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9
7
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ENGINEER'S STAMP: �R*ES5 At� PLMB RWA/M UIDM nE S1 ISMOM OP
No. 45591
* � 12/31/W
CIW1�
bs a� cwt`
FRED CORNWEI.L R.C.E. 45591 DATE ;
12
L — J
J
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30 1
I l
29
13
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I
1
L
0
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13 1 i — 14 I —15
°
L — J °
PRIVATE STREET .
I 31 31
O SEWER LINE
Ln N89`58'46 "W 6
1 LOT "A" 4 4
WATER LINE "A ti O
5
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II I I
1
I
16 I
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— ; co
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17
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MATCHIM
CONSTRUCTION NOTES
CONST. 8" V.C.P. SEWER MAIN W/ BEDDING PER CMSD STD. DWG. 5 -112
1 CONST. 48" MANHOLE PER CMSD STD. DWG S -100
CONST. 6" V.C.P. SEWER LATERAL PER CMSD STD. S -104 -A
• LAY ALL WYES FLAT
@�-CONST. 6" D.I.P. SEWER LATERAL (HOT DIP BITUMINOUS COATED AND MECHANICAL JOINTS)
NOTE: NO JOINTS WITHIN 10' EITHER SIDE OF WATERLINE
e�--CONST. 8" D.I.P. SEWER LATERAL SHOT DIP BITUMINOUS COATED AND MECHANICAL JOINTS)
NOTE: NO JOINTS WITHIN 10' EITHER SIDE OF WATERLINE
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0 18
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1.79 R °2 LOT "B" N88014 40 W I 72.
noWA LOT
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.
f4 C
BACK -
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1
D" CE
3' PUE 20 I
5'
E
5 108.09 LF WA M? LINE
ITE 32
— — — —
— — —
LOT 6'
MATGtIE
SEE SHT. 4
@- CONST.
8" PVC CL. 150 C900 AWWA (WHITE) WATERLINE
— CON ST. STD. FIRE HYDRANT PER MESA CONSOLIDATED
1 CONST. 1" COPPER SERVICE ASSEMB Y PER MESA CON OLIDA D
do BOX �22 GPM
l°
WATER
9
7
Lo
71
i I 31
J S'
14' 1AP
8 r 3
• 4
— — _
• W
N 6
0 z
7 8+38;94 31
ENGINEER'S STAMP: �R*ES5 At� PLMB RWA/M UIDM nE S1 ISMOM OP
No. 45591
* � 12/31/W
CIW1�
bs a� cwt`
FRED CORNWEI.L R.C.E. 45591 DATE ;
12
L — J
J
I �M
30 1
I l
29
13
Ji I
N
I
1
L
0
C=
I f I I
I I I
13 1 i — 14 I —15
°
L — J °
PRIVATE STREET .
I 31 31
O SEWER LINE
Ln N89`58'46 "W 6
1 LOT "A" 4 4
WATER LINE "A ti O
5
Iwo-
II I I
1
I
16 I
❑ l
— ; co
23.83'
"A "ST 5
�i
17
1, .r-
❑ ❑
111 // 111 II ® ��111
, ma�yy/ YI'I %T' • r �.�1✓��� ' � � -
� 17
I
O I
MO
i 4 1
MATCHIM
CONSTRUCTION NOTES
CONST. 8" V.C.P. SEWER MAIN W/ BEDDING PER CMSD STD. DWG. 5 -112
1 CONST. 48" MANHOLE PER CMSD STD. DWG S -100
CONST. 6" V.C.P. SEWER LATERAL PER CMSD STD. S -104 -A
• LAY ALL WYES FLAT
@�-CONST. 6" D.I.P. SEWER LATERAL (HOT DIP BITUMINOUS COATED AND MECHANICAL JOINTS)
NOTE: NO JOINTS WITHIN 10' EITHER SIDE OF WATERLINE
e�--CONST. 8" D.I.P. SEWER LATERAL SHOT DIP BITUMINOUS COATED AND MECHANICAL JOINTS)
NOTE: NO JOINTS WITHIN 10' EITHER SIDE OF WATERLINE
i
J
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0 18
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+ L— [ I
SE R
1.79 R °2 LOT "B" N88014 40 W I 72.
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I
19
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.
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BACK -
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1
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5'
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ASFM
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i • '
2
m
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W3
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c�
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6" A.
VERT. 1 "= 2'
HORIL 1" =20'
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ICON7ACI OR TO coNF7RAl EXACT
ILOCA ON f�F EXIS77NG FACIL171ES
BEFO C STRUCTION. THE
ICON C SHALL ADVISE THE
ENGIN ER RECORD IF THE
ILOCA ON THE EXISTING FACILITIES
ARE OT NSTRUCTED PER 77-US PLAN.
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3 I I ° RETURN 70 CORPORA MIN
YARD, 2300 PLACEN17A AW,
°� I I W COSTA MESA.
I REMOVE MAhfW SECIIQVS
70 3' BELOW SURFAC& FAL
ap I 1 f N ni SOD- CEAEWT StURRK
REPAVE PER CITY OF COSTA
W MESA REOUI REAEN7S
II
ICI
IMPROVEMENT PLAN
SEWER & WATER
TR, 15570
CITY OF COSTA MESA
5 SHEET
6-
8
PLAN
NUMBER
II
t
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E
5 108.09 LF WA M? LINE
ITE 32
— — — —
— — —
LOT 6'
MATGtIE
SEE SHT. 4
@- CONST.
8" PVC CL. 150 C900 AWWA (WHITE) WATERLINE
— CON ST. STD. FIRE HYDRANT PER MESA CONSOLIDATED
1 CONST. 1" COPPER SERVICE ASSEMB Y PER MESA CON OLIDA D
do BOX �22 GPM
WATER DIST. STD. DWG. NO. 4, WET BARREL
WATER
DIST. STD. DWG. N0. 1dt2 W%3/4" MTR
I- CONST. TYPICAL SIPHON PER MESA CONSOLIDATED
@-- CONST.
8" R.S. GATE GT.xFLG.VALVE PER MESA
DR. 14
WATER DIST. STD. DR. 26
CONSOLIDATED
WATER DIST. STD.
98 CONST. CASING FOR CARRIER PIPE PER MESA CONSOLIDATED WATER
&-- INSTALL
8" GT. R.S. GATE VALVE
DIST. STD. DWG. NO. 10 W/ UNI -FLG. RESTRAINED CASING SPACERS.
- CONST.
8" G.T., D.I. 45' ANGLE
9C
C900 (NMITE)S& J0IN EX. 6�'A.C.P.VASCNEEDEb
55 ONST.
8 "x6" FLG. D.I. TEE W /8" GT.xFLG. ADAPT.
9D INSTALL 1" SERVICE W/ 1" METER FOR :DWG. PER
MESA CONSOLIDATED WWATER DIST. STD. DWG. N0. 1, 3 do 23 (16 GPM)
®--- CONST.
TRUST BLOCK PER MESA CONSOLIDATED
�- PROTECT AND ADJUST TO GRADE EXISTING 1 1/2" WATER METER
WATER
DIST. STD. DWG. N0. 12
FOR IRRIGATION PER DIST. STD. DWG NO. 2,3 & 23 (34 GPM
• WA*! O
ASFM
1 T— � )
i • '
2
m
Q
I I
W3
oEn
Z CO
c�
r2'
6" A.
VERT. 1 "= 2'
HORIL 1" =20'
I �I
! II
ICON7ACI OR TO coNF7RAl EXACT
ILOCA ON f�F EXIS77NG FACIL171ES
BEFO C STRUCTION. THE
ICON C SHALL ADVISE THE
ENGIN ER RECORD IF THE
ILOCA ON THE EXISTING FACILITIES
ARE OT NSTRUCTED PER 77-US PLAN.
Lij
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II
0
z II
o �I I
CJ
Q i
n <
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I =
(� O
CO � �
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I1
f,1
ti cj
< REMOVE FRAiE t COVI R
3 I I ° RETURN 70 CORPORA MIN
YARD, 2300 PLACEN17A AW,
°� I I W COSTA MESA.
I REMOVE MAhfW SECIIQVS
70 3' BELOW SURFAC& FAL
ap I 1 f N ni SOD- CEAEWT StURRK
REPAVE PER CITY OF COSTA
W MESA REOUI REAEN7S
II
ICI
IMPROVEMENT PLAN
SEWER & WATER
TR, 15570
CITY OF COSTA MESA
5 SHEET
6-
8
PLAN
NUMBER
II
t
.o