Drawings_-_Galloway_Creek.pdf

PDF 24 MB Posted Jul 7, 2017

Attached to: Galloway Creek Ecosystem Restoration Federal contract opportunity
Solicitation number: W911XK-17-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Drawings - Galloway Creek

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File	Type	Posted
Abstract_W911XK-17-B-0005_Galloway_Creek.pdf	PDF	Aug 25, 2017
Amendment_0003_-_W911XK-17-B-0005.pdf	PDF	Aug 18, 2017
Amendment_0002_-_W911XK-17-B-0005.pdf	PDF	Aug 10, 2017
Revised_Drawings_C310_through_C317_-_Amendment_0002.pdf	PDF	Aug 10, 2017
Sign-In_Sheet_from_Site_Visit.pdf	PDF	Jul 31, 2017
Amendment_0001_-_W911XK-17-B-0005.pdf	PDF	Jul 13, 2017
Solicitation_W911XK-17-B-0005.pdf	PDF	Jul 7, 2017
Specifications_-_Gallloway_Creek.pdf	PDF	Jul 7, 2017

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SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

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GALLOWAY CREEK STREAM RESTORATION

ROCHESTER HILLS, OAKLAND COUNTY, MICHIGAN

OAKLAND

UNIVERSITY

1" = 200'1 SITE OVERVIEW

N.T.S.2 VICINITY MAP

INDEX OF SHEETS

SHEET NO.

COVER SHEET

PROJECT OVERVIEW MAP

TITLE

C 001

C 100

PLAN VIEWSC 101-C 105

LEGEND, SYMBOLS, AND ABBREVIATIONSC 002

PROFILE TABLESC 010

C oo lid ge

H ig hw ay

B er kl ey

, M I 4

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-4

PROPOSED CHANNEL

ALIGNMENT

REQUIRED

(REACH 2)

REQUIRED(REACH 3)

OPTION 1

(REACH 4)

PROFILE VIEWSC 200-C 205

TYPICAL SECTIONSC 300-C 303

DETAIL SHEETSC 500-C 505

ALUMINUM BOX CULVERT DETAILSC 550

PROJECT

SITE

END OPTION 1

WORK

STA. 49+00

WORK UPSTREAM OF

STATION 10+00 IS NOT

PART OF THIS CONTRACT

(TO BE COMPLETED BY

OTHERS)

CROSS SECTIONSC 310-C 317

NOTE:

THE LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO

GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS

TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING MISS DIG PRIOR TO CONSTRUCTION.

Know what's

C 101 C 102

C 103

C 104 (C

104A) C 105

END REQUIRED PROJECT

STA. 40+54

BEGIN OPTION 1 WORK

PLANTING PLANSC 170-C 172

TYPICAL PLANTING SECTIONSC 304-C 305

SOIL EROSION & SEDIMENT CONTROL PLANSC 150-C 152

PLANTING GENERAL NOTES AND TABLESC 008-C 009

EAC

H 3)

N S

STA. 10+00

BEGIN REQUIRED WORK

N S

STRUCTURE TABLEC 005

A D

D E

D S

R E

C K

R E

A D

Y T

O A

D V

E R

/s/ PHIL ROSS

/s/ MARIE STRUM

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

E N

D , S

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B O

, A

N D

A B

B R

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C 002

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S H

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ABBREVIATIONS

UNLESS OTHERWISE NOTED ON EACH SHEET

TYP. TYPICAL

APPROXIMATE

VERTICAL

DIAMETER

STATION

DRAWINGDWG

SPECIFICATIONS

APPROX

EL.,ELEV.,

SPEC.

CATCH BASIN

ELEVATION

V,VERT.

H,HORZ. HORIZONTAL

PI POINT OF INFLECTION

STA.

FEET

BF BOTTOM FACE

RIGHT OF WAYROW

MAXIMUMMAX

MINIMUMMIN

MISCELLANEOUSMISC

SANITARY SEWERSS

STORM DRAINSD

TBM TEMPORARY BENCHMARK

BMP BEST MANAGEMENT PRACTICE

NORTH AMERICAN DATUMNAD

NAVD

NOTICE TO PROCEEDNTP

STORM WATER POLLUTIONSWPPP

PREVENTION PLAN

T THICKNESS

MEDIAN PARTICLE SIZE BY

MASS

NORTH AMERICAN VERTICAL DATUM

BL BASELINE

AZ AZIMUTH

ALT. SP. ALTERNATE SPACING

BM BENCHMARK

BOC BOTTOM OF CONCRETE

BOT BOTTOM

C CENTER

DROP INLETDI

DIA , ∅

DOWNSTREAMD/S

DIST DISTANCE

EASTINGSE

FIRE HYDRANTFH

FINISHED FLOORFF

GASG

HIGH STRENGTHHS

LIGHT POLELP

LIGHT STANDARDLS

MANHOLEMH

NOT TO SCALENTS

ON CENTEROC

OPTIONALOPT.

OFFSETOS

POWERP

POINT OF CURVATUREPC

POINT OF TANGENCYPT

PUMP STATIONPS

REINFORCINGREINF.

SIMILARSIM.

TELEPHONE MANHOLETEL. MH

TOP LAYERTL

TOP OF CONCRETETOC

TOP OF WALLTOW

TEST PILETP

UPSTREAMU/S

WATERW

WALL LINEW/L

WATER METERWM

WATER VALVEWV

D50

FILL AREA

OFF-CHANNEL FOOD PLOT

OXBOW WETLAND

PROPOSED UTILITY ROCK RIFFLE

BOULDER J-HOOK

ESMT

IRW

PROPOSED THALWEG

PROPOSED BANKFULL

TOE WOOD

PROPOSED LOG/ROCK RIFFLE

FLOW DIRECTION ARROW

TEMPORARY CONSTRUCTION

ACCESS ROAD

TEMPORARY STOCKPILE/STORAGE AREA

TEMPORARY CONSTRUCTION LIMITS

TIMBER MAT

CONVENTIONAL SIGNS CONVENTIONAL SIGNS

PROPOSED ROCK SWALE

EXISTING BRIDGE

PROPOSED BRIDGE

NOTE:

THE LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO

GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS

TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING MISS DIG PRIOR TO CONSTRUCTION.

Know what's

OIL-ONLY ABSORBANT BOOM

TYPE III TURBIDITY CURTAIN

SILT FENCESF SF SF SF SF

REQUIRED WORK

EROSION CONTROLEC

MDOT MICHIGAN DEPARTMENT OF

TRANSPORTATION

ELEV

SOIL EROSION AND SEDIMENT CONTROLSESC

WIDTH BANKFULLWBKF

AVERAGE DEPTHD

MAXIMUM DEPTH

BANKFULL WIDTH TO DEPTH RATIOWBKF/D

ABKF BANKFULL AREA

BOTTOM WIDTHWB

STANDARDSTD

SURVEY CONTROL POINTSCP

NORTHINGSN

WATER SURFACE ELEVATIONWSE,WSEL

WIDTH OF FLOODPRONE AREAWFPA

RIFFLER

TOP OF BANKTOB

USACE

MDNR MICHIGAN DEPARTMENT OF

NATURAL RESOURCES

MDEQ MICHIGAN DEPARTMENT OF

ENVIRONMENTAL QUALITY

ET CETERAETC

AC ACRE

CUBIC YARDCY

EACHEA

LINEAR FOOTLF

SY SQUARE YARDS

TONTN

PROJECT SPECIAL PROVISIONSPSP

WITHW/

1. THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) STANDARD DRAWINGS & SPECIFICATIONS

SHALL BE THE 2012 OR CURRENT EDITION.

2. THE FOLLOWING MDOT STANDARD DRAWINGS AND/OR SPECIFICATIONS ARE APPLICABLE TO THE

PROPOSED WORK:

• SECTION 208 - SOIL EROSION AND SEDIMENT CONTROL (SESC)

• SECTION 812 - TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION ZONE OPERATIONS

• SECTION 916 - EROSION AND SEDIMENTATION CONTROL MATERIALS

• SECTION 922 - TEMPORARY TRAFFIC CONTROL MATERIALS

• E&S -1- A - TURBIDITY CURTAIN

• E&S -14-A - GRAVEL ACCESS APPROACH

3. APPLICABLE WORK SHALL BE DONE IN ACCORDANCE WITH MDOT SPECIFICATIONS, EXCEPT FOR SUB-SECTIONS RELATED TO MEASUREMENT AND PAYMENT. MEASUREMENT AND PAYMENT FOR THESE

ITEMS SHALL BE IN ACCORDANCE WITH THE GALLOWAY CREEK STREAM RESTORATION PROJECT

CONSTRUCTION DOCUMENTS.

MICHIGAN DEPARTMENT OF TRANSPORTATION

STANDARD DRAWINGS & SPECIFICATIONS

CUT/FILL LIMITS

N S

THE TOPOGRAPHIC INFORMATION SHOWN ON THE PLAN VIEW WAS DEVELOPED FROM TOPOGRAPHIC

AND GEOMORPHIC SURVEYS PERFORMED BY SUBCONTRACTORS TO THE OWNER, WITH

SUPPLEMENTAL INFORMATION OBTAINED FROM PUBLICLY-AVAILABLE GIS DATABASES.

SURVEY CONTROL, MONUMENTATION, AND RECORD SURVEY ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD-1988). LOCATIONS (NORTHINGS AND EASTINGS) ARE

REFERENCED TO THE NORTH AMERICAN HORIZONTAL DATUM (NAD-83), MICHIGAN STATE PLANE

SOUTH PROJECTION, INTERNATIONAL FEET.

CONTRACTING OFFICER'SCOR

REPRESENTATIVE

R E

A D

Y T

O A

D V

E R

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

U C

E T

A B

C 005

A S

S H

O W

9C -0

.d w g

M A

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D E

S C

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-4

STRUCTURE TABLE

N S

STR # DESCRIPTION REACH STRUCTURE TYPE

SPECIFICATION

SECTION

UPSTREAM

(BEGIN)

STATION

UPSTREAM

(BEGIN)

ELEVATION

DOWNSTREAM

(END) STATION

DOWNSTREAM

(END)

ELEVATION

LENGTH

(FT)

PLAN

SHEET

PROFILE

SHEET

DETAIL

SHEET

REQUIRED TRANSITION 2 UTILITY ROCK RIFFLE 319910 10+20.00 824.13 10+86.00 823.73 66 C 101 C 200 C 504

REQUIRED TRANSITION 2 BOX CULVERT A 359601 10+24.00 824.10 10+42.00 824.00 18 C 101 C 200 C 550

REQUIRED TRANSITION 2 TOE WOOD 319910 10+99.28 824.95 11+82.68 824.76 100 C 102 C 200 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 12+00 823.73 12+50 823.29 50 C 102 C 200 C 505

REQUIRED REACH 2 ROCK SWALE #1 319914 N/A 826.00 13+10 824.50 - C102 C 200 C 502

REQUIRED REACH 2 TOE WOOD 319910 12+67.70 824.57 13+78.45 824.32 133 C 102 C 200 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 13+92 823.29 14+17.00 822.97 25 C 102 C 200 C 505

REQUIRED REACH 2 TOE WOOD 319910 14+30.55 824.20 15+23.08 823.99 113 C 102 C 200 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 15+35.00 822.97 15+63.00 822.57 28 C 102 C 200 C 505

REQUIRED REACH 2 TOE WOOD 319910 15+77.98 823.87 17+00 823.59 145 C 102 C 200 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 17+15.00 822.57 18+00.00 821.97 85 C 102 C 201 C 505

REQUIRED REACH 2 ROCK SWALE #2 319914 N/A 823.20 18+90 823.00 - C102 C 201 C 502

REQUIRED REACH 2 ROCK SWALE #3 319914 N/A 823.00 19+00 822.90 - C102 C 201 C 502

REQUIRED REACH 2 TOE WOOD 319910 18+21.16 823.32 19+60.22 823.00 167 C 102 C 201 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 19+73.00 821.97 19+97.00 821.69 24 C 102 C 201 C 505

REQUIRED REACH 2 TOE WOOD 319910 20+10.35 822.89 20+86.12 822.72 93 C 102 C 201 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 20+98.00 821.69 21+11.00 821.36 13 C 102 C 201 C 505

REQUIRED REACH 2 TOE WOOD 319910 21+24.50 822.63 22+34.22 822.38 130 C 102 C 201 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 22+45.00 821.35 22+57.00 820.92 12 C 103 C 201 C 505

REQUIRED REACH 2 TOE WOOD 319910 22+68.85 822.30 24+06.54 821.99 161 C 103 C 201 C 500

REQUIRED REACH 2 LOG/ROCK RIFFLE 319910 24+35.00 820.92 25+10.00 820.21 75 C 103 C 201 C 505

REQUIRED REACH 2 TOE WOOD 319910 25+42.34 821.68 26+29.92 821.48 100 C 103 C 201 C 500

REQUIRED TRANSITION 3 UTILITY ROCK RIFFLE 319910 26+60.00 820.21 27+10.00 819.90 50 C 103 C 201 C 504

REQUIRED TRANSITION 3 TOE WOOD 319910 27+24.68 821.27 27+87.04 821.12 72 C 103 C 201 C 500

REQUIRED TRANSITION 3 LOG/ROCK RIFFLE 319910 28+00.00 819.90 28+60.00 819.49 60 C 103 C 201 C 505

REQUIRED TRANSITION 3 J-HOOK #2 319910 28+97.00 818.50 29+21 820.80 24 C 103 C 201 C 503

REQUIRED TRANSITION 3 UTILITY ROCK RIFFLE 319910 29+80.00 819.49 31+00.00 818.93 120 C 103 C 201 C 504

REQUIRED TRANSITION 3 TOE WOOD 319910 31+18.11 820.37 32+17.85 820.15 116 C 103 C 201 C 500

REQUIRED TRANSITION 3 LOG/ROCK RIFFLE 319910 32+28.0 818.93 32+38.00 818.65 10 C 103 C 201 C 505

REQUIRED TRANSITION 3 J-HOOK #3 319910 32+43 818.70 32+67 820.00 24 C 103 C 201 C 503

REQUIRED TRANSITION 3 TOE WOOD 319910 33+00 819.95 33+29.79 819.89 36 C 104 C 201 C 500

REQUIRED REACH 3 LOG/ROCK RIFFLE 319910 33+50.00 818.65 34+15.00 818.24 65 C 104 C 201 C 505

REQUIRED REACH 3 TOE WOOD 319910 34+32.83 819.66 35+15.81 819.47 98 C 104 C 202 C 500

REQUIRED REACH 3 LOG/ROCK RIFFLE 319910 35+30.00 818.24 36+00.00 817.74 70 C 104 C 202 C 505

REQUIRED REACH 3 TOE WOOD 319910 36+22.14 819.23 37+34.99 818.97 129 C 104 C 202 C 500

REQUIRED TRANSITION 4 LOG/ROCK RIFFLE 319910 37+50.00 817.74 37+88.00 817.47 38 C 104 C 202 C 505

REQUIRED TRANSITION 4 ROCK SWALE #4 319914 N/A 819.00 38+00 819.00 - c 104 C 202 C 502

REQUIRED TRANSITION 4 J-HOOK #4 319910 37+98 817.40 38+27 818.80 29 C 104 C 202 C 503

REQUIRED TRANSITION 4 UTILITY ROCK RIFFLE 319910 38+70.00 817.47 39+05.00 817.17 35 C 104 C 202 C 504

REQUIRED TRANSITION 4 BOX CULVERT B 359601 38+80.00 817.40 38+98.00 817.20 18 C 104 C 202 C 550

REQUIRED TRANSITION 4 J-HOOK #5 319910 39+26 817.10 39+53.52 818.50 27.5 C 104 C 202 C 503

REQUIRED TRANSITION 4 LOG/ROCK RIFFLE 319910 40+00.00 817.17 40+40.00 816.75 40 C 104 C 202 C 505

REQUIRED TRANSITION 4 J-HOOK #6 319910 40+45 816.80 40+66 818.20 21 C 104 C 202 C 503

44 OPTIONAL TRANSITION 4 TOE WOOD 319910 41+01.53 818.14 41+66.03 818.00 77 C 104A C 202 C 500 45 OPTIONAL REACH 4 LOG/ROCK RIFFLE 319910 41+80.00 816.77 42+06.00 816.44 26 C 104A C 202 C 505 46 OPTIONAL REACH 4 TOE WOOD 319910 42+22.04 817.87 43+10.05 817.67 107 C 105 C 202 C 500 47 OPTIONAL REACH 4 UTILITY ROCK RIFFLE 319910 43+25.00 816.44 43+85.00 816.01 60 C 105 C 202 C 504 48 OPTIONAL REACH 4 TOE WOOD 319910 43+96.80 817.47 45+09.04 817.22 137 C 105 C 202 C 500 49 OPTIONAL REACH 4 ROCK SWALE #6 319914 N/A 818.00 44+50 817.30 - C 105 C 202 C 502 50 OPTIONAL REACH 4 LOG/ROCK RIFFLE 319910 45+15.00 816.01 45+23.00 815.74 8 C 105 C 202 C 505 51 OPTIONAL REACH 4 TOE WOOD 319910 45+28.59 817.17 46+25.22 816.95 112 C 105 C 202 C 500 52 OPTIONAL REACH 4 LOG/ROCK RIFFLE 319910 46+35.00 815.73 46+61.00 815.35 26 C 105 C 202 C 505 53 OPTIONAL REACH 4 TOE WOOD 319910 46+69.16 816.85 47+80.22 816.60 129 C 105 C 202 C 500 54 OPTIONAL REACH 4 LOG/ROCK RIFFLE 319910 48+05.00 815.35 48+60.00 815.04 55 C 105 C 202 C 505 55 OPTIONAL REACH 4 ROCK SWALE #5 319914 N/A 818.00 48+20 816.50 - C 105 C 202 C 502

N/A N/A TRANSITION 3 EX. STONE BRIDGE - - - - - - - - -

R E

A D

Y T

O A

D V

E R

N S

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

N G

T A

S A

N D

N O

C 008

A S

S H

O W

9C -0

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M A

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D E

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C oo lid ge H ig hw ay B er kl ey , M

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TABLE 1 – ZONE A, B, & C

COVER CROP AND/OR TEMPORARY EROSION CONTROL SEED MIXTURE

1,2

TABLE 1 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH GOLF COURSE ON APPROPRIATE SEED MIXES FOR

DISTURBED TURF GRASS AREAS. FAIRWAY CHANNEL BANKS AND FLOODPLAIN APPLY FROM

STATION 29+00 THRU 31+00, 39+00 THRU 41+ 00 AND 48+00 THRU 49+00.

2. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE OWNER: SELECT

SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL

PREPARATION NOTES.

3. PLS - PURE LIVE SEED.

4. CONTRACTOR SHALL SUBSTITUTE WINTER WHEAT BETWEEN NOVEMBER 15 AND APRIL 15 AT A

RATE OF 40 LBS/AC FOR SEEDING AND 15 LBS/AC AS A COVER CROP.

5. NO COVER CROPS IN WETLAND / WET AREAS.

SCIENTIFIC NAME COMMON NAME

SEEDING RATE (PLS )

PERCENT SEASON

AVENA SATIVA COMMON OATS

38 LBS/AC

86 LATE SPRING - EARLY

FALL19 LBS/AC AS A COVER CROP

LOLIUM

MULTIFORUM

ANNUAL RYE

6 LBS / AC

14 (APRIL 15 THRU

NOVEMBER 15)3 LBS/AC AS A COVER CROP

TABLE 4 – ZONE A, B & WETLAND (GOLF COURSE)

NATIVE GRASS SEED MIXTURE

SCIENTIFIC NAME COMMON NAME PHYSIOLOGY

SEEDING RATE (PLS )

ALISMA SUBCORDATUM

SOUTHERN

WATER-PLANTAIN FORB VARIES

ANGELICA ATROPURPUREA ANGELICA FORB VARIES

ASCLEPIAS INCARNATA SWAMP MILKWEED FORB VARIES

BIDENS COMOSA SWAMP TICKSEED FORB VARIES

BIDENS FRONDOSA

COMMON

BEGGER-TICKS FORB VARIES

EUPATORIUM PERFOLIATUM BONESET FORB VARIES

EUTROCHIUM MACULATUM JOE-PYE-WEED FORB VARIES

HELIANTHUS GIGANTEUS TALL SUNFLOWER FORB VARIES

IRIS VIRGINICA BLUE FLAG FORB VARIES

JUNCUS DUDLEYI DUDLEY'S RUSH FORB VARIES

JUNCUS EFFUSUS SOFT RUSH FORB VARIES

JUNCUS TENUIS PATH RUSH FORB VARIES

JUNCUS TORREYI TORREY'S RUSH FORB VARIES

LOBELIA SIPHILITICA

GREAT BLUE

LOBELIA FORB VARIES

LYCOPUS AMERICANUS

COMMON WATER

HOREHOUND FORB VARIES

MENTHA ARVENSIS WILD MINT FORB VARIES

MIMULUS RINGENS MONKEY-FLOWER FORB VARIES

MONARDA FISTULOSA WILD-BERGAMOT FORB VARIES

PHYSOSTEGIA VIRGINIANA OBEDIENT PLANT FORB VARIES

PYCNANTHEMUM

VIRGINIANUM

VIRGINIA MOUNTAIN

MINT FORB VARIES

RANUNCULUS HISPIDUS SWAMP BUTTERCUP FORB VARIES

RUDBECKIA HIRTA BLACK-EYED SUSAN FORB VARIES

SCUTELLARIA LATERIFLORA MAD-DOG SKULLCAP FORB VARIES

SOLIDAGO GIGANTEA LATE GOLDENROD FORB VARIES

SOLIDAGO RIDDELLII

RIDDELLI

GOLDENROD FORB VARIES

SPARGANIUM EURYCARPUM COMMON BUR-REED FORB VARIES

SYMPHYOTRICHUM

NOVAE-ANGLIAE

NEW ENGLAND

ASTER FORB VARIES

TEUCRIUM CANADENSE WOOD-SAGE FORB VARIES

THALICTRUM DASYCARPUM

PURPLE

MEADOW-RUE FORB VARIES

VERBENA HASTATA BLUE VERVAIN FORB VARIES

VERBENA URTICIFOLIA WHITE VERVAIN FORB VARIES

BROMUS CILIATUS FRINGED BROME GRASS VARIES

CALAMAGROSTIS

CANADENSIS BLUE-JOINT GRASS GRASS VARIES

CAREX BLANDA COMMON WOOD

SEDGE SEDGE VARIES

CAREX CRISTATELLA CRESTED OVAL

SEDGE SEDGE VARIES

CAREX GRANULARIS PALE SEDGE SEDGE VARIES

CAREX LACUSTRIS COMMON LAKE

SEDGE SEDGE VARIES

CAREX LUPULINA COMMON HOP

SEDGE SEDGE VARIES

CAREX STICTA COMMON TUSSOCK

SEDGE SEDGE VARIES

CAREX VULPINOIDEA BROWN FOX SEDGE SEDGE VARIES

ELYMUS CANADENSIS CANADA WILD RYE GRASS VARIES

ELYMUS VIRGINICUS VIRGINIA WILD RYE GRASS VARIES

GLYCERIA STRIATA FOWL MANNA GRASS GRASS VARIES

PANICUM VIRGATUM SWITCH GRASS GRASS VARIES

SCHOENOPLECTUS ACUTUS HARDSTEM BULRUSH SEDGE VARIES

SCIRPUS ATROVIRENS DARK GREEN RUSH SEDGE VARIES

SCIRPUS CYPERINUS WOOL-GRASS SEDGE VARIES

SORGHASTRUM NUTANS INDIAN GRASS GRASS VARIES

4,5,6

TABLE 4 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH GOLF COURSE ON APPROPRIATE SEED MIXES FOR

DISTURBED TURF GRASS AREAS. FAIRWAY CHANNEL BANKS AND FLOODPLAIN APPLY FROM

STATION 29+00 THRU 31+00, 39+00 THRU 41+ 00 AND 48+00 THRU 49+00.

2. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE OWNER:

SELECT SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED

BED/SOIL PREPARATION NOTES.

3. PLS - PURE LIVE SEED.

4. SEED MIXES SHALL INCLUDE AT LEAST 10 FORBS, 3 GRASSES, AND 3 SEDGE SPECIES.

5. MAINTAIN SPECIES DIVERSITY BY USING NO MORE THAN 10% OF ANY SINGLE SPECIES IN THE

TOTAL SEED MIX.

6. APPLY SEED MIX AT A RATE OF 6 LB/AC.

SCIENTIFIC NAME COMMON NAME SIZE SPACING

CORNUS AMOMIUM SILKY DOGWOOD 8” – 24” 1 SHRUB PER 3 LINEAR FEET

OF STREAM BANK IN 2 ROWS

SPACED 3 FEET APART. THE

FIRST ROW IS ALONG THE TOP

OF BANK (BANKFULL) AND THE

SECOND ROW IS BACK ON THE

FLOODPLAIN.

CORNUS FOEMINA GRAY DOGWOOD 8” – 24”

CORNUS SERICEA

RED-OSIER

DOGWOOD 8” – 24”

TABLE 2 – ZONE B (GOLF COURSE) - SHRUB1,2

TABLE 2 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH GOLF COURSE ON APPROPRIATE SEED

MIXES FOR DISTURBED TURF GRASS AREAS. FAIRWAY CHANNEL BANKS AND

FLOODPLAIN APPLY FROM STATION 29+00 THRU 31+00, 39+00 THRU 41+ 00 AND 48+00

THRU 49+00.

2. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE

OWNER: SELECT SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS

DESCRIBED IN SEED BED/SOIL PREPARATION NOTES.

3. SHRUBS TO BE PLANTED ALONG TOE WOOD; AT CULVERTS AND AT J-HOOKS

(INTERSECTION WITH THE BANK) IN CLUSTERS OF 5 TO 7.

SCIENTIFIC NAME COMMON NAME PERCENT

SEEDING RATE (PLS )

SORGHASTRUM NUTANS INDIAN GRASS 50.000 7.5 LBS/AC

PANICUM VIRGATUM SWITCH GRASS 50.000 7.5 LBS/AC

TOTAL SEED MIX 100.000 15 LBS/AC

TABLE 3 – UTILITY RIGHT-OF-WAY (NON-GOLF COURSE AREAS)

GRASS SEED MIX 1,2

TABLE 3 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH GOLF COURSE ON APPROPRIATE SEED MIXES FOR

DISTURBED TURF GRASS AREAS. FAIRWAY CHANNEL BANKS AND FLOODPLAIN APPLY FROM

STATION 29+00 THRU 31+00, 39+00 THRU 41+ 00 AND 48+00 THRU 49+00.

2. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE OWNER:

SELECT SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED

BED/SOIL PREPARATION NOTES.

3. PURE LIVE SEED.

SCIENTIFIC NAME COMMON NAME

SIZE (INCHES)

SPACING

SALIX AMYGDALOIDES PEACHLEAF WILLOW LENGTH 24-36, DIA. ¾” – 1½”

STAGGERED WITH 1 STAKE PER 3

LINEAR FEET OF STREAM BANK IN 3

ROWS SPACED 1 FOOT APART. THE

FIRST ROW IS ALONG THE TOP OF BANK

(BANKFULL) AND THE NEXT 2 ARE BELOW

BANKFULL BETWEEN THE TOP OF BANK

AND THE INNER BERM. PLANT ON

RIFFLES AND OUTSIDE MEANDER BENDS

INCLUDING WITHIN THE TOE WOOD.

SALIX EXIGUA SANDBAR WILLOW LENGTH 24-36, DIA. ¾” – 1½”

SAMBUCUS CANADENSIS ELDERBERRY LENGTH 24-36, DIA. ¾” – 1½”

VIBURNUM TRILOBUM

HIGH BUSH

CRANBERY LENGTH 24-36, DIA. ¾” – 1½”

CORNUS SERICEA RED-OSIER DOGWOOD LENGTH 24-36, DIA. ¾” – 1½”

CORNUS AMOMUM SILKY DOGWOOD LENGTH 24-36, DIA. ¾” – 1½”

TABLE 5 – ZONE A - SPECIES FOR DORMANT WOODY CUTTINGS1,2

TABLE 5 NOTES:

1. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE OWNER: SELECT

SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL

PREPARATION NOTES.

2. MAINTAIN SPECIES DIVERSITY BY USING AT LEAST FOUR (4) SPECIES WITH NO MORE THAN 25% OF ANY

ONE (1) SPECIES.

3. IF RIFFLE MATERIAL IS APPLIED UP TO THE BANKFULL ELEVATION WITHIN THE CONSUMERS ENERGY

RIGHT-OF-WAY LIVE STAKES WILL NOT BE INSTALLED IN THE STREAM BANK.

4. THE QUANTITY OF LIVE STAKES BELOW THE TOP OF BANK (BANKFULL) MAY BE REDUCED WITHIN THE

TOE WOOD APPLICATION BASED ON THE DENSITY OF TRANSPLANT MATERIAL.

TABLE 6 - ZONE A, B & WETLAND (NON-GOLF COURSE AREAS)

NATIVE GRASS SEED MIXTURE 1

TABLE 6 NOTES:

1. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE OWNER: SELECT

SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL

PREPARATION NOTES.

2. PLS - PURE LIVE SEED.

3. SEED MIXES SHALL INCLUDE 50% WILD RYE SPECIES. MAINTAIN SPECIES DIVERSITY BY USING NO MORE

THAN 35% OF ANY SINGLE WILD RYE SPECIES.

4. SEED MIX SHALL INCLUDE 50% OF AT LEAST 6 "OTHER" SPECIES (3 SEDGE SPECIES AND A MINIMUM OF

3 GRASS SPECIES). MAINTAIN SPECIES DIVERSITY BY USING NO MORE THAN 10% OF ANY SINGLE

SPECIES IN THE 50% "OTHER" COMPONENT OF THE SEED MIX.

5. APPLY SEED MIX AT A RATE OF 10 LB/AC.

5,6

SCIENTIFIC NAME COMMON NAME PHYSIOLOGY

SEEDING RATE (PLS )

BROMUS CILIATUS FRINGED BROME GRASS VARIES

CALAMAGROSTIS

CANADENSIS BLUE-JOINT GRASS GRASS VARIES

CAREX BLANDA COMMON WOOD

SEDGE SEDGE VARIES

CAREX CRISTATELLA CRESTED OVAL SEDGE SEDGE VARIES

CAREX GRANULARIS PALE SEDGE SEDGE VARIES

CAREX LACUSTRIS COMMON LAKE SEDGE SEDGE VARIES

CAREX LUPULINA COMMON HOP SEDGE SEDGE VARIES

CAREX STICTA COMMON TUSSOCK

SEDGE SEDGE VARIES

CAREX VULPINOIDEA BROWN FOX SEDGE SEDGE VARIES

ELYMUS CANADENSIS CANADA WILD RYE GRASS VARIES

ELYMUS VIRGINICUS VIRGINIA WILD RYE GRASS VARIES

GLYCERIA STRIATA FOWL MANNA GRASS GRASS VARIES

PANICUM VIRGATUM SWITCH GRASS GRASS VARIES

SCHOENOPLECTUS ACUTUS HARDSTEM BULRUSH SEDGE VARIES

SCIRPUS ATROVIRENS DARK GREEN RUSH SEDGE VARIES

SCIRPUS CYPERINUS WOOL-GRASS SEDGE VARIES

SORGHASTRUM NUTANS INDIAN GRASS GRASS VARIES

SPARTINA PECTINATA CORDGRASS GRASS VARIES

5,6

REQUIRED WORK

3,4

N S

R E

A D

Y T

O A

D V

E R

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

N G

T A

S A

N D

N O

C 009

A S

S H

O W

9C -0

.d w g

M A

R K

D E

S C

N D

A P

P R

C oo lid ge H ig hw ay B er kl ey , M

I 4 ce

-4

SCIENTIFIC NAME COMMON NAME SIZE SPACING

AMELANCHIER ARBOREA JUNEBERRY 7'-8' HEIGHT, 32-INCH BALL

TREES ARE SPACED EVERY 25’ – 50’ AT

LOCATIONS STAKED IN THE FIELD ON THE

SOUTH / EAST FLOODPLAIN. THE FIRST

ROW IS 10’ BACK FROM THE TOP OF BANK

(BANKFULL).

ACER SACCHARINUM SILVER MAPLE 7'-8' HEIGHT, 32-INCH BALL

JUGLANS NIGRA BLACK WALNUT 7'-8' HEIGHT, 32-INCH BALL

PRUNUS SEROTINA BLACK CHERRY 7'-8' HEIGHT, 32-INCH BALL

PRUNUS VIRGINIANA CHOKECHERRY 7'-8' HEIGHT, 32-INCH BALL

POPULUS DELTOIDES EASTERN COTTONWOOD 7'-8' HEIGHT, 32-INCH BALL

QUERCUS BICOLOR SWAMP WHITE OAK 7'-8' HEIGHT, 32-INCH BALL

QUERCUS MACROCARPA BUR OAK 7'-8' HEIGHT, 32-INCH BALL

QUERCUS RUBRA NORTHERN RED OAK 7'-8' HEIGHT, 32-INCH BALL

TILIA AMERICANA AMERICAN BASSWOOD 7'-8' HEIGHT, 32-INCH BALL

TABLE 7 – ZONE B & C (NON-GOLF COURSE AREAS)

B&B TREE PLANTING SCHEDULE 1,2

TABLE 7 NOTES:

1. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE COR: SELECT SPECIES SUITABLE

FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL PREPARATION NOTES.

2. MAINTAIN SPECIES DIVERSITY BY USING AT LEAST EIGHT SPECIES WITH NO MORE THAN 15% OF ANY ONE SPECIES.

3. TREES OF THE SAME SPECIES TO BE PLANTED IN GROUPS OF 3 TO 5.

4. PLANT ONLY IN UPDLAND/STREAM TERRACE AREAS.

SCIENTIFIC NAME COMMON NAME SIZE SPACING

CEPHALANTHUS

OCCIDENTALIS

BUTTONBUSH 8” – 24”

1 SHRUB PER 3 LINEAR FEET OF

STREAM BANK IN 2 ROWS SPACED 3

FEET APART. THE FIRST ROW IS

ALONG THE TOP OF BANK (BANKFULL)

AND THE SECOND ROW IS BACK ON

THE FLOODPLAIN.

CORNUS AMOMUM SILKY DOGWOOD 8” – 24”

CORNUS FOEMINA GRAY DOGWOOD 8” – 24”

CORNUS SERICEA RED-OSIER DOGWOOD 8” – 24”

SAMBUCUS CANADENSIS ELDERBERRY 8” – 24”

VIBURNUM LENTAGO NANNYBERRY 8” – 24”

TABLE 8 – ZONE B (NON-GOLF COURSE AREAS) - SHRUB

SCIENTIFIC NAME COMMON NAME PHYSIOLOGY

SEEDING RATE (PLS )

ASCLEPIAS INCARNATA SWAMP MILKWEED FORB VARIES

EUPATORIUM PERFOLIATUM BONESET FORB VARIES

EUTROCHIUM MACULATUM JOE-PYE-WEED FORB VARIES

IRIS VIRGINICA BLUE FLAG FORB VARIES

MONARDA FISTULOSA WILD-BERGAMOT FORB VARIES

RUDBECKIA HIRTA BLACK-EYED SUSAN FORB VARIES

SOLIDAGO GIGANTEA LATE GOLDENROD FORB VARIES

SOLIDAGO RIDDELLII RIDDELLI GOLDENROD FORB VARIES

THALICTRUM DASYCARPUM PURPLE MEADOW-RUE FORB VARIES

CALAMAGROSTIS

CANADENSIS BLUE-JOINT GRASS GRASS VARIES

ELYMUS CANADENSIS CANADA WILD RYE GRASS VARIES

ELYMUS VIRGINICUS VIRGINIA WILD RYE GRASS VARIES

PANICUM VIRGATUM SWITCH GRASS GRASS VARIES

TABLE 10 – ZONE C - NATIVE GRASS SEED MIXTURE 1,2

4,5,6

TABLE 10 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH COR ON APPROPRIATE SEED MIXES FOR DISTURBED

FAIRWAY FLOODPLAIN SLOPES APPLY FROM STATION 29+00 THRU 31+00, 39+00 THRU 41+ 00 AND

48+00 THRU 49+00.

2. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE COR: SELECT

SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL

PREPARATION NOTES.

3. PLS - PURE LIVE SEED.

4. SEED MIXES SHALL INCLUDE AT LEAST 3 FORBS AND 3 GRASSES SPECIES.

5. MAINTAIN SPECIES DIVERSITY BY USING NO MORE THAN 20% OF ANY SINGLE SPECIES IN THE TOTAL

SEED MIX.

6. APPLY SEED MIX AT A RATE OF 6 LB/AC.

TABLE 9. ZONE D – FAIRWAY TURF GRASS1,2

1,3

TABLE 8 NOTES:

1. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE COR: SELECT SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL PREPARATION NOTES.

2. SHRUBS TO BE PLANTED ALONG TOE WOOD; AT CULVERTS AND AT J-HOOKS (INTERSECTION WITH THE

BANK) IN CLUSTERS OF 5 TO 7.

3. MAINTAIN SPECIES DIVERSITY BY USING NO MORE THAN 20% OF ANY SINGLE SPECIES IN THE TOTAL

MIX.

TABLE 9 NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE COR ON APPROPRIATE SEED MIXES FOR DISTURBED

TURF GRASS AREAS.

2. CONTRACTOR MAY SELECT OTHER SPECIES THAT MUST BE APPROVED BY THE COR: SELECT

SPECIES SUITABLE FOR SOIL CONDITIONS PER TESTING AS DESCRIBED IN SEED BED/SOIL

PREPARATION NOTES.

3. PLS - PURE LIVE SEED.

REQUIRED WORK

N S

AREA COMMON NAME

SEEDING RATE

(PLS3) PERCENT GERMINATION

GREENS

PURE DISTINCTION CREEPING

BENTGRASS 98.99 96%

INERT MATTER 1.01

WEED SEEDS 0.00

TOTAL 3 LBS/1000 SQFT 100.00

TEES PENNCROSS CREEPING BENTGRASS 99.44 95%

INERT MATTER 0.66

WEED SEEDS 0.00

TOTAL 3 LBS/1000 SQFT 100.00

FAIRWAYS PENNCROSS CREEPING BENTGRASS 99.44 95%

INERT MATTER 0.66

WEED SEEDS 0.00

TOTAL 66 LBS/ACRE 100.00

ROUGH GLADSTONE KENTUCKY BLUEGRASS 24.83 85%

ARGYLE KENTUCKY BLUEGRASS 24.80 85%

PENNANT II PERENNIAL RYEGRASS 24.70 90%

PALMER III PERENNIAL RYEGRASS 24.64 90%

OTHER CROP SEEDS 0.02

INERT MATTER 1.01

WEED SEEDS 0.00

TOTAL 80 - 100 LBS/ACRE 100.00

LONG ROUGH

GOTHAM HARD FESCUE 39.46 85%

EPIC CREEPING RED FESCUE 29.19 85%

AMBROSE CHEWINGS FESCUE 19.80 85%

AZURE SHEEP FESCUE 9.90 85%

OTHER CROP SEEDS 0.00

INERT MATTER 1.64

WEED SEEDS 0.01

TOTAL 175 - 200 LBS/ACRE 100.00

R E

E D

T O

R E

E D

N O

R E

A D

Y T

O A

D V

E R

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

P R

A B

C 010

A S

S H

O W

9C -0

.d w g

M A

R K

D E

S C

N D

A P

P R

C oo lid ge H ig hw ay B er kl ey , M

I 4 ce

-4

PLAN

SHEET REACH STATION

(FT)

THALWEG

ELEVATION (FT)

BED FEATURE

BANKFULL

ELEVATION

(FT)

PROFILE SHEET

TRANSITION 2 10+10.00 823.90 BEGIN GLIDE 826.66

TRANSITION 2 10+20.00 824.13 BEGIN RIFFLE 826.63

TRANSITION 2 10+86.00 823.76 BEGIN RUN 826.48

PLAN

SHEET REACH STATION

THALWEG

ELEVATION BED FEATURE

BANKFULL

ELEVATION PROFILE SHEET

TRANSITION 2 11+19.00 822.71 END RUN 826.41

TRANSITION 2 11+40.99 821.36 MAX POOL 826.36

TRANSITION 2 11+60.00 822.82 BEGIN GLIDE 826.32

REACH 2 12+00.00 823.73 BEGIN RIFFLE 826.23

REACH 2 12+50.00 823.29 BEGIN RUN 826.11

REACH 2 12+80.00 822.34 END RUN 826.04

REACH 2 13+04.62 820.99 MAX POOL 825.99

REACH 2 13+23.62 822.95

END GLIDE/BEGIN

RUN 825.95

REACH 2 13+41.54 820.90 MAX POOL 825.90

REACH 2 13+69.00 822.34 BEGIN GLIDE 825.84

REACH 2 13+92.00 823.29 BEGIN RIFFLE 825.79

REACH 2 14+17.00 822.97 BEGIN RUN 825.73

REACH 2 14+41.00 821.98 END RUN 825.68

REACH 2 14+61.39 820.63 MAX POOL 825.63

REACH 2 14+80.39 822.59

END GLIDE/BEGIN

RUN 825.59

REACH 2 14+92.24 820.56 MAX POOL 825.56

REACH 2 15+15.00 822.21 BEGIN GLIDE 825.51

REACH 2 15+35.00 822.97 BEGIN RIFFLE 825.47

REACH 2 15+63.00 822.57 BEGIN RUN 825.40

REACH 2 15+98.00 821.62 END RUN 825.32

REACH 2 16+18.28 820.28 MAX POOL 825.28

REACH 2 16+37.28 822.23

END GLIDE/BEGIN

RUN 825.23

REACH 2 16+58.59 820.19 MAX POOL 825.19

REACH 2 16+67.00 821.87 BEGIN GLIDE 825.17

REACH 2 17+15.00 822.57 BEGIN RIFFLE 825.07

REACH 2 18+00.00 821.97 BEGIN RUN 824.86

REACH 2 18+40.00 821.07 END RUN 824.77

REACH 2 18+67.51 819.71 MAX POOL 824.71

REACH 2 18+86.51 821.67

END GLIDE/BEGIN

RUN 824.67

REACH 2 19+13.87 819.61 MAX POOL 824.61

REACH 2 19+49.00 821.23 BEGIN GLIDE 824.53

REACH 2 19+73.00 821.97 BEGIN RIFFLE 824.47

REACH 2 19+97.00 821.69 BEGIN RUN 824.42

REACH 2 20+32.00 820.64 END RUN 824.34

REACH 2 20+48.25 819.30 MAX POOL 824.30

REACH 2 20+71.00 820.95 BEGIN GLIDE 824.25

REACH 2 20+98.00 821.69 BEGIN RIFFLE 824.19

REACH 2 21+11.00 821.36 BEGIN RUN 824.16

REACH 2 21+41.00 820.39 END RUN 824.09

REACH 2 21+61.07 819.04 MAX POOL 824.04

REACH 2 21+79.07 821.00

END GLIDE/BEGIN

RUN 824.00

REACH 2 21+97.65 818.96 MAX POOL 823.96

REACH 2 22+15.00 820.62 BEGIN GLIDE 823.92

REACH 2 22+45.00 821.35 BEGIN RIFFLE 823.85

PLAN

SHEET REACH STATION

THALWEG

ELEVATION BED FEATURE

BANKFULL

ELEVATION PROFILE SHEET

REACH 2 22+57.00 820.92 BEGIN RUN 823.83

REACH 2 22+87.00 820.06 END RUN 823.76

REACH 2 23+14.61 818.70 MAX POOL 823.70

REACH 2 23+37.61 820.64

END GLIDE/BEGIN

RUN 823.64

REACH 2 23+60.58 818.59 MAX POOL 823.59

REACH 2 23+87.00 820.23 BEGIN GLIDE 823.53

REACH 2 24+35.00 820.92 BEGIN RIFFLE 823.42

REACH 2 25+10.00 820.21 BEGIN RUN 823.25

REACH 2 25+50.00 819.46 END RUN 823.16

REACH 2 25+86.14 818.08 MAX POOL 823.08

REACH 2 26+15.00 819.52 BEGIN GLIDE 823.02

TRANSITION 3 26+60.00 820.21 BEGIN RIFFLE 822.91

TRANSITION 3 27+10.00 819.90 BEGIN RUN 822.80

TRANSITION 3 27+40.00 819.03 END RUN 822.73

TRANSITION 3 27+55.87 817.20 MAX POOL 822.70

TRANSITION 3 27+70.00 819.06 BEGIN GLIDE 822.66

TRANSITION 3 28+00.00 819.90 BEGIN RIFFLE 822.60

TRANSITION 3 28+60.00 819.49 BEGIN RUN 822.46

TRANSITION 3 29+00.00 818.57 END RUN 822.37

TRANSITION 3 29+20.73 816.82 MAX POOL 822.32

TRANSITION 3 29+40.00 818.68 BEGIN GLIDE 822.28

TRANSITION 3 29+80.00 819.49 BEGIN RIFFLE 822.19

TRANSITION 3 31+00.00 818.93 BEGIN RUN 821.91

TRANSITION 3 31+40.00 818.02 END RUN 821.82

TRANSITION 3 31+67.49 816.26 MAX POOL 821.76

TRANSITION 3 31+98.00 817.89 BEGIN GLIDE 821.69

TRANSITION 3 32+28.00 818.93 BEGIN RIFFLE 821.63

TRANSITION 3 32+38.00 818.65 BEGIN RUN 821.60

TRANSITION 3 32+67.00 817.74 END RUN 821.54

TRANSITION 3 32+85.00 816.00 MAX POOL 821.50

STA. BACK 32+16.87

STA. AHEAD 32+17.85

(SEE NOTE 1)

PLAN

SHEET REACH STATION

THALWEG

ELEVATION BED FEATURE

BANKFULL

ELEVATION PROFILE SHEET

/ C

TRANSITION 3 33+10.00 817.84 BEGIN GLIDE 821.44 C 201REACH 3 33+50.00 818.65 BEGIN RIFFLE 821.35

REACH 3 34+15.00 818.24 BEGIN RUN 821.20

REACH 3 34+55.00 817.31 END RUN 821.11

REACH 3 34+74.32 815.57 MAX POOL 821.07

REACH 3 34+90.00 817.43 BEGIN GLIDE 821.03

REACH 3 35+30.00 818.24 BEGIN RIFFLE 820.94

REACH 3 36+00.00 817.74 BEGIN RUN 820.78

REACH 3 36+50.00 816.87 END RUN 820.67

REACH 3 36+78.57 815.10 MAX POOL 820.60

REACH 3 37+00.00 816.96 BEGIN GLIDE 820.56

TRANSITION 4 37+50.00 817.74 BEGIN RIFFLE 820.44

TRANSITION 4 37+88.00 817.47 BEGIN RUN 820.36

TRANSITION 4 38+13.00 816.50 END RUN 820.30

TRANSITION 4 38+27.98 814.77 MAX POOL 820.27

TRANSITION 4 38+43.00 816.63 BEGIN GLIDE 820.23

TRANSITION 4 38+70.00 817.47 BEGIN RIFFLE 820.17

TRANSITION 4 39+05.00 817.17 BEGIN RUN 820.09

TRANSITION 4 39+34.00 816.22 END RUN 820.02

TRANSITION 4 39+53.52 814.48 MAX POOL 819.98

TRANSITION 4 39+65.00 816.35 BEGIN GLIDE 819.95

TRANSITION 4 40+00.00 817.17 BEGIN RIFFLE 819.87

TRANSITION 4 40+40.00 816.76 BEGIN RUN 819.78

TRANSITION 4 40+54.11 815.3+/- TIE TO EXISTING

TRANSITION 4 40+66.00 815.93 END RUN 819.73

TRANSITION 4 40+84.00 814.18 MAX POOL 819.68

TRANSITION 4 41+10.00 816.43 END GLIDE/BEGIN RUN 819.63

TRANSITION 4 41+40.00 814.06 MAX POOL 819.56

TRANSITION 4 41+56.00 815.92 BEGIN GLIDE 819.52

REACH 4 41+80.00 816.77 BEGIN RIFFLE 819.47

REACH 4 42+06.00 816.44 BEGIN RUN 819.41

REACH 4 42+38.00 815.53 END RUN 819.33

PLAN

SHEET REACH STATION

THALWEG

ELEVATION BED FEATURE

BANKFULL

ELEVATION PROFILE SHEET

REACH 4 42+66.05 813.77 MAX POOL 819.27

REACH 4 42+85.00 815.63 BEGIN GLIDE 819.23

REACH 4 43+25.00 816.44 BEGIN RIFFLE 819.14

REACH 4 43+85.00 816.01 BEGIN RUN 819.00

REACH 4 44+20.00 815.12 END RUN 818.92

REACH 4 44+34.21 813.39 MAX POOL 818.89

REACH 4 44+53.21 815.65 END GLIDE/BEGIN RUN 818.85

REACH 4 44+71.63 813.30 MAX POOL 818.80

REACH 4 44+95.00 815.15 BEGIN GLIDE 818.75

REACH 4 45+15.00 816.01 BEGIN RIFFLE 818.71

REACH 4 45+23.00 815.74 BEGIN RUN 818.69

REACH 4 45+63.00 814.80 END RUN 818.60

REACH 4 45+76.91 813.07 MAX POOL 818.57

REACH 4 45+95.00 814.93 BEGIN GLIDE 818.53

REACH 4 46+35.00 815.73 BEGIN RIFFLE 818.43

REACH 4 46+61.00 815.35 BEGIN RUN 818.38

REACH 4 46+91.00 814.51 END RUN 818.31

REACH 4 47+06.18 812.77 MAX POOL 818.27

REACH 4 47+25.18 815.03 END GLIDE/BEGIN RUN 818.23

REACH 4 47+43.20 812.69 MAX POOL 818.19

REACH 4 47+60.00 814.55 BEGIN GLIDE 818.15

TRANSITION 5 48+05.00 815.35 BEGIN RIFFLE 818.05

TRANSITION 5 48+60.00 815.04 END RIFFLE 817.92

END REQUIRED

PROJECT WORK

BEGIN OPTION 1

(REACH 4)

END OPTION 1

(REACH 4)

BEGIN REQUIRED

PROJECT WORK

STA. 10+00

REQUIRED

WORK

REQUIRED

WORK

REQUIRED

WORK

REQUIRED

WORK

STATION EQUALITY

NOTES:

1. STATION EQUALITY ON SHEETS C103 AND C 201 (REACH 3)

ALL WORK

UPSTREAM OF

STATION 10+00 IS

NOT PART OF THIS

CONTRACT

(TO BE COMPLETED

BY OTHERS)

R E

A D

Y T

O A

D V

E R

N S

T O

/09

/20

/09

/20

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

. 1 0+

N V

C 101

G R

A P

9C -1

.d w g

60'0 30'

M A

R K

D E

S C

N D

A P

P R

EX. WETLAND

C oo lid ge

H ig hw ay

B er kl ey

, M I 4 ce

-4

EXISTING

CONCRETE

PAD

STR #2

REMOVE 40 LF EX. 72"

CMP CULVERT AND

INSTALL 27' WIDE 4 SIDED

ALUMINUM BOX CULVERT

(SEE DETAIL SHEET C 550)

EXISTING

CART PATH

EX. WETLAND

NOTE:

THE LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO

GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS

TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING MISS DIG PRIOR TO CONSTRUCTION.

Know what's

STR #1

PROPOSED 66 LF

UTILITY RIFFLE

S H

E E

N S

TRANSITION EX.

CHANNEL BANKS AND

BED TO PROPOSED

CHANNEL FEATURES

(SEE NOTE)

NOTES:

1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE EXISTING

GROUND FEATURES DO NOT REFLECT CHANGES TO THE SITE THAT MAY HAVE

OCCURRED SINCE THAT TIME. ALL PROJECT STATIONING IS ABOUT THE

THALWEG UNLESS OTHERWISE NOTED ON THE PLANS.

2. A DIGITAL CADD FILE WITH THE PROPOSED CHANNEL THALWEG ALIGNMENT

(TANGENTS, PCS, PTS, RADIUS OF CURVATURE, ETC.), BANKFULL LIMITS, AND

PROPOSED FEATURES (IN-STREAM STRUCTURES, CULVERTS, OFF-CHANNEL

FEATURES, ACCESS ROADS, ETC.) WILL BE AVAILABLE TO THE CONTRACTOR

TO ASSIST WITH PROJECT STAKEOUT.

3. SHEET REFERENCES:

• C 005 - STRUCTURE INVENTORY TABLE

• C 008 & C 009 - PLANTING TABLES

• C 150 - SOIL EROSION & SEDIMENT CONTROL

• C 170 - PLANTING PLAN

• C 200 - PROFILE

• C 301 - TYPICAL SECTIONS

• C 305 - PLANTING PLAN TYPICAL SECTIONS

• C 311 - CROSS SECTIONS

• C 504 - UTILITY ROCK RIFFLE DETAIL

• C 550 - ALUMINUM BOX CULVERT DETAIL

4. THE REQUIRED PROJECT WORK BEGINS AT STATION 10+00. THE PROPOSED

BANKS AND FLOODPLAIN ELEVATIONS WILL BE TIED TO THE EXISTING CHANNEL

FEATURES AT STATION 10+00. ANY WORK UPSTREAM OF STATION 10+00 IS NOT

PART OF THIS CONTRACT (TO BE COMPLETED BY OTHERS).

5. THE PROPOSED THALWEG ELEVATION WILL BE TIED TO THE EXISTING CHANNEL

FEATURES AT STATION 10+10 (+/-) AS SHOWN ON SHEET C 200. PROPOSED

UTILITY ROCK RIFFLE (DETAIL SHEET, C 504) GLIDE LENGTH IS LIMITED TO

10-FEET AT STR #1. TRANSITIONS FROM EXISTING GROUND TO PROPOSED

CHANNEL FEATURES WILL BE SMOOTH, ROUNDED, AND EVENLY GRADED.

6. TRANSITIONS FROM EXISTING GROUND TO PROPOSED CHANNEL FEATURES

WILL BE SMOOTH, ROUNDED, AND EVENLY GRADED. PROPOSED THALWEG,

BANKFULL, AND CULVERT INTERCEPTS (TRANSITIONS) ARE SHOWN FOR

STATION 10+00 - 10+70.

7. EXISTING 72" CMP CULVERT AND CART PATH REMOVAL AND DISPOSAL WILL BE

IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR MAY

TEMPORARILY (NO MORE THAN 8 HOURS AT A TIME) DIVERT, PUMP, AND/OR

SUSPEND CHANNEL FLOW DURING CULVERT REMOVAL ACTIVITIES.

TEMPORARY STABILIZATION (STRUCTURAL AND/OR EROSION CONTROL) OF THE

EMBANKMENTS ADJACENT TO THE REMOVED CULVERT MAY BE REQUIRED

UNTIL THE INSTALLATION OF STR #2 ALUMINUM BOX CULVERT. THE

CONTRACTOR WILL MAKE THE DETERMINATION OF TEMPORARY STABILIZATION

MEANS AND METHODS.

8. SEE SPECIFICATIONS FOR BORING INFORMATION AT LOCATIONS B3 & B4

ADJACENT TO STR #2 ALUMINUM BOX CULVERT.

9. THE CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE TO MAINTAIN

GOLF CART ACCESS BETWEEN FAIRWAYS DURING THE REMOVAL OF THE

EXISTING 72" CMP CULVERT AND THE INSTALLATION OF THE NEW 27' WIDE

ALUMINUM BOX CULVERT.

10. THE PLAN SHOW NO UTILITIES WITHIN THE CONSTRUCTION LIMITS OF THE

SHEET C 101 STATION 10+00 - 10+70 REQUIRED WORK. THE CONTRACTOR IS

RESPONSIBLE FOR CONFIRMING THE ACTUAL LOCATION OF UTILITY FACILITIES

(PUBLIC AND PRIVATE) AND WILL PROTECT EXISTING UTILITIES DURING

CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE SPECIFICATIONS.

11. THE CONTRACTOR SHALL PROTECT AND MINIMIZE IMPACTS TO EXISTING

VEGETATION AND/OR WETLANDS DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL LIMIT VEHICLE ACCESS AND DISTURBANCE TO

APPROVED ACCESS/HAUL ROADS AND STAGING AREAS. ACCESS/HAUL ROADS

USING TIMBER MATS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL

MAKE THEIR OWN DETERMINATION OF SIZE AND QUANTITY OF TIMBER MATS

NECESSARY TO MEET THE ACCESS/HAUL ROAD AND CONCENTRATED FLOW

CROSSING REQUIREMENTS BASED ON THEIR EQUIPMENT AND METHODS OF

CONSTRUCTION.

REQUIRED WORK

E A

D Y

T O

A D

V E

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

S H

E E

N V

C 102

G R

A P

9C -1

.d w g

M A

R K

D E

S C

N D

A P

P R

C oo lid ge H ig hw ay B er kl ey , M

I 4 ce

-4

NOTE:

THE LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO

GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS

TO THE COMPLETENESS OR ACCURACY THEREOF.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING MISS DIG PRIOR TO CONSTRUCTION.

Know what's

STR #3

PROPOSED 120 LF

TOE WOOD

STR #7

PROPOSED 25 LF

LOG/ROCK RIFFLE

STR #6

PROPOSED 133 LF

TOE WOOD

STR #8

PROPOSED 113 LF

TOE WOOD

STR#10

PROPOSED 145 LF

TOE WOOD

STR #14

PROPOSED 167 LF

TOE WOOD

STR #16

PROPOSED 93 LF

TOE WOOD

STR #18

PROPOSED 130 LF

TOE WOOD

STR #9

PROPOSED 28 LF

LOG/ROCK RIFFLE

STR #11

PROPOSED 85 LF

LOG/ROCK RIFFLE

STR #15

PROPOSED 24 LF

LOG/ROCK RIFFLE

STR #17

PROPOSED 13 LF

LOG/ROCK RIFFLE

STR #4

PROPOSED 50 LF

LOG/ROCK RIFFLE

ELEV.

824.0 (+/-)

ELEV.

825.0 (+/-)

REQUIRED WORK

. 1 0+

. 2 2+

N S

STR #5

PROP ROCK SWALE #1

INV. ELEV. 824.5 (+/-)

FLOW

SEE SHEET C103

N S

NOTES:

1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE

EXISTING GROUND FEATURES DO NOT REFLECT CHANGES TO THE SITE

THAT MAY HAVE OCCURRED SINCE THAT TIME. ALL PROJECT

STATIONING IS ABOUT THE THALWEG UNLESS OTHERWISE NOTED ON

THE PLANS.

2. A DIGITAL CADD FILE WITH THE PROPOSED CHANNEL THALWEG

ALIGNMENT (TANGENTS, PCS, PTS, RADIUS OF CURVATURE, ETC.),

BANKFULL LIMITS, POINT BARS, AND PROPOSED FEATURES (IN-STREAM

STRUCTURES, SWALES, OFF-CHANNEL FEATURES, ACCESS ROADS, ETC.)

WILL BE AVAILABLE TO THE CONTRACTOR TO ASSIST WITH PROJECT

STAKEOUT.

3. SHEET REFERENCES:

• C 005 - STRUCTURE INVENTORY TABLE

• C 008 & C 009 - PLANTING TABLES

• C 150 & C 151- SOIL EROSION & SEDIMENT CONTROL

• C 170 & C 171 - PLANTING PLAN

• C 200 & C 201 - PROFILE

• C 300 & C 301 - TYPICAL SECTIONS

• C 304 & C 305 - PLANTING PLAN TYPICAL SECTIONS

• C 311 - C 313 - CROSS SECTIONS

• C 500 - TOE WOOD DETAIL

• C 501 - TIMBER MATTING & LIVE STAKING DETAILS

• C 502 - ROCK SWALES & OFF CHANNEL POOLS DETAILS

• C 505 - LOG/ ROCK RIFFLE DETAIL

4. PROJECT WORK SHOWN ON SHEET C 102 IS REQUIRED. ALL PROJECT

STATIONING IS ABOUT THE THALWEG UNLESS OTHERWISE NOTED ON

THE PLANS.

5. TRANSITIONS FROM EXISTING GROUND TO PROPOSED CHANNEL

FEATURES WILL BE SMOOTH, ROUNDED, AND EVENLY GRADED.

PROPOSED THALWEG, BANKFULL, AND POINT BAR INTERCEPTS

(TRANSITIONS) ARE SHOWN FOR STATION 10+70 - 22+47.

6. THE ELEVATION OF FILL TO BE PLACED IN EXISTING FEATURES

(CHANNEL, POND, ETC.) TO BE ABANDONED IS SHOWN ON THE PLANS;

AT A MINIMUM, EXISTING CHANNEL SECTIONS WILL BE FILLED TO

MATCH THE EXISTING TOP OF BANK AND/OR ADJACENT FLOODPLAIN

ELEVATIONS. FILL PLACED IN EXISTING CHANNEL SECTIONS SHALL BE

COMPACTED TO NO LESS THAN THE FOLLOWING PERCENTAGES OF

MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D 1557

(LATEST EDITION) "MODIFIED EFFORT" (12,400 FT-LBS/CU FT):

• FILL MATERIAL SHALL BE COMPACTED TO A DRY DENSITY OF

ATLEAST 95% OF ITS MAXIMUM DRY DENSITY

• TOPSOIL SHALL BE PLACED ON THE TOP SIX (6) INCHES SHALL BE

COMPACTED TO A DRY DENSITY OF 85%

7. BEYOND THE MINIMUM 40' WIDTH THE EXTENT/LIMITS OF FILL

MEETING THE REQUIRED ELEVATIONS WITHIN THE ABANDONED

CHANNEL SECTIONS MAY BE ADJUSTED BASED ON AVAILABILITY OF

ON-SITE FILL MATERIAL.

7. THE CONTRACTOR SHALL PROTECT AND MINIMIZE IMPACTS TO EXISTING VEGETATION

AND/OR WETLANDS DURING CONSTRUCTION.

8. THE CONTRACTOR SHALL LIMIT VEHICLE ACCESS AND DISTURBANCE TO APPROVED

ACCESS/HAUL ROADS AND STAGING AREAS. ACCESS/HAUL ROADS USING TIMBER MATS ARE

SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF SIZE

AND QUANTITY OF TIMBER MATS NECESSARY TO MEET THE ACCESS/HAUL ROAD AND

CONCENTRATED FLOW CROSSING REQUIREMENTS BASED ON THEIR EQUIPMENT AND

METHODS OF CONSTRUCTION.

9. THE PLAN SHOW NO UTILITIES WITHIN THE CONSTRUCTION LIMITS OF THE SHEET C 102

STATION 10+70 - 22+47 REQUIRED WORK. THE CONTRACTOR IS RESPONSIBLE FOR

CONFIRMING THE ACTUAL LOCATION OF UTILITY FACILITIES (PUBLIC AND PRIVATE) AND WILL

PROTECT EXISTING UTILITIES DURING CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE

SPECIFICATIONS.

10. WOODY MATERIALS FOR TOE WOOD NEED TO BE FIRST REMOVED FROM THE AREAS ALONG

THE RIGHT BANK (FACING DOWNSTREAM) BETWEEN THE FAIRWAY AND THE EXISTING STREAM

IN REACH 2 (STA 11+00 TO STA 19+00).

ELEV.

828.0 (+/-)

ELEV.

827.0 (+/-)

ELEV.

826.0 (+/-)

E A

D Y

T O

A D

V E

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

S H

E E

N V

C 103

G R

A P

9C -1

.d w g

M A

R K

D E

S C

N D

A P

P R

60'0 30'

BANKFULL (TYP.)

EX. WETLAND

C oo lid ge

H ig hw ay

B er kl ey

, M I 4 ce

-4

FILL

EX. CHANNEL

ELEV. 823.5 (+/-)

EXISTING

CART PATH

DO NOT DISTURB

EX. TRIBUTARY AT

STA 28+70. TIE EXISTING

TRIBUTARY OUTLET

TO CHANNEL

EXISTING STONE

BRIDGE TO REMAIN

POINT BAR

(TYP.)

TEMPORARY

CONSTRUCTION

LIMITS

PROPOSED

CONSTRUCTION

ACCESS ROAD

EX. WETLAND

FILL AND ABANDON

EXISTING POND

END REACH 2

BEGIN TRANSITION 3

STA. 26+60

MATCHLIN

E STA 33

+06

SHEET C

ELEV.

823.0 (+/-)

ELEV.

824.0 (+/-)

ELEV.

823.5 (+/-)

ELEV.

823.5(+/-)

ELEV.

822.5(+/-)

STR #21

PROPOSED 161 LF

TOE WOOD

STR #21

PROPOSED 75 LF

LOG/ROCK RIFFLE

STR #22

PROPOSED 100 LF

TOE WOOD

STR #19

PROPOSED 12 LF

LOG/ROCK RIFFLE

STR #23

PROPOSED 50 LF

UTILITY RIFFLE

STR #25

PROPOSED 60 LF

LOG/ROCK RIFFLE

STR #29

PROPOSED 10 LF

LOG/ROCK RIFFLE

STR #27

PROPOSED 120 LF

UTILITY RIFFLE

STR #24

PROPOSED 72 LF

TOE WOOD

ADJUST TOE WOOD

LENGTH TO TIE IN AN D

PRESERVE EXISTING

TREE ROOTS

STR #28

PROPOSED 116 LF

TOE WOOD

REQUIRED WORK

STR #26

PROPOSED J-HOOK #2

CONTROL PT.

STA. 28+97, ELEV. 819.5

STR #26

PROPOSED J-HOOK #2

ARM CONTROL PT.

STA. 29+21, ELEV. 820.8

STR #30

PROPOSED J-HOOK #3

CONTROL PT.

STA. 32+43, ELEV. 818.7

STR #30

PROPOSED J-HOOK #3

ARM CONTROL PT.

STA. 32+67, ELEV. 820.0

SEE SHEET

104 OR 104A

. 2 2+

. 3 3+

PROPOSED TIMBER MAT

UTILITY CROSSING

(SEE DETAIL SHEET 501)

N S

EX. SANITARY SEWER

CROSSING

MH 15E -15D

(SEE SHEET C 205)

NOTES:

1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE EXISTING GROUND FEATURES DO NOT

REFLECT CHANGES TO THE SITE THAT MAY HAVE OCCURRED SINCE THAT TIME. ALL PROJECT

STATIONING IS ABOUT THE THALWEG UNLESS OTHERWISE NOTED ON THE PLANS.

2. A DIGITAL CADD FILE WITH THE PROPOSED CHANNEL THALWEG ALIGNMENT (TANGENTS, PCS, PTS, RADIUS OF CURVATURE, ETC.), BANKFULL LIMITS, POINT BARS, AND PROPOSED FEATURES (IN-STREAM STRUCTURES, SWALES, OFF-CHANNEL FEATURES, ACCESS ROADS, ETC.) WILL BE AVAILABLE TO THE

CONTRACTOR TO ASSIST WITH PROJECT STAKEOUT.

3. SHEET REFERENCES:

• C 005 - STRUCTURE INVENTORY TABLE

• C 008 & C 009 - PLANTING TABLES

• C 151 & C 152- SOIL EROSION & SEDIMENT CONTROL

• C 171 & C 172 - PLANTING PLAN

• C 201 - PROFILE

• C 205 - SANITARY PROFILES

• C 300 & C 303 - TYPICAL SECTIONS

• C 304 & C 305 - PLANTING PLAN TYPICAL SECTIONS

• C 313 - C 315 - CROSS SECTIONS

• C 500 - TOE WOOD DETAIL

• C 501 - PIPELINE CROSSING, TIMBER MATTING & LIVE STAKING DETAILS

• C 502 - ROCK SWALES & OFF CHANNEL POOLS DETAILS

• C503 -BOULDER J-HOOK

• C 504 - UTILITY ROCK RIFFLE DETAIL

• C 505 - LOG/ ROCK RIFFLE DETAIL

4. PROJECT WORK SHOWN ON SHEET C 103 IS REQUIRED. ALL PROJECT STATIONING IS ABOUT THE

THALWEG UNLESS OTHERWISE NOTED ON THE PLANS.

5. TRANSITIONS FROM EXISTING GROUND TO PROPOSED CHANNEL FEATURES WILL BE SMOOTH, ROUNDED, AND EVENLY GRADED. PROPOSED THALWEG, BANKFULL, AND POINT BAR INTERCEPTS (TRANSITIONS)

ARE SHOWN FOR STATION 22+47 - 33+06.

6. EXISTING TRIBUTARY CONNECTS TO THE PROPOSED REACH 3 TRANSITION AT STATION 28+70. THE EXISTING PROFILE (THALWEG), BANKS, AND FLOODPLAIN ELEVATIONS WILL BE TIED TO THE PROPOSED CHANNEL FEATURES. TRANSITIONS FROM EXISTING GROUND TO PROPOSED CHANNEL FEATURES WILL BE SMOOTH, ROUNDED, AND EVENLY GRADED. THE TIE IN ANGLE SHOULD BETWEEN 75 AND 85 DEGREES

WITH FLOW PROJECTING IN THE DOWNSTREAM DIRECTION.

7. THE ELEVATION OF FILL TO BE PLACED IN EXISTING FEATURES (CHANNEL, POND, ETC.) TO BE ABANDONED IS SHOWN ON THE PLANS; AT A MINIMUM, EXISTING CHANNEL SECTIONS WILL BE FILLED TO MATCH THE EXISTING TOP OF BANK AND/OR ADJACENT FLOODPLAIN ELEVATIONS. FILL PLACED IN EXISTING CHANNEL SECTIONS SHALL BE COMPACTED TO NO LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D 1557 (LATEST EDITION) "MODIFIED

EFFORT" (12,400 FT-LBS/CU FT):

• FILL MATERIAL SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF ITS MAXIMUM

DRY DENSITY

• TOPSOIL SHALL BE PLACED ON THE TOP SIX (6) INCHES SHALL BE COMPACTED TO A DRY

DENSITY OF 85%

8. BEYOND THE MINIMUM 40' WIDTH THE EXTENT/LIMITS OF FILL MEETING THE REQUIRED ELEVATIONS

WITHIN THE ABANDONED CHANNEL SECTIONS MAY BE ADJUSTED BASED ON AVAILABILITY OF ON-SITE FILL

MATERIAL.

9. THE CONTRACTOR SHALL PROTECT AND MINIMIZE IMPACTS TO EXISTING VEGETATION AND/OR

WETLANDS DURING CONSTRUCTION.

10. THE CONTRACTOR SHALL LIMIT VEHICLE ACCESS AND DISTURBANCE TO APPROVED ACCESS/HAUL ROADS AND STAGING AREAS. ACCESS/HAUL ROADS USING TIMBER MATS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF SIZE AND QUANTITY OF TIMBER MATS NECESSARY TO MEET THE ACCESS/HAUL ROAD AND CONCENTRATED FLOW CROSSING REQUIREMENTS

BASED ON THEIR EQUIPMENT AND METHODS OF CONSTRUCTION.

11. EXISTING UTILITIES INCLUDE:

• 42" SANITARY SEWER CROSSING AT STATION 30+62.00 (SEE SHEET 205)

• 24" SANITARY SEWER LINE NORTHEAST AND EAST OF THE CHANNEL EXTENDING FROM

STATION 28+25 THRU 33+06 (SHEET C104 OR C 104A).

• GAS PIPELINE IS SHOWN NORTHEAST OF THE CHANNEL AND CROSSES THE PROPOSED

CONSTRUCTION ACCESS ROAD.

THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE ACTUAL LOCATION OF UTILITY

FACILITIES (PUBLIC AND PRIVATE) AND WILL PROTECT EXISTING UTILITIES DURING

CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE SPECIFICATIONS. IN ACCORDANCE WITH THE GENERAL NOTES SECTION "UTILITIES" THE CONTRACTOR SHALL COORDINATE WITH UTILITY

OWNERS PRIOR TO CROSSING AND/OR WORKING WITHIN A UTILITY RIGHT-OF-WAY.

12. THE EXISTING STONE ARCH BRIDGE IS TO REMAIN. SEE SHEET C 504 FOR THE UTILITY ROCK RIFFLE DETAIL. THE RUN MATERIAL SHALL BE APPLIED THROUGH THE EXISTING BRIDGE SECTION TO MAINTAIN THE CONTINUOUS PROFILE GRADE IN ACCORDANCE WITH THE RIFFLE DETAIL. RUN MATERIAL SHALL BE APPLIED ACROSS THE ENTIRE CHANNEL BOTTOM AND MAY INCLUDE CHANNEL BANKS WITHIN THE LIMITS

OF THE EXISTING BRIDGE.

TIMBER MATS

(TYP.)

REPAIR OR REPLACE EX. IRRIGATION

LINE AND/OR SPRINKLER HEADS IF

DAMAGED DURING CONSTRUCTION

TIMBER MATTS

(TYP.)

R E

A D

Y T

O A

D V

E R

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

1 2 3

4 5

D A

N U

M B

E R

S U

B M

D B

T S

C A

U E

D A

C O

A C

T N

SHEET

IDENTIFICATION

US Army Corps of Engineers

Detroit District

R M

A N

S I D

G M

S C

S P

,M A

D C

-0

2Q R

-1 4-

D -0

S H

E E

N V

C 104

G R

A P

9C -1

.d w g

M A

R K

D E

S C

N D

A…

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 Nov 14, 2017.