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SEE SHEET 5
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� 15256'
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18'
2 18
5 M
f'. m LL 2 -\... 65.66'
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1 1FIG �n x: r. 23' LL LO•• a D
FTG ° m 5
NN m ^ $ m
151.69• ... ...�.. • it II LL
LLI
70.0 'NOTE .
LOT 16 4.0' HIGH RETNALL, L=63' 2�
P \ a ^' m
10'DRAINAGE L
LOT 25 3.3' HIGH REYUALL, L=57' EASEMENT mZ r 17.6TW 19
17
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HP 155.08'
11
1
16 .6TW n
m S 15.6TF g
FL N 5.TF
a, z
132
163 HP
... B 1A F` AF L FL
F !R �I
L P LLm
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o
PE= 717.0 i 4C 21
FF= 717.5 1 PE= 713.5 sta. fo 97.49 n b LL
9 ExT FF= 714.0 m II o In 74.15'
t
5' FTG <`� +;r/ 9.5% ti
5 17.08' 8"EXT Ljj 11 ��
9'EXT FT G 3"EXT I 2A ° ❑.LL w F
FT G C FIG
�Y-� GF= 713.5
l• 1 GF= 717.0 12 12'3 w
FL ,08, FL J50.00'
.7 mCl 15.7 q FL rn 9 TGT
WFL 4s. -,. O
W7 00 6d.82 �t(Q'� 5 n ,- {py SJ
Sta. f0+30.74 -I In O a o D
15A7 " 1232 11.49 SO b2 09.9
T Y P. TC TC TC TC TC Z y!.! 0.LLLL Z
WR SEWER LINE PER WATER AIJO SEWER PLANS
NOTE: W < ED
.35% - \ ° s 3ITT
4'•P.V.C.DRAIN PIPE OR EQUIVALENT � 18 ` 4 , -
m I
Q 4•POP-LIP DRAINAGE EMITTER " �.a ... ... 30•
O 4"ROUND GRATE TC T " TC TC 7C 09.75
1 J •,.t9 z.. TC TC 09.34 09.02 �
Tc
12A
FL
c c$p J 5 GF= 718.5 17A 5' f0.6 /n
4,A v 1FL FL GF= 714.0 ' \.
a Q_xS" ° 6-EXT 5' f0.7
5.49' FTG 12.8
Y-�C�"0�'�O qva�(7�'1�C�' •Q" 1 FL GF= 712.0
9"EXT ° ° FIG
FTG 6"EXT 14' FTG O
t 43
Q,wp L III
�AD FTG
Frz wtH. a 1x w 9, 1 IBM FT
PE= 714.0 \ \
1%MIN. a a PE 71B.5 �..
\ I -
FF= 719.0 FF= 714.5 � �
4"PVC SCHEDULE 40 �`' 2BR i 3CR 1 p \ m
OF
13.4 i3.1 PE= 712.0 9 \�. \
FL 13.7 FL FF= 712.5 1 \ 14
R a „1
nA vA HP 1AR
Fl 162 FL �... ... \ %
6S \\ 125 \ CONSTRUCTION NOTE
K CO
11.3 F� DRIVE APPROACH PER MODIFIED RIVERSIDE m
FL 11.7 11.3 \ COUNTY STANDARD NO.207 ON SHEET 2.HP
I A
CERTIFICATION r 67.49'O� 2 �.- FL y3'2 n
\
r
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 6., 14.3 1 G \
WITH TIE APPROPRIATE CONDITIONS OF DEVELOPMENT FG 6f.e5' S 1
-^ 95'�AND/OR CITY AND STATE LAWS.AND A PERMIT CAN `S• GRAPHIC SCALE 1"=20'
n BE ISSUED. --
03AS 1 1 / 0 20 40 60
q KEN SEUMALO R.C.E.N0. 56915 I
p NOTE: SEAL-ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
o O WORK CONTAINED WITHIN THESE PLANS Qg T�g��® CIVIL ENGINEERS
SHALL NOT COMMENCE UNTIL AN �ppFEsst �V/®YJ j[Li��[}Li� 3788 MCCRAY ST. ML22-4-64 BRASS DISK SET ON TOP of IN THE COUNTY OF RIVERSIDE. CALIFORNIA
tA.LEN CONCRETE POST AT NORTHWEST CORNER
al \ e ENCROACHMENT PERMIT AND/OR A p RIVERSIDE CA. 92506 TRACT NO. 30789
A S S O C I A T E S OF HAMMER AVE.AND SCHFISMAN RD.37.ON OF
GRADING PERMIT HAS BEEN ISSUED. '+ a (909) 686-1070 PRECISE GRADING PLAN
� //erv�t e c corvsvcTervrs SCFiEISMAN RD.29AW OF HAlWER AVE. 11.0'N
N THE RI PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR °� HXP C2-M- / OF PP.f72458. SAS OF A MAPo(EA POST.
q tNAL two WORKING ELEV=627504 LOTS: 11-17, 23-25 7
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP.IE-et-ab i OF SHEETS
0 17.1m.
EFORE DAYS BEFORE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
m YOU A PUBLIC xEVICC BY YOU DIG DFOURI G CONSTRUCTION,
AN A THE CCEPTABLE SOLUTIONEGINER SHALL R BE
EGRESPONSIBL DATE BY MARK REVISIONS APPR. DATE 4'iK� CIVIL ARE SCALE: AS SHOWN N A FOR: W.O. F.B. FILE NO.
O TOLL FREE 1-EOO-23T-SBDO3 7 D H: V: /
R UW...U..-ICE ALLxr FOR APPROVAL BY THE COUNTY. ENGINEER CITY GATE 12-31-M K.FUM4IAN FDF£CAST 02-230
PLAN GMECK AI7RovkL-SEE SHEET I a
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