S-96-1.2i
N
2
W
3
W
2
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U
LL
s+l
c+J f
PROPOSED F.S.
� O SEWER
O
•
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0)
.W
Q W
V)
W W >*
Z .� w
LI �• �.
.J V) ^0 JG
y �^
U
S- 0.0020
CONST. 131.01 LF. - 15" V.0 . SEWER
pi
O
� N
+�
0)
•W
W
Cn =
(n
W W
Z W
J (n
U
1-
Q
o
STREET CURVE DATA "
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CURVEI
DELTA
RADIUS
LENGTH
TANGENT
Cl
180'00'00"
2.00'
6.28'
C13
93'07'13"
25.00'
40.63'
26.40'
C2
05'12'10"
885.00'
80.36'
40.21'
C14
87'17'30"
25.00'
38.09'
23.85'
C3
05'04'29"
857.00'
75.90'
37.98'
C15
07'54'41"
850.00'
117.37'
58.78'
C4
05'04'29"
853.00'
75.55'
37.80'
C16
11'25'17"
850.00'
169.44'
85.00'
C5
04'47'28"
815.00'
68.15'
34.10'
C6
11'25'17"
815.00'
162.46'
81.50'
C7
06'09'39"
843.00'
90.65'
45.37'
C8
07'43'58"
857.00'
115.66'
57.92'
C9
11'25'17"
885.00'
176.42'
88.50'
C10
90'00'00"
1 35.00'
54.98'
35.00'
C11
179'59'44"
2.00'
6.28'
C12
01'12'58"
853.00'
18.10'
9.05'
COSTT. 296.00 L.F. I- 1S V.C.P. SEWER
N
D NORRIS- REPKE.INC.
C .ltlng CINI Engin""ra and Land S.rnyo
600 N. TUSTIN AVENUE QROFESSIOp�
I SUITE 250 �O P�� G. 8
SANTA ANA CA. 92705 -3736
' TEL. 714) 973 -2230
FAX. (714) 973 -2263 No. C44642
3/31/9F
st�7E0F CAE�EO
' RANDALL G. BERRY, RCE 44642 DATE
1 "- 20'
1 "- 2'
EX. GRADE
O SEWER
x
vi �14,
uli
g
5
SEE SHE
10
SEWER CONSTRUCTION NOTES
90 CONSTRUCT 15" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
92 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
93 CONSTRUCT MANHOLE PER CMSD STD. NO. S -100
UR OTEC T IN PLACE EXISTING GAS LINE, SUPPORT IF REQUIRED. EDDING do 8ACKFILL SHALL BE PER COSTA MESA SANRARY
DISTRICT STD_ DRAWING N0. '5 -112
QBEDDING A: STANDARD REQUtREMENT
BEDDING 8: 3/4" CRUSHED GRAVEL SS
BACKFILL: COSTA MESA STD. DRAWING NO. all J
r
fx
X '
aTER
N
N
Z
r
r
i
r
r a,
AS-BUILT: f /9 X96
ISSUE DATE: 8/14/95
PLAN AND PROFILE FOR THE SEWER IMPROVEMENTS ON SHEET
SUSAN STREET 11
MM Sf k 20f a= TO 9U LOVA i AM OP- Z SHEETS
CITY OF COSTA MESA
SUS- ST6.DWG JN 5403