RFB931800-01 - DPS Fire Service Training Tower - Drawings.pdf

PDF 13 MB Posted Apr 12, 2024

Attached to: DPS Fire Service Training Tower
Solicitation number: 005-RFBCON-0998-2024
Issued by: Polk County, Iowa

About this file

Written by GovTribe AI · May 22, 2025

This document is a comprehensive set of architectural and engineering drawings for the Iowa Department of Public Safety (DPS) Fire Service Training Tower project located at 7105 NW 70th Avenue in Johnston, Iowa. The project involves constructing a four-story fire training simulator designed to provide realistic firefighting and emergency response training. The building will feature multiple floors with specialized training areas, including burn rooms, residential-style spaces, and a tower with various levels to simulate complex fire and rescue scenarios.

The drawings, prepared by OPN Architects and dated March 2024, include detailed civil, structural, electrical, and architectural plans. The facility will be approximately 1,573 square feet with a finished floor elevation of 875.00, and will include specialized features like scuppers, exterior stairs, and specific burn room configurations. The project appears to be funded through the State of Iowa's Department of Public Safety and will be constructed using standard construction methods with specific attention to fire training functionality, safety features, and realistic training environments. The design incorporates multiple levels, stairways, and specific architectural elements to create a comprehensive training facility for emergency responders.

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Other files

File	Type	Posted
1224084-event.pdf	PDF	Apr 12, 2024
RFB931800-01 - DPS Fire Service Training Tower - Bid Form.pdf	PDF	Apr 12, 2024
RFB931800-01 - DPS Fire Service Training Tower - Notice to Bidders.pdf	PDF	Apr 12, 2024
RFB931800-01 - DPS Fire Service Training Tower - Project Manual.pdf	PDF	Apr 12, 2024

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100 Court Ave. Suite 100, Des Moines, IA 50309

P: 515-309-0722 F: 515-309-0725 www.opnarchitects.com

ARCHITECT

OPN ARCHITECTS

100 COURT AVENUE

DES MOINES, IA 50309

DCI GROUP

220 SE 6TH STREET, SUITE 200

DES MOINES, IA 50309

CIVIL ENGINEER STRUCTURAL ENGINEER

SNYDER & ASSOCIATES, INC.

2727 SW SNYDER BOULEVARD

ANKENY, IA 50023

RAKER RHODES ENGINEERING

4717 GRAND AVENUE

DES MOINES, IA 50312

SPECIALTY DESIGNER / PROVIDERELECTRICAL ENGINEER

KCL ENGINEERING

300 4TH STREET

WEST DES MOINES, IA 50265

CONSTRUCTION MANAGER

WHP

519 DUCK ROAD

GRANDVIEW, MO 64030

SOI - DEPARTMENT OF PUBLIC SAFETY -

SOI - DPS Fire Service Training Tower

7105 NW 70TH AVENUE, JOHNSTON, IOWA 50131

E T

CIVIL DRAWINGS

C100 PROJECT INFORMATION

C200 DIMENSION AND UTILITY PLAN

C300 GRADING AND EROSION CONTROL PLAN

C400 WATER MAIN PLAN AND PROFILE

ARCHITECTURAL DRAWINGS

0 WHP - COVER PAGE - FOR REFERENCE ONLY

1 WHP - FIRST FLOOR AND SECOND FLOOR PLANS - FOR REFERENCE ONLY

2 WHP - THIRD FLOOR, FOURTH FLOOR, AND TOWER ROOF PLANS - FOR REFERENCE ONLY

3 WHP - FRONT SIDE AND LEFT SIDE ELEVATIONS - FOR REFERENCE ONLY

4 WHP - REAR SIDE AND RIGHT SIDE ELEVATIONS - FOR REFERENCE ONLY

A101 FLOOR PLANS

A201 EXTERIOR ELEVATIONS

S0 FOUNDATION NOTES, PLAN & DETAILS

ELECTRICAL DRAWINGS

E000 ELECTRICAL GENERAL NOTES & SYMBOLS

E001 ELECTRICAL SITE PLAN

E101 ELECTRICAL PLANS

E102 ELECTRICAL PLANS

E401 ELECTRICAL ONE-LINE AND SCHEDULES

AWOI

RIC

PROFESS IONAL

ENG

E E

I hereby certify 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.

Signature: ____________________________________

Name:

Iowa Registration No: Renewal Date:

Sheets covered by this seal: Listed As "Structural"

AWOI

RIC

PROFESS IONAL

ENG

E E

I hereby certify 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.

Signature: ____________________________________

Name:

Iowa Registration No: Renewal Date:

Sheets covered by this seal: Listed As "Electrical"

All questions regarding these plans and specifications should be directed to:

AARON TWEDT, AIA

Project Manager atwedt@opnarchitects.com 515-309-0722

DRAWING SET INDEX

SHEET NUMBER SHEET NAME

G000 COVER SHEET

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D \S

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O M

, P R

C T

R M

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, A

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(3 6.

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19181716151413121110987654

20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet NumberPRELIMINARY. NOT FOR CONSTRUCTION.

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com

DCI Group 220 SE 6th Street, Suite 200

DES MOINES, IA 50309

P. 515-244-5043

Project

Construction Manager

Snyder & Associates 2727 SW Snyder Blvd.

ANKENY, IA 50023

P. 515-964-2020

Civil Engineer

Raker Rhodes Engineering 4717 Grand Avenue

DES MOINES, IA 50312

P. 515-277-0275

Structural Engineer

KCL Engineering 300 4th Street

WEST DES MOINES, IA 50265

P. 515-724-7938

Electrical Engineer

C100

PROJECT INFORMATION

23820000

BID SET 03/22/2024

SOI - DPS Fire Service Training Tower

SOI - DEPARTMENT OF PUBLIC SAFETY

7105 NW 70TH AVENUE

JOHNSTON, IOWA 50131

Revision Description Date

UTILITY QUALITY SERVICE LEVELS

QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY

TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI /

ASCE 38-02 STANDARD.

QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR

ORAL RECOLLECTIONS.

QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING

VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT

IN CORRELATING THIS INFORMATION WITH

QUALITY D INFORMATION.

QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF

APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE

AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.

QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND

UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY

EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION,

MATERIAL, AND OTHER CHARACTERISTICS.

UTILITY WARNING

THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY

INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO

GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN

COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED.

THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR

SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED

EXCEPT WHERE NOTED AS QUALITY LEVEL A.

FEATURES EXISTING PROPOSED

Spot Elevation Contour Elevation Fence (Barbed, Field, Hog) Fence (Chain Link) Fence (Wood) Fence (Silt) Tree Line Tree Stump

Deciduous Tree \\ Shrub

Coniferous Tree \\ Shrub

Communication Overhead Communication Fiber Optic Underground Electric Overhead Electric Gas Main with Size High Pressure Gas Main with Size Water Main with Size Sanitary Sewer with Size Duct Bank Test Hole Location for SUE w/ID

(*) Denotes the survey quality service level for utilities

Sanitary Manhole

Storm Sewer with Size Storm Manhole Single Storm Sewer Intake Double Storm Sewer Intake Fire Hydrant Fire Hydrant on Building Water Main Valve Water Service Valve Well Utility Pole Guy Anchor Utility Pole with Light Utility Pole with Transformer Street Light Yard Light Electric Box Electric Transformer Traffic Sign Communication Pedestal Communication Manhole Communication Handhole Fiber Optic Manhole Fiber Optic Handhole Gas Valve Gas Manhole Gas Apparatus Fence Post or Guard Post Underground Storage Tank Above Ground Storage Tank Sign Satellite Dish Mailbox Sprinkler Head Irrigation Control Valve

LEGEND

X 1225.25

X1225 1225.25

FEATURES FOUND SET

Section Corner 1/2" Rebar, Cap # 11579

(Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Minimum Protection Elevation MPE Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line

CONTROL POINTS

IOWA SOUTH STATE PLANE COORDINATE SYSTEM

NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET

CP100 N=635029.22 E=1568079.68 Z=883.10

SET MAG NAIL ON SOUTH SIDE NORTHWEST SAYLORVILLE

DRIVE AT FIELD DRIVE. (AS SHOWN ON SURVEY)

CP101 N=634869.83 E=1567773.96 Z=884.26

SET MAG NAIL SOUTH SIDE NORTHWEST SAYLORVILLE DR

LOCATED +-60' NW OF NW CORNER BOX CULVERT. (AS SHOWN

ON SURVEY)

BENCHMARKS

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)

IARTN DERIVED - US SURVEY FEET

BM500 N=634942- E=1567793- Z=880.94

FOUND IDOT PLUG AT NORTH CENTERLINE OF RCBC,

NORTH SIDE SAYLORVILLE DRIVE. (AS SHOWN ON SURVEY)

DATE OF SURVEY

AUGUST 10, 2023

GENERAL NOTES

THESE GENERAL NOTES APPLY TO ALL PLAN DRAWINGS FOR THIS PROJECT.

A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH OWNER & UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN MINIMUM 18" VERTICAL AND HORIZONTAL CLEARANCE BETWEEN UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES DO TO CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED TO THE UTILITY OWNER'S

SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.

B. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING FEATURES ON SITE NOT DESIGNATED FOR DEMOLITION DURING CONSTRUCTION; SUCH AS, SIGNS, DRIVES, CURBS, SIDEWALKS, PLANT MATERIAL, LIGHTS, BUILDINGS, ETC. ANY FEATURES DAMAGED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS AT THE CONTRACTOR'S

EXPENSE.

C. WHERE CONFLICTS ARE DISCOVERED WITH UTILITIES SHOWN AS EXISTING ON THE PLANS OR ARE ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY FURTHER CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY OR DAMAGE CAUSED BY SUCH WORK. ANY DAMAGES DO TO CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.

D. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR EXISTING UTILITY LINES THAT ARE ENCOUNTERED DURING

CONSTRUCTION UNTIL BACK FILLING IS COMPLETED.

E. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE OF THE PROPOSED WORK PRIOR TO BIDDING TO SATISFY HIMSELF/HERSELF OF THE EXISTING CONDITIONS AND ALL WORK NECESSARY FOR THE PROPOSED CONSTRUCTION.

F. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.

BACKFILL WITH SUITABLE MATERIAL AND COMPACT AS SPECIFIED.

G. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.

H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED AND NOTED ACCORDINGLY ON THE AS-BUILT

DOCUMENTS.

I. PROPOSED SPOT ELEVATIONS ARE BASED UPON INFORMATION PROVIDED BY OWNER, LIDAR OR SURVEY. CONTRACTOR TO VERIFY ACTUAL FIELD ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK ACTIVITIES. CONTRACTOR TO PROVIDE GRADING AND POSITIVE DRAINAGE FOR ALL AREAS OF IMPROVEMENTS.

J. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB, UNLESS

OTHERWISE NOTED.

K. DIMENSIONS, PAVEMENT LOCATIONS, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT

VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION.

L. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL

GOVERN.

M. CONSTRUCTION OF ALL SITE IMPROVEMENTS SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

N. CONTRACTOR TO COORDINATE WITH THE OWNER ALL CONSTRUCTION ACCESS, STAGING AND STORAGE OF MATERIALS ON THE

PROJECT SITE AND EQUIPMENT DURING NON-WORKING HOURS.

O. ALL WASTE MATERIAL REMOVALS SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. THE CONTRACTOR SHALL LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE AND DESIGNATED TO BE REMOVED FROM THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE OUTSIDE OF CAMP DODGE UNLESS OTHERWISE NOTED. DISPOSE OF IN ACCORDANCE WITH

LOCAL, STATE AND FEDERAL REQUIREMENTS.

P. CONTRACTOR TO SPREAD EXCESS SOILS FROM WORK ACTIVITY AROUND EAST PERIMETER OF SITE. CONTRACTOR TO COORDINATE LOCATION OF SPOIL AREA WITH OWNER PRIOR TO COMMENCEMENT OF PROJECT. STABILIZE DISTURBED SPOIL

AREA WITH TYPE '6' STABILIZING CROP SEED MIX.

Q. CONTRACTOR SHALL PROVIDE, LOAD, TRANSPORT AND PLACE SUITABLE SUBGRADE OR FILL MATERIAL FROM ON-SITE LOCATION

AS NEEDED FOR THE PROJECT.

R. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS, DRIVEWAYS, AND TRAILS CLEANED OF DIRT AND DEBRIS CAUSED BY

CONSTRUCTION ACTIVITIES IN A TIMELY MANNER.

S. LOCAL, STATE AND FEDERAL GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL GRADING OPERATIONS INCLUDING PROVIDING AND MAINTAINING STORM WATER EROSION CONTROL MEASURES FOR COMPLIANCE OF ALL NPDES PERMIT REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION CONTROL MEASURES AS NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND DUST POLLUTION ON PROJECT SITE AND ANY OFF-SITE DEPOSIT AREA USED FOR THIS PROJECT. INSTALL SILTATION DEVICES TO PREVENT SEDIMENT FROM ENTERING DRAINAGE STRUCTURES AND/OR FACILITIES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION.

T. DO NOT RESTRICT DRAINAGE CHANNELS AND PROTECT ALL EXISTING DRAINAGE STRUCTURES UNLESS OTHERWISE NOTED.

CONTRACTOR IS FULLY LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN

PROVIDING FOR THE HANDLING OF STORM WATER FLOW DURING CONSTRUCTION.

U. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF VEGETATION, POSTS, UTILITY POLES OR FOUNDATION STRUCTURES SHALL BE FILLED AND CONSOLIDATED TO FINISHED GRADE AS APPROVED BY THE ENGINEER TO PREVENT FUTURE SETTLEMENT. THE VOIDS SHALL BE FILLED AS SOON AS PRACTICAL, PREFERABLE THE DAY CREATED AND NO LATER THAN THE FOLLOWING DAY. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

V. CONTRACTOR SHALL SUPPLY ALL CONSTRUCTION STAKING FOR THIS PROJECT.

W. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OWNER PRIOR TO CONSTRUCTION. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL SERVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTION. ANY STREET CLOSURES SHALL BE COORDINATED WITH THE OWNER. CONTRACTOR SHALL PROVIDE A MINIMUM 72 HOUR NOTICE PRIOR TO ANY STREET OR LANE CLOSURE.

X. MATERIAL TESTING SHALL BE COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE SAMPLES OR MATERIALS REQUIRED FOR LABORATORY TESTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND DOCUMENTS AND PAID FOR BY

THE OWNER. COORDINATE WITH OWNER THE USE OF PREFERRED TESTING AGENCY.

Y. THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE FOR PERFORMANCE OF WORK. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL THEN PERFORM THE WORK AS TO

CONFORM TO THE ACCEPTED SCHEDULE IN COORDINATION WITH THE OWNER.

NOTES

1. BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING

LINES SHOULD BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR CONSTRUCTION OF ANY PROPOSED

EXPANSION OR CONNECTION OF BUILDING COMPONENTS.

2. FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE

DIGITAL CADD FILES.

3. FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A

STRAIGHT LINE FROM STRUCTURE TO STRUCTURE.

4. UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO DETERMINE THE LOCATION OF SERVICES ENTERING

THE BUILDING.

5. UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND EXPERIENCE TO

ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY CANNOT BE GUARANTEED.

6. BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A CERTIFIED BOUNDARY SURVEY AND

MISSING MONUMENTS WILL NOT BE SET.

QUANTITIES

QUANTITIES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING EXTENT OF WORK AND SHALL BE

RESPONSIBLE FOR ADHERING TO THE CONTRACT DOCUMENTS.

WATER MAIN

8" WATER MAIN =350 LF

6" WATER MAIN =120 LF

DIRECTIONAL BORE 16" CASING PIPE =168 LF

HYDRANT ASSEMBLY =2 EA

CONNECT TO EXISTING =1 EA

PAVEMENTS

8" DEPTH PCC =2325 SY

6" DEPTH GRANULAR SURFACING CLASS "A" =600 TON

8" DEPTH MACADAM ROAD STONE =730 TON

12" SUBGRADE PREP =1,900 SY

SITE GRADING

TOPSOIL STRIP AND RESPREAD =LUMP SUM

EARTHWORK GRADING =LUMP SUM

EROSION CONTROL =LUMP SUM

POLLUTION PREVENTION NOTES

A. POLLUTION PREVENTION AND EROSION PROTECTION

1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL

POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE,

THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN

WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL

NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT

SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A

RESULT OF PERFORMANCE.

2. DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER

HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM

DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE

ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE

NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH

COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED

NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE

CONTRACTOR.

B. STORM WATER DISCHARGE PERMIT

1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR

STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE

IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL

CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND

FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED

IN THE CONTRACT DOCUMENTS.

2. ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT

NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE

AUTHORIZATION LETTER, AND OTHER ITEMS, SHALL BE THE RESPONSIBILITY OF THE IOWA

ARMY NATIONAL GUARD.

KEEPING CURRENT SWPPP PLAN & SITE INSPECTION LOGS SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

C. POLLUTION PREVENTION PLAN

1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN

ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP

FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION

PLAN MADE DURING CONSTRUCTION.

2. THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP)

FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND

EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES

ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT.

ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.

3. THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT

CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE.

4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE

GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S

UNLESS INFEASIBLE OR NOT APPLICABLE:

a. UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN

DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND

SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE

SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL

COMPACTION.

b. INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT

BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS

DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING

OPERATIONS.

c. PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND

LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT

ANY TIME.

d. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN

WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT

REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL

DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.

e. INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL

ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE

FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A

COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION.

REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS.

f. PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON

ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS,

SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY

ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR

FUTURE PREVENTION.

g. INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION

CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR

FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE

CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS

SOON AS STORM SEWERS ARE INSTALLED.

h. RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD)

ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER

IMPROVEMENTS ARE LOCATED.

i. STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON

COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES

IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR

TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME

FOR A PERIOD EXCEEDING 14 CALENDAR DAYS.

j. COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE

SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE

FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY

SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY.

CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT

BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE

POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE.

k. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO

COORDINATING WITH THE IOWA ARMY NATIONAL GUARD WHO IS RESPONSIBILE FOR

FILING OF THE "NOTICE OF DISCONTINUATION".

UTILITY CONTACT INFORMATION

UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE

IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552305046.

FO1-FIBER OPTIC CENTURYLINK

SADIE HULL

918-547-0147

SADIE.HULL@LUMEN.COM

CLEAR CAMP DODGE

PHILIP MCMEINS

515-252-4955

PHILIP.A.MCMEINS.NFG@ARMY.MIL

CLEAR PER MAP HUXLEY COMMUNICATIONS COOPERAT

TERRY FERGUSON

515-597-2281

TERRY@HUXLEYCOMMUNICATIONS.NET

CLEAR PER EMAIL JOHNSTON PUBLIC WORKS, CITY OF

TYLER DANIELSON

515-664-5563

TDANIELSON@CITYOFJOHNSTON.COM

CLEAR PER MAP MIDAMER-ELEC

JAMIE NEER

515-252-6972

MECDSMDESIGNLOCATES@MIDAMERICAN.COM

CLEAR PER MAP BLACK HILLS ENERGY GRIMES

CHUCK WOODS

515-343-2037

CHUCK.WOODS@BLACKHILLSCORP.COM

W1-WATER MAIN XENIA RURAL WATER DISTRICT

LAIRD VAN DEE

515-676-2117

LVANDEE@XENIAWATER.ORG

jstrom Rectangle

8" W

6" W

8" W

8" P

PROPOSED BUILDING

1,573 SF

BOTTOM SCUPPER: 875.00

FFE: 875.125

8" W

EX 8" W

22.0'

71.5'

171.5'

10.0'

122.0'

20.0' 26.0'

26.0'

R2 5.

R25.0'

R100.0' R113.0'

R87.0'

R113.0'

TYP

Future Camp Dodge

Development Roadway

22.0'

71.5'

\P ro je ct s\

D \S

P0 2_

-U

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O M

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O N

A N

D U

, 2

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(3 6.

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19181716151413121110987654

20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com

DCI Group 220 SE 6th Street, Suite 200

DES MOINES, IA 50309

P. 515-244-5043

Project

Construction Manager

Snyder & Associates 2727 SW Snyder Blvd.

ANKENY, IA 50023

P. 515-964-2020

Civil Engineer

Raker Rhodes Engineering 4717 Grand Avenue

DES MOINES, IA 50312

P. 515-277-0275

Structural Engineer

KCL Engineering 300 4th Street

WEST DES MOINES, IA 50265

P. 515-724-7938

Electrical Engineer

C200

DIMENSION AND UTILITY

PLAN

23820000

BID SET 03/22/2024

SOI - DPS Fire Service Training Tower

SOI - DEPARTMENT OF PUBLIC SAFETY

7105 NW 70TH AVENUE

JOHNSTON, IOWA 50131

Revision Description Date

FEET

0 30

DIMENSION PLAN CONSTRUCTION NOTES

1. EXISTING CONDITIONS. PROTECT THE FOLLOWING:

A. EXISTING UTILITIES.

B. EXISTING PAVEMENTS.

2. PAVEMENTS. PROVIDE THE FOLLOWING:

A. GRANULAR DRIVE, 14" DEPTH GRANULAR SURFACE ON MINIMUM 12" PREPARED SUBGRADE COMPACTED TO 95% STANDARD

PROCTOR DENSITY. SEE DETAIL BELOW. CONTRACTOR TO REFER TO SPECIFICATIONS AND ALLENDER BUTZKE

GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS.

B. 8" DEPTH PCC SURFACE ON MINIMUM 12" PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.

CONTRACTOR TO REFER TO SPECIFICATIONS AND ALLENDER BUTZKE GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS.

C. GRANULAR DRIVE CONNECTION. THIS DRIVE CONNECTION WILL NEED APPROVED IOWA DOT UTILITY ACCOMMODATION IN THE

ROW PERMIT PRIOR TO CONSTRUCTION.

D. 2' x 2' x 5" PCC VALVE PROTECTION COLLAR.

3. SITE WATER. PROVIDE THE FOLLOWING:

A. 8" WATER MAIN.

B. 6" WATER.

C. DIRECTIONAL BORE WITH 16" CASING PIPE. CONTRACTOR TO COORDINATE EXACT LOCATION AND ELEVATIONS OF EXISTING TIE

IN LOCATION WITH THE CITY OF JOHNSTON AND FRANCHISE UTILITY COMPANY PRIOR TO CONSTRUCTION. DIRECTIONAL BORE CONSTRUCTION WILL NEED APPROVED IOWA DOT UTILITY ACCOMMODATION IN THE ROW PERMIT PRIOR TO CONSTRUCTION.

D. HYDRANT ASSEMBLY.

E. 8" VALVE.

4. SITE ELECTRICAL. PROVIDE THE FOLLOWING:

A. TRANSFORMER / PEDESTAL. SEE ELECTRICAL PLANS FOR DETAILS.

B. ELECTRICAL SERVICE. COORDINATE LOCATION WITH FRANCHISE UTILITY COMPANY AND ELECTRICAL PLANS PRIOR TO

CONSTRUCTION.

5. SITE AMENITIES. PROVIDE THE FOLLOWING:

A. 6" BOLLARDS. CONTRACTOR TO COORDINATE EXACT LOCATION AND PLACEMENT WITH ARCHITECTURAL PLANS PRIOR TO

CONSTRUCTION.

6. BUILDING FEATURES. SEE BUILDING PLANS.

A. WALK DOOR.

B. OVERSIZED DOOR.

C. EXTERIOR STAIRCASE COLUMN FOOTINGS.

D. WALL SCUPPER

TYPICAL GRANULAR CROSS SECTIONS

NO SCALE

GRANULAR ROADWAY SECTION

GRANULAR SURFACE, 6" DEPTH

DOT CLASS A ROADSTONE

12" MINIMUM DEPTH PREPARED SUBGRADE

2 - 6" LIFTS UNLESS NOTED OTHERWISE

KD OR LDKD OR LD

C C

2.0 ' (T

YP)

2.0' DIA

C200

PIPE BOLLARD DETAIL

NO SCALE

PLAN VIEW

NOTE: SEE ARCHITECTURAL PLANS FOR

BOLLARD LOCATIONS AND SIZES.

BOLLARD

CONCRETE

FINISH GRADE

6" DIA. STEEL PIPE EMBEDDED

IN CONCRETE BASE. FILL

WITH CONCRETE AND PAINT

SAFETY YELLOW.

Slope Varies

GRANULAR BASE, 8" DEPTH

DOT MACADAM STONE

C200

8" DEPTH PCC PAVEMENT SECTION

NO SCALE

8" DEPTH PCC PAVEMENT

12" MINIMUM DEPTH PREPARED SUBGRADE

2 - 6" LIFTS (SCARIFY AND COMPACT TO

95% STANDARD PROCTOR DENSITY)

#4 BAR @ 24" O.C.E.W.

WITH MIN 2" CLEARANCE

FROM EDGE OF PAVEMENT

GEOGRID

8" W

6" W

8" W

8" P

PROPOSED BUILDING

1,573 SF

BOTTOM SCUPPER: 875.00

FFE: 875.125

10+00

11+00

12+00

12+25

BP STA 10+00.00

EP STA 12+24.72

CONNECT TO EXISTING 8" W

W/ TAPPING SLEEVE AND VALVE

STATION= 10+23.47

END OF DIRECTIONAL BORE

STATION= 12+01.15

8" W

EX 8" W

BEGINNING OF DIRECTIONAL BORE

STATION= 10+33.47

BM500

Field Drive

F.L.=866.33

10" CMP ENE

F.L.=868.15

15" CMP WNW

F.L.=873.91

18" CMP SW

F.L.=873.23

18" CMP NE

Field Drive

864 865

HIGHWAY 415

ASPHALT

RCBC F.L.=872.79

RCBC F.L.=872.63

RCBC F.L.=871.70

RCBC F.L.=871.58

879880

5 87

875.00

873.64

873.44

873.64

874.50

873.85

874.04

874.36

874.04

874.56

875.42

874.90

874.35

874.85 874.33

876.50876.25

873.44

SILT FENCE

TYP

SILT FENCE

TYP

SILT FENCE

TYP

SILT FENCE

TYP

SILT FENCE

TYP

SILT FENCE

TYP

SILT FENCE

TYP

Future Camp Dodge

Development Roadway

10 TONS CLASS D RIP

RAP W/ ENGINEERING FABRIC

10' X 10' X 1.5'

10 TONS CLASS D RIP

RAP W/ ENGINEERING FABRIC

10' X 10' X 1.5'

STABILIZED CONSTRUCTION

ENTRANCE

FILTER SOCK

TYP

STOCK PILE

STAGING

874.74

874.14

874.54

874.74

874.14

874.74

874.14

874.54

874.74

874.14

873.94

874.74

874.14

874.54

874.74

874.14

874.50

874.74

874.14

873.94

874.74

874.54874.14

874.80

874.56

872.24 871.24

871.24

873.06 872.16

872.16

872.36

869.41 869.41

872.86

872.24 872.24

873.24

870.26 870.26

871.26

869.59 869.59

873.24

873.64

873.44

873.94

873.44

871.41 870.41

870.41 871.41

\P ro je ct s\

D \S

P0 3_

G R

D G

.d w g

O M

, G R

G A

N D

E R

O N

C O

O L

, 2

/0 9, :5

, A R

C H

F U

D (3

\P ro je ct s\

\S P0

0_ G

R D

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A N

D E

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(3 6.

C H

19181716151413121110987654

20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com

DCI Group 220 SE 6th Street, Suite 200

DES MOINES, IA 50309

P. 515-244-5043

Project

Construction Manager

Snyder & Associates 2727 SW Snyder Blvd.

ANKENY, IA 50023

P. 515-964-2020

Civil Engineer

Raker Rhodes Engineering 4717 Grand Avenue

DES MOINES, IA 50312

P. 515-277-0275

Structural Engineer

KCL Engineering 300 4th Street

WEST DES MOINES, IA 50265

P. 515-724-7938

Electrical Engineer

C300

GRADING AND EROSION

CONTROL PLAN

23820000

BID SET 03/22/2024

SOI - DPS Fire Service Training Tower

SOI - DEPARTMENT OF PUBLIC SAFETY

7105 NW 70TH AVENUE

JOHNSTON, IOWA 50131

Revision Description Date

FEET

0 30

GRADING NOTES

1. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES.

2. ANY EXCESS CUT TO BE SPREAD ON SITE AS DIRECTED BY ENGINEER DURING CONSTRUCTION. PLACE TOPSOIL OVER ALL AREAS DISTURBED.

3. ALL DRAINAGE SWALES AND SLOPES 5 TO 1 OR GREATER TO BE SEEDED USING COMMERCIALLY AVAILABLE EROSION CONTROL SEED. MIXTURE

APPLIED AT RATE RECOMMENDED BY SUPPLIER.

4. EROSION CONTROL: SEED THE SITE AFTER ROUGH GRADING HAS BEEN COMPLETED. PLACE SILT FENCE AND MAINTAIN IN PROBLEM AREAS AFTER

GROUND COVER HAS BEEN ESTABLISHED. COMPLY WITH EROSION CONTROL LAW.

5. CONTRACTOR TO PROVIDE STABILIZED CONSTRUCTION ENTRANCE, MINIMUM 6" DEPTH ROCK, MINIMUM 20' WIDTH, MINIMUM 50' LENGTH.

6. CONTRACTOR RESPONSIBLE FOR TEMPORARY STAGING AND PARKING AREA. STAGING AREA BE INSTALLED WITH TEMPORARY ROCK. CONTRACTOR

TO DETERMINE EXTENTS NECESSARY.

7. CONTRACTOR SHALL MAINTAIN VEGETATION AND WEED CONTROL AT ALL TIMES WITH PROXIMITY TO DOT HIGHWAY. ANY NATIVE GRASS SHALL BE MOWED AND MAINTAINED AT ACCEPTABLE HEIGHTS. ALL WEEDS SHOULD BE REMOVED AND ENSURED THAT NO GROWTH IS SPREAD TO ADJACENT

PROPERTIES OR ROW.

8. GRADE FROM BOTTOM OF SCUPPERS AT 875.00 AND FROM DOOR OPENINGS AT 85.125 TO 20' OUTSIDE THE BUILDING. TRANSITION GRADES

BETWEEN DOORS AND SCUPPERS AS NEEDED. PROVIDE MINIMUM PAVEMENTS LOPES OF 1.0%.

BENCHMARKS

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)

IARTN DERIVED - US SURVEY FEET

BM500 ELEV=902.04

BURY BOLT ON HYDRANT LOCATED +-25' NORTH OF 78TH AVE, +-5' EAST OF PARKING LOT, AND +-50' NORTH OF A9.

(AS SHOWN ON SURVEY)

DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES

ATTACHMENT TO POST

TYPICAL SILT FENCE DITCH CHECK

FLOW

BACKSLOPE

FORESLOPE

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

(Profile View)

TYPICAL SILT FENCE ISTALLATION ON LONGITUDINAL SLOPES

(Plan View)

'T ' S

C E

4' -0

" M

SEE PLANS FOR SPACING

200'-0" MAX LENGTH PER

SECTION 600'-0" IF SLOPE IS

FLATTER THAN 5%

" 24

8'-0" SPACING

VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH)

POST SPACING

(5'-0" MAX)

POST SPACING

5'-0" MAX)

2" M

" M

GROUND LINE

FABRIC

GROUND CONTOURS

INSTALL "J-HOOK" AT EACH END OF AN

INDIVIDUAL SECTION OF SILT FENCE

INSTALL PARALLEL TO

GROUND CONTOUR

FABRICGROUND LINE

FABRIC

POST

WIRE OR

CABLE TIES

C300

SILT FENCE DETAIL

NO SCALE

1 INSERT 12 INCHES OF FABRIC A MINIMUM

OF 6 INCHES DEEP (FABRIC MAY BE

FOLDED BELOW THE GROUND LINE.

2 REDUCE POST SPACING TO 5'-0" AT

WATER CONCENTRATION AREAS, OR AS

REQUIRED TO ADEQUATELY SUPPORT

FENCE.

TYPICAL PLACEMENT OF BERM OR SOCK

FILTER SOCK

FILTER BERM

C300

FILTER SOCK DETAIL

NO SCALE

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 WINDOW

PERPENDICULAR TO THE SLOPE AT

LOCATIONS SPECIFIED IN THE CONTRACT

DOCUMENTS.

FILTER SOCK DIAMETER AS SPECIFIED IN THE

CONTRACT DOCUMENTS.

WATER FLOW

SECTION VIEW AT STREET

(for perimeter control along street)

2'-0"

24"

" FILTER MATERIAL

STAKE

FILL MATERIAL

DISTURBED AREA

DIRECTION OF FLOW

'-0

" M

0'-

0" M

O N

'-0 " I

MIN

OVERLA

PLAN VIEW OF SLOPE

(for sediment and slope control)

CONSTRUCT "J-HOOK" AT EACH

END ON AN INDIVIDUAL SECTION

OF SOCK OR BERM

PLACE BERM ON SOCK

PERPENDICULAR TO SLOPE

STAKES (TYP)

AREA TO

BE PROTECTED

Field Drive

F.L.=873.23

18" CMP NE

Field Drive

H W

8" W

6" W

10+00 11+00 12+00 12+25

CONNECT TO EXISTING 8" W

W/ TAPPING SLEEVE AND VALVE

STATION= 10+23.47

END OF DIRECTIONAL BORE

STATION= 12+01.15

8" W

BEGINNING OF DIRECTIONAL BORE

STATION= 10+33.47

10+00 11+00 12+00 12+25

O F

O N

O R

E C

O N

+3 3.

O F

O N

O R

+0 1.

EXISTING GRADE

PROPOSED GRADE

168LF DIRECTIONAL BORE W/ 16" CASING PIPE

8" VALVE

CONNECT TO EXISTING 8" WATER MAIN WITH TAPPING

SLEEVE AND VALVE

8" WATER MAIN

\P ro je ct s\

D \1

.d w g

O M

, W

N A

N D

P R

, 2

9, :5

, A

R C

H F

(3 6.

C H

\P ro je ct s\

D \1

.d w g

O M

, W

N A

N D

P R

, 2

9, :5

, A

R C

H F

(3 6.

C H

19181716151413121110987654

20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com

DCI Group 220 SE 6th Street, Suite 200

DES MOINES, IA 50309

P. 515-244-5043

Project

Construction Manager

Snyder & Associates 2727 SW Snyder Blvd.

ANKENY, IA 50023

P. 515-964-2020

Civil Engineer

Raker Rhodes Engineering 4717 Grand Avenue

DES MOINES, IA 50312

P. 515-277-0275

Structural Engineer

KCL Engineering 300 4th Street

WEST DES MOINES, IA 50265

P. 515-724-7938

Electrical Engineer

C400

WATER MAIN PLAN AND

PROFILE

23820000

BID SET 03/22/2024

SOI - DPS Fire Service Training Tower

SOI - DEPARTMENT OF PUBLIC SAFETY

7105 NW 70TH AVENUE

JOHNSTON, IOWA 50131

Revision Description Date

FEET

0 20 40

FIFTH ALARM - FOUR STORY

IOWA DEPARTMENT OF PUBLIC SAFETY

A D

T O

G S

5T H

R M

U R

R Y

A D

T O

G S

5T H

R M

U R

R Y

A D

T O

G S

5T H

R M

U R

R Y

A D

T O

G S

5T H

R M

U R

R Y

A D

T O

G S

5T H

R M

U R

R Y

SCALE: 1/4" = 1'-0"

17 RISERS @ 7.05"

16 GALV. TREADS @ 10"

1 2 3 4

CONCEPTUAL FOUNDATION LAYOUT

NOT TO SCALE

3" DIA. STEM WALL

SCUPPERS (TYP)

3" DIA. STEM WALL

SCUPPER (TYP)

3" DIA. STEM WALL

SCUPPER (TYP)

3" DIA. STEM WALL

SCUPPER (TYP)

3" DIA. STEM WALL

SCUPPERS (TYP)

SECTION "B"

SECTION "C"

SECTION "A"

BURN ROOM #1

SECTION "B" ATTIC

SECTION "C" ROOFSECTION "B"

SECTION "B" SECTION "C"

TOWER AND RESIDENTIAL ROOF PLAN

TOWER 4TH FLOOR PLAN

TOWER 3RD FLOOR PLAN AND RESIDENTIAL ATTIC PLAN

TOWER AND RESIDENTIAL 2ND FLOOR PLAN AND ANNEX ROOF PLAN

TOWER, RESIDENTIAL, AND ANNEX 1ST FLOOR PLAN

1 2 3

1 2

1 2 3

1 2 3 4

U P

D N

3" DIA. STEM WALL

SCUPPER (TYP)

LADDER TO

ROOF ABOVE

TOP OF SLAB ON GRADE ELEV. = 99'-6"

PITCH SLAB TOWARDS DOOR AND SCUPPERS

(FOUNDATION DESIGN/INSTALLATION BY OTHERS)

SECTION "A"

3" DIA. STEM WALL

SCUPPER (TYP)

TOP OF SLAB ON GRADE ELEV. = 99'-6"

PITCH SLAB TOWARDS DOOR AND SCUPPERS

(FOUNDATION DESIGN/INSTALLATION BY OTHERS)

BURN ROOM #2

U P

D N

U P

D N

U P

D N

FLOOR

DRAIN

ROOF

DRAIN

TEMPERATURE

MONITORING

SYSTEM

71'-6"

22' 35' 14'-6"

21'-11"

56'-11"

35'

21'-11"

56'-11"

35'

21'-11"

71'-5"

35' 14'-6"

21'-11"

71'-5"

35' 14'-6"

8'-0" CHAIN OPENING

3-LINE OSHA GUARDRAIL

ON THREE SIDES OF ROOF

8'-0" CHAIN OPENING

21'-11"

3'-2" CHAIN

OPENINGS

ROOF HATCH WITH

LADDER TO FLOOR BELOW

3'-2" CHAIN

OPENINGS

SEE WHP DRAWINGS FOR FOUNDATION

DESIGN / REQUIREMENTS.

SEE WHP DRAWINGS FOR CONCRETE

SLAB-ON-GRADE FLOOR INFILL

DESIGN / REQUIREMENTS.

SEE WHP DRAWINGS FOR

CONCRETE INFILL OVER

METAL DECK DESIGN /

REQUIREMENTS.

SEE WHP DRAWINGS FOR

CONCRETE INFILL OVER

METAL DECK DESIGN /

REQUIREMENTS.

SEE WHP DRAWING FOR STAIR

CONSTRUCTION (NO

CONCRETE).

SEE WHP DRAWINGS FOR

CONCRETE INFILL OVER

METAL DECK DESIGN /

REQUIREMENTS.

SEE WHP DRAWINGS FOR CONCRETE

SLAB-ON-GRADE FLOOR INFILL

DESIGN / REQUIREMENTS.

SEE WHP DRAWING FOR STAIR

CONSTRUCTION (NO

CONCRETE).

SEE WHP DRAWING FOR STAIR

CONSTRUCTION (NO

CONCRETE).

SEE WHP DRAWINGS FOR

CONCRETE INFILL OVER

METAL DECK DESIGN /

REQUIREMENTS.

SEE WHP DRAWING FOR STAIR

CONSTRUCTION (NO

CONCRETE).

GENERAL NOTES

1. DIMENSIONS ARE MEASURED FACE-

OF-FINISH TO FACE-OF-FINISH OR

ROUGH MASONRY OPENING UNLESS

NOTED OTHERWISE - TYPICAL FOR ALL

DRAWINGS.

2. FIELD VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS - TYPICAL FOR

ALL DRAWINGS.

3. IN THE EVENT OF A DISCREPANCY

BETWEEN ARCHITECTURAL AND

CONSULTANT DRAWINGS, NOTIFY

ARCHITECT IMMEDIATELY PRIOR TO

COMMENCING WORK - TYPICAL FOR

ALL DRAWINGS.

4. BUILDING CONSTRUCTION WILL BE

PROVIDED BY WHP. SEE WHP

DRAWINGS FOR REFERENCE.

ARCHITECTURE DRAWINGS PROVIDED

FOR COORDINATION OF WORK ONLY.

19181716151413121110987654

P R

E D

20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

PRELIMINARY. NOT FOR CONSTRUCTION.

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

100 Court Ave., Suite 100

Des Moines, IA 50309

P: 515-309-0722 www.opnarchitects.com

DCI Group

220 SE 6th Street, Suite 200

DES MOINES, IA 50309

P. 515-244-5043

Project

Construction Manager

Snyder & Associates

2727 SW Snyder Blvd.

ANKENY, IA 50023

P. 515-964-2020

Civil Engineer

Raker Rhodes Engineering

4717 Grand Avenue

DES MOINES, IA 50312

P. 515-277-0275

Structural Engineer

KCL Engineering

300 4th Street

WEST DES MOINES, IA 50265

P. 515-724-7938

Electrical Engineer

P M

A101

FLOOR PLANS

23820000

BID SET 04/05/2024

SOI - DPS Fire Service Training Tower

SOI - DEPARTMENT OF PUBLIC SAFETY

7105 NW 70TH AVENUE

JOHNSTON, IOWA 50131

1/8" = 1'-0" A1

LEVEL 1 FLOOR PLAN

KEYNOTE LEGEND

ACCESSORIES LEGEND

Revision Description Date

LEFT SIDE ELEVATION FRONT SIDE ELEVATION

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

21A B

T.O. STEM WALL

100'-0" T.O. S.O.G.

99'-6"

109'-6"

T.O. 2ND FLOOR

T.O. 3RD FLOOR

119'-6"

129'-6"

T.O. 4TH FLOOR

T.O. STEM WALL

100'-0"

T.O. S.O.G.

99'-6"

T.O. 2ND FLOOR

109'-6"

119'-6"

T.O. ATTIC FLOOR

T.0. EAVE

123'-6"

129'-10"

APPROX. T.0. GABLE

FOUNDATION DESIGN/

INSTALLATION BY OTHERS

WEAR PLATE

T.O. PARAPET

143'-6"

139'-6"

T.O. ROOF

3" DIA. STEM WALL

SCUPPER (TYP)

3" DIA. STEM WALL

SCUPPER (TYP)

FOUNDATION DESIGN/

INSTALLATION BY OTHERS

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

PLATE STEEL

DOOR

& HARDWARE

PLATE STEEL

DOOR

& HARDWARE

PLATE STEEL

DOOR

& HARDWARE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

RIGHT SIDE ELEVATION REAR SIDE ELEVATION

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

B A

T.O. 4TH FLOOR

T.O. 3RD FLOOR

T.O. 2ND FLOOR

T.O. S.O.G.

T.O. STEM WALL

109'-6"

T.O. 2ND FLOOR

99'-6" T.O. S.O.G.

100'-0"

T.O. STEM WALL

APPROX. T.0. GABLE

129'-10"

T.0. EAVE

T.O. ATTIC FLOOR

WEAR PLATE

STAMPED LOUVERS AT

EACH BURN ROOM WALL

FOUNDATION DESIGN/

INSTALLATION BY OTHERS

FOUNDATION DESIGN/

INSTALLATION BY OTHERS

T.O. PARAPET

143'-6"

139'-6"

T.O. ROOF

3" DIA. STEM WALL

SCUPPER (TYP)

3" DIA. STEM WALL

SCUPPER (TYP)

TEMPERATURE MONITORING SYSTEM

129'-6"

119'-6"

109'-6"

99'-6"

100'-0"

123'-6"

119'-6"

PLATE STEEL

DOOR

& HARDWARE

PLATE STEEL

DOOR

& HARDWARE

PLATE STEEL

BURN DOOR

& HARDWARE

PLATE STEEL

DOOR

& HARDWARE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

PLATE STEEL

BURN DOOR

& HARDWARE

LEVER ACTION

PAINTED

STEEL

CLOSURE

LEVER ACTION

PAINTED

STEEL

CLOSURE

PLATE STEEL

DOOR

& HARDWARE

LIGHT FIXTURE -

SEE ELECTRICAL.

LIGHT FIXTURE -

SEE ELECTRICAL.

LIGHT FIXTURE -

SEE ELECTRICAL.

REFERENCE WHP DRAWINGS

FOR CONSTRUCTION OF FIRE

TOWER

SEE FLOOR PLANS AND WHP

DRAWINGS FOR LOCATIONS

OF CONCRETE FLOOR INFILL.

SEE DRAWINGS FOR

FOUNDATION DESIGN /

REQUIREMENTS.

SEE FLOOR PLANS AND WHP

DRAWINGS FOR LOCATIONS

OF CONCRETE SLAB-ON-

GRADE FLOOR INFILL.

LIGHT FIXTURE -

SEE ELECTRICAL.

LIGHT FIXTURE -

SEE ELECTRICAL.

LIGHT FIXTURE -

SEE ELECTRICAL.

REFERENCE WHP DRAWINGS FOR

CONSTRUCTION OF FIRE TOWER

REFERENCE WHP DRAWINGS FOR

CONSTRUCTION OF FIRE TOWER

SEE FLOOR PLANS AND WHP

DRAWINGS FOR LOCATIONS OF

CONCRETE FLOOR INFILL.

SEE DRAWINGS FOR FOUNDATION

DESIGN / REQUIREMENTS.

SEE FLOOR PLANS AND WHP DRAWINGS

FOR LOCATIONS OF CONCRETE SLAB-

ON-GRADE FLOOR INFILL.

GENERAL NOTES

1. DIMENSIONS ARE MEASURED FACE-

OF-FINISH TO FACE-OF-FINISH OR

ROUGH MASONRY OPENING UNLESS

NOTED OTHERWISE - TYPICAL FOR ALL

DRAWINGS.

2. FIELD VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS - TYPICAL FOR

ALL DRAWINGS.

3. IN THE EVENT OF A DISCREPANCY

BETWEEN ARCHITECTURAL AND

CONSULTANT DRAWINGS, NOTIFY

ARCHITECT IMMEDIATELY PRIOR TO

COMMENCING WORK - TYPICAL FOR

ALL DRAWINGS.

4. BUILDING CONSTRUCTION WILL BE

PROVIDED BY WHP. SEE WHP

DRAWINGS FOR REFERENCE.

ARCHITECTURE DRAWINGS PROVIDED

FOR COORDINATION OF WORK ONLY.

1/8" = 1'-0" H1

LEVEL 1 FLOOR PLAN - ELEVATIONS (LEFT / FRONT)

1/8" = 1'-0" A1

LEVEL 1 FLOOR PLAN - ELEVATIONS (RIGHT / BACK)

19181716151413121110987654

P R

E D

20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

PRELIMINARY. NOT FOR CONSTRUCTION.

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

100 Court Ave., Suite 100

Des Moines, IA 50309

P: 515-309-0722 www.opnarchitects.com

DCI Group

220 SE 6th Street, Suite 200

DES MOINES, IA 50309

P. 515-244-5043

Project

Construction Manager

Snyder & Associates

2727 SW Snyder Blvd.

ANKENY, IA 50023

P. 515-964-2020

Civil Engineer

Raker Rhodes Engineering

4717 Grand Avenue

DES MOINES, IA 50312

P. 515-277-0275

Structural Engineer

KCL Engineering

300 4th Street

WEST DES MOINES, IA 50265

P. 515-724-7938

Electrical Engineer

P M

A201

EXTERIOR ELEVATIONS

23820000

BID SET 04/05/2024

SOI - DPS Fire Service Training Tower

SOI - DEPARTMENT OF PUBLIC SAFETY

7105 NW 70TH AVENUE

JOHNSTON, IOWA 50131

Revision Description Date

KEYNOTE LEGEND

ACCESSORIES LEGEND

STRUCTURAL NOTES:

GENERAL

A. All concrete shall be designed and constructed according to ACI 318-14, "Building Code Requirements for Reinforced Concrete," and Commentary (ACI 318-14R).

STRUCTURAL CONCRETE4.

3. FOUNDATIONS

DESIGN CRITERIA [Occupancy II]2.

I. Limit control joints in dirt-formed slab areas to 16'-0" apart along any side.

Reinforcement", current edition.

sections not shown shall be detailed per ACI 315, "Details and Detailing of Concrete concrete not otherwise shown with same steel as in similar sections or areas. Any All concrete is reinforced unless specifically called out as unreinforced. Reinforce all but it shall not be less than the largest nominal bar diameter, nor less than the Clear minimum coverage of concrete over reinforcing steel shall be minimized, following (unless noted otherwise):

Un-tied elements (elevated slabs and walls):

Concrete placed against form in earth:

Concrete placed against trenched earth:

All admixtures shall be approved by the structural engineer in writing before use.

No aluminum items shall be embedded in any concrete.

Tied elements (columns & elevated beams): 4.

than 6 gallons of water for each 100 pounds of cement, with aggregate not larger cement per cubic yard of concrete, regardless of the strengths obtained, not more 3 days and 4500 psi in 28 days, with not less than 550 pounds of Type I/II Portland All concrete shall develop a minimum ultimate compressive strength of 2800 psi in than 3/4" diameter, and slump that does not exceed 4-1/2".

1" 2" 3"

1-1/2"

BAR MIN LAP 90 HOOK

REINFORCING STEEL5.

42" 30"

24" 20"#4

#6 #7

#3 15"

#8 48" edge bars, provide 2#4 x 4'-0" (one top, one bottom) placed transverse diagonally At all re-entrant corners in concrete slab-on-grade not otherwise reinforced with

Allow 400 lbs of reinforcing bars #4 and #5 to be used as directed in the field by the and reinforced with #4 @ 12" each way slab-center. Porches shall be doweled to All concrete slabs, stairs, porches and stoops not otherwise noted shall be 6" thick

Structural Engineer for special conditions. Labor for placing same to be included.

adjacent foundation walls or grade beams, and sloped 1/8" per foot for drainage, set equal legs into adjoining members and lap according to the Schedule above.

shall be same size and spacing as adjoining main bars. Unless noted otherwise, unless shown or required otherwise by plan or by the architect.

and centered across the corner.

2 #4's (one top, one bottom) continuous, extending 2'-0" straight beyond the corners.

At all holes in concrete slabs and slabs-on-ground, along each side of the hole placeI.

6" 8" 10"

12" 14" 16"

SIZE IN CONC IN CONC

Place dowels between adjacent or sequential pours and as indicated. All dowels F.

J. Cut saw joints in slab-on-grade concrete maximum 8 hours after concrete pour.

the consequences of construction that do not comply with the requirements specified or the reasonable intent conveyed in these drawings or approved revisions thereof.

These drawings and notes are for this specific project and no other use is authorized.

The Contractor shall notify the Structural Engineer when actual conditions vary relevantly from what these drawings portray. The Engineer is not responsible for actual constructed dimensions vary substantially from what is shown.

This design is valid only for the dimensions shown. This design may not be valid if C.

whether the section is cut on the drawing at each required location or not. If it is not clear how a particular typical detail applies to a specific location, the Contractor

On the drawings details marked "Typical" shall apply to all situations occurring on the project that are the same or similar, as may be ascertained by the title of the detail, D.

shall seek clarification from the Engineer before proceeding with construction.

EPOXY ANCHORING6.

If geotechnical investigation is not provided, structural engineer is not responsible for the consequences of inadequate bearing on soil, including heave or settlement.

amended by the City of Granger, Iowa.

Design and construction shall conform to the 2018 International Building Code as

CONSTRUCTION ADMINISTRATION8.

STRUCTURAL STEEL

hot dip galvanized, at least 18" long, which includes a 3" threaded projection above top-of-concrete, and threaded-end nut tack welded to prevent turning.

Unless noted otherwise, all anchor bolts shall be ASTM F1554-36 with 36 ksi yield, Flrs/RoofDead: 5 psf self + 38 psf for 4" concrete slab + 9 psf for padgenite A.

Bearing

Seismic Ultimate Velocity 110 mph, Exposure C, Importance 1.00

Ground

Allow 2500 psf.

Lateral:

Soil:

100 psf slab-on-grade.

Wind

Ss = 0.062, S1 = 0.052, Soil site class "D", Importance 1.00

Cs = 0.010; Equivalent Lateral Force Procedure.

(fire insulation panel) + 5 psf collateral = 57 psf total.

Live:B. 100 psf (inlcudes snow and rain loads).Flrs/Roof Walls

R = 6.50, [re ASCE 7-16 Tbl 12.2-1 #A16: Steel Shear Walls], Ultimate Seismic Base Shear = 2600 lbs.

3 psf self + 5 psf Nichiha brick on exterior walls.

Reinforcing steel shall not be heated or welded. All bar bends shall be made cold.

All reinforcing shall be secured from displacement prior to pouring concrete using wire ties and anchorage devices.

Fabrication, erection and placement of reinforcing steel shall conform to Concrete Reinforcing Steel Institute (CRSI), "Manual of Standard Practice".

Reinforcing steel shall be clean of rust, grease or other material likely to impair bond.

stirrups and ties shall comply with CRSI requirements for improved bendability.

Bar reinforcing shall conform to ASTM A615 Gr 60 deformed reinforcing steel, except

Fabricate reinforcing bars in continuous lengths as is practible. Where discrete E.

rebars require splicing, use direct contact bar laps according to the Schedule:

At all corners, supply corner bars minimum 2'-6" or 48 bar diameters in each direction in outside face, matching the size and spacing of horizontal bars.

Design, fabrication and erection of steel shall be according to the AISC, "Manual of Steel Construction", 14th Edition, 2011 ["AISC #14"].

Structural members shall not be cut, notched or otherwise penetrated unless specifically approved by the engineer in advance or as shown on these drawings.

Seismic Design Category = B

The Contractor shall submit shop drawings for (+) concrete mix design, and (+)A.

placement drawings for…

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