RFB 061424-02_Tank Park_Plans_Bid Set_06-03-24.pdf

PDF 6 MB Posted Jun 16, 2024

Attached to: Camp Dodge A-33 Repair Tank Park State and local contract opportunity
Solicitation number: 061424-02
Issued by: Polk County, Iowa

About this file

Written by GovTribe AI · Dec 1, 2025

This is a Request for Bid (RFB) and associated bid set plans for paving improvements at the A-33 Repair Tank Park located at Camp Dodge in Johnston, Iowa, issued by the Iowa Department of Public Defense. The project requires contractors to provide all labor, materials, and equipment necessary to complete comprehensive paving improvements at the facility. The scope of work includes demolition of existing pavement and sidewalks (approximately 6 inches thick), installation of 10-inch Portland cement concrete (PCC) pavement, 6-inch PCC sidewalks, pavement markings with 4-inch wide painted parking stall lines and 45-degree striping at 3-foot center spacing, and site grading with erosion control measures. The project generates approximately 156 cubic yards of waste material that must be disposed of at an approved site on the Camp Dodge campus. The bid set includes detailed plans covering the title sheet, project information, traffic control plan, demolition plan, dimension plan, grading and erosion control plan, and jointing plan. The bid opening is scheduled for July 9, 2024, at 10:00 AM CDT, with electronic submissions required through the IMPACS Electronic Procurement System.

Bid security equal to 5% of the total bid amount is required, payable as a bid bond, cashier's check, or certified check to the Iowa Department of Public Defense. Payment terms are structured as 0% 0, Net 60. The project is identified by contract number 442SI273 and project number 19083761 (also referenced as 124.0191), with award contingent upon receiving requested Federal and/or State funding. The procurement provides opportunities for Targeted Small Businesses in accordance with Chapter 73 of the Code of Iowa. Contractors must comply with affirmative action and equal employment opportunity provisions, as well as Chapter 91C of Iowa Code for construction contractors. The project is exempt from Iowa Sales Tax, and Davis-Bacon Wages do not apply. Contractors are responsible for compliance with NPDES General Permit No. 2 for storm water discharges, pollution prevention measures, and all local, state, and federal grading and erosion control requirements. The plans were prepared by Snyder and Associates, Inc., and are dated June 3, 2024, with survey data current as of February 8, 2024.

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Other files for this state and local contract opportunity

Other files attached to Camp Dodge A-33 Repair Tank Park, newest first.
File	Type	Posted
1241112-event.pdf	PDF	Jun 16, 2024
RFB 061424-02_Form of Bid.pdf	PDF	Jun 16, 2024
RFB 061424-02_DIV 02-11 - SUDAS.pdf	PDF	Jun 16, 2024
RFB 061424-02_Supplement A - Bid Bond.pdf	PDF	Jun 16, 2024
RFB 061424-02_Tank Park_Specs_Bid Set_06-03-24.pdf	PDF	Jun 16, 2024
RFB 061424-02_CD A-33 Repair Tank Park advertisement.pdf	PDF	Jun 16, 2024
RFB 061424-02_Supplement D - TSB Form.pdf	PDF	Jun 16, 2024
RFB 061424-02_DIV 01 - SUDAS.pdf	PDF	Jun 16, 2024

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NW 78TH AVE

NW BEAVER DR

N W

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BEAVER

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SITE PLAN

FOR

A-33 TANK HILL PARK PAVING IMPROVEMENTS

CAMP DODGE

CITY OF JOHNSTON, POLK COUNTY, IOWA

CONTRACT NO.: PROJECT NO.:

VICINITY MAP

PROJECT LOCATION

SCALE: 1" = 500'

OWNER / DEVELOPER

CAMP DODGE

7105 NW 70TH AVE

JOHNSTON, IA 50131

ENGINEER

SNYDER AND ASSOCIATES, INC

2727 SW SNYDER BLVD

ANKENY, IA 50023

PHONE: 515-964-2020

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.

Justin F. Strom, P.E. Date

License Number P24140 My License Renewal Date is December 31, 2024

Pages or sheets covered by this seal:

JUSTIN F.

STROM

P24140

PROFE

IONAL ENGINEER

AIOW

Sheet List Table Sheet Number Sheet Title

C100 TITLE SHEET

C101 PROJECT INFORMATION

C102 TRAFFIC CONTROL PLAN

C200 DEMOLITION PLAN

C300 DIMENSION PLAN

C400 GRADING AND EROSION CONTROL PLAN

C500 JOINTING PLAN

Sheets C100 thru C500

06/03/2024

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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.

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

PROJECT LOCATION

SCALE: 1"= 200'

WASTE MATERIAL LOCATION

SCALE: 1"= 2000'

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, CURRENT SWPPP,

SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE THE

RESPONSIBILITY OF THE IOWA ARMY NATIONAL GUARD.

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. 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.

f. 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.

g. 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.

h. 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.

i. 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.

j. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE

WASTE PRIOR TO COORDINATING WITH THE IOWA ARMY NATIONAL

GUARD WHO IS RESPONSIBLE FOR FILING OF THE "NOTICE OF

DISCONTINUATION".

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. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE OF THE

PROPOSED WORK PRIOR TO BIDDING TO UNDERSTAND THE EXISTING

CONDITIONS AND ALL WORK NECESSARY FOR THE PROPOSED

CONSTRUCTION.

E. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO

FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.

F. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE

RECONNECTED AND NOTED ACCORDINGLY ON THE AS-BUILT

DOCUMENTS.

G. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE

FINISHED GRADES AND/OR TOP OF PAVING SLAB OR GRANULAR

SURFACING, UNLESS OTHERWISE NOTED.

H. 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.

I. CONSTRUCTION OF ALL SITE IMPROVEMENTS SHALL CONFORM TO THE

PROJECT SPECIFICATIONS.

J. CONTRACTOR TO COORDINATE WITH THE OWNER CONSTRUCTION

SECURITY ACCESS, STAGING AND STORAGE OF MATERIALS ON THE

PROJECT SITE AND EQUIPMENT DURING NON-WORKING HOURS.

K. ALL WASTE MATERIAL REMOVALS SHALL BE DISPOSED OF TO AN

APPROVED SITE. THE CONTRACTOR SHALL LOAD AND TRANSPORT

ALL MATERIALS CONSIDERED TO BE UNDESIRABLE AND DESIGNATED

TO BE REMOVED FROM THE PROJECT TO AN APPROVED WASTE SITE

OUTSIDE OF CAMP DODGE UNLESS OTHERWISE NOTED. DISPOSE OF IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. AN

ON-SITE PAVEMENT REMOVAL AREA HAS BEEN IDENTIFIED ON THIS

SHEET AND MAY BE UTILIZED FOR DISPOSING OF THE PAVEMENT

REMOVALS. COORDINATE WITH CAMP DODGE PERSONNEL FOR

ACCESS AND HAUL ROUTES.

L. CONTRACTOR TO LOAD, HAUL AND PLACE EXCESS SOILS FROM WORK

ACTIVITY TO SPOILS SITE ON CAMP DODGE. COORDINATE SPOIL AREA

WITH OWNER. 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.

M. CONTRACTOR SHALL LOAD, TRANSPORT AND PLACE SUITABLE

SUBGRADE OR FILL MATERIAL FROM ON-SITE LOCATION AS NEEDED

FOR THE PROJECT.

N. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS,

DRIVEWAYS, AND TRAILS CLEANED OF DIRT AND DEBRIS CAUSED BY

CONSTRUCTION ACTIVITIES IN A TIMELY MANNER.

O. 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.

P. 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.

Q. 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.

R. CONTRACTOR SHALL SUPPLY ALL CONSTRUCTION STAKING FOR THIS

PROJECT.

S. 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.

UTILITY CONTACT INFORMATION

UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA

ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552400728.

G1-GAS MAIN MIDAMER-GAS

Jaime Neer (515)-252-6972

MECDSMDESIGNLOCATES@MIDAMERICAN.COM

FO1-FIBER OPTIC CENTURYLINK

SADIE HULL

(918)-547-0147

SADIE.HULL@LUMEN.COM

E4-UNDERGROUND ELECTRIC CAMP DODGE

FO19-FIBER OPTIC Philip McMeins

(515)-252-4955

PHILIP.A.MCMEINS.NFG@ARMY.MIL

FO5-FIBER OPTIC IOWA COMMUNICATIONS NETWORK

BRANDON HAINES

(800)-572-3940

ICNOUTSIDEPLANTIOWAONECALL@IOWA.GOV

FO6-FIBER OPTIC JOHNSTON PUBLIC WORKS, CITY OF

W1-WATER MAIN Tyler Danielson

(515)-664-5563

TDANIELSON@CITYOFJOHNSTON.COM

OE1-OVERHEAD ELECTRIC MIDAMER-ELEC

Jaime Neer (515)-252-6972

MECDSMDESIGNLOCATES@MIDAMERICAN.COM

NO RESPONSE MEDIACOM

JERRY BROUGHTON

(845)-587-2521

JBROUGHTON@MEDIACOMCC.COM

FO8-FIBER OPTIC UNITE PRIVATE NETWORKS, LLC

Joe Kilzer (816)-425-3556

UPNGIS@UPNFIBER.COM

CONTROL POINTS

IOWA SOUTH STATE PLANE COORDINATE SYSTEM

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

CP1 N=618781.43 E=1583684.50 Z=983.93

CUT 'X' SE CORNER TANK PAD, +/-80' WEST OF PARK SIGN, +/-125' WEST

OF BEAVER AVE, +/-100' SOUTH OF JET

CP2 N=618889.86 E=1583715.37 Z=983.22

CUT 'X' SW CORNER JET PAD, +/-100' WEST OF BEAVER AVE, +/-100'

NORTH OF PARK SIGN

CP3 N=618999.29 E=1583853.22 Z=983.48

CUT 'X' TOP OF CURB SOUTH SIDE COUNTY RIDGE LANE, +/-25' EAST OF

BEAVER AVE, +/-25' NORTH OF POWER POLE

CP4 N=618669.05 E=1583865.30 Z=986.45

CUT 'X' ON TRAIL, +/-10' WEST OF POWER POLE, +/-25' EAST OF BEAVER

AVE, +/-100' SOUTH OF PARK ENTRANCE

BENCHMARKS

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)

IARTN DERIVED - US SURVEY FEET

BM500 N=618980.-- E=1583849.-- ELEV=986.13

BURY BOLT ON HYDRANT, +/-25' EAST OF BEAVER AVE, +/-25'

SOUTH OF COUNTRY RIDGE LANE

DATE OF SURVEY

FEBRUARY 08, 2024

PAVEMENT REMOVAL

WASTE AREA

PROJECT LOCATION

NW 90TH AVE

NW 78TH AVE

OAKWOOD HILLS DR

ILD

FLO

WILDFLOWER PL

COUNTY RIDGE LN

CAMP DODGE

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STRAFFIC CONTROL NOTES

1. PROVIDE THE FOLLOWING:

A. CONSTRUCTION CONES FOR CLOSURE OF SITE TO PUBLIC.

B. CONTRACTOR TO DETERMINE STAGING/STOCK PILING SPACE

NEEDED. EXISTING FENCE CONSISTS OF 6' TALL BLACK CHAIN

LINK FENCE WITH NO TOP OR BOTTOM RAIL. REMOVE AND

REPLACE AS NEEDED FOR CONSTRUCTION OPERATIONS.

TRAFFIC CONTROL LEGEND

PARKING LOT

CONE / SIGN

FEET

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Jet Display Pad Concrete

Tank Display Pad Concrete

Cannon Display Pad Concrete

Concrete Pad

Tank Display Pad Concrete

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Asphalt Area

Sign With Curb

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DEMOLITION PLAN CONSTRUCTION NOTES

1. EXISTING FEATURES, PROTECT THE FOLLOWING:

A. PAVEMENTS TO REMAIN. SAW-CUT ALL PAVEMENTS TO FULL DEPTH AT REMOVAL LIMIT.

AVOID DAMAGE TO ADJACENT PAVEMENTS.

B. UTILITIES. VERIFY LOCATION PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES DUE TO

CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. ADJUST EXISTING

UTILITIES WHEN REQUIRED TO MATCH PROPOSED GRADE.

C. LIGHT POLES.

D. WOOD FENCE WITH DECORATIVE STONE COLUMNS.

E. 6' TALL BLACK CHAIN LINK FENCE WITH NO TOP OR BOTTOM RAIL. REMOVE AND REPLACE

AS NEEDED FOR CONSTRUCTION OPERATIONS.

F. JET DISPLAY. VISIT SITE OR LOOK AT GOOGLE STREET VIEW TO UNDERSTAND EXISTING

VEHICLE STRUCTURES THAT WILL REMAIN IN PLACE DURING CONSTRUCTION.

STRUCTURES SHALL BE PROTECTED FROM ANY AND ALL DAMAGE AND SHALL BE

PROTECTED FROM ANY CONCRETE SPLASH BACK, HYDROSEEDING OVERSPRAY AND OTHER

MATERIALS. STRUCTURES SIT ON A CONCRETE PAD THAT SHALL REMAIN WITH PAVEMENT

REMOVALS AND REPLACEMENTS TO OCCUR AROUND THE EXISTING CONCRETE DISPLAY

PADS. CONTRACTOR TO SUBMIT A PROTECTION PLAN FOR REVIEW PRIOR TO

CONSTRUCTION.

G. TANK DISPLAY. VISIT SITE OR LOOK AT GOOGLE STREET VIEW TO UNDERSTAND EXISTING

VEHICLE STRUCTURES THAT WILL REMAIN IN PLACE DURING CONSTRUCTION.

STRUCTURES SHALL BE PROTECTED FROM ANY AND ALL DAMAGE AND SHALL BE

PROTECTED FROM ANY CONCRETE SPLASH BACK, HYDROSEEDING OVERSPRAY AND OTHER

MATERIALS. STRUCTURES SIT ON A CONCRETE PAD THAT SHALL REMAIN WITH PAVEMENT

REMOVALS AND REPLACEMENTS TO OCCUR AROUND THE EXISTING CONCRETE DISPLAY

PADS. CONTRACTOR TO SUBMIT A PROTECTION PLAN FOR REVIEW PRIOR TO

CONSTRUCTION.

H. CANNON DISPLAY. CANNON DISPLAY SITES ON A PRIMARY PAD, WITH ARMS THAT EXTEND

TO TWO SMALLER PADS. THE CANNON DISPLAY ARMS SPAN OVER PAVEMENT THAT WILL

BE REMOVED AND REPLACED. VISIT SITE OR LOOK AT GOOGLE STREET VIEW TO

UNDERSTAND EXISTING STRUCTURES THAT WILL REMAIN IN PLACE DURING

CONSTRUCTION. STRUCTURES SHALL BE PROTECTED FROM ANY AND ALL DAMAGE AND

SHALL BE PROTECTED FROM ANY CONCRETE SPLASH BACK, HYDROSEEDING OVERSPRAY

AND OTHER MATERIALS. STRUCTURES SIT ON A CONCRETE PAD THAT SHALL REMAIN WITH

PAVEMENT REMOVALS AND REPLACEMENTS TO OCCUR AROUND THE EXISTING CONCRETE

DISPLAY PADS. CONTRACTOR TO SUBMIT A PROTECTION PLAN FOR REVIEW PRIOR TO

CONSTRUCTION.

I. ELECTRONIC BOARD SIGN AND DECORATIVE STONE ENCASEMENT. VISIT SITE OR LOOK AT

GOOGLE STREET VIEW TO UNDERSTAND EXISTING STRUCTURES THAT WILL REMAIN IN

PLACE DURING CONSTRUCTION. STRUCTURES SHALL BE PROTECTED FROM ANY AND ALL

DAMAGE AND SHALL BE PROTECTED FROM ANY CONCRETE SPLASH BACK, HYDROSEEDING

OVERSPRAY AND OTHER MATERIALS. STRUCTURES SIT ON A CONCRETE PAD THAT SHALL

REMAIN WITH PAVEMENT REMOVALS AND REPLACEMENTS TO OCCUR AROUND THE

EXISTING CONCRETE DISPLAY PADS. CONTRACTOR TO SUBMIT A PROTECTION PLAN FOR

REVIEW PRIOR TO CONSTRUCTION.

2. DEMOLITION, REMOVE THE FOLLOWING:

A. EXISTING PAVEMENT. SAW-CUT TO FULL DEPTH TO CREATE UNIFORM EDGE AT LIMITS.

EXISTING PARKING LOT PAVEMENT THICKNESS ARE APPROXIMATELY 6.0". PAVEMENT

CORES WERE UTILIZED TO DETERMINE EXISTING THICKNESS, WITH THE LOCATION

AND THICKNESS OF THE THREE CORES IN THE DRIVE AISLE AND THE THREE CORES IN

THE PARKING AREA SHOWN WITH ASSOCIATED THICKNESS RESULTS.

B. EXISTING SIDEWALK.

C. REMOVE, SALVAGE AND PROTECT EXSITING CONCRETE CURB STOPS AT PERIMETER OF

PARKING LOT. REPLACE AT END OF CONSTRUCTION.

DEMOLITION LEGEND

PAVEMENT REMOVAL

CONTRACT LIMITS

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TYP8'

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TYP

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25' 28'

R50'

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2A TYP

116'

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TYPICAL PAVEMENT CROSS SECTIONS

NO SCALE

PCC PAVEMENT SECTION PCC SIDEWALK SECTION

PCC PAVEMENT,

SEE PLANS

FOR THICKNESS &

LOCATIONS

PREPARED SUBGRADE

PER SPECIFICATIONS

DIMENSION PLAN CONSTRUCTION NOTES

1. PAVEMENTS. PROVIDE THE FOLLOWING:

A. 10" DEPTH PCC. SEE DETAIL. ANY FILL OR WASTE MATERIAL NEEDED/GENERATED FOR PAVEMENT IMPROVEMENTS SHALL HAVE A SOURCE OR WASTE SITE PROVIDED BY THE OWNER ON CAMP DODGE CAMPUS. CONTRACTOR WOULD BE RESPONSIBLE FOR LOADING

TRANSPORTING AND PLACING ANY MATERIAL.

B. SIDEWALK, 6" DEPTH PCC.

2. PAVEMENT MARKINGS. PROVIDE THE FOLLOWING:

A. 4" WIDE PAINTED PARKING STALL LINES.

B. 45 DEGREE STRIPING AT 3' ON CENTER SPACING.

3. WHEN ANALYZING THE EXISTING SURFACE VS THE PROPOSED SURFACE AND CONSIDERING THE EXISTING PAVEMENT THICKNESS OF 7" AND PROPOSED PAVEMENT THICKNESS OF 10", THE PROJECT IS ANTICIPATED TO GENERATE 156 CY OF WASTE. WASTE DIRT SHALL BE

HAULED TO A LOCATION ON THE CAMP DODGE CAMPUS AT NO ADDITIONAL COST.

PAVEMENT LEGEND

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10" PCC PAVEMENT

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5.0

5.6

5.5

(98 5.8

(98 5.9

(98 5.8

(98 5.9

5.7

5.6

5.7

5.6

5.3

4.3

4.6

4.7

3.7

3.2

3.5

(98 3.3

(98 3.2

3.3

3.1

2.3

2.7

1.6

2.3

4.6

3.6

5.1

5.4

2.7

1.8

1.5

1.8

3.6

3.4

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FILTER SOCK

E 9.8'

E 10.5'

E 9.6'

E 11.3'

E 10.5'

E 8.9'

E E

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1. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM SURVEY INFORMATION AND/OR RECORDS

OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, WITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.

2. PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED

BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.

3. GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLABE (GUTTER), INLESS OTHERWISE NOTED.

4. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM

8" DEPTH TO FINISH GRADES.

5. 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.

6. EROSION CONTROL: SEED THE SITE AFTER ROUGH GRADING HAS BEEN COMPLETED. PLACE SILT FENCE OR FILTER SOCK AND MAINTAIN IN PROBLEM AREAS AFTER GROUND COVER HAS BEEN ESTABLISHED. COMPLY

WITH EROSION CONTROL LAW.

7. CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS

AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.

8. HYDRAULICALLY SEED ALL AREAS DISTURBED BY CONSTRUCTION BY USING BONDED FIBER MATRIX WITH TYPE 1

PERMANENT LAWN SEED MIX.

BENCHMARKS

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)

IARTN DERIVED - US SURVEY FEET

BM500 N=618980.-- E=1583849.-- ELEV=986.13

BURY BOLT ON HYDRANT, +/-25' EAST OF BEAVER AVE, +/-25' SOUTH OF COUNTRY RIDGE LANE

DISTURBED AREA

DIRECTION OF FLOW

'-0

" M

0'-

0" M

O N

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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

TYPICAL PLACEMENT OF BERM OR SOCK

FILTER SOCK

WATER FLOW

STAKE

FILL MATERIAL

C400

FILTER SOCK DETAIL

NO SCALE

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E 9.8'

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PAVEMENT JOINTING NOTES

A. CONTRACTOR TO PROVIDE JOINTING PLAN IDENTIFYING JOINT TYPES AND DIMENSIONS FOR ENGINEER REVIEW PRIOR TO

CONSTRUCTION.

B. VERIFY LAYOUT OF EXISTING PAVEMENT JOINTS TO ENSURE ALIGNMENT WITH PROPOSED JOINTS.

C. JOINTING SHALL BE IN ACCORDANCE WITH CURRENT SUDAS STANDARDS.

D. CONTRACTOR TO PROVIDE "B"/"BT" JOINT WHERE PAVEMENT ABUTS EXISTING PAVEMENTS, UNLESS OTHERWISE NOTED.

E. PROVIDE A MINIMUM 12"D x 12"W THICKENED EDGE WHERE PAVEMENTS ABUT.

F. PROVIDE EXPANSION JOINT WHERE PAVEMENTS ABUT FOUNDATIONS AND FOOTINGS.

File details come from the government source that posted it. Updated Dec 1, 2025.