20230201_PAINT RIVER TRAIL_IFB PLAN SET.pdf

PDF 2 MB Posted Feb 27, 2023

Attached to: 751/22315. JBB; SLC-Paint River Washout Repair Project
Solicitation number: RFQ - 171 - 230000000207
Issued by: Dickinson County, Crystal Falls City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an Invitation for Bid (IFB) plan set for the SLC-Paint River Washout Repair Project in Crystal Falls, Michigan. The Department of Technology, Management, and Budget (DTMB) is the procuring agency for this state and local contract opportunity.

The project involves the repair of a washout on the Paint River ORV Trail in Crystal Falls. The work includes removing washout material, installing new culverts, placing riprap slope protection, and restoring the trail surface. Estimated quantities include 120 CYD of aggregate surface course, 120 CYD of aggregate base, 10 SYD of riprap, 150 CYD of wetland washout material removal, 390 FT of erosion control silt fence, 28 FT of 18-inch CMP culvert, and 2 culvert end sections. The bid due date is February 3, 2023. The contract will be awarded to the lowest responsive, responsible bidder.

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File	Type	Posted
DC_Spec_Paint_River_Trail_FINAL_020223.pdf	PDF	Feb 27, 2023
751_22315.JBB SLC Paint River Trail Washout Repair - Addendum 1.pdf	PDF	Feb 27, 2023
DTMB-0415 AdvertismentRev0822.pdf	PDF	Feb 27, 2023

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CARMODY, TONY B:\Working\DTMB\2203044 SLC Paint River ORV Trail Washout\00_CAD\Design\Sheets\COVER SHEET.dwg - 2/1/2023

SLC-PAINT RIVER TRAIL WASHOUT REPAIR

CRYSTAL FALLS, MI

SITE

SOURCE:

2021 MICROSOFT AERIAL IMAGERY

SOURCE:

GEI

MICHIGAN MAP

(NOT TO SCALE)

SITE LOCATION MAP

(NOT TO SCALE)

CARMODY, TONY B:\Working\DTMB\2203044 SLC Paint River ORV Trail Washout\00_CAD\Design\Sheets\COVER SHEET.dwg - 2/1/2023

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. FOR BID

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

DWG. NO.

SHEET NO.

G-01

S 5T

H S

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.

PREPARED FOR:

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT, AND BUDGET

3111 WEST ST. JOSEPH ST

LANSING, MI 48917

(906) 643-6181

GEI PROJECT NO. 2203044

DTMB FILE NO. 751/22315.JBB

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

MICHELLE LANGE, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION Consultants

PREPARED BY:

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

UTILITES AND INTERESTED PARTIES

AT&T TELECOMMUNICATION

300 W. ADAMS STREET

IRON RIVER, MI 49935

ATTN: MARSHA BERTOLDI

PHONE: (906) 779-2744

CRYSTAL FALLS

S 5T

H S

PAINT RIVER

M-69

ORV TRAIL

KIMBALL RD

KIM

BALL R

SITE

SHEET INDEX

SHEET NO. DRAWING NO. TITLE

1 G-01 COVER SHEET

2 G-02 GENERAL NOTES AND LEGEND

3 C-01 EXISTING CONDITIONS

4 C-02 PROPOSED CONDITIONS LOCATION 1

5 C-03 PROPOSED CONDITIONS LOCATION 2

6 C-04 CROSS SECTIONS LOCATION 1

7 C-05 CROSS SECTIONS LOCATION 2

8 D-01 DETAILS46°05'38.1"N

88°19'13.6"W

46°05'26.3"N 88°19'03.0"W

SITE ACCESS POINT

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

N O

.d w g

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

GENERAL NOTES

AND LEGEND

G-02

LINE TYPES

SYMBOLS

DISCIPLINE IDENTIFIER

INSTRUMENTATION

DISCIPLINE

KEY PLAN

GENERAL

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

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

DRAINAGE UTILITIES

PROPOSED DESCRIPTION

STM UG STORM MAINSTM

EROSION CONTROL

PROPOSED DESCRIPTION

SF SILT FENCE

EXISTING

DRAINAGE AREA BOUNDARY

LOC

MISCELLANEOUS

PROPOSED DESCRIPTION

LIMITS OF WASHOUT MATERIAL

EXISTING

TREE LINE

LIMITS OF CLEARING

UNDERGROUND STRUCTURE

ROW ROW RIGHT-OF-WAY

PARCEL LINE

TOPOGRAPHY

PROPOSED DESCRIPTION

MAJOR CONTOUR

EXISTING

MINOR CONTOUR

UTILITY REMOVALX

RIPRAP, PLAIN

MDOT 23A

EXISTING

GROUND

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 USB 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

AUGUST OF 2022. 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 DESIRES ALTERNATE CONSTRUCTION METHOD, THEY WILL

RESPONSIBLE FOR PERMIT REVISIONS.

WETLAND WASHOUT AREA NOTES:

1. CONTRACTOR TO SUBMIT WETLAND SPOILS REMOVAL PLAN BEFORE START OF

CONSTRUCTION.

2. SMALL BRUSH CAN BE REMOVED, INCLUDING STUMPS AND ROOTS LOCATED

WITHIN WETLAND WASHOUT MATERIAL AREA..

3. STUMPS AND ROOTS FROM TREES LARGER THAN 3 INCH DIAMETER TO BE

REMOVED ARE TO BE LEFT IN PLACE WITHIN WETLAND WASHOUT MATERIAL

AREA.

4. LEAVE NATIVE GROUND ROUGH AFTER WASHOUT MATERIAL HAS BEEN

REMOVED, DO NOT SMOOTH.

5. ONCE WASHOUT MATERIAL HAS BEEN REMOVED, RESTORE DISTURBED AREA

BY SEEDING USING A UN-MULCHED, WETLAND SEED MIX.

5.1. WETLAND SEED MIX CONSISTING OF 80% TALL FESCUE, 15% PERENNIAL RYE,

AND 5% RED TOP.

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.

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 DNR AND CITY OF CRYSTAL FALLS AND ALL LOCAL

STANDARDS AND SPECIFICATIONS.

CONCEPTUAL DITCH FLOW LINE

LIMIT OF WASHOUT

MATERIAL

20-A-2 A

WETLAND LINE

SAN

FIBR

SAN

001310

1310132013301340

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

G C

O N

dw g

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

EXISTING

CONDITIONS

C-01

KEY MAP

LOCATION 1

SCALE: 1" = 30'

LOCATION 2

SCALE: 1" = 30'

LOCATION 1

LOCATION 2

EXISTING UNDERGROUND SEWER FORCE MAIN ALIGNMENT

PROTECT IN PLACE

PAINT RIVER EDGE OF WATER

TWO (2) UNDERGROUND COMMUNICATION

ORV TRAIL

24" CULVERT WITH RIPRAP OUTLET

INV EL 1302.32

24" CULVERT WITH RIPRAP INLET

INV EL 1303.34

SCALE, FEET

30 60 0

SCALE, FEET

30 60

24" CULVERT WITH RIPRAP OUTLET

INV EL 1308.31

24" CULVERT WITH RIPRAP INLET

INV EL 1309.74

APPROXIMATE LIMITS OF

WASHOUT MATERIAL

APPROXIMATE LIMITS

OF WASHOUT MATERIAL

APPROXIMATE LIMITS OF TRAIL

PROPOSED UNDERGROUND SEWER FORCE MAIN ALIGNMENT

TO BE CONSTRUCTED IN SEPARATE PROJECT

PROTECT IN PLACE IF INSTALLED

T R

ORV TRAIL

EXISTING SILT FENCE

POTENTIAL OLD CULVERT

13281326

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC LOC LOC LOC LOC LOC LOC

101+00 102+00 103+00 104+00

100+00 104+71

SF SF SF SF

DITCH CENTERLINE

STA 100+83

OFFSET 17.9

DITCH CENTERLINE

STA 100+13

OFFSET 9.9

DITCH CENTERLINE

STA 104+61

OFFSET 10.3

DITCH CENTERLINE

STA 101+94

OFFSET 11.8

DITCH CENTERLINE

STA 102+47

OFFSET 11.5

DITCH CENTERLINE

STA 104+06

OFFSET 11.0

L2 L3L1

1326 1328

DITCH CENTERLINE

STA 101+41

OFFSET 13.4

100+00

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50

104+71100+00

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50

104+71

PR LEFT DITCH BOTTOM

GRADE SLOPE 1.9%

PR LEFT DITCH BOTTOM

GRADE SLOPE 1.5%

PR TRAIL GRADE AT PR CENTER LINE

100+00

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50 104+71

TRANSITIONS SLOPE AT 3%

EX GRADE

TRANSITIONS SLOPE AT 3%

T R

G R

A D

T D

H G

R A

D E

PR LEFT DITCH BOTTOM GRADE

STA 100+83

EL 1323.9

PR LEFT DITCH BOTTOM GRADE

STA 104+61

EL 1331.1

PR LEFT DITCH BOTTOM GRADE

STA 100+13

EL 1324.9

3A S

U R

E C

O U

C E

C O

U R

, 2

3A , 6

CULV, CL A, CMP, 18 INCH

STA 100+83.01

INV EL 1323.6

POTENTIAL OLD CULVERT, REMOVE

FROM SERVICE

ALIGNMENT LINE TABLE

LINE #

BEGIN STA

100+00

102+17.66

103+75.12

END STA

102+17.66

103+75.12

104+70.94

LENGTH

217.66'

157.45'

95.82'

BEGIN NORTHING

480637.53

480805.63

480921.53

BEGIN EASTING

25911789.81

25911651.54

25911544.96

END NORTHING

480805.63

480921.53

480993.16

END EASTING

25911651.54

25911544.96

25911481.31

DIRECTION

N39°26'15"W

N42°36'05"W

N41°37'19"W

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

\P R

C O

N D

N S.

dw g

/1 /2

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

PROPOSED

CONDITIONS

LOCATION 1

C-02

SCALE, FEET

20 40

EX TRAIL CENTERLINE

6" 23A SURFACE COURSE

' 14'

REMOVE WASHOUT MATERIAL DOWN TO NATIVE SOIL

AND SEED WITH UN-MULCHED , WETLAND SEED MIX

28FT - CULV, CL A, CMP, 18 INCH

2 - CULV, END SECTION

INV EL 1323.9 (W)

INV EL 1323.3 (E)

PR LEFT DITCH FLOW PATH

A C-04

INSTALL SILT FENCE

16'

CULVERT END SECTION AND RIRRAP

SEE DETAIL ON DWG D-01

16' 13'

13'

LIMIT OF CLEARING (TYP)

CULVERT END SECTION AND RIRRAP SEE

DETAIL ON DWG D-01

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

0 20 40

10 20

NOTES:

1. CONTRACTOR RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF BUCKTHORN LOCATED WITHIN LIMIT

OF CLEARING.

2. DISPOSE OF ALL MATERIAL REMOVED FROM WASHOUT AREA. NEW MATERIAL TO BE USED FOR

CONSTRUCTION OF NEW TRAIL STRUCTURE.

3. CONTRACTOR RESPONSIBLE TO CONSTRUCT PROJECT TO LINES AND GRADES SHOWN. CONTRACTOR MUST

CALCULATE AND VERIFY MATERIAL QUANTITIES.

ENGINEERS ESTIMATE QUANTITIES

(FOR INFORMATION ONLY)

TOTAL UNIT DESCRIPTION

120 CYD AGGREGATE SURFACE COURSE, 6 INCH, 23A

120 CYD AGGREGATE BASE, FILL, 23A

10 SYD RIPRAP, PLAIN

150 CYD WETLAND WASHOUT MATERIAL REMOVAL

390 FT EROSION CONTROL, SILT FENCE

28 FT CULV, CL A, CMP, 18 INCH

2 EA CULV, END SECTION

2 EA BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED,

LIGHTED, FURN

CONTRACTOR TO INSTALL

BARRICADE(S) TO CLOSE TRAIL

ESTIMATED AREA OF WASHOUT MATERIAL: 1350 SFT

EARTH EXCAVATION

CONTRACTOR TO PROVIDE POSITIVE

DRAINAGE AWAY FROM OUTLET STRUCTURE POTENTIAL OLD CULVERT,

REMOVE FROM SERVICE

IF LOCATED

CONTRACTOR TO INSTALL

BARRICADE(S) TO CLOSE TRAIL

file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt

SAN

SANSAN

SAN

SANSANSANSANSANSAN

FIBRFIBR

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

130013001300

200+00 204+81

1310201+00 202+00 203+00 204+00

DITCH

STA 201+74

OFFSET 19.4

DITCH

STA 202+50

OFFSET 16.0 DITCH

STA 203+34

OFFSET 12.8

DITCH

STA 204+00

OFFSET 10.9

DITCH

STA 201+28

OFFSET 17.5

DITCH

STA 200+99

OFFSET 12.6

SF SF

LOC LOC

LOC

L8L7L6

200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 204+81

200+00

200+50

201+00

201+50

202+00

202+50

203+00

203+50

204+00

204+50

204+81200+00 200+50

201+00

201+50

202+00

202+50

203+00

203+50

204+00 204+50 204+81

T R

G R

A D

T D

H G

R A

D E

EX 24IN CMP CULVERT

STA 201+56

INV EL 1302.8

(TO REMAIN)

EXTEND CULVERT

CULV, CL A, CMP, 24 INCH

STA 201+54

INV EL 1303.6

PROPOSED LEFT DITCH GRADE

STA 201+78

INV EL 1305.3

C E

C O

U R

, 2

3A , 6

PR LEFT DITCH GRADE

STA 204+23

INV EL 1311.1

C E

C O

U R

, 2

3A , 6

PROPOSED LEFT DITCH GRADE

STA 201+00

INV EL 1306.5

R R

P R

O N

R R

P R

O N

ALIGNMENT LINE TABLE

LINE #

BEGIN STA

201+77.29

202+79.24

204+12.16

END STA

202+79.24

204+12.16

204+81.03

LENGTH

101.95'

132.92'

68.87'

BEGIN NORTHING

479516.66

479609.99

479732.39

BEGIN EASTING

25912459.12

25912418.09

25912366.27

END NORTHING

479609.99

479732.39

479794.45

END EASTING

25912418.09

25912366.27

25912336.40

DIRECTION

N23°43'48"W

N22°56'42"W

N25°42'08"W

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

\P R

C O

N D

N S.

dw g

/1 /2

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

PROPOSED

CONDITIONS

LOCATION 2

C-03

PAINT RIVER EDGE OF WATER

EXISTING TRAIL CENTERLINE

EXTEND CULVERT

CULV, CL A, CMP, 24 INCH, 8 FT

CULV, END SECTION

INV EL 1303.7

PR TRAIL CENTERLINE

EX CULVERT

PR LEFT DITCH GRADE

GRADE SLOPE 2.4%

PROPOSED TRAIL GRADE

AT PROPOSED CENTER LINE

EXISTING GRADE

A C-05

REMOVE WASHOUT MATERIAL DOWN TO

NATIVE SOIL AND SEED WITH

UN-MULCHED , WETLAND SEED MIX

EXISTING UNDERGROUND SEWER FORCE MAIN ALIGNMENT

PROTECT IN PLACE

PROPOSED UNDERGROUND SEWER FORCE MAIN ALIGNMENT

TO BE CONSTRUCTED IN SEPARATE PROJECT

PROTECT IN PLACE IF INSTALLED

SCALE, FEET

30 60

PR LEFT DITCH GRADE

GRADE SLOPE 6.7%

PR LEFT DITCH GRADE

GRADE SLOPE 5.3%

CULVERT END SECTION AND RIRRAP

SEE DETAIL ON DWG D-01

TRANSITION SLOPE AT 3%

INSTALL SILT FENCE

RIPRAP SLOPE PROTECTION

SEE DETAIL ON DWG D-01

LIMIT OF CLEARING

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

0 30 60

0 15 30

EX SILT FENCE

NOTES:

1. CONTRACTOR RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF BUCKTHORN LOCATED WITHIN LIMIT

OF CLEARING.

2. DISPOSE OF ALL MATERIAL REMOVED FROM WASHOUT AREA. NEW MATERIAL TO BE USED FOR

CONSTRUCTION OF NEW TRAIL STRUCTURE.

3. CONTRACTOR RESPONSIBLE TO CONSTRUCT PROJECT TO LINES AND GRADES SHOWN. CONTRACTOR MUST

CALCULATE AND VERIFY MATERIAL QUANTITIES.

CONTRACTOR TO INSTALL

BARRICADE(S) TO CLOSE TRAIL

(TYP)

CONTRACTOR TO INSTALL RIPRAP PER

CMP FLARED END SECTION DETAIL

SEE DETAIL ON DWG D-01

ENGINEERS ESTIMATE QUANTITIES

(FOR INFORMATION ONLY)

TOTAL UNIT DESCRIPTION

85 CYD AGGREGATE SURFACE COURSE, 6 INCH, 23A

290 CYD AGGREGATE BASE, FILL, 23A

440 SYD RIPRAP, PLAIN

670 CYD WETLAND WASHOUT MATERIAL REMOVAL

440 FT EROSION CONTROL, SILT FENCE

8 FT CULV, CL A, CMP, 24 INCH

1 EA CULV, END SECTION

2 EA BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED,

LIGHTED, FURN

ESTIMATED AREA OF WASHOUT MATERIAL: 7450 SFT

100+83

30 20

INV EL 1323.9 INV EL 1323.4

101+60

30 20

16'

14' GRAVEL TRAIL

DITCH BOTTOM

DITCH WIDTH VARIES

AGGREGATE SURFACE COURSE, 6 INCH, 23A,

EXISTING GRADE

TRANSITION GRAVEL BACK

TO EXISTING GRADE

AGGREGATE BASE, FILL, 23A

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

\C R

N S.

dw g

/1 /2

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

CROSS SECTIONS

LOCATION 1

C-04

PROPOSED TRAIL GRADE

EXISTING GRADE

PROPOSED TRAIL GRADE

EXISTING GRADE

STA 100+83

SECTION

SCALE: 1" = 10'

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

100 20

5 10

STA 101+60

SECTION

SCALE: 1" = 10'

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

100 20

5 10

NOT TO SCALE

C-02 TRAIL

TYPICAL SECTION

LC LC

28FT - CULV, CL A, CMP, 18 INCH

2 - CULV, END SECTION

EARTH EXCAVATION

CONTRACTOR TO PROVIDE

POSITIVE DRAINAGE AWAY FROM

OUTLET STRUCTURE

201+00

T R

G R

202+50

16'

14' GRAVEL TRAIL

DITCH BOTTOM

DITCH WIDTH VARIES VARIES

EXISTING GRADE

RIPRAP SLOPE PROTECTION

AGGREGATE SURFACE COURSE, 6 INCH, 23A,

AGGREGATE BASE, FILL, 23A

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

\C R

N S.

dw g

/1 /2

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

CROSS SECTIONS

LOCATION 2

C-05

PROPOSED TRAIL GRADE

EXISTING GRADE PROPOSED TRAIL GRADE

EXISTING GRADE

STA 200+75

SECTION

SCALE: 1" = 10'

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

100 20

5 10

STA 202+50

SECTION

SCALE: 1" = 10'

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

100 20

5 10

NOT TO SCALE

C-03 TRAIL

TYPICAL SECTION

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 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

DEPTH

VARIES

EXISTING WETLAND

SOILS TO REMAIN

REMOVE WASHOUT

MATERIAL DOWNS TO

NATIVE WETLAND SOILS

SEE PER SPECS, NO MULCH

IN WETLAND AREAS

WASHOUT MATERIAL

CONSISTS OF SAND, GRAVEL,

AND GROUND BRUSH

NOTES:

1. CONNECTOR TO SUBMIT WETLAND SPOILS REMOVAL PLAN.

2. SEE SHEET G-02 FOR ADDITIONAL DETAILS.

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

.d w g

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

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

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

DETAILS

D-01

NOT TO SCALE

C-02,03 SILT FENCE

DETAIL

CMP CULVERT

MIN. O.D. + 24" 6" MIN. MDOT CL II

SAND BELOW PIPE

COMPACTED MDOT CL II SAND

VARIES

MIN. 12"

COMPACTED MDOT CL II SAND

AGGREGATE SURFACE COURSE, 6 INCH, 23A

MDOT CL II SAND

6" MIN THICKNESS

GEOTEXTILE SEPARATION

FABRIC (TOE IN EACH END)

3' (MIN)

STABLE GRADE

2' (MIN)

EXISTING

GRADE

RIPRAP, PLAIN

24" MIN THICKNESS

(TYP)

2' (MIN)

RIPRAP VOIDS TO BE FILLED

WITH EXCAVATED SPOILS FROM

WETLAND AREA LEAVING TOP

1/3 RIPRAP EXPOSED

WETLAND SEED MIX TO BE

PLACED ON SPOILS MATERIAL

NOTES:

1. RIP RAP SHALL CONFORM TO THE STANDARD SPECIFICATIONS

2. CONTRACTOR SHALL INSTALL NON-WOVEN 8 OZ/SYD GEOTEXTILE FABRIC BELOW ALL RIP RAP

WHEREVER UTILIZED. GEOTEXTILE FABRIC JOINTS SHALL OVERLAP A MINIMUM OF 2'

3. TYPICAL FLARED RCP END SECTION SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE

WITH MDOT STANDARD PLAN R-88-D

A A

2' MIN

CMP DIA.

RIPRAP, PLAIN

24" MIN THICKNESS

(TYP)

2' MIN

CONNECTOR STRAP

CULVERT INVERT ELEVATION

SHOULD BE PLACED 1/6TH

THE HEIGHT BELOW DITCH

FLOW LINE

NON-WOVEN

GEOTEXTILE

SECTION A-A

NOT TO SCALE

C-03 RIPRAP SLOPE PROTECTION

DETAIL

NOT TO SCALE

- CMP FLARED END SECTION

DETAIL

NOT TO SCALE

- CMP JOINT DETAIL

DETAIL

NOT TO SCALE

C-03 CMP CULVERT CROSS SECTION

DETAIL

PREFABRICATED CMP END SECTION

INSTALLED IN ACCORDANCE WITH

MDOT STANDARD PLAN R-88-D

EXISTING CMP CULVERT

CMP CULVERT EXTENSION

COUPLING BAND

INSTALLED PER MANUFACTURER SPECIFICATIONS

OR AS DIRECTED BY ENGINEER

4 OZ. GEOTEXTILE FABRIC

WRAP AROUND COMPLETED JOINT

EXTEND 12" BEYOND EACH END OF COUPLING BAND

CONNECTOR STRAP

NOT TO SCALE

- WETLAND MATERIAL REMOVAL

DETAIL

Sheets and Views

1 COVER SHEET

2 GENERAL NOTES AND LEGEND

3 EXISTING CONDITIONS

4 PROPOSED CONDITIONS LOCATION 1

5 PROPOSED CONDITIONS LOCATION 2

6 CROSS SECTIONS LOCATION 1

7 CROSS SECTIONS LOCATION 2

8 DETAILS

File details come from the government source that posted it. Updated Apr 3, 2024.