Addendum 2 26110.pdf

ADDENDUM #2

Project Name: Maybury State Park – Entry Road Replacement Issuance Date: June 17, 2026 Project Location: Maybury State Park, 46901 8 Mile Road, Northville, MI File Number: 751/26110.KMM

This addendum is issued to inform bidders of changes, clarifications, and additions to the drawings and/or specifications. Provide all labor, materials, equipment, services, and supervision as necessary to complete the work state herein. All costs associated with the work in this addendum shall be included in the bid price and are considered part of the contract. All work shall be in accordance with the original bid documents and the information indicated below:

Q and A:

Q: Please verify that all crushed material from the project site can be left on project site. Park representative stated the dump site would be within ½ mile of work area and we would not have to leave the park to get there.

A: All excess crushed material from the crush and shape operation can be left on site.

The stockpile location is located at the State Park Headquarters adjacent to the project (same location as the pre-bid meeting). The contractor will not need to travel offsite to remove the excess material.

Q: Plans are showing P/G 64/22 Asphalt Binder and Specs are showing 64/28 Asphalt Binder. Which supersedes please? Also do you have a desired RAP content (Tier I /Tier

II)?

A: The asphalt binder mix should be PG 64-28.

The RAP content must meet MDOT Requirements for category Tier 1 or Tier 2.

• Tier 1 (0 percent to 17 percent RAP binder by weight of the total binder in the mixture). No binder grade adjustment is required to compensate for the stiffness of the asphalt binder in RAP. The asphalt binder grade can be selected using a blending chart for high and low temperatures. Supply the blending chart used in determining the binder selection according to AASHTO M323.

• Tier 2 (18 percent to 27 percent RAP binder by weight of the total binder in the mixture). Ensure the required asphalt binder grade is at least one grade lower for the low temperature than the design binder grade required for the specified project mixture type. Lowering the high temperature of the binder one grade is optional.

For example, if the design binder grade for the mixture type is PG 64-28, the required grade for the binder in the HMA mixture containing RAP would be a PG 58-28 or a PG 64-22.

Q: Just want to confirm this is lump sum, not a unit price job.

A: Yes, this project is a lump sum project. Quantities provided in the plans are for information only.

Q: Is MDOT 21AA crushed concrete acceptable?

A: Yes, MDOT 21AA crushed concrete is acceptable.

Oakland County Permit:

The approved Oakland County Permit is included as part of this addendum.

The Contractor is responsible for reviewing and complying with the requirements of the permit. Note that any reference to full depth pavement reconstruction, driveway opening, concrete work (curb, sidewalk), ADA accessibility, and/or gravel shoulders are not applicable to this project.

In addition, if the Contractor utilizes a signal lane closure with traffic regulators for any reason, restrictions for timing of lane closures must meet the permit requirements. Traffic control for signal lane closures must meet the requirements of MDOT Maintaining Traffic Typical 110-TR-NFW-2L.

QUALITY LIFE THROUGH GOOD ROADS:

ROAD COMMISSION FOR OAKLAND COUNTY

“WE CARE.”

Board of Road Commissioners

James Esshaki Commissioner

Tylene L. Henry Commissioner

Eric D. McPherson Commissioner

Dennis G. Kolar, P.E.

Managing Director

Gary Piotrowicz, P.E., P.T.O.E.

Deputy Managing Director County Highway Engineer

Department of Customer Services

Permits

2420 Pontiac Lake Road Waterford, MI 48328

248-858-4835

FAX

248-858-4773

TDD

248-858-8005 www.rcocweb.org

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QUALITY LIFE THROUGH GOOD ROADS:

“WE CARE.”

Board of Road Commissioners

James Esshaki Commissioner

Tylene L. Henry Commissioner

Eric D. McPherson Commissioner

Dennis G. Kolar, P.E.

Managing Director

Gary Piotrowicz, P.E., P.T.O.E.

Deputy Managing Director County Highway Engineer

Department of Customer Services

Permits

2420 Pontiac Lake Road Waterford, MI 48328

248-858-4835

FAX

248-858-4773

TDD

248-858-8005 www.rcocweb.org

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DEPARTMENT OF CUSTOMER SERVICES - PERMITS

2420 PONTIAC LAKE ROAD-WATERFORD, MI 48328

(248) 858-4835

CONSTRUCTION BOND

SURETY BOND # __________________________

KNOW ALL MEN BY THESE PRESENTS:

That ____________________________________________________________________________________________________ of

_____________________________________________________________________________________________, as Principal, and

_________________________________________________________________________________________________________ of duly authorized to transact business in the State of Michigan, as surety, are held and firmly bound unto the BOARD OF COUNTY

ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND, a Michigan public body corporate, in the penal sum of

__________________________________________($ _________________) DOLLARS, lawful money of the United States of

America, to be paid to the said BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND, or to its attorney, successor or assigns, to which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns and each and every one of them firmly be these presents.

SEALED with our seals and dated this ______________________day of _____________________, 20 _____.

WHEREAS, The above bounden ______________________________________________________________________________ has made application to the BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND for a permit for construction within the right-of-way as stated in the application for said permit.

NOW, THEREFORE, The condition of this obligation is such that in case said permit is granted, if the said

_________________________________________________________________, the above bounden, shall construct and maintain such work in the manner prescribed in the permit therefor issued by said BOARD OF COUNTY ROAD COMMISSIONERS OF THE

COUNTY OF OAKLAND and shall well and truly pay all damages on account of such construction and maintenance, and all other damages, fines and penalties which he shall become liable to pay, and shall save said BOARD OF COUNTY ROAD

COMMISSIONERS OF THE COUNTY OF OAKLAND harmless from all suits, claims, damages and proceedings of every kind arising out of the construction and maintenance of said work, and shall observe all the terms and conditions of the permit to be issued, then this obligation to be void, otherwise of full force and virtue.

THIS BOND SHALL NOT EXPIRE UNTIL SUCH TIME AS THE PERMIT, FOR WHICH THIS BOND IS REQUIRED, IS RELEASED.

Signed, sealed and delivered in the presence of ___________________________________________________

Principal

Witness Principal’s Signature Printed Name & Title

_______________________________________________ P.O. Box, Address, Street

Witness ___________________________________________________

City, State, Zip Telephone

Witness Surety

Surety’s Signature

Witness P.O. Box, Address, Street

City, State, Zip Telephone

NOTE: INCOMPLETE OR INVALID SURETY ADDRESSES DELAYS RELEASE OF BOND, IN WHICH CASE WE WILL

RELEASE TO THE PRINCIPAL FOR THEIR RECORDS.

FORM 75 (Rev. )

DO NOT WRITE IN THIS BOX

APPLICATION #

PERMIT #

TOWNSHIP

[for Principal]

[for Surety]

[for Surety]

[for Principal]

9/2025

Application No.

Date Received

Permit E No.

Date of Issuance

APPLICANT: hereby makes right-of-way of road(s)

Annual Community Event Public Utility (i.e. electric, gas, telephone)

Approach/Private Road Access Landscaping/Grading Sanitary/Storm Sewer Watermain

Cable TV Pathway/Sidewalk Sign/Subdivision Entrance Marker Other

City or Township

Design: Right-of-Way: Application Fee: $ Permit Fee: $

Deposit: $

Receipt No: $

Traffic: Maintenance: Paint Fee: $

Bond: $ Sign Fee: $

(RCOC Form 75) Signal Fee: $

Planning: Construction:

TOTAL FEES DUE

Subdivision: $

Environmental Concerns: Permits: Proof of Insurance Required Yes No

Pollution Liability Required Yes No

This application is approved subject to CONDITIONS and SUPPLEMENTAL SPECIFICATIONS contained on the reverse side of this application.

including but not limited to the Michigan Department of Natural Resources.

APPLICANT (PRINT OR TYPE)

SIGNATURE DATE

(PRINTED/TYPED SIGNATURE & TITLE)

WATERFORD, MI 48328

APPLICATION APPROVED: APPLICANT'S ADDRESS TELEPHONE NUMBER

CITY STATE ZIP CODE

By: Date:

EMAIL ADDRESS

PERMITS

2420 PONTIAC LAKE ROAD

FOR R.C.O.C. USE ONLY

facility. 2. Traffic plan and detour route in cases of street closures.

The above activities will be carried out in accordance with plans, specifications, maps and statements filed with the R.C.O.C. as part of this application, and if said application is approved, the above named applicant agrees to abide by the CONDITIONS contained on the reverse side. Since a permit will have to

REFER ALL INQUIRIES TO (248) 858-4835

DEPARTMENT OF CUSTOMER SERVICES

APPLICATION for a permit to CONSTRUCT, OPERATE, USE and/or MAINTAIN or to TEMPORARILY CLOSE A COUNTY ROAD within the part of the

AT TIME OF PERMIT ISSUANCE:

a detailed description of the desired facility and/or activity is required in the space provided below: (include size, length, type of facility; - if underground, indicate depth below surface; if parallel to road, indicate distance from inside edge of facility to edge of pavement, if crossing under roadbed, describe method). THE FOLLOWING MUST BE ATTACHED TO THE APPLICATION WHEN APPLICABLE: 1. Plans, specifications and location of

SUPPLEMENTAL SPECIFICATIONS, on the reverse side, are to be incorporated as part of the plans or specifications required for this proposed work.

BOARD OF COUNTY ROAD COMMISSIONERS, OAKLAND COUNTY, MICHIGAN

PLEASE CHECK THE APPROPRIATE BOX(ES) THAT APPLY TO THE TYPE OF WORK YOU WISH TO OBTAIN A PERMIT FOR:

PERMIT APPLICATION

MAKE CHECK PAYABLE TO ROAD COMMISSION FOR OAKLAND COUNTY

under the jurisdiction of the Board:

Soil Boring/Monitoring Well

Section No.

PERMIT APPLICATION REVIEW FEES AND PERMIT APPLICATION IS REQUIRED IF APPROVAL OF THIS APPLICATION HAS EXPIRED.

FOR R.C.O.C. USE ONLYFOR R.C.O.C. USE ONLY

Approval of this application does not relieve applicant from meeting any applicable requirements or duties of law or other public bodies or agencies

APPROVAL OF THIS APPLICATION EXPIRES IN ONE YEAR IF A PERMIT HAS NOT BEEN ISSUED. RESUBMITTAL OF CURRENT PLANS, be secured from the Board prior to the start of any construction or maintenance operations proposed by this application, it is intended that the

Estimated Inspection Fee:

Form 64A (12/08)

Kale Leftwich

ROAD COMMISSION FOR OAKLAND COUNTY

RECEIVED

May 14 2026

DEPARTMENT OF CUSTOMER

SERVICES PERMITS

7/2/2026

AS A CONDITION OF THE APPROVAL OF THIS APPLICATION, THE APPLICANT AGREES TO THE FOLLOWING CONDITIONS:

1. The application agrees to secure, or cause to be secured, a permit from the Board prior to the commencement of construction or maintenance operations. If a contractor is to perform the construction or maintenance entailed in this application, the contractor shall secure the permit from the Board prior to the commencement of construction or maintenance operations and thereby assumes responsibility, along with the applicant, for any provisions of this application which apply to them.

2. Any and all construction proposed under this application will meet all requirements of the Board, together with the Supplemental Specifications as set forth below.

3. The applicant agrees to save harmless, indemnify, defend, and represent the Board and its employees against any and all claims for bodily injury or property damage, or any other claim arising out of or related to the creation, operation, use, or continuing existence of the structure or facility covered by the permit or for any other work done within county road right-of-way whether or not specifically authorized or in conformance with the description of activities for which the permit was issued . Applicant agrees and understands that the obligations set forth herein are binding upon their successors, transferors, assigns, sureties, and guarantors. The Applicant shall maintain insurance of a type and in an amount in conformance with the Board’s established requirements and provide certificates of insurance in a type and amount which shall assure conformance with the Board’s established requirements is currently in force for any and all facilities installed in the Board’s right of way.

4. The applicant agrees to surrender the permit herein applied for; surrender all rights hereunder; cease operations; and remove, alter, relocate at applicant’s own expense, the facilities for which this permit is granted whenever ordered to do so by the Board because of the need for the area covered by this permit for public uses or because of a default in the conditions of the permit. Upon failure to remove, alter, relocate or surrender the facilities pursuant to the order of the Board, the applicant agrees to reimburse the Board for its cost in doing same.

5. Nothing in this application shall be construed to grant any rights whatsoever to any public utilities whatsoever except as to the consent herein specifically given, nor to otherwise impair any existing rights granted in accordance with the constitution or laws of this State.

6. The obligation to construct, operate, use and/or maintain the facility to the satisfaction of the Board remains in force as long as the facility exists and is within the right-of-way under the jurisdiction of the Board. The applicant is obliged to repair any damage to the road and right of way which is a result of the facility and which occurs or appears after the permit licensee is released.

7. The necessary construction zone signing for the protection of traffic shall be in accordance with the most current edition of the Michigan Manual of Uniform

Traffic Control Devices, Part 6. All such devices shall be furnished, installed and maintained by the Permit Holder. All construction signage shall have black lettering on a reflective florescent orange background, unless otherwise specified. The Permit Holder shall provide any additional signs, barricades and/or lights, at the Permit Holder’s expense, required to protect the general motoring public and the work zone when requested by the Road Commission.

8. ADDITIONAL CONDITIONS: As will be identified in approved permit description.

SUPPLEMENTAL SPECIFICATIONS

1. EXCAVATION AND DISPOSAL OF EXCAVATED MATERIAL: The contractor and/or the utility company 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 contractor and/or utility company shall assume the full responsibility for this protection. Excavated material shall be stocked in such locations that it does not obstruct vision on the traveled portion of the highway and in such a manner that it will not interfere with the flow of traffic. Sod and topsoil shall be stocked separately from other excavated material. The applicant shall dispose of all surplus and unsuitable material outside of the limits of the right-of-way unless the permit provides for, and with approval of abutting property owners, disposal at approved locations with the right-of-way. In the latter case, the material shall be leveled and trimmed in a manner approved by the Road Commission for Oakland County.

2. BACKFILLING AND COMPACTING BACKFILL: All trenches, holes, pits, and other excavations shall be filled with approved excavated earth or with MDOT Class II granular material 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 and all backfill compaction will be subject to check by the Controlled Density Method (minimum 95%). Restoration shall be such that it will provide a condition equal to or better than the original condition and in accordance with current Road Commission for Oakland County standards. Any excavation within the right of way outside traveled portion of road must be maintained until all settlement has occurred and must be restored and seeded or sodded as directed. The permit will not be released until the Road Commission is satisfied that no further settlement will occur.

3. CROSSING ROADBED BY TUNNELING, DIRECTIONAL BORE, JACK CASING AND BORE: When the pipe is installed by tunneling without cutting the existing pavement, the tunnel shall be adequately sheeted or shored to prevent the sides and top from collapsing or the pavement from settling or cracking. Directional bore shall be at least 4 diameters under the pavement or 48 inches, whichever is greater. When the pipe is installed by boring and jacking, the leading edge of the pipe must always precede the auger. The tunnel backfill shall be made by tamping a dry mix of lean concrete into place so as to completely fill any voids remaining around the installation. The concrete shall be composed of one part of Portland cement and 10 parts of sand-gravel by volume. Tunnel and boring pits shall be at least 10 feet from the edge of the pavement unless otherwise approved.

4. CROSSING BY CUTTING GRAVEL ROADS: All trenches are to be backfilled with approved material to within 12 inches of surface within the limits of the roadbed. Backfill methods will be as described in paragraph 2 above. All surplus excavated material will be disposed of as described in paragraph 1.

The top 12 inches within the roadbed will be backfilled with processed road gravel (MDOT 22A or 23A). Trenches outside of the roadbed will be backfilled in accordance with paragraph 2 above.

5. CROSSING BY CUTTING PAVEMENT AND TRENCHING: When this method is approved by the Road Commission, the pavement shall be cut so that the opening is a minimum of 5 feet wide and at least 1 foot wider on each side than the trench. In no case shall an open cut result in a remaining slab width of less than 5 feet from patch to an existing joint. The cut shall be made by sawing to a full pavement depth. 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 a minimum of 3 feet. Backfill shall be made with MDOT Class II granular material. After the backfill has been placed by control density method and thoroughly compacted, the pavement shall be replaced with a temporary surface of approved hot-mixed bituminous material and later replaced with new pavement of the original type and quality by the Permit Licensee unless other provisions are included in the permit.

6. DEPTH OF COVER MATERIAL: Pipes shall be placed to a depth that will provide not less than 4 feet of cover between the top of roadway surface and top of the pipe.

7. TREE TRIMMING OR REMOVAL: All trees that may be affected by the proposed construction shall be shown on the plans. The plan must clearly indicate which trees are proposed to be removed, trimmed and/or tunneled. This work, if approved, must be done in accordance with current Board standards, including advance notification of abutting property owners. Wood Disposal License Agreement(s) will be required for any tree work

8. DISPOSAL OF GROUND WATER: Roadside drainage systems – open ditches, storm sewers, etc. – shall not be used for the disposal of water pumped from below the surface of the ground unless specifically allowed by the Road Commission. Details such as volume and frequency of discharge, erosion control, duration of use, NPDES permit and other pertinent information as may be required must be submitted with the application for such permission.

9. Any proposed operation in the right of way not covered by the above specifications, submitted with this application, shall be done in accordance with any additional specifications deemed necessary by the Board or as outlined in the Permit Rules, Specifications and Guidelines.

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DRAWING SHEET

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DESCRIPTIONAUTH

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FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:

751/26110.KMM

1CHECKED BY: SRT

05/08/26

MSG

DRAWN BY: JWI

2600376

TITLE

MAYBURY

MAYBURY STATE PARK DRIVE IMPROVEMENTS

TITLE

2600376_Maybury_Title.dgn

WAYNE COUNTY

DRIVEWAY IMPROVEMENTS

MAYBURY STATE PARK

MILES: 0.31

MICHIGAN.

MAYBURY STATE PARK IN NORTHVILLE TOWNSHIP IN WAYNE COUNTY,

HMA CRUSHING AND SHAPING AND HMA RESURFACING, ON THE DRIVEWAY IN

CONTRACT FOR:

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

AND

MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

COUNTY

WAYNE

COUNTY KEY

TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION.

PERFORM ALL WORK COVERED BY THESE PLANS IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF

N

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2020 EDITION.

WORKMANSHIP SHALL BE ACCORDING TO THE MICHIGAN DEPARTMENT OF

AND SUPPLEMENTAL SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE PROPOSAL

DEVICES (MMUTCD) FOR STREET AND HIGHWAY.

SECTIONS OF THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE APPLICABLE

REQUIRED FOR THIS PROJECT.

A LARA BUREAU OF CONSTRUCTION CODES (BCC) PERMIT IS NOT

POB STA 0+00.00

JN 2600376

POE STA 16+28.00

JN 2600376

AND THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES

THE DEPARTMENT OF TECHNOLOGY MANAGEMENT AND

THESE PLANS WERE PREPARED FOR

ROAD COMMISSION FOR OAKLAND COUNTY

RECEIVED

May 14 2026

DEPARTMENT OF CUSTOMER

SERVICES PERMITS

26-1369

R.C.O.C CONSTRUCTION NOTES

1-CALL INSPECTOR OR PERMIT SUPERVISOR BEFORE BEGINNING ANY WORK IN R.O.W.

2-“PROPER SIGNING” IS REQUIRED BEFORE ANY WORK IN R.O.W. IS STARTED

3-LANE CLOSURES RESTRICTED TO 9-3 PM MON – FRI

4-FLAG PERSON REQUIRED FOR TEMPORARY ONE LANE ROADS

5-MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES

6-HAND DIG AROUND ALL UTILITIES

7-KEEP ROADS CLEAN OF DIRT AND DEBRIS

8-FULL DEPTH SAWCUT AND/OR MILL A BUTT JOINT, WITH LOCATION/WIDTH AS DIRECTED BY RCOC INSPECTOR

9-7” HMA SHALL CONSIST OF 2 ” MDOT 5E, OVER 2” MDOT 4E, OVER 3” MDOT 3E, OVER 10" 21AA OR 9 INCHES OF M.D.O.T.

35 - P CONCRETE OVER 8" 21AA.

10-9” CONCRETE SIDEWALK THROUGH THE APPROACH IS REQUIRED

11-RAMPS & SIDEWALKS MUST MEET ADA SPECIFICATIONS

12-MATCH AND TIE PROPOSED CURB TO EXISTING CURB EPOXY COATED #4 BAR REQUIRED

13-M.D.O.T. DETAIL “M” CURB & GUTTER REQUIRED

14-GRAVEL SHOULDERS SHALL CONSIST OF 8 INCHES OF M.D.O.T. 23A COMPACTED AGGREGATE

APPROVED

FOR CONSTRUCTION PERMIT

ROAD COMMISSION FOR OAKLAND COUNTY

PERMITS OFFICE

BY:

07/02/2026 9:32:58 AM

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FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )

NO SCALE

DATE: 05/08/25 CS: PROJECT INFORMATION SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: DETROIT JN: 2600376 MAYBURY STATE PARK DRIVE IMPROVEMENTS MAYB

PROJ

SECT 1

FILE: 2600376_Maybury_Proj001.doc TSC:

PUBLIC UTILITIES

The existing utilities listed below and shown on these plans represent the best information available as obtained on our surveys. This information does not relieve the contractor of the responsibility to be satisfied as to its accuracy and the location of existing utilities.

Name Of Owner Type Of Utility

AT&T Communications Attention: Rodney Cooper Phone: (313) 310-8678 Email: rc9827@att.com

NOTES APPLYING TO STANDARD PLANS

Where the following items are called for on plans, they are to be constructed according to the standard plan given below opposite each item unless otherwise indicated.

Title Plan No.

ROAD

DRIVEWAY OPENINGS & APPROACHES AND

CONCRETE SIDEWALK

R-29-J

SOIL EROSION & SEDIMENTATION CONTROL

MEASURES

R-96-E

PAVEMENT MARKINGS

PAVEMENT ARROW AND MESSAGE DETAILS PAVE-900-H

LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-905-F

* Denotes Special Detail

GENERAL NOTES

UTILITIES

MISS DIG/UNDERGORUND UTILITY INFORMATION

Contact MISS DIG System, Inc. for the protection of underground utilities and conformance with MCL 460.721 et seq, by phone at 811 or 800-482-7171 or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 working days prior to the excavating, excluding weekends and holidays.

OLD PLANS

EXISTING PLANS

The following existing plans were referred to in the design of this project.

2005 Maybury State Park Entrance Road Improvements

In addition, other existing plans that predate this project may be available. These plans may be reviewed in the Maybury State Park Office during normal working hours.

DETAILED GRADES

GRADES FOR HEADQUARTER DRIVEWAY INTERSECTION

GRADES FOR U-TURN LOCATION

EARTHWORK

EARTHWORK

Earthwork quantities are computed based upon limited survey information. These quantities are for bidding purposes only and will be adjusted by the engineer based upon actual field measurements

SLOPES

Construct Class A slopes on this project.

CLEARING LIMITS

The clearing limit for this project will be limited to X’ beyond the edge of pavement except for wetland areas. For areas adjacent to wetlands, the clearing area will be limited to 2’ beyond the edge of pavement or the bank stabilization limit. Restoration measures have been included in this set of plans for the approved areas of disturbance. The contractor shall submit an earth change plan for any work beyond the approved limits to the engineer to review for approval prior to the disturbance. All costs for obtaining and executing and executing an approved earth change plan, including restoration, shall be at the contractor’s expense.

EARTH DISTURBANCE LIMITS

Limit earth disturbance to 2’ beyond the slope stake line except areas adjacent to wetlands where the limits of earth disturbance are at the slope stake line. The plans include restoration measures for the approved areas of disturbance. Submit an earth change plan to the Engineer to review and approve for any work beyond the approved areas of disturbance. Costs for obtaining and executing an approved earth change plan, including restoration are the contractor’s responsibility.

SOIL EROSION MEASURES

Appropriate soil erosion and sedimentation control measures prior to earth-disturbing activities. Place Turf Establishment items as soon as possible on potential erodible slopes as directed by the engineer.

Protect critical ditch grades with either sod or seed/mulch or mulch blankets as directed by the engineer.

Silt fence to be placed beyond the earth disturbance limits as described above.

BASES

AGGREGATE BASE

Use aggregate 21AA, for aggregate bases unless otherwise specified.

HMA BASE CRUSHING AND SHAPING

The contractor shall trench X inches on each side of the existing driveway. The contractor shall perform HMA base crushing and shaping as shown on the plans. HMA base crushing and shaping material shall be spread into trench on each side of the driveway.

The contractor will measure base thickness and add aggregate base, special to achieve a minimum of 9 inches of base material.

PAVEMENT

PAVEMENT AND HMA SURFACE REMOVAL QUANTITIES

Pavement and HMA surface removal as shown on the plans will be at the discretion of the engineer. If in his/her judgment, areas of pavement may be left in place, or additional areas added to provide the proper cross-section and base, changes will be made in the quantities.

SIGNS

GENERAL

All signs on the plans or in the log that do not have a recommendation are to be retained.

EXISTING SIGN RELOCATION

Salvage and reset any permanent signs that are to remain but require relocation due to Contractor operations at locations designated by the Engineer. Replace signs and posts damaged during the removal and storage operations with new signs and posts. The cost of this work is the Contractor’s responsibility.

All signs shall be installed, removed and/or salvaged according to the Michigan Manual on Uniform Traffic Control Devices and the Michigan Department of Transportation 2020 edition Standard Specifications for Construction.

EXISTING FEATURES

Benches, tables, signs, etc. contractor shall avoid any existing features not shown on these plans. Protect from damaging.

EXISTING FEATURES

Quantities and locations of pathway construction are estimated from current existing data. The contractor shall review the entire length of pathway and quantities adjusted prior to beginning work. Contractor to coordinate with the engineer. Contingency quantities provided.

PROJECT SPECIFIC NOTES

HORIZONTAL ALIGNMENT

Match existing Driveway horizontal alignment along the length of the entire project.

HORIZONTAL ALIGNMENT

Final plan grade will match existing HMA centerline elevations along the entire length of the project with the exception of the areas with planned grade raise to provide protection to inland lagoon areas. The areas to be raised above the existing elevations include:

HMA BASE CRUSHING AND SHAPING

Perform HMA base crushing and shaping in accordance with section 305 of the MDOT standard specifications for construction. Place suitable surplus material in areas of grade raises as listed above, as needed, and as directed by the Engineer. Loading, hauling, and placing acceptable surplus materials will be paid as “SALV CRUSHED MATERIAL, LM” in accordance with the 2020 MDOT standard specifications.

Remove unsuitable material after crushing and shaping in accordance with section 305 of the MDOT standard specifications and as directed by the Engineer.

Unsuitable material include peat soils, crushed base with excessive root material or other unsuitable materials as determined by the engineer.

TREE AND BRUSH REMOVALS

Generally, a 4 foot wide strip of land measured perpendicular to the edge of the drive, on each side, shall be cleared and trees removed. The contractor shall coordinate with the Engineer prior to removal of all trees.

Specific trees that are determined to be removed shall be identified by the Engineer and coordinated with MDNR staff prior to work being performed. All trees removed shall be properly disposed of. Trees that are removed but can remain in place on site will be identified by the Engineer, and the contractor may leave the cut tree in place. Payment for work associated with clearing and tree removals are included with the pay items “Clearing”, “Tree, Rem, 19 inch to 36 inch”, and “Tree, Rem, 37 inch or Larger”.

EXISTING ELECTRICAL EQUIPMENT

Electrical equipment is present throughout the project limits and shall be protected. All work shall be completed in a manner that does not impact or damage the equipment in any way. Coordinate with MDNR and DTE when working near the equipment.

MISCELLANEOUS QUANTITIES

The following items of work shall be done as they apply throughout the project. These items are not detailed or included on the plan sheets, Quantities are estimated for contractor planning.

JN:2600376

1 LSUM Mobilization, Max 1 LSUM Project Cleanup 7 Ea Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 7 Ea Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 1 LSUM Minor Traf Devices

15 Ea Plastic Drum, Fluorescent, Furn 15 Ea Plastic Drum, Fluorescent, Oper

135 Sft Sign, Type B, Temp, Prismatic, Furn 135 Sft Sign, Type B, Temp, Prismatic, Oper

1 LSUM Traf Regulator Control

SHEET INDEX

Section 1 - Road Plans

Title 1

Project Information 2

Legend 3-5

Typical Cross Sections 6-7

Construction 8

Maintenance of Traffic 9

Detail Grades 10-11

Pavement Markings 12

FUNDING CATEGORIES

2600376 – Maybury State Park Drive Improvements Category 001 = Road – Driveway Participating Work

BH#

CP

BM

PS

W O R

SS

RR

R R

CS:

JN:

TSC:

DATE:

LEGEND

2600376_Maybury_Legend.dgn

SURFACING

HMA COLDMILLING

CURB RAMP TYPE

CURB RAMP

SIDEWALK & CURB RAMPS

LANDING

SIDEWALK REMOVAL

AGGREGATE APPROACH

BRIDGE APPROACH

HMA APPROACH

MISCELLANEOUS CONCRETE

HMA CRUSH & SHAPE

OR

CONCRETE RUBBLIZING

REMOVAL

PROPOSED

PAVEMENT REMOVAL

AND / OR

HMA SURFACE REMOVAL

DETECTABLE WARNING SURFACE

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

FCR-

NOISE BARRIER

BOUNDARIES

BARRIERS

BORINGS

CURB & GUTTER

VEGETATION

ENVIRONMENTAL

PLAT - BLOCK LINE - LEGAL

PLAT - LIMIT - LEGAL

SECTION LINE - LEGAL

PARCEL - LEGAL

PLAT - LOT LINE - LEGAL

TOWNSHIP LINE

CITY LIMIT

WETLAND - LEGAL

EROSION CONTROL - SILT FENCE

CABLE BARRIER - TRUE SCALE

CONCRETE BARRIER - DOUBLE FACE

CONCRETE BARRIER - SINGLE FACE

FENCE

GUARDRAIL - TRUE SCALE

GUARDRAIL - NOT TO SCALE

CABLE BARRIER - NOT TO SCALE

BRUSH LINE

HEDGE LINE

TREE LINE - CANOPY OR TRUNK

TYPICAL SECTION

CONCRETE - PROPOSED

CURB & GUTTER REMOVAL

SLOPE STAKE LINE

REFERENCE POINT

CONTROL POINT

BENCHMARK

MONUMENT BOX

ABANDON

ADJUST

BULKHEAD

CLEARING

REMOVE

SALVAGE

SAVE

SECTION

STRUCTURE NO. + CONTROL

REMOVAL

CONSTRUCTION

LABELING

GENERAL

RIGHT TURN ARROW

LEFT TURN ARROW

PRESERVE MONUMENT

PROTECT MONUMENT

CONSTRUCTION LIMITS

REMOVAL AND CONSTRUCTION

ROADSIDE / SITE

ALIGNMENT POINT MONUMENT

RELOCATE - BY OTHERS

ADJUST - BY OTHERS

ANTENNA

BIG ROCK

FLAG POLE

PICNIC STOVE

PICNIC TABLE

SATELLITE DISH

ADJUST - STRUC COVER WITH TYPE

RELOCATE - WITH CASE NUMBER

TREE LINE - TRUNK

TRUNK LINE

ROW - FREE ACCESS

ROW - LIMITED ACCESS

WETLAND - NON-LEGAL

HMA - PROPOSED

BORING

SECTION LINE - EIGHTH - LEGAL

SECTION LINE - QUARTER - LEGAL

SECTION LINE - SIXTEENTH - LEGAL

PRESERVE

PROTECT

A

B

C

R

S

SALV

ADJ

ADJ-B/O

REL-B/O

12345 OF S01

BADJ-

1REL-

TRAFFIC FLOW ARROW

CONTAMINATION - MONITORING WELL

EROSION CONTROL NUMBER

EROSION CONTROL - RIPRAP SHRUB

TREE - CONIFER

TREE - DECIDUOUS

TREE - STUMP

RAILROAD

SIGNS

POST - DOUBLE

POST - SINGLE

STRUCTURE - CANTILEVER

STRUCTURE - TRUSS

TRACK

CROSSING - SYMBOL

CROSSING - GATE

CROSSING - SIGNAL BOX

CROSSING - SIGNAL FLASHING

SUSPENDED

STRUCTURE - TRUSS - EXISTING

STRUCTURE - CANTILEVER - EXISTING

BAND - SINGLE

POST - CROSS STREET

BAND - DOUBLE

POST - DOUBLE - WITH BACK PANEL

POST - SINGLE - WITH BACK PANEL

GUARDRAIL RUN NUMBER

IMPACT ATTENUATOR

CONCRETE MONUMENT

PLAT CORNER

PARCEL CORNER - CAPPED IRON

PARCEL CORNER - IRON PIN

PARCEL CORNER - IRON PIPE

PARCEL CORNER - NO ID

ROW MONUMENT

SECTION CORNER - CENTER

SECTION CORNER - MEANDER

SECTION CORNER - QUARTER

SECTION CORNER - QUARTER - HALF

SECTION CORNER - SECTION

SECTION CORNER - SECTION - HALF

SECTION CORNER - SIXTEENTH

SECTION CORNER - WITNESS

PROPERTY OWNERSHIP ARROW

CONTIGUOUS PROPERTY SYMBOL

MDOT PARCEL NUMBER BOX

ARROW - DOUBLE

PROPERTY OWNERSHIP

123456

LOT

SECTION CORNER - GOVERNMENT

SECTION CORNER - PRIVATE CLAIM

PARCEL - NON-LEGAL

PLAT - BLOCK LINE - NON-LEGAL

PLAT - LOT LINE - NON-LEGAL

PLAT - LIMIT - NON-LEGAL

SECTION LINE - NON-LEGAL

SECTION LINE - QUARTER - NON-LEGAL

SECTION LINE - EIGHTH - NON-LEGAL

NON-LEGAL

SECTION LINE - SIXTEENTH -

EASEMENT - LEGAL

EASEMENT - NON-LEGAL

CONDO - LIMIT - LEGAL

CONDO - LIMIT - NON-LEGAL

CONDO - UNIT LINE - LEGAL

CONDO - UNIT LINE - NON-LEGAL

MEANDER - LEGAL

MEANDER - NON-LEGAL

SECTION LINE - PRIVATE CLAIM - LEGAL

NON-LEGAL

SECTION LINE - PRIVATE CLAIM -

SECTION LINE - MEANDER - LEGAL

NON-LEGAL

SECTION LINE - MEANDER -

LEGAL

SECTION LINE - GOVERNMENT LOT -

NON-LEGAL

SECTION LINE - GOVERNMENT LOT -

CURB RAMP OPENING

CONTROL, CORNERS & MONUMENTS

BOUNDARY

MONUMENT PRESERVATION

STRUCTURES

WATER TABLE - ELEV

WETLAND SPOT

POTENTIALLY CONTAMINATED SITE

600.00W.T.

POSTS

POST - FENCE

POST - MAILBOX

POST - NO ID

WATER SURFACE - ELEV600.00

TS

TS

TS

TS

TS

ITS

ITS

E

ITS

E

Hh

Mh

E

E

E

E

T

T

T-

T-

R&S

RP

SPP

R

D Z

CV

E

COILED WIRE

FUSE

FUSE SWITCH

CIRCUIT BREAKER

CABLE

CONTROL EMERGENCY PREEMPTION OPTICOM

CONTROLLER CABINET - POLE MOUNTED

TRANSFORMER - POLE MOUNTED - EXISTING

VEHICLE DETECTION CAMERA

POLE STRAIN

SIGNAL HEAD PEDESTRIAN 1-WAY

SIGNAL HEAD PEDESTRIAN 2-WAY

SIGNAL HEAD VEHICLE 1-WAY

SIGNAL HEAD VEHICLE 2-WAY

SIGNAL HEAD VEHICLE 3-WAY

SIGNAL HEAD VEHICLE 4-WAY

SIGNAL HEAD VEHICLE BAGGED

SIGNAL HEAD VEHICLE PROGRAMMABLE

WIRELESS VEHICLE DETECTION SENSOR

WIRELESS VEHICLE DETECTION RADIO REPEATER

WIRELESS VEHICLE DETECTION RADIO RECEIVER

PEDESTRIAN PUSHBUTTON

PEDESTAL

CASE SIGN, 1-WAY - EXISTING

CASE SIGN, 4-WAY - EXISTING

ANTENNA

TRANSFORMER - PAD MOUNTED - EXISTING

MANHOLE - EXISTING

LIGHT STANDARD DOUBLE ARM

LIGHT STANDARD SINGLE ARM

CABLE OVERHEAD

CABLE OVERHEAD - TO BE REMOVED

CABLE - TO BE REMOVED

TOWER LIGHTING UNIT

GLOBAL POSITIONING SYSTEM MODULE

VEHICLE DETECTION CAMERA - HEMISPHERICAL

DILEMMA ZONE DETECTION

CONTROLLER CABINET - PAD MOUNTED

VEHICLE DETECTION LOOP

VEHICLE DETECTION - RADAR

ILLUMINATED CASE SIGN

ITS CABINET - PAD MOUNTED

HANDHOLE, ROUND, 3 FOOT DIAMETER

HANDHOLE, TYPE D

SURVEILLANCE SYSTEM

MICROWAVE VEHICLE DETECTION SYSTEM

DYNAMIC MESSAGE SIGN

SPUN CONCRETE POLE

ZONE COVERAGE

MICROWAVE VEHICLE DETECTION SYSTEM

COMMUNICATIONS CABLE IN CONDUIT

HANDHOLE - EXISTING

HANDHOLE, ROUND, COMMUNICATIONS

HANDHOLE, ROUND, ELECTRIC

ITS / SIGNALS

ROAD SIGN W/ FLASHING SIGN OPTICAL (1-WAY)

TO BE REMOVED

COMMUNICATIONS CABLE IN CONDUIT -

POLE MAST ARM (LENGTH VARIES)

LIGHTING

WIRELESS LINK

ELECTRICAL

DEDICATED SHORT RANGE COMMUNICATIONS

CABLING / WIRING DIAGRAM

LIGHT STANDARD SINGLE ARM - EXISTING

LIGHT STANDARD DOUBLE ARM - EXISTING

DYNAMIC MESSAGE SIGN - EXISTING

ITS CABINET - PAD MOUNTED - EXISTING

SYSTEM - EXISTING

MICROWAVE VEHICLE DETECTION

ZONE COVERAGE - EXISTING

MICROWAVE VEHICLE DETECTION SYSTEM

SURVEILLANCE SYSTEM - EXISTING

WIRELESS LINK - EXISTING

POLE MAST ARM (LENGTH VARIES) - EXISTING

WIRELESS VEHICLE DETECTION SENSOR - EXISTING

SPUN CONCRETE POLE - EXISTING

TOWER LIGHTING UNIT - EXISTING

BRIDGE - EXISTING

LUMINAIRE WALL MOUNTED UNDER

BRIDGE

LUMINAIRE WALL MOUNTED UNDER

CONTROL PANEL - EXISTING

CONTROL PANEL

LIGHT STANDARD POST TOP

LIGHT STANDARD POST TOP - EXISTING

TO BE REMOVED & SALVAGED

LIGHT STANDARD - EXISTING

CABLE IN CONDUIT

CABLE IN CONDUIT - TO BE REMOVED

CABLE IN CONDUIT - DIRECTIONAL BORE

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

SIGNAL HEAD PEDESTRIAN - EXISTING

ENVIRONMENTAL SENSOR STATION SITE

HANDHOLE - 4 FOOT SQUARE

HANDHOLE - POLYMER CONCRETE

HANDHOLE - 3 FOOT ROUND

HANDHOLE - 2 FOOT ROUND

HANDHOLE - 2 FOOT SQUARE

SIGNAL HEAD VEHICLE 1-WAY - EXISTING

SIGNAL HEAD VEHICLE 2-WAY - EXISTING

SIGNAL HEAD VEHICLE 3-WAY - EXISTING

SIGNAL HEAD VEHICLE 4-WAY - EXISTING

FIBER OPTIC SPLICE CABINET

FLOOD LIGHT

GROUND

METER

SERVICE DISCONNECT

SIGNAL HEAD

HANDHOLE, ROUND

SERVICE METER - EXISTING

HANDHOLE, ROUND

HANDHOLE, ROUND, 3 FOOT DIAMETER

HANDHOLE, TYPE D

POLE WOOD

CASE SIGN, 1-WAY

CASE SIGN, 2-WAY - EXISTING

CASE SIGN, 2-WAY

CASE SIGN, 3-WAY - EXISTING

CASE SIGN, 3-WAY

CASE SIGN, 4-WAY

SUSPENDED LIGHT - EXISTING

ITS CABINET - POLE MOUNTED - EXISTING

ITS CABINET - POLE MOUNTED

CS:

JN:

TSC:

DATE:

T

SPEED

P

W

F O

C

P

P

G

WW

R

Y

G

R

Y

T

T

UTILITIES

COMBINED SEWER

WATER

SANITARY SEWERCOMBINED SEWER

COMMUNICATION

NATURAL GAS

CABLE - OUT OF SERVICE

CABLE

FIBER OPTIC - OUT OF SERVICE

FIBER OPTIC

CABLE - OVERHEAD

COMBINED SEWER - OUT OF SERVICE

COMBINED SEWER - TO BE REMOVED

SEWER

SEWER - OUT OF SERVICE

SEWER - TO BE REMOVED

PROPANE TANK

MARKER

VALVE

WELL

GAS LINE - OUT OF SERVICE

GAS LINE

MARKER

PEDESTAL

UTILITY BOX

FUEL / PETROLEUM

TELEPHONE

TELEPHONE - OVERHEAD

TELEPHONE - OUT OF SERVICE

TELEPHONE BOX

TELEPHONE PEDESTAL

FIBER OPTIC MARKER

GASOLINE FILLER PIPE

GASOLINE PUMP

GASOLINE UNDERGROUND TANK

CABLE MARKER

CABLE PEDESTAL

DRAINAGE

MANHOLE WITH COVER (DIA VARIES)

WATER MAIN

WATER MAIN - OUT OF SERVICE

WATER MAIN - TO BE REMOVED

IRRIGATION SPRINKLER HEAD

SERVICE METER

FIRE HYDRANT

GENERIC EXISTING UTILITIES

TELEPHONE MANHOLE

PETROLEUM PIPELINE

PETROLEUM PIPELINE - OUT OF SERVICE

PETROLEUM PIPELINE MARKER

PETROLEUM WELL

SERVICE

COMBINED SEWER - TO BE TAKEN OUT OF

SEWER - TO BE TAKEN OUT OF SERVICE

WATER MAIN - TO BE TAKEN OUT OF SERVICE

STEAM

STEAM

STEAM - OUT OF SERVICE

FIBER OPTIC - OVERHEAD

IRRIGATION CONTROL VALVE

GATE VALVE IN WELL

WATER WELL

SERVICE SHUTOFF

GATE VALVE AND BOX

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

UTILITY

IRRIGATION

MAINTAINING TRAFFIC

TYPE III BARRICADE

CHANNELIZING DEVICE - 42 INCH

CHANNELIZING DEVICE - DRUM

LIGHTED ARROW PANEL - BAR

MESSAGE SIGN

PORTABLE CHANGEABLE

WORK AREA

TEMPORARY SIGN

LIGHTED ARROW PANEL

LIGHT - STEADY BURN TYPE C

LIGHT - HIGH INTENSITY TYPE B

TRAFFIC REGULATOR

TEMPORARY TRAFFIC SIGNAL

TEMPORARY SPEED RADAR TRAILER

GUY ANCHOR

POLE

DROP INLET

FLOW DIRECTION ARROW

DRAINAGE STRUCTURE NUMBER

DITCH CENTERLINE

WATER EDGE

CULVERT - EXISTING

STORM SEWER - EXISTING

STORM SEWER

CULVERT (SIZE VARIES)

END SECTION (SIZE VARIES)

OUTLET HEADWALL (SIZE VARIES)

HEADWALL (SIZE VARIES)

CATCH BASIN W/ COVER (DIA VARIES)

MANHOLE W/ COVER (DIA VARIES)

MANHOLE BASE W/ COVER (SIZE VARIES)

MANHOLE TEE W/ COVER (SIZE VARIES)

STRUCTURE BOTTOM - EXISTING (DIA VARIES)

DRAIN CASTING

STORM SEWER - TO BE REMOVED

CATCH BASIN COVER - EXISTING

MANHOLE COVER - EXISTING

SEWER CLEANOUT ACCESS - EXISTING

UNDERDRAIN - TO BE REMOVED

UNDERDRAIN

TEMPORARY BARRIER - 24 INCH

TEMPORARY BARRIER - 28 INCH

MARKER

CHANNELIZING DEVICE - TUBULAR

TEMPORARY BARRIER ENDING

PORTABLE WATER FILLED BARRIER

CS:

JN:

TSC:

DATE:

CS:

JN:

TSC:

DATE:

VERT. (FT)

HORZ. (FT)

SECT

TYP

TYPICAL CROSS SECTIONS

Maybury_Typicals.dgn

EX AGGREGATE BASE (6")

EX HMA (3")

LANE

12'

LANE

12'

SHLD

2'

SHLD

2'

EX MVP BOOTH

6.73'

LANE

12'

EX AGGREGATE BASE (6")

EX HMA (3")

LANE

12'

LANE

12'

CROWN POINT

CROWN POINT

EXISTING GROUND

EXISTING GROUND

GUTTER

EXISTING CURB AND

2'

12.2'

SHLD

2'

EXISTING GROUND

EXISTING GROUND

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

2%

2% 5%

2%

2% 2%5%

2%2%

2%

EX AGGREGATE BASE (6")

EX HMA (3")

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

2'

EX CONCRETE PAD

STA. 11+09.70 TO STA. 16+28.00 (POE)

STA. 0+24.00 (POB) TO STA. 9+24.20

SECTION APPLIES TO:

EXISTING NORMAL SECTION

STA. 9+24.20 TO STA. 11+09.70

SECTION APPLIES TO:

EXISTING NORMAL SECTION

SHLD

2'

TRENCHING (TYP.)

TRENCHING (TYP.)

CS:

JN:

TSC:

DATE:

VERT. (FT)

TYP

TYPICAL CROSS SECTIONS

Maybury_Typicals.dgn

LANE

12'

LANE

12'

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

SHLD

2'

SHLD

2'

SHLD, CL II, 6 INCH (TYP)

* FOR INFORMATION ONLY

0.05-0.15 GAL* BOND COAT

64 - 22330HMA, 5EML5EML

REMARKSPERFORMANCE GRADERATE LBS PER SYDITEMIDENT NO.

HMA APPLICATION ESTIMATE

LANE

12'

LANE

12'

LANE

12'

2'

SHLD

2'

CROWN POINT

EX MVP BOOTH

6.73'

2%5% 2%2%

2'

SHLD, CL II, 6 INCH (TYP)

SHLD

2'

2%

2%2%2%

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

HMA BASE CRUSHING AND SHAPING

5EML CROWN POINT

STA. 11+09.70 TO STA. 16+28.00 (POE)

STA. 0+24.00 (POB) TO STA. 9+24.20

SECTION APPLIES TO:

PROPOSED NORMAL SECTION

STA. 9+24.20 TO STA. 11+09.70

SECTION APPLIES TO:

PROPOSED NORMAL SECTION

GUTTER, TO REMAIN

EXISTING CURB AND

2%

HMA BASE CRUSHING AND SHAPING

HMA BASE CRUSHING AND SHAPING

EMBANKMENT, CIP (TYP.)

SLOPE RESTORATION, NON-FREEWAY, TYPE A (TYP.)

EXISTING GROUND

2%

SLOPE RESTORATION, NON-FREEWAY, TYPE A (TYP.)

EMBANKMENT, CIP (TYP.)

5EML

5EML

S0 3°1

0'5 7"E

S0 2°3

3'2 2"E

S °2

'5 "W

S02 °49 '16

"W

S54°54'20"W

S34°44'43"W

ALI_MAYBURY_EXISTING

Δ = 82°14'03" (RT)

D = 54°34'22" T = 91.64' L = 150.69 R = 104.99' E = 34.37'

PC = 0+97.66 N = 342,038.34 E = 13,348,166.68

PI = 1+89.30 N = 341,946.79 E = 13,348,170.75

PT = 2+48.34 N = 341,930.38 E = 13.348.080.59

EX e = PR e = Δ% =

ALI_MAYBURY_EXISTING

Δ = 52°05'20" (RT)

D = 28°30'30" T = 98.22' L = 182.72 R = 200.98' E = 22.72'

PC = 7+40.47 N = 341,636.46 E = 13,347,790.11

PI = 8+38.68 N = 341,538.36 E = 13,347,785.28

PT = 9+23.18 N = 341,481.90 E = 13.347.704.91

EX e = PR e = Δ% =

ALI_MAYBURY_EXISTING

Δ = 75°50'06" (LT)

D = 41°31'08" T = 107.50' L = 182.65 R = 138.00' E = 36.93'

PC = 4+22.71 N = 341,898.40 E = 13,347,909.18

PI = 5+30.21 N = 341,878.69 E = 13,347,803.51

PT = 6+05.36 N = 341,771.40 E = 13.347.796.76

EX e = PR e = Δ% =

ALI_MAYBURY_EXISTING

Δ = 20°09'37" (LT)

D = 14°19'26" T = 71.11' L = 140.75 R = 400.00' E = 6.27'

PC = 12+54.87 N = 341,291.21

PI = 13+25.98 N = 341,250.32

PT = 13+95.61 N = 341,191.89

EX e = PR e = Δ% =

PC

4+

.71

P T

.3

P C 2+

.8

P T

.6

P C

.6

PT

2+

.34

P C

.4

P T

+2 3.

H P I .3

H P I .6

H P I .2

H P I .9

S

TA

R T

.0

E N

D

.0

P O

T

.6

QUANTITIES THIS SHEET

Slope Restoration, Non-Freeway, Type A Post, Mailbox

HMA, 5EL

Trenching Shld, Cl II, 6 inch HMA Base Crushing and Shaping Aggregate Base, Conditioning Erosion Control, Silt Fence Subgrade Undercutting, Type II Excavation, Earth Embankment, CIP

| 100 | Construction (All) (blank) (All) (All) (All) Maybury_Con_001 Items

Syd Ea Ton Sta Syd Syd Syd Ft Cyd Cyd Cyd

Unit

CAT 0001

JN 2600376

#1

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

+3 3.

CS:

JN:

TSC:

DATE:

CON

MAYBURY STA 0+00 TO STA 16+28

CONSTRUCTION

Maybury State Park Con 001.dgn

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

8 M

ILE

RD

8 M

ILE

RD

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

ROAD

WORK

AHEAD

48"

W20-1

ROAD

WORK

AHEAD

48"

W20-1

48" X 60"

R5-18b

INJURE

KILL

W ORKER

7500$

A

15 Y EA RS

48" X 60"

R5-18b

INJURE

KILL

W ORKER

7500$

A

15 Y EA RS

48" X 48"

R5-18c

WORK

ZONE

BEGINS

48" X 48"

R5-18c

WORK

ZONE

BEGINS

48" X 60"

R2-1

LIMIT

SPEED

48" X 60"

R2-1

LIMIT

SPEED

ROAD

END

WORK

48" X 24"

G20-2

ROAD

END

WORK

48" X 24"

G20-2

SHOULDER

RIGHT

CLOSED

AHEAD

48"

W21-5bR

48" X 30"

R11-2

CLOSED

ROAD

CS:

JN:

TSC:

DATE:

MOT

MAINTENANCE OF TRAFFIC

Maybury State Park MOT001.dgn

M A

Y B

U R

Y S

T A

T E

P A

R K

D R

IV

E

G A

R F

IE

L

D R

D

B A

R O

L A

D R

W E

S T

V

IE

W D

R

E

IG

H T

M

IL

E

N

B A

L L

A N

T Y

N E

B L

V D

E

IG

H T

M

IL

E

E

IG

H T

M

IL

E

E

IG

H T

M

IL

E

MAYBURY STATE PARK DRIVE

BALLANTYNE BLVD

N

MAINTENANCE OF TRAFFIC - SIGN SEQUENCE DETAIL

MAINTENANCE OF TRAFFIC - DETAIL A

PLASTIC DRUM, FLUORESCENT (TYP.)

BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, FURN (TYP.)

DETAIL A

SCALE : 1" = 300'

SCALE : 1" = 60'

ROAD BETWEEN SHOULDER EDGES OR CURB FACES.

SUPPLY ENOUGH TYPE III BARRICADES TO COMPLETELY CLOSE

ERECT R11-2 BEHIND BARRICADE ON SEPARATE SIGN SUPPORTS.

S02 °33 '22"

E

CS:

JN:

TSC:

DATE:

SECTDESCRIPTIONAUTH

CHECKED BY: SRT

DETGRD

U-TURN LOOP LOCATION

DETAIL GRADES

Maybury State Park DetGrd 001.dgn

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

DETAIL GRADES - U-TURN LOOP LOCATION

SCALE: 1" = 20'

+90.72

12.00' LT

+98.68

14.38' LT

+3.25

20.93' LT

+7.26

29.55' LT

+12.76

36.40' LT

+19.20

41.02' LT

+26.15

43.12' LT

+57.76

16.00' LT

+51.09

26.24' LT

+46.12

33.88' LT

+40.00

39.44' LT

+33.21

42.59' LT

+27.08

28.15' LT

+19.67

24.32' LT

+34.72

26.24' LT

+56.06

13.09' LT

+58.78

12.00' LT

+00.00

12.00' LT

+25.00

12.00' LT +50.00

12.00' LT

E = 13348176.43

N = 342004.77

1+28.26, 13.24 LT

MAYBURY, R=30'

+34.72

26.24' LT

+5.55

26.50' LT

+16.30

19.14' LT

+20.15

12.00' LT

+36.34

12.00' LT

+34.72

26.24' LT

+19.67

24.32' LT

E = 13348176.43

N = 342004.77

1+28.26, 13.24 LT

MAYBURY, R=15'

S54°54'20"W

10 111010

CS:

JN:

TSC:

DATE:

DETGRD

MVP BOOTH

DETAIL GRADES

Maybury State Park DetGrd 002.dgn

MAYBURY STATE PARK DRIVE NON-LEGAL ALI

DETAIL GRADES - MVP BOOTH

SCALE: 1" = 20'

+24.20

12.00' RT

+50.00

12.00' RT

+75.00

12.00' RT

+00.00

12.00' RT

+25.00

12.00' RT

+50.00

12.00' RT +75.00

12.00' RT

+00.00

12.00' RT

+25.00

12.00' RT +56.95

12.00' RT

+50.00

19.61' RT

+75.00

40.28' RT

+00.00

46.36' RT

+25.00

51.34' RT

+41.21

54.50' RT

+75.00

16.00' RT

+82.50

29.20' RT

+88.29

30.57' RT

+94.20

31.30' RT

+25.00

33.44' RT +50.00

35.18' RT

+50.20

33.25' RT

+00.00

31.70' RT

+41.21

12.00' RT

+21.16

13.02' RT

+52.60

20.73' RT

+52.60

13.40' RT

+52.60

12.00' RT

+20.72

16.94' RT

+41.21

20.73' RT

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

.8

QUANTITIES THIS SHEET

Pavt Mrkg, Polyurea, Thru Arrow Sym

Witness, Log, $1,250.00

Pavt Mrkg, Polyurea, 18 inch, Stop Bar

Pavt Mrkg, Polyurea, 12 inch, Crosswalk

Pavt Mrkg, Polyurea, 6 inch, Crosswalk

Pavt Mrkg, Polyurea, 4 inch, Yellow

| 100 | Pavt Mrkg

(All)

(blank)

(All)

(All)

(All)

Maybury_Pvmk_001

Items

Ea

Dlr

Ft

Ft

Ft

Ft

Unit

CAT 0001

JN 2600376

#1

CS:

JN:

TSC:

DATE:

PVMK

MAYBURY STA 0+00 TO STA 16+28

PAVEMENT MARKINGS

Maybury State Park Pvmk 001.dgn

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

8 M

ILE

R

D

8 M

ILE

R

D

N

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

PAVT MRKG, POLYUREA, 18 INCH, STOP BAR

PAVT MRKG, POLYUREA, THRU ARROW SYM

P…