S-2009-1.2�r
r
i
tK
OA�e
ry
ti
0
U
17
ifel
ffj
I ! I f
8" WATER
_j
i
206.80 LF F 8" SDR35
PRIVATE SEWER
+00 5+
STA 0 +73.00
50.2 PE
5
CO #2
50.78 FF
HORIZ. : 1 Y = 20'
VERT.: 1 " = 2'
50.4 PE
4 +00
3 +00
50.98 FF
r\
M
1+00
0 +00
N
13
0
SANTA ANAL
AVENUE /EX. MH
x
14
nu
48
48
49.0 PE
48.5 PE
+h
49.7 PE
49.2 PE
49.58 FF 48.7 PE 48.5 PE
48.3 PE
48.3 PE
49.08 FF
48,5 PE
48.4 PE
1
2 123
50.28 FF
49.78 FF
49.28 FF 49.08 FF
48.88 FF
48.88 FF
48.98 FF
III 49.08 FF
0 3
r
t
48.9 PAD
114
8
3
0
' " 7 6
5
4
Lm
N _ Lei
10
OI lei
~
(A
N - -- -
-
O
o
C)
CIS!
0 r7 I�
0
f OI 0
r
NO PAMMIG
low
T
cli
O +
PROP. SD PIPE
_ Q 0 v
Q
4
+
N O
m M7 s
1
2
H
8' VCP
PROPOSED FINISHED SURFACE OVER SEWER MAIN
�
ILL---
I c~n
CMSD STA
4+
N
I ! I f
8" WATER
_j
i
206.80 LF F 8" SDR35
PRIVATE SEWER
+00 5+
STA 0 +73.00
50.2 PE
5
CO #2
50.78 FF
HORIZ. : 1 Y = 20'
VERT.: 1 " = 2'
50.4 PE
4 +00
3 +00
50.98 FF
r\
M
1+00
0 +00
N
13
0
SANTA ANAL
AVENUE /EX. MH
x
14
nu
48
48
50.0 PE F50.38 .8 PE
50.58 FF FF
I
12
O
N
N
203.62 LF OF 8" SDR35
PRIVATE SEWER
LAT. "A"
�I
w
/�r�
50.21 LF OF 8" SDR35
PRIVATE SEWER
PRIVATE I PUBLIC
~EWER SEA
n �
I I I
LAT. "C" 1
18" S.D.
1.04 CLEAR
I �
I I
I i
t /EX. 12" WATER
X41..
0.5% I
POINT OF CONNECTION O
0 PUBLIC SEWER �x
x0 OF/y�
OOx���
100.81 LF OF 8" VCP 5 I 30„ LF
OF 8 VCP
- PRIVATE SEWER PUBLIC SEWER
PROFILE SCALES
rn M - V+VV.UU JI C - a7 x � - � xo ►weave
3 4 STA 3 +96.64 - -
a7 x C.Lx
MH 4 2 2 a 3 4 HA 3 -
_ _ _ _ Q
n 5 8" SDR35 in 2 N!0 3856E 12000'
1 ° LOT A 2 - ST�L� �A'� 0 LATER) AT P.LP
vx a�x
D x �-
Iv
!-+ '� �1 p CMSD TAI 3 +94.61 w =
L4 N o EXISTING SINGLE FAMILY RESIDENCE g g T O +00.00
o MH #1 V
N
O N h a a LL I
23 29 AMA PARR' co 01
20 21 22 ; ,tike 24 25 26 27 2 '�; - 30 31 32 z i w w w
o I ,� � 8 �,I I
po
50.8 PE 50.3 PE 50.1 PE 49.9 PE o 49.3 PE 49.1 PE �� 48.9 PE 48.fi PE 48.6 PE N40'J85W E 120.000' I
50.48 FF `� 49.6 PE �; 48.2 PE 48.2 PE 49.18 FFG �� -� -��-
51.38 FF 50.88 FF 50.68 FF 50.18 FF 49.88 FF 49.68 FF 49.48 FF 48.8 PE U) 49.18 FF 48.78 FF 48.78 FF 3
49.38 FF "'
N LOT B NN
N
N40:W 56 -
77.28' - 33.23' 31 31.00' 40.91' _ 36.56' m 31.00' � 31.00' - m 31.00' _ m � 1. m 41.33' _ . 31.00' 35_.00' I 32.3 _ _ � 120.0_ _ = PSov, -- I
o CONSTRUCTION NOTES (PRIVATE SEWER) CONSTRUCTION NOTES (PUBLIC SEWER) COUNTY OF ORANGE
DO �� - tO INSTALL 8" SDR35 SEWER MAIN 4 INSTALL MANHOLE COVER PER CPC, 2001 EDITION. to INSTALL 8" VCP SEWER MAIN O TRENCHING AND BEDDING PER CMSD STD S -112 ��JJ�j SCALE. 1 " -2� INSTALL 8" VCP SEWER MAIN O INSTALL CLEAN OUT PER CPC, 2001 EDITION. O INSTALL 48" I.D. MANHOLE PER CMSD STD S -100 to CONNECT TO EX. SEWER PER CMSD INSPECTOR SEWER PLAN
to
�
5 15• O INSTALL 4" SDR35 SEWER LATERAL PER CPC, 2001 EDITION. O TRENCHING AND BEDDING PER CPC, 2001 EDITION. BO INSTALL MANHOLE COVER PER CMSD STD S -105 TENTATIVE TRACT MAP NO. 16924
o o o' zo ao' so 1572 ORCHARD DRIVE
3O INSTALL 48" I.D. MANHOLE PER CPC, 2001 EDITION.
e DESIGNED BY: HK APPROVED BY:
BASIS OF BEARNNC3S: REVISIONS PREPARED FOR:
DATE: 10/21/06
SEE SHEET NO. 1
NO. DESCRIPTION BY DATE APPROVED lz ESS /p� AND LAND PLANNER DRAWN BY: lic
� z 3CV3C]1'0pT p N
SURVEYOR
DATE
LATEST BY: SM SHEE T
T LEGAL DESCRPTIOt 44560
SEE SHEET NO. 1
d # Ezp. 3- 31 -2D&D8
ONSIILTANTS CIVIL E N G I N E E R
DATE: 04/0/07
OF CIVtv woar► TusTM wvUnwm PLOTTED BY: SM
Or CALIF (714), el-30- 0770 o c� <7isi