P21205 plans -Signed.pdf

PDF 27 MB Posted Aug 10, 2026

Attached to: P21205 - Mohawk Paving & ADA
Solicitation number: S-KS0060-00017720
Issued by: Lane County, Oregon

About this file

Written by GovTribe AI · Aug 12, 2026

P21205 Mohawk Paving and ADA Project – Design Plans Summary

This is a set of signed design and construction plans prepared by the City of Springfield Development & Public Works Department for the P21205 Mohawk Paving and ADA Project. The project encompasses approximately 340 linear feet of grind-and-overlay asphalt pavement restoration along Mohawk Boulevard, spanning from Station 10+00 to Station 13+62. The scope includes cold planing and removal of 4 inches of existing pavement, installation of a 4-inch nominal thickness asphalt concrete pavement (ACP) wearing course with fiber reinforcement, upgrades to two corner ADA ramps at the Q Street and Marcola Road intersections, installation of new pedestrian signal pushbuttons, pavement markings, and associated utility coordination. The plans were designed by B. Jabusch and checked by S. Petroff, a registered professional engineer in Oregon (License #70925, expiration 12-31-2026), with final approval dated July 30, 2026. A pre-construction conference is required within 30 calendar days of the notice to proceed, and contractor submission of a project work schedule is mandatory prior to the conference. Night work is required for the roadwork, and a pre-paving conference must be scheduled 24 hours before paving operations commence.

The construction plans specify compaction requirements of 95 percent for subgrade and crushed rock layers and 90-92 percent for asphalt depending on road classification, with concrete compressive strength requirements ranging from 3000 to 4600 PSI depending on use. Concrete testing will be coordinated by Lane County with cylinders collected for three-day, seven-day, and 28-day compressive strength analysis. The contractor is responsible for locating all utilities prior to excavation by contacting the Oregon Utility Notification Center at 800-332-2344 or 811 at least 48 hours before work begins. All wastewater and stormwater connections must be inspected by the contractor and the City's Development and Public Works Operations Department prior to hookup, and television inspection of installed pipes is required after backfill and before final asphalt paving. Erosion control measures must be in place prior to construction start, and the contractor must comply with the Americans with Disabilities Act requirements throughout the project. Street tree plantings must have a minimum trunk caliper of 2 inches measured 6 inches above the root stem.

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S T

RDMARCOLA

STPIEDMONT

TH ST

Q ST

S T

T ST

ELLO

W O

O D

STT

FIR

ESID

MAIA LOOP

R ST

Q S

EOP 13+62

VICINITY MAP

BOP 10+00

PROJECT LOCATION

GRIND AND OVERLAY PAVEMENT RESTORATION, ADA RAMP UPGRADES,

PAVEMENT MARKINGS

NOTES

1. TOPO PERFORMED WITH THE TRIMBLE S6

TOTAL STATION AND TRIMBLE R8 GPS/RTK

BETWEEN 6/6/19 & 6/27/19

2. HORIZONTAL DATUM IS NAD 83/91

3. VERTICAL DATUM IS NAVD88

Pr oject Si te

SHEET INDEX

SHEET NO. DESCRIPTION

A01-A04 TITLE, LEGEND, ABBR., LAYOUT, GEN NOTES

BA01 TYPICAL SECTIONS

BB01-BB02 INTERSECTION OVERVIEW

BC01-BC02 SIDEWALK CONSTRUCTION NOTES

BD01-BD02 ADA RAMP CONSTRUCTION DETAILS

C01 CONSTRUCTION DETAILS

E01-E12 TEMPORARY TRAFFIC CONTROL PLAN

F01-F02 EROSION CONTROL DETAILS

M01-M06 INTERSECTION SIGNAL DETAILS

Q01-Q02 PAVEMENT MARKING PLAN

STANDARD DRAWINGS

DWG NO. DESCRIPTION

4-1A MAINTENANCE HOLE ADJUSTMENT

5-26 UTILITY VALVE CONCRETE COLLAR DETAIL

RD1010 INLET PROTECTION TYPE 2, 3, 6, 7, 10 & 11

TM457 PEDESTAL FOUNDATION AND TRAFFIC SIGNAL ASSEMBLY

TM467 PEDESTRIAN SIGNAL MOUNT AND PEDESTRIAN PUSHBUTTON

DETAILS

TM500 PAVEMENT MARKING STANDARD DETAILS

TM501 PAVEMENT MARKING STANDARD DETAILS

TM502 PAVEMENT MARKING STANDARD DETAILS

TM503 PAVEMENT MARKING STANDARD DETAILS

TM515 PAVEMENT MARKERS

TM530 INTERSECTION PAVEMENT MARKINGS

TM702 GENERAL JUNCTION BOX INSTALLATION

TM820 TEMPORARY BARRICADES

TM821 TEMPORARY SIGN SUPPORTS

TM844 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTES

TM845 TEMPORARY SIDEWALK RAMPS

Project P21205 Mohawk Blvd Paving and ADA Project

CITY OF SPRINGFIELD

DEVELOPMENT & PUBLIC WORKS

NOT TO SCALE

TITLE SHEET

A01B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 A Sheets Final.dwg

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Stanley A Petroff Digitally signed by Stanley A Petroff Date: 2026.08.07 15:17:05-07'00'

R O

W R

O W

R O

ROW

ROWROWROW

ROW

R O

W R

O W

R O

W R

O W

ROW

ROW ROW ROW

14+30

10+00

11+00 12+0013+0014+00

START OF

PROJECT

STA 10+00

(BEGIN AT EXISTING

PAVEMENT TRANSITION)

END OF

PROJECT

STA 13+62

C O

19TH ST

Q ST

MOHAWK BLVD

1" = 50'

PROJECT PLAN OVERVIEW

A02B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

ADA RAMP UPGRADE

ACP LIMITS

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

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SHEET

Date: 2026.08.07 15:17:45-07'00'

LEGEND

GAS LINE (DIA SHOWN)

SEE SHEET

XX##

MATCH LINE

STA ##+##

COMMUNICATION LINE(S)

SECTION, MATCHLINE, AND DETAIL DESIGNATIONS

OVERHEAD LINES

POWER LINE

PROPERTY LINE

STORMWATER DRAINAGE

RIGHT OF WAY (ROW) LINE

SANITARY LINE

TV LINE

TRAFFIC SIGNAL LINE

TRAFFIC DETECTION LOOP

WATER LINE (DIA SHOWN)

CATCH BASIN

COMMUNICATION BOX

FIRE HYDRANT

GAS VALVE

JUNCTION BOX

POLE

POWER POLE/LIGHT

SIGN

STORM DRAIN

SANITARY MANHOLE

TREE/BUSH/SHRUB

TRUNCATED DOME

UTILITY VAULT

WATER VALVE

WATER METER

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

XX##

ABBREVIATIONS

NO SCALE

LEGENDS AND ABBREVIATIONS

A03

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 A Sheets Final.dwg

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POWER VAULT

Date: 2026.08.07 15:18:00-07'00'

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

NO SCALE

GENERAL CONSTRUCTION NOTES:

GENERAL NOTES

A04

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 A Sheets Final.dwg

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A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, AS SPECIFIED IN PART 00100 OF THE CITY OF SPRINGFIELD SPECIAL PROVISIONS IN ADDITION TO ALL OTHER SPECIFICATIONS REFERENCED

OR INCLUDED, AND IN ADDITION TO THESE PLANS.

B. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE

NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (800) 332-2344 OR 811.

C. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. ALL UTILITIES MAY NOT APPEAR ON PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR

"POTHOLING". THE "ONE-CALL" NUMBER (800) 332-2344 OR 811.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TIMING OF INSTALLATION OF THEIR FACILITIES.

E. ALL WASTEWATER (SANITARY) AND STORMWATER SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MAINTENANCE HOLES (MANHOLES), ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S DEVELOPMENT AND PUBLIC WORKS OPERATIONS DEPARTMENT PRIOR TO HOOK UP. CONTACT OPERATIONS AT (541-726-3761) OR CITY CONSTRUCTION INSPECTOR NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPECTION TIME.

F. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PIPE.

G. THE PIPE GRADE SHALL BE PER THE PLANS, SPECIFICATIONS, AND WITH THE MINIMUM COVER AS SHOWN ON THE PLANS.

H. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE PIPE AFTER ALL BACKFILL AND BEFORE THE FINAL LIFT OF ASPHALT PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH AN ELECTRONIC COPY OF THE TELEVISION REPORT AND VIDEO FOR CITY APPROVAL AT LEAST TWO (2) WORKING DAYS

BEFORE THE PRE-PAVING MEETING.

I. CONTRACTOR TO SCHEDULE A PRE-PAVING CONFERENCE 24 HOURS PRIOR TO PAVING. CONTACT THE CONSTRUCTION INSPECTOR.

J. COMPACTION REQUIREMENTS:

LAYER RATE TEST

SUBGRADE 95% T99

CRUSHED ROCK 95% T180

ASPHALT (LOCAL) 90% RICE

ASPHALT (COLLECTOR/ARTERIAL) 92% RICE

K. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI):

CONCRETE USE FIELD LABORATORY

SIDEWALK/ADA RAMPS 3000 3450

CURBS/GUTTERS 3500 4025

DRIVEWAYS 3500 4025

PAVEMENT 4000 4600

L. CONCRETE TESTING TO BE PERFORMED BY AND COORDINATED WITH LANE COUNTY. FOUR (4) SETS OF CONCRETE CYLINDERS WILL BE COLLECTED FOR EACH POUR AS DETERMINED BY THE ENGINEER. TYPICALLY, TESTING WILL BE PERFORMED TO DETERMINE THREE (3)-DAY, SEVEN (7)-DAY, AND 28-DAY COMPRESSIVE STRENGTH OF CONCRETE SAMPLES; SCHEDULE MAY BE ALTERED BY THE ENGINEER. TESTING TO BE PERFORMED PER APWA STANDARD SPECIFICATIONS.

M.THIS PROJECT SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA FOR RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS, UPGRADING EXISTING FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES.

N. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT OF TRANSPORTATION (ODOT), OREGON DEPARTMENT OF STATE LANDS (DSL), OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), OR ARMY

CORPS OF ENGINEERS (USACE).

O. ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC), PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CITY DEPARTMENTS PRIOR TO PERFORMING PRIVATE WORK.

P. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. SEE EROSION CONTROL PLAN.

Q.STREET TREES: ONLY STREET TREES WITH A MINIMUM TRUNK CALIPER OF TWO (2) INCHES MEASURED SIX (6) INCHES ABOVE THE ROOT STEM SHALL BE SELECTED FOR PLANTING.

R. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER, BEFORE ANY WORK IS PERFORMED AND WITHIN 30 CALENDAR DAYS OF THE NOTICE TO PROCEED, THE CONTRACTOR SHALL MEET WITH THE ENGINEER FOR A PRE-CONSTRUCTION CONFERENCE AT A TIME MUTUALLY AGREED UPON. ALL UTILITIES, CONTRACTORS AND CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. AT LEAST 10 CALENDAR DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER A COPY OF A PROJECT WORK SCHEDULE. THE PRE-CONSTRUCTION CONFERENCE WILL NOT BE HELD UNLESS THE PROJECT WORK SCHEDULE AND PERTINENT SUBMITTALS HAVE BEEN SUBMITTED.

S. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT.

T. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY IN WRITING PRIOR TO IMPLEMENTATION.

U. THE CONTRACTOR SHALL VERIFY EACH EXISTING WASTEWATER (SANITARY) AND STORMWATER CONNECTION.

V. THE CONTRACTOR SHALL LOCATE AND PROTECT SURVEY MONUMENTS AND PROPERTY CORNERS (MARKS) PER PART 00100 OF THE CITY OF SPRINGFIELD SPECIAL PROVISIONS. SEE OREGON REVISED STATUTES CHAPTER 209 FOR NECESSARY INTERFERENCE WITH MONUMENTS AND CORNERS. THE CONTRACTOR SHALL COORDINATE WITH THE CITY SURVEYOR, COUNTY SURVEYOR, AND ENGINEER A MINIMUM OF TWO (2) WEEKS PRIOR TO BEGINNING WORK.

Date: 2026.08.07 15:18:17-07'00'

4.5'

VARIES 3'-12.5'10.5'10.5'

MOHAWK BLVD

BIKE LANE TRAVEL LANE TRAVEL LANE PAINTED MEDIAN/

4.5'10.5' 10.5'

BIKE LANE TRAVEL LANE TRAVEL LANE

ACP WEARING COURSE LEVEL 3, 1/2"

FIBER REINFORCED

NOM. THKN. - 4" (SEE NOTE 1)

+/-61.5'

COLD PLANE PAVEMENT REMOVAL , 4" DEEP

LEFT TURN LANE

EXISTING CURB EXISTING CURB

4.5'

10.5'10.5'10.5'

MOHAWK BLVD

BIKE LANE TRAVEL LANE TRAVEL LANE

4.5'10.5' 10.5'

BIKE LANE TRAVEL LANE TRAVEL LANE

ACP WEARING COURSE LEVEL 3, 1/2"

FIBER REINFORCED

NOM. THKN. - 4" (SEE NOTE 1)

+/-61.5'

COLD PLANE PAVEMENT REMOVAL , 4" DEEP

LEFT TURN LANE

EXISTING CURB EXISTING CURB

NOTE:

1. USE LANE COUNTY APPROVED MIX.

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

NO SCALE

TYPICAL SECTIONS

BA01

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

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BA01

Date: 2026.08.07 15:18:31-07'00'

TDL

ROW

R O

W R

O W

12''SD

0 205 10

ADA RAMP SAWCUT LINE - VACUUM

AND PROPERLY DISPOSE SLURRY

M O

Q ST

PRESERVE AND PROTECT

STORMWATER MAINTENANCE HOLE

PRESERVE AND PROTECT SIGNAL

BOX IN CONC PAD

PRESERVE AND PROTECT TRAFFIC

SIGNAL POLE AND CONCRETE BASE

FURNISH NEW JB3 - SEE SHEET M03

FOR DETAILS

PAVING LIMIT

FURNISH NEW PEDESTRIAN

PUSHBUTTONS - SEE SHEET M03

COLD PLANING AND ACP, SEE

TYPICAL SECTIONS ON SHEET BA01

SEE SHEET BD01 FOR RAMP

CONSTRUCTION DETAILS

1" = 10'

SW INTERSECTION OVERVIEW

BB01B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

PRESERVE AND PROTECT TRAFFIC

LOOP DETECTION SIGNAL JUNCTION

INTERSECTION CONSTRUCTION NOTES:

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

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MINOR ADJUSTMENT OF CATCH BASIN

- SEE STD DWG 4-1A

PRESERVE AND PROTECT DARI MART SIGN

PRESERVE AND PROTECT LIGHT POLE

APPROX DEPTH: 3.8'

Date: 2026.08.07 15:18:45-07'00'

TDL

R O

W R

O W

ROW

0 205 10

M O

19TH ST

ADA RAMP SAWCUT LINE - VACUUM

AND PROPERLY DISPOSE SLURRY

PRESERVE AND PROTECT UTILITY POLE

PRESERVE AND PROTECT TRAFFIC

SIGNAL POLE AND CONCRETE BASE

PAVING LIMITS

RELOCATE PEDESTRIAN CROSSWALK

PEDESTAL TO BACK OF SIDEWALK. SEE

SHEET BC02 FOR DETAILS.

COORDINATE WITH UTILITY TO

PROTECT AND RETAIN GUY LINE

ANCHOR IN PROPOSED CONCRETE

SEE SHEET BD02 FOR RAMP

CONSTRUCTION DETAILS

COLD PLANING AND ACP, SEE

TYPICAL SECTIONS

1" = 10'

SE INTERSECTION OVERVIEW

BB02B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

PRESERVE AND PROTECT TRAFFIC

LOOP DETECTION SIGNAL JUNCTION

INTERSECTION CONSTRUCTION NOTES:

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

P ro je c t

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RELOCATE IRRIGATION COMPONENT

TO OUTSIDE NEW SIDEWALK

FURNISH NEW JB3 - SEE SHEET M05

FOR DETAILS

Date: 2026.08.07 15:18:58-07'00'

ROW

ROWN

1" = 5'

SW ADA RAMP OVERVIEW

BC01B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

0 10'2.5' 5'

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

P ro je c t

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P a vi n g a n d

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C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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.s pr in gf ie ld

-o r.g ov

SHEET

PAY LIMIT LEGEND:

4" CONCRETE SIDEWALK/TRANSITION PANEL PAY LIMIT BOUNDARY

CONCRETE ADA RAMP PAY LIMIT BOUNDARY

CONCRETE CURB AND GUTTER PAY LIMIT BOUNDARY

LEVEL 3 12" DENSE ASPHALT CONCRETE PAVEMENT (ACP)

CATCH BASIN ADJUSTMENT

SAWCUT BOUNDARY

NOTE: VERIFY LOCATION IN-FIELD;

SEE STD DWG 3-8

TRUNCATED

DOME 5'X2'

RAMP

TRANSITION

PANEL(S)

EXIST.

SIDEWALK

RAMP

LEVEL

LANDING

LEVEL

LANDING

LEVEL

LANDING

RAMP

LEVEL

LANDING

TRANSITION

PANEL(S)

TRUNCATED DOMES (INCIDENTAL TO ADA RAMP)

TRUNCATED

DOME 5'X2'

TOPSOIL AND SEEDING

ADJUST BOX:

BID ITEM 7

Q ST AND MOHAWK BLVD

Date: 2026.08.07 15:19:11-07'00'

ROW

MARCOLA RD AND MOHAWK BLVD 1" = 5'

SE ADA RAMP OVERVIEW

BC02B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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w w w

.s pr in gf ie ld

-o r.g ov

SHEET

0 10'2.5' 5'

TRANSITION

PANEL(S)

LEVEL

LANDING

RAMP

TRANSITION

PANEL(S)

LEVEL

LANDING

LEVEL

LANDING

SAWCUT BOUNDARY

NOTE: VERIFY LOCATION IN-FIELD;

SEE STD DWG 3-8

TRUNCATED

DOME 10'X2'

LEVEL

LANDING

TRANSITION

PANEL(S)

TRUNCATED

DOME 10'X2'

PAY LIMIT LEGEND:

4" CONCRETE SIDEWALK/TRANSITION PANEL PAY LIMIT BOUNDARY

CONCRETE ADA RAMP BOUNDARY

CONCRETE CURB AND GUTTER PAY LIMIT BOUNDARY

LEVEL 3 12" DENSE ASPHALT CONCRETE PAVEMENT (ACP)

CATCH BASIN ADJUSTMENT

TOP SOIL AND SEEDING

TRUNCATED DOMES (INCIDENTAL TO ADA RAMP)

ADJUST BOX:

BID ITEM 7

Date: 2026.08.07 15:19:25-07'00'

ROW

1" = 5'

SW ADA RAMP DETAILS

BD01

0 10'2.5' 5'

Q ST AND MOHAWK BLVD

SOUTHWEST CORNER

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Ramp Design Final.2.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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w w w

.s pr in gf ie ld

-o r.g ov

SHEET

FULL HEIGHT CURB

MAINTAIN EXISTING

JBOX LOCATION-

SEE M SHEETS

TAPER 6-INCH

CURB TO FG

TAPER 6-INCH

CURB TO FG

GAP FOR EXISTING

SIGNAL POLE

B. JABUSCH

S. PETROFF

OREGON

EXP DATE: 12-31-2026

70925PEREG

IST ER ED P R O FESS IONA LENG INEER

S T A N L E Y A . P E T R O F F

Date: 2026.08.07 15:19:39-07'00'

ROW

4' MIN CLEAR WIDTH

RELOCATE CROSSWALK PEDESTAL

TO BACK OF SIDEWALK - SEE M

SHEETS

1" = 5'

SE ADA RAMP DETAILS

BD02

0 10'2.5' 5'

MARCOLA RD AND MOHAWK BLVD

SOUTHEAST CORNER

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Ramp Design Final.2.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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w w w

.s pr in gf ie ld

-o r.g ov

SHEET

APPROX 7' CLEAR WIDTH

MAINTAIN EXISTING

JBOX LOCATION-

SEE M SHEETS

4-INCH CURB REVEAL

TAPER 6-INCH

CURB TO FG

6-INCH CURB

B. JABUSCH

S. PETROFF

OREGON

EXP DATE: 12-31-2026

70925PEREG

IST ER ED P R O FESS IONA LENG INEER

S T A N L E Y A . P E T R O F F

COORDINATE WITH

UTILITY TO PROTECT

GUY LINE ANCHOR

TAPER 6-INCH

CURB TO FG

Date: 2026.08.07 15:19:54-07'00'

W R

O W

R O

ROW

ROWROWROW

ROW

R O

W R

O W

R O

W R

O W

ROW

ROW ROW ROW

14+30

10+00

11+00 12+0013+0014+00

CONSTRUCTION NOTES:

C O

19TH ST

Q ST

MOHAWK BLVD

1" = 50'

CONSTRUCTION NOTES

C01B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

0 100'25' 50'

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

Date: 2026.08.07 15:20:08-07'00'

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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w w w

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-o r.g ov

SHEETNO SCALE

E01

TCP GENERAL NOTES

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

GENERAL TEMPORARY TRAFFIC CONTROL NOTES:

1. PRIOR TO ANY WORK, TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE

AND APPROVED BY THE ENGINEER.

2. MAINTAIN 11 FT MINIMUM TRAVEL LANE WIDTH.

3. USE FLUORESCENT ORANGE SHEETING FOR THE BACKGROUND OF ALL TEMPORARY

WARNING SIGNS.

4. WHEN NECESSARY, SIGN SPACING MAY BE REDUCED BY 30% OF THE "A" DIMENSION

FOR ALL SPEEDS.

5. SIGNING AND OTHER TRAFFIC CONTROL DEVICES (TCD) SHOWN TO BE INSTALLED IN

CONJUNCTION WITH THE WORK AREAS, SHALL MOVE WITH THE WORK AREAS.

6. TO DETERMINE TAPER LENGTH "L" AND "BUFFER" LENGTH SHOWN ON EACH TRAFFIC

CONTROL PLAN, USE "THE MINIMUM LENGTHS TABLE".

7. TO DETERMINE SIGN SPACING A, B AND C, USE "TRAFFIC CONTROL DEVICE (TCD)

SPACING TABLE".

8. CHANNELIZATION DEVICES MAY BE PLACED AT 10' SPACING AROUND THE WORK AREA

FOR EMPHASIS IF THE AREA IS EXPOSED TO TRAFFIC BOTH SIDES SIMULTANEOUSLY.

9. DO NOT LOCATE SIGNS IN AREAS DESIGNATED FOR BICYCLE OR PEDESTRIAN

TRAFFIC.

10. ADJUSTMENTS TO TEMPORARY TRAFFIC CONTROL MAY BE REQUIRED TO

ACCOMODATE EXISTING FIELD CONDITIONS. LOCATIONS OF ALL TEMPORARY TRAFFIC

CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER.

11. EXISTING GUIDE SIGNS THAT CONFLICT WITH CONSTRUCTION GUIDE SIGNAGE SHALL

BE COVERED. UNCOVER EXISTING GUIDE SIGNS AS CONFLICTING CONSTRUCTION

SIGNAGE IS REMOVED.

12. SEE SHEETS Q01-Q02 FOR PERMANENT PAVEMENT MARKING PLANS.

13. SEE STANDARD DRAWINGS TM800, TM820, TM821, TM822, TM841, TM842, TM844, TM845, AND TM850 FOR PEDESTRIAN TRAFFIC CONTROL DURING RAMP RECONSTRUCTION, SHOULDER CLOSURES, AND TRAFFIC CONTROL DETAILS NOT SHOWN.

TAPER TYPES & FORMULAS

TAPER FORMULA

MERGING (LANE CLOSURE) "L"

SHIFTING "L"/2 OR 1/2"L"

SHOULDER CLOSURE "L"/3 OR 1/3"L"

FLAGGING 50' - 100'

DOWNSTREAM (TERMINATION) VARIES

MINIMUM LENGTHS TABLE

SPEED

(MPH)

"L" VALUE FOR TAPERS (FT)

Buffer

(FT)

W=Lane or Shoulder Width being closed or shifted

W <_ 10 W = 12 W = 14 W = 16

25 105 125 145 165 75

30 150 180 210 240 100 35 205 245 285 325 125

40 265 320 375 430 150

45 450 540 630 720 180

50 500 600 700 800 210

55 550 660 770 880 250

60 600 720 840 960 285

65 650 780 910 1000 325

70 700 840 980 1000 365

FREEWAYS

55 1000 1000 1000 1000 250

60 1000 1000 1000 1000 285

65 1000 1000 1000 1000 325

70 1000 1000 1000 1000 365

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

SPEED

(MPH)

SIGN SPACING (FT) MAX. CHANNELIZING

DEVICE SPACING (FT)

A B C 20 - 30 100 100 100 20 35 - 40 350 350 350 20 45 - 55 500 500 500 40 60 - 70 700 700 700 40

FREEWAY 100 1500 2640 40

Date: 2026.08.07 15:20:23-07'00'

PCMS

See Special Provisions for PCMS Messages and Deployment Schedule - See Sheet E10 for PCMS plan

DETOUR SIGNAGE LEGEND

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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-o r.g ov

SHEETNO SCALE

E02

DETOUR SIGNAGE LEGEND

24"X18"

END

DETOUR

M4-8a

24"x24" R3-2

9 11

12 13

1 42 6

DETOUR

AHEAD

36x36 W20-2

DETOUR

24"X12" M4-8

19th St Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-2 21"X15" M6-2

DETOUR

24"X12" M4-8

19th St Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-221"X15" M6-2

DETOUR

24"X12" M4-8

19th St

21"X15" M6-3

Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-3

Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-1

DETOUR

24"X12" M4-8

19th St

21"X15" M6-1

Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-1

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

6" 6" C1'

-6

4'-3"

Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-3

6" 6" C1'

-6

4'-3"

Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-3

6" 6" C1'

-6

4'-3"

24"X24" R3-1

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

19th St 6"

6" 6" C1'

-6

4'-3"

14A

Mohawk Blvd 6"

6" 6" C1'

-6

4'-3"

24"X18"

END

DETOUR

M4-8a

14B

ROAD

WORK

AHEAD

36"x36" W20-1

Mohawk Blvd

DETOUR

24"X12" M4-8

21"X15" M6-3

6" 6" C1'

-6

4'-3"

24"X24" R3-1

Date: 2026.08.07 15:20:37-07'00'

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

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SHEET

ROAD

CLOSED

48"X30" R11-2

TYPE III

BARRICADE

24"X24" R3-1

36"x36" W20-3

ROAD

CLOSED

AHEAD

ROAD

WORK

AHEAD

36"x36" W20-1

36"x36" W4-2R

36"x36" W20-5a

RIGHT

TWO LANES

CLOSED

AHEAD

36"x36" W20-3

ROAD

CLOSED

AHEAD

36"x36"

CW23-12

LEFT

TURN LANE

CLOSED

AHEAD

24"x24" R3-2

36"x36" W20-3

ROAD

CLOSED

AHEAD

ROAD

WORK

AHEAD

36"x36" W20-1

1" = 200'

E03

CLOSURE ADVANCED WARNING

PLAN

WORK ZONE CLOSURE PLAN

· FOR DETOUR DETAILS SEE SHEETS E05-E07

· NIGHT WORK ONLY

· COVER OR REMOVE SIGNAGE WHEN WORK ZONE IS OPEN TO DAYTIME

TRAFFIC

· COORDINATE WITH VILLAGE INN AND KIRIN CITY RESTAURANT FOR ACCESS

DURING ACTIVE CLOSURE TIMES.

ROAD

CLOSED

48"X30" R11-2

TYPE III

BARRICADE

HWY 126MOH

MARCOLA RD

S T

Q S

CLOSED TO TRAFFIC

TEMPORARY SIGN ON

TEMPORARY SUPPORT

TUBULAR MARKERS

TYPE 3 BARRICADE

36"x36" W20-3

ROAD

CLOSED

AHEAD

200100 4000 B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

PLASTIC DRUM

W9-5a 36x36

MERGE

SEE SHEET

E04

MATCH LINE

S T

350'

ROAD

WORK

AHEAD

36"x36" W20-1

ROAD

WORK

AHEAD

36"x36" W20-1

36"x36" W20-3

ROAD

CLOSED

AHEAD

Date: 2026.08.07 15:21:00-07'00'

1" = 200'

E04

CLOSURE ADVANCE WARNING PLAN

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

OLYMPIC ST

MOH

S T

CLOSED TO TRAFFIC

TEMPORARY SIGN ON

TEMPORARY SUPPORT

TUBULAR MARKERS

TYPE 3 BARRICADE

200100 4000

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

PLASTIC DRUM

ROAD

WORK

AHEAD

36"x36" W20-1

ROAD

WORK

AHEAD

36"x36" W20-1

WORK ZONE CLOSURE PLAN

· FOR DETOUR DETAILS SEE SHEETS E5-E7

· NIGHT WORK ONLY

· COVER OR REMOVE SIGNAGE WHEN WORK ZONE IS OPEN TO DAYTIME

TRAFFIC

SEE SHEET

E03

MATCH LINE

S T

C A

R L

M ST

Date: 2026.08.07 15:21:59-07'00'

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

HWY 126

MARCOLA RD

D S

MOH

S T

OLYMPIC ST

1" = 800'

E05

TRAFFIC CONTROL

ADVANCE WARNING

CLOSURE-

NIGHT WORK

ONLY

MOHAWK BLVD NORTHBOUND TRAFFIC - DETOUR PLAN

· MOHAWK NORTHBOUND TRAFFIC - ALL PHASES

· NIGHT WORK ONLY

· COVER OR REMOVE DETOUR SIGNAGE WHEN WORK ZONE IS OPEN TO

DAYTIME TRAFFIC

S T

Q ST

800'400' 1600'0

DETOUR ROUTE

# SIGNING DETAIL

See Sheet E01

CLOSED TO TRAFFIC

TEMPORARY SIGN ON

TEMPORARY SUPPORT -

REFER TO STD DWG

TM821 and TM822

M ST

S T st

S T

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

14A

BONNIE LN

LOMOND AVE

HAYDEN BRIDGE RD

Date: 2026.08.07 15:22:14-07'00'

CLOSURE-

NIGHT WORK

ONLY

PCMS

x 2

Location and Message to be determined

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

HWY 126

MARCOLA RD

D S

S T

OLYMPIC ST

1" = 800'

E06

TRAFFIC CONTROL

ADVANCE WARNING

Q ST

MOH

19TH ST and Q ST TRAFFIC - DETOUR PLAN

· 19TH ST SOUTHBOUND AND Q ST EASTBOUND TRAFFIC - ALL PHASES

· NIGHT WORK ONLY

· COVER OR REMOVE DETOUR SIGNAGE WHEN WORK ZONE IS OPEN

TO DAYTIME TRAFFIC

800400 16000

DETOUR ROUTE

# SIGNING DETAIL

See Sheet E02

CLOSED TO TRAFFIC

TEMPORARY SIGN ON

TEMPORARY SUPPORT -

REFER TO STD DWG

TM821 and TM822

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

14B

BONNIE LN

LOMOND AVE

HAYDEN BRIDGE RD

Date: 2026.08.07 15:22:27-07'00'

MARCOLA RD WB TRAFFIC - DETOUR PLAN

· MARCOLA RD WESTBOUND TRAFFIC - ALL PHASES

· COVER OR REMOVE DETOUR SIGNAGE WHEN WORK ZONE

IS OPEN TO DAYTIME TRAFFIC

· NIGHT WORK ONLY

CLOSURE-

NIGHT WORK

ONLY

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

1" = 800'

E07

TRAFFIC CONTROL

ADVANCE WARNING

MOH

Q ST

S T

PIO

NEER PKW

Y MARCOLA RD

HWY 126

DETOUR ROUTE

# SIGNING DETAIL

See Sheet E01

CLOSED TO TRAFFIC

TEMPORARY SIGN ON

TEMPORARY SUPPORT -

REFER TO STD DWG

TM821 and TM822

5T H

S T

HWY 126

800400 16000

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

14B

BONNIE LN

LOMOND AVE

HAYDEN BRIDGE RD

Date: 2026.08.07 15:22:42-07'00'

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

M O

MARCOLA RD

S T

Q S

1" = 100'

E08

SW CORNER TCP

0 20025 50 100

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

SEE TPAR NOTE 1

WORK ZONE

TUBULAR MARKERS

TPAR Notes:

1. CLOSE CROSSWALK AND DETOUR PEDESTRIANS AROUND WORK ZONE. SEE

SHEET E11 FOR TPAR DETAILS.

GEN NOTES:

1. PROVIDE 11' MIN. TRAVEL LANE AND 4' MIN. TPAR AT ALL TIMES.

2. LIMIT WORK TO ONE CORNER AT A TIME.

3. CONSTRUCTION WORK ON ADA RAMPS SHALL NOT BE DONE CONCURRENT

WITH THE GRIND/INLAY CONSTRUCTION PROCESS.

4. FOR TEMPORARY CURB RAMP DETAILS, SEE TM845.

5. DURING CORNER RECONSTRUCTION, THE EXISTING PUSHBUTTON WIRING

MUST BE SPLICED, EXTENDED, OR ROUTED THROUGH TEMPORARY CONDUIT

TO A TEMPORARY WOOD OR STEEL POST.

6. ADJUSTMENTS TO TEMPORARY TRAFFIC CONTROL MAY BE REQUIRED TO

ACCOMMODATE EXISTING FIELD CONDITIONS. LOCATIONS OF ALL TEMPORARY

TRAFFIC CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER.

7. EXISTING GUIDE SIGNS THAT CONFLICT WITH CONSTRUCTION GUIDE SIGNAGE

SHALL BE COVERED. UNCOVER EXISTING GUIDE SIGNS AS CONFLICTING

CONSTRUCTION SIGNAGE IS REMOVED.

8. SEE SHEETS Q01-Q02 FOR PERMANENT PAVEMENT MARKING PLANS.

9. REFER TO ODOT STANDARD DRAWINGS TM821 AND TM822 FOR TEMPORARY

SIGN SUPPORT DETAILS.

Date: 2026.08.07 15:22:56-07'00'

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

M O

MARCOLA RD

S T

Q S

1" = 100'

E09

SE CORNER TCP

WORK ZONE

TUBULAR MARKERS

0 20025 50 100

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

TPAR Notes:

1. CLOSE CROSSWALK AND DETOUR PEDESTRIANS AROUND WORK ZONE. SEE

SHEET E11 FOR TPAR DETAILS.

GEN NOTES:

1. PROVIDE 11' MIN. TRAVEL LANE AND 4' MIN. TPAR AT ALL TIMES.

2. LIMIT WORK TO ONE CORNER AT A TIME.

3. CONSTRUCTION WORK ON ADA RAMPS SHALL NOT BE DONE CONCURRENT

WITH THE GRIND/INLAY CONSTRUCTION PROCESS.

4. FOR TEMPORARY CURB RAMP DETAILS, SEE TM845.

5. DURING CORNER RECONSTRUCTION, THE EXISTING PUSHBUTTON WIRING

MUST BE SPLICED, EXTENDED, OR ROUTED THROUGH TEMPORARY CONDUIT

TO A TEMPORARY WOOD OR STEEL POST.

6. ADJUSTMENTS TO TEMPORARY TRAFFIC CONTROL MAY BE REQUIRED TO

ACCOMMODATE EXISTING FIELD CONDITIONS. LOCATIONS OF ALL TEMPORARY

TRAFFIC CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER.

7. EXISTING GUIDE SIGNS THAT CONFLICT WITH CONSTRUCTION GUIDE SIGNAGE

SHALL BE COVERED. UNCOVER EXISTING GUIDE SIGNS AS CONFLICTING

CONSTRUCTION SIGNAGE IS REMOVED.

8. SEE SHEETS Q01-Q02 FOR PERMANENT PAVEMENT MARKING PLANS.

9. REFER TO ODOT STANDARD DRAWINGS TM821 AND TM822 FOR TEMPORARY

SIGN SUPPORT DETAILS.

SEE TPAR NOTE 1

Date: 2026.08.07 15:23:10-07'00'

800'400' 1600'0

Portable Changable Message Sign - See Special Provisions for Message and Deployment Schedule

CLOSED TO TRAFFIC

M ST

th S

T st

S T

PCMS

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

1" = 800'

E10

PCMS

ADVANCE WARNING PLAN

MOH

OLYMPIC ST

S T

MARCOLA RD

HWY 126

S T

Q ST

PCMS

# See PCMS Note

PCMS Notes:

1. Deploy within Public Right-of-Way behind sidewalk at corner of Q St & Mohawk Blvd.

2. Deploy within Public Right-of-Way; grassy area behind sidewalk off Mohawk Blvd, and between accesses for Kirin City Restaurant and Oregon Community Credit Union.

3. Deploy within grassy shoulder of WB HWY 126, approx 500' before Mohawk Blvd off ramp.

4. Deploy within right shoulder of EB lanes, just west of the guardrail, approx 34 miles before the Mohawk Blvd overpass.

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

PCMS

Date: 2026.08.07 15:23:26-07'00'

1" = 100'

E11

PRIVATE PROPERTY TEMP ACCESS

PLAN

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

B. JABUSCH

S. PETROFF

BID ITEM 23: REMOVE AND REBUILD FENCE

REMOVE AND SALVAGE EXISTING TRASH

ENCLOSURE FENCING MATERIALS, AND

INCORPORATE INTO REBUILT FENCE WHEN

ROADWORK ACTIVITIES COMPLETE AND

NORMAL TRAFFIC ON MOHAWK BLVD IS

RESTORED.

COORDINATE WITH SANIPAC FOR TEMPORARY

RECEPTACLE RELOCATION FOR DURATION OF

ROADWORK ACTIVITIES.

CONTRACTOR IS RESPONSIBLE FOR

SECURING AND STORAGE OF FENCING

MATERIAL.

VILLAGE INN

APARTMENTS

VILLAGE INN HOTEL

ROAD

CLOSED

48"X30" R11-2

TYPE III

BARRICADE

KIRIN CITY RESTAURANT

0 20025 50 100

TEMPORARY ACCESS ROUTE FOR VILLAGE INN MOTEL AND

KIRIN CITY RESTAURANT

CLOSED TO TRAFFIC

TYPE 3 BARRICADE

PLASTIC DRUM

TEMPORARY ACCESS ROUTE

TO VILLAGE INN MOTEL AND

KIRIN CITY RESTAURANT

Date: 2026.08.07 15:23:41-07'00'

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 E Sheets Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

NO SCALE

E12

TPAR DETAILS

CONSTRUCTION SEQUENCE:

1. INSTALL ALL DEVICES REQUIRED BY THE TRAFFIC CONTROL PLAN.

2. INSTALL TPAR DEVICES PRIOR TO CURB, GUTTER AND SIDEWALK REMOVAL.

3. ENSURE ALL PEDESTRIAN DETOUR SIGNS AND DEVICES ARE IN PLACE

BEFORE COVERING THE PEDESTRIAN SIGNALS AND CLOSING THE CROSSING.

4. INSTALL CURB, GUTTER AND SIDEWALK.

5. FOLLOWING THE COMPLETION OF CURB, GUTTER AND CONCRETE SIDEWALK,

ENSURE MEASURES ARE IN PLACE TO PROTECT THE PUBLIC FROM ALL

CONSTRUCTION HAZARDS.

TEMPORARY CROSSWALK DETOUR DETAIL

panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36_24_18

PCD

48" MIN.

48", M

PCD

(CLOSURE DETAIL)

ROADWAY

CROSSING

ROADWAY

SIDEWALK

CLOSED

24X12 R9-9

(MOUNT ON TSS)

SIDEWALK CLOSED

AHEAD

CROSS HERE

24X18

CROSSING

ROADWAY

SIDEWALK CLOSED

AHEAD

CROSS HERE

24X18

DETOUR

30X24 M4-9B

TYPE II BARRICADE

SIDEWALK

CLOSED

24X18 R9-9

TYPE II BARRICADE

DETOUR

30X24 M4-9B

TYPE II BARRICADE

ROADWAY

CROSSING

ROADWAY

SHOULDER

CLOSED

AHEAD

SHOULDER

CLOSED

AHEAD

INSTALL TEMPORARY STAGGERED

CONTINENTAL CROSSWALK.

SEE DWG. NO. TM503

INSTALL TEMPORARY STAGGERED

CONTINENTAL CROSSWALK.

SEE DWG. NO. TM503

NOTES:

1. SEE SHEET E01 FOR GENERAL TCP NOTES.

CROSSING

ROADWAY

48X48

CW11-2A

(MOUNT ON TSS)

48X48

CW11-2A

(MOUNT ON TSS)

48X48

CW11-1

(MOUNT ON TSS)

48X48 21-5B

(MOUNT ON TSS)

48X48

CW11-2A

(MOUNT ON TSS)

48X48

CW11-1

(MOUNT ON TSS)

48X48 W21-5B

(MOUNT ON TSS)

R9-11

TYPE II

BARRICADE

R9-11

TYP2 BARRICADE

48X48

CW11-2A

(MOUNT ON TSS)

DETOUR

30X24 M4-9B

TYPE II BARRICADE

DETOUR

30X24 M4-9B

TYPE II BARRICADE

DETOUR

panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1 marginAlign:9panelRoundCorners:0 panelSizes:constructPanelMode:0constructPanels:36_24_18

30X24 M4-9B

DETOUR

30X24 M4-9B

TYPE II BARRICADE

DETOUR

30X24 M4-9B

TYPE II BARRICADE

DETOUR

30X24 M4-9B

(MOUNT ON TSS)

TUBULAR MARKERS ON 20' MAX. SPACING

UNDER CONSTRUCTION

TSS (TEMP. SIGN SUPPORT)

TEMPORARY CURB RAMP

LEGEND

SIGN ON TYPE II BARRICADE

CBAL/3"B"

C B A L/3 "B"

"B"

L/3

A L/

USE TEMPORARY CROSSWALKS (TAPE) AND

CORRESPONDING SIGNS ON INTERSECTING

ROADS ONLY AS NEEDED IN LOCATIONS

WITHOUT EXISTING ACCESSIBLE CURB RAMPS

FOR PEDESTRIAN CROSSING

TEMPORARY PEDESTRIAN ACCESS ROUTE

B. JABUSCH

S. PETROFF

TYPE II

BARRICADE

Date: 2026.08.07 15:23:54-07'00'

EROSION CONTROL

F01B. JABUSCH

B. JABUSCH

S. PETROFF

REG

IST ER ED PR O FESSIONA LENG INEER

OREGON

EXP DATE: 12-31-2026

70925PE

S T A N L E Y A . P E T R O F FJUNE 14 , 2 0 07

No. Revision/Issue Date

July 30, 2026

Know what's below.

before you dig.Call

UTILITY LOCATIONS ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE

FOR DETERMINING UTILITY LOCATIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

THESE PLANS MAY NOT SHOW ALL UTILITIES OR

THE CORRECT LOCATIONS.

DRAWN BY:

CHECKED BY:

C:\Users\bjabusch\OneDrive - City Of Springfield, OR\Projects Folders\STREETS\P21205 - Mohawk Paving And ADA Project\02-Design\DRAWING\Final\DWG\P21205 Design Final.dwg

P ro je c t

M o h a w k B lv d

P a vi n g a n d

A D

A P ro je c t

C ity o f S pr in gf ie ld P

U B

W O

R K

E N

E E

T, S

D , O

N E

) 7

-3

) 7

-3

R N

w w w

.s pr in gf ie ld

-o r.g ov

SHEET

GENERAL NOTES:

NOTES:

EROSION CONTROL STANDARD NOTES:

A. Approval of this Erosion and Sedimentation Control Plan (ESCP) does not constitute an approval of permanent road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.).

B. Approval of this ESCP does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained.

C. An inspection of the erosion control measures by City LDAP staff is required prior to any ground disturbance on the site.

D. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave the site.

E. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted by the City and vegetation/landscaping is established per the required warranty period.

F. In the event the ESC facilities identified on the ESCP are not functioning properly, the contractor is responsible for immediately implementing changes to the ESCP as directed by the ESCP engineer or their inspector. The engineer, their inspector or the City may stop all construction activity on site until the erosion problem is corrected and all ESC facilities are functioning properly. If the contractor does not immediately implement changes to the ESCP identified by the ESCP engineer or their inspector, the City may implement the necessary changes and require payment from the contractor prior to project acceptance by the City.

G. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction.

H. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once every two (2) weeks or within 48 hours following a storm event. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May1 to September 30).

I. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent or temporary re-vegetation has been stabilized.

Any measure that is damaged or destroyed shall be repaired or replaced immediately.

J. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven…

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File details come from the government source that posted it. Updated Aug 12, 2026.