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23.0' VARIES 6' 14.0,
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TYP CONC. CURB 8 GUTTER,
SEE DETAIL
TY P GUARD RAIL
ROADWAY SECTION NO.I
N. 4 TH ST. STA. 0+70 TO 4+60
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ROADWAY SECTION NO.2
N. 4 TH ST. STA. 4+60 TO 5+ 57.51
AVE N
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N.P. RY.
4+15 (2 Lf.)._
END GUARD RAIL
REMOVE EXIST.ROADWAY PAVEMENT
REGRADE SHOULDER
LOGAN AVE N:
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0 = 73 ° 33' 34 1
R = 218.00'
T = 162.96 j
L = 279.8 8' 1
S = 0.02` / Ft
RUNOFF LENGTH=100'
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Jack E. Wilson
City Engineer
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73
33.4'
30.6'
28.6'
23.0'
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30.4'
28.2' EDGE PAV`MT
ELEV. ON LOGAN EXIST CONC. PAV'MT.
102+25' 101485' 101+15'
ROCKERY
LOGAN AVE. & 3RD ST. RAMP
EQ.8+01.25 AH.
SEE DETAIL A" -
S 71013 1 58 " E
4.91
6+69(15'Lt) i
END GUARD RAIL
N. 170 17' 2 2 " E CL N. P.RY. BURY
0+93.5 (13•R0
G.E.27.62,TYPE I,CB
I.E-25.30
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(0
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6+96, BEGIN TAPER
II' Lt. CURB PARALLEL
TO R/W.
4 5 Lt.
END GUARD RAIL
Q' GRADE AREA FROM
R.R.EMBANKMENT TO
03+95 25'Rt,) LOGAN AVE. DRAIN TO
BEGIN CURB LOGAN AVE.
\103+80 (24 Rt.)
G.E.28.46 TYPE I,CB 102+25 END
1.E.24.30 ROCKERY
N.17025 27��E. I
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SEE DETAIL
9 = 56020 35"
R = 260.00'
T = 139.24' /
L = 255.68'
S = 0.02 / Ft
RUNOFF LENGTH=100'
WASH INGI-ON
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R= 240.00'
T = 75.67'
L= 146.61
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3.5' VARIES O3 II' U U VARIES 13'TO17' 8'
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20/6 TYP CONC. CURB 8t GUTTER, SEE DETAIL
TYP GUARD RAIL
PAVE SHOULDER WITH 2"CLASS
B ASPHALT CONCRETE
ROADWAY SECTION NQ 3
N. 3RD ST. STA. 3+00 TO 5+20 O STA. 3+50 70 4+00,Lt, 8' SHOULDER WITH 2:1
SLOPE TO TOP OF ROCKERY.
® STA.4+00 TO 4+65,Lt,8' SHOULDER WITH 2:1
SLOPE.
U O STA. 2+80 TO 3+50, 3.0'.
STA. 3+50 TO 4+83, 4.0'.
M
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AVE. BRIDGE.
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ROADWAY SECTION NO.4
N. 3 RD ST. STA.5+20 TO 7+47
CL LOGAN AVE N.
L= 7° 42'
R= 1432.5'
1 T= 96.4'
1 L;: 192.5'
I
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2 +75 BEGIN CURB & 2+14.5 (13.5' Rt.)
GUTTER Lt., END G.E_27.70
EXTRUDED CURB,,/"- I. E.25.00 1+44 (13'Rt
BEGIN TAPER
T�
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FACE OF CURB
o = 330 00' 00°
R = 100'
T = 29.6'
L = 57.6'
2%
O STA.6+40 TO 7+34 Lt., USE 1: 1 SLOPE 8�
6' MAX. SHOULDER WIDTH.
98+GS-40' FZ�.
CONSTRUCT SACK RIPRAP
STORM DRA\N OUTFALL. KEY
R\PRAP INTO BANK. MIN1 MUM
THICKNESS TO BE Z SACKS(IOSY)
I2" PIPE 1N\/E.RT 20.3S. I
SIDEWALK
I��-WOOD CURB
0
LOGAN AVE. BRIDGE
ROCKERY END
EXTRUDED CURB
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FACE OF CURBt7-n+-
D - D (� 12 D A = 24° 00 12 �-2+80 (15'Lt) O I` R= 75.3� Q)
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CITY OF RENT O N STECKLINE J.J. 6-22 8
PROPOSED IMPROVEMENTS I = 40
N. 3RD ST. SC N. 4 T H ST. �p
LOGAN AVE. N. TO SUNSET BLVD. N. C6745-1
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8
11