HomeMy WebLinkAboutTED4001897.3I \ ,
R = 572.97'
x D = 390 35 ' 45.1 "
L = 395.97
---R._554.62
D-,5u--S-44.0'°
28 INT. 21*83.32 R-3 -57'-
_ D-70 -5729.0'
8.62
------------------ - ------------------ ------ ---- -- --- ----------------------------------- L- ---
_ R-622.97--_____-_----=-= -=__-__=-_ =__—==_______ =_— =—= =__- __- __-_-___ _
\ \ D-160-31-12.0" 23+-55 R= 350.00
L-179.62 PT 22.75.80 BEGIN TRANSITION LC� D= 100- 51�-9.3"
iIl
L = 66.30 7
22 -
2 I 214 304.97 1 2
21 t 31.12 22' RT
FL. ELEV. 13&96
R- 350.00
D - G 57 '--14.1"
L - 5.83
Da340 -12 -0.0'
11342-11-
PC 25*80.77 26*00.00 V
C-1D—TFA' SITi0N _ W
1RRIE0 THROUGH — — — — — — — — — — — — — — —
RB CL CARR=-ROAD
- — — — — — — — — —
------ ---- REPLACE EXIST -
�� — — — — GRATE W/SOLID
EXIST. UTILITIES_._/
TO BE RELOCATED
TP I op
DTP
142.00
142.46FL
N0. 18
THRU CURB INLET
RIM 140.91
1. E. i, 38.4 1
R = 373.i
D = I0-12
L= 7.83
zsf 7
PLAN
N510 19'25.00"E
OGUY R = 523.15
D=120-26'-44.1-
L=113.64
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Date 5/13/88
Scale 1 = 20
Designed MEP__
Drawn JDC
Checked
A pproved
Dwg. Number
3-175-0101-20
SHEET
C3of-6 --
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