HomeMy WebLinkAboutTR 31920 RGP_722.13 i
CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL ON SHEET NO.28
- I .
� l
Em�N
I
— --
-- -- ---
1238 7237 .. 0 Q O �
23
'- 1 3 Q
I f o
g 12 O O 2-.
z - 1236
J 6 I ,ti� 0 1240
12401239 123 1237 �, a O 34 38 J> m
I h �c
ZO
i P
z�
i I 1 1136 �� 07239 124p• �� t (1 TRACT BOUNDARY
- - 236 11Jl ff M1 C]
T c r i r)C)
m
ZS ? 1237 1235 J _ �1 I I ✓ •5
_�� 72 0 7237�1,1•yk 1233
./ TOP&TOE OF SLOPE
j � >236
TRACT S 1920A i ,4
_ i (, J - � -�--F--- CUT AND FILL LINE
t � 1 �r' ��n - 0 1237 1238 L
l _ o
20'WIDE 1 i � � 1��Y'L�•6 i'� �\� 1236 -1250- PROPOSED CONTOUR
y' TRAIL EASE/MEN( EXISTING CONTOUR
,235
� LI�� •- EXISTING POWER POLE
DAYLIGHT LINE I 1
2 �. 2% SHEET FLOW RATE
12J4'6 \ \ ram\ 1233
�
~ GRADED sWALE
SWALE HIGH POINT
O FLOWLINE
\ 18 125 CONSTRUCNON NOTE
\4/.� � I 012 g �\� 123f 32 C MONTORING WELL
MW ABANDON IN PLACE
SEE 2
D
12 1 125 4.4 FOR SECS NS G)
1,253,5
8
1?54.6 1255/
`5 1 1254.4 z I >
f-
�,�'
1254.1 W
X 125�� = I
125Xg 1254.3
X 1254.B
w
Lu
125?4
1254 1 �
m C G
`/1f n 12 J g I 2 56.2 GRAPHIC SCALE "? TIT
1 l ( c IN FEET 1
I inch 40 1'4
r, 9 55.5
r A?t),A j
I
,/- J '
153.E �. mN z
.I
C
m
n
KEY MAP I
N
o REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE WILSON MIKAMI CITY OF LAKE ELSINORE II
M ENGINEERING GEOLOGIST SOIL ENGINEER: OWNER RaoTEssloAl
ym " am 1'=40'
s-24-'v5- ORPORATION
NEBLETT & ASSOC., INC. NEBLETT A ASSOC, INC. LAING CP, LAKE ELSINORE LLC
�o SCOTTM.WILSON DATE SHEET II
4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL - RCE N0.49884 EXP. 9-30-06 DAB' 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING
4911 WARNER AVENUE, SUITE 218 SUITE 225 A suITE 1fo F: 949-679-0091 OF 28
HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12/7/04 IRVINE,CA 92606 SOUTHERLY PHASE — I II
a 714 840 8286 LAKE ELSINORE, 92530 * E.P.RAb/M * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR qTY AND N NMK:
(714) 840-8286 ( ) (949) 567-1900 MARK DESCRIPTION BY APPL DATE fPl nvn \� THE STATE LAWS,AND PERMIT CAN BE ISSUED. RNERSIDE BENCHMARK NO.BM E-3-70.ELEV.12 9.829. BRASS DSC N CONCRETE POSE 72'NORTHOF Y NTEASEC qN OF CORDON STREET AND FILE N0.
f OF cQl MISSION TRAIL. 27'EAST OF THE CEMERUNE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920
DESIGNED BY: M.WEBER DRAWN BY: R.PENA �' �� 0S- BASIS OF BEARING
CENTERUNE OF CEREAL STREE1,BEING N5752'48W,BETWEEN NOMINEHI6 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL SMELT AND !�
DATE CHECKED BY: S.NILSON PROJECT MANAGER:S.WLSON KEN SEUMALO RCE#56915 EXP. 30-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET.
N