Attachment__20_00_00_02_-_Drawings_16AUG21_0008.pdf

Qal

Kmf

SS

Kmf

Kmf

LAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 5-

D

-0 8-

D

JE

R

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

G

H

D at e:

1.

.1

:3 7:

-0

6'

Kmf

Landfill

SS

SS

SS

SS

Kmf

Qal

Qal

Qal

Kmf Kmf

Qal Kmf

LAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 5-

D

-0 8-

D

JE

R R

Y W

AU

G

H D ig ita lly s ig ne d by

J

ER

R Y

W

AU

G H

D at e:

1.

.1

:2 8:

-0

6'

Kmf Kmf

Kmf

Kmf

Kmf

Kmf

Kmf

Qal

SS

SS

SS

SS

Qal

SS

Qal

Qal

Qal

LAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 5-

D

-0 8-

D

-0 8-

D

JE

R

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

e:

1.

.1

:4 3:

-0

6'

SS

Kmf SS

Kmf CLST Qal

Qal

Kmf

SS

Kmf

SS

LAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 5-

D

-0 8-

D

JE

R R

Y W

AU

G

H D ig ita lly s ig ne d by

J

ER

R Y

W

AU

e:

1.

.1

:4

7:

-0 6'

Kmfg

Kmfg

Kmfg

Strip Mine Backf

Strip Mine Backfill

LAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 8-

D

JE

R

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

G

H D at e:

1.

.1

:3

2:

-0 6'

Qal/Qt/Ql

Qal

Qal

Qal

Qal

Km

Km

Kd

Kg

Qal Km

Kmfg

Kg

CPT12.2-3

CPT12.2-4

CPT12.2-5

6-14

TPR12.2-16-15

DHR12.2-16-9

DHR12.2-16-10

TPR12.2-16-16

TPR12.2-16-17

TPR12.2-16-18

DHR12.2-20-17B

DHR12.2-20-18

DHR12.2-20-19

DHR12.2-20-21

DHR12.2-20-20

Qal

Kg

N 55°E

35°

Kg

Km

Ql/Qt

Qal

Km

Km

Kd

Qal

N 30°E

25°

Qal

East D efiance M onocline

A

LW

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 5-

D

-0 6-

D

-0 8-

D

JE

R

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

G

H D at e:

1.

.1

:1

8:

-0 6'

JE

R

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

e:

1.

.1

:0 5:

-0

6'

LAR M TA IOCE NLAR M TA IOCE N

-1 2-

D

-0 9-

D

-0 8-

D D re w

C . B ai rd

P.

E.

D ig ita lly s ig ne d by

D re w C

Ba ird P

.E

D at e:

1.

.1

:0 0:

-0 6'

LAR M TA IOCE N

-1 2-

D

U pd at ed t itl e bl oc k.

A dd ed N ot e

5.

-0 9-

D

C ha ng ed e xc av at io n lin es

-0 8-

D

C ha ng ed c ov er d et ai l o n

M ite r B en d w ith A ir V al ve S ec tio n

JE

R R

Y W

AU

G

H D ig ita lly s ig ne d by

J

ER

R Y

W

AU

G H

D at e:

1.

.1

:2 1:

-0

6'

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

G

H D at e:

1.

.1

:2

9:

-0 6'

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

G

H D at e:

1.

.1

:1

6:

-0 6'

R Y

W

AU

G H

D ig ita lly s ig ne d by J

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R

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AU

e:

1.

.1

:1 7:

-0

6'

-1 2-

D

-0 9-

D

-0 8-

D

JE

R

R Y

W

AU

G H

D ig ita lly s ig ne d by J

ER

R

Y W

AU

e:

1.

.1

:0 7:

-0

6'

-1 2-

D

-0 8-

D

JE

R R

Y W

AU

G

H D ig ita lly s ig ne d by

J

ER

R Y

W

AU

G H

D at e:

1.

.1

:1 5:

-0 6'

R Y

W

AU

G H

D ig ita lly s ig ne d by J

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R

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AU

e:

1.

.1

:1 9:

-0

6'

-1 2-

D

-0 9-

D

-0 8-

D

JE

R R

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H D ig ita lly s ig ne d by

J

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e:

1.

.1

:4

0:

-0 6'

8" 2' - 7" 4' - 3"

8' - 0"

1' - 2"

11" 2'

6" 3'

/2

2:1

6"

#4 @ 1'-0" ew#4 @ 1'-0" ew #4 hoop bar

#4 hoop bar

#4 @ 1'-0" ew

#4 @ 1'-0" ew11

6"

1' - 8"

#4 @ 1'-0" ew

El. 6974.45

El. 6972.66

El. 6970.12

El. 6971.70

For downstream details, see (60274)

Pipeline details see (60274)

#4 edge bar

St a.

0+

.9

6" *

See note 4

M in

6"

Finished grade

2' - 4" Min.

6"

Slope for safety

3'

0"

7"

*See note 1

En d

Pi pe lin e

St ar t Ba ff le d O ut le t

CL Linepipe

1' - 0"

2'

#4 Hoop bar

#4 Bar

El. 6971.60 100 year flood

#4

#4

1'

" 7"

7"

HDPE wall anchor

6' - 1"

#4 @ 1'-0" ew

#4 @ 1'-0" ew

1'

2:1 2:1#4 edge bar

3'

6" 6"

CL pipe

1' - 0" 4' - 1" 1' - 0"

1' - 0"4' - 1"1' - 0"

6' - 1"

7"

6"

6"6"

2 3/4"

5 1/2"

1/

4"

5 1/2" 1' - 10 1/2"

4'

1"

#4 @ 1'-0" ew

#4 @1'-0" #4 @1'-0"

#4 @1'-0"

Compacted Backfill

Slope for safety

1' - 0" Typ.

M in

6"

#4 Hoop bar

#4 @ 1'-0" ew ø 1' - 4"

#4 edge bar

#4 @ 1'-0" ew #4 @ 1'-0" ew

#4 @ 1'-0" ew

3/4" Chamfer

Symmetrical about CL

Compacted Backfill

Slope for safety

1' - 0" Typ.

El. 6974.45

6"

El. 6970.12

A

B

CD

6'

3' - 9"

6"

3'

3'

St a.

0+

.9

CL Linepipe2'

/2

2'

/2

2'

/2

6" 6"

1'

1'

3' - 9"

El. 6974.45

El. 6973.45

1' - 5"

El. 6970.12

5.0' min, 10.0'max

Concrete anchor block and HDPE wall anchor

2'

1' - 0"

E

#4 @ 1'-0" ew

#4 @ 1'-0" ew

#4 @ 1'-0" ew

#4 @ 1'-0" ew

CL Pipe

#4 @ 1'-0" ew

#4 @ 1'-0" ew

#4 Bar, nf

#4 Hoop Bar, ff 2'

2' - 0"

D

C

B

D

C

B

A

RECLAMATION

Managing Water in the West

A

SA

FE

TY

AL

W

AY

S

TH

IN

K

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N U

.S

D

EP

AR

TM

EN

T

O F

TH

E

IN

TE

RI

O

R

DESIGNED

CHECKED

DRAWN

TECH. APPR.

APPROVED

N A

V A

JO

-G

A

LL

U P

W A

TE

R

S U

P P

LY

P

R O

JE

C

T

BL

AC

K H

AT

T

AN

K

O

VE

RF

LO

W B

AF

FL

ED

O

U

TL

ET

JOSEPH M. GEMPERLINE, P.E.

TIMOTHY P. BROWN, P.E.

DENVER, CO 3/21/2018

CONCRETE OUTLINE

AND REINFORCEMENT

PLAN AND SECTIONS

1695-D-60275

GABRIEL E. LEDEZMA

GABRIEL E. LEDEZMA

JOSEPH M. GEMPERLINE

Admin Approver - CIVIL STRUCTURES - GROUP MANAGEER

A SECTION B SECTION

C SECTION

0 1' 2' 3'

D SECTION

PLAN EL. 6974.55

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

PLAN EL. 6972.3

NOTES

1. Initial pipe extension must be a minimum of

6" beyond inside face of wall 24 hours after backfill is completed, as shown.

2. There shall be no more than 50 linear feet of unburied HDPE pipe connected to the structure headwall when concrete is placed.

3. Temperature shall not vary more than 50O F from the time the concrete is placed around the HDPE pipe in the headwall to backfill completion.

4. Debonder to be placed wherever pipe comes into contact with concrete at location shown in drawing.

5. Structure is symmetrical about the centerline.

6. Site grading not shown, see 1695-D-60274.

7. See 40-D-60004 for minimum requirements for detailing reinforcement.

8. Exposed HDPE pipe at end of pipe shall be cell classsification: PE 445574C

ABBREVIATIONS

CL = Centerline El. = Elevation I.D. = Inside Diameter

E SECTION

0 1' 2' 3'

16DR32.5

N

EW

M

EX

IC

O

SA

N

J U

A N

L A

TE

R

A L

R

EA

C

H

2.

RE

V

N O

ST

A. D

-1

2-

Jo se p h G em pe rli ne

, P .E

U pd a t ed T itl eb lo ck

RE

V

N O

ST

A. D

-0

8-

Ch an ge d pi pe s pe ci fic at io n

LAR M TA IOCE NLAR M TA IOCE N

Drew C.

Baird P.E.

Digitally signed by Drew C.

Baird P.E.

Date: 2021.08.13 15:02:37 -06'00'

NATHAN

HOLSTE

Digitally signed by

NATHAN HOLSTE

Date: 2021.08.13 14:41:15 -06'00'

64A

A

LW

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

Drew C. Baird P.E.

Digitally signed by Drew C. Baird P.E.

Date: 2021.08.13 15:03:43 -06'00'

NATHAN

HOLSTE

Digitally signed by

NATHAN HOLSTE

Date: 2021.08.13 14:41:53 -06'00'

64B

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

Re le as ed

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

SCALE OF FEET

010 10 20 30

Re le as

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

Re le as

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

Re le as

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se d

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

LAR M TA IOCE N

R el ea se