002 32737 S79 Express Store Camp Dodge - Drwgs 2026-08-13.pdf

PDF 36 MB Posted Aug 15, 2026

Attached to: S79 EXPRESS STORE – CAMP DODGE
Solicitation number: C548SI506
Issued by: Iowa

About this file

Written by GovTribe AI · Sep 14, 2026

This file comprises construction drawings for the S79 Express Store project at Camp Dodge, developed by the Iowa Department of Public Defense. The project involves the demolition of the existing S56 building and construction of a new Exchange Store facility at Camp Dodge. The drawings, dated August 13, 2026, provide the technical specifications and design details necessary for contractors to develop comprehensive bids for the project. Proposals were due September 8, 2026, with Philip Payton, Issuing Officer, serving as the primary point of contact at 515-975-6211 or philip.payton@dpd.iowa.gov. Additional details regarding scope, specifications, contract value, and evaluation criteria are available through IMPACS, the state's contract management system.

The construction drawings serve as essential reference documents for bidders to understand the project requirements, site conditions, and technical specifications for both the demolition and new construction phases. These drawings enable prospective contractors to accurately assess project scope, develop detailed cost estimates, and prepare competitive proposals. The project represents a capital improvement initiative for Camp Dodge's facilities, with the new Exchange Store designed to replace the existing S56 building. Interested parties should reference the IMPACS system for complete solicitation documents, including pricing terms, contract conditions, funding sources, and detailed evaluation criteria.

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Other files

File	Type	Posted
Adversisement for S79 Express Store Camp Dodge.pdf	PDF	Aug 15, 2026
001 32737 S79 Express Store Camp Dodge - Specs 2026-08-13.pdf	PDF	Aug 15, 2026
TSB Form for S79 Express Store Camp Dodge.pdf	PDF	Aug 15, 2026
Form of Bid for S79 Express Store Camp Dodge.pdf	PDF	Aug 15, 2026
1430942-event.pdf	PDF	Aug 15, 2026

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PROJECT LOCATION

LOCATION MAP

PROJECT NO.

FILE NAME

DRAWN BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY

PROJECT INDEX:

OWNER: PROJECT ADDRESS: MANAGING OFFICE:

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

I & S GROUP, INC. (ISG)

8/13/2026 1:27:43 PM

G1-10

TITLE SHEET,

SHEET INDEX,

PROJECT

GENERAL NOTES

32737 ARCH R26

HC/CM

07/10/2026

19084193 / C548SI506

JOHNSTON IOWA

200 32737 G1-10

25-32737

JOHNSTON, IOWA

EXPRESS STORE: BUILDING S79

7105 NW 70TH AVE

JOHNSTON, IOWA 50131

PROJECT MANAGER: ZACH THOMPSON

IOWA ARMY NATIONAL GUARD

7105 NW 70TH AVE

JOHNSTON, IOWA 50131

CAMP DODGE

S79 EXPRESS

STORE -

S79 EXPRESS STORE - CAMP DODGE

G1-10 TITLE SHEET, SHEET INDEX, PROJECT GENERAL NOTES

ISG PROJECT # 25-32737

PROJECT GENERAL NOTES

A. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE,

BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE

PROJECT MANUAL (WHICH INCLUDES GENERAL AND SUPPLEMENTARY

CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL

ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT /

ENGINEER.

B. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE

GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL

EXTENT AND COMPLETE COORDINATION OF ALL WORK. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING AND CORRELATING QUANTITIES AND

DIMENSIONS.

C. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING

INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

D. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE

OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE

SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS,

DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT /

ENGINEER BEFORE PROCEEDING WITH THE WORK.

E. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED,

INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO

MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN

MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY

ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK.

F LARGE-SCALE, MORE SPECIFIC DETAILS TAKE PRECEDENCE OVER

SMALLER-SCALE, LESS SPECIFIC DETAILS AND INFORMATION. MORE STRINGENT

REQUIREMENTS FOR CODE, PRODUCTS AND INSTALLATION TAKE PRECEDENCE

OVER LESS STRINGENT REQUIREMENTS. NOTIFY ARCHITECT/ENGINEER OF ANY

DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION

BEFORE PROCEEDING WITH THE WORK.

G. PROVIDE CONTINUOUS SEALANT AROUND ALL MATERIALS AT ALL INTERIOR AND

EXTERIOR WALL PENETRATIONS. REFER TO SPECIFICATIONS FOR APPROPRIATE

SEALANT.

H. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER

TO AVOID GALVANIC CORROSION.

J. SEAL ALL OPENINGS IN WALLS, FLOORS, CEILINGS, AND ROOFS, AROUND DUCTS,

PIPES, VENTS, TRAPS, CONDUIT AND ALL OTHER PENETRATIONS WITH FIRE

STOPPING AS SPECIFIED AND REQUIRED BY CODES. IF FIRE STOPPING IS NOT

REQUIRED AT PENETRATIONS PER CODE, SEAL WITH CONTINUOUS SEALANT.

K. PROVIDE SOLID WALL BACKING WITH METAL OR FIRE-RETARDANT WOOD

BLOCKING BEHIND DOOR HARDWARE SUCH AS WALL STOPS, BUMPERS, HOLD

OPENS, ETC. AND AT ALL ITEMS REQUIRING FASTENING THROUGH GYP BD. TO

BLOCKING

L. RENDERED IMAGES MAY NOT BE AN ACCURATE REPRESENTATION OF BUILDING

CONDITIONS, REFER TO PLANS AND DETAILS CONTAINED WITHIN FOR SCOPE OF

WORK.

SHEET INDEX

SHEET # SHEET TITLE

GENERAL

G1-10 TITLE SHEET, SHEET INDEX, PROJECT GENERAL NOTES

G1-11 CODE DATA AND CODE DATA PLAN

G1-12 MOUNTING HEIGHTS, ABBREVIATIONS AND SYMBOLS

CIVIL

C0-10 TITLE SHEET

C0-11 DETAILS

C0-12 DETAILS

C1-10 SWPPP NOTES

C1-11 SWPPP DETAILS

C1-12 SWPPP

C2-10 EXISTING SITE AND REMOVALS

C2-11 HAUL ROUTE & LAYDOWN AREA

C3-10 SITE PLAN

C3-20 UTILITIES

C4-10 GRADING PLAN

C5-10 LANDSCAPE PLAN

C5-20 PLANTING NOTES AND DETAILS

ARCHITECTURAL

A1-01 WALL TYPES AND NOTES

A1-21 FIRST FLOOR PLAN & TRASH ENCLOSURE

A1-31 FIRST FLOOR REFLECTED CEILING PLAN

A1-41 FIRST FLOOR FINISH PLAN

A1-49 FINISH SCHEDULES

A1-51 FIRST FLOOR EQUIPMENT PLAN

A1-61 FIRST FLOOR SIGNAGE PLAN

A1-71 ROOF PLAN

A1-72 ROOF DETAILS

A2-11 EXTERIOR ELEVATIONS

A3-11 BUILDING SECTIONS

A3-21 WALL SECTIONS

A3-22 WALL SECTIONS

A3-23 WALL SECTIONS

A3-31 DETAILS

217 EAST 2ND STREET

SUITE 110

DES MOINES, IOWA 50309

PHONE: 515.243.9143

DES MOINES OFFICE

SHEET INDEX

SHEET # SHEET TITLE

P5-12 PLUMBING DETAILS

P6-11 PLUMBING SCHEDULES

MECHANICAL

M2-11 FIRST FLOOR HVAC PLAN

M2-12 ROOF HVAC PLAN

M4-11 HVAC DETAILS

M4-12 HVAC DETAILS

M5-11 HVAC SCHEDULES

M6-11 HVAC CONTROLS

M6-12 HVAC CONTROLS

ELECTRICAL

E2-00 SITE ELECTRICAL PLAN

E2-01 SITE PHOTOMETRICS PLAN

E2-11 FIRST FLOOR POWER PLAN

E2-14 ROOF POWER PLAN

E2-21 FIRST FLOOR LIGHTING PLAN

E2-31 FIRST FLOOR SYSTEMS PLAN

E3-11 ENLARGED VIEWS

E4-11 ONE-LINE ELECTRICAL RISERS

E4-12 ELECTRICAL SYMBOLS, SCHEDULES AND DETAILS

E4-15 FIRST FLOOR POWER AND LIGHTING PLANS - ALTERNATE 1

E5-11 EQUIPMENT SCHEDULES

E5-12 PANELBOARDS SCHEDULES

E5-13 WALK-IN COOLER / FREEZER PANELBOARDS SCHEDULES

E5-21 LIGHTING SCHEDULES

TECHNOLOGY

T2-11 FIRST FLOOR TECHNOLOGY PLAN

T3-11 TECHNOLOGY ENLARGEMENTS

T4-11 TECHNOLOGY DETAILS

T4-12 TECHNOLOGY DETAILS

T5-11 TECHNOLOGY DETAILS, RISER DIAGRAMS, & SCHEDULES

SHEET INDEX

SHEET # SHEET TITLE

A3-32 DETAILS

A4-11 DOOR SCHEDULE, DOOR AND FRAME TYPES

A4-12 DOOR AND FRAME DETAILS

A4-13 DOOR AND FRAME DETAILS

A5-11 ENLARGED FLOOR PLANS

A6-11 INTERIOR ELEVATIONS

A6-12 INTERIOR ELEVATIONS

A6-13 INTERIOR ELEVATIONS

A6-14 INTERIOR DETAILS

A9-21 ALTERNATE 1

STRUCTURAL

S1-00 STRUCTURAL NOTES

S1-01 STRUCTURAL NOTES

S1-05 STRUCTURAL SCHEDULES

S1-11 FOUNDATION PLAN

S1-11 A FRAMING PLANS-ALTERNATE #1

S1-31 SLAB PLAN

S2-11 FOUNDATION & SLAB DETAILS

S2-12 FOUNDATION & SLAB DETAILS

S4-11 ROOF FRAMING PLAN

S6-21 ROOF FRAMING DETAILS

S6-22 ROOF FRAMING DETAILS

GENERAL MECHANICAL

GM0-00 DIV 22,23 SYMBOLS / ABBREVIATIONS

PLUMBING

P2-10 UNDERFLOOR PLUMBING PLAN

P2-11 FIRST FLOOR SANITARY PLUMBING PLAN

P2-21 FIRST FLOOR POTABLE WATER PLUMBING PLAN

P3-11 DRAIN, WASTE, AND VENT ISOMETRICS

P3-21 POTABLE WATER ISOMETRICS

P5-11 PLUMBING DETAILS

"A" SHEETS "S" SHEETS "E" & "T" SHEETS"C" SHEETS

ESSIO

NAL

A R

C H

I T E

P D

E S

N E

SIGNATURE

PRINTED SIGNATURE

DATE

LICENSE NUMBER LICENSE RENEWAL DATE

SEAL

WIO A

SHEETS COVERED BY THIS SEAL:

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 LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF IOWA.

GLADYS M

PETERSEN

ARC08590 ARC08590 06/30/2027

GLADYS M PETERSEN

08/11/2026

ESSIOFO

NALR

P D

E S

N E

E N

E E

SIGNATURE

PRINTED SIGNATURE

DATE

LICENSE NUMBER LICENSE RENEWAL DATE

SEAL

WIO A

SHEETS COVERED BY THIS SEAL:

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.

JOSH

KVASNICKA

P28461 P28461 12/31/2026

JOSH KVASNICKA

08/11/2026

ESSIOFO

NALR

P D

E S

N E

E N

E E

SIGNATURE

PRINTED SIGNATURE

DATE

LICENSE NUMBER LICENSE RENEWAL DATE

SEAL

WIO A

SHEETS COVERED BY THIS SEAL:

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.

ERIC B

GJERSVIK

P16913 P16913 12/31/2027

ERIC B GJERSVIK

08/11/2026

ESSIOFO

NALR

P D

E S

N E

E N

E E

SIGNATURE

PRINTED SIGNATURE

DATE

LICENSE NUMBER LICENSE RENEWAL DATE

SEAL

WIO A

SHEETS COVERED BY THIS SEAL:

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.

CASEY G

LARSEN

P26594 P26594 12/31/2026

CASEY G LARSEN

08/11/2026

ESSIOFO

NALR

P D

E S

N E

E N

E E

SIGNATURE

PRINTED SIGNATURE

DATE

LICENSE NUMBER LICENSE RENEWAL DATE

SEAL

WIO A

SHEETS COVERED BY THIS SEAL:

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.

ADAM

WINSTON PULS

P23206 P23206 12/31/2027

ADAM WINSTON PULS

08/11/2026

"M" SHEETS

REVISION SCHEDULE

DATE DESCRIPTION BY

654 SF

WALK IN

COOLER

280 SF

BARBER

890 SF

INDOOR

FLEX-SPACE

51 SF

RESTROOM

51 SF

RESTROOM

30 SF

JANITOR

290 SF

COMPRESSOR

YARD

183 SF

BOH

COOLER

559 SF

RECEIVING

1177 SF

PROCESSING

76 SF

WALK IN

FREEZER

2382 SF

SALES

AREA

258 SF

VESTIBULE

145 SF

CORRIDOR

28 SF

JANITOR

57 SF

RESTROOM

57 SF

RESTROOM

183 SF

BREAK

ROOM

53 SF

RESTROOM 107 SF

CORRIDOR

245 SF

OFFICE

M E

C H

A N

L R

O O

89 SF

ELECTRICAL

S E

R V

E R

536 SF

MECHANICAL

YARD

177 SF

BOH

FREEZER

107 SF

CORRIDOR

409 SF

INDOOR

FLEX-SPACE

29 SF

BARBER

CLOSET

274 SF

COOPERAGE

TYPE K

FEC

FEC FEC

G1-11

CODE DATA PLAN KEY

14.4" 33.0"

11,234 SF

500 G 22

ROOM #

ROOM NAME

OCC. LOAD FACTOR

(G=GROSS, N=NET)

AREA (SQUARE FT.)

OCCUPANT LOAD

EXIT WIDTH PROVIDED

EXIT WIDTH REQUIRED

EXIT

FIRE EXTINGUISHER

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

COLOR: ENSURE TO COORDINATE

WITH SPEC

FRONTAGE DISTANCE

KNOX BOX

FEC

FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY

IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-

CEILING OR ATTIC SPACES

2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL

AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY ALONG THE WALL OR PARTITION, AND

3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT

WITH A MINIMUM 3/8" STROKE IN A CONTRASTING COLOR

INCORPORATING THE SUGGESTED WORDING "FIRE

AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR

OTHER SIMILAR WORDING.

150 / 10

EGRESS WIDTH INCHES

EGRESS OCCUPANT CAPACITY /

OCCUPANTS SERVED

COMMON PATH OF TRAVEL

DOOR ACTUATOR BUTTONAB

EGRESS PATH

FIRE DEPARTMENT

CONNECTION

AED AUTOMATED EXTERNAL DEFIBRILLATOR

MAX OCCUPANCY SIGNAGEA

ø 5' - 7

CLEAR FLOOR SPACE T-SHAPED TURNING

SPACE OPTION 1

5' - 8"

2' - 6"

11" 3' - 6" 11"

5' - 4"

T-SHAPED TURNING

SPACE OPTION 2

T-SHAPED TURNING

SPACE OPTION 3

CIRCULAR SHAPED

TURNING SPACE

ANSI A117.1 2017 NEW BUILDING CLEARANCE LEGEND

1' - 0" 3' - 4" 1' - 0"1' - 4" 3' - 0" 1' - 4"

WALL LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING RATED EXTERIOR

CONSTRUCTION TO REMAIN

EXISTING RATED INTERIOR

CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

NEW RATED INTERIOR CONSTRUCTION

NEW RATED EXTERIOR CONSTRUCTION

CONTRACTOR TO VERIFY EXISTING RATED WALL

CONSTRUCTION IN FIELD AND REPORT ANY

DISCREPANCIES TO THE PROJECT ARCHITECT.

GENERAL CODE DATA

32737 CAMP DODGE PX – JOHNSTON, IOWA

CODE DATA – UPDATED 8/5/26

APPLICABLE CODES

UFC 1-200-01 UNIFIED FACILITIES CRITERIA (UFC) DEPARTMENT OF DEFENSE

BUILDING CODE

(BASED ON 2024 INTERNATIONAL BUILDING CODE)

2024 INTERNATIONAL BUILDING CODE AS ADOPTED BY IOWA ADMINISTRATIVE

RULE CHAPTERS 481-280 AND 481-301

2024 INTERNATIONAL FIRE CODE AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTER 481-280

2012 INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED BY IOWA

ADMINISTRATIVE RULE CHAPTER 481-301

2012 NFPA 101 LIFE SAFETY CODE AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTER 481-280

SMOKE ALARMS/DETECTORS AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTER 481-280

CARBON MONOXIDE ALARMS AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTER 481-280

STATE MECHANICAL CODE AS ADOPTED BY THE DEPARTMENT OF PUBLIC HEALTH

IOWA ADMINISTRATIVE RULE CHAPTER 481-426

STATE PLUMBING CODE AS ADOPTED BY THE DEPARTMENT OF PUBLIC HEALTH

IOWA ADMINISTRATIVE RULE CHAPTER 481-425

STATE ELECTRICAL CODE AS ADOPTED BY THE STATE ELECTRICAL LICENSING

BOARD IOWA ADMINISTRATIVE RULE CHAPTER 481-404

ACCESSIBILITY CODES AND STANDARDS

UFC 1-200-01 UNIFIED FACILITIES CRITERIA (UFC) DEPARTMENT OF DEFENSE

BUILDING CODE

(BASED ON 2024 INTERNATIONAL BUILDING CODE)

ABA STANDARDS AND DEPARTMENT OF DEFENSE POLICY MEMORANDUM

ACCESSIBILITY STANDARDS FOR DEPARTMENT OF DEFENSE FACILITIES

2010 AMERICANS WITH DISABILITIES ACT AS ADOPTED BY IOWA ADMINISTRATIVE

RULE CHAPTER 481-301

OCCUPANCY CLASSIFICATION AND USE

BUSINESS GROUP B

BREAK ROOM 106: 182 SF (GROUP B OCCUPANCY PER 2024 IBC 303.1.2)

INDOOR FLEX SPACE 123: 412 SF (GROUP B OCCUPANCY PER 2024 IBC 303.1.2)

MERCANTILE GROUP M

ASSEMBLY GROUP A-3 (ACCESSORY OCCUPANCY < 10% OF FLOOR AREA PER

2024 IBC 508.2.3)

INDOOR FLEX SPACE 119: 895 SF / 9,350 SF (BASE BUILDING) = 9.57 PERCENT

FIRE PROTECTION SYSTEMS

NONSPRINKLERED

MIXED USE AND OCCUPANCY

NONSEPARATED OCCUPANCIES

CONSTRUCTION TYPE

TYPE VB

PRIMARY STRUCTURAL FRAME: 0 HOUR RATED

EXTERIOR BEARING WALLS: 0 HOUR RATED

INTERIOR BEARING WALLS: 0 HOUR RATED

EXTERIOR NONBEARING WALLS (BASED ON FIRE SEPARATION DISTANCE): 0 HOUR

RATED

INTERIOR NONBEARING WALLS: 0 HOUR RATED

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HOUR

RATED

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HOUR RATED

BUILDING HEIGHT

TABULAR ALLOWABLE HEIGHT: 1 STORY ABOVE GRADE PLANE / 40 FEET ABOVE

GRADE PLANE

ACTUAL HEIGHT: 1 STORY ABOVE GRADE PLANE / 25 FEET ABOVE GRADE PLANE

BUILDING AREA

BASE BUILDING

TABULAR ALLOWABLE AREA FACTOR (At): 9,000 SF

TABULAR ALLOWABLE AREA FACTOR FOR NONSPRINKLERED BUILDING (NS):

9,000 SF

FRONTAGE INCREASE FACTOR (If): 0.75

PERCENTAGE OF BUILDING PERIMETER: 401 FEET / 491 FEET = 82

PERCENT

OPEN SPACE: 30 FEET OR GREATER

ALLOWABLE AREA (Aa) = [At + (NS)(If)]

[9,000 + (9,000)(0.75)] = 15,750 SF

BASE BUILDING AND ALTERNATE

TABULAR ALLOWABLE AREA FACTOR (At): 9,000 SF

TABULAR ALLOWABLE AREA FACTOR FOR NONSPRINKLERED BUILDING (NS):

9,000 SF

FRONTAGE INCREASE FACTOR (If): 0.75

PERCENTAGE OF BUILDING PERIMETER: 468 FEET / 559 FEET = 84

PERCENT

OPEN SPACE: 30 FEET OR GREATER

ALLOWABLE AREA (Aa) = [At + (NS)(If)]

[9,000 + (9,000)(0.75)] = 15,750 SF

ACTUAL AREA

BASE BUILDING: 9,350 SF

ALTERNATE: 1,100 SF

BASE BUILDING AND ALTERNATE: 10,450 SF

OCCUPANT LOAD

BASE BUILDING

ACCESSORY STORAGE / MECHANICAL: 1,074 SF / 300 GROSS SF = 4

OCCUPANTS

RECEIVING, COOPERAGE, MECHANICAL / ELECTRICAL / SERVERS

ASSEMBLY WITHOUT FIXED SEATS

UNCONCENTRATED (TABLES / CHAIRS)

INDOOR FLEX SPACE: 895 SF / 15 NET SF = 60 OCCUPANTS

INDOOR FLEX SPACE: 412 SF / 15 NET SF = 28 OCCUPANTS

BREAK ROOM: 182 SF / 15 NET SF = 13 OCCUPANTS

BUSINESS AREAS

OFFICE: 249 SF / 150 GROSS SF = 2 OCCUPANTS

BARBER SPACE, RESTROOMS, CORRIDOR: 637 SF / 150 GROSS SF = 5

OCCUPANTS

PROCESSING KITCHEN: 1,189 SF / 200 GROSS SF = 6 OCCUPANTS

MERCANTILE

SALES AREA, RESTROOMS AND CORRIDOR: 3,494 SF / 60 GROSS SF = 59

OCCUPANTS

STORAGE, STOCK, SHIPPING AREAS: 1,218 SF / 300 GROSS SF = 5

OCCUPANTS

COOLERS AND FREEZERS

ALTERNATE

MERCANTILE

FLEX 150: 825 SF / 60 GROSS SF = 14 OCCUPANTS

STORAGE, STOCK, SHIPPING AREAS

FLEX BACK OF HOUSE 151: 275 SF / 300 GROSS SF = 1 OCCUPANT

OCCUPANT LOAD

BASE BUILDING: 182 OCCUPANTS

ALTERNATE: 15 OCCUPANTS

BASE BUILDING AND ALTERNATE: 197 OCCUPANTS

MEANS OF EGRESS

BASE BUILDING

MINIMUM NUMBER OF EXITS REQUIRED (BASED ON OCCUPANT

LOAD): 2

ACTUAL NUMBER OF EXITS: 10

MINIMUM EGRESS WIDTH REQUIRED: (182 OCCUPANTS)(0.20) = 36.40

INCHES

ACTUAL EGRESS WIDTH: 365 INCHES (11 EXTERIOR EXIT DOORS)

BASE BUILDING AND ALTERNATE

MINIMUM NUMBER OF EXITS REQUIRED: 2

ACTUAL NUMBER OF EXITS: 11

MINIMUM EGRESS WIDTH REQUIRED: (197 OCCUPANTS)(0.20) = 39.40

INCHES

ACTUAL EGRESS WIDTH: 433 INCHES (13 EXTERIOR EXIT DOORS)

COMMON PATH OF EGRESS TRAVEL DISTANCE: 75 FEET MAXIMUM

EXIT ACCESS TRAVEL DISTANCE: 200 FEET MAXIMUM

PANIC HARDWARE OR FIRE EXIT HARDWARE REQUIRED AT LATCHING

AND/OR LOCKING DOORS SERVING A GROUP “A” OCCUPANT LOAD OF 50

OR MORE

PLUMBING FIXTURES REQUIRED (BASE BUILDING AND ALTERNATE)

ASSEMBLY

101 OCCUPANTS / 2 = 51 MEN AND 51 WOMEN

51 / 125 = 0.41 WATER CLOSETS FOR MEN

51 / 65 = 0.78 WATER CLOSETS FOR WOMEN

51 / 200 = 0.26 LAVATORIES FOR MEN

51 / 200 = 0.26 LAVATORIES FOR WOMEN

101 / 500 = 0.20 DRINKING FOUNTAINS

BUSINESS

13 OCCUPANTS / 2 = 7 MEN AND 7 WOMEN

7 / 25 = 0.28 WATER CLOSETS FOR MEN

7 / 25 = 0.28 WATER CLOSETS FOR WOMEN

7 / 40 = 0.18 LAVATORIES FOR MEN

7 / 40 = 0.18 LAVATORIES FOR WOMEN

13 / 100 = 0.13 DRINKING FOUNTAINS

MERCANTILE

79 OCCUPANTS / 2 = 40 MEN AND 40 WOMEN

40 / 500 = 0.08 WATER CLOSETS FOR MEN

40 / 500 = 0.08 WATER CLOSETS FOR WOMEN

40 / 750 = 0.05 LAVATORIES FOR MEN

40 / 750 = 0.05 LAVATORIES FOR WOMEN

79 / 1,000 = 0.08 DRINKING FOUNTAINS

STORAGE

4 OCCUPANTS / 2 = 2 MEN AND 2 WOMEN

2 / 100 = 0.02 WATER CLOSETS FOR MEN

2 / 100 = 0.02 WATER CLOSETS FOR WOMEN

2 / 100 = 0.02 LAVATORIES FOR MEN

2 / 100 = 0.02 LAVATORIES FOR WOMEN

4 / 1,000 = 0.01 DRINKING FOUNTAINS

TOTAL PLUMBING FIXTURES REQUIRED

0.79 (1) WATER CLOSET FOR MEN

1.16 (2) WATER CLOSETS FOR WOMEN

0.51 (1) LAVATORY FOR MEN

0.51 (1) LAVATORY FOR WOMEN

0.42 (2) ACCESSIBLE DRINKING FOUNTAINS (1 HIGH SPOUT AND 1

LOW SPOUT)

1 SERVICE SINK

PLUMBING FIXTURES PROVIDED (BASE BUILDING AND ALTERNATE)

2 WATER CLOSETS FOR MEN

2 WATER CLOSETS FOR WOMEN

2 LAVATORIES FOR MEN

2 LAVATORIES FOR WOMEN

1 UNISEX TOILET ROOM WITH 1 WATER CLOSET AND 1 LAVATORY

4 ACCESSIBLE DRINKING FOUNTAINS (2 HIGH SPOUT AND 2 LOW SPOUT)

2 SERVICE SINKS

FLEX

FLEX BOH

REFER TO WALL TYPES FOR

WALL CONSTRUCTION

SEMI-RECESSED FIRE

EXTINGUISHER CABINET. VERIFY

ROUGH OPENING REQUIREMENTS

WITH MANUFACTURER

3/4" PLYWOOD

REFER TO WALL TYPES FOR

WALL CONSTRUCTION

SEMI-RECESSED FIRE

EXTINGUISHER CABINET. VERIFY

ROUGH OPENING REQUIREMENTS

WITH MANUFACTURER AND

INSTALLATION HEIGHT WITH

MOUNTING HEIGHTS AND

STANDARDS DETAIL

BATT INSULATION

SECTION VIEW

PLAN VIEW

PROJECT NO.

FILE NAME

DRAWN BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

8/13/2026 1:27:44 PM

G1-11

CODE DATA AND

CODE DATA PLAN

32737 ARCH R26

HC/CM

07/10/2026

19084193 / C548SI506

JOHNSTON IOWA

200 32737 G1-11

25-32737

CAMP DODGE

S79 EXPRESS

STORE -

G1-11 CODE DATA AND CODE DATA PLAN

SHEET NOT VALID UNLESS THIS TEXT IS COLOR.

1/8" = 1'-0"1

CODE DATA PLAN

EGRESS PATH SCHEDULE

MARK

TRAVEL

DISTANCE CLEAR WIDTH COMMENTS

Egress Path A 85' - 9 9/32" 3' - 0" STORE

Egress Path ALT 35' - 11" 3' - 0" ALTERNATE

Egress Path B 24' - 10 27/32" 3' - 0" BARBER

1/8" = 1'-0"2

CODE DATA PLAN - ALTERNATE

FEC

1" = 1'-0"3

SEMI-RECESS FEC

*U R

A D

A C

O M

P L

T O

N L Y

M A

FLUSH VALVE

RIM

MOUNTING HEIGHTS AND STANDARDS

WALL-MOUNT LAVATORY

(WITH KNEE AND TOE

CLEARANCES)

DROP-IN LAVATORY (WITH

KNEE AND TOE

CLEARANCES)

MIN

IN9

*K C

MAX

6" MIN

11"

KNEE

CLEARANCE

AREA

TOE

CLEARANCE

AREA

25" MAX

17" MIN

*T S

MIN

IN9

*K C

MAX.

6" MIN

11"

25" MAX

17" MIN

KNEE

CLEARANCE

AREA

TOE

CLEARANCE

AREA

18 1/4" MIN.

AMBULATORY STALL

PLAN VIEW

(GRAB BARS EA SIDE,

REFER TO WATER CLOSET -

SIDE WALL DETAIL

FOR CONFIGURATION)

36" CLEAR

C L E

A R

W H

E V

E R

I S

R E

A T

E R

WATER CLOSET

REAR WALL

WATER CLOSET

SIDE WALL

24" MIN 12" MIN

*WCC

*G B

24" MIN

42" MAX

7"-9"

*G B

*V B

12" MAX 42" MIN

*VBC

54" MIN

OPERABLE PARTS OF

DISPENSERS AND SANITARY

PRODUCT RECEPTACLES

SHALL BE LOCATED WITHIN

HATCHED AREA (ONLY

APPLICABLE FOR ADULT

RESTROOMS)

60" CLEAR FLOOR SPACE

*W C

S 4

M A

*T P

MIRROR

24" MIN

S U

R F

A C

E O

F M

O R

M A

X T

O R

E F

L E

C T

NOTE:

35" IF NOT LOCATED

ABOVE LAVS, SINKS

OR COUNTERS

CENTER ON

LAV BELOW

SOAP

DISPENSER

SANITARY PRODUCT

DISPENSER

SANITARY PRODUCT

RECEPTACLE

PAPER

TOWEL

DISPENSER

ELECTRIC HAND

DRYER

COAT HOOKS MOP STRIP SHELF DIAPER CHANGING TABLE

TOP AT 2" MIN BELOW

HORIZONTAL GRAB BAR;

OPERABLE PARTS

WITHIN 12" MIN AND 40"

MAX FROM REAR WALL

A D

A C

O M

P L

T Y

A L

(P A

R A

L L E

L A

P P

R O

A C

T O

L A

T C

G M

E C

H A

O F

U N

F O

L D

E D

T A

B L E

A X

T O

WASTE

RECEPTACLE

PAPER TOWEL

DISPENSER WITH

WASTE

O P

E R

A B

L E

P A

R T

O H

E S

FIRE EXTINGUISHER

OR CABINET

T O

P O

F H

A N

D L

FIXTURE CLEARANCES

DESCRIPTION

*GBH GRAB BAR HEIGHT

*TPH TOILET TISSUE DISPENSER HEIGHT

*WCC WATER CLOSET CENTER LINE

*WCS WATER CLOSET SEAT HEIGHT

*TSH TOP OF SINK OR COUNTER HEIGHT

*KCH KNEE CLEARANCE HEIGHT

*VBH VERTICAL GRAB BAR HEIGHT

*VBC VERTICAL GRAB BAR CENTERLINE

*HDH HIGH DRINKING FOUNTAIN SPOUT HEIGHT

*LDH LOW DRINKING FOUNTAIN SPOUT HEIGHT

*DSD DRINKING FOUNTAIN SPOUT DEPTH

*URH URINAL RIM HEIGHT

ADULTS (>12 YR)

33" - 36"

18" - 48"

17" - 18"

17" - 19"

34"

27"

39" - 41"

38" - 43"

36"

ACCESSIBLE

18" - 48"

16" - 18"

17" - 19"

34"

27"

38" - 43"

36"

STANDARD

17" 24"

MIN.

15"

*K C

*L D

*H D

6" MAX 11" MIN

CLEAR

15" MIN

CLEAR

15" MIN

*H D

DRINKING FOUNTAINS

SIDE ELEVATION

DRINKING FOUNTAINS

FRONT ELEVATION

*L D

*DSD

25" MAX

17" MIN

ADA COMPLIANT SIGNAGE HANDRAIL

MULTIPLE LINE

ADA SIGNAGE

B O

T T

O M

E O

F B

R A

L E

O B

O T

T O

M O

O F

T O

P L

T E

X T

A X

T O

B O

T T

O M

T O

P O

F B

A R

URINAL (ADA COMPLIANT ONLY)

WHEN TWO OR MORE URINALS ARE

SHOWN, MOUNT ONLY ONE AT ADA

COMPLIANT HEIGHT AND OTHERS

AT STANDARD RIM HEIGHT

REAR WALL GRAB BAR

OMITTED WITHIN

AMBULATORY STALLS

DOOR

ACTUATOR

BUTTON

DOOR ACTUATOR BUTTON

32" CLEAR MIN.

DOOR MUST

SWING OUT

MATERIALS KEY

WOOD

SAND

STEEL

GRAVEL

GYPSUM BOARD

PLYWOOD

CONCRETE (SECTION)

GRANULAR FILL

EARTH

CMU (SECTION)

BATT INSULATION

BRICK

RIGID INSULATION

OR SHEATHING

SYNTHETIC STUCCO

TAGS AND SYMBOLS

SECTION

INTERIOR /

EXTERIOR

ELEVATION

DETAIL CALLOUT

AREA OF DETAIL

LEVEL 1

100'-0"

ELEVATION

DRAWING

TITLE

SHEET NUMBER

DETAIL NUMBER

ABBREVIATIONS

SPRAY IN PLACE

INSULATION

VIEW NAME

1/8" = 1'-0"

A1-11

SECTION NUMBER

SHEET NUMBER

A1-11

ELEVATION NUMBER

SHEET NUMBER

WELD SYMBOL

1/4 2-12

NOTES

COLUMN TYPE

CAP PLATE

BASE PLATE

COLUMN

??? 100' - 0"

SPOT

ELEVATION

DESCRIPTION

ELEVATION

DENOTES

ANNOTATION IS

REFERENCING

ANOTHER VIEW

*REFER TO ANSI FOR WELD

SYMBOL STANDARDS

CP#

BP#

MOMENT

CONNECTION

SYMBOL

FOOTING STEP

BEAM SPLICE

SYMBOL

PIER TYPE

FOUNDATION

WALL TYPE

FOOTING TYPE

*REFER TO MOMENT

CONNECTION DETAILS

DIRECTION OF

INSTALL

FDN1

LEDGE STEP

FOOTING &

LEDGE STEP

NEW

CONSTRUCTION

GRIDS

EXISTING

CONSTRUCTION

GRIDS

1 1

WINDOW TYPE

EQUIPMENT TYPE A

MATERIAL TYPE

CASEWORK

TAG

FIN#

AL15

CDS

H# D#

MOD LINE 1

MOD LINE 2

CDS CATALOG NUMBER FROM

NORTH AMERICAN

ARCHITECTURAL WOODWORK

STANDARDS (NAAWS)

(IF "M" IS INCLUDED SEE NOTE

BELOW FOR DESCRIPTION OF

MODIFICATION)

NOMINAL DEPTH

NOMINAL HEIGHT

NOMINAL WIDTH

DESCRIPTION OF MODIFICATION

FROM CDS CATALOG

FRAMING

TAG

18K W8X24 100'-0" (25) C=1" 15K

REACTION, TYPICAL

BOTH ENDS

MEMBER SIZE

NUMBER OF STUDS

CAMBER SIZE

WALL TYPE M12

SLAB TYPE SL#-9A

KEYNOTE TAG 3

DOOR NUMBERS 101

F1CEILING, FLOOR, OR

ROOF ASSEMBLY TYPE

ALT #

1/ A1-11

ALTERNATE

CALLOUT

DETAIL AND

SHEET NUMBER

ALTERNATE

NUMBER

MEMBER ELEVATION

SHEAR WALL

TAG

TYPE #

SHEAR WALL TAG

REACTION VALUE,

TYPICAL BOTH ENDS

HOLD DOWN TYPE,

TYPICAL BOTH ENDS

FLOOR

MATERIAL TYPE

F FIN#

SW#

PROJECT NO.

FILE NAME

DRAWN BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

8/13/2026 1:27:45 PM

G1-12

MOUNTING

HEIGHTS,

ABBREVIATIONS

AND SYMBOLS

32737 ARCH R26

HC/CM

07/10/2026

19084193 / C548SI506

JOHNSTON IOWA

200 32737 G1-12

25-32737

CAMP DODGE

S79 EXPRESS

STORE -

G1-12 MOUNTING HEIGHTS, ABBREVIATIONS AND SYMBOLS

# POUND OR NUMBER

@ AT

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

AWP ACOUSTICAL WALL PANEL

B BASE

BD BOARD

BL BROADLOOM CARPET

BLDG BUILDING

BO BOTTOM OF OR BY OWNER

BR BRICK

BRG BEARING

BSMT BASEMENT

C CONDUIT

CFS COLD FORMED STEEL

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CM CORRUGATED METAL

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CPT CARPET

CR CHAIR RAIL

CRK CORK

CT TILE

CURT PRIVACY CURTAIN

CY CUBIC YARD

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DH DOOR HOLDER (MAGNETIC)

DIA DIAMETER

DLS DIMENSIONAL LETTER SIGNAGE

EA EACH

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

ELEC ELECTRICAL

ELEV ELEVATION

EMERG EMERGENCY

ENCL ENCLOSURE

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ETC ETCETERA

EWC ELECTRIC WATER COOLER

EX EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

F&I FURNISH AND INSTALL

FA FRESH AIR

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FLOOR FINISH

FFE FINISHED FLOOR ELEVATION

FRP FIBERGLASS REINFORCED PLASTIC

FRZ FREEZER

FS FLOOR SINK

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPT

GL GLAZING

GND GROUND

GYP GYPSUM

HD HUB DRAIN

HDG HOT DIP GALVANIZED

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

ID INSIDE DIAMETER

IG ISOLATED GROUND

IMP INSULATED METAL PANEL

INFO INFORMATION

INP IN-PLACE

INSUL INSULATION

INT INTERIOR

J JUNCTION BOX

JAN JANITOR

JBE JOIST BEARING ELEVATION

JST JOIST

KES KITCHEN EQUIPMENT SUPPLIER

kW KILOWATT

LAV LAVATORY

LB POUND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LN LINEAR

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEP MECHANICAL , ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MULL MULLION

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OH OVERHEAD

OHD OVERHEAD DOOR

OL OVERALL LENGTH

OPNG OPENING

ORD OVERFLOW ROOF DRAIN

OSB ORIENTED STRAND BOARD

PC PHOTO CELL, POLISHED CONCRETE

PLAM PLASTIC LAMINATE

PLWP PLASTIC LAMINATE WALL PANEL

PNT PAINT

PNT-#E EPOXY PAINT

POLYETH POLYETHYLENE

POLYISO POLYISOCYANURATE

PRV POWER ROOF VENTILATOR

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTZ QUARTZ

RA RETURN AIR

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

RES RESINOUS FLOOR

REV REVISION / REVISED

RM ROOM

RO ROUGH OPENING

ROW / R/W RIGHT OF WAY

RP RESIN PANEL

RTE REFER TO ELEVATION

RTU ROOF TOP UNIT

SA SUPPLY AIR

SC SEALED CONCRETE

SF SQUARE FOOT

SIM SIMILAR

SM SURFACE MOUNTED

SPEC SPECIFICATION

SS SOLID SURFACE

SSTL STAINLESS STEEL

STD STANDARD

STN STONE

STOR STORAGE

SUSP SUSPENDED

SV SHEET VINYL

SY SQUARE YARDS

T&G TONGUE AND GROOVE

T&P TEMPERATURE AND PRESSURE

TB TACK BOARD

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEC TECTUM

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TO TOP OF

TOF TOP OF FOOTING

TOL TOP OF LEDGE

TOS TOP OF STEEL

TOW TOP OF WALL

TR TAMPER RESISTANT

TS TUBE STEEL / THRESHOLD / TRANSITION STRIP

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VF VINYL FLOOR

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWP VENEER WALL PANEL

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCG WALL COVERING

WD WOOD

WF WINDOW FILM

WG WALL GUARD

WH WALL HYDRANT

WHTR WATER HEATER

WP WEATHERPROOF

WT WINDOW TREATMENT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

32737-C0-TITLE

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

R O

D U

O N

D W

G S\

7- C

D W

D B

SHEET NOT VALID UNLESS THIS TEXT IS COLOR.

19084193

25-32737

08/13/26

C0-10

B.M. ELEVATION=835.66

BURY BOLT ON HYDRANT APPROXIMATELY

305' SW OF THE SW CORNER OF THE

EXISTING BUILDING ON THE SITE

CIVIL SHEET INDEX

C0-10 TITLE SHEET

300 32737 C0-10

IOWAJOHNSTON

TITLE SHEET

EBG

SITE SUMMARY

PROJECT

ADDRESS/LOCATION:

MAINTENANCE DRIVE

JOHNSTON, IOWA

ZONING: GOVERNMENT FACILITY DISTRICT

SITE/LOT AREA: 50,000 SF (1.1 AC)

REQUIRED SETBACKS

PARKING BUILDING

FRONT YARD 0' 0'

SIDE YARD 0' 0'

REAR YARD 0' 0'

PARKING DATA

LAND USE CLASSIFICATION GOVERNMENT

PARKING SPACES REQUIRED

(CODE)

GOVERNING INFORMATION IA ARNG

PARKING SPACES REQUIRED 27

PARKING STALLS PROVIDED

STANDARD 25

ACCESSIBLE 2

TOTAL 27

PROJECT GENERAL NOTES

ALL CONSTRUCTION SHALL COMPLY WITH THE 2026 EDITION OF THE STATEWIDE URBAN

DESIGN AND SPECIFICATIONS (SUDAS) FOR PUBLIC IMPROVEMENTS, UNLESS DIRECTED

OTHERWISE.

HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM

OF 1983 (NAD83), IOWA STATE PLANE, SOUTH ZONE, IN U.S. SURVEY FEET.

ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD 88).

RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES

FOR THIS PROJECT.

THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN MARCH, 2026

BY ISG.

SPECIFICATIONS REFERENCE

PROJECT DATUM

TOPOGRAPHIC SURVEY

1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE,

BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE

PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS

AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA,

MODIFICATIONS, AND CLARIFICATIONS ISSUED BY ARCHITECT/ENGINEER.

2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE

GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL

EXTENT AND COMPLETE COORDINATION OF ALL WORK.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING

INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING

INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE

OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE

SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS,

DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY

ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

6. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE

APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED

ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES

BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS,

NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER

TO AVOID GALVANIC CORROSION.

8. THE LOCATION AND TYPE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS

ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE

TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY

OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES,

LOCATIONS, AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY

DISCREPANCIES OR VARIATIONS FROM PLAN.

9. THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS A

MINIMUM OF 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION

(811 or 1-800-292-8989).

10. AFTER ALL UTILITIES HAVE BEEN INSTALLED BUT PRIOR TO SUBSTANTIAL

COMPLETION, CONTRACTOR SHALL DEMONSTRATE, IN THE PRESENCE OF THE

OWNER, CONTINUITY OF ALL TRACER WIRES FROM END TO END AT ALL

UNDERGROUND UTILITIES. TRACER WIRES WHICH FAIL A CONTINUITY TEST

SHALL BE REPAIRED OR REPLACED AND RE-TESTED UNTIL A SUCCESSFUL

CONTINUITY TEST IS ACHIEVED. PROVIDE OWNER 48 HOUR NOTICE OF THIS

ACTIVITY

11. THE CONTRACTOR SHALL SUPPLY ALL CONSTRUCTION LAYOUT STAKING FOR

THIS PROJECT, INCLUDING FOR EXTERIOR IMPROVEMENTS AND UTILITIES.

ENGINEER WILL SUPPLY GEOMETRIC INFORMATION FOR PURPOSES OF

STAKING UPON REQUEST. CONTRACTOR SHALL GIVE ENGINEER 48-HOUR

NOTICE PER REQUEST FOR SAID INFORMATION.

LOCATION MAP

ADA AMERICANS WITH

DISABILITIES ACT

ADD ADDENDUM

AFF ABOVE FINISHED

FLOOR

AGG AGGREGATE

APPROXAPPROXIMATE

ARCH ARCHITECT,

ARCHITECTURAL

BFE BASEMENT FLOOR

ELEVATION

BIT BITUMINOUS

BLDG BUILDING

BM BENCHMARK

CAD COMPUTER-AIDED

DESIGN

CB CATCH BASIN

CFS CUBIC FEET PER

SECOND

CF CUBIC FOOT

CI CAST IRON

CIP CAST IRON PIPE

CIPC CAST IN PLACE

CONCRETE

CJ CONTROL JOINT

CL CENTERLINE

CMP CORRUGATED

METAL PIPE

CO CLEANOUT

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CR COUNTY ROAD

CY CUBIC YARD

C&G CURB AND GUTTER

DEMO DEMOLITION

DI DROP INTAKE

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

EA EACH

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EOF EMERGENCY

OVERFLOW

EQ EQUAL

EX EXISTING

FG FINISHED GROUND

F/G FORM GRADE

FDC FIRE DEPARTMENT

CONNECTION

FDN FOUNDATION

FES FLARED END

SECTION

FFE FINISHED FLOOR

ELEVATION

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FOOT, FEET

FTG FOOTING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL

CONTRACTOR

GD GROUND

GFE GARAGE FLOOR

ELEVATION

GL GUTTERLINE

GPM GALLONS PER

MINUTE

GV GATE VALVE

HDPE HIGH DENSITY

POLYETHYLENE

HD HEAVY DUTY

HH HANDHOLE

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HR HOUR

HWL HIGH WATER LEVEL

HWY HIGHWAY

HYD HYDRANT

I INVERT

ID INSIDE DIAMETER

IN INCH

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

J-BOX JUNCTION BOX

JT JOINT

LF LINEAR FEET

LIN LINEAR

LPS LOW PRESSURE

STEAM

LS LUMP SUM

LSO

LOWEST

STRUCTURAL

OPENING

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

NO NUMBER

NTS NOT TO SCALE

NWL NORMAL WATER

LEVEL

OC ON CENTER

OCEW ON CENTER EACH

WAY

OD OUTSIDE DIAMETER

OH OVERHEAD

OHWL ORDINARY HIGH

WATER LEVEL

OHD OVERHEAD DOOR

OZ OUNCE

PCC PORTLAND CEMENT

CONCRETE

PED PEDESTAL,

PEDESTRIAN

PERF PERFORATED

PL PROPERTY LINE

PP POLYPROPYLENE

PSI POUNDS PER

SQUARE INCH

PVC POLYVINYL

CHLORIDE

PVMT PAVEMENT

QTY QUANTITY

R RIM

RAD RADIUS

RCP REINFORCED

CONCRETE PIPE

RD ROOF DRAIN

REBAR REINFORCING BAR

REM REMOVE

ROW RIGHT OF WAY

R/W RIGHT OF WAY

SAN SANITARY

SCH SCHEDULE

SF SQUARE FOOT

SPEC SPECIFICATION

SQ SQUARE

STA STATION

STM STORM

SY SQUARE YARD

T/C TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TNFH TOP NUT OF FIRE

HYDRANT

TRANS TRANSFORMER

TV TELEVISION

T/W TOP OF WALL

TYP TYPICAL

UTILITY,

UNDERGROUND

TELEPHONE

VCP VITRIFIED CLAY PIPE

W/O WITHOUT

W/ WITH

YD YARD

YR YEAR

ABBREVIATIONS

SYMBOL LEGEND

EXISTING PROPOSED

STORM MANHOLE

STORM CATCH BASIN

STORM CLEANOUT

STORM CULVERT

DOWNSPOUT

ROOF DRAIN

SANITARY MANHOLE

SANITARY CLEANOUT

LIFT STATION

WATER REDUCER

WATER VALVE

WATER VALVE MAHOLE

WATER CURB STOP

WATER SHUT-OFF

POST INDICATOR VALVE

FIRE DEPARTMENT

CONNECTION

WELL

MONITORING WELL

LAWN SPRINKLER BOX

LAWN SPRINKLER HEAD

HYDRANT

YARD HYDRANT

UTILITY POLE

LIGHT POLE

GROUND LIGHT

GUY WIRE

TRANSFORMER

HANDHOLE

ELECTRIC MANHOLE

ELECTRIC METER

UTILITY VAULT

AIR CONDITIONER

GAS METER

GAS VALVE

SOIL BORING

FLAG POLE

MAILBOX

TRAFFIC SIGNAL

SIGN

STREET SIGN

WHEEL STOP

RAILROAD CROSSING SIGN

POST

DECIDUOUS TREE

CONIFEROUS TREE

BUSH

TREE STUMP

WETLAND / MARSH

ROCK / BOULDER

NOTE:

CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.

EX STM MH

EX CB

EX CO

EX SAN MH

EX CO

EX LIFT STATION

EX POST INDICATOR VALVE

W EX MW

EX YARD HYD

EX HH

EX ELEC MH

GGV

SB-1

EX SIGNAL

LINETYPE LEGEND

EXISTING PROPOSED

STORM DRAIN

SANITARY SEWER

SANITARY SEWER FORCEMAIN

WATER MAIN

GAS

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

UNDERGROUND TV

OVERHEAD UTILITY

UNDERGROUND UTILITY

FIBER OPTIC

WETLAND

WATER EDGE

DITCH / SWALE

FENCE LINE

TREE LINE

PROPERTY / LOT LINE

RIGHT OF WAY LINE

ACCESS CONTROL

EASEMENT LINE

NOTE:

CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.

<II

II>

I I

G G

OE OE

UE UE

UT UT

UTV UTV

OHL OHL

UTL UTL

FO FO

WET WET

X X

W E

PROJECT LOCATION

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

SCALE IN FEET

250' 500'

MAINTENANCE DRIVE

REMOUNT RD

USO

TRUCK ENTRANCE RD

Sheet Number Sheet Title

C0-10 TITLE SHEET

C0-11 DETAILS

C0-12 DETAILS

C1-10 SWPPP NOTES

C1-11 SWPPP DETAILS

C1-12 SWPPP

C2-10 EXISTING SITE AND REMOVALS

C2-11 HAUL ROUTE & LAYDOWN AREA

C3-10 SITE PLAN

C3-20 UTILITIES

C4-10 GRADING PLAN

C5-10 LANDSCAPE PLAN

C5-20 PLANTING NOTES AND DETAILS

32737-C0-DETAILS

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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7- C

0- D

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08/13/26

C0-11

DETAILS

C0-11 DETAILS

300 32737 C0-11

IOWAJOHNSTON

EBG

PIPE BOLLARD - PAINTED

NTS

4'- 0"

3'- 0"

2'- 0"

1'-6"

CONCRETE FOOTING

FINISH GRADE

SLOPE TOP OF

CONCRETE FILL

EXPANSION FELT

WITH TEAR AWAY STRIPS

SEAL AFTER REMOVAL OF STRIPS

6"Ø CONCRETE-FILLED

STEEL PIPE BOLLARD

PRIMED AND PAINTED

PAVEMENT SECTION

(SEE DETAIL)

YELLOW

(TYP)

2'(TYP)

2' (T

4" WHITE PARKING

STRIPING

(TYP)

ACCESSIBLE PARKING

STRIPING SYMBOL

(TYP)

4" DIAGONAL WHITE

PARKING STRIPING

(TYP)

ACCESSIBLE

PARKING SIGN

ACCESSIBLE

PARKING SIGN

NO PARKING

SIGN

CONCRETE WALK

ACCESSIBLE PARKING AREA

NTS

9' 9'

CONCRETE SLAB (MIN 4000 PSI)

AGGREGATE BASE

5" 6"

COMPACTED SUBGRADE

CONCRETE PAVEMENT

NTS

IOWA DOT GRADATION 14

STANDARD

CONCRETE SLAB (MIN 4000 PSI)

AGGREGATE BASE

7" 6"

COMPACTED SUBGRADE

CONCRETE PAVEMENT

NTS

IOWA DOT GRADATION 14

HEAVY DUTY

CONCRETE SLAB (MIN 4000 PSI)

AGGREGATE BASE

4" 4"

COMPACTED SUBGRADE

CONCRETE WALK

NTS

IOWA DOT GRADATION 32, SAND

BACK OF CURB

BACK OF CURB LEVEL

WITH GUTTER LINE

CURB TAPER GUTTER LINE

CORNER CURB CUT

STORM OUTLET

NTS

TURF REINFORCEMENT MAT,

INSTALL PER MANUFACTURER'S

INSTRUCTIONS

TURF REINFORCEMENT MAT,

INSTALL PER MANUFACTURER'S INSTRUCTIONS

NOTES:

1. GRADE BEHIND CURB TO BE LEFT 2" LOWER THAN FLOW

LINE TO ALLOW ROOM FOR TURF REINFORCEMENT MAT AND

FOR GRASS TO NOT OBSTRUCT FLOW

ANCHOR EDGE SECTION

4'2'

COMPACTED SUBGRADE

NON-WOVEN GEOTEXTILE FABRIC

AGGREGATE SURFACE

NTS

CLASS A CRUSHED STONE

IOWA DOT GRADATION 14

S79 EXPRESS

STORE -

CAMP DODGE

32737-C0-DETAILS

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

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D U

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D \P

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C0-12

DETAILS

C0-12 DETAILS

300 32737 C0-12

IOWAJOHNSTON

EBG

SW-203

SANITARY SEWER CLEANOUT

(Dimensions are nominal)

CLEANOUT

CASTING

Sewer Main

6''9''

45 Bend

Wye

4'' min.

2'' min.

Casting

Cap

#4 Bar (typ.)

6'' PVC Riser

Standard duty casting complying with AASHTO M 306. Mark lid with ''Sanitary'' or ''Sanitary C.O.''

Do not allow casting to bear on top of riser pipe.

6 inch PVC Service Pipe

Threaded PVC cap or iron body ferrule with brass screw plug

20'' min.

Concrete Pad

Plug

8" 7

FIGURE 4010.203 STANDARD ROAD PLAN

SANITARY SERVICE

NTS

SEWER

MAIN

CONNECT TO

BUILDING PIPING

PVC SERVICE PIPE

TAPE TRACER WIRE TO PVC

PIPE WITH 2" WIDE PVC TAPE

(@ BENDS & TWICE PER 13' PIPE)

REMOVE INSULATION,

EXPOSE 2' MIN LENGTH

OF TRACER WIRE

1 1/2" DIA. SCH. 40 PVC PIPE

(LENGTH VARIES, 8' MIN.)

TRACER WIRE

CONTINUOUS,

NO SPLICES

WIRE TO BE

LOOPED

TRACER WIRE ACCESS

BOX-MARK LOCATION

WITH 6' STEEL POST

FINISHED GROUND

LENGTH AS DIRECTED

WATER

MAIN

CURB STOPS SHALL BE WITH

TRACER WIRE TYPE COMPRESSION NUTS.

NUTS TO BE FULLY WRAPPED WITH PVC TAPE

POLYETHYLENE

SERVICE

(SEE PLAN FOR SIZE)

TRACER WIRE

CONTINUOUS

NO SPLICES

METALLIC CURB BOX

TO BE POLY WRAPPED

CURB BOX WITH

TRACER WIRE SCREW.

TRACER WIRE CURB BOX LID

FINISHED GROUND

CONNECT

TRACER WIRE

TO WATERMAIN

TRACER WIRE

WATER MAIN ℄R/W

CORPORATION

CONNECT TO EXISTING

WATER SERVICE AT R/W

VARIES '

TYPICAL WATER SERVICE

NTS

COIL TRACER WIRE

(FOR FUTURE SERVICE)

5.5

7030.206

CURB RAMPS OUTSIDE OF

INTERSECTION RADIUS

SUDAS Standard Specifications

W min.

Detectable Warning

Key

Turning Space

4'-0" min.

4'-0"

4'-0" min.

PERPENDICULAR CURB RAMP

(For Class A Sidewalk)

PARALLEL CURB RAMP

(For Class A Sidewalk)

Curb Ramp

4'-0"

PERPENDICULAR AND PARALLEL CURB RAMP

(For Class B or C Sidewalk)

Perpendicular Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. Match pedestrian street crossing cross slope at back of curb. At mid-block crossings, cross slope may exceed 2.0% to match roadway grade.

Parallel Curb Ramp: Target cross slope of 1.5% with a maximum cross slope of 2.0%. The length of the parallel ramp is not required to exceed 15 feet, regardless of resulting slope. Do not exceed 8.3% slope for parallel ramps shorter than 15 feet.

Turning Space: Target slope of 1.5%, with a maximum slope perpendicular to the travel directions of 2.0%. At mid-block crossings, cross slope of landing may exceed 2.0% to match roadway grade. Minimum 4 feet by 4 feet.

Flare (10:1 max.) required if ramp is contiguous with sidewalk.

Right-of-w ay min.

HORIZONTAL ROOF DRAIN,

SIZE VARIES. INSTALL @

ELEVATIONS SHOWN ON

PLANS

6" PVC LEADER

45° FITTING

CAST IRON

DOWNSPOUT BOOT

4" DOWNSPOUT

BUILDING LINE

FINISH FLOOR

(REFER TO PLANS)

DOWNSPOUT CONNECTION

NTS

2" AIR GAP

1" THICKENED EDGE

PROPOSED GRADE

3' PCC FLUME DETAIL

NTS

S79 EXPRESS

CAMP DODGE

CONSTRUCTION ACTIVITIES & SCHEDULING

CONSTRUCTION ACTIVITY NOTES: CONSTRUCTION ACTIVITY NOTES: MAINTENANCE SCHEDULESTORMWATER MANAGEMENT:

NOTES:

32737-C1-SWPPP

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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7- C

D B

08/13/26

C1-10

SWPPP NOTES

C1-10 SWPPP NOTES

300 32737 C1-10

IOWAJOHNSTON

SCALE IN FEET

EBG

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

9040.102

FILTER BERM AND FILTER SOCK

SUDAS Standard Specifications

Water Flow

Disturbed Area

Dire cti on of F low

2'-0"

Water Flow

(for perimeter control along street)

'-0

" m ax

(for sediment and slope control)

Area to be Protected

Fill Material

Filter Material

Stakes (typ.)

Construct "J-hook" at each end on an individual section of sock or berm.

Place berm or sock perpendicular to slope.

Stake

Berm shown is typical for slopes flatter than 3:1. For steeper slopes, increase berm size as directed by the Engineer.

Place berm in uncompacted windrow perpendicular to the slope at locations specified in the contract documents.

Filter sock diameter as specified in the contract documents.

PLAN VIEW OF SLOPE

FILTER BERM

FILTER SOCK

SECTION VIEW AT STREET

TYPICAL PLACEMENT OF BERM OR SOCK

-0 " m ax . l en gt h pe r s ec tio n

'-0 " i f s lo pe is fl at te r t ha n

3' m in.

Ove rla p

9040.105

WATTLE

SUDAS Standard Specifications

Disturbed Area

Area to be Protected

Space as specified in the contract documents.

4' -0

" m ax

Wattle

Dire ctio n of F low

3'-0"

4'-0" max.

Stakes

2-4" Trench

Compact trench spoil against uphill side of wattle.

9" (nominal) dia.

or as specified.

Joint Wrap

Turn uphill.

9040.120

STABALIZED

CONSTRUCTION ENTRANCE

SUDAS Standard Specifications

Length

Thickness as specified (6" min.).

20'-0" m inimum

10'-0" m in.

1 Entrance length: 50 foot minimum (30 foot for single family residential), or as specified in the contract documents.

Length of entrance may be increased if sediment track-out occurs.

CULVERT END CONTROL

SEDIMENT CONTROL LOG

NTS

NOTES:

1. SEDIMENT CONTROL LOG CAN BE COMPOST, WOOD CHIP, OR ROCK

2. d = CULVERT SIZE: 12"-36"

SEDIMENT CONTROL LOG

FLOW

32737-C1-SWPPP

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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D U

O N

D W

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7- C

D B

08/13/26

C1-11

SWPPP DETAILS

C1-11 SWPPP DETAILS

300 32737 C1-11

IOWAJOHNSTON

SCALE IN FEET

EBG

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

X X X X X X X X X X

X X

XXXXXXXXXX

X X

UT UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

UTUTUT

U T

UT UT

U E

UE UE UE UE UE

UE UE UE UE

U E

UE UE

U E

UE UE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

UEUEUEUEUE

U E

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

G G

I I I I I I I I I I I I I I I I I I I

I I

837 838 838

X X X

X X

834834834 835 836

836 836

837 837

I I

G G

32737-C1-SWPPP

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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D U

O N

D W

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7- C

D B

08/13/26

C1-12

SWPPP

C1-12 SWPPP

300 32737 C1-12

IOWAJOHNSTON

EBG

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

EROSION CONTROL LEGEND

SYMBOL DESCRIPTION

EROSION STONE, 12" DEPTH WITH ENGINEERING FABRIC

STORM DRAIN INLET PROTECTION

WATTLE

STABILIZED CONSTRUCTION EXIT

ROLLED EROSION CONTROL PRODUCT (RECP), TYPE 2.B

TURN REINFORCEMENT MAT (TRM), TYPE 5.A

BASE BID ONLY, NOT REQUIRED FOR ALTERNATE #2

CONCRETE WASHOUT AREA, SHALL BE ABOVE GROUND

CONTAINER SYSTEM

EXISTING DRAINAGE ARROW

PROPOSED DRAINAGE ARROW

EXISTING CONTOUR (MINOR INTERVAL)

EXISTING CONTOUR (MAJOR INTERVAL)

PROPOSED CONTOUR (MINOR INTERVAL)

PROPOSED CONTOUR (MAJOR INTERVAL)

PERIMETER CONTROL CAN BE SILT FENCE OR WATTLE.

SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.

NOTE: EROSION CONTROL PLAN COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE

INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE

REQUIREMENTS OF THIS PLAN INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF

EACH UTILITY.

SCALE IN FEET

20 40

X X X X X X X X X X

X X

XXXXXXXXXX

X X

UT UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

UTUTUT

U T

UT UT

U E

UE UE UE UE UE

UE UE UE UE

U E

UE UE

UE UE UE UE

UE UE

U E

UE UE

U E

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

UEUEUEUEUE

U E

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

G G

IIIIIIIIIIIIIIIIII

I I I I I I I I I I I I I I I I I I I

I I

837 838 838

R=833.74

EX SAN MH

I=820.64 (8" PVC) E

I=818.69 (8" PVC) S

I=818.59 (8" PVC) N

R=838.75

EX SAN MH

I=827.85 (8" PVC) W DNF OUTLET?

I=827.95 (6" PVC) S

I=827.95 (6" PVC) N

32737-C2-EXIST

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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D U

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D W

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7- C

D B

08/13/26

C2-10

EXISTING SITE AND

REMOVALS

C2-10 EXISTING SITE AND REMOVALS

300 32737 C2-10

IOWAJOHNSTON

SCALE IN FEET

20 40

EBG

DEMO EXISTING BUILDING,

FOUNDATIONS AND

PCC APRONS

REMOVE EXISTING FENCE (TYP)

REMOVE EXISTING FENCE

AND GATE

REMOVE EXISTING FENCE

REMOVE TRANSFORMER

AND PAD

PROTECT BOLLARDS

RELOCATE EXISTING

LIGHT POLE

(SEE ELECTRICAL)

PROTECT EXISTING UTILITIES

ADJUST EXISTING

UTILITY BOX TO MATCH

PROPOSED GRADE.

PROTECT UNDERGROUND

UTILITIES

PROTECT LIGHT POLE PROTECT LIGHT POLE

REMOVAL LEGEND

SYMBOL DESCRIPTION

REMOVE CONCRETE

PAVEMENT

REMOVE CONCRETE WALK

REMOVE AGGREGATE

SURFACING

DEMOLISH BUILDING

CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION

AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH

SAWCUT AND SECTION REMOVAL.

REMOVE BOLLARD

(TYP)

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

RELOCATE/LOWER GAS LINE

AS NECESSARY, COORDINATE

WITH UTILITY COMPANY

REMOVE EXISTING SANITARY SERVICE

PLUG EXISTING SANITARY SERVICE AT WYE

REMOVE EXISTING ELECTRIC CONDUIT

SEE ELECTRICAL PLAN FOR REROUTING

REMOVE EXISTING ELECTRIC CONDUIT

SEE ELECTRICAL PLAN FOR REROUTING

REMOVE EXISTING SERVICES

TO BUILDING

REMOVE WATER SERVICE

PLUG AT MAIN

PROTECT EXISTING UTILITY

ADJUST EXISTING

UTILITY BOX TO MATCH

PROPOSED GRADE.

PROTECT UNDERGROUND

UTILITIES

PROTECT EXISTING LIGHT POLE

REMOVE EXISTING

HAND HOLE

REMOVE EXISTING CROSSWALK PAINT

X X X

X X

X X X X X X X X X X X

X X

XXXXXXXXXX

X X

UT UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT

UTUTUT

U T

UT UT

U E

UE UE UE UE UE

UE UE UE UE

U E

UE UE

U E

UE UE

UE UE UE UE UE UE UE UE UE UE UE UE UE

UEUE

U E

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

I I I I I I I I I I I I I I I

I I

837 838 838

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

32737-C2-EXIST

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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D U

O N

D W

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7- C

D B

08/13/26

C2-11

HAUL ROUTE &

LAYDOWN AREA

C2-11 HAUL ROUTE & LAYDOWN AREA

300 32737 C2-11

IOWAJOHNSTON

SCALE IN FEET

20 40

EBG

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

MAIN GATE

HAUL ROUTE

NW 70TH AVE.

PROJECT SITE

LAYDOWN AREA

HAUL ROUTE

D R.

REMOUNT RD.

LAYDOWN AREA

ADDITIONAL POTENTIAL LAYDOWN AREA

COORDINATE WITH OWNER

ENTRY/EXIT

X X X

X X

UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

UTUTUT

U T

UT UT

U E

UE UE UE UE UE

U E

UE UE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

UEUEUEUE

U E

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

G G

I I I I I I I I I I I I I I I I I

X X X

X X

UT UT UT UT UT UTUT UT UT UT UT UT

UE UE UE UE UE UE

G G G G G G

I I I I I I

32737-C3-SITE

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

D W

G L

O C

R O

P R

O J\

D O

D G

-J O

H N

R O

D U

O N

D \P

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B Y:

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C3-10

SITE PLAN

C3-10 SITE PLAN

300 32737 C3-10

IOWAJOHNSTON

SCALE IN FEET

20 40

EBG

D R.

R19.

R19.5'

R5'

R5' R5'

R5'

9' 9'

18' (TYP)9' (TYP)

10.5'

6.5'

6' 6'

24'

EXIST SAN SEWER MAIN

BOLLARD

24'R5' R5'

R25'

R8'

ADA RAMP WITH

DETECTABLE

WARNING PANEL

CAST IRON

LIGHT POLE

PAVEMENT LEGEND

SYMBOL DESCRIPTION

STANDARD CONCRETE

PAVEMENT, 6"

HEAVY DUTY CONCRETE

PAVEMENT, 7"

CONCRETE WALK, 5"

TURN DOWN CONCRETE WALK

AGRREGATE SURFACE

ALTERNATE #2: HEAVY DUTY

CONCRETE PAVEMENT, 7"

S79 EXPRESS

STORE -

CAMP DODGE

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

HEAVY DUTY CONCRETE

PAVEMENT, 7"

STANDARD CONCRETE PAVEMENT, 6"

R25'R40'

R5'R5'

3' WIDE PCC

FLUME

CURB CUT &

PCC FLUME

(SEE DETAIL)

CURB CUT &

PCC FLUME

(SEE DETAIL)

ADA RAMP &

SIGNS

NO PARKING

SIGN

NO PARKING

SIGN

FENCE WITH SERVICE GATE

SEE ARCH

FENCE WITH SERVICE GATE

SEE ARCH

47.38'

R34'

EXPRESS STORE

2.5'

AGGREGATE SURFACE

ALTERNATE #2: HEAVY DUTY CONCRETE PAVEMENT

HEAVY…

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File details come from the government source that posted it. Updated Sep 14, 2026.