HomeMy WebLinkAboutSWP2702149.4NOTE.•
ND CHANNEL'
GRO FROM E
�of-76
EXISTING TR ES
DO NOT DLS UR8 —
20
15
M
Jr APPROX.
1 CHANNEL
BO TTOM
ELEV. 0.24 —
670* 00 671 * 00
N
10
Q
672* 00
POINT NAME
NORTHING
N
EA STING
(X>
MONUMENT (SW 16 TH ST)
173, 156.66
1, 654, 125.67
STA 670f 31
173 044.28
1, 654, 203.26
STA 671 f 44.35
173,157. 13
1, 654, 192.68
PC CURVE#1 STA 672f 13. 87
77,3, 226. 35
1, 654, 786.19
PT CURVE#1 STA 673f 77.25
173, 381.4 7
1, 654,138.60
STA 674+91.37
173, 481.50
1, 654, 083.70
PC CURVE#2 STA 671 f 77. 57
173, 190. 41
1,.654, 201. 61
PT CUR ✓E#2 STA 673f 00. 05
17J,, 306. 74
, 654,165. 92
FAWMI'VA
20 0 20
Scale in feet
APPROX. CHANNEL- q GROUND SURFACE
/%I / P9 f Ir' /1I P% I r • /1I / 11 1 ?- "^ P1 I T
DA KE,5DAL E AVE. S•
P-1 CHANNEL BO TTOM S= 0.0002 ft/ft --i-
L OW FL OW CHANNEL BOTTOM S= 0.0002 ft/ft
U
673f 00
ANE (see sheet 16
( ❑ )DRILL HOLE LOCH TION
/VV /Cfl/CJC//(UC/V// lJ ///UU6 C// W/j' UL11f L1UJ,
public or private. Absence of utilities on
these drawings does not assure that
utilities are present. If buried utilities
are shown, the location and depth are
approximate. The exact location and depth
of any utility must be determined by the
utility company prior to any excavation.
25.0'
ELEV. 2.66 ELE� 2.16
2-�50- i
TRANSITION WALL
(see sheet 13) -
EL EV. 0. 16
1
FOUNDA TION BA CKFILL
EXISTING CRUSHED GRA VEL FOUNDA TION --
674* 00
20
F
t- 15
10
W
-5
675* 00 675* 50
I
in
0
w
0
ct w
Q