20251010_Reissued_for_Bids.pdf

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Attached to: Clinton River Spillway Climate Resiliency Project
Solicitation number: SWS-2025-002
Issued by: Macomb County, Michigan

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DATE ADDITIONS REVISIONS

Drain Commissioner

St. Clair County

ROBERT WILEY

ILLW

IVE

CLIN

ST. CLAIR

LAKE

C L I N

T O

T W

PROJECT LOCATION

R E I

M O

L D

C R O C K E R

B L V D

J E F F

E R S

A V E

15 MILE RD.

GLENWOOD RD.

METROPOLITAN PKWY.

LIST OF DRAWINGSCLINTON RIVER SPILLWAY INTERCOUNTY DRAINAGE BOARD

Water Resources Commissioner

Oakland County

JIM NASH

NO SCALE

NOT SCALE

Public Works Commissioner

Macomb County

CANDICE S. MILLER

R E

L I E

A I N

H A

R R I S

O N

C L I N

T O

R O

S E

V I L

L E

MICHIGAN

MACOMB COUNTY,

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

PHONE: (248) 454-6300

WEB SITE: http://www.hrcengr.com

P.O. BOX 824

48303 - 0824

PREPARED BY:

HRC JOB No. 20221060

Drain Commissioner

Lapeer County

ANDY WAGNER

Agriculture and Rural Development

Michigan Department of

Intercounty Drain Program Manager

BRADY HARRINGTON

C L

E R

S P

L W

N C

R O J E

C T

R O J E

C T

R C

B o

STATE HIGHWATER INFRASTRUCTURE GRANT

CLIMATE RESILIENCY PROJECT

CLINTON RIVER SPILLWAY

04-14-2025 OWNER REVIEW

Coastal Waters Coordinator

MELISSA LETOSKY

Coastal Management Program Unit

EGLE

CONSULTANTS

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM

OHWM = 574.4 PER DRUMMOND CARPENTER ENGINEERING & RESEARCH

NOTICE:

AND COMPLETENESS PRIOR TO CONSTRUCTION.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY

COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED, AS TO THE

BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD MAPPING WHERE

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE

NOTICE:

OF SPILLWAY, 400' +/- SOUTH OF METROPOLITAN PARKWAY / 16 MILE ROAD.

FOUND BRASS DISK @ NORTH END OF BRIDGE ABUTMENT SOUTH SIDE

(BRIDGE IS SOUTH OF METROPOLITAN PKWY / 16 MILE ROAD)

WATER TANK, 80' +/- SOUTH OF PEDESTRIAN BRIDGE OVER SPILLWAY.

"+" ON TOP OF CONCRETE HEADWALL @ NW CORNER, 25' +/- NE OF

585.17

590.10

BM #301

BM #300

BENCH MARK ELEVATION DESCRIPTION

BENCH MARKS (BM)

DATUM: NAVD88 GPS DERIVED

H A

R P

METROPOLIT

PKWY.

06-11-2025

AND / OR

PERMIT SUBMITTALS

09-16-2025 REVISED PER COMMENTS

ISSUED FOR BIDS10-07-2025

SESC DETAILS

SEED MIXES

PROJECT DETAILS

PROPOSED WORK

EXISTING CONDITIONS

PROJECT NOTES

OVERALL PROJECT PLAN

COVER SHEET

09 - 11

05 - 08

03 - 04

10-10-2025 REISSUED FOR BIDS

-O

C T -2

U S

M j r e c

D E

S I

G N

F I

M S

V i\

D a ta h r c c o lo r .t b l

H R

C .t b l

Q U

E U

C L R T

B L

V C J u n e S u b m it ta l\ c c o v e r .d g n

T I

-O

C T -2

U S j r e c

D E

S I

G N

F I

M S

V i\

D a ta h r c c o lo r .t b l

H R

C .t b l

Q U

E U

C L R T

B L

V C J u n e S u b m it ta l\ c c o v e r .d g n

T I

CLEMENS

LINE

CENTER

SHORES

ST CLAIR

HAVEN

NEW

B L V D

C R

O C

K E

ST. CLAIR

LAKE

BASE

AIR FORCE

SELFRIDGE JEFFERSON

A V E

C L

T O

RIVER

ETROPOLI

TAN

MILLAR RD.

PKWY.

W A

S H I N

G T

G R

U N

W A

S H I N

G T

SAL

E R

R O

Y-LE

N O X

C R

E E

HARDER

ALWARDT

HAMMON

M C B

HARRIS

H O

W A R

C K E R T

PRESTON

P R

ICE

HEALY

C O O N

N O

R T

H B

R A

N C

CLINTON

B R

A N C H

C A S

BANISTER

SHOEMAKER

WILCOX

DUNN

L E

CAFLIC

DECKER

E D E

C H

LONGSTAFF

NO. 2

DUNN

C R

T E

N D

E N

H E

Y D E

N R E

L E

COATES

H A F

E L

C H

R O S E

DITCH

Z A

N D

E R

BOBCE

MACOMB AIRPORT

RAY TWP.

C L

E R

MACOMB TWP.

CLINTON TWP.

M A

C O

S H

E L

K H

A M

M A

C O

C H

E S

T E

R F I E

C R

A P

A U

D C

L E

H A

R R I S

S W

E E

N Y

T E S

CRANBERRY

S H

KUKUK

PELLIER

KENNER

G R

O T

L E

N O

R T

H B

R A

N C

D L E

B R

ANCH

L I T

H E

Y D

E N

R E I

DUNHAM RD.

G R E E N F

L D

R D

C L I N

CLINTON TWP.

D R

RED RUN

D R

S H

O O

B O

N S

K H

A M

W E

S T

BRANCH

C R A N D A

S T

A R

BARK

E A S

T B

R A

N C

C O O N

T U

C K

E R

JONES D

HARMS

F U

L L E

T S

S U

T H

E R

L A

N D

O E

S A L T

E R

E L

SUGAR

HOOKER RD.S

G A R

U S

F O

S T

B A

AVE.

W E

R D

E R

Z U

H L

CHAPMAN RD.

W A S

G T

O N

M A

C O

M E

L D

R U

LENOX TWP.

C H

E S

T E

R F I E

MIDDLE

BRANCH

C L

T O

E R

H O

W L

A N

D D

R .D

CAN

L A

W S

O N

YAT

E S

KING DR.

OLD CANAL

GREENS

C H

WOODALL RD.

C A

M P

G R

O U

K I T

PARK DR.

M A

C O

M A

C O

WEST UTIC

A R

SHELBY TWP.

S H

E L

WASHINGTON TWP. SHELBY TWP.

M T . V

E R

PLUM

S O

C H

S M

A N

B E

A V E

M C C O Y

M A

C O

MACOMB CO.

W A

S H I N

G T

RAY TWP.

MACOMB TWP.

CLINTON TWP.

M A

C O

S H

E L

CHESTERFIELD TWP.

M A

C O

C H

E S

T E

R F I E

S H

E L

WASHINGTON TWP.

MACOMB CO.

D R

. HEIDE DR.

INDIAN

TRAIL

RD.

D R

DR.

D R

BR.

T U P

D R

C R

D E

D R

DR.

UTICA DR.

DR.

D R

DR.

LONGSTAFF DR.

DR.

D R

DR.

SHOOKE DR.

D R

D R .F

B L E

C O

D R

A R N D T

D R

H A

DR.

D R

.DR.

DR.

D R

LANDING STRIP

C R

DEER

CR.

HART

D R

O W

A N

WACKER DR.

DR.

BUSH

R D

D R

HART DR.

D R

DR.

C R

MOORE DR.

D R

B R

D R

DR.

D R

W A

R R

DR.

B E

C L I N

STONY CREEK

LAKE

D E Q U

D R E

R D

M A

C O

UTICA

STERLING HEIGHTS

EASTPOINTE

FRASER

ROSEVILLE

WARREN

DAVIS

23 MILE RD.

22 MILE RD.

29 MILE RD.

28 MILE RD.

27 MILE RD.

26 MILE RD.

25 MILE RD.

24 MILE RD.

21 MILE RD.21 MILE RD.

21 MILE RD.

HALL RD.

19 MILE RD.

18 MILE RD.

17 MILE RD.

METROPOLITAN PKWY.

16 MILE RD.

MILE RD.15

15 MILE RD.

14 MILE RD.

13 MILE RD.

H A

R P

J E F F

E R S

MASONIC BLVD.

13 MILE RD.

12 MILE RD.

11 MILE RD.

MARTIN RD.

FRAZHO RD.

10 MILE RD.H

R P

10 MILE RD.

9 MILE RD.

9 MILE RD.K

J E

F F

E R

M O

R Y

M O

D O

D G

H O

O V

H O

O V

STEPHENS DR.

S C

H O

E N

H E

M O R A V

D R

UTICA RD.

H A

G A

R F I E

CANAL RD.

R O

K E

L I T

GLENWOOD RD.

QUINN RD.

CLIN

IVE

ILLW

R E I

M O

I R

H E

Y D

E N

R E I

R O

C A

F A I R

C H I

S N

O V

H A

G A

R F I E

CANAL RD.

S C

H O

E N

H E

M O

S H

E L

S C

H O

E N

H E

N O

C A S S

U T I

G A

R F I E

H A

G R

A T I

J E F F E R S O N

A V E

A L

T M

S A

N. R

IVER R

S. RIV

ER RD.

CLINTON

RIVER

CLINTON

RIVER

S C

H E

HAGEN RD.

C H

E S

T E

R F I E

B A

G R

A T I

24 MILE RD.

C O T T

O N

C L

T O

E R

D E

Q U I N

NEW

HAVEN RD.

NEW HAVEN RD.

B A

R O

S E

J E

W E

H A

R O

K U

N S

T M

W O

L C

N T

T E

L L

B A

L O

HOBARTH RD.

R I D

HICKEY RD.

G R

T E

G R

T E

G R

T E

G R

T E

C O

N R

A I L

C O

N R

A I L

C O

N R

A I L

C L

T O

N R

E R

R D

T I L

AIRPORT

BERZ-MACOMB

MC KINLEY

AIRPORT

B R

O U

G H

L U

C H

T M

M O

N O

F O

H A

R R I S

THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MDOT 2020 STANDARD

COOPERATION BY THE CONTRACTOR: NO ADDITIONAL COMPENSATION WILL BE PAID TO

ENCOUNTERING OF EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

LIMITATIONS ON PRIVATE WORK: DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR

SHALL NOT PERFORM WORK BY PRIVATE AGREEMENT WITH PROPERTY OWNERS ADJACENT

TO THE PROJECT WITHOUT PRIOR OWNER CONSENT. WORK MAY BE ALLOWED WHEN

REQUESTED, BUT ONLY WITH WRITTEN CONSENT.

THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO COMPLY WITH

THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE LOCAL FIRE & POLICE DEPARTMENTS,

THE CONTRACTOR SHALL, BEFORE EACH DAYS WORK, OR WHEN MOVING TO A NEW AREA

OF WORK, DETERMINE AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES

IN THE AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO NOT APPEAR CORRECT,

THE CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY

TO CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS INCURRED, DUE TO THE CHECKING

OR RESTAKING OF UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION.

THERE WILL BE NO ADJUSTMENT IN THE CONTRACT UNIT PRICE REGARDLESS OF THE

PERCENTAGE OF INCREASE OR DECREASE ABOVE OR BELOW THE CONTRACT QUANTITY

FOR ANY ITEM OF WORK.

IT IS THE INTENT THAT ALL GOVERNMENT CORNERS ON THIS PROJECT BE PRESERVED

GENERAL

IN CONSTRUCTION DUE TO THE

HEREIN.

SPECIFICATIONS, DETAILS OR SPECIAL PROVISIONS AND THE SPECIFICATIONS CONTAINED

SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE SPECIFIED IN THE STANDARD

OR IN THE PROPOSAL OR FOR ANY REASONABLE DELAYS

THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES

RESTRICTIONS WHILE PERFORMING ANY CONSTRUCTION OPERATIONS WITHIN THIS

TRAFFIC MAINTENANCE & CONTROL

MISCELLANEOUS

PROTECTION AND RESTORATION OF PROPERTY:

UTILITIES

(517) 304-2946

EAST LANSING, MICHIGAN 48823

SUITE 400

612 WEST LAKE LANSING ROAD

CHRIS LENTINE

NORLIGHT TELECOMMUNICATIONS

(989) 879-8798

PINCONNING, MICHIGAN 48650

100 SECOND STREET

MICHAEL BERGERON

CENTURYTEL MICHIGAN NETWORK

(810) 244-3500

FLINT, MICHIGAN 48532

1295 S. LINDEN ROAD

GREG SERICH

McLEOD USA

THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES WITHIN THE PROJECT LIMITS:

EMER:

(248) 433-5618

ROYAL OAK, MICHIGAN 48073

4600 COOLIDGE HWY.

ROYAL OAK OFFICE

JOHN HILL

CONSUMER ENERGY CO.

EMER: (800) 477-4747

(586) 457-3256

SYLVAN LAKE, MICHIGAN 48320

1970 ORCHARD LAKE ROAD

MARK COLLINS

DETROIT EDISON UNDERGROUND

(248) 427-2982

FARMINGTON HILLS, MICHIGAN 48335

37849 INTERCHANGE DRIVE

JIM HAMMOND

DETROIT EDISON

EMER: (800) 515-7272

(248) 456-0820

PONTIAC, MICHIGAN 48342

54 N. MILL ST., BOX 33

JEFF HEATH

AT&T

ALL GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED PER MICHCON OR CONSUMER

ENERGY STANDARDS AS APPLICABLE.

RESPECTIVE AGENCIES.

PRIOR TO WORK ON FACILITIES BELONGING TO THE ABOVE AGENCIES, A MINIMUM OF

72 HOURS NOTICE MUST BE GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE

CONCRETE, GRADE S3, SHALL BE USED TO ENCASE UTILITIES THAT ARE IN CLOSE

PROXIMITY TO THE PROPOSED CONSTRUCTION ONLY AS DIRECTED BY THE ENGINEER.

ALL EXPLORATORY WORK REQUIRED FOR LOCATING EXISTING UTILITIES SHALL NOT BE

PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE CONSTRUCTION OF THE PROJECT.

STRUCTURES THAT ARE NOT SPECIFICALLY INDICATED AS SUCH ON THE PLANS.

OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED TO MOVE ADDITIONAL POLES AND

UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING

"MISS DIG" ALERT SYSTEM.

FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL 800-482-7171

A MINIMUM OF 3 WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR

PROPOSED TO OCCUR CONCURRENTLY WITH OTHER ITEMS OF WORK.

THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE

MEETING NOTING ALL CHANGES TO PROPOSED SCHEDULE OF WORK PROPOSED OR WORK

ANY OMISSION OR VARIATIONS FROM THE LOCATIONS SHOWN.

PURSUANT TO ACT 53 OF THE PA OF 1974 AS A CONDITION OF THIS CONTRACT, NOTICE

THIS CONTRACT. PHONE (800)-482-7171 OR 811 72 HOURS BEFORE

CONSTRUCTION.

TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING WILL

THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THEIR

RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE

IN ACCORDANCE WITH

SHALL BE GIVEN TO "MISS DIG" PRIOR TO UNDERGROUND WORK TO BE PERFORMED

THOSE

WORK, AND SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS TO INSURE THAT

RESTORATIONHABITAT STRUCTURES

THE CONTRACTOR SHALL NOTE THE PRESENCE OF ALL OVERHEAD UTILITY LINES.

ALL UTILITIES WITHIN THE ZONE OF INFLUENCE OF PROPOSED WORK ARE TO BE FIELD

LOCATED AND HAND DUG. INCLUDED IN THE UNIT BID PRICES FOR APPROPRIATE ITEMS.

CONSTRUCTION STAKING

PROJECT.

THE CONTRACTOR SHALL MAINTAIN ALL STAKING THROUGH THE DURATION OF THE

WILL PROVIDE 72 HOURS NOTICE OF STAKING NEEDS PRIOR TO WORK COMMENCING.

TREATMENTS SHALL BE STAKED BY THE ENGINEER IN THE FIELD. THE CONTRACTOR

GRADING LIMITS, ELEVATIONS, LOCATIONS OF RELOCATED STRUCTURES AND BANK

EXCAVATED MATERIALS

CONTRACTORS WORKING IN THE SURROUNDING AREA.

CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION ACTIVITIES WITH OTHER

THE OWNER & HUBBELL, ROTH AND CLARK, INC. WILL NOT BE HELD RESPONSIBLE FOR

RESPONSIBILITY IN CASE UTILITIES HAVE BEEN CONSTRUCTED, RELOCATED OR REMOVED.

THEIR RESPONSIBILITY TO SATISFY THEMSELVES AS TO THEIR ACCURACY OR OF THEIR

BEST AVAILABLE DATA. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF

CONTRACTOR TO SUBMIT DETAILED CONSTRUCTION SEQUENCE AT THE PRECONSTRUCTION

AND THAT, WHERE NECESSARY, MONUMENT BOXES BE PLACED OR ADJUSTED AT THE

CONTRACTORS EXPENSE WHETHER SHOWN OR NOT.

CLOSURES OR TEMPORARY TRAFFIC CONTROL MEASURES.

POST OFFICE, COUNTY AND THE MUNICIPALITIES 24 HOURS IN ADVANCE OF PROPOSED ROAD

ALL FEDERAL, STATE AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS OR ANY OTHER

CONTRACT. COSTS TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK.

EGLE DRAIN EXEMPTIONS

WITH THE BEST MANAGEMENT PRACTICES.

MODIFIED AND INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING IF PERFORMED

THE FUNCTION AND APPROXIMATE CAPACITY OF THE DRAIN AS CONSTRUCTED OR

DEPTH AND BOTTOM WIDTH OF A DRAIN AND APPURTENANT STRUCTURES TO RESTORE

"MAINTENANCE OF A DRAIN" MEANS THE PHYSICAL PRESERVATION OF THE LOCATION,

TO QUALIFY FOR THIS EXEMPTION.

REASONABLE PERIOD OF TIME AFTER DAMAGE OCCURS IN ORDER

DRAINS. EMERGENCY RECONSTRUCTION MUST OCCUR WITHIN A

EMERGENCY RECONSTRUCTION OF RECENTLY DAMAGED PARTS OF

REPAIR OF STABILIZATION STRUCTURES.

APPROXIMATE CAPACITY OF THE DRAIN IS NOT INCREASED.

FUNCTION OF THE DRAIN IS NOT CHANGED AND THE ORIGINAL

REPLACEMENT OF EXISTING CONTROL STRUCTURES, IF THE ORIGINAL

THE FOOTPRINT OF THE PREVIOUS WORK.

PIPED SECTION IS BEING REPAIRED AND ALL WORK OCCURS WITHIN

ARMORING, LINING OR PIPING IF A PREVIOUSLY ARMORED, LINED OR

MORE THAN 24 ADDITIONAL FEET PER CULVERT.

CULVERT REPLACEMENT, INCLUDING CULVERT EXTENSIONS OF NOT

MATERIALS).

STABILIZATION MUST BE COMPATIBLE WITH EXISTING BANK OR BED

BANK STABILIZATION TO ADDRESS EROSION (MATERIALS USED FOR

RESHAPING SIDE SLOPES.

SEDIMENT REMOVAL TO ORIGINAL CONTOURS.

DRUMS WITH BATTERY OPERATED AMBER FLASHERS (ONE PER) AS INDICATED ON PLANS.

DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PLASTIC

FLAG CONTROL, BARRICADES AND LIGHTS TO PROTECT THE TRAFFIC AND THE WORK AS

CONSTRUCTION PLANS, THE CONTRACTOR SHALL ALSO PROVIDE NECESSARY SIGNS,

THE SPECIFICATIONS. IN ADDITION TO THE BARRICADES AND SIGNS SPECIFIED ON THE

DEPARTMENT OF ROADS STANDARDS AND ANY TRAFFIC TYPICAL PLANS INCLUDED IN

CONSTRUCTION PLANS, MMUTCD (LATEST EDITION), SPECIFICATION 2550, MACOMB COUNTY

TRAFFIC WILL BE MAINTAINED DURING THE CONSTRUCTION IN ACCORDANCE WITH THE

THE CONSTRUCTION INFLUENCE AREA (C.I.A.) SHALL CONSIST OF THE WIDTH OF THE

PROPOSED RIGHT-OF-WAY FROM THE PROJECT POINT OF BEGINNING TO THE POINT OF

ENDING OR AS OTHERWISE INDICATED ON THE PLANS AND A SUFFICIENT DISTANCE BEFORE

OTHERWISE DESCRIBED.

AND AFTER THE PROJECT TO WARN MOTORISTS OF THE CONSTRUCTION AHEAD OR AS

EXISTING ITEMS DISTURBED BY CONSTRUCTION ON THE PROJECT SHALL BE TEMPORARILY

RESET BEYOND THE LIMITS OF CONSTRUCTION OR AS DIRECTED BY THE PROJECT ENGINEER.

ITEMS SHALL BE RESET OR REPLACED IN KIND BY THE CONTRACTOR IF ANY DAMAGE OCCURS

WITHIN SEVEN (7) DAYS OF COMPLETION OF WORK WITHIN THE AFFECTED AREA. THE TEMPORARY

RESETTING AND FINAL PLACEMENT OF THE ITEMS WILL BE CONSIDERED INCLUDED IN THE COST

OF THE PROJECT.

WHEN HMA BOND COAT IS SPECIFIED ON THE PLANS OR REQUIRED BY THE ENGINEER IN THE

CONSTRUCTION OF THE PROJECT, IT WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE

INCLUDED IN THE UNIT BID PRICE FOR HMA PAVING WHERE APPLICABLE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND

TREES AND SHRUBBERY.

THE LIMITS OF CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO EXISTING FENCING, LAWN, ALL TIMES.

OCCUR IN THE FLOOD PLAIN LIMITS. FLOW IN THE FLOOD PLAIN SHALL BE MAINTAINED AT

UNLESS INDICATED ON THE PLANS, NO STORAGE OF MATERIALS, EQUIPMENT, ETC. SHALL

FOR PROPOSED WORK IN AREAS CLOSE TO UTILITY POLES, NO EXCAVATIONS WITHIN TEN

(10) FEET AND NO BORES WITHIN (3) FEET FROM THE UTILITY POLES ARE ALLOWED.

TO MAINTAIN NATURAL APPEARANCE. ALL TREES INDICATED TO BE PROTECTED ON THE

ALL TREES AND SHRUBS REQUIRED TO BE TRIMMED / PRUNED SHALL BE DONE IN A MANNER

MEASURES INSTALLED PER THE CONTRACT SPECIFICATIONS.

PLANS OR AS DIRECTED BY THE PROJECT ENGINEER SHALL HAVE TEMPORARY PROTECTIVE

WITH THE LATEST EDITION OF THE MMUTCD AND LOCAL REQUIREMENTS.

DAMAGED BY THEIR OPERATIONS DURING CONSTRUCTION. SIGNS TO BE IN ACCORDANCE

THE CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING TRAFFIC SIGNS

PRIOR TO THE START OF CONSTRUCTION.

ACCESS TO AREAS OUTSIDE OF PROJECT LIMITS MUST BE APPROVED BY THE ENGINEER

STATIONING

360 FT EAST OF THE SHADY SIDE PARK PEDESTRIAN BRIDGE.

NORTHWEST ALONG THE C OF THE SPILLWAY ENDING AT STA. 65+00 W APPROXIMATELY

CSO+00 LOCATED BETWEEN I-94 AND METROPOLITAN PARKWAY. STATIONING CONTINUES

STATIONING THEN PROCEEDS NORTHWEST ALONG THE C OF THE SPILLWAY TO STA.

OF THE JEFFERSON AVE. RIGHT OF WAY AND THE C OF THE CLINTON RIVER SPILLWAY.

CONSTRUCTION PLANS DATED 5, JULY 1951 WITH STA. 45+00 E LOCATED AT THE CENTER

STATIONING IS BASED ON UNITED STATES ARMY CORPS OF ENGINEERS (USACE)

OR USED AS NEEDED. THEY ARE:

PLANS. THESE ITEMS SHALL BE CONSTRUCTED AS DIRECTED BY THE PROJECT ENGINEER

SEVERAL PAY ITEMS INCLUDED IN THE PROPOSAL ARE NOT SPECIFICALLY SHOWN ON THE

PROJECT NOTES

NO SCALE

C L

T O

E R

S P

ILLW

A Y

LOCATION

PROJECT

Maintaining Traffic

DESCRIPTION UNITQTY.

No.

2Erosion Control, Gravel Access Approach (As Needed)4

BIO-ENGINEERING - ROOTWAD REVETMENT

HEAVY EQUIPMENT ACCESS AND OPERATION

APPROVED BY THE ENGINEER AND SHALL BE PAID AT UNIT PRICES PROVIDED.

NECESSARY FOR SITE ACCESS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE,

THE AREA AND DURATION OF DISTURBANCE AT ALL TIMES. ALL OTHER TREE CLEARING

THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AND MINIMIZE

BY HEAVY EQUIPMENT IN HABITAT AREAS.

THE CONTRACTOR SHALL USE REASONABLE MEASURES TO AVOID SOIL COMPACTION

Control Measures" AND ALL APPLICABLE SPECIFICATIONS.

SHALL BE IN COMPLIANCE WITH SPECIAL PROVISION - "Prevent Spreading of Invasive Species

ALL HEAVY EQUIPMENT AND VEHICLES ENTERING AND EXITING THE PROJECT AREA

REVIEW AT THE PRECONSTRUCTION MEETING.

RESTORATION. THE CONTRACTOR SHALL PROVIDE ACCESS PLANS AND DETAILS FOR

CONTRACTOR TO SUPPORT HIS OPERATIONS WHILE MINIMIZING DISRUPTION AND

NEAR THE SPILLWAY. THE ACCESS PATHS SHALL BE GRADED AND STABILIZED BY THE

NECESSARY MAY BE USED TO PROTECT THE EDGE OF THE SPILLWAY WHEN WORKING

POTENTIAL HAZARDS TO WATER QUALITY. TEMPORARY RIPRAP OR OTHER MEANS AS

DEEM UNACCEPTABLE DUE TO LEAKING FLUIDS, ACCUMULATED SEDIMENT, OR OTHER

HABITATS. THE OWNER RESERVES THE RIGHT TO EXCLUDE ANY EQUIPMENT THEY

CONTRACTOR SHALL USE EQUIPMENT SUITABLE FOR WORK ADJACENT TO AQUATIC

WITH A SWIVEL BUCKET AND HYDRAULIC THUMB OR OTHER APPROVED EQUIPMENT.

TRACK HOES IF USED FOR HABITAT STRUCTURE INSTALLATION SHALL BE EQUIPPED

THEIR OPERATIONS SELECTED.

COMPENSATED FOR EXCESS CLEARING, GRADING AND / OR RESTORATION DUE TO

BE INCLUDED IN OTHER LINE ITEMS AS NECESSARY. THE CONTRACTOR WILL NOT BE

ALL COSTS ASSOCIATED WITH THE CONTRACTOR'S CHOSEN MEANS OF ACCESS SHALL

SEQUENCE OF CONSTRUCTION OPERATIONS

CONSTRUCTION STAGING AND ACCESS

MISCELLANEOUS AND AS NEEDED ITEMS OF WORK

PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

PROPOSED WORK MUST BE APPROVED BY THE OWNER AND THE PROJECT ENGINEER

SPILLWAY AND THE SURROUNDING AREAS. THESE "MEANS AND METHODS" FOR THE

METHODS" TO ACCESS AND PERFORM THE PROPOSED WORK ALONG THE CLINTON RIVER

AT THE PRECONSTRUCTION MEETING THE CONTRACTOR SHALL PROVIDE A "MEANS AND

PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

THE PRECONSTRUCTION MEETING FOR THE OWNER AND PROJECT ENGINEER'S APPROVAL

SCHEDULE, PHASING PLAN, STAGING AREA PLAN AND SEQUENCE OF CONSTRUCTION AT

AND BANK STABILIZATION METHODS. THE CONTRACTOR SHALL SUBMIT A PROJECT

RIVER SPILLWAY CLIMATE RESILIENCY PROJECT" REQUIRING DIFFERENT TYPES OF WORK

THERE ARE MULTIPLE AREAS OF WORK PROPOSED ALONG BOTH BANKS OF THE "CLINTON

INCIDENTAL TO PROJECT COSTS.

TO BE PLACED DURING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH THE OWNER

UNLESS SPECIFICALLY WORKING IN THE RIGHT OF WAY. THE OWNER HAS PROJECT SIGNAGE

TO HAVE LIGHTS OR FLASHERS MOUNTED ON THE ROADS TO BE OPEN TO LOCAL TRAFFIC

THE PROJECT ENGINEER WILL BE INCLUDED IN THE APPROPRIATE BID ITEMS. ALL DEVICES

CONTRACTOR BASED ON HIS OPERATIONS, STAGING AND SITE ACCESS, OR AS DIRECTED BY

CONTROL DEVICES NECESSARY TO CONSTRUCT THE PROJECT AS DETERMINED BY THE

TO THE PROJECT COSTS UNLESS OTHERWISE SPECIFIED. THE COSTS OF ALL TRAFFIC

TRAFFIC MAINTENANCE AND CONTROL FOR THIS PROJECT WILL BE CONSIDERED INCIDENTAL

AND THE PROJECT ENGINEER. PAID FOR AS "Bank Stabilization, Rootwad Revetment - Lft".

BE BROUGHT IN FROM OFFSITE. ALL MATERIALS MUST BE APPROVED BY THE OWNER

EXISTING ONSITE MATERIAL IF AVAILABLE. OTHERWISE, ROOTWADS WILL HAVE TO

ROOTWAD REVETMENT BANK STABILIZATION STRUCTURES MAY BE HARVESTED FROM

TREES, LOGS, STUMPS AND ANY OTHER MATERIAL NECESSARY TO CONSTRUCT THE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

PER STRUCTURE IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS. SEE CONTRACT

TO PREVENT FLOTATION. USE DUCKBILL ANCHORS; USING A MINIMUM OF TWO (2) ANCHORS

ALL DISTURBED AND RELOCATED STRUCTURES SHALL BE SECURELY FASTENED IN PLACE

WHERE THE NEW LOCATION SHALL BE.

IF STRUCTURES NEED TO BE RELOCATED, THE PROJECT ENGINEER SHALL DETERMINE

MOUNDS ETC. AND SHALL BE REMOVED, SALVAGED AND REINSTALLED AS REQUIRED.

THESE HABITAT STRUCTURES INCLUDE LOG PILES, TREE STUMPS, WHOLE TREES, SAND

IN ORDER TO COMPLETE THE PROPOSED CONSTRUCTION WORK.

MAY BE REQUIRED TO BE REMOVED, SALVAGED AND REINSTALLED AND / OR RELOCATED

THERE ARE EXISTING HABITAT STRUCTURES THROUGHOUT THE PROJECT LIMITS THAT

Construction Fencing (As Needed) 100

Dlr

Erosion Control, Silt Fence (As Needed) Ft

Mobilization (5% Max.) Lsum1

Lsum

Bank Stabilization, Riprap (As Needed) 20 Cyd

10 Syd

Prevent Spreading of Invasive Species Control Measures

Mulch Blanket, High Velocity 300

Native Prairie Mix Ac

PERMITS

USACE PERMIT No. : (PENDING)

MCPWO SOIL EROSION CONTROL PERMIT No.: (PENDING)

12 FOR ADDITONAL SEED MIX INFORMATION.

ENGINEER AND SEEDED AND MULCHED PER THE CONTRACT SPECIFICATIONS. SEE SHEET

SPREAD ALONG THE UPLAND AREAS OF THE SITES AT THE DIRECTION OF THE PROJECT

UPON COMPLETION OF WORK, EXCAVATED SOILS IN STOCKPILE AREAS SHALL BE EVENLY

AREAS MAY BE NECESSARY WHERE THEY ARE TO REMAIN FOR MORE THAN ONE MONTH.

NECESSARY TO PREVENT RUNOFF. TEMPORARY SEEDING AND MULCHING OF STOCKPILE

AND / OR OTHER CONTAINMENT MEASURES SHALL BE INSTALLED AND MAINTAINED AS

CONTRACTOR AND APPROVED BY THE ENGINEER. EROSION CONTROL SILT FENCING

AREAS ALONG WITH AREAS FOR IMPORTED MATERIALS SHALL BE DETERMINED BY THE

WITHIN THE LIMITS OF DISTURBANCE. EXACT LOCATIONS OF EXCAVATED SOIL STOCKPILE

WORK SHALL BE TEMPORARILY STOCKPILED IN NON-FORESTED, NON-WETLAND AREAS

EXCAVATED MATERIALS FROM OFF-LINE HABITAT POOL DREDGING AND OTHER PROPOSED

AS NEEDED. COSTS FOR THIS SHALL BE INCLUDED IN THE SPECIFIC PAY ITEMS.

THE CONTRACTOR SHALL CHECK ON SEED AND PLANT GROWTH AND SUPPLEMENT

ALL DISTURBED AREAS TO BE RESTORED WITHIN SEVEN (7) DAYS OF COMPLETION.

COMPENSATION WILL BE ALLOWED FOR THIS ACTIVITY.

AS SPECIFIED OR AS DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OR

BEYOND THE NORMAL CONSTRUCTION LIMITS OF THIS PROJECT SHALL BE RESTORED

ALL AREAS DISTURBED BY THE CONTRACTOR AND / OR THEIR SUBCONTRACTORS

BE TAKEN FROM THE RIVER / SPILLWAY FOR THE PLANTINGS.

ALL EXCEPTIONS MUST BE APPROVED BY THE PROJECT ENGINEER. WATER MAY

NOT OCCUR ON SATURDAYS, SUNDAYS OR IMMEDIATELY AFTER RAIN EVENTS.

FOLLOWING TWO (2) WEEKS AFTER THE DAILY WATERING. WATERING SHALL

FOURTEEN (14) DAYS WITH AN ADDITIONAL FOUR (4) WATERING EVENTS IN THE

SHALL WATER THE PLANTINGS AND SEEDING AREAS DAILY FOR A MINIMUM OF

INCLUDED IN THE COST OF CONSTRUCTION FOR THIS PROJECT. CONTRACTOR

CONTRACT FOR THESE ITEMS. WATER REQUIRED FOR COMPACTION SHALL BE

WATER REQUIRED FOR PLANTINGS AND SEEDING SHALL BE INCLUDED IN THE

SPECIFICATIONS.

SHALL BE REPLACED TO THE MACOMB COUNTY DEPARTMENT OF ROADS

REPLACED IN KIND AND AT THE EXPENSE OF THE CONTRACTOR. PAVEMENT

ALL PAVEMENT DAMAGED DURING CONTRACTOR'S OPERATIONS SHALL BE

PROJECT ITEM.

CONSTRUCTION FENCING. THIS SHALL BE CONSIDERED INCIDENTAL TO THE

REMOVE ANY HAUL ROADS OR ACCESS ROADS, MATERIAL STOCKPILES AND

IN THE UNIT PRICE BID FOR "Restoration - Lsum".

ALL COSTS FOR THE LABOR, EQUIPMENT AND MATERIALS SHALL BE INCLUDED

AND ESTABLISH FINE GRADE AND RESTORE PER PLANS AND SPECIFICATIONS.

REMOVE ALL CONSTRUCTION EQUIPMENT, EXCESS MATERIALS, DEBRIS, ETC.

5. SEE SHEET 12 FOR ADDITONAL SEED MIX INFORMATION.

DETAILS AND SPECIFICATIONS.

4. RESTORATION IN OTHER AREAS SHALL BE PER THE PLAN NOTES,

SPECIFICATIONS.

WITH SPECIFIED SEED MIXES AND HYDROMULCH PER THE

3. ALL DISTURBED AREAS IN THE FLOOD PLAIN SHALL BE RESTORED

SPECIFIED BY LOCATION.

INCIDENTAL TO THE PROJECT COSTS, UNLESS OTHERWISE

REQUIRED TO RESTORE ANY DAMAGE SHALL BE CONSIDERED

RESTORED PER DETAILS. ALL LABOR, EQUIPMENT AND MATERIALS

2. ANY DAMAGE TO EXISTING TRAILS, PATHS AND ROADS SHALL BE

DUE TO THEIR CONSTRUCTION ACTIVITIES.

PARKING LOTS, CURBS, UTILITIES OR ANY OTHER INFRASTRUCTURE

1. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED PAVEMENT,

AND SHALL BE PAID FOR AS INDICATED BELOW:

RESTORATION OF THE SITE SHALL BE IN ACCORDANCE WITH THE FOLLOWING

Permits (Allowance)

AcClearing and Grubbing (As Needed) 1

1Restoration Lsum

3.50

AVENUE BRIDGE.

THE PROPOSED WORK JUST WEST OF THE JEFFERSON

ALTERNATE 02: ALTERNATE 02 WORK SHALL CONSIST OF THE PORTION OF

PLANTINGS. APPROXIMATELY 2.99 ACRES.

ALTERNATE 01: ALTERNATE 01 WORK SHALL CONSIST OF ADDITIONAL TREE

DONE UNDER ALTERNATE 02.

THE JEFFERSON AVENUE BRIDGE. THAT WORK WILL BE

ABOVE MINUS THE PORTION OF THE WORK JUST WEST OF

BASE BID: THE BASE BID SHALL INCLUDE ALL THE WORK DESCRIBED

THE PROJECT IS PROPOSED TO BE BID IN THREE (3) PARTS, DESCRIBED AS FOLLOWS:

ROOTWAD REVETMENTS ALONG WITH OFF-LINE POOL DREDGING AND TREE PLANTINGS.

PROPOSED WORK SHALL INCLUDE BANK STABILIZATION USING RIPRAP, COIR LOGS AND

ST. CLAIR.

OF THE CLINTON RIVER SPILLWAY FROM THE CONFLUENCE OF THE CLINTON RIVER TO LAKE

THE CLINTON RIVER SPILLWAY CLIMATE RESILIENCY PROJECT INVOLVES THE MAINTENANCE

PROJECT DESCRIPTION

PROTECTION AND RESTORATION OF PROPERTY:

MISCELLANEOUS CONT.

ALL UTILITY CROSSINGS TO HAVE A MINIMUM OF 18" VERTICAL CLEARANCE TYPICAL.

THE GEOTECHNICAL FIRM IF AVAILABLE.

CONTRACTOR IS TO REVIEW SOIL BORING DATA & RECOMMENDATIONS AS PREPARED BY

ALL GRAVEL ACCESS DRIVES TO BE 1" x 3" STONE WITH GEOTEXTILE FABRIC PER DETAILS.

MAINTAIN PEDESTRIAN ACCESS TO THE REMAINDER OF THE SITE.

THE CONTRACTOR SHALL LIMIT THEIR OPERATIONS TO THE WORK AREAS SPECIFIED AND

5,000

2,000

MISCELLANEOUS AND AS NEEDED QUANTITIES - BASE BID

DESCRIPTION UNITQTY.No.

Native Prairie Mix

MISCELLANEOUS AND AS NEEDED QUANTITIES - ALTERNATE 02

0.50 Ac

ONCE FINAL GRADING HAS BEEN ESTABLISHED.

9. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES

8. REMOVE ALL DEWATERING EQUIPMENT, IF ANY, AS SOON AS FEASIBLE.

AREAS EXCEPT ON STEEPER SLOPES WHERE BLANKETS WILL BE REQUIRED.

SURFACE SOIL PROFILES. APPLY HYDRAULIC MULCH TO ALL DISTURBED UPLAND

FOUR (4) INCHES OF COMPOST AND / OR TOPSOIL TO CREATE SUBSOIL AND

7. UPON FINAL GRADING, ALL DISTURBED UPLAND SOILS ARE TO BE AMENDED WITH

THE OWNER SHALL DETERMINE THE AREAS OF TREE PLANTINGS.

LANDSCAPE ARCHITECT AND / OR PROJECT ENGINEER PER THE PROJECT DETAILS.

6. INSTALL TREES AND PLANTINGS IN THE UPLAND AREAS AS DIRECTED BY THE

UNLESS APPROVED BY THE PROJECT ENGINEER.

SLOPE OF PATHS AND MAINTENANCE ACCESS ROADS SHOULD NOT EXCEED 5%

PROJECT ENGINEER BASED ON THE AVAILABILITY OF SUITABLE MATERIALS. THE

CONTOURS AND GRADING MAY NEED TO BE ADJUSTED AND APPROVED BY THE

5. CONTOUR AND GRADE UPLAND AREAS AS SHOWN ON THE PLANS. THE FINAL

ETC. AS SHOWN ON THE PLANS AND PER THE PROJECT DETAILS.

4. INSTALL BANK STABILIZATION, i.e. COIR LOGS, ROOTWAD REVETMENTS, RIPRAP, UPLAND AREAS.

3. EXCAVATE OFF-LINE HABITAT POOLS AND CONTAIN DREDGED SOILS IN APPROVED

SHALL BE MOBILE AND MOVED THROUGHOUT THE PROJECT AS REQUIRED.

PRIOR TO ANY EXCAVATION AND STREAM BANK WORK. THE TURBIDITY CURTAIN

2. THE CONTRACTOR SHALL INSTALL AN EROSION CONTROL, TURBIDITY CURTAIN

MEASURES FOUND TO HAVE FAILED SHALL BE REPAIRED IMMEDIATELY.

EROSION AND SEDIMENTATION CONTROL MEASURES DAILY. ANY EROSION CONTROL

ENGINEER AND PER DETAILS. THE CONTRACTOR SHALL CHECK AND MAINTAIN SOIL

SOIL EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED BY THE PROJECT

1. INSTALL CONSTRUCTION FENCING, GRAVEL ACCESS DRIVES AND ALL TEMPORARY

THE SEQUENCE OF CONSTRUCTION HAS BEEN APPROVED BY ALL PARTIES INVOLVED.

PRECONSTRUCTION MEETING FOR PRIOR APPROVAL. NO WORK MAY COMMENCE UNTIL

SEQUENCE OF CONSTRUCTION TO THE OWNER AND PROJECT ENGINEER AT THE

WISHES TO PROVIDE AN ALTERNATIVE TO THIS SEQUENCE THEY MUST PRESENT THEIR

THE FOLLOWING SEQUENCE OF CONSTRUCTION IS RECOMMENDED. IF THE CONTRACTOR

OR AS DIRECTED BY THE OWNER AND / OR THE PROJECT ENGINEER.

EQUIPMENT ACCESS SHALL BE LIMITED TO THOSE AREAS SHOWN ON THE PLANS

ANY EQUIPMENT WHILE PERFORMING THEIR WORK.

THE CONTRACTOR SHALL MINIMIZE THE AREA AND DURATION OF DISTURBANCE BY

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

FAX (1st. Floor): (248) 454-6312

DATE ISSUED FOR /ADDITIONS / REVISIONS

DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.

SHEETDATE

P T jr e c

S h e e t s c g e n n o t e s .d g n

(248) 454-6359FAX (2nd. Floor):

WEB SITE: www.hrcengr.com

20221060

FEBRUARY 2025

DRAINAGE BOARD

INTERCOUNTY

CLINTON RIVER SPILLWAY

RURAL DEVELOPMENT

AGRICULTURE AND

MICHIGAN DEPT. OF

COMMISSIONER

PUBLIC WORKS

MACOMB COUNTY

DRAIN COMMISSIONER

LAPEER COUNTY

DRAIN COMMISSIONER

ST. CLAIR COUNTY

WATER RESOURCES COMMISSIONER

OAKLAND COUNTY

RIVER R

CLIN

TON RIVER

S. RIVER RD.

ST. CLAIR

LAKE

J E F F E

R S

C R

O C

K E R

B L

V D

15 MILE RD.

GLENWOOD RD.

METROPOLITAN PKWY.

H A

R P

E R

A V

C L I

N T

H A

R R I

R E I

M O

.CLEMENS

MT.

06-11-2025 PERMIT SUBMITTALS

REVISED PER COMMENTS09-16-2025

10-07-2025 ISSUED FOR BIDS

10-10-2025 REISSUED FOR BIDS

MICHIGAN

HRC

J.A.R.

NJ.K.

J.F.B.

MACOMB COUNTY

GRANT

INFRASTRUCTURE

STATE HIGH WATER

PROJECT

CLIMATE RESILIENCY

SPILLWAY

CLINTON RIVER

OWNER REVIEW04-14-2025

EXISTING CONDITION PHOTO 02 - WEIR TRAILEXISTING CONDITION PHOTO 01 - RIVER JUNCTION EXISTING CONDITION PHOTO 03 - WEIR TRAIL EROSION EXISTING CONDITION PHOTO 04 - HABITAT POOL EXISTING CONDITION PHOTO 05 - HABITAT POOL

EXISTING CONDITION PHOTO 06 - BANK EROSION

EXISTING CONDITION PHOTO 07 - BANK EROSION

1" = 100'

20010050250

1" = 100'

20010050250

F O

R C

O N

U A

N S

E E P

L A

N B

E L

O W

Off-Line Habitat Pools

Weir

Building

Weir Control

Off-Line Habitat Pools

Fishing Pier

Bituminous PathBituminous Path

Bituminous Path

CLINTON RIVER SPILLWAY

C L

T O

N R

E R

O A

D M

E T R

O P

O L

A N P

A R

K W

A Y

H A R P E R A

V E

N U E

Parking Lot

CLINTON RIVER SPILLWAY

F O

R C

O N

U A

N S

E E P

L A

N A

B O

V E

1" = 100'

METROPOLITAN PARKWAY

16 MILE ROAD /

CLINTON RIVER TO

EXISTING CONDITIONS

09A 10A

EXISTING CONDITION PHOTO 09 - STORM OUTFALL EXISTING CONDITION PHOTO 10 - STORM OUTFALL

EXISTING CONDITION PHOTO 08 - STORM OUTFALL EXISTING CONDITION PHOTO 09A - STORM OUTFALL EXISTING CONDITION PHOTO 10A - STORM OUTFALL EXISTING CONDITION PHOTO 11 - BANK EROSION

Off-Line Habitat Pools

C L

T O

E R

S P

ILLW

A Y

LOCATION

SHEET

F O

R C

O N

U A

N S

E E S

H E

E T X

U N

N L

A K E R

C L

T O

N T

W P

H A R

O N T

W P

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

FAX (1st. Floor): (248) 454-6312

DATE ISSUED FOR /ADDITIONS / REVISIONS

DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.

SHEETDATE

P T jr e c

S h e e t s

H R

F ig

E x .d g n

(248) 454-6359FAX (2nd. Floor):

WEB SITE: www.hrcengr.com

20221060

FEBRUARY 2025

DRAINAGE BOARD

INTERCOUNTY

CLINTON RIVER SPILLWAY

RURAL DEVELOPMENT

AGRICULTURE AND

MICHIGAN DEPT. OF

COMMISSIONER

PUBLIC WORKS

MACOMB COUNTY

DRAIN COMMISSIONER

LAPEER COUNTY

DRAIN COMMISSIONER

ST. CLAIR COUNTY

WATER RESOURCES COMMISSIONER

OAKLAND COUNTY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

NOTICE:

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM

RIVER R

CLIN

TON RIVER

S. RIVER RD.

ST. CLAIR

LAKE

J E F F E

R S

C R

O C

K E R

B L

V D

15 MILE RD.

GLENWOOD RD.

METROPOLITAN PKWY.

H A

R P

E R

A V

C L I

N T

H A

R R I

R E I

M O

.CLEMENS

MT.

OHWM = 574.4 PER DRUMMOND CARPENTER ENGINEERING & RESEARCH

NOTICE:

06-11-2025 PERMIT SUBMITTALS

MICHIGAN

HRC

J.A.R.

NJ.K.

J.F.B.

MACOMB COUNTY

GRANT

INFRASTRUCTURE

STATE HIGH WATER

PROJECT

CLIMATE RESILIENCY

SPILLWAY

CLINTON RIVER

OWNER REVIEW04-14-2025

35+00 W

40+00 W45+00 W50+00 W55+00 W

60+00 W

5+00 W10+00 W15+00 W20+00 W25+00 W30+00 W jrec Text Box 09-16-2025 jrec Text Box

REVISED PER COMMENTS

jrec Text Box 10-07-2025 jrec Text Box

ISSUED FOR BIDS

jrec Text Box

REISSUED FOR BIDS

jrec Text Box 10-10-2025

R C

O N

U A

N S

E E S

H E

E T X

X -X

F O

R C

O N

U A

N S

E E P

L A

N B

E L

O W

EXISTING CONDITION PHOTO 13 - BANK EROSION EXISTING CONDITION PHOTO 14 - BANK EROSION EXISTING CONDITION PHOTO 16 - BANK EROSIONEXISTING CONDITION PHOTO 15 - CONC. SPILLWAY

1" = 100'

20010050250

1" = 100'

20010050250

1" = 100'

TO JEFFERSON AVENUE

METROPOLITAN PARKWAY

16 MILE ROAD /

EXISTING CONDITIONS

LOCATION

SHEET

S P

ILLW

A Y

E R

C L

T O

I-9 (J

A M

E S G . O 'H

A R

A F

R E E

W A

PEDESTRIAN BRIDGE

FREEDOM TRAIL

CLINTON RIVER SPILLWAY

FREEDOM TRAIL

WATER STORAGE TANK

HARRISON TWP.

H A

R R

O N R

E L

F D

R A

R O

S E

L E C

T O

EXISTING CONDITION PHOTO 18 - BANK EROSIONEXISTING CONDITION PHOTO 17 - STORM OUTFALL

EXISTING CONDITION PHOTO 12 - BANK EROSION

EXISTING CONDITION PHOTO 19 - HABITAT POOL

F O

R C

O N

U A

N S

E E P

L A

N A

B O

V E

CLINTON RIVER SPILLWAY

LAKE ST. CLAIR

Off-Line Habitat Pools

J E

F F

E R

S O

N A

V E

N U

FREEDOM TRAIL

15+00 E

20+00 E 25+00 E

10+00 E

5+00 ECS0+00

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

FAX (1st. Floor): (248) 454-6312

DATE ISSUED FOR /ADDITIONS / REVISIONS

DESIGNED

DRAWN

CHECKED

APPROVED

HRC JOB NO. SCALE

NO.

SHEETDATE

P T jr e c

S h e e t s

H R

F ig

E x .d g n

D D

FAX (2nd. Floor): (248) 454-6359

WEB SITE: www.hrcengr.com

20221060

FEBRUARY 2025

DRAINAGE BOARD

INTERCOUNTY

CLINTON RIVER SPILLWAY

RURAL DEVELOPMENT

AGRICULTURE AND

MICHIGAN DEPT. OF

COMMISSIONER

PUBLIC WORKS

MACOMB COUNTY

DRAIN COMMISSIONER

LAPEER COUNTY

DRAIN COMMISSIONER

ST. CLAIR COUNTY

WATER RESOURCES COMMISSIONER

OAKLAND COUNTY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

NOTICE:

Know what'sbelow.

before you dig.Call

(TOLL FREE)

811or

1-800-482-7171

BEFORE YOU DIG

(3 WORKING DAYS)

72 HOURS

CALL MISS DIG

CALL811.COM

RIVER R

CLIN

TON RIVER

S. RIVER RD.

ST. CLAIR

LAKE

J E F F E

R S

C R

O C

K E R

B L

V D

15 MILE RD.

GLENWOOD RD.

METROPOLITAN PKWY.

H A

R P

E R

A V

C L I

N T

H A

R R I

R E I

M O

.CLEMENS

MT.

OHWM = 574.4 PER DRUMMOND CARPENTER ENGINEERING & RESEARCH

NOTICE:

06-11-2025 PERMIT SUBMITTALS

REVISED PER COMMENTS09-16-2025

10-07-2025 ISSUED FOR BIDS

10-10-2025 REISSUED FOR BIDS

MICHIGAN

HRC

J.A.R.

NJ.K.

J.F.B.

MACOMB COUNTY

GRANT

INFRASTRUCTURE

STATE HIGH WATER

PROJECT

CLIMATE RESILIENCY

SPILLWAY

CLINTON RIVER

OWNER REVIEW04-14-2025

50+00 E 55+00 E

45+00 E

35+00 E 30+00 E

40+00 E

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

HRC

J.A.R.

N.J.K.

J.F.B.

20221060

FEBRUARY 2025

MICHIGANMACOMB COUNTY

CLINTON RIVER

SPILLWAY

HABITAT RESTORATION

PROJECT

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

PROJECT

LOCATION

MACOMB COUNTY

PUBLIC WORKS

COMMISSIONER

ST. CLAIR COUNTY

DRAIN COMMISSIONER

LAPEER COUNTY

DRAIN COMMISSIONER

OAKLAND COUNTY

WATER RESOURCES COMMISSIONER

MICHIGAN DEPT. OF

AGRICULTURE AND

RURAL DEVELOPMENT

CLINTON RIVER SPILLWAY

INTERCOUNTY

DRAINAGE BOARD

FLOW

BANK

3'-4'

6'- 8'

3 TRUNK LENGTH

AutoCAD SHX Text Along Bank Areas with > 3 ft of Bank/Bottom Horizontally Exposed, > 2 ft Vertical Cutbanks, and Lacking Mature Woody Vegetation - Install Rootwad Revetment along Channel Bank ~100 linear ft

AutoCAD SHX Text Existing Conditions Bank Erosion

AutoCAD SHX Text Insall Coir Log Bank Stabilization with Native Planting Plugs. Preserve Existing Woody Vegetation.

AutoCAD SHX Text

ROOTWAD REVETMENT DETAIL

AutoCAD SHX Text

OHWM 574.00

AutoCAD SHX Text Channel Bottom (Varies)

AutoCAD SHX Text

AVG LOW WATER 572.00

AutoCAD SHX Text

FOOTER LOG OR BOULDER

AutoCAD SHX Text

ANCHOR POST

AutoCAD SHX Text

DRAINAGE AGGREGATE LAYER, ENCAPSULATED WITH FILTERWEAVE GEOTEXTILE

AutoCAD SHX Text TRUNK WITH ROOTWAD, 20' MIN LENGTH. MIN. 3/4 LENGTH BURIED. TRUNKS ALIGNED 15-25 DEGREES TO CHANNEL BANK

AutoCAD SHX Text

TUBELING 10' O.C. OR LIVE STAKES 5' O.C.

AutoCAD SHX Text

NOTE: BANK HEIGHT VARIES. TIE INTO EXISTING SLOPE

AutoCAD SHX Text

10" 3LB/CU FT VEGETATED COIR LOG, SPECIES PER SPECFICATIONS

AutoCAD SHX Text

2 DESIRED

AutoCAD SHX Text

1 MAX

AutoCAD SHX Text

COIR LOG DETAIL

AutoCAD SHX Text

2" NATIVE HERBACEOUS PLUGS PER NOTES. 2' O.C.

AutoCAD SHX Text

NON-VEGETATED COIR LOG

AutoCAD SHX Text

HARDWOOD STAKES

AutoCAD SHX Text

TUBELING 20' O.C.

AutoCAD SHX Text

LIVE STAKES TO TOP OF BANK, PER NOTES. BANK HEIGHT VARIES

AutoCAD SHX Text

10" 3LB/CU FT VEGETATED COIR LOG, SPECIES PER SPECFICATIONS, PLUGS 2' O.C.

AutoCAD SHX Text

NON-VEGETATED COIR LOG

AutoCAD SHX Text

BIODEGRADABLE EROSION CONTROL MAT WITH NATIVE SEED

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text Channel Bottom (Varies)

AutoCAD SHX Text Contruct Ledgestone Erosion Control From Top of Slope to Shoreline OHWM

AutoCAD SHX Text

STONE TOE TO OHWM

AutoCAD SHX Text

STONE LEVELING SHIM (TYPICAL) AS REQUIRED

AutoCAD SHX Text

MINIMUM OVERLAP EACH STONE

AutoCAD SHX Text

COMPACTED GRAVEL SUBBASE

AutoCAD SHX Text

2" MIN.

AutoCAD SHX Text

TOP OF SLOPE

AutoCAD SHX Text

LEDGE ROCK EROSION CONTROL DETAIL

AutoCAD SHX Text STONE DEPTH (D) VARIES - 12" (MIN) - 18" (MAX) STONE HEIGHT (H) VARIES - 5" (MIN) - 8" (MAX) STONE WIDTH (W) VARIES - 36" (MIN) - 48" (MAX)

AutoCAD SHX Text Existing Conditions Bank Erosion

AutoCAD SHX Text TOTAL WIDTH/EXTENT OF LEDGESTONE VARIES - AS NEEDED TO ADDRESS EXISTING EROSION AREAS. DIMENSIONS TO BE CONFIRMED IN THE FIELD.

AutoCAD SHX Text C

AutoCAD SHX Text C:\Users\NaomiBailey\Drummond Carpenter, PLLC\Drummond Carpenter, PLLC Team Site - Documents (1)\Proj\0262 HRC CR Spillway\Task 2\CAD\Proposed_DC_20250411.dwg

AutoCAD SHX Text Kate Bailey

AutoCAD SHX Text

6/4/2025 9:27 AM

AutoCAD SHX Text HRC_OLW.ctb

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ARCH D (24.00 X 36.00 INCHES)

AutoCAD SHX Text R

AutoCAD SHX Text

N. RIVER RD.

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

S. RIVER RD.

AutoCAD SHX Text

LAKE ST. CLAIR

AutoCAD SHX Text N

AutoCAD SHX Text

JEFFERSON AVE.

AutoCAD SHX Text

CROCKER BLVD.

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

15 MILE RD.

AutoCAD SHX Text

GLENWOOD RD.

AutoCAD SHX Text

METROPOLITAN PKWY.

AutoCAD SHX Text

HARPER

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

CLINTON TWP.

AutoCAD SHX Text

HARRISON TWP.

AutoCAD SHX Text

REIMOLD RD.

AutoCAD SHX Text

MT. CLEMENS

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

AutoCAD SHX Text TRUNK WITH ROOTWAD, 20' MIN LENGTH. MIN. 3/4 LENGTH BURIED. TRUNKS ALIGNED 15-25 DEGREES TO CHANNEL BANK

AutoCAD SHX Text

FOOTER LOG 12"-18" DIA. AND 8'-10' MIN LENGTH

AutoCAD SHX Text

DRAINAGE AGGREGATE LAYER, ENCAPSULATED WITH FILTERWEAVE GEOTEXTILE

AutoCAD SHX Text

ROOTWAD FAN 4' DIA MIN

AutoCAD SHX Text

ANCHOR BOULDERS 18"-24" DIA. SEE SECIFICATION MIN. 3 PER FOOTER LOG.

jrec Text Box

NO SCALE

jrec Text Box

PROJECT DETAILS

jrec Rectangle jrec Text Box

CLINTON RIVER

SPILLWAY

jrec Text Box

CLIMATE RESILIENCY

PROJECT

jrec Text Box

STATE HIGH WATER

INFRASTRUCTURE

GRANT

jrec Text Box 06-11-2025 jrec Text Box

PERMIT SUBMITTALS

jrec Text Box jrec Text Box 09-16-2025 jrec Text Box

REVISED PER COMMENTS

jrec Text Box 10-07-2025 jrec Text Box

ISSUED FOR BIDS

jrec Text Box

REISSUED FOR BIDS

jrec Text Box 10-10-2025 jrec Text Box PAID FOR UNDER THE PAY ITEM "Bank Stabilization, Rootwad Revetment - Lft" jrec Text Box PAID FOR UNDER THE PAY ITEM "Bank Stabilization, Coir Logs - Lft" jrec

PAID FOR UNDER THE PAY ITEM "Bank Stabilization, Rock Outcropping - Ton"

BANK HEIGHT VARIES

(STREAM BED)

SECTION VIEW

PLAN VIEW

FLOW

BASEFLOW

BANKFULL/FLOODPLAIN BENCH

EROSION CONTROL BLANKET

6" TOPSOIL

SUBGRADE

INSTALL EROSION CONTROL

BLANKET IN 6" TRENCH,

STAKE, BACKFILL, AND

COMPACT

LIVE STAKE PLANTINGS OR POLE PLANTINGS

(TYP. - SEE DETAIL) IN DISTURBED AREAS

FOOTER BOULDER DEPTH 10" MIN BELOW

STREAM BED TO PREVENT FAILURE DUE TO

LONG-TERM BED DEGRADATION/SCOUR

ROCK TOE PROTECTION DEPTH

SHALL CONFORM TO FOOTER

BOULDER DEPTH

BLEND BOULDERS INTO

EXISTING STREAM BANK

EXISTING GROUND

EROSION CONTROL BLANKET

6" TOPSOIL AND NATIVE SEED MIX

FOOTER BOULDERS

18" MIN DIA. (TYP.)

TOP BOULDERS (TYP.)

TOP BOULDERS

10" - 18" DIA (TYP.)

EMBED AND STAKE EROSION CONTROL BLANKET 6" MIN.

INTO SUBGRADE AND BELOW GRADE (TYP.)

NATIVE SEED MIX

FILL VOIDS WITH SMALLER

STONE 2"-8" DIA.

(TYP.)

TOTAL WIDTH/EXTENT OF RIPRAP VARIES -

AS NEEDED TO ADDRESS EXISTING

EROSION AREAS. DIMENSIONS TO BE

CONFIRMED IN THE FIELD.

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

HRC

J.A.R.

N.J.K.

J.F.B.

20221060

FEBRUARY 2025

MICHIGANMACOMB COUNTY

CLINTON RIVER

SPILLWAY

HABITAT RESTORATION

PROJECT

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

PROJECT

LOCATION

MACOMB COUNTY

PUBLIC WORKS

COMMISSIONER

ST. CLAIR COUNTY

DRAIN COMMISSIONER

LAPEER COUNTY

DRAIN COMMISSIONER

OAKLAND COUNTY

WATER RESOURCES COMMISSIONER

MICHIGAN DEPT. OF

AGRICULTURE AND

RURAL DEVELOPMENT

CLINTON RIVER SPILLWAY

INTERCOUNTY

DRAINAGE BOARD

AutoCAD SHX Text

RIPRAP DETAIL

AutoCAD SHX Text Construct Riprap Bank Protection

AutoCAD SHX Text Existing Conditions Bank Erosion

AutoCAD SHX Text C

AutoCAD SHX Text C:\Users\NaomiBailey\Drummond Carpenter, PLLC\Drummond Carpenter, PLLC Team Site - Documents (1)\Proj\0262 HRC CR Spillway\Task 2\CAD\Proposed_DC_20250411.dwg

AutoCAD SHX Text Kate Bailey

AutoCAD SHX Text

5/27/2025 10:47 AM

AutoCAD SHX Text HRC_OLW.ctb

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ARCH D (24.00 X 36.00 INCHES)

AutoCAD SHX Text R

AutoCAD SHX Text

N. RIVER RD.

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

S. RIVER RD.

AutoCAD SHX Text

LAKE ST. CLAIR

AutoCAD SHX Text N

AutoCAD SHX Text

JEFFERSON AVE.

AutoCAD SHX Text

CROCKER BLVD.

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

15 MILE RD.

AutoCAD SHX Text

GLENWOOD RD.

AutoCAD SHX Text

METROPOLITAN PKWY.

AutoCAD SHX Text

HARPER

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

CLINTON TWP.

AutoCAD SHX Text

HARRISON TWP.

AutoCAD SHX Text

REIMOLD RD.

AutoCAD SHX Text

MT. CLEMENS

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

AutoCAD SHX Text jrec Text Box 09-16-2025 jrec Text Box 06-11-2025 jrec Text Box

PERMIT SUBMITTALS

jrec Text Box

REVISED PER COMMENTS

jrec Text Box

PROJECT DETAILS

jrec Text Box

NO SCALE

jrec Text Box jrec Text Box 10-07-2025 jrec Text Box

ISSUED FOR BIDS

jrec Text Box

REISSUED FOR BIDS

jrec Text Box 10-10-2025 jrec

PAID FOR UNDER THE PAY ITEM " Bank Stabilization, Riprap (As Needed) - Cyd"

PLANT ALL SHRUBS VERTICAL.

SCARIFY BOTTOM AND SIDEWALLS OF PLANTING PIT.

4" BARK MULCH TO COVER ENTIRE PLANTING

HOLE. TAPER MULCH TO BASE OF PLANT.

BACKFILL WITH MIX OF 50% IMPORTED TOPSOIL

AND 50% EXCAVATED SITE SOIL & TAMP LIGHTLY

PRUNE ALL DEAD OR DAMAGED BRANCHES

WATER TO SATURATE BACKFILL MATERIAL

WITH IN 8 HOURS OF PLANTING

IF CONTAINER STOCK IS ROOT BOUND, MAKE

4 VERTICAL CUTS IN EACH ROOT BALL WITH

SHARP BLADE

PROVIDE 3" SOIL SAUCER AROUND EACH PLANT

SHRUB PLANTING DETAIL

NOT TO SCALE

12"

OPEN PLANTING PIT

TO BE TWICE THE SIZE OF PLUG ROOT

BACKFILL WITH EX. SOIL

5" TYP.

NOTES:

ENSURE THAT ROOTS ARE POINTING DOWNWARD IN

THE HOLE. WHEN CLOSING PLANTING HOLE,

ENSURE NO AIR POCKETS ARE LEFT IN HOLE.

WATER TO SATURATE BACKFILL MATERIAL

WITHIN 1 HOUR OF PLANTING

3" TYP.

ROOT COLLAR SQUARE TO FINISH GRADE

PROVIDE 3" SOIL SAUCER AROUND

EACH PLANT

PLUG PLANTING DETAIL

NOT TO SCALE

SECTION VIEW

TWO UNTREATED PINE OR DOUGLAS FIR

STAKES. INSTALL 2" AWAY FROM THE

EDGE OF THE ROOT BALL.

PLAN VIEW

2" X 2" WOODEN STAKES.

STAKES SHALL BE

UNTREATED PINE OR

DOUGLAS-FIR.

SECURE CROSS MEMBER TO VERTICAL

STAKES USING THREE INCH LONG WOOD

SCREWS.

WIDTH SHALL VARY

DEPENDING ON ROOT BALL

SIZE.

WATER BACKFILL TO SETTLE SOIL

PRIOR TO PLACEMENT OF MULCH

4" MULCH TO COVER ENTIRE

PLANTING HOLE. TAPER MULCH TO

TRUNK. CREATE CONTINUOUS 6"

EARTH SAUCER.

TREE SHALL BE PLANTED WITH TOP OF

ROOT BALL AT OR NO GREATER THAN 4"

ABOVE FINISH GRADE - NEVER LOWER.

SCARIFY BOTTOM AND

SIDEWALLS OF PLANTING PIT.

REMOVE TOP 1/3 OF BURLAP OR

ENTIRE RAP IF NON-BIODEGRADEABLE

AFTER PLACING TREE IN PIT

6" EARTH PEDESTAL OF UNDISTURBED OR

COMPACTED SOIL.

12"

MIN.

TREE WRAP FROM BASE TO FIRST

BRANCH.

PLANTING MIXTURE

REMOVE SOIL FROM TOP OF ROOT BALL

TO EXPOSE ROOT FLARE

TREE PLANTING DETAIL

NOT TO SCALE

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

HRC

J.A.R.

N.J.K.

J.F.B.

20221060

FEBRUARY 2025

MICHIGANMACOMB COUNTY

CLINTON RIVER

SPILLWAY

HABITAT RESTORATION

PROJECT

Know what's below.

before you dig.Call

CALL811.COM

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY

HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD

MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR

SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

PROJECT

LOCATION

MACOMB COUNTY

PUBLIC WORKS

COMMISSIONER

ST. CLAIR COUNTY

DRAIN COMMISSIONER

LAPEER COUNTY

DRAIN COMMISSIONER

OAKLAND COUNTY

WATER RESOURCES COMMISSIONER

MICHIGAN DEPT. OF

AGRICULTURE AND

RURAL DEVELOPMENT

CLINTON RIVER SPILLWAY

INTERCOUNTY

DRAINAGE BOARD

AutoCAD SHX Text

TREE PLANTING AREAS

AutoCAD SHX Text

PLANTING NOTES

AutoCAD SHX Text

1. PLANT TREES AT RANDOM SPACING, 15 FT - 25 FT ON CENTER, AT LEAST TWO ROWS PLANT TREES AT RANDOM SPACING, 15 FT - 25 FT ON CENTER, AT LEAST TWO ROWS FROM WATER'S EDGE INLAND. 2. TREES SHALL BE 2" CALIPER, OR APPROVED ALTERNATIVE, BUT NO SMALLER THAN TREES SHALL BE 2" CALIPER, OR APPROVED ALTERNATIVE, BUT NO SMALLER THAN BAREROOT, MULTIBRANCHED TREES OF 6'-8' HEIGHT. 3. TREES SHALL BE PLANTED ACCORDING TO PLANTING DETAIL OR NURSERY INSTRUCTIONS, TREES SHALL BE PLANTED ACCORDING TO PLANTING DETAIL OR NURSERY INSTRUCTIONS, AND PLACED WITH ANY NECESSARY STAKING AND DEER PROTECTION. 4. SPECIES SHALL BE A MIX OF: SPECIES SHALL BE A MIX OF: NORTHERN HACKBERRY Celtis occidentalis 15% Celtis occidentalis 15% 15% SILVER MAPLE Acer saccharinum 15% Acer saccharinum 15% 15% SWAMP WHITE OAK Quercus bicolor 15% Quercus bicolor 15% 15% BLACKGUM Nyssa sylvatica 15% Nyssa sylvatica 15% 15% RED OAK Quercus rubra 15% Quercus rubra 15% 15% BASSWOOD Tilia americana 15% Tilia americana 15% 15% BLACK SPRUCE Picea mariana 5% Picea mariana 5% 5% CANADIAN SERVICEBERRY Amelanchier canadensis 5% Amelanchier canadensis 5% 5% 5. COMMON HACKBERYY, SILVER MAPLE, AND SWAMP WHITE OAK SHALL BE PLANTED ON THE COMMON HACKBERYY, SILVER MAPLE, AND SWAMP WHITE OAK SHALL BE PLANTED ON THE WATERWARD SIDE OF PLANTING AREAS. RED OAK, BASSWOOD, AND BLACKGUM SHALL BE PLANTED ON THE UPLAND SIDE OF PLANTING AREAS. WHITE SPRUCE AND SERVICEBERRY SHAL LBE INTERPLANTED AT RANDOM SPACING. 6. TOTAL QUANTITY APPROXIMATELY 500 TREES. TOTAL QUANTITY APPROXIMATELY 500 TREES.

AutoCAD SHX Text

NATIVE WETLAND HERBACEOUS PLUGS FOR BANK STABILIZATION (COIR LOGS)

AutoCAD SHX Text MAINTENANCE AND WARRANTY PERIOD: 1. MAINTENANCE PERIOD: ENSURE THAT ALL TREES, SHRUBS, SEEDING, AND HERBACEOUS PLANTS INSTALLED MAINTENANCE PERIOD: ENSURE THAT ALL TREES, SHRUBS, SEEDING, AND HERBACEOUS PLANTS INSTALLED UNDER THIS CONTRACT WILL BE HEALTHY AND IN FLOURISHING CONDITION OF ACTIVE GROWTH FOR TWO (2) FULL GROWING SEASONS (MAY THROUGH OCTOBER) FROM DATE OF PLANTING INSTALLATION ACCEPTANCE. THE CONTRACTOR SHALL RESPOND WITHIN TWO (2) WEEKS OF WRITTEN REQUESTS BY THE OWNER FOR REPLACEMENT OR REPAIR. IF THE CONTRACTOR FAILS TO RESPOND WITHIN THIS TIME, THE OWNER MAY PROCEED WITH REPLACEMENT WORK AND BILL THE CONTRACTOR. 2. WARRANTY PERIOD: ENSURE THAT ALL TREES, SHRUBS, SEEDING, AND HERBACEOUS PLANTS INSTALLED UNDER WARRANTY PERIOD: ENSURE THAT ALL TREES, SHRUBS, SEEDING, AND HERBACEOUS PLANTS INSTALLED UNDER THIS CONTRACT WILL BE HEALTHY AND IN FLOURISHING CONDITION OF ACTIVE GROWTH FOR ONE (1) FULL GROWING SEASON (MAY THROUGH OCTOBER) FROM DATE OF MAINTENANCE PERIOD ACCEPTANCE. THE CONTRACTOR SHALL RESPOND WITHIN TWO (2) WEEKS OF WRITTEN REQUESTS BY THE OWNER FOR REPLACEMENT OR REPAIR. IF THE CONTRACTOR FAILS TO RESPOND WITHIN THIS TIME, THE OWNER MAY PROCEED WITH REPLACEMENT WORK AND BILL THE CONTRACTOR. 3. ALL DELAYS IN COMPLETION OF PLANTING OPERATIONS WHICH EXTEND THE PLANTING INTO MORE THAN ONE ALL DELAYS IN COMPLETION OF PLANTING OPERATIONS WHICH EXTEND THE PLANTING INTO MORE THAN ONE PLANTING SEASON SHALL EXTEND THE WARRANTY PERIOD CORRESPONDINGLY. 4. REPLACEMENTS: AS SOON AS WEATHER CONDITIONS PERMIT, REPLACE, WITHOUT COST TO OWNER, ALL DEAD REPLACEMENTS: AS SOON AS WEATHER CONDITIONS PERMIT, REPLACE, WITHOUT COST TO OWNER, ALL DEAD PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION, AS DETERMINED BY THE ENGINEER DURING AND AT THE END OF THE MAINTENANCE AND WARRANTY PERIODS. 5.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 16, 2025.