S-91-1.3n
00 w
ir� m � � �' 400 , �l \, � •. \���
+w / o ,'r V A� LEGEND:
m . o. X
\
N 'N %' \a T.C. TOP OF CURB ELEVATION
pP' ,' L= 40.46'
F.S. FINISHED SURFACE ELEVATION
N_.46'37'S7" E :u \ \ xp
r \ F. L. FLOW LINE ELEVATION
�O
' ?+ ,; " F.G. FINISH GROUND ELEVATION
N 83.64 SO y 4 48 5 , _ \ \ `\ 0t` SHEET MATCH LINE
X Op -- cf \ IK TRACT BOUNDARY
�,' • 4_ "�``` `,'\ \ f \ \ Ox�G�� FF =XX.XX FINISHED FLOOR ELEVATION
PAD =XX.X PAD ELEVATION
41 . f f -- \ `. 'qL b Q�� (XX.XX) EXISTING ELEVATION
41 j y _ __ H.P. HIGH POINT ELEVATION
l ON VAULT
41 • / �L \ tj X DIRECTIO N OF FLOW
FF= 9.83 6� 01A P STIC �rE \\ X EXISTING SPOT ELEVATION
5 \``. 1' -RJR RIDGE LINE
. - - - \ \'\. S� k
G. B. GRADE BREAK
3 9 • i ' C OW _ Q�JG \ \ xOO \ T.W. TOP OF WALL
BA
4 % DEVIC �� �`' T.F. TOP OF FOOTING
4 INDICATES 2:1 SLOPE
x-6ELP� J -�•L• BUILDING SETBACK LINE
+75 ,r3 \ \ \ \ \\` cPcb EXISTING SEWER
■ NO. I DATE
t �f
E =93.46
2" WATER SERVICE
S
CONSTRUCT 6" VCP LATERAL PER
C.M.S.D. STD. DWG. NO. S -104 -A
DWG. NO. 2.
& S -104 -D
WATER METER PER
31.
CONSTRUCT 6" PVC LATERAL PER
MODIFIED C.M.S.D. STD.
FF
92.63
t
FF =9F 2.9
32.
CONSTRUCT 6" CLEANOUT C.M.S.D.
STD. DWG. NO. S -107.
101 +00
-i -
----------------------------------- -
REVISIONS
DESCRIPTION
CALTRANS RIGHT -OF -WAY
r CONSTRUCTION C/L
102 +00 1
+ C/L OF RECORD
FLOW
APP.
CONTRACTOR
WORK STARTED:
WORK ACCEPTED:
INSPECTED BY:
\\
SEWER CONSTRUCTION NOTES
2" WATER SERVICE
S
CONSTRUCT 6" VCP LATERAL PER
C.M.S.D. STD. DWG. NO. S -104 -A
DWG. NO. 2.
& S -104 -D
WATER METER PER
31.
CONSTRUCT 6" PVC LATERAL PER
MODIFIED C.M.S.D. STD.
1 6.(SEE TASLEON SHEET NO. 1 )
DWG. NO. S- 104 -A.
32.
CONSTRUCT 6" CLEANOUT C.M.S.D.
STD. DWG. NO. S -107.
33.
REMOVE EXISTING UTILITIES. ALL
EXISTING MN FRAMES & COVERS TO BE
M.C.W.D. STD. DWG. NO. 12.
DELIVERED TO CITY CORPORATION
YARD (2300 PLACENTAI AVE)
34.
REPLACE CONCRETE PAVEMENT AND TRENCH PER CITY OF
COSTA MESA STD. DWGS. NO. 812
AND 813.
WATER CONSTRUCTION NOTES
EXISTING WATER 41.
- - - EXISTING GAS
SEWER
WATER 42
o- WATER METER
♦ FIRE HYDRANT
• CLEAN OUT 43.
* ELEVATION PER ARCHITECTS PLAN
® REMOVE AND REPLACE A.C. WITH
6" A.C. /18" C.M.B. 44.
EXISTING STEEL POST
EXISTING STREET LIGHT
EXISTING GAS METER
Ox6��, �� EXISTING EDISON VAULT 45.
EXISTING WATER VALVE
EXISTING ELECTRIC VAULT
C-7 EXISTING TRAFFIC SIGNAL VAULT 46.
EXISTING WATER METER
EXISTING AIR VAC
EXISTING TREE 47.
EXISTING GUYWIRE
48.
u `
D ETAI L 49
N.T.S.
4g AA ` INSTALL G WYE
50.
A
EXIST SEWER SERVICE(�D
` \ CLEANOUr
INSTALL 6' WYE 53.
IN \
• � � � 55.
•DTA PLASTIC PIPE
\per IS ❑N VAULT
PLASTIC PIPE \
0 5
7 ,
EXIST. �E,,aN -�
\
104 +00 105 +00
NEWPORT BOUL YARD
REFERENCES DESIGNED BY:
DRAWN BY:
BENCH MARK NO. REFERENCE PLANS
ELEVATION NOTE TO CONTRACTOR
DESCRIPTION STANDARD DRAWING NO.
1 6 +00
DATE
CHECKED BY:
CHECKED BY:
107 +00 107 +21.93
-I
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 TASLEON SHEET NO. 1 )
INSTALL 3 -2" WATER SERVICES IN COMMON TRENCH.
INSTALL 6" DOUBLE CHECK VALVE BACKFLOW PREVENTER PER
PER DIST. STD.
M.C.W.D. STD. DWG. NO. 171 W/ 5/8" BYPASS METER IN CUBIC
FEET.
INSTALL 6" P.V.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)
DWG. NO. 8.
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.
x 6" A.C.
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
oQROFESS�bJ�
Zv
No. C 33292 rri
EXP.06/30/94
�9T Crvh-
FOF rAI 1F
SEWER AND WATER PLANS
TRIANGLE SQUARE
PA -88 -131
fait' ;WV94k, RAC,
J1A IImMl AVDILC GO!)A 1[St G M.1. X • (111) "I-4M
PREPARED UNDER THE SUPERVISION OF:
/O So -to
JAMES R. MAIT ND R.C.E. 33292 DATE
CITY
OF
COSTA
MESA
DEPARTMENT OF
PUBLIC
SERVICES / ENGINEERING DIVISION
SHEET
OF
4
PLAN
NUMBER
I KI A177
f
m