14stbay_AMEND_5JUN09.pdf

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U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Sheet of

DETROIT, MICHIGAN

DLW

DRAWING NUMBER

SCALE :

SUBMITTED TO:

AS SHOWN

14 16

MDW

S A

A

FEY

Y

T

P S

CORPS OF ENGINEERS

DETROIT DISTRICT

Increase Profit...Submit VECP’S

Value Engineering

US Army Corps of Engineers

A DLZ Company

TELEPHONE (517) 393-68OO

GROUP, INC.

SNELL ENVIRONMENTAL

RGW

SCALE: 1/16 " = 1’-0"

M A

T C

H L

IN

E

E -E

S E

E S

H E

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1425 KEYSTONE AVENUE, LANSING, MICHIGAN 48911

STRUCTURE PLAN - SECTION N SOUTH

S T

A

REQ’D TIE ROD

(TYP)

LIMITS OF REQ’D

SPLASH STONE

REQ’D SSP WALL

WAKEFIELD SHEETING

TO BE REMOVED

REQ’D SPLASH STONE (TYP)

REQ’D STEEL PLATE

CONNECTION

(SEE SHEET 16 OF 16)

FRONT WALL >

ANCHOR WALL >

6’-0"

CHANNEL SIDE

LAND SIDE

9’-0"

REQ’D

TIE ROD

SPA (TYP)

CHIEF, CONTRACT ADMINISTRATION BRANCH

57+00

56+00

55+00

54+00

53+00

52+00

51+00

50+00

49+00

48+00

47+00

46+00

45+00

44+00

43+00

42+00

41+00

40+00

39+00

38+00

P.O.E. 57+57

P.O.B. 37+16

10.30

10.29

10.28

10.26

10.25

10.24

10.23

10.21

10.20

10.19

10.17

10.16

10.15

10.14

10.12

10.11

10.09

10.08

10.07

10.06

10.05

10.04

10.30

10.04

* SSP > OFFSET

FROM SURVEY B

END REQ’D SSP

57+55

STATION

SSP >

OFFSET (FT)

RIPRAP

REQ’D ANCHOR WALL

SECTION (TYP)

(SEE REQ’D ANCHOR WALL

PLAN, SHEET 16 OF 16)

V A

R

IE

S

S

E E

N O

T E

S

LIMITS OF CLEARING,

GRUBBING AND REQ’D

BACKFILL AS NEEDED

LIMITS OF CLEARING,

GRUBBING AND

REQ’D BACKFILL

NOTE:

1. REQ’D ANCHOR WALL SEGMENTS AND TIE RODS

SHALL BE COVERED WITH BACKFILL TO GRADE.

2. LADDERS SHALL BE INSTALLED AS SHOWN (100 FT

MAX SPACING) ON THE CHANNEL SIDE OF THE REVETMENT.

3. EXCESS STONE FILL SHALL REMAIN ON-SITE AND SHALL

BE SPREAD EVENLY WITHIN THE LIMITS OF SPLASH STONE.

STONE WHICH CANNOT BE RE-USED IN THIS MANNER

SHALL BE STOCKPILED AT THE WORK AND STORAGE

AREA AS DIRECTED BY THE GOVERNMENT’S ON-SITE REPRESENTATIVE.

4. CONTRACTOR SHALL PULL AND REMOVE ALL FRONT WALL

TIMBER PILES & WAKEFIELD SHEETING TO THE CHANNEL

BOTTOM (EL. 21.1 BELOW LWD). DISPOSAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS. THE EXISTING TIMBER

ANCHOR PILES SOUTH OF THE SURVEY BASELINE SHALL BE

REMOVED AS NECESSARY IF THEY INTERFERE WITH ANCHOR

WALL OR TIE ROD PLACEMENT.

5. STONE FILL SHALL BE PLACED APPROXIMATELY 6 INCHES

(MIN) ABOVE TIE RODS. CONTRACTOR SHALL ENSURE

TIE ROD IS PROTECTED DURING SPLASH STONE PLACEMENT.

PVC CONDUIT SHALL BE USED AS SHOWN ON SHEET 16 OF 16

AND AS SPECIFIED. SEE SHEET 14 OF 16 FOR REQUIRED STONE

FILL DETAIL.

6. EXISTING TIE RODS SHALL BE CUT TO APPROX 9 FEET SOUTH

OF WAKEFIELD SHEETING. TIE RODS SHALL NOT BE CUT MORE

THAN 8 FEET IN ADVANCE OF PROPOSED SSP WALL.

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

BE AS SHOWN OR TO THE TOE OF BERM, WHICHEVER IS LESS.

7. LIMITS OF CLEARING, GRUBBING AND REQ’D BACKFILL SHALL

STURGEON BAY, WISCONSIN

SOUTH REVETMENT REPAIR - SECTION N

STRUCTURE PLAN,

EXCAVATION/BACKFILL CROSS SECTION

SOLICITATION NUMBER: W911XK-09-B-0006

REQ’D 8"

LAYER OF

TOPSOIL

REQ’D

BACKFILL

APPROX

EXIST

GRADE

1 REVISED EXC/BACKFILL CROSS SECT 6/5/09

LADDER

SSP WALL

SURVEY BASELINESURVEY BASELINE

TOE OF BERM

R E

Q ’D

L A

D D

E R

S T

A

.5

R E

Q ’D

L A

D D

E R

S T

A

.5

P .O

.B

S T

A

EL 583.00

1/2 " IRON WITH CAP

ON SURVEY BASELINE

AT STA 37+00

77-5

EL 587.00

BRASS CAP IN

CONCRETE POST

S T

A R

T P

O

IN

T

O F

R E

Q ’D

S S

P

S T

A

SCALE: 1/4 " = 1’-0"

SECTION N

CHANNEL SIDE

FRONT WALL

SSP

EL +6.0

LAND SIDE

SURVEY

BL

REQ’D

TIE ROD

REQ’D SPLASH STONE

(250 TO 700 LB)

9’-0" (+)

LWD 0.0

(EL 576.8

I.G.L.D.

1955)

VARIES *

2’-0"

EL 3.5

APPROXIMATE

DEPTH OF

STONE FILL

ANCHOR WALL

SSP

29’-0"

EXISTING GRADE

LIMITS OF EXCAVATION

BACKFILL

RE-USED STONE FILL

LEGEND:

6"

EL +2.0

EL +4.5

(TOP OF STONE FILL)

1’-6"

SLOPE TO

DRAIN

EL +3.0

EXC/BACKFILL CROSS SECTION AT TIE ROD