218539A - Plan Set.pdf

20 21

MARSHALL

BEAR

LAKE

KALA

MAZOO R

IVER

VERONA RD.

A D

RIV

E N

W E

S T

D R

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

NO SCALE

Michigan Department of Transportation

SECT

DESCRIPTIONAUTH

DATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:

06/23/23

MARSHALL

NEUBAUER

218539A

13062

TITLE

M-96

M-96/MICHIGAN AVE

TITLE

MIAve_TITLE.dgn

O

A D

M

IL

E

C-DRIVE N

M-96 MICHIGAN AVE

R O

A D

M

IL

I-94BL

COUNTY

CALHOUN

COUNTY KEY

CALHOUN COUNTY

MARSHALL TOWNSHIP

ROUTE: M-96/MICHIGAN AVE

1 218539A

JOB NO. SECTION FED AID PROJ

NO

MICHIGAN DEPARTMENT OF TRANSPORTATION

YEAR DESIGN POSTED

2023 8% M-96

ROAD

SPEED DATA TRAFFIC DATA

55 55 M-96/MICHIGAN AVE

LIMITS

11,163

PHYSICAL ROAD NUMBER (PR#) & MILEPOST (MP) DATA ARE FROM MICHIGAN GEOGRAPHIC FRAMEWORK VERSION #

MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION.

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

ADT COMM

22.

MILES: 0.24

DEPARTMENT OF TRANSPORTATION

MICHIGAN

BRADLEY C. WIEFERICH, P.E. - DIRECTOR

N

POB: STA 115+64.98

PR PMP: 9.075

PR: 3130975

CS BMP: 3.639

CS: 13062

CONSTRUCTION ACCESS

SHOULDER RECONSTRUCTION AND WIDENING FOR TEMPORARY

CONTRACT FOR:

POE: STA 126+45.26

PR PMP: 9.278

PR: 3130975

CS BMP: 3.896

CS: 13062

13062

CONTROL SEC

TS2

R6W

Mohamed.Benhasan Textbox

FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )

DATE: 06/23/23 CS: 13062 PROJECT INFORMATION SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: NEUBAUER JN: 218539A M-96/MICHIGAN AVE M-96

PROJ

SECT 1

FILE: MIAve_Project_Info.doc TSC: MARSHALL

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 it's accuracy and the location of existing utilities.

Name Of Owner Type Of Utility

AT&T Telephone Attention: Carrie Demott 2919 Millcork, Kalamazoo, Michigan 49001 Phone: (269) 384-4472 Email: cd3249@att.com

Charter Communications Internet/Cable Attention: Jeff Lake 654 E. Chicago Rd, Coldwater, Michigan 49036 Phone: (517) 924-0099 Email: jeff.lake@charter.com

Midwest Communication Services, Inc. Cable Attention: Larry Powell 7255 Tower Road, Battle Creek, Michigan 49014 Phone: (269) 963-7173 Email: larrymcs@voyager.net

Consumers Energy Electric Attention: Jacob Chalut 311 E Michigan Ave, Battle Creek, Michigan 49014 Phone: (517) 580-2049 Email: Jacob.chalut@cmsenergy.com

Consumers Energy Gas Attention: Kyle Oak 2500 East Cork Street, Kalamazoo, Michigan 49001 Phone: (269) 337-2366

(269) 249-7175 Email: kyle.oak@cmsenergy.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 *

GRADING CROSS-SECTIONS R-105-D

SUPERELEVATION AND PAVEMENT CROWNS R-107-H

DELINEATOR INSTALLATIONS R-127-G

PAVEMENT MARKINGS

PAVEMENT ARROW AND MESSAGE DETAILS PAVE-900-G

PAVEMENT MARKING RECESSING DETAILS PAVE-901-A

TEMPORARY LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-904-A *

LONGITUDINAL LINE TYPES AND PLACEMENT PAVE-905-E

LEFT TURN LANE MARKINGS PAVE-935-E

RIGHT TURN LANE AND ISLAND PAVEMENT MARKINGS PAVE-940-D

INTERSECTION, STOP BAR, AND CROSSWALK MARKINGS PAVE-945-D

SIGNING

STANDARD SIGN INSTALLATIONS SIGN-100-G

SIGN LOCATION CODES PLACEMENT SIGN-115-D

ROADSIDE SIGN LOCATIONS & SUPPORT SPACING SIGN-120-E

SIGN SUPPORT SELECTION CHARTS SIGN-150-D

STEEL POSTS SIGN-200-E

* Denotes Special Detail

SHEET INDEX

Section 1 - Road Plans

Title 1

Project Information 2

Legend 3 - 5

Note 6

Miscellaneous Quantities 7

Typical Cross Sections 8

Removal & Construction 9– 10

Permanent Signing / Pavement Marking 11

Special Details 12 - 15

Mohamed.Benhasan

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LEGEND

MIAve_Legend_Sheets.dgn

SPEED

600.00W.T.

SS

BH#

CP

BM

PS

W O R

NOISE BARRIER

SURVEY

BOUNDARY

BARRIERS

RAILROAD

BORINGS

CURB & GUTTER

SURFACINGVEGETATION

ENVIRONMENTAL

MAINTAINING TRAFFIC

SIGNS

POST - DOUBLE

POST - SINGLE

STRUCTURE - CANTILEVER

STRUCTURE - TRUSS

PARCEL - NON-LEGAL

PLAT - NON-LEGAL

SECTION LINE

PARCEL - LEGAL

PLAT - LEGAL

TOWNSHIP LINE (MAP)

CITY LIMIT

WETLAND - LEGAL

EROSION CONTROL - SILT FENCE

TRACK

CABLE BARRIER - TRUE SCALE

POST - NO ID

POST - MAILBOX

IMPACT ATTENUATOR

GUARDRAIL RUN NUMBER

FENCE POST

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

HMA COLDMILLING

TYPICAL SECTION

CONCRETE - PROPOSED

CURB & GUTTER REMOVAL

SLOPE STAKE LINE

CROSSING - SYMBOL

STRUCTURES

BEAM UNDERCLEARANCE

REFERENCE POINT

CONTROL POINT

BENCHMARK

REFERENCE - NGS

REFERENCE - USGS

MONUMENT BOX

CURB RAMP TYPE

ABANDON

ADJUST

BULKHEAD

CLEARING

REMOVE

SALVAGE

SAVE

CURB RAMP

SIDEWALK & CURB RAMPS

LANDING

STRUCTURE NO. + CONTROL SEC. LABEL

SIDEWALK REMOVAL

REFERENCE - GPS

REMOVAL

CONSTRUCTION

GENERAL LABELING

GENERAL

RIGHT TURN ARROW

LEFT TURN ARROW

PRESERVE MONUMENT

PROTECT MONUMENT

CONSTRUCTION LIMITS

AGGREGATE APPROACH

BRIDGE APPROACH

HMA APPROACH

MISCELLANEOUS CONCRETE

HMA CRUSH & SHAPE

OR

CONCRETE RUBBLIZING

REMOVAL AND CONSTRUCTION

REMOVAL

PROPOSED

PAVEMENT REMOVAL

AND / OR

HMA SURFACE REMOVAL

ROADSIDE / SITE

TYPE III BARRICADE

MONUMENT PRESERVATION

ALIGNMENT POINT MONUMENT

CHANNELIZING DEVICE - CONE

CHANNELIZING DEVICE - DRUM

CITY LIMIT - MAP

GENERAL

CONTROL

CONCRETE MONUMENT

PLAT CORNER DETECTABLE WARNING SURFACE

RELOCATE - BY OTHERS

ADJUST - BY OTHERS

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

ANTENNA

BIG ROCK

FLAG POLE

PICNIC STOVE

PICNIC TABLE

SATELLITE DISH

CROSSING - GATE

CROSSING - SIGNAL BOX

CROSSING - SIGNAL FLASHING

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

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

LIGHTED ARROW PANEL - BAR

MESSAGE SIGN

PORTABLE CHANGEABLE

WORK AREA

TEMPORARY SIGN

LIGHTED ARROW PANEL

BORING

LIGHT - STEADY BURN TYPE C

LIGHT - HIGH INTENSITY TYPE B

TRAFFIC REGULATOR

TEMPORARY TRAFFIC SIGNAL

SECTION LINE - EIGHTH

SECTION LINE - QUARTER

SECTION LINE - SIXTEENTH

PROPERTY OWNERSHIP ARROW

CONTIGUOUS PROPERTY SYMBOL

PARCEL NUMBER BOX

ARROW - DOUBLE

PROPERTY OWNERSHIP

123456

SUSPENDED (EXISTING)

STRUCTURE - TRUSS (EXISTING)

STRUCTURE - CANTILEVER (EXISTING)

PRESERVE

PROTECT

A

B

C

R

S

SALV

ADJ

ADJ-B/O

REL-B/O

12345 OF S01

BADJ-

1REL-

TRAFFIC FLOW ARROW

TEMPORARY SPEED RADAR TRAILER

FCR-

BAND

CONTAMINATION - MONITORING WELL

EROSION CONTROL NUMBER

EROSION CONTROL - RIPRAP

WATER TABLE - ELEV

WETLAND SPOT

POTENTIALLY CONTAMINATED SITE

SHRUB

TREE - CONIFER

TREE - DECIDUOUS

TREE - STUMP

POST - CROSS STREET

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MIAve_Legend_Sheets.dgn

W

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

MANHOLE COVER

DROP INLET

FLOW DIRECTION ARROW

DRAINAGE STRUCTURE NUMBER

DITCH CENTERLINE

FUEL / PETROLEUM

WATER EDGE

UNDERDRAIN

CULVERT - EXISTING

STORM SEWER - EXISTING

STORM SEWER

TELEPHONE

TELEPHONE - OVERHEAD

TELEPHONE - OUT OF SERVICE

TELEPHONE BOX

TELEPHONE PEDESTAL

FIBER OPTIC MARKER

CATCH BASIN COVER

SEWER CLEANOUT ACCESS

GASOLINE FILLER PIPE

GASOLINE PUMP

GASOLINE UNDERGROUND TANK

CABLE MARKER

CABLE PEDESTAL

DRAINAGE

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 (DIA VARIES)

MANHOLE WITH COVER (DIA VARIES)

WATER MAIN

WATER MAIN - OUT OF SERVICE

WATER MAIN - TO BE REMOVED

IRRIGATION SPRINKLER HEAD

SERVICE METER

FIRE HYDRANT

DRAIN CASTING

GENERIC EXISTING UTILITIES

TELEPHONE MANHOLE

PETROLEUM PIPELINE

PETROLEUM PIPELINE - OUT OF SERVICE

PETROLEUM PIPELINE MARKER

PETROLEUM WELL

COMBINED SEWER - TO BE TAKEN OUT OF SERVICE

SEWER - TO BE TAKEN OUT OF SERVICE

WATER MAIN - TO BE TAKEN OUT OF SERVICE

STEAM

STEAM

STEAM - OUT OF SERVICE

STORM SEWER - TO BE REMOVED

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

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Hh

Mh

T

T

T-

T-

R&S

S

S

F

E

COILED WIRE

GROUND

METER

SERVICE DISCONNECT

GUY ANCHOR

FUSE

FUSE SWITCH

CIRCUIT BREAKER

SWITCH

CABLE

OUTLET BOX

OUTLET SINGLE

OUTLET TELEPHONE

POLE UTILITY

CONTROL EMERGENCY PREEMPTION OPTICOM

CONTROLLER CABINET - POLE MOUNTED

TRANSFORMER - POLE MOUNTED

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

SERVICE METER

WIRELESS VEHICLE DETECTION SENSOR

WIRELESS VEHICLE DETECTION RADIO REPEATER

WIRELESS VEHICLE DETECTION RADIO RECEIVER

PEDESTRIAN PUSHBUTTON

PEDESTRIAN PEDESTAL

CASE SIGN (1-WAY OR 2-WAY)

CASE SIGN (4-WAY)

ANTENNA

TRANSFORMER - PAD MOUNTED

MANHOLE

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

SIGNAL HEAD

ITS CABINET

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

HANDHOLE, ROUND, COMMUNICATIONS

HANDHOLE, ROUND, ELECTRIC

ITS / SIGNALS

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

SERVICE DISCONNECT

TO BE REMOVED

COMMUNICATIONS CABLE IN CONDUIT -

POLE MAST ARM (LENGTH VARIES)

LIGHTING

WIRELESS LINK

ARCHITECTURALELECTRICAL

DEDICATED SHORT RANGE COMMUNICATIONS

CABLING / WIRING DIAGRAM

SWITCH THREE WAY

LIGHT RECESSED FIXTURE

WALL BRACKET FIXTURE

EXIT SIGN WITH EMERGENCY LIGHT

MOTOR

POLE UTILITY - EXISTING

LIGHT STANDARD SINGLE ARM - EXISTING

LIGHT STANDARD DOUBLE ARM - EXISTING

DYNAMIC MESSAGE SIGN - EXISTING

ITS CABINET - 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

UNDERBRIDGE - EXISTING

LUMINAIRE WALL MOUNTED

LUMINAIRE WALL MOUNTED UNDERBRIDGE

CONTROL PANEL - EXISTING

CONTROL PANEL

LIGHT STANDARD POST TOP

LIGHT STANDARD POST TOP - EXISTING

TO BE REMOVED & SALVAGED

LIGHT STANDARD EXISTING -

LIGHT POLE - TEMPORARY

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

SIGNAL HANDHOLE - 4 FOOT SQUARE

SIGNAL HANDHOLE - POLYMER CONCRETE

SIGNAL HANDHOLE - 3 FOOT ROUND

SIGNAL HANDHOLE - 2 FOOT ROUND

SIGNAL 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

Mohamed.Benhasan

DATE: 06/23/2023 CS: 13062 NOTE SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: NEUBAUER JN: 218539A M-96/MICHIGAN AVE M-96

NOTE

SECT 1

FILE: MIAve_Note.doc TSC: MARSHALL

GENERAL NOTES

UTILITIES

MISS DIG/UNDERGROUND UTILITY NOTIFICATION

Contact MISS DIG System, Inc. for the protection of underground utilities and in 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 excavating, excluding weekends and holidays.

ROW / REAL ESTATE

PROPERTY OWNERS

The names of property owners shown on the plans are for information only, and their accuracy is not guaranteed.

LAWN SPRINKLER SYSTEMS AND LANDSCAPING

Notify owners of existing lawn sprinkler systems and/or landscaping (in writing with a copy sent to the Engineer) two weeks in advance of any work to be done that will affect those systems and/or landscaping. If the property owner fails to relocate the lawn sprinkler system prior to the Contractor beginning work, and if the Contractor cuts the system during the construction, cap the system pipe, and witness the location of the cap with a wooden stake for the property owner’s use. Place the salvaged sprinkler heads on the property owner’s property. If the property owner fails to relocate the landscaping prior to the Contractor beginning work, carefully salvage the landscaping items and stockpile them on the property owner’s property for the property owner. This work is included in other items of the project. Any other modification to the lawn sprinkler systems and/or landscaping, is the responsibility of the owner and is not part of this contract.

OLD PLANS

OLD ROAD PLANS

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

- M-96/Michigan Ave Proposed Typical Section

EARTHWORK

EARTHWORK

Earthwork quantities are computed by the prismoidal method based upon ground and LiDAR survey information.

SLOPES

Construct Class A slopes on this project.

EARTH DISTURBANCE LIMITS

Limit earth disturbance to 10’ beyond the slope stake line or to the ROW line whichever is less 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

Place 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 blanket as directed by the Engineer.

BASES

AGGREGATE BASE

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

TURF ESTABLISHMENT

SEED MIXTURE

Use symbol TUF for the permanent turf seed mixture.

SIGNS

EXISTING SIGN RELOCATION

Salvage and reset any permanent signs requiring 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.

Contact Mike Kovalchick, (888) 645-6467 from Michigan Logos, at least two weeks prior to construction to remove / relocate Michigan Logo or tourist oriented directional signs.

PLAN SCALE

The final plans submitted with the proposal are not to scale. Fabricate proposed signs and structures shown on plan sheets in accordance with Typical Plans, Standards, and/or Details at locations described.

SIGN LAYOUT

Use the current English edition of "Standard Highway Signs" manual or details in plans for proposed sign layouts. Use the "SignCAD" software to determine the legend length.

SIGN INSTALLATION

Place nylon washers between the steel washer and the sign face sheeting.

The nylon washers are to be considered part of the attaching devices and hardware. Use nylon washers with have a 3/8-inch inner diameter, a 7/8-inch outer diameter and a 1/16-inch thickness.

REMOVAL & SALVAGE

Maintain existing overhead signs until the new signs are installed.

Carefully remove, haul and stockpile the Type I Signs (aluminum extruded sections), cantilevers, trusses, bridge connections, steel breakaway columns and all attaching or fastening devices for these items that are the property of MDOT at: MDOT Operations Field Services Division Statewide Sign Shop, 6333 Lansing Rd, Lansing, Michigan 48917.

Include the costs for temporary stock piling (on site), loading, unloading, and hauling of these items in the Pay Item Transporting Salv MDOT Materials.

Remove and return to MDOT, the Adopt-A-Highway bottom panel signs called for removal in the project to MDOT at no additional charge to the department. Do not return to MDOT, the Adopt-A-Highway top panel signs called for removal in the project.

GUARDRAIL REMOVAL

Remove guardrail after all signs, supports and foundations behind the guardrail have been removed, unless otherwise approved by the Engineer.

FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: ) Insert

DATE: 06/23/2023 CS: 13062 MISCELLANEOUS QUANTITIES SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: NEUBAUER JN: 218539A M-96/MICHIGAN AVE M-96

MSCQNT

SECT 1

FILE: MIAve_MscQnt.doc TSC: MARSHALL

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 and profile sheets

JN208481A

Quantity Unit Pay Item Description

1 LSUM Mobilization, Max 2036 Dlr HMA Quality Initiative 3240 Dlr Longit Joint Density Quality Initiative 1 LSUM Contractor Staking 4 Hr Staking Plan Errors and Extras, Max $180/Hour

MAINTAINING TRAFFIC

The following items of work shall be done as they apply throughout the project. These items are not detailed or included on the plan and profile sheets:

JN208481A

Quantity Unit Pay Item Description

160 Ea Plastic Drum, Fluorescent, Furn 160 Ea Plastic Drum, Fluorescent, Oper 512 Sft Sign, Type B, Temp, Prismatic, Furn 512 Sft Sign, Type B, Temp, Prismatic, Oper 7040 Ft Pavt Mrkg, Wet Reflective, Type R, Tape, 4 inch, White, Temp 7040 Ft Pavt Mrkg, Wet Reflective, Type R, Tape, 4 inch, Yellow, Temp 12 Ea Rumble Strip, Temp, Portable, Furn 12 Ea Rumble Strip, Temp, Portable, Oper 1 LSUM Traf Regulator Control 2 Ea Lighted Arrow, Type C, Furn 2 Ea Lighted Arrow, Type C, Oper

CS:

JN:

TSC:

DATE:

HORZ. (FT)

06/23/23

TYP

TYPICAL CROSS SECTIONS

MIAve_TYP_001.dgn

EX 99' LA ROW

EX 99' LA ROW

12'12' 8'8' 1' GRAVEL SHLDR1' GRAVEL SHLDR

HMA SHLDR HMA SHLDRHMA EB LANEHMA WB LANE

EX GRADE

EX GRADE

EX HMA

EX CONC

EXEX EX EX

EX 1.5" HMA OVERLAY

EXISTING MICHIGAN AVE NORMAL SECTION

VARIES 0' TO 12' 112'VARIES 2' - 8'

CENTER TURN LANEWB LANE

EX HMA

EX CONC

EX EX

NON-LEGAL ALI

M-96/MICHIGAN AVE

EX 1.5" HMA OVERLAY

NORMAL SECTION

PROPOSED MICHIGAN AVE

STA 115+65.37 (POB) TO STA 126+45.26 (POE)

SECTION APPLIES TO:

EX

12'

EB LANE

EX

2%

VARIES 2' - 8'

SHLDR

STA 116+03.57 TO STA 119+33.57

0' TO 12' :

STA 119+33.57 TO STA 123+15.26

12'

STA 115+64.98 (POB) TO STA 126+45.26 (POE)

SECTION APPLIES TO:

4%

0' TO 12' 2' SHLDR

RIGHT TURN LANE

1'

AGGREGATE BASE, 6 INCH

NORMAL SECTION

PROPOSED MICHIGAN AVE

STA 115+65.37 (POB) TO STA 119+40.37

SECTION APPLIES TO:

STA 123+15.26 TO STA 126+45.26

12' TO 0' :

APP-1

4%

:1

1'

PAID FOR AS EXCAVATION, EARTH

GRADE TO THIS LINE

PAID FOR AS EXCAVATION, EARTH

GRADE TO THIS LINE

4%

7 INCH

SHLD, CL II,

:1

EMBANKMENT, CIP

1'

AGGREGATE BASE, 6 INCH

AGGREGATE BASE, 6 INCH

NON-LEGAL ALI

M-96/MICHIGAN AVE

EX GRADE

STA 115+65.37 TO STA 117+90.37

0' TO 12' :

STA 117+90.37 TO STA 119+40.37

12':

* FOR INFORMATION ONLY

0.05-0.15 GAL* BOND COAT

BASE COURSE58-22330HMA, 3EML

LEVELING COURSE64-28220HMA, 4EML

TOP COURSE, AWI=26064-28220HMA, 4EML

AS SHOWN ON PLANS CONSISTING OF:APP-1

WIDENING

M-96/ MICHIGAN AVE

BASE COURSE58-22330HMA, 3EML3EML

LEVELING COURSE64-28220HMA, 4EML4EML

TOP COURSE, AWI=26064-28220HMA, 4EML4EML

SHOULDERS

M-96/ MICHIGAN AVE

REMARKSPERFORMANCE GRADERATE LBS PER SYDITEMIDENT NO.ROADWAY

HMA APPLICATION ESTIMATE

EX GRADE

EX GRADE

HMA SURFACE

COLD MILLING

(2" DEPTH)

4EML

4EML

4EML

3EML

4EML

4EML

3EML

5'

TYPE A (TYP)

SLOPE RESTORATION, NON-FREEWAY,

SUBBASE, CIP (TYP)

6"

6"

5'

6"

6"

SUBBASE, CIP (TYP)

TYPE A (TYP)

SLOPE RESTORATION, NON-FREEWAY,

7 INCH

SHLD, CL II,

:1

SUBBASE, CIP (TYP) 7 INCH

SHLD, CL II,

5'

6"

6" TYPE A (TYP)

SLOPE RESTORATION, NON-FREEWAY,

2%2%

Mohamed.Benhasan

S68°35'39"E S68°41'05"E116 117 118 119 120 121 122 123 124 125 126 127 128

OH e&catv

2.4

3.4

3.4

7 92 4.8

5.0

5.0

6.1

6.1

6.4

7.0

T

CS:

JN:

TSC:

DATE:

06/23/23

REM

REMOVAL

MIAve_Rem_001.dgn

B

M

IC

H

IG

A N

A V

E W

B M

IC

H

IG

A

N A

V E

W B

M

IC

H

IG

A N

A V

E E

B M

IC

H

IG

A

N A

V E

N

CRITICAL UTILITY

CAUTION -

CRITICAL UTILITY

CAUTION -

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

POE STA: 126+45.26

EX HMA

EX HMA

EX HMA

EX HMA

E X

R

O W

E X

R

O W

NON-LEGAL ALI

M-96/MICHIGAN AVE

MARSHALL TOWNSHIP

T 2S , R6W

SECTION 28

MARSHALL TOWNSHIP

T 2S , R6W

SECTION 28

REMOVAL QUANTITIES - THIS SHEET

365 Syd Cold Milling HMA Surface

Pavt Mrkg, Longit, 6 inch or Less Width, Rem Ft2160

HMA Surface, Rem Syd1920

Cyd Excavation, Earth2183

JN 218539

POB STA: 115+65.37

E: 12947255.34

N: 282725.49

E: 12948260.79

N: 282331.32

STA 110+70 TO STA 112+35 AND STA 128+10 TO STA 129+75.

2. COLD MILL WETBOUND CORRUGATIONS FROM STATION

STA 112+35 TO STA 114+00 AND STA 129+75 TO STA 130+40.

2. COLD MILL EASTBOUND CORRUGATIONS FROM STATION

1. COLD MILL CENTERLINE CORRUGATIONS FROM POB TO POE.

:NOTE

Mohamed.Benhasan

S68°35'39"E S68°41'05"E116 117 118 119 120 121 122 123 124 125 126 127 128

2.4

3.4

3.4

7 92 4.8

5.0

5.0

6.1

6.1

6.4

7.0

T

MARSHALL

NEUBAUER

13062

MARSHALL MEGASITE CONST DRIVE LAYOUT

MIAve_Con_001.dgn

CON

06/23/23 CS:

JN:

TSC:

DATE:

R

R

16'

150'225' LANE TAPER

' 1

E B

M

IC

H

IG

A N

A V

E W

B M

IC

H

IG

A

N A

V E

W B

M

IC

H

IG

A N

A V

E E

B M

IC

H

IG

A

N A

V E

N

POB STA: 115+65.37

CRITICAL UTILITY

CAUTION -

CRITICAL UTILITY

CAUTION -

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

.3

.3

.3

FLAMMABLE MATERIAL

HAZARDOUS OR

CRITICAL UTILITY

CAUTION -

POE STA: 126+45.26

NON-LEGAL ALI

M-96/MICHIGAN AVE

E X

L

A R

O W

E X

L

A R

O W

MARSHALL TOWNSHIP

T 2S , R6W

SECTION 28

0' TO 12'

MARSHALL TOWNSHIP

T 2S , R6W

SECTION 28

225' SHLDR TAPER

8' TO 2'

.3

.3

RT TURN LANE

E: 12948260.79

N: 282331.32

E: 12947255.34

N: 282725.49

E: 12947614.51

N: 282536.08 E: 12947676.24

N: 282525.60

CONSTRUCTION QUANTITIES - THIS SHEET

Erosion Control, Silt Fence Ft200

Slope Restoration, Non-Freeway, Type A1200 Syd

Ea Post, Rigid, Delineator 7

Delineator Reflector, White Ea7

Syd Shld, CI II, 7 inch 240

Cyd Subbase, CIP1213

Aggregate Base, 6 inch Syd2406

Ton HMA Approach306

Ton HMA, 3EML299

Ton HMA, 4EML413

Cyd Embankment, CIP469

JN 218539

16'

OTHERS.

LIMITS TO BE CONSTRUCTED BY

DRIVEWAY BEYOND RIGHT-OF-WAY

MAINTAINING TRAFFIC TYPICAL 127-NFW-SHIFT-0LC.

1. DURING CONSTRUCTION, MAINTAIN VEHICULAR TRAFFIC PER MDOT

NOTE:

Mohamed.Benhasan

2.4

3.4

3.4

7 92 4.8

5.0

5.0

6.1

6.1

6.4

7.0

T

CS:

JN:

TSC:

DATE:

06/23/23

PVMK

SIGNING & PAVEMENT MARKING

MIAve_Sign_001.dgn

9 Sft Sign, Type IIIB

R3-7R (36")

28 Ft 2-Post, Steel, 3 lb

RIGHT

MUST

LANE

RIGHTTURN

9 Sft Sign, Type IIIB

R3-7R (36")

28 Ft 2-Post, Steel, 3 lb

RIGHT

MUST

LANE

RIGHTTURN

7.5 Sft Sign, Type IIIB

R3-8d (36" X 30")

26 Ft 2-Post, Steel, 3 lbY YL LN NO O

7.5 Sft Sign, Type IIIB

R3-8c (36" X 30")

26 Ft 2-Post, Steel, 3 lbY YL LN NO O

9 Sft Sign, Type IIIB

R3-7L (36")

28 Ft 2-Post, Steel, 3 lb

LEFT

MUST

LANE

LEFTTURN

9 Sft Sign, Type IIIB

R3-7L (36")

28 Ft 2-Post, Steel, 3 lb

LEFT

MUST

LANE

LEFTTURN

330' LANE SHIFT

330' LANE SHIFT

330' LANE SHIFT

E B

M

IC

H

IG

A N

A V

E W

B M

IC

H

IG

A

N A

V E

W B

M

IC

H

IG

A N

A V

E E

B M

IC

H

IG

A

N A

V E

N

.5

.5

.2

.2

.2

.2

POE STA: 126+45.26

E X

L

A R

O W

E X

L

A R

O W

MARSHALL TOWNSHIP

T 2S , R6W

SECTION 28

E: 12948260.79

N: 282331.32

POB STA: 115+65.37

E: 12947255.34

N: 282725.49

MARSHALL TOWNSHIP

T 2S , R6W

SECTION 28

330' SHLDR SHIFT

330' SHLDR SHIFT

330' SHLDR SHIFT

.2

.2

.5

.5

.2

.2

(SOLID EDGE LINE)

POLYUREA, 4 INCH, WHITE

PAVT MRKG, WET REFLECTIVE

(SOLID EDGE LINE)

POLYUREA, 4 INCH, WHITE

PAVT MRKG, WET REFLECTIVE

(DOUBLE SOLID LINE)

POLYUREA, 4 INCH, YELLOW

PAVT MRKG, WET REFLECTIVE (SOLID EDGE LINE)

POLYUREA, 6 INCH, WHITE

PAVT MRKG, WET REFLECTIVE(SOLID EDGE LINE)

POLYUREA, 6 INCH, WHITE

PAVT MRKG, WET REFLECTIVE

PAVEMENT MARKING QUANTITIES - THIS SHEET

Pavt Mrkg, Wet Reflective Polyurea, 6 inch, White Ft 2200

Pavt Mrkg, Wet Reflective Polyurea, 4 inch, Yellow Ft 3254

Pavt Mrkg, Wet Reflective Polyurea, 4 inch, White Ft 315

Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arrow Sym Ea 2

Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arrow Sym Ea 2

Pavt Mrkg, Polyurea, 24 Inch, Stop Bar Ft49

JN 218539

SIGNING QUANTITIES - THIS SHEET

Sign, Type IIIB Sft 51

Post, Steel, 3 Pound Ft 164

JN 218539

LT TURN ARROW SYM

PAVT MRKG, OVLY COLD PLASTIC,

RT TURN ARROW SYM

PAVT MRKG, OVLY COLD PLASTIC,

LT TURN ARROW SYM

PAVT MRKG, OVLY COLD PLASTIC,

24 INCH STOP BAR

PAVT MRKG, POLYUREA,

(DOUBLE SOLID LINE)

POLYUREA, 4 INCH, YELLOW

PAVT MRKG, WET REFLECTIVE

Mohamed.Benhasan

TSC:

DATE:

DATE NO. DATENO.

PAVEMENT

4% 4%

SEED, FERTILIZE, AND MULCH AS SPECIFIED ON PLANS

TYPICAL SLOPE AND DITCH PROTECTION

MULCH BLANKET SPILLWAY DITCH

PAVEMENT

BRACING DETAILBRACING - VERTICAL STAKES

TRIPOD GUYING DETAIL

18' MIN. HIGH VELOCITY MULCH BLANKET

MEDIAN DITCH

R-100-I

LOOSEN SUBSOIL

PREPARED SOIL

TREE TRUNK

STEEL T-POST

ROOT BALL.

SPACED TO AVOID

STEEL T-POSTS

M

IN

M

IN

TAPER MULCH TO TRUNK.

TO COVER ENTIRE PLANTING HOLE.

4" SHREDDED BARK MULCH

TREE TRUNK

2" x 4" STAKES

STAPLE

/3

T O

T A

L H

E

IG

H T

O F

E V

E R

G R

E E

N

M I N

M

IN

PREPARED SOIL

LOOSEN SUBSOIL

IN UNDISTURBED SOIL

NOTCHED STAKE

TAPER MULCH TO TRUNK.

TO COVER ENTIRE PLANTING HOLE.

4" SHREDDED BARK MULCH

PAVED SHOULDER

AGGREGATE

PAVEMENT

BACKSLOPE

(SEE NOTES)

DITCH

SEE DETAIL A

AS SPECIFIED ON PLANS

AND MULCH

SEED, FERTILIZE,

PAVED SHOULDER

AGGREGATE

PAVEMENT

GROUND

UNDISTURBED

SEE DETAIL A

6" TO 10"

OR EARTH

AGGREGATE

3" TO 4"

B.L.T.

W.K.P. 4 4

DETAIL A

SEE DETAIL A

ABOVE DITCH BOTTOM

VERTICAL HEIGHT OF 1'-0"

AS SPECIFIED ON PLANS TO

HIGH VELOCITY MULCH BLANKET

SEE DETAIL ASEE DETAIL A

ON GUARDRAIL FILL SLOPE

MULCH BLANKET

MULCH BLANKET

ANCHOR

AND TREE PLANTING

SEEDING

AND TREE PLANTING

SEEDING

USE STANDARD MULCH BLANKET ON FILL SLOPES FLATTER THAN 1:2

USE HIGH VELOCITY MULCH BLANKET ON FILL SLOPES 1:2 OR STEEPER

TAPER MULCH TO TRUNK.

TO COVER ENTIRE PLANTING HOLE.

4" SHREDDED BARK MULCH

(MIN. LENGTH) RUBBER HOSES.

INTERLOCK NEW ½" x 12"

RUBBER HOSE,

TREE IN ALL DIRECTIONS.

ALLOWING ½" MOVEMENT OF

WIRE SHALL BE SEMI-TAUGHT,

#11 GALVANIZED WIRE

RIDGES OF THE T-POST.

AND BETWEEN OUTSIDE

WRAPPED ONE REVOLUTION

#11 GALVANIZED WIRE

SIDE OF THE PLANT.

OR 8' IN HEIGHT WITH ONE STAKE ON THE WESTERLY

BRACE DECIDUOUS TREES LESS THAN 2" IN CALIPER

OR MORE IN HEIGHT WITH TWO STAKES.

BRACE DECIDUOUS TREES 2" TO 4" IN CALIPER OR 8'

GUYING - TRIPOD METHOD

SLOPE PLANTING

ROOT BALL

SPACED TO AVOID

STEEL T-POSTS

LOOSEN SUBSOIL

PREPARED SOIL

M

IN

IN HEIGHT WITH TWO STAKES.

HEIGHT WITH THE TRIPOD METHOD AND UNDER 6'

GUY EVERGREENS OVER 4" IN CALIPER OR 6' IN

TREE IN ALL DIRECTIONS.

ALLOWING ½" MOVEMENT OF

WIRE SHALL BE SEMI-TAUGHT

#11 GALVANIZED WIRE,

(MIN. LENGTH) RUBBER HOSES.

INTERLOCK NEW ½" x 12"

RUBBER HOSE,

INSTALL IN VERTICAL POSITION.

SPACED TO AVOID ROOT BALL,

STEEL T-POSTS

SHOULDER

PAVED

SHOULDER

AGGREGATE

SHOULDER

PAVED

SHOULDER

AGGREGATE

8-3-2021 R-100-I8-3-2021

MULCH BLANKET

* 8'

MULCH BLANKET

* 8'

MULCH BLANKET

* 8'

PAVEMENTS HAVING A RATE OF SUPERELEVATION GREATER THAN 5%.

5% OR LESS. HIGH VELOCITY MULCH BLANKET SHALL BE USED ON THE LOW SIDE OF

SUPERELEVATED SECTIONS, AND LOW SIDES OF PAVEMENTS HAVING A SUPERELEVATION OF

MULCH BLANKET SHALL BE USED ON BOTH SIDES OF NORMAL SECTIONS, HIGH SIDES OF ALL

* NOTE:

1.5 x DIAMETER OF ROOT BALL

AT FINISHED GRADE

ROOT FLARE TO BE SET

AT FINISHED GRADE

ROOT FLARE TO BE SET

OF ROOT BALL

1.5 x DIAMETER

1.5 x DIAMETER OF ROOT BALL

FINISHED GRADE

TO BE SET AT

ROOT FLARE

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

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

DRAWN BY:

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

Michigan Department of Transportation

BUREAU OF DEVELOPMENT STANDARD PLAN FOR BUREAU OF DEVELOPMENT STANDARD PLAN FOR

APPROVED BY:

APPROVED BY:

Paul C. Ajegba

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

DIRECTOR, BUREAU OF DEVELOPMENT

Mohamed.Benhasan

TSC:

DATE:

DATE NO. DATENO.

4 4

R-96-SERIES.

CONSTRUCTION AS AN EROSION CONTROL MEASURE. SEE STANDARD PLAN

ITEMS CALLED FOR ON THIS STANDARD MAY ALSO BE USED DURING

CONTROL.

ALL DITCHES SHOULD HAVE HIGH VELOCITY MULCH BLANKET FOR EROSION

ADHESIVE OR WITH A MULCH NET.

MULCH BLANKET OR STANDARD MULCH ANCHORED IN PLACE WITH A MULCH

THE REMAINING AREAS WILL BE SEEDED, FERTILIZED, AND MULCHED WITH

WILL BE SEEDED, FERTILIZED, AND MULCHED WITH MULCH BLANKET.

THE FIRST 8' BEHIND THE CURB OR SHOULDER IN URBAN MEDIAN AREAS

ANCHORING MULCH IS REQUIRED WHERE MULCH BLANKET IS INSTALLED.

FERTILIZED, AND TOPSOILED AS SPECIFIED ON PLANS. NO MULCH OR

ALL AREAS WHERE MULCH BLANKET IS CALLED FOR SHALL BE SEEDED,

AND TREE PLANTING

SEEDING

SLOPE.

BACKSLOPE RESTORATION TREATMENT SHALL BE THE SAME AS THE FRONT

PLANS AND CURRENT SPECIFICATIONS.

WHICH INCLUDES SEEDING WITH MULCHING, WILL BE ACCORDING TO THE

DESIGN AND MATERIALS USED TO CONSTRUCT THE COMPLETE SECTION,

AS THESE ITEMS RELATE TO ROADWAY CONSTRUCTION. THE ACTUAL

THIS STANDARD ILLUSTRATES THE TYPICAL USE OF SEEDING WITH MULCH,

SEEDING NOTES:

PACK FIRMLY, AND PUDDLE WITH WATER.

FILL PREPARED SOIL TO ½ THE DEPTH OF THE ROOT BALL,

FLUSH WITH SURROUNDING GROUND LEVEL.

BACKFILL WITH PREPARED SOIL WHICH, AFTER COMPACTION, IS

OF PLANT POCKET TO BREAK ANY GLAZING CAUSED BY DIGGING.

LOOSEN SUBSOIL TO A DEPTH OF 4". LOOSEN EARTH ON SIDES

PLANTING NOTES:

BRACE AND GUY.

COVER ENTIRE PLANT POCKET AREA WITH 4" MULCH. PRUNE AND

IMMEDIATELY.

ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE -

SHALL BE COMPLETELY REMOVED AT THE TIME OF PLANTING.

WHEN PLANTS ARE FURNISHED IN CONTAINERS, CONTAINERS

DEPTHS ARE SHOWN AFTER SETTLING.

TREE HEIGHTS ARE SHOWN BEFORE PRUNING. TREE PLANTING

INACCESSIBLE TO VEHICLES.

RESPECTIVELY OF THE NEAREST EDGE OF METAL - EXCEPT WHERE

TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN 50' AND 30'

ROOT BALL

SPACED TO AVOID

STEEL T-POSTS

LOOSEN SUBSOIL

PREPARED SOIL

M

IN

MIN.

18"

TAPER MULCH TO TRUNK.

TO COVER ENTIRE PLANTING HOLE.

4" SHREDDED BARK MULCH

BRACING - SEE DETAIL

MULTIPLE STEM TREES

AS PER PLANS

TAPER MULCH TO TRUNK.

TO COVER ENTIRE PLANTING HOLE.

4" SHREDDED BARK MULCH

1 ON 2 SLOPE, TYP.

PREPARED SOIL

RAISED SHRUB BED DETAIL

PREPARED SOIL

M

IN

M

IN

FIRST AND SECOND WATERING AND CULTIVATION SHALL INCLUDE SHRUB BEDS.

SHRUB BEDS PRIOR TO PLANTING AND BARK PLACEMENT.

ON THE PLANS. SPRAY A NON-PERSISTANT GLYPHOSATE HERBICIDE TO ENTIRE

CUT 6" X 12" (MIN.) EDGING AROUND THE PERIMETER OF ALL SHRUB BEDS SHOWN

SHRUB BEDS ARE TO BE PAID FOR BY THE PAY ITEM 'SITE PREPARATION'.

THE MAIN VIEWING DIRECTION.

ALL PLANTS SHALL BE SET PLUMB AND HAVE THE BEST SIDE OF PLANT FACING

6"

MIN

SHRUB BED DETAIL

6"

MIN

6"

MIN

LOOSEN SUBSOIL

M

IN

M

IN

M

IN

MI

N

SHRUB BED EDGING DETAIL

M I N

3 4

AND TREE PLANTING

SEEDING

PERENNIAL BEDS ARE TO BE PAID FOR BY THE PAY ITEM 'SITE PREPARATION'.

COVER ENTIRE PLANT POCKET AREA WITH 4" MULCH AS SHOWN.

FOR SHIPPING, STORAGE AND HANDLING REQUIREMENTS.

REFER TO THE "SPECIAL PROVISIONS FOR BARE ROOT PLANTING"

PRIOR TO PLANTING.

MAINTAIN ROOT MOISTURE BY KEEPING ROOTS IMMERSED IN WATER

SPECIALIST.

ROOTS, AND AS REQUIRED BY THE DISTRICT FORESTER OR RESOURCE

ROOT PRUNE AS NECESSARY TO REMOVE ALL DAMAGED OR BROKEN

ACCOMODATE ROOT MASS.

DIG PLANTING HOLES AT LEAST 12" WIDE AND 12" DEEP TO

POSITION AT A DEPTH EQUAL TO THE DEPTH AT THE NURSERY.

SET PLANTS PLUMB WITH THE ROOTS SPREAD PUT IN A NATURAL

WITH THE GROUND AFTER COMPACTION.

POCKETS ADJACENT TO THE ROOTS. BACKFILL SHOULD BE FLUSH

SOIL MASS THAT PREVENTS COMPACTION AND MAY RESULT IN AIR

SHOULD BE TAKEN NOT TO OVERWATER, CAUSING A FLOATING

USED TO ENSURE SATURATION OF THE BACKFILL, BUT CARE

AROUND THE ROOTS WITH WATER. SUFFICIENT WATER SHALL BE

HOLD PLANT FIRMLY AND PUDDLE (NOT TAMP) THE BACKFILL

PERENNIALS ARE TO BE FULLY DEVELOPED TWO YEAR #2 CONTAINER PLANTS.

FIRST AND SECOND WATERING AND CULTIVATION SHALL INCLUDE PERENNIAL BEDS.

12" OF PREPARED SOIL.

ENTIRE PERENNIAL BED SHALL BE EXCAVATED DOWN 12" AND REPLACED WITH

TAPER MULCH TO TRUNK.

COVER ENTIRE PLANT BED.

4" SHREDDED BARK MULCH

PERENNIAL PLANTS

LOOSEN SUBSOIL

PREPARED SOIL

TAPER MULCH TO TRUNK.

COVER ENTIRE PLANT BED.

2" - 3" MULCH

DEPTH

CONTAINER

1½ x

D E

P T

H

C O

N T

A

IN

E R

½ x

PLANTING BARE ROOT PLANT MATERIAL

PREPARED SOIL

LOOSEN SUBSOIL

TAPER MULCH TO TRUNK.

COVER ENTIRE PLANT BED.

4" SHREDDED BARK MULCH

12" MIN

M

IN

BARE ROOT PLANTS

MEDIAN PLANTING

NOT TO SCALE

40'40' 70'

70' 40'

T Y

P

PLANTING ZONE LIMITS

150'

T Y

P

FROM CENTERLINE OF CROSSROADS.

PLANTINGS MUST BE A MINIMUM OF 150'

AND INTERMEDIATE TREES.

OF CURB IN THE TURN LANE FOR SHADE

MINIMUM SETBACK OF 10' FROM BACK

PLANTING ZONE LIMITS

70'

THRU LANE

THRU LANE

R-100-I8-3-2021 R-100-I8-3-2021

AT FINISHED GRADE

ROOT FLARE TO BE SET

FINISHED GRADE

TO BE SET AT

ROOT FLARE

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR BUREAU OF DEVELOPMENT STANDARD PLAN FOR

Mohamed.Benhasan