DO NOT DELETE THIS PAGE – FINANCE WILL DELETE BEFORE PUBLISHING.

7/17/2006 – Design Support Area – Engineering Support Services E-Proposal How To: Use Table of Contents Template for Bookmarking Proposal.PDF (NOTE: This file is both the instructions and the template – Obtain a copy from ProjectWise under Reference Documents, E-Proposal, or from the Plan Development website under EProposal.)

1. If you are just creating your proposal by combining documents, include this template as the first document in your list and then arrange the documents in the PROPOSAL SUBMISSION ORDER (refer to E-Proposal Training Document) Skip to step 3 below to save and set bookmark destinations, otherwise continue.

2. If you have already created your PROPOSAL.PDF, follow the step a-d below to add this template. (If in ProjectWise, PROPOSAL.PDF must be copied out first.)

a. In Adobe Acrobat, open Table of Contents- Template.pdf. (It is these instructions)

b. Click on Document, Pages, Insert and select your

PROPOSAL.PDF

c. Location: After and Page: 1 of xxx

d. Click on OK.

3. SAVE AS PROPOSAL.PDF.

4. On left side, click on Bookmark Tab to display default bookmarks. (View, Navigation Tabs, Bookmarks if they don’t display by default)

5. Scroll through your document and locate the page (or first page of multiples) that corresponds to the bookmark,

6. Highlight the corresponding bookmark in the list, single right click and select Set Destination.

7. Locate the next page, repeating step 8 above until all pages that you contribute are bookmarked.

Project Manager/Design Unit sets those in Red Specs & Estimates sets those in Blue Finance sets those in Green

8. Reposition your SS/SP/NTB or other automatically created bookmarks to appropriate location by highlighting and dragging until you see the insert sub-bookmark symbol. (If exists, delete bookmark for Checklist)

9. Delete only those bookmarks that don’t apply to this project for your area of contribution, i.e. Permits, Watermain or Electrical Specification, etc. (Please don’t delete the ones placed by Specs & Estimates or Finance as they will insert the pages later and set the appropriate destinations for them.)

10. Save Often to make sure you don’t loose any.

11. DO NOT DELETE THIS INSTRUCTION PAGE – Finance will delete before publishing.

12. If not already named this, SAVE AS – PROPOSAL.PDF

Contract ID: 63112-202527

PROGRESS CLAUSE: Submit a Progress Schedule. The Engineer for this project is as follows:

Gina Red Craig MDOT- Oakland TSC 800 Vanguard Dr.

Pontiac, MI 48341 248-361-8522 redg@michigan.gov

After receiving Notice of Award, start work on the date approved by the Engineer which must be no earlier than May 15, 2020. In no case, may any work be commenced prior to receipt of formal notice of award by the Department.

All contract work must be complete by the interim completion date of August 15, 2020.

The entire project, including corrections to deficiencies noted from the delayed acceptance, must be completed on or before the final completion date of October 15, 2020.

Failure by the Contractor to meet interim completion and/or final completion dates will result in the assessment of liquidated damages in accordance with subsections 108.10.C.1 of the Standard Specifications for Construction. Liquidated damages will be assessed separately and simultaneously for failure to meet interim completion and/or final completion dates. Liquidated damages will continue to be assessed for each calendar day that the work associated with the interim completion and/or final completion dates remains incomplete, even if these days extend into or beyond seasonal suspension, unless approved otherwise by the Engineer.

Unless specific pay items are provided in the contract, any extra costs incurred by the Contractor due to cold-weather protection and winter grading will not be paid for separately but will be included in the payment of other pay items in the contract.

After award and prior to the start of work, the Contractor must attend a preconstruction meeting with the Engineer. The Engineer will determine the day, time and place for the preconstruction meeting. The meeting will be conducted after project award and may be rescheduled if there are delays in the award of the project.

The named subcontractor(s) for, Designated and/or Specialty Items, as shown in the proposal, is(are) recommended to be at the preconstruction meeting if such items materially affect the work schedule.

The Contractor must comply with all local ordinances (noise, etc.) as described in the Special Provision for Maintaining Traffic.

The Contractor may be required to meet with Department representatives for a post-construction review meeting, as directed by the Engineer. The Engineer will schedule the meeting.

Failure on the part of the Contractor to carry out the provisions of this Progress Clause may be considered sufficient cause to prevent bidding future projects.

mailto:redg@michigan.gov

CS 63000 – 202527

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

MAINTAINING TRAFFIC

OAK:KRC 1 of 6 APPR:OAK:TEP:1-17-20

a. Description. This work consists of all labor, materials, and equipment required to maintain traffic as specified herein, on the Bald Mountain Recreation Area park route, in Orion Charter Township, Oakland County.

b. General. Maintain traffic throughout the project in accordance with the latest standard specifications, any typicals or supplemental specifications in the contract and as described on the plans for this project.

c. Construction Influence Area (CIA). The CIA includes the right-of-way of the following roadways, within the approximate limits described below:

1. On the park route, M-24, and Greenshield Rd from approximately 1/4 mile north/east and 1/4 mile south/west of limits of construction.

2. In addition, the CIA includes the right-of-way of any designated detour route or alternate route, intersecting roads and ramps adjacent to the work zone for a distance of approximately 1/4 mile in advance of the work zone or as far as the construction or detour signing extends.

d. Traffic Restrictions. Maintain traffic in accordance with the maintaining traffic typicals contained herein, except as noted below. Changes or adjustments to the maintaining traffic typicals may be necessary to fit field conditions, subject to approval of the Engineer or as determined by the Engineer.

1. Utilize the following Maintaining Traffic Typicals:

A. M0020a L, D, and B Values

B. WZD-100-A – Ground Driven Sign Supports for Temp Signs

C. WZD-125-E – Temporary Traffic Control Devices

2. Do not work, deliver material, or close lanes during the holiday periods as defined in

Table 1.

Table 1: 2020 Holiday Periods Holiday Start Date and Time End Date and Time

Memorial Day 3:00 p.m. Friday May 22 6:00 a.m. Tuesday May 26

Independence Day 3:00 p.m. Thursday July 2 6:00 a.m. Monday July 6

MAINTAINING TRAFFIC

OAK:KRC 1 of 6 APPR:OAK:TEP:1-17-20

a. Description. This work consists of all labor, materials, and equipment required to maintain traffic as specified herein, on the Bald Mountain Recreation Area park route, in Orion Charter Township, Oakland County.

b. General. Maintain traffic throughout the project in accordance with the latest standard specifications, any typicals or supplemental specifications in the contract and as described on the plans for this project.

c. Construction Influence Area (CIA). The CIA includes the right-of-way of the following roadways, within the approximate limits described below:

1. On the park route, M-24, and Greenshield Rd from approximately 1/4 mile north/east and 1/4 mile south/west of limits of construction.

2. In addition, the CIA includes the right-of-way of any designated detour route or alternate route, intersecting roads and ramps adjacent to the work zone for a distance of approximately 1/4 mile in advance of the work zone or as far as the construction or detour signing extends.

d. Traffic Restrictions. Maintain traffic in accordance with the maintaining traffic typicals contained herein, except as noted below. Changes or adjustments to the maintaining traffic typicals may be necessary to fit field conditions, subject to approval of the Engineer or as determined by the Engineer.

1. Utilize the following Maintaining Traffic Typicals:

A. M0020a L, D, and B Values

B. WZD-100-A – Ground Driven Sign Supports for Temp Signs

C. WZD-125-E – Temporary Traffic Control Devices

2. Do not work, deliver material, or close lanes during the holiday periods as defined in

Table 1.

Table 1: 2020 Holiday Periods Holiday Start Date and Time End Date and Time

Memorial Day 3:00 p.m. Friday May 22 6:00 a.m. Tuesday May 26

Independence Day 3:00 p.m. Thursday July 2 6:00 a.m. Monday July 6

OAK:KRC 2 of 6 1-17-20

Labor Day 3:00 p.m. Friday September 4 6:00 a.m. Tuesday September 8

3. Do not work, deliver material, or close lanes during the Special Events as defined in

Table 2.

Table 2: 2020 Special Events

Park Events

Date and Time

June 20th, all day

August 2nd, all day

August 30th, all day

4. Perform work and lane closures within the allowable time frames as shown in Table 3 and below, unless otherwise approved by the Engineer. Traffic switch operations on freeways may take place within the allowable times listed below in the traffic restriction tables and/ or as otherwise approved by the Engineer. Additional lane, ramp, and/or roadway closures and shifts may be implemented during maintaining traffic stage and traffic switch operations with prior Engineer approval.

Table 3: Bald Mountain Rec Area Park Route - Traffic Restrictions

Closure Type Start Time

End Time

M Tu W Th F Sa Su

Closure of M-24 Entrance/POB to Main Parking Lot (STA 59+10)

00:00 23:59 3* 3* 3* 3* 3* 0 0

Closure of Greenshield Rd Entrance/POE to STA 112+94

00:00 23:59 3* 3* 3* 3* 3* 0 0

Closures between STA 59+10 and STA 112+94

00:00 23:59 ∞ ∞ ∞ ∞ ∞ ∞ ∞

∞ = Closure is allowed, and the frequency is not limited during the project timeframe # = The number of times closures can take place during the project timeframe

* = May be closed continuously from Monday to Friday or non-continuously on weekdays, total days not to exceed 15.

5. The Greenshield Rd entrance and the M-24 entrance to the park shall not be closed concurrently.

6. The Main Parking Lot shall remain partially open and access to the lot shall be maintained at all times.

7. Maintain access to Supplemental Parking Lot East via Greenshield Rd at all times unless work is active between STA 112+94 and the POE.

8. Access to the Main Parking Lot and Supplemental Parking Lot East shall be maintained on all Saturdays and Sundays.

OAK:KRC 3 of 6 1-17-20

9. Unless active work prevents it, maintain access to all parking lots along the park route.

10. Upon approval of the ITCP, complete and submit the “Lane Closure

Notification/Request Form” to the Engineer for approval prior to the actual closure date.

Submit the lane closure request 7 calendar days in advance of the lane closure for approval.

This includes all shifts/shoulder/lane/ramp closures as stated per the proposal or any new lane closure requests submitted by the Contractor. The Engineer will have 4 calendar days to review the lane closure request for approval or provide comments for revisions required to obtain approval. Do not implement a lane closure prior to approval by the Engineer. In addition, notify the Engineer when the lane closure is removed or cancelled. See Lane Closure Notification/Request Form contained in the proposal.

e. Traffic General.

1. For any lane open to traffic, provide a minimum lane width of 11 feet with 2 feet of shy distance on both sides unless identified otherwise on plans.

2. Do not close lanes or utilize traffic regulation sequences where work can be accomplished with a shoulder closure. Do not occupy any part of the active traffic lane with personnel or equipment when utilizing a shoulder closure. Place lane closures and traffic regulation operations only in areas as show on the plans unless otherwise directed by the Engineer.

3. Prior to shifting traffic onto shoulders or opening any lanes/shoulders and/or ramps, remove, by sweeping, all accumulated debris that has collected within the shoulder and/or within the closed lane/shoulder.

4. A speed reduction will not be used.

5. Repair, at no expense to the Department, any damage done to staging area, signs, or any road surface due to the Contractor’s operations.

6. Develop and submit to the Engineer an Internal Traffic Control Plan (ITCP) per subsection 104.11.B of the Standard Specifications for Construction. Submit the ITCP at the preconstruction meeting. The Engineer will have 7 calendar days to review the ITCP for approval or provide comments for revisions required to obtain approval. Include in the ITCP, at a minimum, the proposed ingress/egress locations for construction equipment and vehicles, traffic control devices that will be utilized to warn the motoring public of ingress/egress locations, and measures that will be taken to ensure compliance with the ITCP. Ensure that the ITCP minimizes conflicts between construction vehicles and motorists and maintains overall safety and mobility within the work zone. No work may begin prior to approval of the ITCP. Additional time required to obtain an approved ITCP will not be cause for delay or impact claims. All costs associated with obtaining an approved ITCP, providing and executing all parts of the approved ITCP including required traffic control devices, or resolving an incomplete or unacceptable ITCP will be borne by the Contractor.

7. Protect the work area at the end of each day. Close all open access points on the project to traffic with Type III barricades or other devices approved by the Engineer. Restore undercuts or excavations in areas immediately adjacent to active traffic lanes to a one-on-four slope from the edge of the roadway at the end of each working period or as directed by the

OAK:KRC 4 of 6 1-17-20

Engineer. Delineate any shoulder under construction that is not in a finished condition left overnight, as shown on plans.

8. The Engineer will be responsible for notifying emergency services, transit agencies, law enforcement and schools prior to any lane closures, detours or major traffic shifts. In addition, the Contractor will be responsible for working with and complying with any coordination that is necessary with the Department and emergency services, transit agencies, law enforcement and schools. All costs associated with these coordination efforts will be considered included in the pay item “Minor Traf Devices”.

9. All costs associated with maintaining devices during/post a storm event are considered included in the “Operated” item for the traffic control devices.

10. Remove all temporary traffic control devices from MDOT right-of-way during any shut down periods unless needed for directly maintaining or channelizing traffic. No additional payment will be made for removal and/or redeployment of these devices except for in the case of an approved extension of time.

11. Once work is initiated that includes any lane restrictions, that work must be continued daily until completed. A lack of work activity for more than 3 days will require the removal of lane closures at no expense to the Department.

f. Traffic Regulator Control.

1. Maintain two-way traffic at all times on open segments of the park route using traffic regulator control. A traffic regulator sequence is allowed to cover the entire open portion of the park route. Place the arrow panel, signs and channelizing taper for the traffic regulator operation at locations approved by the Engineer for adequate visibility by oncoming traffic.

2. Do not utilize more than one (1) traffic regulator operation at one time on the park route.

g. Pedestrian or Non-Motorized Facilities.

1. Maintain all facilities in accordance with The Americans with Disability Act (ADA) requirements. Provide facilities equivalent to or better than the route a person would have encountered prior to construction activities. If facilities cannot be maintained, close facilities to pedestrian traffic.

2. Keep sidewalk or trail areas clear of any equipment or materials at all times the sidewalks are open to pedestrian traffic.

h. Unique Project Traffic Control Requirements.

1. Utilize the letterboard at the M-24 entrance to the park to communicate closures to the public. The board will be changed by park staff as directed by the Engineer.

i. Traffic Control Devices. Ensure all traffic control devices are in accordance with the

MMUTCD and must meet the “acceptable” criteria as defined in the ATSSA publication entitled

OAK:KRC 5 of 6 1-17-20

“Quality Guidelines for Temporary Traffic Control Devices and Features” at the time of initial deployment and after each major stage change.

1. General.

A. During non-working periods, any work site with uncompleted work must have applicable advance signs and channelizing devices at specific locations, as directed by the Engineer, at no additional cost to the Department.

B. Notify the Engineer 24 hours in advance of when traffic control devices are being delivered to the project site, to allow for initial inspection of devices to take place.

C. Remove from the project site all traffic control devices (including detour signing) no longer needed for a particular operation and equipment for construction within 14 calendar days of reopening the shoulder/lane/roadway.

2. Channelizing Devices.

A. Channelizing devices required for this project are as shown in the contract unless otherwise directed by the Engineer.

B. Ensure all devices have sufficient ballast to prevent moving or tipping. If moving or tipping occurs, place additional ballast, as directed by the Engineer, at no additional cost to the Department. No more than two ballasts are allowed on each channelizing device.

C. Do not use caution tape on this project.

3. Temporary Signs.

A. Additional W20-1 (ROAD WORK AHEAD) signs are included in the quantities to be placed on all intersecting or adjacent roads where construction activities may be encountered.

B. W8-7 (LOOSE GRAVEL) signs are included in the quantities to be placed on the park route in areas where chip seal is applied.

C. Fabricate, install, and remove temporary sign overlays on existing signs with the pay item for Sign, Type B, Temp, Prismatic, Furn. Attach the overlay in accordance with subsection 812.03.D.2 of the Standard Specifications for Construction.

j. Measurement and Payment. Payment will be in accordance with the standard specifications unless otherwise specified.

No additional payment will be made for the following activities:

1. Transporting traffic control items from site to site.

2. Providing sufficient vehicles and staff to make changes as-needed on site during work.

OAK:KRC 6 of 6 1-17-20

3. Providing sufficient vehicles and staff to remove closures from the roadway.

4. Additional signing or maintaining traffic devices required to expedite the construction will be borne by the Contractor.

Direction Ramp Road Location Category/ Closure

Type

Lane/

Shoulder(s)

Affected

# of Lanes

Open Type

Start Date

& Time

End Date

& Time

Continuous, Daily or Nightly

Posted

Detour

Detour Route

(if applicable)

Prime Contractor:

Date Submitted:

Submitted By:

24 Hour Project Contact Information

Phone Number:

LCRF Request #:

MDOT LANE CLOSURE REQUEST FORM

(FOR ANY SHOULDER, LANE, RAMP or ROADWAY CLOSURES or LANE SHIFTS)

Job Number/ID: Office Submitted To:

* SEMTOC shall be called at (313) 965-0777 when lane closures are beginning and when lane closures are removed.

Type of work being done:

Notes:

Name:

form updated Dec 2018

* Submit form a minimum of seven (7) calendar days prior to the start of requested closures to the Engineer for approval.

(ft )

SIGN AREA

9_<

9 _ 20<

N/A1 - 3 lb/ft

2 - 3 lb/ft 1 - 4" X 6"

2 - 4" X 6"

2 - 6" X 8"N/A

N/A

SIGNS 4 FEET AND GREATER IN WIDTH REQUIRE 2 POSTS.

36" X 36"

> X

X

X X

1 - 2" 12 or 14 GA

2 - 2" 12 or 14 GA

X

X> 144" WIDE

ROUNDING OF CORNERS IS NOT REQUIRED FOR TYPE I OR II SIGNS.

VERTICAL JOINTS ARE NOT PERMITTED.

HORIZONTIAL JOINTS THROUGH SIGN LEGEND OR SYMBOLS ARE NOT PERMITTED.

A MAXIMUM OF 2 POSTS WITHIN A 7' PATH IS PERMITTED.

<> N/A 3 - 6" X 8"

SIGNS GREATER THAN 8 FEET IN WIDTH REQUIRE 2 OR 3 WOOD

POSTS DEPENDING ON AREA OF SIGN.

36" X 36" _ 96" TO WIDE

POST TYPE

2 WOODSQUARE TUBULAR STEELU-CHANNEL STEEL

20 _ 30

N/A

N/A

POST SIZE REQUIREMENTS TABLE

SIGN MATERIAL SELECTION TABLE

SIGN SIZE TYPE I TYPE II TYPE III

SIGN MATERIAL TYPE

TYPE I ALUMINUM EXTRUSION

30 _ 60

60 _ 84 N/A

96" WIDE TO 144" WIDE

SUPPORTS FOR TEMP SIGNS

GROUND DRIVEN SIGN

WZD-100-AAUG

CON/ECH

1 11 11/2/2017

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

DIRECTOR, BUREAU OF DEVELOPMENT

DISTANCE BETWEEN OUTSIDE POSTS.

SPREAD POSTS SO AS TO HAVE A 8' MIN. TO 9' MAX.

FOR ALL 11' AND 12' LONG SIGNS ON 3 WOOD SUPPORTS,

SIGN

L

2 POST SIGN SUPPORT SPACING

1/6L 1/6L2/3L

SIGN

L

1/6L 1/6L

3 POST SIGN SUPPORT SPACING

1/3L 1/3L

2 11

11/2/2017 WZD-100-A

NOT TO SCALE

MICHIGAN DEPARTMENT OF TRANSPORTATION

PLAN DATEF.H.W.A. APPROVAL

SHEET

OF

NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE MICHIGAN DEPARTMENT OF TRANSPORTATION.

BUREAU OF DEVELOPMENT STANDARD PLAN

AHEAD

CLOSED

ROAD

ROAD

WORK

AHEAD

DETOUR

AHEAD

AHEAD

CLOSED

RIGHT LANE

M.P.H.

BOTTOM HEIGHT AND OFFSET

6'-12' 6'-12'

6'

RURAL

URBAN

5' MIN.

2'

7' MIN.

2'

7'MIN.

4'MIN.

URBAN

4" MAX.4" MAX.

WZD-100-A

3 11

PAVED SHOULDER

SPEED PLATE

RURAL WITH ADVISORY

WALKWAY WALKWAY

WALKWAYS ARE PRESENT)

(CURBED AREAS OR WHERE

WALKWAYS ARE PRESENT)

(CURBED AREAS OR WHERE

11/2/2017

SHEET

OF

C

X X

P O

S T

L E

N G

H

V A

R I

E S

3 3/4" MAX.

D I

O

L

M

N

N

X

3" MIN.

X X

TRAFFIC FLOW

WEIGHT = 3 lbs/ft

1" MIN.

1†" MAX.

L

SECT. MOD. X.-X. = 0.31 CUBIC INCHES MIN.

WZD-100-A 4 11

U - CHANNEL STEEL POST

MOUNT SIGN ON OPEN FACE OF

(NO SPLICE)

3 lb. U - CHANNEL STEEL POST

SHEET

OF

A A

N

N

U P

P

R

P

S T

N

P

UPPER SPLICE LOWER SPLICE

A A

N

P

TRAFFIC FLOW

U P

P

S T

D R I

V

U B

D R I

V

U B

5 11

UPPER U - CHANNEL STEEL POST

MOUNT SIGN ON OPEN FACE OF

2 REQUIRED

5/16" BOLTS

2 REQUIRED

5/16" BOLTS

2 REQUIRED

5/16" BOLTS

2 REQUIRED

5/16" BOLTS

(WITH SPLICE)

3 lb. U - CHANNEL STEEL POST

SHEET

OF

7/16"

NOTES:

UPPER POSTDRIVEN POST

TRAFFIC FLOW

5/16" BOLT

SPACER DETAIL

3/4" O.D.

3/8" I.D.

SPACER THICKNESS

SECTION A-A

1. THE SPACER THICKNESS SHALL BE 1/16" LESS THAN THE GAP BETWEEN THE POST

WHEN POSITIONED IN THE UNBOLTED CONFIGURATION.

2. THE EXTERIOR BOLT (CLOSEST TO LAP), SPACER, WASHER, AND NUT SHALL BE

INSTALLED IN A PREPUNCHED HOLE 1" to 2" FROM THE END OF THE LAP.

3. THE INTERIOR BOLT (FARTHEST FROM LAP), SPACER, WASHER, AND NUT SHALL BE

INSTALLED IN THE NEXT PREPUNCHED HOLE.

4. THE DRIVEN POST SHALL ALWAYS BE MOUNTED IN FRONT OF THE UPPER POST

WITH RESPECT TO THE ADJACENT ONCOMING TRAFFIC, REGARDLESS OF THE

DIRECTION THE SIGN IS FACING.

5. THE SPLICE LAP SHALL BE FASTENED BY FOUR-5/16" DIA. GALVANIZED A449 BOLTS

(SAE J429 GRADE 5) OR GALVANIZED A325 BOLTS.

6 11

(WITH SPLICE)

3 lb. U - CHANNEL STEEL POST

O.D. 3/4" MIN., I.D. 3/8" MAX.

REQUIRED FOR ALL BOLTS

7/16" SPACER

SHEET

OF

3# POST

VARIES VARIES VARIES

A

A

SECTION A-A

FRONT

1. MATERIAL: 12 GAUGE CARBON STEEL.

3. FINISH-AFTER STAMPING AND PUNCHING,

GALVANIZE ACCORDING TO CURRENT

3 1/2"

1 3/4" 1 3/4"

7/16" DRILL

EQUAL TO POST THROAT

OPENING DIMENSION

2. TOLERANCE ON ALL DIMENSIONS 0.0625"

SPECIFICATIONS FOR ZINC (HOT

GALVANIZE) COATINGS ON PRODUCTS

FABRICATED FROM PLATES OR STRIPS

NOTES: (FOR STEEL SIGN REINF' PLATE)

0.19" R

PLYWOOD (TYPE II) OR ALUMINUM SHEET (III) SIGN

STEEL SIGN REINFORCING PLATE

SIGN TO 3 lb. POST CONNECTION

3 lb. U - CHANNEL STEEL POST SIGN CONNECTION

REQUIRED FOR TYPE III SIGNS ONLY

5/16" DIAMETER GALVANIZED BOLT

AND NUT

FLAT WASHER

WZD-100-A 7 11

(TYP. ALUMINUM SHEET [TYPE III] SIGN ONLY)

REINFORCING PLATE

SELF-ALIGNING STEEL

SHEET

OF

(4" X 6" (NOMINAL) POST) 1 1/2" DIA. 2 HOLES

(6" X 8" (NOMINAL) POST) 3 1/2" DIA. 2 HOLES

N

8" DIA. AUGERED HOLE FOR 4" X 6" POST

10" DIA. AUGERED HOLE FOR 6" X 8" POST

5•" OR 7•" (ACTUAL)

SAW CUT DETAIL

5 1/2 " OR 7 1/2" ACTUAL

TRAFFIC FLOW

WOOD POST DETAILS

(MULTIPLE POST INSTALLATIONS)

TRAFFIC FLOW

SIGN PANEL

CONSTRUCTION.

THE STANDARD SPECIFICATIONS FOR

SECTION 912 OF THE CURRENT EDITION OF

WOOD POST SHALL BE IN CONFORMANCE TO

WZD-100-A 8 11

LAYERS, TAMPING EACH LAYER.

EXISTING MATERIAL IN FIVE EQUAL

AUGERED HOLE. IF AUGERED, BACKFILL WITH

THE POST MAY BE DRIVEN OR PLACED IN AN

S I

N G

S E

M B

L I

E S

W

U

T

E X

C E

P T

I

N

(FOR 6" X 8" NOMINAL POST) 1 1/2"

(FOR 4" X 6" NOMINAL POST) 1"

CENTERED ON POSTS.

HOLES ARE TO BE

DRILLED BREAKAWAY

DIRECT EMBEDMENT DETAILS

WOOD POST BREAKAWAY HOLES/

SHEET

OF

POST ASSEMBLIES

EXCLUDE SAW CUT ON SINGLE

SAME AS BOLT ABOVE

TYPE II AND TYPE III SIGNS

END VIEW REAR VIEW

C OF POST

1 1/2"

(TYP.)

P A

N E

L

W I

D T

H

TOP VIEW

LENGTH ALL EXTRUSIONS.

L

1/2"

O

T Y

P

12"

T Y

P

4" X 6" (NOMINAL) OR 6" X 8" (NOMINAL) WOOD POST

ON APPROX. 24" CENTERS FULL

TYPE I SIGN

WOOD POST CONNECTIONS

TYPE I SIGN - ERECTION DETAILS

L

1/6 SIGN LENGTH

(TYP.)

3/8" DIA. GALVANIZED BOLTS

WZD-100-A

(TYP.)

1 1/2"

(TYP.)

STIFFENER ANGLE

SPACING

HOLE

TYPICAL

ALIGNMENT OF PANELS.

USED TO FACILITATE

E

X

N

X

N

TYP.

2"

BOLT HOLES MAY BE

1/2" X 3/4" ELONGATED

M A

X

M A

X

CORNER RADIUS (TYP.)

0.040" EXTERIOR

(ALUM.) x SIGN HEIGHT

L 2" X 2" X 1/4"

STIFFENER ANGLE-

FOR CONSTRUCTION

SPECIFICATIONS

PER MDOT STANDARD

ALUMINUM EXTRUSION

SIGNS

ALUMINUM SHEET (TYPE III)

PLYWOOD (TYPE II) OR

(TYPE I) SIGN

ALUMINUM EXTRUSION

SAW CUT

FLAT WASHER

GALVANIZED

HEX. HD. BOLT

3/8" DIA. GALVANIZED

NYLON INSERT LOCKNUT

GALVANIZED

FLAT WASHER

GALVANIZED

NYLON INSERT LOCKNUT (TYP.).

WASHERS & GALVANIZED

2 GALVANIZED FLAT

3/8" DIA. GALVANIZED BOLT,

BE INSTALLED ON EITHER SIDE OF EACH POST.

ALUMINUM L 4" X 3" X 3/8" ANGLES MAY

GALVANIZED BOLTS.

C OF HOLES FOR 3/8" DIA.

ALIGNMENT OF ALUMINUM ANGLES.

HOLES MAY BE USED TO FACILITATE

1/2" X 3/4" ELONGATED BOLT

EACH PANEL.

BOLT STIFFENER ANGLE TO

NYLON INSERT LOCKNUTS.

& GALVANIZED

GALVANIZED FLAT WASHERS

RECTANGULAR FLAT BOLTS,

GALVANIZED 3/8" DIA.

9 11

SHEET

OF

N G

V

R I

E S

ANCHOR SLEEVE

GRADE

SQUARE TUBULAR STEEL POST

M I

N

N

D

L

TUBE SIZE = 2•" X 2•"

WALL THICKNESS = 12 GA

W

P O

S I

F

U

D E

S

SIGN POST

TUBE SIZE = 2" x 2"

WALL THICKNESS =12 OR 14 GA

X

INSERT CONNECTION HARDWARE

(PER MANUFACTURER'S

SPECIFICATIONS)

WZD-100-A

SIGN CONNECTION LOCATIONS.

ANCHOR/POST CONNECTION AND

HOLES OPTIONAL EXCEPT FOR

10 11

SHEET

OF

1. A MAXIMUM OF TWO POSTS WITHIN A 7 FOOT PATH IS PERMITTED.

GENERAL NOTES:

3. ALL POSTS SHALL BE EMBEDDED A MINIMUM OF 42".

2. ALL SIGN POSTS SHALL COMPLY WITH NCHRP 350.

13. POSTS SHALL NOT EXTEND MORE THAN 4" ABOVE TOP OF SIGN.

10. REMOVE SIGN POSTS AND/OR POST STUBS IN THEIR ENTIRETY WHEN NO LONGER

REQUIRED.

11. ALL LABOR, MATERIALS, AND EQUIPMENT, INCLUDING TEMPORARY SUPPORTS

12. SAW CUTS IN WOOD POSTS ARE TO BE PARALLEL TO THE BOTTOM OF THE SIGN.

4. BRACING OF POST IS NOT PERMITTED.

5. SIGN SHALL BE LEVEL, AND UPRIGHT FOR THE DURATION OF INSTALLATION.

6. ERECT POSTS SO THE SIGN FACE AND SUPPORTS DO NOT VARY FROM PLUMB

BY MORE THAN 3/16" IN 3'. PROVIDE A CENTER-TO-CENTER DISTANCE

BETWEEN POSTS WITHIN 2 PERCENT OF PLAN DISTANCE.

7. NO MORE THAN ONE SPLICE PER POST, AS SHOWN, WILL BE PERMITTED.

8. POST TYPES SHALL NOT BE MIXED WITHIN A SIGN SUPPORT INSTALLATION.

WZD-100-A

THROUGH SIGN LEGEND OR SYMBOLS ARE PERMITTED IN SIGN

9. NO VERTICAL JOINTS ARE PERMITTED IN SIGN. NO HORIZONTIAL JOINTS

11 11 11/2/2017

REQUIRED TO INSTALL, MAINTAIN, RELOCATE, AND/OR REMOVE THE TEMPORARY

SIGN, INCLUDING SUPPORTS, ARE CONSIDERED TO BE INCLUDED IN THE COST

OF THE TEMPORARY SIGN.

14. TEMPORARY WOOD SUPPORTS DO NOT REQUIRE PRESERVATIVE TREATMENT.

SHEET

OF

ECH

MWB

ENGINEER OF DEVELOPMENT

Traffic Control Devices

Temporary

WZD-125-E 1 3

6" MIN.

12" MAX.1

8'-0" o

(12 REQUIRED)

1" MIN. O.D. STEEL FLAT LOCK WASHER

…" - 16 STEEL HEX NUT

…" - 16 STEEL HEX BOLT

6" MIN.

12" MAX.1

8'-0" o

(12 REQUIRED)

1" MIN. O.D. STEEL FLAT LOCK WASHER

…" - 16 STEEL HEX NUT

…" - 16 STEEL HEX BOLT

FRONT ELEVATION SIDE VIEW

FRONT ELEVATION SIDE VIEW

PERFORATED SQUARE STEEL TUBE OPTION

BI-DIRECTIONAL RIGHT DIRECTIONALLEFT DIRECTIONAL

T Y

P

T Y

P

ANGLE IRON OPTION

(12 GAGE)

SQUARE STEEL TUBE

1ƒ" PERFORATED

(10 GAGE)

1•" x 1•" ANGLE

C

C C

C C

C C

C ƒ" HOLLOW EXTRUDED RIGID POLYOLEFIN ƒ" HIGH DENSITY POLYETHYLENE OR ƒ" ACX PLYWOOD OR

BARRICADE RAIL MAY BE

ƒ" HOLLOW EXTRUDED RIGID POLYOLEFIN ƒ" HIGH DENSITY POLYETHYLENE OR ƒ" ACX PLYWOOD OR

BARRICADE RAIL MAY BE

CLOSURES

(TYPICAL)

ORANGE

REFLECTORIZED

(TYPICAL)

SILVER (WHITE)

REFLECTORIZED

(TYPICAL)

SILVER (WHITE)

REFLECTORIZED

(TYPICAL)

ORANGE

REFLECTORIZED

BARRICADE RAIL SHEETING OPTIONS

TYPE III BARRICADES

(12 GAGE)

2" SQUARE STEEL TUBE

4'-0" - 6'-0"

4'-0" - 6'-0"

(12 GAGE)

2" SQUARE STEEL TUBE8

O R

2" x 2" x ‰" ANGLE

2" x 2" x ‚" ANGLE OR OF BASE

WELD TO CENTER

OF BASE

WELD TO CENTER

" 1•" x 1•" ANGLE (10 GAGE)

2" x 2" x ‰" ANGLE OR

2" x 2" x ‚" ANGLE OR http://safety.fhwa.dot.gov/roadway_dept/road_hardware/wzd.htm

Other Type III Barricades meeting current NCHRP crash worthy criteria can be found on the FHWA Safety website at

(SPECIAL DETAIL) 1/18/11

THROUGH UPRIGHT AND RAIL

WITH VANDAL RESISTANT HARDWARE

LIGHTWEIGHT WARNING LIGHT ATTACHED

THROUGH UPRIGHT

WITH VANDAL RESISTANT HARDWARE

LIGHTWEIGHT WARNING LIGHT ATTACHED

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

DIRECTOR, BUREAU OF DEVELOPMENT

6'-0"

(4 REQUIRED)

STEEL HEX BOLT WITH Œ" NUT

…" x 2•" - 16 ZINC COATED

1" ON CENTER, ALL FOUR SIDES

PSST STEEL TUBING WITH …" HOLES

12 OR 14 GAGE GALVANIZED UPRIGHT

1ƒ" x 1ƒ" x 9'-0"

REFLECTIVE SHEETING

3'-4"

PLACED 6" FROM BOTTOM OF UPRIGHT

1" ON CENTER, ALL FOUR SIDES

PSST STEEL TUBING WITH …" HOLES

12 GAGE GALVANIZED SLEEVE

2" x 2" x 3'-0"

ON THREE SIDES

IRON BY ‚" x 2" WELDS

ATTACH STUB TO ANGLE

FOR INSERTING UPRIGHT

6" HIGH (12 GAGE)

2" SQUARE STEEL TUBE

FRONT ELEVATIONSIDE VIEW

TEMPORARY SIGN SUPPORT

(WARNING LIGHT PLACED ON SIDE CLOSEST TO TRAFFIC)

T

Y P

Z-BRACKET DETAIL

1‚"

1ƒ"

14 GAGE STEEL

3"

1•"1•"

Œ" DIA. HOLE

ƒ

PLACED IN OUTERMOST SLOT

AND BATTERY MUST BE

OF SIGN A MINIMUM OF 1"

MUST PROTRUDE FROM EDGE

WARNING LIGHT HOUSING

FROM THE EDGE LINE OF THE PANEL

WITH BOLT PROTECTION CUP. LOCATE BOLT 2" IN

Z-BRACKET ATTACHED WITH •" x 4" HALF MOON BOLT

WITH 6 VOLT SINGLE LANTERN TYPE BATTERY HELD BY

LIGHTWEIGHT (3.3 LBS. MAX.) WARNING LIGHT TYPE A

2" x 2" x ‰" ANGLE *

2" x 2" x ‚" ANGLE OR

* SIGN STAND IS BALLASTED WITH FOUR OR MORE 35 LB SANDBAGS. A MINIMUM OF ONE ON EACH END.

UPRIGHTS SHALL NOT EXTEND ABOVE THE SIGN PANEL.

(OPTIONAL)

INSERTED IN THE HOLE OF PANEL

NYLON WASHER (SEE DETAIL BELOW)

TIGHTENED TO CUP WASHER

AND 1•" FLAT WASHER ˆ" THICK

STEEL HEX BOLT WITH Œ" NUT

…" x 3" - 16 ZINC COATED

1‚" DIA. HOLE IN PANEL FOR

OPTIONAL NYLON WASHER

…" DIA. HOLE

„"1„"

(MEDIUM DENSITY OVERLAY PLYWOOD)

48" x 48" x •" PANEL http://safety.fhwa.dot.gov/roadway_dept/road_hardware/wzd.htm

Other temporary sign supports meeting current NCHRP crash worthy criteria can be found on the FHWA Safety website at

R U

R A

U R

B A

N

1/18/11SPECIAL DETAIL WZD-125-E 2 3

SHEET

OF

WZD-125-E

NOTES:

PLASTIC DRUM

A P

P R

O X

REMAINDER OF DRUM

2" MAX.

NON REFLECTORIZED ORANGE

REFLECTORIZED WHITE

REFLECTORIZED ORANGE

X

S

T E

18" MIN.

SYMBOLS TO BE USED ON PLANS

EXISTING TYPE III BARRICADE

PROPOSED TYPE III BARRICADE

PLASTIC DRUM

TRAFFIC CONTROL DEVICE.

SO THEY WILL NOT COVER OR OBSTRUCT ANY REFLECTIVE PORTION OF THE

ACHIEVE STABILITY OF THE BARRICADE. THE SANDBAGS SHALL BE PLACED

SANDBAGS SHALL BE USED WHEN SUPPLEMENTAL WEIGHTS ARE REQUIRED TO

SPECIFICATIONS FOR CONSTRUCTION.

SENSITIVE REFLECTIVE SHEETING ACCORDING TO THE CURRENT STANDARD

SIGNS, BARRICADES, AND PLASTIC DRUMS SHALL BE FACED WITH PRESSURE-

SHALL BE ORANGE IN COLOR AND EQUAL IN WIDTH.

THE HORIZONTAL REFLECTORIZED ORANGE AND WHITE STRIPES

STRIPE BEING ORANGE. NON REFLECTORIZED SPACES BETWEEN

ALTERNATING IN COLOR WITH THE TOPMOST REFLECTORIZED

STRIPES (2 ORANGE AND 2 WHITE) OF 6" UNIFORM WIDTH,

DRUMS SHALL HAVE AT LEAST 4 HORIZONTAL REFLECTORIZED

NOTE:

3 3 1/18/11

OF PLASTIC DRUMS FOR PLACEMENT OF TEMORARY CONCRETE BARRIER.

DIVIDED ROADWAY, AND R-126-SERIES FOR TYPICAL LOCATION AND SPACING

SEE ROAD STANDARD PLANS R-113-SERIES FOR TEMPORARY CROSSOVERS FOR

CONTRACT ON TYPE III BARRICADES.

SPECIFICATIONS FOR CONSTRUCTION AND ALL OTHER PROVISIONS IN THE

WARNING LIGHTS SHALL BE PLACED ACCORDING TO THE CURRENT STANDARD

HORIZONTAL BASE OF THE TYPE III BARICADE.

2" PERFORATED SQUARE STEEL TUBES MAY BE USED TO FABRICATE THE

(SPECIAL DETAIL)

SHEET

OF

12TM107-A265

INSURANCE

CSD:JDM 1 of 1 APPR:KF:DBP:09-17-14

Add the following after the first paragraph in subsection 107.10.C.4, on page 60 of the Standard Specifications for Construction:

In addition to the above insurance requirements, the following agencies must be listed as additional insured:

Road Commission of Oakland County Oakland County Water Resources Oakland County

12DS204(F540)

BOLLARD, REMOVE

TAY:MB 1 of 1 APPR:DMG:DBP:11-04-13

a. Description. This work includes the removal and disposal of existing bollards as identified on the plans and in accordance with section 204 of the Standard Specifications for Construction, except as herein modified.

b. Material. Materials must meet the following:

Granular Material Class III

c. Construction. Remove entirely, the bollard and concrete footing, if any, to a depth which will not interfere with the proposed construction. The bollard and concrete footing, if any, must be disposed of in accordance with subsection 204.03.B of the Standard Specifications for Construction.

Backfill all excavated areas as described in subsection 204.03.C of the Standard Specifications for Construction.

d. Measurement and Payment. The completed work, as described, will be measured and paid for at the contract unit price using the following pay item:

Pay Item Pay Unit

Bollard, Rem.............................................................................................................. Each

12DS402(G075)

DEWATERING

BAY:JYP 1 of 2 APPR:DMG:SJU:12-19-13

a. Description. This work consists of lowering the water table sufficiently to facilitate the installation of proposed storm sewer by the direct jack method at the locations shown on the plans.

Design, furnish, install, operate, maintain, and remove the dewatering system which may include well points, deep wells, pumping equipment, monitoring wells and/or other established means necessary to lower the water table to install the storm sewer. This work also includes all necessary work to dewater the jacking and receiving pits for the storm sewer installation.

b. Materials. None specified.

c. Construction. Conduct the dewatering work in accordance with the standard specifications, all applicable federal, state and local regulations, as approved by the Engineer and as specified herein.

1. Qualifications of Dewatering System Contractor. The Contractor must have successfully completed at least five projects of similar scope installing dewatering systems utilized to lower the ground water elevation to facilitate underground construction. Provide documentation of relevant experience that the personnel performing the work have completed at least five projects of similar scope and subsurface conditions. Provide this information to the Engineer at the preconstruction meeting.

2. Dewatering Plan. Submit a dewatering plan at least 14 calendar days prior to the installation of the system for approval by the Engineer. This plan must provide the following detailed information of the proposed dewatering system:

A. List of all equipment to be used.

B. Filter materials and design of the system.

C. List of materials, including sizes of pumps, piping and all associated appurtenances.

D. Sequence of installation, operation and removal.

E. Location of system components and monitoring wells.

F. Anticipated time to lower ground water level to at least 2 feet below the lowest proposed invert elevation.

G. Handling of discharge water.

H. Standby equipment.

12DS402(G075)

BAY:JYP 2 of 2 12-19-13

Plan approval by the Engineer does not relieve the Contractor of the responsibility to dewater the site without causing damage to adjacent property owners.

3. System Performance. Install the dewatering system in accordance with the approved plan in a predetermined sequence with the execution of the storm sewer installation such that the excavation is stable. Install monitoring wells at appropriate locations and monitor to ensure proper operation of the dewatering system. Submit readings to the Engineer on a daily basis.

Do not proceed with the storm sewer installation until monitoring wells indicate the groundwater level has been lowered to at least 2 feet below the lowest invert elevation for the full length of the proposed storm sewer.

Ensure the dewatering system performs without causing damage to nearby property, foundations, utilities or pavements, and without interference to the rights of the public, owners of private property, pedestrians, motorists or the work of other contractors. Design filters for pumping methods to ensure that soil particles are not pumped with the water resulting in subsurface voids around the excavation, under existing structures, pipes, utilities and pavement structures.

Use existing storm sewers or drains for discharge of the water from the dewatering system provided that it is clear and free of sediment. Use filter bags with gravel filter berms or other approved means to filter water discharged from the dewatering system.

The Engineer may direct the Contractor to make corrective actions for deficiencies to the dewatering system. There will be no compensation for idled personnel or equipment due to any such corrective order.

d. Measurement and Payment. The completed work, as described, will be measured as a lump sum and paid for at the contract price for the following pay item:

Dewatering System .............................................................................................. Lump Sum

Dewatering System will be measured for the entire system necessary for the length of the storm sewer installation by the direct jack method. Fifty percent of the cost of the dewatering system will be paid once the functioning system has been installed and the groundwater table has been successfully lowered to the required elevation. The remaining fifty percent of the cost will be paid upon complete removal of the system.

12DS800(E680)

BOLLARD

OAK:JJP 1 of 1 APPR:CT:JJT:07-16-13

a. Description. This work consists of fabricating, shop cleaning, galvanizing , delivering and installing concrete-filled steel pipe bollards and high-density polyethylene (HDPE) bollard covers.

b. Materials.

1. Provide steel pipe conforming to ASTM A 53 Type E.

2. Provide Grade D concrete in accordance with section 701 of the Standard Specifications for Construction.

3. Provide materials for galvanizing bollards in accordance with subsection 716.02 of the

Standard Specifications for Construction.

4. Provide yellow HDPE bollard covers from one of the following manufacturers: Highland Products Group, Encore Commercial Products, or Omega Industrial Products.

c. Construction. Fabricate the bollard to the dimensions shown on the plans. Prior to galvanizing, grind all sharp edges to a minimum 3/32 inch radius. After fabrication, galvanize bollards according to subsection 716.03.B.4 of the Standard Specifications for Construction.

Repair damage to galvanized surfaces, at no additional cost to the Department, according to subsection 716.03.E of the Standard Specifications for Construction.

Install bollards plumb. Brace pipes to prevent displacement from center and plumb during pouring and curing of concrete. Consolidate wet concrete by rodding or vibrating. Finish concrete at top of pipe with convex (upward) dome for shedding of precipitation, while permitting bollard cover to be installed properly.

Install bollard covers according to manufacturer’s specifications.

Bollard ........................................................................................................................... Each

Bollard includes all materials, labor, and equipment required for fabricating, galvanizing, delivering, and installing the bollard and bollard cover at the location shown on the plans. The pay item Bollard also includes repair of damaged galvanized surfaces, the cost of placing and finishing concrete in the bollard, and constructing a concrete foundation for the bollard.

12RC401-A725-02

CURED-IN-PLACE PIPE LINER FOR CULVERTS AND STORM SEWERS

COS:DMG 1 of 2 APPR:SJU:JAT:12-04-19

a. Description. This work consists of the design and installation of the cured-in-place resin impregnated felt liner into an existing culvert or storm sewer by hydrostatic inversion or by the direct pulled-in-place method at the locations specified on the plans. Cure the liner in place so that the finished installation is continuous, provides structural support and is tight fitting to the existing pipe. The manufacturer of the liner system must provide the design, installation and inspection of the liner and must have an authorized representative on site during installation.

Provide video inspection of the culverts and sewers before (after cleaning) and after lining. All culvert and sewer cleaning, maintaining flow, bypass pumping, and site preparation is included in this work except as described below.

b. Materials. Use tube and resin material that meets the requirements of one of the following standards: ASTM F 1216, ASTM F 1743 or ASTM F 2019, as applicable.

Design the liner for HS-20 live loading. Design the required cured-in-place liner wall thickness in accordance with appendix X1 of ASTM F 1216. Use the formulas assuming a fully deteriorated pipe condition and assume the water table is at the top surface of the pavement over the existing pipe.

Provide documentation to the Engineer indicating the proposed design liner thickness for each run of pipe, all component materials and that the liner meets the minimum chemical resistance requirements listed in appendix X2 of ASTM F 1216 prior to installation.

Provide a tube consisting of one or more layers of flexible needled felt or equivalent woven or nonwoven material capable of carrying resin and withstanding installation pressures and curing temperatures. Ensure the tube is compatible with the resin system used. Ensure the tube material is able to stretch to fit irregular culvert or sewer sections. Ensure the outside layer of the tube is plastic coated with a material that is compatible with the resin system used. Fabricate the tube to the required size to fit the inside diameter for the full length of the existing culvert or sewer when cured. Ensure allowance is made for circumferential stretch during the hydrostatic inversion method and for longitudinal stretch during the direct pulled-in-place method.

c. Construction. Provide at least 10 work days notice to the Engineer prior to starting the work. Electronically submit all required documentation to the Engineer for approval prior to starting the work. Do not begin work until approval is received from the Engineer.

Video inspect the existing and lined pipe in accordance with subsection 402.03.K of the Standard Specifications for Construction. Thoroughly clean the existing pipe prior to video inspection.

Dispose of all debris in accordance with subsection 205.03.P of the Standard Specifications for Construction.

12RC401-A725-02

COS:DMG 2 of 2 12-04-19

Propose a corrective action to eliminate any obstruction revealed by pre-installation inspection that cannot be removed by conventional pipe cleaning equipment and that prevents the cured-in-place liner from being installed properly. Ensure the proposed corrective action is approved by the Engineer prior to commencement of the work.

Maintain flow around the run of pipe designated for lining as necessary. Ensure the bypass pumping system can provide adequate capacity to handle the existing flow plus any additional flow that may occur during periods of precipitation. Electronically submit a bypass pumping plan containing all necessary details to the Engineer for approval at least 10 work days prior to conducting the work.

Continuously monitor all pumps and equipment. Follow local noise ordinances if pumping is required on a 24 hour basis.

Install the cured-in-place liner in accordance with the manufacturer’s guidelines and ASTM F 1216, ASTM F 1743 or ASTM F 2019, as applicable. Ensure the finished liner is continuous over the entire length of pipe and is free from visual defects, such as foreign inclusions, dry spots, pinholes, lifts, and delamination. Wrinkles or other flaws in the cured liner that reduce the hydraulic capacity of the pipe are unacceptable. Correct any deficiency found at the Contractors expense, utilizing a method approved by the Engineer. Remove and dispose of excess resin and other materials generated from the installation.

For all types of resin and installation methods, capture and dispose of any process water and wastewater resulting from the installation and flushing of the cured-in-place liner. Ensure the captured water is disposed of at a local wastewater treatment facility or as otherwise approved by the Engineer in accordance with applicable federal, state and local regulations and permit requirements. Provide written authorization to the Engineer for acceptance of this water from the local wastewater treatment facility prior to starting the work. Provide written confirmation to the Engineer from the disposal facility verifying the process water was disposed of properly. Ensure process water is not discharged directly or indirectly to a ditch, storm sewer, surface water body or other unapproved location.

Prepare and test samples for each lined run of pipe using either method described in ASTM F 1216, section 8.1 or ASTM F 2019, section 7.1.

Provide a certification, sealed by a Professional Engineer licensed by the State of Michigan, verifying that the lining system has been designed, manufactured and installed in accordance with the applicable ASTM standards and this special provision.

Cured-In-Place Pipe Lining, __ inch ........................................................................... Foot

Cured-In-Place Pipe Lining, __ inch includes debris disposal and video inspection necessary to line the culverts and storm sewers as described.

The cost for the work to remove an obstruction that cannot be removed with conventional pipe cleaning equipment will be paid for separately in accordance with the contract.

12RC500-A070-03

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

FOG SEAL

CFS:RAG 1 of 4 APPR:KPK:CJB:02-21-19

a. Description. This work consists of furnishing all materials, equipment, labor and preparation necessary for an application of a fog seal. A fog seal is a light application of a slow-setting emulsified asphalt diluted with water. Ensure all work and materials are in accordance with the standard specifications, except as modified herein.

b. Materials. Provide materials in accordance with subsection 904.03 of the Standard Specifications for Construction with the following alternative:

1. Asphalt Emulsion. Provide Cationic Quick Setting Emulsified Asphalt (CQSEA) meeting the requirements of Table 1.

Dilute asphalt emulsion, at a maximum of one part asphalt emulsion to one part water, at the emulsion plant.

c. Equipment. Use equipment that is safe, environmentally acceptable, and capable of producing a quality product.

1. Pressure Distributor. Ensure the pressure distributor has the following characteristics:

A. Has a ground speed computer-controlled device interconnected with the asphalt emulsion pump such that the specified application rate is supplied at any speed;

B. Is capable of maintaining the asphalt emulsion at the specified temperature.

C. Has spray bar nozzles capable of producing a uniform fan spray and with shutoff control that is instantaneous, with no dripping.

D. Is capable of maintaining the specified application rate within ±0.015 gallons per square yard (gal/syd) for each load.

2. Miscellaneous. Provide a power broom and all necessary hand tools, thermometers, etc. Ensure distributors and power brooms are equipped with at least one visible approved flashing, rotating, or oscillating amber light.

d. Pre-Paving On-Site Meeting. A pre-paving meeting between the Engineer and Contractor will be held prior to beginning work. The agenda for this meeting will include a review of the following:

1. Work schedule,

2. Traffic control plan, CFS:RAG 2 of 4 02-21-19

3. Equipment calibration and adjustments,

4. Condition of materials and equipment, and

5. Quality control plan (job mix formula (JMF), Yield Check Methods, etc.).

e. Construction. Place the longitudinal construction joint at the edge of metal of the driving lane; at a location requiring a minimal overlap onto the driving lane; or at a location requiring a minimal overlap of the new longitudinal joint resulting from milling and resurfacing.

Where corrugations are present longitudinal joints are to be constructed at the outside edge of the far side of the corrugation on the first pass. Place the longitudinal joint at the outside edge of the opposite side of the corrugation for the second application.

If applying fog seal to a chip seal, complete application of the fog seal within 48 hours of the completion of the chip seal, but not on the same day as the application of chip seal.

Apply the fog seal only when the pavement and air temperature is 55 degrees Fahrenheit (F) or above. Do not apply the fog seal if there is threatening weather and temperatures are forecast to be below 32 degrees F within 24 hours from the time of application.

Use pressure sufficient to apply emulsion at a uniform rate, but without splattering or drilling from the spray bar. Adjust nozzle angle and spray bar height to ensure correct spray pattern.

Apply fog seal at a rate of 0.07 to 0.15 gallons of diluted material per square yard of pavement treated. Ensure the fog seal application results in a uniform coverage of emulsion just sufficient to flow into and seal the pavement pores, small cracks, and voids. The asphalt emulsion application rate, as determined by a yield check, must not exceed a tolerance of ±0.015 gal/syd from the established JMF application rate.

If a condition is identified that causes an unsatisfactory fog seal, stop…