W912PL-17-R-0046_Drawings_7_BettermentOptions_Sheets.pdf

W 2P

L- -R -0

2P

L- -R -0

2P

L- -R -0

SCALE: 1" = 10'

0 20'10'

A

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

6" DI WATER LINE

8" DI WATER LINE

A C .D

G N

(E) TS 8x10 @ ENDS

VERTICALS (TYP)

(E) TS 6x6x…

HANDRAIL

(E) 1 • SQ

G E

N E

R

L

P

A N

A L

IS

O

C R

E E

K

B

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.

11+00 12+00

Exp.

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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

W 2P

L- -R -0

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

GEOTECHNICAL NOTES:

MAXIMUM LIMITS OF

(TYP) (TYP)

(SEE NOTE 5)

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 E

DEMOLITION/REMOVAL NOTES:

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

CONTRACTOR MAY USE TEMPORARY VERTICAL SHORING TO MINIMIZE

5. THIS SHEET SHOWS MAXIMUM LIMITS OF ABUTMENT EXCAVATION ONLY.

SUITABLE EXCAVATED MATERIAL WHEN USED IN COMPACTED FILL

4. THE CONTRACTOR IS RESPONSIBLE TO ACCOUNT FOR SHRINKAGE OF

METHOD 217

AND SAND EQUIVALENT IS TO BE DETERMINED BY CALIFORNIA TEST

THE SITE. EXPANSION INDEX IS TO BE DETERMINED BY ASTM D4829

SHOULD BE APPROVED BY THE COR PRIOR TO BEING PLACED AT

STABLE SUBGRADE WHEN COMPACTED. ALL PROPOSED IMPORT MATERIALS

NO. 200 SIEVE) SO AS TO BE RELATIVELY IMPERMEABLE AND RESULT IN A

MATERIALS SHOULD CONTAIN SUFFICIENT FINES (AT LEAST 12% PASSING

AND SAND EQUIVALENT SHALL BE GREATER THAN 20. THE IMPORTED

NONEXPANSIVE SOILS WITH AN EXPANSION INDEX OF LESS THAN 35

3. ANY REQUIRED IMPORT MATERIAL SHOULD CONSIST OF RELATIVELY

ABOVE OPTIMUM MOISTURE CONTENT

SOILS, THE MOISTURE CONTENT SHOULD BE BETWEEN 2% AND 4%

2% BELOW OR ABOVE OPTIMUM MOISTURE CONTENT. FOR CLAYEY FILL

FILL SOILS AT THE TIME OF COMPACTION SHOULD VARY NO MORE THAN

OBTAINABLE PER ASTM D1557. THE MOISTURE CONTENT OF THE SANDY

SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DENSITY

NOT MORE THAN EIGHT-INCHES-THICK AND COMPACTED. THE FILL

2. ANY REQUIRED FILL SHOULD BE PLACED IN LOOSE HORIZONTAL LIFTS

BE REMOVED AND DISPOSED OFFSITE BY THE CONTRACTOR

THE EXCAVATION. THESE UNSUITABLE MATERIALS SHOULD

BACKFILL MATERIALS WILL BE IDENTIFIED BY THE COR DURING

AND DEBRIS OR ORGANIC MATTER THAT CANNOT BE REUSED AS

1. UNSUITABLE MATERIALS SUCH AS TOPSOILS, EXPANSIVE SOILS

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

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1'-0"1'-0"

1'-0"1'-0"

(TYP)

5'-6"

(TYP)

5'-6"(TYP)

5'-6"

(TYP)

5'-6"

W 2P

L- -R -0

.4

.7

0 20'10'

NOTES:

S-3 AC-05

FOUNDATION PLAN

C C

C

FOOTING ELEV

BOTTOM OF

FOOTING ELEV

BOTTOM OF

C

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

SECTION

SECTION

2'-8" (MIN)

2%

1 1/2" GROUT

BRG ABUT 1 BRG ABUT 2

PLAN - BEARING ASSEMBLY

ABUTMENT 1 ABUTMENT 2

C ABUT BRG

C ABUT BRG

BOLTS

ANCHOR

FIXED END EXPANSION END

C

(TYP)

(E) BRIDGE

C

C

A B

O

ID

G E

S Y

M M

E T

R

IC

C

B

BB OR EB

SEE NOTE 1

2%

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE:

02 2 4FT

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

SCALE: 1" = 10'

432.75 434.22

DRAIN PIPE

(N) 4" DIA P.V.C.

ELEV 438.21 (ABUT 2)

ELEV 436.71 (ABUT 1)

TOP OF BENCH

BRIDGE

ALISO CREEK

11+93.9410+88.61

F L

O W

BRIDGE

ABUT BRG &

STA 10+89.41 AT

C

BRIDGE

ABUT BRG &

STA 11+93.44 AT

ABUT BRG

FG

FS

FS

SIDE VIEW

2.

1.

LEGEND:

(E)

(N)

(TOT 6)

(3) EA SIDE

FOR FIXED END

1 1/4" DIA A.B. (E)

ABUT BRG

EB ELEV 440.55 (ABUT 2)

BB ELEV 439.08 (ABUT 1)

N02°49'12"W

PLACES, EA ABUTMENT)

(E) LIFTING LUGS (TYP 6

SHEET AC-06

SEE DETAILS ON

FOR DRAINAGE,

FG

S T

A

.6

B B

S T

A

.9

E B

N

N

TO NEW SITE

EXISTING TO BE RELOCATED

NEW CONSTRUCTION

(TOT 4)

(2) EA SIDE

FOR SLOTTED HOLES

1" DIA A.B. (E)

BEFORE STARTING WORK.

FIELD VERIFIED BY CONTRACTOR

EXISTING DRAWINGS AND SHALL BE

FOOTING, BOLTS ARE BASED ON

DIMENSIONS FOR EXISTING BRIDGE,

TO PLACING CONCRETE.

BOTTOM OF FOOTING ELEVATION PRIOR

GRADED LEVEL ±O.02' FROM SPECIFIED

FOUNDATION SUB-GRADES SHALL BE

A C

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C 32677

M. SHEIKH

SALAHUDDIN

11+00

104'-4"

3'-6"

3'-6" 3'-6"

3'-6"

" 1

7'-0"

2'-8"

10" 1'-2"

2'-4"

3'-6" 3'-6"

8" 6"

BENCH

5'-0" 5'-0"

7'-0" 7'-0"

1'-2"

7'-0"

2'-4" 8" 2'-4"1'-8"

6"

2" 1'-0" 3"

2"1'-0"4"

7'-0"

W 2P

L- -R -0

S-4 AC-06

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE:

SCALE:1"=1'

1' 2'

CPLATE CONNECTION DETAIL

NO SCALE

L

GALV KICK PLATE

(E) 1/4" x 4" CONT

DLEVELING PLATE DETAIL

SCALE: 1" = 1'-0"

STEEL PLATE

(E) 1/4" GALV

C ABUT BRG

C ABUT BRG

E

SCALE: 1" = 1'-0"

SECTION E

SCALE: 1" = 1'-0"

SECTION

(SIMILAR)

C ABUT BRG

FIXED END EXPANSION END

C

CHORD

BOTTOM

C

1 1/4" DIA ANCHOR BOLTS

(3) 1 3/8" DIA HOLES FOR

C

BOLTS

FOR 1" DIA ANCHOR

(2) 1 1/8" DIA HOLES

BASE PLATES.

SLOT LOCATIONS IN (E) BRIDGE

TO MATCH ANCHOR BOLT HOLE AND

LOCATIONS IN (N) LEVELING PLATES

FIELD VERIFY ANCHOR BOLT HOLE

NOTE:

3/8" x 1'-3 1/2" x 1'-2"

(E) LEVELING PLATE

(E) 3/8" LEVELING PLATE

TOP OF (N) AC OVERLAY

NO SCALE

BACK WALL

DRAINAGE DETAILS

NO SCALE

NO SCALE

PLAN

NO SCALE

TPB

DETAIL WITH FOOTING

(E) ANCHOR BOLT

(N) DOUBLE HEX NUTS

(E) J-BOLTS

DRAIN

(N) GEOCOMPOSITE

(E) ABUTMENT/WALL

BACKFACE OF

WRAP AROUND

(N) FILTER FABRIC

MEMBER

(E) VERT TRUSS

DRAIN

(N) 4" DIA

OF (E) ABUTMENT

BACKFACE

DRAIN

(N) GEOCOMPOSITE

CONNECTION

(N) TEE

PLASTIC PIPE

(N) 3" DIA UNSLOTTED

WALL

BACK OF (E) ABUT

DRAIN

(N) GEOCOMPOSITE

(N) FILTER FABRIC

PLASTIC PIPE

(N) 3" DIA. SLOTTED

DRAIN

(N) 4" DIA

FOOTING

TOP OF (E) ABUT

LEGEND:

(E)

(N)

DETAIL

LEGEND:

EXP. JOINT FILLER

NO SCALE

DETAIL 4

AC PAVING

PLANS

PER CIVIL

AC PAVING

BENT P (4 SIDES)

(LLH) GALV CLOSURE

(E) 2" x 2" x 1/4"

FLOW

FLOW

TO NEW SITE

EXISTING TO BE RELOCATED

NEW CONSTRUCTION

AC

A C

D G

N A

B U

T M

E

T A

IL

S

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ID

G E

JOINT SEALANT

THE TOP 2" SHOULD BE FILLED WITH

SHOULD BE A TIGHT FIT IN THE GAP

THE EXPANSION JOINT MATERIAL

THE LENGTH OF THE BACKWALL.

MATERIAL IN THE GAP, ALONG

EXPANSION JOINT FILLER

POSSIBLE

AS FAR DOWN THE WALL AS

INSIDE FACE OF BACKWALL,

PLACE ADHESIVE ON

3/8" x 1'-4 1/2" x 11"

(E) LEVELING PLATE

SLOPE PIPE TOWARDS WEST FOR ABUT 2

SLOPE PIPE TOWARDS EAST FOR ABUT 1

NOTE:

ENDS

CAP

(SEE NOTE)

FOR LOCATION OF DRAINS)

(SEE SECTION "A" ON SHEET AC-05

(N) 3" DIA SLOTTED PLASTIC PIPE (1% SLOPE)

SHEET AC-07

PAD SEE DETAIL ON

(N) NEOPRENE BEARING

Exp.

No.

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T R I C

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C O

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M B

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IN

T L .C o n e (9

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S a n ta A n a

C A u tt o n C e n tr e D r, S te

C .C

H O

D .M

O O

N

B .M

I E

L K

E

12/31/17

C 32677

M. SHEIKH

SALAHUDDIN

"2 14 8" 8" "2

3"

"2 11'-3

4"

"2 11'-4

3…" min

1'-2" 4"

2"

W 2P

L- -R -0

S-5 AC-07

SCALE: 3/4" = 1'-0"

ELEVATION - BEARING ASSEMBLY

(TYP)

(E) PORTAL VERTICAL

(TYP)

(E) BOTTOM CHORD

ABUTMENT 1 ABUTMENT 2

(TYP)

PLATE

(E) BASE

EXPANSION ENDFIXED END

C ABUT BRG

C ABUT BRG

TEFLON DETAIL

NO SCALE

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE:

02 2 4FT

01 1 2FT

SCALE: 3/4" = 1'-0"

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

(TYP)

BASE PLATE

GROUT @ (E)

NON-SHRINK

(E) BASE PLATE

TIGHTEN BOTH NUTS

(1) (N) WASHER EACH.

w/ (2) (N) NUTS &

ANCHOR BOLTS

(3) (E) 1 1/4" DIA

(TYP)

ABUTMENT

(E) CONC

LEGEND:

(E)

(N)

"2

SCALE: 1" = 1'-0"

TRUSS MEMBERS

(E) STEEL BRIDGE

TRUSS MEMBERS

(E) STEEL BRIDGE

BWATER PIPE SUPPORT

(N) AC OVERLAY

3-6

3-6

3/16

3/16

TO NEW SITE

EXISTING TO BE RELOCATED

NEW CONSTRUCTION

AC

AC-03

WATER LINE

(N) 6" DIA DI

WATER LINE

(N) 8" DIA DI

A C .D

G N

M

IS

C E

L L

A N

E O

T A

IL

S

A L

E

ID

G E

MEMBER OF TRUSS

PLACE ON EACH VERTICAL

(FIG. B3067)

BRACKET - HEAVY DUTY

(N) COOPER B-LINE WELDED

(B3248)

W/ †" COPPER B-LINE FLAT WASHER

(B3188)

U-BOLT WITH 4 HEX NUTS

(N) COOPER B-LINE STANDARD

(B3248)

W/ †" COPPER B-LINE FLAT WASHER

(B3188) (FINGER TIGHTEN NUTS)

U-BOLT WITH 4 HEX NUTS

(N) COOPER B-LINE STANDARD

AT ENDS

MIN 3" WELD

(E) BRIDGE BASE PLATE (TYP)

PLATE TACK WELDED TO

BONDED TO (N) 10 GA COR-TEN

(N) 1'-3 1/2" x 10" x 3/32" NEOPRENE

INSTALLATION.

THEN DAMAGE THREADS AFTER

EA. NUT TO BE FINGER TIGHTENED,

(1) (N) HEX NUT & (1) (N) WASHER (SEE NOTE)

(2) (E) 1" DIA ANCHOR BOLTS w/

TO COVER SLOTTED HOLE (FIELD VERIFY)

5/16" THK WASHER OR CONT. BAR

NOTE:

2. ALL PIPES SUPPORTS AND ACCESSORIES SHALL BE HOT DIPPED GALVANIZED

WITH APPROVED EQUAL PRODUCTS.

1. COOPER B-LINE PIPE SUPPORTS MAY BE SUBSTITUTED

NOTE:

NEOPRENE

QUANTITIES

LS1BRIDGE CONSTRUCTION

CY62STRUCTURE BACKFILL

CY70STRUCTURE EXCAVATION

EA10PIPE SUPPORTS

LF1998" PVC IRRIGATION PIPE

LF1726" PVC IRRIGATION PIPE

LF908" DUCTILE - IRON PIPE

LF876" DUCTILE - IRON PIPE

CY1,506BRIDGE ABUTMENT EXCAVATION

TON17AGGREGRATE BASE (CLASS 2)

TON20AC PAVEMENT

CY690IMPORT MATERIAL

CY193EXPORT UNSUITABLE MATERIALS (12")

CY2,052COMPACTED FILL

CY97OVER-EXCAVATION (6")

LF1,800TEMPORARY FENCING

LS1DEMOLITION (EXISTING BRIDGE)

LS1CLEAR AND REMOVE OBSTRUCTIONS

Exp.

No.

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T L .C o n e (9

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S a n ta A n a

C A u tt o n C e n tr e D r, S te

C .C

H O

D .M

O O

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I E

L K

E

12/31/17

C 32677

M. SHEIKH

SALAHUDDIN

1/2"±

1'-4 1/2"±

24"

1/2"±

W 2P

L- -R -0

2P

L- -R -0

8 I 7

D c

A

8 I 7

I 6 I 5 VALUE ENGINHRING PAYS

PROJECT NO.

DATI:ST.t.R'T'ED

DATE ANISHED

lllUUER

TYPEOFORIC...1. RJG

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GEOTECHNICAL DESCRIPTION

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11.SY.~No..200

--------------------- 11.4 1178 6.4%pauingNo. 200~

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Seo le: AS SHOWN

SHEET

AC-08

D c

2P

L- -R -0

2P

L- -R -0

Exp.

No.

AI

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VALUE ENGINEERING PAYS

D E

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N

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A

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A L

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S Y

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$date$Plot Date:

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C

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N I

A

B N

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D

O T

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N

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A N

N E

L

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A

N

V

I

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P A

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P .E

C O

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G I N

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A R

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IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

12/31/17

C 75150

LEE

DA-CHENG

N

400FT 0

SOUTH OF BRIDGE

ACCESS ROUTE TO

HAUL ROUTE

STORAGE YARD

GOLF COURSE

ALISO CREEK BRIDGE HAUL ROUTE

N

200 0100 200 100FT 502550

NORTHING

2,267,801.06

2,267,805.51

2,268,056.02

2,268,052.11 6,131,042.99

EASTING

6,130,888.57

6,130,880.03

6,131,055.48

AC-T01

T2

T1

T4

T3

T#

T1

T2

T3

T4

TCE COORDINATES

AC-02 FOR

SEE SHEET

SEE NOTE 2 ON SHEET AC-01

TCE/TWA COORDINATES

CROSSING)

(ALISO CREEK DIP

NORTH OF BRIDGE

ACCESS ROUTE TO

APPROVAL.

TRAFFIC SUBJECT TO COR

CONSTRUCTION EQUIPMENT

CREEK DIP CROSSING FOR

MODIFY, EXISTING ALISO

MAINTAIN, BUT SHALL NOT

NOTE: CONTRACTOR SHALL

CROSSING

BNSF RAILROAD

A C

T

D

G N

H A

U

E

T W

A A

L

E

ID

G E

FOR STAGING AREA

ADDITIONAL TCE/TWA

D L

E E

D L

E E

A A

N D

E R

S O

N

W 2P

L- -R -0

DCLee Stamp

2P

L- -R -0

2.

3.

GENERAL NOTES:

PROJECTION, ZONE 6.

COORDINATES ARE BASED ON CALIFORNIA LAMBERT1.

4.

BY THE CONTRACTING OFFICER REPRESENTATIVE.

SURVEY CONTROL POINTS SHOWN WILL BE VERIFIED

FROM AERIAL SURVEY DATED DECEMBER 6, 2006.

TOPOGRAPHIC MAP OF THE PROJECT IS DEVELOPED

1927 AND THE VERTICAL DATUM IS NGVD OF 1929.

IN DEC. 2006. THE HORIZONTAL DATUM IS NAD

PERFORMED BY JOHNSON FRANK AND ASSOCIATES

ESTABLISHED FOR AN AERIAL SURVEY

SURVEY CONTROL POINTS 200605-200606 WERE

200606

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N

D R

A

C H

E C

K

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R I P

T I O

N S

R E

V I S I O

N S

D I S

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_DATE_Plot Date:

R I

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C

A L I F

O R

N I

A

B N

I L

R O

I

D

O T

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T I

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L O

W

N

V

A N

N E

L

R

E A

A

N

V

I

N S

T E

M

P A

D E

R W

O O

D

P .E

C O

R

G I N

E E

R S

L

G E

L E

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U .S

A R

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S

T R I C

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IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

ALAN H. SU

C 66042

6/30/18

AS SHOWN

T .D

G N

A

T-2

N

GREEN

RIV

ER

ROAD

S

AN

T A

AN

A

R

IV

ER

FOR LOW FLOW

BOUNDARIES

APPROX.

GOLF COURSE

GREEN RIVER

BUILDING

CLUB HOUSE

GOLF COURSE

ACCESS ONLY

FOR PRIVATE

ACCESS DRIVEWAY

GOLF COURSE

T1

T2

T3

T4

T5

T6

T7

T8

T9

623,483.30 1,568,969.01

623,519.26 1,568,683.03

623,499.11 1,568,606.88

623,422.94 1,568,620.79

623,387.15 1,568,614.61

POINT NO. NORTHING EASTING

BRASS ROD AND CAP

200605

623,297.00 1,568,903.44

1,568,886.67

1,568,938.36

623,345.08

623,362.12

630.61

200606

200605 622,334.39

624,133.81

1,568,315.39

1,568,092.64

NORTHING EASTING ELEVATION DESCRIPTIONNUMBER

511.90

LOCAL SURVEY CONTROL MONUMENTS

STATE

ROUTE

T1

T2

T3

T4

T5

T6

T7

T8

T9

RAMP

ACCESS

UTILITY

623,354.84 1,568,612.50

BRIDGE

EXIST.

F L O

N 622,500

N 623,500

GENERAL PLAN

AREA

STOCKPILE

STAGING/

CONTRACTOR'S

EXTENSION

FILL

OF KNUCKLE

APPROX. TOE

200605

CONTROL POINT

LOCATION OF SURVEY

LEGEND

0 100 100 200FT

SCALE: 1''= 100'

T C

E

T

IM

IT

S

A C

C E

IV

E W

U C

K

IL

X

T E

N S

IO

N

COPPER WELD ROD

EXIST. PAVEMENT

IS ALONG THE EDGE OF

TCE/TWA ACCESS ROAD

OF EXIST. PAVEMENT

IS ALONG THE EDGE

TCE/TWA ACCESS ROAD

OF EXIST. PAVEMENT

IS ALONG THE EDGE

TCE/TWA ACCESS ROAD

TEMPORARY WORK AREA

TEMPORARY CONSTRUCTION EASEMENT/

COORDINATES FOR

TWA-TEMPORARY WORK AREA

TCE-TEMPORARY CONSTRUCTION EASEMENT

ABBREVIATIONS:

TABLE HEREON)

TCE/TWA (SEE

LIMIT OF

Exp.

No.

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QUANTITIES

SWPPP

EXTERIOR PLANTS

SEEDING

IRRIGATION SPRINKLER SYSTEMS

LANDSCAPE ESTABLISHMENT-90 WORKING DAYS

CLASS II PERMEABLE MATERIAL

MIRAFI 140N FILTER FABRIC OR APPROVED EQUIVALENT

STRAINER GRATE

6" NON-PERFORATED PIPE

6" PERFORATED PIPE

RIPRAP

TERRACE DRAIN AND DOWN DRAIN

MISCELLANEOUS CAST-IN-PLACE CONCRETE

END ANCHOR ASSEMBLY (TYPE SFT)

ALTERNATIVE FLARED TERMINAL SYSTEM

MIDWEST GUARDRAIL SYSTEM

IMPORT MATERIAL

EXPORT UNSUITABLE MATERIALS (12")

COMPACTED FILL

OVER-EXCAVATION (6")

CLEAR SITE AND REMOVE OBSTRUCTIONS

1,133

2,318

2,483

LS

LS

LS

LS

LS

CY

SQFT

EA

LF

LF

CY

LF

CY

EA

EA

LF

CY

CY

CY

CY

LS

W 2P

L- -R -0

ASPH

IC

V

IC

V

0 4

0 4

5 4 0 4 5 4

ALAN H. SU

C 66042

6/30/18 Exp.

No.

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IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

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

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

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IV

E R S

ID

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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

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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

2.

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

ACCESS ROAD.

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

CONTRACTOR TO COORDINATE WITH OCPW PRIOR TO

(DATED 2015).

STANDARD PLANS (DATED 2015) AND SPECIFICATION

DEPARTMENT OF TRANSPORTATION (CALTRANS)

BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA

ALL WORK DETAILED ON THESE DRAWINGS SHALL

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EXISTING K-RAIL

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455455

440440

9+00 10+00 11+00 12+00

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E L .1

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.8

S = -0.010 S = -0.010 S = -0.013

.0

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ALAN H. SU

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C

N

CONSTRUCTION NOTES:

NOTES:

ABBREVIATIONS

HORIZ. SCALE: 1 IN.=20 FT.

VERT. SCALE: 1 IN.=4 FT.

NOT TO SCALE

COUNTY OF RIVERSIDE

COUNTY OF SAN BERNARDNO

AT CONTROL LINE

FINISH GRADE

#4@12" EA WAY

C L

R

1'-6"

(TYP)

3"

AT&T VAULT

EXISTING

UTILITY PROTECTION DETAIL

AT&T 12-MCD

EXISTING

AT&T 12-MCD

EXISTING

6'-0"

(TYP)

2'-0"

LINE PROTECTION

AT&T UTILITY

NOT TO SCALE

NOT TO SCALE

UTILITY PROTECTION EXCAVATION DETAIL

UTILITY PROTECTION BACKFILL DETAIL

PROTECT-IN-PLACE

EXISTING AT&T DUCT BANK

OG

FG

OG

EXCAVATION

COMPACTED FILL

1:1

1:1

1:1

1:1

PROTECTION

PROPOSED UTILITY

DUCT BANK

EXISTING AT&T

APPROVED EQUIVALENT

4" ETHAFOAM 150 OR

0 4 4 8FT

VERT. SCALE: 1''= 4'

0 20 20 40FT

HORIZ. SCALE: 1''= 20'

SLAB

9" CONCRETE

4" ETHAFOAM

BUTTRESS FILL SLOPE

DAYLIGHT OF PROPOSED

PER DETAIL ON THIS SHEET.

CONSTRUCT AT&T UTILITY LINE PROTECTION

MGS

MGS

MGS

AT&T 12-MCD

EXISTING

AT&T 12-MCD

EXISTING

TYP

N

MCD

MGS

EA

E

CLR

BEG

AT&T

AP

TYPICAL

NORTHING

MULTIPLE CONCRETE DUCT

MIDWEST GUARDRAIL SYSTEM

EACH

EASTING

CLEAR

BEGIN

AMERICAN TELEPHONE AND TELEGRAPH

ANGLE POINT

U T

IL

IT

O F

IL

E

A C

C E

IV

E W

U C

K

T E

N S

IO

N

FOR A MINIMUM OF 5 DAYS PRIOR TO BACKFILLING.

NOTE: CONCRETE SLAB SHALL BE ALLOWED TO CURE

24"

SEE NOTE 2

MATERIALS EXCAVATION

1' UNSUITABLE

4.

3.

2.

1.

PRIOR TO DISTURBANCE OVER EXISTING AT&T DUCTBANK.

CONTRACTOR TO COORDINATE WITH AT&T SUBWAY INSPECTOR

SPECIFICATIONS FOR THIS PROJECT.

EARTHWORK SHALL BE IN ACCORDANCE WITH EARTHWORK

MATERIALS TO REMOVE DEBRIS AND UNSUITABLE MATERIALS.

BY EXCAVATING AND REMOVING THE UPPER 1' OF THE EXISTING

THE FOOTPRINT AREA OF THE PROJECT SITE SHALL BE CLEANED

THIS PLAN APPROVED FOR UTILITY INFORMATION ONLY.

E 1,568,676.947

N 623,346.469

10+06.37

BEG UTILITY PROTECTION

E 1,568,708.002

N 623,458.937

11+22.88

END UTILITY PROTECTION

E 1,568,695.309

N 623,410.942

10+73.23

AP

E 1,568,683.809

N 623,370.563

10+31.16

AP

ACCESS DRIVEWAY

EXISTING UTILITY

FG

AT CONTROL LINE

EXISTING GROUND

EXISTING AT&T VAULT

EXIST. AT&T 12-MCD LINE PROFILE

PLAN

SCALE: 1"=20'

EXCAVATION

UNSUITABLE MATERIALS

1'

KEY TRENCH

SEE AD-5

BACKDRAIN SYSTEM

SEE AD-5

BACKDRAIN SYSTEM

SEE AD-5

BACKDRAIN SYSTEM

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#4 @ 18"

3-#4

6"

24"

DITCH

DITCH REINFORCEMENT PER GRADING PLAN

T H

K

NOTE:

THE CUTOFF WALL SHALL BE EXTENDED TO THE DEPTH OF THE RIPRAP APRON.

1:1

1:1

TOP OF DITCH

DITCH FL

RIPRAP

CONC CUTOFF WALL

10'

10'

2'-0" MIN

POINT PER PLAN

END DITCH

POINT PER PLAN

END DITCH

1.

DITCH PER GRADING PLAN

TRANSITION

TRANSITION

3'

3'

SEE 1/4 TON RIPRAP DETAIL ON SHEET AD-4

PLAN VIEW

NOT TO SCALE

SECTION A-A

DITCH TO RIPRAP TRANSITION

GRADATION PER TABLE HEREON

UNGROUTED RIPRAP

1/4 TON ROCK GRADATION TABLE

WEIGHT

1800#

0 - 10

10 - 50

PERCENT LARGER THAN

200 85 - 100

PER SPECIFICATIONS

6" GRAVEL BLANKET, GRADATION

SPECIFICATIONS

GEOTEXTILE FILTER FABRIC PER

3'

‚TON RIPRAP DETAIL

4"

PLAN 1321

PER OCPW STD

DOWN DRAIN ANCHOR

.5

3' MIN

CENTERED

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2P

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Signature

Renewal Date

Date o.

C A

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L. JOH

N

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01-31-18

06-01-17

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1"=20'

0 20 20 40FT

SCALE: 1''= 20'

EXISTING ACCESS DRIVEWAY

ACCESS DRIVEWAY

EXISTING UTILITY

EXISTING AT&T VAULT

TCE (REVISED)

CART PATH

EXISTING

W-1

W-15

C

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1" TREES

STA. 15+50 (APPROXIMATE)

VALVE LOCATED

IR

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1 1/2"

3/4"

3/4"

1"

1"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

2"

AD-6

A D .D

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3/4"

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51W-16

1"

1"

1 1/2"

1 1/2"

1 1/2"

C O

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IN

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1"

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DRIP ZONE

2"

IRRIGATION PLAN

2. FOR IRRIGATION SYMBOLS AND LEGEND, SEE SHEET AD-8.

FROM EXIST SYSTEM TO DT35 HEADS.

1. INSTALL CONTROL AND NEUTRAL CONDUCTORS

NOTE:

C .J

O H

N S

O N

C .J

O H

N S

O N

C .J

O H

N S

O N

W 2P

L- -R -0

H VALVE GROUPING

ROTOR POP-UP SPRINKLER

J TREE BUBBLER

PLANT MATERIAL

1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM.

MODEL T-12

(LENGTH AS REQUIRED)

PVC SCH 80 NIPPLE

FINISH GRADE

PVC LATERAL PIPE

PVC SCH 40 TEE OR ELL

PVC SCH 40 STREET ELL

PVC SCH 40 ELL

ROTOR POP-UP SPRINKLER:

RAIN BIRD T-BIRD

B

NOTE:

7 8 6

4 8

-C

STEM. BUBBLERS SHALL NOT BE INSTALLED ON DOWN HILL SIDE OF PLANT STEM.

NOTE: BUBBLERS TO BE INSTALLED AT SAME ELEVATION AND ON UP HILL SIDE OF PLANT

97 8

UV RADIATION RESISTANT

NDS #60S ROUND GRATE

1/2 INCH PVC SCH 80 NIPPLE

PVC LATERAL PIPE

SWING PIPE, 12-INCH LENGTH:

RAIN BIRD MODEL SP-100

0.490-INCH BARB ELBOW:

1/2-INCH FEMALE NPT x

RAIN BIRD MODEL SBFE-050

x .490-INCH BARB ELBOW:

(LENGTH AS REQUIRED)

1/2-INCH MALE NPT

RAIN BIRD MODEL SBE-050

PVC SCH 40 TEE OR ELL

FULL CIRCLE BUBBLER:

PRESSURE COMPENSATING

RAIN BIRD 1400

3" MIN

1"

FINISH GRADE2

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INSTALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH.

DEPTHS SHOWN ARE FOR IN GROUND INSTALLATIONS. ON STRUCTURE

6"

UNDISTURBED SOIL

TAPE CONTROL WIRES TO MAINLINE

10 FEET ON CENTER

CONTROL WIRES

MAINLINE AND

LATERAL LINES

12"

BACKFILL

FINISHED GRADE

CLEAN COMPACTED

IP

E

TAPES

(2) WARNING

18" PEDESTRIAN

36" VEHICLE

UNDISTURBED SOIL

IN SCH 40 SLEEVES

10 FEET ON CENTER

SCH 80 FOR VEHICLE

SCH. 40 FOR PEDESTRIAN

LATERAL LINE IN SLEEVE

TAPE CONTROL WIRES TO MAINLINE

MAINLINE SLEEVE SCH 80 UNDER VEHICLE PAVING

MAINLINE SLEEVE SCH 40 UNDER PEDESTRIAN PAVING

CONTROL WIRES

36" VEHICLE

12" PEDESTRIAN

6"

TAPES

(2) WARNING

PAVING, BY OTHERS

CLEAN COMPACTED

BACKFILL

DEPTH AS SHOWN UNLESS OTHERWISE NOTED ON PLAN

P

F SLEEVE INSTALLATION E PIPE INSTALLATION

I BALL VALVE G WIRE CONNECTION

D REMOTE CONTROL VALVE

A POP-UP SPRINKLERC QUICK COUPLER VALVE

INSTALLATION AT MAIN LINE DEPTH.

EDGE. HEAT BRAND "BV" ONTO LID.

FINISHED GRADE IN TURF AREAS

BALL VALVE, SEE LEGEND FOR SPECIFICATION

PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN

COVER, USE STAINLESS BOLT, NUT, AND WASHER.

BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE

INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE

BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE

INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX.

B

FLOW

2" MIN.

SECTION VIEW - N.T.S.NOTE:

4" MIN.

3"

PRESSURE SUPPLY LINE

BRICK SUPPORTS

DEPTH AS PER SPECS.

3/4" ROCK, 2 CUBIC FT.

LANDSCAPE FABRIC

PVC MALE ADAPTER

BRASS NIPPLE

BRASS UNION

FINISHED GRADE IN SHRUB AREAS

WITH RECOMMENDED TOOL

CRIMP COPPER SLEEVE INSTALLED

STRIP AND TWIST WIRES FOR PROPER

CONNECTOR INSERT

CONNECTION

OUTER CASE OF CONNECTOR

LOW VOLTAGE WIRES, 3 MAXIMUM

14"X19" RECTANGULAR VALVE BOX TYP.

12"

COLLAPSE AND DEFORMATION OF VALVE BOXES.

4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT

3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA

NOTE:

12"

QUICK COUPLING VALVE BOX, TYP.

WHERE POSSIBLE.

VALVE.

12"

1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING

W 2P

L- -R -0

TI-8 BRASS GATE VALVE - LINE SIZENIBCO OR EQUAL

L DRIP EMITTER INSTALLATION

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IRRIGATION NOTES

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AD-8

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NOT SHOWN

5/8" DISTRIBUTION DRIP TUBING, WITH COMPRESSION FITTINGS

- 2.0 15-50 (2) PER SHRUB

TO THE SATISFACTION OF GRGC'S REPRESENTATIVE.

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

11. EXISTING LANDSCAPE AREAS LOCATED OUTSIDE THE LIMIT OF WORK AND DAMAGED BY THE

GRGC'S REPRESENTATIVE.

OR GROUND COVERS SHALL BE REPLANTED OR RESEEDED IN KIND TO THE SATISFACTION OF

REESTABLISHED TO PROVIDE A SEAMLESS REPAIR. AREAS TRENCHED THROUGH EXISTING TURF

BE REPAIRED SHALL BE CUT IN SMOOTH, CLEAN LINES AND ARCS, FINISHED GRADES WILL BE

OR PLANTED PER PLAN. EDGES BETWEEN EXISTING HEALTHY TURF TO REMAIN AND AREAS TO

10. EXISTING TURF DAMAGED BY CONSTRUCTION SHALL BE REMOVED AND THE AREAS SEEDED

AND PERFORM WORK REQUIRED TO ADJUST COVERAGE.

PAVED AREAS AND TO MINIMIZE RUNOFF. THE CONTRACTOR SHALL FURNISH ALL MATERIALS

ADEQUATE COVERAGE OF THE PLANTING AREAS, WITHOUT OVERSPRAY TO STRUCTURES OR

CONTRACT ENGINEER, SHALL PERFORM A COVERAGE TEST TO ENSURE COMPLETE AND

9. ONCE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE

HAS BEEN INSPECTED, TESTED AND ACCEPTED BY THE CONTRACT ENGINEER.

CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THIS WORK TO BE COVERED UNTIL IT

REPAIRED UNTIL PRESSURE TEST RESULTS SPECIFIED IN THESE NOTES IS ACHIEVED. THE

LATERALS SHALL BE TESTED AT DESIGN PRESSURE FOR ONE HOUR. LEAKS SHALL BE

CAPPED AND PRESSURE TESTED AT 150 PSI FOR A PERIOD OF ONE HOUR. IRRIGATION

8. PRIOR TO BACKFILLING IRRIGATION TRENCHES, NEW OR EXTENDED MAINLINES SHALL BE

FOR THE LANDSCAPE AREA AND TO ELIMINATE OVERSPRAY TO WALKS, ROADWAYS AND WALLS.

OF EXISTING HEADS AND SHALL ADJUST LOCATION OF EITHER TO PROVIDE FULL COVERAGE

7. PRIOR TO LAYING OUT PROPOSED IRRIGATION HEADS, CONTRACTOR SHALL REVIEW LOCATION

HEADS SHALL BE CONSIDERED AS MAIN SUPPLY LINES.

WHEREVER PRACTICAL. FOR PURPOSES OF BIDDING, LATERAL LINES FOR TYPE DT35 ROTOR

VALVES WITH EXISTING CONTROLLER(S). CONDUCTORS SHALL FOLLOW MAIN SUPPLY LINES

6. PROVIDE, INSTALL AND CONNECT CONDUCTORS, AS NEEDED TO ACTIVATE REMOTE CONTROL

IN COMPLIANCE WITH APPLICABLE IRRIGATION CODES.

INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND DETAILS, THESE IRRIGATION NOTES AND

EQUIPMENT SHALL MATCH EXISTING BY MANUFACTURER AND MODEL. EQUIPMENT SHALL BE

WHERE IT WILL BE READILY ACCESSIBLE FOR MAINTENANCE, YET INCONSPICUOUS. REPLACEMENT

LOCATE VALVES AND MAINLINE IN SHRUB AREAS, WHEREVER PRACTICAL. LOCATE EQUIPMENT

CONSTRUCT A COMPLETE AND OPERABLE IRRIGATION SYSTEM FOR THE LANDSCAPE AREA.

5. CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS AND LABOR NECESSARY TO

MARKING POINTS WHERE RECONNECTIONS WILL BE MADE.

REMOVE EXISTING IRRIGATION EQUIPMENT WITHIN LIMIT OF WORK, CAPPING AS NEEDED AND

4. CONTRACTOR SHALL CLEARLY MARK EXISTING IRRIGATION EQUIPMENT SHOWN TO REMAIN AND

THE EXISTING SYSTEM.

PERFORM NECESSARY SERVICES AND PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO CAP

AND/OR RELOCATED. CONTRACTOR SHALL BE PRESENT DURING GRADING OPERATIONS TO

3. PRIOR TO DEMOLITION AND GRADING, CONTRACTOR SHALL IDENTIFY ITEMS TO BE REMOVED

COURSE MAINTENANCE REPRESENTATIVE.

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

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

2. CONTRACTOR SHALL MAINTAIN WATER SUPPLY CONNECTIVITY TO SYSTEM FACILITIES

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

AT THE PROJECT SITE TO LOCATE EXISTING IRRIGATION POINT OF CONNECTION, VALVES,

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

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TYPE DT35 Typ

K SPRINKLER INSTALLATION AND CONTROL WIRE ROUTING

W-1

2"

IRRIGATION LEGEND

E

EXISTING IRRIGATION VALVE TO REMAIN

CUT AND CAP EXISTING PIPES

RAINBIRD OR EQUAL PEB-OPRS REMOTE CONTROL VALVE- SIZE AS SHOWN

WATTS OR EQUAL FBV BRASS BALL VALVE- LINE SIZE

RAINBIRD OR EQUAL 44LRC QUICK COUPLER VALVE

CL315 PRESSURIZED PVC MAINLINE- SIZE AS SHOWN

SCH 40 PVC LATERAL LINE- SIZE AS SHOWN

SCH 40 PVC MAINLINE- SIZE AS SHOWN

SCH 40 PVC LATERAL LINE FOR TREES- SIZE AS SHOWN

EXISTING ELECTRICAL PULLBOX TO REMAIN - 120 V. SERVICE.

VALVE NO.

EXISTING SLEEVE TO REMAIN

SYMBOL DESCRIPTION RADIUS GPM PSI NOTE DETAIL

HUNTER OR EQUAL ROTOR SPRINKLER I-25-ADS-10 52' 10.1 50 B/AD-8

TO REMAIN

EXISTING

CONNECT TO EXISTING IRRIGATION SYSTEM

D/AD-8

I/AD-8

C/AD-8

D/AD-8

F/AD-8

E/AD-8

E/AD-8

E/AD-8

TORO OR EQUAL ROTOR SPRINKLER DT35-06-33-6 64' 24.4 65 K/AD-9

RAINBIRD OR EQUAL 1402 FULL CIRCLE BUBBLER - 0.5 30 (2) PER TREE J/AD-8

NOT SHOWNNOT SHOWN CONTROL AND NEUTRAL CONDUCTORS, PER SPECIFICATIONS

GPM

SIZE

RAIN BIRD XERI-BUG EMITTER XB-20PC, 2 GPH, 2 PER SHRUB

RAINBIRD OR EQUAL XCZ-100-PRB-MC COMMERCIAL CONTROL ZONE KIT, WITH QKCHK-200M

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1"=20'

0 20 20 40FT

SCALE: 1''= 20'

EXISTING ACCESS DRIVEWAY

ACCESS DRIVEWAY

EXISTING UTILITY

EXISTING AT&T VAULT

TCE (REV

ISED)

CART PATH

EXISTING

+0

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EXISTING TREES

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PLANTING PLAN

NOTE:

2. SEE SHEET AD-11 FOR PLANT LEGEND.

GRGC'S REPRESENTATIVE PRIOR TO INSTALLATION.

1. FINAL LOCATIONS FOR TREE PLACEMENT MUST BE APPROVED BY C

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FG

1•" X 1" X 12"

WOODEN STAKE

COMPOSITE BENDERBOARD EDGING

EDGING

BENDER BOARD

OR WHERE TREATMENT ENDS.

STAGGERED A MINIMUM OF 12", EXCEPT WHERE SHARP CORNERS ARE FORMED

ENDS OF INDIVIDUAL PLANKING LAYERS WITHIN THE EDGING SHALL BE

STAKES SHALL BE PLACED NO GREATER THAN 3' O.C.

PLACED ALTERNATELY ALONG STRAIGHT SEGMENTS.

SIDES OF EDGING AT ENDS AND ALONG CURVED SEGMENTS. STAKES MAY BE

DRIVE STAKES FIRMLY INTO SOIL AND TO THE TOP OF EDGING ON OPPOSING

WOODEN STAKES SHALL BE USED TO SECURE EDGING TO THE DESIRED SHAPE.

EDGING SHALL BE BURIED A MINIMUM OF 3" BELOW FINISH GRADE (FG).

BETWEEN DISTINCT AREAS WITHIN A LANDSCAPE.

4" X 1/4" REDWOOD OR CEDAR PLANKING, PLACED TO FORM AN EDGING

BENDER BOARD EDGING SHALL COMPOSITE A MINIMUM OF 3 LAYERS OF

4.

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2.

1.

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LBS/ACRE

56,100

APPROXIMATE AREA (SQFT)

SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY COMMENTS

PLANT LEGEND

10,400

5 GALLON

15 GALLON

36" BOX

36" BOX

KEEP PLANT CROWN AND MAIN STEM CLEAR OF MULCH.

1. APPLY COARSE ORGANIC MULCH TO ALL SHRUB PLANTING AREAS, 4" THICK.

NOTE:

SEEDING

APPROXIMATE AREA (SQFT)

MULCH

MULCH

1. SEE SPECIFICATIONS FOR SEED MIXES AND RATES OF APPLICATION.

NOTE:

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AD-11

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L

SCHINUS MOLLE CALIFORNIA PEPPER SINGLE TRUNK

ROSE GLOW BARBERRYBERBERIS THUNBERGII 'ROSE GLOW'

4' O.C.

5 GALLON

COMPOSITE BENDER BOARD EDGING

COMPOSITE BENDERBOARD EDGING 320

APPROXIMATE LENGTH (LF)

1. APPLY COMPOSITE BENDERBOARD EDGING BETWEEN SHRUB AREA AND TURFGRASS.

NOTE:

100% CONTROLLED SLOW RELEASE

NOTE: USE DRIP IRRIGATION WITH FLAG TYPE EMITTERS (4.0 GPH PER PLANT) IN SHRUB AREAS.

4' O.C.

6' O.C.

SINGLE TRUNK

RHAMNUS CALIFORNICA 'EVE CASE'

QUERCUS AGRIFOLIA

EVE CASE COFFEEBERRY

COAST LIVE OAK

GRANULAR FERTILIZER -

ECOLOGY CONTROLS M-BINDER

HYDROPOST COMPOST

CONWED 100% WOOD FIBER

HYDROSEEDING SLURRY

APPLICATION RATE 3.0 LBS PURE LIVE SEED PER 1000 SQFT

BLACKJACK BERMUDA GRASS

APPLICATION RATE 3.0 LBS PURE LIVE SEED PER 1000 SQFT

BLACKJACK BERMUDA GRASS

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