W912PL-17-R-0046_Amendment0003_Drawings.pdf

INDEX TO CONTRACT DRAWINGS

FILE NO. TITLE

GENERAL

T-2A

CIVIL

N / A

T

C

IS

N E

R O

S

T

C

IS

N E

R O

S

R

K W

A N

O

F

IN

D

E X T

O C

O N

T R

A C

T D

R A

W

IN

G S

B N

S F T -2

A .D

G N

SHEET NO. FILE NO. TITLE SHEET NO.

STRUCTURAL

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/3

S-22A

S-22

S-21

S-20

S-19

S-18

S-17A

S-17

S-16

S-15

S-14

S-13

S-12

S-11

S-10

S-9

S-8

S-7

S-6

S-5

S-4

S-3

S-2

S-1A

S-1

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C-G1

C-RW10

C-RW9

C-RW8

C-RW7

C-RW6

C-RW5

C-RW4

C-RW3

C-RW2

C-RW1

C-RE3

C-RE2

C-RE1

C-SD3

C-SD2

C-SD1

C-P7

C-P6

C-P5

C-P4

C-P3

C-P2

C-P1

C-W6

C-W5

C-W4

C-W3

C-W2

C-W1

C-E12

C-E11

C-E10

C-E9

C-E8

C-E7

C-E6

C-E5

C-E4

C-E3

C-E2

C-E1A

C-E1

C-D2

C-D1

C-1

239/3812

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239/3788

TABLE OF COORDINATES FOR PROJECT EASEMENTS

LIMITS OF PROJECT EASEMENTS - UPSTREAM

LIMITS OF PROJECT EASEMENTS

EXISTING UTILITIES POTHOLING DATA SUMMARY

EXISTING UTILITIES PLAN

GENERAL PLAN ACCESS AND STAGING AREA

SURVEY CONTROL MONUMENTS AND CONTRACT OPTIONS

GENERAL NOTES, LEGEND, LIST OF ABBREVIATIONS AND UTILITY CONTACTS

INDEX TO CONTRACT DRAWINGS 2 OF 2

INDEX TO CONTRACT DRAWINGS 1 OF 2

PROJECT LOCATION AND VICINITY MAP

CONCRETE SLURRY DIAPHRAGM WALL AND ENCLOSURE WALL CAP OPENING DETAIL 2 OF 2

CONCRETE SLURRY DIAPHRAGM WALL AND ENCLOSURE WALL CAP OPENING DETAIL 1 OF 2

48" RCP INLET STRUCTURE PLAN & SECTION DETAIL, STA. 36+67.35

24" RCP MANHOLE DETAIL

24" RCP OUTLET STRUCTURE PLAN & SECTION DETAIL, STA. 37+85.20

48" RCP INLET STRUCTURE PLAN & SECTION DETAIL, STA. 32+56.91

CONCRETE SLURRY DIAPHRAGM WALL ANCHOR AND BLOCKOUT REINFORCEMENT DETAIL 2 OF 2

CONCRETE SLURRY DIAPHRAGM WALL ANCHOR AND BLOCKOUT REINFORCEMENT DETAIL 1 OF 2

EAST & WEST CONCRETE SLURRY DIAPHRAGM WALL DETAIL

EAST & WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL

PIER NOSE EXTENSION, TRAINING AND ENCLOSURE WALL SECTION DETAIL

PIER NOSE EXTENSION WALL SECTION DETAILS

WEST ABUTMENT REINFORCED CONCRETE RETAINING WALL DETAIL

ABUTMENT CONCRETE SLURRY DIAPHRAGM WALLS, ANCHOR LOCATIONS AND SCHEDULE - WEST WALL

ABUTMENT CONCRETE SLURRY DIAPHRAGM WALLS, ANCHOR LOCATIONS AND SCHEDULE - EAST WALL

WEST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN

EAST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN

PIER NOSE EXTENSION FOUNDATION PLAN, PILE CAP AND ENCLOSURE CAP REINFORCEMENT

PIER 6 AND WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL, PLAN AND ELEVATION

PIERS 4 & 5, PIER NOSE EXTENSION & ENCLOSURE WALL PLAN AND ELEVATION

PIERS 2 & 3, PIER NOSE EXTENSION & ENCLOSURE WALL PLAN AND ELEVATION

PIER 1 AND EAST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL, PLAN AND ELEVATION

GENERAL PLAN

GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS 2 OF 2

GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS 1 OF 2

PLAN FOR REMOVAL OF EXISTING BANK PROTECTION, AREA B OF EAST SIDE

GEOTECHNICAL INSTRUMENTATION PLAN

CONTRACT OPTION: WEST ACCESS ROAD SIGNAGE PLAN 2 OF 2

WEST ACCESS ROAD SIGNAGE PLAN

CONTRACT OPTION: WEST ACCESS ROAD CROSS SECTIONS 2 OF 2

WEST ACCESS ROAD CROSS SECTIONS 1 OF 2

WEST ACCESS ROAD TYPICAL CROSS SECTIONS 2 OF 2

WEST ACCESS ROAD TYPICAL CROSS SECTIONS 1 OF 2

RETAINING WALL PLAN AND PROFILE

CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA 8+64.69 TO STA 17+25

CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA 17+25 TO STA 23+72

WEST ACCESS ROAD PLAN AND PROFILE STA 23+72 TO STA 32+17

MOBILE HOME PARK LEVEE ACCESS ROAD CROSS SECTIONS

MOBILE HOME PARK LEVEE ACCESS ROAD TYPICAL SECTIONS AND DETAILS

MOBILE HOME PARK LEVEE ACCESS ROAD PLAN AND PROFILE

SIDE DRAIN AT EAST BANK PROTECTION 24 INCH DIA. RCP, STA. 37+85.20 PLAN AND PROFILE

SIDE DRAIN AT EAST DIAPHRAGM WALL 48 INCH DIA. RCP, STA. 36+67.35 PLAN AND PROFILE

SIDE DRAIN AT EAST DIAPHRAGM WALL 48 INCH DIA. RCP, STA. 32+56.91 PLAN AND PROFILE

LAYOUT PLAN PROTECTION WORK FOR EXISTING PIER GROUPS 4 AND 5

LAYOUT PLAN PROTECTION WORK FOR EXISTING PIER GROUPS 2 AND 3

PROTECTION FOR EXISTING PIER GROUP 5 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 4 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 3 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 2 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUPS PLAN

RIPRAP PROTECTION ON WEST ABUTMENT CROSS-SECTIONS AND TYPICAL SECTIONS

RIPRAP PROTECTION ON WEST ABUTMENT PLAN

WEST SIDE DRAINAGE DETAILS

PROTECTION ON WEST SIDE CROSS SECTIONS 2 OF 2

PROTECTION ON WEST SIDE CROSS SECTIONS 1 OF 2

PROTECTION ON WEST SIDE PLAN AND PROFILE

EAST ACCESS ROAD PLAN, PROFILE, AND TYPICAL SECTION

AREA A OF EAST SIDE TYPICAL SECTIONS AND DETAILS

PROTECTION ON EAST SIDE CROSS SECTIONS

EAST SIDE MISC. DETAILS

AREA B OF EAST SIDE FINISHED GRADE CONTOURS

AREA B OF EAST SIDE GRADING PLAN

AREA A OF EAST SIDE FINISHED GRADE CONTOURS

AREA A OF EAST SIDE PROFILES FOR LAYOUT LINES G1 AND G2

AREA A OF EAST SIDE GRADING PLAN

PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E2

PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E1

GEOMETRIC CONTROL CONTROL LINES E1 AND E2 EAST SIDE PROTECTION

PROTECTION ON EAST SIDE PLAN

PLAN FOR REMOVAL OF EXISTING BANK PROTECTION, AREA B OF EAST SIDE

PLAN FOR REMOVAL OF EXISTING RIPRAP, AREA A OF EAST SIDE

OVERALL PLAN

REVISION REVISION

(THIS SHEET) (THIS SHEET)

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VALUE ENGINEERING PAYS

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L -1

-R -0

6" 6"

2.5' TO 4.5' 2.5' TO 0.5'

4'

6"

6"

4'

5'

4'

5'

CONC. V-DITCH OUTLET

5'

4'

10'

16'

12" 12"17" o .c b a rs

3"

12+

AS SHOWN

C-W4

R

K W

A N

S

B A

IK

PLAN

FLOW

010 10 20 FT

SCALE: 1'' = 10'

B N

S F

C -W

.d g n

SECTION A-A

SCALE: N.T.S.

SCALE: N.T.S.

ON RIVER SIDE

DIAPHRAGM WALL

FACE OF

FLOWLINE

DITCH

ON RIVER SIDE

DIAPHRAGM WALL

FACE OF

425.5

S

B A

IK

425.5

FLOWLINE

THE RIVER

WALL FACING

DIAPHRAGM

TOP OF WEST

B

B

A

A

9+55

EL. VARIES

EL. VARIES

TOP OF WALL,

OF V-DITCH

FLOWLINE

SECTION B-B

(STA. 9+55)

9+38.2425.5

9+55

C-20

/3

N

E L

S T

A

.5

E N

D C

O N

C

V -D

IT

C

H

E L

.0

426.5

EL. 426

STA 9+20

BEGIN CONC. V-DITCH

426 TO 425

TO 425.5

VARIES FROM 426

TOP OF WALL

425.5

EL. 425

(CENTERED)

EACH WAY

#4 @ 12" (CENTERED)

EACH WAY

#4 @ 12"

10+00

427.5

10+59.5

10+00

10+00

425.5

FLOW

2'

FLOW

.2

E L

E L

425.5

9+70

STA. 9+20 TO 10+59.5

OUTLET FOR V-DITCH

PLAN

STA. 11+52 TO 13+92

OUTLET FOR V-DITCH

EL. 426

V-DITCH

TOP OF EL. 426

V-DITCH

TOP OF

12+53

12+63

FLOW

13+92

E L .5

S T

A

E N

D C

O N

C

V -D

IT

C

H

FLOW

12+58

F L

O W

F L

O W

12+63

424.5

12+53

424.5

11+58

N

N.T.S.

SIDE DRAIN DETAIL 2

2% 2%

REINF. CONC. PIPE

2' DIAMETER

CONC. DITCH INVERT

CONC. DITCH INVERT

EW (CENTERED)

WITH #4 @ 12" OC,

CONC. PAD

5'X10'X1' THICK

SHEET C-W1

WALL SEE

DIAPHRAGM

WEST

SIDE DRAIN DETAIL 1

RACK

INSTALL TRASH

2%

2%

S T

A

11+58

425.5

11+52

EL. 427.5

STA 11+52

BEGIN CONC. V-DITCH

S T

A

S T

A

C

C

SECTION C-C

SECTION D-D

D D

N.T.S.

(STA. 12+58)

D R

A

IN

A G

E D

E T

A

IL

S

W E

S T S

ID

E

SIDE DRAIN

16'x20' - 24" UNGROUTED STONE

DRAINAGE APRON

425.5

EACH WAY

WITH #4 @ 12" OC

CONC. PAD

5'X10'X1' THICK

EACH WAY

WITH #4 @ 12" OC

CONCRETE DITCH

EACH WAY

WITH #4 @ 12" OC

CONCRETE DITCH

SCALE: 1 IN. = 10 FT.

SCALE: 1 IN. = 10 FT.

A M

IS

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(A M

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F .O

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V

B

A

A

REINF. CONC. PIPE

2' DIAMETER

TOP SURFACE

FINISH

STONE SMOOTH

24" GROUTED

3"

1"

G

AND BOLTS SHALL BE GALVANIZED.

NOTE: ALL EXPOSED BARS, PLATES

TRASH RACK SIDE VIEW DETAIL

3"

SEE DETAIL G

NOT TO SCALE NOT TO SCALE

CONCRETE SIDE

•" ANCHOR BOLT

TYP.

BEND ƒ BAR

SMOOTH BAR

3/4 " x 2'-8"

SMOOTH BAR

3/4"

TOP AND BOTTOM

ANCHOR BOLT

1/2" x4" LONG x 32" LONG PLATE 1/4 " THK x 3" WIDE

24" D

IA. RCP

B M

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B

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7/25/2017Plot Date:

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L -1

-R -0

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

DENSE VEGETATION

D

EN

SE

VEG

ETATI

O

N

A S P

H

A S P

H

PIPE

PIPE

P I P

E

+0

0.

.0

15+00.00

.8

.8

BC

+2 6.

E C .0

B C .8

4EC1

4+

.09BC1

4+ .58

E C .9

P I 1

.1

P I .3

P I .8

PI 15+25.29

P I .3

P I .8

PI 15+25.29

480480

480480

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

CONTRACT

OPTION

P V I .0

E L

.9

P V I .3

E L

.6

P V

C

.0

E le v

.4

P V I .0

E L

.0

P V

T

.0

E le v

.8

P V I .0

E L

.0

P V

C

.0

E le v

.0

P V I .0

E L

.0

P V

T

.0

E le v

.4

P V I .0

E L

.8

P V I .0

E L

.6

P V I .0

E L

.8

P V I .1

E L

.0

S = -2.9%

S = -8.2%

S = -8.0%

S = -3.1% S = 2.1%

NORTHING

EASTING

P.I. NO.

623,718.46623,657.18NORTHING

EASTING

P.I. NO.

623,713.10

V1 V2 S1 S2

1,570,273.721,570,214.82 1,570,216.92

623,713.10

1,570,216.92

LEGEND

SCALE: 1 IN. = 30 FT.

N

R

K W

A N

C

M C

A L P

IN

E

C

M C

A L P

IN

E

B N

S F

C -R

E .D

G N

PROFILE

P.I. NO.

NORTHING

EASTING

C-RE1

RE1 RE2 RE3 RE4 RE5

R

T

L

B.C. STA

E.C. STA

623,628.85 623,682.26 623,583.26 623,713.36 623,709.57

1,570,619.84 1,570,580.55

57.00'

70°14'49.10"

69.89'

10+26.21

10+96.09

40.10'

13+51.84

14+35.09

1,570,248.10

83°40'58.80"

57.00'

51.04'

83.25'

1,570,193.14

113°57'35.17"

57.00'

87.70'

113.37'

14+37.58

15+50.95

1,570,397.96

STATION 10+00.00 16+68.1110+66.30 14+02.88 15+25.29

TREE NO. NORTHING EASTING

623,674.96 1,570,399.23

623,703.89 1,570,499.91

623,724.32 1,570,515.12

623,732.69 1,570,464.83

623,755.15 1,570,480.14

623,749.03 1,570,462.16

CONSTRUCTION NOTES:

1V:2H

V-DITCH

CONTROL DATA FOR

SHOULDER

CONTROL DATA FOR

P L

A N A

N D P

R O

F

IL

E

M O

B

IL

E H

O M

E P

A R

K L

E V

E E A

C C

E S

S R

O A

D

OAK TREE

OAK BUSH

UNKNOWN TREE

030 30 60 FT

SCALE: 1'' = 30'

C-33

LSHOULDER

CONTROL LINE

PER DETAIL ON SHEET C-RE2

CONSTRUCT REINFORCED CONC. DIP CROSSING

EXIST. CONC. V-DITCH, TO BE REMOVED.

CONFORM TO CITY OF CORONA STANDARD #129.

REMOVED. INSTALL CONC. DRIVEWAY TO

EXIST. CONC. SIDEWALK AND CURB, TO BE

EXIST. CONC. FOUNDATION, TO BE REMOVED.

1-800-435-1371

UNDERGROUND OIL PIPELINE, P.I.P. CALL:

REMOVAL REQUIREMENTS.

REFER TO SPECIFICATIONS FOR BIOHAZARD

GLASS, USED SYRINGES, ETC.

BIOHAZARD AREA: HUMAN WASTE, BROKEN

COORDINATES

EXIST. OAK TREES P.I.P., SEE TABLE FOR TREE

(A M

T

M

IS

C

R E

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IS

IO

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E V

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T

APPROX. EXIST. GROUND COMPACTED FILL

F.G.

A

BOX, P.I.P.

EXIST. UTILITY

BOX, P.I.P.

EXIST. UTILITY

G R

E E

N R

IV

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R R

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D

MANHOLE, P.I.P.

EXIST.

POLE, P.I.P.

EXIST. POWER

RAMP, P.I.P.

DRIVEWAY

EXIST.

BOX, P.I.P.

EXIST. POWER

EXIST. GATE, P.I.P.

POLES, P.I.P.

EXIST. POWER

EXIST. E.P.

CURB AND GUTTER

EXIST. CONC.

AT STA 10+67.00

V-DITCH BEGINS

SHEETS)

LANDSCAPE DESIGN

PLANTING (SEE

REGRADE RAMPS FOR

COMPLETED AND

CONSTRUCTION IS

PAVEMENT AFTER

REMOVE EXIST AC

M-7 FOR DETAILS

SEE SHEET M-6 AND

AT STA 10+25.00

INSTALL STOP SIGN

OF CUT

APPROX. LIMIT

POLES, P.I.P.

EXIST. POWER

SIDEWALK

EXIST. CONC.

OF FILL

LIMIT

APPROX.

BE FIELD VERIFIED

PIPELINE; LOCATION TO

UNDERGROUND

V :2

H

V :2

H

FOR DETAILS

SHEET C-RE2

V-DITCH, SEE

LIMIT OF CUT

APPROX.

OF FILL

APPROX. LIMIT

V :2

H

V1

CONTROL LINE

V-DITCH

PAVEMENT

20' x 20' AC

OF FILL

APPROX. LIMIT

2%

2%

V2

S1 S2

DISTURBED

REPLACED IF

FENCE, TO BE

EXIST. CHAIN LINK

P.I.P.

TURNAROUND,

EXIST.

EL. 431.79

EL. 431.47

C CONC. DIP

CROSSING SEE

SHEET C-RE2

RE1

RE2

RE3

RE4

RE5

EL. 469.96

EL. 470.90

LT OFFSET 7'

STA 10+08.36

RD. CONTROL LINE

MHP LEVEE ACCESS

TYPE.

VERIFY FENCE

DETAILS. FIELD

SHEET M-3 FOR

AT FENCE SEE

INSTALL 20' GATE

A

14+62.50 TO 14+72.50

CROSSING FROM STA

V-DITCH TRANSITION TO DIP

15+03.00

ENDS AT STA

DIP CROSSING

EL. 470.46

RT OFFSET 7'

STA 10+08.36

STA.10+00 TO STA. 10+20

CONTRACT OPTION

C-RE2 FOR DETAIL

APRON SEE SHEET

24" UNGROUTED STONE

SCALE: 1 IN. = 30 FT.

PLAN

OAK TREE COORDINATES

CONTROL DATA FOR LEVEE ACCESS ROAD

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IRRIGATION LEGEND

RAINBIRD

SCH 40 PVC

SCH 40 PVC

SCH 40 PVC

CLS 315 PVCAPPROVED

APPROVED

APPROVED

RAINBIRD

MAINLINE-2" OR GREATER (SIZE AS NOTED)

(SIZE AS NOTED ON PLAN)

LATERAL LINE - BURIED

MAINLINE - 1 1/2" OR LESS

QUICK COUPLING VALVE

MODEL NO.SYMBOL MANUF. GPM

6" POP-UP

TURF ROTOR 65

DESCRIPTION PSI RADIUS

HUNTER

NOZ. 10

TURF ROTOR

4" POP-UP

RAINBIRD 30 -

_ _ _TI-8

DT35

B

44LRC

NIBCO BRASS GATE VALVE (LINE SIZE)

I-25-06 10.1

TORO 64'

51'

24.4

2 PER TREE, 1 PER SHRUB

0.5

DETAIL

BUNDLE; PLACE BELOW ALL HARDSCAPE

PVC SLEEVE; 2X DIAMETER OF PIPE OR WIRE

RWS-B-C-1402 ROOT WATERING SYSTEM

L-14, B

L-14, A

L-14, C

L-14, D

L-14, K

L-14, E, F

L-14, H, I, J, K

L-14, J, K

C O

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R A

C T O

P T

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P E

R M

A N

E N

T I

R R

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A T

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D A

N D N

O T

E S

GOLF COURSE PERMANENT IRRIGATION NOTES (OPTION ITEM):

REFER TO IRRIGATION SPECIFICATIONS BOUND UNDER SEPARATE COVER.

EXISTING PEDESTAL MOUNTED CONTROLLER

MAY VARY UP TO 100FT OF THE THOSE SHOWN ON THE PLANS.

CONTROLLERS. LOCATION OF CONTROLLERS SHOWN ON PLANS IS APPROXIMATE. ACTUAL LOCATIONS

9. NEW GOLF COURSE TURF IRRIGATION ROTORS SHALL BE CONNECTED TO EXISTING IRRIGATION

MAINTENANCE REPRESENTATIVE.

CONTRACTOR SHALL CONFIRM THE PRESENCE OF ANY SUCH FACILITIES WITH THE GOLF COURSE

OUTSIDE THE LIMIT OF WORK THAT MAY BE SEVERED AS A RESULT OF THESE IMPROVEMENTS.

8. CONTRACTOR IS RESPONSIBLE TO MAINTAIN WATER SUPPLY CONNECTIVITY TO SYSTEM FACILITIES

BY THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE REPLACED IN KIND.

7. ANY IMPACTS TO EXISTING LANDSCAPE AREAS LOCATED OUTSIDE THE LIMIT OF WORK AND IMPACTED

REQUIRED TO ADJUST COVERAGE.

TO MINIMIZE RUNOFF. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK COVERAGE OF THE PLANTING AREAS, WITHOUT OVER SPRAY TO STRUCTURES OR PAVED AREAS AND CONTRACTINF OFFICER, SHALL PERFORM A COVERAGE TEST TO ENSURE COMPLETE AND ADEQUATE

6. WHEN IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE

CONTRACT ENGINEER.

ANY OF THIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE RESULTS SPECIFIED IN THESE NOTES IS ACHIEVED. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE TESTED AT DESIGN PRESSURE FOR ONE HOUR. ALL LEAKS SHALL BE REPAIRED UNTIL PRESSURE TEST AND PRESSURE TESTED AT 150 PSI FOR A PERIOD OF ONE HOUR. ALL IRRIGATION LATERALS SHALL BE

5. PRIOR TO BACK FILLING IRRIGATION TRENCHES, ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED

ELIMINATING OVER SPRAY TO WALKS, ROADWAYS AND WALLS.

ADJUST LOCATION OF EITHER TO PROVIDE FULL COVERAGE FOR ENTIRE LANDSCAPE AREA AND

REVIEW LOCATION OF EXISTING HEADS IN RELATION TO LOCATION OF PROPOSED HEADS AND SHALL

4. SUBSEQUENT TO LAYOUT OF PROPOSED IRRIGATION HEADS, LANDSCAPE CONTRACTOR SHALL

APPLICABLE BUILDING AND PLUMBING CODES.

INSTALLED PER MANUFACTURER'S SPECIFICATIONS, DETAILS, THESE IRRIGATION NOTES AND ALL REPLACEMENT SHALL BE THE SAME MANUFACTURER AND MODEL AS EXISTING. ALL ITEMS SHALL BE

VALVES TO BE LOCATED WHERE THEY WILL BE READILY ACCESSIBLE AND NOT OBVIOUS. ALL

WIRES, IRRIGATION HEADS, LATERAL PIPE ETC. LOCATE VALVES AND MAINLINE IN SHRUB AREAS. ALL REPLACEMENT OR RELOCATION OF EXISTING VALVES AND REPLACEMENT OF PIPING AND IRRIGATION REPLACEMENT IRRIGATION SYSTEM FOR ALL LANDSCAPED AREAS INCLUDING REROUTING MAINLINE, PROVIDE ALL MATERIALS, TOOLS AND LABOR NECESSARY TO CONSTRUCT A COMPLETE AND OPERABLE

3. CONTRACTOR SHALL REMOVE ALL EXISTING IRRIGATION EQUIPMENT WITHIN LIMIT OF WORK AND

NECESSARY SERVICES AND PROVIDE ALL EQUIPMENT NECESSARY FOR CAPPING THE EXISTING SYSTEM.

RELOCATED. CONTRACTOR SHALL BE PRESENT DURING GRADING OPERATIONS TO PERFORM

2. PRIOR TO DEMOLITION AND GRADING, CONTRACTOR SHALL IDENTIFY ITEMS TO BE REMOVED AND/OR

PIPES, IRRIGATION HEADS AND TO DISCUSS ALL OTHER SITE INFORMATION.

PROJECT SITE TO LOCATE EXISTING IRRIGATION POINT OF CONNECTION, VALVES, MAINLINE, LATERAL

1. CONTRACTOR SHALL MEET WITH THE COUNTY GOLF COURSE MAINTENANCE REPRESENTATIVE AT THE

PAR+ES-LINK

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N 2,266,400

E 6,132,200

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EGETATIO

ND

E

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DENSE V

EGETATIO

N

DENSE VEGETATION

SANTA ANA RI

VER

P I .2

P I 3

1+ .6

B

B

B

B B

B B

B

B

B

B

B

B BB

30+00 31+00

+0

+0

34+00

35+00

36+00

37+00

38+00

39+00 39+29 39+29

42+19 42+19 43+00

+0

45+

+0

+0

49+00

49+59

AS SHOWNAS SHOWN

L-10

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S .W

D .W

D .W

PLAN VIEW

050 50 100

SCALE: 1" = 50'

N

B N

S F L -1

.D

G N

M A

T C

H L

IN

E S

E E S

H E

E T L -1

MATCHLINE SEE SHEET L-12

GENERAL NOTES:

(PROTECT IN PLACE)

RESTORATION AREA

SANTA ANA RIVER

FLOW

R/W

TCE &

(SEE CIVIL SHEETS)

PROTECTION, TYP.

BRIDGE PEIR

(SEE CIVIL SHEETS)

BANK PROTECTION

EAST DIAPHRAGM WALL &

R/W

TCE

PROTECT IN PLACE

MAINTENANCE ROAD,

EXISTING DIRT

(SEE CIVIL SHEETS)

SIDE DRAIN

TCE

TCE

R/W

PROTECT IN PLACE

EXISTING CART BRIDGE,

TCE & R/W

R/W

(SEE CIVIL SHEETS)

SIDE DRAIN (SEE CIVIL SHEETS)

NEW ABC ROAD

(SEE CIVIL SHEETS)

NEW AC MAINTENANCE ROAD

MAINTENANCE ROAD

EXISTING LEVEE ABC

CONNECT TO EXISTING MAINLINE

LOCATE IN TURF AREAS MIN. 5FT FROM ROADWAYS.

4. MAINLINE LOCATION SHOWN ON PLANS IS DIAGRAMATIC.

3. SEE GENERAL SHEETS FOR TCE AND R/W COORDINATES.

SEE CIVIL PLANS FOR FOR CONSTRUCTION INFORMATION.

2. MAINTENANCE ROADS ARE SHOWN FOR INFORMATION ONLY.

1. REFER TO SHEET L-09 FOR IRRIGATION NOTES.

6"

6"

6"

3"

3"

3" 3"3"3" 3"3"

3"3"

3"

3" 3" 3" 3"

3"

3"

3"3"

3" 3"

3"

3"

PERMANENT BNSF RIGHT OF WAY

LEGEND:

1-1/2"

1-1/2"

1-1/2"

1-1/2" 1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

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DIRT

PIPE

PI

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N

P I .0

9+00

13+

14+

14+

14+

28+00

+0

31+00

.2

P I .3

P I .1

P I .9

P I 3

1+ .6

9+00

13+

14+

14+

14+

.9

P I .1

P I .9

P I .1

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D .W

D .W

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N

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SCALE: 1" = 50'

M A

T C

H L

IN

E S

E E S

H E

E T L -1

MATCHLINE SEE SHEET L-10

GENERAL NOTES:

PLAN VIEW

FLOW

SANTA ANA RIVER

PROTECT IN PLACE

EXISTING CART PATH BRIDGE,

R/W

R/W

ROAD, PROTECT IN PLACE

EXISTING DIRT MAINTENANCE

PROTECT IN PLACE

MAINTENANCE ROAD,

EXISTING DIRT

PROTECT IN PLACE

EXISTING CART PATH,

R/W

PROTECT IN PLACE

EXISTING CART PATH,

(SEE CIVIL SHEETS)

WALL & V-DITCH

WEST DIAPHRAGM

PROTECT IN PLACE

EXISTING FIBER OPTIC LINE,

LOCATE IN TURF AREAS MIN. 5FT FROM ROADWAYS.

4. MAINLINE LOCATION SHOWN ON PLANS IS DIAGRAMATIC.

3. SEE GENERAL SHEETS FOR TCE AND R/W COORDINATES.

SEE CIVIL PLANS FOR FOR CONSTRUCTION INFORMATION.

2. MAINTENANCE ROADS ARE SHOWN FOR INFORMATION ONLY.

1. REFER TO SHEET L-09 FOR IRRIGATION NOTES.

CONNECT TO EXISTING MAINLINE

3"

3"

3"

3"

3"

3"

3"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

PERMANENT BNSF RIGHT OF WAY

LEGEND:

TCE

3"

3"

3"

3"

3"

1-1/2"

3" 1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

3"

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A M

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EXISTING IRRIGATION CONTROLLERA

R E

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N 2,264,800

E

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0,8

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EGETATIO

N

DENSE VEGETATION

DENSE VEGETATION

DENSE V

EGETATIO

N

DENSE V

EGETATIO

N

28+6

4.6

8+6 4.6

9+0 0.0

.2

P I .7

P I .3

P I .2

P I .7

P I .3

C

B

B

C

AS SHOWNAS SHOWN

L-13

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S .W

D .W

D .W

B N

S F L -1

.D

G N

N

050 50 100

SCALE: 1" = 50'

M A

T C

H L

IN

E S

E E S

H E

E T L -1

MATCHLINE SEE PLATE L-11

GENERAL NOTES:

PLAN VIEW

FLOW

SANTA ANA RIVER

PROTECT IN PLACE

ACCESS ROAD,

GREEN RIVER GOLF CLUB

TCE

PROTECT IN PLACE

EXISTING GRGC IRRIGATION MAINLINE,

PROTECT IN PLACE

EXISTING 72IN RCP,

CONNECT TO EXISTING MAINLINE

LOCATE IN TURF AREAS MIN. 5FT FROM ROADWAYS.

4. MAINLINE LOCATION SHOWN ON PLANS IS DIAGRAMATIC.

3. SEE GENERAL SHEETS FOR TCE AND R/W COORDINATES.

SEE CIVIL PLANS FOR FOR CONSTRUCTION INFORMATION.

2. MAINTENANCE ROADS ARE SHOWN FOR INFORMATION ONLY.

1. REFER TO SHEET L-09 FOR IRRIGATION NOTES.

1-1/2" 1-1/2" 1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"3" 3" 3" 3" 3" 3"3"

TCE

TCE

BUBBLE LATERAL LINE

CONNECT TO EXISTING

3"

3" 3"

3"

3"

3" 3"

3"3"

1"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

CONNECT TO EXISTING BUBBLE LATERAL LINE

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

3"

3"

3"

O

F

C O

N T

R A

C T O

P T

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A N

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A

EXISTING IRRIGATION CONTROLLER

EXISTING IRRIGATION CONTROLLER

A D

D E

D E

X

IR

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S F L -1

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G N

ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS

BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS.

ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH.

ADIMENSION

NOTE:

INSTALLATION SPECIFICATIONS.

1/2" TO 1 1/2" SIZE

2" TO 2 1/2" IN SIZE

3" AND LARGER

18"

18"

18"

SECTION VIEW - N.T.S.

SEE SPECIFICATIONS

FINISHED GRADE

CLEAN COMPACTED BACKFILL

CONTROL WIRES, INSTALL

PRESSURE MAINLINE, SEE

SPECIFICATIONS

120 VOLT ELECTRICAL

AT BASE OF MAINLINE

IN SCH. 40 CONDUIT

UNDISTURBED SOIL

CLEAN SAND BACKFILL,

GREATER THAN 30 DEGREES,

PLAN VIEW - N.T.S.

AT ALL CHANGES OF DIRECTION

TIE A 36" LOOP IN ALL WIRING

UNTIE AFTER ALL CONECTIONS

B

24"

24"

24"

C D

6"

6"

6"

26"

26"

26"

30"

30"

E F

HAVE BEEN MADE

6"

6"

6"

G

EE F

G

EE

G

DCBA

24"

24"

24"

LATERAL LINES, SEE SPECS.

PAVEMENT OR CURB EDGE

AND RECYCLED WATER LINE PER SHEET L-130, DETAIL OS-1.

MAINTAIN HORIZONTAL AND VERTICAL PIPE SEPERATION BETWEEN ALL POTABLE

12"12"

NOTE:

CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE.

INSTALL VALVE BOXES IN SHRUB AND GROUND-COVER AREAS WHERE POSSIBLE.

INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES.

AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE

AND DEFORMATION OF VALVE BOXES.

A

RECTANGULAR CONTROL VALVE BOX, TYPICAL

SECTION VIEW - N.T.S.

R C

V

A1

RCV

QCV

QUICK COUPLER VALVE

HEAT BRAND LETTERS AND NUMBERS

NUT TO SECURE BOX LID, TYPICAL

STAINLESS STEEL BOLT, WASHER AND

PAVING EDGE, TYPICAL

DRIP RCV AND DRIP FILTER BOXES SHALL BE INSTALLED PARRALLEL TO PAVING EDGE.

BOX, TYP.

D F

A

12"

RECTANGULAR DRIP FILTER BOX, TYPICAL

TEE FITTING

BLOCKS SHALL NOT ENCASE THE FITTINGS IN CONCRETE.

RECOMMENDATIONS AND PRESSURE TESTED PER THE SPECIFICATIONS.

ALL SECTION VIEWS - N.T.S.

ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS.

ALL MAINLINES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION

CONCRETE THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FOOT IN VOLUME. THRUST

SOLVENT WELD MAINLINE PIPE AND FITTINGS SHALL RECEIVE CONCRETE THRUST BLOCKING.

ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 450-C-2000.

BELL AND GASKET MAINLINE PIPE AND FITTINGS SHALL USE PIPE RESTRAINT SYSTEMS.

UNDISTURBED SOIL

MAINLINE PIPE

CONCRETE THRUST

BLOCK, TYPICAL

PER SPECIFICATIONS

BACKFILL TRENCH

WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE WRAP.

NOTES:

45 DEGREE ELL

BACKFILL TRENCH

PER SPECIFICATIONS

UNDISTURBED SOIL

MAINLINE PIPE

90 DEGREE ELL

BLOCK, TYPICAL

CONCRETE THRUST

SLEEVE DETAIL SHALL ALSO BE USED FOR INSTALLATION OF PIPE IN ROCK SOIL.

BELOW ALL HARDSCAPE ELEMENTS WITHIN A SCH. 40 PVC SLEEVE. SLEEVES SHALL BE

ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED

ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION.

BADIMENSION

DEPTH BELOW GRADE

NOTE:

TWICE THE DIAMETER OF THE PIPE OR CONTROL WIRE BUNDLE CARRIED WITHIN, OR

24" 36"

SECTION VIEW - N.T.S.

EC D

36" 6"

PAVING OR D.G. PATH

PVC SLEEVES TO BE

TWICE THE DIAMETER

OF THE PIPE OR WIRE

BUNDLE CARRIED.

4" MINIMUM, WHICH EVER IS THE GREATER.

D

EEE

G

A B

F

C

E

CLEAN SAND BACKFILL,

UNDISTURBED SOIL

IN SCH. 40 CONDUIT

IN SCH. 40 CONDUIT

120 VOLT ELECTRICAL

CONTROL WIRES, INSTALL

SEE SPECIFICATIONS

F G

6"24"36"

ALL SLEEVES SHALL EXTEND 24 INCHES BEYOND THE EDGE OF PAVING.

PRESSURE MAINLINE SLEEVE,

SEE SPECIFICATIONS

SEE SPECIFICATIONS

LATERAL LINE SLEEVE,

N.T.S.H

THRUST BLOCKS

N.T.S.I

MAINLINE AND VALVE MANIFOLD LAYOUT

N.T.S.J

PIPE AND WIRE TRENCHING

N.T.S.K L

A N

D S

C A

P E A

R E

A S

E E P

L A

N S

18"

MAINLINE, TYPICAL

CURB OR OTHER PAVING MATERIAL)

FROM HARDSCAPE EDGE EXCEPT AS NOTED

ON THE SITE, ROUTE MAINLINE AROUND

OBSTRUCTION SUCH AS LIGHT POLE, POWER

PEDESTAL OR OTHER AS MAY BE FOUND

MAINTAIN 18" SET BACK FOR MAINLINE

HARDSCAPE EDGE (IE. SIDEWALK, ROADWAY,

SUCH OBSTRUCTIONS

SCH. 80 PVC 45 ELL FITTING, SIZE PER

QUICK COUPLER VALVE AND SWING JOINT

UNFORSEEN OBSTRUCTIONS

WHERE NECESSARY TO AVOID

18" OFF OF HARDSCAPE EDGE, EXCEPT

PVC IRRIGATION MAINLINE PIPE, PER

SPECIFICATIONS. INSTALL MAINLINE PIPE

SPRAY SYSTEM CONTROL VALVE (TYPICAL)

N.T.S.L N.T.S.

WIRE CONNECTOR

M

VALVE BOX PLACEMENT

WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL.

KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A

DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR

2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES

SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.

WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT.

NOTE:

SECTION VIEW - N.T.S.

WATERPROOF GEL

POLY TUBE PRE-FILLED WITH

IS INSERTED INTO TUBE

WIRES PASS THROUGH GROOVES IN

TUBE LID TO ALLOW LID TO CLOSE

CLOSE TUBE LID AFTER WIRE

LOW VOLTAGE WIRES, 3 MAXIMUM

INSERTED INTO TUBE UNTIL THE

SCOTCHLOK CONNECTOR AND WIRES

CONNECTOR PASSES LOCK TABS

ONCE CONNECTOR IS INSERTED

SCOTCHLOK ELECTRICAL SPRING

CONNECTOR. WIRES SHALL BE

PRE-STRIPPED OF 1/2" OF THE

INSULATION PRIOR TO INSERTION

CONNECTOR ONTO WIRES TO

INTO THE CONNECTIOR. TWIST

LOCK TABS PREVENT WIRE REMOVAL

SEAT FIRMLY.

PIPE AND WIRE SLEEVING UNDER PAVEMENT

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4'

1'-6"

STA.

C

TOP COVER DETAIL

8" 6

6"

7"

15"

NTS

COVER

CAST IRON

SAND

BACKFILL WITH

1"

CONCRETE COLLAR

CAST IRON FRAME

14"LONG

6" V.C.P.

CONCRETE

2" DIA. HOLE

2" A.C.

MIN

YELLOW

SURVEY

MONUMENT

NTS

FRONT REAR

RAISED 1/8" X 1/2"H

CAST LETTERS

CENTER

SCRIBE MARK

CENTER

S.P. NO. _

NTS

2" DIAMETER

M-9

NOTES:

NOTES:

BRASS CAP DETAIL

STATION MARKER TYPE M DETAIL "D" manufacturer's standards.

will be permitted to meet in design and dimensions except that minor variations

Metal post to be as shown

* 8'-0" for Type P object marker

NTS

METAL POST DETAIL

DETAIL A

SECTION A-A

NUMERALS AND LETTERS

WHITE TARGET PLATE

WITH BLACK SERIES D

MIN.

7/8"

1 5/8"

1 5/8"

2 1/2"

REFLECTOR

TARGET

PLATE

/2 "2

2 1/2"

GALV. MACHINE

SECURE W/ 1/4" DIA.

BOLTS & NUTS AT

6 PLACES

1" CHAMFER

TYPICAL

METAL

POST

SEE DETAIL A

OPTIONAL

0.093" Min

8"

/2

4"

2 1/2"

1 5/8"

/8

M

A A

Œ"

Š"

2‹" Š"

1ˆ"

Œ"

3ˆ"

Š

Š"

7/32" * HOLES

3' X 3' FINISHED AC PAVEMENT SECTION

CONCRETE

2"2"2"2"

CONCRETE

GENERAL NOTES

2" 2"

RAIL SPLICE

NEUTRAL

AXIS

SYMMETRICAL ABOUT

C

12 GA.

SECTION THROUGH RAIL ELEMENT

DIA.

POST BOLT: SIMILAR EXCEPT LENGTH

2"

OVAL SHOULDER

BUTTON HEAD

NTS

•"R

ˆ

TOP OF RAIL

FINISHED GRADE

8"8"

L

L

1.

NEUTRAL

AXIS

SYMMETRICAL ABOUT

C

12 GA.

DIA.

SPLICE BOLT & NUT

POST BOLT: SIMILAR EXCEPT LENGTH

2"

TERMINAL SECTION

INSTALLATION

OVAL SHOULDER

BUTTON HEAD

METAL BEAM GUARDRAIL DETAIL

TOP OF RAIL

FINISHED GRADE

8"8"

NOTE:

SAME AS SECTION

THRU RAIL ELEMENT

INSTALL 2 IN. DIAMETER DOUBLESIDED, WHITE COLOR REFLECTOR ASSEMBLY

ON GUARDRAIL POST FACING TRAFFIC:APPROXIMATELY 25 FT INTERVALS

WHEN RAILING IS CONSTRUCTED ON A RADIUS OF CURVATURE OF 1,500 FT

OR LESS, OR THE CONTINUOUS LENGTH OF RAILING IS 100 FT OR LESS.

AT ALL OTHER LOCATION, USE 50 FT INTERVALS FOR REFLECTOR ASSEMBLIES.

NOTES:

1. ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.

2. ALL WOOD TO BE PRESSURE TREATED.

LAP IN

DIRECTION

OF TRAFFIC

TERMINAL SECTION

LAPPED ON TRAFFIC

FACE

5#8" DIA.

BOLTS

REFLECTOR

ASSEMBLY

TOE NAIL WITH 2" 16D GALV.

ON EACH SIDE OF BLOCK

SAME AS SECTION

THRU RAIL ELEMENT

LAP IN

DIRECTION

OF TRAFFIC

TERMINAL SECTION

LAPPED ON TRAFFIC

FACE

C POST BOLT

SLOT

2 9/32 "x11#8"

SLOTTED HOLES

REFLECTOR

ASSEMBLY

TOE NAIL WITH 2" 16D GALV.

ON EACH SIDE OF BLOCK

5/8 " DIA. BOLT

W/ HEX NUT

CUT STEEL

WASHER

6"x8"x1'-2" D.F.

WOOD BLOCK

3/4 "x2 1/2 "

SLOT

2 9/32 "x11#8"

SLOTTED HOLES

CONCRETE

C POST BOLT SLOT

6'-3" (TYP.)6'-3" (TYP.) 1'-9"1'-9"

N.T.S.

M M

M M

B N

S F

M -9 .D

G N

8.5"

10.75"

0.5"

0.5"

.5

AS DIRECTED BY COR

STAMP TWO DIGIT NUMBER

CL

CL

INSTALL MARKER 6" FROM WALL OR GROUTED STONE.2.

10+00; 12+00; 13+90

1519+00; 1511+84; LINE E1: 38+00; 35+00; 32+00; 30+00; WEST DIAPHRAGM WALL:

INSTALL STATION MARKER TYPE "M" DETAIL "D" AT THE FOLLOWING STATIONS: 1.

27"

21"6"

12" LAP

4" 4"

1"

3"

12"

4"4"

12"

•"R

Œ"

1" 1"

A N

D M

IS

C

E L L

A N

E O

U S D

E T

A

IL

R V

E Y M

O N

U M

E N

T S

T A

T

IO

N M

A R

K

K W

A N

/3

1. ADJUSTABLE TIGHTENERS SHALL BE TURNBUCKLE OR

EQUIVALENT, HAVING 6 INCH MIN. TAKE UP.

2. LIGHT WEIGHT METAL INSERTS SHALL BE SHEET METAL

TUBES WITH INTO INSERTS.

WELL MONUMENT

AND ROD (SEE NOTE 1)

FOR BRASS CAP

POST POCKET (TYP)

(TYP)

POCKET

POST

NTS

TOP OF WALL SURVEY MONUMENT

2"Ø HOLE X 8" DEEP

TOP OF DIAPHRAGM WALL

(SEE NOTE 1, 4, AND 5)

BRASS CAP AND ROD

SURVEY MONUMENT

A M

IS

C

R E

V

IS

IO

N S

(A M

T .0

/1

/1

F .O

A

A

A

1'-6"

/4

/2

6"X8"X6' D.F. POST

R E

V

B

F .O

M

IS

C

R E

V

IS

IO

N S

B (A

M T .0

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B

AND 12+60 (SEE SHEET C-G1)

WEST DIAPHRAGM WALL: 9+80, 10+40, 11+50,

36+00, AND 36+50

LINE E1: 32+00, 33+00, 33+70, 34+60, 35+00,

FOLLOWING STATIONS:

INSTALL TOP OF WALL MONUMENTS AT THE 5.

OF DIAPHRAGM WALL.

EDGE OF GROUTED STONE OR ON CENTER LINE

INSTALL TOP OF WALL MONUMENT 3' FROM 4.

LINE E2: 48+50; 45+00; 44+00

STATIONS: 1519+25; LINE E1: 38+00; 31+00; 30+00;

INSTALL WELL MONUMENTS AT THE FOLLOWING 3.

IN COORDINATION WITH GRGC.

AS DIRECTED BY THE CONTRACTING OFFICER

NORTHWEST OF BNSF BRIDGE AT LOCATIONS

MONUMENTS ON GREEN RIVER GOLF COURSE

CONTRACT OPTION: INSTALL FOUR (4) WELL 2.

BY THE CONTRACTING OFFICER.

BRASS CAP AND ROD TO BE FURNISHED

HOLE TO BE FILLED WITH GROUT AND MARKED. 1.

SCALE: 1" = 10'

SCALE: 1" = 10'

0 20'10'

PLAN

ELEVATION

NOTES:

S-1

TYPICAL SECTION

AC-03

SCALE: 1/2" = 1'-0"

C

S = -0.014

C L

E A

R

C

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE: SCALE: 1/2" = 1'-0"

0 1 2 2 4FT

SCALE: 1" = 10'

BRIDGE

SEE NOTE 3

(BRIDGE No. 91328-B)

PED-BIKEWAY BRIDGE

(E) PREFABRICATED

ALISO CREEK

BRIDGE

BRIDGE (SEE NOTE 3)

(E) PREFABRICATED

F L

O W

UTILITIES:

W1

W2

W1

W2

LEGEND:

(E)

(N)

B

AC-07

EC 10+88.78

BC 11+93.78

EC 12+19.1

N02°49'12"W

N '0 "E

L

DIAGONAL

(E) TS 5x3x‚

TOP CHORD

(E) TS 6x6x…

STRINGERS

(E) TS 5x5x‰

SEE CIVIL PLANS

(N) WATER LINES

SEE CIVIL PLANS

(N) WATER LINE

12+0011+00

9 SPACES @ 9'-5" = 84'-9"

PIPE SUPPORTS

(E) FLOOR P

OVERLAY ON

2" (N) AC

10+88.61 BB

ELEV 436.68)

(NGVD 29

ELEV 439.08

ELEV 438.15)

(NGVD 29

ELEV 440.55

11+93.94 EB

NOTES:

ABUTMENT 2

TO NEW SITE

EXISTING TO BE RELOCATED

NEW CONSTRUCTION

AC

N

ABUTMENT 1

A C .D

G N

(E) TS 8x10 @ ENDS

VERTICALS (TYP)

(E) TS 6x6x…

HANDRAIL

(E) 1 • SQ

G E

N E

R

A N

A L

E

K

ID

G E

ELEV 410.00

DIFFERENTIAL SETTLEMENT OF 1/2".

UTILITY CONNECTIONS SHALL BE ABLE TO ACCOMMODATE 1.

8.

7.

6.

5.

4.

3.

2.

1.

(N) 2x12 CONT

EA SIDE

3/16

DETAIL

NO SCALE

TREATED) CONT

2x12 (PRESSURE

TYP. TOP & BOT.

DIAGONAL BRACES

TS 4x4

CROSS BEAMS +

(E) TS 6x4

BOTTOM CHORD

FLOOR BEAMS AND

(E) TS 6x6x…

SIDE ONLY

MEMBER ONE

VERT TRUSS

(GALV) AT EA

L 3x3x‚

(GALV)

WASHER & NUT

BOLT W/

•" DIA CARRIAGE

T Y

P

AND ITS SUPPORTS AND (E) GOLF CART PATH SEE SHEET AC-02.

FOR TCE/TWA FOR DEMOLITION/REMOVAL OF THE (E) GOLF CART BRIDGE

PURPOSE ONLY.

THE SOIL REPORT CAN BE MADE AVAILABLE FOR REFERENCE

CONSTRUCTION SHALL BE DONE PER PLAN AND SPECIFICATIONS.

DATED: AUGUST 31, 2012

PROJECT NO: 340-CEL - T01, MOD NO. 5

ORANGE AND RIVERSIDE COUNTIES, CALIFORNIA

PROPOSED ALISO CREEK BRIDGE AT GREEN RIVER GOLF COURSE

GENTERRA CONSULTANTS, INC.

REPORT AS PREPARED BY THE COR:

FOUNDATION DESIGN IS BASED ON THE REQUIREMENTS OF THE SOIL

FOR ADDITIONAL NOTES AND ABBREVIATIONS, SEE SHEET AC-04.

AC-04. CONTRACTOR SHALL FOLLOW HAUL ROUTES PER AC-T01

STEEL TRUSS BRIDGE (No. 91328-B) AND CONCRETE FOUNDATIONS. SEE SHEET

CONTRACTOR SHALL MODIFY, TRANSPORT, AND ERECT OWNER-SUPPLIED

CORP AND THE CONTRACTOR SHALL INSPECT AND REPAIR THE TRUSS BRIDGE AS NEEDED.

PRIOR TO TRANSPORT AND INSTALLATION OF OWNER-SUPPLIED STEEL TRUSS BRIDGE (NO. 91328-B), NGVD 29 CONVERSION PROVIDED BY ORANGE COUNTY FLOOD CONTROL DISTRICT SEE SHEET AC-01.

FOR ADDITIONAL ALIGNMENT DATA, SEE CIVIL PLAN SHEET AC-01.

W3

W3

2" DIA ELECTRICAL LINE

6" DI WATER LINE

8" DI WATER LINE

SEE CIVIL PLANS

(N) ELECTRICAL LINES

SEE CIVIL PLANS

(N) ELECTRICAL LINES

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C 32677

M. SHEIKH

SALAHUDDIN

TOTAL LENGTH OF BRIDGE = 105'-4"

BB EB

OG

FS

LINE

(N) 8" DI WATER

LINE

(N) 6" DI WATER

LINE

(N) 6" DI WATER

LINE

(N) 8" DI WATER

LINE CARRIER PIPE

(N) 2" ELECTRICAL

LINE CARRIER PIPE

(N) 2" ELECTRICAL

S-2 AC-04

STRUCTURE BACKFILL

STRUCTURE EXCAVATION

LEGEND

ABUTMENT SECTION

EXCAVATION AND BACKFILL

NO SCALE

GENERAL NOTES:

BIKEWAY BRIDGE ERECTION, MODIFICATION AND TRANSPORT:

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE:

ABBREVIATION DEFINITION

OG

OG

FS

FG

EXCAVATION

COMPACTED FILL

EXCAVATION

COMPACTED FILL

MAXIMUM LIMITS OF

(TYP) (TYP)

WT

W/

TPB

TOT

R

PL

PED

OG

OCFCD

(N)

NO.

MIN

MAX

LB

INV

HORIZ

GP

GALV

GA

FS

FG

EXC

(E)

ELEV

EB

EA

E.F.

DIA

DIAG

CL

CONT

CONC

CLR

CL

BRG

BOT

BC

BB

AC

ABUT

AB

WEIGHT

WITH

TREATED PERMEABLE BASE

TOTAL

RADIUS

PLATE

PEDESTRIAN

ORIGINAL GROUND

ORANGE COUNTY FLOOD CONTROL DISTRICT

NEW

NUMBER (MUST HAVE A PERIOD)

MINIMUM

MAXIMUM

POUND

INVERT

HORIZONTAL

GRADING PLANE

GALVANIZED

GAGE

FINISH SURFACE

FINISH GRADE

EXCAVATION

EXISTING

ELEVATION

END OF BRIDGE

EACH

EACH FACE

DIAMETER

DIAGONAL

CENTERLINE

CONTINUOUS

CONCRETE

CLEAR

CHAIN LINK

BEARING

BOTTOM

BEGIN HORIZONTAL CURVE

BEGINNING OF BRIDGE

AT

ASPHALT CONCRETE

ABUTMENT

AGGREGATE BASE

A C

D G

N A

IM

IT

Y M

E N

T

G E

N E

R

T E

S

A B

B R

E V

IA

T

IO

N S

A L

E

ID

G

DEMOLITION/REMOVAL NOTES:

SHALL TAKE PLACE ONLY AFTER PROPOSED BRIDGE HAS BEEN COMPLETED AND OPERATIONAL

AND/OR MAINTENACE WORKERS THROUGHOUT CONSTRUCTION. DEMOLITION OF EXISTING BRIDGE

10. CONTRACTOR SHALL ALLOW UNOBSTRUCTED USE OF EXISTING BRIDGE BY GOLF COURSE CUSTOMERS

9. HAUL ROUTE AND TCE LIMITS SHOWN ON AC-T01

THE PLANS AND AS DIRECTED BY THE COR

IN FURNISHING AND INSTALLING PIPE SUPPORTS, INCLUDING U-BOLTS, COMPLETE IN PLACE, AS SHOWN ON

ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS, AND FOR DOING ALL THE WORK INVOLVED

8. PIPE SUPPORTS WILL BE PAID AS EACH, AND SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING

7. NO WORK SHALL BE DONE WITHIN THE LIMITS OF ALISO CREEK CHANNEL

ERECTION, SHALL BE AT TRUSS PANEL POINTS DIRECTLY BELOW A VERTICAL TRUSS MEMBER

6. ANY TEMPORARY BRIDGE SUPPORT POINTS DURING TRANSPORTATION, RE-ASSEMBLEY, OR

5. ERECT RE-ASSEMBLED TRUSS ON RELOCATED FOUNDATIONS

SHALL ALSO COORDINATE WITH ORANGE COUNTY SANITATION DISTRICT AND/OR SAWPA.

RIVER GOLF CLUB SUPERINTENDENT AND CONTRACTING OFFICER PRIOR TO TRANSPORTING BRIDGE. CONTRACTOR

4. CONTRACTOR SHALL COORDINATE WITH BNSF RAILROAD FOR USE OF AT-GRADE-CROSSING AND ALSO GREEN

3. TRANSPORT EXISTING BRIDGE ABUTMENTS FROM COUNTY YARD TO SITE (0.5 MILES)

ALL BOLTS, NUTS, AND WASHERS SHALL BE HOT DIPPED GALVANIZED

TOP & BOTTOM CHORD BRACE DIAGONAL SPLICE: 3/4" DIA x 6" A325 BOLTS & NUTS

DIAGONAL SPLICE: 3/4" DIA x 5" A325 BOLTS & NUTS

BOT CHORD SPLICE: 1" DIA x 3" A325 BOLTS & NUTS

TOP CHORD SPLICE: 1" DIA x 3" A325 BOLTS & NUTS

RE-ASSEMBLY MUST USE NEW BOLTS AS FOLLOWS:

2. TRANSPORT EXISTING TRUSS (BRIDGE NO. 91328-B) FROM COUNTY YARD TO SITE (0.5 MILES).

1. ADD 2" AC OVERLAY ON BRIDGE STEEL DECKING

5. FOR CLEANING AND REPAINTING OF THE TRUSS BRIDGE SEE SPECIFICATIONS

AND ITS SUPPORTS AND (E) GOLF CART PATH SEE SHEET AC-02

4. FOR TCE/TWA FOR DEMOLITION/REMOVAL OF THE (E) GOLF CART BRIDGE

PERFORMANCE AND INTEGERITY OF THE TRUSS BRIDGE

(AS NEEDED) DAMAGE OR DEFICIENCIES THAT MAY AFFECT THE STRUCTURAL

(NO. 91328-B), CORPS AND THE CONTRACTOR SHALL INSPECT AND REPAIR

3. PRIOR TO TRANSPORT AND INSTALLTION OF OWNER-SUPPLIED TRUSS BRIDGE

REPRESENTATIVE

SYSTEM IN-KIND TO THE SATISFACTION OF OWNGREEN RIVER GOLF CLUB'S

AND SHALL RESTORE THE LANDSCAPE AND REPAIR THE IRRIGATION

PRIOR TO CONSTRUCTION AND SUBMIT THE INFORMATION TO THE CORPS,

TO THE EXISTING GOLF COURSE TURFGRASS AND IRRIGATION SYSTEM

2. CONTRACTOR SHALL DOCUMENT ANY CONSTRUCTION IMPACTS

OFFSITE BY THE CONTRACTOR

1. ALL DEMOLITION MATERIAL SHALL BE REMOVED/DISPOSED

REQUIRED TO CROSS THE RAILROAD'S AT-GRADE CROSSING AT ALL TIMES

4. CONTRACTOR SHALL COORDINATE DIRECTLY W/ BNSF TO OBTAIN PERMITS

DURING CLOSURE OF THE NORTH SIDE OF THE GOLF COURSE

3. CONSTRUCTION OF (N) TRUSS BRIDGE AND DEMO OF (E) BRIDGE SHALL OCCUR

VEHICLE LIVE LOAD: AASHTO H10 (20,0000 LB)

LIVE LOAD: 90 PSF PEDESTRIAN

FUTURE DEAD LOAD: +1" AC OVERLAY (MAXIMUM 3" AC PAVMENT)

SEISMIC DESIGN: 0.5W (ULTIMATE)

2. LOADS:

FOR THE DESIGN OF PEDESTRIAN BRIDGES " DECEMBER 2009

1. DESIGN: FOR EXISTING PEDESTRIAN BRIDGE, AASHTO "LRFD GUIDE SPECIFICATIONS

EXCAVATION LIMITS. FOR CART PATH PLAN AND PROFILE, SEE SHEET AC-01

CONTRACTOR MAY USE TEMPORARY VERTICAL SHORING TO MINIMIZE

THIS SHEET SHOWS MAXIMUM LIMITS OF ABUTMENT EXCAVATION ONLY.

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C 32677

M. SHEIKH

SALAHUDDIN

1'-0"1'-0"

1'-0"1'-0"

(TYP)

5'-6"

(TYP)

5'-6"(TYP)

5'-6"

(TYP)

5'-6"

ASPH

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ALAN H. SU

C 66042

6/30/18 Exp.

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AD-1

A D .D

G N

N

1"=20'

0 20 20 40FT

SCALE: 1''= 20'

LIMIT LINE

GRADING

NOT TO SCALE

A

A

FLATTER

2:1 OR

FG

OG

MGS

10%

EP EP

CONSTRUCTION NOTES:

EXISTING ACCESS DRIVEWAY

(10')

ACCESS DRIVEWAY

EXISTING UTILITY

ACCESS DRIVEWAY

EXISTING

SECTION A-A

V .B

(L=125.00)

TCE LIMITS

'M

IN

OF KEY TRENCH

APPROXIMATE LIMITS

POINT

HINGE

LEGEND:

POTHOLE LOCATION

BORING LOCATION

NOTE:

1.

ON SHEET AD-4.

CONSTRUCT TERRACE DRAIN PER DETAIL

ON SHEET AD-4.

CONSTRUCT DOWN DRAIN PER DETAIL

5 6

6 CONSTRUCT RIPRAP PER DETAIL ON SHEET AD-4.

RIM 432.0'

RIM 416.6'

SEE SHEET AD-3 FOR DETAILS.

AND END ANCHOR ASSEMBLY (TYPE SFT).

ALTERNATIVE FLARED TERMINAL SYSTEM

CONSTRUCT MGS TYPE 11B LAYOUT WITH

PER DETAIL ON SHEET AD-5.

CONSTRUCT BACKDRAIN SYSTEM

PER DETAIL ON SHEET AD-4.

CONSTRUCT DOWN DRAIN TO RIPRAP TRANSITION

(18')

S A N

B E R

N A R

D N

O

C O

U N

R

IV

E R S

ID

E

C O

U N

435.0'

RIM

LIMIT LINE

GRADING

435.0'

RIM

2:1 OR FLATTER

S A N

B E R

N A R

D N

O

C O

U N

U N

R

IV

E R S

ID

E

E 623,492.733

N 1,568,636.556

BEG MGS

E 623,369.891

N 1,568,642.483

BEG FLARED TERMINAL SYSTEM

END MGS

E 623,413.027

N 1,568,722.858

END DITCH

E 623,333.175

N 1,568,633.871

END FLARED TERMINAL SYSTEM

TCE/TWA LIMITS

TCE/TWA LIMITS

PROTECT-IN-PLACE

(431.38)

EXISTING AT&T VAULT

GRADING AND LAYOUT PLAN

SCALE: 1" = 20'

HP

MIN

3'-8"

HP

3'-8" MIN

TCE/TWA ACCESS ROAD

G R

A D

Y O

A N

A C

C E

IV

E W

U C

K

IL

T E

N S

IO

N

TO BE REMOVED

EXISTING K-RAIL

A S

U

D L

E E

A A

N D

E R

S O

N

A

A

BY OTHERS

TO BE REMOVED

EXISTING K-RAIL

D .L

ACCESS ROAD.

REMOVAL OF THE K-RAILS AT THE TOP OF THE SLOPE OF

CONTRACTOR TO COORDINATE WITH OCPW PRIOR TOB

R E

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