HomeMy WebLinkAboutTR31920-1 pg.6 4
TRACT BOUNDARY
RIGHT OF WAY
LOT LINE
ti+ --- 0 --_- `�.-)-"--! U ' ,rho �'\\ \\f- \\11 \,.ti+ TOP&TOE OF SLOPE
�6 + _-- k� -\ --" '� es k // // 15+ �+ \\ I \/ 0 \\_ _\ F- CUT AND ALL LINE
-N------ .�J � Off' i�- ��yy'' \\G�P6:1 \ K \ -1250- PROPOSED CONTOUR
�+ / //9 L5+ \I 9� \\ \ \ 250 EXISTING CONTOUR
N -I- k$' 6:1 0 ' , kg. `'-- \tik+ \\ \ +
tik66 i \ti+ i / '\ + \ti+ 1 \\ \ ,�c'Q`� 1 \ \tik+ -•- EXISTING POWER POLE
O \ O'
/ k� - -`Y' ---s5 ,,�g0 NlL \ PAD=XXXX PAD ELEVATION
/ 1�'+ --------- �--'1-------r—/ 5p. G2P I \ ^do,�,',_ k \
--- ---- ----------- -
- 55 LOT NUMBER
-- + �k6 k°$ 125 --- \ \\ \- k ppp���k +\ \ \\ — 22 DAYLIGHT LINE
\ti+ ) / k�k \ �- \ti+ O --- _ }¢50 \ti+. \�k� \ \ \ gyp. \ 96 2%
1 \ti+ t \ \ \ \ \ \\ 41+ SHEET FLOW RATE
\\ \ \ \ GRADED SWALE
+ \ 'l-\ \\\ \\ STREET CENTERLINE
SWALE HIGH POINT
�'�P� \\ A`9� \\i \ 1�k+\ \� 1 + \ \l FLOWLNE
k^ �2
y - o SO CONSTRUCTION NOTE
6
EXIST.7 DIA.
1�k9_6F \\ \0'+ 12 \\ MONITORG WELL
MW ABANDON IN IN PLACE(TYP.)PER SOILS REPORT
k6ry x \\ \ \\ \ti+ FUTURE STORM DRAIN
Nl0 N + �`S - PER SEPARATE PLANS
4 O PROPOSED STORM DRAIN
+ \ \ti�'\ '` �\ \ti'1- 2Q PER STREET IMPROVEMENT PLANS
\ \\ x �ORROW.SITE �� \ \ k�5 I 55 \ s
\ 0 k \ \ti+ P \ g TC TOP OF CURB
�k6 \ 6:1 \ 9.83 AC \ti+ k9 \ G� \ k6. 1
\�\ \ + y`L '\`L-f- FL FLOWLINE ELEV.
TG TOP OF GRATE
GB GRADE BREAK
+ FS FINISH SURFACE
7.20 TG `� 6:5 '\ LP LOW POINT
9 ,.y 1 32.20 INV I\,��,k-�. 1 I I ko� HP HIGH POINT
\ \ \\\ 6 \ tikq,� `LI-I- � 1�k ! \\ I / / 1 + INV. INVERT OF PIPE
7-1 r�i�i 1 5
k k I \ ke -J y
+ \\\ \ �o�+ \ 'L+ �l- GAPS `�+
+ I
\ \ \
\ I \6A
TRACT BOUNDARY \\\\\� \\ �k$k .k+ �� tik+ I
\ 6 6k \ \ \ \ +
k1 k\ \ 6:1 \ / \ E! 1`Lk I kp. I `) k6. '\`L+
\\� \\\ , $+ k C{ } s R��y CONSTRUCTION NOTES
�+\ \\ �e-P k9� @—CONSTRUCT 24"CMP RISER PER Mail SE-2 AND DETAIL ON SHEET 2
+
"L + O4 --INSTALL 12"PVC DRAIN PIPE
So-CONSTRUCT 5'X10'RIP RAP PAD PER DETAIL ON SHEET 2
\ j \tik+i I
\ L+
6:1 1tik _ 6k6
\ -- ------------- -- II \L+
k'1 k6.
\1k+ "I. +
k
\ + r I-
N N TRACT BOUNDAReN'+
——x— ————X X—— _ �
\ \ti+ — ———— ——_—— GRAPHIC SCALE
16' '5 PIPE — a o
Nb
+ \`L+ I IN FEET)
_ 1 inch= 40 ft
'--1245 _ _ - —17 F5 _- 1245 '�:, •, -'_ - --
9,J40 bV Izis ii3
ENGINEERING GEOLOGIST SOILS ENGINEER: OWNER:
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON M I KAM I CITY OF LAKE ELSINORE
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5 o SCOTT M.WILSON DATE DATE: 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING SHEET 6
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MARK DEscRlPnal BY APPR. DALE J?9 \P STATE LA PERMIT CAN BE ISSUED. TRACT NO. 319ZO-1 FILE NO.
PH: 714 668-5600 PH: 714 668-5600 F(619) 336-3010 2 c�\F BASIS
ON OF COR OON STREET AND MISSION TRAIL 27'EAST OF THE CENTER NE OF MISSION TRAIL.
t DESIGNED BY: W4JC DRAWN BY: WMC (1'-G�j_/'j BASIS OF BEARING:
x www.soilworksinc.com CENTERLINE OF CEREAL STREET,BB14G N5752'48"N,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE
'S CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON A E K DART,RCE 339,INTERIM DIR.OF PUBLIC WORKS DATE INTERSWRONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET MA CORYDON STREET.