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SEE SHEET 6
74.00' n
[� I 7fi.09'^ � to _
40' ��... .. ..
395.17'
20' 201
JE;ta
58.9TWLr
3.6TF 58 9TW
6TF
n 18' 18' .. 53.Lq
N. lL �L0 m 65 39' a <
^^ n m G
U <m
m 39.4 v.• z
38.9 iv HP 3 22' W L,Pi
522.08' 2 z
FL a LL
FL NOTE 6"EXT N J NI N Z DO
-FTG
4BR 32.2PE-3CR L=10 2G t LL f 231.44 \ z m
LOT 45 4.7' HIGH RETAVALL L=63' -FL 739.7 1 3 522TW
161.53
1
LOT 46 5.3' HIGH RETMALL, L=70' PE= 732.7 FF= 740.2 L=7.66 Q
FF= 733.2 15.pA' i 47 sTF m
LL/ FTGTTe.. r FTG 21.5' 38.5 5'aT SYaLL 18+7
GF= 732.7 FIG U
7.5' FL f 7� �-
GF= 739.7 3 5 lTJ fox O
\\5\�
QD
\ N m 2A
1`\ a r, ai 29.59'
318
c
z �
L=25.26' N /48.75' 5f.09' J /I
W 1 ..
WT Y P. 3136 33.61 36.75 3826 38136
n� 26:81 TC TC TC T-
13
LiR m 32.02 SEWER LINE PER WATER AND SEWER PLANS
29.67 TC 35b9
W 24 B6 28.13 TC TC 3702 41� tz z
TC TC ZC ¢ z G7
U
A1A z J 9
3887 40.fi8 TC $ a 6 C
TC
3. 31.76'
1 0 29 Si.7 22 4B. 8 4 I m
37.0
F 41.
FS La52. N 41.8
pq a
16 29.9 / m l 37.2 Ni FS
N FL / N FL
O CONSTRUCTION NOTE GF= 731.0 22.53
36 7 y
FL
29.9 GF= 738.3 42.3
DRIVE APPROACH PER MODIFIED RIVERSIDE FL 4"IXT FL
COUNTY STANDARD NO.207 ON SHEET 2. FTG 0
13
F XT
GF= 743.1
FTG 4 L
i
PE= 731.0 9'06
s Exr
FF= 731.5 8•ExT fo'
FTG ,3C 30 4 1 FrG PE= 738.3
PE= 743.1
s FF= 738.8 FF= 743.6
42.s
' 2v
30.7 2A 378 n 4B
�2 � FL
FL ... �.
'lE �pp4F' i4 42.3 42.8 N'
t � •Ci'" J� 373 30.0 FP
N QJ
al `� so FL ... _�.' NOTE.• I o cn
c�',� 4'P.V.C.DRAIN PIPE OR EGUIVALENT y G
OQ 4'POP-UP DRAINAGE EMITTER
FL @ ,�u+. iz�Nu,. �x N1nP�� 31J6 `v 0 4'ROUND GRATE
OUTLET. z �(N 31.6 FG
FG C
DO
S%MIN. ¢ Pys'L 3R.4 •
ti YY_ 43.6
.. 4-PVC SCHEDULE 40 ,p� FG I ICT7
Q" FG 39.0 J7
ti 4� 757z 8253' CERTIFICATION: I a
44.1 THESE PLANS HAVE BEEN REVIEWED FOR CCAWLIANCE
m WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
o FG APO/OR CITY AND STATE LAWS.AND A PERMIT CAN GRAPHIC SCALE 1"=20'
4
119.80' BE ISSUED.
0 20 40 60
Q KEN SEUMALO R.C.E.N0. 56915
NOTE: SEAL-ENGINEER A L 8 E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS us1CIVIL ENGINEERS SHALL NOT COMMENCE UNTIL AN a 3788 MCCRAY ST. ML22-4-54 BRASS DISK SET Da TOP OF IN THE COUNTY OF RIVERSIDE, CALIFORNIA
D�0?`110D" �n RIVERSIDE CA. 92506 CONCRETE POST AT NORTHWEST CORNIER TRACT CT N 7
ENCROACHMENT PERMIT AND/OR A 1f1PiV iV
a a ` A S I A T E$ OF FiAMNER AVE.AHO SCHL.EISMAN RD.37.ON
i GRADING PERMIT HAS BEEN ISSUED. a (909) 686-1070 PRECISE GRADING PLAN
o OF
1Nzefu CONSULT OF PP.#7 5. LO'Y1 OF MARKS AVE. .
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � G OF PP.627.50. 1.05 OF A MARKER POST.
US �� 7 ELEV=627504
0.1YSW0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. E7�.IE-31-7b A LOTS: 18-22, 45-46 OF 7 SHEETS
o IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
m YW DIG - YOU DIG DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE ier� �� PAR�PR{ C58502 SCALE: FILE N0.
Oo TOLL H'x¢ A pueuc uvla ev I- -uY-Z6� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS OF G 3/l p H: AS SHOWN V: N/A FOR: W.0. F.B.
EU UNpERGI1WND SEPVICE AIFRE FOR APPROVAL Br THE COUNTY. ENGINEER CITY DATE f2-31-06 K.HNWIAN FORECAST 02-23(1
PLAN CWEaK OP"VAL-5" S40-r
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