751-200116.JBB East Pipeline Drawings.pdf

ROBERTS, ISAAC W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\COVER SHEET.dwg - 9/27/2022

EAST PIPELINE CULVERT REPLACEMENT

DICKINSON COUNTY

FELCH TOWNSHIP

T43N, R29W, SECTION 33

STATE or COUNTY MAP

(NOT TO SCALE)

SITE LOCATION MAP

(NOT TO SCALE)

PREPARED FOR:

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT, AND BUDGET

3111 WEST ST. JOSEPH ST

LANSING, MI 48917

(906) 643-6181

GEI PROJECT NO. 2104383

DTMB FILE NO. 751/20116.JBB

SITE

SOURCE:

2021 MICROSOFT AERIAL IMAGERY

SOURCE:

MICHIGAN ROAD MAP

For Bid Not For Construction

NO. DATE ISSUE/REVISION APP

A 9/30/2022 ISSUE FOR BID INR

GMM

Consultants

PREPARED BY:

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

DWG. NO.

SHEET NO.

G-001

G-001

SITE

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS AND SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

46°04'59.5"N 87°56'46.2"W

LER

ZA R

D

COUNTY ROAD 569

LEEMAN RD

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

M -95

M -95

SAGOLA

RANDVILLE

SHEET INDEX

Sheet Number Sheet Title

G-001 COVER SHEET

G-002 GENERAL NOTES AND LEGEND

C-100 TRAFFIC CONTROL PLAN

C-110 EXISTING CONDITIONS & DEMOLITION PLAN

C-120 PROPOSED CONDITIONS

C-130 EXCESS SPOILS AREA

C-210 PIPE LINE RD PROFILE

C-220 RIVER PROFILE

C-310 STREAM CROSS SECTIONS

C-410 DETAILS (1 OF 2)

C-420 DETAILS (2 OF 2)

PIPELINE LINE RD

Number

C101

L101

C102

BEGIN STA

-0+00

1+00.22

1+65.46

END STA

1+00.22

1+65.46

2+24.27

LENGTH

99.17

65.24

58.72

BEGIN NORTHING

475345.17

475,438.73

475503.72

BEGIN EASTING

26,006,607.74

26,006,640.63

26,006,646.32

END NORTHING

475,438.73

475,503.72

475,561.44

END EASTING

26,006,640.63

26,006,646.32

26,006,657.15

DIRECTION

N33° 43' 05"E

N5° 00' 31"E

N5° 00' 31"E

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

P.E. No.: 64048

INR

GENERAL NOTES

AND LEGEND

G-002

LINE TYPES

SYMBOLS

DISCIPLINE IDENTIFIER

INSTRUMENTATION

DISCIPLINE

KEY PLAN

GENERAL

K

I

G

C-1.0

DISCIPLINE IDENTIFIER

INDICATES DETAIL NUMBER

INDICATES DRAWING NUMBER ON WHICH SECTION IS DRAWN

DETAIL

10-A-1

INDICATES SECTION DESIGNATION

20-A-2 A

SHEET REFERENCE NUMBER

DETAILS

PLUMBING

ELECTRICAL

ARCHITECTURAL

MECHANICAL/PROCESS

STRUCTURAL

CIVIL

D

P

E

A

M

C

S

SECTION LEGEND

DRAWING NUMBER DESIGNATION

INDICATES DRAWING NUMBER

ON WHICH DETAIL IS DRAWN

REMOVAL R

HATCH LEGEND

MATERIAL

DESCRIPTION

EXISTING

(DEMOLITION)

PATTERN

NEW

PROPOSED

PATTERN

DEMO EROSION BALES

GUARD POST/BOLLARD

SIGN POST

MISCELLANEOUS

PROPOSEDEXISTING DESCRIPTION

PK NAIL

DRAINAGE UTILITIES

PROPOSED DESCRIPTION

STM UG STORM MAINSTM

EROSION CONTROL

PROPOSED DESCRIPTION

SF SILT FENCE

EXISTING

EXISTING

EDGE OF WATER

LOC

MISCELLANEOUS

PROPOSED DESCRIPTION

GUARDRAIL

EXISTING

TREE LINE

LIMITS OF CONSTRUCTION

EDGE OF UNPAVED ROADWAY

ROW ROW RIGHT-OF-WAY

PARCEL LINE

TOPOGRAPHY

PROPOSED DESCRIPTION

MAJOR CONTOUR

EXISTING

MINOR CONTOUR

UTILITY REMOVALX

SURVEY BENCHMARK

SURVEY POINT

GENERAL NOTES:

1. ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, STRUCTURES, TREES,

ETC., NOT PLANNED FOR DEMOLITION OR REMOVAL THAT ARE DAMAGED OR

REMOVED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE

CONTRACTOR'S EXPENSE.

2. THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING

UTILITIES PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCIES WITH THE

CONSTRUCTION PLANS FOUND IN THE FIELD SHALL BE BROUGHT IMMEDIATELY

TO THE ATTENTION OF THE ENGINEER.

3. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE

REVEGETATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

HOWEVER, THE TYPE OF REVEGETATION MUST EQUAL OR EXCEED THE TYPE OF

VEGETATION PRESENT BEFORE CONSTRUCTION UNLESS OTHERWISE

SPECIFIED.

4. PRIOR TO ANY CONSTRUCTION, A PRECONSTRUCTION CONFERENCE BETWEEN

THE OWNER, THE CONTRACTOR, UTILITY COMPANIES, ANY AFFECTED PARTIES,

AND ANY OTHER ENTITY THE OWNER MAY REQUIRE SHALL CONVENE.

5. THE CONTRACTOR OR HIS/HER DESIGNATED AGENT SHALL KEEP ACCURATE

RECORDS OF ALL CONSTRUCTION THAT DEVIATES FROM THE PLANS. THE

CONTRACTOR OR HIS/HER DESIGNATED AGENT SHALL FURNISH THE ENGINEER

ACCURATE "AS-BUILT" DRAWINGS FOLLOWING COMPLETION OF ALL

CONSTRUCTION. THESE "AS-BUILT" DRAWINGS SHALL MEET WITH THE

SATISFACTION OF THE OWNER PRIOR TO FINAL ACCEPTANCE. FINAL “AS-

BUILTS” DRAWINGS SHALL BE DELIVERED TO THE ENGINEER IN PDF FORM AND

ON A CD/DVD IN CAD.DWG FORMAT.

6. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR OR HIS/HER DESIGNATED

AGENT SHALL APPLY FOR AND SECURE ALL PROPER PERMITS FROM THE

APPROPRIATE AUTHORITIES.

7. SURVEY CONDUCTED BY TRIMEDIA ENVIRONMENTAL & ENGINEERING, IN

DECEMBER OF 2021. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION.

8. CONTRACTOR TO NOTIFY MDNR A MINIMUM OF TWO WEEKS PRIOR TO ANY

ROAD CLOSURES.

9. THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN

INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF GEI

CONSULTANTS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF GEI CONSULTANTS.

PROJECT SAFETY NOTES:

1. PROJECT SAFETY SHALL BE IN ACCORDANCE WITH THE LAWS OF THE STATE OF

MICHIGAN AND THE MICHIGAN OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION'S CURRENT REGULATIONS.

TRAFFIC CONTROL NOTES:

1. ANY METHODS, STREET MARKINGS AND SIGNAGE NECESSARY FOR WARNING

MOTORISTS, WARNING PEDESTRIANS OR DIVERTING TRAFFIC DURING

CONSTRUCTION SHALL CONFORM TO THE MICHIGAN MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION.

2. ALL MARKERS, TRAFFIC BUTTONS, TRAFFIC CONTROLS AND SIGNS SHALL BE

INSTALLED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

HIGHWAYS, STREETS AND BRIDGES AND THE MICHIGAN MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITIONS.

CONSTRUCTION NOTES (APPLICABLE TO ALL SHEETS):

1. ALL FITTINGS AND ASSOCIATED APPURTENANCES SHALL BE STOCKPILED SUCH

THAT THEY DO NOT INTERFERE WITH THE SAFE AND FREE MOVEMENT OF

TRAFFIC. IF EQUIPMENT USES OR OBSTRUCTS ANY PORTION OF PUBLIC

ROADWAYS DURING THE PERFORMANCE OF THE WORK, PROPER TRAFFIC

CONTROL (INCLUDING FLAG PERSONS) SHALL BE REQUIRED.

2. CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT AND BRACING DURING

EXCAVATION, DEWATERING, AND BACKFILLING OPERATIONS TO PROTECT THE

STRUCTURAL INTEGRITY OF ALL SHOULDERS AND UTILITIES LOCATED WITHIN

THE PUBLIC ROAD RIGHT-OF-WAY. SHEETING AND BRACING SHALL BE

REQUIRED WHEN ANY EXCAVATION IS LOCATED WITHIN THE 1-ON-1 SLOPE

FROM THE SHOULDER POINT TO THE BOTTOM OF ANY EXCAVATION.

3. SAFETY REQUIREMENTS SHALL BE CONFORMED TO AND ALL OPERATIONS

SHALL BE CONDUCTED SO AS NOT TO DAMAGE, DESTROY, OR ENDANGER THE

INTEGRITY OF THE ROADWAY STRUCTURE. ALL WORK WITHIN THE PUBLIC

RIGHT-OF-WAY SHALL BE CONDUCTED IN ACCORDANCE WITH MIOSHA SAFETY

RULES AND REGULATIONS.

4. THE CONTRACTOR SHALL NOT BE PERMITTED TO PERFORM SITE CLEARING AND

GRUBBING OUTSIDE OF THE LIMITS INDICATED ON THE DRAWINGS WITHOUT

PRIOR WRITTEN PERMISSION OF THE OWNER.

5. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS AND BURY DEPTHS

OF ALL UTILITY CROSSINGS. THE LOCATIONS AND DEPTHS SHOWN ON THE

PLAN SHEETS ARE APPROXIMATE.

6. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SPECIFICATIONS TO THE

ENGINEER FOR APPROVAL.

7. IF THE CONTRACTOR DESIREE'S ALTERNATE CONSTRUCTION METHOD, THEY

WILL RESPONSIBLE FOR PERMIT REVISIONS.

EROSION AND SEDIMENT CONTROL NOTES:

1. EROSION CONTROL MEASURES, SITE WORK AND RESTORATION WORK SHALL BE

IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TECHNOLOGY,

MANAGEMENT, AND BUDGET SOIL EROSION AND SEDIMENT CONTROL

GUIDEBOOK OF BEST MANAGEMENT PRACTICES FOR MICHIGAN WATERSHEDS.

2. ALL SLOPES SHALL BE MULCH BLANKETED, SODDED OR SEEDED WITH

APPROVED GRASS, GRASS MIXTURES OR GROUND COVER SUITABLE TO THE

AREA PER PROJECT TECHNICAL SPECIFICATIONS.

3. SILT FENCES, ROCK BERMS, SEDIMENTATION BASINS AND SIMILARLY

RECOGNIZED TECHNIQUES AND MATERIALS SHALL BE EMPLOYED DURING

CONSTRUCTION TO PREVENT POINT SOURCE SEDIMENTATION LOADING OF

DOWNSTREAM FACILITIES. SUCH INSTALLATION SHALL BE REGULARLY

INSPECTED BY THE CONTRACTORS CERTIFIED STORM WATER OPERATOR FOR

EFFECTIVENESS. ADDITIONAL MEASURES MAY BE REQUIRED IF, IN THE OPINION

OF THE ENGINEER OR FIELD REPRESENTATIVE, THEY ARE WARRANTED.

4. ALL MUD, DIRT, ROCKS, DEBRIS, ETC., SPILLED, TRACKED OR OTHERWISE

DEPOSITED ON EXISTING PAVED STREETS, DRIVES AND AREAS USED BY THE

PUBLIC SHALL BE CLEANED UP IMMEDIATELY.

5. A FEE OF $500 PER DAY WILL BE IMPLEMENTED FOR FAILURE TO IMPLEMENT

ADEQUATE SOIL EROSION AND SEDIMENT CONTROL MEASURES.

GUARDRAIL, GUARDRAIL APPROACH AND GUARDRAIL DEPARTURE NOTES:

1. DETAILS SPECIFIED ON THIS STANDARD ARE ACCORDING TO THE

AASHTO-AGC-ARTBA JOINT COMMITTEE. TASK FORCE 13 PUBLICATION TITLED "A

GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE."

2. WOOD POSTS WITH 12" BEVELS AT THE TOP. THE LENGTH, WIDTH AND DEPTH OF

THE POST SHALL BE AS SPECIFIED ON THIS STANDARD AND THE POST BOLT

HOLES SHALL BE LOCATED TO ENSURE PROPER RAIL HEIGHT.

3. WOOD OFFSET BLOCKS WITH 12" BEVELS AT THE TOP AND BOTTOM OR A 1"

BEVELED TOP MAY BE USED IN LIEU OF WOOD BLOCKS WITHOUT BEVELS

SPECIFIED. THE LENGTH (FRONT AND BACK FACE), WIDTH AND DEPTH OF THE

BLOCK SHALL BE AS SPECIFIED ON THIS STANDARD AND THE POST BOLT HOLES

SHALL BE LOCATED TO ENSURE PROPER RAIL HEIGHT AND COMPATIBILITY WITH

POST HOLES.

4. WHEN THE FACE OF GUARDRAIL IS PLACED FLUSH WITH FACE OF CURB, THE

RAIL HEIGHT SHOULD BE MEASURED FROM THE FRONT EDGE OF THE GUTTER

PAN, WHICH IS THE POINT ON THE GUTTER PAN THAT IS CLOSEST TO THE EDGE

OF THE TRAVELED LANE. WHEN THE FACE OF THE GUARDRAIL PANEL IS

LOCATED BEHIND THE CURB THE RAIL HEIGHT SHOULD BE MEASURED FROM

THE GROUND JUST IN FRONT OF THE GUARDRAIL.

UTILITY AND CONSTRUCTION IN RIGHTS OF WAY NOTES:

1. ALL UTILITY AND CONSTRUCTION WORK DONE IN PUBLIC RIGHTS OF WAY OR

EASEMENTS MUST BE DONE IN ACCORDANCE WITH MICHIGAN DEPARTMENT OF

TRANSPORTATION AND ALL LOCAL STANDARDS AND SPECIFICATIONS.

MDOT CLASS II

MDOT 23A

EXISTING GROUND

STONE

EXISTING

EMBANKMENT

SUMMARY OF HYDRAULIC ANALYSIS

FLOOD

DATA

DISCHARGE

(CFS)

PROPOSED

WATER SURFACE

ELEV. AT U/S FACE

OF STRUCTURE

VELOCITY IN

D/S CHANNEL

(FPS)

WATERWAY

AREA (SF)

AT D/S FACE

100-YEAR 270 1227.78 8.73 16.97

HYDRAULIC ANALYSIS NOTES

1. FLOOD AND DISCHARGE ESTIMATES WERE PERFORMED BY MICHIGAN'S DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND

ENERGY (EGLE) AND ISSUED TO GEI ON FEBRUARY 25, 2022.

2. THE DRAINAGE AREA CONTRIBUTING TO THIS CROSSING IS 2.1 SQUARE MILES.

3. THE WATER SURFACE AND/OR ENERGY GRADE ELEVATIONS SHOWN ON THE ABOVE HYDRAULIC TABLE ARE TO BE USED FOR

COMPARISON PURPOSES ONLY AND ARE NOT TO BE USED FOR ESTABLISHING A REGULATORY FLOODPLAIN.

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\GENERAL NOTES.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

P

IP

EL

IN

E R

O A

D C

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ER

T

R

EP

LA

C

EM

EN

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D

IC

KI

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SO

N

C O

U N

TY

, M

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For Bid Not For Construction

SOIL BORINGB-1

ROAD

CLOSED

BRIDGE

CLOSED

AHEAD

TYPE III BARRICADES WITH LIGHTS

TYPE III BARRICADES WITH LIGHTS

TYPE III BARRICADES

BRIDGE

OUT

BRIDGE

OUT

ROAD

CLOSED

BRIDGE

CLOSED

AHEAD

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\TRAFFIC CONTROL.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

P

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IN

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D C

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For Bid Not For Construction

TRAFFIC

CONTROL PLAN

C-100

LEEMAN ROAD

EAST PIPELINE ROAD

LEEMAN ROAD

CULVERT REPLACEMENT LOCATION

TRAFFIC CONTROL NOTES:

1. CONTRACTOR TO NOTIFY THE MDNR A MINIMUM OF 2 WEEK PRIOR TO CLOSING EAST

PIPELINE ROAD.

2. CONTRACTOR SHALL PROVIDE AN ESTIMATE TO THE MDNR AND AFFECTED PROPERTY

OWNERS OF DURATION OF ROAD CLOSURE.

3. ALL TRAFFIC CONTROLS AND SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES AND THE MICHIGAN MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITIONS.

SCALE, FEET

200 400

© 2022 MICROSOFT CORPORATION © 2022 MAXAR ©CNES (2022) DISTRIBUTION AIRBUS DS

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

P.E. No.: 64048

INR

24" CMP

IE=1222.41

24" CMP

IE=1222.95

SAND AND GRAVEL

FLAT BOTTOM CREEK

B-1

EA

ST

P

IP

EL

IN

E R

D

SF

SF

1+

2+

-0+

2+

.27

REMOVE EXISTING CULVERT

SILT FENCE (TYP.)

SEE DETAIL 3 ON SHEET D-401.

1+00

2+00

3+00

4+00

SF

SF

SILT FENCE (TYP.)

SEE DETAIL 3 ON SHEET D-401.

SILT FENCE (TYP.)

SEE DETAIL 3 ON SHEET D-401.

SILT FENCE (TYP.)

SEE DETAIL 3 ON SHEET D-401.

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\EXISTING CONDITIONS.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

P

IP

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IN

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For Bid Not For Construction

EXISTING

CONDITIONS &

DEMOLITION PLAN

C-100

SURVEY POINT INFORMATION

NO. NORTHING EASTING ELEVATION DESCRIPTION

BM2 475,535.75 26,006,657.87 1232.05 GPS SPIKE

BM3 475,316.44 26,006,607.42 1234.38 GPS SPIKE

EXISTING STRUCTURE:

THE EXISTING STRUCTURE IS A CMP CULVERT UNDERNEATH EAST PIPELINE ROAD THAT IS 24" IN DIAMETER

AND 31' IN LENGTH.

NOTES:

1. COORDINATES ARE MICHIGAN STATE PLANE COORDINATE SYSTEM NAD 83 (2011), NORTH ZONE, INTERNATIONAL FEET

2. VERTICAL DATUM BASED UPON NAVD 88 (GEOID18)

3. 2 FOOT CONTOUR INTERVAL

4. FIELD SURVEY CONDUCTED BY TRIMEDIA ENVIRONMENTAL & ENGINEERING WAS COMPLETED DECEMBER 8, 2021. CONTRACTOR TO FIELD VERIFY.

5. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING AND

DETERMINATION OF WATER LEVELS THAT MAY EXIST DURING CONSTRUCTION AND APPROPRIATE

MANAGEMENT PLAN.

6. PRIOR TO CONSTRUCTION OF THE SANDBAG PLUG; CONTRACTOR SHALL VERIFY NO SIGNIFICANT RAINFALL

EVENTS ARE FORECASTED DURING STREAM DIVERSION.

7. APPROXIMATE FLOODPLAIN IMPACT: 0.15 AC 165 CUYD EXCAVATION.

8. CONTRACTOR TO USE SANDBAG FILL WITHIN LIMITS OF STREAM BED. CONTRACTOR MAY USE EXISTING

ONSITE MATERIAL TO FILL SANDBAGS.

9. BYPASS SYSTEM MUST BE CAPABLE OF SAFELY HANDLING THE 2-YR, 35 CFS RAIN EVENT.

10.CONTRACTOR TO SUBMIT BYPASS PLAN TO THE ENGINEER AND OWNER A MINIMUM OF 14 DAYS PRIOR TO

START OF WORK FOR APPROVAL.

SCALE:

20 40

1" = 20'

TRIBUTARY OF STURGEON RIVER

ENGINEERS ESTIMATE OF QUANTITIES

TOTAL UNIT DESCRIPTION

0.1 AC CLEARING AND GRUBBING

190 FT EROSION CONTROL, SILT FENCE

900 CYD EXCAVATION, EARTH

50 CYD EMBANKMENT, CL III

EARTHWORK:

FLOODPLAIN IMPACT: 0.17 AC, 850 CUYD EXCAVATION

WETLAND IMPACT: 0.05 AC, 50 CUYD FILL

SANDBAG PLUG, SEE NOTE 10.

SANDBAG PLUG, SEE NOTE 10.

REMOVE AND DISPOSE OF EXISTING VEGETATION

REMOVE AND DISPOSE OF EXISTING VEGETATION

REMOVE AND DISPOSE OF EXISTING VEGETATION

REMOVE AND DISPOSE OF EXISTING VEGETATION

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

B-1

EA

ST

P

IP

EL

IN

E R

D

2+00

3+00

1+

CL CULVERT

STA=2+31

CL CULVERT

STA=2+55

PIPELINE LINE RD

POB

STA=0+90

PIPELINE LINE RD

POE

STA=1+70

CENTER OF RIVER

POE

STA=3+16

CENTER OF RIVER

POB

STA=1+68

POB GUARDRAIL APPROACH

STA=1+42, OFF -10 LT

POE GUARDRAIL DEPARTURE

STA=0+95, OFF -10 LT

POB GUARDRAIL APPROACH

STA=0+97, OFF 10 RT

POE GUARDRAIL DEPARTURE

STA=1+44, OFF 10 RT

POB GUARDRAIL

STA=1+31, OFF -7 LT

1225 1225

2H:1V

???H:1V

2H:1V

2H:1V

8H:1V

6H:1V

4H:1V

L1

L3

L2

L4 L5 L6 L7 L8

L9

L1

L1

L1

L13

L14

L1 L2

L15

84°

POB GUARDRAIL

STA=1+08, OFF 7 RT

12'

2'

12.8'

CENTER OF RIVER

Number

L1

L2

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

START NORTHING

475,450.94

475,454.68

475,448.42

475,451.55

475,457.81

475,457.69

475,457.57

475,457.45

475,458.12

475,458.96

475,460.03

475,462.77

475,466.09

475,468.83

475,473.63

475,475.24

475,477.56

START EASTING

26,006,540.52

26,006,593.58

26,006,579.92

26,006,586.75

26,006,600.41

26,006,609.17

26,006,617.93

26,006,626.69

26,006,657.90

26,006,664.45

26,006,670.32

26,006,672.84

26,006,675.72

26,006,678.25

26,006,684.36

26,006,691.96

26,006,707.27

END NORTHING

475,448.42

475,457.81

475,451.55

475,454.68

475,457.69

475,457.57

475,457.45

475,458.12

475,458.96

475,460.03

475,462.77

475,466.09

475,468.83

475,473.63

475,475.24

475,477.56

475,476.09

END EASTING

26,006,579.92

26,006,600.41

26,006,586.75

26,006,593.58

26,006,609.17

26,006,617.93

26,006,626.69

26,006,657.90

26,006,664.45

26,006,670.32

26,006,672.84

26,006,675.72

26,006,678.25

26,006,684.36

26,006,691.96

26,006,707.27

26,006,720.04

Length

39.48

7.51

7.51

7.51

8.76

8.76

8.76

31.22

6.60

5.97

3.72

4.40

3.72

7.77

7.77

15.48

12.86

Line/Chord Direction

S86°20'25"E

N65°22'46"E

N65°22'46"E

N65°22'46"E

S89°12'55"E

S89°12'55"E

S89°12'55"E

N88°46'13"E

N82°40'14"E

N79°41'35"E

N42°41'47"E

N40°52'24"E

N42°41'47"E

N51°50'55"E

N78°04'06"E

N81°21'03"E

S83°23'26"E

Radius

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\PROPOSED CONDITIONS.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

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For Bid Not For Construction

PROPOSED

CONDITIONS

C-110

NOTE:

1. DO NOT RELY UPON ENGINEERS ESTIMATE OF QUANTITIES. CONTRACTOR MUST

CALCULATE QUANTITIES FOR BIDDING.

EARTHWORK:

FLOODPLAIN IMPACT: 0.09 AC, 350 CUYD FILL

WETLAND IMPACT: 0.05 AC, 50 CUYD FILL

ENGINEERS ESTIMATE OF QUANTITIES

TOTAL UNIT DESCRIPTION

24 FT 102 INCH CULVERT

130 SYD AGGREGATE SURFACE COURSE, 23A, 12 INCH

50 CYD SAND SUBBASE, CL II

20 CYD EMBANKMENT, CL II

600 CYD EMBANKMENT, CL III

40 SYD AGGREGATE BASE, 6A, 12 INCH

48 FT GUARDRAIL, MDOT TYPE B

24 FT GUARDRAIL APPROACH

24 FT GUARDRAIL DEPARTURE

10 SYD RIPRAP, MDOT, SPECIAL, 8" TO 24"

50 SYD TOPSOIL SURFACE, SALV, 4 INCH

50 SYD EROSION CONTROL, MULCH BANK, HIGH VELOCITY

10 LBS SEED, OTTAWA MIX

10 LBS FERTILIZER, MDOT CLASS A

TRIBUTARY OF STURGEON RIVER

CENTERLINE ALIGNMENT

EDGE OF EXISTING ROAD

PROPOSED 102 INCH CULVERT

SCALE:

5 10

1" = 5'

EAST PIPELINE RD CENTERLINE

GUARDRAIL APPROACH,

12 FT, SEE DETAIL ON

SHEET D-100

GUARDRAIL DEPARTURE, 12 FT,

SEE DETAIL ON SHEET D-100

GUARDRAIL DEPARTURE, 12 FT,

SEE DETAIL ON SHEET D-100

GUARDRAIL APPROACH, 12 FT,

SEE DETAIL ON SHEET D-100

GUARDRAIL MDOT TYPE B, 24 FT (EA)

WING WALL, 9FT

WING WALL, 9 FT

WING WALL, 9 FT

WING WALL, 9 FT

HEADWALL

HEADWALL

EDGE OF PROPOSED ROADWAY

PROPOSED STREAM FLOW CHANNEL

RIPRAP, MDOT SPECIAL

GEOTEXTILE FABRIC, 7 OZ/SYD

RIPRAP, MDOT SPECIAL

GEOTEXTILE FABRIC, 7 OZ/SYD

RIPRAP, MDOT SPECIAL

GEOTEXTILE FABRIC, 7 0Z/SYD

RIPRAP, MDOT SPECIAL

GEOTEXTILE FABRIC, 7 OZ/SYD

10'

14'

15°

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\TRAFFIC CONTROL.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

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For Bid Not For Construction

EXCESS

SPOILS AREA

C-130

LEEMAN ROAD

LEEMAN ROAD

EXCESS SPOILS AREA

46.088 N

-087.988 W

SCALE, FEET

500 1000

© 2022 MICROSOFT CORPORATION © 2022 MAXAR ©CNES (2022) DISTRIBUTION AIRBUS DS

PROJECT SITE

LE

R

ZA

R

O A

D

EL

EV

AT

IO

N

FE

ET

EL

EV

AT

IO

N

FE

ET

-0+00 0+25 0+50 0+75

.6

1+00

.7

1+25

.1

1+50 1+75 2+00 2+24

.7

-0+00

.6

0+25

.8

0+50

.7

0+75

.7

1+00

.7

1+25

.2

1+50

.9

1+75

.7

2+00

.6

2+24

EXISTING GRADE

100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR

PR 100-YR FLOOD EL. 1227.78'

PR. STREAMBED EL. 1222.35'

PR 102" CULVERT,

24FT, ALUMINUM OR CONCRETE, 1% SLOPE

PR GUARDRAIL

12.1'

1.5

BOTTOM OF EXCAVATION EL 1219'

PVI STA = 1+32.13

PVI ELEV = 1230.50

A.D. = 3.59% K = 20.03

72' VC

PV

C

: 0 +9

6.

EL

EV

: 1

0.

PV

T:

+6

8.

EL

EV

: 1

1.

LOW POINT ELEV = 1230.62

LOW POINT STA = 1+03.78

POB

STA: 0+90

ELEV: 1230.66

POE

STA: 1+70

ELEV: 1231.72

PR GUARDRAIL

DEPARTURE

PR GUARDRAIL

APPROACH

PR. CULVERT INVERT EL. 1220.35'

PR. TOP OF CULVERT EL. 1228.85'

PR. BOTTOM OF LINE POST EL. 1229.05'

EX 24" CMP CULVERT

MDOT 6A, OPEN GRADED AGGREGATE

CULVERT BEDDING MATERIAL,

SEE DETAIL ON SHEET C-110

HAZARD SIGN,

SEE DETAIL 7 ON SHEET C-100

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\PIPE LINE RD PROFILE.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

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For Bid Not For Construction

PIPELINE RD

PROFILE

C-210

VERTICAL SCALE, FEET

HORIZONTAL SCALE, FEET

100 20

NOTE: 5x VERTICAL EXAGGERATION

0 2 4

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

AT

IO

N

FE

ET

EL

EV

AT

IO

N

FE

ET

1+20 1+25 1+50

.5

1+75

.0

2+00

.4

2+25 2+50

.0

2+75

.0

3+00 3+25 3+50 3+70

.6

1+20

.6

1+25

.8

1+50

.6

1+75

.5

2+00

.0

2+25

.5

2+50

.2

2+75

.7

3+00

.8

3+25

.1

3+50

.6

3+70

EXISTING GRADE

1.5'

24'

6.5'

2'

~8

STA: 2+31

ELEV: 1222.35

STA: 2+55

ELEV: 1222.11

STA: 2+44

ELEV: 1230.69

STA: 2+31

ELEV: 1228.85

STA: 3+16

ELEV: 1221.97

100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR

PR 100-YR FLOOD EL. 1227.78'

PR STREAM PROFILE

HEADWALL

WING WALL

GUARDRAIL, MDOT TYPE B

STA: 1+68

ELEV: 1223.71

14'

MDOT 6A, OPEN GRADED AGGREGATE

CULVERT BEDDING MATERIAL,

SEE DETAIL ON SHEET C-110

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\RIVER PROFILE.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

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For Bid Not For Construction

RIVER PROFILE

C-220

VERTICAL SCALE, FEET

HORIZONTAL SCALE, FEET

100 20

NOTE: 5x VERTICAL EXAGGERATION

0 2 4

EXCAVATED STREAM MATERIAL PLACED

IN CULVERT, SEE DETAIL ON SHEET C-420

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

AT

IO

N

FE

ET

2+28

EL

EV

AT

IO

N

FE

ET

EL

EV

AT

IO

N

FE

ET

2+60

EL

EV

AT

IO

N

FE

ET

2+03

EL

EV

AT

IO

N

FE

ET

1+78

EL

EV

AT

IO

N

FE

ET

EL

EV

AT

IO

N

FE

ET

1+53

EL

EV

AT

IO

N

FE

ET

2+85

EL

EV

AT

IO

N

FE

ET

3+10

EL

EV

AT

IO

N

FE

ET

3+35

.9

.0

.0

.0

.9

.0

.7

.8

.4

.4

.0

.0

.7

.8

.2

.2

.0

.0

.0

.1

.4

.5

.4

.5

.1

.1

.7

.7

.2

.3

.6

.6

.9

.9

.4

.5

.9

.9

.8

.8

.9

.9

.3

.4

.1

.2

.6

.6

.9

.0

.2

.2

.6

.6

.6

.7

.7

.8

.5

.5

.5

.5

.3

.4

.3

.4

.3

.4

.9

.9

.5

.6

.5

.5

.6

.6

.7

.7

.7

.8

.1

.1

.3

.3

.5

.6

.3

.3

.5

.6

.2

.2

.1

.1

.6

.7

.5

.6

.6

.7

.1

.1

.9

.9

.5

.5

.8

.9

.1

.1

.2

.2

EXISTING GRADE EXISTING GRADE

EXISTING GRADE EXISTING GRADE

EXISTING GRADE EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

EL. 1223.48'

PROPOSED GRADE

EL. 1222.42'

PROPOSED GRADE

EL. 1222.10'

PROPOSED GRADE

EL. 1222.04'

PROPOSED GRADE

EL. 1221.98'

PROPOSED GRADE

EL. 1222.95'

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\STREAM CROSS SECTIONS.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

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For Bid Not For Construction

STREAM CROSS

SECTIONS

C-300

SCALE:

UPSTREAM SECTION AT 1+53

1"=10'1 SCALE:

UPSTREAM SECTION AT 1+78

1"=10'2 SCALE:

UPSTREAM SECTION AT 2+03

1"=10'3 SCALE:

UPSTREAM SECTION AT 2+28

1"=10'4

SCALE:

DOWNSTREAM SECTION AT 3+35

1"=10'8SCALE:

DOWNSTREAM SECTION AT 3+10

1"=10'7SCALE:

DOWNSTREAM SECTION AT 2+85

1"=10'6SCALE:

DOWNSTREAM SECTION AT 2+60

1"=10'5

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

2% LC 2%

4" TOPSOIL, SEED, FERTILIZER

AND MULCH BLANKET

SCALE: NTS

MDOT 23A, 12" (CIP)

MDOT CL II, GRANULAR

SUBBASE, 12" (CIP)

MAX 3H:1V SLOPE TO

EXISTING GRADE

14'

INSTALLATION WITH TRENCHING

NOTES:

1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN

NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE

SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

EXTRA STRENGTH FILTER

FABRIC NEEDED WITHOUT

WIRE MESH SUPPORT

STEEL OR WOOD POST

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE 6' (1.8m)

MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE

FLOW

PONDING HEIGHT

8" (200 mm)

3/4" (20mm) MIN

DRAIN ROCK

FLOW

12" MIN

(300 MM)

9" MAX

(225 mm)

STORAGE HT

PONDING HEIGHT

FLOW

INSTALLATION WITHOUT TRENCHING

STEEL OR WOOD

POST

36" (1M) HIGH MAX

12" MIN

(300 mm)

4"x6" (100x150mm)

TRENCH WITH

COMPACTED BACKFILL

SILT FENCE

* 2 8"

6'- 3" TYPICAL

POST SPACING

12'- 6" EFFECTIVE

BEAN ELEMENT LENGTH

8" 8"

7"

** 5'- 0" OR AS SPECIFIED ON PLANS

SHOULDER HINGE POINT

EMBANKMENT

TOE NAIL WOOD BLOCK WOOD POST WITH A

MINIMUM 3" LONG HOT-DIP ZINC COATED NAIL

6" X 8" WOOD

LINE POST

POST BOLT WITH ROUND WASHER UNDER NUT

SPLICE BOLT (TYP.) 2'- 0" ***

3' -7

**6'

- 0

***IF THE OFFSET FROM THE FACE OF POST TO THE SHOULDER HINGE POINT

IS LESS THAN 2'- 0" AND THE EMBANKMENT (OR MEDIAN) SLOPE IS STEEPER

THAN 1:10. USE 8'- 0" POST WITH THE ADDITIONAL LENGTH EMBEDDED.

GRADE

ELEVATION SHOWING POST PACING

*SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

TERMINATION PLATETERMINATION PLATE

POST BOLT

CONNECTING STEEL

POST

TO WOOD OFFSET

BLOCK

4" DIA. HOLE

7" 7"

3"

8"

6"

3" 3"

TOP SIDEFRONT

FOR USE ON WOOD POSTS

SEE NOTES ON SHEET G-001

4" X 2 12"

POST BOLT SLOT

12" X 1 18"

SPLICE BOLT SLOT

(TYP.)

℄ POST BOLT SLOT AND

℄ WOOD POST

1' - 0 12" 2" 2"

0.3' 0.3'

4'

EXISTING GROUND

12'

8" DIA. GALVANIZED THROUGH BOLTS (TYP.)

6" X 6" X 6' PRESSURE TREATED BEVELED

WOOD POST (TYP.) INSTALLED 4' O.C.

3" X 8" PRESSURE TREATED

RUNNER (TYP.)

4'

8"

8"

HAZARD PANELS (TYP ALL POSTS)

3'

7'

36"x12" BLACK AND YELLOW HAZARD PANEL SIGN

12"

NOTES:

1. PLACE SIGN ON EACH SIDE OF ROAD.

2. THE ALTERNATING BLACK AND RETROREFLECTIVE YELLOW STRIPES (OM3-L

& OM3-R) SHALL BE SLOPED DOWN AT TAN ANGLE OF 45 DEGREES TOWARD

THE SIDE ON WHICH TRAFFIC IS TO PASS THE OBSTRUCTION. IF TRAFFIC

CAN PASS TO EITHER SIDE OF THE OBSTRUCTION THE ALTERNATING BLACK

AND RETROREFLECITVE YELLOW STRIPES (OM3-C) SHALL FORM CHEVRONS

THAT POINT UPWARDS.

TYPE 3

OBJECT MARKER SIGN

OM3-L & OM3-R

GALV. STEEL POST

6x6 WOOD POST

4'

ROAD SURFACE

8" DIA. GALVANIZED THROUGH BOLTS (TYP.)

DETAILS

(1 OF 2)

D-100

NOT TO SCALE

C-120 ROAD CROSS SECTION

DETAIL

NOT TO SCALE

C-110 SILT FENCE

DETAIL

NOT TO SCALE

C-120 GUARDRAIL

DETAIL

NOT TO SCALE

C-120 GUARDRAIL WOOD POST

DETAIL

NOT TO SCALE

C-120 WOOD OFFSET BLOCKS FOR GUARDRAIL

DETAIL

NOT TO SCALE

C-120 BEAM ELEMENT SPLICE DETAILS

DETAIL

NOT TO SCALE

C-120 GUARDRAIL APPROACH & DEPARTURE

DETAIL

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\DETAILS.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

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For Bid Not For Construction

NOT TO SCALE

C-120 GUARDRAIL APPROACH & DEPARTURE

DETAIL

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

Ø 8.

5'

10'

9'

2'

10'

9' 15°

8.5'

MIN. BURRY DETPTH

3.

5'

M

IN

1.5'

HEAD AND WING WALL FOUNDATION

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS SEALED BY A LICENSED PROFESSIONAL ENGINEER IN

THE STATE OF MICHIGAN TO ENGINEER FOR APPROVAL.

2. HEAD AND WING WALL MATERIAL SHALL BE THE SAME AS THE CULVERT OR

PRE-CAST/CAST-IN-PLACE CONCRETE.

3. HEAD AND WING WALL SHALL USE TIE BACKS AS NECESSARY TO PREVENT LATERAL MOVEMENT.

4. ALL JOINTS AND OPENINGS SHALL BE SEALED AND WATER TIGHT.

CULVERT

2' OF EXCAVATED RIVER MATERIAL

PLACED IN BOTTOM OF CULVERT.

SUPPLEMENT RIVER MATERIAL

WITH MDOT 6A STONE, IF NEEDED.

EXCAVATE AND PROVIDE BASE MATERIAL

PER MANUFACTURERS RECOMMENDATION

HEADWALL/WING WALL FOUNDATION PER

MANUFACTURERS RECOMMENDATIONS

AGGREGRATE SURFACE COURSE

12" DEPTH MDOT 23A

2' OF EXCAVATED RIVER MATERIAL

PLACED IN BOTTOM OF CULVERT.

SUPPLEMENT RIVER MATERIAL

WITH MDOT 6A STONE, IF NEEDED.

MDOT CL II, MATCH EXISTING

EMBANKMENT GRADES

GEOTEXTILE FABRIC

102 INCH CULVERT

REUSE EXISTING

EMBANKMENT MATERIAL

1' DEPTH OF 6A STONE PLACED ON NATIVE

MATERIAL BELOW BOTTOM OF CULVERT

2' OF 6A STONE PLACED,

HAUNCH AROUND CULVERT

1.5 ±

0.5' 4' 2'

X X X X

NOTES:

1. MDOT 6A MATERIAL SHALL EXTEND 1.5' BEYOND ALL SIDES OF CULVERT AS SHOWN ABOVE.

2. GEOTEXTILE SHALL BE PLACED ON THE TOP AND SIDES OF MDOT 6A MATERIAL USED FOR

CULVERT BEDDING.

3. CULVERT STRUCTURE MUST BE DESIGNED TO SUPPORT HL-93 LOADING. DESIGN MUST BE

SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF MICHIGAN. CONTRACTOR

TO SUBMIT DESIGN TO THE ENGINEER FOR APPROVAL.

4. UPSTREAM STONE INVERT ELEVATIONS = 1223.35 DOWNSTREAM STONE INVERT = 1223.11.

5. ALL JOINTS SHALL BE WRAPPED IN GEOTEXTILE FABRIC WITH A MIN. WEIGHT OF 7 OZ/SYD

1 MIN

SAND SUBBASE COURSE

12" DEPTH MDOT CL II

10.5' ±

NATIVE MATERIAL

DETAILS

(2 OF 2)

D-110

NOTES

GENERAL NOTES:

1. PRIOR TO CONSTRUCTION, CONTRACTOR MUST VERIFY ALL ELEVATIONS AND CONDITIONS.

2. ALTERNATE STRUCTURES MAY BE CONSIDERED, PROVIDED THAT THE ALTERNATE DESIGN DOES NOT REDUCE

THE HYDRAULIC OPENING OF THE STRUCTURE AS SHOWN ON THE DRAWINGS. AT A MINIMUM THE ALTERNATE STRUCTURE MUST PROVIDE THE SAME OR LARGER SPAN AND RISE AS THE STRUCTURE SHOWN ON THE

DRAWINGS.

DESIGN DATA

DESIGN LOADING:

BRIDGE UNITS: SELF WEIGHT, MAX FILL 12.5', AASHTO HL-93

HEADWALLS: SELF WEIGHT, MAX FILL 3', CAT CP 323C COMPACTOR

WINGWALLS: SELF WEIGHT, MAX FILL 3', CAT CP 323C COMPACTOR

DESIGN FILL HEIGHT: 2'

FROM TOP OF CROWN TO TOP OF CULVERT.

DESIGN METHOD: LOAD RESISTANCE FACTOR DESIGN PER HL-93 SPECIFICATION

ASSUMED ALLOWABLE BEARING CAPACITY: 2,000 PSF

A

C-120 ALUMINUM CULVERT

SECTION

\\MQT-PZCC-1\ W:\DTMB\2104383_East_Pipeline_Road_Culvert\00_CAD\Design\Sheets\DETAILS.dwg - 9/22/2022

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

A 9/28/2022 ISSUE FOR BID GMM

If this scale bar does not measure 1" then drawing is not original scale.

SHEET NAME

SHEET NO.

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

DRAFT

EA

ST

P

IP

EL

IN

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O A

D C

U

LV

ER

T

R

EP

LA

C

EM

EN

T

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IC

KI

N

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N

C O

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, M

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For Bid Not For Construction

B

C-120 HEAD AND WING WALLS

SECTION

Designed:

Checked:

Drawn:

GEI Project

Approved:

INR

GMM

ANC

2104383

B. Qualification Data: For landscape installer.

B. Warranty: The CONTRACTOR shall and hereby does warranty that all work in this section shall be free from defects of materials and workmanship, and that turf areas meet a green uniform standard of appearance, until the Contractor has maintained the...

B. Use specified materials to reestablish turf that does not comply with requirements and continue maintenance until turf is satisfactory.

End of SECTION 02 95 00