Attachment_B_-_Drawings.pdf

T

TV

OH

SAN

SS

W

G

SAN

SF SF

X X X X X X X X X X X

E

FO

OH

W W

FM

ABBREVIATIONS:

ABOVE FINISHED FLOOR

ABOVE

ADJUSTADJ

ALTERNATE

ALUMINUM

ALT/

AL

ANCHOR BOLT

APPROXIMATE

AT

AUTOMATIC

AVENUE

AB

APPROX

AUTO

AVE

BACK OF CURB

BACK OF SIDEWALK

BALL VALVE

BASE COURSE

BASELINE

BEARING

BELOW

BENCHMARK

BETWEEN

BITUMINOUS

BLIND

BLOCK

BOARD

BOTTOM

BOULEVARD

BRICK

BUILDING

BUTTERFLY VALVE

BC

BV

BS

B

BRG

BM

BETWN

BIT

BLD

BLK

BLKG

BD

BRK

BLDG

BFV

CAST IRON

CASTING

CEILING

CENTERLINE

CHECK VALVE

CHECKERED PLATE

CHLORINE

CLEANOUT

CLEAR

COLD WATER

CONCRETE

CONCRETE MASONRY UNIT

FENCE

FERTILIZER

FIBERGLASS

FINISHED

FLANGED

FLOOR

FLOOR DRAIN

FLOWLINE

FOOT

FOOTING

FORCE MAIN

FOUNDATION

FUTURE

GAGE

GARAGE

GAS

GATE VALVE

GENERAL

GRADE, GROUND

GRAVEL

GROUNDWATER

CI

CTG

CB CATCH BASIN

CLG

CV

CHKD P

CO

CLR

CW

CONC

CMU

FN

FERT

FGL

FIN

FLG

FLR

FD

FL

FT (')

FTG

FM

FDN

FUT

GA

GAR

G

GV

GEN

GRAV

GW

CONNECTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CORNER

CORRUGATED METAL PIPE

COUNTY TRUNK HIGHWAY

COUPLING

COURSE

CUBIC FOOT

CUBIC YARD

CULVERT

CURB AND GUTTER

CONN

CONT

CONTR

CJ

COR

CMP

CTH

CPLG

CRS

CF

CY

DEFLECTION

DEPTH

DETAIL

DIAMETER

DIMENSION

DISCHARGE

DOOR

DOWN

DRAWING

DRINKING FOUNTAIN

DRIVEWAY

DUCTILE IRON

DEFL

DP

DTL

DIA

DIM

DISCH

DR

DN

DWG

DF

DI

EACH

EACH FACE

EACH WAY

EAST

EFFLUENT

ELBOW

ELECTRICAL

ELEVATION

END OF RADIUS

EQUAL

EQUIPMENT

ESTIMATE

EXHAUST

EXISTING

EXPANSION

EXTERIOR

EA

EF

EW

E

EFF

ELB

ELEC

EL

ER

EQ

EQUIP

EST

EXH

EXP

EXT

JOINTJT

KNIFE GATE VALVEKGV

LABORATORY

LAVATORY

LEFT

LENGTH

LENGTH OF CURVE

LIGHT POLE

LINEAL FEET

LOCATION

LONG RADIUS

LUMP SUM

MANHOLE

MANUFACTURER

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

MECHANICAL JOINT

MINIMUM

MISCELLANEOUS

LAB

LAV

LT

LG

LC

LP

LF

LOC

LR

LS

MH

MFG

MAS

MTL

MAX

MECH

MJ

MIN

MISC

HEIGHT

HOLLOW METAL

HORIZONTAL

HOSE BIB

HOT WATER

HOUSE

HYDRANT

NEAR FACENF

INCHES

INCLUDE

INFLUENT

INLET

INSIDE DIAMETER

INSIDE FACE

INSULATION

INTERIOR

INVERT

IRON PIPE

IRON PIPE SIZE

PARKING

PAVEMENT

PEDESTAL

PERCENT

PERFORATE

PLACE

PLATE

PLUG VALVE

POINT OF INTERSECTION

POINT OF CURVE

POINT OF TANGENCY

POLYVINYL CHLORIDE

POTABLE WATER

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POWER POLE

PROPERTY LINE

QUANTITY

RADIUS

RAILROAD

REDUCER

REFERENCE

REINFORCING

REINFORCED CONCRETE PIPE

REMOVE

REPLACE

REQUIRED

REVISED

RIGHT

RIGHT OF WAY

ROAD

ROADWAY

ROOF DRAIN

IN (")

INCL

INF

INL

ID

IF

INSUL

INT

INV

IP

IPS

PKG

PVMT

PED

PERF

P

PE

PL

PV

PI

PC

PT

PVC

PW

PL PL

QTY

RAD

RR

RED

REF

REINF

RCP

REM

REPL

REQD

REV

RT

RW

RD

RDWY

RD

NON-POTABLE WATER

NORTH

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OPENING

OUTSIDE DIAMETER

OUTSIDE FACE

OVERHEAD

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

SANITARY

SCHEDULE

SECTION

SEWAGE TREATMENT PLANT

SEWER

SHEET

SIDEWALK

SPECIFICATION

SOUTH

SQUARE

SQUARE FOOT

SQUARE YARD

STAINLESS STEEL

STANDARD

STATE TRUNK HIGHWAY

STEEL

STORM

STREET

SURFACE

SYSTEM

TELEPHONE

TELEPHONE POLE

THICKNESS

THROUGH

TOP & BOTTOM

TOP OF CURB

TYPICAL

NPW

N

NIC

NO

OC

OPG

OD

OF

OH

OE

OT

SAN

SCH

SEC

STP

SWR

SHT

SW

S

SPEC

SQ

SF

SY

SS

STD

STH

STL

STM

ST

SURF

SYS

TELE

TP

THK

THRU

TC

TYP

UNEXCAVATED

UNLESS NOTED OTHERWISE

UNITED STATES HIGHWAY

UNEXC

UNO

USH

ROOMRM

VARIABLE

VALVE

VERTICAL

VERTICAL CURVE

WATER

WATER MAIN

WATER SURFACE

WATER TREATMENT PLANT

WELDED WIRE FABRIC

WEST

WIDTH

WITH

WITHOUT

WOVEN WIRE MESH

WWTP

WTP

WTR

WS

WM

WWF

W

WD

W/ W/O

WWM

VAR

V

VER

VC

ABV

AFF

BLVD

CULV

GRD

HT

HM

HORZ

HB

HW

HSE

HYD

PP

PRIVATE ENTRANCE

BEL

BLOCKING

B CRS

PSF

PSI

UE UNDERGROUND ELECTRICAL

UNDERGROUND GASUG

UNDERGROUND TELEPHONEUT

UNDERGROUND VIDEOUV

ASPHALTASPH

CORRUGATED STEEL PIPECSP

HOT WATER RETURNHWR

ELECTRIC WATER COOLEREWC

NTS

WASTEWATER TREATMENT

PLANT

BF BACK FACE

BOTTOM OFB/

T/ TOP OF

SLOPESL

SIM SIMILAR

ALT ALTERNATE WITH

EJ EXPANSION JOINT

CONSTRUCTIONCONST

CONST JT

CONTR JT CONTRACTION JOINT

CONSTRUCTION JOINT

DEGREE

V&B VALVE & BOX

C&G

T&B

NOM NOMINAL

BTM

SPA SPACE

MP MID POINT

CL / C

DEG / °

CHL

BO BREAKOFF

DW

CP CONTROL POINT

SSMH STORM SEWER MANHOLE

SANITARY MANHOLESAMH

EX

F-F FACE TO FACE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 1/1

9 1 0:

R

IE

DE

RA

I:\

\U

SF

S\

W

AU

PE

E

DA

M\

CA

D\

SH

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TS

ET

\W

AU

PE

E_

TI

TL

E.

DW

G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

LEGEND

CTG

ARR

CTG

26-1078.00

NORTH

0 50 100 ft

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

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IE

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RA

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\U

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S\

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PE

E

DA

M\

CA

D\

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ET

\E

XI

ST

IN

G

SI

TE

.D

W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

ACCESS PLAN

CTG

ARR

CTG

26-1078.00

PRITCHARD LANE

G R

IN

D

LE

L

AN

E

TRACKING CONTROL

PROJECT LOCATION

EXISTING DROP INLET

TO BE REMOVED

EXISTING 36"

CONCRETE PIPE

TO BE REMOVED

EXISTING AUXILIARY

SPILLWAY

EXISTING TREE LINE

CONTRACTOR SHALL NOT

DISTURB BAT HOUSE DURING

CONSTRUCTION PROJECT

EXISTING MONUMENT

TO BE RELOCATED ONTO

PROPOSED DROP INLET

BORING B-1

BORING B-2

NORTH

0 7.5 15 ft

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

\U

SF

S\

W

AU

PE

E

DA

M\

CA

D\

SH

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TS

ET

\E

XI

ST

IN

G

SI

TE

.D

W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

EXISTING SITE

CTG

ARR

CTG

26-1078.00

36" CONCRETE PIPE

EL. 945.46

INV EL. 935.86

4.

1.

6.33'

5.

4.

1.42' 1.42'

1.

8.

5'

6.0'

1.

5'

4.17'

.0

1.83'

EXISTING STRUCTURE2 0 2.5 5FT

1.

0'

(T

YP

6.0'

6.0'

6.3'

EXISTING WINGWALLS

3.

0'

5.00'

EXISTING DROP INLET1 0 1.5 3FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

\U

SF

S\

W

AU

PE

E

DA

M\

CA

D\

SH

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ET

\E

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ST

IN

G

SI

TE

.D

W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

EXISTING DROP INLET

TO BE REMOVED

CTG

ARR

CTG

26-1078.00

NORMAL POOL

EL. 942.4'

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

0+50

1+00

1+50

1+00 1+00 1+00 1+00

NORTH

0 10 20 ft

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

\U

SF

S\

W

AU

PE

E

DA

M\

CA

D\

SH

EE

TS

ET

\P

RO

PO

SE

D

SI

TE

.D

W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PROPOSED SITE PLAN

CTG

ARR

CTG

26-1078.00

TURBIDITY BARRIER

HEAVY RIPRAP

STRAIGHTEN

AUXILIARY SPILLWAY

MEDIUM RIPRAP

SILT FENCE

1&2

TEMPORARY COFFERDAM

MINIMUM EL. 944.0'

*NOTE:

BYPASS PUMP REQUIRED FOR DEWATERING

(ESTIMATED BASE FLOW = 1,050 GPM)

PROPOSED INLET

STRUCTURE

PROPOSED

48" CONCRETE PIPE

EXISTING AUXILIARY SPILLWAY

PROTECT BAT HOUSE

*NOTE:

PLACE EROSION MAT ON ALL DISTURBED

SLOPES THAT ARE GREATER THAN 3:1

1'

7"

1' 1 3/4"

1' 6"

6" PROPOSED DROP INLET SECTION VIEW1 0 5FT2.5

OPENING TO ACCOMMODATE

48" CONCRETE PIPE

INV EL: 935.86'

PROPOSED DROP INLET PLAN VIEW2 0 5FT2.5

WOOD STOP LOGS

(5.5" X 5.5" X 6'-9")

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

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SF

S\

W

AU

PE

E

DA

M\

CA

D\

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\P

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SE

D

SI

TE

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W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PROPOSED DROP

INLET

CTG

ARR

CTG

26-1078.00

1.5' 1.5'

7.5'

FOOTING

CONCRETE WINGWALLS

FOOTING WITH SHEAR KEY

(SEE DETAIL 3)

4-PIECE SAFETY GRATING

(SEE SHEET 12)

PROPOSED CONCRETE WINGWALLS3 0 5FT2.5

EL: 934.86 EL: 934.86

7"x6" STOPLOG

SLOTS

EL: 944.90 EL: 944.90

STRUCTURAL FILL

SHEET PILING

SHEET PILING

SHEET PILING

FOOTING

WINGWALL

SHEAR KEY

6" PVC WATERSTOP

EL: 944.90

1.

0'

NORMAL POOL

EL. 942.4'

NORMAL POOL

EL. 942.4'

12.0'

EL: 942.26 (TOP OF TRASHRACK SILL)

TRASHRACK PLACED IN STOPLOG SLOTS

(SEE SHEET 13)

*EYE BOLTS WITH SHOULDER

6" THREAD, 3/8" DIA. MIN. (TYP.)

EL: 942.14 (TOP OF STOPLOGS)

6" PVC

WATERSTOP

EL. 934.86

5.2'

15.3'

9.5'

1.75'

1.

1.

5' 4.

5'

6.

6" PVC WATERSTOP

2.

0'

1.

5'

.0

2.

0'

1.

5'

2.0' 1.0'

10.5'

2.

0'

1.

5'

.0

.0

INSTALL NEW MONUMENT

1.

5'

SAFETY GRATING NOTCHED INTO CONCRETE

(SEE SHEET 12)

GRATING FRAME

(SEE SHEET 12)

*17 STOP LOGS TO BE PROVIDED

(TOP LOG CUT TO CORRECT ELEVATION)

2.

0'

2.0'

2.

0'

SECTION

FLOW

PLAN

4.

0'

4.

0'

4.

0'

20'

4'

GEOTEXTILE

FABRIC

12" MIN

PROPOSED RIPRAP AT PIPE OUTLET2 NTS

6.

0'

6.

0'

4.

0'

6.0' 2.17'

8.17'

7.

0'

5"

HEAVY

RIPRAP

HEAVY

RIPRAP

PROPOSED CONCRETE PIPE1

EXISTING GROUND

PROPOSED GROUND

48" CONCRETE PIPE INV. EL. = 933.32'

INV. EL. = 935.86'

0.03% 0.03%

0 7.5 15

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

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S\

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R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PROPOSED PIPE

CTG

ARR

CTG

26-1078.00

COMPACT GENERAL

SITE FILL TO BED PIPE

FILTER DIAPHRAGM

TYPE 1 DRAIN FILL

FILTER DIAPHRAGM

TYPE 1 DRAIN FILL

FILTER DIAPHRAGM

TYPE 1 DRAIN FILL

1' 3"

10 1/2"

1'-5"

/2

1'-5"

PROPOSED DROP INLET SECTION VIEW1 0 5FT2.5

PROPOSED FOOTING TOP MAT PLAN VIEW2 0 5FT2.5

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

\U

SF

S\

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PE

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DA

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CA

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W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PROPOSED

REINFORCEMENT

CTG

ARR

CTG

26-1078.00

FOOTING

EL: 934.86

EL: 944.90

PROPOSED DROP INLET PLAN VIEW3 0 5FT2.5

#5 HAIRPIN

#7 @ 8"

#5 @ 12"

HAIRPIN

#5 @ 12"

HAIRPIN

#7 @ 8"

NOTES:

1) 3" COVER UNLESS OTHERWISE NOTED

2) ALL REINFORCING BARS ARE #6 @ 12"

UNLESS OTHERWISE NOTED

#5 HAIRPIN #5 HAIRPIN

7 7

#6 @ 12"

180 HOOK

#6 @ 12"

180 HOOK

#6 @ 12"

#6 @ 12"

#6 @ 12"

15.3'

5.2'

12.0' 12.0'

10.5'

31°'

6" PVC WATERSTOP6" PVC WATERSTOP

6" PVC WATERSTOP

(TERMINATE 6" FROM

TOP OF WALL)

1' 0"

PROPOSED CONCRETE WINGWALLS 4 0 5FT2.5

PROPOSED CONCRETE WINGWALLS5 0 5FT2.5

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

\U

SF

S\

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AU

PE

E

DA

M\

CA

D\

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D

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W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PROPOSED

REINFORCEMENT (2)

CTG

ARR

CTG

26-1078.00

EL: 934.86

EL: 944.90

FOOTING

WINGWALL

EL: 944.90

PROPOSED DROP INLET PIPE OPENING6 0 5FT2.5

#5 HAIRPIN

1'-6"

#5 @ 12"

HAIRPIN

6" PVC

WATERSTOP

1'-6" 7'-6"

EL: 932.86

#7 @ 8"

#7 @ 8"

NOTES:

1) 3" COVER UNLESS OTHERWISE NOTED

2) ALL REINFORCING BARS ARE #6 @ 12"

UNLESS OTHERWISE NOTED

" P

IP

E

#6 CLOSED-LEG STIRRUP @ 12" OC.

DIMENSIONS VARY ALONG 48" DIA. OPENING

48" PIPE

PROPOSED DROP INLET PIPE OPENING7 0 2.5 5FT

EL: 934.86

EL: 932.86

12.0' 9.5'

CIRCULAR BAR AROUND

OPENING IN EACH FACE

CREST ELEVATION = 943.6'

BAC DHEAVY RIPRAP

MEDIUM RIPRAP EXISTING GROUND

FLARED END SECTION

CONTINUED UNTIL STATION 1+80

BAC D

6 INCHES OF BEDDING

10% 10%

1.5%1.5%

MAXIMUM EL=943.6' TOP RIPRAP

EL=946.0

MAXIMUM EL=943.6'

TOP RIPRAP

EL=946.0

6 INCHES OF BEDDING

6 INCHES OF BEDDING

6 INCHES OF BEDDING

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60

SHEET PILING FROM

ELEVATION 943.0' DOWN TO BEDROCK

(BEDROCK ELEVATION VARIES)

6 INCHES OF BEDDING

6 INCHES OF BEDDING

*NOTE:

SIDE SLOPES DECREASE

THROUGHOUT FLARED END SECTION

EXISTING GROUND

PROPOSED AUXILIARY SPILLWAY1 0 157.5

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 4:

R

IE

DE

RA

I:\

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SF

S\

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AU

PE

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DA

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CA

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W G;

R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PROPOSED

AUXILIARY SPILLWAY

CTG

ARR

CTG

26-1078.00

PROPOSED AUXILIARY SPILLWAY - MEDIUM RIPRAP (SECTION A-A)2 0 157.5

PROPOSED AUXILIARY SPILLWAY - HEAVY RIPRAP (SECTION B-B)3 0 157.5

NORMAL POOL

EL. 942.4'

2.

4'

PROPOSED AUXILIARY SPILLWAY - MEDIUM RIPRAP (SECTION C-C)4 0 157.5

PROPOSED AUXILIARY SPILLWAY - HEAVY RIPRAP (SECTION D-D)5 0 157.5

5.0'

2.

4'

2.

4'

2.

4'

5.0'

*KNOWN BEDROCK DEPTH

@ BORING B-2 = 9.5'

FLARED END SECTION

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 3:

R

IE

DE

RA

V

:\W R-

EC

\U

SF

S\

W

AU

PE

E

DA

M\

CA

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SH

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REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

SAFETY GRATING

DETAILS

CTG

ARR

CTG

26-1078.00

1 FOUR-PIECE SAFETY GRATING

NTS 2 SAFETY GRATING FRAME

NTS

3/

4"

7'-0"

7'-0"

1' -0

3 TYPICAL SAFETY GRATING DETAIL

NTS

7'-2"

5' -1

3"

7"

4 SAFETY GRATING SIDE DETAIL

NTS 5 SAFETY GRATING BACK DETAIL

NTS

1' -0

1'

-0

1' -0

SILT FENCE TIE BACK

TWIST METHOD

SILT FENCE

TRENCH DETAIL

JOINING 2 LENGTHS OF SILT FENCE

HOOK METHOD

GENERAL NOTES

WOOD POSTS 2

LENGTH 3'-4"

20" DEPTH

IN GROUND

GEOTEXTILE

FABRIC ONLY

BACKFILL & COMPACT

TRENCH WITH

EXCAVATED SOIL

SUPPORT

CORD

GEOTEXTILE

FABRIC

TIEBACK BETWEEN

FENCE POST AND

ANCHOR

ANCHOR STAKE

MIN 18" LONG

SILT

FENCE

GEOTEXTILE

FABRIC

EXCESS

FABRIC

GEOTEXTILE

FABRIC

WOOD

POST

GEOTEXTILE

FABRIC

WOOD POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

WOOD POST

WOOD POST

GEOTEXTILE

FABRIC

WOOD POST

TRENCH SHALL BE A MIN OF 4" WIDE & 6" DEEP TO BURY

AND ANCHOR THE GEOTEXTILE FABRIC, FOLD THE MATERIAL TO FIT

TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.

WOOD POSTS SHALL BE A MIN SIZE OF 1 1/8" x 1 1/8" OAK OR HICKORY.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING

LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE ONE OF THE

FOLLOWING TWO METHODS;

A. TWIST METHOD -- OVERLAP THE END POSTS AND TWIST, OR ROTATE,

AT LEAST 180 DEGREES.

B. HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH.

NOTE:

ADDITIONAL POST DEPTH OR TIE BACKS

MAY BE REQUIRED IN UNSTABLE SOLS

ATTACH FABRIC TO

TIE POSTS WITH WIRE

STAPLES OR WOODEN

LATH AND NAILS

*NOTE:

8'-0" POST SPACING ALLOWED IF A

WOVEN GEOTEXTILE FABRIC IS USED

FOLD

3" MAX

1'-0" MIN

FLOW DIRECTION

FLOW DIRECTION

2' MIN

(WHEN ADDITIONAL SUPPORT REQUIRED)

FLOW

FLOW

FLOW

3' MAX*

3' MAX*

3' MAX*

3' MAX*

1 N.T.S

SILT FENCE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 3:

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REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

MISC DETAILS

CTG

ARR

CTG

26-1078.00

FABRIC

BALLAST

ANCHOR

STREAM BED

CABLE

2'-0"

MIN.

ESTIMATED HIGH WATER

ELEVATION DURING

CONSTRUCTION PERIOD

NORMAL WATER

SURFACE ELEVATION

WORK AREA

H

SECTION A-A

SAND BAGS

40 LBS. MIN.

BALLAST

2'-0" MIN.

4'-0" MAX.

LENGTH SHALL BE SUFFICIENT TO SECURELY

SUPPORT BARRIER AT HIGH WATER ELEVATIONS.

SAND BAGS TO BE USED AS ADDITIONAL BALLAST

WHEN ORDERED BY THE ENGINEER TO MEET ADVERSE

FIELD CONDITIONS.

WHEN BARRIER HEIGHT, H. EXCEEDS 8'-0"

POST SPACING MAY NEED TO BE DECREASED.

ELEVATION VALUE TO BE ESTABLISHED BY THE

CONTRACTOR BASED ON THE TIME OF YEAR AND

DURATION OF THE ACTIVITY.

NOTES:

5 TURBIDITY BARRIER SHALL COMPLETELY ENCLOSE

ACTIVE DREDGING AREA AND BREAKWATER

CONSTRUCTION AREA. CONTRACTOR SHALL DETERMINE

LENGTH OF TURBIDITY BARRIER REQUIRED FOR

CONTRACTORS OPERATION.

DRIVEN STEEL POSTS, PIPES, OR CHANNELS.

2 0156203N.T.S

TURBIDITY BARRIER DETAIL

PLAN VIEW (TYPICAL)

MAX.10'-0"

WORK AREA

5'-0"

MAX.

A A

BOUY

SAND BAGS

ANCHORED

WORK AREA

WATER SURFACE

DANGER

BUOY

(EXAMPLE)

L 3/

8" x2

P TY

PI

C

AL

3 N.T.S

TRASHRACK DETAIL

1'-0"

2' -3

4.5" 4.5"

5"

1/ 2" 3/8"

1"

2"

2' -3

1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

3/8" 3/16

3/16

TEMPORARY SMALL ANIMAL TURNAROUND

WOOD POST (TYP.)

OPENING

12" (MIN.) - 18" (MAX.)

30" (MIN.)

36" (MAX.)

10'

*NOTES:

1) MATERIAL SHALL BE STAINLESS STEEL

2) APPROXIMATE WEIGHT IS 300 LBS.

BOTTOM SHOWN,

TOP SIMILAR

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 3:

R

IE

DE

RA

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R9

REGION NINE

WAUPEE DAM

REPAIRS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

MISC DETAILS (2)

CTG

ARR

CTG

26-1078.00

MINIMUM DEVELOPMENT & SPLICE LENGTH FOR REBARS1 0512001

b

NOTES:

MINIMUM DEVELOPMENT AND SPLICE LENGTHS

f ' = 4500 psic b

Bar Size Grade 60

#10 6'-2" 4'-9" 8'-0" 6'-2"

TOP BARS OTHER BARS TOP BARS OTHER BARS

#7 4'-3" 3'-4" 5'-7" 4'-3"

#11 6'-10" 5'-4" 8'-11" 6'-10"

#8 4'-11" 3'-9" 6'-4" 4'-11"

#9 5'-6" 4'-3" 7'-2" 5'-6"

#6 2'-11" 2'-3" 3'-10" 2'-11"

#5 2'-6" 1'-11" 3'-2" 2'-6"

#4 2'-0" 1'-6" 2'-7" 2'-0"

#3 1'-6" 1'-2" 1'-11" 1'-6"

Minimum Straight Tension Development Length, l

Minimum Lap Splice For Center To Center Bar Spacing clear spacing 2d & clear cover d d

1. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN

12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

2. EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS, LAP

SPLICE LENGTH AND TENSION DEVELOPMENT l SHALL BE NO

LESS THAN (NO MINUS TOLERANCE) SHOWN ABOVE.

d

3. LAP SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM

STRESS AS DETERMINED BY THE ENGINEER.

4. WHERE BARS OF DIFFERENT SIZE ARE LAP SPLICED, SPLICE LENGTH

SHALL BE THE SPLICE LENGTH OF THE LARGER BAR.

5. ALL SPLICES SHALL BE CONTACT SPLICES AND WIRED TOGETHER.

TYPICAL 90 DEGREE HOOK FOR REBAR

0512002

BAR SIZE

GRADE 60

#10 #11

11" 1'-1" 1'-3" 1'-4" 1'-6"

6" 7" 8"

10"

1'-4" 1'-8"

1'-10" 2'-0"

6" 8" 10" 1'-0" 1'-2" c Ldh HL

HL =

HOOK

LENGTH

L d h

D

EV

EL

O

PM

EN

T

LE

N G

TH

COVER

C O

VE

R dh

#3 #4 #5 #6 #7 #8 #9 f ' = 4500 psi

MIN.

= 2 12" M

IN

2"

COMPLYING WITH MINIMUM COVER REQUIREMENTS OF

ACI 318, OTHERWISE L MUST BE RE-CALCULATED

TYPICAL REBAR HAIRPIN

BAR SIZE

GRADE 60

2'-10" c

LEG

COVER

C O

VE

R

#4 #5 #6 #7 #8 f ' = 4500 psi

MIN.

= 2 12"

M

IN

2"

LE

G

1'-2" 1'-5"

1'-8" 2'-4"