Menomonee_River_Certified_Final_Review_Plans_13Aug2014.pdf

PDF 8 MB Posted Aug 21, 2014

Attached to: Menomonee River Ecosystem Restoration, Milwaukee, Wisconsin
Solicitation number: W911XK-14-B-0018
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Menomonee Plans

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File	Type	Posted
Menomonee_Abstract.pdf	PDF	Sep 25, 2014
W911XK-14-B-0018-0003.pdf	PDF	Sep 18, 2014
W911XK-14-B-0018-0002.pdf	PDF	Sep 17, 2014
Menomonee_River_Contours_-_For_Information_Only.dgn	—	Sep 15, 2014
W911XK-14-B-0018-0001.pdf	PDF	Sep 3, 2014
Menomonee_River_FINAL_CERT_SPECS_19AUG14.pdf	PDF	Aug 21, 2014
W911XK-14-B-0018_Menomonee_Ecosystem_Restoration.pdf	PDF	Aug 20, 2014

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G-001

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In c r e a s e

P r o f it .S u b m it

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V a lu e n g in e e r in g

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Detroit District of Engineers

US Army Corps

C O

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IDENTIFICATION

SHEET

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SHEET OF

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D F

A L

PROJECT LOCATION

THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

MICHAEL K. O'BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

MICHAEL K. ALLIS P.G., ACTING CHIEF GEOTECH & STRUCTURES BRANCH

LOCATION MAP

NOT TO SCALE

2 OF 16 PROJECT ABBREVIATIONS

C-502

CD101

G-001

G-002

3 OF 16 REAL ESTATE PLAN

SHEET NO SHEET TITLE SHEET NO.

INDEX TO DRAWINGS

C-303

C-304

C-305

C-501

5 OF 16 CIVIL DEMOLITION PLAN

C-101

C-102

GENERAL PLAN, LOCATION, VICINITY MAP & DRAWING INDEX 1 OF 16

11 OF 16 PROPOSED CROSS SECTIONS STA. 15+93 TO STA 19+91

9 OF 16 PROPOSED CROSS SECTIONS STA 0+00 TO STA 10+00

10 OF 16 PROPOSED CROSS SECTIONS STA. 11+48 TO STA 14+62

13 OF 16 PROPOSED CROSS SECTIONS STA. 24+26 TO STA 26+06

12 OF 16 PROPOSED CROSS SECTIONS STA. 20+00 TO STA 24+00

6 OF 16 EROSION CONTROL PLAN C-103

7 OF 16 PROPOSED SITE PLAN STA 0+00 TO STA 14+00

8 OF 16 PROPOSED SITE PLAN STA 14+00 TO STA 26+06

14 OF 16 REQ'D CHANNEL DETAILS

15 OF 16 REQ'D DETAILS

16 OF 16 OUTFALL INFORMATION & PICTURES C-901

4 OF 16 CONSTRUCTION LIMITS, CONTROL DATA AND DIVERSION PLAN

C-301

C-302

C-104

C-105

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N E

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L A

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O C

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A P

Y M

A P

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A .D

G N

G E

N E

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L N

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E S A

N D D

R A

G I

N D

E X

ILLINOIS

INDIANA OHIO

LAKE SUPERIOR

GEORGIAN

BAY

LAKE

CANADA

0 5025 75 100

LAKE HURON

LOCATION MAP

SCALE OF MILES

INTERNATIO

NAL

UNDARY

I N T E

RNATI

ONAL

MINNESOTA

SOO

SAGINAW

NDARY

B O

DULUTH

US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

IOWA

DAVENPORT

CLEVELAND

KENOSHA

GREEN BAY

WISCONSIN

DETROIT

HAVEN

GRAND

FORT WAYNE

CHICAGO

L A

K E

A N

MICHIGAN

PROJECT

LOCATION

RESTORATION.

EROSION CONTROL MEASURES AND DIVERSION STRUCTURE, AND COMPLETE SITE

STONE/BOULDERS TO ELEVATIONS SHOWN ON PLANS, REMOVE TEMPORARY

LIMIT SHOWN ON PLANS, INSTALL FILTER GRAVEL (CRUSHED CONCRETE)/GCB

PROJECT, DEMOLISH/CRUSH CONCRETE APRON, REMOVE SOIL TO EXCAVATION

PERMANENT EROSION CONTROL MEASURES, DIVERT CHANNEL FLOW AROUND

6. DESCRIPTION OF WORK: CONTRACTOR SHALL INSTALL ALL TEMPORARY AND

DATE(S): 12 - 18 JULY, 2013

BY: MILWAUKEE METROPOLITAN SEWERAGE DISTRICT

5. SURVEY OF AREA

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS

4. THE INFORMATION DEPICTED ON THIS SHEET REPRESENTS THE RESULTS OF

CENTRAL ZONE, NORTH AMERICAN DATUM 1927 (NAD 27).

3. GRID SYSTEM IS ON LAMBERT PROJECTION, STATE PLANE COORDINATE SYSTEM,

DATUM OF 1929 (NGVD29).

2. ELEVATIONS AND SOUNDINGS ARE REFERRED TO THE NATIONAL GEODETIC VERTICAL

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQD).

NOTES:

MENOMONEE RIVER, WISCONSIN

CAP - SECTION 206

ENVIRONMENTAL RESTORATION

MENOMONEE RIVER

VICINITY MAP

NOT TO SCALE

CMP CORRUGATED METAL PIPE

ABBREVIATIONS

ADDITIONAL PROJECT

@ AT

ABDN ABANDONED

AGGR AGGREGATE

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ASPH ASPHALT

APVD APPROVED

ASTM THE AMERICAN SOCIETY OF

TESTING AND MATERIALS

AVE AVENUE

B BORING

BLDG BUILDING

BOT BOTTOM

BM BENCHMARK

CB CATCH BASIN

BTWN BETWEEN

C-C CENTER TO CENTER

C J CONSTRUCTION JOINT

C/L CENTERLINE

CLR CLEAR

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONST CONSTRUCT, CONSTRUCTION

DET DETAIL

DIP DUCTILE IRON PIPE

DIA DIAMETER

DIM DIMENSION

DRAIN DRAINAGE

DSGN DESIGNER

DWG DRAWING

E EASTING, EAST

EA EACH

EL, ELEV ELEVATION

EQL EQUAL

EXP JT EXPANSION JOINT

EXST EXISTING

EW EACH WAY

FIG FIGURE

FL FLOW LINE

FT FOOT, FEET

FTG FOOTING

'/' FOOT PER FOOT

GA GAUGE

ABBREVIATIONS

SAN SANITARY SEWER

S SOUTH, SLOPE

SE SOUTHEAST

SECT SECTION

SHT SHEET

SPEC SPECIFICATIONS

SQ SQUARE

ST STREET

STA STATION

STD STANDARD

ABBREVIATIONS

TOPO TOPOGRAPHIC

W WATER

WEPCO WISCONSIN ELECTRIC

FCC FLOOD CONVEYANCE CHANNEL

FSS FLOOD CHANNEL SIDE SLOPES

GCB GRADE CONTROL BASE

GND GROUND

GR GRADE

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

JT JOINT

LB POUND

LBS POUNDS

LF LINEAL FEET

LFC LOW FLOW CHANNEL

LONG. JT LONGITUDINAL JOINT

L JT LONGITUDINAL JOINT

LT LEFT

MATL MATERIAL

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MIS METROPOLITAN

INTERCEPTING SEWER

MISC MISCELLANEOUS

MMSD MILWAUKEE METROPOLITAN

SEWERAGE DISTRICT

NIC NOT IN CONTRACT

NC NOT IN CONFLICT

NE NORTHEAST

N NORTH, NORTHING

NO, NUMBER

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

OVHD ELEC OVERHEAD ELECTRIC UTILITIES

POE POINT OF ENDING

POB POINT OF BEGINNING

PP POWER POLE

PRC POINT OF REVERSE

CURVATURE

PROP. PROPOSED

PSI POUND PER SQUARE INCH

PT POINT OF TANGENCY

PVI POINT OF VERTICAL

INTERSECTION

PVMT PAVEMENT

R RANGE

RR RAILROAD

RT RIGHT

REINF REINFORCING

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

REPL REPLACE

REQD REQUIRED

R/L REFERENCE LINE

RMV REMOVE

ROW., R/W RIGHT OF WAY

T TOWNSHIP

TOC TOP OF CHANNEL

TOS TOP OF SLOPE

SI SLOPE INTERCEPT

SIM SIMILAR

SPG SPACING

STK STAKE

SW SOUTHWEST

T&B TOP AND BOTTOM

TC TELEPHONE CABLE

TYP TYPICAL

VC VITRIFIED CLAY

VERT VERTICAL

VRM VEGETATED REVETMENT MATTRESS

WS WATER SURFACE

W WEST

W/ WITH

POWER COMPANY

WISDOT WISCONSIN DEPARTMENT OF

TRANSPORTATION

WP WORKING POINT

WWF WELDED WIRE FABRIC

SB# SOIL BORING

WS WATER SURFACE

DRAWING NUMBER

(REPLACED WITH A LINE

IF TAKEN AND SHOWN

ON SAME SHEET)

DESIGNATION

DETAIL (NUMERAL)

SECTION (LETTER) OR

OR DETAIL IS TAKEN:

ON DRAWING WHERE SECTION

OR DETAIL IS SHOWN:

SECTION DETAIL

SECTION AND DETAIL DESIGNATION

DRAWING NUMBER WHERE SHOWN

DRAWING NUMBER(S) WHERE TAKEN

B 1

1/4" = 1'-0" 1/4" = 1'-0"

PROJECT DETAIL DESIGNATION

SYMBOLS

DESIGNATION

PROJECT DETAIL

SEE DETAIL

IS TAKEN

WHERE DETAIL

ON DRAWING

IS SHOWN

WHERE DETAIL

ON DRAWING

SECTION AND DETAIL TITLES

DETAIL DESIGNATION

I.E. INVERT ELEVATION

CIVIL

TYPE

1 THRU TBD

DETAIL NUMBERS

TOW TOP OF WALL

G-002

P R

O J E

C T A

B B

R E

N S

EVT EVENT POINT

COR CONTRACTING OFFICERS REPRESENTATIVE

C-501

N .T .S

P R

O J E

C T A

B B

R E

N S

WPA WORKS PROGRESS ADMINISTRATION

POINT OF TERMINATIONP.O.T.

POINT OF TANGENCYP.T.

POINT OF INFLECTIONP.I.

INCH (.001")1000

1MIL

OUTSIDE TANGENTT

LENGTHL

INCH/INCHES"

FOOT/FEET'

STABILIZED CONSTRUCTION ENTRANCESCE

A AF

P S

C O

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In c r e a s e

P r o f it .S u b m it

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-R -0

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IDENTIFICATION

SHEET

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Detroit District of Engineers

US Army Corps

C O

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P L

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C O

E S R

E V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

S T

M N

A .D

G N

R E

A L E

S T

A T

E P

L A

C-101

POINT OF ACCESS TO DIVERSION STRUCTURE

STREET

W E S T

B L U E

M O

U N

RIV

S C E

SCE

CP RAIL SYSTEM

S C E

NORTH 42ND STREET

M T

V E R

N O

N A

V E

W E S T

NORTH 41ST STREET

NORTH 40TH STREET

C L Y B

O U

R N

NORTH 39TH

C O

N S

W E S T

R O

A D

M E N

O M

O N E E

RIVER

MENOMONEERIVER

C-502

P U

M P

NORTH 44TH

AREA

APPROX POINT OF ACCESS TO

UNDER I-94 OVERPASS

STAGING AREA

UNFENCED CONSTRUCTION

CONSTRUCTION STAGING AREA 2.02 ACRES

SHALL NOT DISTURB

TUNNEL, CONTRACTOR

APPROX LOCATION OF DEEP

INCLUDE A SANITARY LATERAL CLEANOUT.

COMPUTER LINES, TELEPHONE LINES. IT DOES

DOES NOT INCLUDE AN ELECTRICAL HOOKUP,

FENCED CONSTRUCTION STAGING AREA

REQ'D WORK AREA 4.375 ACRES

FOR LARGE TRUCKS/EQUIPMENT

TURNING RADIUS MAY NOT BE SUFFICIENT

S O

A T

N N

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D B

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2 3

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C A

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C O

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IDENTIFICATION

SHEET

D A

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P R

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C O

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D E

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In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

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A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

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E N

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B E

S U

B M

T E

D B

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C A

L E

P L

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A T

D A

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M A

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D E

S C

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

T C

H L

E T

O S

H E E T C -1

BORING ME-06-13

REQ'D ROCK ARCH RIFFLE 1

REQ'D ROCK ARCH RIFFLE 2

C-104

S T

A T

P R

O P

O S

E D C

H A

N N

E L P

L A

AT 30 CFS FLOW

PROP. WATER SURFACE

PROFILE

PLAN

RAILR

OAD BRIDGE

M A

T C

H L

E T

SCALE: 1" = 50

VERT. 1" = 5

SCALE: HORZ. 1" = 50

S H

E E

T P -1

SHEET OF

EXISTING BORING LOCATION

LEGEND

N 42ND STREET

EXISTING CHANNEL THALWEG ALIGNMENT

AT 200 CFS FLOW

PROP. WATER SURFACE

SEE NOTE 7

APPROX 85' LONG

WPA WALL,

EXISTING NON-GROUTED

EXISTING SITE CONTOURS

REQ'D MINOR CONTOURS

REQ'D MAJOR CONTOURS

BOUNDARY

WETLAND

EXISTING

EXISTING WPA WALL

CHANNEL THALWEG ALIGNMENT

GIRDER OF THE EXISTING RAILROAD BRIDGE IS 18 FEET.

9. THE APPROXIMATE CLEARANCE BETWEEN THE TOP OF EXISTING CONCRETE APRON AND THE BOTTOM

BE LOADED AT ANY TIME DURING CONSTRUCTION.

8. EXISTING STEEL SHEET PILE WALL BETWEEN STA 0+00 TO STA 4+00 SHALL NOT

7. NO VIBRATORY EQUIPMENT ALLOWED WITHIN 50 FT OF THE NON-GROUTED WPA WALL.

6. REQUIRED RIFFLES MUST BE LOCATED WITHIN +/- 6 FEET OF PROPOSED LOCATION.

5. REFER TO DRAWING C-501 FOR BOULDER PLACEMENT.

FOLLOW THE CHANNEL CENTERLINE ALIGNMENT.

4. PROPOSED CHANNEL THALWEG IS LOWEST POINT IN THE PROPOSED CHANNEL AND DOES NOT ALWAYS

AND BEFORE ANTICIPATED RAIN EVENTS.

SHALL BE STABILIZED TO THE MAXIMUM EXTENT PRACTICAL AT THE END OF EACH CONSTRUCTION DAY

3. LIMIT DISTURBANCE TO NO MORE THAN 200 LF OF CHANNEL AT ANY ONE TIME. DISTURBED AREA

B ON SHEET C-501 FOR TYPICAL STONE PLACEMENT.

2. REQ'D CONTOURS AND PROFILE ELEVATIONS REPRESENT PROPOSED STONE SURFACE. SEE DETAIL

EXACT LOCATION. VERTICAL DATUM BASED ON MEAN SEA LEVEL DATUM, 1929 ADJUSTMENT (NGVD29).

DEGREE OF ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE

ALL SURFACE FEATURES AND UNDERGROUND UTILITIES HAVE BEEN SHOWN TO A REASONABLE

1. BASE SURVEY WAS PREPARED BY MILWAUKEE METROPOLITAN SEWERAGE DISTRICT, JUNE 2013.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

S ta

0 S ta

S ta

S ta 16+

S ta

58558

EXCAVATION

TO BE PROTECTED DURING

ENCASED IN 6" OF CONCRETE

EXISTING 24" DIA. SEWER PIPES

EXCAVATION

TO BE PROTECTED DURING

ENCASED IN 6" OF CONCRETE

EXISTING 24" DIA. SEWER PIPES

AT THALWEG

PROP SURFACE ELEAVATION

AT THALWEG

EXISTING SURFACE

AT THALWEG

REQ'D EXCAVATION LIMITS

ELEV 584.89

REQ'D ROCK ARCH RIFFLE 1

ELEV 585.28

REQ'D ROCK ARCH RIFFLE 2

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

S T

DOWNSTREAM PROJECT LIMIT

H W

Y I -9

H W

Y I-9

EXISTING STEEL SHEET PILE WALL

M E N

O M

O N E E

MENOMONEE

RIVER

M E N

O M

O N E E

CP RAIL SYSTEM

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+0026+25

S T

PROFILE AT 30 CFS FLOW

PROP. WATER SURFACE

BORING ME-07-13

BORING ME-01-13

BORING ME-02-13

BORING ME-03-13

BORING ME-04-13

BORING ME-05-13

PROFILE AT 200 CFS

PROP. WATER SURFACE

ATH THALWEG

EXISTING SURFACE

AT THALWEG

PROP SURFACE

REQ'D ROCK ARCH RIFFLE 4

REQ'D ROCK ARCH RIFFLE 6

AT THALWEG

REQ'D EXCAVATION LIMITS

C O

N S

V E O

V E

R P

A S S

M A

T C

H L

VERT. 1" = 5'

SCALE: HORZ. 1" = 50'

T O S

H E

E T C -1

EXISTING BORING LOCATION

LEGEND

STREET

Y B

O U

REQ'D ROCK ARCH RIFFLE 3

ARCH RIFFLE 5

REQ'D ROCK

C-502

EXISTING SITE CONTOURS

REQ'D MINOR CONTOURS

REQ'D MAJOR CONTOURS

S ta

0 S ta

S ta

0 S ta

S ta

S ta .0

S ta

UPSTREAM PROJECT LIMIT

ELEV 585.56

REQ'D ROCK ARCH RIFFLE 3

ELEV 586.0

REQ'D ROCK ARCH RIFFLE 4

ELEV 586.39

REQ'D ROCK ARCH RIFFLE 5

ELEV 586.79

REQ'D ROCK ARCH RIFFLE 6

2,6 ,00

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

MENOMONEE

RIVER

620 630 640

600590

C-105

S T

A T

P R

O P

O S

E D C

H A

N N

E L P

T C

H L

E T

O S

H E

E T C -1

PROFILE

C-301

S T

A T

P R

O P

O S

E D C

H A

N N

E L C

R O

S S S

E C

N S

SHEET OF

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

REQ'D STONE FILL

0 25 50 75 100-25-50-75-100

STA 2+00

STA 4+00

STA 8+00

STA 10+00

0 25 50 75 100-25-50-75-100

STA 0+00 STA 6+00

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

EXISTING CHANNEL SURFACE CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

VERT. 1" = 10'

SCALE: HORZ. 1" = 20'

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

PILE WALL

EXISTING SHEET

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING CHANNEL SURFACE

PILE WALL

EXISTING SHEET

REQ'D CROSS SECTIONS

REQ'D LIMITS OF EXCAVATION

REQ'D STONE FILL

APPROX STA 3+10.

H-PILE THAT SUPPORTS THE STEEL SHEET PILE WALL BETWEEN STA 0+00 TO

7. NO EXCAVATION /DEMOLITION SHALL OCCUR WITHIN 23 FEET OF THE EXISTING

EXISTING RAILROAD BRIDGE IS 18 FEET.

EXISTING CONCRETE APRON AND BOTTOM GIRDER OF

6. THE APPROXIMATE CLEARANCE BETWEEN THE TOP OF

BRIDGE SHALL BE PROTECTED DURING CONCRETE REMOVAL.

5. THE EXISTING STEEL SHEET PILE ADJACENT TO THE RAILROAD

THE 1965 CONCRETE LINED CHANNEL PROJECT.

4. SEE SPEC SEC 01 11 00 FOR AS-BUILT DRAWINGS FOR

3. REQ'D CROSS SECTIONS ARE DRAWN LOOKING UPSTREAM.

DURING CONSTRUCTION.

WPA WALL, CONCRETE GRADE BEAM AND H-PILE SHALL BE PROTECTED

GRADE BEAM SHALL NOT BE EXPOSED DURING CONSTRUCTION. THE EXISTING

DURING CONSTRUCTION. THE EXISTING H-PILE EMBEDDED INTO THE CONCRETE

2. EXISTING CONCRETE GRADE BEAM SHALL NOT BE UNDERMINED AT ANY TIME

1. HORIZONTAL 'ZERO' LINE IS PROPOSED CHANNEL ALIGNMENT.

NOTES:

CHANNEL SURFACE

EXISTING

EXISTING CHANNEL SURFACE

EXISTING CHANNEL SURFACE CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

EXISTING CHANNEL SURFACE

WITHOUT GROUT

EXISTING WPA WALL

EXISTING I94 PIER

EXISTING WPA WALL EXISTING WPA WALL

EXISTING RAILROAD PIER #3

SOIL SLOPE

DENSELY VEGETATED

BE DISTURBED

WETLAND AREA CANNOT

REQ'D LIMITS OF EXCAVATION

REQ'D STONE FILL

C-302

S T

O S

T A

P R

O P

O S

E D C

H A

N N

E L C

R O

S S S

E C

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING WPA WALLEXISTING WPA WALL

EXISTING WPA WALL

EXISTING WPA WALL EXISTING WPA WALL

EXISTING WPA WALL

EXISTING WPA WALL EXISTING WPA WALL

EXISTING WPA WALL

EXCAVATION

REQ'D LIMITS OF

EXCAVATION

REQ'D LIMITS OF

EXCAVATION

REQ'D LIMITS OF

REQ'D CROSS SECTIONS

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

PROPOSED CHANNEL MODIFICATIONS

FINISHED GRADE OF

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

VERT. 1" = 10'

SCALE: HORZ. 1" = 20'

4. SEE SHEET C-502 FOR WALL EXCAVATION DETAIL

3. REQ'D CROSS SECTIONS ARE DRAWN LOOKING UPSTREAM.

DURING CONSTRUCTION.

WPA WALL, CONCRETE GRADE BEAM AND H-PILE SHALL BE PROTECTED

GRADE BEAM SHALL NOT BE EXPOSED DURING CONSTRUCTION. THE EXISTING

DURING CONSTRUCTION. THE EXISTING H-PILE EMBEDDED INTO THE CONCRETE

2. EXISTING CONCRETE GRADE BEAM SHALL NOT BE UNDERMINED AT ANY TIME

1. HORIZONTAL 'ZERO' LINE IS PROPOSED CHANNEL ALIGNMENT.

NOTES:

EXISTING CHANNEL SURFACE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

CHANNEL SURFACE

EXISTING

EXISTING CHANNEL SURFACE CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING CHANNEL SURFACE

EXCAVATION

REQ'D LIMITS OF

REQ'D LIMITS OF EXCAVATION

STONE FILL

REQ'D

REQ'D STONE FILL

0 25 50 75 100-25-50-75-100

STA 12+00

STA 12+52 POOL

STA 14+00

STA 14+62 POOL

0 25 50 75 100-25-50-75-100

STA 11+48 RIFFLE STA 13+57 RIFFLE

EXISTING CHANNEL SURFACE

C-303

S T

A T

P R

O P

O S

E D C

H A

N N

E L C

R O

S S S

E C

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

PROPOSED CHANNEL MODIFICATIONS

FINISHED GRADE OF

VERT. 1" = 10'

SCALE: HORZ. 1" = 20'

PILE (TYP.)

GRAD BEAM AND

EXISTING CONCRETE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING WPA WALL

4. SEE SHEET C-502 FOR EXCAVATION DETAIL.

3. REQ'D CROSS SECTIONS ARE DRAWN LOOKING UPSTREAM.

DURING CONSTRUCTION.

WPA WALL, CONCRETE GRADE BEAM AND H-PILE SHALL BE PROTECTED

GRADE BEAM SHALL NOT BE EXPOSED DURING CONSTRUCTION. THE EXISTING

DURING CONSTRUCTION. THE EXISTING H-PILE EMBEDDED INTO THE CONCRETE

2. EXISTING CONCRETE GRADE BEAM SHALL NOT BE UNDERMINED AT ANY TIME

1. HORIZONTAL 'ZERO' LINE IS PROPOSED CHANNEL ALIGNMENT.

NOTES:

REQ'D CROSS SECTIONS

REQ'D STONE FILL

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

CHANNEL SURFACE

EXISTING

EXISTING CHANNEL SURFACE

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

SURFACE

EXISTING CHANNEL

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

EXISTING WPA WALL

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING WPA WALL

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

EXCAVATION

REQ'D LIMITS OF

REQ'D LIMITS OF EXCAVATION

REQ'D STONE FILL

0 25 50 75 100-25-50-75-100

STA 16+00

STA 17+22 POOL

STA 18+51 RIFFLE

STA 19+91 POOL

0 25 50 75 100-25-50-75-100

STA 18+00

0 25 50 75 100-25-50-75-100

STA 15+93 RIFFLE

EXISTING WPA WALL

S T

A T

O S

T A

P R

O P

O S

E D C

H A

N N

E L C

R O

S S S

E C

N S

C-304

12SHEET OF

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

VERT. 1" = 10'

SCALE: HORZ. 1" = 20'

4. SEE SHEET C-502 FOR EXCAVATION DETAIL.

3. REQ'D CROSS SECTIONS ARE DRAWN LOOKING UPSTREAM.

DURING CONSTRUCTION.

WPA WALL, CONCRETE GRADE BEAM AND H-PILE SHALL BE PROTECTED

GRADE BEAM SHALL NOT BE EXPOSED DURING CONSTRUCTION. THE EXISTING

DURING CONSTRUCTION. THE EXISTING H-PILE EMBEDDED INTO THE CONCRETE

2. EXISTING CONCRETE GRADE BEAM SHALL NOT BE UNDERMINED AT ANY TIME

1. HORIZONTAL 'ZERO' POINT IS PROPOSED PROJECT BASELINE ALIGNMENT.

NOTES:

REQ'D CROSS SECTIONS

REQ'D LIMITS OF EXCAVATION

REQ'D STONE FILL

EXISTING WPA WALL

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

GRADE BEAM AND PILE (TYP.)

EXISTING CONCRETE

EXISTING CHANNEL SURFACE

GRADE BEAM AND PILE (TYP.)

EXISTING CONCRETE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING CHANNEL SURFACE

BEAM AND PILE (TYP.)

EXISTING CONCRETE GRADE

REQ'D LIMITS OF EXCAVATION

REQ'D STONE FILL

0 25 50 75 100-25-50-75-100

STA 20+00

STA 24+00

STA 22+00

STA 21+03 RIFFLE

STA 21+90 POOL

STA 22+83 RIFFLE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING WPA WALL

C-305

S T

A T

P R

O P

O S

E D C

H A

N N

E L C

R O

S S S

E C

N S

SHEET OF

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

VERT. 1" = 10'

SCALE: HORZ. 1" = 20'

RETAINING WALL (TYP.)

EXISTING CONCRETE

4. SEE SHEET C-502 FOR EXCAVATION DETAIL

3. REQ'D CROSS SECTIONS ARE DRAWN LOOKING UPSTREAM.

DURING CONSTRUCTION.

WPA WALL, CONCRETE GRADE BEAM AND H-PILE SHALL BE PROTECTED

GRADE BEAM SHALL NOT BE EXPOSED DURING CONSTRUCTION. THE EXISTING

DURING CONSTRUCTION. THE EXISTING H-PILE EMBEDDED INTO THE CONCRETE

2. EXISTING CONCRETE GRADE BEAM SHALL NOT BE UNDERMINED AT ANY TIME

1. HORIZONTAL 'ZERO' POINT IS PROPOSED PROJECT BASELINE ALIGNMENT.

NOTES:

REQ'D CROSS SECTIONS

REQ'D STONE FILL

0 25 50 75 100-25-50-75-100

STA 24+26 POOL

STA 26+00

STA 26+06

EXISTING WPA WALL

EXISTING CHANNEL SURFACE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING CHANNEL SURFACE

CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

EXISTING CHANNEL SURFACE CHANNEL MODIFICATIONS

FINISHED GRADE OF PROPOSED

PILE (TYP.)

BEAM AND

EXISTING CONCRETE

PILE (TYP.)

GRADE BEAM AND

EXISTING CONCRETE

REQ'D LIMITS OF EXCAVATION

C-901

O U

T F

A L L P

T U

R E

S I

N F

O R

M A

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T J

U L

T S

D E

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T B

X K -1

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

C O

N C

E P

T J

U L

C A

P S

E C

E N

O N

M E

N T

A L R

E S

T O

R A

N M

E N

O M

O N

E E R

U L

C O

E S R

E V

B M

D L

C V

U L

C O

E S R

E V

W B

A C

K C

H E

C K

A U

C E

R T

D F

A L

OUTFALL A

OUTFALL B

I.E. 588.203

42"X84" STONE

I.E. 589.217

72" CMP

OUTFALL C

I.E. 593.187

36" CONCRETE

OUTFALL D

I.E. 598.296

15" CONC

OUTFALL E

I.E. 603.341

18" CMP

I.E. 601.611

18" CMP

OUTFALL F

I.E. 601.419

12" CLAY

OUTFALL G OUTFALL H

I.E. 592.638

48"X72" OVAL CONC

OUTFALL J OUTFALL K

I.E. 592.458

20" CONC

I.E. 592.258

30" CONC

OUTFALL L

I.E. 592.731

48" CONC

OUTFALL M

I.E. 592.674

30" CONC

CD101

3. FINAL GRADING AROUND CULVERTS SHALL NOT RESTRICT OUTFLOW FROM CULVERTS.

2. OUTFALLS WILL REMAIN ACTIVE DURING CONSTRUCTION.

FROM THESE OUTFALLS DURING CONSTRUCTION.

SHALL BE RESPONSIBLE FOR PREVENTION OF EROSION DUE TO CHANNELIZED FLOW

1. EXISTING OUTFALLS SHALL BE MAINTAINED DURING CONSTRUCTION. CONTRACTOR

NOTES:

01G-001-Default-000

02G-002-Default-000

03C-101-Default-000

04C-102-Model-000

05CD101-Model-000

06C-103-Model-000

07C-104-Model-000

08C-105-Model-000

09C-301-Model-000

10C-302-Model-000

11C-303-Model-000

12C-304-Model-000

13C-305-Model-000

14C-501-Default-000

15C-502-Default-000

16C-901-Model-000

File details come from the government source that posted it. Updated Nov 14, 2017.