HomeMy WebLinkAboutW_5300_S-
LEE and RO
CONSULTING ENGINEERS
CONSTRUCTION PLANS FOR
PROJECT NO.
' tr ~ ..,.
... ,-rM11J" .
IRVINE RANW wm mcr ,.
-
11840
·S
.APPROVED:
DR.18(15819)-B
Sheet 8 Of 8
-•
RECORD DRAWING
THIS IS A ll£0MO ,DRAWING Of TI« FACILITIES IOEHTIFIED
IN THE TIT\.E IU!CK ONIX ANO MAI NIN P'RflMIIED H~
PAIIT ON l1HE 1"911 OF INl'ORMl\110lll CIOll'ILIO MID
FURNISHEO 11V OTHERS. THE ,INQINff11IAIIICIHITICf AND
OWNEll(S) Wilt. NOT IE IIOPONSIIU FOR ANll" IMOll(IS
OR OMISSION($) W+llOM HIN€ 1Ut1 •INCOIIPCIIAfEO IN'l'O
1'HII DMWIINQ. AC'IIIJAL OONOl1110NS Will VAR¥ IOMEWHAT
l'ROM THE CONOITIONS Sl40WN HMEON ANO AT 10ME
LOCATIONS THE VARl~NCE MAV BE LARGE. ·If THE •PIIN!CISE
LOCATION OF AN'f FACILITY IS ·ilt:QUtRIO, THE MOIU1Y
SHOU•LO IE FIELD LOCATl!O IN THt '1'11UENCE Of UI
EMPLO'f•EE OF THE OtSTRICT Oii 11HE OWNER(S) Ol 1'1«
UTILITIES IN\IOLVED.
I
IRVINE RANCH WATER DISTRICT
DIRECTOR OF ENGINEERING AN,D PLANNilNG
/~
" ---, (' ,4/ .'-£ A-•
JOHN T. MORRIS, --blRECTOR OF ENGINEERING . R CE NO.'
• DATE
MICROFILMED
',,t;«•~·t,''',~
I
~ -
,.
~
~ ... I
SAN
BE AC H
◊
N
No.
! ···1········ ...... :
1 l
LOCATION M A P
NO SCALE
BASIS OF BEARING:
STATE OF CALIFORNIA
"LAMBERT COORDINATE SYSTEM ZONE vr
I RV I N E
~
Ill
~ DR
~
UNNE!'I.S\"l"t'
It:' I RV I N E
=> f ~04; ~
0 Ci'-1'\'{0~ §
··------~-~~:
@ . 8;:s .. -.._
'•
PROPOSED
24" DOMESTIC WATER
TRANSMISSION MAIN
.Jo~ QtJ/Af H!Lt.s
VICINITY
NO SCALE
REVISIONS
a.
ROAD
M A P
BENCH MARK:
ELEV. 186.356 1976 ADJ •
ALUMINUM CAP STAMPED 3DD.30.70
ABOUT 1.35 OF A MILE ~OUTHEAST ALONG THE
BONITA CANYON ROAD, FROM THE INTERSECTION
OF MACARTHUR BOULEVARD. ABOUT 0.25 OF A MILE
WEST ALONG THE ROAD FROM THE INTERSECTION
OF COYOTE CANYON ROAD 81 FEET EAST OF A.
POWER POLE NUMBER 1816430 E. 24 FEET SOUTH-
WEST OF THE CENTER LINE OF BONITA CANYON ROAD.
1 .5 FEET NORTHEAST OF BARBED WIRE FENCE, IN TOP
OF A CONCRETE POST, />;BOUT LEVEL WITH THE CENTER
• OF THE ROAD AND WITNS:SSED BY A STEEL POST ABOUT
1 FOOT NORTHEAST.
APPROVED DESIGNED: GJC
1---4----1---------------'--...,....--t------t DRAWN: GJC
IRVINE RANCH
WATER DISTRICT
Irvine, Calif. 1---4----1-------------------t------t CHECKED: MC
INDEX TO DRAWINGS GENERAL NOTES
SHEET
NUMBER
T1
w,
W2
W3
W4
W5
W6
W7
W8
W9
w,o
AC
As
ACP
AVE
ARV
ASSY
BC
BF
BFV
BLVD
CB
CCP
DRAWING TITLE
COVER SHEET
INDEX TO DRAWINGS, GENERAL NOTES, SYMBOLS, AND
ABBREVIATIONS
PLAN AND PROFILE STA. 1 +91.83 TO STA. 9+00
PLAN AND PROFILE STA. 9+00 TO STA. 18+00
PLAN AND PROFILE STA. 18+00 TO STA. 27 +00
PLAN AND PROFILE -STA. 27+00 TO STA. 36+00
PLAN AND PROFILE STA. 36+00 TO STA. 45+41
DETAILS I
DETAILS :a:
DETAILS l[
TELEMETRY SYSTEM
SYMBOLS
/:;;,. AIR AND VACUUM RELEASE VALVE (ARV)
l;J BUTTERFLY VALVE (BFY)
® GATE VALVE (GV)
"""11 BLIND FLANGE (BF)
'9' FIRE HYDRANT (FH)
□ STORM DRAIN MANHOLE (SD MH)
9 BLOW OFF ASSEMBLY
•
EDGE OF AC PAVEMENT
CATHOD[C TEST STATION
I] INSULATING JOINT
ABBREVIATIONS
ASPHALT CONCRETE PAVEMENT
AREA OF STEEL
!NV EL INVERT ELEVATION
ASBESTOS CEMENT PIPE
AVENUE
AIR AND VACUUM RELEASE VALVE
ASSEMBLY
IP
IR
MIN
NO
IRON PIPE
IRRIGATION
MINIMUM
NUMBER
OUTSIDE DIAMETER
1. UNLESS SPECIFICALLY INDICATED, THRUST RESTRAINED JOINTS SHALL BE PROVIDED AT ALL ELBOWS,
TEES AND PLUGS ON 24-INCH MAIN. THRUST RESTRAINED JOINTS SHALL BE EITHER WELDED JOINTS
FOR SP AND CCP OR FLANGED JOINTS OR RETAINER WELDMENT JOINTS FOR DIP.
2. TOPOGRAPHIC INFORMATION IS BASED ON THE STREET PLAN AND GRADING PLAN FOR PELICAN
HILL ROAD PREPARED BY ROBERT BEIN, WILLIAM FROST & ASSOCIATES WHICH IS PART OF
THIS PROJECT.
3. IT IS THE CONTRACTOR'S OPTION TO USE DUCTILE IRON PIPES, MORTAR LINED AND MORTAR COATED
STEEL PIPES OR PRETENSIONED CONCRETE CYLINDER PIPES FOR THE MAIN LINE CONSTRUCTION.
ONLY ONE PIPE MATERIAL SHALL BE USED IN THE MAIN LINE CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY THE LOCATION OF THE OUTLETS FOR l~RIGATION CONNECTION SHOWN ON
THE PLANS DURING THE CONSTRUCTION BY REVIEWING THE PLANS ~PELICAN HILL ROAD, SLOPE
STABILIZATION LANDSCAPING" PREPARED BY ERIKSON PETERS THOMS, LANDSCAPE ARCHITECTURE.
WHICH IS PART OF THIS PROJECT.
5. COPIES OF THE GEOTECHNICAL REPORTS ARE AVAILABLE AT IRVINE RANCH WATER DISTRICT.
6. CONTRACTOR SHALL TRENCH FROM AND BACKFILL TO ROUGH GRADE LINE SHOWN ON PROFILES.
FINISH GRADE WORK SHALL BE PROVIDED BY PAVING SUBCONTRACTOR.
7. WHERE TRANSMISSION MAIN PIPE CLASS EXCEEDS 150, VALVES AND APPURTENANCES SHALL HAVE
WORKING PRESSURE OF NOT LESS THAN 200 PSI.
8. CONTRACTOR SHALL COMPLETE WORK ON VALVE APPURTENANCE, ETC., INCLUDING HYDRANTS AFTER
PAVING AND FINE GRADING ARE COMPLETED:
DRAWING CROSS REFERENCE SYSTEM
(A) DETAIL 1 IS SHOWN ON SHEET W-7
DETAIL NUMBER
SHEET NUMBER ON WHICH
DETAIL APPEARS
(B) DETAIL 4 IS TAKEN AND SHOWN ON SAME SHEET
®DETAJL NUMBES
BEGIN CURVE
"OD
PCC
Pl
POC
PROP
PSI
RCB
POINT OF COMPOUND CURVATURE
POINT OF INTERSECTION
UTILITY PHONE NO.
BLIND FLANGE
BUTTERFLY VALVE
BOULEVARD
CATCH BASIN
PRETENSIONED CONCRETE
CYLINDER PIPE
POINT OF CONNECTION
PROPOSED
POUNDS PER SQUARE INCH
REINFORCED CONCRETE BOX
1. PACIFIC TELEPHONE AND TELEGRAPH COMPANY
(BILL LOWRING)
2. SOUTHERN CALIFORNIA GAS COMPANY
(MIKE FITZGERLD)
3. SOUTHERN CALIFORNIA EDISON COMPANY
(NARJ HYDT)
4. IRVINE RANCH WATER DISTRICT
(STEVE MALLOY)
(714) 966-6216
(714) 634-3106
(714) 859-5253
(714) 476-7637
CONC
CONT
CTS
CSP
DIA
CONCRETE
RCP
R/W
REINFORCED CONCRETE PIPE
RIGHT -OF-WAY
5. THE IRVINE COMPANY -CONSTRUCTION
(JIM LORMAN)
(BUD MAXWELL)
6. COMMUNITY CABLEVISION
(714) 720-5447 (OFFICE)
(714) 644-1011 (FIELD)
(714) 721-6226
CONTINUATION
CATHODIC TEST STATION
CORRUGATED STEEL PIPE
DIAMETER
DIP DUCTILE IRON PIPE
DW DOMESTIC WATER
EC END CURVE
EL'Y EASTERLY
EXIST EXISTING
GV GATE VALVE
R-42862
s
SD
SP
STA
TEMP
t
&
SLOPE
STORM DRAIN
MORTAR LINED AND COATED
STEEL PIPE
STATION
TEMPORARY
THICKNESS
CENTERLINE
AND
7. lAIDLAW GAS RECOVERY SYSTEMS
(GEORGE JANSEN)
8. METROPOLITAN WATER DISTRICT
(CHARLES POLING)
9. UNDERGROUND SERVICE ALERT
1 0. ORANGE COUNTY EMA CONSTRUCTION
(DAVE MARSHALL)
11. RBF
(STEVE HUFF)
.DH .18(15819)-B
Sheet Wl Of Wll
12. GSA WASTE MANAGEMENT PROGRAM-LANDFILL
(FLORENCIA FORONDA)
( 415) 656-8593
(213) 250-6426
1-B00-422-4133
(714) 567-7838
(714) 472-35,05
13. SVERDRUP •. (714) 644-7668
(MEHDI ARBABIAN)
RECORD DRAWING _, .-
<SEE NOTE ON SHEET NO. 1)
I.ff It: RO DATE"
PROJECT 'NGINEEJI 12 - I - 9 COASTAL AREA TRANSMISSION MAIN • la LEE&RO
... , Con1ultlng Engineers
.. _J
IIYN:R.OOI
WmJIIISllll'f
32886 ~~ic:oMANAGER 12 _14 _89 I--_P_E_L_IC_A___,..N---:-H-:-:-1-:-L,--L_R __ Q=,--:-:A=D::-:--:----:--:-:S=E=G=-M---=E:-::N-:-'.T=-::-:B:-::--tl ~~~~~i:::::====~~~ INDEX TO DRAWINGS, -GENERAL NOTES, SYMBOLS, IRWD ASSISTANT 12-14-89
1'(1onrovla, California
33084 DIRECTOR OF cNG/NEERING A~D ABBREVIATIONS
Ml ROFILMED
SHEU
W1
OF
W10
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..
• . ~ ("
!:
~
j;
~-
---
EXISTING
CLASS 150
PIPE & FLANGE
cnn ---
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(X)
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+
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• 2
708 L.F. -2 4-" tmin = 0.1563' SP OR Asmin = 2.32 YlF CCP OR CLASS 50 )IP
I
FINISH SURFACE LINE
OVER ~ OF P PE
___ I
/
~--+-ROUGH GRADE LINE
OVER ~ OF PIPE
---c» t-------
~ ------
s~c -)0.00290
r--<O
Cl C! I')
IXl (/') <O ,.... r--a.. <O + u ...J ""' ct: w
i!-= > OOz (/') ,...._
----
LO <O r--OIJ + C, tJ) 0
;E U)
...J (/') w
Cl. ~
------
---------
I
w w
G'.i 0 LC') G'.i 0
0 WO IX) ~ 0
<O ...J • ,.... (/') IX)
r--(/') (X) Cl) Ol <O a.. LC') -st-a.. LC') + (/') __J + (/') ...J r--Uw r--u w
~ ~> ~~ ~ (/') ..... ~ (/') ,....
---
S""f-lo.036
2+00 3+00 4+00 5+00 6+00 7+00 8+00
/"' .~
HILLS ROAD • 24' ~ECLAIMED
// WATERLINE I ZONE "D" ----, ~ 20" RECLAIMED
I; I I
20' AT&:T
EASEMENT
20' TO O.C. co. RADIO TEL svc•s.
EASEMENT II
I I ----z -
40' 0 40'
·-1 O' S.C.E.
H□li!IZ□NT AL SCALE 1' = 40'
B' 0 8' --~ WATERLINE Ii '-n,
1
,.,_, ~~~ r--
f-
'-\ z.oNE "rJ' , 10• " " "
3:: • ~ .,.,__ g 3:: -_,_ -= VERTICAL SCALE 1' = 8'
80' ·,
16'
I"')
3:
LJ w
I
(/)
w w
(/)
w z
::J
I
-------
()
~ ---:?!
) 0
<O 0 ,.... + IX)
Cl) O') LC')
...J • w ~ > z (/)
9+00
t :1 -;---.:: -7',___-..., II I. I I PROPOSED • g;,l1w"'r ,,.
co .-• -MJ._ r PROPOSED W
/1-2 ~ 1 .,_ ~ J.Jf~ --; ftl ~1 ~ ~ =-i i1 ~ED~ r-SD INLET / CURB & GUTTER • r o·. SEWER IN 1 z· ,-R/W z
--L_ rr-_ // I I = =-IIJ. = -, = _ ~ ~ CSP sgEV~ __ __:tL---~"1 ::J <t STA. 146+65.99 PELICAN HILL ROAD -~~4:---.148 T -:::: -Ill I , -=' = = = -'-\ -k. ---==--= = =----, I I"')
=~ STA. 205+90.oo --~ N (( -p,' -L -,(_I_ ---== -==: ::::. i ,_ fi,,_ . .:..:-2-6" Pvc ,, ✓ --r O 3:
SAN JOAQUIN HILLS ROAD Noa·oa•52"E-+--_-j-.._
14"26'11"E-:..t-r-~ ~ ---'~:::._--=1+9 -,....-,~..:::SlttV~.:=:-__ PELICAN HILL .IRlf"\AD a ~ ~ No 1•41 •oo"w-I::;
-(.R£FER£NCE' EXIST 11:l !ll\ I . .,__ .-=--,--=== j / , --= -11)0 "'][__ -1=1-~ -----\J V <C Ei ...._ I-
-~ c1 • , ., 24" o·w--'°o o •1, --..,,_ Jt! -'~/ ----- - - -Hi ::=-==-::= ------.. ---....------~ -- - - -~ w --'IA ', '/-0) Q ,-, rlf/F=--;f;-== 1/ji1--=----------\--\-----_,__ --(U --_: W
--t-. _ 111'"/ -. \/ ,..._ / cxj I ., 1/1 q, -·-' _ -r--!:l~ ---~2 --------,o!"f-=,:----•----=--.;=,--,'\ "T'" (;---- ! ~_i ,' J J+,OQ I ! I \ I -' - --7ji -~ ·-=-~~'---~",~,\-I=__, '--"1=1:j4 • .J -JO U)
.._ '/' N01'41 '00"W7 0 W
- _ --,__-'. '-c=;--5+oo ~ o 24.11· ;;:.~:..:.+-+,-.;.J..:.:..+---+--r---, + w . ~ + r -=11i -=---= , • 6t 00 DO 7 +oo ~\ -.... c ;... "O" O') cn ---~ ~~ I 11 -..... _____ I -I=--==-.!k-I (l,j <O LC') "O" • ~ & ~8 ! ~ / / , rl -~ -=-------=-' -=--=-.-f _ .,,,-=-_ ~ I\,.= "'= -= = ,r, =1=----= < d~ ...Jua:o::~~-\_ - -
1\_ _ ~, __ r
o 1-o '--LLl <I ~ rn / ct_ 18" RCP SD ' -\ ~ = --• --(/)
oz ol'.;i"z~>-\ _.Bl~--,:;3---~ ~ ~~ir~;a .. '-ct_ 18" CSP SD CONSTRUCT u u PROPOSED uf:::: ~
N:r: N~~~;:3>-• // 24" DOMESTIC wcn .,..._ID,.--.. CURB&GUTTER w,.,,~
·w -<>:ii:-'~ f'.2~~@~~@ Nt"l...J ~ ~ ~¼-~8 ~11! / / WATER criu ww O ww :;; ; ~
1 / ~ ' TRANSMISSION +~ ~~ :/: :~ ~ ~ z
,....,,rs>"' r--w ~ r---~ a:i • <l'.
!w~I MAIN < u . lli < ; t::J i-~ ~w
:> I-o -: (/') r -: (/') ~
(/')Q_~~(/')Q_~ (/')~Q_
C U RV E D AT '1.
CURVE DELTA RADIUS LENGTH TANGENT
08'30'41" 3503.85' 520.50' 260.73'
® 02'19'49" 3026.00' 123.08' 61.55'
II (c) 42"38'00n 3000,00' 2232.28' 1170.66'
'
r, <.r\ ~--
,.. 1 n _,_
cnn
---
I
CONSTRUCTION NOTES
(I) REMOVE BLIND FLANGE AND JOIN. PROVIDE
ANGLE POINT DEFLECTION WITH SPECIAL
PIPE SPOOL PIECE.
@ BETWEEN STA. 5+95 AND STA. 8+61
JOINTS SHALL BE WELDED FOR STEEL PIPE,
OR RESTRAINED JOINTS FOR DIP
@ BETWEEN STA. 1 +91.83 AND STA. 5+20
JOINTS SHALL BE WELDED FOR STEEL PIPE,
OR RESTRAINED JOINTS FOR DIP
DR.18(15819)-B
Sheet W2 Of Wll
RECORD DRAWING
{SEE NOTE ON SHEET NO. 1)
No. DATE REVISIONS
/11\ INCREASED ZO" ZONE 'O 'PIPE TO Z4"
Z/Z4/'YZ li'EV/SED PER RECORD DRAWINGS .
APPROVED '
II . , DESIGNED: GJC IRVINE RANCH ~ I J I JJ,,,., GJC WATER DISTRICT t:.r ·1 DRAWN:
---II IRYINE R.001
\'Vl.w, --r. ·p-,-r~ 42862
' --
c_.. ~ . ('7,'7_, ~ 32886
' /j arlli • • , '1 .,;~
LEE ll RO DATE'
PROJ•"T FNGINEER 12-14-89
LE£ ll RO 12-14-89 PROJE:CT 1./ANAGE:R
IRWD "'5S/5TANT 12-14-89
COASTAL AREA TRANSMISSION MAIN
PELICAN HILL ROAD -SEGMENT B
PLAN AND PROFILE
JiR LEE&RO
Con,ultln9 En9l"Hr1
Monrovia, California
-Irvine, Calif. RIISIE If 33084 . CHECKED: MC '7.1. DIRECTOR OF ENGINE:ERING STA., 1 +91.83 TO STA. 9+00 -'
' MICROFILMEDR'. IY U
. I
SHEET
i I I
W2
OF'.
' W10
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No. DATE
11 7/t~/!?JO
-~ 2 i?4 '12
.,
I
• 2
900 L.F. -4" tmin = 0.156 " SP OR Asmln 2.32 YlF CC OR CLASS 50 DIP
N 3::r-----
w -----+---~ ~~sS-t-Jo~.oQi3ij6;y3==--7===t;-;;-=-------_ -_-_ -
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• I()
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·>
0. z
\-
_J t--,,--...._ ___ ,..,
10+00
PROPOSED EDGE
OF PAVEMENT
------
11 +00
Ct_ 18" CSP SD
REVISIONS APPROVED GJC INCRl=ASEO 20" ZONE 10' PIPE' TO Z411 DESIGNED:
REVISED PER RECORD DRAWINGS DRAWN: GJC
CHl:CKED: MC
------
FINISH
OVER
ROUGH
OVER
--
URFACE LINE
OF PIPE
GRADE LINE
OF PIPE
-----------1-
Cil z
di 0
s.., -0-0 ----
12+00
. PROPOSED ULTIMATE
MEDIAN
IRVINE
a, 0 0
"'" N 0
Ol c· 0
I") (/)~ I()
+ 0. IQ + ~ I'") I'") (.) _J ~ ID ~ 0'.: w
~ "oo~ ~ ".t-
(/) ~-(/) N
13+00
PROPOSED
CURB & GUTTER
RANCH
WATER DISTRICT
Irvine, Calif.
> 0::: <(
0
~
+ I")
~ . ~ (/)
• 37e;
r--a,
t::iil _JIQ
I-_J
:::J w 0 > ".t-z
14+00
32' LF GAS IN
42" CSP SLEEVE
15+00.
- ----.L.✓ ::_w -
R .__,1
IRVlllE HOOi Wm:Rllll1l['I"
-
42862
330134
-----------
16+00 17+00
II
~ 24' RECLAIMED
ERLINE ZONE 0 D"
20° RECLAIMED
WATERLINE ZONE O r;•
LEE 8l RO DA1c
PROJreT £NG/NEER 12 -14-89
----
I")
-.t -.i-<0
IQ
_j w
> z
-..:1-
3::
w w
I en
w w en
w z
_J
0
0 + CX) .-
• ~ en
18+00
Ol I
----z
40' 0 40' 80' ------
8'
H□RIZ□NT AL SCALE l' = 40'
0 8' 16'
VERTICAL SCALE l' = 8'
CONSTRUCTION NOTES
(D BElWEEN STA. 9+50 AND STA. 17 +50
JOINTS SHALL BE WELDED FOR STEEL
PIPE, OR RESTRAINED JOINTS FOR DIP
DR, l8(15gl9J-B
Sheet W3 Of _ _ _ WI l
RECORD DRAWING
(SEE NOTE ON SHEET NO. 1)
Lil. Co~;;:,:~eers
Monrovia, California
' . . ~
1~:~,f~,
f\f'"
'. / • ' :· .'
SHl:ET
W3
OF
W10
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No. DATE
7/,%/90
$/18/$0
z z4 qz
• 2
900 L.F. -24" tmin = o. 1 63" SP OR Asmi 2.32 YCF CCP OR CLASS O DIP
w w
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0
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-----
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18+00 19+00 20+00
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I 0 (/) 0
W + o w co 1w
(/) ..-
•
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~. .
~
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R/W
REVISIONS
PRQPOSED EDGE
OF PAVEMENT
APPROVED
TNCREA5EO ZO" ZONE 10 1 PIPE ro Z'4"
RELOCATE' ANO REOeS/GN ZONl= 10 1
RESE~VOIR rv~Nour
REVISED PER RECORD DRAWINGS
DESIGNED:
DRAWN:
CHECKED:
FINISH SURF CE LINE
OVER ct_ 0 PIPE
ROUGH GRADE LINE
--OVER OF PIPE ---------------
0
0 r--~~ N . ~~ ~ l;:jlll +o ...JI() ~>-~...J N :C ow ·w ~ 0::: >
(/J LL. ~z
(/J z
21+00 22+00
20" RECLAIMED WATERLINE
ZO "G" fl
IROPOSED
24' RECLAIMED WATERLINE
ZONE "D'' PROPOSED
ULTIMATE MEDIAN
2-6"
SLEEVES
-
ClµRB & GUTTER
GJC
GJC
MC
IRVINE RANCH
WATER DISTRICT
Irvine, Calif.
0)
~1 3;
----
23+00
rR/W
Jf-1 .. -.1
UMNE RAID
wmllllffilT
SD
INLET
----
~ tO
·or..:
+ I()
I"') ~...J
N Ct: W
~ L>
(/J ~ :z
--
24+00
------------
25+00 26+00
.....,...z
40' 0 - -- -HORIZONTAL SCALE 1' = 40'
8' 0 8' -----VERTICAL SCALE 1' = 8'
---
80'
16'
--
m I()
0 I")
I()
...J w
> z
LO
~
ti w :r:
(/)
w w
(/)
w z -_J
:r: u ~ ~
0
0 + I"-
N
• ~ (/)
27+00
't_ 18'' RCP SD 3(f' RECLAIMED
WATERLINE
m w z
CONSTRUCTION NOTES
00
862
LEE' & RO
PROJECT MANAGER 12 14 89
33084 IRWD ASSISTANT 12·-14-89
D/Rl:CTOR OF cNGINcE:RING
26+00
lt_ 78" RCP SD
-o tO
_J
I I LO u~ ~ ~ti w :r:
0(1)
0 +w I"-w
N(I)
•
SD I~ MANHOLE
(D BETWEEN STA. 25+00 AND STA. 27+00
JOINTS SHALL BE WELDED FOR STEEL PIPE,
OR RESTRAINED JOINTS FOR DIP
DR, 18(15819)-B
Sheet W4 Of Wll
-----------------____ ______./
RECORD DRAWING •• t} • #o-.t.. D
(SEE NOTE ON SHEET NO. 1) "' -.,JJ
COASTAL AREA TRANSMISSION MAIN
PELICAN HILL ROAD -SEGMENT B la/I LEE&RO ~ Consulting Engl1nun
PLAN AND PROFILE Monrovia, Californla
STA. 18+00 TO STA. 27+00
SHEET
W4
OF
W10
I
i
;
I
~ ~-----+------+------=-9-=-0-=-0-.-=L.:...:..._F+. --~2_4_"_--=-t=mic!.!...n --+:.._'_1 5_6_3_"_____:S:.._P_____:O_..:...R+-As=m=in_~---+-_C_C_P_O_R_C_LA_t-S_5_0_D_I P __ ---t-------i
w
I
V)
w w
V)
0
0 + t---
N
• ~ V)
0)
LO .
0
I')
LO
--
27+00
C U RV E
w z
_J a:,
D A T A
------
28+00
-PROPOSED
CURB & GUTTER
CURVE DELTA RADIUS LENGTH TANGENT
@ 19·25•00· 2426.00' 822.13' 415.05'
------
> ~
0 0 0) 0 0 <O
0 0 • N 0 ~ l;:jN +
Ci'.:
+ _JI() 0) 0) I-_J N ID N ::, w
~ . 0
~ ~ >
(/) N (/) 'l,i-z
29+00
PRO. POSED EDGE ,,,,,--R/W OF PAVEMENT / --------
1---1----1-----------------t-------. DRAWN:
1---1----1-----------------t-------. CHECKED:
---
30+00
FINISH SURFACE LINE
OVER i OF PIPE
ROUGH GRADE LINE
OVER i OF PIPE
----------
0
31+00 32+00
---------
33+00
-----------
34+00 35+00
----z
40' 0 40' BO' --- -HORIZONTAL SCALE 1' = 40'
B' 0 8' 16' ------
---
LO r--
co
0) -st-
_J w
> z
co
~
w w
I
(/)
w w
(/)
w z
_J
0
0 + co
I"')
• ~
(/)
36+00
CONSTRUCTION NOTES
(D BETWEEN STA, 27+00 AND STA. 33+00
JOINTS SHALL BE WELDED FOR STEEL PIPE,
OR RESTRAINED JOINT FOR DIP.
DR.18(15819)-B
Sheet WS Of IH 1
Ml ROFILM •
lfi.HEET ··· >ws
OF'
W10
It)--
::> -
• 2
9 1 L F 24" . . -tmin = 0. 1 563" P OR Asmin .32 !9iF CCP 0 CLASS 50 DI
lO ~
w w
I
(.I)
w
LLJ
(.I)
w z -_J
0
0 + co
l"'1
r-..
(0
(J) '<I"
_J
LaJ
> z
----
-0)
------
37+00
PROPOSED E[))GE
OF PAVEMENT
------
38+00
l I
I
11 i 48" RCP SD
l,~R/W
---11----
11
-
39+00
-
• FINISH SUR ACE LINE
OVER i O PIPE
LO r-.. .
~
I"') CX)
+N (J) •
l"1 v
."lj-~
Ul d
-' > a: z
ROUGH GRADE LINE
OVER Cf_ OF PIPE
--------
s ... -0 -0353
--
40+00 41+00
PROPOSED ULTIMATE
MEDIAN PROPOSED
--
30" RECLAIMED
WATERLINE
CURB & GUTTER
-
PELICAN HILL
--
C U RV E DAT A
PROPOSED
CURB & GUTTER
CURVE DELTA RADIUS LENGTH TANGENT
19'25'00" 2426.00' 822.13' 415.05'
® 04"46'52" 2225.00' 1 B5.67' 92.89'
@ 40"24'48'' 2400.00' 1692.83' 883.35'
R/W
.,:N.:,;o;.:. • ..---=DA;..;;· ~'E__,.....,...--,---~--'---:-'."---'R'-':=E½~7Sc:.:::IO':::N:=-S--------rA..;;.P.,.a.P"'"'R.;;.OVi.;.;;'E;;;a.D---I PIPEL.INE REALIGNMENT DESIGNED:
<t_ 96" RCP SD --
GJC
GJC
1/)
~ 0.
...: 0
I"') 0:: +
0~
.... (J)
~~ Ul z
1--+-----11-----------------t-------ll CHECKED: MC
IRVINE RANCH
WATER DISTRICT
Irvine, Calif.
- -
CONSTRUCT
24" DOMESTIC
WATER
TRANSMISSION
MAIN
t==I ~ ..... '
.. -.1
IIVINERAl«ll
Wmlt!XS111lT
-cir--_J I
42+00 43+00 .............
40' 0 •
HORIZONTAL SCALE 1' = 40'
8' 0 ii' -----VERTICAL SCALE 1' -ii'
2 6" PVC
SLEEVE
ROAD
0 1-q z
00 < a:: +o
C'i >-~ I
• l.>J ~~
16'
D ✓
AHH
l'I\
IJ" lfl r--. ~ ~ -SI +~~
('(\ (l_ ~
~Ill>
tnro--z
.\.--,_
.......... "'.,.,._
S 1-)0,O0CJ5 •
~ ~ ~ .
st-' 'ST (0 ~ IO (J) 0~ ).'4-_J Ul II) I"') ... 11.,.i (0 v ~ + 0. .... ~\11 ,j-(.) _J
,j-0:: LaJ ~ .. '!,,.
~? g o> mZ
44+00 45+00
\
I
-
-
t. 6o'' RCP S
PROPOSED
A C BERM
PR.oPoSE:P
Ac. e,~~i-1 I
\\\_
\ \
\\
z
<(
~
z
0
(.I)
(.I)
(.I) z
<(
0:: ® I-LLJ
0:: (!)
w z
~ ~
~ lJ...
0
I-z -(.I) _J
w CD
~ _J 0 _J
0 ~
0 (.I)
z I-
w z
• ~ (.I)
STA 45+30. eo
2.,j/' 15P V (f'~ATT,!),.
MOT-S Hf' 250) ~
CONSTRUCTION NOTES
G) BETWEEN STA. 41 +41 TO STA. 45+41
JOINTS SHALL BE WELDED FOR STEEL PIPE,
OR RESTRAINED JOINT FOR DIP.
DR, 18(15819)-B
, Sheet W6 Of Wll
LEE & RO
PROJECT
DA'IE
'NEER 12-14-B9 COASTAL AREA TRANSMISSION MAIN . -·
•
LEE&RO · .. •
LEE & RO PELICAN HILL ROAD -SEGMENT B
, ~~::t:~==:j~~=~PR~OJ~ECT~WWA~G~ER~l2~-1~4=-8~9~1-----------------------I
IE IRWD ASSIST)NT" 12-14-89 PLAN AND PROFILE
DIRECTOR OF ENG/NffRING STA. 36+00 TO STA. 45+ 30. 70
Co.nsultlng Engf,nurs
Monrovia. California
W6,
OF
W10
fJ-,J
• ! • '
PROP0::5E1)
AC PAVeMl:NT
ANl) ,</G;G;RediATe
BASE--~
NOTE.:5:
Tl?ANSA1!.SSION
MAIN
CONSTRUCT .3'x,3Ix41 CONC
PAD WITHIN PARKWAY------<
CONC CURS 4 CAUTTeR
OR AC BERM---------+
~ / ~,
.. -,. • «.
/. €"
c__-24uxr~/' FLANGE eNP.:5 PI r1;e
OR wet..[;) X FI..AN~e StBeL
ReVUCIN6i Tee
j
--LoCA1TE' uPPcR 4 11 ouTLer
TOWA!Rz:;> STReeT WITH
OTH/!:R OU'iLcTS AT .90•
Gi--t----HY"ORANT WITH
2-4' 4-1-2'/e11 F1Re
HOS/£ OUTLETS
PARK-
' 4
I ..
~-' • ,,,, f
'2 1-CJ/'
~-~'x 2 1xd.1
THRU5T BLOCK
~I
I. FOR APPRovev TYPE.:5 Or FIRE f-lYORANT5, see 5PECIFICATIONS
:Z. HY'ORANT~ TO :Bl: Pl'ilNTEJ) ACCORPING • To 'PAINT 5CHeDULe.
..,_ PROV/De 11 BReAK-WAY II 1'0LT.5 AT HYPRANT FI..ANt.;e. ..
4. ROTATE HYP"RANT 4S" WHeN ADJACE"NT To POWER POLE OR STRetrT t..laHT POf...e.
TYPICAL FIRE HYDRANT IN5TAllATI0N
P~OPOSEDAC
PAVEMENT
24"VIA rM1NJ
' •
'
'
0 ,
--
() ()
CONC COLl.AR
FOR PAVEMENT
CON"l)/TION--~
PROVIPe V"'1lVE
!:JTEM !:')(TENSION
0
IF 'PePTrl iO VAlVE
NU E"XCEt:l).5 4-8 11
4 //
CLA ss /I :2 II
CONC ANCHOR
,
' '< -~
4 \')
~LOCK W!PiH 5HAl.l. 'Sc
TReNCH W!Z?TH Pi.. US 2
TIMES OF PIPE O:;; --------'
)("
I • (Q
I /2 I/
-DOMe57"IC WATER L?4LVE: /30X
Bl'<:OOK5 .3R7" HJ.C io11~--------~
,. ,/
••. <-,-. ·.+----CLASS !I :2. //
D 0
I .. • .-.: 1,..,,,.,..,-------' CONC
COllAR (TYP) IRON COVER
CA.ST WITH WORD
'WATl=R''
~-VAL VE B'.)X
>--+----anPOLYETHE/_YENE OR PVC,
Mil\/ SDR 35 PIPE FO~ VALVE
/30X EXTENSION NA TEff/AL
~-BACKFILL AROUNP
,/ VALVE WITH 5ANl>
--Z4 11 x r;;, 11 FLANee
/
//
CL.A:5'!5 112 !I
CONC COLLAR--~
P051TION INPICA TOR
AoSeMBlY, -PRATT
OR t:&UAl,---~
VAL.Ve :JTElvl /4, c XT t':N:51 ON f--'----1------ll>-I
~-
eN-P Pl TEE OR WELDED
e:_/\ID x rl.Al\/6iiE :Jreel.
REDUCIN6t ree
0 V,
' . i
u-----S'/4" 5CR£W TYPE ADJUSTABLE
VALVE BOX A:55EMBLY,
BROOKS 525 5!:R/€5 OR EQUAL.
ri--------~.3/411 I'{) POLYE7!-IE L Vi:N~ c;R F-'vc.J
MIN SD/'? ~"5 J'-'IP.e /'PR v.a.t.v.e. l!,C'}C
.61'.-ri!t-l.StcrJ MA Te ~/~L
~:f')ACKFllL A"ROUN'O
/ VALVe WITH !!SANO
M--.----5 I1 ID p,oL-YF:Tt/-t=L.YENE-o,e Pvc,
,Af/N 60/Z -35 P1P'6
~-24" FLANGED END
'8UTTERFf-Y VAL.Ve
ON MAIN l.lNE
""4-6TEEL REINF'ORCIN~ BAR!$
COATel) WITH M!NNE.:5OTA Mil-JING;
MANUFACTURINc;; EC-'24-4,
KOPPER5 CO. BITUMA5TIC
BUTTERF'LY VALVE ANP VALVE BOX /N5TALlAT/ON
No .505 OR /J,PPROVe;:) EGUAl.
ONLY ON e,XPOSeZ) PART Or
RclNPORC/N6, 13A'R5
@'----~-o-:-c-A--:-e-A __ I_L __
DETAIL
NO SCAlE ,,,-----If?-..3/4 11 DIA
HO/.. E':5 FE!<
RON
I MOT DIPPED GALVANIZED STEEL SHEET
NETAL ( 12 GAUGE MIN)
;1lj1a,I1'[)IA ---~
:2 HOLE'S, I 11l)IA ----...1
---eAP SCRcW
~AW WA {2 11 SGUA'RE"
/ OPERA7"/NG NUT
.c;=.~
.3/16
---------------;;1/Z 11JJIA x J/1c; 11 THIC/f SFACER
Pt..ATE 1:2 1' Below (7'\
TO/=OF OPERATING NUTO
i-------lt/4 II SOLID, ROLL OR SQUARE
!5TOCK (PINNe'D COUPLER5
ARE UNACC'EPTAI:JL-e)
.3!!--1/4" THICK
,t: i..-..----~OCKeT FOR 2 11 5QUARE
OPERATINGi NUT
NOT!f:.:J:
EB SPACER ?LATE
I . NO VrlLVe ~TeM eXTEN5ION SHALL
BE" Le.55 THAN 2 FeeT IN LENGTH.
TERMINATE EXTEN:510N '24 11 ro .3e-"
Bl=L0N FINl5Hel:) GRADE.
Nq SCALE Z. PROV/Ve ADDITIONAL. SP"'iC£R PLATE
WHEN 'DISTANC~ TO BOTTOM SOCKET
cxcc.Evs s reEr.
3. COAT AFTER ,i=A/3RICATION
VALVE 6TE/VI EXTENSION
4-DETAIL
6ATe V/lLVE ~NP VALVE 130X INSTALLATION
DET/7/L •
NO SCAL..E
~ FACE OF CUR?5 ----
3 1 OR WIDeR Pl'li"'KWAY
------r.,r)NC P/'ID
-, ----" ;r. '
-( . ' -* _,, • . . • . -.--. -
; _;ID;;,Alf<_~,
I WIOeR THAN ~ 1
CA-Se I CA.Se .3
SIDEWALK .A.PJACENT TO CURB
61'/:?lr,V,A,L K NOT
ADJACENT ro CUR-a
;~W/J,ll<. -0
Wl[:)E~
Tl·/A.N C,1 •
C,,,,SE I
HYDRANT LOC,A.TION PI-AN:3
FACE OF CUR'e!> -~---.3' OR WIDER PARKWAY
teJ'MIN
f--------------_._____J
-' -
CONC
PAZ,
CA!5E 12
'• q • • ' • •., • • ' . d
•• -0'
) :,1oewAlK -, . • • '
.!5/DEWALK A-OJACENT TO CURJ:$
CA.51: .3
!:3/DEWALK ,-..!OT
AOJACENT TO CURB
6rAINLe:SS
6Tl:;eL NUT
::::------VALVE i PRIMER CORP
A HEAVY DUTY STYLE ~ COM.,.......'--'AIR RELEASE VALVf 5 MOPE.L 14,e2
~+-----I
CLASS 11 2 11
30' /( ...30
11 f-<"..3--..'1
"4-------,(_~
CONC p;"fz:;,----1
,. ; , ·~ • ' -_ .-_ -'. ~ • ...J._ Cfd:i'-;·l"; ,.,,,.,,"'!",:--_ C"'\_ I/ Cu~ B
~ '.·: \ : . : ·~ ,," •
3/8 If DIA X + II ' •
STAINLESS STE.EL.
ANCHOR BOLT
CAST IN.SLAB
NRAP E11!3EDDED TAP~ED
f?/S~R N/3 LAYERS OF~O
POUND A~PHALT
IMPRE=GNATED FELT.
NOTE:
SLOPE .,.
I. PAINT Afl{Y COVeR AND AIR REleA5c
VALVE WITH I COAT Or PRIMER AND
~ COATS OP F!NISf-f PAINT
AIR AI\/D VACUUM RELIEF VALVE A55EMBL'f LOCATION PLANS
TYPICAL AIR v'ALVE AND HYDRANT AIR AN'[) VACUUM l~ELEASE VALVE
0
0
4''AIR ,f. VACUU/v1 Rel.lEF VALVE
(APCO l49C)
__g__
nR.1B(15819)-B
Sheet \C:7 Of Wll
~--.?-4 11 "DIP, 6P OP CCP
A65EMBLY
LOCATION PLAN3 5 ~ [) E TA I L RECORD DRAWING
NO :SCALE NO SCALE ~ NO ~C,ALE (SEE NOTE ON SHEET N0 .. ~1).
LlM~o.=:]o.~!4nrEc===~~--~R.?t'Ei:V.'l:1/S~'/OONNSS----------;AVA.?,f.'l(,½'R:Co~vE.~Dol-:==~~=-r------------.;;;;;.~--,--:;;:::,,-::-----:---------=-=-=----o:oA47rrE-T----:---::-:-:-'.--:-:--:~~=:--.:-:--:-:-:-::-:-:-:--:--"".'"".~~-:-7r~:..:..;,.:..:.::..:.~:.:...:;;;;;;..;.....;;..;.~u&..;.K41~SHEET
t--'-x:.:....,-:2:--:=/~24~9Zc-r-=RE=v.--:-:-'/S=E-::D--::P£,-R ___ R....:...l=C1~i'.J..:...:I.RD=oo=--~w-1.-,--'N,,-G-----,-....:::+i--:-;..:::...::..!;':;..:;:__aDESIGNED: MC IRVINE BANCH R v~-c 42862 ~%%/lc~O
ENGINEER 12-14-89 COASTAL AREA TRANSMISSION_ MAIN ,. LEE&RO
t---+---+----------------+---i..J..---1 DRAWN: MR WAT EB JJISTBICT .__,1 ~'>-/ ,, ' 32886 ff,~✓ic1oMANAGER 12 _14 _89 PELICAN HILL ROAD SEGMENT B' A.~ Consulting Engineers
IIMNERMOI Monrovia, Ccllfornla
I t:::t::::::r:::::::::::::::::::::::::::::::::::1::::::::j~c-~_Ec_K._'Eo_.-_M_c_..J .... ___ L_r_.,_._·-__ e~,:....-c_._._1_,_,._. ___ ,1.:Wfflll==IISllOCl=::..Li' vi· i.Jl//it_ ~ 3 3 08 4 ;;;;;;;;;;;;;;;;:;::ir,,:~;:;;~~~AJ~,f':JJ~AE::;;NJ:6e!!:!N!'"E:;;E.!JJ.l;:,~;;:6c.....1;;;;4-;:--;:8_9;;-;;;;.11-_________ o_E_T_A_I L_s ___ r _________ -!~~--!"!""!!!"!!'!!!!!!!!' ... """!!"~"!"l" ... "'!"!!!
MICROFILMED
W7
OF
W 10
l c,..
No. DATE
~.
0111' AS SM O "'N
IH SOILS REPORT,
WHICI-I SH.ALL
CONTIIOL ----,
MIN. PIPE: 0.0. ~ 24,.
MAX. PIP£ 0.0 + .,6
l. ALTERNATE TRENCH SECTIONS (A AND BJ ARE FOR USE ONLY WHERE
STABLE, COMPACT SOIL CONDITIONS EXIST. 1111EM B€l111a!lEll!l !lll.
U.RQE COIISTRUCTIOIIS ;,RE Ell~C::!!UTERl!l:J, THE T:REN:M SECT I QNI
HA¥ Bl HfCER .,ne ~EEPER 'fH}\:U l'H.\T SiU~~lnL
A. VERTICAL TRENCH WALLS-SECTION
l.FOR DEPTH UP TO 5 FEET, NO TRENCH SUPPORT IS REQUIRED.
2.FOR DEPTH EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING
IS REQUIRED.
B. COMBINATION OF VERTICAL AND SLOPING TRENCH WALL•SECTION
l.TRENCH DEPTH NOT EXCEEDING 5 FEET SHALL HAVE VERTICAL
WALLS IN PIP~ ZONE UNLESS OTHERWISE APPROVED, BY
ENGINEER, OR WHERE SPECIFIED.
2.FOR TRENCHES WITH COMBINED WALLS AND ANY DEPTH EXCEEDING
5 FEET, DESIGN CALCULATIONS BY A REGISTERED CIVIL
ENGINEER AND APPROVAL BY GOVERNING AGENCY OF SUPPORTED
METHODS ARE REQUIRED.
2. WHERE WE'f, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID
SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH KAI.LS.
NOTE TPENCH SECTION SHOWN DO NOT DESIGNATE PAY LINES.
TRENCH SECTION
DETAIL
NO :5C/'\l.E
r t-LIFTIN~ 5ee D/?7i41l $/6"PL. WE!.OE:O TO FLAN
R ICiiHT L oc,,,/ TC
' l lFTIN0 /-IOOKS ,a. 11 I ~" 0/A. HOLE:
FAOM ~~ OF FL.AN0l!
2,('FLANGE: a BLIND FLANGE:
DRILLING AS REQ'D. {1$0#M/N.J
1/4"
STE:E:L FLANGE:
TOP DETAIL
I
NOTES:
I. FliRROUS SURFACES OF 8URl£D PIPE: AND APPU ENANCE:S TO BE:
VIDEO WITH PROTECTIVE COATINGS PER. SPECIF/ IONS.
l'ffDV/OE STAINLESS STEEL NUTS,B<)t.TS AND WA SHE
TYPICAL BURIED 24 11 ACCE55 MANHOL
DETAIL
NO· 5CALE
REVISIONS APPROVED DESIGNED:
DRAWN:
CHECKED:
•
TYP.
Mlj:'
MR,
MQ
J 1/4" LAP
REINFORCEMENT_
CAGE-SE£ SPECS. SIZEO STEEL BELL
FIELD
;_ . ·:· .. -:
/(:: . --•>
' ...
MORTAR 21" PIP£ /J SMALLER
DAUB BELL ENO OFLINING
BEFORE STABBING, THEN SWAB
SMOOTH. 24" ANO LARGER, POINT
AFTER BACKFILL.-------
; i .·• .... . .
"----s1ZED STEEL SPIGOT
{!'et NG cA~t,tlfGIE)
RUBBER GASKET
MINIMUM AR,S,'l OF STcel. CY{..1,-.Jr::e:,:t_
AND f<.E.INFOfi:,C/NGr l'<.005 (A5 1v11r-.JJ
SHAI...L.. .eiE. ,1.'.5 5HOWN ON THt=.
p~OFll.e~ ;4t-JO MIN/MUM :::,reeL
CYl.tNCJeft THICl<N€55 5HAL.L e,e.
,A-ICJT 1...5.55 TH,4,N 10 ~Ac;;c:;:S.
MOJIITAR °",
SEE SPECS. ~
PIPE INS/OE OIAM,S:iER)
FIELD MORrAR
\
31/,(' LAP (MIN.)
MORrAR
R/JBBER GASKET SEE SPECS.-
PIPE INSIDE DIAMETf."R
BELL AND SPIGOi RU66ER GASKET.JOINT
2l"PIP£ ANO SMALLER
DA/JB BELL ENO OF. LINING
BEFORE STABBING, THEN
SWAB SMOOTH. 24 "AND
LARGER, POINT AFTER
BACKFILL. BELL ANO SPIGOT RUBBER GASKET .JOINT
,. . . . .
1/4"
INSIDE WELO AT
CONTRACTORS OPTION
FIELD MORTAR
FOR 24" PIPE ANO LARGER
CONTR./ICTOR TO
CUT Ol"F IF
IN:5/DE WELD 15 U:5ED
FIELD WELDED JOINT
TYPICAL CCP PIPE JOINT
2 a~Te VALVE' ANV VALVe 'BOX /A/-7
D ET~IL
NO 5CALE r--;7' i<.28." MB.TE.I'<. eo X BROO/'f-.::, GS-T
/ MAf<...l<E.0 W/ "WATE~'
I
,---8" COMPANION FI....ANGfe.
w/1?.1/'2 11 TAP ANO ~l/'2 11 N1PP1....e
A/Ylf''TO!'(.. t"IP-.5 HOl!SB
GONNcCTION
/ l/2"! I 1/2"!
GROUT IN FIELO----J
FIELO MORTAR Ir,
LAP WELDED SLIP .JOINT
INS/OE WELO Ar
CONTR.ACTOR'S OPTION
FOR 24" PIPE ANO LARGER
TYPIC,A,l
G"TYP
TYi"
:5P PIPE JOINT
DET/\IL
NO SCALE ,
NOTE:
#5~/2 11 0C MAX
MIN' 2 REGO
TOP AND BOTTON!
EACH -5tDE. PROV/DI; VALVE 4
5TeA1 exTEN510Nt--w-:-_-7+-'-m-----REDWOODBLOCK
:2-2 ")(4 ")( IZ11 L0/\10
24-11 BUTTEf?..FL
VALVE
F D COAT W.I TAR j/ o F'REVl!ENT CO~RO~IQN'
TRANSM/SSIOAI
MAIN
101'U1N
ls II f"lAt-k!iSX MECHANICAl.
t!fATt; VAL.VE
t5LOWOF"F ---------
i------8" DIP
A 35EMbL Y
DE TA.IL
NO SCALE
l'l&c,u._ /..FF 8 RO DATE:
i"'-"'---~ 42862 PROJE:CT £NC/NEER 12 -14 • 8 9
IRVINE RANCH fl LEES RO WATE'R DISTRICT e , 32886 PROJECT MANAGER 12-14-89
IMIIAllll 12-14-89 Irvine, Calif. Dll\'IE IRWO ASSISTANT 33084 DIRECTOR OF ENGINEERING
COASTAL
PELICAN
11 Ii
, b.
' . .LI ' "
p p
,w; ,,,~
311 TYP I
ET,A.!L
.5CAI..E
AREA TRANSMISSION MAIN
HILL ROAD SEGMENT B
DETAILS JI
J)
.DR.18 (15819)-B
Sheet W8 Of Wll
.5ECT!ON
NO .SCAlE
RECORD DRAWING
(SEE NOTE ON SHEET NO. 0
,. LEErrRo·
~ Con,ultlng Engln,,rs
Monrovia, Callfornla
SH.
w
C
w
I i
I
' I
FIBER OPTIC CASLE
. . . . . . . . . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . ....
~
~~-~~~;::: ~JIii / ~'
"'
: ~ .. 1
CDl.lffl' OF' CNNCIE /\
: FIBER Olf'TIC.l'.m
• 1 TELEMETRY ....... CABLE . .
:! _,..,..~~~~~ JO/>..QUll'I \-\ILLS ~Q/>..0
.... !! .........• < s~
. . . . . . . . . . . . . . . . . . . . . . . . . . .
:~ ·u ·:J .\J-1
• • • • • ' • • • I • • • • • ' • • :, • • • • • • • • ; • • =• ::• • • :.°: • • • • • • • :
: : : : : . . . . . . . .
······;.,1······················'···················' \""l. • • • • •
2
DIRECT BURIED FIBER OPTIC ANO TELEMETRY CA;f3LE
KEY PLAN
NO SCALE
NOTE: STATIONS SHOWN ARE THE PELICAN HILL ROAD STREET
CENTERLINE STATIONS
FINISHED GRADE
..-,--,-IDENTIFICATION TAPE,
CENTER OVER EDGE
---'---__J ,,..C:.---J___L.__::OF PIPE
. <I • . .
• . 4 ..
DIRECT SUR/AL
FIBER OPTIC
T€LEMETl?Y t'.l/8LE
@ TYPICAL
No. DATE REVISIONS
2-27-~2 REVISED PER /cECORO OR.1/W/Ne
.
~ . . .
• . 4 ..
DIRECT BURIAL
FIBEIT OPTIC
TELEMETRY CABLE
PIPELINE SECTION
NO SCALE
APPROVED DESIGNE:O: MC
t--t---+--------------~----1----il___J DRAWN: KC
t--t---+-------------------1----___J CHE:CKED: MC
..,----,3
FINISHED GRADE
'l'
NOTE: THE LOCATION OF CABLE TERMINATION BOX
CABINET SHALL BE THE SAME AS THE LOCATION
OF AIR VALVE AS SHOWN ON~
Cs}
TYPICAL CABLE
TERMINAL BOX CABINET
DETAIL
NO SCALE
®
-=-1--.........,_I -@
IRVINE RANCH
WATER DISTRICT
Irvine, Calif .. •·
TERMINAL BLOCKS
DETAIL
NO SCALE
32886
33084
..
NOTE:
1. CONTRACTOR SHALL RUN EXISTING CABLE, WHICH IS STORED
IN A EXISTING 3 FOOT SQUARE WOODEN BOX AT STA. 147+78
TO THE NEW CABLE TERMINAL BOX CABINET AT STATION 148+50
AS SHOWN.
2. CABLE TERMINAL BOX CABINET. 24" WIDE X 1 F5' DEEP X 36'' HIGH
FREE STANDING NEMA 3R ENCLOSURE WITH LOCKABLE DOOR
HANDLE, ENCLOSED BOTTOM, MOUNTING PANEL AND EQUIPMENT
INDICATED. ENCLOSURE MATERIAL SHALL BE MINIMUM 10-GUAGE
COLD ROLLED SHEET STEEL AND COATED WITH CORROSION RESISTANT
3. ~::~~AL BLOCKS AS REQUIRED. SEE EB
4. GROUND ROD, APPROX 3" STUB UP TOP OF THE PAD .
5. 2" CONDUIT AND DIRECT BURIAL TELEMETRY CABLE. RUN
CONDUIT TO A POINT WHERE THE CABLE IS BELOW THE WATER
PIPE AS SHOWN IN THE TYPICAL PIPELINE SECTION ON THIS
SHEET. USE LONG RADIUS ELBOWS.
6. MOISTURE SEAL ENDS OF CONDUIT PER THE CABLE MANUFACTURER'S
RECOMMENDATION.
7. DIRECT BURIED TELEMETRY CABLE. RUN ALONG SIDE OF
PIPELINE AS SHOWN IN TYPICAL PIPELINE SECTION ON THIS
SHEET.
8. GROUND THE SHIELD OF EACH DIRECT BURIAL CABLE AT
THE SIGNAL SOURCE END ONLY (NOT AT THE SIGNAL
TERMINATION END). MAINTAIN SHIELD CONTINUITY THROUGH
TERMINAL SPLICES.
9. TERMINAL BLOCKS TYPICAL. TERMINAL BLOCK ASSEMBLIES SHALL
CONSIST OF, BUT NOT LIMITED TO, PHOENIX USK-4 TERMINALS
TS-K SEPARATION PLATES, NS 35/7.5 MOUNTING RAIL D-UK '
4/10 END COVER, E/UK END CLAMPS AND STRIP MARKERS. .
10. 1 #8 BARE COPPER GROUND WIRE TO GROUNDING TERMINAL
BLOCKS AND ENCLOSURE.
11. CONCRETE PAD FOUNDATION WITH WELDED WIRE FABRIC
(WWF6 X 6 W1 .4 X W1 .4) REINFORCING. PAD SHALL EXTEND
BEYOND CABINET ?f' IN ALL DIRECTIONS.
12. NO CABLE IS REQUIRED BEYOND STATION 191+20. THE 2" CONDUIT
SHALL BE CAP AT BOTH ENDS.
13. PROVIDE ADDITIONAL 2" CONDUIT FROM THE BOX UPTO THE RIGHT
OF WAY AT STATION 166+80, AND CAP THE CONDUIT AT BOTH ENDS.
DR.18(15819)-B
Sheet WlO Of Wll
RECORD DRAWING
(SEE NOTE ON SHEET NO. 1)
Lff I& l10 DA1£
PROJECT E:NGINEER 12-14 -89 COAS-1AL AREA TRANSMISSION MAIN
~i~1c:oMANAGER 12 _14 _ 8 9 t--_P_E_L_I_C_A_N __ H_I L_L __ R_O_A_D __ -__ S_E_G_M_E_N_T __ B--1 la LEEuRO .6.~ Consulting Engineers
Monrovia, Colifornlo
SHEIT
W10
OF
/RWD ASSISTANT 12 -14-89
DIRECTOR OF ENGINEERING TELEMETRY SYSTEM W10
• MICROFILME