HomeMy WebLinkAboutTR31920-1 pg.4 SEE SHEET No. 3 LEMM
09 i 11269.2 FT;\' \� w ,\ \ TRACT BOUNDARY
RIGHT OF WAY
40 _ /1269.3 fG \ -------
LOT LINE
\�� a LI AD-12680.6E 11269.0 FG `�\ j 1�,6�'-�- �y'1.+ � Y_Y-'E TOP&TOE OF SLOPE
\ \\ ss C
GRADING \ ��\\ �'- F--- CUT AND FILL LINE
—1250— PROPOSED CONTOUR
39 \\ i w \ \\
\ 1250 EXISTING CONTOUR
t EXISTING POWER POLE
\tip PAD=XXXX PAD ELEVATION
\
7 �7 519�� 55 LOT NUMBER
\\
/i DAYLIGHT LINE
6 / \ �s`•'w \` \\ I 1 8 0� 22' SHEET FLOW RATE
GRADED SWALE
\ \\ STREET CENTERLINE
n p
,r 6
SWALE HIGH POINT
\ \\\ y FLOWLINE
ry60 5 sf \\ 1,L6+ 18 CONSTRICTION NOTE
MONITORIG WELL
MW AABANDONNN PLACE(TYP.)PER SOILS REPORT
FUTURE STORM DRAIN
PER SEPARATE PLANS
i \ 66B
PROPOSED STORM DRAIN
1257 \ �.\ �Q J? �\ PER STREET IMPROVEMENT PLANS
TC TOP OF\
i \ \\\ 5 FL R FLOWUNE ELEV.
\ 1256 \ \\ 1,.y5+ TG TOP OF GRATE
/ \ GB GRADE BREAK
FS FINISH SURFACE
LP LOW POINT
HP HIGH POINT
\tip'+ INV. INVERT OF PIPE
1255 NOTE:
PROPOSED STORM DRAIN IS SHOWN FOR STORM DRAIN ASSOCWIED WITH
nSTORM DRAIN LINES WILL BE CONSTRUCTED AS PART OF
THE BACKBONE CONSTRUCTION AND THESE GRADING PLANS. FUTURE
TRACT 3192 0-2 A� \\ k. \� �\` kc) INDIVIDUAL TRACT BY SEPARATE BUILDERS IN THE FFUTUREFACH
g's
CONSTRUCTION NOTES
1&—CONSWCT STREET UNDERCUT PER STREET SECTION ON SHEET 2
LIMITS OF \ 5 -CONSMUCT 5X1O'RIP RAP PAD PER DETAIL ON SHEET 2
GRADING \ = RI' 6—CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2
\ 16'—�-10,
TEMPORARY
1253 \ (I I 2% 2% SLOPE
\ WX ?7 Mql IXIST
CoGROUND
VJ SECTION B-B
NOT TO SCALE
1252
x FL
VARIES VARIES
1251 �lF
XFINISH GRADE FINISH GRADE
x �\
- SECTION C-C GRAPHIC SCALE
NOT TO SCALE +a o za
( IN FEET)
I inch= 40 ft.
4JDb 3y IZ/s/1.3
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