Permit_1_MDOT.pdf

05072 9.220

0.00

9.670

East

JORI 10(1), 900(1)

Sterling VA 20166-6511

Scott Winburn 703-404-6358(O) scott.winburn@dot.gov

Jan 05, 2017 Jan 05, 2018

CITY OF:

(in feet)

Issued To:

For Operations within State Highway Right-of-Way

INDIVIDUAL CONSTRUCTION PERMIT

Permit Number:

Effective Date:

Bond Numbers:

Liability Insurance Expiration Date:

to

THIS PERMIT IS VALID ONLY FOR THE FOLLOWING PROPOSED OPERATIONS:

Place road closure/advance construction warning signs on US 131 during the duration of project to renovate roads and parking areas in the Jordan River National Fish Hatchery. No work will be done on US131.

STATE ROUTE: COUNTY:Elmira Antrim County

NEAREST

INTERSECTION:

REQUISITION NUMBER:

CONTROL SECTION:

SIDE OF

ROAD:

WORK ORDER NUMBER:

MILE POINT FROM:

DISTANCE TO

MILE POINT TO:

MDOT JOB NUMBER:

LEFT MEDIAN

ORG JOB NUMBER:

X

US-131

Turner Road W

21400 Ridgetop Cir

05072-043849-16-010517 FHWA-Eastern Federal Lands Highway Division

Contact:

Permit Type:

PURPOSE:

NEAREST INTERSECTION:

DIRECTION TO NEAREST

INTERECTION:

LOCATION:

06R 5 WT 30 N

SECTIONTOWN RANGE

Individual Application Permit Fee:

RIGHT TRANSVERSE

X

Work shall NOT begin until the Advance Notice has been approved.

CAUTION

05072-043849-16-010517 Issued To:FHWA-Eastern Federal Lands Highway Division

Chelsea Kramer January 05, 2017

Gaylord TSC (989) 731-5090

This permit is incomplete without "General Conditions and Supplemental Specifications"

I am the legal owner of this property or facility, the owner's authorized representative, or have statutory authority to work within state highway Right-of-Way.

Commencement of work set forth in the permit application constitutes acceptance of the permit as issued.

Failure to object, within ten (10) days to the permit as issued constitutes acceptance of the permit as issued.

If this permit is accepted by either of the above methods, I will comply with the provisions of the permit.

1.

2.

3.

4.

I agree that Advance Notice for Permitted Utility Tree Trimming and Tree Removal Activities shall be submitted 15 days prior to the commencement of the proposed work for an annual permit.

I agree that Advance Notice for Permitted Activities for shall be submitted 5 days prior to the commencement of the proposed work.

5.

Failure to submit the advance notice may result in a Stop Work Order.

Approved DateMDOT

FHWA-Eastern Federal Lands Highway Division

TSC Contact Info

THE STANDARD ATTACHMENTS, ATTACHMENTS AND SPECIAL CONDITIONS MARKED

BELOW ARE A PART OF THIS PERMIT.

I certify that I accept the following:

General Conditions for Permit (General Conditions)1

STANDARD ATTACHMENTS:

ADDITIONAL ATTACHMENTS:

JORI 10(1) Traffic Control.pdf1 JORI 10(1) Schedule.pdf2 mdot_wzd-100-a.pdf3

AMENDMENT ATTACHMENTS:

05072-043849-16-010517 Issued To:FHWA-Eastern Federal Lands Highway Division

SPECIAL CONDITIONS:

The Department of Transportation does not, by issuance of this permit, assume any liability claims or maintenance costs resulting from the FHWA-Eastern Federal Lands Highway Division facility placed by this permit. The Department reserves the right to require removal of all or any portion of this facility as needed for highway maintenance or construction purposes without replacement or reimbursement of any costs incurred by the permitted or other party.

The permitted will defend, indemnify and hold harmless the Department for any claims whatsoever resulting from the construction or the removal of the authorized by this permit.

All disturbed areas within the right of way shall be top-soiled, seeded and mulched to match existing areas per current MDOT standards and specifications.

MDOT 2205-1 (03/15) Page 1 of 3

GENERAL CONDITIONS

This permit is issued subject to the following conditions:

1. This permit grants to the permittee only those rights specifically stated and no other. Maintenance work within the trunkline right of way may require a separate permit unless authorized within the scope of the annual permit.

2. Issuance of this permit does not relieve permittee from meeting any and all requirements of law, or of other public bodies or agencies. The permittee shall be responsible for securing including but not limited to any other permissions including or required by law including but not limited to cities, villages, townships, corporations, or individuals for the activities hereby permitted.

3. The permittee agrees as a condition of this permit to:

a. Have in the permittee's or the permittee's representative's possession on the job site at all times the approved permit, advanced notice and any necessary plans or sketches.

b. Submit Advance Notice through the online Construction

Permit System (CPS) at least five (5) working days prior to commencement of any operations covered by this permit. No work shall start until an approved Advance Notice is e-mailed to the permittee.

c. Perform no work except emergency work, unless authorized by the Department, on Saturdays, Sundays, or from 3:00 p.m. on the day proceeding until the normal starting time the day after the following holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day.

d. Provide and maintain all necessary precautions to prevent injury or damage to persons and property from operations covered by this permit.

e. Furnish, install and maintain all necessary traffic controls and protection during permittee's operations in accordance with the Michigan Manual of Uniform Traffic Control Devices and any supplemental specifications set forth herein.

f. Notify the Department of completion of work authorized by this permit through CPS, so that final inspection may be made and surety deposit released (where applicable). Surety deposit will not be released until the work authorized by the permit has been completed and inspected, and all inspection charges billable to the permittee are paid.

4. Nothing in this permit shall be construed to grant any rights what so ever to any public utilities, except as to the consent herein specifically given, nor to impair any existing rights granted in accordance with the constitution or laws of this state.

5. Any operations in the trunkline right of way not covered by permit and the appropriate Department specifications are in violation of the jurisdictional authority of the Department, with respect to the control of the trunkline right of way, unless approved by the Department. Any change or alteration in the permit activities requires prior approval of the Department and may require a new permit.

6. Performance of the requirements of this permit is the responsibility of the permittee. The permittee shall complete all operations for which this permit is issued in accordance with the conditions of this permit, by the specified completion date. The permittee shall meet all requirements of the current Department Standard Specifications for Construction, and the Supplemental Specifications set forth on/or incorporated as a part of this permit.

7. The construction, operation and maintenance of the facility covered by this permit shall be performed without cost to the Department unless specified herein. The permittee shall be responsible for the cost of restoration of the state trunkline and right of way determined by the Department to be damaged as a result of the activities of the permittee.

8. Facilities allowed on state trunkline right of way shall be placed and maintained in a manner which will not impair the state trunkline or interfere with the reasonable safe and free flow of traffic. Failure of the permittee to maintain the facilities located within the State trunkline right of way so as not to interfere with the operation, maintenance or use of the state trunkline by the traveling public may result in revocation of the permit.

9. The permittee is solely and fully responsible for all activities undertaken pursuant to the permit. Any and all actions by the Department and those governmental bodies performing permit activities for the Department pursuant to a maintenance contract, including but not limited to any approved reviews and inspections of any nature, permit issuing, and final acceptance or rejection of the work or activity authorized by the permit shall not be construed as a warranty or assumption of liability on the part of the Department or those governmental bodies. It is expressly understood and agreed that any such actions are for the sole and exclusive purposes of the Department and the governmental bodies acting in a governmental capacity. Any such actions by the Department and governmental bodies will not relieve the permittee of its obligations hereunder, nor are such actions by the Department and the governmental bodies to be construed as a warranty as to the propriety of the permittee's performance. The permittee shall indemnify and save harmless the State of Michigan, Michigan Transportation Commission, the Department and all officers, agents and employees thereof, and those governmental bodies performing permit activities for the Department and all officers, agents and employees thereof, pursuant to a maintenance contract, against any and all claims for damages arising from operations covered by this permit except claims resulting from the sole negligence or willful acts or omissions of said indemnities, its agent, or employees. In addition, permittee upon request shall furnish proof of insurance coverage for the term of this permit in an amount pre-specified.

10. This permit is not assignable and not transferable unless specifically agreed to by the Department.

11. The permittee, upon request of the Department, shall immediately remove, cease operations, and surrender this permit, or alter or relocate, at the permittee's own expense, the facility for which this permit is granted. Upon failure to do so, the Department may take any necessary action to protect the trunkline interest and the permittee shall reimburse the Department for its costs in doing same. The permittee expressly waives any right to claim damages or compensation in the event this permit is revoked.

12. The permittee shall, upon request by the Department, furnish a performance surety deposit in the form of a bond, cash, certified check, or (when authorized by the Department) an irrevocable letter of credit in such amount as deemed necessary by the Department to guarantee restoration of the trunkline highway or performance under the conditions of the permit.

MDOT 2205-1 (03/15)

13. The permittee hereby acknowledges and agrees that the

Department has the right to demand completion by the permittee, or the performance surety, or to complete any uncompleted activity authorized by this permit which adversely affects the operation and/or maintenance of the state trunkline highway, or which is not completed by the expiration date of the permit, including:

a. Completion of construction of driveway and/or approach (not authorized by annual permit).

b. Removal of materials.

c. Restoration of the trunkline facilities and right of way as necessary for the reasonably safe and efficient operations of the trunkline highway.

The permittee further agrees to immediately reimburse the Department in full for all such costs incurred by the Department upon receipt of billing, and that upon failure to pay, the Department may effect payment with the performance surety deposit. Should the surety deposit be insufficient to cover expenses incurred by the Department, the permittee shall pay such deficiency upon billing by the Department. If the surety deposit exceeds the expense incurred by the Department, any excess will be returned or released to the depositor upon completion of the work to the satisfaction of the Department.

14. The Department reserves the right during the time any or all of the work is being performed to assign an inspector to protect the trunkline interest, and to charge the permittee all such costs incurred. In addition, the permittee may be billed any engineering and review fees incurred by the Department or its agent in connection with the work covered by this permit.

15. Emergency Operations: In time of disaster or emergency, or when utility lines or facilities are so damaged as to constitute a danger to life and/or property of the public, access to the same may be had by the most expeditious route. Work is to be completed in a manner which will provide the traveling public with maximum possible safety and minimize traffic distribution. Notice of such situations shall be given to the nearest police authority and the department as soon as can reasonably be done under the circumstances. During normal Department work hours, the facility owner shall advise the Department of any operations within right of way which affect traffic operations or the highway structure or facilities prior to performance of the work. After normal Department work hours, the permittee, at the beginning of the first working day after the emergency operation, shall advise the Department of any operations which affect traffic operations or the highway structures and facilities. If determined necessary by the Department, the permittee shall secure an individual permit for such work after notification.

16. Upon the Department’s request, as built drawings of work performed will be furnished to the Department within 30 days after completion of the work.

17. The permittee shall give notice to public utilities in accordance with Act 174 of 2013, as amended, and comply with all applicable requirements of this act. The permittee shall also comply with requirements of Act 451, P.A. of 1994, as amended.

18. The permittee acknowledges that the Department is without liability for the presence of the permittee’s facility which is located within the trunkline right of way. Acceptance by the Department of work performed, and/or notice of termination of performance obligations for the surety and/or the permittee do not relieve the permittee of full responsibility for the permittee’s work or for the presence of the permittee’s facility in the trunkline right of way.

19. Where the Department has accepted an Indemnification Commitment in lieu of bond and/or insurance policies, such commitment is incorporated into this permit by reference.

20. It is illegal to discharge substances other than storm water into the Department’s storm sewer system unless permission has been obtained in writing for other discharges.

21. The permittee shall be responsible for obtaining information on permitted environmental site closures within MDOT right of way.

MDOT has implemented a program that allows environmental contamination to remain within the right of way by use of a permit.

Issued permit information can be obtained from the Region/TSC in which the permit is issued. If the permittee will encounter a site area identified as a site closure permit area, the permittee shall follow instructions and conditions set forth in Supplemental Specifications #3 and specifications found in form 2205-C, “Special Conditions for Underground Construction”.

MDOT 2205-1 (03/15)

SUPPLEMENTAL SPECIFICATIONS

1. Construction and Maintenance of Facilities – To construct and maintain utility crossings of limited access highways, access for the utility’s service vehicles may be from county roads, service roads, and openings authorized in limited access right of way fences. The construction of utilities across limited access highways should be for the purpose of serving a general area rather than providing individual services, unless extenuating circumstances necessitate such crossings.

Equipment, vehicles or personnel will not operate within a distance of 30 feet from the edge of the pavement of roadways or ramps on limited access highways. At locations where utilities have been constructed in medians having a width greater than 80 feet or have otherwise been allowed to remain or to be constructed in limited access right of way, ingress and egress shall be by such routes as specified by the Department, which may also specify additional safety provisions.

2. Restoration- Restoration of the trunkline highway and right of way will be such that it will provide a condition equal to or better than the original condition, in accordance with Michigan Department of Transportation Standard Specifications.

3. Excavation and Disposal of Excavated Material – The permittee shall provide and place the necessary sheeting, shoring and bracing required to prevent caving, loss or settlement of foundation material supporting the pavement, or any other highway installation such as sewers, culverts, etc. The permittee shall assume the full responsibility for this protection and shall not proceed in these areas before approval of the methods by the Department.

Construction equipment and excavating material shall not be stocked in such locations that it creates a traffic hazard or interferes with the flow of traffic; and on limited access highways, shall be a minimum of 30 feet from the traveled way.

Sod and topsoil shall be stacked separately from other excavated material. The permittee shall dispose of all surplus and unsuitable material outside of the limits of the highway, unless the permit provides for disposal at approved locations within right of way. In the latter case, the material shall be leveled and trimmed in an approved manner.

When the permittee is excavating within trunkline right of way and discovers existing contaminated soil and/or an abandoned underground storage tank, special permit specifications entitled “Special Conditions for Underground Construction” (Form 2205- C) shall apply.

4. Utility Cuts, Trenches and Pavement Replacement – Utility crossing by pavement cutting and removal are generally prohibited. If extenuating circumstances make tunneling, boring and jacking impractical pavement cutting may be used with approval of the Department. All utility cuts, trenching and pavement replacement shall comply with the requirements of the Standard Specifications and the Standard Plan “Utility Cuts, Trenches and Pavement Replacement”. Unless otherwise specified, cuts in concrete residential and commercial drives shall be as above; except that the patch width shall be a minimum of 3 feet and the remaining slab from patch to existing joint shall be a minimum of 3 feet. Backfill shall be made with sand-gravel as specified in the Standard Specifications, unless otherwise directed. After the backfill has been placed and compacted by controlled density method, the pavement shall be replaced with new pavement of the original type and quality, unless at the season of the year when it is not feasible to replace pavement in kind. In this case, a temporary surface of bituminous material shall be placed with Department approval and later replaced with pavement of the original type at the applicant’s expense. Other pavement types may be allowed with prior approval of the Department.

5. Crossing Roadbed by Tunneling or Boring and Jacking – All crossing of roadbed operations involving tunneling, boring and jacking shall comply with the Department’s special provisions for such work.

6. Backfilling and Compacting Backfill – Unless otherwise specified, all trenches, holes and pits shall be filled with sound earth or with sand-gravel if so provided, placed in successive layers not more than 9 inches in depth, loose measure, and each layer shall be thoroughly compacted by tamping. All backfill compaction will be subject to check by the controlled density method.

7. Depth of Cover Method- Unless otherwise authorized, pipes shall be placed to a depth that will provide not less than 4 feet of cover between the top of the roadway surface and the pipe, 3 feet cover below the ditch line and the pipe.

8. Trees:

a. The permittee is responsible for obtaining permission from abutting owners when trimming or removing trees on easement right of way.

b. Tree removal or trimming may be undertaken only after submission of an “Advance Notice” through CPS, a field review by the Region Resource Specialist and an approved copy of the advanced notice is e-mailed to the permittee.

c. Limbs, logs, stumps and litter shall be disposed of in a manner acceptable to the Department.

d. Tree roots shall be bored a distance of one foot for each one inch of trunk diameter for underground utility installations

9. Aerial Wire Crossings – Vertical clearance of wires, conductors and cables over state trunkline shall not be less than required by Section 232 of the National Electrical Safety Code, except in no case shall the under-clearance below any wire, conductor, or cable, under any temperature or loading condition, be less than eighteen feet (18’).

CALENDAR

ACTION DATE DAYS REMARKS

ADVERTISE Thursday, February 09, 2017 OPEN BIDS Tuesday, March 14, 2017 33

AWARD Tuesday, May 09, 2017 56 P + P BONDS Tuesday, May 23, 2017 14

EFF NTP Monday, June 19, 2017 27

MONTH CALENDAR WORKING RUNNING TALLY REMARKS

DAYS DAYS (WORKING DAYS)

Total A+B+C = 76 working days Schedule A = 57 working days Schedule B = 8 working days Schedule C = 11 working days

JUNE 12 8 8 <--Begin Sch A; Begin Sch A+B+C: 06/19/2017

JULY 31 19 27

AUGUST 31 20 47

SEPTEMBER 15 10 57 <--End Sch A: 09/15/2017 SEPTEMBER 2 1 58 <--Begin Sch B: 09/17/2017 SEPTEMBER 13 8 66 <--End Sch B: 09/30/2017

OCTOBER 2 1 67 <--Begin Sch C: 10/1/2017 OCTOBER 14 9 76 <--End Sch C; End Sch A+B+C: 10/16/2017

120 76

120 = Maximum Calendar Days Allowed Start Date (starting from NTP) 6/19/2017

End Date

DISTRIBUTION STAGE 10/16/2017

EXTERNAL

X CERTIFICATION

ADVERTISEMENT

Notes: CPM Spec. used in SCR: FP CPM

Start Date is not specified in contract.

End Date is not specified in contract.

Work restrictions in 108 or 156 that affect Contract Time:

No work will be permitted on Saturday, Sundays or National legal holidays.

CALENDAR DAYS WILL NOT BE BID

If Schedules A, B,and C are awarded at the same time, The performance period for the completion of Sch A+B+C is 120 calendar days

If Schedules A, B, and C are NOT awarded at the same time, The performance period for the completion of Sch A is 90 calendar days (89 rounded) The performance period for the completion of Sch B is 15 calendar days (15 rounded) The performance period for the completion of Sch C is 20 calendar days (16 rounded)

11/28/2016

DATE

DATE

Attachment: CPM prepared by HD (or A/E) for working days.

Jordan River National Fish Hatchery

PROJECT FW-JORI 10(1), 900(1)

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

CONTRACT CALENDAR DAY DETERMINATION SCHEDULE

CONSTRUCTION

PROCUREMENT

PREPARED BY

REVIEWED BY

Bonnie DuBose

SIGN AREA

(ft )

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

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A

SUPPORTS FOR TEMP SIGNS

GROUND DRIVEN SIGN

PENDING

WZD-100-A

AUG

8/21/06 ECH

CON/ECH 8/2006

1 11

Michigan Department of Transportation

MICHIGAN DEPARTMENT OF TRANSPORTATION

DRAWN BY:

CHECKED BY: PLAN DATE

SHEET

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR

FHWA APPROVAL DATE

ENGINEER OF DEVELOPMENT

ENGINEER OF DELIVERY

PREPARED BY

SUPPORT AREA

TRAFFIC AND SAFETY

File: Rev.NOT TO SCALE of

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

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

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

DISTANCE BETWEEN OUTSIDE POSTS.

SIGN

L

2 POST SIGN SUPPORT SPACING

1/6L 1/6L2/3L

1" 1" 1"

SIGN

L

1/6L 1/6L

1" 1"

3 POST SIGN SUPPORT SPACING

1/3L 1/3L

1"+ -1"+

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A 8/21/06 ECH

PENDING

WZD-100-A

8/2006

2 11

PLAN DATE

SHEET

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE

NOT TO SCALE

File: Rev.

AHEAD

CLOSED

ROAD

ROAD

WORK

AHEAD

DETOUR

AHEAD

AHEAD

CLOSED

RIGHT LANE

PAVED SHOULDER

RURAL WITH ADVISORY

SPEED PLATE

WALKWAY

M.P.H.

WALKWAY

(CURBED AREAS OR WHERE

WALKWAYS ARE PRESENT)

(CURBED AREAS OR WHERE

WALKWAYS ARE PRESENT)

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.

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A

PENDING

8/21/06 ECH

8/2006

WZD-100-A

3 11

PLAN DATE

SHEET

MOUNT SIGN ON OPEN FACE OF

U - CHANNEL STEEL POST

3 lb. U - CHANNEL STEEL POST

(NO SPLICE)

C

X X

P O

S T

L E

N G

T H

V A

R

IE

S

3 3/4" MAX.

þÿ

�D

�I �A

�H

�O �L

M

I N þÿ �1 þÿ �2

3" MIN.

X X

TRAFFIC FLOW

WEIGHT = 3 lbs/ft

1" MIN.

þÿ�1 �"�

L

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

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A

PENDING

8/21/06 ECH

8/2006

WZD-100-A

4 11

PLAN DATE

SHEET

MOUNT SIGN ON OPEN FACE OF

UPPER U - CHANNEL STEEL POST

5/16" BOLTS

2 REQUIRED

5/16" BOLTS

2 REQUIRED

5/16" BOLTS

2 REQUIRED

5/16" BOLTS

2 REQUIRED

0"

- 2

3 lb. U - CHANNEL STEEL POST

(WITH SPLICE)

A A

M

I N

M

I N

U P

P E

R P

O S

T

M

I N

L

A P

UPPER SPLICE LOWER SPLICE

A A

M

I N

M

I N

L

A P

M

I N

T

O

TRAFFIC FLOW

U P

P E

R P

O S

T

D R

IV

E

N P

O S

T S

T U

B

D R

IV

E

N P

O S

T S

T U

B

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A

PENDING

8/21/06 ECH

8/2006

WZD-100-A

5 11

PLAN DATE

SHEET

3 lb. U - CHANNEL STEEL POST

(WITH SPLICE)

7/16"

7/16" SPACER

REQUIRED FOR ALL BOLTS

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

NOTES:

UPPER POST

DRIVEN 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.

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A

PENDING

8/21/06 ECH

8/2006

WZD-100-A

6 11

PLAN DATE

SHEET

SELF-ALIGNING STEEL

REINFORCING PLATE

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

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)

.4

.4

.6

.6

.1

" 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

PW/Doc/RD/T&S/Typ/Dev/Sign MainTraf D/WZD-100-A

PENDING

8/21/06 ECH

8/2006

WZD-100-A

7 11

PLAN DATE

SHEET

THE POST MAY BE DRIVEN OR PLACED IN AN

AUGERED HOLE. IF AUGERED, BACKFILL WITH

EXISTING MATERIAL IN FIVE EQUAL

LAYERS, TAMPING EACH LAYER.

/4

S

A W

C U

T

E X

C E

P T

I N

S

IN

G L

E P

O S

T A

S S

E M

B L

IE

S

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

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

DRILLED BREAKAWAY

HOLES ARE TO BE

CENTERED ON POSTS.

WOOD POST BREAKAWAY HOLES/

DIRECT EMBEDMENT DETAILS

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

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

M

I N

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

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

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SAW CUT DETAIL

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

TRAFFIC FLOW

WOOD POST DETAILS

(MULTIPLE POST INSTALLATIONS)

TRAFFIC FLOW

SIGN PANEL

WOOD POST SHALL BE IN CONFORMANCE TO

SECTION 912 OF THE CURRENT EDITION OF

THE STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

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EXCLUDE SAW CUT ON SINGLE

POST ASSEMBLIES

1 1/2"

(TYP.)

STIFFENER ANGLE

(TYP.)

TYPICAL

HOLE

SPACING

USED TO FACILITATE

ALIGNMENT OF PANELS.

S E

E N

O T

E

O N

S H

E E

T 5 6

M

IN

M

A X

M

IN

M

A X

2"

TYP.

1/2" X 3/4" ELONGATED

BOLT HOLES MAY BE

M A

X

M A

X

0.040" EXTERIOR

CORNER RADIUS (TYP.)

STIFFENER ANGLE-

L 2" X 2" X 1/4"

(ALUM.) x SIGN HEIGHT

ALUMINUM EXTRUSION

PER MDOT STANDARD

SPECIFICATIONS

FOR CONSTRUCTION

PLYWOOD (TYPE II) OR

ALUMINUM SHEET (TYPE III)

SIGNS

ALUMINUM EXTRUSION

(TYPE I) SIGN

SAW CUT

GALVANIZED

FLAT WASHER

3/8" DIA. GALVANIZED

HEX. HD. BOLT GALVANIZED

NYLON INSERT LOCKNUT

GALVANIZED

FLAT WASHER

3/8" DIA. GALVANIZED BOLT,

2 GALVANIZED FLAT

WASHERS & GALVANIZED

NYLON INSERT LOCKNUT (TYP.).

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

BE INSTALLED ON EITHER SIDE OF EACH POST.

C OF HOLES FOR 3/8" DIA.

GALVANIZED BOLTS.

GALVANIZED 3/8" DIA.

RECTANGULAR FLAT BOLTS,

GALVANIZED FLAT WASHERS

& GALVANIZED

NYLON INSERT LOCKNUTS.

BOLT STIFFENER ANGLE TO

EACH PANEL.

1/2" X 3/4" ELONGATED BOLT

HOLES MAY BE USED TO FACILITATE

ALIGNMENT OF ALUMINUM ANGLES.

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

ID

T H

TOP VIEW

LENGTH ALL EXTRUSIONS.

L

1/2"

O .0

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

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HOLES OPTIONAL EXCEPT FOR

ANCHOR/POST CONNECTION AND

SIGN CONNECTION LOCATIONS.

P O

S T

L E

N G

T H

V A

R

IE

S

ANCHOR SLEEVE

GRADE

SQUARE TUBULAR STEEL POST

M

IN

M

I N þÿ

�D �I

�A

�H

�O �L

�E �S þÿ�T�U�B�E� �S�I�Z�E�

WALL THICKNESS = 12 GA

O N

T W

O O

P P

O S

IT

E

O R

A L

L F

O U

R S

ID

E

S

SIGN POST

TUBE SIZE = 2" x 2"

WALL THICKNESS =12 OR 14 GA

M

A X

INSERT CONNECTION HARDWARE

(PER MANUFACTURER’S

SPECIFICATIONS)

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

THROUGH SIGN LEGEND OR SYMBOLS ARE PERMITTED IN SIGN

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

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

TEMPORARY SIGN, INCLUDING SUPPORTS, ARE CONSIDERED TO BE INCLUDED

IN THE COST OF THE TEMPORARY SIGN.

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.

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JORI 10(1) Traffic Control