2024 MAPLE RIVER - SGA_Part3.pdf

DESIGNED

8949.58

REVISIONS

DESCRIPTION REV.

DRAWN

CHECKED

APPROVED

DRAWING NO.PROJECT NO.

and

These Drawings are the property of the State of Michigan and are not to be reused or reproduced without written permission from the State of Michigan.

DRAWING TITLE

Design

IDENTIFICATION NO.

BID DOCUMENTS

CONSTRUCTION

FINAL RECORD

DATE

Construction

Division

530 W ALLEGAN

LANSING, MI

ISSUED FOR

NO. DATE CK'D

www.bergmannpc.com office:

fax:

7050 West Saginaw Hwy.

Suite 200 Lansing, MI 48917

517.272.9835 517.272.9836

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

6/

/2

9:

A

M A

R C

H

D x

STATE OF MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET STATE FACILITIES

ADMINISTRATION

DESIGN AND

CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

J. ENSIGN, PE

A. NODARSE, PE

A. NODARSE, PE

J. ENSIGN, PE

SESC NOTES AND

DETAILS

C300

SESC KEYING SYSTEM

REFERS TO THE APPROPRIATE D.T.M.B. S.E.S.C.

KEYING SYSTEM DETAIL

SOIL BOUNDARY

STRAW WATTLE

LIMITS OF EARTH DISTURBANCE:

UNIT B: 7.2 ACRES

UNIT C: 5.4 ACRES

UNIT D: 4.1 ACRES

TOTAL: 16.7 ACRES

PERMANENT TURF REINFORCEMENT MAT

PERMANENT SEEDING AND MULCH

SOIL TYPES:

SESC LEGEND:

PROJECT

LOCATION

SITE LOCATION MAP

NOT TO SCALE

SESC NOTES:

1. CONTRACTOR IS TO CONTACT THE DTMB OFFICE AT LEAST THREE (3) DAYS

PRIOR TO THE START OF CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL SOIL

EROSION CONTROL MEASURES DURING CONSTRUCTION. SESC MEASURES

SHOULD BE CHECKED DAILY AND AFTER STORM EVENTS FOR

EFFECTIVENESS. OWNER SHALL MAINTAIN ALL PERMANENT SESC MEASURES

AFTER CONSTRUCTION IS COMPLETE. ALL SESC MEASURES SHALL BE

CHECKED MONTHLY FOR ONE YEAR FOR EFFECTIVENESS. ANY MEASURES

THAT HAVE FAILED SHALL BE REPAIRED AND/OR REPLACED.

3. ALL TEMPORARY S.E.C. MEASURES SHALL BE MAINTAINED 30 DAYS AFTER

CONSTRUCTION IS COMPLETE OR UNTIL GRADED AREAS ARE STABILIZED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING TEMPORARY

SESC MEASURES.

4. ALL GRADED AREAS EXPOSED FOR MORE THAN 20 DAYS SHALL HAVE STRAW

MULCH APPLIED AT THE RATE OF 3 TONS / ACRE. AREAS NOT AT FINISHED

GRADE AND WHICH WILL BE DISTURBED AGAIN WITHIN ONE YEAR MUST BE

SEEDED AND MULCHED WITH QUICK GROWING TEMPORARY SEEDING

MIXTURE AND MULCH. AREAS WHICH ARE AT FINISHED GRADE AND WILL NOT

BE DISTURBED FOR A YEAR MUST BE SEEDED AND MULCHED WITH A

PERMANENT SEED MIXTURE.

5. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO

THE SITE FOR GRADING AND TO CONSTRUCT SEDIMENT BASINS, SEDIMENT

TRAPS, DIVERSION TERRACES, INTERCEPTOR CHANNELS, AND/OR CHANNELS

OF CONVEYANCE AS APPROPRIATE.

6. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED,

STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITH THE

TRIBUTARY AREAS OF THOSE CONTROLS.

7. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST BE

MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL

EROSION AND SEDIMENTATION CONTROL ON A DAILY BASIS AND AFTER EACH

STORM EVENT. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY.

8. CONTACT INFORMATION FOR THE ON-SITE EXCAVATING CONTRACTORS,

HAULING CONTRACTORS, ETC., PERSON AND COMPANY, INCLUDING OFFICE,

MOBILE AND FAX PHONE NUMBERS, SHALL BE SUBMITTED TO THE OTTAWA

COUNTY DRAIN COMMISSIONER'S OFFICE PRIOR TO COMMENCEMENT OF

EARTH DISTURBANCE.

9. APPROVAL OF THE SOIL EROSION PERMIT DOES NOT AUTHORIZE ANY EARTH

DISTURBANCE ACTIVITY OFF-SITE WITHOUT WRITTEN PERMISSION FOR THAT

EARTH DISTURBANCE ACTIVITY FROM THE LANDOWNER.

SEQUENCE OF CONSTRUCTION NOTES:

NOTE: THIS TEXT IS NOT INTENDED TO DICTATE A METHODS AND MEANS TO THE

CONTRACTOR. IT IS THE SUGGESTED PROCESS FOR CONSTRUCTION ACTIVITIES IN

ORDER TO MINIMIZE THE AMOUNT OF SOIL EROSION TO THE SITE AND TO COMPLY

WITH THE REQUIREMENTS OF THE SOIL EROSION AND SEDIMENTATION CONTROL

PERMIT. AS PART OF THE PERMIT CONDITIONS, THE CONTRACTOR WILL BE HELD TO

THIS SCHEDULE AND TO THE SOIL EROSION PLAN. IF THE CONTRACTOR SEES FIT,

HE OR SHE MAY AMEND THIS SCHEDULE AND/OR PLAN, BUT A REVISED WRITTEN

SEQUENCING SCHEDULE AND/OR SOIL EROSION PLAN MUST BE SUBMITTED TO THE

DTMB FOR APPROVAL PRIOR TO DEVIATING TO THIS SCHEDULE AND/OR PLAN.

STEP 1: INSTALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL ITEMS AS

SHOWN ON PLANS.

STEP 2: ROUGH GRADING: STRIPPING AND STOCKPILING TOPSOIL. AREAS THAT WILL NOT

BE FURTHER DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE

IMMEDIATELY SEEDED WITH MULCH. EXCESS MATERIAL SHALL EITHER BE

STOCKPILED IN THE AREAS SHOWN ON THE DRAWINGS, LEVELED ON SITE, OR

DISPOSED OF OFF-SITE IN A LEGAL MANNER. STOCKPILES SHALL BE TEMPORARILY

STABILIZED WITH SILT FENCE AND/OR TEMPORARY SEEDING.

STEP 3: INSTALL RIPRAP.

STEP 4: FILL EMBANKMENT UTILIZING IMPORTED MATERIAL TO PROPOSED CONTOURS AND

TYPICAL CROSS SECTION DETAIL.

STEP 5: PLACE TOPSOIL AND GRADE.

STEP 6: SEED DISTURBED AREAS.

STEP 7: FINAL GRADING: ALL REMAINING AREAS SHALL BE SEEDED AND MULCHED WITHIN 5

DAYS OF FINAL GRADING.

STEP 8: TEMPORARY SOIL EROSION CONTROL MEASURES ARE TO BE REMOVED WHEN

PERMANENT MEASURES ARE IN PLACE AND THE AREA STABILIZED.

UPON FINAL COMPLETION AND ACCEPTANCE BY THE OWNER, CONTINUED MAINTENANCE OF ALL

PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE THE

RESPONSIBILITY OF THE OWNER. CONTRACTOR TO BECOME A CO-PERMITTEE FOR THE NPDES

PERMIT. CONTRACTOR SHALL COMPLY WITH ALL COMPONENTS OF THE PERMIT, INCLUDING

MAINTENANCE OF BMP'S.

DRAIN 75 BOTH SIDES OF DRAIN

BOYCE DRAIN BOTH SIDES OF DRAIN

HOUGHTON MUCK

SARANAC SILTY CLAY LOAMY SAND, 2 TO 6

PERCENT SLOPES

ZIEGENFUSS SILT LOAM, 0 TO 1 PERCENT

SLOPES

BM# NORTHING EASTING ELEVATION DESCRIPTION

1573 598206.02 13067070.34 650.78

SET NAIL IN NLY SIDE

TRIPLE 24" WILLOW TREE

1574 597673.34 13068538.09 650.13

SET 60D NAIL IN NLY

SIDE 14" MAPLE TREE

2884 600110.37 13076159.11 653.84

FOUND RR SPIKE IN CUT

OFF UTILITY POLE

REVISIONS

DESCRIPTION REV.

DRAWN

CHECKED

APPROVED

DRAWING NO.PROJECT NO.

and

These Drawings are the property of the State of Michigan and are not to be reused or reproduced without written permission from the State of Michigan.

DRAWING TITLE

Design

IDENTIFICATION NO.

BID DOCUMENTS

CONSTRUCTION

FINAL RECORD

DATE

Construction

Division

530 W ALLEGAN

LANSING, MI

ISSUED FOR

NO. DATE CK'D

www.bergmannpc.com office:

fax:

7050 West Saginaw Hwy.

Suite 200 Lansing, MI 48917

517.272.9835 517.272.9836

Know what's below.

before you dig.Call

R

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

6/

/2

9:

A

M A

R C x

STATE OF MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET STATE FACILITIES

ADMINISTRATION

DESIGN AND

CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

J. ENSIGN, PE

A. NODARSE, PE

A. NODARSE, PE

J. ENSIGN, PE

QUANTITIES

C400

REVISIONS

DESCRIPTION REV.

DRAWN

CHECKED

APPROVED

DRAWING NO.PROJECT NO.

and

These Drawings are the property of the State of Michigan and are not to be reused or reproduced without written permission from the State of Michigan.

DRAWING TITLE

Design

IDENTIFICATION NO.

BID DOCUMENTS

CONSTRUCTION

FINAL RECORD

DATE

Construction

Division

530 W ALLEGAN

LANSING, MI

ISSUED FOR

NO. DATE CK'D

www.bergmannpc.com office:

fax:

7050 West Saginaw Hwy.

Suite 200 Lansing, MI 48917

517.272.9835 517.272.9836

Know what's below.

before you dig.Call

R

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

6/

/2

9:

A

M A

R C x

STATE OF MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET STATE FACILITIES

ADMINISTRATION

DESIGN AND

CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

J. ENSIGN, PE

A. NODARSE, PE

A. NODARSE, PE

J. ENSIGN, PE

QUANTITIES

C400500

BORROW SITE

AA

B

B

1:10 1:10

100'

70'

1.5'

SECTION A:A

SECTION B:B

NOTES:

1. BORROW SITE POND SHALL BE CONSTRUCTED WITH 1:10 SIDE SLOPES TO A DEPTH OF 1.5' WITH SEVERAL 2.0' DEEP POOLS.

2. COORDINATE FINAL SHAPE IN THE FIELD WITH ENGINEER AND OWNER.