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ORANGE
COAST z
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CITY OF COLLEGE
I I 1
COSTA
MESA I:! "' ~ I
L,__
D
VICTORIA
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19TH ST.
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-lNDlCATES AREA
SHOWN ON
LOCATION liAP
VICINITY MAP
NOT TO $<:JU
SYMBOL LEGEND
• PO.,,-ER POLE
0 MANHOLE
'ti' FIRE HYDRANT
D METER BOX
-------0--VALYE
PO.,,-ER POLE ANCHOR
6 MONUMENT
-x-x-x-FENCE
BLOCKlfALL
0 TREI?
ao SHRUBBERY
..LL£ ..ill ..LLL -ll.L. ASPHALT PAVEMENT
;:;:;:::i& BRICKWALK
I I CONCRETE
l1,,,t«/A BUILDING
-----EXISTING CONSTRUCTION
-----PROPERIT LINE
NElf CONSTRUCTION
---~---CENTERLINE
----S-··-SEWER LINE
------',/-WATER LINE
---G---GAS LINE
-E--POWER LINE
-TEL--TELEPHONE LINE
-TV--CABLEVISION LINE
-SP--SPRINKLER SYSTEM
:i:) STREET LICHT
~ TREES AND SHRUBS
'./:..V'//. '.W.1/. FINISH GRADE
61
> w ~ ~
Underground Service Alert
Coll: TOLL FREE
1-800
422-4133
TV□ VORK!NG DAYS BEFORE YOU DIG
s, \DRAFTING\ GIL c □vs
ORAN& ca. r AJRGRO\JNDS
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UN J\[RSJTY
"
CITY
OF
IRVINE
U.C.J.
I
ORD)'----~
RDrf,-~..., PUBLIC WORKS DEP ARTI\1ENT
ABBREV/A 1YON S
AC'P ASBESTOS CEMENT PIPE LEFT
B. C. BEGIN CURVE
C. 8. CATCH BASIN
LT
MClfD MES.A CONSOLIDATE[) WATER
DISTRICT
CCM CITY OF COSTA MESA MIN MINIMUM
CFT CUBlC FEET M. J. MECHANICAL JOINT
CONC CONCRETE N NORTH
i CENTERLINE P. C. C. PWN END
CMSD COSTA MESA SANITARY DISTRICT PE POINT OF COMPOUND CURVATURE
CNB CITY OF NE.,,-PORT BEACH PROP. PROPOSED
DEF DEFLECTION RT P.ICHT
D. /, P. DUCTILE IRON PIPE RCP REINFORCED CONCRETE Pf PE
DI DUCTILE IRON RCSCP REINFORCED CONCRETE STEEL
DIA DWIETER CYLINDER PIPE
E EAST S SEWER OR SOUTH
ELEC ELECTRIC
E. C. END CURVE
S. C. E. SOUTHERN CALIFORNIA EDISON
S. C. G. SOUTHERN CALIFORNIA GAS
SD STORM DRAIN E. C. R. END CURB RETURN
EXIST. EXISTING STA. WATER LINE' STATION
F. E. FLANGED END STL STREET LIGHT
G CAS ST. LT. STREET UGHT
G. 8, CRADE BREAK ST. STA .• STRlfET STATION
GRND GROUND TELE TELEPHONE
GT GRIP TIGHT V. C. P. VITRIFIED CLAY PEPE
INV. EL. INVERT ELEVATION If .,,-ATER OR lfEST
EMERGENCY TELEPHONE NUMBERS
AGENCY DAYTIME
SOUTHERN CALIFORNIA GAS COMPANY 634-3028
SOUTHERN CALIFORNIA ED!SON COMPANY 835-5200
PACIF!C TELEPHONE COMPANY 259-4458
/2\IRVINE RANCH .,,-ATER DISTRICT INSPECTlON 453-5615
~---CfIT OF NEWPORT BEACH (UTILITIES OIYISlON) 644-30ff
COUNIT SANITATION DISTRICTS OF ORANGE COUNTY 962-24ff
COMCAST CABLEVISION 542-6222
UNDERGROUND SER!'lCE ALERT t-800--422-4133
COSTA MESA SANITARY DISTRICT 754-5048
CfIT OF COSTA MESA 754-5043
MESA CONSOLIDATED .,,-ATER DISTRICT (ENG DEPT) 681-1291
ATTN: JOHN CARLSON
APPROVED:
NIGHTTIME
634-3129
800-325-0477
644-3717
962-2411
542-6222
754-5043
754-5043
631-1200
AND
AT
APPR □V[D:
APPROVED:
IRVINE RANCH WATER DISTRICT
DIRECTOR OF ENGINEERING AND PL/\NN!NG
.,,.,,,...-----..I I /,.,-----,
CITY OF NEWP(_)RT BEACH
IRVINE RANCH WATER DISTRICT
EMERGENCY INTERTIE
IRVINE AVE~ AND ORCHARD
Qwft
P1JBLIC WORKS DIRECTOR R.C.E.
R.C.E.
PROJE(~T LOCATION,
\
BASIS OF BEARINGS:
16791
25553
N.TS.
THE BEARING OF N. 39 ° 48' 15' E. FDR THE
CENTER LINE OF ACACIA STREET FDR TRACT
ti □. 706, M.M. 21-25, RECORDS OF THE COUNTY
OF ORANGE, CALIFORNIA.
DATE 9/1.s-/97
DATE f-lS-'77
c;_ , he,?_o;s;,::.:-
GREGORY P. HEIERTZ R.c_& 33084 i:IATE
REVIS JONS
APP'D
APPROVED
CITY OF NEWPORT BEACH GENERAL NOTES
I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHJ,LL CONFORM TO THE
REQUlRENENTS OF THE NE,rPORT BEACH CONSTRUCTION STANDARDS,
STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRA ,r1NGS
2.
3.
4.
5 .
6.
7.
8.
9.
10.
AND THE "STANDARD SPECIFICATIONS FOR PUBLIC ,roRKS CONSTRUCTION",
1994 EDITION AND SUPPLEMENTS.
STATIONING REFERS TO Cl!NTERLINE OF PIPELINE.
EXISTING UNDERGROUND UTIUTIES ARE SH01TN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYlNG THE
ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING
CONSTRUCTION OF THE NEW FACILITIES.
CURB DATA REFERS TO FACE OF CURB.
AU EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO AU ADJOINING CURBS AND WALKS.
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAYING OF STREET
AND DRIVEWAYS.
PAVEMENT SECTIONS SHOWN ARE MIN/MU/JI AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
SEWER, 11'ATER AND STORM ORA.IN DISTANCES SHOWN IN PROFILE AND IN
ESTil/lATED QUANTITIES ARE HORlZONTAL DISTANCES.
THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC 1TORKS
DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-
3811. THE PUBLIC ,roRKS DEPARTMENT INSPECTOR SHALL ALSO BE
NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY
CONCR8TE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR
LINE AND GRADE AND COMPARABILITY ,rITH EXISTING CONSTRUCTION.
THE ,rALLS AND FACE OF AU EXCAVATlONS GREATER THAN (5) FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORINC SYSTEM; SLOP/NC
OF THE GROUND OR OTHER E(IUIYALENT MEANS. TRENCHES OR EXCAVATIONS
LESS THAN FIVE (5) FEET IN DEPTH SHAU ALSO BE GUARDED WHEN
EXA/JIINATlrJN INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
I r. THE CONTRACTOR(S) SHAU OBTA[N A PERMIT Ta PERFORM EXCAYAT!ON OR
/Z.
/3.
14.
TRENCH 11'0RK AS OESCRTBED IN NO, 10 ABOYE FROM CAL-OSHA,
ALL STORM DRAIN, SEWER AND 11'ATER PIPE SHALL BE BEDDED PER CITY OF
NEWPORT BEACH S7'D-l06-L.
DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAYE AN 8 MIL LOOSE
POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD
SPECIFICATIONS,
THRUST BLOCKS SHALL BE INSTALLED ON .4LL WATER MAIN FITTINGS IN
ACCORDANCE 1f'ITH CfTY OF NEWPORT BEACH STD-510·-L, UNLESS OTHERWISE
SHOWN ON THE DRAWINGS
15. WATER MAINS SHALL HAYE .4 MIN/MU/JI OF 30" OF COYER FROM SUBGRADE .
16. ALL CONCRETE SHAU 88 560-C-3250.
I 7. SLOPE ANCHORS SHALL BE PROYlDED ON ALL LINES IN ACCORD WITH CITY
OF NEWPORT BEACH ST0-314-L.
18, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN
ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-8[06.
19, THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL
LANE CLOSURES.
20. AU FLANGED PIPE JOINTS SHAU BE JOINED UTIUZING TYPE 816
STAINLESS STEEL NUTS. WASHERS AND HEX-HEAD BOLTS. GASKETS SHAU
BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER.
ZI. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN
CONSTRUCTION SHAU HAVE AU THREADED PARTS AND JOINING HARDWARE
FABRICATED FROM TYPE 316 STAINLESS STEEL.
PIPE HARNESS ASSEMBLIES. VALVE AND FITTING RESTRAINTS AND
SHACKLE-GUMP ASSEMBUES SHALL BE JOINED UTILIZING TYPE 316
STAINLESS STEEL AU-THREAD ROD, NUTS, BOLTS AND ,rASHERS. CLAMPS,
SHACKLES AND OTHER HARD1TARE MAY BE CARBON STEEL OR DUCTILE IRON
WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROS!ON
PROTECTlYE MASTIC COMPOUND.
22. BOLTED CONNECTORS FABRICATED FRO/JI TYPE 816 STAINLESS STEEL SHAU
HAYE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE
COMPOUND.
23. All BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE
UNITED STATES OF AMERICA AND SHALL CONFORM Ta THE /JIINIMU/JI
REQUIREMENTS FOR STRENGTH. MATERIAL CONSTRUCTION AND DIMENSION AS
ESTABUSHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL
FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FRON THE
MANUFACTURER STATING COMPLIANCE 11'ITH THE APPROPRIATE
SPECIFICATIONS.
24. AU MECHANICAL JOINT FITTINGS SHAU HAVE RETAINER GLANDS.
BENCHMARK:
/j\ 3N 49 70 WSL ELEV. 50.847 ADJUSTED 1976
' '----' IN THE NORTHEAST PART OF THE INTERSECTION OF
PALISADES ROAD AND CAMPUS DRIVE; 25.5' SOUTH-
EAST OF THE PROLONGATION OF THE SOUTHEAST
CURB OF THE DRIVE TO THE NORTHEAST, 6.5 FEET
SOUTHEAST OF THE CURB RETURN, 8.5' SOUTHEAST
OF A FIRE HYDRANT, 3.6' SOUTHEAST OF A WATER
VALVE, SET IN THE TOP OF A CONCRETE POST, 1'
BACK OF THE FACE OF THE CURB AND LEVEL WITH
THE TOP.
c;-~tw •• l~~ -G)-
1.+IIHIIIDillml ~
IRVINE RANCH
WATER DISTRICT
CITY OF NEWPORT BEACH
AND IRVINE RANCH WATER DISTRICT
EMERGENCY INTERTIE
GENERAL NOTES, VJCINJTY MAPS, AND
ABBREVIATIONS
CITY OF NE\./PDRT BEACH
PUBLIC \JORKS DEPARTMENT SHEET 1 OF 5
M " • u
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-----;------
NOTES:
1 .
2.
3.
4.
.&
NOTIFY CITY OF ~JEWPORT BEACH TWO WEEKS
PRIOR TO CONNECTION.
POTHOLE UTILITIES 3 DAYS IN ADVANCE OF WORK.
NO WORK WILL BE ALLOWED TO TAKE PLACE
ON IRVINE AVENUE BETWEEN THE HOURS OF
6:30 TO 9:30 A.M. AND BETWEEN 3:30 AND
6:30 P.M. MONDAY THROUGH FRIDAY.
CONTRACTOR MUST PROTECT ALL EXISTING
TRAFFIC SIGNAL FACILITIES AND IS TO NOTIFY
COUNTY TRAFFIC OPERATIONS, AT 714-567-7866,
48 HOURS FRIOR TO THE START OF ANY WORK.
\
ST. STA. 12 + 23 ±
== PIPE STA. 12 + 51 +
-POTHOLE & LOCATE EX-,-. -8~"~F-L-G'~D-
OUTLET, REMOVE EX. 8" BLIND FLG.,
INSTALL INSULATING FLG. SET, 8"
I).. FLG'D GATE VALVE, AND 8" FLG X
L~M.J. 11.25° BEND.
/::.._ NOTE: PROTECT IN PLACE EXISTING
LE:i. 1 .5" CONDUIT WITH PRR # 19 IC
CABLE (PARALLEL TO IRVINE AVE.). Q,
/
1 2 I
I
--.,_/
I ··,.,_
/
/ /
/
_.-1'.-RECEIVING PIT -
,' (BACKFILL WITH
// ONE--SACK
CEMENT
SLURRY).ffi /
1 1
&
THESE GATE VALVES ARE
TO REMAIN CLOSED
AT ALL TIMES--
.-+--TRArf/C 5/6NA~----•.
CONTROLLER.&·,.,
CAB/NET 2 ·-. __
'·
\I
\\ ,\
II\
I \ I '
\ \
\ \ ' ', i \
\ \ I 1 :: ,_ r
11.25° BEND
/(FLG. X M.J.) --------~.,-··---
22.5° BEND--~
(FLG. X M.J.)
Underground Service Alert
• Coll: TOLL FREE
1-800
422-4133
TV□ \JORKING DAYS BEFORE YOU DIG
&
BEND DETAIL
N.T.S.
APPROVED:
IRVINE RANCH WATER DISTRICT
DIRECTOR □F ENGINEERING AND PLANNING
-'
ST. STA. 11 + 72
== PIPE STA. 11 + 72
INSTALL 22.5 ° &
11 .25° BENDS ffi (FLG. X M.J.) PER
DETAIL AT LEFT.
r----
0
lf)
+
<i_• r-_<(
(/J -
·O r-.
(/J w
@
f:;:,. =
R -
L -
T -
BASIS OF BEARINGS:
16° oo·
200.00·
55.85'
28. 1 1'
No,.. 290 75
tsp 3/31 /99
Cl VI
THE BEARING OF N. 39° 48' 15" E.
FOR THE CENTER LINE OF ACACIA
STREET FOR TRACT NO. 706. M.M.
21-25, RECORDS OF THE COUNTY
OF ORANGE, CALIFORNIA.
N .
L(J
Ol
+
0
REV.
i !
l_,' /
SVoJ/97 REVISED PER CITY COMMENTS
a/25/97 REVISED PER COUNTY COMMENTS
7/:io/97 REV. FOR JACKING UNDER IRVINE AVE.
Dt-TE DES CR: PT!Olo
REVISirt,S
10
10 /'/
--L..__ -
"
MH
I
APl''D D[Sl GIG D!-'AIIN J HJkcL D, HUKE~
[;rl~L.K[D MT[
G, :□RREA 7/J3/97
-+--+---+--+----+--+------
-,---+--+--+----
f ---+-+--+--+-----r--T--+--t--
' ' ----~-+--+--+
I i ! I '
+--------------
I I ~~+-,
------+-+--■
---------·--j--f,---
-------'--+-
' ---··-----t----
---I
------+------
1
STA. 10 + 00 ~ ORCHARD DR.
6" ACP W
ORCHARD R--------
'-!:::_ N. so• 12' oo· w.
\\\ ST. STA. 9 + 89 ± -~~----~-~-~---~-
1 NS TALL 1 O" X 8" TAPPING SLEEVE
AND 8" TAPPING VALVE. HOT TAP
TO EXISTING 1 O" PVC D.W. LINE.
ifl Gt ..,._.,
IRVINE RANCH
JATER DISTRICT
CITY OF NEw'PDRT BEACH
AND IRVINE RANCH \,/ATER DISTRICT
EMERGENCY JNTERTIE
ORCHARD DRIVE 8' \./ATER MAIN
PLAN AND PROFILE
CITY OF NE~P □RT BEACH
PUBLIC IJORKS DEPARTMENT
r ~
I
0 r u
Underground Service Alert
Cull: TOLL FREE
T\.JC vln'<KING DAY~ BEF □R[ '/JU DIG
S-\DRAr11NG\GILNf'2'
·-
s 0
TOP OF EX. GROUND
AT S.W. EDGE OF
CONCRETE VAULT'-·,
---"-
TOP '.JF EX.
CONCRETE
SIDEWALK·••.,,,
/
~~
0
\ RELOCATE)
2" GAS _INE
\ ! '
\-/ i ' ", _ EXISTING 2" ! . i
----GAS LINE 1·
i
I
'
-t
CRUSHED
ROCK 81'.\SE
MAT[RIAL....,
''-..
,_L_ _____ "'_ --------... _____ _
-i-
I' O"
lciyp;
,,
' _J
_J_
i
PRESSURE GAUGE DETAIL
---SL.OPE
SCALE: 1/2" ~ 1'-C"
SCALE: 1/2" ~ 1'-0"
/ 0
I
I
'-+--
--
-~
------.·
_l_
\ RELOCATc)
2" GAS LINE
CL. 1 50
\.::
I
'
I
I
l
I
I
!
I
-/---SIDEWALK (4' W )E)
\ REMOVE & REPLACE I AS REOUIRC:D TO
/ MATCH EX!STIIJG
' \
I ----. -4 I ---~
' EX!STING 2" GAS Ll~E
STREcT RIGHT-OF-WAY
ANO P110PEllTY LINl
REVISED PEii' CiTY COMMENTS
REV. DAlE CESCRJPT!□,, APP'D
REVJSJ□NS
APPROVED
~
CONSTRUCTION NOTES
~)
0J
0
(4)
®
(6'1
'..__/
0
®
0
@
(0
®
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B
@)
11 @
I~ {,",17\ i \ ' _ _,
@)
PRESSURE GAGE ASSEl~BL Y (0 TO 250 PSI FOR UPSTREAM,
0 TO 200 PSI FOR DOWNSTREAM)
ROCKWELL W--200 DRPS TURBO-METER AND FS STRA.INER
PIPE SUPPORT PER CITY OF ~EWPORT SEACH STD. 522-L
8" CLASS 54 DIP SPOOL (FLANO~ X SHOULDERED ENC)
~" VICTAULIC C:UuPUNE, STYLE 44
e" PRESSURE REDUCNG 'J.>.LVE (CLA-V.~L) PE,' CITY OF
N[I.VPDRT 8[ACH S ro. 521 L
b' X 1 Q' PRECAS, CONCRETE VAULT
4' X 4' DIAMOND PLATE ALUMINUM SPRING-ASSISTED HINGED
TWO-PIC:CE LOCKING COVER PER CITY OF NEWPOr,T BEACH
STD. 521L
8" PVC SCH 80 VENT PIPING WITH LONG-RADIUS BENDS
i 2" DIA. SUMP WITH CAST IRON GRATE ANO FRAME (.~LHAMBRA
FOUNDRY CO . NO. A-2020 OR APPROV':D EOUAL)
WALL ,1QJNTED GALVANIZED ST[Ec LADDER PER CITY OF
NEWPO'lT BEACH STD. 5,,0-L
PVC VENT STACKS (AR,WRCAST OR EOUAL) WITH 2' X 2' X 2'
DEEP CONCRETE FOOTINGS
8"·--90° 8IP ELBOW (MJ X MJ)
"LINK SEAL" OR EOUAL
1 /2" EXPANSION JOINT Fl LLER MA.Tl RIAL B[TWEEN SIDEWALK
AND NEW CONCRcTE VAULT
8" CLASS 54 0.I.P. FLANGED X PE. SPOO"
8" GA.TE VALVE (I•/ ,J. X i'LG.)
D I FI_ANGt X 0/.J. ADAPTER
3.5" PRESSURE GUA.GE
/ (GLYCERIN FILLED
/' WITf-1 SNU83ER)
/ (0 -250 PSI)
/_..----------~ ,I'/ ( \
NIPPLE --~----
\, )
' //
2" X 1/2" 316 S.S.
REDUCING BGSHING
2" 3 -6 S.S. PLLG ----"'
WiTH i /4" TAP_ ... -·-rL--+--.L,
2" 316 S.S. TEE--·-----
:z" CAST IR◊r<
ECCENTRIC
PLUG VALVE ------1 <,)
/
2" 316 S.S. Nl"PLE ------~
I
1 /2" CAST IRON
ECCENTRIC
PLUG VALUE
PRESSURE c;;\lJC;F DET!\IL
NOT TO SC/-\LE
q
i. 1fl' -G:t ~nmmllllm.S
CITY OF NE\./PORT B[ACH
MID IRVWE RANCrl \./ATER DI:;TRICT
EMERGENCY INTERTIE f----------=
B' EMERGENCY CJNNEC7!0N
HETERING VAULT PLAN AND SECT:DN
OCS] GN£D ~:?A'oltl D. HUkEL D. HUKEL
IRVINE RAN CH
WATER DISTRICT CITY OF NEWPORT BEACH
PUBLJC \/URKS DEPARTMENT CHECK~.t Zl/11[ G. CORREA 7103/97 SHEET 3 Or 5
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Underground Service Alert
'. . Coll: TOLL FREE
1-800
422-4133
Tl.JD \..IDRKING DAYS BEFORE YOU DIG
S:\ORAnlNG\GIL TRAF4
I /
I
EB I
' I
/
/
PHASE 1
' I \
' \
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TEMPORARY ND PARKING SIGNS
75'
• • • • • • •
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0 <t 0
75'
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C18 -.::I'"
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HIGH LEVEL WARNING
DEVICE WITH C22B
EDGE Of
PAVEMENT
PHASE
(") ....
OJ
2
/
LEGEND:
e • HIGH PROF°ILE TRAFFIC DELINEATORS
~ ◊ SIGNS (AS NOTED>
~ DIRECTION OF TRAVEL CNOT A PAVEMENT MARKING) m FLASHING ARROw' SIGN TYPE 'A' y HIGH LEVEL WARNING DEVICE CFLAGTREE>
--TYPE II BARRICADES
--K-RAILS
• <
' ' .
HIGH LEVEL WARNING
DEVICE WITH C228
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' . ~
&
R16
' "' ' .
~' .
REV. DAI[
C13
APPROVED
U"flUTI[S ENGlN[t~ /7 ,c.~ R. C. E. Nl 46~ 4
c__. DATE _____ _
D[SCRIP!l□N APP'D DES] GNED DRAlolN
D. HUKEL D. HUKEL
REVISIONS CHECKED DATE
G. CORREA 7103/97
f.l
a.-3
GENERAL TRAFFIC NOTES:
1. ALL TRAFFIC CONTROL SHALL BE PERFORMED
IN ACCORDANCE WITH e1 L I !:B ! Dr THE
& MOST CURRENT STATE OF CALIFORNIA
MANUAL OF TRAFFIC CONTROL.
2. DELINEATOR SPACING FOR ORCHARD AND
ACACIA IS 25', AND 45' SPACING FOR
IRVINE AVE.
3. ALL LANES OF TRAFFIC SHALL BE A MINIMUM
OF 10' WIDE.
CITY OF NE\JPORT BEACH
AND IRVINE RANCH \.'ATER DISTRICT
EMERGENCY INTERTIE
TRAFFIC CONTROL PLAN
FDR PHASES 1 AND 2
IRVINE RANCH
JAm DlffilCT CITY OF NE'w'P □RT BEACH
PUBLJC w'□RKS DEPARTMENT
I I
& NOTES TO CONTRACTOR:
1. CONTRACTOR IS TO NOTIFY COUNTY SIGNAL
OPERATIONS 48 HOURS PRIOR TO START OF
CONSTRUCTION <COUNTY IS TO REPROGRAM
CONTROLLER & MODIFY PHASE WIRING),
~
2. CONTRACTOR IS TO CHANGELEFT-TURN INDICATORS,
FOR SOUTH-BOUND TRAFFIC ON IRVINE AVE.,
TO GREEN BALL 1ST.
3. CONTRACTOR IS TC INSTALL SPECIAL SIGN
IN 3 PLACES <AS INDICATED> READING•
\ ' I
I
\
I I
NO LEFT TURN
AT ORCHARD
USE BRISTOL ST.
TO BIRCH
48" ..
<STD. 1418 ORANGE ON BLACK>
C13
Underground Service Alert
• Co.It TOLL FREE
1-800
422-4133
T\,/0 \,/ORKING DAYS BEFORE YOU DIG
S:\D~AFTING\ GILi RA~b
' 0
t')
&
1000'
(/) .,,
0 s;: z (/) ~ ~~ z i ________________ \..---p.REI' ~
::.,: RECEIVING
PHASE
EDGE Of PAVEI.IEIIT
3
~_/ ' u OS
JACKING PIT
PIT
'2' ALLO\/ABLE \/ORKING HOURS ARE
1..£::. FROM 9•00 A.M. TO 3•30 P,M,
I
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REV. DATE JESCRIPTJ□N
REVISIDNS
•
C13
APP'D
& INSTALL "'
APPROVED
Ull U 11 [S ENCil N[(>/
R. C. E. NO.
OCSl 51£0
D HUKEL
SPECIAL SIGN "'
PER DETAIL
AT LEFT --,... "'
GENERAL TRAFFIC NOTES:
1. ALL TRAFFIC CONTROL SHALL BE PERFORMED
IN ACCORDANCE \/ITH THE MOST CURRENT &
STATE OF CALIFORNIA MANUAL OF TRAFF'IC
CONTROL.
2. DELINEATOR SPACING FOR ORCHARD AND ACACIA
IS 25', AND 45' SPACING FOR IRVINE AVE.
3, All LANES OF TRAFFIC SHALL BE A MINIMUM
OF 12' \/IDE.
&
LEGEND:
• • HIGH PROFILE TRAF'f"IC DELINEAT□RS
~ ◊ SIGNS <AS NOTED>
.. DIRECTION or TRAVEL (NOT A PAVEMENT MARKING)
mJ FLASHING ARRO\I SIGN TYPE 'A' y HIGH LEVEL \/ARNING DEVICE <FLAGTREE)
-... TYPE II TRAFFIC BARRICADES
--K-RAILS
46214
D. HUKEL
f.11
a-.1
IRVINI RANCH
JATKR DIS'l'Rlti'
CJTY OF NE\JPDRT BEACH
AND IRVINE RANCH \J ATER DISTRICT
EMERGENCY INTERT!E
TRAFFIC CONTROL PLAN
PHASE 3
CHEC([D .DATE
CITY OF NEVP □RT BEACH
PUBLIC \IDRKS DEPARTMENT G. CORREA 7 /0 3/97