S-91-1.2JOIN EX. 8" ACP 6" PVC CURB /
8"X6" 45• ELL &
W3 p IDE LK
6" RW VALVE
41
W1 4 51 ,
USE EX. 8" ACP
42 LUG
54 Cl
BACK FLOW DEVICES 4142 VV257 �S� i� / O
TO BE LOCATED IN LANDSCAPEING
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LEGEND:
T.C. TOP OF CURB ELEVATION
%1' • - - -- o ° F.S. FINISHED SURFACE ELEVATION
F.L. FLOW LINE ELEVATION
yob a F.G. FINISH GROUND ELEVATION
SHEET MATCH LINE
/ * TRACT BOUNDARY
--
FF =XX.XX FINISHED FLOOR ELEVATION
PAD =XX.X PAD ELEVATION
y \
(XX.XX) EXISTING ELEVATION
-- - �_
/ ,•; � - -�;�` \ t H.P. HIGH POINT ELEVATION
f \,
DIRECTION OF FLOW
��Vll Xx'X EXISTING SPOT ELEVATION
RIDGE LINE
;•' �, G.B. GRADE BREAK
T.W. TOP OF WALL
- - -_._ -_
m ... _ _ 8 729_84'
LI- T.F. TOP OF FOOTING 620 INDICATES 2:1 SL
OPE V / n
- - _
_. -___ _.__ ___. J -�•�•� BUILDING SETBACK LINE
EXISTING SEWER
I ER
u� -- -G- - EXISTING GAS
SEWER
LEI WATER
--- - - - - -- - " Z 0- WATER METER
CALTRANS RIGHT OF WAY
----,""co � F FIRE HYDRANT
- - - - �- CONSTRUCTION C/L - - -4 - CLEAN OUT
_ * ELEVATION PER ARCHITECTS PLAN
STA 1 +30.43 n U ® REMOVE AND REPLACE A.C. WITH
HARBOR BLVD N 6" A.C. /18" C.M.B.
96 +00 97 +00 98 +00 99 +00 100 +00 1- EXISTING STEEL POST
�- C/L F RECORD EXISTING STREET LIGHT
EXISTING GAS METER
EXISTING V
NEWPORT BOULEVARD EXISTING WA ERN ALVET
EXISTING ELECTRIC VAULT
EXISTING TRAFFIC SIGNAL VAULT
_
EXISTING WATER METER
___ -- _------ -_ -- -- EXISTING AIR VAC
EXISTING TREE
EXISTING GUYWIRE
1920MIGHM
■ NO. I DATE
Mot 11 .
CONTRACTOR REFERENCES
APP. BENCH MARK NO. REFERENCE PLANS
ELEVATION NOTE TO CONTRACTOR
DESCRIPTION STANDARD DRAWING NO.
WORK STARTED:
WORK ACCEPTED:
INSPECTED BY:
DESIGNED BY:
DRAWN BY:
DATE CHECKED BY:
CHECKED BY:
SEWER CONSTRUCTION NOTES
WATER
S
CONSTRUCT 6" VCP LATERAL PER
C.M.S.D. STD. DWG. NO. S -104 -A
DWG.
& S -104 -D
INSTALL
31.
CONSTRUCT 6" PVC LATERAL PER
MODIFIED C.M.S.D. STD.
NO. 3
DWG. NO. S- 104 -A.
(SEE TABLE ON SHEET NO. I .)
32.
CONSTRUCT 6" CLEANOUT C.M.S.D.
STD. DWG. NO. S -107.
33.
REMOVE EXISTING UTILITIES. ALL
EXISTING MH FRAMES & COVERS TO BE
M.C.W.D. STD. DWG. NO. 12.
DELIVERED TO CITY CORPORATION
YARD (2300 PLACENTIA AVE)
34.
REPLACE CONCRETE PAVEMENT AND
TRENCH PER CITY OF
RELOCATE EXISTING FIRE HYDRANT. (DRY BARREL) PER DIST. STD. DWG. NO. 4.
COSTA MESA STD. DWGS. NO. 812
AND 813.
WATER CONSTRUCTION NOTES
41 .
42.
43.
44.
45.
46.
47.
48.
49.
50.
51 .
52.
53.
54.
55.
56.
57.
O
INSTALL 2"
WATER
SERVICE ASSEMBLY
PER M.C.W.D.
STD.
DWG.
NO. 2.
INSTALL
WATER
METER PER M.C.W.D.
STD. DWG.
NO. 3
& 1 6
(SEE TABLE ON SHEET NO. I .)
INSTALL 3 -2" WATER SERVICES IN COMMON TRENCH.
INSTALL 6" DOUBLE CHECK VALVE BACKFLOW PREVENTER PER
OF
M.C.W.D. STD. DWG. NO. 17 W/ 5/8" BYPASS METER IN CUBIC
FEET.
INSTALL 6" PV.C. PER M.C.W.D. STDS. (CLASS 150, AWWA, C900
WHITE).
INSTALL FIRE HYDRANT ASSEMBLY PER M.C.W.D. STD. DWG. NO.
4.
(WET BARREL)
REPLACE CONCRETE PAVEMENT AND TRENCH PER CITY OF
COSTA MESA STD. DWGS. NO. 812 AND 813.
INSTALL 6" RT. 45 DEGREE ELBOW WITH THRUST BLOCK PER
M.C.W.D. STD. DWG. NO. 12.
INSTALL 6" RT. 90 DEGREE ELBOW WITH THRUST BLOCK PER
M.C.W.D. STD. DWG. NO. 12.
INSTALL 16" X 6" HOT TAP WITH 6" R.W. VALVE PER M.C.W.D.
STD.
DWG. NO. 5 OR 6.
RELOCATE EXISTING FIRE HYDRANT. (DRY BARREL) PER DIST. STD. DWG. NO. 4.
INSTALL CASING PER M.C.W.D. STD. DWG. NO. 10 MODIFIED FOR
OPEN CUT.
INSTALL 1 -1/2" WATER METER PER M.C.W.D. STD. DWG. NO. 3
& 16.
(IRRIGATION)
INSTALL THRUST BLOCK PER DIST. STD. DWG. NO. 12.
RELOCATE EXISTING 2" AIR VAC PER M.C.W.D. STD. DWG. NO. 8-
ADJUST TO GRADE & PROTECT AS NEEDED.
INSTALL 8 x 6 A.C. x FLG. 45' ELL W/ 6 R.W. VALVE.
INDICATES PRIVATE ONSITE WATER
INDICATES PUBLIC OFFSITE WATER
DATE
QROFESS /O^
ca /91<0
CID
ui
No. C 33292 m
* Exp.06/30/94
`P/ C1VIL �Q
9TFOF CALIFO� \,
SEWER AND WATER PLANS
TRIANGLE SQUARE
PA -88 -131
!a "g Am~ � g4c.
cm. apvavwv wa PLwNW • LAW SMYEV"
PREPARED UNDER THE SUPERVISION OF:
/0 -.:;
JAMES R. MAI ND R.C.E. 33292 DATE
CITY
OF
COSTA
MESA
DEPARTMENT OF
PUBLIC
SERVICES / ENGINEERING DIVISION
Dual
OF
4
PLAN
NUMBER
J. N. 4 122 2
oil
WE
9
N e
9