J2 - Maps and Drawings.pdf

220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180

220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180

705.25 C PIPE EL.

24" DUCTILE IRON PIPE

C PIPE EL.705.4

EXISTING GROUND LINE

L

NEW CHANNEL

L INLET

STRUCTURE

EL. 703.75

STA. 15+87

HEAD WALL STRUCTURE

PROPOSED

C PIPE EL.705.0L

3:1

2 1/2:1

3:1

2:1

WATER EL. 752.0

TOP OF HATCH EL. 756.0

18" DUMPED ROCK

EL. 764.00 TOP OF DAM

8" GRAVEL BLANKET

VERTICAL SCALE 1" = 10'-0"

HORIZONTAL SCALE 1" = 20'-0"

SECTION A-A

24" GATE VALVE STRUCTURE (NEW)

NOT TO SCALE

2' -0

" EL. 705.25

24' - 4' DIA. MANHOLE

SECTION

60" TO 48" CONVERSION

24" M&H GATE VALVE #52 - DOUBLE DISC

FLANGED OR EQUAL

8'-5' DIA. M.H. SECTION

FLANGE TO BELL

CONNECTION

24" DUCTILE IRON PIPE

LADDER

16" O.C.

WATERPROOF SEAL ALL AROUND BOTH SIDES

SPACER AS NEEDED

#6 BARS @ 12" O.C. BOTH WAYS

24" DUCTILE IRON PIPE

1' -6

FLOOR ELEV. 703.75

FILL W/CONCRETE TO 6" ABOVE

BOTTOM OF PIPE

6"

EXISTING 24" DUCTILE IRON PIPE CROSS SECTION,

24" GATE VALVE & INLET STRUCTURE

EXISTING DETAILS OF

24" GATE VALVE STRUCTURE

NOT TO SCALE

2' -0

" EL. 705.25

48" FLAT MANHOLE LID

RIM ELEV. 756.00

24' - 4' DIA. MANHOLE

SECTION

60" TO 48" CONVERSION

24" M&H GATE VALVE #52 - DOUBLE DISC

FLANGED OR EQUAL

8'-5' DIA. M.H. SECTION

FLANGE TO BELL

CONNECTION

24" DUCTILE IRON PIPE

LADDER 16" O.C.

WATERPROOF SEAL ALL AROUND BOTH SIDES

FLANGE TO SPIGOT CONNECTION

#6 BARS @ 12" O.C. BOTH WAYS

24" DUCTILE IRON PIPE

1' -6

FLOOR ELEV. 703.75

FILL W/CONCRETE TO 6" ABOVE

BOTTOM OF PIPE

6"

48" FLAT MANHOLE LID

RIM ELEV. 756.00

1" STEEL ROD

BEARING

GUIDE @

10" O.C.

GEAR RING MOUNTED

ON HANDWHEEL

STEEL SUPPORT

STEEL SUPPORT

12" DIA. GEAR

GUIDE SUPPORT

5'

COUPLING

5' T

Y P

. D

IS

TA

N

C E

5' T

Y P

. D

IS

TA

N

C E

3' T

Y P

. D

IS

T.

THRUST

BEARING

GUIDE

THRUST

BEARING

1" STEEL ROD

4" DIA. BOLT

1" STEEL

PLATE

SUPPORT

TEMPER

BEARING

REMOVAL STEEL BLOCK

FOR INSTALLATION OF 1"

DIA. STEEL ROD

HANDWHEEL

HANDWHEEL

1" STEEL ROD

1" STEEL ROD

EXTENSION STEM FOR

GATE VALVE OPERATION

NOT TO SCALENOT TO SCALE

SECTION 90° TO SECTION A-A

24" GATE VALVE STRUCTURE (NEW)

EXTENSION STEM FOR

GATE VALVE OPERATION

SPUR GEAR

2" B

AL

L

C H

EC

K

VA

LV

E

AS

SE

M

BL

Y

STONE

FLOW

DWS

TCWIRONTON RANGER DISTRICT

District Ranger Steve Marchi

T. Chris Wilson Design Engineer

Forest Engineer

U.S.D.A. - U.S. FOREST SERVICE

REGION 9

WAYNE NATIONAL FOREST 24" GATE VALVE DETAILS

TIMBRE RIDGE LAKE

REPAIRS & IMPROVEMENT

CIM-0900-IF-205-0914-02

2' THICK COMPACTED CLAY

SEE PAGE CONTROL BLANKET

.756.2

21 20 19 18 17 16 15 14 13 12 11

BASELINE

CL

CL

CL

CL

TRASH RACK & INLET STRUCTURE

OBSERVATION WELL

GRAVEL ROAD

18" DUMPED ROCK MIN. WATER LEVEL 752.0

0 40 80 120

SCALE

REMOVE WOODY MATERIAL

BRUSH & MOW WITHIN THIS

AREA

RECOVER 8" GATE VALVE.

CLEAR AROUND AREA

AROUND GATE VALVE.

INSTALL 4"X4" TREATED POST

ON EACH SIDE OF GATE

VALVE.

SIDE CHANNEL FEED AREA

FOR EMERGENCY SPILLWAY

.756.2

PRINCIPLE SPILLWAY STRUCTURE

W/TRASH RACK & VORTEX BAFFLE

EL. 752.0

SB-11

OS-5

OP-2

SB-13

SB-9

ACTUAL LOCATION

100' W

EST

" D

U C

TI

LE

IR

O

N P

IP

E

(S

EE

S H

EE

T

7)

SCREENED WATER

INTAKE EL. 743.04

BASELINE

SB-8

" D

U C

TI

LE

IR

O

N P

IP

E

(S

EE

S H

EE

T

7)

SB-6

EMERGENCY SPILLWAY (SEE PROFILE SHEET 3)

LOW POINT EL. 756.2 TO EL. 756.5

SB-5

MAIN DRAIN

VALVE MANHOLE

SB-4

OS-4

SB-10

SB-3

OS-2

OP-1OS-

SB-7

OP-3 OS-3

SB-2

SB-1

BENCH (SEE CROSS SECTIONS)

" D

U M

P E

D R

O C

K

S P

IL

LW

A Y

D

IK

E

(SEE CROSS SECTIONS)TOP OF DAM ELV. VARIES 763.0 TO 763.5 +/-

OW-1

NP-1

OP-1

OS-1

SB-1

VEGETATION REMOVAL LIMITS

PIEZOMETER LOCATION

PIEZOMETER LOCATION

SETTLEMENT PLATE LOCATION

LEGEND

CONCRETE ENDWALL

SHUT-OFF

VALVE

S

TI

LL

IN

G B

A S

IN

R

O C

K L

IN

E

D

SAND FORK CREEK

OW-4

CONCRETE CHANNEL

SLOPE & BOTTOM

LINING

OW-1

OW-2

OW-5 OW-7 OW-8 OW-9

OW-3

OW-6

BENCH (SEE X- SECTIONS)

8" C

.I.

P.

(S

EE

S H

EE

T

7)

3' -2

" X

'-0 " R

E

IN

F.

C

O N

C

B O

X C

U

LV

E R

T (S

E E

S H

E E

T 9)

P R

IN

C

IP

LE

S P

IL

LW

A Y

D

IS

C H

A R

G E

P

IP

E

SB-14

SB-16

OP-4

NP-1 NP-2

S A

N D

F

IL

TE

R

(S E

E X

-S E

C

TI

O N

S

S A

N D

F

IL

TE

R

(S E

E X

-S E

C

TI

O N

S

8" O PERF. PIPE UNDERDRAIN

8" O PERF. PIPE

UNDERDRAIN

" D

UMPED R

OCK O

VER 6"

S

AND F

ILT

ER

PARKING LOT

DWS

SMIRONTON RANGER DISTRICT

District Ranger Steve Marchi

T. Chris Wilson Design Engineer

Forest Engineer

U.S.D.A. - U.S. FOREST SERVICE

REGION 9

WAYNE NATIONAL FOREST PLAN VIEW OF DAM

TIMBRE RIDGE LAKE

220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180

220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180

705.25 C PIPE EL.

24" DUCTILE IRON PIPE

C PIPE EL.705.4

EXISTING GROUND LINE

L

NEW CHANNEL

L INLET

STRUCTURE

EL. 703.75

STA. 15+87

HEAD WALL STRUCTURE

PROPOSED

C PIPE EL.705.0L

3:1

2 1/2:1

3:1

2:1

WATER EL. 752.0

TOP OF HATCH EL. 756.0

18" DUMPED ROCK

EL. 764.00 TOP OF DAM

8" GRAVEL BLANKET

VERTICAL SCALE 1" = 10'-0"

HORIZONTAL SCALE 1" = 20'-0"

SECTION B-B

PLAN

SECTION A-A

1/4" X 6" PLATE 6' O.C.

ALL STEEL #6 @ 9" O.C. BOTH WAYS

EXISTING DETAILS OF INLET STRUCTURE

NOT TO SCALE

#4 BARS @ 9" C/C EACH WAY

5'-0"

1/4" X 6" PLATE

6"

2'-0"

6" 6"

4'-0"

A

B

A

B

3' -0

6"

8"

STEEL PLATE PLUG

A STEEL PLATE SHALL BE FABRICATED AS SHOWN ABOVE.

STEEL PLATE PLUG SHALL PLACE OVER THE 24" INTAKE

STRUCTURE WITH THE 2" BALL VALVE CLOSED.

CONTRACTOR SHOULD NOTE THAT INTAKE STRUCTURE MAY

BE PARTIALLY OR COMPLETELY COVERED WITH SEDIMENT

AND SEDIMENT MATERIAL WILL NEED TO BE COMPLETELY

REMOVED FROM INLET STRUCTURE BEFORE PLACEMENT OF

STEEL PLATE PLUG.

ONCE THE STEEL PLATE PLUG HAS BEEN PLACE ON THE

INLET STRUCTURE THE CONTRACTOR WILL FIRST TRY TO

OPEN THE EXISTING 24" VALVE SO AS PERMIT A VERY SMALL

AMOUNT OF WATER TO FLOW THRU THESE VALVE SO AS TO

SEAT AND SEAL THE STEEL PLATE PLUG. ONCE THE STEEL

PLATE PLUG HAS SEAL AND CONTRACTOR HAS VERIFIED

THAT STEEL PLATE PLUG WILL BE FUNCTIONAL AND IS SAFE

THE EXISTING 24" VALVE OPENING BE INCREASED.

NOT TO SCALE

EXISTING 24" DUCTILE IRON PIPE CROSS SECTION,

24" GATE VALVE & INLET STRUCTURE

IF THE EXISTING 24" VALVE CAN NOT BE OPENED THEN THE

CONTRACTOR SHALL REMOVE SOME OF THE BOLTS AROUND

THE FLANGE SO AS TO PERMIT A SMALL AMOUNT OF WATER

TO ESCAPE AROUND THE FLANGE SO AS TO SEAT AND SEAL

THE STEEL PLATE PLUG. IN THESE SCENARIO THE

CONTRACTOR WILL BE REQUIRED TO INSTALL AN ELECTRIC

SUMP PUMP TO REMOVE WATER FROM THE ENCLOSURE.

ONCE A NEW VALVE HAS BEEN INSTALLED THE NEW 24"

VALVE WILL BE OPENED AND THE 2" VALVE ON THE STEEL

PLATE PLUG WILL BE OPENED TO PERMIT WATER FLOW THRU

THE 24" VALVE DRAINAGE PIPE. THE NEW 24" VALVE WILL BE

CLOSED VERY SLOW SO AS TO ALLOW ALL AIR IN PIPE TO BE

REMOVED AND SO AS TO NOT CAUSE A WATER HAMMER.

ONCE THE NEW 24" VALVE IS CLOSED AND SYSTEM IS

FUNCTIONING CORRECTLY THE STEEL PLATE PLUG WILL BE

REMOVED AND BECOMES PROPERTY OF CONTRACTOR AND

REMOVED FROM GOVERNMENT PROPERTY.

PLAN

B

A

B

A

SECTION B-B

8" I-BEAM WELDED COMPLETE

LENGTH OF PLATE BOTH SIDES

2" BALL VALVE

6'-0"

1" THICK RUBBER BELTING MATERIAL

GLUED TO STEEL PLATE. COMPLETE

SURFACE OF STEEL PLATE

1" THICK STEEL PLATE

2" STEEL NIPPLE 6" LONG

8"

4.171"

AMERICAN STANDARD BEAMS

8X4 23 LBS/LF

SECTION A-A

137.86235Á

1'-0"

5'-6"

1" THICK STEEL PLATE

1" THICK RUBBER BELTING MATERIAL

GLUED TO STEEL PLATE. COMPLETE

SURFACE OF STEEL PLATE

GENERAL NOTES

(1)

(2)

(3)

(4)

(5)

(6)

2" STEEL PIPE

WELDED 2" STEEL

PIPE WATER TIGHT

DWS

TCWIRONTON RANGER DISTRICT

District Ranger Steve Marchi

T. Chris Wilson Design Engineer

Forest Engineer

U.S.D.A. - U.S. FOREST SERVICE

REGION 9

WAYNE NATIONAL FOREST STEEL PLATE PLUG

TIMBRE RIDGE LAKE

DWS

TCWIRONTON RANGER DISTRICT

District Ranger Steve Marchi

T. Chris Wilson Design Engineer

Forest Engineer

U.S.D.A. - U.S. FOREST SERVICE

REGION 9

WAYNE NATIONAL FOREST

TIMBRE RIDGE LAKE

REPAIRS & IMPROVEMENT

TITLE SHEET

US Department of Agriculture Forest Service

Mason Township

TIMBRE RIDGE LAKE REPAIRS & IMPROVEMENT

Wayne National Forest Ironton Ranger District

Region Nine

Lawrence County, Ohio

N.T.S.

LOCATION PLAN:

THE SITE IS ACCESSED FROM OHIO STATE ROUTE 141 IN LAWRENCE COUNTY, OHIO.

VICINITY PLAN:

N.T.S.

PROJECT LOCATION

SEPTEMBER 21, 2009

SHEET SHEET TITLE

PROJECT SITE

10 #5 BARS (VERTICAL)

OUTSIDE FACE AS SHOWN

ELEV. 730.0

SECTION B-BSECTION A-A

SECTION C-C

7'-0"

1'-6"

'-0

5'-4"

8" 4'-0" 8"

ELEV. 752.0

PLAN VIEW OF PRINCIPAL SPILLWAY

5'-4"

12" 12"

7'-0"

8" 8"

7 #5 BARS @ 1" C.C.

2" X 4" KEY

(TYPICAL)

14 #5 BARS(VERTICAL)

INSIDE FACE AS SHOWN

8'-0" 11'-4"

7' -0

4' -0

" BB

C

A

AC

6'-4"

8" 5'-0" 8"

10 #5 BARS @ 12" C.C.5 #5 BARS @ 8" C.C.7 #5 BARS @ 12" C.C.

#5 BARS @ 15" C.C.

(CONTINUOUS AROUND

CORNERS)

5 BARS @ 30" C.C.

6"

7' -1

0"

6'-6" 12'-10"

8"

1 1/2" CL.

1 1/2" CL.

10 #5 BARS

(TO MATCH

VERTICAL

BARS ON

THREE

SIDES)

2'-0" R. 6'- 0"

R

9 1/2"

7" 7"

7"

4'-6" O/O

2'-4"

1' -3

1' -2

2'-1" DIA. BARS

10'-1" DIA. BARS

J

J

2 1/2 X 2 1/2 X 1/4 ANGLES X 2'-7" LG:8 REG'D

CONC. ANCHORS

2 12" X 2 12" X 14" ANGLES

2" BOLTS

W/NUTS

& WASHERS

6' -4

5'-4"

2' -9

/2

4"

8" 2'

-9

/2

4"

H H

4"

1/4"

5'-4" 1/4"

4"

1" DIA. BARS

8" 4'-0" 8"

PLAN

SEC. J-J SEC. H-H

2 1/2 X 2 1/2 X 1/4 ANGLES X 4'-8" LG:4 REG'D

20 - 1/2" DIA.CONCRETE ANCHORS

16 - 1/2" DIA. X 2" LONG BOLTS W/NUTS & WASHERS

TRASH RACK DETAILS

2'-9 1/2"

2 12" X 2 12" X 14" ANGLES

4'-7 1/2"

1 1/4"

4 1/2" 11" 11" 11" 11" 4 1/2"

1 1/4"4'-5"

2 3/4"

2 3/4"

" D

IA

1' -3

1/

4"

℄ CONCRETE

ANCHORS

2 3/4"

1" STEEL PLATE

NOTE:

THE ABOVE DIMENSION ARE GENERAL INFORMATION.

CONTRACTOR SHALL VERIFY ALL DIMENSION BEFORE FABRICATION.

11'-4"

8"

8"

4'-10"5'-0"

3' -2

'-8

4 - 3"X3" X 1 4" Ls

4" PLATE

NOTE "A" BAR SPACING MAY

BE INCREASED TO 6" C/C AT

THE LAST CULVERT SECTION

WEST AT THE HEADWALL.

12" 12"

1'-6"

ELEV. 730.0 #5 BARS @ 5" C.C.

#5 BARS @ 3 1/2" C.C.3" CL.

#5 BARS @ 3 1/2" C.C.

#5 BARS @ 5" C.C.

3' -2

9"

12"

#5 BARS @ 3 1/2" C.C.

SEE NOTE "A"

#4 BARS @

12" C.C.

3' -2

4'-0"8" 8"

#5 BARS @ 3 1/2" C.C.

SEE NOTE "A"

#4 BARS @

12" C.C.

14-#5 BARS

LONGITUDINAL

AS SHOWN

5'-4"

TYPICAL SECTION THRU

BOX CULVERT

9 1/2"

9"

2" 2"

CONSTR.

JOINT (TYP.)

2"

4" TYP.

2"

1'-9 1/4"

#4 BARS - 12 REQ.D

EACH JOINT

30'-0" C/C OF CONSTRUCTION JOINTS

1'-9 1/2" 1'-9 1/4"

2"

1'-5"

1' -3

2"

CONTRACTION JOINT

TOP & BOTTOM

#4 BARS - 12 REQ.D

EACH JOINT

CONTRACTION

JOINT

SIDES

4' -8

/2

2" 2"

1' -3

1'-3"

1' -6

/4

1'

-7

1' -6

/4

#5 BARS - 28 REQ.D

EACH COLLAR

SIDE OF

TRENCH

1'-0"

ANTI-SEEP COLLAR

3"

3" 3"

CONSTRUCTION

JOINT

DUMBELL WATERSTOP

"VINYLEX D9 - 38 LB

OR EQUAL

C

CONTINUOUS AT ALL BOX CULVERT

CONSTRUCTION JOINTS

WATERSTOP DETAIL

DWS

TCWIRONTON RANGER DISTRICT

District Ranger Steve Marchi

T. Chris Wilson Design Engineer

Forest Engineer

U.S.D.A. - U.S. FOREST SERVICE

REGION 9

WAYNE NATIONAL FOREST TRASH RACK DETAILS

TIMBRE RIDGE LAKE

12'-0"

AA

I-BEAM-W5X16 2 12"x 2 12"x1

4"

ANGLES

VORTEX BAFFLE

SECTION A-A

SCALE = 3/8" = 1'-0"

ELEV. 748.0

ELEV. 750.67

ELEV. 752.0

ELEV. 754.67

ELEV. 756.0

3-3/4" BOLTS THRU CONCRETE

W/NUTS & WASHES

8" 8"

8"

8" 8"

8"

3-3/4" BOLTS THRU

CONCRETE

W/NUTS & WASHES

4'-0" 4'-0" 4'-0"

340 320 300 280 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60

CONCRETE CRADLE ALTERNATE

BACKFILL METHOD SUGGESTED

(SEE SHEET 11/11)

2:1

ELEV. 764.0 TOP OF DAM

DUMPED ROCK 18"

8" GRAVEL BLANKET

3:1

ELEV. 752.00 WATER.

STATION 17+56

EXISTING GROUND LINE

3:1

PROPOSED

2 1

/2:

4" / FT.

3:1

2'-6" DUMPED ROCK

CHANNEL PROTECTION

C C

R E

E K

L

1'-6" DUMPED ROCK

CHANNEL PROTECTION

6" SAND

ELEV. 702.0

ELEV. 706.0

ELEV. 698.0

3:12:1

12:1 2'-6"

10' ROUNDING 9' 28'

P V

I E

LE

V . 7

.5

0'

L T.

M O

D

IF

IE

D

H W

-3 H

E A

D W

A

LL

2' MIN. COVER

P

IP

E

IN

V . E

LE

V

. 7

.0

10 ANTI-SEEP COLLARS @ 20'-0" C/C (SEE SHEET 11/11) 25'

48" DIA. REINFORCED CONCRETE PRESSURE PIPE AWWA C-301

INV. ELEV. 730.0

ELEV. 748.0

C SPILLWAY RISER

STA. 17+50,10' RIGHT

SEE DETAIL ABOVE

L

I-BEAM-W5X16

TYPICAL FOR BOTH I-BEAMS, CUT I-BEAMS

SUPPORT @ ELEV. 746.00 AND WELD

NEW SAVE

I-BEAMS WITH STEEL PLATE

EACH SIDE OF WELD SEAM AS SHOWN

BELOW

1" THICK STEEL PLATE

12 FT. (L) X 4 FT. (W)

STEEL PLATE

6" EACH SIDE OF WELD.

COMPLETE FACE OF I-BEAM

ELEV. 746.0

VERTICAL SCALE 1" = 10'-0"

HORIZONTAL SCALE 1" = 20'-0"

DWS

TCWIRONTON RANGER DISTRICT

District Ranger Steve Marchi

T. Chris Wilson Design Engineer

Forest Engineer

U.S.D.A. - U.S. FOREST SERVICE

REGION 9

WAYNE NATIONAL FOREST VORTEX BAFFLE

TIMBRE RIDGE LAKE