Drawings (1).pdf
PDF 8 MB Posted
- Attached to
- T-603 Covered Training Building State and local contract opportunity
- Solicitation number
- 542SI466
- Issued by
- Iowa
About this file
This is a set of construction drawings for the T-603 Covered Training Building project at Camp Dodge in Johnston, Iowa, prepared by Farnsworth Group (GROUP) for the Iowa Army National Guard (IAARNG). The project involves the construction of a one-story open structure pre-engineered metal building totaling 7,200 square feet designed for military training purposes. The building will feature a 100-foot by 72-foot footprint with exposed structural elements painted in safety yellow and battleship grey, prefinished standing seam metal roofing, and continuous metal gutters with downspouts. The structure will be supported on reinforced concrete piers with a 6-inch reinforced concrete slab on grade sloping at 1/8 inch per 12 inches for drainage. The finished floor elevation is set at 827.00 feet, with the top of the rigid frame at 10 feet above the finished floor. The project is located at 7105 NW 70th Avenue in Johnston, Iowa, on approximately 3 acres in the SE 1/4 of the NW 1/4, Section 35-80-25, with a disturbed area of 0.70 acres. Construction documents are dated April 29, 2026, and include civil plans addressing site layout, grading, utilities, and erosion control; architectural plans detailing floor layouts and exterior elevations; and structural notes and foundation plans. The drawings incorporate NPDES General Permit Number 2 requirements for storm water pollution prevention, including silt fencing, construction entrances with stabilized rock, concrete washout areas, and inlet protection measures. The project requires contractor compliance with Iowa Code, SUDAS Standard Specifications, OSHA regulations, and coordination with utility providers including Iowa One Call (1-800-292-8989) prior to excavation work.
The contractor is responsible for all site utility conflicts, locating existing underground utilities, and coordinating adjustments with utility owners at no additional cost to the owner. All work must be performed under the supervision of a licensed land surveyor and in coordination with the project engineer, with staking completed directly by a single surveying company retained by the general contractor. The contractor must submit a detailed work schedule at the project preconstruction conference and obtain written approval from Farnsworth Group and the IAARNG for any changes to proposed site infrastructure or grades. Contractor responsibilities include protecting all non-removal structures, removing debris daily from adjacent properties, and maintaining erosion control measures throughout the permit period until final stabilization is achieved, defined as uniform perennial vegetative cover establishment per NPDES General Permit No. 2. A qualified storm water inspector must conduct inspections every seven days and after rainfall events, with results documented and provided to both the general contractor and owner. The contractor is solely liable for all damages to public or private property caused by their actions or inactions regarding storm water flow, and Bishop Engineering disclaims liability for on-site injuries including those resulting from trench collapses or unidentified underground utilities. Any soil import or export is considered incidental and will not be measured or paid separately; however, borrow material is available within Camp Dodge properties near NW 100th Street and NW 88th Avenue, and spoil disposal is permitted at Camp Dodge properties near NW 90th Avenue and Des Moines Avenue, with coordination required through the owner's representative.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 1388142-event.pdf | ||
| Form of Bid (2).pdf | ||
| Advertisement (1).pdf | ||
| TSB Form (2).pdf | ||
| Specifications (1).pdf |
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Text version
Iowa National Guard
Johnston, Iowa
DATE: 04/29/2026
INDEX OF DRAWINGS
LOCATION MAP
PROFESSIONAL REGISTRATIONS
GROUP
G
RO
U P
T-
C ov er ed T ra in in g
Bu ild in g
0%
B
ID
D O
C U
M
EN
TS
Io w a
N at io na l G ua rd
7105 NW 70th Street
A/E PROJECT NO.: 02500314.001
100% BID DOCUMENTS
04/29/2026
T-603 Covered Training Building
14225 University Avenue, Suite 110 - Waukee, Iowa 50263 - Phone: (515) 225-3469 / info@f-w.com
GENERAL:
COVER SHEET
CIVIL:
C0.1 CIVIL NOTES AND REFERENCES
C1.1 EXISTING CONDITIONS/REMOVALS
C2.1 LAYOUT PLAN
C3.1 GRADING AND UTILITY PLAN
C4.1 EROSION CONTROL PLAN
ARCHITECTURAL:
A1.1 PLANS & DETAILS
A2.1 EXTERIOR ELEVATIONS & ROOF DETAILS
STRUCTURAL:
S0.1 STRUCTURAL NOTES
S1.1 FOUNDATION PLAN & STRUCTURAL DETAILS
S1.2 ROOF FRAMING PLAN
ELECTRICAL:
E0.1 SITE PLAN - ELECTRICAL
E1.1 FLOOR PLAN - ELECTRICAL
ROBERT C. RIDGWAY
LI
C
E N
S
ED
PROFESSI ON AL
AR
C H
I TEC
* IO W A *
T
ROBERT C.
RIDGWAY
#07570
IAARNG PROJECT NO.: 19084209
IAARNG CONTRACT NO.: 542SI466
DENNIS M.
BENNETT
#14202LI
C
E N
S E
D
PROFESSIONAL
EN
G
IN
E
E R
* IO W A *
DENNIS M. BENNETT, P.E.
NATHAN T.
KRESS
#21136LI
C
E N
S E
D
PROFESSIONAL
EN
G
IN
E
E R
* IO W A *
NATHAN T. KRESS, P.E.
IOWA NATIONAL GUARD
T-603 COVERED TRAINING BUILDING
CAMP DODGE
7105 NW 70TH AVENUE
JOHNSTON, IOWA 50131-1824
DAVID B.
BENTZ
#17143LI
C
E N
S E
D
PROFESSIONAL
EN
G
IN
E
E R
* IO W A *
DAVID B. BENTZ, P.E.
CAMP DODGE T-603 COVERED TRAINING BUILDING
JOHNSTON, IOWA
SITE PLAN
IOWA
ONE CALL
1-800-292-8989 www.iowaonecall.com
Know what's below.
Call before you dig.
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC RISER
ELECTRIC VAULT
POWER POLE
TRANSFORMER POLE
LIGHT POLE
ELECTRIC JUNCTION BOX
ELECTRIC PANEL
TRANSFORMER
GROUND LIGHT
GUY WIRE
ELECTRIC HANDHOLE
GAS METER
GAS VALVE
AIR CONDITIONING UNIT
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
TRAFFIC SIGNAL MANHOLE
FIBER OPTIC RISER
FIBER OPTIC FAULT
CABLE TV RISER
SIGN
E
EM
E
ELEC
EJ
EP
GM
GV
A/C
T
TEL
T
TS
FO
F/O
TV
SHEET INDEX:
C0.1 CIVIL NOTES/ REFERENCES
C1.1 EXISTING CONDITIONS/ REMOVALS
C2.1 LAYOUT PLAN
C3.1 GRADING & UTILITY PLAN
C4.1 EROSION CONTROL PLAN
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, STATE OF IOWA CODE REQUIREMENTS AND SUDAS
STANDARD SPECIFICATIONS. THE IAARNG MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.
2. IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
3. IN EVENT OF A DISCREPANCY BETWEEN DETAILED PLANS, SPECS, AND SOILS REPORT. CONTRACTOR SHALL NOTIFY GUARD AND DESIGNERS
FOR CLARIFICATION PRIOR TO CONSTRUCTION. BIDS SHALL ASSUME THE MORE RESTRICTIVE/COSTLY OPTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE.
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS
SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.
6. ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE
FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."
7. BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT
SHOWN ON PLAN.
8. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR
FACILITIES.
9. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.
10. LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS.
11. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.
12. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.
13. THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH
OWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL
RESOURCES AND THE CITY OF WEST DES MOINES.
14. GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND
IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.
15. THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF
CONSTRUCTION, AT THE END OF EACH WORK DAY.
16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD AND DEBRIS THAT HAS BEEN TRACKED OR WASHED OUTSIDE
OF THE DESIGNATED PROJECT SITE.
17. DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.
UTILITY NOTES:
1. THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.
2. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES.
EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY
ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
3. ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR
PRIVATE STORM SEWER TO REMAIN IN SERVICE.
UTILITY NOTE:
THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.
ABBREVIATIONS:
AC ACRES
ASPH ASPHALT
BK BOOK
CONC CONCRETE
D DEEDED DISTANCE
EX EXISTING
ENCL ENCLOSURE
FF FINISHED FLOOR
FL FLOW LINE
FRAC FRACTIONAL
M MEASURED DISTANCE
MH MANHOLE
OPC ORANGE PLASTIC CAP
P PLATTED DISTANCE
PG PAGE
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
PRA PREVIOUSLY RECORDED AS
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT OF WAY
RPC RED PLASTIC CAP
SF SQUARE FEET
SAN SANITARY
TYP TYPICAL
YPC YELLOW PLASTIC CAP
N NORTH
S SOUTH
E EAST
W WEST
NIC NOT IN CONTRACT
UTILITY CONFLICT NOTES:
1. UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST
UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.
2. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS
OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION.
3. FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF
A CONFLICT EXISTS.
STAKING NOTES:
1. CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND
SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER.
2. CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR
BY A SINGLE COMPANY.
3. STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT
PER PLAN.
SPECIFICATIONS NOTES:
1. IN THE EVENT OF A DISCREPANCY BETWEEN THE BISHOP ENGINEERING PROJECT SPECIFICATIONS AND
URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (SUDAS), SUDAS STANDARD
SPECIFICATIONS SHALL GOVERN.
2. FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO
PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.
3. FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE BISHOP ENGINEERING AND IAARNG FOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES
PRIOR TO PROCEEDING WITH ANY CHANGES.
WETLAND NOTES:
1. BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE
OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES
SURVEY NOTES:
1. SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 02/07/2025. SEE SHEET C1.1 AS PART OF
THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARY INFORMATION.
DESCRIPTION:DATE:#
ISSUE:
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
CIVIL NOTES AND
REFERENCES
C0.1
BK
BK
DB
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
DESCRIPTION:DATE:#
ISSUE:
DESCRIPTION:DATE:#
ISSUE:
100% Bid Documents 6/30/2025
LEGEND:
SAN SANITARY SEWER
ST STORM SEWER
W WATER LINE
G GAS LINE
U/E UNDERGROUND ELECTRIC
O/E OVERHEAD ELECTRIC
TELE TELEPHONE LINE
F/O FIBER OPTIC
CATV CABLE TV
STORM MANHOLE
CURB INTAKE
SURFACE INTAKE
FLARED END SECTION
SANITARY MANHOLE
CLEANOUT
FIRE HYDRANT
SPRINKLER
IRRIGATION CONTROL VALVE
WATER MANHOLE
WELL
WATER VALVE
WATER SHUT OFF
YARD HYDRANT
D
S
CO
H Y D
ICV
W
WSO
Y A DR
W
WV
DENOTES NUMBER OF PARKING STALLS
PROPERTY CORNER - FOUND AS NOTED
PROPERTY CORNER- PLACED 3/4" IRON PIPE
WITH YELLOW PLASTIC CAP ID #14775
SECTION CORNER - FOUND AS NOTED
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
06/30/2025
02500314.001
542S1466
PC220060
PROPERTY DESCRIPTION:
SE 1/4 OF THE NW 1/4, SECTION 35-80-25, CITY OF
JOHNSTON, POLK COUNTY, IOWA
SUBJECT TO AND TOGETHER WITH ANY AND ALL
EASEMENTS AND RESTRICTIONS OF RECORD.
AREA:
APPROXIMATELY 3 ACRES
DISTURBED AREA = 0.70 ACRES
ADDRESS:
7105 NW 70TH AVENUE
JOHNSTON, IA 50131
OWNER:
CAMP DODGE / STATE OF IOWA
7105 NW 70TH AVENUE
JOHNSTON, IA 50131
PREPARED FOR:
FARNSWORTH GROUP
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IA 50263
515-225-3469
PARKING COUNT:
EXISTING PARKING = 0 STALLS
PROPOSED PARKING = 0 STALLS
ZONING:
INFORMATION OBTAINED FROM CITY OF JOHNSTON
GF - GOVERNMENT FACILITY
VICINITY MAP
SCALE: 1" = 1,000'
SITE
100% Bid Documents 04/29/2026
04/29/2026
542SI466
19084209 http://www.f-w.com
N: 618168.46 E: 1579848.93
ELEV: 826.60
CP PPC
F/O
S
EX SAN MH
RIM=827.42
EP
EP
FF=827.27
FF=827.28
FF=827.42
FF=827.34
FF=826.70
FF=827.20
GM
A/C Y
A
DR
FF=827.00
FF=826.96
FF=826.86
WV
ICV
EX " CPP
FL=824.28
EX " CPP
FL=824.41
EX " CPP
FL=824.38
F/O
EX 6" CPP
FL=825.11
EX 6" CPP
FL=825.42
48" TREE
24" TREE 24" TREE
48" TREE
48" TREE
18" TREE
18" TREE EX 48" RCP FES
FL=822.80
EX 24" RCP FES
FL=822.29
EX 24" RCP FES
FL=821.95
EX 24" RCP FES
FL=822.36
EX 24" RCP FES
FL=822.16
EX 24" RCP FES
FL=821.38
EX 24" RCP FES
FL=822.07
60" TREE
24" TREE
36" TREE36" TREE
48" TREE
18" TREE
H Y D
X
X X
X
X
X
EX BUILDING
T-601
EXCONCRETE
PRIVATE
DRIVE
EX
CONCRETE
PRIVATE
DRIVE
EX
CONCRETE
EX
CONCRETE
EX DECK
EX RAMP
EX RAMP
EX RAILROAD TIE
LANDSCAPE EDGE
EX TREE LINE
EX TREE LINE EX TREE LINE
EX COLUMN
(TYP)
EX COLUMN
(TYP)
EX
C
OV
ER
ED
SH
EL
TE
R
EX BRICK
WALL
EX US GAS
SIGN
EX GATE
EX FENCE
EX GATE
EX GATE
EX GRAVEL
EX RUBBER
MULCH
EX RUBBER
MULCH
EX GRAVEL
824824824
827827
7 828 829
826 827 828 829
823 824
824826
824824
EX 'NO
BICYCLES' SIGN
EX WATER
FOUNTAION
EX RAILROAD TIE
LANDSCAPE EDGE
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
APPROXIMATE LOCATION
EX FIBER OPTIC LINE PER
CAMP DODGE MAPPING
SA
N
SA
N
SA
N
SA
N
SA
N
APPROXIMATE LOCATION EX
SANITARY SEWER SERVICE LINE
PER CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
U/ E
U/ E
U/ E
U/ E
APPROXIMATE LOCATION EX
UNDERGROUND ELECTRIC LINE
PER CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
G
G G
G
G
G
G
G
APPROXIMATE LOCATION EX
GAS SERVICE LINE PER
CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
W
W
W
W
W
W
W
W
W
W
W
W
APPROXIMATE LOCATION
EX WATER LINE PER CAMP
DODGE MAPPING
EXCONCRETE
SIDEW
ALK
POTHOLE EXISTING UTILITY
LOCATIONS TO 10' OUTSIDE
OF THE PROPOSED THE
BUILDING PAD AREA
PROTECT TREE
PROTECT TREES
PROTECT TREES
PROTECT TREES
PROTECT TREE
GRAPHIC SCALE
030 15 30 60
SCALE: 1" = 30'
VICINITY MAP
SCALE: 1" = 1,000'
PROPERTY DESCRIPTION:
SE 1/4 OF THE NW 1/4, SECTION 35-80-25, CITY OF
JOHNSTON, POLK COUNTY, IOWA
SUBJECT TO AND TOGETHER WITH ANY AND ALL
EASEMENTS AND RESTRICTIONS OF RECORD.
AREA:
APPROXIMATELY 3 ACRES
ADDRESS:
7105 NW 70TH AVENUE
JOHNSTON, IA 50131
OWNER:
CAMP DODGE / STATE OF IOWA
7105 NW 70TH AVENUE
JOHNSTON, IA 50131
PREPARED FOR:
FARNSWORTH GROUP
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IA 50263
515-225-3469
PARKING COUNT:
EXISTING PARKING = 0 STALLS
PROPOSED PARKING = 0 STALLS
ZONING:
INFORMATION OBTAINED FROM CITY OF JOHNSTON
GF - GOVERNMENT FACILITY
ABBREVIATIONS:
AC ACRES
ASPH ASPHALT
BK BOOK
CONC CONCRETE
D DEEDED DISTANCE
EX EXISTING
ENCL ENCLOSURE
FF FINISHED FLOOR
FL FLOW LINE
FRAC FRACTIONAL
M MEASURED DISTANCE
MH MANHOLE
OPC ORANGE PLASTIC CAP
P PLATTED DISTANCE
PG PAGE
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
PRA PREVIOUSLY RECORDED AS
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT OF WAY
RPC RED PLASTIC CAP
SF SQUARE FEET
SAN SANITARY
TYP TYPICAL
YPC YELLOW PLASTIC CAP
N NORTH
S SOUTH
E EAST
W WEST
ELECTRIC VAULT
TRANSFORMER POLE
TRANSFORMER POLE
LIGHT POLE
ELECTRIC JUNCTION BOX
ELECTRIC PANEL
TRANSFORMER
GROUND LIGHT
GUY WIRE
ELECTRIC HANDHOLE
GAS METER
GAS VALVE
AIR CONDITIONING UNIT
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
TRAFFIC SIGNAL MANHOLE
FIBER OPTIC MANHOLE
FIBER OPTIC RISER
FIBER OPTIC VAULT
CABLE TV RISER
SIGN
BOLLARDS
7 DENOTES NUMBER OF PARKING STALLS
PROPERTY CORNER - FOUND AS NOTED
PROPERTY CORNER- PLACED 5/8" IRON ROD
WITH YELLOW PLASTIC CAP ID # XXXXX
OR AS NOTED
SECTION CORNER - FOUND AS NOTED
SITE CONTROL POINT - MONUMENT AS NOTED
ELEC
EJ
EP
GM
GV
A/C
T
TEL
T
TS
FO
F/O
TV
F/O
SAN SANITARY SEWER
ST STORM SEWER
W WATER LINE
G GAS LINE
U/E UNDERGROUND ELECTRIC
O/E OVERHEAD ELECTRIC
TELE TELEPHONE LINE
F/O FIBER OPTIC
CATV CABLE TV
STORM MANHOLE
CURB INTAKE
SURFACE INTAKE
FLARED END SECTION
ROOF DRAIN
DOWNSPOUT
SANITARY MANHOLE
CLEANOUT
FIRE HYDRANT
SPRINKLER
IRRIGATION CONTROL VALVE
WATER MANHOLE
WELL
WATER VALVE
WATER SHUT OFF
YARD HYDRANT
FLAGPOLE
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC RISER
D
S
CO
H Y D
ICV
W
WSO
Y A DR
E
EM
E
W
WV
LEGEND
IOWA
ONE CALL
1-800-292-8989 www.iowaonecall.com
Know what's below.
Call before you dig.
UTILITY NOTE:
THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD. FIELD WORK COMPLETED ON: 2-07-2025
COPYRIGHT 2025 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.
UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.
SITE
DESCRIPTION:DATE:#
ISSUE:
GROUP
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14225 UNIVERSITY AVENUE, SUITE 110
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REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
EXISTING
CONDITIONS/
REMOVALS
C1.1
BK
BK
DB
DESCRIPTION:DATE:#
ISSUE:
DESCRIPTION:DATE:#
ISSUE:
CAMP DODGE T-603 COVERED TRAINING BUILDING
JOHNSTON, IOWA
NORTH
TRUE
100% Bid Documents 6/30/2025
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
06/30/2025
02500314.001
542S1466
PC220060
100% Bid Documents 04/29/2026
04/29/2026
542SI466
5511F/O
S
EX SAN MH
RIM=827.42
EP
EP
GM
A/C
Y A
DR
FF=827.00
FF=826.96
FF=826.86
EX " CPP
FL=824.38
F/O
48" TREE
24" TREE 24" TREE
48" TREE
48" TREE
18" TREE
EX 24" RCP FES
FL=822.29
EX 24" RCP FES
FL=821.95
EX 24" RCP FES
FL=822.36 60" TREE
24" TREE
36" TREE
36" TREE
48" TREE
18" TREE
H Y D
X
ST 24"
ST 24"
ST 24"
EX BUILDING
EX CONCRETE
PRIVATE DRIVE
EX CONCRETE
PRIVATE DRIVE
EX GRAVEL
EX DECK
EX RAMP
EX RAMP
EX RAILROAD TIE
LANDSCAPE EDGEEX COLUMN
(TYP)
EX GATE
EX GRAVEL
EX RUBBER
MULCH
EX RUBBER
MULCH
EX GRAVEL
825 82
824826
824824
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
APPROXIMATE LOCATION
EX FIBER OPTIC LINE PER
CAMP DODGE MAPPING
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
APPROXIMATE LOCATION EX
SANITARY SEWER SERVICE LINE
PER CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
U/E
U/ E
U/ E
U/ E
U/ E
U/ E
U/ E
APPROXIMATE LOCATION EX
UNDERGROUND ELECTRIC LINE
PER CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
G
G
G
G
G
G
G
G
G
G
G
G
APPROXIMATE LOCATION
EX GAS SERVICE LINE PER
CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
APPROXIMATE LOCATION
EX WATER LINE PER CAMP
DODGE MAPPING
EX CONCRETE
SIDEW
ALK
VE
HI
CL
E
(1
" X
1"
TR
AI
LE
R
(1
" X
5.
6"
CARGO BAY
(17' X 17')
TR
AI
LE
R
(1
" X
5.
6"
VE
HI
CL
E
(1
" X
1"
) VE
HI
CL
E
(1
" X
1"
) VE
HI
CL
E
(1
" X
1"
CARGO NET
(20' X 20')
CARGO NET
(20' X 20')
CARGO BAY
(17' X 17')
CARGO BAY
(17' X 17')
CARGO BAY
(17' X 17')
CARGO NET
(20' X 20')
CARGO NET
(20' X 20')
TR
AI
LE
R
(1
" X
5.
6"
) TR
AI
LE
R
(1
" X
5.
6"
100'
72'
APPROXIMATE FLOOD HAZARD LINE
(ZONE X, 0.2% ANNUAL CHANCE
FLOOD HAZARD, PER FEMA MAPPING
PANEL 19153C0178F, 2/1/2019)
174.69' 78.03'
PROPOSED
STRUCTURE
(7,200 SF - REFER TO
ARCHITECTURE FOR DETAILS)
FFE=827.00
GRAPHIC SCALE
020 10 20 40
DESCRIPTION:DATE:#
ISSUE:
GROUP
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14225 UNIVERSITY AVENUE, SUITE 110
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(515) 225-3469 / info@f-w.com
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
LAYOUT PLAN
C2.1
BK
BK
DB
DESCRIPTION:DATE:#
ISSUE:
DESCRIPTION:DATE:#
ISSUE:
NORTH
TRUE
SITE NOTE:
1. SMALL SHELTERS SHOWN ON AERIAL BACKGROUND HAVE
BEEN REMOVED FROM THE SITE.
100% Bid Documents 6/30/2025
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
06/30/2025
02500314.001
542S1466
PC220060
100% Bid Documents 04/29/2026
04/29/2026
542SI466
F/O
EX SAN MH
RIM=827.42
EP
EP
FF=827.20
GM
A/C
Y A
DR
FF=827.00
FF=826.96
FF=826.86
EX " CPP
EX " CPP
FL=824.41
EX " CPP
FL=824.38
F/O
EX 24" RCP FES
FL=822.29
EX 24" RCP FES
FL=821.95
EX 24" RCP FES
FL=822.36
EX 24" RCP FES
FL=822.16
EX 24" RCP FES
FL=821.38
EX 24" RCP FES
FL=822.07
H Y D
X
ST 24"
ST 24"
ST 24"
EX BUILDING
T-601
EX CONCRETE
PRIVATE DRIVE
EX CONCRETE
PRIVATE DRIVE
EX GRAVEL
EX DECK
EX RAMP
EX RAMP
EX RAILROAD TIE
LANDSCAPE EDGE
EX TREE LINE
EX COLUMN
(TYP)
EX GATE
EX GRAVEL
EX RUBBER
MULCH
EX RUBBER
MULCH
EX GRAVEL
825 82
824826
824824
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
APPROXIMATE LOCATION
EX FIBER OPTIC LINE PER
CAMP DODGE MAPPING
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
APPROXIMATE LOCATION EX
SANITARY SEWER SERVICE LINE
PER CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
U/E
U/ E
U/ E
U/ E
U/ E
U/ E
U/ E
APPROXIMATE LOCATION EX
UNDERGROUND ELECTRIC LINE
PER CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
G
G
G
G
G
G
G
G
G
G
G
G
APPROXIMATE LOCATION
EX GAS SERVICE LINE PER
CAMP DODGE MAPPING
(CONTINUES NORTHERLY)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
APPROXIMATE LOCATION
EX WATER LINE PER CAMP
DODGE MAPPING
EX CONCRETE
SIDEW
ALK
VE
HI
CL
E
(1
" X
1"
TR
AI
LE
R
(1
" X
5.
6"
CARGO BAY
(17' X 17')
TR
AI
LE
R
(1
" X
5.
6"
VE
HI
CL
E
(1
" X
1"
) VE
HI
CL
E
(1
" X
1"
) VE
HI
CL
E
(1
" X
1"
CARGO NET
(20' X 20')
CARGO NET
(20' X 20')
CARGO BAY
(17' X 17')
CARGO BAY
(17' X 17')
CARGO BAY
(17' X 17')
CARGO NET
(20' X 20')
CARGO NET
(20' X 20')
TR
AI
LE
R
(1
" X
5.
6"
) TR
AI
LE
R
(1
" X
5.
6"
100'-0"
'-0
'-0
10'-0"
APPROXIMATE FLOOD HAZARD LINE
(ZONE X, 0.2% ANNUAL CHANCE
FLOOD HAZARD, PER FEMA MAPPING
PANEL 19153C0178F, 2/1/2019)
FIELD VERIFY EXISTING
UTILTIES WITHIN PROPOSED
BUILDING SLAB AREA PRIOR
TO CONSTRUCTION &
COORDINATE REROUTING
WITH PROVIDER
ADJUST TOP ELEVATION OF
EXISTING COMMUNICATIONS
STRUCTURE TO FINAL
GRADE. COORDINATE WITH
APPROPRIATE UTILITY
827.00
827.00
827.00
827.00
826.90
826.90
826.90
826.90
FIELD VERIFY EXISTING
UTILTIES WITHIN PROPOSED
BUILDING SLAB AREA PRIOR
TO CONSTRUCTION &
COORDINATE REROUTING
WITH PROVIDER
2' WIDE ROCK MAINTENANCE
EDGE AROUND BASE OF
STRUCTURE
(REFER TO DETAIL 2/C3.1)
DOWNSPOUT LOCATION
WITH SPLASH BLOCK
(REFER TO DETAIL 1/C3.1)
DOWNSPOUT LOCATION
WITH SPLASH BLOCK
(REFER TO DETAIL 1/C3.1)
PROPOSED
STRUCTURE
(7,200 SF - REFER TO
ARCHITECTURE FOR DETAILS)
FFE=827.00
HP 825.25
824.50
824.50
825 826
TOPSOIL NOTES:
1. STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.
2. RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)
AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".
3. TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.
4. TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING,
NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY
LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER,
AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4
PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL
REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
GRADING LEGEND:
EXISTING CONTOUR
PROPOSED CONTOUR
FINISHED GROUND ELEVATION
TOP OF CURB ELEVATION
GUTTER ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
EDGE OF WALK ELEVATION
TOP OF STAIR ELEVATION
BOTTOM OF STAIR ELEVATION
NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED
GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.
150.50E/W
150.50B/W
150.50T/W
150.50G
150.50T/C
150.50
150.50T/S
150.50B/S
GRAPHIC SCALE
020 10 20 40
DESCRIPTION:DATE:#
ISSUE:
GROUP
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14225 UNIVERSITY AVENUE, SUITE 110
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REVIEWED:
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GRADING AND
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C3.1
BK
BK
DB
DESCRIPTION:DATE:#
ISSUE:
DESCRIPTION:DATE:#
ISSUE:
NORTH
TRUE
SPLASHBLOCK ON CONCRETE BASE
SCALE NONE
C3.1
2'
ROCK MAINTENANCE EDGE
SCALE NONE
C3.1
SITE NOTES:
1. ANY BORROW FOR THE SITE IS AVAILABLE WITHIN THE CAMP DODGE PROPERTIES
NEAR NW 100TH STREET AND NW 88TH AVENUE. CONTRACTOR TO COORDINATE
WITH OWNER'S REPRESENTATIVE.
2. ANY SITE SPOILS (CONCRETE, UNSUITABLE SOILS) MAY BE REMOVED AND DUMPED
WITHIN THE CAMP DODGE PROPERTIES NEAR NW 90TH AVENUE AND DES MOINES
AVENUE. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE.
100% Bid Documents 6/30/2025
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
06/30/2025
02500314.001
542S1466
PC220060
100% Bid Documents 04/29/2026
04/29/2026
542SI466
S EP
EP
FF=827.27
FF=827.28
FF=827.42
FF=827.34
FF=826.70
FF=827.20
GM
A/C
Y A
DR
FF=827.00
FF=826.96
FF=826.86
F/O
EX BUILDING
T-601
EX CONCRETE
PRIVATE DRIVE
EX CONCRETE
EX DECK
EX RAMP
EX RAMP
EX RAILROAD TIE
LANDSCAPE EDGE
EX TREE LINE
EX COLUMN
(TYP)
EX US GAS
SIGN
EX GRAVEL
EX RUBBER
MULCH
EX RUBBER
MULCH
EX GRAVEL
824824
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
U/E
U/ E
U/ E
U/ E
U/ E
U/ E
U/ E
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EX CONCRETE
SIDEW
ALK
APPROXIMATE FLOOD HAZARD LINE
(ZONE X, 0.2% ANNUAL CHANCE
FLOOD HAZARD, PER FEMA MAPPING
PANEL 19153C0178F, 2/1/2019)
827.00
827.00
827.00
827.00
826.90
826.90
826.90
826.90
PROPOSED
STRUCTURE
(7,200 SF - REFER TO
ARCHITECTURE FOR DETAILS)
FFE=827.00
HP 825.25
824.50
824.50
STORAGE, OUTHOUSE
DUMPSTER AND WASHOUT
ROCK
CONSTRUCTION
ENTRANCE
SF
SF
SF
SF
SILT FENCE
(TYPICAL)
SF SF
SILT FENCE
(TYPICAL)
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SILT FENCE
(TYPICAL)
LIMITS OF DISTURBANCE
(APPROX, 30,000 SF)
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SILT FENCE
(TYPICAL)SILT FENCE
(TYPICAL)
STORM WATER POLLUTION PREVENTION PLAN
EROSION CONTROL PLAN
IOWA
ONE CALL
1-800-292-8989 www.iowaonecall.com
Know what's below.
Call before you dig.
UTILITY NOTE:
THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM
EXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT
LOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BE
THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONAL
FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.
DESCRIPTION:DATE:#
ISSUE:
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
EROSION CONTROL
PLAN
C4.1
BK
BK
DB
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
DESCRIPTION:DATE:#
ISSUE:
DESCRIPTION:DATE:#
ISSUE:
GRAPHIC SCALE
050 25 50 100
NORTH
TRUE
PROPERTY DESCRIPTION:
SE 1/4 OF THE NW 1/4, SECTION 35-80-25, CITY OF
JOHNSTON, POLK COUNTY, IOWA
SUBJECT TO AND TOGETHER WITH ANY AND ALL
EASEMENTS AND RESTRICTIONS OF RECORD.
AREA:
APPROXIMATELY 3 ACRES
DISTURBED AREA = 0.70 ACRES
ADDRESS:
7105 NW 70TH AVENUE
JOHNSTON, IA 50131
OWNER:
CAMP DODGE / STATE OF IOWA
7105 NW 70TH AVENUE
JOHNSTON, IA 50131
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
14225 UNIVERSITY AVENUE, SUITE 110
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100% Bid Documents 6/30/2025
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
06/30/2025
02500314.001
542S1466
PC220060
NOT TO SCALE
SITE ENTRANCE DETAIL
TEMP. ROCK ENTRANCE
(PLAN VIEW)
(PROFILE VIEW)
TEMP. ROCK ENTRANCE
3" CLEAN
LIMESTONE
PLACE ROCK
ON FABRIC
STABILIZED ENTRANCE SHALL BE AT
LEAST 50' LONG AND EXTEND TO THE
PUBLIC ROADWAY.
5'- 0"
M
IN
GROUND LINE
ENGINEERING FABRIC
FLOW
1' ABOVE GROUND LINE VARIABLE
10' MAX. 5' MAX. 5' MAX. 10' MAX.
1' ABOVE GROUND LINE
SECURE TOP OF ENGINEERING FABRIC
ENGINEERING FABRIC TO BE PLACED
TO BOTTOM OF TRENCH.
ENGINEERING
FABRIC
GROUND
LINE
TRENCH BOTTOM
TRENCH BOTTOM
1 1
LINE
GROUND
MIN.
4"
EXCESS FABRIC
COMPACTED BACKFILL
MI
N.
DETAIL OF SILT FENCE AT DITCH OR SWALE
DETAIL OF SILT FENCE
8' SPACING
TO TOP OF STEEL POST.
SEE DETAIL OF ATTACHMENT TO POST.
VERTICAL CUT
WIRE
CORD
CORD
CORD
WIRE
POST
FABRIC
FABRIC
BACK VIEW OF FABRIC
BACK VIEW
ATTACHMENT TO POST
NOTES :
3 MAKE VERTICAL CUT IN TOP OF FABRIC.
PULL OUT AND TWIST CORD.
4 LOOP CORD AROUND POST FORMING A
LOOP. PULL WIRE THROUGH FOLD AREA
OF FABRIC AND SECURE AROUND POST.
'T' STEEL
FENCE POST
NORMAL
FORESLOPE
2" RISE
IN FENCE
31"
MIN.
NORMAL BACKSLOPE
" M
IN
6" TRENCH DEPTH FOR
NORMAL INSTALLATION
(MIN.) 12" TRENCH
DEPTH FOR DITCH
INSTALLATION
NOT TO SCALE
(SECTION VIEW)
(PROFILE VIEW)
SILT FENCE DETAILS
NOT TO SCALE
INLET
5'-0"
5'-0"
'T' FENCE POST, 5' MIN.
NOTES:
1. SECURE TOP OF FABRIC TO
POSTS, USING CABLE TIES OR
WIRE.
2. FABRIC TO BE BURIED 12", AND
FOLDED ALONG BOTTOM.
3. STEEL POSTS TO BE EMBEDDED
28".
(PLAN VIEW)
DROP INLET BASKET
PROTECTION
SILT FENCE FABRIC
IF APPLICABLE
INLET PROTECTION DETAIL
NOT TO SCALE
NOTES:
1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY
LOCATION WHERE CONCRETE IS USED.
2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY
LINER IS AN ACCEPTIBLE ALTERNATIVE
(PLAN VIEW)
1 C.Y. CONCRETE
WASH-OUT BAG
'T' FENCE POST
5' MIN
CONCRETE WASH-OUT BAG DETAIL
(PROFILE VIEW)
1 C.Y. CONCRETE
WASH-OUT BAG
STORM WATER MANAGEMENT NOTES:
1. STORM WATER DISCHARGE PERMIT
a. THIS PROJECT REQUIRES A STORM WATER POLLUTION PREVENTION PLAN, NOTICE OF INTENT AND
NPDES GENERAL PERMIT NUMBER 2 FOR “STORM WATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES”. THESE DOCUMENTS WILL BE PROVIDED BY THE IOWA ARMY NATIONAL
GUARD'S DIRECTOR OF INSTALLATION MANAGEMENT ENVIRONMENTAL BRANCH. THESE AND THE
GENERAL CONTRACTOR'S PROJECT INSPECTION DIARY MUST BE KEPT ON-SITE AND PRESENTED TO
FEDERAL, STATE OR LOCAL ENVIRONMENTAL REGULATORY PERSONNEL, AND THE OWNER, WHEN
REQUESTED.
b. THE GENERAL CONTRACTOR, AND EACH SUBCONTRACTOR THAT HAS A RESPONSIBILITY FOR A TASK DESCRIBED IN THE PLAN, WILL BE A CO-PERMITTEE WITH THE OWNER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH AND FULFILLING ALL REQUIREMENTS OF
THE NPDES GENERAL PERMIT NUMBER 2, THE STORM WATER POLLUTION PREVENTION PLAN AND
REQUIREMENTS DESCRIBED IN THE PROJECT'S DRAWINGS AND SPECIFICATIONS
c. THE OWNER WILL FILE A NOTICE OF DISCONTINUATION UPON FINAL STABILIZATION OF THE DISTURBED AREA. THE GENERAL CONTRACTOR WILL PROVIDE THE ORIGINAL PROJECT INSPECTION DIARY AND THE MARKED-UP COPY OF THE STORM WATER POLLUTION PREVENTION PLAN TO THE OWNER AT THE
COMPLETION OF THE PROJECT.
2. STORM WATER POLLUTION PREVENTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE STORM WATER CONTROL MEASURES DESCRIBED HERE, THOSE DESCRIBED IN THE
STORM WATER POLLUTION PREVENTION PLAN AND THOSE IN THE PROJECT'S DRAWINGS AND
SPECIFICATIONS.
a. PROTECT ADJOINING PROPERTY INCLUDING PUBLIC UTILITIES, STORM AND SANITARY DRAINAGE
SYSTEMS, AND STREETS FROM ANY DAMAGE RESULTING FROM STORM WATER MOVEMENT OF EARTH OR OTHER DEBRIS FROM THE PROJECT SITE. REPAIR ANY DAMAGE IMMEDIATELY AT NO ADDITIONAL
COST.
b. PRIOR TO INITIATING SITE CLEARING OR GRADING OPERATIONS, INSTALL SILT FENCE DOWNSTREAM OF DISTURBING ACTIVITIES AS SHOWN ON THE PLANS. ADDITIONAL SILT FENCING WILL BE ADDED TO
AREAS DEEMED NECESSARY DURING THE COURSE OF THE PROJECT.
c. PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND MINIMIZE THE
TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME.
d. WHEN SPECIFIED, CONSTRUCT A STORM WATER DETENTION BASIN AND ROUTE EXISTING STORM
WATER FLOWS FROM THE CONSTRUCTION AREA TO THE BASIN.
e. PROVIDE TEMPORARY SEDIMENT BASINS AT THE RATE OF 3,600 CUBIC FEET OF STORAGE PER ACRE DISTURBED OVER 10 ACRES. IF NOT ATTAINABLE, A COMBINATION OF SILT FENCES, MULTIPLE SEDIMENT TRAPS OR EQUIVALENT CONTROLS ARE REQUIRED FOR SIDE SLOPES AND DOWN SLOPE BOUNDARIES OF THE DISTURBED AREA. FOR DISTURBED AREA LESS THAN 10 ACRES, THE SAME EROSION CONTROLS ARE REQUIRED ALTHOUGH CONSTRUCTION OF A SEDIMENT BASIN IS OPTIONAL.
f. PROVIDE STABILIZED CONSTRUCTION ENTRANCES WHERE THERE IS POTENTIAL FOR SEDIMENT TRACKING ONTO PUBLIC ROADWAYS, AND INSTALL CONCRETE WASHOUT AREA(S) THAT CAN CONTAIN ALL RINSATE AND ARE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAINS, OPEN DITCHES OR SURFACE WATERS. PROTECT ADJACENT OR NEWLY CONSTRUCTED STORM SEWER INLETS WITH SILT BARRIERS, AND PROTECT SOIL STOCKPILES WITH TEMPORARY VEGETATION AND/OR SILT FENCING.
g. PROVIDE TEMPORARY AND/OR PERMANENT SEEDING, AND ADDITIONAL SILT FENCE OR OTHER
CONTROLS AS AREAS REACH THEIR FINAL GRADE. “FINAL STABILIZATION” MEANS ALL SOIL
DISTURBING ACTIVITIES ARE COMPLETE AND A UNIFORM PERENNIAL VEGETATIVE COVER HAS BEEN ESTABLISHED AS DEFINED BY THE IOWA DNR NPDES GENERAL PERMIT NO. 2 AND/OR IN ACCORDANCE
WITH CITY OR COUNTY REQUIREMENTS, WHICHEVER IS MORE STRINGENT.
h. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH CLEARING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND
WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS.
i. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACING AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEANING OF SILT CONTROL DEVICES SHALL BEGIN WHEN THEY HAVE REACHED 50 PERCENT
OF THEIR CAPACITY.
j. MAINTAIN A MINIMUM OF 4 INCHES OF TOPSOIL ON ALL AREAS NOT COVERED BY CONCRETE, ASPHALT, GRAVEL OR OTHER SUCH MATERIAL, AFTER SOIL DISTURBING ACTIVITIES ARE COMPLETED AND FINAL STABILIZATION IS ACHIEVED. ON AREAS WHERE LESS THAN 4 INCHES OF TOPSOIL EXISTS PRIOR TO INITIATING SOIL DISTURBING ACTIVITIES, THE MINIMUM DEPTH OF TOPSOIL SHALL BE EQUAL TO, OR GREATER THAN, THE DEPTH THAT EXISTED PRIOR TO BEGINNING THE PROJECT. SOIL DEPTHS LESS THAN 4 INCHES MUST BE DOCUMENTED BY A QUALIFIED PERSON AND WRITTEN INTO THE STORM
WATER POLLUTION PREVENTION PLAN.
k. PROVIDE AN INDIVIDUAL EXPERIENCED WITH STORM WATER POLLUTION PREVENTION PLANS AND
TECHNIQUES TO INSPECT THE PROJECT AREA AND EROSION CONTROL MEASURES EVERY SEVEN
DAYS AND AFTER RAINFALL EVENTS. AT THE TIME OF EACH INSPECTION, THE INSPECTOR WILL REVIEW THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN, VERIFY THAT EVERY ASPECT OF THE
PLAN AND PROJECT DRAWINGS ARE IN PLACE, IDENTIFY ANY ADDITIONAL EROSION CONTROL
REQUIRED, VERIFY SUBCONTRACTORS RESPONSIBLE FOR TASKS IN THE PLAN HAVE SIGNED ON AS
CO-PERMITTEES, AND VERIFY THE PLAN HAS BEEN UPDATED WITH THE SEQUENCE OF MAJOR
CONSTRUCTION ACTIVITIES AND CHANGES TO EROSION AND SEDIMENT CONTROLS, STAGING AREAS, CONCRETE WASHOUTS, STABILIZED ENTRANCES, ETC. THE INSPECTOR WILL PROVIDE AN
ELECTRONIC COPY OF THE INSPECTION RESULTS, TO INCLUDE PHOTOGRAPHS OF ANY DEFICIENCIES, TO THE GENERAL CONTRACTOR AND PROVIDE A COPY TO THE OWNER. THE GENERAL CONTRACTOR
IS RESPONSIBLE FOR MAINTAINING A COPY OF EACH INSPECTION REPORT IN THE PLAN.
3. THE STORM WATER POLLUTION PREVENTION PLAN IS A LIVING DOCUMENT. AFTER INSTALLATION OF THE ENGINEER'S INITIAL EROSION CONTROL MEASURES IDENTIFIED ON THE PROJECT DRAWINGS, THE CONTRACTOR WILL REVIEW THE WEEKLY AND RAINFALL STORM WATER INSPECTION REPORTS AND ADDRESS ANY DEFICIENCIES WITHIN SEVEN DAYS. DEFICIENCIES MAY ALSO BE IDENTIFIED BY THE OWNER AT ANY TIME. CORRECTIVE ACTIONS MAY INCLUDE INSTALLATION OF ADDITIONAL EROSION
CONTROLS AND/OR MAINTENANCE OF EXISTING CONTROLS.
a. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUING COMPLIANCE WITH ALL SWPPP
REQUIREMENTS UNTIL FINAL STABILIZATION IS ACHIEVED REGARDLESS OF WHETHER SUBSTANTIAL
COMPLETION HAS BEEN GRANTED OR THE OWNER HAS OCCUPIED ANY PORTION OF THE SITE OR
FACILITY. SUCH PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSPECTIONS AND REPORTS
AND MAINTENANCE OF EROSION CONTROL MEASURES AS DESCRIBED ABOVE.
4. LOCAL ORDINANCES. THE GENERAL CONTRACTOR HAS THE RESPONSIBILITY TO IDENTIFY, OBTAIN AND
IMPLEMENT ANY LOCAL GRADING OR STORM WATER MANAGEMENT PERMITS.
5. ESTIMATE OF THE RUNOFF COEFFICIENT AFTER PROJECT COMPLETION: 0.95 FOR 10-YEAR STORM AND
0.98 FOR 100-YEAR STORM
EROSION CONTROL NOTES:
1. SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION
PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES,
ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND
MEASURES IN NARRATIVE SHALL BE CONSIDERED
INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.
2. SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING
DOCUMENT AND WILL NEED PERIODIC UPDATES AND
ADJUSTMENTS AS NECESSARY DEPENDING ON SITE
CONDITIONS TO ASSURE COMPLIANCE WITH NPDES
GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT
ANY AND ALL MEASURES NECESSARY TO COMPLY WITH
SAID PERMIT NO. 2.
3. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS
PRIOR TO CONSTRUCTION.
4. INSTALL INTAKE PROTECTION WITH SILT FENCE
IMMEDIATELY AFTER STORM SEWER CONSTRUCTION.
5. INSTALL FINISHED PAVING INLET PROTECTION
IMMEDIATELY AFTER PAVING IS COMPLETED AROUND
INTAKE.
6. OTHER EROSION CONTROL TYPES MAY NOT BE
SUBSTITUTED FOR SILT FENCE.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A
CONCRETE WASHOUT IN ACCORDANCE WITH NPDES
GENERAL PERMIT NO. 2 DURING ALL CONCRETE WORK.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING
TEMPORARY RESTROOM FACILITIES. SANITARY WASTE
SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND
LOCAL REGULATIONS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL
TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO.
2 ARE MET.
EROSION CONTROL REMOVAL NOTES:
1. AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN
NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY
EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED
TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY
STANDPIPES.
100% Bid Documents 04/29/2026
04/29/2026
542SI466
D
2 3 5 8
A
C
F
'-0
100'-0"
REINF. CONCRETE
PIER (TYPICAL)
- SEE STRUCT. DWGS.
6" REINF. CONCRETE SLAB - PROVIDE
CONTROL JOINTS PER STRUCTURAL
REQUIREMENTS - SEE STRUCT. DWGS.
SL
O
PE
C
O N
C R
ET
R
E
SL
AB
1/
8"
" T
O D
R
AI
N
+ 0'- 4 9/16" A.F.F.
0'- 0" A.F.F.
0'-0" A.F.F.
24'-9" 24'-9" 25'-3"
'-0
'-0
'-0
D.S.D.S.
CONCRETE DOWNSPOUT PAD
- SEE DETAILS 3 & 4/A2.1
'-6
D.S.
6" 6"
25'-3"
1'-0"
1'-0"
PRE-ENGINEERED METAL BLDG
STRUCTURE - BY OTHERS
- SEE SPEC. (TYPICAL)
A2.1
1 A2.1
SL
O
PE
C
O N
C R
ET
E
SL
AB
1/ 8"
" T O
D R
AI
N
D.S.
FE
FIRE EXTINGUISHER
w/ WALL-MOUNT BRACKET
- SEE SPEC.
ELEC. PANEL
- SEE DTL. 5/A1.1
- SEE ELEC. DWGS.
D
2 3 5 8
A
C
F
SL
O
PE
D
ST
R
U C
TU
R
E
D.S.
D.S.
PRE-FINISHED METAL ROOF SNOW
GUARDS - CONTINUOUS - SEE DTL. 5/A3.1
'-0
PRE-FINISHED METAL GUTTER
& OPEN-FACE DOWNSPOUT (TYPICAL)
PRE-FINISHED METAL ROOF
SNOW GUARDS - CONTINUOUS
- SEE DTL. 5/A3.1
PRE-FINISHED METAL GUTTER &
OPEN-FACE DOWNSPOUT (TYPICAL)
SL
O
PE
D
ST
R
U C
TU
R
E
D.S.
25'-3" 24'-9" 24'-9" 25'-3"
'-0
'-0
'-0
2'-0" 2'-0"
2' -0
2'
-0
TYP.
A2.1
TYP.
A2.1
A2.1
D.S.
104'-0"
4" COMPACTED
AGGREGATE SUBBASE
PRE-FINISHED METAL DOWNSPOUT
PRE-CAST CONCRETE SPLASHBLOCK
48" x 48" x 5" NON-REINFORCED
CONCRETE SLAB - SLOPE 12" PER
FOOT AWAY FROM BUILDING
FINISH GRADE
SLOPE 12":12"
2" EXPANSION JOINT & SEALANT
PRE-FINISHED METAL
DOWNSPOUT
PRE-CAST CONCRETE
SPLASHBLOCK
48" x 48" x 5" NON-REINFORCED
CONCRETE SLAB - SLOPE 12" PER
FOOT AWAY FROM BUILDING
2" EXPANSION
JOINT & SEALANT
T.O. CONCRETE PIER
ELEV. +4'-0"
T.O. ELECTRICAL PANEL
ELEV. +7'-6"
ELECTRICAL PANEL
- SEE ELEC. DWGS.
ELECTRICAL CONDUIT
- SEE ELEC. DWGS.
RIGID FRAME - PAINT
- SEE SPEC.
CONCRETE PIER - PAINT
- SEE STRUCT. DWGS. DESCRIPTION:DATE:#
ISSUE:
100% Bid Documents 04/29/2026
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
04/29/2026
02500314.001
19084209
542SI466
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
PLANS & DETAILS
A1.1
LS
SC
LS
N/A
SCALE:
N FLOOR PLAN
1/8" = 1'-0"1
GENERAL ROOF PLAN NOTES:
1. PROTECT METAL ROOFING MATERIALS FROM DAMAGE DURING CONSTRUCTION.
SCALE:
N ROOF PLAN
1/8" = 1'-0"2
SCALE:
DOWNSPOUT SPLASHBLOCK SECTION
1/8" = 1'-0"4SCALE:
DOWNSPOUT SPLASHBLOCK PLAN
1/2" = 1'-0"3
GENERAL FLOOR PLAN NOTES:
1. ALL EXPOSED STRUCTURAL MATERIALS, WITH THE EXCEPTION OF THOSE THAT
ARE PRE-FINISHED, SHALL BE PAINTED. SEE SPEC SECTION 09 91 00.
A. PAINT CONCRETE PIERS SAFETY YELLOW. SEE SECTION 09 91 00.
B. PAINT ALL EXPOSED STRUCTURAL STEEL BATTLESHIP GREY. UTILIZE
DRYFALL PAINT WHERE APPLICABLE. COLOR SELECTION TO BE PROVIDED
BY ARCHITECT. SEE SECTION 09 91 00.
SCALE:
ELECTRICAL PANEL INSTALLATION
1" = 1'-0"5
PANEL END PLUG
HAT-SHAPED SUB-GIRT
MANUFACTURER RECOMMENDED
FASTENER (TYPICAL)
PRE-FINISHED
METAL FASCIA
PRE-FINISHED METAL
SOFFIT PANEL PRE-FINISHED
METAL GUTTER
& DOWNSPOUT
NON-CURING BUTYL
EAVE STRUT
WEBBED MASTIC
NON-CURING BUTYL
PRE-FINISHED STANDING
SEAM METAL ROOF
BULB TITE w/ WEBBED MASTIC
UNDER BATTEN WEBBED MASTIC
PRE-FINISHED METAL FASCIA
2" MIN
ROOF PURLIN
PRE-FINISHED STANDING
SEAM METAL ROOF
1/2" POLYISO COVER BOARD
- SEAL ALL JOINTS
1/2" POLYISO COVER
BOARD - SEAL JOINTS
EAVE STRUT
PRE-FINISHED METAL SOFFIT PANEL
ROOF PURLIN
RIDGE PANEL
PRE-FINISHED METAL
ROOF PANEL
PLASTIC FOAM
PANEL CLOSURE
"Z" GIRT
RIGID FRAME
1'-6"
(OR FIELD CUT AS REQ'D)
PRE-FINISHED COLOR STRIP
- 2" WIDTH FABRICATED
FROM ROOFING MATERIAL
CLIPS - QTY. (2) PER ROOF PANEL
SET SCREWS (TYPICAL)
ALUMINUM CLAMP
CROSS-MEMBER EXTRUSION
- CONTINUOUS
NOTES:
1. CLAMP-ON SNOW GUARD SYSTEM SHALL NOT PUNCTURE
OR PENETRATE ROOF PANELS OR RIBS.
2. SEE ROOF PLAN FOR SNOW GUARD LOCATION.
8" DIA. STAINLESS STEEL
BOLT & WASHER
PRE-FINISHED STANDING
SEAM METAL ROOF
T.O. RIGID FRAME
ELEV. +10' - 0"
PRE-FINISHED STANDING
SEAM METAL ROOF
2 3 4 5 8 91
6" x 6" PRE-FINISHED METAL
GUTTER (TYPICAL)
T.O. CONCRETE PIER
ELEV. +4' - 0"
5" x 4" PRE-FINISHED
METAL OPEN-FACED
DOWNSPOUT (TYPICAL)
24'-11" 24'-9" 24'-9" 24'-9"
25'-3"25'-3" 100'-0"2'-0" 2'-0"
FINISH FLOOR
ELEV. 0' - 0"
PRE-ENGINEERED RIGID
FRAME - SEE SPEC. (TYPICAL)
6" x 6" PRE-FINISHED
METAL GUTTER (TYPICAL)
5" x 4" PRE-FINISHED
METAL OPEN-FACED
DOWNSPOUT (TYPICAL)
PRE-FINISHED STANDING
SEAM METAL ROOF
T.O. RIGID FRAME
ELEV. +10' - 0"
A C D F
12" 2"
PRE-ENGINEERED RIGID
FRAME - SEE SPEC.
22'-0" 28'-0" 22'-0"2'-0" 2'-0"
T.O. CONCRETE PIER
ELEV. +4' - 0"
FINISH FLOOR
ELEV. 0' - 0"
DESCRIPTION:DATE:#
ISSUE:
100% Bid Documents 04/29/2026
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
PROJECT:
DATE:
PROJECT NO.:
CONTRACT #:
IAARNG PROJECT #:
Iowa National Guard
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
7105 NW 70th Street Johnston, IA 50131-1824
04/29/2026
02500314.001
19084209
542SI466
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
EXTERIOR
ELEVATIONS
& ROOF DETAILS
A2.1
LS
ML
LS
N/A
SCALE:
SNOW GUARD DETAIL
3" = 1'-0"6
SCALE:
SIDEWALL EAVE DETAIL
1-1/2" = 1'-0"5
SCALE:
ROOF GUTTER DETAIL
1-1/2" = 1'-0"4
SCALE:
SOUTH ELEVATION
1/8" = 1'-0"2
SCALE:
EAST ELEVATION
1/8" = 1'-0"1
SCALE:
RIDGE DETAIL
1-1/2" = 1'-0"3
GENERAL FLOOR PLAN NOTES:
1. ALL EXPOSED STRUCTURAL MATERIALS, WITH THE EXCEPTION OF THOSE THAT
ARE PRE-FINISHED, SHALL BE PAINTED. SEE SPEC SECTION 09 91 00.
A. PAINT CONCRETE PIERS SAFETY YELLOW. SEE SECTION 09 91 00.
B. PAINT ALL EXPOSED STRUCTURAL STEEL BATTLESHIP GREY. UTILIZE
DRYFALL PAINT WHERE APPLICABLE. COLOR SELECTION TO BE PROVIDED
BY ARCHITECT. SEE SECTION 09 91 00.
DATE:
IAARNG PROJECT #:
SHEET TITLE:
SHEET NUMBER:
PROJECT NO.:
PROJECT:
ISSUE:
# DATE: DESCRIPTION:
CONTRACT #.
April 29, 2026
DESIGNED:
DRAWN:
REVIEWED:
FIELD BOOK NO.:
SAW
SAW
NTK
N/A
/2
/2
:4 :5
P
M S0.1
STRUCTURAL NOTES
542SI466
02500314.001
CAMP DODGE
T-603 COVERED
TRAINING BUILDING
Iowa National Guard
7105 NW 70th Street Johnston, IA 50131-1824
April 29, 2026
PC220060
100% Bid Documents
JST JOIST XX-STRONG DOUBLE EXTRA STRONG
JT JOINT X-STRONG EXTRA STRONG
INT INTERIOR X-BRACING CROSS BRACING
INSUL INSULATION WP WORKING POINT
IF INSIDE FACE WD WOOD
ID INSIDE DIAMETER W/ WITH
IN INCH WWR WELDED WIRE REINF
HORIZ HORIZONTAL VERT VERTICAL
HPC HIGH-PERFORMANCE COATING VIF VERIFY IN FILED
HT HEIGHT UNO UNLESS NOTED OTHERWISE
HD HEADED TYP TYPICAL
GYP BD GYPSUM BOARD TRANS TRANSVERSE
GYP GYPSUM T & G TONGUE & GROVE
GALV GALVANIZED THRU THROUGH
GA GAGE OR GAUGE TEMP TEMPERATURE
FRMG FRAMING STRUCT STRUCTURAL
FDN or FOUND FOUNDATION STIFF STIFFENER
FTG FOOTING STL STEEL
FT FOOT STD STANDARD
FLR FLOOR SQ SQUARE
FIN FINISH SPECS SPECIFICATIONS
FV FIELD VERIFY SPA SPACE
FS FAR SIDE SIM SIMILAR
EXT EXTERIOR SSLT SHORT SLOTTED HOLE
EXP EXPANSION SLBB SHORT LEG BACK-TO-BACK
EXISTG EXISTING SHT SHEET
EW EACH WAY SHTHG SHEATHING
ERECT ERECTION SECT SECTION
EQ EQUAL SCHED SCHEDULE
EOS EDGE OF SLAB REV REVISION
EOR ENGINEER OF RECORD RTN RETURN
EOD EDGE OF DECK REQD REQUIRED
EMBED EMBEDMENT REINF REINFORCING
ELEV ELEVATOR RXN REACTION
EL ELEVATION RAD or R RADIUS
ELECT ELECTRICAL PRELIM PRELIMINARY
EF EACH FACE PREFAB PREFABRICATED
EA EACH PDF POWER DRIVEN FASTENER
DWG DRAWING PSF POUNDS PER SQ.FT.
DBL DOUBLE PSI POUNDS PER SQ. INCH
DIM DIMENSION # OR LB POUND
ø DIAMETER PLYWD PLYWOOD
DIAG DIAGONAL PL PLATE
DTL DETAIL PERP PERPENDICULAR
° DEGREE d PENNY
DEFL DEFLECTION PARL PARALLEL
CW CURTAIN WALL OF OUTSIDE FACE
CONTR CONTRACTOR OD OUTSIDE DIA.
CONT CONTINUOUS OPP OPPOSITE
CONST CONSTRUCTION OPNG OPENING
CONN CONNECTION OC ON CENTER
CMU CONCRETE MASONRY UNIT # or NO NUMBER
CONC CONCRETE NTS NOT TO SCALE
COMP COMPOSITE NIC NOT IN CONTRACT
COL COLUMN NOM NOMINAL
CFMF COLD-FORMED METAL FRAMING NS NEAR SIDE
CLR CLEAR MISC MISCELLANEOUS
CL CENTERLINE MIN MINIMUM
CNTR CENTER MTL METAL
CIP CAST-IN-PLACE MECH MECHANICAL
BLDG BUILDING MAX MAXIMUM
BOT BOTTOM MAT MATERIAL
BD BOARD MAS MASONRY
BLKG BLOCKING MFR MANUFACTURER
BTWN BETWEEN LONGIT LONGITUDINAL
BRG BEARING LLV LONG LEG VERT
BM BEAM LLH LONG LEG HORIZ
@ AT LLBB LONG LEG BACK-TO-BACK
ARCH ARCHITECTURAL LDV LONG DIM VERT
APPROX APPROXIMATE LDH LONG DIM HORIZ
ANCH ANCHOR LOC LOCATION
ALUM ALUMINUM LT GA LIGHT GAGE
ALT ALTERNATE LAM LAMINATED
ADDED ADDITIONAL KO KNOCK OUT
KPFF ABBREVIATIONS
DESIGN CRITERIA
D1) Codes:
International Building Code, 2015 American Concrete Institute 318-14 American Institute of Steel Construction Specification for Structural Steel Buildings 360-10 American Society of Civil Engineers / Structural Engineering Institute ASCE/SEI 7-10
D2) Lateral loads:
Wind: Ultimate design wind speed: 115 mph Nominal design wind speed: 89 mph Risk category: II
Wind exposure: B Interior pressure coefficient (+/-): GCpi=0 Wall component wind pressure: ASCE/SEI 7-10
Seismic: Design Category: B Risk category: II
Importance factor: Ie=1.00 Mapped spectral response acceleration:
Ss=0.064 S1=0.045
Site class: D Spectral response coefficients: Sds=0.068
Sd1=0.073 Basic seismic-force-resisting system:
Steel systems not specifically detailed for seismic resistance
Design base shear: V=4 kips Response coefficient: Cs=0.0228 Response modification factors: R=3 Analysis procedure used:
Equivalent Lateral Force Analysis
D3) Live loads:
Snow load:
Ground snow load: 30 psf
Flat-roof snow load (minimum): Pf=26 psf Snow exposure factor: Ce=1.0 Thermal factor: Ct=1.2 Snow importance factor: Is=1.00 Snow drift load: ASCE/SEI 7-10 Roof load (minimum): 20 psf
D4) Dead loads:
Pre-engineered metal building collateral: 2 psf
D5) Net allowable soil bearing pressures: (Bearing pressures shall be verified in the field by a qualified testing agency)
Column footings: 1500 psf
D6) Concrete strengths - Minimum 28 day f 'c (145 pcf density unless noted otherwise)
Typical-unless noted otherwise: 4000 psi Concrete Piers: 5000 psi Footings: 3000 psi Slabs on grade: 5000 psi
D7) Reinforcing steel shall be high strength new billet steel conforming to the following:
Deformed bars: ASTM A615, Gr. 60 (unless otherwise noted)
D8) Structural steel:
W- shapes: A992 Other rolled shapes and connection material: ASTM A36 Stiffener plates: ASTM A36 Pipe: ASTM A53, Gr. B Anchor bolts: ASTM F1554, Gr.36 High Strength bolts: A325/A490
(3/4" diameter U.N.O.)
Structural tubes: ASTM A500, Gr. B
SPECIAL INSPECTION REQUIREMENTS
SR1) The following types of work require special inspection based on section 1705 of the 2015 International Building Code. See Specification section 014500 for specific requirements. The owner will employ special inspectors who shall provide special inspections during:
a) Earth Work
b) Cast-in-place Concrete.
c) Structural Steel.
GENERAL NOTES
G1) Establish and verify all openings and inserts for mechanical, electrical, and plumbing with appropriate trade contractors. Opening sizes and locations shown for ducts, pipes, inserts, etc., when shown are for general information only and shall be verified prior to forming.
G2) Field verify all existing dimensions, member sizes, and elevations shown on the drawings. All discrepancies shall be immediately brought to the attention of the architect.
G3) Before submitting a proposal for this work, each bidder shall visit the premises and acquaint themselves fully with the existing conditions, temporary construction required, quantities and types of equipment, etc.
The bid shall include all sums required to do the work within the existing conditions. Disruption of normal activities in the work area must be kept to a minimum.
G4) Shop drawings prepared by suppliers, subcontractors, etc. shall be reviewed and coordinated prior to submitting to the architect. Each shop drawing submitted shall be stamped, initialed, and dated as being reviewed by the construction manager/general contractor.
G5) Shop drawings prepared by the subcontractors, suppliers, etc. shall be reviewed by the architect for conformance with design concept only.
Review by the architect shall not begin without the prior coordination and review by the construction manager/general contractor. Work shall not begin without the review by the architect.
G6) Details and notes on the structural drawings are intended to be typical for similar situations elsewhere. Verify all dimensions with the architectural drawings. Do not scale drawings; use dimensions provided only.
G7) Options are for the contractor's convenience. The contractor shall be responsible for all changes necessary if they choose an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor.
G8) The cost of additional design work due to errors or omissions in construction shall be borne by the contractor.
G9) Any engineering design provided by others and submitted for review or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa.
G10) All elevations given thus (+10'-0") are to top of footing, joist bearing, top of steel, top of slab, etc. with reference to the finished first floor slab = (0'-0").
CONSTRUCTION PROCEDURES AND SAFETY REQUIREMENTS
P1) Comply with all applicable city, county, state, and federal laws, including the Occupational Safety and Health Act (OSHA) and regulations adopted pursuant thereto.
P2) The contract structural drawings and specifications represent the finished structure. Unless otherwise indicated, they do not indicate the means or methods of construction.
P3) Provide all measures necessary to protect the workers and other persons during construction. Provide all necessary measures to avoid excessive stresses and to hold the structural elements in place during construction. Such measures shall include, but not be limited to, bracing, shoring for construction equipment, shoring for earth banks forms, scaffolding, planking, safety nets, support and bracing for cranes and hoists, guying, etc.
P4) Engage properly qualified persons to determine where and how temporary precautionary measures shall be used. Observation visits to the site by structural engineer's field representatives shall not include the items noted above.
P5) Supervise and direct the work so as to maintain sole responsibility for all construction means, methods, techniques, sequences, and procedures.
Retain the services of a professional structural engineer licensed in the state of Iowa to design and supervise any scaffolding for workmen, and all shoring of forms and elements of the construction.
P6) Any engineering design provided by others and submitted for review and/or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa.
FOOTINGS AND FOUNDATIONS
F1) All footings shall be placed onto firm undisturbed soil or controlled compacted fill. Footing elevations shown designate a minimum depth of footings where a safe soil bearing pressure is expected…
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