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CAMPUS RELIEF SEWER . ,
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BETWEEN VON KARMAN AVENUE AND JAMBOREE BOULEVARD
CONTRACT NO. 7 -· 13
MAY 19.90 \ . .. ,
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~DISTRICT N0.7 BOUNDARY '\,_,.:,,)'
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BOUNDARY OF CITIES 8 COUNTY
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PROJECT
LOCATION
SCALE/"= 2400~
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-APPROVED • AS BUILT·: . . '~:)$~
.·. ~,.; CHARLES GABBARD : ' '
CONSTRUCTION INSPECTOR·C:.S.0.0.C. .1
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APPROVED: . ' ' •
REOMMENDED:
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CITY OF IRVINE
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B.C.
B.F.
BllR. CBL.
B.F. V.
B.O.
CATV
c.a.
C.F.
C.C.P.
C.I.P.
c.L.C.S.P.
C.M.P. (A.)
c.o.
CONC.
DEFL.
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R. W.G. V.
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SPEC'S .
STA.
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V.C.P.
COND.
ABBREV/A T/ONS
ABANDONED
AGGREGATE BASE
ASPHAL T CONCRETE
ASBESTOS CEMENT PIPE
AIR RELEASE VAL VE
BEGINNING OF ClJRVE
BLIND FLANGE
BI.IRIEO CABLE
BlJTTERFL Y VAL VE
BLOW-OFF
CABLE TELEVISION
CATCH BASIN
CIJRBFACE
CONCREiE CYLINOER PIPE
CAST IRON PIPE
CEMENT L/NEO 8 COA TEO STEEL PIPE
CORRllGA TEO METAL PIPE (ARCH)
CLEANOlJT
CONCRETE
DEFLECTION
DRAIN INLET
DI.ICTIL_E IRON.PIPE
OIJCTS
ENDING OF CURVE
ELEVATION
EUCAL YPTUS TREE
EXISTING
FLOWL/NE
FORCE MAIN SEWER
'FUTURE
HEADWALL
SEWER HOUSE LATERAL
HIGH PRESSURE
INVERT
/RR/GA TION/RECLAIMED WATER
IRON PIPE
MUL T/PLE CONCRETE OUCT
MUL T/PLE TILE OUCT
MANHOLE
PLASTIC CONOI.I/T
POLYETHYLENE
PAVEMENT
REINFORCE/) CONCRETE BOX
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
RESILIENT WEOGE GA TE VAL VE
SLOPE
SPECIF/CATIONS •
STATIONS
STANDARD
STEEL
VITRIFIED CLAY PIP£
CONDUIT
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DR
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":{
UPON DR
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PR JEC
CAMPUS A l='A
--
ST
VICINITY MAP
N. T.S.
LEGEND
---C ---TRAFFIC SIGNAL CONOUIT
---E ELECTRICAL CONDUIT
--3"G EXISTING GAS LINE (SIZE AS INDICATE)
--B"S EXISTING SEWER LINE (SIZE AS IND/CA TED)
==48''.5.D. EXISTING STORM ORA/N (SIZE AS IND/CA TED)
---T EXISTING TELEPHONE CABLE/DUCT
6"W EXISTING WATERLINE (SIZE AS IND/CA TED)
---~:,----EXISTING MANHOLE/VAULT
- ---v---EXISTING WATER/GAS VALVE
---Jt---:><·--EXISTING FENCE
-~~~===-EXISTING CURB AND GUTTER
---CITY LIMITS
---~~RMANENTEASEMENT
--------TEMPORARY EASEMENT
---RIGHT-OF-WAY LINE (RIW)
-0-
o-il'.
FIRE HYDRANT
LIGHT STANDARD
• POWER POLE /TELEPHONE POLE
0 TRAFFIC CONTRL BOX
r;--;-;,;-----TRAFFIC CENSOR LOOPS '-' l _, L_o
,:--,.)----0---TRAFFIC SENSOR MAGNETS
□ WATER METER
• GAS METER
~ TRAFFIC SIGNAL (T.S.)
Ii::, AERIAL CONTROL POINT
W21 ----OENOTES DETAIL NUMBER
\V----DENOTES SHEET NUMBER
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INDEX OF SHEETS
SHEET DESCRIPTION
l-.TITLE SHEET
IA.-
2.-
ABBREV/A TIONS, AGENCY INDEX. INO£X OF SHEETS.LEGEND, VICINITY MAP
PLAN ANO PRFILE STA. oo;oo.oo TO STA. 07•00.00
3.-
4.-
5.-
6.-
7.-
8.-
9.-
10.-
"--
PLAN AND PROFILE STA. 07."00.00 TO STA. /5,-00.00
PLAN AND PROFILE STA. /5+00.00 TO STA. 22+50.00
PLAN AND PROFILE STA. 22,-50.00 TO STA. 27,59.80
TYPICAL MANHOLE DETAILS
CONSTRUCT/ON DETAILS
TRAFFIC CONTROL PLAN -PHASE I
TRAFFIC CONTROL PLAN -PHASE 2
TRAFFIC CONTROL PLAN -PHASE 2
TRAFFIC CONTROL PLAN -PHASE 3
BENCH MARK: 3J/877 IN THE SOUTH PART OF THE INTERSECT/ON
OF JAMBOREE ROAD A/VO MICHELSON DRIVE,
308 FT. SO. OF THE f OF MICHELSON DRIVE,
ON THE S.£. SIOE OF JAMBOREE ROAD, ON
THE SOI/TH CORN£R OF A 4.2 x/lO FT. CATCH
BASIN. MONUMENT OISK IS 3.9 FT. BACK OF
~IJRB FACE AND ABDI.IT 24 FT. N.E. OF THE
'l: OF THE DRIVEWAY INTO THESO. CALIFOR-
NIA EDISON CO., CABRILLO SI/BSTA TION.
ELEVA T/ON = 36.235 FT. ABOVE MEAN SEE LEVEL.
BASIS OF BEARING: THE BEARINGS SHOWN IN THESE PLANS AS BEING N49"19'48"
1976
IS BASEO ON THE CENTER LINE OF CAMPUS DRIVE AS SHOWN ON
TRACT /3/97, RECORDED IN BOOK 642, PAGE /7, INCLUSIVE OF
MiSCELLANEOUS MAF5, RECO~DS OF ORANGE COUNTY, CALIFORNIA.
AGENCY INDEX
NAME AND ADDRESS
COUNTY SAN/TAT/ON DISTRICTS OF
ORANGE COUNTY
COIJNTY OF ORANGE GENERAL
SERVICE AGENCY
COIJNTY OF ORANGE ENVIRONMENTAL
MANAGEMENT AGENCY
CITY OF /RV/NE
CITY OF NEWPORT BEACH
/RV/NE RANCH WATER DISTRICT
• PACIFIC BELL
SOIJTHERN CALIFORNIA GAS COMPANY
ABBR.
C.S.D.
C.O.E.MA.
CITY OF L
CITY OF N.B.
I.R. w.o.
P.B.
S.C.G.
SOIJTH£RN CALIFORNIA EDISON COMPANY S.C.E
SOUTHERN CALIFORNIA EOISON 0/STRICT 4 S.C.E
UNOERGROUNO SERVICE ALERT
PHONE
714/962-24//
7/4/540-29/0
7/4/834-5500
7l4/834-2300
714/724-6500 (INSPECTION)
7/4/644-331/
714/823-/223
7l4/259-4475
7/4/634-31/5
714/895-0232
7/4/458-44/6
/-800./422-4/33
ASBU/LT COUNTY SANITATION DISTRICTS OF
ORANGE. COUNTY, CALIFORNIA
DISTRICT NO. 7
Prepared in the office of
Church Engineering, Inc.
Consultfng Engineers 250! Alton Ave.
Planners
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Jrv;ne
CA 92714
Surveyors (714] 660-8600
CAMPUS RELIEF SEWER
ABBREVIATIONS, AGENCY lNDEX, INDEX
OF SHEETS, LEGEND, VICINITY MAP
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REVISIONS CHECKE5~: DATE 05.99-, /ENGINEER .R.C.E. 40968 DATE OF SHEETS
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CONNECT NE~" V.C.P. TO EXISTING 72" M.H.
PER DETAIL • 4 -
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CONSTRUCT 2/" V.C.P.
CONSTRUC~" I.D. PRECAST MANHOLE PER
SECTION B --
6
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REPLACE TRAFFIC LOOPS AFTER COMPLETION
OF STREET RESURFACING. CONTACT CITY OF /RV/NE
ROBB HUGHES AT 724-7648 72 HRS PRIOR TO START OF' CONSTRUCTION
BACKFILL SEWER LINE ACCORDING TO
CSD.0.C. STD. DWG. S-21-~ IF OVER EXCAVATION
IS REQUIRED·BETWEEN STA. 0 • 00 AND
STA. 0 • 25
,;;-~--"',-,.-•-"',.,{: :·,-:---• --
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' ·UTILITIES CROSSING-THE PROPOSED SEWER CONSTRUCTION SHALL BE '~;
•-LOCATED AND EXPOSED PRIOR TO EXCAVA'PION FOR SEWER.
• NOTI8E TO CONTRACTOR ,
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[" PROTECT ALL EXISTING UTILITIES THAT ARE PERPENDICULAR TO AND IN
·CLOSE PROXIMIT~ OF PROPOSED SEWER MAIU CON$TRUCTION PER CSDOC ?-.
• STANDARD DRAWING NO. S-'-37-1. -EXISTING UTILITISS THAT ARE PARALLEL ..
, -: TO AND·-IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN "~ PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF
SUPPORT: -~ ,
;_ .. ,_. __ =_, ---------.-------------------------_.---------+
R.J. 10..24-90
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICT t<IO. 7
.CAMPUS RELIEF SEWER
PLAN AND PROFILE
STA. 0+00.00 TO STA. 7 +00.00 ,.,,.__ Church Engineering, Inc.
~ Consulting Engineers 2501 Alton Ave. "-~ • •
V• -Planners ~~';;';714 -, Jl~ 1::~~t.tA~~9~~1.3~~[/~ll.~JTD~E~st· C~RITI ~PT~l~O~N~=~~~~~==j~;8~P~P1',~;~v~~!DLl15L;;~:~~TlE1r.o;·E~s1_~_GN;;E~DA~'~·v:-to;;;R;:-;A~w-;N::;A6J.:;, jl.J ' .. ~ -; / ..-/ 5-34-9" ·-~HEET 2 • .._,' Surveyors (714) 660·8600 CHEC :El)_ SY DATE 11
i • , --REVISIONS -'J.M. 05.99" I ENGINEER -R C_E_ 40968 DATE OF SHEETS :L._ __ __;__~-· ____ _;._~...;.._ _________ ....::.,_ _______ ---1, _______ .;,______;;;...._......._ ___ ~~-----------._ .............. ________ _____
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CONSTRUCTION NOTES:
CONSTRUCT 21" V.C.P.
CONSTRU(V "I.D. PRECAST MANHOLE PER
SECTION B
6
UTILITIES CROSSING. THE PROPOSED SEWER CONSTRUCTION SHALL BE
LOCATED AND EXPOSED PRIOR TO EXCAVATION FOR SEWER.
NOTICE TO CONTRACTOR
PROTECT ALL EXISTING UTILITIES THAT ARE PER~ENDICULAR TO AND IN
CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC
-STANDARD DRAWING No; s-37-1. EXISTING UTILITIES THAT ARE PARALLEL
TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN
PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. ----
COUNTY
ORANGE
SANITATION DISTRICTS OF
COUNTY, CALIFORNIA
DISTRICT NO. 7_
CAMPUS RELIEF SEWER . -
PLAN AND PROFILE
ST A. 7 +00.00 TO ST A. 15+00.00
-Planners Irvine 1-.&!o /J\~.::A::...=S:....:B=.;V.::..:.:'IL~T __________ -4-=c::..=s:,1 /:.,:c=.;a.=-➔!iii=~"':!.0~'1!..1/ DESIGNED BY DRAWN BY /J SHEET 3
! CA 92714 AJ. AA !,I;._• LI' l/1,,../
• '-' , swveyors (714) 660-8600 _ 1.!N!_!0:!,;.l_ ____ ...,.!:D~E1S~C:,!R!_!l,!:P,!T.!,!102JN~ ____ ..Ji.:A~P:'.,!P:'.,!R:!;O~V~E,!:!D:,l_D~A~T!,!E;_f-;:-;;;,;;;;;--;;1-;,:-;-;;~;;;~t)~lt!!_~~~~--c:·~ ,-,~~~~JS°-~-~~~::_-9,~~-i 1,, ____________________________________________________________________________________________ ... __ h ---.-.-.-.-.. -.:: _______________ .., ___________ iiRiiE111V11111111Siil,i0iiN■S•---------•c•HE•C•K•E■SiiiJ.ii.y.,l,•D•A•T•E•0•5.•90-,llV..,E•N■G■, N■E■E•R--.R.•C•E•-•4•0•96•8--D•A•TE..,_.11o■F■11111-■■S■H■E■E■T■S ol
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0.83'
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CONSTRUCT/ON NOTES
CONSTRUCT 21" V.C.P.
CONSTRUCCV" LO. PRECAST MANHOLE PER
SECTION 6
REPLACE TRAFFIC LOOPS AFTER COMPLETION
OF STREET RESURFACING.
CONSTRUCT m PRECAST CONCRETE MANHOLE
PER DETAILS 13 ON SHT. 6 ANO 15" ANO 8" STl/B -
ANO BRICK • 6 ANO MORTAR PLUG, CONSTRUCT
MANHOLE BAS 'ER OETAIL 5. SHT. 7 (M.H. # 4)
CONSTRUCT 145 LF. OF 42" DIAMETERe3cL CASING
WITH 3/8" THICK WALL, PER DETAIL 3
7
BACKFILL BOTH JACKING AND RECEIVING PITS
WITH CRUSHED ROCK OR GRAVEL PER SECTION 21-11 OF
STANDARD SPECIFICATIONS. COMPACT TO MIN. 90%.
USE MINIMUM 2-2' LENGTHS OF PIPE AT ENDS OF CASING.
REPLACE IN KIND APPROX. 20 LF OF MEDIAN CURB BY JACKING PIT
I COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICT NO. 7
CAMPUS RELIEF SEWER
PLAN AND PROFILE
~
I
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z52 crs o.47 ~-: Church Engineering, In~ --• -ST A. 15+00.00 TO ST A. 23..-00.00 ~
[69mgd_, 2.33fps ~ Consulting Engineers 1501 Alton Ave. 1-,.....1--,"-=-"-==-c=----------+-=--,-=--l--,.-,--l----"""IP""" _______________ """IP""" _______ ~
'o V d/[) Prepared in the office of
[48 cfs . / _ .Planners ~;:~~714 1-~I· "'"1\4 .::llc::S:......=13:..ll.:..Z:..:'l:.!T~----------lf.=C:...S=.L/.::C=G:.....i~=h~o~J,,,_. □ESIGNER/Y □RAwli~ (2 . r~ /'/1-J • l SHEET 4 S::
i • , -Sia. 20+54,84 TO Siu. 22+5l 21" 0.61' 0.013 0,00/31 _ 0_96mgd 2.0fps _ 0.35 ____,, Surveyors (714)660-8600 µNL!;0!.:_,L_..;----'-_ _!D?_!E~S~C:!:R!.!:IP~Tr!l,20~N_,..,.....,---;...J~A~P'.!P'._!:R~0~V~EJ:DUJD~A:!TlEl;:;;;;:;,;~·~~
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506
I
-UTILITIES CROSSING THE PROPOSED SEWER CONSTRUCTION SHALL BE
LOCATED AND EXPOSED PRIOR TO'EXCAVATION FOR SEWER.
NOTICE TO CONTRACTOR
PROTECT ALL EXISTING UTILITIES THAT ARE""PERPENDICULAR TO AND Ilir
CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC
STANDARD DRAWING NO. S-37-1. "'EXISTING UTI.LITIES THAT ARE PARALLEL
TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL"BE PROTECTED IN
PLACE. CONTRACTOR SHALL SUBMIT" TO.ENGINEER THE PRQPOSED METHOD OF
SUPPORT.
12" V. C.P. S -!.R. w.o.
5Ci4
/2" P. V. C.
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21"
5GA~ W -I.R.W.D.
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0.61'
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Prepared in the office of
Church Engineering, Inc.
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CONSTRUCT/ON NOTES
(g} CONSTRUCT 21"' V. C.P. •
@ CONSTRUCT 60"1.D. PRECAST MANHOLE PER SECTION EB
(!f) CONSTRUCT 60" LO. ?RECAST CONCRETE MANHOLE
PER SECTION B ON SHT.6 AND 2-8°' VCP STUBS AND
BRICK ANO MORTAR PLUGS. CONSTRUCT
MANHOLE BAS£ PER DETAIL 6 ON SHT. 7 (M.H. #6)
ANO to·· 40 MIL. POL YL/NED D.f. STUB WITH D.I. PLUG ( M.J.).
;
MANHOLE SHALL BE £OU/PED BOLTED COVER PER DETAIL ON
SHEET 6.
--t--·-
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COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICT NO. 7
CAMPUS RELIEF SEWER
PLAN AND PROFILE
STA. 22+50.00 TO STA. 27 +59.80
Consuhing Engineers
Planners • &trveyors
2501 Alton Ave.
Irvine
CA 92714
(714)660-860-0
1,, 11s 8(//LT cs1c;;:;. ,,;,Vf'fl DESIGNED BY DRAWN BY in
I ~Nl_SO~. L __ .:.__!D?_!E~S~C:_!:R~IP~T!,!1,20~N~__,-,--_Jj;A~P'.,!P:!:R!_SO~V'.,!;E:.!;D!l._:D~A:,!TlE;f;~;;;;--;A.l;-l"-;,~-;:;A.A.;:::'7 , • , ';t_ e"1,:,,._, 5-3t!J-~4"
SHEET 5
OF II SHEETS 1-CHECKEO BY CATE 05.90 REVISIONS J.M. -; I/ENGINEER "R"C.E" 40968 DATE
V
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s
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C <.
•
•
PIPE SHALL BE LAID WITH
END SQUARE INTO MH.BASE
UNLESS OTHERWISE NOT£D.
CONSTRUCT FILLET SHELF ':-.,•/: _f.J;':
• OVER PIPE TO DRA/N.--/-~*ii:?~f=.::::.:!,
8" STUB (TYP)-MATCH SOFFITS--
BRICK AND MORTAR PLUG
PER DETAIL HEREON
GAS FLAPS PER
DETAIL HEREON
TOP OF PAVEMENT--
(o
SEE M.H. COVER
DETAIL~--
21" V.C.P.
PL AN
N. T.S.
•'"':·\ :.•.• 36"
//:: 1----"-,c_--
. -.
I
I
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21" V.C.P.
8" STUB ( TYP. ) .
MATCH STUB SOFFITS
TO CROWN OF MAIN CARRIER
PIP£ IF NOT OTH£RWIS£
/NO/CA TEO ON PROFILE
BRICK ANO MORTAR PLUG
PER DETAIL HEREON
2-2' JOINT AT BOTH:
/NL£TS ANO OUTLETS
MANHOLE LOCATIONS,
STA. 5 + /0. 00
ST.4. /0 + 20. 00
ST.4. 15-,. 80.00
ST.4. 24 + 05._00
MANHOLE FRAME AND CO VER SHALL BE
LINED WITH COAL-TAR ENAMEL PER STANDARD
'SPECIF/CA TION5_FOR PUBLIC WORKS'S£CTION
207J0.4.4 ANO A.W.W.AC. 203
I /2" GROUT MORTAR
S££ CONCRETE
/2" M/14
I "A. C. PVMT.
EXIST. AC PVMT.
EXISTA.8.
NOTES: '
I.-CONC COLLARS TO BE ON ALL MH.'s CLASS ''B" CONC. COLLAR
CIRCULAR OR SQUARE IN
SHAPE AROUND MH.
COVER FRAME.
2.-GRADE RINGS SHALL. HA VE FACTORY
. INSTALLED P. V.C. LINING
3.-MH. 'S TO B£ RAISED TO GRADE AND
CONC. COLl.:AR S POUR£D AFT£R FINAL
SURFACE COARSE IS PLACED
TYPICAL CONCRETE COLLAR
N. T.S.
8" 36" 8"
8" 60" 8"
CONE DETAIL
N. T.S.
STANDARD MANHOLE NOTES
I.-TH£ INTERIOR SURFACES OF MANHOLES DEL/NIA TED BY
THE HEAVY SOLID LINE ON THE ELEVA TJON VIEW SHALL
.BE.LINED· WITH P.l~C. LINER. PER. C.S.D. STD. PLAN S-25-1,2,3
AND STANDARD SPECIF/CATIONS. ALL MANHOLE RINGS AND
COVERS SHALL HAVE FACTORY INSTALLED P. V.C. LINING.
.~: .. ;:: ... ...... • ... -r. ,I> o; •• .• . .•
;..-,:-.•·
PRECASTMH.
STRAIGHT SIDE
ECCENTRIC CONE
, . .;
COLLAR DETAIL HEREON
//2" GROUT BETWEEN
B£V£L JOINTS
_____ 7 r•~:/J{ ___ MANHOLEL/N/NG
2.-STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE
OF MANHOLE UNLESS OTHERWISE NOTED. ELEVATIONS ARE SHOWN
AT MANHOLE CENTER AND REFER TO THE PROLONGED INVERT
GRADE LIN£ UNLESS OTHERWISE NOTED.
INSTALL P. V.C. GAS FLAPS
PER DETAIL HEREON
-<>.; SEE NOTE/
:b, ·.:-: '• ....
:._:,"::1..-----WATER TIGHT JOINTS. --------\---"'-'·'H' ~.:'-i'. SEE JOINT DETAIL HER£0N.
~--.-= "; ,, .
60" '8'
8"
STUB SOFFIT SHALL MATCH CARRIER CROWN
IF NOT O TH£RWISE IND/CA TED ON PROFILE
·-11"';, / _.·,: ~ ... ;.· ,:i'l1 •
O,:.• V '' • • ,,' ' -•' .... J:f:!../1///7,
7' -8" DIA.
. SECTION
N. T.S.
EE BRICK PLUG DETAIL HEREON.
· :·_:.:-:t: 120•
WELD GAS FLAP TOP. V.C. LINER.
PLACE LOOSE FITTING P. V.C.
GAS FLAP ON ALL LATERALS WI
T-LOCK STRIPS TOWARD INS/£ MH.
118",.. r FLAT BAR.
M.H. BASE ,
t.!·. ti--+-,+----, ,cl ,
# . ~ ,·
I
\.
3.-NO CONSTRUCTION JOINTS ARE TO B£ MADE IN BASE.
~.
4.-CONCR£TE SHALL BE CLASS A. AND HAVE A MINIMUM
COMPRESS/VE STRENGTH OF 3500 psi AT THE END OF
28 DAYS. • • ' ,
5.-PRECAST MANHOLE COMPONENTS SHALL BE MANUFACTURED
WITH SUFFICIENT STEEL HOOP REINFORCEMENT TO PREVENT
FRACTURES DURING CURING AND HANDLING. ST££L SHALL
HAVE A MIN/MlJM COVER OF 2-1/2''.
6.-WATERTIGHT JOINTS SHALL BE MADE BY APPLYING
SlJFFIC/ENT MORTAR ACROSS ENTIRE FACE OF JOINT
SO THAT WHEN PRECAST UNITS AR£ PLACED ON TOP
OF ON£ ANOTHER THE MORTAR WILL SQUEEZE OUT BOTH
THE INS/OE 8 OUTSIDE WALL FACES. JOINTS TO BE
''POINTED UP" AFTER SETTING PRECAST UNITS EXCLUDING
GRADE RINGS.
7.-WRITTEN DIMENSIONS SHALL TAK£ PRECEDENCE OVER
SCALED DIMENSIONS.
---TYPICAL 60" 1.0. MANHOLE ED
• I C /" fJ HOLE.
LETTERS 3' H/G.
3/4" HOLE {TYP.
3 R£Q'D
4"
PLAN
40"
38"
36"
7"
SECTION
1-1/2"
36" SIZE.· ALHAMBRA MODEL A-I25I-6 WITH A TOTAL
FR AME AND CO VER WEIGHT OF 580 LBS.
( MH NO. 'S 1,2.3,4,5)
STANDARD MANHOLE FRAME AND COVER
N. T.S.
LETTERS 3" HIGH--~
A
HINGED RING LIFT
( TYP.)
2 REQUIRED
A
BOLT HOLE ( TYP. )
PLAN
40" •
____ 3_8_·_· ___ ..., I
1/2" x £".LONG
STAINLESS STEEL . I
CAP, SCREWS
k~CIIIIT111(fflll///£llfll)J)l /~\ 6"
4" j I ~ 36" ~ 7//E I L 4'
SECTION A-A
36" MANHOLE FRAME AND COVER SHALL BE
ALHAMBRA FOlJNDRY MODEL NO. A-I2518-6
WITH A TOTAL FRAM£ ANO COVER WEIGHT OF
580 LBS. ··(M.H.N0.6)
BOLTED MANHOLE FRAM£ AND COVER
N. T.S.
Prepared in the office of
• Church Engineering, Inc.
. •
SHAFT T SHOWN
P. v.c.
LINER
II:
'· <.S I X
s~L=a b.p,;;=,"£<,,---i1 --1;;;
PLA a PROFILE
NOTE.· STUBS NOT SHOWN FOR CLARITY
SECTION
SCALE.· I /2" = t-0"
5' I.D. PRECAST
CONCRETE
MANHOLE.
SEWER PIPE !:TUB
//2" CEMENT MORTAR
FINISH TO BE FLUSH
WITH SOCKET OR
SIZE PER PLAN 8 PROFILE
ENO OF BELL --..._
BRICK PLUG DETAIL
N. T.S. • J
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2-1/4" ';;. •.•• ';. ··--3-3/8"
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• :~ <-'! -~·:1--2-3/8"
SHAFT JOINT DETAIL
N. T.S.
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
. DISTRICT NO. 7 '
CAMPUS RELIEF SEWER
TYPICAL MANHOLE DETAILS
150/ Allon A,•e. DIITE 05.90
GA l P nr rl ~ Planners • ~j':;~714 l-..!at'.fia_+...:l}.:..;:S=-.::e,=V/.~'L::.:T _________ +c=S-=.!.::.c:=G-::..p~i,,:-L9,~1FDE=S:..:.IGN:.:.:E:::.D_:AJ.=---j /1 • ,&> ,..,,,..4 '.:,,,...,.-----1 : SF; A I./~ TAIL-· ,, ..._ __ __.. Su,ve_1ws (7/4)660·8600 NO. DESCRIPTION APPROVED DATE DRAWN A.A, .,...{,?/.Y,~•=••~•"'(~~:£...__'.:;-/~.r,(~-'1~!!:!!§2_o_2t>~-.B~C~-:.,~~'S
:._ _____________________________________ ,\/ __ 7.,; . .5_. _________________________________ ._ ________________ ;:::::::::::::::::,.R'°"•E.;.;.,V-,.I-S;l,iii,0-,.N-,iii,S ______ ... _'°"_'"'_..;._;.;;_""'_.;;._;;.._L_;:.;_.;.;_.;c.l._•:::.:CiiiiH.::.;E;CiiiiK.::.;ED::Jiiii.M.'-iii,----~•/•N•G•IN-EE•R•R.•C•.E•, •40•9•6•8 ----D•AT•E-•No,.._6 __ .0""F •'•' ...
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120879
12"
----0.1· THICK A.C. TOP LAYER
'2" SHALL CONTAIN AGGREGATE
WITH MAXIMUM SIZE OF 3/8"
GRIND /' x 0.1' STRIP AND EXIST. A.C. PAVEMENT PRIME WITH GRADE SC-250
LIQUID ASPHALT PRIOR TO
REPAVING. USE 0.2 GALLONS
OF SC-250 PER SQUARE YARD. STREET ~ • , ' • •; • • 0 0 -'f'-'
\
"') 9~)'' , "·. • I CRUSHED MISC. BASE
ZONE -+---: ~ • ' , •, '. : , , o' PER SSPWC SECT. 200-2. 4
CHAMFER
PIPE
ZONE
---
. '
/2"
I
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~-IMPORTED MATERIAL PER SECT
110 OF DETAILED CONTRACT
SPECS. NO. 7-13.
2r v.c.P.
,
i,_;,_,._--/MP0RTED SANO BACKFILL PER
CSD0C SPECS. SECT. 21-11 {§3)
OR CRUSHED MISC. BASE PER
SSPWC (/988 ED.I SECT. 200-2. 4.
EXIST. PAVEMENT I VAR. WIDTH
TYPICAL TRENCH SECTION I
STEEL CASING, SEE PLAN
AND PROFILE FOR
SIZE AND THICKNES.
•
BACKFILL WITH
LEAN GROUT
(L·4MIXI
CARRIER PIPE·--__,-
METAL SKIDS SET SO
N. T.S. 1
RED WOOD BLOCKS
OR METAL RAILS
-----:::/=-GROUTCONNECnONHOLES
SPACED 8' ON CENTER
IN EACH ROW ANO
STAGGERED 4' SO AS TO
OCCUR ON ALTERNATE
SIDES OF CROWN.
GROUT COUPUNG DETAIL
INVERT OF SEWER CARRIER
PIPE IS TO GRADE. SEE SPECS. GROUT CONNECTION HOLES
SPACED 20' ON CENTER
NOTES:
!.-ALL STEEL CASING PIPE FIELD JOINTS
SHALL BE WELDED FULL CIRCUMFERENCE.
2.-PERIPHERY OF CASING TO BE PRESSURE
GROUTED.
3.-CARRIER PIPE SHALL BE AIR TESTED
PRIOR TO FILLING CASING WITH GROUT.
4.-UPSmEAM ANO DOWNSTREAM ELEVATIONS
TO BE VERIFIED PRIOR TO FILLING
CASING.
IN EACH ROW AND
STAGGEREQ_ 10' SO AS TO
OCCUR ON ALTERNATE
SIDES. GROUT G"'i
CO(JPL/NG, DETAIL EJ
STEEL CASING DETAIL
N. T.S.
STA. 19+05.00 TO STA. 20+50.00
•
NOTE: REPAIR P. V.C. LINING AFTER
COREDR!LL/NG AND INSTALLING
2/" V.C.P. STUB, BY USE OF
PVC WELD STRIPS.
STA. 0+00.00
BEGIN CONSTRUCT/ON
/NV. EL.
29.9/
EXIST. !NV. EL.=
28.57.!
STA. 0 + 00
ill
EXISTING 72" MANHOLE CONNECTION DETAIL
. ,
SCALE.· !/2" = r-o··
2" STANDARD STEEL
PIPE HALF COUPLING
2" CAST-c__.....--
lRON PLUG
EXIST. 72" I.D. MANHOLE
OVER EXIST. 30" V.C.P.
SEWER
4
7
STEEL
3/16
GROUT COUPLING DETAIL
N. T.S.
\
33.99
/NV, EJ...
CONSTRUCT 8'' V.C.P.
STUB AND BRICK AND
MORTAR PLUG.
POURED IN PLACE
MANHOLE CONCRETE BASE.
32.9/
!NV.
CONSTRUCT 10" D.I.. STUB (PEXMJ)
AND IO"D.l PLUG. IMJJ. D.I. STUB
SHALL BE POL YLI NED
FLOW
·3.4.05 INSTALL GAS FLAPS
!NV. EL. PER DETAIL ON SHEET 6
__ -CONSTRUCT 60" DIA.
PRECAST CONCRETE
MANHOLE PER DETAILS
ON SHEET 6.
STA. 27 + 59.80
MANHOLE BASE DETAIL ( MH # 6) 6
CONSTRUCT 60" DIA
PRECAST CONCRETE
MANHOLE PER
DETAILS ON SHT. 6-----
CONSTRUCT /5" V.C.P.
STUB AND BRICK AND
MORTAR PLUG.~-
32.49
!1VV .~---~-.
SCALE: I /2" = I._O''
FLOW
I
I
I
.C.P. I
I
I
~~=t::::::~---• ; • ~-I I I 1~· •
.•. --er-,,
7
3/,99
!NV.
CONSTRUCT 8" V.C.P. STUB
AND BRICK MORTAR PLUG PER
DETAIL ON SHEET NO. 6.
POURED r: PLACE
MANHOLE CONCRETE BASE
• ••I I I
r,-1--1----r, ---INSTALL GAS FLAPS
I I
I I
FLOW
STA. 20 + 54.86
MANHOLE BASE DETAIL ( MH # 4)
SCALE: //2" = /'-0"
PER DET,4/L ON SHEET 6
5
7
ONE INCH ON ORIGINAL
·AS BUILT COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICT NO. 7
•
'
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f
Prepared in rhe of/ke of
~-. Ch'!-rch Engineering, Inc. ~ Consuhfog Engineers . • 250/ Alton A>-e.
Irvine ' Planners \j CA 927/4
(714) 660-8600
t
CAMPUS RELIEF SEWER
CONSTRUCTION DETAILS
~
I
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(.)
t--i-------------t----t--1------,.------------.....,..0R-AW-IN_G_N_Q_--1 ~
t--;----~--------t-----+---1.DATE 05,90 :"I,,.
IJS av1t.T cs cG-DEs10NED AJ. 5d': '-?,:Vk.._. s-,gtJ-:9.!l ~
SHEET S, NO. DESCRIPTION APPROVED DRAWN A.A. r-,:
~"'-'-''-----.::..::.:;..;;.....;____;;_.; __ --:-_-'-'---.;..;...;...;;;.;;...,___+='c::..::..c;,;,...:.:::..::...._--1,/ NGINEER R.C.E. 40968 DATE 7 11 ""' .. ----------------------------------------------------------------------....1---------------------------R-E .. v .. 1s_,_o_N_s _______ .._c_HEiiiCiiiiKE_,D,.J.M. __ .,_ ____________ ....,No_. ___ OF ....... (j
!
•
•
PROVIDE 10 'MIN. CLEAR
C-13 -----LANE WIDTH
~
I.
2.
3.
4.
5.
6.
8.
• 9.
10.
(
GENERAL NOTES:
-· ALL CONSTRUCTION WORK SBOWN ON TBESE PLANS, INCLUDING RESTORATION OF ALL
EXISTING FACILITIES, TRAFFIC SIGNAL EQUIPMENT, AND DETECTION LOOPS SBALL
BE IN CONFORMANCE WITB THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD
PLANS DATED JANUARY 1988.
DURING THE PERIOD-OF CONSTRUCTION THE CONTRACTOR,,SHALL FURNISH, ERECT, -j
AND MAINTAIN SIGNING, STRIPING, BARRICADES, TEMPO.RARY SIGNALS, AND OTHER 1
SAFETY MEASURES AS DIRECTED BY THE RESPECTIVE CITi ENGINEER.
I I CONFORMANCE WITH THE DETOUR PLANS SHALL BE ALL EXISTING SIGNING NOT IN
COVERED FOR THE DURATION OF
BE RELOCATED AS REQUIRED TO
TRAFFIC LANES.
THE DETOUR. ALL EXISTING STOP SIGNS SHALL I
PROVIDE VISIBILITY FROM ALL RELOCATED
-,
AJ,L EXISTING FACILITIES, INCLUDING SIGNING, STRIPING, SIGNS, MARKINGS,
AND MARKERS SHALL BE RESTORED TO THE ORIGINAL CONDITION AND/OR LOCATION
AT THE END OF THE CONSTRUCTION PERIOD._
_AT CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE TRAFFIC
DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS SHALL BE
REPLACED WITH TYPE III BARRICADES ORK-RAIL (CALTRANS STANDARD PLAN
B11-30). BARRICADES MUST BE EQUIPPED WITB LIGHTING DEVICES. EDGE OF
OPEN TRENCH SHALL BE A MINIMUM OF 5 FT, FROM THE NEAREST Tli\AFFIC LANE.
-. ,
ALL TEMPORARY FACILITIES CONSTRUCTED FOR THE PURPOSES' OF THIS DETOUR
SHALL Bi!: REMOVED AT THE COMPLETION OF CONSTRUCTION, ·PERIOD.
CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE.CALTRANS MANUAL OF
'J.'AA!'FlC CONTROLS ( 1985) AND THESE PLANS.
j ,. • ' '
ALL S'l'!UPING, MARKINGS, SIGNING·, BARRICADES, AND MARKERS SHALL BE INSTALLED
PER CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (JANUARY 1988),
SHEETS AiO-A, A20-B, ·A20-C, A24-A, A24-B, A24-C, A24-D, A73, A74-A, S41-3,
S42-15, AND S44-7, AND AS DIRECTED BY THE RESPECTIVE CITY ENGINEER. :
--ALL AJlVANCE WARNING SIGNS FOR DETOUR SHALL BE 48nX48" MINIMUM OR LARGER
UNLESS OTHER SPECIFIED.
ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE REFLECTORIZED AND BE
EQUIPPED WITH FLAGS.
II. _ THE LOCATIONS OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT
LOCATION SHALL BE DETERMINED IN THE FIELD BY THE RESPECTIVE CITY ENGINEER.
12. ADDITIONAL SIGNING MAY BE NECESSARY AS DETERMINED BY THE RESPECTIVE CITY
ENGINEER IN THE FIELD.
__ 13. _.THE.CONTRACTOR. SHALL PROVIDE SAFE AND CONTINUOUfJ,PASSAGE OF LOCAL PEDESTRIAN AND VEHICULAR __
~~:~~;~otTA:~~.T;:iscoN~:i~;o~0 s:!~rR~g~!~~ ~~~,~~A~~c~~: :~E~R~:E!b~!:c~~J~i~!N;R~:iRi~N-
OWNER OR RESPONSIBLE PERSON OF THE TIME, NATURE;'.AND DURATION OF THE RESTRICTION .• -:< •. ~
-~-•-~¥--=
14. _ THE CONTRACTOR SHALL COORDINATE THE TEMPORARY o~scbNTINUANCE AND RELOCATION OF BUS ROUTES
AND BUS STOPS WITH THE ORANGE COUNTY TRANSIT DilTRICT STAFF THREE WEEKS IN ADVANCE OF CON-
STRUCTION ACTIVITY AFFECTING BUS STOPS. CONTAC~•_STEVE BJORNSON, OCTD, AT TELEPHONE 714/638-'-9250,
EXT. 4130 ; --
JS. WORK WITHIN THE CAMPUS/VON KARMAN INTERSECTION-~HAL~ BE PERFORMED DURING THE WEEKEND ONLY.
~--IJSE DELINEATORS ON BOTH
SIDES OF EXCAVATION AS
SHOWN WHEN WBLTL IS
OPEN FOR TRAFFIC
WHEN EB LTL IS ()PEN, USE DELINEATORS ON
BOTH SIDES OF EXCAVATION AS SHOWN -'-
LEGEND
e PLASTIC DELINEATOR
++ TYPE Ill BARRICADE
~ 'SIGN. SINGLE Posr·
-. ,...
" Prej).ared in the offlce of ...
,---CLOSE EB LTL ONLY DURING CONSTRUCTION
BETWEEN STA. 5+00 TO 7+00. USE DELINEATORS
AND BARRICADES JA/ITH 817 :'NO LEFT TURN"
-'h~ ~t.:1{ 7-}'A.;~i~,; ;•
: -; :.~1'.t.
..:t'.~\ : --~]~;~::
~i};ifI~
MODIFY DELINEATOR SPACING TO ALLOW
TRAFFIC THROUGH TELLER INTERSECTION
DURING PHASE I.
TRAFFIC DELAYS
DUE TO CONSTRUCTION
PLEAS£/JSE
ALTERNATE ROUTES
36"x36''
4" LTRS.
CS SIGN
. r ., ,
TIMING rmDtFICATIONS:rRT ALL SIGNALIZED INTERSECTIONS . 'Church_ Enitfneerinu, 'Inc. -t---lf-------------~-----+---1
HOURS PJJ:OR TO PROCEEDING_ WITH WORK AFFECTING TRAFFIC 6 ;o,
16.
SCALE l''::40'
/RV/NE
1--CITY LIMIT --NEWPORT BEACH
DELINEATORS (BOTH
SIDES)
CIBANO
CS "TR~1FF/C DELAYS .. '."
500:! EAST OF TELLER '
STREET.~:-_
I ·1' ·, /!
I
/RV/NE
.CITY LIMIT
NEWPORT BEACH
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY/ CALIFORNIA
DISTRICT NO. 7
CAMPUS RELIEF SEWER
TRAFFIC CONTROL PLAN
PHASE I_
( CONSTRUCTION FROM ST A, 0 + 00 TO IO + 20)
' '
CONTRACTOR SHALL
FROM THE CITY OF
SIGNAL DETECTION
REQUEST TRAFFIC SIGNAL
IRVINE A MINIMUM OF 72
AT THE INTERSECTION. • ::'t-S --· ... -(~~suiting "i.~ineers· _>.: isoJ:ilton Ave. , <t~f.·" · _ _ _ . -, Pl.,, ' ,, -.,_ ,.'/~'. ,, "'Jr\,Frli. D"SIGNE0 BY .-•-___ _ •--~~"ne,:s ::'.. _,· . .,,:-,_, CA9J7J4 r.. DRAWN BY fi /? // SHE.ET
j
CONTACT; JACK LiNEHAl'l PHONE: :;1{714) 724,-736&. . 'surveyors/:,·_.'.'>;:· -(7/4)660-8600 .-I-N-0:--_+------,,0-E-S-,C_R_IP_T_I_O_N _____ +-A-P_P_R_O_V_E_D-+-D-AT-E-ll D.D. M.R. , f) "7 P°-il / .' 5-:,O-90 D" l!aSHE"TS
~ •-·:~: L.:.-"-'---",_, •. -. ···: • ' • REVISIONS CHECKEoev DATE ENGINEER R.c.EJ1301 DATE " •
• ._ _______________________________________________________________________________ ..__...;. ___ ...;....;....;. .... iiiiio...., _______ ...;--1---------...:.;.;;.;.;,;;~;.;,,;;;--------'-....:J_:.M::.,_..i...,:;o:.;:5ji_9:,:o;:_.1.,..;,;;,;;;,;,;,;;,;;...;;,;,;;;;~;;;;.-...;;;.;.;,_.i..;;;~~.;;;,;;,;;.;,~
.J tJ,. •_:=-~:· c.1r.,,,~7
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Cl4."END ROAD WORK"
TRAFFIC DELAYS
DUE TO CONSTRUCT/ON
PLEASE USE
Al TERNA TE ROUTES
36"x36"
4" LTRS.
CS SIGN
USE DELINEATORS AS SHOWN WHEN
_EB.. LTL IS OPEN FOR TRAFFIC
LEGEND
e PLASTIC DELINEATOR
-f-1-TYPE Ill BARRICADE
~ SIGN, SINGLE POST
• l
SCALE: 1"=40'
~--IRVIN£
CITY LIMIT
NEWPORT B£ACH
C23 "ROAD WORK AHEAD"-----r ~-------,--MODIFY DELINEATOR SPACING TO ALLOW TRAFFIC THROUGH
500'.! N. OF CAMPUS DR. TELLER INTERSECT/ON EXCEPT DURING CONSTRUCT/ON.
C30 "LANE CLOSE!)"
DURING CONSTRUCT/ON IN INTER-
SECTION (STA. 12•20 TO 13+50.t}
CLOSE LEFT TURN AND THROUGH.
LAN£S WITH BARRICAD£S AND
DELINEATORS ON 500' TAPER
AND SIGNS MARKED "TEMP."
(TEMP.} FLASHING ARROW SIGN
350'S. OF'r:AMPUS-----=
Prepared in. the office of
Chzirch Engineering, Inc.
Consulting Engihel'rs
Pfarthers
Sun-e_nlrs
250/ A bon A\·e. •
Irdne
CA 91714
/714) 660-~800
• (STA. 12+20 TO 13•50.t)
R41 "RTO"
(TEMP. SIGN/
_ NEWPORT BEACH
COUNTY SANITATION DISTRICTS OF.
ORANGE COUNTY, CALIFORNIA
DISTRICT NO. 7
-_CAMPUS RELIEF SEWER
TRAFFIC CONTR()L_J;>LAN
- ---. · .. · .. ( ..
PHASE,< 2 («SHJ. I OF. 2 )
(CbNS:Y:RlJCTroN·,FROM;stdi,0;20 td' STA. 19~00)
DESIGNED BY t,RAWN BY /J,~-· t~~1=======J~]]E!11~~~~~;~;=:-~t~~~~~fp;l]ij~fr~RJ,D.5"ii1~~M~.Rt.1 /J, • . .c.-=io..,,.,, NO, DESCRIPTION. • < APPROVED DATE CHECKED BY DATE '(,._ ~"' "' -/"
REVISIONS.. J.M. 05.90 ENGINEER R.C.E,113O1 _·
SHEET
9
OF II SHEETS
•
•
IRV!NE--.i
CITY LIMITS
at,:;:~
la:•
•
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I
l
r.::.
~-~--~,--
COVER
0/JRING
"WBLTL .
' J, -
TRAFFIC OELAYS
0/JE TO CONSTRIJCTION
PLEASE USE
ALTERNATE ROUTES
36"x36"
4" LTRS.
CS SIGN
,,;,• ,,..~,,_ ~ l '/,,::.-•/ ;::.~;:' ::, •1,,\t\'i,i{ ,~;-,-:--z::..::t•• -•~3/<~.! •7:-,_'•t.£-t.1.:;~~•,-,~';. ~•\J;'!(" ''•.,c,••'.: ~• ~~ , '~
'I['"">,/•/ I, l .~,._. 'f'---~~ 0.•~ •.~";r ,,._.-~ ,,<·,. •,• '\ •,~ ~,:_ ',f"'~~ • ,, 'l,~•; 'v'\,sf"'\-• , -..,..,_ ,,.-«-~, ,,,._,,..~~cl• ~ .,,_ "•-,-~ ·,".;,;-"'<-''°Z' -~ ~, ,,
.,,.,\,1'Ji'.'>!t•''4"ffri«!• ,1,''-• ~-::,-,...-,,•t'~s:__ -~ -",'J.;.7:-..,,_,_~-"-'" ¥''~,•;.:-• •,¥,,,~ ,,'JIU,.,,f.,,. ,,t1:,· "''.~ J ,,.,,.,~~"'"""f'i..,,\'<'-,;,:~. y _.,,_..._.•. ·--~ 't '®'~•\';•,,~,f \\~' ,~~.>f.;'1!; .•~'~fr::"I~':,J;·&~c;t .,.~:~·~-'1/~3/'~,.._~,,._.;,/~i, ,.,,. --~;l;; (~1-:
,, ,. , , " ,~' "'"-...~<·•'" -"-. ', -.... -. ~5Wz. ·J:• ,,.,,_, ,•f,,,Ktsp' #:,.,1-;.;-,., f' -/4--•e<--.., ;,;, 't '•• •4f<_...r• 't,.,,•;_;,• , ,•~~1•,1,-•: ,' •-~?<~ ,-,-~-7,,,,,, •'tJ;}j_t.i~ ' f ,"~,"'?: ti',r~~',•~•¥,,,, _, &·s;,. ~-/:;7";;. ½;_f;i:"<~) , 1i,,>'\-,x, x'·'\/,->-;,. -.. .__, --ia•r. -.., t
/i\_,",<;t ,,;;::,,, /4•:a\"itl '>;;: < ,
~,, ~; .<! .. ,¾ ... } .. ~ .... ,;;:~-: •vN•,e,1C:<>:±•S~·• l,. J?4 , •
,j .,.:,t .. ( k't":S:f ¥-\ ,4-,..; ,.,_-
.~<:o,';4,'\.t; ,:..,:-.....;'"~..,_+,.o<j,ssc'""';, •ffj,;:
• sso··
LEGEND
e PLASTIC OELINEATOR
-t-\-TYPE Ill BARRICADE
SIGN, SINGLE POST
·, Prepared !~-the of/ice of,
Church engineering; Inc.
C o·muhing· £~gi!leer.s •. · 250/ Alroh:Ave. ',.
Irvine
·cA92714
{? I 4 ! M0-8600
' l
C 23 "ROAO WORK AHEAO" -1100'± E. OF CARLSON
CI 'VETOUR AHEAO" -600'± E. OF CARLSON
SCALE, 1"=40'
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICT NO. 7
,·
CAMPUS RELIEF SEWER
TRAFFIC CONTROL PLAN
PHASE 2 C SHT. 2'0F 2) _'.~~l?~\_,_, ·, ·----_ - . • • - • ,
(CONSTRUCTION FROM STA .• 10+20 TO STA. 19+00f
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., '. • l f. . . . .
" ;~:~ ·-t.: I
PROVIDE 50' OPENING IN DEL/NEATORS TO
ALLOW ENTRY TO LTL EXCEPT DURING
CONSTRUCT/ON (STA. 24,50 ± TO 27•60)
DELINEATORS ---, PROVIDE TYPE A FLASHERS ON K-RAIL AND BARRICADES
--AROUND JACKING AND RECEIVING PITS
C23 ''ROAD WORK AHEAD"
500'N. OF CAMPUS DR.---..-
TRAFFIC DELAYS
• DUE TO CONSTRUCTION
PLEASE USE
ALTERNATIVE ROUTES
36 .. x36"
4" LTRS.
CS SIGN
MODIFY DELINEATOR SPACING TO ALLOW
TRAFFIC nfROUGH INTERSECT/ON.
·. LEGEND
a PLASTIC DEL/NEATOR
++ TYPE Ill BARRICADE
aj SIGN, SINGLE POST
Prepared in r'1e nffi~e of
Church Engineering, Inc.
SCALE' /'":40'
' !
• C 23 ''ROAD WORK AHEAD,. -1400'!: E. OF CARLSON
C /"DETOUR AHEAD -900' E. OF CARLSON
C 20 "LEFT LANE CLOSED AHEAD" -400'E. OF CARLSON
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICT NO. 7 ...
CAMPUS RELIEF SEWER
TRAFFIC CONTROL -PLAN
PHASE 3 /
1 (CONSTRUCTIQN FROM STA. 19 :!: 00 TO STA. 27 + 70)
ln·ine DESIGNED BY O~AWN BY R./J SHEET C1 9: 7 /,f t----+----------------+---,--,~-,-f-c::-:,-1 RD M R • ) .. ~ ---~-//J 11
·'"" ,.,,.,, 1.· 14! MII-RMNI 1-!N~O!.:_.L ___ _!D:!_!E:,:S~C:_!:R~l ::_PT!.;1_::!0~N ____ _Ji.:A~P'.!:P'.!:R:::O~Y.::Ec.:D~D~A:,:T.::E.f;::;;:;;· ~· -;;:T,~-;-· -·-, c -~ 5-'?0 -90 ~ REVISIONS CHECKED BY DATE ENGINEER R.C.E, 11301 DATE OF II SHEtTS ~L----------------------...;.-------------------------------------------------------'-----------~-------11----------,;.;,~~;.;..-------..1..,...;;;J·,_M.,. _.,_.,o_o_.,.s,.o_,._ ________ ~:""'."~~~~!""""-.. .J JJr ~-,:,.c.10~-7