INDEX OF PLANS

SHEET

No. DESCRIPTION

3-6

8-13 14-15 17-19 20-29

TITLE AND LOCATION MAP

CONSTRUCTION AREA SIGNS

TRAFFIC HANDLING PLANS

IRRIGATION SPRINKLER SCHEDULE

IRRIGATION PLAN

IRRIGATION QUANTITIES

PLANT LIST

PLANTING PLANS

REVISED STANDARD PLANS

Begin Work

PM R22.7

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR

STATE

CONSTRUCTION

HIGHWAY

ON

ON

TO

IN LOS ANGELES COUNTY

ROUTE 405 FROM MANCHESTER

0.4 MILES NORTH OF LA TIJERA

TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010

oc oc

<o

BEGIN CONSTRUCTION

PM R23.4

END CONSTRUCTION

PM R24.7

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."

BORDER LAST REVISED 9/30/20121 CAL TRANS WEB SITE JS: HTTP/ /WWW.DOT.CA.GOV/

INGLEWOOD

NO SCALE

RELATIVE BORDER SCALE 0

15 IN INCHES

USERNAME => 11119140

DGN FILE => 73p840ab01.dgn awan.•

LOCATION MAP

r o Santo Alon. -..... ic0

February 6, PLANS APPROVAL DATE

THE STATE OF CAUFOHlllA OR ITS OFFICERS OR AGENTS SHAll NOT 8£

RC5PONS/IILE FOR THE ACCUHACY OR

COll'l.ETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

CONTRACT No. 07-3P8404

PROJECT ID 0714000046

UNIT 1850 I PROJECT NUMBER & PHASE 07140000461

1 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

'j

� !11

.. 8

8"'

>-c C -<w w -'z � G� � -'� " -<W u UC

INGLEWOOD

c

I ROUiE 405

/Ii\

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS

SIGN SIGN NUMBER OF NUMBER

NUMBER

A

B

C

D

E

CODE PANEL SIZE

W20-1 36" X 36"

W20-1 48" X 48"

G20-2 36" X 18"

G20-2 48" X 24"

C40A (CA) 144" X 60"

SIGN MESSAGE

ROAD WORK AHEAD

ROAD WORK AHEAD

END ROAD WORK

END ROAD WORK

TRAFFIC FINES DOUBLED

IN WORK ZONES

POSTS AND SIZE

1 - 4" X 4"

1 - 4" X 6"

1 - 4" X 4"

1 - 4 11 X 6 11

2 - 611 X 611

NOTES: 1. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE,

EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER.

BORDER LAST REVISED 7/2/2010

USERNAME =>a115494

DGN FILE => EA 3P8401

OF

SIGNS

APPROVED FOR CONSTRUCT/ON AREA SIGN WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

!l

Diet I COUNTY I ROUTE

07 I LA I 405

POST MILES

TOTAL PROJECT

� 12/24/

REGISTERED CIVIL ENGINEER DAT

2-6-14

PLANS APPROVAL DATE

11E STATE OF f:Al/FrJRNIA OH ITS OFF/e:ERS OH ACCNTS SHM.l. NDT /IC RCSPON5/III.E FtR

TIE ACCJIMCY OH fXWPl.ETFIESS OF SCANIED

COPIES OF TNJS Pl.AN SIECT.

"To santo won ico

CONSTRUCTION AREA SIGN

NO SCALE

CS-1

UNIT 2124 PROJECT NUMBER & PHASE 07140000461

AA

�f;l

2 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

�I�

I cl m "'

C > w w

: 5 I, u

�a:i a:i O-c C -<w w -'z � G� � -<W u UC

I, 1 1 ::1 l!s I- !z Cl Lu

Lu u a, 1--

11.

I

NOTICE 1::::r."

THIS RAMP WILL BE

CLO-SED

WEEKDAYS

• 9 All - 3 PII•

JAN, 23 TO FEB. 17

I �

___j I 42" 48"

SIGN SP-1

SECOND

RAMP

CLOSED

AHEAD

SIGN SP-3

il:," g n ON ;,,I:

';,-r:

le

• FRIDAY, JAN. 20 • ;,,I:

� 9 All - 3 PII

• io

I n

42" 2"

TEMPORARILY -m-

• FRI. JAN. 20, 10 PM • �io

THRU 8:

N

IION. JAN •• 23, 5 All ;J, ..

DAILY

;,,I:

';,-r:

le

• 9 All - 3 PII• ;,,I:

JAN. 23 TO FEB. 17

io I •

ALTERNATE OVERLAY PANELS (TYPICAL)

NOTES:(SIGN SP-1)

1. SIGNS SHALL HAVE ORANGE RETROREFLECTORIZED

BACKGROUND WITH BLACK BORDER AND LETTERS.

2. BOLT HOLES SHALL BE ¾" DIAMETER.

3. BASE MATERIAL SHALL BE ALUMINUM (MINIMUM 0.06").

4. SIGNS SHALL BE MOUNTED WITH BOTTOMS OF

SIGNS A MINIMUM OF 6' ABOVE GROUND.

SIZE BORDER I MARG IN LETTER SIZE

WIDTH I WIDTH LINE 1 ILINE 2* ILINE 3 ILINE 4 ILINE 5 6 &

4B"x60

1 1/," I ¥," 4E I 4D I 6E I 4D I 42"x26" OVERLAY I I I I 3D

* CONDENSED SPACING IF NECESSARY

I 84"

CORNER

RADIUS

3" 1½"

RAMP CLOSED

_I

SPECIAL ADVANCE NOTICE PUBLICITY SIGN

�II USE RAMP AT

OVERLAY PANEL 84"

<m•=< �lh. MANCHESTER A VE •I II [

OFF-RAMP

hl II CLOSED

NOTES: (SIGNS SP-3 & SP-5)

1. LETTERS - 6" SERIES D.

SIGN SP-5

II �

2. LETTERS AND BORDERS - BLACK ON RETROREFLECTORIZED ORANGE BACKGROUND.

3. BASE MATERIAL SHALL BE ALUMINUM (MINIMUM 0.06").

4. SIGNS SHALL BE MOUNTED WITH BOTTOMS OF SIGNS A MINIMUM OF 6'

ABOVE GROUND.

jll !"MANCHESTER AVEl

NOTES: (SIGN SP-4)

1. LETTERS - 6" SERIES C.

SIGN SP-4 OVERLAY PANEL

(TYPICAL)

2. LETTERS AND BORDERS - BLACK ON RETROREFLECTORIZED WHITE BACKGROUND.

3. BASE MATERIAL SHALL BE ALUMINUM (MINIMUM 0.06").

4. SIGNS SHALL BE PLACED AT RAMP ENTRANCES IN ADDITION TO SIGNS

POSTED IN ACCORDANCE WITH REVISED STANDARD PLAN RSP T14.

SPECIAL SIGN FOR ENTRANCE RAMP CLOSURES

TRAFFIC HANDLING DETAILS

TRAFFIC CONTROL SYSTEM

FOR RAMP CLOSURES, DETOUR SIGNS

SPECIAL SIGN FOR EXIT RAMP CLOSURES

AND MISCELLANEOUS DETAILS

SHEET 1 OF 2

NO SCALE THD-1

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140

DGN FILE => 73p840me001 .dgn

RELATIVE BORDER SCALE

IS IN INCHES

UNIT 1863 PROJECT NUMBER & PHASE 0

140000461

3 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

: 5 I, u

... I ..

�a:i a:i O-c C -<w w -'z � G� � -'� " -<W u UC

"' w z m s

1 1 ::1 l!s I-i Q

��< 4 "FWY��

¾" X 11/2"

NOTES: (SIGN SP-2)

1.LETTERS -6" SERIES E.

SIGN SP-2

2.LETTERS, BORDER AND ARROW - BLACK

11" TO CENTER OF

3" SQUARE VELCRO

PATCH (PILE)

EPOXIED TO FRONT

OF SIGN

ON RETROREFLECTORIZED ORANGE BACKGROUND.

3.BASE MATERIAL FOR SIGNS AND ARROWS SHALL

BE ALUMINUM (MINIMUM 0.06").

4.BELTS (LUGGAGE STRAPS) SHALL BE 1" WIDE

BY 48" LONG, MADE OF COTTON OR

POLYPROPYLENE WEB MATERIAL.

5.SIGNS SHALL BE MOUNTED WITH BOTTOMS OF

SIGNS A MINIMUM OF 6' ABOVE GROUND

EXCEPT AS OTHERWISE SHOWN ON OTHER TRAFFIC

HANDLING DETAILS PLANS.

ABBREVIATION

(CA) CALIFORNIA CODE

3" SQUARE PATCH OF VELCRO

(HOOK), EP

OXIED TO BACK O

F ARROW

w r- � F

,__J PATCH

M4-8

DETOUR

TYPE Ill

BARRICADE

M4-8

DETOUR

4 W�! !:,f t::::=t--

SIGN SP-6 (SEE NOTE 1) SIGN SP-7 (SEE NOTE 1)

NOTES: (SIGNS SP-6 & SP-7)

1.IN LIEU OF PLACING SIGNS ON TYPE Ill BARRICADES, SIGNS, INCLUDING POSTS, MAY BE PLACED

INTO THE GROUND OR FASTENED ONTO ELECTROLIERS.

2.USE APPROPRIATE ROUTE SHIELD [G26-2(CA), G27-2(CA),

G28-2(CA)] AND CARDINAL DIRECTION [NORTH (M3-1 ),

SOUTH (M3-3), EAST (M3-2), WEST (M3-4)]

Diet I COUNTY

TYPE Ill

BARRICADE

07 I LA

�k_

SPECIAL PORT ABLE FREEWAY DETOUR SIGNS

DIMENSIONS

D I E

11¼" I 1'!.'' I 31/," 4" ¾" 13" 7½"

SPECIAL PORTABLE FREEWAY DETOUR SIGN

TRAFFIC HANDLING DETAILS

TRAFFIC CONTROL SYSTEM

ADJUSTABLE ARROW DETAIL

FOR RAMP CLOSURES, DETOUR SIGNS

AND MISCELLANEOUS DETAILS

SHEET 2 OF 2

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140

DGN FILE => 73p840me002.dgn

RELATIVE BORDER SCALE

IS IN INCHES

UNIT 1 863

NO SCALE

THD-2

PROJECT NUMBER & PHASE 07140000461

AA . "

�f;l

4 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

: 5 I, u

'>-al"'

>-c -<w -'z

-<W

UC

i � "' w z ., s

1 1 ::1 l!s I-i Q

BORDER LAST REVISED 7/2/2010

w ,_

� w

" w ,_ .. z

!t�� L i◊ I

I

I

'156±7 ro,,� J

DESIGNATED DETOUR ROUTE

FREEWAY

I ____ <:= _______ I --------J\,--------

DESIGNATED DETOUR ROUTE

Diet I COUNTY

07 I LA

c&i-k.

REGISTERED CIV

w

� w

" w ,_ .. z '-' :;; w

MILE Max (Ty

SEE NOTE 3 DETAIL D

DETAIL E

I -�----�----1\,,----------

I ½ MILE Max (Typ)

I

I

I

I

◊�!T,50' ± f, TYPICAL DETOUR SIGN INSTALLATION ALONG DESIGNATED DETOUR ROUTE

LEGEND

TEMPORARY SIGN (SP-2)

AND/OR DESIGNATED DETOUR ROUTE

= DIRECTION OF TRAVEL

USERNAME =>a119140

DGN FILE => 73p840me003.dgn

NOTES:

1. SP-2 SIGNS SHALL NOT BE INSTALLED ON BARRICADES EXCEPT AS OTHERWISE SHOWN.

2. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED

BY THE ENGINEER.

3. SP-2 SIGNS SHALL BE POSTED AT SIGNALIZED INTERSECTIONS ALONG THE

DESIGNATED DETOUR ROUTE OR ½ MILE MAXIMUM APART.

RELATIVE BORDER SCALE

IS IN INCHES

UNIT 1863

TRAFFIC HANDLING DETAILS

TRAFFIC CONTROL SYSTEM

FOR DETOUR SIGN INSTALLATION

ALONG DESIGNATED DETOUR ROUTE

SHEET 1 OF 2

NO SCALE

THD-3

PROJECT NUMBER & PHASE 07140000461

AA

�f;l

5 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

I cl m � w ; � z => ., >- ;; � u I- u

� � ...J w ., u

'>- >-�: : -<w w ...Jz � G� � ...J� " -<W u UC

Exist GBS (CA) r-------------------------------------1-1

I I i B STREET � I I I

L ___________________________________ _

FWY

DETOUR

OR

SP-2 SP-2

EXi'3t E5-1, GSJ-2 (CAj OR GSJ-3 (CAj r--------------7 i EXIT!

I I I I

I

I I I I I I I L _____ ...., -J ______ J

FWY

DETOUR SP-2

Exi'it R3-3 SERIES ,---------------1 I

I

!1' t f'i L_r-:_N��-1��:.l.:�::.J

Diet I COUNTY

07 I LA

M--k.

REGISTERED CIV

SP-2 OR SP-6 (AS SPECIFIED

IN SPECIAL PROVISIONS)

FWY

DETOUR

1SEE NOTE 1)

+-oR t

I I I I I I I

=r;" ____ ___i _j '";"

DETAIL A

11Q'

G l ____ �:'.'. ____ ":'.'. __ _

I I I I I I I I

-------+-r------

, I

DETAIL B

I I I I I I

-------7-+-------

DETAIL C

IF

Exist SECOND SET OF R3-B SERIES

SP-2 OR SP-E (AS

SPECIFIEO IN SPECIAL

PROVISIONSj

(SEE NOTE 1 )

� MEDIAN ISLAND

(STRIPED OR RAISED)

1-w w 0:

...J < u

R3-B SERIES

FREEWAY

Exist OVERHEAD SIGN GBS(CA)

./ (SEE DETAIL A)

STANDARD PLAN

-1 s:: 1

SP-4

-o IF REQUIRED

• SEE REVISED

.__STANDARD PLAN

RSP T14

o I

•SP-2 ON T'YPE III BARRICADE

(OMIT IF NO MEDIAN ISLANDj �

DETAIL E

Exi'it E5-1, GSJ-2 (CAj OR GSJ-3 (CA) (SEE DETAIL Bj

DETAIL D TYPICAL DETOUR SIGN INSTALLATION AT OFF-RAMP

NOTES:

1. TEMPORARY SIGNS MAY BE STRAPPED ON EXISTING ELECTROLIER, SIGNAL POSTS, OR SIGN POSTS.

2. OMIT DETAIL A AND DETAIL B FOR FULL FREEWAY CLOSURES.

3. SEE TRAFFIC HANDLING DETAILS PLAN-TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURES,

DETOUR SIGNS AND MISCELLANEOUS DETAILS SHEET 2 OF 2 FOR SP-6,

ABBREVIATIONS LEGENDS

(CA) CALIFORNIA CODE TRAFFIC CONE

TEMPORARY SIGN

=> DIRECTION OF TRAVEL

C, EXISTING OVERHEAD SIGN

TRAFFIC HANDLING DETAILS

TRAFFIC CONTROL SYSTEM

FOR DETOUR SIGN

ALONG DESIGNATED

SHEET 2

NO SCALE

INSTALLATION

DETOUR ROUTE

OF 2

THD-4

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140

DGN FILE => 73p840me004.dgn

RELATIVE BORDER SCA.LE

IS IN INCHES

UNIT 1863 PROJECT NUMBER & PHASE 07140000461

AA . "

�f;l

6 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

X U) z .: w - -a:: <(

::::, 1/) 1/) z 1/) w z w 0..

a:: a:: ::::;;

w 0.. 0

- - f- u 0 f- (.!) >-

<( z w m 0.. a::

0 ...J

DESCRIPTION .: ::::, w 0 �

ID

>- <( 1/) > w <( a: 1/) w �

::E a: w w >-" 1/) 0.. 0.. a:

1/) 0 0..

@ RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) I½ 25 -

X z • POP-UP SPRINKLER ASSEMBLY I½ 30 -

:::, c., � ...J z 0 < w APPLICABLE WHEN CIRCLED BELOW• :::, c., "' 1 - SEE SPECIAL PROVISIONS. 0 w @- IF A PRESSURE COMPENSATING DEVICE IS SPECIFIED, c., THE DISCHARGE AND RADII SHOWN REFLECT ITS USE.

3 - VINYL-COATED CAST IRON HOUSING.

- - 4 - SWING JOINTS REQUIRED ADJACENT TO SHOULDERS, ,,. >- CURBS, SIDEWALKS, AND DIKES.

i;lm m 5 - UNLESS OTHERWISE SHOWN ON PLANS. >-o 0 -<w -'z �

X - -z

I!!

Ill s a:

X >- I-� u

I Ill I-i

I= u a:

� C

>- Ill .. o.,.J C u � • o.,.J 1:1 C z

C ' ...

u X o.,.J • �-

BORDER LAST REVISED 7/2/2010 I

USERNAME =>a119140 DGN FILE -> 73p840am01.dgn

IRRIGATION LEGEND

PLUS/MINUS 51/. ® SPRINLKER ASSEMBLY

DISCHARGE RISER POP-UP

w MATERIAL a::

w u 0 f- .... > f- ::::, a:: - z u z ::::, w

0 w :i 0 ::c 0 :c .: f-::c f-

�w (.!) LL u :c u a:: - a::- z LL z w O.. o,_ w::E w::c

+ w 0 0 - u z_ o,_ O.. o,_ O..

:!:. ...J f- w � z ::c a::

(.!) (.!) ::::, N 1/) Ou w.'::

v, - v,- X ::c u 0.. "' z z 1/) 1/) z f-u� ...J .: 0 0 ::::, ::c <( ::c f- z ...J ...J c f- 3' w 1/) > w (.!) w w f- -...J ...J 0 0 0.. <( ...J � w 0.. ...J 0.. a:

<( <( <( ; ...J >- ...J <( >- z z 0..

(.!) (.!) a: LL f- 0.. (.!) 1/) ::c f- - - 1/)

1.81 - 35 - X IV - X ½ 18 - - -

"7., - 15 - - - - - - - I 1/, -

X IN BOX DENOTES REQUIREMENT

REL A TIVE BORDER SCAL E 0 , 2 3

IS IN INCHES

TREE

WELL

:c u z = f- ::c w ::c

I

REMARKS

POP-UP

IRRIGATION

Diet I CO UN TY I RO U TE

01 I LA I 405

ToPfAt

T P

M J6j€b I SH

N Eo�TlsT

H O

E T E\

Ls

R23.4/24.7 I 7 I 29 h-. D ,,,,;.., �r) LICE N SED LAttpSCAPE A� H I TE CT

��;� ��.JJ,

2-6-14 ��� PLANS APPRO VAL DA TE \\ti 11-flfi/1/A Lff':J11!"11 �Cf?J @ �� r!!f,,:Scc:?�fH,,l:'kl � OF SCAMED �

SPRINKLER SCHEDULE

NO SCALE

ISS-1

UNIT 1850 I PROJECT NUMBER & PHASE 07140000461

ii :ii� 11 11 cc l!!I!!

n-0

�g §b

7 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

::, I§,. _, z 0 .. w ::, '-' X CC

0 w

,,. >-al"' ., >-c C -<w -'z � w � � "' ..

w ,,, � ,l z

:I z w �

Ill a:

:::t >- I-� u

I Ill

I-i

I= u a:

l!s C

>- Ill z .. Lu

C u � •

Lu a C z

C ...

u Lu •

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140

DGN FILE => 73p840ap01.dgn

LA CIENEGA

2" BP

Exist 3" W

ICC 'Y' (SOLAR

12 STATIONS

9 STATIONS USED

,t

2" BV

....... ::- .1.'.:

J 1/.i°-Y,;:.2�1. 72-

/ IRRIGATION

•••••• •••••••••••• .. ••··· ···· ····· ···· ········· ROUT£. 405

/j

/\,�:· ,t.................. .................. i Ekli,lf<•)!lRJ.!l,A TJ.bl)l_,.f AC! LI 11ES

APPROVED FOR IRR/GA TION WORK ONLY

Diet

<�A\'

A

\\t;, \1 \-�! � co �·· 1-

\ l \.�,.

\�-· \l r

EXISTING UTILITY FACILITIES

HAVE NOT BEEN INCLUDED ON THESE PLANS

IRRIGATION PLAN

SCALE: 1" = 50' IP-1

RELATIVE BORDER SCALE

IS IN INCHES

UNIT 1850 PROJECT NUMBER & PHASE 07140000461

ii� 11 11 cc l!!I!!

8 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

::, I§ ,. _, .. w ::, '-' X CC 0 w '-'

I

�ID ID

O-c C -<w w -'z � i3� � -'� " -<W u UC

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

\.' t·\

Diet

2-6-14

PLANS APPROVAL DATE

POST MILES

TOTAL PROJECT

I ':·.·-·1

I

\ \ \-�·'""�"�6;;::.�t:3'\_5

� \\·. \ ':, . !RRIGATIOI'< SLEEVE (A)

'l \' -0\ \ \ • OPEN TRENCH

\ri �:-�:�:� c

········· · ····· · ·· ··· · ······ · ······ ··2···· Bv

's�

"""-············· · ···,··············· · ·r-rn'"

.�;�::�.6.�;;,.�;��

.Q\ .,,.... ••••• •• ��;;", '

Ill a:

:::t >- I-� u

I Ill I-

I= u a:

l!s C

>- Ill z .. Lu

C u

Lu a C z

C u Lu •

BORDER LAST REVISED 7/2/2010

� �,\ 1\ \f\ .. . ���;�� . .?L.E.E.Y.� .l.BL •••• ••••• ••••• •••••••

\ \\:·::·:: .. :.�... yt )"

,� z� \

USERNAME =>a119140

DGN FILE => 73p840ap02.dgn

·�\\\\\··A.� \ "r ;• ,\ \ \ \.....-c::IB:"-D-8-27.15-15

:J]

( \; .. .\L:::\ \ '----------C::i"-D-5-23.53-13

�2" RCVM '-----i!" BV

2" BPAE

2" WM (BY OTHERS)

ICC 'D' (SOLAR)

16 STATIONS

15 STATIONS USED APPROVED FOR IRR/GA TJON WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

EXISTING UTILITY FACILITIES

HAVE NOT BEEN INCLUDED ON THESE PLANS

IRRIGATION PLAN

SCALE: 1" = 50' IP-2

UNIT 1850 PROJECT NUMBER & PHASE 07140000461

!l� 11 11 cc �I!!

9 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

i cl"' � >-o " -'z

I �� f '" � !a "' :;l '"�

Ill

IC

:I >- '" � u

� Ill

V> i u

IC

is C

>- Ill :z .. w.J

C u � • w.J a C z

C u w.J • �-

BORDER LAST REVISED 712/201 0

USERNAliE =>111191-40

DGN FILE => 73p840ap03.dgn

APPROVED FOR IRR/GA TION WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

DleT

2-6-14

PLANS APPROVAL DATE

POST MILES

TOTAL PROJECT

TIE STATC fF CM./RiRNIA OH ITS Off/CElfS OH AfiENTS SHM.I. NOT IE IES'Pt:WSIIN.C FON

TIE A&CIIMt:Y fR t:r1111/..ETEJESS OF SCANE/J

C'Of'JCS or 11flS Pl.AN SIECT.

I j rl L1

EXISTING UTILITY FACILITIES

HAVE NOT BEEN INCLUDED ON THESE PLANS

IRRIGATION PLAN

SCALE: 1" = 50'

IP-3

UNIT 1850 PROJECT NUMBER & PHASE 07140000461

!:ii[;} �w ��

10 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

ii!

:;im 1;;

>-c C "''" -'z

I��

I z

� z

I Ill z a:

:0 e: � I-u

I Ill I-i � u >- a:

::s C

!z .. IL

1! C cc u a z C ..

u � .

e;t

BORDER LAST REVISED 7/2/2010

USERNAME =>&119140

DGN FILE => 73pB40ap04.dgn

APPROVED FOR IRRIGATION WORK ONLY

RELATIVE BORDER SCALE

JS IN INCHES

UNIT 1850

DleT e, >w � Vl

:,: u >

-�··:·····�1Y�-I �

EXISTING UTILITY F ACIL!TiES

HAVE NOT BEEN INCLUDED ON THESE PLANS

IRRIGATION PLAN

SCALE: 1" = 50'

IP-4

PROJECT NUMBER & PHASE 07140000461

g�

AA ".

11 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

I § .. 0 z w " 0

I

>-Ca, a, �C Cl <w w -'z " 08 � _,.,, :,: <w u UC

Ill

IC

::, >- I-;:: u

� I- � i I= u

IC

� C

>- Ill :z II, w.J C u il: • w.J a C

C u w.J •

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

11/,''-ZZ-10-16,29-9

11/,''-ZZ-11-14.48-8

2" BV

11/,"-B-2-21. 72-12 1½"-B-1-18.1-10

,- •• 1 li Exi�t ICC 'ZZ'

:: 12 STATIONS

;, 11 STATIONS USED

t-,+-':""¥4---"--'-.;e,,-,-;:

riEx'

;i

I JJil !.i /);; l- i;

BORDER LAST REVISED 7/2/2010

USERNAME =>e11914O DGN FILE => 73p84011p05.dgn

APPROVED FOR IRR/GA TJON WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

11/,''-B-6-21, 72-12

1 'a_"-B-5-21. 72-12

Dll!rt

:::.:::::::::c::·:::·.:c:cc.,•,cc,r,sc,,.,,,-·•1

UNIT 1850

.... I

! . ,i .• .

,�J \ t1 �1

EXISTING UTILITY FACILITIES

w w <I)

:,: u ><

HAVE NOT BEEN INCLUDED ON THESE PLANS

IRRIGATION PLAN

SCALE: 1" = 50' IP-5

PROJECT NUMBER & PHASE 07140000461

g�

12 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

,1 i;l"' ., >-c Q •w -'z � w �

I

Ill a:

:::t >- I-� u

I Ill

I-i

I= u a:

l!s C

>- Ill z

.. Lu C u � •

Lu a C z

C u Lu • �-

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140 DGN FILE => 73p840ap06.dgn

APPROVED FOR IRRIGATION WORK ONL r

RELATIVE BORDER SCALE

IS IN INCHES

Dl11rt

HAVE NOT BEEN INCLUDED ON THESE PLANS

IRRIGATION PLAN

SCALE: 1" = 50'

IP-6

UNIT 1850 PROJECT NUMBER & PHASE 07140000461

g�

�Iii

13 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346 r-+--

,1 z ..

... I .. �ID ID

O-c C <w w -'z � G� � <W u UC

X f----,-'--u .. "' "' .. :;

I i z z .. z -' "J

I!!

Ill z IC s :I

X 1s t "' Ill � !: z :c ;§ u

>- IC

l!s C

>- Ill z L \!i C >- u !li! • 0.. 1:1 � z

C ..

DESCRIPTION

SUBTOTALS PER VALVE ON LATERAL SUPPLY SIDE OF CONTROL VALVE

Diet

UNITI

VALVE OR ASSEMBLY NUMBER

I SUBTOTALS IUNIT

B-1 I B-2 I B-3 I B-4 I B-5 I B-6 I B-7 I I D-5 I D-6 I D-7 I D-8 I D-9 I D-10I D-11 I D-12I D-13I D-14I D-15I I Y-1 I Y-2 IY-3 I Y-4 IY-5 IY-6 I Y-7 IY-8 DESCRIPTION

Ww o 3/, INCH LF 280 280 280 245 280 280 350 280 280 175 245 120 180 175 140 280 140 280 175 280 280 280 175 280 280 210 6250 LF 3/. INCH o Ww �3'; .,- 1 INCH LF 35 70 35 70 70 70 70 105 140 70 70 60 60 70 145 140 50 140 70 70 105 105 70 140 140 35 2205 LF 1 INCH .,- �3';

a....J W 1 1/, INCH LF 95 70 225 70 70 270 70 70 70 445 522 105 30 155 210 120 140 448 70 70 70 140 140 3675 LF 1 1/, INCH W a....J

� >- 5 1 ½ INCH LF 300 330 170 65 203 1173 LF 1 ½ INCH 5 � >-

t-...J O Cl t-...J v,O.. w w v,O..

<(a.. :::c :::c <(a..

_J:::::l u u _J:::::l a,_V'I l/1 l/1 a,_Vl a.

1/) Cl a.

"'>W __J ...Jm Zw

- v, "'"' Bi<

(GEA�

I i�1vENJI EA

POP UP EA

10 12 10 11 12 12 17 13 14 13 15

20 21

12 12 17 17 13 12 13 13 14 16 297 EA

41 EA

R ISER

(GEAR DR IVEN)

POP UP

a.

1/) Cl a.

"'>W __J ...Jm Zw

- v, 0:: (/) Bi<

DESCRIPTION

VALVE OR ASSEMBLY NUMBER

IsuBTOTALSIUNIT UNITI Y-9 I lzz-8 lzz-9 lzz-10I22-11I I I I I I I I I I I I I

DESCRIPTION

Ww o 3/, INCH LF 280 140 140 140 140 840 LF 3/, INCH o Ww

�3'; .,- 1 INCH LF 70 70 70 70 70 350 LF 1 INCH .,- �3';

a....J w 1 1/, INCH LF 240 140 140 105 52 677 LF 1 1/, INCH w a....J

� >- 5 1 ½ INCH LF LF 1 ½ INCH 5 � >-

1-....J Cl Cl 1-....J v,O.. w w v,O..

<ta.. :::c :::c <(a..

....J::::) u u ....J:::J a,_V'I l/1 l/1 a,_l/1 a.

1/) Cl a.

"'>w...J ...Jm Zw "'"' Bi<

(GEA�

i�1vENil EA

POP UP EA

16 10 10 53 EA I (GEA�

l i�1VEN)

EA POP UP

IRRIGATION QUANTITIES

a.

1/) Cl a.

o::>w...J ...Jm Zw 0:: (/) Bi<

IQ-1

BORDER LAST REVISED 9/9/2010 USERNAME =>a119140 DGN FILE => 73p840ar01.dgn I

RELATIVE BORDER SCALE

IS IN INCHES

UN IT 1850 PROJECT NUMBER & PHASE 07140000461

mo i� 11 11 co �I!!

�i:= n

14 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

SUBTOTALS PER PLAN SHEET ON MAIN SUPPLY SIDE OF CONTROL VALVE

DESCRIPTION -1 SHEET NUMBER SUBTOTALS UNITIIP 11!P-2IIP 5IIP 6 1 I I I I I I I

3" BPA EA I 1 I I I I I I I I I 1

r-+--

� I :�:::SURE I I . I . I I I I I I I I I I

1 EA I I 1 I I I I I I I I

I I I I I I I I I I 2 l I l I I I I I I I I I I r-+--

I § .. 0

X

... I ..

�ID ID

>-o o -<w w -'z � G� � -'� " -<W u UC

X f----,-'--

0--- Ill z .. Lu

,c u

Lu a C z

,c

X u Lu • �-

I

BOOSTER PUMP I I I I

ze>:

s � t=--=c""c��=",'- EAT 1 I I I 1 I

!:« c5 c-,'-:,""=�i'-' �l=i-,,.,�---c,:z c:o -u

V)

_J

CD

::,; w V) V)

0 z

V) w _J f- 0 z u u 0::

CD

u 0

> 0 a.

V) u

V)

WwW

a. z -'

C..__J8 u >- :,:

- _Ju f-

a. Vl Vl a.

a. Vl llfl

_J u a.

V) Cl a.

Q.

a.

u

1'a_" 2" 11/i' i"

3/, INCH

1 INCH

1½_ INCH

1'a_ INCH

2 INCH

6 INCH

EA I I 1 I I

EA I 3 I 17 I 11

EA I 1 I 1 I I 1

EA

EA I 1 I 5 I 4

LF

LF

LF

LF

LF I 69512445I11 OQ 175

LF I 150 I 185

NOTE :TOTALS FOR SCHEDULE 40 SUPPLY

LINES INCLUDE LATERAL AND MAIN.

I

BORDER LAST REVISED 9/9/2010

USERNAME =>a119140

DGN FILE => 73p840ar02.dgn

I I I I I I I I I I I I I I I I I I I I

I RELATIVE BORDER SCALE

IS IN INCHES

TOTAL

TOTALS

QUANTITIES

UNIT DESCRIPTION

EA 3" BPA

EA 2" BPA <(

a.

CD

EA ENCLOSURE

BOOSTER PUMP

EA 2 STATION(SOLAR z "'

D,s� EA 16 STATION(SOLAR ,____, STATION <0 "'"'

EA SINGLE 1u DOUBLE _li'.j_ cez

EA

•A

EA

LF

LF

LF

LF

LF

LE

TW

2"

11/2 2"

¾ INCH

1 INCH

1_½_ INCH

1_½_ INCH

2 INCH

6 INCH

EA (GEA:

&�fVEN)

EA POP UP

UNIT 1850

ceo -u

V) w > :J u CD 0:: ::,; w

V)

V)

CD

> z u <(

_J u a.

V) Cl a.

.Q

a. u

-'CD

Zw

- v, O:: v, Bi«

Diet

PLANS APPROVAL DATE

11E STATE OF f:Al/FrJRNIA OH ITS OFF/e:ERS OH ACCNTS SHM.l. NDT /IC RCSPON5/III.E FtR

TIE ACCJIMCY OH fXWPl.ETFIESS OF SCANIED

COPIES OF TNJS Pl.AN SIECT.

IRRIGATION QUANTITIES

IQ-2

PROJECT NUMBER & PHASE 07140000461

:Ii�

AA

11 11 cc �I!!

15 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

X r-+--

PLANTING LEGEND

:li

SOIL IRON COMMERCIAL

SIZE I

QUANTITYIHO

LE SIZ

E IBASINI AMENDMENT SULFATE FERTILIZER

EACH INCH TYPE (j) (j) (j) GROUP No.

BOTANICAL NAME COMMON NAME

BASIN

MULCH � 1 PLANT I

PLANT1 SYMBOL

Dia I DEPTH TYPEI RATE RATE PLANTINGIPLT ESTBI TYPE CY z

,, I§ I V> 0

... I ..

�ID ID

O-c C -<w w --'z �

G� � --'"' "-<W u UC

- CARPOBROTUS EDULIS

H

HOTTENTOT FIG CUTTING! 94399 @I@, - p ' - 1

6.6 LBS

n

.6 LBS

1,000 1,000 c:nC'T SOFT

Diet

PLANS APPROVAL DATE

11E STATE OF f:Al/FrJRNIA OH ITS OFF/e:ERS OH ACCNTS SHM.l. NDT /IC RCSPON5/III.E FtR

TIE ACCJIMCY OH fXWPl.ETFIESS OF SCANIED

COPIES OF TNJS Pl.AN SIECT.

PLANTING LIMITS

STAKING MINIMUM DISTANCE (ft) FROM ON

ETW Pvmt FENC WALL 6m� M�t� c�;.w -1-1-1-1- I- I 1.5

REMARKS

GROUND COVER

X f----,-'--

APPLICABLE WHEN CIRCLED•

(j)- QUANTITIES SHOWN ARE "PER PLANT" UNLESS

SHOWN AS SOFT OR SQYD APPLICATION RATES

2 - BASIN MULCH IS INCLUDED WITH MULCH QUANTITIES

SHOWN ON PLANTING PLAN

3 - SUFFICIENT TO RECEIVE ROOT BALL AND AMENDMENTS

IF REQUIRED

4 - SEE DETAIL

5 - SEE SPECIAL PROVISIONS

BORDER LAST REVISED 9/9/2010

USERNAME =>a119140 DGN FILE => 73p840at01 .dgn

@- SEE STANDARD SPECIFICATIONS

7 - AS SHOWN ON PLANS

8 - UNLESS OTHERWISE SHOWN ON PLANS

9 - FOLIAGE PROTECTOR REQUIRED

10 - ROOT PROTECTOR REQUIRED

11 - ROOT BARRIER REQUIRED

12 - DEPARTMENT-FURNISHED

I RELATIVE BORDER SCALE

IS IN INCHES

ABBREVIATIONS•

S - SPHAGNUM PEAT MOSS

N - NITROLIZED FIR BARK

V - VERMICULITE

P - PERLITE

TB - TREE BARK

WC - WOOD CHIP

SB - SHREDDED BARK

TT - TREE TRIMMING

I

.t:IQI.E_;

1. UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE

ABBREVIATIONS USED ON PLANTING PLANS.

2. BASIN MULCH TOTAL, 60 CY .

PLANT LEGEND

PL-1

UNIT 1850 I PROJECT NUMBER & PHASE 07140000461

mo i� 11 11 co �I!!

�i:= n

16 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

::, I§ ,. _, .. w ::, '-'

X CC

0 w al"' ., >-c C -<w -'z � w �� "' ..

w ,,, �

,l z

:I z w �

I!!

Ill a:

:::t >- I-� u

I Ill

I-i

I= u a:

l!s C

>- Ill z .. Lu

C u � •

Lu a C z

C ...

u Lu •

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140

DGN FILE => 73p840au01 .dgn

APPROVED FOR PLANTING WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

,t

.1,::

Diet

2:±ll

PLANS APPROVAL DATE

<�A\'

J\

POST MILES

TOTAL PROJECT

·�.\ \l \��I t.: �,_

\ i

, r i.

J

I

I

\ I

EXISTING UTILITY FACILITIES

HAVE NOT BEEN INCLUDED ON THESE PLANS

PLANTING PLAN

SCALE: 1" = 50'

PP-1

UNIT 1850 PROJECT NUMBER & PHASE 07140000461

ii� 11 11 cc �I!!

17 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346 ii!

z

... I .. �m ID >-c c •w w -'z " G8 � -'� "•w u UC

Ill a:

:::t >- I-� u

I Ill I-

I= u a:

l!s C

>- Ill z .. Lu

C u � •

Lu a C

C u Lu • �-

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

I t

BORDER LAST REVISED 7/2/2010

USERNAME =>a119140

DGN FILE => 73p8◄0au02.dgn

APPROVED FOR PLANTING WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

Diet

2-6-14

PLANS APPROVAL DATE

POST MILES

TOTAL PROJECT

TIE STATE OF f:Al/FrJRNIA OH IT5 OFFICCHS OH ACCNT5 SHM.I. NDT /IC RCSPON5/III.E FtR TIE ACCIIMCY OH CfMll.ETFIESS OF SCANIED

COP/CS OF THIS Pl.AN SIECT.

EXISTING UTILITY FACILITIES

HAVE NOT BEEN INCLUDED ON THESE PLANS

PLANTING PLAN

SCALE: 1" = 50'

PP-2

UNIT 1850 PROJECT NUMBER & PHASE 07140000461

ii� 11 11 cc

�I!!

18 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346 i �

� �" 0 �

�m ID >-o o •w w -'z � 0� � -'� I •w u UC

Ill

C u a z

C ...

NOTE:

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

--1:

8ft /t/

'"W'!!

BORDER LAST REVISED 7/2/2010

USERNAME =>e119140 DGN FILE => 73p840eu03.dgn

APPROVED FOR PLANTING WORK ONLY

RELATIVE BORDER SCALE

IS IN INCHES

Dia+

:::cc.:·:.::::,.,.,.'.•"'"""1 l

. ... . 1-w w :,:

UNIT 1850

V, g I u I< "'

EXISTING UTILITY F ACIL!TIES

HAVE NOT BEEN INCLUDED ON THESE PLANS

PLANTING PLAN

SCALE: 1" = 50'

PP-3

PROJECT NUMBER & PHASE 07140000461

11 11

19 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

Moint "ax "B

"BB

"BGR

"ed

"GS

Min Misc Misc I & s ""r

"od

"on "p

"PGR

"R

"SE

"t "ti

"VP

N

NB

No, Nos.

NPS

NS

NSP

NTS

Oblr oc

OD

OF

OG

OGAC

OGFC

OH

OHW"

0-0 Opp

OSD

p

PAP

PB

PC

PCC

PC"S

PCP

PCVC

PEC

Ped Ped OC Ped UC Perm t.dtl

( M )

MA:NTENANCE

MAXIlliUM

M::TAL BEAM

M::T AL BEAM BARRIER

'-ETAL BEAM CUARO RAILJNC

Mc DIAN MIO'tl/EST GUARDRAIL SYSTEM

MANHOLE

MINIMUM

MISCELLANEOUS

MISCELLANEOUS rnoN AND s TEEL

M/\RKER

MOOIFIEO,

M:JDIFY

MONUN'.ENT

McTAL PLATE M::TAL PLATE ::;U/IRD Rl'dLJNG

MOVE"-ENT RA TING

M�CHANICALLY STABIL12ED EMBANKMENT

MOUNTAIN, MOUNT

MATE,IAL

MA:NTENANCE VEHICLE PULLOUT

N

NORTH

NORTHBOUND

N_MBER {MUST HAVE PERIOD)

N-MBERS (MUSf HAVE PERIOD)

NOMINAL PIPE $I 2E

N�An SIDE

N:W STANDARD PLAN

NOT TO SCALE

( 0 oeu fERA rE OIJERCRoSSINC

◊-TSIDE DIAMETER

◊-TSIDE FACE

o,: GI NAL GROUND

J

OPEN GRADED ASP-iAL T CONCRE l"E

OPEN GRADED FRICTION COURSE

OVERHEAD

o,oINARY HIGH WATER MARK

◊-T TO OUT

OPPOSITE

OVERSIOE DRAIN

( p

PA.GE

P::RFORATEO ALUMINUM PIPE

P�LL BOX

PO:NT OF CURVATURE,

P,ECAST

PO:f'H OF COMPOUND CURVE, PORl I ANO CEMENT CONCRETE

PORTABLE CHA\IGEABLE MESSAGE SIGN

P�RFORATEO CONCRETE PIFE,

P,ESTRESSED CONCRETE PIPE

PO:NT OF COMPOUND VERTJCAL CURVE

Pc RMI f fO ENfER AND co,STRIJCT

P=-OFSTRIAN

PcDES1nlAN ovrnrnosSJNG

P:DCSTRIAN UNDCRCROSSING

P::RMEABLE MATERit,L

PG

PI

PJP

Pkwy

{1 PL

P/L p�

PN

POC

POT

POVC

PP

PPL

PPP

PRC

PRF

PRVC

PS&£

PS, PIS

PSP

PT

PVC

Pvmt

Qty

R R & D R & S R/C

RCA

RCB

RCP

RCPA

Rd Re inf

Rel Repl Ret Rev Rdwy

RH"A

Riv R�

RP

RR

RSP

Rt

Rte

RW

R/W

Rwy

( P continued ) PHOF Ill:. GHAOI:.

POINT m )NTERSE:;TioN PARTlAL JOINi PENETRATlON PARK'riAY Pll'1TE

PROPERTY LJNE

POST IJILE,

TIME FROM NOON TO MIDNIGHT

PAVING NOTCH

POINT OF HORIZONTAL CURVE

POINT OF TANGENT

POINT OF VERTICAL CURVE

PIPE PILE,

PLASTlC P JPE, POWER POLE

PREFORMED PERMEABLE LlNER

PERFORATED PLASTJC PIPE

POINT OF REVERSE CURVE

PAVElliENT REINFORCING FABRIC POINI OF REVERSE VER IICAI ClJRVE

PLANS, SPFCIFJCAT]ONS AND FS-HJATFS

PRE STRESSED

PERIORATED STEEL PIPE

POINT OF TANGENCY

POLYVl,YL CHLORIDE PAVrnENT c- a ==:)

OUANTJTY

( R

RAUIUS

f--lCMOVI:. .�ND DISPOS:.

REMOVE ANI) SALVAGE

RA TE OF CH.ANGE

REINFORCED CONCRETE ARCH

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE PIPE ARCH

ROAD

REINFORCED,

REJNFORCEMENT,

REINFORCING

RELOCATE

REPLACEMENT

RETAINING

REVISED, REVISION

ROADWAY

RUBBERIZED HOT MIX ASPHALT

RIVER

ROAD-MIXED

AAOllJS POINT, RFFFRFN(F POINT

RAIUlOAD

ROCK SLOPE PROTECTJO�.

REVISED STANDA�D PLAN

RIGH

ROUTE

nED'HOOD, R[TAINING WALL

RlGI--T OF WAY AAlLWAY

SAE

Sclv

SAPP

SB

SC

SCSP

SD

Sec

Sep

SG

Shld

SM

Sim

'i.

SU

Spec

SPP

ss SSBtJ sso

SSPA

SSPP

SSPPA

SSRP

St Sta

STBB

Std Str Sur-f

SW

Swr Sym S4S

T

Ton

TBS

Tbr

TC

TCB

TCE

Tel Temp

TC

Tot

TP

TPB

TPM

Trans

SOUIH,

SUPPLEMENT

STRUCTURE APPROACH EMBANKMENT

SALVAGE

STRUCTURAL ALU.�INUM PLAfE PIPE

SOUTHBOUND

SAND CUSHION

SLOTTED CORRUGATED STEEL PIPE

STORM DRAIN

SECOND,

SECTION

SEPARATION

SUBGRADE

S-iOULDER S-iEET

SIMILAR

STATION LJNE

SELECTED MATERIAL

SPECIAL,

SPECIF ICA I IONS

SLOTTFO PLASTIC P[PF

SLOPE STAKE

STRAP AND SADDLE BRACKET METHOD

STRUCTURAL SECTION ORAJN

STRUCfURAL STEEL PLATE ARCH

STRUCTURAL STEEL PLATE P:PE

STRUCTURAL STEEL PLATE P:PE ARCH

ST[[L SPIRAL RIB PIP[

STREET

SfAf!ON SINGLI:. IHHII:. BCAM BAHH!l:.H ST ANl)ARI)

STRUCTURE

SURF ACING

SIDEWALK,

SOUND WALL

SEWER

SYMMETRICAL

SURF ACE '1 SIDES

( T

SEMI-TANGENT

TANGENT

TiRIE BEAM BARRJER

TIMBER

fOP OF CURB

TRAFF IC CONTROL BOX

J

TEMPORARY CONSTRUCTION EASEMENT

TELEPHONE

fEMPORARY

TOP OF GRADF

TOTAL

TELEPHONE POLE

TREATED PERMEABLE BASE

fREAfED PERMEABLE MATERIAL TRANSi Tl ON

TS

Typ

UC

UD

UG

UON

UP

V

Var

VC

VCP

VerT Via Vol w

WB

WH

WM

ws

WSP

Wt

WV

WW

WWLOL

X Sec Xing

Yr Yrs

( T continued )

TRANSVERSE,

TRAFFIC SIGN/IL,

TUBULAR STEEL

TYPICAL

( u

UNOERCROSSING

UNOERORAI N

UNDERGROUND

UNLESS OTHER1JIISE NOTED

UNDERPASS

( V

VALVE,

DESIGN SPEED

VARIABLE,

VARIES

VFRTICAL CURVF

VITRlFIED CLAY PIPE

VERTICAL

VIADUCT

VOLUME

c=__ w =:)

WE.ST�

'MID IH

WESTl:30UNU

WEEP HOLE

WIRE MESH

WATER SURF ACE

WELDED STEEL PJPE

WEIGHT

WATER VALVE

WINGr,•ALL

WINGWALL LAYOUT LINE

( X

CROSS SECTlON

CROSS"G

YEAR

YEARS

y

/, fl:- ,-�-- � 1/l, ' ' _, d '-' �-

O,oc, , -

Cd ,,C _C

'"""''� n J O 20]3 i,; ��"f- July-, �� l:'�B�_::::i;:'�·=,,:::· ·, -_- ,-:·,_ :-,- ,- - , TO ACCOMPANY PLANS DATED 2-6-14

IINIT OF MEASUREMENT SYMBOi S:

Some of the symt:ols used in the pr-ojec; plan quantlry tab eG und in -he e d Item List ur-e:

TABLE A

SYMBOL USED o=-FINITIONS

ACRE ACRE

CF CJBIC FOOT

CY CJBIC YARD

EA EACH

GAL GALLON

LB POUNJ

LF LINEAR FOOT

SOFT SOLJARE �OCT

SQYD SQUARE YARD

STA - 00 °ECT

TAB TABLET

TON 2 , 000 POUNDS

Some of the symbols usec in the plans other- Then in the project pion quantity tables are:

TABLE B

SYMBOL USED OcFINITIONS ksi KlPS PER SQUARE INCH ksf KlPS PER SQUARE FOOT psi POUNDS PER SUUARE INCH psf POUNDS PER SClUARE FOOT lb/ft3 pcf POUNDS PER CUBIC FOOT tsf TONS PCR SOUAR[ FOOT mph, MPH * Ml LES PER HOUR � NC,MJNAL OJ.A.METER oz OUNCE lb POUNl) kip 1 ,-000 POUNDS col CALO�JE ft 1001 OR IEE� gal GALLON

* For use on o sign panel only

STATE OF CAUFORNJA

DEPARTMENT OF TRANSPORTATJON

ABBREVIATIONS

(SHEET 2 OF 2l

NO SCALE

RSP A10B DATED JULY 19, 2013 SUPERSEDES STANDARD PLAN A10B

OATEC MA v 20, 2011 - PAGE 2 OF THE STANDARD PLANS BOOK OATEO 2010.

I REVISED ST AND ARD PLAN RS P A 1 OB

I\) lJ m m

C

-I z

C lJ

C r z lJ"',, m

20 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

A

AB AGGREGATE BASE

ABS ACRY LON I TR ILE -BUT AD l ENE -STYIIENE

AC ASPHALT CONCRC TE

ACC ARMOR-CLAD CONDUCTO�S

Adj AO.JACEN- /AOJUSTABLE

AIC AUXILIARY IRRJGATION CONTROLLER

Alt AL TERNA-IVE

AMEND AME NOW.ENT

ARV A:R RELEASE VALVE

AUTO AUTOMATIC

AUX AUXIL 1 ARY

AVB ATI..J.OSPHER[: VACUU'-1 BREAKER

B

B&B B,'\L_ED AND BURLAPPED

BIB Q.RASS/ORONZE

BIB/PL BRASS/BRONZE/PLASTl C

B/PL BRASS/PLASTIC

BFM BONOEO FlB::R MATRIX Bit Ctd BJTLJMJ\IOUS CCATEO

BP BOOSTER PU.�P

BPA BAC<.FLOW PREVENTER ASS'::MBL Y

BPE BACKFLOW PREVENTER ENCLUSURE

BV BALL VALVE

C

C CONDUIT

CAP CO�RUGATED ALUMINUM PPE

CARV CO�BINATWN AIR RELEASE VALVE

ce COUPLING 8AN[)

CCA CAM COUPLER ASSEMBLY

CEC COJ\ I ROLU:.R !:.NCLOSUHI:. CABIN!:. I

CHDPE CORRUGATEO HIGH DENSITY PCLYE-HYLENE

CL CHAIN L:NK

CNC COi\ TROL AND NEUTRAL CONDUCTORS Cone COJ\CRETE CP COPPER Pl'E

CS COMPOST SOCK

CSP CORRUGATED STEEL PIPE

CST CEJ\ TER STRIP

CV CH[CK VALV[

Dia

DIP

DIT

DG

ON

OVA

D

D]AME-ER

L)UCTILE IRON Pl�E DRIP IRR I GA TIO\l TUBING

DECOMPOSED CRANITE

DIAMETER NOMINAL

DRIP VALVE fiSSEMBL Y

EC

ECTC

Elect Elev

ELL

ENCL

EP

ES

EST

ESTB

ETW

E

EROSION •:ONTROL

EROSION CONTROL TECeNO OGY cou,CIL

ELECTRIC/ELECTRICAL

ELEVI\TION

ELBOW

ENCLOS.JRE

ECGE OF PAVEWENT

EDGE OF SHOULO::R

ENO ST�IP

EST ABLIS-<MENT

ECGE OF 7RAVELEO WAY

F

1-- ULL CfACLE

F /P FULL/PART CIR'.:LE

FCV FLOl'i' CONTROL VALVE

FERT FER I I I /ER

FG Fl\lISHED GRADE

FH FLEX:3LE HOSE

FIPT FEMALE :RON PIPE THREAD

FIS FERT"Lf2ER INJECTOR SYSTEM

FL FLOW LINE

FR 'ISER ROLL

F5 FLOW SENSCR

FSC FLOW SENSOR CABLE

FV 1-- LUSH VALVE

G

Golv GALI/A'IIZED

GARV GA,DE'I VALVE

GARVA GA=IOE'l VALVE ASSEMBLY GM GRl\1/EL MULCH

GPH GALLO'IS PER HOUR

GfM GALLO'IS PER MINUTE GSP GALVAJ\lZEO STEEL PIPE

CV GATE VALVE

H

HAI F ClRCI E

HOPE HIGI- DENSITY POLYETHYLENE

HP HORS[POl'i'[R/HlNG[ POINT HPL HJGH PHl:.SSUHI:. LINI:.

Hwy HIGHl\'AY

IC lRRIGATION CONTROLLER

ICC JRRIGATION CONTROLLER($)

IN CONTROLLER ENCLOSURE CABINET

ID lNSIDE DIAMETEn

IFS IRRIGATION FILTRATION $YS1EM

JPS IRON PIPE Sl2E

IPT ]RON PIPE THREAD

Irr JRRIG1"\TION

Max

�BGR

MCV

MIC

�in

MIPT

�isc Mtl

MVP

NCN

NL

No.

NPT

0/C

OD

OL

p

PB

PCC

PE

Pkt

PL

PL5

PLT

L

LENGTH

M

MAXIMUM

METAL BEAM GUARD RAILING

MANUAL CON HOL VAL VI:.

MASTER IRRIGATJO'I CONTROLLER

MINIMUM

MAL:: IRON PIPE THREAD

M[ SCELLANEOUS

MAE RIAL

MAINTENANCE VEHJCLE :,ULLOUT

N

NO COMMON NA'1E

NOZZLE LINE

NUMUER

NATIONAL PIPE THREAD

ON CENTER

ouTs:uE IJlAMETER

OVPLA:,

p

PART CIRCLE

PULL BOX

PORTLA\ID CEMENT CONCRETE

POLYETHYLENE

PACKET

PLASTIC

PURc LIVE SEED

PLANT PLANTING

PL T ESTB PLANT �ST ABLISHMENT

PM

PR

PRLV

PRV

PVC

Pvmt acv rosT MILE

PRFSSURF RATFO

PRESSURE RELIEF VALVE

PRE55URE REGULATlNG VALVE

POLYVINYL CHLORIDE

PAVEME'IT

Q

OUA=i!TER CIRCLE

QUICK COUPLIJ\G VALV[

liQll.;

For additional abCreviationa, R

R RADIUS

RCP REINrO,CED CONCRETE PIPE

RCV REMOTE CONTROL VALVE

RCVM REMOTE CONTROL VALVE (MASTER}

RCVMF REMOTE CONTROL VALVE (MASTER} W/FLO'.V

SENSOR

RCVP

RCW

RECP

REO

RIGS

R/W

SCH

SF

Shld Sq

SST

Sta Std

SW

T

TLS

TO

TR•

TT

TWSA

Typ

UG

w

WI

WM

WS

WSA

WSP

WWM

R.::MOTE :::ONTROL VALVE 111'/PRESSURE

REGULATCR

Ri'CYCLED WATER noLLED EROSION CONTl10L Pl10DUCT

REQUIRED

REMOTE JRR:GATION CONTR:)L SYSTEM

RIGrT OF 'i'/AY s

SLIP

SCHEDULE

STATE-FURNISHED

SHCUL0£R

SQUARE

SIDE STRIP

STATION

STANDARD

SIDEWALK/SOUND !\'ALL

T

THIRD CIRCLE/THREAD

TRUCK LOADING STANDPIPE

THREE QUARTER CIRCLE

Tu:::iF REINFORCEMENT MAT

TWO-THIRDS CIRCLC

TREE WELL SPRINKLER ASSEMBLY

TYPICAL

u

UNDERGROUND

WIDTH

'MITH

w

'HATER METER

WYE STRAINER

WYE STRAINER ASSEMBLY

"l'i"ELDED STEEL PIPE W[LD[D wmc M[SI I

07 I LA 405

-:::'.: f;: -�" '.J-lEE T•::T/•.L

', � I •!:.. I -1.-, '.lll I

R23.4/24. 7 21 29

TO ACCOMPANY PLANS DATED 2-6-14

STATE OF CALIFORNIA

DErARTMENT or TRANSrORTATION

LANDSCAPE AND

EROSION CONTROL ABBREVIATIONS

NO SCALE

see Standqrd Plans A10A and A10e.

RSP H1 DATED JULY 19, 2013 SUPERSEDES STA.,,DARO PLAN H1

DATED MAY 20, 2011 - PAGE 218 OF THE STANDARD PLANS BOOK DA.TEO 2010.

REVISED STANDARD PLAN RSP H1

I\) jJ m

(J) m

C

(J)

-t z

C jJ

C r z jJ

(J)

:::c:

21 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

EXISTING

-------3-S------· iZ>

·····dip·····

----- cp------

-----·.-r, ··----l�

NEW

[S}-------

---,:n----

-lID---gJ

ACC -�

CNC -. ,., ,·

-DIP-

--CP--

--�·-01T---

Q ij i5

---0---

ITEM DESCRIPTION

WATER METER (WM)

BACKFLOW PREVEN-ER ASSEMBLY (BPA)

BACKFLOW PREVEN-ER ENCLOSURE (BPE)

BOOSTER PUMP {BP/

TRUCK LOADING STANDPIPE {-LS)

FLOW SENSOR (FS)

MASH.� JRRIGATION CONTROLU:.R (MIC)

AUX:LJARY IRRJGA-ION CONTROLLER {AIC)

ISRIGATION CONTROLLER (IC)

IRRIGATION CONTROLLER (IC) (8ATT£RY)

IRRIGATION CONTROLLER (IC) {SOLAR)

IRRIGATION CONTROLLER (IC) (-••o WIRE) IRRJGATION CONTROLLER(S) IN CO,'flROLLER ENCLOSURE CABlN:.T (ICC)

.ARMDR-CLAO CONOUCTo,s (ACC)

CONTROL AND NEUTR�\L CO\IDUC-◊RS (CNC}

IRRIGATION CONDUIT

EXTEND IRRIGATION CONDUJT

DUCTILE ]RON PIPE (SUPPLv LINE) {MAIN) {DIP)

GALVANIZED SlEEL PIPE (SUPPLY LINE) (MAIN) (GSP)

GALVANIZED STEEL PIPE (SUPPLY LINE) (LATERAL) (GS=')

PLASTIC PlPC. (SUPPLY Ll"IC) (MAIN)

PLASTIC PIPE (SUPPLY LI,E) (LATERAL)

COPPER PIPE (SUPPLY LINE)

)RIP IRRJGATION TUBJNG

RF�OTF CONTROL VALV= {RCV)

REMOTE CONTROL VALVE (MASTER) (RCVW)

REMOTE CONTROL VALVE {MASTER) W/1- LOW METER (RCVf.11-}

REMOTE CONTROL VALVE 'N/PRESSURE REGULATOR (RCVP)

EXISTING W·ANUAL CONTROL VALVE (MCV)

DRIP 'JALVE ASSEMBLY (DVA)

WYE. STRAINER ASSEMBLY (',VSA)

EXISTING

0--------

07'-7'-/--/--/-0

---0"' o---

NEW

0--

(I}---

----M---

----0--

>0-----

ID]--

----ID--

---------3

\\\FR\\\

\\\CS\\\

ITEM DESCRIPTION

GATE VALVE (GV)

BALL VALVE (BV)

OUICK COUPLING VALVE (OCV)

CAM COUPLER ASSEMBLY (CCA)

GARDEN VALVE ASSEMBLY (GARVA)

PHl:.SSUHI:. Rl:.G ... LA IING VALVI:. (PHV)

PRESSURE RELIEF VALVE (PRLV)

I-LOW CONTROL VALVE (I-CV}

C::OMBINA-ION AIR RELEASE VALVE (CARV)

CHECK VALVE (CVi

FLUSH VALVE (FV)

EXISTING NOZZLE LINE W/TUnNING UNION

EXISTING IRRIGATION SYSTEf.l

EXISTING IRRIGATION SYSTEM TO B[ REMOVED

CHAIN LINK GATE

QUICK COUPLING VALVE 1VSPRJNKLER PROTEClOR

SPRINKLER W/SPRINKLER PROTECTOR

CONNECT TO EXISTING SYSTEM

CAP

CAP EXISTING

FIB�R ROLL

COMPOST SOCK

11CV SJZE

------ IRRIGATION CONTROLL[R

-----CONTROLLER STATION

�----VALVE IN PARALLEL (IF APPLICABLE)

GPM

QUANTITY OF SPf'l.lNKLEns (WHEN SHCWN)

07 I LA 405

~:::: f;: -�" '.J-lEE T•::T/•.L ·, � I •!:.. I -1.- , '.lll I R23.4/24. 7 22 29

TO ACCOMPANY PLANS DATED 2-6-14

STATE OF CALJFORNIA

DEPART�.ENT OF lRANSPORTATION

* ( 2 /£-A-2b- 40-60� LANDSCAPE AND EROSION

CONTROL SYMBOLS

VALVE CODE

* VALVE CODES FOR EXIST:NG VALVES

ARE SHO'HN IN A DASHEC ENCLOSURE.

NO SCALE

RSP H2 DATED NOVEMBER 1 5, 2013 SIJ ='ERSEDES RSP HZ DATED JULY 19, 2013 ANO

STA\IDARD PLAN -i2 DATED MAY 20, 2011 - PAGE 213 OF THE STANDARD PLANS BOOK DATED 2C10.

REVISED STANDARD PLAN RSP H2

I\)

:u m

(JJ

m

C

(JJ

-I

J> z

C

J>

:u

C r

J> z

:u en

::c I\)

22 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346 r-------7 I I I I

: SPRINKLER :

I I I I r L __ n l

COUPLING AS �Ea

(SWE MATERIAL AS

�I

D

PL ::OUPLING

(T X T;, FG

ELEVATION

RISER SPRINKLER

ASSEMBLY TYPE I

I I I I

: SPRIJ\KLER :

I I I I

I ·-

-- I

PL COUPLING OR

RISER)

r-------7 I I I I

: SPRJ\IKLCR :

I I I I L__ __I

IFC◊UPLINC AS RED ld (SAME MATERIAL AS RISER)

,- FG

.-----L--� -,,,.L_-, D

ELEVATION

RISER SPRINKLER

ASSEMBLY TYPE II

r-----

I I

: SPRINKLE� :

I

I

I I

L -□ j

1 -!1

FLEXIBLE RISER

L� ,- Fr.

c;�---

D

ELEVATION

RISER SPRINKLER

ASSEMBLY TYPE III

TOP m SPRINKLER 3" Al:30V�

TOP OF ROOT BALL �1,

(I ",, .·. �l

FLOW SHUTOFF DEVICE IT x Tl

('HHEN REO)

-•;,!. ?'.1

QC

STAINLESS STEEL

HOSE CLAMP

TII'

'Llr .. a . .... "

ELEVATION

RISER SPRINKLER

ASSEMBLY TYPE IV

SUPPL 'f LINE FLEX IBLE HOSE�.

,-J.

I I ,-.:

t-'.::-)J��� rrii - I

ROOT HALL �/

\_ PL ADAPTER ( S x T)

EACH ENO

48"+

ELEVATION

RISER SPRINKLER

ASSEMBLY TYPE V

07 I LA 405

~:::: f;: -�" '.J-lEE T•::T/•.L ', � I •!:.. I -1.- , '.lll I R23.4/24. 7 23 29

TREE WELL SPRINKLER

I ASSEMBLY OR BUBBLER, Typ __

DLAN- BASIN -

TREE, SHRUB

I, '

- - -:- -OR V"E, Typ

;___ TR[[, SHRUB

OR VINE BASIN

RCV

SLOPE

i

-PIPE SIZE

(SEE PIPE SIZING :HAR-I

PLAN

TO ACCOMPAN� PLANS DATED 2-6-14

NOTES:

1. Instol I tree �--eI I sprinkler assembly on up-h"II side of plan- when on slape.

2. Jnstol I bubbler within b<lsin.

TREE, SHRUB OR VINE (AS SHOWN ON PLANS)

4" Ofq PERFORATEO ORAIN PIPE, FILL ED WITH GRAVEL, HOLES FACING ROOT SALL

_.- REMOVABLE DRAlN GRA-E

:- PLANT BASIN

t

•· ;/J>. ,,, F�,-i�ltJ\�;EARANCE

-, BUBBLER

o'.I ' , w C> • ·-._ RIS=-R 1� o I • • ,;. '-"�"'

, r==Q,_ SWING JOINT _, LATERAL SUPPLY LINE

SECTION

TREE WELL SPRINKLER ASSEMBLY

STATE OF CALIFOR�IA

OEPARTMENT Or TRANSPORTATION

LANDSCAPE DETAILS

NO SCALE

RSP H5 DATED JULY 19� 201 3 SUPERSEDES ST ANDARO PLAN HS

DATED MAY 20, 2011 - PAGE 222 OF THE STAJ\DARD PLANS BOOK DATED 2010.

REVISED STANDARD PLAN RSP H5

I\)

::IJ

m

(J) m C

(J)

--t z

C :ti C

'l1 r-z

:ti (J)

'l1

::c en

23 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

PCC

::I R--;

5 1/,i" J 3'12'' � I 14"

P _AN

.-FG

10"

I

(I l�=j <t

I 4"

20"

PLAN

'-l

I o

�-- .. I-Pee

FG

11-

- CO'lCRETE -HRUST 3LOCK

(TYPICAL)

07 I LA 405

--:::'.: f;: -�" '.J-lEE T•::T/•.L ', � I •!:.. I -1.-, '.lll I

R23.4/24. 7 24 29

TO ACCOMPAN� PLANS DATED 2-6-14

1-'i�i>,,�c•\•,_•.

r-r-··.,:::,,, lt::l::I_.!, ]

II .LI

,.,--1 ' c, • I I I I

I : . ' 4 l . . . rn 00 "' "' r--�-< -- • 1,--r------1 • ---:r:r q- - ' : :-� . � T1�T�1��i!1.M1�1J-l

") , L ___ ,.__ SPRIN

C VALVE SECTION COUPLJN'

I

I __________ '"·· - SPRINKL[R

SECTION

SPRINKLER PROTECTOR TYPE I SPRINKLER PROTECTOR TYPE II

RISER

Pl STREET Ell ( T x T)

SUPPLY UNE- .. -

..,.,., . .,.- r::� I I

/:5:::::::, \ \ i' '� I J ,..

,, II ,,.

''-..�.:,--./]1

ISOMETRIC

ELL (T x T)�-'

·- PL NIPPLE LENGTI- 1 ;>"

PL STREET ELL IT X T)

POP-UP SPRINKLER ASSEMBLY TYPE I

fl ISER-.

..... �/::)1

I I

Pl Ell (S X Tl

SUPPLY LINE - . . ,.,.,.. ,..

I

FLEXIBLE HOSE

LCNGTH 24" Min

PL ADAPTFA (S x T)

I�::::, (i '�, \ \

PL STREET ELL (T x T)

ISOMETRIC

POP-UP SPRINKLER ASSEMBLY TYPE II

TYPICAL THRUST BLOCKS

,,,..- .... , SUPPLY LlNE •• ····-..,.----,,.,,, '

' ,t-:"ti \

I ,JsER

,/,/ �\\ :'cc·,:,:f",;j

,,,::'�.-:.\> , .::':; '\ \ ,..,, \\ ';, � ·--- ... ... . :,,_PL STREET ELLS (;"f-:::� � I ,,./· (T x T) 'i 0-;

/[,.,. ,.. '1\ ,\ ,,,;:_/ ,, \1 ,, '\, }j ,..,,,,.. ','~-.:::,,---

ISOMETRIC

POP-UP SPRINKLER ASSEMBLY TYPE III

STATE or CALirORNlA DEPARTMENT OF nANSPOR--A TION

LANDSCAPE DETAILS

NO SCALE

RSP 06 )ATEO JULY 19, 201 3 SUPERSEDES STANDARD PLAN H6

DATED MAY 20, 2011 -- PAGE 223 OF THE STAJ\DARD PLANS BOOK DATED 2010.

REVISED STANDARD PLAN RSP H6

I\)

::IJ

m

(J) m C

(J)

--t z C

:ti

C

'l1 r-z

:ti

(J) 'l1

::c m

24 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

BRASS W"E STRAINER,

POS{TION STRAINE�

BARREL 45"' FROM

Hor-iz

,,-- COVFR FG

�=============ssss=

07 I LA 405

~:::: f;: -�" '.J-lEE T•::T/•.L ', � I •!:.. I -1.-, '.lll I

R23.4/24. 7 25 29

L.� i -��] ------,� :

I

• ::::;; � I I j/

/1sa,- \ ,' r :

- -• .' , ¥," LOOSE KEY

: : (--7' ,,- _ : r GARV i--!__i==-==-===-���= == =-=-=---=-==-=-=�---:

,Hi : : 1' \-.,o·" \ :

I

I -- I

N / • ..

�.or- 'r/

:-.·,v::�,-:ox TO ACCOMPANY PLANS DATED 2-6-14

Golv STEEL

: r r rJ-' I_ , '1 l 1 1 2 11 Min r : 7-

11 @' •• ,_. , 1 •. j : Typ / 7,-

-� I I ., 1 / ( 11 if " j 1 1 2 Min

I I I r-)!.. .L!i L___J_j I Typ

I I L I -- --, I I

COUPLJN::; UR

ELL IT x Tl

OR COPPE� FEMALE

ADAPTER OR ,- PVC MALE ELL {S x T) --.,_ / ADAPTER 1 1 1 1

-T I I

�_L_ __ J :___ / : : : :

: : -----------� :---lJ I I

I I

,I I I I -= r1-1, a"' !

( I I I ,__ -;t-

______ J ___ _/ \ __ f-�

: : :-1 : l 1

T :

L_._ ____ I I I I I I I -1 r----l L_ I I I I

: , : : • : --1 r _____ .... J 1

IT I IT I I I C

,1-..l. 1l:=L l_ I :i �

1-------'_ -1 _J I I -� � i-f A .� -1 I I -L

� --- .J ___ ,,1._{_)_,/ l,, __ J_�===�J cl���;'J:!. � ,;.;·- - •v•, • 1-;i�--�-

� i:i\� 3/," Dia GRAVE_ OR CRUSH rn

ROCK

;�i/z.r,. .�;(: C1:·:C

\ / (T x S) r_ --"�-----,r •JJL_j_lLJ ,r fi ::...__Exist OR

PROPOSED :;sp

OR CCPPER

(SUPPLY LINE)

� Exist OR

PROPOSED PL

Galv STEEL

STRE::T ELL

IT X T)

ELEVATION

···-SUPPLY LJNE

INL::T FOR STRAIGHT

PATTERN VALVE

WYE STRAINER ASSEMBLY

VALVE Box-., ELECTRJ:: REW.GTE

CONTROL VALVE {RCV)

·._SUPPLY L '. NE

INLET FOR ANGLE

PATTERN VALV�

ELEVATION

VALVE

JDEN-IF !CATION LABEU

FOR ABBREVIATIONS SEE

REVISED STANDARD PLANS

RSP H1 AND RSP H2.

FOR CONTROLLFR ANO

STATION NUMBER c- )RIP WYE STRAINER PRESSURE

REGULA WR

. VALVE SEE PROJECT PLANS. ----f-+ -0>�

·- 0.

1�_: ___ -_: ____ �-;_ --"\---7-----------\-�!- -:

I , • c X ; : :

/ i� \ :

l / 1-t� \ , I : .. ' \I I rr *

* :: SUPPLY

r r I I

I I --- I I

: : ( I

----=---LJ ___

---- _J_L_ --h!.._ __ --------------------

_c-=._

' r

RECYCLED WA 1 t.H WARNING

SIG'! WHEN REQUIRED---

LISE VAL VE BOX COVER---+

DR! LL SIGN AsD COVER

TO ACCEPT MACHINE BOLT--..,

·-. /l

PLAN

't'IOVFN WIRF CLOTH

SECTION

VAL_ILE_B_QX

HINGE '/HEN REOUIREI)

2 MACH !NE 80L TS

1 MACH [NE 30L T

PIPE (SUPPLY LISE)

GALVANIZED OR COPPER PIPE

CONNECTION TO PLASTIC PIPE

3/," LOOSE

KEY GARV

�::.11._., ..

3/,"?L RISE�

D

ELEVATION

3/," LOCATION "'"'11

FG

,)z:+ �/�-

N l D : t � SLPPL Y LINE

[==�============:!j

:> ,-. "' SJG'I---.

COVFR

* 2' CLEARANCE ON ALL SIDES ·

:i

1/�" ¢ SLOTTED HEAD

MACHINE BOL 1 W!TH

2 WASHERS A.NJ NUT GARDEN VALVE ASSEMBLY

ELEVATION

LOCATION MARKER

GARDEN VALVE ASSEMBLY

STATE OF CALIFORNIA

DEPNHMENT o= TRANSPORTATION

ELEVATION ;;:1 LANDSCAPE DETAILS

DRIP VALVE ASSEMBLY SECTION NO SCALE

VALVE BOX IDENTIFICATION

RSP 07 )ATED JULY 19, 201 3 SUPERSEDES STANDARD PLAN H 7

DATED MAY 20, 2011 - PAGE 224 OF THE STAJ\DARD PLANS BOOK DATED 2010.

REVISED STANDARD PLAN RSP H7

I\)

::IJ

m

(J) m

(J)

--t z

:ti

C

'l1 r-z

::IJ

(J) 'l1

::c

25 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

LJFTINC HANDLE

EA:'.:H SIDE--. 1-BPE

LOCK-GUARD�

CLASP DR LATCH I-OR PAL)LOCK

UNION, Typ

GV .�1; ""

NI� "

TEE ,,,/THREADED PLUG

PIV◊- POINT

{SPOT WELD NUT

TO 80LT)

2" Typ

1__c 6" Min (AL_ SIDES)

- 2" Typ

I , FG

,·,;,,·v ·;:,-1, I .. J .. T . l,'"-S:'· ;,.

PCC PAD ,-:,

I 1 TAPE, Typ I I

U .J'.·' •> Reinf BAR n. Typ

FLOW - f-2

S.,PPL v LINE \MAIN)__,, �

FROM WM

·' -THRUST BLOCK, Typ

�. T�{/;�;;�r .. �-] _ ·.:: /-.-.r.�-J _ ........ -L_/--

2'-0'' ' · SEE GALVANIZED OR COPPER FJPE I Min I CONNECTJON TO =>LASTIC PIPE OETAIL

ON REVISED STANDARD PLAN RSP H7

COMPACTED 0�

UNDISTURBED

SOIL 1 fyp

2" Min, Typ

Min 1 ft3 OF PCC FOR Min 2 ft3 OF PCC FOR

SUPPLY LJNC (MAIN} PIP[ 11//' AND SMALL[R

SUPPLY Llt>.E (MAIN) PIPE 2" AND LARGER

ELEVATION

BACKFLOW PREVENTER ASSEMBLY

IN ONE PIECE ENCLOSURE

LOCK-GUllRD

HANDLE

-CL.�SP OR

Nim q

FOR PADLOCK

TEE wrHREADE) PLUG

PIVOT POJNT, Typ

(SPOT WELD NUT

TO BOLT) G" Min (ALL SIUES)

.. 2" Typ

� , I _ I / . , I I r'� I I I f7i I I s · FG

�,-,Tl '--' . 1 1

I

,<,s , f-i-· ,, / ,·_,,,, ·'·" . . ·: I I➔ .- • ! .- ,.;,_,, • ,·, /,, �� � FCC PAD-· �

FLOW--=-

surrLY LINE (MAIN)

FROM W\,I

(/1 :::J / r:::

l

N6� 3) c,,L �3 Re;nf BAR fl. Typ

.., / r_-:-�g : .. ··: .·',<:z=.:::c==r�==J -

/ / ''.', __ :···.:_ ,, • ' 2'-0" -, SEE GALVANIZED OR COPPER PIPE

:1 --:--,1 • ,, •• � Mln � CONNECTION TO PLASTIC PIPE DETAIL

;,"-'. • ON REVISED STANJARJ PLAN R'SP H7

/ • ._ THRUST Bl.-OCK, Typ

COMPACTED OR-

UNDJSTLRBED

Min 1 ft J OF PCC FOR SUPPLY Ll\jE Min 2 fr 3 OF PCC FOR SUPPLY LINE

(MAIN} PIPE 1 1/2'' AND SMALLER

(MAIN) PIPE 2" AND LARGER

SO: L, Typ

ELEVATJON

BACKFLOW PREVENTER ASSEMBLY

IN TWO PIECE ENCLOSURE

--:::'.: f;: -�" '.J-lEE T•::T/•.L ', � I •!:.. I -1.-, '.lll I

07 I LA 405 R23.4/24. 7

TO ACCOMPAN� PLANS DATED 2-6-14

NOTES:

1. ·�ye strainer ond fittings must be the scme size os the backflow pr-eventer- shown on the plans.

2. Back.flow p.,.eventel" assembly man·1fold pipe must be the .::;ame pipe as the supply ine (main) pipe to be installed from the water- ,1eter- to 1he backflow pr-eventer assembly.

3. All metal i1 contact ·Hith soil ond Portland Ceme1t Concrete must be wrapped with 2" wide plastic backed adhesive polyethylene tape 20 mil -hick. with ½" overlap, COIL 3' OF WIRE 1N BOX -.

CONNECT -o

IRRIGATION

CONTROLLER---.

VALVE BOX TEE l.lOUI\ TEC FLOW S�NSCR t�---� ���-

-���-��--7

I I

\ / : �� \ : I ( �·/ = \ ! ,. .

.-RCDUCING BUSHING

I I -

• s::r<.D I 1

: : �: t : ; _.: .�SLIP COUPLlNG

I_ _J_

I I FLOW

_L f

L ________ .

r r

'·· 1c x: PIPE Ola Min OF STRAIGHT U'l!NTERUPTED

FLOW UPS-REAM

OF FLOW SENSOR

SECTION

FLOW SENSOR

5 x: PIPE Dia Min OF STRAIGHT LNlNTERUPTED

FLOW DOWNSTREAM

OF FLOW SENSOR

STATE OF CAI lFORNIA

DEPARTMENT OF TRANSPORTATDN

LANDSCAPE DETAILS

NO SCALE

RSP 08 )ATED JULY 19, 2013 SUPERSEDES STANDARD PLAN HB

DATED MAY 20, 2011 - PAGE 225 OF THE STAI\DARD PLANS BOOK DATED 2010.

REVISED STANDARD PLAN RSP HS

I\)

::IJ

m

(J) m C

(J)

--t z C

:ti

C

'l1 r-z

:ti

(J) 'l1

::c 0C)

26 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346 r:atv STFFL

COUPLING OR

ELL (T X TI

n

r. _________ � __

SUPPLY LINE

PVC MALE

ADA:JTER (S x T)

�x ·- 0

::-;I/ DUST

1�

AP

) . �r-\/ l I

1 ·r -'..

\ I

, . -- I ' I -� \

: -CAM :

I GSP NfPPLE COUPLER I I I

/,-WOVEN ,•;':RE CLOTH

I 1 I

: : ' - CHECK VALVE: J .:'- 3/4' Oia GRAVEL OR .... 3" .. 1 I -t c r' I CRUSHED ROCK ;,, t�\-----,,,",{, - "'\,/;,;;;-'lm,i/(; 1]

Galv STEEL ELL {1 x T) 36" '·

COMPACTED OR Tf-RUS T BLOCK ��?�S1URBED 1 tt3

ELEVATION

CAM COUPLER ASSEMBLY

07 I LA 405

-:::'.: f;: -�" '.J-lEE T•::T/•.L ', � I •!:.. I -1.-, '.lll I

R23.4/24. 7 27 29

No. 5 PB 48" Mir . TYPE "A" Pvmt

TO ACCOMPAN� PLANS DATED 2-6-14

= l \ MARKER AT EP

FG "' ••• "'

i= iwf H_

I N� .�7'.'.:' =' z; =7='=7=zy7/7//�/T/7/7/2/,ZT,7////7lj

CAP THE END_. LJ 2�,,

N

:e �:;

E

:A:

L

� -�-�-�: •· -:-: _- _,-_ --,-_ --,-------_-__ -_ -__ -_-__ -_-__ -_-_-__ -_ -__ -_-__ -_-__ - _-_-__ -_-__ -_-l __ l•

THRUST BLOCK ' IRRIGATION CONDUJT

{Min 2 ft3 PCC) ·._ IRRIGATION SUPPLY LINF COMPACTEO a�

\ ___ c�c IN CONOUl T UNO IS TURBED SO IL --· {ADD PULL WIRE IF NO CNC

ARE BEING INSTALLED)

FG-,

SEC Tr ON

IRRIGATION CONDUIT

UNDER TRAVELED WAY

SLRF ACING

- • �-�";,- c:==============::'.======================::;

I

1-.£1

'-._ ·._ IRRIGATION CONDUIT

._ 111RIGA110N surrLY LINE

SECTION

IRRIGATION CONDUIT

UNOER s:oE'HALKS, [)RIVEWAYS ANO P.�THS

STATE OF CALIFORNIA

DEPART�ENT OF TRANSPORTATION

LANDSCAPE DETAILS

NO SCALE

RSP H9 DATED JULY 19� 201 3 SUPERSEDES ST ANDARO PLAN H9

DATED MAY 20, 2011 ---- PAGE 22C OF THE STAJ\DARD PLANS BOOK DATED 2010.

REVISED STANDARD PLAN RSP H9

I\)

::IJ

m

(J) m

C

(J)

--t z

C

:ti

C

'l1 r-z

:ti

(J) 'l1

::c (0

27 of 29 INFORMATION HANDOUT #6 Contract No. 07A6346

OVERLAY (AS APPROPRIHE)- ., NOTES: TO ACCOMPANY PLANS DATED 2-6-14

07 I LA 405

."'�:: r, [io ..

R23.4/24. 7

1,3AN04

W4-2R

SEE NOTES 1 ANO 3

See Revised STandard Pion RSP T9 for taDles.

U se cone spacing X for taper segment, Y for to1ge1t .segment or Z for confl"1ct situations, as approriate, per Tcble 1, unless X, Y, or Z cone spacing is shown on this sheet-.

�� '· _1.,,1 ·LL

L/3 CONE SPACING X

SEE TABLE 1 AND

NOTES 10 AND 11

Unless othen1ise specified in the special provisions, all temporary warning signs shal I have black legend on fluorescent orange background.

AND 6 Colifor-nia codes ar-e designcted by (CAL Otherwise, rederal {MUTCDi codes are shown.

CONE SPACING S'::E 1foBLE 1 AND SEE NOTES 10 AND 11

.... •1----·· ':C"'

ScE N01E S

MEOIAN SHOUL□::R �

i c:::::::::::> i=C:::=· -"--:"""" ------,, - e-8 &-- • -e-0 •-• !__ * L ��- _____!_

98 -- ---tt, ---- - • - @!- -- ....... _____. - .. IJ- .,__ c::::::C>· ,.. ,{ 0 e e • • fl. ,.. V gf.:. SEE NOTE 8 .... _ _ _ _ _ _ _ _ _ � . __

--� oil or o • o o � fJ •\ e ----- SHOULDER ·'"& .:....:::.i.::.A ____ •--�'\,----�I\ Q Q O ◊ I-,.

C::::::..>

S-lEE- ,j;��.'·.L

28 29

� -1-

ADVANC[ WARNING SIGJ\

DISTANCE SEE TABLE 3 t A gj:.◄ SEE NOTES 8 AND 9

,.°"-SEE NOTE 12

r . 2L

!BUFFE� SPACE°

SEE TABLE 2

�ORK AREA '11in 3 CONES ACROSS EACH CLOSED LANE

AND SHOULDER EVERY 2000'. SEE NOTE 12,

SEE TABLE SEE TABLE 1 SEE NOTE 13

AND TABLE 1 -

SHOLi.DER

WORI(

I ~

W21-5 W21-5bR I r;ci II NEXT II W7-3oP I Lf.J x t.1L£S SEE NOTE 15 c:::::::.-� c:::::::::::> i! c;c � SHOULDER

-I

I

NOTES:

ADVANCE WARNING SIGN

DJSTANCE SEE TAB.E 3

AND NOTE 4

-1

I

1. Median lane closures shal conform to the detai I s as shown except that C20(CA)L and W4-2L signs shal I be used.

l- At least one person shal I be ossigned to provide full time main-ten-once of traffic control dev·ces for lane closures.

500'

3. Ouplic-ote s·gn installations ore not requ·red:

a) On opposite shoulder if at least one-half of tt1e ovoiloCle lanes r-emoin open to tra�fic.

b) In th.:! me:::· on if the width of tr-.e median shculder is less tran 8' and the outside lanes ore to be closed.

�. Each advance won1 i ng sign on each side of the roadway shol I be equipped w"th at least two fl<lgs for daytime closure. E ach flag shal be at least 16" x 16" in

���:_o���g!

h i� I

�i 1 0°{.

�fis�fn�r l���ii�:

nt shal I be placed at the locations indicated for lane closure during �'aurs of darkness.

5. h. :320-2 "END ROAD WORK" sign, with minimum size of 48" x 24" os cppropriatc, shal I b::::

placed at the end of the !ar1e closure u,1les1;, the end of work area is obvious o--- ends within a larger ::-roject's llrrlrs.

Mt D 1 AN 'SHOU LDt.H

Q

T

Li l

-t

CONE SPACl,G X

SEE TABL::: 1 AND

NOTES 1 0 .�NO 11

WORK ARF A

CON[ SPACING

SEE TABLE 1 ANU

NOTES 1 0 Ai'W 11

SHOULDER CLOSURE

6. If the W2G-1 sign would fol low within 2000' of a stationary '11"20-1 o- C20-1 "ROAD WORK NEXT --- MILES", use O czo(CA} sign for the first advance warning sign.

7. Place a C30(CA) sign eve-y 2000' throughout length of lane closure.

8. O ne f ashing arrow sign for each lane closed.

The f ashing arrow signs shol I De Type 1.

9. A minimum 1500'of sisht distonce shall be provided ·.vhere possible �or vehicles opproac�iing the first flosring arrow sig,.

I one closures shol I nol begin ol lop of crest vertical curve or on a horizontol curve.

1 O. Al I cones used for lone closures during the hours o.,. darkness shol I be fitted with retroreflect·ve bo"ldS (or $leevet.)

as specified ·1n the specifications.

11. Por·table del ineators, placed at one- ha I f the spacing inaicated for traffic cones may be u::,ed instead of coneo for daytime closures only.

SEE TABL:. 1

SEE NOTE ?

LANE CLOSURE

SEE NOTE 1 4

CONE srACING X SEE TABLE 1

ANO NOTES 10 ANO 11

L/2

CONE SP.I\CING X SEE TABLE 1

500'

A\10 NOTES 10 AND 11

L/2

ER LANE

CLOSED �

,' ,4-1R

= '=',:=, =,==================�! =:::M".:rn:'.::A:::N�l:::sH:::o=u:::u'.'.'c".:R====��= c=::-�

MEDIAN SHOULDER

cc;> C::::>

-C::::> -- .... -o.-• ---- • --*

� _;3�'1 �

- � ,,..cs

··f �oo' MC1X OR AT AEGlN\IING

��--(-------1

OF E�TRANCE RAMP

� • 0 • ·r

SHOULDER

SrlOULDER

OR

frn

_j!

c_ ---: ...... ----- ·D ---+ 0---e

ES-1 SEE NOTE 14 SC1 8(CA)

LANE CLOSURE AT ENTRANCE RAMP LANE CLOSURE AT EXIT RAMP

NOTE 4

12. Unless otherwise specified ·n the special f)rovisions, a minimum…