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IRVINE AVE
1-ANODE CTS [' /
SEE DEf AIL 1 .
SHT CP-2 ---;-1 1\-------.
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INSULATING FLANGE rBONDED MECHANICAL
/ JOINT (TYP) SEE ~ ON EAST 24" FLANGE
OF TEE SEE DETAIL 2
ON CP-2--NEW 8" PVC \.::_)
(SEE GEN CP NOTE 11)
ALUMINO-THERMIC
WELD (TYP).
SEE~
'e37
, •~ ~ WAX TAPE (TYP)
SEE NOTE 1
COUPLING
(TYP)
NOTES:
1-No 6 HMWPE
/2·;,-,,_,....,....,,,.._, ,.,,-~ -,~ ,, ,. '. '/'. . / ··:-:,..
~ 1 __ 2-No 4 HMWPE
(TYP)
)
1. ALL NON-COATED (POLYURETHANE OR EPOXY)
SURFACES SHALL BE WRAPPED WITH WAX
TAPE. INDIVIDUALLY WRAP ALL RODS, BOLTS &
IRREGULAR SURFACES. SEE SPECIFICATION
SECTION 13120.
) 2. 2-No 4 HMWPE WIRES ACROSS VALVE OR
COUPL!NG. WIRES CAN BE WELDED DIRECTLY
TO FLANGE. JUMPER FROM PIPE TO VALVE
OR FOLLOWER IS No 6 HMWPE.
3. INSTALL BOND WIRES BEFORE WAX TAPE.
4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE.
VALVE (OR FLANGES)
MECHANICAL JOINT BONDING
NTS CB
CONN TO
EXIST DIP
EXISTING 24"
CML&C ON
BRIDGE--~
/
\
\\\
CONNECT TO '-
EXISTING 8" PVC ~
~
LEGEND + 1-ANODE CTS
A. 4--WIRE INSULATING flANGE CTS
' AIRVAC (SEE GEN CP NOTES 6, 7
AND DETAIL 2 , SHT CP-3)
BLOW OFF (SEE DETAIL 3, SHT CP-3)
~ FlRE HYDRANT {SEE DETAIL 1, SHT CP-3)
___ ANODE LEAD No. 12 AWG
WITH THWN INSULATION
{WHITE).
~~.-.1-. _____ HEAT SHRINKABLE SLEEVE
'd-----SILVER SOLDER OR ~fflt"-'f.T BRAZE CONNECTION
II
II
------SPECIAL BACKFILL
-· .----CLOTH BAG
GALVANIZED STEEL CORE
MAGNESIUM INGOT (4B LBS) .. . ltr--.,.:·, ~----•. :···· II ....--. . l.-:-:: ~--M-AG_N_E_S-IU_M_A_N_O_D_E ___ ~
• . II ·. . . . HIGH POTENTIAL
. Alloy Composition
_. -: .• . II . L .· ~:ement ~;ig~t0x%
J.r,-+-1·· Mn 0.05 to 1 .3 • I/ u / i ·, ~~ 8:8~2M~~·
: .. ··-., . .. ,. Ni 0.001 Max
Fe 0.03 Mox
Si 0.05 Mox
Other 0.05 each Max
and 0.3 Total Max
NOTE:
Mg Balance
SPECIAL BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULFATE
1. SEE TECHNICAL SPECIFICATIONS FOR
ANODE SOAKING AND INSTALLATION
REQUIREMENTS.
MAGNESIUM ANODE
N.T.S. EB
NEW 24" CML&TW
58+00
GENERAL CORROSION PROTECTION NOTES
1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE iN ACCORDANCE WITH THESE
DRAWINGS AND TECHNICAL SPECIFICATION SECTION 13120.
2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE.
3. AT-GRADE CORROSION TEST STATIONS:
A. TEST BOXES SHALL BE LOCATED JUST BEHIND THF CURB PERPENOICULAR TO THE
TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE
STATIONS SHOWN TO AVOID DRNEWAYS OR iNTERFERENCE WITH OTHER STRUCTURES.
B. USE CHRISTY MODEL G5 TEST BOX.
C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX.
D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL NO ROCK, GRAVEL, OR SAND,
E. INSTALL REINFORCED COl\iCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES iN
UNPAVED AREAS, No. 4 REBAR FOUR PLACES. ,.
F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4") SIZE, PIPE '',
MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE.
4. ANODE INSTALLATION NOTES:
A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION
SECTION 13120.
B. INSTALL ANODES 8 FEET OFF OF PIPE.
C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM
DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE.
5, BURIED M[Cl IANICAL JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT
INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 1 ON THIS SHEET
6. WAX TAPE ALL BURIED METALLIC FITTINGS, PER AWWA C217, DETAIL 1/CP-1 AND
SPECIFICATION SECTION 13120.
7. !NSULATING BUSHING SHALL BE INSTALLED AT EACH A!R/VAC CONNECTION PER
DETAIL 2 ON SHEET CP-3,
8. NO WIRE OR CABLE SPLICES ARE PERMITTED,
9. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUM!NO-THERMIC WELD
PROCESS SHOWN ON SHEET CP-2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD.
ALL WELDS MUST BE SEPARATED BY 3" MINIMUM.
10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8--MIL POLYETHYLENE PER A\W{A C 105.
11. ALL DIP F!TTING ON PVC P!P!NG SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8,
SHT CP-2.
12. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT
"AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. ..'1',,,
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TABLE 1-CORROSION TEST STATIONS
Corrosion Test Pipeline CTS Referenced
Station Sta T e Detail & Sheet Location -;!, •'
1 10+06 Insulator Detail 2, CP-2 Irvine Ave. Exist 24" connection (24"x8" Tile)
2 11+20 1 Anode. Detail 1, CP-2 . r ~ 1 ;--l
3 21+50 1 Anode Detail 1, CP-2 ! '
4 16+50 1 Anode Detail 1, CP-2 . \
5 27+50 1 Anode Detail 1, CP-2
6 33+35 [nsulotor Detail 2, CP-2 Conn. to Ex,st 6" DIP (24"x6" Tee)
7 33+60 1 Anode Detail 1, CP-2
8 33+88 Insulator Detail 2, CP-2 Conn. to Exist 24" steel pipe. .
9 40+00 Insulator Detail 2, CP-2 Conn. to Exist 24 • steel pipe. ·•-ii ...
10 40+50 1 Anode Detail 1, CP-2 . ~ .
11 46+50 1 Anode Detail 1, CP-2 '/I
12 52+50 1 Anode Detail 1, CP-2
13 58+30 1 Anode Detail 1, CP-2
14 59+33 Insulator Detail 2, CP-2 Conn. lo Exist 16" (24x16" Red)
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I 95% SUBMITTAL
APPROVED
;, <;>«0FESS10,\( ~-B
~, ~-,,<.J ~•;_J,.o1,:c-'1<<% DeC····.·.-.·. '\ CoNsuLTANTS, INc.
,;,£ " ij !f<J ~ % . HD8" B. HAMERS R.C.E. 31120 ~g~ !.!? w ,._, .. ""'1/o5 o n
IRVINE AVENUE
\A/ATER TRANSMISSION MAIN
REPLACEMENT ,-.i,.'.),;j ...., .....,.,..-4., ••• 16466 Bernardo Center Drive-1----,1---+-----------------1 MANAGER/D:STRICT ENGINEER ' 0:: N,).1011 ::0 f':-'i~~ Suiie B-275 COSTA MLS.Li. SANITA:?V DISTR:CT
~~6 * (\0 ~ * San Diegoj CA 92128 DATE r~~ .I'_,, li'Ros\0 *"" I l'roj: 013128 (858) 592-0226 . A DAIE BY DESCRIPTION APP'D I DESIGNED RJG DRAWN GPM CP-1
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-v v -COSTA MESA
"I' REVISIONS CHECKED EAD DATE 05/04 SANITARY DISTRICT •, >Id L __________________________________________________________________________ _L __ _.:'.::'.:::::::::::_ ___ ,L_, _________________ L _______ _;'.;.::~~~--------L==~~L:=~~=-L-.....:=:.::.:::.:.:..:=:.:.:=~-_JL_:S~H•~-E:T~22~0~F~X:__J •
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TEST BOX BEYOND SIDEWALK
TEST BOX IN SIDEWALK
12· 7
WARNING TAPE
(
ALU MINO-THERMIC
WELD. (TYP)
_J_
6"
-2-NO. B HMWPE
PIPE LEAD WIRES
~-1-NO. 12 THWN
ANODE LEAD
SEEEB
A B -T
rn.._.._8' (TYP)--__..........---4~_LB. ANODE _ w SEE NOTE 5 r • --Sc.t. W & NOTt. 5
24" CML&TW V
NOTES:
1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX.
2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES
OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER
WIRES WITH 6-INCHES OF SAND OR DG.
12'
3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH
"CAUTION: CATHODIC PROTECTION CABLE BELOW".
4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF
SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION.
5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER.
2"
NOTES:
1-ANODE CORROSION TEST STATION
NTS
PAVEMENT OR
CONCRETE PAD
26" SQ X 4"
• 0 THICK IN . I UNPAVED AREA
l-'F--.11. 0 • ~,i ONLY
i:.L ____ u • ·y " ~No. 4 REBAR
: • ·}~ (ALL FOUR
; _<;; "' SIDES)
------1 EACH
0.01 OHM SHUNT
• • W/BRASS SPLIT.
~ '. ----------BOLTS (TYP)
., --~ 1-1/2" DIA
BRASS TAG
.,.,.,_,,,__A+-B+--+,~., (TYP) SEE
<'!.Y 'f:::K_ I ~ • ~ ~~~6wNo. 2
~~ -...__ NATIVE SOIL
-~"-2-No. 8
HMWPE WIRES
TO PIPE
1. SEE GENERAL CP NOTE 4, SHEET CP-1.
~--1 No. 12 THWN
WIRE TO ANODE
2. WIRE !.D. TAGS SHALL IDENTIFY PIPE SIZE,
MATERIAL, SERVICE AND STA. NO. (24", CML&TW,
WAT, 11+00). STAMP WITH 1/4" CHARACTERS.
3. NO 1.D. TAG REQUIRED FOR ANODE W,RE.
4. SEE GENERAL CP NOTE 3, SHEET CP-1.
ANODE TEST STATION \VIRING AND MOUNTING
NTS
CD
TEST BOX BEYOND SIDEWALK
WARNING TAPE ---------2-No. 8 HMWPE
PIPE LEADS
24" CML&TW
0\\1.C----INSULATING FLANGE
NOTES:
SEE /0
0
'---ALUM!NO-THERMIC
WELD. (TYP) W
SEE DETAIL 6
?-NO. 8 HMWPE PIPE LFAOS
2-NO. 10 tiMWPE PIPE LEADS
1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX.
2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-iNCHES
OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER
WIRES WITH 6-INCHES OF SAND OR DG.
3. USE 6" WIDE, 4 MIL TIHICK INERT PLASTIC WARNING TAPE PRINTED WITH
"CAUTION: CATHODIC PROTECTION CABLE BELOW".
4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF
SIDEWALK AS SHOW:"i PER ENGINEER'S DIRECTION.
5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER.
6. SIMILAR INSTALLATION FOR BURIED VALVE OR TEE.
4-WIRE INSULATING FLANGE CORROSION TEST STATION
NTS
. 2
-6"1 CONCRETE TEST W__
.. BOX SEE DETAIL V \ -PAVEMENT OR
CONCRETE PAD
.~2;;-. t-t. -71.1:z:77~::;::~~77'.'.hliPr...,s,:-;,'-;--I-25" SQ X 4"
.,
THICK IN
UNPAVED AREA
ONLY
~No. 4 REBAR
(ALL FOUR
SIDES)
2
l:· -I
!: .. @ A B C D
----.......____ 1 -1 / 2" DI A
BRASS TAG
(TYP) SEE NOTE
No. 2 BELOW
-NATIVE SOIL -----
-~ 2-No. 8 HMWPE
WIRES TO PIPE TO NEW TAPE
COATED PIPE ~----2-No. 10 HMWPE
NOTES:
TO EXISTING
----1 PIPE OR BLIND
FLANGES STUB.
1. SEE GENERAL CP NOTE 3, SHEET CP-1.
2. WIRE 1.0. TAGS SHALL IDENTIFY PIPE SIZE,
MATERIAL, SERVICE, STA. NO. AND SIDE OF
FLANGE (24", CML&TW, WAT, 18+00, N). STAMP
WITH 1/4" CHARACTERS.
WIRES TO PIPE
INSULATING FLANGE CTS WIRING AND MOUNTING /6\
NTS
'1::1±}1 ~-~ro !EST STATION.
INSULATING MATERIALS:
GASKET -TYPE "E" G1 0 LAM.
FOR CTS WIRING AND
MOUNTiffi DETAIL.
GLASS W/RECT. 0-R!NG
W/ RECT. 0-RING
SLEEVE -G10 LAM. GLASS
WASHER-G10 LAM. GLASS
THREADED STUD
OR BOLT
h ALUMINO-THERMIC
WELD. (TYP) SEE
NOTE 3 AND~
c/o O
NEW CML&TW
PIPE
TO EXISTING PIPE
(CML&TW, CML&C
OR DIP).
~3" TYP
NOTES:
1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS
OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT
Vl\LVE BONNET AND 8/\SE.
2. SIMILAR INSTALLATION FOR TEE CONNECTION OR FLANGE PAIR WITHOUT VALVE.
3. NO TEST LEADS REQUIRED AT AIR-VAC OR BLOWOFF INSULATING FLANGES.
BURIED INSULATING FLANGE KIT AT VALVE FLANGE/TEE
STEP 1
FILE OR GRIN!}
SURF,~CE TO
BRIGHT METAL
AND CLEAN
NTS
STEP 2
(
STRIP INSULATION
FROM WIRE
STEP 3
HOLD WEWER FlRMLY
Wll'H OPENINC AWAY
FROM OPERA TOR.
IGNITE STARTING POWDER
WELD CAP \ BITUMINOUS COATING-,
',TEP 4 \ STEP 5 \ STEP 6
REMOVE SlAC
FROM CONNECTION
SEE NOTE 4
NOTES:
APPLY 2 COATS PRIMER
AND COVER CONNECTION WITH PRE-FORMED WELD CM'
COAT WITri A BITUMINOUS
COMPOUND SEE NOlE 3
1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES
SIDE WELDER IS REQUIRED.
2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES
APART, MINIMUM.
3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED
WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN
OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING
BY 2 INCHES MINIMUM.
4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB
HAMMER ¥/HILE PULLING FiRML Y ON WIRE. ANY WELIDS BROKEN OR
LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST
BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG
SHALL BE REMOVED FROM THE WELD.
Al UMINO-THERMIC WELD CB NTS
PVC
NOTES:
CAST IRON TRAFFIC COVER MARKED
"CP TEST"
PAVEMENT OR
CONCRETE PAD
(SEE NOTE 4)
No. 4 REBAR
(TYP)--~//
NOTES:
/
/
CONCRETE BODY
TRAFFIC RA TED
1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED-CHRISTY No.C5.
2. ALL WIRES SHALL HA VE 18" MIN. SLACK IN BOX.
3. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL DO NOT PLACE
ROCK, GRAVEL OR SAND !N TEST BOX.
4. PROVIDE 26" SQ x 4" THICK REINFORCED CONCRETE PAD
AROUND TEST BOXES AT UNPAVED SITES.
AT-GRADE TEST BOX
NTS
PVC
~TAPE
PVC
(T)
'---"
TWO LAYERS OF 8 MIL
POLYETI-l"YLENE SHEET-~-TAPE
1. LOOSELY WRAP POLYETHYLENE TO ALLOW EXCESS MA TERI AL ALL AROUND TO
PREVENT STRETCHING DUE TO SOIL PRESSURE.
2. COAT ALL FLANGE BOLTS, NUTS & WASHERS WITH BITUMINOUS COMPOUND
DI/CAST IRON FITTINGS ON PVC PIPE
NTS ED
)
PVC
95% SUBMITTAL
. , APPROVED
! " • E)ee_-._ :) CoNsuLTANTS, INc.
'-~ [l. ,_;_ , ROBI\/ B, HAMERS R.C.E. 31720
:>; ~ "• ~.~1 tb.1011 16466 Bernardo Center Drive t--+--+------------+--1 MANAGER/D!STRICT ENGINEER
... ,:',.,':': Suite B-275 COSTA MESA SAN:IARY D!STRICT
\::.!.""" * ('I~ ~ * . San Diego, CA 92128 DAlE
IRVINE AVENUE
WATER TRANSMISSION MAIN
REPLACEMENT
~~g ~h vRRos\0 _# l ., · 01312a (858) 592 022s , ., '1:,-, ----:: ii-'° , roJ: -,. A _, _ DATE BY OESCHIPTION APP"O DESIGNED RJG DRAWN GPM COSTA ME~ CP-2
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"•,-; ·<'o,cA'--110 v v-,. <:>A ' ~ii L ______________________________________________________________________ _l __ ...::=::::=:~ __ L_, ________________ j_ _______ ~R::EV:::='s:,o:N:.s:_ _______ J.::c:HE~c:KE~D_:EA~o:1:oA~T~E ~o:5~/~0~4l_ _ _:SA:::N:IT'.~A~R:Y~D~l~S~T:R:IC:T~-_JL_::s~HE~E~T~2~3~0~F~xj
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J = on ,,; 'C:ci-1.:.on
f'i,)o ,-,'.,;"'
NEW 24" CML~
(SEE NOTE 1)
NOTE:
'--INSULAT,NG FLANGE
(NO CTS). SEE
DETAIL 13, SHEET CP-2
~ SERVICE ENDS OF PE
WITH 10-MIL TAPE
---8-MIL POLYETHYLENE ENCASEMENT
~ER AWWA C105
WAX TAPE VALVE PER ~
~
1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED WITH DIP OR PVC MAINS.
DRY BARREL FIRE HYDRAMT .
NTS
~ix_CZ..(l~ () £(l-Sao-L-
f .Jc_, Clt\$5 7-0 0 ()\~.,£
EB
---------·----·-··-------------·---------------------------
i.;=,,,i.--~
CML&TW
OR
DIP MAIN
L 2· COPPER TUBING
~ 2-t/2" x 2" INSULATING BUSHING
__________ (SEE NOTES 2 AND 3)
-~-BRONZE SERVICE SADDLE
NOTES:
1. DO NOT NOT COAT OR WRAP BURIED COPPER PIPING. ENSURE THAT
PIPE IS SURROUNDED BY CLEAN, UNIFORM BACKFILL MATERIAL.
2. iNSULA TING BUSHING NOT REQUIRED WITH PVC MAIN.
3. SADDLE FEMALE CONNECTION SHALL BE 2-1/2" TO ACCOMODATE
2• INS. BUSHING.
2" AIR AND VACUUM RELEASE VALVE ASSEMBLY Q) NTS
,.--J n9 CoNSULTANTS, INc.
16466 Bernardo Center Drive
Suite B-275
t::.·• * ('I ~ * Son Diego, CA 92128
INSULATING FLANGE --\
(NO CTS). SEE W , u
,,,,,,--CML&TW TEE ~ (SEE NOTE 1)
(
I •. l ~ MECHANICAL JOINT
~\/ BONDS (TYP}
j =~,1= f/ SEE @ I'--------------'! J,..-..;lii!:!17[1,.. __ --'II~'-CP-1 ' ,
6" DIP__/
NOTE:
WAX TAPE VALVE
PERU ~
. ,
, ,-T
I
EPOXY COAT OR
WAX TAPE DI
FITTINGS
1. INSULATING FLANGE AND JOINT BONDS•NOT REQUIRED
WITH PVC OR DIP MAINS. '
BLOW OFF ASSEMBLY
NTS
APPROVfO
ROBIN B. HAME"!S R.::.E. 31720
t----t----t--------------+---1 MANAGER/D!STR!CT EtJGfNffR
COSTA \1C::SA SANITARY rnsrnrcT
DATE
EB
I 95% SUBMITTAL
fRVfNE AVENUE
WATER TRANSMISSION f\~AII\J
REPLACEMENT
~"; .!',;, 0RRos'0 .-,,..-~ ''2 "-1,-;:-:----~--::-9-'-~------------~~v"V~ COST.A ME!=:A Proj: Ot3128 (858) 592-0226 DATE □Y DESCRIPTION APP'D DESIGNED RJG DRAWN GPM CP-3
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""'"' ·o OF cr-t.1'i"· --• .. " .~ flt L ______________________________________________________________________ _j_ __ _:::::::'.::_ ___ L _________________ ....... _________ R_E_v1_s_1o_N_s ________ .1...cH_E_cK_E_D_E_A_D...1...D_A_TE_o_5_10 __ 4 __ .1.... __ s_A_N_1_T_A_R_v_o_,s_:r_R_1_c_:r __ ...J._s..:..H.:E::E..:.T.:?:....4..:o..:..F..:X..:.. . ..J
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