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❑ HOUSER WAY S.
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LEGEND (NEW) _
FULL DEPTH ASPHALT CONC. PAVEMENT SR169 1555
2" ASPHALT CONC. OVER 4"
CRUSHED SURFACING BASE COURSE °
CURVE DATA TABLE
t�
RADIUS
LENGTH
TANGENT
SR 169 1555 +50 14' RT.
MATCH EXISTING CURB
J
818.60'
464.80'
238.85'
O
K 14 +59.53
286.50'
122.80'
62.36'
24'33'29.5"
SR900 12 +61.70
1910.00'
213.93'
107.08'
06`25'03.0"
SR900 6 +60.49
973.59'
133.77'
66.99'
07'52'19.4"
SR169 1553 +29.75
573.00'
585.05'
800'
5830'01.2"
\� SR 169 1555 +13 16' RT.
1365.91'
164.28'
a
\
AL3' 74 +95.82
+ CENTER OF NEW
175.71
119.68'
99'40'39.5"
70 +80.00
999.00
TYPE A CURB RADIUS
68.90'
05'43'50.0"
AR3 74 +44.88
125.00'
23
1.83'
106 °59'00.0"
+ + \
500' R
2
SR 169 1554 +90 18' RT.
CENTER OF NEW
+93.90 P.T.
TRAFFIC ISLANDS. TRAFFIC ISLANDS ARE TO BE CONSTRUCTED
2' R
TYPE A CURB RADIUS
-- - - - -4°
- -_ - - -- - -
- - - -
- - -_
`
_
. s
s S
- - - - - -"-
O
\ S
OVERLAY LIMITS
53' RT.
EXTEND
RUBBERIZED
RAILROAD \
R C
CURVE DATA TABLE
Pi STATION
RADIUS
LENGTH
TANGENT
DELTA
K 19 +87.55
818.60'
464.80'
238.85'
32'31'56.9"
K 14 +59.53
286.50'
122.80'
62.36'
24'33'29.5"
SR900 12 +61.70
1910.00'
213.93'
107.08'
06`25'03.0"
SR900 6 +60.49
973.59'
133.77'
66.99'
07'52'19.4"
SR169 1553 +29.75
573.00'
585.05'
320.90'
5830'01.2"
AL3' 72 +15.83
1365.91'
164.28'
82.24'
06'53'28.0"
AL3' 74 +95.82
101.00
175.71
119.68'
99'40'39.5"
70 +80.00
999.00
99AR3
9.2'
68.90'
05'43'50.0"
AR3 74 +44.88
125.00'
23
1.83'
106 °59'00.0"
CROSSING (BY OTHERS)
B
BILLBOARD -
-
P N
NOTES:
�.D 1
1. FOR ROADWAY SECTIONS AND OTHER DETAILS SEE SHEET 3.
2. FOR PAVEMENT REMOVAL, PAVEMENT PLANING, OTHER REMOVAL
ITEMS AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN
AL3' 75 +51.85 P.T. S
+ + \
500' R
\ 3
3. USE ASPHALT CONC. CLASS B TO LEVEL PAVEMENT AT REMOVED
TRAFFIC ISLANDS. TRAFFIC ISLANDS ARE TO BE CONSTRUCTED
AFTER PAVEMENT HAS BEEN OVERLAYED. SEE DETAIL SHEET 21.
+ .
. s
s S
SIDEWALK
\ S
SR 169 1553 +94 5
53' RT.
**✓ R
R C
CENTER OF NEW
+ S
TYPE A CURB B
R N
NUS
T
SIDEWALK
AL3', 72+97.87 P.T. \ AL3' 73 +76.14 P.C. } `+ , ++ �2so SR 169 1553 +45 56' RT.
�o +` CENTER OF NEW
TYPE A CURB RADIUS
+ 400' R p
:: ++ - + + SR 900 4 +52 40' LT. \P
120 R +` +` + CENTER OF NEW o
e , `+ ® .TYPE A CURB RADIUS SR900 5 +93.50 P.C.
a D 900' R
72 +00 0 ® + +`` ±` ++ j�
7 +00 AL3' LINE 3p'o -7 4'r - 1.5' R
+ + ++
OVERLAY LIMITS +`a` +` +` +`+`
:.:.:.:
Ld
SR 169 1553 +80 (17.5' RT.) P.C. p0 z +00 f-
M `�` SUNSET gL 6 +Q0 RgQO
LO M �_
SR 169 1553 +58.84 23.8' RT. o OVERLAY LIMITS �_ --- N 31'50'37.9,, E I
LINO _ CENTER OF NEW ° ' �- �_ p
N 33
7'2`® TYPE A CURB RADIUS
-�� SR 405
27 0 J Ld '-
(/)
- y� SR900 4 +09.77 P.O.T. Q
SR169 1552 +03.00 P.O.C. _ > uj�V
LN LINE LN 275 +40.23 P.O.T. I ` SR169 1553 +23.15 P.O.C. _
N 333T2�� ° a SR900 3 +57.76 P.O.T. AAatt- s ® a (n
•9 E
--�� 27
r.
20 0 20 40
1 " =20'
SCALE FEET
19 18 17 16 15 14 13 12 11 10 9 8 7 6 NICIFAIDIDOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19
46.- WO 3 4 3
M `�` SUNSET gL 6 +Q0 RgQO
LO M �_
SR 169 1553 +58.84 23.8' RT. o OVERLAY LIMITS �_ --- N 31'50'37.9,, E I
LINO _ CENTER OF NEW ° ' �- �_ p
N 33
7'2`® TYPE A CURB RADIUS
-�� SR 405
27 0 J Ld '-
(/)
- y� SR900 4 +09.77 P.O.T. Q
SR169 1552 +03.00 P.O.C. _ > uj�V
LN LINE LN 275 +40.23 P.O.T. I ` SR169 1553 +23.15 P.O.C. _
N 333T2�� ° a SR900 3 +57.76 P.O.T. AAatt- s ® a (n
•9 E
--�� 27
r.
20 0 20 40
1 " =20'
SCALE FEET
19 18 17 16 15 14 13 12 11 10 9 8 7 6 NICIFAIDIDOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19
46.- WO 3 4 3
•9 E
--�� 27
r.
20 0 20 40
1 " =20'
SCALE FEET
19 18 17 16 15 14 13 12 11 10 9 8 7 6 NICIFAIDIDOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19
46.- WO 3 4 3