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I I Z 1 I I I I j z l I 11> I I I
11 O I I I I I z I I I I Q I I I DECORATIVE WALL 2
11 01 1 I I I I I I 1 I Q 1 1 1 I BY SEPARATE
�j I Q PERMIT RETAINING WALL
Il 1 l I I I1 I IlZ I I BY ROUGH GRADING
Q \\ //� PERMIT
1 PLAN BY SEPARATE
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SECTION "A-A"
LANDSCAPING AREAN�-
64.29 TC d. 37.67 TW 35.79 1 65.50 TV 65.50 TW 1358.87 TC 63.67 TW 52.33 TW G RAN DVI EW AVENUE N 37.67 TW 35.67 TF T.C. 1
64.16 TF ;�6�61,50 TF 58.33 IF 51,67 IF 36.33 TF 10
0 1 i
A 3' WIDE GATE 3' WIDE GATE 3' WI E GATE nM
-
-. -. -.- - - - -- - - - _
9L 66' 9L 66' f.
- - - - - -
69.10' ,` / 132.06' 0 97.9T o 62.90'
72.00' ��` jc� >T A N N 39.7 N N 1
tia1 j o.i '�"�' ` H.P.
c Ey H.P. 4O 38.3
� : I �� 41 • 2 ss PLAN 2 FL o
g N .3p F.F.=1340.50 1 1 1
h n 38 ^ Q�PY30 6 r rfls PAD=1340.0 F PLAN 1 R
PAD=1367.8 a, PAD=1365.3 ,� o -'" - °' F•f{.D-Y o F.F.=1337.50 30' 13 0
N ua ni n `� J6 O O' -� p� i PAD=1337.0
rri - e 8 A G.F.._ 0' 20'111 10.i 9.5
39.0 1340.004, a -yJJ
b't,•6 3q0• .0 F.L G.F..
!i ' �`• 'S' •O '` 9.8 � � 0 1337.00 F�' <� 11 1 1 1
O o o
n �6211t 72' 100. n0�o F.L. N 10 50 m _ L\L1I 1 1
/
111Q1 I I
2 Q
72,00' <i 0 �2�y, f58' �4'Q' O� 2p. 36.2 F4 41.37' F I I 1
58.40' �'T I .Op7 QA`•4 4-a'`' F.G. 37.68 0 .54. o o Q1 1 1
2$ ti o+C 4 a �1M o TC.PI. o o Z1
`o n F8•8 36.29 36.4
Z Ii o m Z 4D T.C.3. o. ..i Q 7 in p E�,. 1339.01 35.37 N 4 I O1
62.60 uT ni 6. % 'o � 137. 11 TC.MC.PI.67.3 6a.z �`� � a•J MOLLY COURT T.C. I.C. g1 I I
F.G. F.G. T.C. e,o m n
1� 14 s g3.6 u F� 39.3 37.88 35.41 N } 34.33 I> I I
62.75 . •,° _ H.P. F.G. TC.PI. 36,4 T.C, o T.C. 11 I4 1 1
MEG AN 6F 0 U RT r.c. a 3e.a 36.29 F.G. I I
64't ,,, t• -j F.G. T.C.
72.00, A F� 60.00' 6s. -I r� �-w85% om 20' V 4.4^ L rj 43
m I I
z. a7 TF
N 22 u Z o A Q' '7°I, 2.47' f A
N J �• .� 0.2 337.00 I 1 1
t`a �- 3 F F.L
�
=4 o_J 4.2 o p�BO 3 4 ? 1340•.001.6'
M z ti 635 * 6.59 (j•
o O ^ m '�$' F•L' ,o.� F.F.=1340.50 t 0 FPAD=1337.00 :0 1 1 1 1
100.00'�
o O A 91i j PAD=1340.0
PAD=1365.5 0. -•d +i 1�u'y W I I
PAD=13680 g �; -o y ,r, PLAN 2R PLAN 1 11
a rn > 44 'y°�'a 3s.7 6.2 I I
38.3
r=-H4-� r� � Tx Q• � H.P. .L. ,a.Q. 1 (
�• r III
14 a LL n 1 I
67.04 TW o o J or7 g N 45 + 46 �6 I
15 63.04 TF w'0 Q c m mZ a^ 151.98' 0 97.66 N 78.00 o 1 1 1 1
75.00 0, = 9.0 � ^ICI Q �„ a 37.67 TW 1 1 w 1 I
/ 80.12 30'---30 `;,'�7 �is � 32.33 TF
10' 20' 20' 10, OO�;o v 20'
w II Ix I I
o
0' 30, 60, 90' 120' 17 c 4 �'12.87' 100.00' 49 c <
1 f I I
16 48 47 W I I 1 1
,_..LE: PAD=1370.0 0 °�
3 III I I I
SCALE: 1" = 30' o PAD=1367.2 m o PAD=1340.0 1
PAD=1339.0
ID Q
34 JB PAD=1336.3 a x I I 1
n
m o PAD=1365.5 '^ 0' 11 1
I I
'6b 50 g0.00 50. 4.40'
61 14.06' 0 12ti 1L
NOTES 55.12 6t•C' 90.00' PAD=1340.5 21.gp' 41.37' I
--
63.9 F.G. 37.18 �4 � -
Ot INSTALL 8-AREA DRAIN MFG. BY ADS OR EQUIVALENT F•G. o0 37.5 TC.PI. 35.52 F.G. F- \ t-- -
o 9 F.G. T.C.
2O INSTALL 4" P.V.0 DRAIN PIPE PER STD. No. 310 65.7 64.24 v 38,2^ 34.45 1332.85 36.33 TW 1 �`EX.8' WATER o
F.G. T b��+' a` 136.29' TC.MC,PI-TRABUC0 DRIVE T.C. T C 31.00 IF 11 1 rn
15 110 1T
65.18 65.0 64.1 o- 38.5 34.45 34.7
F.G. 64.A! F.G. F.G.
T.C. 35.52 T.C. F.G. 1 u
UNDERGROUND SERVICE ALERT TC.GB 64.19 64.3 PAD=1365.7 " Q 38.5 lh T.C. ---_ -- -
one TC.GB N F,G. ,'!• -- - -
Fh•aa CALL: TOLL FREE F.G. $ 37.18 9 E -
® 57.22' 4l' $ PAD=1340.0 TC.PI. 26.20 101.35' I
1-800 14.93' 41.p4' 40• 7.00' ,;'SSS
227-2soo 2.93' 28.94' 33 51 5Q�o I11 1 °so
TWO WORKING DAYS BEFORE YOU DIG V. 6-1! -O 7.97'
THESE PLANS HAVE BEEN REVIEWED FOR COMPOANCE WITH THE SEAL ENGINEER BENCHMARK: SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT MID/OR CITY AND Lohr + A$$OClCateS Inc CITY OF LAKE ELSINORE
THE STATE LAWS,AND A PERMIT CAN BE ISSUED. \1 VESSIO� '
IN THE COUNTY OF RIVERSIDE, CALIFORNIA
too Planning 43513 RiE9e Park Drive 2
,n,/� Civil Engineering Temeaala.Co.sTs oSEE PRECISE GRADING PLAN
1)(/ _�� ['2.r' �L y Surveying Ph.909 676-6726 Fax 909 699-0896 TITLE SHEET OF 2 SHEETS
N0. 16526 m FOR
RAYMO ID O'DONNELL REC.�26603 CITY ENGINEER DATE W EXP.6-30-05 m PREPARED BY:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY * i Q - LOTS 35-37, 39-46, TRACT No. 29304 FILE No.
AND ACCEPTABILITY IS THE DESIGN HEREON. U+.` T
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, DATE BY MARK APPR. DATE sT C! I� t PREPARED FOR: MITCHELL DEVELOPMENT INC.
THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AND ACCEPTABLE SOLUTION ENGINEER REV IONS CITY F OF V �Fo FRED W. DOERGES DATE SCALE: 31225 LA BAYA DR. SUITE 102
AND REVISING THE PLAN FOR APPROVAL BY THE CRY DESIGNED BY DRAWN 8Y CHECKED BY CAS R.C.E.No. 16526 EXP. DATE 6-30-OS AS NOTED WESTLAKE VILLAGE, CA. 91362 (818) 597-9282
29003\LOHRTil.\PGP\29032402yh2 05/28/02 PH5.2