S-79-6.1R
1i
0 TR ACT N- 10148
SEWER a WATER IMPROVEMENTS
- -SON S TRU CT 1 -01 1107{ 8
E w E a N o t E S:
SEWER - .. T%E SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA
NST t " -t.D, ARO -. tl MESA SANITARY DISTRICT.
ID C4 RA1C 4i STAIlA MAN OLE
52. 4" V.
" C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE
CONSTRUCT -� 4.I1. DROP •NANNOLE
• SEWER NAtN TO THE PROPERTY LINE FOR EACH LOT.
CONSTRUCT 6" V.C.P. FEWER MAIN THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT`
" LATERAL INDICATING THE RECOMMENDED LOCATION OF THE HOUSE CON-
CONSTRUCT 4 Y.C.P. Y.C.►. SEW£ 3.AT L
`il PLAN FOR EACH L07 PRIOR t0 SEWER MAIN CONSTRUCTION.
4. MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED
BY ASSOCIATED CONCRETE PRODUCTS INC., OR APPROVED EQUAL.
SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY
MATER `D - A -1270 OR APPROVED EQUAL.
�d INSTALL -$ /4" MATER SERVICE p 6. ALL SEWER MANHOLE ,FRAMES AND COVERS SHALL BE LEFT 6" BELOW
CONSTRUCT all A.<C.PMATER MAIN 3 _ FINISH GRADE.
.GONSTRUC7 MATER MAIN '�- i. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFAC-
c ING OF STREETS.
7 MTALA S* X °.ME9U CIE R S. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER
g INSTALL 4! . :1LOWaJFF- ASSEM6LII:
..S H. [1't'8 _181114 Avenue -9. FINISH GRADE AFTER STREET SURFACING IS COMPLETED.
0 �3ISTALL €RE:IYOBAl1T AS8EN84.1f
+ ,S. CLAY PIPE JOINTS.SHALL BE MECHANICAL COMPRESSION JOINTf
MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE - LOCK ", "SPEED -;
INSTALL #OT,_ HATE VALVE ----- �-p- -- --p SEAL MAINLINE ", OR APPROVED EQUAL.
1 STA 6 T£• ASE WILL JOI TING MATERIAL USING NEAT PORTLAND CEMENT,
A 11AL.A. s lO. 1N NO C
CONSTRUCT CON,CRCTE.TNRUST 1310CK MORTAR OR GROUT BE PERMITTED.
! 1 , CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE
SANITARY DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF
SEWER QUANTITIES
an V.C.P. SEWER'MAIN
622
:L:. "F.
4" V.C.P. SEWER'LATERAL
696
L. F.
48" -I :0. SEWER MANHOLE
5
EACH
48" 1 :0. OROP .NAIINOLE
I
EACH
8" C.I. SEVII -MAIN
40
'L. F.
WATER QUANTITIES
6" A.C.'MATER MAIN
406
:L. F.
:MATER 14"A
631
1. f.
3/4" MATER -- SERVICE
41
-EACN
B" X SEDUCER
$
EACH
i" *OT TAI' -11 /B" GATE VALVE
1
°EACN
i" "TE- ,HALVE
1
-EACN
FtR£ #"CANT- A.SSEIWV
2
EACH
BLOW -OFF ASSEMBLY
2
EACH
TYORK. TEL. (714) 556-5400.
3a
1
2
3
4
S
i.
FIRE HYDRANTS SMALL 8E IOWA CLASS A (2 -1/2 X 2 -1/2 X 4)
12. PERMITS REQUIRED SHALL BE OBTAINED FROM
THE STREET DEPARTMENT,
.:VALVE. - VALY
PUMPER DRY BARREL- COMPLETE WITH A .TFE.AND -E
-
32IRENING;ONBOTTOM
_ See ,_ _ Sheet 4
CITY OF COSTA MESA, 77 FAIR DRIVE ,TEL.
(714) 556 -5307.
5 -1/4 ".
d*O
_
13. 'WORK MOT GONE IN THE PRESENCE OF THE DISTRICT
ENGINEER AND{
7.
ALL BLACK TOP SHALL BE CUT AND REPLACED, TO CITY OR COUNTY
I
'd
OR AGENT 13 SUBJECT TO REJECTION.
37
-
SPECIFICATIONS.
30
29
Pe
27
26
25
24
23
22
at
3l.
ALL BACKFILL TO BE SLURRY OR SAND ACCORDING TO CITY OR
31
3G
9
a
7
6
COUNTY SPECIFICATIONS.
17
35
B.
PROCURE ALL PERMITS.
'E N C M M _k it 11 +. SD. X45 :
S¢c - Shoe
3 39
I B
---
I0.
INSPECTION FEE ON ALL INSTALLATIONS:
- --
---
CHISELED ��� #ORT"E3T CORNEA MOAI.TE V14T.A A11MI1E -lI S.ANIA-AIM
}K!1
M A T E R 0
A. FIRE HYDRANT - $60.00 PAYABLE IN ADVANCE.
--- —`-
- -- - --
- ---�- - �o
:>
B OTHER INSPECTION FEES TO BE BASED ON TIME.
a C A T,1 0 N N A P
11.
WHATEVER RESIDUE IS LEFT, TO BE REMOVED AS NEEDED, INCLUD-
1.
ALL WATER LINES SHALL BE CLA -SS 150 ACP
TRANSITE PIPE.
34
12.
-ALL -LINES EMBEDDED IN SAND.
AfBfND:
,LfB- �..11D.
iN
.
#LAIN .
'1. GATE VALVES SHALL: BE SE7,T0 GRADE WITH
BOXES AND .RISERS,
IF atAtltllRAlff
EVER
_WEAL" .
11t1IST-- ft4CtS
PREPARED BY:
0
SEWER
S. ALL VALVES SHALL NAVE BRONZE INTERIORS,
---0
1 0 81EF
AS GUILTS
JONALO f. STEVfE S, `1110.
to
If
12
13
r4
15
IG
S_ ERVICE
5//8/79 F. M.
-"S A-WESA, CALIFORNIA
-
_#,F•L.EPHQM-E : 2 AS
C 0
S T A M E S A S A N 1 t A R Y D I S T R L C T
2O
BY
C
S. ALL VALVE BOXES 4TT.
33
pONA E. STEVENS, R. C. E. 11066t DISTRICT ENGINEER
Tract N° 10140
5awar and Watar Plan
n
As - 5L)ILT WATER
5r+(z¢t 1 of .5 sh¢ats
J. N.1 o
z CAST FITTINGS TO BE CEMENT .LIVED.
i.
FIRE HYDRANTS SMALL 8E IOWA CLASS A (2 -1/2 X 2 -1/2 X 4)
.:VALVE. - VALY
PUMPER DRY BARREL- COMPLETE WITH A .TFE.AND -E
-
32IRENING;ONBOTTOM
_ See ,_ _ Sheet 4
5 -1/4 ".
7.
ALL BLACK TOP SHALL BE CUT AND REPLACED, TO CITY OR COUNTY
-
SPECIFICATIONS.
30
29
Pe
27
26
25
24
23
22
at
3l.
ALL BACKFILL TO BE SLURRY OR SAND ACCORDING TO CITY OR
31
COUNTY SPECIFICATIONS.
B.
PROCURE ALL PERMITS.
'E N C M M _k it 11 +. SD. X45 :
---
I0.
INSPECTION FEE ON ALL INSTALLATIONS:
- --
---
CHISELED ��� #ORT"E3T CORNEA MOAI.TE V14T.A A11MI1E -lI S.ANIA-AIM
A. FIRE HYDRANT - $60.00 PAYABLE IN ADVANCE.
--- —`-
;AVENUE, CITY .OF.COSTA4ESA. 14.EV. 44.64
B OTHER INSPECTION FEES TO BE BASED ON TIME.
a C A T,1 0 N N A P
11.
WHATEVER RESIDUE IS LEFT, TO BE REMOVED AS NEEDED, INCLUD-
FINAL CLEAN -UP.
12.
-ALL -LINES EMBEDDED IN SAND.
AfBfND:
,LfB- �..11D.
SEWER
#LAIN .
----♦
IF atAtltllRAlff
EVER
_WEAL" .
11t1IST-- ft4CtS
PREPARED BY:
SEWER
- XAX"LE
---0
1 0 81EF
AS GUILTS
JONALO f. STEVfE S, `1110.
-»-- ' MATER
-MAIN
3828 F ttL E#M A1r1E
1 'WATER
S_ ERVICE
5//8/79 F. M.
-"S A-WESA, CALIFORNIA
-
_#,F•L.EPHQM-E : 2 AS
C 0
S T A M E S A S A N 1 t A R Y D I S T R L C T
BY
-
pONA E. STEVENS, R. C. E. 11066t DISTRICT ENGINEER
Tract N° 10140
5awar and Watar Plan
n
As - 5L)ILT WATER
5r+(z¢t 1 of .5 sh¢ats
J. N.1 o