S-95-2.3f
s
W
6
W
Z
J
m
rn
0`
v!
I
i
1
I
I
19 +15 -MH36
4.3(86.84)
1
15 +96 -MH37
4.6 86.16
1
1 +40 -MH133
5.2(83.67)
(
i
I
1
BIDDER'S NOTE:
ADDITIONAL PLANS AND VIDEO TAPES SHOWING SEWER SYSTEM,
ITS LOCATION WITHIN THE STREET RIGHT -OF -WAY, AND THE PROBLEMS
WITHIN THE LINES ARE AVAILABLE FOR REVIEW AT THE DISTRICT
ENGINEER'S OFFICE LOCATED AT 234 E. 17TH. STREET, SUITE 205,
COSTA MESA, CA 92627
SANTA ANA II I I 3 1 AVENUE
AREA 3
i 11
Z
IL r w s RAYMOND N AVE
W
o -
Cl- w 2 +50 -MH13 41 � 93
J J 7.4 84'18 1 TUSTIN ° AVENUE
0 +04 -MH64 3 +45 -MH79 5 +92 -MH76
7.1 83.24 12.3T84-.4-37-
2.3 84.43
( ) 1 ¢ 4.6(79.31)
42 6 +75 -MH82 0 4 +98 -MH75
8.7 83.16 1 0 5.1(78.68) `�
11.9(79.91) O1
- ALISO AVE. 1 N
w
1 i I I I
1=
¢ 0
IRVINE I I LINE UPSTREAM- DISTANCE DISTANCE
NO. DOWNSTREAM FROM FROM
0 +07 -MH MANHOLES NO. UPSTREAM DOWNSTREAM
AREA 10
w
z
Q
Q
z
w
O
¢
13 +22 -MH117
10.0(96.90) o
1 I> 17
9 +92 -MH147 ~
9.6 M 8.09 Q
Y
> U 1
° O
AREA 4 1 1 0 Q
� m
16th. STREET
Q
z
O
2
O
a
0 +00 -MH33
13.4(87.84) 18th.
\ 3 +40 -MH34
78 9.1i95.36i
SHALIMAR DR.
- - - - - - - - - - AREA 17
19th. - J I STREET
0
o
J Q
CENTER ST.
w
= Y �
Q
z QI
a
STREET
o�
W
MANHOLE MANHOLE
z
�
�
I
I
- - -
J
W
m
O419
ORANGE AVE.
227
Co
4
AREA 4
z
¢
J
147 -117
52
5.8(54 .19
OFFSET
o
CLUB ESA
1
w
5 +50 -MH190
36
3
118 -120
6.5 55.00 PL.
JOINT
4
41
79 -82
326
1 w
Of
6 +90 -MH133 54
42
1 m 3 +15 -MH
135
I I
OFFSET
I r
r--- -
- -
- - - --
2 +00 -MH92A
4 +60 -MH1 z
F- N
FULLERTON A
6.0 54.31 cn
AVENUE
N
0 _ 90
I I
10.1(52.93)
IL 1
TRUE D CANNES
1 I
¢
I 1
1
uj
il W
¢¢ 2 +22 -MH157
p
W N
N 1
1 W
W 1
TUSTIN AVE.
53
1 W
W
N 1
Cl) 5
50 +12 -MH419
n 1
4 +00 -MH28 5
1 N
N 1
1 N
1 C
9.8(69.64)
ORANGE .
I 9
9.2 70.72 /ORANGEIIJ A
AVENUE
.2 2.67 I
'9.1(68. 6
36 a
Y I
1 1
101 w
w F
I i
i
6 4
47 +40 -MH420
F 6
6)
w 1
1 i
i
+00 EMH3 W
WESTMINSTER N
N A
AVENUE N
N z
6 0
z
5.1(91.18) -
- t
ESAVE. STE 3
to I
I I 1
1 1
1 M
M J
J
3 +29 -MH282 0
0 +11 -MH283 1
0+ 5S 1
13.6(91.26) 5
1 1
1 "
5.4(90.63)
5.5 (9 0.5 4) I
I
AREA 10
w
z
Q
Q
z
w
O
¢
13 +22 -MH117
10.0(96.90) o
1 I> 17
9 +92 -MH147 ~
9.6 M 8.09 Q
Y
> U 1
° O
AREA 4 1 1 0 Q
� m
16th. STREET
Q
z
O
2
O
a
0 +00 -MH33
13.4(87.84) 18th.
\ 3 +40 -MH34
78 9.1i95.36i
SHALIMAR DR.
- - - - - - - - - - AREA 17
19th. - J I STREET
0
o
J Q
CENTER ST.
w
= Y �
Q
z QI
a
STREET
o�
I
I I
W
MANHOLE MANHOLE
z
�
�
I
I
- - -
J
W
m
O419
ORANGE AVE.
227
Co
4
AREA 4
z
¢
J
147 -117
I
I I
0 +10- MH185'
I
0 +00 -MHIOU
L - - - - - - - - - - - - - 4.5 (5 2.6 0) - - -
AREA 11
TYPE OF PROBLEM
MINIMUM
LENGTH OF PIPE
TO BE FIXED
MANHOLE MANHOLE
�
- - -
AREA 3
¢
O419
ORANGE AVE.
227
HOLE
4
AREA 4
2 +81 -MH191
17
147 -117
52
5.8(54 .19
OFFSET
o
CLUB ESA
1
5 +50 -MH190
36
3
118 -120
6.5 55.00 PL.
JOINT
4
41
79 -82
326
Z
PIPE
6 +90 -MH133 54
42
1 m 3 +15 -MH
135
6.0 55.00 0
OFFSET
BRE 4.
52 ¢�
2 +00 -MH92A
4 +60 -MH1 z
SANTA ANA AVE.
6.0 54.31 cn
0 _ 90
0 +00 -MH
10.1(52.93)
TRUE D CANNES
¢
¢
1 +00 -MH241 v~i
w
uj
w
¢¢ 2 +22 -MH157
p
o
°¢ - 5.2(U.60)
TUSTIN AVE.
53
0 +10- MH185'
I
0 +00 -MHIOU
L - - - - - - - - - - - - - 4.5 (5 2.6 0) - - -
AREA 11
TYPE OF PROBLEM
MINIMUM
LENGTH OF PIPE
TO BE FIXED
52 133 -134 78 -80 SEVERE OFFSET 4
53 157 -158 3 HOLE 3
/54 190 -191 170 BROKEN PIPE 3
I �i �.l nn nn nnr�vrn ninr t
11 +37 -MH11 (/j
17th. STREET 4.6185.50)
AREA 15
1 7 +95 -MH10
5.0(84.22) 77 11 -10 315 BROKEN PIPE 2
77
AREA 15 78 34 -33 12 HOLE 3
I
NOTE: AREA 17
CONTRACTOR SHALL CONSTRUCT NEW SLURRY SEAL 93 75 -76 69 -73 BROKEN PIPE 4
25 FEET BEFORE CUT PAVEMENT TO 25 FEET BEYOND
CUT PAVEMENT AND FROM EDGE OF GUTTER TO EDGE 101 282 -283 96 HOLE IN PIPE, OPEN CRACK 3
OF GUTTER FOR LINE NO. 52
LEGEND
M.H. STATION
M.H. NO.
2 +2 -MH15
5.2 57.60
APPROX. INVERT ELEVATION
APPROX. DEPTH FROM
RIM TO PIPE INVERT
GRAPHIC SCALE
( IN FEET )
1 inch = 600 ft.
FULL SIZE PLANS AVAILABLE
UPON REQUEST
2,00
Co
N
M
Cl)
rn
0
ch
rn
MANHOLE MANHOLE
�
- - -
AREA 3
O419
-420
227
HOLE
4
AREA 4
17
147 -117
52
SEVERE
OFFSET
2
AREA 10
36
28 -30
118 -120
OFFSET
JOINT
4
41
79 -82
326
BROKEN
PIPE
4
42
133 -64
135
SEVERE
OFFSET
4
AREA 11
52 133 -134 78 -80 SEVERE OFFSET 4
53 157 -158 3 HOLE 3
/54 190 -191 170 BROKEN PIPE 3
I �i �.l nn nn nnr�vrn ninr t
11 +37 -MH11 (/j
17th. STREET 4.6185.50)
AREA 15
1 7 +95 -MH10
5.0(84.22) 77 11 -10 315 BROKEN PIPE 2
77
AREA 15 78 34 -33 12 HOLE 3
I
NOTE: AREA 17
CONTRACTOR SHALL CONSTRUCT NEW SLURRY SEAL 93 75 -76 69 -73 BROKEN PIPE 4
25 FEET BEFORE CUT PAVEMENT TO 25 FEET BEYOND
CUT PAVEMENT AND FROM EDGE OF GUTTER TO EDGE 101 282 -283 96 HOLE IN PIPE, OPEN CRACK 3
OF GUTTER FOR LINE NO. 52
LEGEND
M.H. STATION
M.H. NO.
2 +2 -MH15
5.2 57.60
APPROX. INVERT ELEVATION
APPROX. DEPTH FROM
RIM TO PIPE INVERT
GRAPHIC SCALE
( IN FEET )
1 inch = 600 ft.
FULL SIZE PLANS AVAILABLE
UPON REQUEST
2,00
Co
N
M
Cl)
rn
0
ch
rn