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AA/OOE LM RING DIAGRAM
ELE!/.4T /OrV SCALE: N.T.S.
MAGNESIUM ANODE
INSTALLATION DETAIL 3 DETAIL I�-.USH MOUNTED. TEST STATION
N_ 10 13 SCA t
i Ne. - 4-
C
4;q
A
STORM DRAIN JUNCTION STRUCTURE
10 13 DETAIL AT STA.,11 59:91
SCALE.-N.T.S.
CQNBT. BrLO. MmT.w /AeO i
Ca47ED 57EE'L PYPE
? � PMP/VA7F
Sr6WAf AMWA/
J /FLJTLG?E:
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AAWRO, 57
. A/LIATER
fi t) comsr. 9 /7/ /74.00) Q COYL4Q
Ca-4.4k'
EX /ST. AGP H/. ACWA �� All. ZL�.
EX /ST. AC.P.
BaP.�C. 45 - — —
COA/ST•
CONST.
v . /.•Y.
BOTTOM
/`?Gl4O.STLz OL✓6✓y 77 2 •5 �? ;y/ �'Q�T �a'� /s)
0077'OM 78077l�M \ At.- 40 S7P ps„ t, //je/?
�? 807727M 'lJ
O
-NOTE: REMOVE EXISTING ACP-�
O• N N d TO NEAREST JOINT, REPLACE
WITH PVC. NO', BUTTING OF
q� N M W lit N ti N ACP ALLOWED EITHER SIDE OF
SIPHON.
1. PIPE SHALL BE 1/4" WALL THICKNESS WITH ALL JOINTS-WELDED USING BUTTSTRAPS.
ALL WELDS TO BE HAND COATED.
E. SEE DETAILS ON SHT. 13 FOR INSTALLATION,OF CATHODIC PROTECTION TEST STATION.,
3. SUBMIT SHOP OWGS. FOR APPROVAL BY MW PRIOR TO FABRICATION.
4:` FLANGES SHALL BE AWWA ASTM C -207 FLAT FACE, CL 'E'.
VERIFY ALL EXISTING INVERTS PRIOR TO FABRICATION.
. PIPE DATA: FINISH I.D. - 8" MIN.; LINING - 3/8" TYPE II CEMENT PER
AWWA 205; COATING - 5/8' TYPE V CEMENT PER AWWA C205.
9
i
�STREIT AND UTILITY UMVEMENT PL M-
METAIL$
CITY OF COSTA MESA
DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION
0
S -86 -253
mc =9, 5 1 -3 � T 16
PLAN
NUMBER
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N
ODga
N
MAIDQ
I
2
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i
-
1
7Z~' /N.4L ALOCK SEE i
W /R/NG O /AG?AM AaOW. G
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ANODE LEAD W/RE W/ALAC.<
7W 1N5L14A770N i
ANEW S+S7EEL Al.L.0C.
P /PEL/NE. i
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.QEFEREA/CE ELEC7R00E
A,Va 1E
0.0/4 NOLLAWA✓
SHIJNr
P /PEL/A/E NEW)
AA/OOE LM RING DIAGRAM
ELE!/.4T /OrV SCALE: N.T.S.
MAGNESIUM ANODE
INSTALLATION DETAIL 3 DETAIL I�-.USH MOUNTED. TEST STATION
N_ 10 13 SCA t
i Ne. - 4-
C
4;q
A
STORM DRAIN JUNCTION STRUCTURE
10 13 DETAIL AT STA.,11 59:91
SCALE.-N.T.S.
CQNBT. BrLO. MmT.w /AeO i
Ca47ED 57EE'L PYPE
? � PMP/VA7F
Sr6WAf AMWA/
J /FLJTLG?E:
8EE CWV -617F PI-AA/S)
ALa1P7EiQ572rAz6 f� 3.f2' 4' COA /ST.QaGTrFZb. •
AAWRO, 57
. A/LIATER
fi t) comsr. 9 /7/ /74.00) Q COYL4Q
Ca-4.4k'
EX /ST. AGP H/. ACWA �� All. ZL�.
EX /ST. AC.P.
BaP.�C. 45 - — —
COA/ST•
CONST.
v . /.•Y.
BOTTOM
/`?Gl4O.STLz OL✓6✓y 77 2 •5 �? ;y/ �'Q�T �a'� /s)
0077'OM 78077l�M \ At.- 40 S7P ps„ t, //je/?
�? 807727M 'lJ
O
-NOTE: REMOVE EXISTING ACP-�
O• N N d TO NEAREST JOINT, REPLACE
WITH PVC. NO', BUTTING OF
q� N M W lit N ti N ACP ALLOWED EITHER SIDE OF
SIPHON.
1. PIPE SHALL BE 1/4" WALL THICKNESS WITH ALL JOINTS-WELDED USING BUTTSTRAPS.
ALL WELDS TO BE HAND COATED.
E. SEE DETAILS ON SHT. 13 FOR INSTALLATION,OF CATHODIC PROTECTION TEST STATION.,
3. SUBMIT SHOP OWGS. FOR APPROVAL BY MW PRIOR TO FABRICATION.
4:` FLANGES SHALL BE AWWA ASTM C -207 FLAT FACE, CL 'E'.
VERIFY ALL EXISTING INVERTS PRIOR TO FABRICATION.
. PIPE DATA: FINISH I.D. - 8" MIN.; LINING - 3/8" TYPE II CEMENT PER
AWWA 205; COATING - 5/8' TYPE V CEMENT PER AWWA C205.
9
i
�STREIT AND UTILITY UMVEMENT PL M-
METAIL$
CITY OF COSTA MESA
DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION
0
S -86 -253
mc =9, 5 1 -3 � T 16
PLAN
NUMBER
y�
N
ODga
N
MAIDQ
I
2
t