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ORANGE COUNTY FLOOD CONTROL DISTRICT
ALL INSTALLATIONS AND WORK AFFECTING FLOOD CONTROL DISTRICT
FACILITIES SHALL CONFORM WITH DISTRICT'S STANDARD SPECIFICATIONS
AND WITH THE PROVISIONS OF THE CONSTRUCTION PER~IT GRANTED BY
DISTRICT, CONTRACTOR SHALL MAINTAIN A COPY OF SAID PERMIT AND
STAMPED PLANS ON THE JOB SITE, USE OF DISTRICT PROPERTY AND CON-
FORMANCE WITH THE ABOVE SHALL BE SUBJECT TO INSPECTION AND APPROVAL
BY DISTRICT'S DULY ASSIGNED INSPECTOR,
DISTRICT INSPECTOR SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF ANY
WORK IN ACCORDANCE WITH PERMIT PROVISIONS,
',
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SANITATI DISTRICT
UNTY, CALIF
CONSTRUCTION PLANS
FOR
SANTA ANA RIVER SIPHON
CONTRACT
1. ALL WORK SHALL BE IN ACCORDANCE WITH GENERAL PRO-
VISIONS AND STANDARD SPECIFICATIONS FOR COUNTY SANITA-
TION DISTRICTS OF ORANGE COUNTY, 1977, AND THE STANDARD
REQUIREMENTS FOR THE CONSTRUCTION OF SANITARY SEWERS,
1979.
2. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
3. THE PLANS ATTEMPT TO SHOW UTILITIES WITHIN THE CON-
STRUCTION AREA, HOWEVER, THE CONTRACTOR IS WHOLLY LIABLE
FOR THE VERIFICATION AND LOCATION OF ALL UTILITIES BEFORE
ANY CONSTRUCTION BEGINS.
4. IF rHE CONTRACTOR USES THE JACK AND BORE METHOD FOR
ANY PART OF THE CONSTRUCTION THE NECESSARY PERMITS FOR
TUNNELING MUST BE SECURED FROM CAL-OSHA.
GENERAL NOTES
NQ 5-21
5. ALL CONCRETE SHALL HAVE AN ULTil1ATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 i:si MINIMUM UNLESS OTHERWISE
NOTED ON THESE PLANS.
6. REINFORCING STEEL SHALL BE DEFORMED BARS OF GRADE 40,
BILLET STEEL.
7. DEWATERING AROUND ALL REINFORCED CONCRETE STRUCTURES
MUST BE CONTINUED UNTIL THE CONCRETE HAS REACHES ITS
28 DAY COMPRESSIVE STRENGTH.
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PREPARED BY•
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ORANGE COUNTY SURVEY
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LOCATION MAP
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B,M, Yl67
1,8 MILES NORTH ALONG THE PACIFIC COAST HIGHWAY FROM THE NEW-
PORT AVENUE OVERPASS AT NEWPORT BEACH, AT THE NORTHWEST END
OF·.BRIDGE 55-01 OVER SANTA ANA RIVER, IN THE TOP OF THE NORTH-
WEST END OF THE NORTHEAST CURB, 23½ FEET NORTHEAST OF THE
CENTER LINE OF THE HIGHWAY, 0,6 FOOT SOUTHEAST OF THE NORTHWEST
END OF THE CURB, AND ABOUT '5 FOOT HIGHER THAN THE HIGH~!AY,
1~70 ADJ, ELEV, 15,735
L.D.KING ENGINEERING CO , INC.
701 NORTH PARKCENTER DRIVE
SANTA ANA, CALIFORNIA 92750
TEL. ( 714) 972 -9000
~~~~ • z._c,,:sc., I
DANIEL R. RAINEY ~ R.C.E. NO.
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Re VISIONS
DESCRIPTION
ADDITIONS
AS CONSTRUCTED
e:=E.XIST 24"FORCE MAIN
....______EXIST 3G?" SEWER
PREPARED BY,
[b~~O[ru@
L. D. KING ENGINEERING CO. , INC.
701 NORTH PARKCENTER DRIVE
SANTA ANA, CALIFORNIA 92750
TEL. (714) 972-9000
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DANIEL R 8/sll·j~v U R.C.E NO.
#4 ~ '411 ( 31__,:,,II WALL)
#4 3211( 2 1·211WALL) !------.ji:/7l
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SECTION 13
3/tJ11 ;;: I 1-0"
(Re.lNFORCING SHOWN /5 POR
WALLS 2 1-211 if .31-&" ONLY)
RETAINING WALL C,ONST NOTE.6
/_ FILL ALL CELLS WITH GROUT
2. OMIT HORTAR FROM VERTICAL JOINT IN F-IR5T COARSE
ABOVE FINISHED SURFACE @ 3211 O.C. F'OR We.EP HOLe.S
UNLESS OTHE.R.Wl5E:. SHOWA./ '
// 3. ALL FOOTING5 SHALL BE tZ HIN, INTO COMt=ETET UNOIS·
TURE.D NATURAL .50/L OR CER.T/FIED C.OHPAC.TED FILL.
I I 4 /Z.£/ 29
DATE
COUNTY SANITATION DISTRICTS
OF
ORANGE COUNTY, CALIFORNIA
5ANTA ANA RIVER q/PIION
CONTRACT NO. '3-ZI
?LAN ( PROFILE
DATE 4-Z':i,-7~
DESIGNED w. TL.
DRAWN0.C.f/. 'AfG.E. APPRCVED8Y <-e ,t:::-<,~
CHECKED 0 . .K.R.'f ~NGiNHR
SCALE
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4211 V C P RE/NF.
LAP
CONC. ENCASEMENT (CLAG'G' 1A ")
JUNCTION 5TRUCTUR£ {_0+64 :t )£
3/8 11 ~ 11-011
NOTE.: ,'-tA/VHOLE PRAME. £, COVeR,
ALHAMBRA PDRY. MODel.#M-3&44-,
PE.R OC SD 5-33-5
JUNCTION STRUCTURE C7+0B5o)£
3/8 11 ~ 11-011 £L.£V-2.S
l/z 11= 1'-011
~STATIONS_. 0-1-$6± TO /-1-18.00
&t-10. 73 TO 7f-05.50
RE6SURE GROUTED
BACKFILL ( f FART PORT-
LAND CE.ME.NT ff 4 !"'ARTS
SAND}
!F---=,_
Ex1sT e 11 STEEL 1;:._ I I I \
PROPANE. LINE~~I , 1
affe 4 BI -e'' ,if' #-4,§P& \j I i J I
IN CENTeR
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1011
TYP
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C.LR SHELF ELEV. 050
1t !%&LOPE
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11:-
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SECTION A
I L£NGTl-f OF 4-?1 V.C.P ,•
WITII /?" THICK 8RJCK / . • f MORT,4R PLUG' ',.,, t.:· ._
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/NV. ELEV. -3.80
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8
TOPELEV85"0
--P.V.C. L/N£R WIT/-i
NON-!3KID 6#ELVES'
REFE-R TO '3TANQ4R'D
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NOTE: CONTINUOU6 4Yz" WATeR'f:JTO,P,5 ReQUIREO
AT ALL CON0TRVCTION JOINT'<>" IN
Re/NFORceo =NCReT& 6TRUCTURe6
& /
I-G'1GRADE RING-/
(TYP)
WITH PVC. TURN8ACK
NOTE : MANHOLE FRAME if COVE=.R,
MORITZ FDRY. HODEL#M-304-4, OR eQUAL
PER DC SD 5-33-5
TOP ELEV. ~.00
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REDWOOD 5K.ID
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BOTTOM El.EV -4. 75
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/NV.ELEV. -2.(,4
/NV ELEV -3.00
SECTION C
I LENGTII OF 4?1/ VCP
WITH PL VWOOO COVER
\
f2 II
-#'4 £ 1211 ~\ IN CENTER
BOTTOM E-LE.V. -4.00
TRENCH OETAIL
N. T.!3.
V.C.P.
G'TAT/ONS'
FROM TD ANGLE&
0-1-74 • 3° :301 1+20&2
&-r?2.73 ,;,+ :'J':?J. :31 1° 30'
&
4Z 11 VCP t3EVELLEO PIPE
.l<E.VISIONS
NO. DATE 0£SC/:?IPT/ON
REVISIONS
AS CONSTRUCTED
R.EINF OPNG DETAIL
N.r.,a.
N.T.9.
PREPARED gy,
[bU2)~0[ru@
L.D KING ENGINEERING CO., INC.
701 NORTH PARKCENTER DRIVE
SANTA ANA , CALIFORNIA 92750
TEL. \ 714) 972 -9000
0J.Jv~ 'c.G:>"¼I
CATE
PIPE. CASING DETAIL
1/2'/= ;f-011
NOTE: ':3ee 0.C:<3.0. '5'70. :owo. '3-3C,-/
m,STATION l-f/8.00 TO C,,-f/0.73
COUNTY SANITATION DISTRICTS
OF
ORANGE COUNTY, CALIFORNIA
:3ANTA ANA RI VER 9/Pf/ON
CONTRACT NO.
DATE 4-?'5-7":J
DESIGNED w. TL.
DETAILS'
DRAWN t:J.C.H. Jv.G.E APPROVEC BY~~,._,. • )
CHECKED OR.I<. C F ENGINEER
DRAWING NO
:3 or 3
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