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JOIN EX. 8" ACP
9'X6" 45' ELL &
6" RW VALVE
USE EX. 8 ACP
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BACK FLOW DEVICES 41 42 w
TO BE LOCATED IN LANDSCAPEING
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SEWER CONSTRUCTION NOTES
8
S
CONSTRUCT 6" VCP LATERAL PER
C.M.S.D. STD. DWG. NO. S- 104 -A
43.
& S -104 -D
44.
S
CONSTRUCT 6" PVC LATERAL PER
MODIFIED C.M.S.D. STD.
45.
DWG. NO. S- 104 -A.
32.
CONSTRUCT 6" CLEANOUT C.M.S.D.
STD. DWG. NO. S -107.
33.
REMOVE EXISTING UTILITIES. ALL
EXISTING MH FRAMES & COVERS TO BE
COSTA MESA STD. DWGS. NO. 812 AND 813.
DELIVERED TO CITY CORPORATION
YARD (2300. PLACENTIA AVE)
34.
REPLACE CONCRETE PAVEMENT AND
TRENCH PER CITY OF
INSTALL 6" RT. 90 DEGREE ELBOW WITH THRUST BLOCK PER
COSTA MESA STD. DWGS. NO. 812
AND 813.
3
0 ° LEGEND:
o � T.C. TOP OF CURB ELEVATION
( F.S. FINISHED SURFACE ELEVATION
11 F.L. FLOW LINE ELEVATION
/• �> 0'S. 0 F.G. FINISH GROUND ELEVATION
SHEET MATCH LINE
.� TRACT BOUNDARY
o
A:� °
FF =XX.XX FINISHED FLOOR ELEVATION
PAD =XX.X PAD ELEVATION
/ /
o (XX.XX) EXISTING ELEVATION
H.P. HIGH POINT ELEVATION
Y DIRECTION OF FLOW
EXISTING SPOT ELEVATION
� XX•X
' z 0 Z
RIDGE LINE
G.B. GRADE BREAK
W T.W. TOP OF WALL
... __ -- - " W T.F. TOP OF FOOTING
0,7Z 8_ `5 Z29 -$4' 620 INDICATES 2:1 SLOPE
_.........
to . BUILDING SETBACK LINE
O c�ry 1 ------- - -- EXISTING SEWER
W- -- EXISTING WATER
n T - - EXISTING GAS
w SEWER
'i W WATER
- - - - -- CALTRANS RIGHT OF WAY _000 l z F
WATER
IRE HYDRANT
r CONSTRUCTION C/L _ - -4 - CLEAN OUT
ELEVATION PER ARCHITECTS P
® REMOVE AND REPLACE A.C. W
5TA 1 +30.43 N 6" A.C. /18" C.M.B.
HARBOR BLVD
95 +00 96 +00 97 +00 98 +00 99 +00 100 +00 Q - EXISTING STEEL POST
�- C/L ppF RECORD < EXISTING STREET LIGHT
_ EXISTING GAS METER
EXISTING
NEWPORT BOULEVARD EXISTING WA ERN A V VET
_ r EXISTING ELECTRIC VAULT
EXISTINGTRAFFIC ---- - - -- -- ---- -- - - -- ----------- - - - - -- ---- - -- - -- -- - - - - -- - -- - - - -- -- -- - - -- - - - - - -- - - - -- -- - ---- --- - - - - - - -; - - - -- -------------------- - - - - -- - -- ----- - - - - -- - ---- - - - - -- - -- -- I - - -- EXISTING WATER ETER
VAC
SIGNAL VAU
EXISTING TREE
EXISTING GUYWIRE
BROADWAY
REVISIONS
I NO. I DATE I DESCRIPTION I APP.[
CONTRACTOR
WORK STARTED:
WORK ACCEPTED:
INSPECTED BY:
REFERENCES
BENCH MARK NO. REFERENCE PLANS
ELEVATION NOTE TO CONTRACTOR
DESCRIPTION I STANDARD DRAWING NO.
DESIGNED BY:
DRAWN BY:
DATE CHECKED BY:
CHECKED BY:
WATER CONSTRUCTION NOTES
8
INSTALL 2" WATER SERVICE ASSEMBLY PER M.C.W.D. STD. DWG. NO. 2.
42.
INSTALL WATER METER PER M.C.W.D. STD. DWG. NO. 3 & 16 (SEE TABLE ON SHEET NO. 1.)
43.
INSTALL 3 -2" WATER SERVICES IN COMMON TRENCH.
44.
INSTALL 6" DOUBLE CHECK VALVE BACKFLOW PREVENTER PER
M.C.W.D. STD. DWG. NO. 17 W/ 5/8" BYPASS METER IN CUBIC FEET.
45.
INSTALL 6" PVC. PER M.C.W.D. STDS. (CLASS 150, AWWA, C900 WHITE).
INSTALL FIRE HYDRANT ASSEMBLY PER M.C.W.D. STD. DWG. NO. 4.
46.
(WET BARREL)
47.
REPLACE CONCRETE PAVEMENT AND TRENCH PER CITY OF
COSTA MESA STD. DWGS. NO. 812 AND 813.
[48.1
INSTALL 6" RT. 45 DEGREE ELBOW WITH THRUST BLOCK PER
M.C.W.D. STD. DWG. NO. 12.
149.1
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.
50.
DWG. NO. 5 OR 6.
51 .
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
52
OPEN CUT.
53.
INSTALL 1 -1/2" WATER METER PER M.C.W.D. STD. DWG. NO. 3 & 16.
(IRRIGATION)
54.
INSTALL THRUST BLOCK PER DIST. STD. DWG. NO. 12.
55.
RELOCATE EXISTING 2" AIR VAC PER M.C.W.D. STD. DWG. NO. 8
56.
ADJUST TO GRADE & PROTECT AS NEEDED.
57.
INSTALL 8" x 6" A.C. x FLG. 45' ELL W/ 6" R.W. VALVE.
INDICATES PRIVATE ONSITE WATER
OINDICATES
PUBLIC OFFSITE WATER
LAN
ITH
may°
DATE
oQROFESS /p^r9
krQ� SFcNY
N0. C 33292 m
* Exp.06/30/94
cP�y)fOF CAL1F0��\Q
SEWER AND WATER PLANS
TRIANGLE SQUARE
PA -88 -131
CWL cwwaaw LAND PLAW" • LAW wmcrw
PREPARED UNDER THE SUPERVISION OF:
/I-yr
JAMES R. MAI ND R.C.E. 33292 DATE
2
SHEET
OF
4
PLAN
NUMBER
.N. 41 LL
CITY OF COSTA MESA
DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION
.N. 41 LL