HomeMy WebLinkAboutTR31920-1 pg.5 TRACT BOUNDARY
------- RIGHT OF WAY
LOT LINE
TOP&TOE OF SLOPE
C - CUT AND FILL LINE
F
-1250- PROPOSED CONTOUR
-1250 - EXISTING CONTOUR
t EXISTING POWER POLE
PAD=XXXX PAD ELEVATION
55 LOT NUMBER
DAYLIGHT LINE
9 J 2Z SHEET FLOW RATE
5 [/
6'1 NT+ /� GRADED SWALE
STREET CENTERLINE
\ / / SWALE HIGH POINT
FLOWLINE
CONSTRUCTION NOTE
+ P r EXIST.2" DIA.
r L C7 31920 65 / MONITORING WELL
1`L°+ / / MIN ABANDON IN PLACE(TYP.)PER SOILS REPORT
/ r
FUTURE STORM DRAIN
PER SEPARATE PLANS
PROPOSED STORM DRAIN
PER STREET IMPROVEMENT PLANS
O
TC TOP OF CURB
FL FLOWUNE ELEV.GB GRADE F GRATE BREAK
FS FINISH SURFACE
y / / PAD=128 LP LOW POINT
1 /\ // // HP HIGH POINT
WINV. INVERT OF PIPE
= N 9 /
NOTE:
PROPOSED STORM DRAIN IS SHOWN FOR STORM DRAW ASSOCIATED WITH
17 0 THE BACKBONE CONSTRUCTION AND THESE GRADING PLANS FUTURE
9 STORM DRAIN LINES WILL BE CONSTRUCTED AS PART OF EACH
PAD=1270.3 L°f INDIVIDUAL TRACT BY SEPARATE BUILDERS IN THE FUTURE.
W
�, �p OF ,
,ti+ 16 PAD=f270.6 CONSTRUCTION NOTES
D -CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2
�? 6 2 -REMOVE EXISTING RIP RAP WITHIN GRADING LIMITS
R/W &-CONSTRUCT 5'X10'RIP RAP PAD PER DETAIL ON SHEET 2
I*=12i
6o--CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2
I / I TEMPORARY
rRAC / \�N 2% I 2% SLOPE
r 1 1Y
LIM- \ ,\, N \\ \ Z' Y GEXIST
ROUND
\ SECTION B-B
r
NOT TO SCALE
FL
�N / PAD=12 0.6 .� -f.. , VARIES VARIES
FINISH GRADE NISH GRADE
J� o.
SECTION C-C GRAPHIC SCALE
NOT TO SCALE ° R0 10 80lw
( IN FELT)
1 inch= 40 fG
Vr)b 6V I,2/s/Is
ENGINEERING GEOLOGIST SOILS ENGINEER OWNER
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: JM WI LSON MI KAMI CITY OF LAKE ELSINORE
Q�oTLSs/
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o ,r SCOTT M.WLSON DATE SHEET 5
T EARTH SCIENCES GROUP EARTH SCIENCES GROUP PA BOX DATE
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