HomeMy WebLinkAboutTED4001391.53
W
0 F7 —30 0
4- APPROX. LIMIT OF PAVING
CD 00 0
+01 1 Precast conc. ref 'ning 'I- TO MAT-1-1H EXISTING +
will constr. - see Sheet 7 < Ul)
R 20'
Of 8 for
4) T = /5,65 I_
I-_ cc Sta. 43+80 to 48+00) %_ 1. 14 V)
0 4- %.- Uj In 760 05' 12 PT 51+ 23 ---
-I.- a-
0
W 0 C < I STA. 49 + 8,5 LT 272 L 26.56 LT 43.19 + Uj
(\j 0 T C. 23.65 STA. LT. z
2 2
+
STA.47+75 LT. 30' TYPE I CB Inv. -91em- 19.81 Inv.Elev.-_16.9 Inv i9m TYPE I CB
0') 7 C\j
C) TYPE IV CURB INLET STA. 47t75 LT. 42'± Grate Elev. 24.73 STA.51+2671 LT 6247 + " �� /1, N
Grate Elev. 21-35 R 20' T
Q-) Grate Elev. 24.97 0 :;t Connect to 18" ST
TYPE rZ CURB INLET 4-
Connect _0 8" conc. ST TYPEI CB ANNf r 6/ Connect to 8" ST T 25.56
I
to MHO I INV. Eiev. 17.781 Z w;th 48'± __ _j I - .1 <
4 Grafe, Elev. 22-05 34 t-8" conc. ST n = 103*5448"
2 (n with 55 1 conc ST LI-J V)
Connect to MH4tl- coru-nect to CB Sta.51+62 P C.51'+62bl, LT 52.81 L 36-27
a- __ # - ry
Rockers, with 971 6 with 31'4 8"corm. 5T COrl 'T C, 2f.95
--------- ST conc—ST—pipe. 2 O'P,. b
6 S PE 2:1 SLOPE (7yp,) 20"R� 12 el,__
6CONC A
Edge of exist. road
Edge o-F exist. conc. under vva1
_q houlder
6
exist. asph overiqy
"y CB eqz - ore)(Ist roadway shoulder' — .1
P T. 51 + 82-02 LT. 2 81
PC. 51+ 0 73 r. G. 25.0 %2
0) LT 2 8'28
L) I
0 99
",
Ed of exist. conc. roodw
0 End oF exist.
47 1 u Sta. 51 30 10111
S.W. GRADY WAY 5_0 y)/ 52 osph. roadway
(S- 772d
I Insfa I 1!(nonumen t, case T over,10Y
and c o V'r- r
-co 2 15'
25' 26' 21, MH # 2—!
f — — — . Ed3e, of exist. conc. roadway I
MH # I I E9 +
ST 471
ST 01 ist. Conic underl
Edge 01F ex ST ow- T_
left 11a it __ ST [_-di3e of exist. roadway -shoulder
ZEM H 4 2
r a Shoulder — 6
D
T-T Buried Gable ___ TT —
2 Buried Gab/es .30" cover----
00 G
0
C: 0 ISTA. 49t85 RT 273
PROPOSED #
;�- Io T'iPF_ I CB
...... MII $111 toffee@ I 1111#1 MII of 4111841108 I C. + 'Grate, E-lc\,i. 24.73
STA.. 47 + 75 R T 3 0' (3) Connecf to 18" 6T
TYPE19 CURB INLET 4- 1- W i f ri 3' 1 - 8" conc. ST
GraGrateElev. 24.97 C-)
26,OC-
25.0%
24.00
z
47 +00
I.
PROPOSED GRADE
cv U-i
EXISTING GRADE
1-8- " C. m - p 3LOPE -. 2 7o
INV. ELEV. 20.15
.0
N,
,;,4 V. E E i�r 17-25
4 8+0 G
C. If hi. p
360't-18
ro
Ul)
ti r
4%00
PROFILE VIEW
SCALE HORIZ: 1 11 = 20
VERT* I'm= 2'
(DO NOT SCALE )
PLAN VIEW
SCALE I11=20
00
-SL.UPE
360'± - 18" C. M. P
/2'\\
INV. ELEV. 16,88
M.H. NO. 2 � I /--A. J j 4 43
495
C , - N,1. ') SL
OPE
Added cjrb-curve informaho n aVO 1 -13 -72
h\\ Relocated M.H.NO. 2 to STA. 514- 35 40 1-27-72
Eel
CIO
01
Q0
RADY WAY
R LF F T 1 MPROV EMENTS,
AVE, S to L I N D AVE. S.W.
IALDUncar7 2M, 221,264,305
3 8
4 aii4_