Plans_Vol_3_Civil_Structural_Misc_Landscape.pdf

S

BANK PROTECTION SLOPE

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVERSS

S

18" RCP-

OUT

ASPH

ASPH

ASPH

PIPE

P I

P E

PIPE

385 385

TANK

TANK

S C

S C

S C

S C

S C

S C

S C

S C

S C

B W

B W

S C

S C

S C

S C

S C

S C

S C

S C

S C

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

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F

D E

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Plot Date:

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IN

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A R

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A N

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L O

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T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

410410

410410

PROFILE

SC 1382+00 SC 1383+00 SC 1384+00 SC 1385+00 SC 1386+00 SC 1387+00 SC 1388+00 SC 1389+00 SC 1390+00 SC 1381+00

N

EL 366.85

EL 366.00

E L

.0

EL 392.10

E L

.5

PLAN

0 50 50 100FT

SCALE: 1''= 50'

EL 362.27

FLOW

AS SHOWN

C-01

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

GRADE BREAK

CONSTRUCTION NOTES:

1 8

TCE

LIMIT

EXCAVATION

APPROX.

10 FT (TYP)

TOP OF SOIL CEMENT

(WIDTH VARIES)

VEGETATED STRIP

14 FT (TYP)

DG ROAD

ALONG CONTROL LINE

TOP OF SOIL CEMENT

.5

SOIL CEMENT

TOE OF

DEMOLISH EXISTING OUTLET STRUCTURE,

SOIL CEMENT

EXISTING

TOP OF

SOIL CEMENT

EXISTING

TOE OF

(BURIED)

SOIL CEMENT

TOE OF EXISTING

SOIL CEMENT

TOE OF

TCE

V :1

H

AND PROFILE HEREON.

CONSTRUCT SOIL CEMENT BANK PROTECTION PER PLAN

CONTROL LINE

PROTECTION

SC BANK

R/W

SCALE: 1 IN = 50 FT

SHEETS C-01 THROUGH C-05.

INSTALL EXTENSOMETER WHERE SHOWN ON PLANS ON

1.

2.

REFERENCE NOTES:

FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

4.

5.

6.

7.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

8.

FOR EXTENSOMETER DETAILS, SEE SHEET C-26.

SEE SHEETS T-05 THROUGH T-07.

FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W LIMIT,

INSTALL CABLE FENCE.

(P.I.P.)

54-IN SARI LINE

EXISTING

R/W

B E

G

IN

S

O

IL

C

E M

E N

T

S T

A

B E

G

IN

S

O

IL

C

E M

E N

T

E L

.2

HORIZ. SCALE: 1 IN = 50 FT

VERT. SCALE: 1 IN = 10 FT

ALONG CONTROL LINE

APPROX. EXISTING GRADE

(WIDTH VARIES)

BIKEWAY

PERMANENT

BEGIN SOIL CEMENT

S C S

T A

.5

FLUSH WITH TOP OF HMA.

EXTEND EXISTING SARI LINE MANHOLE CONE AND COVER

9.

L S

A R

R P

H

C S

P .D

G N

N 623,500

E ,5

,0

N 624,000

TO BE REMOVED

FENCE

EXISTING

E 1559709.11

N 623580.74

SC POB

S T

A S

C

T

O S

T A S

C

P L

A N A

N D P

R O

F

IL

E

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

FOR BIKEWAY, SEE SHEETS C-19 THROUGH C-24.

S E

E C -0

S T

A

S

C

M

A T

C H L

IN

E

STA SC 1413+30, SEE SHEET C-17, TYP. SECTION 2

FOR TYPICAL SECTION BETWEEN STA SC 1386+00 THROUGH

3.

10.

ENGINEERED FILL

LIMIT OF

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.

S=0.15% S=0.78%

S=0.17%

S T

A

B W

S=0.57%

S=1.54%

S T

A S

C

S T

A S

C

S T

A S

C

S T

A S

C

.5

S T

A S

C

STA. SC 1383+27.10

STA. SC 1385+70.10

RCC BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF

ON SHEET C-18

SEE DETAILS

NOTES:

S T

A S

C

SC PI (1)

N 623,716.06

E 1,559,921.77

R=

T=

L=

B.C. STA.

E.C. STA.

P.I. NO.

NORTHING

EASTING 1559921.77

623716.06

BANK PROTECTION CURVE DATA

SC PI(1 )

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

11. FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-26

THE BIKEWAY.

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF

BIKEWAY SECTION STARTS

OPTION-1

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

FOR SARI LINE MANHOLE EXTENSION DETAILS, SEE SHEET M-04.

SHEETS C-06 AND S-03.

FOR 24 -IN DIA RCP SIDE DRAIN AT STA 1388+68.54, SEE

C-17 AND C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEETS

3. OPTION-1 BIKEWAY STARTS FROM STA. SC1386+00 TO STA. SC1413+30.

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

ARE PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM

CONSTRUCT BIKEWAY.

24-IN DIA RCP SIDE DRAIN.

EXTEND EXISTING SIDE DRAIN, CONSTRUCT NEW

INV EL 384.44

24-IN DIA RCP

-I

N D

IA

R

C P S

ID

E D

R A

IN

FOR DETAILS

(TYP), SEE SHEET C-26

PIPE @ 100' O.C.

WEEP HOLE OUTLET

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVERSS

S

ASPH

392.10

HV-18

392.10

HV-18

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

B W

B W

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

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D B

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D E

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Plot Date:

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C O

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IN

E E

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L O

S A

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U .S

A R

M Y E

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C H

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(G Y

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O A

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A N

Y O

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T A A

N A R

IV

E R C

H A

N N

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E A

C H P

H A

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S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

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N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

410410

410410

1391+00

PROFILE

SC 1390+00 SC 1392+00 SC 1393+00 SC 1394+00 SC 1395+00 SC 1396+00 SC 1397+00 SC 1398+00 SC 1399+00

N

LIMIT

EXCAVATION

APPROX.

10 FT (TYP)

TOP OF SOIL CEMENT

14 FT (TYP)

DG ROAD

(WIDTH VARIES)

VEGETATED STRIP

CONSTRUCTION NOTES:

1 EX. SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF

N 624,500.000

EL 366.85

EL 392.10

EL 368.62

EL 398.46

E L

.7

.5

0 50 50 100FT

SCALE: 1''= 50'

DEMOLISH EXISTING OUTLET STRUCTURE.

SOIL CEMENT

TOE OF

SOIL CEMENT

TOE OF

PIPE BEHIND SOIL CEMENT

AND WEEP HOLE CONNECTION

CONTINUOUS GRAVEL

ALONG CONTROL LINE

TOP OF SOIL CEMENT

V :1

H

V :1

H

AND PROFILE HEREON.

CONSTRUCT SOIL CEMENT BANK PROTECTION PER PLAN

CONTROL LINE

PROTECTION

SC BANK

B C S

T A

.9

S T

A

.0

AS SHOWN

C-02

R/W

TCE

R/W

PLAN

SCALE 1 IN = 50 FT

SHEETS C-01 THROUGH C-05.

INSTALL EXTENSOMETER WHERE SHOWN ON PLANS ON

1.

3.

REFERENCE NOTES:

FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

4.

5.

6.

7.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

8.

FOR EXTENSOMETER DETAILS, SEE SHEET C-26.

SEE SHEETS T-05 THROUGH T-07.

FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W LIMIT,

INSTALL CABLE FENCE.

(P.I.P.)

54-IN SARI LINE

EXISTING

G R

A D

E B

R E

A K

HORIZ. SCALE: 1 IN = 50 FT

VERT. SCALE: 1 IN = 10 FT

(WIDTH VARIES)

BIKEWAY

PERMANENT

SOIL CEMENT

FLUSH WITH TOP OF HMA.

EXTEND EXISTING SARI LINE MANHOLE CONE AND COVER

9.

L S

A R

R P

H

C S

P .D

G N

E ,5

,5

0 N 624,000 E

,5

,0

TO BE REMOVED

FENCE

EXISTING

S T

A S

C

T

O S

T A S

C

P L

A N A

N D P

R O

F

IL

E

ENGINEERED FILL

LIMIT OF

S E

E C -0

S

T A

S

C

M

A T

C H L

IN

E

S E

E C -0

S

T A

S

C

M

A T

C H L

IN

E

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

STA SC 1413+30, SEE SHEET C-17, TYP. SECTION 2

FOR TYPICAL SECTION BETWEEN STA SC 1386+00 THROUGH2.

10.

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.

NOTES:

S=0.78%

S=0.40%

S=0.20%

S T

A S

C

.0

S T

A S

C

ALONG CONTROL LINE

APPROX. EXIST. GRADE

S -3

VATION

EXCA-

1.5

11.

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-26

CEMENT. SEE DETAILS 2 AND 3 ON SHEET C-18

SMOOTH JOINT BETWEEN NEW AND EXISTING SOIL

STA. SC 1394+00 AND STA. SC 1404+00. PROVIDE

EVERY ONE THIRD LENGTH OF BASE BID AT APPROX.

CONTRACTOR SHALL CONSTRUCT SC RAMP AT END OF

FLOW

THE BIKEWAY.

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF

CONSTRUCT BIKEWAY.

FOR BIKEWAY, SEE SHEETS C-19 THROUGH C-24.

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

5-FT X 5-FT RCB BOX CULVERT, SEE SHEET C-07.

EXTEND EXISTING SIDE DRAIN, CONSTRUCT NEW

-F

T X -F

T R

C B B

O X C

U L

V E

R T

INV. EL 387.68

5-FT X 5-FT RCB BOX

C-17 AND C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEETS

3. OPTION-1 BIKEWAY STARTS FROM STA. SC1386+00 TO STA. SC1413+50.

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

ARE PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM

SHEETS C-07 AND S-02.

FOR 5-FT X 5-FT RCB BOX CULVERT AT STA 1396+27.04 , SEE

FOR SARI LINE MANHOLE EXTENSION DETAILS, SEE SHEET M-04.

FOR DETAILS

(TYP), SEE SHEET C-26

PIPE @ 100' O.C.

WEEP HOLE OUTLET

TCE

REMOVE EXIST. PIPE

UNDER BIKEWAY

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

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S U

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8/5/2015

SHEET

Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

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T

C H

E C

K E

D B

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O R

A N

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C A

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IF

O R

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(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

410410

410410

PROFILE

SC 1399+00 SC 1400+00 SC 1402+00 SC 1403+00 SC 1404+00 SC 1405+00 SC 1406+00 SC 1407+00 SC 1408+00SC 1401+00

EXCAVATION

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-26

1.5

SOIL CEMENT

TOE OF

S

S

ASPH

SANTA ANA RIVER TRAIL

S

ASPH

R/W

S

S

BANK PROTECTION SLOPE

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVER

B W

N

10 FT (TYP)

TOP OF SOIL CEMENT

CONSTRUCTION NOTES:

EL 370.89

PLAN

.5

SCALE: 1''= 50'

50 25 50 100FT

EL 398.46

SOIL CEMENT

TOE OF

FLOW

PIPE BEHIND SOIL CEMENT

AND WEEP HOLE CONNECTION

CONTINUOUS GRAVEL

EXCAVATION LIMIT

APPROX.

R=

T=

L=

B.C. STA.

E.C. STA.

P.I. NO.

NORTHING

EASTING

31° 51' 42"

3000'

856.31'

1668.27'

1393+99.99

1410+68.26

1561502.49

624564.81

TCE

V :1

H

V :1

H

AND PROFILE HEREON.

CONSTRUCT SOIL CEMENT BANK PROTECTION PER PLAN

CONTROL LINE

PROTECTION

SC BANK

624564.81

1561502.49

N

E

AS SHOWN

C-03

BANK PROTECTION CURVE DATA

R/W

OCFCD

OC PARKS

SCALE: 1 IN = 50 FT

SHEETS C-01 THROUGH C-05.

INSTALL EXTENSOMETER WHERE SHOWN ON PLANS ON

1.

3.FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

4.

5.

6.

7.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

8.

FOR EXTENSOMETER DETAILS, SEE SHEET C-26.

SEE SHEETS T-05 THROUGH T-07.

FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W LIMIT,

INSTALL CABLE FENCE.

(P.I.P.)

54-IN SARI LINE

EXISTING

EL 369.72

GRADE BREAK

EL 402.10

EL 368.62

ALONG CONTROL LINE

APPROX. EXISTING GRADE

(WIDTH VARIES)

BIKEWAY

PERMANENT

SOIL CEMENT

S T

A S

C

.0

FLUSH WITH TOP OF HMA.

EXTEND EXISTING SARI LINE MANHOLE CONE AND COVER

9.

L S

A R

R P

H

C S

P .D

G N

SC PI(2)

N 624,500

E ,5

,5

E ,5

,0

TO BE REMOVED

FENCE

EXISTING

SC PI(2)

S T

A S

C

T

O S

T A S

C

P L

A N A

N D P

R O

F

IL

E

ENGINEERED FILL

LIMIT OF

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

FOR SARI LINE MANHOLE EXTENSION DETAILS, SEE SHEET M-04.

S E

E C -0

S

T A S

C

M

A T

C H L

IN

E

S E

E C -0

S T

A S

C

M

A T

C H L

IN

E

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

INV. EL 391.09

5-FT X 5-FT BOX

STA SC 1413+30, SEE SHEET C-17, TYP. SECTION 2

FOR TYPICAL SECTION BETWEEN STA SC 1386+00 THROUGH2.

10.

S E

E C -0

T

A

S

C

M

A T

C H L

IN

E

S E

E C -0

A

S

C

M

A T

C H L

IN

E

NOTES:

REFERENCE NOTES:

S=0.40%

S=0.36% S=0.20%

STA. SC 1399+59.00

STA. SC 1405+00

S -3

11.

UNDER BIKE WAY

REMOVE EXIST. PIPE

THE BIKEWAY.

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF

CONSTRUCT BIKEWAY.

FOR BIKEWAY, SEE SHEETS C-19 THROUGH C-24.

5-FT X 5-FT RCB BOX CULVERT. SEE SHEET C-08.

EXTEND EXISTING SIDE DRAIN, CONSTRUCT NEW

CEMENT. SEE DETAILS 02 AND 03 ON SHEET C-18.

SMOOTH JOINT BETWEEN NEW AND EXISTING SOIL

STA. SC 1394+00 AND STA. SC 1404+00. PROVIDE

EVERY ONE THIRD LENGTH OF BASE BID AT APPROX.

CONTRACTOR SHALL CONSTRUCT SC RAMP AT END OF

-F

T X -F

T R

C B B

O X C

U L

V E

R T

SHEETS C-08 AND S-02.

FOR 5-FT X 5-FT RCB BOX CULVERT AT STA 1399+59.00 , SEE

C-17 AND C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEETS

3. OPTION-1 BIKEWAY STARTS FROM STA. SC1386+00 TO STA. SC1413+50.

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

ARE PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM

S=0.40%

FOR DETAILS

SEE SHEET C-26

PIPE @ 100' O.C.(TYP),

WEEP HOLE OUTLET

18 22

14 FT (TYP)

DG ROAD

(WIDTH VARIES)

VEGETATED STRIP

HORIZ. SCALE: 1 IN = 50 FT

VERT. SCALE: 1 IN = 10 FT

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

S C

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVER

S

UNDER CONSTRUCTION

ASPH

DENSE VEGETATION

PIPE

DENSE VEGETATION

PIPE

PIPE PIPE

02-0054

399.6

400.2 400.9

398.2

396.7396.2 392.5

414.5

413.3

415.9

416.8

395.5

395.4

399.2

399.8

397.5

396.4 395.8

395.6

397.2

394.8

396.5 395.4

400.1

399.9 396.6

396.1396.4396.4

394.9

396.2

396.6

N 624,400

E

E

E

E

S C

S C

S C

S C

S C

S C

S C

S C

B W

B W

S C

S C

S C

S C

S C

S C

S C

S C

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

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N C

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E

C O

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S O

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N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

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C A

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IF

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(G Y

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U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

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D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

410410

410410

E L E

V A

T

IO

N

E L E

V A

T

IO

N

SC 1408+00 SC 1409+00 SC 1410+00 SC 1411+00 SC 1412+00 SC 1413+00 SC 14SC 14+00 SC 1415+00

2 18

(WIDTH VARIES)

VEGETATED STRIP E

,5

,5

.0

SCALE: 1''= 50'

50 0 50 100FT 25

FLOW

V :1

H

E C S

T A

.2

1.

4.

REFERENCE NOTES:

FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

5.

6.

7.

8.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

FOR EXTENSOMETER DETAILS, SEE SHEET C-26.

SEE SHEETS T-05 THROUGH T-07.

FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W LIMIT,

9.

SEE SHEET C-05.

FOR TYPICAL SECTION BETWEEN STA. 1412+50 AND STA. 1420+00,

S C S

T A

.0

12.

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

FOR BIKEWAY , SEE SHEETS C-19 THROUGH C-24.

FOR SARI LINE MANHOLE EXTENSION DETAILS, SEE SHEET M-04.

-I

N D

IA

R C

P S

ID

E D

R A

IN

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

STA SC 1413+30, SEE SHEET C-17, TYP. SECTION 2

FOR TYPICAL SECTION BETWEEN STA SC 1386+00 THROUGH2.

STA SC 1420+00, SEE SHEET C-17, TYP. SECTION 3

FOR TYPICAL SECTION BETWEEN STA SC 1413+30 THROUGH3.

10.

11.

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

S T

A

S

C

M

A T

C H L

IN

E S

E E C -0

N 624,500

NOTES:

S T

A

B W

N

SOIL CEMENT

PROTECTION C.L.

SC BANK

R/W

ENGINEERED FILL

LIMIT OF

CONSTRUCTION NOTES:

& PROFILE HEREON.

CONSTRUC SOIL CEMENT BANK PROTECTION PER PLAN2

INSTALL CABLE FENCE.7

CONSTRUCT NEW 48-IN DIA RCP SIDE DRAIN. SEE SHT C-09.8

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.22

FLUSH WITH TOP OF HMA.

EXTEND EXISTING SARI LINE MANHOLE CONE AND COVER35

(PIP)

54-IN SARI LINE

EXIST.

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

DAYLIGHT

EXCAVATION

AS SHOWN

C-04

L S

A R

R P

H

C S

P .D

G N

S T

A S

C

T

O S

T A S

C

P L

A N A

N D P

R O

F

IL

E

PLAN

SCALE: 1-IN = 50-FT

EL 370.89

EL 402.84

EL 402.10

EL 373.21

S=0.10%

S=0.36%

PROFILE

VERT. SCALE: 1-IN = 10-FT

HORIZ. SCALE: 1-IN = 50-FT

ALONG C.L.

TOP OF SOIL CEMENT

SOIL CEMENT

TOE OF

S=0.40%

EL. 402.25

.5

S T

A

.3

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

S T

A S

C

M

A T

C H L

IN

E S

E E C -0

EXCAVATION DAYLIGHT

BACK FILL

FUTURE OPTION-3 SOIL CEMENT

G R

A D

E B

R E

A K

S T

A S

C

S T

A S

C

.7

S T

A S

C

B C S

T A

.8

SEE SHEET C05

E 1,562,777.11

N624,483.98

SC PI (3)

ALONG C.L.

EXIST. GRADE

APPROX.

1.5

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-2613.

S T

A S

C

.0

S T

A S

C

.0

S T

A S

C

.1

PROJECTED SOIL CEMENT RAMP

V :1

H

10 FT (TYP)

SOIL CEMENT

TOP OF

TO BE REMOVED

EXIST. FENCE

S T

A S

C

.1

S T

A S

C

.0

S T

A S

C

.0

TOE OF SOIL CEMENT

A A

SECTION A-A

N.T.S.

CONNECTED DG ROAD

15-FT WIDE

(T Y P

R =1

0'

C E

N T

E R L

IN

E O

F C

O N

N E

C T

E D R

O A

D

S T

A S

C

.5

TCE

UTILITY (POWER LINE) EASEMENT

OF BIKEWAY.

REMOVE EXISTING BIKEWAY, AND FENCE ON BOTH SIDE 16

CONSTRUCT BIKEWAY.18

WIDTH VARIES

PERMANENT BIKEWAY,

PROJECTED CENTER LINE FROM EXIST. BOX

#4 @12 TRANSVERSE AT CENTER

#4 @12 LONGITUDINAL,

5-IN THICK CONCRETE PAD

BIKEWAY

6-IN ABC

T H

IC

K A

T E

D G

E

20'

(APPROX. 100-FT)

REMOVE AND DISPOSE WITHIN EXCAVATION BOUNDARY

EXIST. ABANDONED 45-IN RCP SEWER LINE

BIKEWAY SECTION ENDS

OPTION-1

C-17 AND C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEETS

3. OPTION-1 BIKEWAY STARTS FROM STA. SC1386+00 TO STA. SC1413+30.

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

ARE PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM

C-09 AND S-03.

FOR 48-IN DIA RCP SIDE DRAIN AT STA 1413+60.03, SEE SHEETS

12-FT WIDE SC RAMP

FROM SHEET C-01 THOUGH SHEET C-05.

INSTALL EXTENSOMETER WHERE SHOWN ON PLANS33

OTHERWISE CONSTRUCT SC RAMP. SEE DETAILS ON SHEET C-18.

SC WRAP-AROUND IF OPTION-3 IS NOT AWARDED.

AT END OF BASE BID APPROX. STA. SC 1414+28, CONSTRUCT46

FOR DETAILS

(TYP.), SEE SHEET C-26

PIPE @ 100-FT O.C.

WEEP HOLE OUTLET

BY OTHERS

TO BE RELOCATED

EXIST. POWER POLE

REMOVE EXIST. PIPE

UNDER BIKE WAY

APPROX.

EXCAVATION

LIMIT

EXIST. POWER POLE

W/ GUY WIRE

TO BE RELOCATED

BY OTHERS

TOE OF

SOIL CEMENT

RAMP

TCE

CONCRETE PAD,

SEE SECTION A-A

HEREON

EXIST. BOX

3-FT X 3-FT

POWER

POLE

SOIL CEMENT

END OF

INVERT EL. 389.57

48-IN DIA RCP

TOP OF SOIL CEMENT

DECOMPOSED GRANITE ROAD

BIKE WAY

LEGEND:

EXTENSOMETER

SARI LINE MANHOLE COLLAR AND COVER

DIRT

A S P

H

D R

A

IN

S C

S C

S C

S C

S C

S C

B W

B W

B W 3+

S C

S C

S C

S C

S C

S C

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

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C O

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S O

F E

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IN

E E

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L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

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O R

A N

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O U

N T

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C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

420420

420420

E L E

V A

T

IO

N

E L E

V A

T

IO

N

SC 1415+00 SC 1416+00 SC 1417+00 SC 1418+00 SC 1419+00 SC 1420+00SC 1414+00 SC 1421+00 SC 1421+60

EL 368.62

0 50 50 100FT

SCALE: 1''= 50'

FLOW

R=

T=

L=

B.C. STA.

E.C. STA.

P.I. NO.

NORTHING

EASTING

10 FT (TYP)

TOP OF SOIL CEMENT

V :1

H

C-05

AS SHOWN

BANK PROTECTION CURVE DATA

OCFCD

PARKS

CALIFORNIA STATE

4.

5.

6.

SOIL CEMENT

14 FT (TYP)

DG ROAD

L S

A R

R P

H

C S

P .D

G N

N 624,500

N 625,000

E ,5

,5

E ,5

,0

STA SC 1420+00, SEE SHEET C-17, TYP. SECTION 3

FOR TYPICAL SECTION BETWEEN STA SC 1413+30 THROUGH

3.

2.

E 1562777.11

N 624483.98

SC PI(3)

OCFCD

PARKS

CALIFORNIA STATE

32° 23' 44"

339.24'

1413+14.83

1416+54.08

624,483.98

SC PI(3)

624,764.39

1,563,287.891,562,777.11

V :1

H

S=0.05%

(PIP)

STRUCTURE

EXIST.

S= 0.31%

EL 373.21

EL 402.84

.5

ALONG C.L.

SOIL CEMENT

TOP OF

ALONG C.L.

EXIST. GRADE

APPROX.

EL. 373.80

GRADE BREAK,

E N

D O

F C

O N

T R

A C

T

& PROFILE HEREON.

CONSTRUC SOIL CEMENT BANK PROTECTION PER PLAN2

INSTALL CABLE FENCE.7

CONSTRUCT 14-FT WIDE DECOMPOSED GRANITE ROAD.22

TCE

N

SOIL CEMENT

TOE OF

TCE

R/W

W/ GUY WIRE

POLE

POWER

EXIST.

R/W

POLE

POWER

EXIST.

S T

A S

C

.7

OVERLAPPED FROFILE. SEE C-04

S T

A S

C

S T

A

S

C

M

A T

C H L

IN

E S

E E C -0

OVERLAPPED PLAN. SEE C-04

S T

A S

C

.7

S T

A S

C

.3

S T

A S

C

S T

A

S

C

A S

C

.7

SOIL CEMENT

E 1,563,287.89 N 624,764.39

SC POE

SOIL CEMENT

END OF

S T

A S

C

.4

EL 402.84

BACKFILL

EL 368.62

P O

E S

T A S

C

.4

E N

D O

F C

O N

T R

A C

T

A P

P R

O X S

T A S

C

.9

S= -0.54%

OPTION 3

S T

A S

C

.7

T

O S

T A S

C

O P

T

IO

N P

L A

N A

N D P

R O

F

IL

E

E C S

T A

.0

7.

1.5

S T

A S

C

.9

E X

C A

V A

T

IO

N L

IM

IT

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

8.

NEW AND EXISTING SOIL CEMENT

PROVIDE SMOOTH JOINT BETWEEN

LINE) EASEMENT

UTILITY (POWER

PROFILE

VERT. SCALE: 1-IN = 10-FT

HORIZ. SCALE: 1-IN = 50-FT

PLAN

SCALE: 1-IN = 50-FT

46 FOR BIKEWAY OPTION 2, SEE SHEETS C-28 AND C-29.

FOR CROSS -SECTIONS, SEE SHEETS C-10 THROUGH C-15.

FOR CABLE FENCE, SEE SHEETS C-26 AND M-01.

FOR DECOMPOSED GRANITE ROAD DETAILS, SEE SHEET C-17.

THROUGH L-07.

FOR LANDSCAPE VEGETATED AREA, SEE SHEETS C-17 AND L-01

NOTES

REFERENCE NOTES

CONSTRUCTION NOTES

2. CABLE FENCE NOT SHOWN ON PLAN FOR CLARITY.

PROJECTED ONTO PROFILE.

1. TOE OF SOIL CEMENT, CABLE FENCE, AND WEEP HOLE SYSTEM ARE

LIMIT, SEE SHEETS T-05 THROUGH T-07.

1. FOR PROJECT CONTROL POINTS, TCE COORDINATES, AND R/W

LIMIT

EXCAVATION

OF BIKEWAY.

REMOVE EXISTING BIKEWAY, AND FENCE ON BOTH SIDE 16

WIDTH VARIES

BIKEWAY,

PERMANENT

FOR DRAINAGE SYSTEM BEHIND SOIL CEMENT, SEE SHEET C-26.

CONSTRUCT SC WRAP-AROUND. SEE DETAIL 1 ON SHEET C-18.

AT END OF OPTION-3 APPROX. STA. SC 1420+17.79,46

SC POE

600'

174.29'

FOR DETAILS

(TYP.), SEE SHEET C-26

PIPE @ 100-FT O.C.

WEEP HOLE OUTLET

(APPROX. 100-FT)

WITHIN EXCAVATION BOUNDARY

REMOVE AND DISPOSE

EXIST. ABANDONED 45-IN RCP SEWER LINE.

AREA AT THE UPSTREAM END OF THE BASE CONTRACT.

THE CONTRACTOR SHALL CONSTRUCT THE DG TURN AROUND

IF OPTION 2 IS AWARDED. IF OPTION 2 IS NOT AWARDED THEN

4-IN DG OVER 6-IN ABC, 40-FT BY 40-FT, AS SHOWN ON PLAN,

CONSTRUCT DECOMPOSED GRANITE TURN AROUND AREA,37

N

A R

T L

A C

D C

F C

O

STRIP

VEGETATED

SOIL CEMENT

FILL

STRUCTURAL

C-26 FOR DETAILS

SLURRY FILL, SEE SHEET

BEDDING MATERIAL &

SIDE DRAIN FILTER SAND

FILL

ENGINEERED

LIMIT OF

410410

410410

0+801+001+201+401+601+802+002+20

E L E

V A

T

IO

N

E L E

V A

T

IO

N

PROFILE

GROUND

EXISTING

S T

A .0

2 L

F

E

D

C B

A

OCFCD CALTRANSR/W

24-IN RIPRAP

R/WOCHBP

-I

N S

A R I

C

C O

N C

R E

T E C

O L L

A R

S T

A

M A

N H

O L E

S T

A

BW

P.I.P.

INV. 371.95

54-IN SARI

5'

1 24-FT

2%

LINE

EXCAVATION

S T

A S

C

.5

S

ID

E D

R A

IN

S

T A .6

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

APRON

CONCRETE

WAY

BIKE

DG ROAD

LEGEND:

EXISTING ASPHALT

SEE SPECS 31 00 00

SIDE DRAIN FILTER SAND

P

O U

P

O U

T

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

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D E

S C

R

IP

T

IO

N S

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V

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IO

N S

D

IS

T R

IC

T F

IL

E N

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S A

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(G Y

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A N

Y O

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D T

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O A

L C

A N

Y O

N R

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L O

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A N

T A A

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IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

1V:1H

PLAN

SOIL CEMENT

S T

A

S T

A

N

.5

E

.8

24-IN DIA. PIPE

EXIST. 0

POINT STATION ELEVATION

A

B

C

BEGIN EXTENSION

DESCRIPTION

D

E

1+00.00

1+67.61

1+70.25

1+70.75

1+71.25

386.31

391.06

388.92

384.91

383.90

EDGE OF PROTECTION

INSIDE HEAD WALL

INVERT AT STRUCTURE

INVERT AT RCP END

F 1+74.85 383.83 INVERT AT END OUTLET

F L

O W

CONSTRUCTION NOTES:

SOIL CEMENT

THROUGH C-05)

(SEE SHEETS C-01

BANK PROTECTION

CONTROL LINE

E X

T E

N S

IO

N B

E G

IN

O F P

IP

E

S T

A .8

E N

D O

U T

L E

T

24-IN DIA RCP DATA

R/W

2%

TCE

SCALE: 1 IN = 10 FT

SCALE:1 IN = 10 FT

C-19 THROUGH C-24)

(SEE SHEETS

BIKEWAY

1.5

24-IN DIA RCP

CONTROL LINE OF

A

A

SECTION A-A

O C

H B

P

O C

F C

D

2%

2%

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF THE BIKEWAY.

REMOVE EXISTING CHAIN LINK FENCE.

SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF EXISTING

STORM DRAIN PER PLAN AND PROFILE HEREON.

REMOVE AND DISPOSE OF AN INTERFERING PORTION OF EXISTING

AND PER BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP EXTENSION PER PLAN AND PROFILE HEREON,

ON SHEET C-01 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

SEE DETAILS ON SHT C-17.

CONNECTION LINE OF CULVERT FROM OPTION BID TO BASE BID.

STRUCTURAL FILL LINE OF BASE BID, SEE DETAILS ON SHT C-17.

TO BE REMOVED

EXIST. FENCE

COLLAR

CONCRETE

SEE SPECIFICATIONS 35 31 19 FOR GRADATION.

WIDTH OF SECTION IS 5-FT AWAY FROM OUTSIDE OF EACH WALL.

FROM THE OUTER EDGE OF THE OUTLET STRUCTURE. TRANSVERSE

24-IN DUMP RIPRAP. LONGITUDINAL LENGTH OF SECTION IS 10-FT

RCP

FINISHED GRADE

18-IN

N

,9

.9

E ,5

,2

.8

LIMIT OF FILL

PONDING

TO PREVENT

TO DRAIN,

GRADE AREA

R/W

N.T.S

1.5H:1V

1.5H:1V

ENGINEERED FILL

24-IN DIA PIPE, CLASS IV

1.5

STRUCTURAL DETAILS.

SHALL HAVE MINIMUM 3-IN ABOVE DESIGN SURFACE. SEE SHEET S-06 FOR

BE CAST IRON WITH H-20 TRAFFIC RATING. TOP OF MANHOLE'S ELEVATION

INSTALL 36-IN ID ECCENTRIC CONE MANHOLE. MANHOLE COVER SHOULD

24-IN DIA. PIPE

EXIST.

1V:1H

BIKE WAY

DECOMPOSED GRANITE ROAD

REFERENCE NOTES:

NOTES:

4. FOR 24-IN DIA RCP SIDE DRAIN STRUCTURAL DETAILS, SEE SHEET S-03.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHEET S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHT C-17 AND

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

STA. SC 1388+68.54

SIDE DRAIN STA. 1+62.60 =

VARIES

STRIP

VEGETATED

SOIL CEMENT

TOE OF

(PIP)

EXIST. 54- IN SARI LINE

LIMIT

EXCAVATION

APPROX

AS SHOWN

C-06

L S

A R

R P

H

C P

R .D

G N

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

.5

-I

N D

IA

R

C P S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

0 10 10 20FT

SCALE: 1''= 10'

FENCE

EXISTING

S T

A .2

S T

A .2

BIKEWAY

EXISTING

P I P

E

SC 1389+00

SC 1388+50

SOIL CEMENT

TOP OF

10' 14'

DG ROAD

E 1, 1, SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

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Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

420420

420420

0+801+001+201+401+601+802+002+20

E L E

V A

T

IO

N

E L E

V A

T

IO

N

PROFILE

VARIES

SC 1396+00

SC 1396+50

S T

A

GROUND

EXISTING

DESIGN GRADE

B C

D

E

SOIL CEMENT

1V:1H

SOIL CEMENT

2%

S T

A

.3

S T

A

.5

1V:1H

SOIL CEMENT

E N

D O

U T

L E

T

R=

T=

L=

B.C. STA.

E.C. STA.

NORTHING

EASTING

100'

6.14'

12.26'

1+58.94

1+71.19

1,560,955.18

624,252.27

SOIL CEMENT

TOE OF

S N

A R

T L

A C

D C

F C

O

E ,5

,9

.8

N

,1

.8

S T

A

P O

B

E ,5

,9

.9

N

,3

.5

S

T A

P O

E

PLAN

INVERT EL 374.07

F L

O W

B E

G

IN

O

F B

O X E

X T

E N

S

IO

N

AS SHOWN

C-07

POINT STATION ELEVATION

A

B

C

BEGIN EXTENSION

DESCRIPTION

D

E

1+00.00

1+77.92

1+77.92

1+77.92

1+86.58

392.04

397.25

388.50

388.35

EDGE OF PROTECTION

INSIDE HEAD WALL

INVERT AT END OUTLET

INVERT AT END BOX

5-FT BY 5-FT RCB EXTENSION DATA

OCFCD CALTRANSR/W

DG ROAD

R/W

TCE

SCALE: 1 IN = 10 FT

SCALE: 1 IN = 10 FT

WILDLIFE RAMP

APRON WITH

CONCRETE

N 624,252.27 E 1,560,955.18

PI NO

PI NO 1

C-19 THROUGH C-24)

(SEE SHEETS

BIKEWAY

BIKEWAY

1.5

L S

A R

R P

H

C P

R .D

G N

BIKEWAY

EXISTING

24-IN RIPRAP

N.T.S.

SECTION B-B

B

B

BW

S=4.54%

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

.0

-F

T B

Y -F

T R

C B S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

REFERENCE NOTES:

NOTES:

4. FOR 5-FT BY 5-FT RCB CULVERT STRUCTURAL DETAILS, SEE SHEET S-02.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHEET S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

EX. 54-IN SARI LINE

5- FT BY 5- FT RCB CURVE DATA

CONSTRUCTION NOTES:

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF THE BIKEWAY.

REMOVE EXISTING CHAIN LINK FENCE.

SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF EXISTING

STORM DRAIN PER PLAN AND PROFILE HEREON.

REMOVE AND DISPOSE OF AN INTERFERING PORTION OF EXISTING

AND PER BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP EXTENSION PER PLAN AND PROFILE HEREON,

ON SHEET C-01 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

SEE DETAILS ON SHT C-17.

CONNECTION LINE OF CULVERT FROM OPTION BID TO BASE BID.

A

M A

N H

O L E

S T

A

.5

SOIL CEMENT

TOP OF

10' 14'

DG ROAD

VARIES

STRIP

VEGETATED

(SEE SHEETS C-01 THROUGH C-05)

BANK PROTECTION

CONTROL LINE

TO BE REMOVED

EXIST. FENCED

SEE SPECIFICATIONS 35 31 19 FOR GRADATION.

WIDTH OF SECTION IS 5-FT AWAY FROM OUTSIDE OF EACH WALL.

FROM THE OUTER EDGE OF THE OUTLET STRUCTURE. TRANSVERSE

24-IN DUMP RIPRAP. LONGITUDINAL LENGTH OF SECTION IS 10-FT

18-IN

-I

N

FINISHED GRADE

RCB

FILL

LIMIT OF

LIMIT OF FILL

FILL

ENGINEERED

N

PONDING

TO PREVENT

TO DRAIN,

GRADE AREA

7°01'18"

OF RCB

18-IN THICK AT 2 SIDES AND BOTTOM

12-IN THICK ON TOP OF RCB

SIDE DRAIN FILTER SAND

SEE SPECS 31 00 00

5-FT BY 5-FT RCB

CONTROL LINE

(PIP)

54-IN SARI LINE

5-FT RCB

5-FT BY

EXIST.

(PIP)

EXIST. 54-IN SARI LINE

5-FT BY 5-FT RCB

EXISTING

C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEET C-17 AND

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

STRUCTURAL FILL LINE OF BASE BID, SEE DETAILS ON SHEET C-17.

SEE SHEET S-02

FOR DETAILS

WILD LIFE RAMP,

1.5H:1V

1.5H:1V

5'

SEE SHT L-02 FOR DETAILS

PVC PIPE

S

A

.9

S

.9

5-FT X 5-FT RCB CULVERT

26-FTSEE SHT C-26 FOR DETAILS

BEDDING MATERIAL & SLURRY FILL

FILL

ENGINEERED

LINE

EXCAVATION

FILL

STRUCTURAL

0 10 10 20FT

SCALE: 1''= 10'

LEGEND:

EXISTING ASPHALT

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

1.5

STA SC 1396+27.04

BANK PROTECTION,

SIDE DRAIN, STA 1+72.94

ALIGNMENT INTERSECTION:

S T

A S

C

.0

B A

N K P

R O

T E

C T

IO

N

S

ID

E D

R A

IN

S

T A

.9

A L

IG

N M

E N

T I

N T

E R

S E

C T

IO

N

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

STRUCTURAL DETAILS.

SHALL HAVE MINIMUM 3-IN ABOVE DESIGN SURFACE. SEE SHEET S-05 FOR

BE CAST IRON WITH H-20 TRAFFIC RATING. TOP OF MANHOLE'S ELEVATION

INSTALL 36-IN ID ECCENTRIC CONE MANHOLE. MANHOLE COVER SHOULD

P H

SC 1399+50

SC 1400+00

420420

420420

0+801+001+201+401+601+802+002+202+40

E L E

V A

T

IO

N

E L E

V A

T

IO

N

PROFILE

VARIES

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

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C O

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F E

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IN

E E

R S

L O

S A

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U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

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C H

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K E

D B

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O R

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C A

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IF

O R

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IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

POINT STATION ELEVATION

A

B

C

BEGIN EXTENSION

DESCRIPTION

D

E

1+00.00

1+87.09

1+87.09

1+87.09

1+94.93

392.57

398.70

399.00

391.00

390.86

EDGE OF PROTECTION

INSIDE HEAD WALL

INVERT AT END OUTLET

INVERT AT END BOX

5-FT BY 5-FT RCB DATA

BC

D

E

GROUND

EXISTING

DESIGN GRADE

2%

A

S T

A

.8

10'

H1:V1

TNEMEC LIOS

(SEE SHEETS C-01 THROUGH C-05)

BANK PROTECTION

CONTROL LINE

SOIL CEMENT

TOE OF

R=

T=

L=

B.C. STA.

E.C. STA.

NORTHING

EASTING

5°29'38.3991"

100'

4.80'

9.59'

1+65.83

1+75.42

1,561,265.80

624,365.97

S T

A

.9

S T

A

.0

H1:V1

TNEMEC LIOS

INVERT EL 376.12

F L

O W

B E

G

IN

O

F B

O X E

X T

E N

S

IO

N

PLAN AS SHOWN

C-08

R/W

TCE

OCFCD CALTRANSR/W

DG ROAD

SCALE: 1 IN = 10 FT

SCALE: 1 IN = 10 FT

WITH WILDLIFE RAMP

CONCRETE APRON

N 624,365.97 E 1,561,265.80

PI ID

E ,5

,2

.8

N

,4

.1

S

T A

.0

P

O E

E ,5

,2

.7

N

,2

.3

S T

A

.0

P O

B

PI NO 1

S N

A R

T L

A C

D C

F C

O

C-19 THROUGH C-24)

(SEE SHEETS

BIKEWAY

BIKEWAY

EXISTING

1.5

L S

A R

R P

H

C P

R .D

G N

B

B

S=1.76%

BIKEWAY

BW

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

.0

-F

T B

Y -F

T R

C B S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

5- FT BY 5- FT RCB CURVE DATA

EX. 54-IN SARI LINE

5- FT BY 5- FT RCB

C0NTROL LINE

CONSTRUCTION NOTES:

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF THE BIKEWAY.

REMOVE EXISTING CHAIN LINK FENCE.

SOIL CEMENT BANK PROTECTION PER PLAN HEREON.

REMOVE AND DISPOSE OF ANY INTERFERING PORTION OF EXISTING

STORM DRAIN PER PLAN AND PROFILE HEREON.

REMOVE AND DISPOSE OF AN INTERFERING PORTION OF EXISTING

AND PER BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP EXTENSION PER PLAN AND PROFILE HEREON,

ON SHEET C-01 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

M A

N H

O L E

S T

A

.5

14'

VARIES

STRIP

VEGETATED

DG ROAD

SOIL CEMENT

TOP OF

x

TO BE REMOVED

EXIST. FENCE

(PIP)

54-IN SARI LINE

RCB BOX

5-FT BY 5-FT

EXIST.

LIMIT OF

FILL

LIMIT OF

FILL

ENGINEERED

N

TO PREVENT PONDING

GRADE AREA TO DRAIN

OF RCB

18-IN THICK AT 2 SIDES AND BOTTOM

12-IN THICK ON TOP OF RCB

(PIP)

EXIST. 54-IN SARI LINE

5'

1.5H:1V

SEE SHEET S-02

FOR DETAILS

WILD LIFE RAMP,

1.5H:1V

5-FT X 5-FT RCB CULVERT

30-FTSEE SHT C-26 FOR DETAILS

BEDDING MATERIAL & SLURRY FILL

SOIL CEMENT

LINE

EXCAVATION

FILL

STRUCTURAL

LINE

EXCAVATION

FILL

ENGINEERED

REFERENCE NOTES:

NOTES:

4. FOR 5-FT BY 5-FT RCB CULVERT STRUCTURAL DETAILS, SEE SHEET S-02.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHEET S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

SEE DETAILS ON SHT C-17.

CONNECTION LINE OF CULVERT FROM OPTION BID TO BASE BID.

SEE SPECIFICATIONS 35 31 19 FOR GRADATION.

WIDTH OF SECTION IS 5-FT AWAY FROM OUTSIDE OF EACH WALL.

FROM THE OUTER EDGE OF THE OUTLET STRUCTURE. TRANSVERSE

24-IN DUMP RIPRAP. LONGITUDINAL LENGTH OF SECTION IS 10-FT

C-25 FOR DETAILS.

4. TEMPORARY BIKEWAY NOT SHOWN FOR CLARITY. REFER TO SHEET C-17 AND

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

STRUCTURAL FILL LINE OF BASE BID, SEE DETAILS ON SHEET C-17.

N.T.S.

SECTION B-B

18-IN

-I

N

FINISHED GRADE

RCB

SEE SPECS 31 00 00

SIDE DRAIN FILTER SAND

0 10 10 20FT

SCALE: 1''= 10'

LEGEND:

EXISTING ASPHALT

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

1.5

S T

A S

C

.0

B A

N K P

R O

T E

C T

IO

N

S

ID

E D

R A

IN

S

T A

.0

A L

IG

N M

E N

T I

N T

E R

S E

C T

IO

N

STA SC 1399+59.05

BANK PROTECTION,

SIDE DRAIN, STA 1+82.09

ALIGNMENT INTERSECTION:

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

STRUCTURAL DETAILS.

SHALL HAVE MINIMUM 3-IN ABOVE DESIGN SURFACE. SEE SHEET S-05 FOR

BE CAST IRON WITH H-20 TRAFFIC RATING. TOP OF MANHOLE'S ELEVATION

INSTALL 36-IN ID ECCENTRIC CONE MANHOLE. MANHOLE COVER SHOULD

P I

P E

420420

420420

0+400+600+801+001+201+401+601+802+002+202+30

E L E

V A

T

IO

N

E L E

V A

T

IO

N

PROFILE

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

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R

IP

T

IO

N S

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V

IS

IO

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D

IS

T R

IC

T F

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C O

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S O

F E

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IN

E E

R S

L O

S A

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S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

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O R

A N

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O U

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C A

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IF

O R

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(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

SC 1413+50

SC 1414+00

SC 1413+50

SC 1414+00

402402

DESIGN GRADE

2%

B A

C

D

EFG 2

(SEE SHEETS C 01 - C 05)

BANK PROTECTION

CONTROL LINE

1V:1H

SOIL CEMENT

E ,5

,6

.8

N

,5

.8

S T

A

.0

E ,5

,6

.4

N

,4

.6

S T

A

.0

N5°37'13.939"W

S T

A

.2

S T

A

.2

SOIL CEMENT

1V:1H

S T

A

INVERT EL 382.54

F L

O W

PLAN

AS SHOWN

C-09

S N

A R

T L

A C

D C

F C

O

ON SHEET C-04 AND DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT SD OUTLET STRUCTURE PER PLAN AND PROFILE

APRON

CONCRETE

SCALE: 1 IN = 10 FT

SCALE: 1 IN = 10 FT

L S

A R

R P

H

C P

R .D

G N

24-IN RIPRAP

1.5

A T B

A N

K P

R O

T E

C T

IO

N S

T A S

C

.2

-I

N D

IA

R

C P S

ID

E D

R A

IN

P

L A

N A

N D P

R O

F

IL

E

SECTION A-A

A

A

REMOVE EXISTING CHAIN LINK FENCE.

REFERENCE NOTES:

NOTES:

4. FOR 48-IN DIA RCP SIDE DRAIN STRUCTURAL DETAILS, SEE SHT S-03.

3. FOR CONCRETE APRON STRUCTURAL DETAILS, SEE SHT S-02.

2. FOR BIKEWAY PLAN & PROFILE, SEE SHEETS C-19 TO C-24.

1. FOR SC BANK PROTECTION PLAN & PROFILE, SEE SHEETS C-01 TO C-05.

CONSTRUCTION NOTES:

3. CABLE FENCE NOT SHOWN ON DRAWING FOR CLARITY.

FOOTPRINT FUNCTIONAL FOR THE ENTIRE DURATION OF CONTRACT.

2. CONTRACTOR SHALL MAINTAIN EXISTING STORM DRAINS WITHIN PROJECT

1. STORM DRAIN FACILITIES SHOWN HEREON ARE CALTRANS FACILITIES.

(PIP)

54-IN SARI LINE

STRUCTURAL FILL

SOIL CEMENT

TOP OF

10'

14'

DG ROAD VARIES

STRIP

VEGETATED

TO BE REMOVED

EXIST. FENCE

B E

G

IN

O

F P

IP

E

SEE DETAILS ON SHEETS S-01 AND S-03.

CONSTRUCT DROP INLET STRUCTURE,

HEREON AND BEDDING DETAILS ON SHEET C-26.

CONSTRUCT NEW RCP PER PLAN AND PROFILE

N

SEE SPECIFICATIONS 35 31 19 FOR GRADATION.

WIDTH OF SECTION IS 5-FT AWAY FROM OUTSIDE OF EACH WALL.

FROM THE OUTER EDGE OF THE OUTLET STRUCTURE. TRANSVERSE

24-IN DUMP RIPRAP. LONGITUDINAL LENGTH OF SECTION IS 10-FT

FLAP GATE

FILL

LIMIT OF

18-IN

S T

A

.9

RCP

FINISHED GRADE

(PIP)

ROW

FINAL GRADING LINE

TO HAVE POSITIVE FLOW

TO DROP INLET

ENGINEERED FILL

STRUCTURAL FILL

6-IN ABC

4-IN DG OVER

GROUND

EXISTING

2%

DRAIN

GRADE TO

SIDE DRAIN FILTER SAND

SEE SPECS 31 00 00

SIDE DRAIN FILTER SAND

N.T.S.STA. SC 1413+30

STA. SC 1413+95

LIMIT HEREON

SEE STATION

UTILITY (POWER LINE) EASEMENT

48-IN DIA RCP

CONTROL LINE

TO PREVENT PONDING

GRADE AREA TO DRAIN

SOIL CEMENT

TOE OF

DAYLIGHT

EXCAVATION

(SEE SHEETS C-19 - C-24)

BIKEWAY

THE BIKEWAY.

REMOVE EXISTING BIKEWAY AND FENCE ON EACH SIDE OF

H J

KL

POINT STATION ELEVATION

A

B

C

DESCRIPTION

D

E

1+02.51

1+05.73

1+45.51

1+53.29

1+53.79

396.00

390.50

402.77

395.50

389.54

INSIDE HEAD WALL

INVERT AT RCP END

F 1+54.29 388.50

INVERT AT END OUTLET

INVERT AT RCP BEGIN

G

TOP OF PROTECTION

1+59.94 388.39

INVERT AT BEGIN OUTLET

48-IN DIA SIDE DRAIN DATA

CENTER TOP OF DROP INLET

H

J

396.5

396.5

K 398.0

L 398.0

CORNER OF CONCRETE APRON

CORNER OF CONCRETE APRON

CORNER OF CONCRETE APRON

CORNER OF CONCRETE APRON

WITHIN EXCAVATION BOUNDARY

REMOVE AND DISPOSE

45-IN SEWER LINE

EXIST. ABANDONED

6-IN ABC

4-IN HMA OVER

BIKEWAY

24-IN RIPRAP

1.5H:1V

5'

1.5H:1V

1.5

1.5

48-IN DIA PIPE, CLASS IV

18-FT

LINE

EXCAVATION

FILL

ENGINEERED

SOIL CEMENT

LINE

EXCAVATION

FILL

STRUCTURAL

C-26 FOR DETAILS

SLURRY FILL, SEE SHEET

BEDDING MATERIAL &

0 10 10 20FT

SCALE: 1''= 10'

LEGEND:

EXISTING ASPHALT

BIKE WAY

DECOMPOSED GRANITE ROAD

TOP OF SOIL CEMENT

BANK PROTECTION SLOPE

S T

A S

C

.2

B A

N K P

R O

T E

C T

IO

N

S

ID

E D

R A

IN

S

T A

.4

A L

IG

N M

E N

T I

N T

E R

S E

C T

IO

N

STA SC 1413+61.25

BANK PROTECTION,

SIDE DRAIN, STA 1+40.47

ALIGNMENT INTERSECTION:

EXIST. 54-IN SARI LINE

BEHIND SOIL CEMENT

DRAINAGE SYSTEM

AA A

B

B

A B

DESIGN ELEVATIONS

STATION

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

389.52

389.67 363.39

389.87 366.06

390.12 366.26

LEGEND

A

388.99

389.82 364.92

A

B

B

AS SHOWN

C-10

1.5

L

FS

2%2%

2%

2%

L S

A R

R P

H

C S

C .D

G N

S T

A S

C

T

O S

T A S

C

O S

S S

E C

T

IO

N S

SOIL CEMENT

CONSTRUCTION NOTE:

REFERENCE NOTES:

NOTES:

(TYP.)

CEMENT

SOIL

(TYP.)

GROUND

EXISTING

(TYP.)

(TYP.)

SC 1382+40

SC 1383+00

SC 1384+00

SC 1385+00

SC 1386+00

SC 1387+00

4. STRIPPING NOT SHOWN FOR CLARITY.

3. CABLE FENCE NOT SHOWN FOR CLARITY.

AND AT TCE NOT SHOWN FOR CLARITY.

2. CHAIN LINK FENCE AT PERMANENT R/W,

HMA, DG, ABC NOT SHOWN.

1. SURFACE FEATURES, NOT LIMITED TO

ENGINEERED FILL

STRUCTURAL FILL

(TYP.)

STRUCTURAL FILL

EXCAVATION/

(TYP.)

ENGINEERED FILL

EXCAVATION/

ENGINEERED FILL

EXCAVATION LINE (TYP)

BEHIND SOIL CEMENT (TYP)

DRAINAGE SYSTEM

(TYP.)

14- FT DG ROAD

(TYP.)

6" ABC

4-IN HMA OVER

BIKEWAY

INVERT EL 370.51

54- IN SARI LINE

(TYP)

EXCAVATION LINE

EXIST. SOIL CEMENT

(OPTION 2)

ENGINEERED FILL

10-FT

1. FOR SOIL CEMENT C CONTROL LINE,

SEE SHEETS C01 TO C05.

2. FOR BIKEWAY CONTROL LINE,

SEE SHEETS C-19 TO C-21.

4. FOR CABLE FENCE, SEE SHT M-01.

5. FOR LANDSCAPE VEGETATED AREA,

SEE SHEETS C-17 AND L-01 TO L-07.

FOR DETAILS.

CLARITY. REFER TO SHT C-17 AND C-25

3. TEMPORAY BIKEWAY NOT SHOWN FOR

SC 1386+00 TO STA. SC1413+30.

2. OPTION-1 BIKEWAY STARTS FROM STA.

OCFCD/ CALTRANS R/W.

1. CONSTRUCT CHAIN LINK FENCE ALONG

INVERT EL 371.60

54-IN SARI LINE

INVERT EL 371.40

54-IN SARI LINE

INVERT EL 370.91

54-IN SARI LINE

INVERT EL 371.16

54-IN SARI LINE

A

B

B

DETAILS, SEE SHEET C-25 AND M-03.

3. FOR CHAIN LINK FENCE LOCATION AND

OF SOIL CEMENT RAMP

*MATCH EXISTING TOP

1.5

(TYP.)

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANSOCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS OCFCDOCHBP CALTRANS

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1382+40

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1383+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1384+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1385+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1386+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1387+00

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

R/W

R/W

R/W

R/W

R/W

LC

LC

LC

LC

LC

LC

BW

BW

BW

BW

BW

BW

(STA BW 41+40)

(STA BW 39+40) (STA BW 42+40)

(STA BW 40+40) (STA BW 43+40)

(STA BW 38+82)

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

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B

C

D

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B

C

D

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Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

A B

DESIGN ELEVATIONS

STATION

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

B

A

A

A

A

A

B

B B

B

B

A

390.52 366.45

391.31 366.70

392.09 366.85

392.88 367.04

393.66 367.24

394.45 367.44

LC

AS SHOWN

C-11

1.5

FS

2%

2%

2%

2%

2%

2%

L S

A R

R P

H

C S

C .D

G N

S T

A S

C

T

O S

T A S

C

C R

O S

S S

E C

T

IO

N S

LEGEND

SOIL CEMENT

L

CONSTRUCTION NOTE:

REFERENCE NOTES:

NOTES:

(TYP.)

CEMENT

SOIL

(TYP.)

GROUND

EXISTING

(TYP.)

(TYP.)

SC 1388+00

SC 1389+00

SC 1390+00

SC 1391+00

SC 1392+00

SC 1393+00

4. STRIPPING NOT SHOWN FOR CLARITY.

3. CABLE FENCE NOT SHOWN FOR CLARITY.

AND AT TCE NOT SHOWN FOR CLARITY.

2. CHAIN LINK FENCE AT PERMANENT R/W,

HMA, DG, ABC NOT SHOWN.

1. SURFACE FEATURES, NOT LIMITED TO

ENGINEERED FILL

STRUCTURAL FILL

(TYP.)

STRUCTURAL FILL

EXCAVATION/

(TYP.)

ENGINEERED FILL

EXCAVATION/

ENGINEERED FILL

(TYP)

EXCAVATION LINE

BEHIND SOIL CEMENT (TYP)

DRAINAGE SYSTEM

(TYP)

EXCAVATION LINE

(TYP.)

14-FT DG ROAD

(TYP.)

6-IN ABC

4-IN HMA OVER

BIKEWAY

INVERT EL 371.80

54-IN SARI LINE

10-FT

(OPTION 2)

ENGINEERED FILL

1. FOR SOIL CEMENT C CONTROL LINE,

SEE SHEETS C01 TO C05.

2. FOR BIKEWAY CONTROL LINE,

SEE SHEETS C-19 TO C-21.

4. FOR CABLE FENCE, SEE SHT M-01.

5. FOR LANDSCAPE VEGETATED AREA,

SEE SHEETS C-17 AND L-01 TO L-07.

FOR DETAILS.

CLARITY. REFER TO SHT C-17 AND C-25

3. TEMPORARY BIKEWAY NOT SHOWN FOR

SC 1386+00 TO STA. SC1413+30.

2. OPTION-1 BIKEWAY STARTS FROM STA.

OCFCD/ CALTRANS R/W.

1. CONSTRUCT CHAIN LINK FENCE ALONG

INVERT EL 372

54-IN SARI LINE

INVERT EL 372.20

54-IN SARI LINE

INVERT EL 372.40

54-IN SARI LINE

INVERT EL 372.60

54-IN SARI LINE

INVERT EL 372.80

54-IN SARI LINE

AND DETAILS, SEE SHEET C-25 AND M-03.

3. FOR CHAIN LINK FENCE LOCATION

1.5

(TYP.)

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1388+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1389+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1390+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1391+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1392+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1393+00

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

R/W

R/W

R/W

R/W

R/W

LC

LC

LC

LC

LC

LC

BW

BW

BW

BW

BW

BW

(STA BW 44+40) (STA BW 47+40)

(STA BW 45+40) (STA BW 48+40)

(STA BW 46+40) (STA BW 49+40)

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

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B

C

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Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

STATION

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

A

B

A

A

A

A

A

B

B B

B

395.23 367.63

396.01 367.83

396.80 368.04

397.58 368.23

398.06 368.42

398.46 368.62

B

AS SHOWN

C-12

1.5

FS

2%

2%

2%

2%

2%

2%

L S

A R

R P

H

C S

C .D

G N

S T

A S

C

T

O S

T A S

C

C R

O S

S S

E C

T

IO

N S

LEGEND

SOIL CEMENT

L

CONSTRUCTION NOTE:

REFERENCE NOTES:

NOTES:

(TYP.)

CEMENT

SOIL

(TYP.)

GROUND

EXISTING

(TYP.)

(TYP.)

SC 1394+00

SC 1395+00

SC 1396+00

SC 1397+00

SC 1398+00

SC 1399+00

4. STRIPPING NOT SHOWN FOR CLARITY.

3. CABLE FENCE NOT SHOWN FOR CLARITY.

AND AT TCE NOT SHOWN FOR CLARITY.

2. CHAIN LINK FENCE AT PERMANENT R/W,

HMA, DG, ABC NOT SHOWN.

1. SURFACE FEATURES, NOT LIMITED TO

ENGINEERED FILL

STRUCTURAL FILL

(TYP.)

STRUCTURAL FILL

EXCAVATION/

(TYP.)

ENGINEERED FILL

EXCAVATION/

ENGINEERED FILL

(TYP)

EXCAVATION LINE

BEHIND SOIL CEMENT (TYP)

DRAINAGE SYSTEM

(TYP.)

14-FT DG ROAD

(TYP.)

6-IN ABC

4-IN HMA OVER

BIKEWAY

INVERT EL 373

54-IN SARI LINE

(TYP)

EXCAVATION LINE

(OPTION 2)

ENGINEERED FILL

10-FT

FOR DETAILS.

CLARITY. REFER TO SHT C-17 AND C-25

3. TEMPORARY BIKEWAY NOT SHOWN FOR

SC 1386+00 TO STA. SC1413+30.

2. OPTION-1 BIKEWAY STARTS FROM STA.

OCFCD/ CALTRANS R/W.

1. CONSTRUCT CHAIN LINK FENCE ALONG

1. FOR SOIL CEMENT C CONTROL LINE,

SEE SHEETS C01 TO C05.

2. FOR BIKEWAY CONTROL LINE,

SEE SHEETS C-19 TO C-21.

4. FOR CABLE FENCE, SEE SHT M-01.

5. FOR LANDSCAPE VEGETATED AREA,

SEE SHEETS C-17 AND L-01 TO L-07.

INVERT EL 373.33

54-IN SARI LINE

INVERT EL 373.95

54-IN SARI LINE

INVERT EL 374.56

54-IN SARI LINE

INVERT EL 375.17

54-IN SARI LINE

INVERT EL 375.79

54-IN SARI LINE

AND DETAILS, SEE SHEET C-25 AND M-03.

3. FOR CHAIN LINK FENCE LOCATION

1.5

(TYP.)

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1394+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1395+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1396+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1397+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1398+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1399+00

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

R/W

R/W

R/W

R/W

R/W

LC

LC

LC

LC

LC

LC

BW

BW

BW

BW

BW

BW

(STA BW 50+40) (STA BW 53+35)

(STA BW 51+40) (STA BW 54+30)

(STA BW 52+35) (STA BW 55+30)

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

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C

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B

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Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

STATION

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

A

B

A

A

A

A

A

B

B

B

B

B

398.87 368.82

399.27

399.67 369.21

369.41

369.60

369.80

369.01

400.88

400.07

400.48

AS SHOWN

C-13

1.5

FS

2%

2%

2%

2%

2%

2%

L S

A R

R P

H

C S

C .D

G N

S T

A S

C

T

O S

T A S

C

C R

O S

S S

E C

T

IO

N S

LEGEND

SOIL CEMENT

L

CONSTRUCTION NOTE:

REFERENCE NOTES:

NOTES:

(TYP.)

GROUND

EXISTING

(TYP.)

CEMENT

SOIL

(TYP.)

(TYP.)

SC 1400+00

SC 1401+00

SC 1402+00

SC 1403+00

SC 1404+00

SC 1405+00

4. STRIPPING NOT SHOWN FOR CLARITY.

3. CABLE FENCE NOT SHOWN FOR CLARITY.

AND AT TCE NOT SHOWN FOR CLARITY.

2. CHAIN LINK FENCE AT PERMANENT R/W3

HMA, DG, ABC NOT SHOWN.

1. SURFACE FEATURES, NOT LIMITED TO

ENGINEERED FILL

STRUCTURAL FILL

(TYP.)

STRUCTURAL FILL

EXCAVATION/

(TYP.)

ENGINEERED FILL

EXCAVATION/

ENGINEERED FILLEXCAVATION LINE (TYP)

(TYP.)

6- IN ABC

4- IN HMA OVER

BIKEWAY(TYP.)

14- FT DG ROAD

INVERT EL 376.41

54-IN SARI LINE

BEHIND SOIL CEMENT (TYP)

DRAINAGE SYSTEM

(TYP)

EXCAVATION LINE

(OPTION 2)

ENGINEERED FILL

10-FT

FOR DETAILS.

CLARITY. REFER TO SHT C-17 AND C-25

3. TEMPORARY BIKEWAY NOT SHOWN FOR

SC 1386+00 TO STA. SC1413+30.

2. OPTION-1 BIKEWAY STARTS FROM STA.

OCFCD/ CALTRANS R/W.

1. CONSTRUCT CHAIN LINK FENCE ALONG

1. FOR SOIL CEMENT C CONTROL LINE,

SEE SHEETS C01 TO C05.

2. FOR BIKEWAY CONTROL LINE,

SEE SHEETS C-19 TO C-21.

4. FOR CABLE FENCE, SEE SHT M-01.

5. FOR LANDSCAPE VEGETATED AREA,

SEE SHEETS C-17 AND L-01 TO L-07.

INVERT EL 377.04

54-IN SARI LINE

INVERT EL 377.59

54-IN SARI LINE

INVERT EL 378.14

54-IN SARI LINE

INVERT EL 378.69

54-IN SARI LINE

INVERT EL 379.24

54-IN SARI LINE

AND DETAILS, SEE SHEET C-25 AND M-03.

3. FOR CHAIN LINK FENCE LOCATION

1.5

(TYP.)

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1400+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1401+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1402+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1403+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1404+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1405+00

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/W

R/W

R/W

R/W

R/W

R/W

LC

LC

LC

LC

LC

LC

BW

BW

BW

BW

BW

BW

(STA BW 56+30) (STA BW 59+20)

(STA BW 57+25) (STA BW 60+20)

(STA BW 58+25) (STA BW 61+20)

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

8/5/2015

SHEET

Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

STATION

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

A

B

A

A

A

A

A

B

A

B B

B

B

401.28 370.16

401.66 370.53

402.09 371.01

402.31 371.25

402.41 371.62

402.51 371.98

AS SHOWN

C-14

1.5

FS

2%

2%

2%

2%

2%

2%

L S

A R

R P

H

C S

C

S T

A S

C

T

O S

T A .S

C

C R

O S

S S

E C

T

IO

N S

LEGEND

SOIL CEMENT

L

CONSTRUCTION NOTE:

REFERENCE NOTES:

NOTES:

(TYP.)

CEMENT

SOIL

(TYP.)

GROUND

EXIST.

(TYP.)

(TYP.)

SC 1406+00

SC 1407+00

SC 1408+00

SC 1409+00

SC 1410+00

SC 1411+00

4. STRIPPING NOT SHOWN FOR CLARITY.

3. CABLE FENCE NOT SHOWN FOR CLARITY.

AND AT TCE NOT SHOWN FOR CLARITY.

2. CHAIN LINK FENCE AT PERMANENT R/W,

HMA, DG, ABC NOT SHOWN.

1. SURFACE FEATURES, NOT LIMITED TO

ENGINEERED FILL

STRUCTURAL FILL

(TYP.)

STRUCTURAL FILL

EXCAVATION/

(TYP.)

ENGINEERED FILL

EXCAVATION/

ENGINEERED FILL

BEHIND SOIL CEMENT (TYP)

DRAINAGE SYSTEM

10'12'

10'12'

(TYP.)

EXCAVATION LINE

(TYP.)

SOIL CEMENT RAMP

(TYP.)

14-FT DG ROAD

(TYP.)

6-IN ABC

4-IN HMA OVER

BIKEWAY

(TYP.)

EXCAVATION LINE

INVERT EL 379.73

54-IN SARI LINE

(OPTION 2)

ENGINEERED FILL

10-FT

FOR DETAILS.

CLARITY. REFER TO SHT C-17 AND C-25

3. TEMPORARY BIKEWAY NOT SHOWN FOR

SC 1386+00 TO STA. SC1413+30.

2. OPTION-1 BIKEWAY STARTS FROM STA.

OCFCD/ CALTRANS R/W.

1. CONSTRUCT CHAIN LINK FENCE ALONG

1. FOR SOIL CEMENT C CONTROL LINE,

SEE SHEETS C01 TO C05.

2. FOR BIKEWAY CONTROL LINE,

SEE SHEETS C-19 TO C-21.

4. FOR CABLE FENCE, SEE SHT M-01.

5. FOR LANDSCAPE VEGETATED AREA,

SEE SHEETS C-17 AND L-01 TO L-07.

INVERT EL 379.93

54-IN SARI LINE

INVERT EL 380.13

54-IN SARI LINE

INVERT EL 380.32

54-IN SARI LINE

INVERT EL 380.52

54-IN SARI LINE

INVERT EL 380.72

54-IN SARI LINE

AND DETAILS, SEE SHEET C-25 AND M-03.

3. FOR CHAIN LINK FENCE LOCATION

1.5

(TYP.)

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

OCFCDOCHBP CALTRANS

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1406+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1407+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1408+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1409+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1410+00

0 20 40 60 80 100 120-20-40-60-80-100

STA SC 1411+00

R/W

TCE

R/W

TCE

R/W

TCE

R/W

TCE

R/WTCE

TCE

R/W

TCE

TCE

R/W

R/W

R/W

R/W

R/W

R/W

LC

LC

LC

LC

LC

LC

BW

BW

BW

BW

BW

BW

(STA BW 62+15) (STA BW 65+10)

(STA BW 63+15) (STA BW 65+05)

(STA BW 64+10) (STA BW 67+05)

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

8/5/2015

SHEET

Plot Date:

A R

T H

U R Y J

U N

G P

E

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

(G Y

P S

U M C

A N

Y O

N R

O A

D T

O C

O A

L C

A N

Y O

N R

O A

D

L O

W E

R S

A N

T A A

N A R

IV

E R C

H A

N N

E L R

E A

C H P

H A

S E

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

J .U

R E

N A

S .V

A U

G H

N

A .M

U S

T A

F A L D

O

SCALE:

S P

E C

N O

W P

L -1

-B -0

STATION

SOIL CEMENT

TOP OF

SOIL CEMENT

TOE OF

A

B

A

A A

A

A

B

B B

B

B

402.61 372.35

402.71 372.71

402.81 373.07

402.83 373.44

403.85 373.80

402.88 373.36

AS SHOWN

C-15

1.5

FS

2%

2%

2%

2%

2%

2%2%

L S

A R

R P

H

C S

C .D

G N

S T

A S

C

T

O S

T A S

C

C R

O S

S S

E C

T

IO

N S

LEGEND

SOIL CEMENT

L

CONSTRUCTION NOTE:

REFERENCE NOTES:

NOTES:

(TYP.)

CEMENT

SOIL

(TYP.)

(TYP.)

(TYP.)

GROUND

EXISTING

(OPTION-3)

(OPTION-3)

SC 1412+00

SC 1413+00

SC 1414+00

SC 1414+30

SC 1414+60

SC 1414+80

4. STRIPPING NOT SHOWN FOR CLARITY.

3. CABLE FENCE NOT SHOWN FOR CLARITY.

AND AT TCE NOT SHOWN FOR CLARITY.

2. CHAIN LINK FENCE AT PERMANENT R/W,

HMA, DG, ABC NOT SHOWN.

1. SURFACE FEATURES, NOT LIMITED TO

ENGINEERED FILL

STRUCTURAL FILL

(TYP.)

STRUCTURAL FILL

EXCAVATION/

(TYP.)

ENGINEERED FIL

EXCAVATION/

ENGINEERED FILL

(TYP)

EXCAVATION LINE

BEHIND SOIL CEMENT (TYP)

DRAINAGE SYSTEM

(TYP.)

SOIL CEMENT RAMP

(TYP.)

14-FT DG ROAD

(TYP)

EXCAVATION LINE

INVERT EL 381.41

54-IN SARI LINE

(TYP.)

6-IN ABC

4-IN HMA OVER

BIKEWAY

(OPTION 2)

EN…