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PLAN SCALE I Is 40'
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d = 33"
1) = 2,06'
n = 0.013
S 0.0030
Q = 26.31 cfs
17.01 MGD
V 5.5 fps
STA. - 17 */7 00
(E M-H-
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DETAIL
N.T.S.
PROVIOE A45W
so Pbose H
COM1`3ATISLE WITH
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EX15TING I&Plr-�OT.
(AV, 19W)
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9
STA. - 17 */7 00
(E M-H-
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DETAIL
N.T.S.
PROVIOE A45W
so Pbose H
COM1`3ATISLE WITH
EX15TING I&Plr-�OT.
(AV, 19W)
9
AE=Mova- J=LUG
1
4
............
C0/VA/4FCT/CW PAS74R
9+00
9CONSTRUCT
See CANMIL*--IL- AA&AhwmwmW of
-
CONSTRUCTION NOTES
?4KWTK"LY TRUNK SEWER
W" J-0. M-H
" V.C. P WITH TYPE BEDDING
33 11 1
CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S-050.
C600C
OJOIN
EXISTING 33" V.C.P. STUBS AT EXISTING MANHOLE. NEW V.C.P. JOINTS TO BE
T
FALRVIEWRoad
COMPATIBLE WITH EXISTING V.C.P. JOINTS.
Trunk
CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S-050 AND
CONSTRUCT CONNECTION OF EXISTING 8" V.C.P. DRY SEWER PER DETAIL(DHEREM
50
REMOVE PIPE SLEEVE IN EXISTING MANHOLE AND PLUG WEST CHANNEL TO 15" SEWER WITH
1
CLASS "A" CONCRETE WHEN NEW TRUNK SEWER IS READY TO RECEIVE FLOW.
0#
4
INTERFERING WITH NEW MANHOLE AND SHALL INCLUDE ALL COSTS ASSOCIATED WITH
THE GAS LINE RELOCATION IN THE CONTRACT UNIT PRICE FOR WHICH SUCH WORK IS
STA. - 17 */7 00
(E M-H-
�E-xl-qT Aovcp
DETAIL
N.T.S.
STA 5+7!PAW APPURTENANT THERETO.
REMOVE AND DISPOSE OF INTERFERING PORTION OF 6' WIDE BY 12" THICK CONCRETE SLAB.
(44
REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION
AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE V1 BEDDING
PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET
7 MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED
BY MESA CONSOLIDATED WATER DISTRICT.
Af. C' Woe
A2
4 C. Fell D. .5
'q
NORTHERLY ]RUNA SEWER
(Formerly WArebouse Rd Trunk Sewer)
Contract X " traiaollows to
Costa MOSM SURILS97 DWIlM 12-09
AS euizr IF
�A�
COUNTY SANITATION DISTRICTS O-F'
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
1501 Quail Street
P.O. Box 3030
Newport Bench California
F?P0RJRT)0r7 7141476-3300 92658-9020
ADD AND ""'Arfvf 1,4/y/f,
NOTE W P96*- ARD&VAIMn ,,WW FAIRVIEW RELIEF SEWER
PLAN AND PROFILE
C0T4TF?Ar-T-* '--' -rp o A STA.-(0+45) TO STA.8+80 6-12
A5 w/L r S '//0 # DESIGNED BY DRAWN BY SHEET
N0. DESCRIPTION APPROVED M,J.S. A J VARGAS
CHECKED BY DATE V, 19
r REVISIONS ig I ENGINEER R.CE.%ti1M 1- DATE OF 51 SHEETS
Q
4�
04
TM
,7'*�
0
A
so Pbose H
of
(AV, 19W)
9
1
4
9+00
9CONSTRUCT
See CANMIL*--IL- AA&AhwmwmW of
-
CONSTRUCTION NOTES
?4KWTK"LY TRUNK SEWER
a
" V.C. P WITH TYPE BEDDING
33 11 1
CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S-050.
OJOIN
EXISTING 33" V.C.P. STUBS AT EXISTING MANHOLE. NEW V.C.P. JOINTS TO BE
T
FALRVIEWRoad
COMPATIBLE WITH EXISTING V.C.P. JOINTS.
Trunk
CONSTRUCT 72" I.D. MANHOLE ON 33" V.C.P. SEWER PER STANDARD DRAWING S-050 AND
CONSTRUCT CONNECTION OF EXISTING 8" V.C.P. DRY SEWER PER DETAIL(DHEREM
50
REMOVE PIPE SLEEVE IN EXISTING MANHOLE AND PLUG WEST CHANNEL TO 15" SEWER WITH
CLASS "A" CONCRETE WHEN NEW TRUNK SEWER IS READY TO RECEIVE FLOW.
THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR RELOCATION OF EXISTING 2" GAS LINE
INTERFERING WITH NEW MANHOLE AND SHALL INCLUDE ALL COSTS ASSOCIATED WITH
THE GAS LINE RELOCATION IN THE CONTRACT UNIT PRICE FOR WHICH SUCH WORK IS
STA 5+7!PAW APPURTENANT THERETO.
REMOVE AND DISPOSE OF INTERFERING PORTION OF 6' WIDE BY 12" THICK CONCRETE SLAB.
(44
REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION
AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE V1 BEDDING
PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET
7 MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED
BY MESA CONSOLIDATED WATER DISTRICT.
Af. C' Woe
A2
4 C. Fell D. .5
'q
NORTHERLY ]RUNA SEWER
(Formerly WArebouse Rd Trunk Sewer)
Contract X " traiaollows to
Costa MOSM SURILS97 DWIlM 12-09
AS euizr IF
�A�
COUNTY SANITATION DISTRICTS O-F'
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
1501 Quail Street
P.O. Box 3030
Newport Bench California
F?P0RJRT)0r7 7141476-3300 92658-9020
ADD AND ""'Arfvf 1,4/y/f,
NOTE W P96*- ARD&VAIMn ,,WW FAIRVIEW RELIEF SEWER
PLAN AND PROFILE
C0T4TF?Ar-T-* '--' -rp o A STA.-(0+45) TO STA.8+80 6-12
A5 w/L r S '//0 # DESIGNED BY DRAWN BY SHEET
N0. DESCRIPTION APPROVED M,J.S. A J VARGAS
CHECKED BY DATE V, 19
r REVISIONS ig I ENGINEER R.CE.%ti1M 1- DATE OF 51 SHEETS
Q
4�
04
TM
,7'*�
0
A