow a

D ep ar tm en t o f A dm in is tr at iv e

S er vi ce s

L S t, F or t D od ge

, I A

8-21-2026

9530.00 RFB 953000-01

100% CONSTRUCTION DOCUMENTS

SCALE: 1/8" = 1'-0"C3 WAREHOUSE W - EXTERIOR ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"F3 WAREHOUSE W - EXTERIOR ELEVATION - WEST

SCALE: 1/4" = 1'-0"C4 BUILDING SECTION

SCALE: 1/4" = 1'-0"C1 BUILDING SECTION

SCALE:

TRUE

1/8" = 1'-0"F1 WAREHOUSE W - PARTIAL FLOOR PLAN

FLOOR PLAN NOTES

1 NEW 5"x5" CONCRETE CURB

2 REINSTALL STEEL PLATE THRESHOLD

3 COMPACT SUBGRADE AND INSTALL NEW ROCK DRAINAGE LAYER TO FROST DEPTH

4 NEW 4" CONCRETE TOP, POLY VAPOR BARRIER, UNDER SLAB AND WRAP UP TO TOP OF

CURB - TAPE SEAMS, 4" POLYISO INSULATION, AND 4" SLAB-ON-GRADE WITH

6X6-W4.0XW4.0 W.W.F. - SEE STRUCTURE FOR CONTROL JOINTS

5 RE-ENERGIZE FREEZER CIRCUIT AND REINSTALL WALL MOUNTED FREEZER UNIT.

SLOWLY BRING SLAB BACK TO OPERATING TEMP - AVOID THERMAL SHOCK.

6 MOVE EXISTING MODULAR BUILDING AND AFTER WORK IS COMPLETED PLACE BACK ON

SKIDS IN SAME LOCATION AS PRIOR TO THE START OF WORK.

7 EXCAVATE TO INSTALL NEW 4" PERFORATED FABRIC WRAPPED DRAIN TILE WITH

POUROUS BACKFILL

8 HORIZONTAL BORE UNDER SIDEWALK TO INSTALL NEW 4" PERFORATED FABRIC

WRAPPED DRAIN TILE WITH POUROUS BACKFILL

9 EXCAVATE AND INSTALL 4" PERFORATED DOUBLE-WALLED HDPE FABRIC WRAPPED

DRAIN TILE WITH GRANULAR BACKFILL AND 6" MIN. TOP SOIL. CONTRACTOR TO

HYDROSEED THE DISTURBED AREA.

10 DAYLIGHT DRAIN TILE, SEE DETAIL C1/W1.0 FOR MORE DETAIL

11 COMPLETELY REMOVE AND REPLACE BACKER ROD AND SEALANT IN JOINT BETWEEN

CONCRETE SLAB AND WALL.

12 4" CORRUGATED, PERFORATED DRAIN TILE WITH SILT SOCK. SLOPE TO SOUTH. CORE

DRILL OPENING THROUGH FOOTING BELOW TOP ROW OF REINFORCEMENT.

13 ELECTRICAL PULL BOX, HAND DIGGING REQUIRED AT THIS LOCATION.

14 CORE THROUGH EXISTING FOOTING, PROVIDE PVC FOR CORRIGATED PIPE TO RUN

THROUGH AND TIE UNDERSLAB SUBDRAIN INTO EXTERIOR SUBDRAIN TO DAYLIGHT.

EXTERIOR ELEVATION NOTES

1 REMOVE ALL LOOSE/SPALLED AND REPLACE WITH NEW NON-SHRINK GROUT IN

PRECAST BASE JOINT. PERFORM WORK IN SECTIONS TO ENSURE SUPPORT OF

PRECAST PANELS IS NOT COMPROMISED. GROUT FULL DEPTH OF VOID REMAINING

AFTER REMOVAL AND PROVIDE TAPERED EDGE ON EXTERIOR EXPOSED SIDE.

2 MOVE EXISTING MODULAR BUILDING AND AFTER WORK IS COMPLETED PLACE BACK ON

SKIDS IN SAME LOCATION AS PRIOR TO THE START OF WORK.

3 REMOVE AND REPLACE BACKER ROD AND SEALANT AT PRECAST JOINT. EXTEND

BACKER ROD AND SEALANT UP BEHIND THE METAL PARAPET FLASHING ENSURING

THAT JOINT IS SEALED COMPLETELY TO THE UNDERSIDE OF THE PARAPET BLOCKING.

EXTEND DOWN AND ONTO TOP OF CONCRETE FOOTING OR FOUNDATION WALL.

4 COMPLETELY REMOVE AND REPLACE BACKER ROD AND SEALANT IN JOINT BETWEEN

CONCRETE SLAB AND WALL.

5 EXISTING METAL PARAPET FLASHING.

6 EXISTING PRECAST PANELS.

7 EXISTING CONCRETE FOUNDATION WALL.

8 COORDINATE CONSTRUCTION ACCESS TO LOADING DOCK BAYS WITH OWNER

OPERATIONS.

BUILDING SECTION NOTES

1 5"x5" CONCRETE CURB WITH CONTINUOUS #4 BAR AND #4 VERTICAL DOWELS SET IN

SLAB BELOW AT 1'-4" O.C.

2 EXISTING FREEZER PANELS. PROTECT.

3 EXISTING FREEZER DOOR. PROTECT.

4 RE-SET EXISTING DOOR THRESHOLD WITH NEW, RECESSED CONCRETE FASTENERS

AND IN A BED OF EPOXY SEALANT.

5 RE-SET EXISTING MODULAR STORAGE BUILDING ON SKIDS AFTER WORK IS COMPLETE.

6 GRAVEL AGGREGATE. REPLACE AND RE-DRESS AS NECESSARY TO RETURN AREA TO

EXISTING CONDITION. PROVIDE POSITIVE SLOPE AWAY FROM BUILDING.

7 EXISTING ASPHALT SURFACE. PROTECT.

9 4" CORRUGATED, PERFORATED DRAIN TILE WITH SILT SOCK.

10 CORE THROUGH EXISTING FOOTING, PROVIDE PVC FOR CORRIGATED PIPE TO RUN

THROUGH AND TIE UNDERSLAB SUBDRAIN INTO EXTERIOR SUBDRAIN TO DAYLIGHT.

11 STRUCTURAL FILL. QUALIFY WITH GEOTECHNICAL ENGINEER AND COMPACT IN LIFTS.

COORDINATE TESTING WITH GEOTECHNICAL.

12 4" CONCRETE SLAB WITH WWF6X6-W1.4XW1.4.

13 4" THICK 40 PSF HIGH LOAD XPS RIGID INSULATION. PROVIDE TIGHT JOINTS

THROUGHOUT, INCLUDING AT PERIMETER EXISTING FREEZER PANELS. SEAL ALL

JOINTS CONTINUOUSLY.

14 15 MIL VAPOR BARRIER. WRAP UP SIDES ON FACE OF FREEZER PANELS TO THE

FINISHED FLOOR ELEVATION.

15 WASHED AGGREGATE.

16 4" CORRUGATED, PERFORATED DRAIN TILE WITH SILT SOCK. SLOPE TO SOUTH. CORE

DRILL OPENING THROUGH FOOTING BELOW TOP ROW OF REINFORCEMENT.

17 REPLACE NON-SHRINK GROUT FULL DEPTH OF PRECAST PANEL. SLOPE EXTERIOR

EDGE. REPLACE IN SECTIONS TO NOT COMPROMISE PANEL BEARING.

18 EXISTING CONCRETE FOOTING.

19 EXISTING PRECAST PANEL.

20 REPLACE BACKER ROD AND SEALANT AT JOINT BETWEEN PAVING AND CONCRETE

FOUNDATION WALL.

21 PROVIDE 1'-6" #4 DOWEL @ 16" O.C. AT PERIMETER OF SLAB. DRILL, DOWEL, AND

EPOXY WITH 6" EMBEDMENT.

GENERAL NOTES