8th Ave W Reconstruction Project

Location:	Iowa
Posted:	Jan 22, 2026
Due:	Feb 19, 2026
Agency:	Oskaloosa city
Type of Government:	State & Local
Category:	Y - Construction of Structures and Facilities
Publication URL:	To access bid details, please log in.

Bid Title:	8th Ave W Reconstruction Project
Category:	Current bid postings
Status:	Open

Description:

The city of Oskaloosa is accepting bids for the 8th Avenue West Reconstruction Project. Please refer to the attached plans and specifications for more details on the project.

Sealed bids shall be submitted to the office of the City Clerk, located at 220 South Market Street, by 11:00 AM on Friday, February 19th, 2026, and the bids received will be considered by the City Council on Monday March 2nd, 2026.

Publication Date/Time:

1/22/2026 12:00 PM

Closing Date/Time:

2/19/2026 11:00 AM

Attachment Preview

GENERAL SYMBOLS LEGEND

GENERAL ABBREVIATIONS LEGEND

GARDEN & ASSOCIATES, LTD. RESERVES PROPRIETARY RIGHTS,

INCLUDING COPYRIGHTS, TO THIS DOCUMENT. THIS

DOCUMENT AND ALL INFORMATION CONTAINED ARE THE

EXCLUSIVE PROPERTY OF GARDEN & ASSOCIATES, LTD. AND

MAY NOT BE USED, REPRODUCED, OR DISSEMINATED

WITHOUT THE EXPRESS WRITTEN CONSENT AND COMPLETE

PARTICIPATION OF GARDEN & ASSOCIATES, LTD.

8TH AVENUE WEST

RECONSTRUCTION

OSKALOOSA, IOWA

2025

Materials and construction shall be in accordance with the SUDAS

Standard Specifications, 2025 Edition, plus current Supplemental

Specifications and Special Provisions.

SHEET INDEX

SHEET NO.

DESCRIPTION

A.01 TITLE SHEET

A.02 GENERAL NOTES & ESTIMATED QUANTITIES

B.01 TYPICAL SECTION, DETAILS, & TRAFFIC CONTROL PLAN

D.01 REMOVAL PLAN

D.02 PAVEMENT PLAN & PROFILE

L.01 INTERSECTION DETAIL

W.01 CROSS SECTIONS

TOTAL SHEETS

PRELIMINARY ROFESSIONA

ALEX C.

FENNIG

P24450

IOW A

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.

Alex C. Fennig, P.E.

Date

License number: P24450

My license renewal date is December 31, 2025

Pages or sheets covered by this seal:

CITY OF OSKALOOSA

PROJECT LOCATION

OSKALOOSA, IOWA

PROJECT LOCATION MAP

NO SCALE

SHEET TITLE

TITLE SHEET

SCALE:

NO SCALE

DRAWN BY:

ACF

APPROVED:

ACF

REVISIONS:

11/25/25: SIDEWALK REV

DATE:

MAY 21, 2025

PROJECT NO.:

5024378

SHEET NO.:

A.01

GENERAL NOTES:

PROJECT NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SUDAS STANDARD SPECIFICATIONS, 2025 EDITION AND CURRENT SUPPLEMENTAL SPECIFICATIONS AND THE DETAILED

SPECIFICATIONS REQUIREMENTS. SPECIFICATION MANUALS CAN BE ORDERED FROM THE INSTITUTE FOR TRANSPORTATION RESEARCH (FORMERLY CTRE) - ATTENTION:

BETH RICHARDS, 2711 SOUTH LOOP DRIVE SUITE 4700 AMES, IOWA 50010-8664, PHONE: 515-294-8103. SPECIFICATIONS CAN ALSO BE VIEWED AT THE SUDAS WEB SITE

(WWW.IOWASUDAS.OR).GCONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.

2. CONTRACTOR SHALL NOTIFY SEAN MURPHY, CITY OF OSKALOOSA AT 641-673-7472 TWO WEEKS PRIOR TO COMMENCING WORK.

3. COORDINATE WORK AND COOPERATE WITH JURISDICTION PERSONNEL AND ENGINEER.

4. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS APPROXIMATE. VERIFY LOCATION OF EXISTING UTILITIES IN LINE OF CONSTRUCTION PRIOR TO BEGINNING

CONSTRUCTION BY EXCAVATING AHEAD OF WORK. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES LOCATED IN THE WORK ZONE DURING

CONSTRUCTION AT LEAST 48 HOURS PRIOR TO EXCAVATION.

5. THERE MAY BE BURIED UTILITIES NOT SHOWN ON THE PLANS THAT ARE IN LINE OF CONSTRUCTION.

6. PROTECT ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS. ANY UTILITIES DAMAGED DUE TO THE CONTRACTOR'S

NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

7. REPAIR ALL CUT OR OTHERWISE DAMAGED SUBSURFACE DRAINAGE TILES OR PIPES WITH SAME SIZE PIPE. LAY ON GRANULAR FILL FROM BOTTOM OF TRENCH TO 1 FOOT

OVER TOP OF PIPE. ENSURE TILE OR PIPE NOT PLUGGED PRIOR TO BACKFILL.

8. CONTRACTORS SHALL PROVIDE SANITARY FACILITIES FOR THEIR WORKFORCE.

9. CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR AND PAYING FOR UTILITIES USED DURING CONSTRUCTION, UNLESS OTHERWISE SPECIFIED.

10. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 48 HOURS IN ADVANCE IF ACCESS TO PROPERTY WILL BE INTERRUPTED. ACCESS TO PRIVATE PROPERTY SHALL BE

MAINTAINED AT ALL TIMES FOR EMERGENCY VEHICLES. PROVIDE PEDESTRIAN ACCESS TO RESIDENCES AND BUSINESSES DURING THE CONSTRUCTION PERIOD.

11. SCHEDULE WORK TO MINIMIZE INTERRUPTION OF CONTINUOUS SERVICE OF ALL UTILITY SYSTEMS. DO NOT ALLOW ANY UTILITY SYSTEM SERVICE TO BE INTERRUPTED

WITHOUT PRIOR APPROVAL OF THE AFFECTED PARTY(S) OR JURISDICTION.

12. SCHEDULE WORK TO ENSURE THAT UTILITY SERVICE IS RESTORED DURING NON-WORKING HOURS AND DURING WEEKENDS. PROVIDE TEMPORARY CONNECTIONS AND

SERVICE CONNECTIONS AS REQUIRED TO PROVIDE UTILITY SERVICE DURING THESE PERIODS. COST FOR PROVIDING TEMPORARY SERVICES AND CONNECTIONS IS

INCIDENTAL TO CONSTRUCTION.

13. CONTRACTOR SHALL KEEP ALL WORK WITHIN RIGHT-OF-WAYS AND EASEMENTS PROVIDED.

14. ALL PROPERTY SECURED BY THE CONTRACTOR FOR STOCKPILING OR STORAGE OF MATERIALS SHALL BE RESTORED TO ITS ORIGINAL CONDITION AFTER COMPLETION OF

WORK, AT THE CONTRACTOR'S EXPENSE.

15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH SPECIFICATION SECTIONS 1070 2.06 AND 8030, AND THE JURISDICTION

REQUIREMENTS. SEE TRAFFIC CONTROL PLAN SHEETS FOR TEMPORARY TRAFFIC CONTROL INFORMATION IN ADDITION TO THE SPECIFICATIONS. TRAFFIC CONTROL

SHALL CONSIST OF ALL BARRICADES, SIGNAGE AND LIGHTS AS NECESSARY TO PROTECT VEHICLES AND PEDESTRIAN TRAFFIC IN ACCORDANCE WITH THE

SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN, CLEAN AS NECESSARY AND REPLACE DAMAGED TRAFFIC CONTROL DEVICES THROUGHOUT DURATION OF PROJECT.

SIDEWALK PATHS DISRUPTED BY CONSTRUCTION SHALL BE CLOSED TO PEDESTRIANS IN ACCORDANCE WITH IOWA DEPARTMENT OF TRANSPORTATION (IDOT) STANDARD

ROAD PLAN TC-601.

16. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF EMERGENCY SERVICES AND SCHOOL DISTRICT OF ROAD CLOSURES AND DETOURS.

17. CONSTRUCTION SURVEY WILL BE PROVIDED BY THE JURISDICTION IN ACCORDANCE WITH SECTION 11,010 OF THE SPECIFICATIONS. CONTRACTOR SHALL PROTECT AND

PRESERVE ALL STAKES, POINTS AND MARKS SET BY THE JURISDICTION. WHERE SAID STAKES, POINTS AND MARKS ARE ALTERED OR DESTROYED BY THE CONTRACTOR,

COST OF REPLACEMENT SHALL BE IN ACCORDANCE WITH SECTION 1050 1.10 C. OF THE SPECIFICATIONS AND BORNE BY THE CONTRACTOR.

18. CONTRACTOR SHALL MAINTAIN POSTAL SERVICE IN ACCORDANCE WITH SECTION 11,030 OF THE SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN SOLID WASTE

COLLECTION IN ACCORDANCE WITH SECTION 11,030 OF THE SPECIFICATIONS. MAINTENANCE OF POSTAL SERVICE AND SOLID WASTE COLLECTION IS INCIDENTAL TO

CONSTRUCTION.

19. MAIL BOXES IN LINE OF CONSTRUCTION SHALL BE REMOVED, SALVAGED, AND STORED BY THE CONTRACTOR. TEMPORARY MAIL SERVICE SHALL BE AS DESCRIBED IN

NOTE ABOVE. UPON COMPLETION OF GRADING AND SURFACE RESTORATION OPERATIONS; REPLACE MAIL BOXES AT THEIR PREVIOUS LOCATIONS AND TO HEIGHT AS

APPROVED BY THE LOCAL POSTMASTER. REMOVAL AND RESETTING OF MAIL BOXES IS INCIDENTAL TO CONSTRUCTION.

20. SIGNS OWNED BY THE JURISDICTION: SIGNS AND SIGN POSTS IN LINE OF CONSTRUCTION SHALL BE REMOVED, SALVAGED AND RESET BY THE CONTRACTOR; AT THE

ORIGINAL SIGN LOCATION UNLESS APPROVED OTHERWISE BY THE JURISDICTION. SIGN REMOVAL, SALVAGE AND RESETTING IS INCIDENTAL TO CONSTRUCTION.

21. CONTRACTOR SHALL PREVENT ENTRY OF MUD, DIRT, DEBRIS AND OTHER MATERIALS INTO NEW AND EXISTING SEWERS. SHOULD MUD, DIRT, DEBRIS OR OTHER MATERIAL

ENTER NEW OR EXISTING SEWERS; THE CONTRACTOR SHALL CLEAN AT NO COST TO THE JURISDICTION.

22. REMOVE EXISTING SURFACING IN NEAT, UNIFORM LINES PARALLEL TO TRENCH CONSTRUCTION. REPLACE SURFACING AS DESCRIBED ON THE PLANS AND SPECIFIED.

PROTECT ALL OTHER SURFACING FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES; REPLACE DAMAGED SURFACING AT NO ADDITIONAL COST TO JURISDICTION.

23. DO CLEANUP AND SURFACE RESTORATION AND REPLACEMENT AS WORK PROGRESSES.

24. CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS EXCESS EXCAVATED MATERIAL. DISPOSAL SHALL MEET FEDERAL, STATE AND LOCAL SAFETY, HEALTH AND

ENVIRONMENTAL REQUIREMENTS. DISPOSAL WORK IS INCIDENTAL TO CONSTRUCTION. THE JURISDICTION WILL NOT PROVIDE A DISPOSAL SITE UNLESS NOTED

OTHERWISE ON THE PLANS.

25. FERTILIZE, SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION IN ACCORDANCE WITH SECTION 9010 OF THE SPECIFICATIONS. USE TYPE 1 (PERMANENT LAWN

MIXTURE) FOR ALL MAINTAINED RESIDENTIAL. SEE PLANS FOR SEEDING METHOD REQUIRED (CONVENTIONAL OR HYDRAULIC). PAYMENT FOR FERTILIZING, SEEDING AND

MULCHING WILL BE BASED ON LUMP SUM PRICE BID - NO MEASUREMENTS WILL BE MADE. PAYMENT ALSO INCLUDES FURNISHING WATER AND OTHER CARE DURING THE

CARE PERIOD, AS SPECIFIED. ACCEPTANCE OF SEEDING WORK WILL BE IN ACCORDANCE WITH SPECIFICATION 9010 3.10 A.

CONCRETE PAVEMENTS GENERAL NOTES

1. CONCRETE MIX SHALL BE IDOT C-3WR OR C-4WR FOR ALL PAVEMENT, DRIVEWAYS AND SIDEWALKS. USE OF FLY ASH AND GROUND GRANULATED BLAST FURNACE SLAG

(GGBFS) SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 7010 2.02 C.

2. COARSE AGGREGATE FOR CONCRETE MIXES SHALL BE CLASS 3 DURABILITY UNLESS APPROVED OTHERWISE. COARSE AND FINE AGGREGATES SHALL BE FURNISHED

FROM AN APPROVED SOURCE IN ACCORDANCE WITH THE SPECIFICATIONS. METHOD OF ACCEPTANCE FOR AGGREGATES SHALL BE BY QUALITY CERTIFICATION

FURNISHED BY THE CONTRACTOR.

3. CONTRACTOR SHALL BE RESPONSIBLE PARTY FOR ALL TESTING AND RE-TESTING OF P.C. CONCRETE AS REQUIRED BY THE SPECIFICATIONS INCLUDING; AIR CONTENT,

SLUMP, AND CYLINDERS.

4. CERTIFIED PLANT INSPECTION IS NOT REQUIRED FOR ANY CONCRETE MIX PRODUCTION.

5. ALL PAVEMENT JOINTS SHALL BE SEALED AS SPECIFIED. DO NOT SEAL DRIVEWAY OR SIDEWALK JOINTS.

6. PROVIDE CONCRETE WASHWATER CONTAINMENT IN ACCORDANCE WITH SECTION 11,050 OF THE SPECIFICATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR

CONCRETE WASHWATER CONTAINMENT - THIS WORK IS INCIDENTAL TO CONSTRUCTION.

7. USE OF A PAVING MACHINE IN ACCORDANCE WITH SUDAS SECTION 7010 WILL BE REQUIRED FOR ALL 27' NOMINAL WIDTH PAVEMENT.

UTILITY CONTACT INFORMATION

UTILITY

ORGANIZATION/REPRESENTATIVE

PHONE

SANITARY SEWER

OSKALOOSA MUNICIPAL WATER DEPARTMENT - KELLY HEFNER

641-673-8476

STORM SEWER

CITY OF OSKALOOSA PUBLIC WORKS - SEAN MURPHY

641-673-7472

WATER

OSKALOOSA MUNICIPAL WATER DEPARTMENT - KELLY HEFNER

641-673-8476

WATER

NATURAL GAS (DISTRIBUTION)

ELECTRIC

COMMUNICATIONS

MAHASKA RURAL WATER - RANDAL PLEIMA

641-673-8851

MID AMERICAN ENERGY - JOHN BIXLER

MID AMERICAN ENERGY - JASON SANDIFER

641-777-5930

GAS EMERGENCY: 800-595-5325

641-820-0790

ELECTRIC EMERGENCY: 800-799-4443

MAHASKA COMMUNICATION GROUP - JUSTIN SHIPMAN

641-295-7067

COMMUNICATIONS

IOWA COMMUNICATIONS NETWORK - DAVE AUGSPURGER

515-725-4604

TELEVISION

MEDIACOM - NICK RENFREW

845-637-9903

TELEPHONE

LUMEN - MATTHEW HOLUB

319-206-9094

ESTIMATED PROJECT QUANTITIES

Item No. Bid Item No.

Bid Item Description

2010-E Excavation, Class 10

Estimated

Unit Quantity

Remarks

Class 10 Excavation was calculated by the average end area method with cross sections spaced a

maximum of 50 feet, resulting in a total cut quantity of 347 Cubic Yards (CY). Based on a shrinkage factor

of 30%, it is estimated there will be approximately 25 CY of fill required, resulting in an excess of

347

approximately 322 CY. Contractor will be required to dispose of excess excavated material at a site

secured by the contractor. Payment for excavation will be based on plan quantity unless a change in

horizontal or vertical alignment is made and approved by the Jurisdiction. Item also includes stripping

(minimum 8" lift), stockpiling, and respreading of topsoil on site. Top 6" of respread topsoil shall be

prepared for seeding per specification. No separate payment will be made for handling of topsoil.

2010-G Subgrade Preparation

SY 1,396

2010-J Subbase, Granular

1,396

Granular subbase material shall be Class A crushed stone in accordanIcoewawDitOh T Gradation No. 11.

See typical sections on sheet B.01.

2010-M Compaction Testing

5020-G Valve Box Extension

6010-E-1 Manhole Adjustment, Minor

Item includes removal and replacement of all existing adjusting rings (approximately 24" total) and a new

SW-601 Type B casting.

7010-A Pavement, PCC, 7" Thick

SY 1,215 See typical pavement section on Sheet B.01.

7010-I PCC Pavement Samples and Testing

7030-A-3 Removal of Driveway

236

7030-E Sidewalk, PCC, 4" Thick

142

7030-E Sidewalk, PCC, 6" Thick

7030-G Detectable Warning

7030-H-1 Driveway, Paved, PCC, 6" Thick

256

7040-H Pavement Removal

SY 1,372

7999-A Temporary Granular Surfacing

8030-A Temporary Traffic Control

TON

150

Item is for temporary granular surfacing to be placed in temporary residential parking area. See sheet

B.01.

1 See Temporary Traffic Control map and details on sheet B.01.

17 9010-A or B Conventional or Hydraulic Seeding; Seeding, Fertilizing, and MulchingLS

No measurement for payment will be made for this item. Payment will be based on Lump Sum price bid.

1 All areas disturbed by construction shall be fertilized, seeded, and mulched in accordance with the

Specifications. Use Type 1 Permanent Lawn Mixture.

11,020-A Mobilization

DRIVEWAY TABULATION

PRELIMINARY

SHEET TITLE

GENERAL NOTES &

ESTIMATED

QUANTITIES

SCALE:

AS NOTED

DRAWN BY:

ACF

APPROVED:

ACF

UTILITY QUALITY LEVELS: BASED ON CI/ASCE 38-02

REVISIONS:

11/25/25: SIDEWALK REV

UTILITY QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY

THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND

SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.

UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE

SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL

POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE

GEOPHYSICS AT ANY POINT OF THEIR DEPICTION.

DATE:

UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE

ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS

INFORMATION TO QUALITY LEVEL D INFORMATION.

MAY 21, 2025

UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.PROJECT NO.:

NOTE: THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES THAT ARE NOT SHOWN ON THIS DRAWING.

EXAMPLES:

5024378

EXISTING UTILITY LINE - QUALITY LEVEL A

EXISTING UTILITY LINE - QUALITY LEVEL B

EXISTING UTILITY LINE - QUALITY LEVEL C

EXISTING UTILITY LINE - QUALITY LEVEL D

SHEET NO.:

A.02

PRELIMINARY

MANHOLE CASTING - PAVEMENT REINFORCEMENT

TYPICAL PAVEMENT SECTION

TEMPORARY TRAFFIC CONTROL MAP, NOTES, AND LEGEND

TEMPORARY TRAFFIC CONTROL NOTES

1. TEMPORARY TRAFFIC CONTROL AND SIGNING IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL

TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, MOVED AND REMOVED BY

THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS.

7TH AVENUE WEST

TEMPORARY RESIDENTIAL

PARKING AREA. SEE

NOTES TO RIGHT.

TEMPORARY

CONSTRUCTION

EASEMENT

PROJECT AREA

8TH AVENUE WEST

2. CONTRACTOR WILL BE REQUIRED TO WASH AND MAINTAIN SIGNS AS REQUIRED AND DIRECTED BY THE

ENGINEER. COST FOR THIS WORK IS INCIDENTAL TO CONSTRUCTION AND SHALL BE INCLUDED IN LUMP

SUM PRICE FOR TEMPORARY TRAFFIC CONTROL.

3. ANY REQUESTS FOR CHANGES TO THE TEMPORARY TRAFFIC CONTROL PLANS SHALL BE SUBMITTED IN

WRITING TO THE JURISDICTION. CHANGES TO THE TEMPORARY TRAFFIC CONTROL PLAN SHALL NOT BE

MADE UNLESS APPROVED BY THE JURISDICTION.

4. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET THE FIELD CONDITIONS, PREVENT OBSTRUCTIONS

AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON APPROVAL OF THE JURISDICTION. NOT SHEET TITLE

ALL REQUIRED SIGNS MAY BE SHOWN ON THE TEMPORARY TRAFFIC CONTROL PLAN.

TYPICAL SECTION,

5. PERMANENT TRAFFIC CONTROL SIGNS THAT CONFLICT WITH SPECIFIC LAYOUTS SHOWN ON THESE

PLANS ARE TO BE COVERED AS DIRECTED BY THE ENGINEER.

DETAILS, & TRAFFIC

CONTROL PLAN

6. CONTRACTOR SHALL ERECT ALL WARNING SIGNS ON STEEL OR WOODEN POSTS AS SPECIFIED.

PORTABLE MOUNTINGS FOR WARNING SIGNS MAY BE USED FOR TEMPORARY INSTALLATION OF LESS

THAN 4 CALENDAR DAYS.

SCALE:

7. THE CONTRACTOR SHALL PROVIDE A 24-HOUR PHONE NUMBER FOR THE CONTRACTOR'S RESPONSIBLE

PARTY TO BE CONTACTED REGARDING TRAFFIC CONTROL ISSUES.

8. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OTHER PROJECTS IN THE AREA.

NO SCALE

TEMPORARY TRAFFIC CONTROL MAP

NO SCALE

9. THE CONTRACTOR SHALL NOTIFY ALL LOCAL AUTHORITIES INCLUDING: FIRE/RESCUE SERVICES, LAW

ENFORCEMENT, AND LOCAL SCHOOL SYSTEM 48 HOURS IN ADVANCE OF INITIATING SIGNIFICANT

CHANGES TO TRAFFIC CONTROL.

10. WHERE POSSIBLE, ALL POST MOUNTED SIGNS SHALL BE PLACED AT LEAST 2' FROM THE EDGE OF

PAVEMENT OR SHOULDER OF THE ROAD.

11. 8TH AVENUE WEST WILL BE CLOSED FOR THE DURATION OF CONSTRUCTION. PROVIDE CHANNELIZING

DEVICES ALONG PAVEMENT REMOVAL LIMITS IN SOUTH M STREET IN ACCORDANCE WITH SUDAS

FIGURE 8030.102.

12. TEMPORARY RESIDENTIAL PARKING AREA:

12.1. PRIOR TO PAVEMENT REMOVAL IN 8TH AVENUE WEST, CONTRACTOR SHALL CONSTRUCT

TEMPORARY RESIDENTIAL PARKING AREA ALONG 7TH AVENUE WEST AS SHOWN ON PLAN TO LEFT.

DRAWN BY:

ACF

APPROVED:

ACF

REVISIONS:

11/25/25: SIDEWALK REV

SIGNAGE/TRAFFIC CONTROL LEGEND (LETTER AND SYMBOL DESIGNATION)

12.2.

CONTRACTOR SHALL STRIP TOPSOIL FROM AREA TO RECEIVE TEMPORARY GRANULAR

SURFACING. TOPSOIL SHALL BE STOCKPILED WITHIN THE TEMPORARY CONSTRUCTION EASEMENT

SHOWN.

ROAD

WORK

AHEAD

ROAD

CLOSED

12.3.

12.4.

12.5.

TEMPORARY PARKING AREA SHALL BE 160' LONG AND 25' WIDE (MEASURED FROM BACK OF CURB).

PARKING AREA SHALL BE CONSTRUCTED OF 6" THICK COMPACTED CLASS A GRANULAR

DATE:

SURFACING. APPROXIMATE QUANTITY=150 TONS.

CONTRACTOR SHALL INSTALL CHANNELIZING CONES TO PROTECT EXISTING UTILITY BOXES WITHIN

THE TEMPORARY PARKING AREA.

MAY 21, 2025

FOLLOWING CONSTRUCTION OF 8TH AVENUE WEST, CONTRACTOR SHALL REMOVE GRANULAR

SURFACING, RESPREAD STOCKPILED TOPSOIL, GRADE TO MATCH EXISTING CONDITIONS, AND

SEED AND MULCH DISTURBED AREA AS SPECIFIED.

PROJECT NO.:

5024378

SHEET NO.:

B.01

8TH AVE W

PRELIMINARY

SHEET TITLE

REMOVAL PLAN

SCALE:

DRAWN BY:

ACF

APPROVED:

ACF

REVISIONS:

11/25/25: SIDEWALK REV

DATE:

MAY 21, 2025

PROJECT NO.:

5024378

SHEET NO.:

D.01

PRELIMINARY

8TH AVE W

PROFILE

SCALES

20'

SHEET TITLE

PAVEMENT PLAN

& PROFILE

SCALE:

DRAWN BY:

ACF

APPROVED:

ACF

REVISIONS:

11/25/25: SIDEWALK REV

DATE:

MAY 21, 2025

PROJECT NO.:

5024378

SHEET NO.:

D.02

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8th Ave W Reconstruction Project

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