OAKLAND CO.

G A

R F I

E L

D

R

8 MILE RD.

NORTHVILLE

NORTHVILLE TWP.

8 MILE RD.

7 MILE RD.

6 MILE RD.

R I

D

E

MAIN ST.

B E

C K

N A

P I

NORTHVILLE TWP.

S U

M P

JO

H

N S O N

D R

W A

Y N

O

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

NO SCALE SECT

DESCRIPTIONAUTH

DATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:

751/26110.KMM

1CHECKED BY: SRT

06/12/26

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

FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )

NO SCALE

DRAWN BY: JWI DATE: 06/12/26 CS: PROJECT INFORMATION SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION CHECKED BY: SRT DESIGN UNIT: MSG JN: 2600376 MAYBURY STATE PARK DRIVE IMPROVEMENTS MAYB

PROJ

SECT 1

FILE: 2600376_Maybury_Proj001.doc TSC: 751/26110.KMM

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

DTE Electric 37849 Interchange Dr.

Farmington Hills, MI 48335 Attention: Saso Trpceski Phone: (313) 460-7038 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

SOIL EROSION & SEDIMENTATION CONTROL

MEASURES

R-96-E

SEEDING AND TREE PLANTING R-100-I *

PAVEMENT MARKINGS

PAVEMENT ARROW AND MESSAGE DETAILS PAVE-900-H

LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-905-F

INTERSECTION, STOP BAR, AND CROSSWALK

MARKINGS

PAVE-945-E

PARKING AREA PAVEMENT MARKINGS PAVE-956-D

* 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.

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 2’ beyond the slope stake line 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.

TURF ESTABLISHMENT / SLOPE RESTORATION

Use seed mixture THV for restoration of all disturbed areas outside limits of pavement and aggregate shoulders.

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 6 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.

VERTICAL ALIGNMENT

Final plan grade will match existing HMA centerline elevations along the entire length of the project.

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 trenched shoulder areas, 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.

EXISTING ELECTRICAL FACILITES

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

MISCELLANEOUS QUANTITIES – FOR INFORMATION ONLY

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.

1 LSUM Mobilization, Max 20 Ea Misc Site Items, Rem, Salv, & Reinstall

330 Cyd Embankment, CIP 142 Cyd Excavation, Earth 16 Sta Machine Grading 15 Cyd Subgrade Undercutting, Type II

3176 Ft Erosion Control, Silt Fence 1 LSUM Project Cleanup

425 Syd Aggregate Base, Conditioning 4856 Syd HMA Base Crushing and Shaping

110 Cyd Material, Surplus and Unsuitable, Rem, LM 112 Cyd Salv Crushed Material, LM 50 Syd Shld, Cl II, 6 inch 33 Sta Trenching

871 Ton HMA, 5EML 1 Ea Post, Mailbox

13 Ft Post, Steel, 3 pound 2 Sft Sign, Type IIIA

2368 Ft Pavt Mrkg, Polyurea, 4 inch, White 29 Ft Pavt Mrkg, Polyurea, 6 inch, Crosswalk 36 Ft Pavt Mrkg, Polyurea, 12 inch, Crosswalk 23 Ft Pavt Mrkg, Polyurea, 18 inch, Stop Bar

1 Ea Pavt Mrkg, Preformed Thermopl, Accessible Sym 52 Ft Pavt Mrkg, Waterborne, for Rest Areas, Parks, and Lots, 4 inch, Blue 1250 Dlr Witness, Log, $1,250.00

10 Ea Pavt Mrkg, Polyurea, Thru Arrow Sym 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 15 Syd Mulch

1892 Syd Slope Restoration, Non-Freeway, Type A

SHEET INDEX

Section 1 - Road Plans

Title 1

Project Information 2

Legend 3-5

Typical Cross Sections 6-8

Removal 9

Construction 10

Maintenance of Traffic 11

Detail Grades 12-13

Pavement Markings 14

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 SURFACE

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

CONDITIONING

AGGREGATE BASE

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+62.51 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)

EX AGGREGATE BASE (6")

EX HMA (3")

CROWN POINT

LANE

VARIES 10.5' - 37.00'

LANE

VARIES 10.5' - 37.00'

5EML

EXISTING GROUND

EXISTING GROUND

STA. 0+24.00 (POB) TO STA. 0+62.51

SECTION APPLIES TO:

EXISTING/PROPOSED NORMAL SECTION

MATCH EX MATCH EX

GUTTER

EXISTING CURB AND

GUTTER

EXISTING CURB AND

(TYP)

EX CONCRETE BLOCK R

1.5" HMA, 5 EML RESURFACING

LIMITS OF COLD MILLING & RESURFACING &

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

TSC:

DATE:

LANE

12'

LANE

12'

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

SHLD

2'

SHLD

2'

OR SALV CRUSHED MATERIAL, LM (TYP)

SHLD, CL II, 6 INCH (TYP)

* FOR INFORMATION ONLY

0.05-0.15 GAL* BOND COAT

2 LIFTS OF 165 LBS/SYD64 - 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

2'

2%

2%2%2%

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

HMA BASE CRUSHING AND SHAPING

5EML CROWN POINT

STA. 11+56.95 TO STA. 16+28.00 (POE)

STA. 0+62.51 TO STA. 9+24.20

SECTION APPLIES TO:

PROPOSED NORMAL SECTION

STA. 9+24.20 TO STA. 11+56.95

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

EROSION CONTROL, SILT FENCE (TYP)

EROSION CONTROL, SILT FENCE (TYP)

CONSTRUCTION

501 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR

LEVELING AND TOP COURSE IN ACCORDANCE WITH SECTION

NOTE: BOND COAT TO BE PLACED PRIOR TO PLACING

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

MULCH

STA. 11+56.95 TO STA. 16+28.00 (POE)

STA. 0+62.51 TO STA. 9+24.20

SECTION APPLIES TO:

PROPOSED NORMAL SECTION

OR SALV CRUSHED MATERIAL, LM (TYP)

SHLD, CL II, 6 INCH (TYP)

TSC:

DATE:

AGGREGATE BASE, CONDITIONING (3")

LIMITS OF

15' LANE

EXISTING GROUND

5EML

EXISTING GROUND

EROSION CONTROL, SILT FENCE (TYP)

OR SALV CRUSHED MATERIAL, LM (TYP)

SHLD, CL II, 6 INCH (TYP)

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

EX AGGREGATE BASE

AGGREGATE BASE, CONDITIONING (3")

LIMITS OF

VARIES 0' - 42.5' LANE

PR ROAD

5EML

EXISTING GROUND

EROSION CONTROL, SILT FENCE (TYP)

OR SALV CRUSHED MATERIAL, LM (TYP)

SHLD, CL II, 6 INCH (TYP)

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

EX AGGREGATE BASE

* SEE DETAIL GRADE SHEETS

PROPOSED NORMAL SECTION- MVP BOOTH SECTION

* SEE DETAIL GRADE SHEETS

PROPOSED NORMAL SECTION- U-TURN

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

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

+3 3.

8 M

ILE

RD

8 M

ILE

RD

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

N

CS:

JN:

TSC:

DATE:

REM

MAYBURY STA 0+00 TO STA 0+00

REMOVAL

Maybury State Park Rem 001.dgn

NON-LEGAL ALI

MAYBURY STATE PARK DRIVE

POST, MAILBOX

SAW CUT, INTERMEDIATE

SAW CUT, INTERMEDIATE

R6 CONC PARKING BLOCKS-

R12 CONC PARKING BLOCKS-

SALV

SALV

S2 BOLLARDS-

STA. 2+00.00

ELEV. 976.59

STA. 2+50.00

ELEV. 976.55

STA. 1+50.00

ELEV. 976.37

STA. 3+00.00

ELEV. 976.08

STA. 3+50.00

ELEV. 975.72

STA. 4+00.00

ELEV. 975.00

STA. 4+50.00

ELEV. 974.07

STA. 5+50.00

ELEV. 972.53

STA. 5+00.00

ELEV. 973.49

STA. 6+00.00

ELEV. 972.53

STA. 6+50.00

ELEV. 969.66

STA. 7+00.00

ELEV. 968.48

STA. 7+50.00

ELEV. 967.81

STA. 8+00.00

ELEV. 967.73

STA. 8+50.00

ELEV. 968.23

STA. 9+00.00

ELEV. 969.32

STA. 9+50.00

ELEV. 970.31

STA. 10+00.00

ELEV. 970.86

STA. 10+50.00

ELEV. 971.07

STA. 11+00.00

ELEV. 971.10

STA. 12+00.00

ELEV. 971.49

STA. 11+50.00

ELEV. 971.21

STA. 12+50.00

ELEV. 971.72

STA. 13+00.00

ELEV. 971.66

STA. 13+50.00

ELEV. 971.41

STA. 14+00.00

ELEV. 970.87

STA. 15+50.00

ELEV. 969.72

STA. 14+50.00

ELEV. 970.29

STA. 15+00.00

ELEV. 969.85

STA. 16+00.00

ELEV. 969.96

STA. 16+28.00

ELEV. 970.23

STA. 0+24.00

ELEV. 976.16

STA. 0+62.51

ELEV. 976.03

STA. 0+50.00

ELEV. 975.91

FLAMMABLE MATERIAL

HAZARDOUS OR

STA. 1+00.00

ELEV. 976.16

UNDERGROUND UTILITY

CAUTION -

REGISTRATION BOOTH DURING CONSTRUCTION.

SALVAGE AND PROTECT EXISTING BOLLARDS, THE MVP BOOTH, AND THE SELF

PAY ITEM FOR "MISC SITE ITEMS, REM, SALV, & REINSTALL.

AT THE MVP BOOTH AND NEAR THE SELF REGISTRATION BOOTH IS INCLUDED IN THE

REMOVAL AND REINSTALLATION OF EXISTING CONCRETE PARKING BUMPER BLOCKS

NOTES:

ROCK-

ROCK-

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 E = 13,347,433.52

PI = 13+25.98 N = 341,250.32 E = 13,347,375.34

PT = 13+95.61 N = 341,191.89 E = 13.347.334.82

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

8 M

ILE

RD

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

SAW CUT, INTERMEDIATE

SAW CUT, INTERMEDIATE

STA. 0+62.51

ELEV. 976.03

STA. 0+24.00

ELEV. 976.16 STA. 0+50.00

ELEV. 975.91

STA. 1+50.00

ELEV. 976.37

STA. 2+00.00

ELEV. 976.59

STA. 2+50.00

ELEV. 976.55

STA. 3+00.00

ELEV. 976.08

STA. 3+50.00

ELEV. 975.72

STA. 4+00.00

ELEV. 975.00

STA. 4+50.00

ELEV. 974.07

STA. 5+00.00

ELEV. 973.49

STA. 5+50.00

ELEV. 972.53

STA. 6+00.00

ELEV. 972.53 STA. 7+00.00

ELEV. 968.48

STA. 6+50.00

ELEV. 969.66

STA. 7+50.00

ELEV. 967.81

STA. 8+00.00

ELEV. 967.73

STA. 8+50.00

ELEV. 968.23

STA. 9+50.00

ELEV. 970.31

STA. 9+00.00

ELEV. 969.32

STA. 10+00.00

ELEV. 970.86

STA. 10+50.00

ELEV. 971.07

STA. 11+00.00

ELEV. 971.10

STA. 11+50.00

ELEV. 971.21

STA. 12+00.00

ELEV. 971.49

STA. 12+50.00

ELEV. 971.72

STA. 13+00.00

ELEV. 971.66

STA. 14+00.00

ELEV. 970.87

STA. 15+50.00

ELEV. 969.72

STA. 15+00.00

ELEV. 969.85

STA. 14+50.00

ELEV. 970.29

STA. 13+50.00

ELEV. 971.41

STA. 16+00.00

ELEV. 969.96

STA. 16+28.00

ELEV. 970.23

FLAMMABLE MATERIAL

HAZARDOUS OR

STA. 1+00.00

ELEV. 976.16

UNDERGROUND UTILITY

CAUTION -

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

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

48" X 60"

R2-1

LIMIT

SPEED

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:

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

+54.46

16.57' 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

+56.34

13.48' LT

+60.07

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'

1%>

+34.72

26.24' LT

1%>

+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'

1% TO PROMOTE POSITIVE DRAINAGE.

* GRADE TO PROVIDE A MINIMUM SLOPE OF

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 MAT

CH

EX

MATCH EX

>1%

1% TO PROMOTE POSITIVE DRAINAGE.

* GRADE TO PROVIDE A MINIMUM SLOPE OF

+55.67

35.58' RT

+9.70

48.72' RT

E = 13347657.24

N = 341419.60

+98.01, 23.57' LT

MAYBURY, R = 55.00'

>1%

>1%

R= 55'

PARKING

RESERVED

ONLY

MAYBURY URBAN

STATE PARK DR

MAYBURY URBAN

STATE PARK DR

.8

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 (WHITE)

PAVT MRKG, POLYUREA, THRU ARROW SYM (WHITE)

PAVT MRKG, POLYUREA, THRU ARROW SYM (WHITE)

PAVT MRKG, POLYUREA, 4 INCH, WHITE

PAVT MRKG, POLYUREA, 4 INCH, YELLOW (DOUBLE SOLID)

PAVT MRKG, POLYUREA, 4 INCH, WHITE

PAVT MRKG, POLYUREA, 6 INCH, CROSSWALK (WHITE)

PAVT MRKG, POLYUREA, 12 INCH, CROSSWALK (TYP.) (WHITE)

PAVT MRKG, POLYUREA, 4 INCH, WHITE (TYP.)

PAVT MRKG, POLYUREA, THRU ARROW SYM (WHITE)

PAVT MRKG, POLYUREA, THRU ARROW SYM (WHITE)

SYM (WHITE)

PAVT MRKG, POLYUREA, THRU ARROW

13 FT 1-POST, STEEL, 3 POUND

1.5 SFT SIGN, TYPE IIIA

R7-8 (12" X 18")

PAVT MRKG, POLYUREA, 18 INCH, STOP BAR (WHITE)

PAVT MRKG, POLYUREA, 4 INCH, WHITE (TYP.)

PAVT MRKG, PREFORMED THERMOPL, ACCESSIBLE SYM (WHITE)

PAVT MRKG, WATERBORNE, FOR REST AREAS, PARKS, AND LOTS, 4 INCH, BLUE

PAVT MRKG, POLYUREA, 4 INCH, WHITE

STebbe Text Box

WHITE (DOUBLE SOLID)