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CON% NEW CHANNEL FOR 1T VLP. B,
II II CONTRACTEIR5 MITE
IIL I ALL EXCAVATIONS TO BE BACKFILLED WITH TWO SACK SLURRY
a BACKFILL.
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DETAIL I • EXIST. MANHOLE
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EX16T. BLOCK WALL 7
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74"
11"
1
4PECIAL PRUVhIEIN5
FOR
UPEN CUTS
IN IRVINE
AVENUE
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(SEE SPEC4.)
2D
ALL STREET CONSTRUCTION i REPLACEMENT OF EXSTING 4TREET IMPROVEMENTS TO BE MADE UNDER THE DIRECTION OF 1 111 TILE
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�yyATKFACTION OF THE E.M.A. INSPECTOR.
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7WU SACH CEMENT SLURRY BACKFILL hAkl BE 115ED IN ALL OPEN CUTS AND SHAH BE PLACED WITHIN 24 HOURS AFTER
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TRENCHING.
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PATCHING OF THE TRENCH SHALL BE OF HIGH EIUA111Y AND TO THE TOTAL SATISFACTION OF THE E.M.A. INSPECTOR.
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TACKED 6WHEN LAYING, SHAH BE ON THE UOB 511E BEFORE THE IRENCHINB BEGIN6..PLATE6 hHAU. BE PINNED OR
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SATISFACTION OF
A.C. PATEN PERMANENT MATERIAL SHALL BE 101ALLED TO FINN GRADE AND TO THE SATffACIIDN DF THE E.M.A.
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NOTE:
INSPECTUR NOT LATER IRAN TWO WORKING DA15 AFTER THE SLURRY BACKFIII LIM BEEN DIALED.
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CONTRACTOR SHAH BE RKPUNSIBIE FOR ADJ115TING FINISH DRADE OF AL. PATCH DUE TO 6ETTLEMENT COMMENCING
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PRIM TO CONSTRUCTION
AS PROVIDED ABOVE. All WORK SHALL BE DUNE TO THE SATISFACTION OF THE E.M.A. INSPECTOR.
ALL OPEN TRENCHES TO BE COVERED BY 3 P.M. EACH BAY.
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MAIN
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E114T. U- AZ. AA.H.W.D WATER.
CIIN61RIETIUM TO BE PHASED 611119 THAT THERE Will BE NO MORE THAN 1 OPEN TRENCH IN IRVINE Eh
VINE UR A Al ANY TIME.
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FILL I PWG EXI6DNC CWINNEI
IRVINE AVENUE t ME4A DRIVE TO BE COLD PLANED NEXT TO GLITTER t CAP W119 0.1' A.C.. THEN FOG SEAL t REhTRIPE
WITHIN THE AREA INDICATED ON THE PIAN5.014ADED AREA BELOW)
EXIST D" V.C.P.
EXIST. 12" C.LP 10 STATION
( TO BE ABANDONED)
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CON% NEW CHANNEL FOR 1T VLP. B,
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a BACKFILL.
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DETAIL I • EXIST. MANHOLE
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LN8.44'
EX15T. 5` SEWER MAIN
(PROTECT IN PLACE)
SURVEY C.L.
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(SEE SPEC4.)
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EXKT. 10" LIP
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EXIST. 12" VLP. SEWER
- EXISTING BYPASS VALVES, FITTINGS
(CONTRACTOR TO REMOVE i RETURN
TO C.C.M. CORPORATION YARD,
23UU PLACENTIA AVE., AND
REPEACE PAVEMENT TO THE 5AT14
FACTION OF INSPECTOR.) /
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( 4 501T. REARING AREA ON SOIL 1
EXIST. 10" C.I.P. PWC t ABANDON IN PLACE
DETAIL 2 " TIE INTO Effil MAIN
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NOTE:
AT TIME OF TIE-IN If PLUG VALVE IN ELDEN
STATION VALVE VAULT MUST BE G1050.
TRAFFIC CONTROL UNIT
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EXI511NG
i VENT
TO III
EX15T. VENT PIPE I CBRUTA
In BE ABANDUNED IN LACE
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- EXISTING &MAD. PUMP 51ATION TO BE ABINDONED
(CONTRACIDR TD:REMUVE All MH,COVERS. VALVE5.
FITTINGS, ELECT ESUIPMENT. FTC... AND RETURN
ALL EQUIPMENT TO THE U.M. CORPORATIDN YARD,
230D PLACENTIA AYE.: AND BACRFIII EXI51.
STRUCTURE WITH SAND OR SLURRY: AND REPLACI
FAVEMEN( TO THE SATISFACTION OF INSPECTOR)
CONTRUL BOX
t RETURNED BY CONTRACTOR
,231111 PLACENTIA AVE.)
TO B.C.
G" BRONZE QUICK COUPLINH000
rG" DEZURIK ECCENTRIC PLUG VALVE
10.10: G TEE
SECT ION A "A
BYPA0 CONNECTION
SEE SHEET 4
SCALE 1 V
G` 91' BASE ELBOW
3"
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FLOOR DF VALVE VAULT 1 BASE
OF ELBOW W/4- Vb" BOLTS.
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Till 4 CAPPED
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BACK OF FACE '
OF LEURB.
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P.C.C.51DEWAIK v
1 PUMP STATION OR
VALVE VAULT
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COMPACTED FILL.
DETAIL 3 " BARRIERS
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TRAFFIC WATROL NOTE5
t. EGNTRACT13R TD ')UBMIT AN ACCEPTABLE TRAFFIC GONTROL
PLAN TO THE COUNTY OF ORANGE PRIOR TO BEGINNING CONST.
Z. CONTRACTOR TO MAINTAIN I LANE OF TRAFFIC IN BOTH DIRECTIONh
ALONG IRVINE AVENUE AT AIL TIMES 1 MAINTAIN 2 LANES [IF
TRAFFIC IN EACH DIRECTION DURING PEAK TRAFFIC HOURS.
3. PEAK HOURS SHALL BE 7AM TO 9AM AND 3 PM TO le: 3B PM
MONDAY THROUGH FRIDAY UNLE55 OTHERWISE DETERMINED BY
THE COUNTY INSPECTOR.
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11"
1
30'
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7 h"
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EXKT.18' RL.P. z
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EXKT. 10" LIP
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CON61. 10" I.D. W.P
FLANGED ONE END
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FLANGED DNE END
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EXIST. 12" VLP. SEWER
- EXISTING BYPASS VALVES, FITTINGS
(CONTRACTOR TO REMOVE i RETURN
TO C.C.M. CORPORATION YARD,
23UU PLACENTIA AVE., AND
REPEACE PAVEMENT TO THE 5AT14
FACTION OF INSPECTOR.) /
10" 4J5• ELBOW t3
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CLA55 B CONCRETE 11,1110iT 131DCK
( 4 501T. REARING AREA ON SOIL 1
EXIST. 10" C.I.P. PWC t ABANDON IN PLACE
DETAIL 2 " TIE INTO Effil MAIN
6CALE Vti 1'
NOTE:
AT TIME OF TIE-IN If PLUG VALVE IN ELDEN
STATION VALVE VAULT MUST BE G1050.
TRAFFIC CONTROL UNIT
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EXI511NG
i VENT
TO III
EX15T. VENT PIPE I CBRUTA
In BE ABANDUNED IN LACE
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- EXISTING &MAD. PUMP 51ATION TO BE ABINDONED
(CONTRACIDR TD:REMUVE All MH,COVERS. VALVE5.
FITTINGS, ELECT ESUIPMENT. FTC... AND RETURN
ALL EQUIPMENT TO THE U.M. CORPORATIDN YARD,
230D PLACENTIA AYE.: AND BACRFIII EXI51.
STRUCTURE WITH SAND OR SLURRY: AND REPLACI
FAVEMEN( TO THE SATISFACTION OF INSPECTOR)
CONTRUL BOX
t RETURNED BY CONTRACTOR
,231111 PLACENTIA AVE.)
TO B.C.
G" BRONZE QUICK COUPLINH000
rG" DEZURIK ECCENTRIC PLUG VALVE
10.10: G TEE
SECT ION A "A
BYPA0 CONNECTION
SEE SHEET 4
SCALE 1 V
G` 91' BASE ELBOW
3"
�- 4� 111. PIPE STAND BELTED TE
FLOOR DF VALVE VAULT 1 BASE
OF ELBOW W/4- Vb" BOLTS.
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Till 4 CAPPED
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BACK OF FACE '
OF LEURB.
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P.C.C.51DEWAIK v
1 PUMP STATION OR
VALVE VAULT
Z'x2'c3' EUNC. BLOCK POURED AGAINST
COMPACTED FILL.
DETAIL 3 " BARRIERS
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TRAFFIC WATROL NOTE5
t. EGNTRACT13R TD ')UBMIT AN ACCEPTABLE TRAFFIC GONTROL
PLAN TO THE COUNTY OF ORANGE PRIOR TO BEGINNING CONST.
Z. CONTRACTOR TO MAINTAIN I LANE OF TRAFFIC IN BOTH DIRECTIONh
ALONG IRVINE AVENUE AT AIL TIMES 1 MAINTAIN 2 LANES [IF
TRAFFIC IN EACH DIRECTION DURING PEAK TRAFFIC HOURS.
3. PEAK HOURS SHALL BE 7AM TO 9AM AND 3 PM TO le: 3B PM
MONDAY THROUGH FRIDAY UNLE55 OTHERWISE DETERMINED BY
THE COUNTY INSPECTOR.
DKGHARGE I
1f3"
-WELL
18"
-� DKCHARGE t
I- 4 B"
Li.[]" % G'-U" WELL
DETAIL 4 • ANCHOR BOLT4
NOT TO SCALE
4EE hH EET 4.
0 Ah -BUILT 7.5.5-5 �3
74"
11"
• 11"
•
7 h"
DKGHARGE I
1f3"
-WELL
18"
-� DKCHARGE t
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Li.[]" % G'-U" WELL
DETAIL 4 • ANCHOR BOLT4
NOT TO SCALE
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hNEET
TKIN AVENUE PUMP iTATION
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RELOCATION 1 REMODEL OF
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TKIN AVENUE PUMP iTATION
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RELOCATION 1 REMODEL OF
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