HomeMy WebLinkAboutW_5372_S•
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APPROVALS
MESA CONSOLIDATED WATER DISTRICT
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By' _JJD4-.,-kQ:..J~~~11-~l ~----KA~ KEMP, cif(iERAL MANAGER
Date: a/zs/M
SUBMITTED
LOWRY 8. ASSOCIATES
By : 0 ½f.' by, ,a .... Date : 4:,.,, .es:: 198'3
O. ZEKI KAYIRAN R.C.E. 29330
COSTA MESA, CALIFORNIA
WATER IMPROVEMENT PLANS
PROJECT NO. MC -687
SPEC. NO. 83-4
LOWRY 8 ASSOCIATES
17748 SKY PARK BLVD.
IRVINE, CALIFORNIA
92714
( 714) 261-7086
STREET WORK PLANS REVIEWED AND AGREED TO PURSUANT
TO PUBLIC UTILITIES CODE SECTION 10103
By: • 23~ Dote, fi'/.rg3
CITY OF COSTA MESA
FOR
19 TH
18 TH
17 TH
16TH
II
n
C ,.
..J
HAMILTON m ST.
uJ
uJ > <I >>---1 ..
<I ... z
u .. ..,
n.
ct ST.
0
2
0 a. ST.
Oc e .,, ,t,
VICINITY MAP
N.TS.
BALBOA
ISLAND
BA Y
. .
SHEET 1 OF 6
AC
ACP
APPD
APPi/OX
ASSY
AIR VAC
BC
BF
BM
BO
BFV
BflG
'f:
CONC.
CONST
Cf
CML~ C
COND.
CATV
DIA
DI
DIIWG
E
EC
EL
ELL
ELEC
EXIST
FH
FL
FLG
FT
GV
G
HOR/Z
HP/
/NV
ID
INT
LT
L
LF
MAX
MH
MIN
MCWD
ABBREVIATIONS
ASPHALT CONCRETE
ASBESTOS CEMENT PIP£
APPflOV£D
APPROXIMATE
ASSEMBLY
AIR VACUUM AND AIR I/ELEASE VALVE
8£GIN CURVE
BLIND FLANGE
BENCH MARI<
BLOW-OFF ASSEMBLY
BUTT£RFLY VALVE
BEARING
CENT£RLINE
CONCRETE
CONSTRUCT
CAST IRON
CEMENT MORTAR LINED ANO COATED
CONDUIT ( TR.A~FIC ~IGNA t..)
CAeLE. 'TV
DIAMETER
DUCTILE IRON
DRAWIN6
£AST, ELECTRIC
ENO CURVE
ELEVATION
ELBOW
ELECTRICAL
EXISTING
FIRE HYDRANT
FLOW LINE
FLANGE
FEET OR FOOT
GATE VALVE
Gl\5
HORIZONTAL
HORIZONTAL POINT OF INTERSECTION
INVERT
INSIDE DIAMETER
INTERSECTION
LEFT
LENGTH
LINEAL FEET
MAXIMUM
MANHOLE
MINIMUM
MESA CONSOLIDATED WATER DISTRICT
GENERAL NOTES
N
NO
NTS
o/c
OD
OH
PE
Pl
PL
PSI
PVC
PVMT
R
RCP
RED
REQD
RT
R/W
5
SD
SHT
SPE.CS
SF
STA
STD
T
TYP
T5
VCP
VERT
VP!
w
W/
1. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS
AND SPECIFICATIONS OF MESA CONSOLIDATED WATER DISTRICT
2. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS PRIOR
TO CONSTRUCT/ON. ( PHONE: 714/ 63/-!29/--0Fr!CE, OR 714 / 754 -5398--INSPECTION.)
3. CONTRACTOR TO HAVE ON JOB-SITE A COPY OF THE LAT£ST STANDARD SPECIF/CATIONS
AT All TIMES
4. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE PER STATE
OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES REQUIREME.NTS WHICH IS
INCLUDED IN APPENDIX A OF THE SPECIFICATIONS.
5. PROTECT EXISTING UTILITIES IN PLACE, UN LES s OTHER.WISE NOTED.
to WATER MAINS WILL HAVE 42 11 MINIMUM COVER TO FINISH GRADE.
Z RAISE EXISTING WATER VAL VE COV£RS TO GRADE.
8. WATER MAINS WILL BE TESTED AT 225 P. S. I. FOR FOUR HOURS
9. BACKFILL MATERIAL WILL Bli CRUSHED AGGREGATE 811:SE OR CLASS 100-E-Joo
5AND/CE/'1ENT .:JLURR.Y
10. THE SAND BACKFILL WILL BE COMPACTED PER STANDARD DRAWING # 19.
If. INSTALL THRUST BLOCKS PER DISTRICT STANDARD DRAWIN6 # !E'.
12. CONTI/ACTOR TO VERIFY OEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING
!3. CONTRACTOR. TO INSTALL TEMPORARY CAPS FOR TESTING ANO CHLORINATION
PRIOR TO CONNECTING TO EXISTING MAINS.
14. CONTRACTOR TO RETURN All MATERIAL REMOVED TO DISTRICT YARD.
(5. TRENCH RE!JURrACING AND 8ACXF!LL W/1...L /36 PEiR CITY OF COSTA NIE.SA
STANDARD /)RAW/NG !JOI
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by ________ date __ _
PLANS PREPARED UNDER THE SUPERVISION OF
O. ZEKI KAYIRAN R.C.E. 29330
t.'. ~TRICT ENGINEER
M: CONSOLIDATED WATER DISTRICT
NORTH
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OVEfl HEAD WIRE
PLAIN END
POINT OF INTERSECTION
PROPERTY LINE
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
PAVE ME.NT
RAO/US
REINFORCED CONCRETE PIPE
REDUCER
REQUIRED
RIGHT, RINGTIT£
RIGHT OF WAY
SOUTH, S£W€R
STORM DRAIN
SHEET
SPECIFICATIONS
SQUARE FEET
STATION
STANDARD
TANGENT, TELEP/.loNE
TYPICAL
TRAFFJC 5/GNAL CONDUIT
VITRIFIED CLAY PIPE
VERTICAL
VERTICAL POINT OF INTERSECTION
WEST, WATE.R
WITH
E t 6 TH \ \ \ \._________.I I ST IL
Ag 2s:.1~
DATE
~
DATE
CONNECT TO EXISTING
!ii,' DIA. PIPE -
'
INO/JSTfl.lA L
!I
Mesa Consolidated
'Nater District
-.
YOUR INDEPENDENT WATER AGENCY
1965 Placentia Avenue ·Costa Mesa, Ca 92627 • 714 631-1291
% (I "' ~ II:) ~ '<
\.... I "' ~ ~ i ~ 0 ~ ~ ~
WAYI ..
--
• "' <I.:
,,; e Cl
a ,..__ '() ~ "' ~ 8 3
/ PALMER
!u s:
"' I SHEET 5
ST.
I
..+---<--
I
[)' ..+------+----~:
~
£. f5TH ST. I/
I
LOCATION MAP
SCALE, I' -600'
DATE BY
CITY OF COSTA MESA
CITY OF NEWPORT BEACH
CONNECT TO EX!STIN6
1'2" DIA PIPE
REVISION DESCRIPTION
.
-.
PLAN SCALE
1" = 600'
G.J. H. G.E.R.
des. dwn.
App°D DATE 0.Z.K. J-83
ckd. date
UTILITY
AGENCY
UNDERGROUND SER.VICE ALERT
INDEX
CITY OF COSTA MESA PUBLIC SERVICES
COSTA MESA SANITARY DISTRICT
PACIFIC TELEPHONE
SOUTHERN CALIFORNIA EDISON CO.
SOUTHERN CALIFORNIA GAS CO.
ME.SA CONSOLIDATED WATER DISTRICT (OFFICE)
MESA CONSOLIDATED WATER DISTRICT (INSPECTION)
CITY OF NEWPORT BEACH
BASIS OF BEARINGS
PHONE
(BOO) 422-4133
(714) 754·53Z3
(714) 548-1132
(714) 557-1152
(714) 835-5200
(714) 538-0221
(714) 63!· /2!31
(714) 754-5398
(714) 640·'2281
THE BEARING OF N.50°l3'27'W. SHOWN ALONG THE CENTERLINE OF INDUSTRIAL WAY
AT NEWPORT BLVD PER CALTRANS CONTRACT NO. 53-7YCc5 DOCUMENT NO. 70001124
A5 BUILT PLAN WAS USED AS THE BASIS OF BEARINGS FtJR Tf/ESE ORAW!N6S.
BENCH MARK
ORANGE COUNTY SURVEYOR BENCH MARK -ALUMINUM CAP STAMPED CM-26-77
LOCATED IN THE SOUTH PART OF THE INTERSECT/ON OF SANTA ANA AVENUE(;. /5 TH STREET,
4Z FEET SOUTHWEST Of THE ~ OF 15 TH sr, 28. 3 FEET SOUTHEAST OF THE 'l OF SANTA ANA
AV£. 1.4 FEET BACK OF CURB FACE, /0.7 FEET SOUTHWEST OF THE SOUTHWEST END
OF IHE SOUTH CURB RETURN, IN THE TOP OF A CONCRETE POST, ONE INCH HIGHER
THAN TH£ CU/18. t:L£VA T/ON -/98! -93. 366
SHEET NO.
'
STD
2
3
4
s
80/
703
NO.
G
8
10
If
12
14
15
19
DRAWING INDEX
r!TLE
TITLE SHEET, VICINITY MAP, APPROVALS
LOCATION MAP, DRAWING INDEX, UTILITY INDEX, ABBREVIATIONS.
PLAN 8i PROFILE STA. 0 t-07:t: TO STA. II fOO
PLAN & PROFILE STA. II fOO TO STA. 22f00
PLAN 8.: PROFILE STA. 22 fOO TO STA 29 f54. 32
MISCELLANEOUS DETAILS.
CITY OF COSTA MESA
STANDARD DRAWi NGS
TRENCH AND RESURFACING DETAIL
TYP D£T£.CTOR IN57ALLAT!ON
MESA CONSOLIDATED WATER DISTRICT
STANDARD DRAWi NGS
TITLE
STAN DA RD TAPPING SLE£VE AND VAL VE FOR C. I. OR A. C. P
STANDARD I" OR 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY.
STANDARD INSTALLATION OF CARRIER PIPE IN CASING.
STANDARD DETAJLSOFCONC. GRAVITY BLOC!< FOR A.C.P.
STANDARD DETAILS OF CONC. THRUST BLOCl<S FOR A.C.P,
STANDARD 8UTT£RFLY VALVE INSTALLATION.
STANDARD VALVE STEM EXTENSION.
STANDARD TRENCHING AND RESURFACING DETAIL.
MC-687
INDUSTRIAL WAY 8. 15TH STREET
TRANSMISSION MAIN
SHEET ,
2
LOCATION MAP, DRAWING INDEX, UTILITY
INDEX AND ABBREVIATIONS.
of 6
WO./ 3115
' '
-
STA. 0+07±
JOIN EXISTING 16".STL.
REMOVE 90° BEND
¢, INSTALL 16" TEEE0
AND VALVE f x,· 6 ~ ' ~~ , 10
~a Coo qji <?a • !1,0 ..
SUPERIOR
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by date_._
e-
AVE.
OV£RHEAD
Wll<.ES
PLANS PREPARED UNDER THE SUPERVISION OF
0. (:£-Ai /""ti ... K
O. ZEKI KAYIRAN R.C.E. 29330
, APPROVE_Q BY //..~ ,,pa •
)'/1 l'.flisTRICT ENGJNEER
MESA d5NSOUDATED WATER DISTRICT
fo.-:-2->, l'113
DATE
(JI~
DATE
S ii. 4+22.56
H. ~ I. /0°47'00" LT:
INSTALL II 1/4° BEND
(Rt x RT.) ~ THRUST BLOCJ<.
I I
-..
S0
""--i_~L-
'
Mesa Consolidated
'Nater District
YOUR INDEPENDENT WATER AGENCY
1965 PlacentlaAvenue ·Costo Mesa,Ca92627 714 631-1291
"
DATE BY
PROTECT
~.f/ST. J/4'A'/,E' f'AC
/N M,4NHOLE
STA. 7+00
INSTALL 2• AtR VAC.
PER DIST. STD.DRWG.N9 8
STA. 8+60
INSTALL 16' BF VALVE
(RT.xRT.)
PROTECT
TRAFFIC SENSORS
REVISION DESCRIPTION APP'D DATE
. [
,---BORE 30" CASING PIPE
SEE DETAIL ffi
I
I
' :. . .. II •, •,, ,, ,'
'I
~l<.\CA!:::iES OEl..\t,.Ji::ATO~ ,S"'t'C-.
PEa« \II . .C.. TC.\.\. -'l"°""-WITl-.\lt-1
\}.lT6R.$E:C'Tlc,\o,-l u
STA. !Ot-27. 75
------.. .J ' INSTALL !J0°BEND(RT. xFLG.J
.:· I ~ H.P./. 90°RIGHT
/ 1 "= _, : , • , 1/ AND THRUST BLOC!<
rt
PROFILE SCALES
HORIZ.
VERT,
111 = 40'
1" = 4.
PLAN SCALE
111 =40'
G .J. H. G.E.R.
des. dwn.
O.Z.K. 6·83
ckd. ··• da1,
7. '~C , • / :\ ST, .10+30.25
4qe------t --~f)k\~'l,t~✓ V INSTALL l6"BF VALVE (RT.xFLG.) _
I ): ~ 'b .,~·k:;,._. H RECEIVING PIT-SAW-CUT, REMOVE I/-REPLACE
---+------r-,--,,,u.,---;,'--ir;, :_;, ~ •. f I iJI' j I AS REQ'D. REINF. CONC. PVM'T.
~.-,(rm I WITHJ'\,C.CAP
14'/f/ \' ,·_"·:·1) !.,II ASPHALTPAVEMENT
1¥' (0>+--'llt+---1 • _ '._ v· _' ' 1$1-----__ ,_ REMOVE ¢ REPLACE
f. I C ~ • ' • J A.C. CAPPED , ,c:;, -~ ., .. IU\.p"----REINFoRcEo coNc. PAVEMENT 1 -r.s-/ I ~· TO BE PROTECTED IN PLACE
I
1
ifllJ.tltft-a,rl. :+,·CS ';S. -.,:.\-1-,H\-lllr~:' ;--EXCEPT AS SHOWN OTHERWISE.
V 15' ·/5' MATCH LINE ~ STA. /!+00 lc' ',~ I, j 'i.o' io· 1;,0• SEE SHEET 4
0 i ~ u...w~.-:~ .. :~·p:~711fii.li \\'\
: I • • "' \ i\ \\
FRONTAGE ROAD
CONC. CURB'.¢ GUTTER
REMOVE ¢ REPLACE AS REQ'D.
BY CITY O,=jC:O.STA MESA, • • REDWOOD GUARD RAIL
REMOVE ¢ REPLAC£ As REQ'D
,sy c1ry OF COSTA f-11: .:;A
f PIPE CURVE DATA (D>-..;::__--::-::---LJ = 11'48' -4-7 .,
R= 893.46'
L= 184. 21 '
T= 92.43'
PLAN ANO PROFILE FOR THE CONSTRUCTION OF MC 687
INDUSTRIAL WAY & 15TH STREET
TRANSMISSION MAIN
SHEET
3
STA. 0 t07 ± TO STA. 11 t 00 of 6
wa I a11s
I .
---30"W--
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by________ date __
o_,
I.;
'I:
0 <f. PIPE CURVE DATA
L'J= 11°48'47'
R= 893. 46'
L= 184. 21'
T= 92.43' f -14uc_; -~----
' I
ALLEY
SEE SHEET 3
MATCH LI N:::E.+-=S~TA~ • .:...clf-"-f-'-0_01
6
PLANS PREPARED UNDER THE SUPERVISION OF
o.µ-~
O. ZEKI KAYIRAN' R.C.E. 29330
MESA CONSOLIDATED WATER DISTRICT
5 4
~ 2.S~J'(i'.j
DATE
~s_fa
DATE
I
'
/
-·~i
,4 c;p
8"A.C.P.
STA. f + 70. 00
HOT TAP EXIST. 8" A.C.
WATER M4/Nffi
Fi"l:l'·3t
'-~ ---,NsrALL 8" TAPPING SLEEVE ¢ 8" W
.3/4''C,...__+-+.,_+--+---< I: TAPP/Nu VALVE(FlG.xRT.) f THRUST'\V
IC 0' ZO I ' 8LOCI<. l'-'+!+-"11"--~='rlf 1-,t,"1
ABANDONED 8"W I
3
ENCASED IN l'Z')( l'2" ~
CONCiETE. I "" ....
ALLEY ORANGE
Mesa Consolidated
\!\later District
YOUR INDEPENDENT WATER AGENCY
1965 Placentia Avenue ·Coat a Meso,Ca 92627 • 714 631-1291
1 l •'.
AVE.
DATE
WATER LINE 's-1• II' LT OF c/;
SURVEY LINE• S-!' /0 1 LT OFf.
INSTALL 8' A.CP -CL. /50 {W,ATER L1"1£"S-/')
I
STA. 15+84. 24 4:.
.: ~ i--3' ... .
7
.'
BY REVISION DESCRIPTION
8
INSTALL
~-!G" A.Cl? -CLAS]S /50
~
I
I
STA. !9-t-15.351'
10· 20·
'O'
BOLSA
"' CJ
I
~-OVER/-1€11/)
WIR.E.$
AVE.
PROFILE SCALES
~ORIZ. I"= 40'
VERT. 1" = 4'
PLAN SCALE
1" = 40'
G.J. H. 6.E.R.
APP'D DATE O.Z,K,
did.
/4.
.
IS
BLK.
ALLEY
PLAN AND PROFILE FOR THE CONSTRUCTION OF
INDUSTRIAL WAY & 15TH STREET
TRANSMISSION MAIN
STA. 11 +oo TO STA 22+00
._ .. ·-=---1 __ :.:·= .... ··-··-
......................
, ·,
MC-687
SHEET
4
of 6
W.Q I 3775 , .•.
f
,
L
CITY OF COSTA MESA
CITY OF NEWPORT BEACH
c-,
• ••• • 4ttW S-MH.
30"W •
''C ,. 10
o •• N 50'/4-'39'f@ ~I \'., ~---+--...._--''+--+-~-----,,..t ...... ,':'---
0';) -
9
' f,...
B 7
. . .....,_ .
\_ 30"W
'
4'W
N so· 17' J,y_w.
~ 'L l"L. .: .,
' d:d;TV -,---C4-rV ---
• ,IL "t ..... , r-: r-----+---+--~ -----T------'--\1-'-'--f'f".-t------. T .
,18,, 5
sMH
I
\
\ T
'.--, :.-:.---: -·.-
'.-1'.
4
4"W 1
I
T
29 30
CITY OF COSTA MESA -----CITY OF NEWPORT BEACH
STA. 29 f 38. 32
/N5TALL /2'' FLCJ.
TE£, THRUST AND
GRAVITY BLOCKS, EB
z
STF:EET
30'W
i--
't,1 ,.,,
' _,..........CA·TV I C-A.7Y
T , '-..
I
.
lo '.)'
10
I< 12' 5 ~ ► (NEWPORT HEIGHTS SCHOOL)
12" BF VALVE
( FLG x RT)
. . . . . . . . . . . ·--· .
SN.,~
T:8.(185.f.}-·•' ~
---""'-+-----
D
/2" INTERCONNECT/ON
WITH CITY OF NEWPORT
"~ BEACH 30"WATER LINE
h',-12• BFV (FLG.>< RT) .. ~
T -♦ ':.
-1 i---1 -t _..__.. __
1
'
STA. 25+40.00
INSTALL 2"AIRVAC.
PER DIST STD. DRWG. #8.
/ ,
I , , I \ ' i \ \
-~1 """ INSTALL
~-/6" A,C.P. • Cl, /50
'. _:·.=._-t' 5 \ STA. 28-1-60.00
. :_:',i'. ~ INSTALL 2" BLOW-OFF
if STA. 'Z!J +05. 32
;.·•... . ......,.;::...,,---
Street
agreed
Uti I ities
City of
work plans reviewed and
to pursuant to Public
Code Section 10103'
Costa Mesa
by _______ _ date
l'Z 18' /8' /P' 12
GO'
WESTMINSTER AVE,
PLANS PREPARED UNDER THE SUPERVISION OF
~ o.~ ...
0. ZEKI KAY I RAN R.C.E. 29330
/1 // op TRICT ENGINEER
(/MESA CONSOLIDATED WATER DISTRICT
r'
-' 55' ......
15' I-=
13
30
' I.!)
~
JO' ,.._ I\
I
t
12' 18' !{3' z
/J, O'
ALLEY CATALINA DRIVE
,'h.,;t, zr 1111
DATE
~
DATE
Mesa Consolidated
\Nater District
YOUR INDEPENDENT WATER AGENCY
1965 PlacentiaAvenue·Costa Mesa,Ca92627 • 714 631-1291 DATE
5.5' >--
22.5'
.· .
12 /3 28 . .-• ·, 'Z8'
8LI<..
15' t---" 3! ..
ALLEY SANTA ANA AVE.
BY REVISION DESCRIPTION APP'D DATE
PROFILE SCALES
HORIZ. 1" =401
VERT. I"= 4'
PLAN SCALE
1" = 40'
6.J. H
des.
0.Z.K.
clcd,
G.E.R.
dwn.
6·83
date
STA. 29 ;-/7. 32
H. P. /, 90° Lr
INSTALL l2"-90° Ell
{FLG.xRl) l/, THRUST BLOCK.
PLAN AND PROFILE FOR THE CONSTRUCTION OF
INDUSTRIAL WAY &
TRANSMISSION
15TH STREET
MAIN
STA. 22 +oo TO STA.29+54.32
~--,--:-"" "; ., .... ·--r.: :-,\.~
, •. -:1
···->---
-+ cf~
·-··I -··
MC-687 ..
SHEET
5
of 6
WO. I 3175
r
•
EXIST. lG" BF V. ") EXIST. 16" C.ML
f (}-1/,C. STL PIPE.]___.,~
EXIST. /06 C.ML.¢ C.
STEEL PIPE THRUST BLOCK PER M.C. WD &
.OOUl3L£ S7R4P 13/<0NZc STD. DRWG. 12 ( 8 S.F. SOIL
\ SERVICE SADDLE 1;· 2."BRASS BRG.AREA) -,~
\ CORP. STOP w/ BRASS PLUG. • b. ,' •
~-1fo'BF VALVE EXISTING r;,,\· • .;
( FL(;. x RT) A.C. COLLAR~ M~:l--1 't,!',i_-__ ::_~---_-.:_: '
!G"A-C.P-CL.200 "'r,
,---1 --
i
I . ~-MECHANICAL TYPE
TAPPING SLEEVE (8"x8•)
STA. !+70 i:
(LINE •s-t•)
• •
2" X JG'
DOUBLE STRAP BRONZE
SERVICE SADDLE --,
4 TT VAL VE BOKES
( SEE STD. SPECS.)
EXIST. GRADE
LOCATE AS
SHOWN ON PLANS
CONC. PAD
2' BRONZE COUPLING
W/PLUG
2" COPPER TUB/NO
{TYPE ''K•)
CROSS SECTION
f(i,' ASBESTOS
CEMENT PIPE
'• ... •.,
30• STEEL CASING
(3/8' MIN. WALL THICKNESS)
:i ·-t----11-c-l!~ ·:\ I
:~
4"x4"REDWOOD SKIDS LENGTH
OF PIPE, 3" SHORT OF BELL, BEVELED
BOTH ENDS. 4 SKIDS PER LENGTII
OF PIP£ TO BE STRAPPED IN PLACc 3'
FROM EACH END OF PIP£. NOTCH
Sl<!D TO SEAT STRAP.
NOT£5
FILL VOID SPACE
WITH SAND-
~ 1----------+4-=~ w Lr-----,l!,+'+-,-rr'-",;-:\-l
EXIST. 8"A_CP.7--l_J---t EXIST. 8'A.C.P.
8' C. I. SOil
PIPE OR A.C. !. CASING SHALL BE INSTALLED BY THE BORE, JACK ANO/OR TUNNEL METHOD.
G.50 1 18" j HOT-TAP PERMC.WD._~
STD. DRWG-G REDWOOD
G' MIN. ALL AROUND 2. ALL CASING SECTIONS SHALL BE JOINED BY CONTINUOUS WELD.
~-IG' Cl. 150
WELD ON FLe. L ,..01--,,-0-to-.
------TAPPIN(; VALVE (FLG.xRT)
CLASS 150
2"8RASS
CORPORATION.
2'X4" "'<:'.---.... 3. SEAL PIPE ENDS WITH PL/CO (TYPE 640)CASING SEALS OR 8"CONCRETE CAP
STA-Ot07±
( LINE "A')
CONC. THRUST BLOCK PER-✓
M_C.WO. STD. DRW0 12
(32. S.F. SOIL 8El1RING AREA)
'--CUT·OUT EXIST. /(iJ''·&0°BEND
~~ lfo"x 16' x !ti/' C.M.L. ¢ C. TEE {PE)
POMONA AVE. WEST 16TH ST. TIE-IN 1
STA. 0+07 ±
SCALE: 1/2"= 1'-0"
12''
------DOUBLE STRAP BRONZE
SERVICE Sl1DDLE ¢ 2 "BRASS
CORPORATION STOP W/
BRASS PLU6.
---. __ 8"AC.P -CL. 150
5U//.V£Y
-....__ LINE "S· t•
ALLEY & ORANGE AVE. TIE-IN
STA. 1 t70.00
SCALE: 1/2'= 1'-0"
5" THREOOL£T-~ ,---BUTT STRAPS TO BE SHIPPED
LOOS£ IN TWO PARTS FOR FIELD JOINING
12"
!!o"8F VALVE 1[ 0
( FLG X RT) ~ ¢:~"I
0
l!o'ACP·CL. 150
STA f5t73. 24
(SURVEY LINE "A")
STA. l5f74.24 'A"=
STA-OfOO "5-1"
SURVEY
--LINE "S-1"
8" A.C.P. -CL.ISO
FIELD APPLlcD
3/4"WIRE
MESH
8" BF VALVE {FL6 x RT.)
/16'BFVALVE (FLG.xRT)
5URVEY
LINE "A"
CEMENT MORTAR LINING
TYP ,,
1411
--f(o" A CP • CL. !50
---DOUBLE STRAP BRONZE
~-t6'K f6'x 8" FLG.
C.I. TEE·CL.!50
SERVICE SADDLE¢ 2'' BRASS
CORPORATION STOP w/BRASS PLUG.
(TYPICAL 3 PLACES)
CONC. THRUST BLOCK PER MC WO_
STD. DRW0. 12 (32 S.F. SOIL BRG-AREA)
EAST 15 TH ST.@ ORANGE AVE. CONNECTION 2
STA. 15+73.24
+ '
SECTION
,;:,o•
+!!'I--\ NOTE:
----·-·UPPER HALF LONGITUDINAL
SECTION BUTT STRAP WITH
HAND·/IOLE F0/1. FIELD APPLIED
CEMENT MORT4fl. LINING.
5 "CORED PLUO
---CEMENT LINED ~~......._.,.
.~-t'=c-'~"-/----s•THREDOLET
..,---BUTT STRAP
r.--L...--STEEL PIPE CYLINDER
!2'BF VALVE
(RT. X FLG.)
12"A.C.R_~
CL 150
EXIST-CENTRIFUGALLY
---._APPLIED CEMENT MORTAR LINING
8" f"M/N.
"---FIELD APPLIED MORTAR
AFTER WELDING
BUTT STRAP
NO SCALE
STOP
BORE & PIPE CASING
2"·90"COPPER Bf.ND
W/ SILVER SOLD€R.._ NO SCALE EB
4 1-0"
EXIST
2 11 BLOW-OFF
(l:'. ~
(\J ~ ff) ·•~ ~ .._
-\,. " gi~
-~ ~
II) '\::I.I
NO SCALE
STA. 0+73.39
STA.11 +75 .00
STA. 28+ 60.00
~
1-.< <I::
>(
1(5
~ '-.::.
::,. ..._
Ill
' (\J ....
EXIST. SURFACE
-~ E OFPl~L_.,,,..-___ ..,,,..---rrr-
!2' A.CP CL. 1'50
~-PULL JOINTS 3° MAX. h .. __ 45•c.1. BEND (8.t'/t3' LENGTHOFPtPE)
I ' --·~ ( f"L(j_ X FLG_)
-l2"x 12', 12"
C.l TEE (FL6.)
/, ~ .. ,','-...__GRAVITY BLOCK PER MC.WO. STD. DRW6 II
1_;~"' • :_:, , __ { 3. C. Y.)
DOUBLE STRAP
BRONZE SE/I.VICE SADDLE 45' C./. BEND
W/ 2' BRASS CORP. STOP (FLG_ x FLG-)
W/ BRASS PLUG. ---4'-0° FLG-D./. SPOOL
ELEVATION LOOKING WEST NO UN/FLANGES
STA. 0 +75 TO STA. 1 + 55
STA. 8+65 TO STA.10t25
13'±
EXIST SURFACE
~~--+--=-+-~ i', OF PIPE
CONC. THRUST BLOC!<
PER. M.C. W D. STD. DRW6.
12 ( 18 SF. SOIL BRG. AREA)
tZ"x 12" x rr -~
C.I. TEE (FLG.)
12" CL. 150
3'-3" A.C.P SHORTS,
PULL JOINTS 3°MAX.
TO JOIN EXIST. l2"A.C.P
12" BF VALVE
( FLG x RT.)
ELEVATION LOOKING NORTH
EAST 15TH STREET & SANTA ANA AVENUE TIE-IN , 6 ...
STA. 29+38.32
SCALE: 1/2"= I '·O"
~-------------S:.C:A.:..:L:..:E:..: ..:'/.:2.,"•_:t_'·:..O" __ ....,_., ____ .,.... __________ _,, _________________________ r::::J:::::r:::::::::::::::::::::::::::::::::::::::::::::i:::r.::~r-.;....--7r------------------------r.-:-::--::::i •';
PLANS PREPARED UNDER THE SUPERVISION OF MC -68 7 , , Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
o. ~-Ua;11.1ea Mesa Consolidated
0. ZEKI KAYIRAN R_C.E, 29330 'Nater District
City of Costa Mesa
by ________ date __ ISTRICT EN ER
ONSOLIDATED WATER DISTRICT ~~
DATE _
YOUR INDEPENDENT WATER AGENCY
I
1965 Placentia Avenue ·Costa Mesa,Ca 92627 • 714 631-1291
PLAN SCALE
AS SHOWN
l----+---1-----~------------------t--t---t C:t.J.H. G.E R.
dwn. J
DATE BY REVISION -DESCRIPTION
des.
AWD DATE 0.Z.K. , ckd.
\
6·83
da e
INDUSTRIAL WAY & 15TH STREET
TRANSMISSION MAIN
. MISCELLANEOUS DETAILS
1--------1 ' ,
SHEET
6
of 6 (-
WO./ S17S.