HomeMy WebLinkAbout1787.26n �
C
�com
Q) o
R% 1N R/ w
60' I
I� --- - - --------- -- _ jI
Ex .5 fin y
I /o' 20" 20'
I
5' 5' S12"
-- -- ---
I Wa 1 k Plant Pk s La77e Lane P k9 Plant Walk I
Strip S-trr p
I
Exist. I
i
Feotnel- \ Feorher '
/
WELLS AVENUE SOUTH
N. Ts.
,gta. 0t57:` to .Sta. 4 0S.00 SK,
Rl W R/W
I Varies 35'I
I Varies I
7va'k, VaYies
i See Plar7 �' S ee Plan
I 6' /5 " I2 ' 8" ro
iwaIk Plan-t Lame Lane Pky I Plan t WaIk 1
Strip Ex�Str'ng ;.Strip I
Slope Varies
See ProPi Je I o
I
P
y�
I ff
Topsoil to so,1/
I
WELLS AVENUE NORTH
PAVEMENT LEGEND A/.TS.
Sfo?. 9f 80.83 fo Sfa• A 3/f40./�3
Class 8 Asphalt CWearirny Course) Comp, Depfi
2 1%2-C/059 S Asphalt (Level,1179 Cou/-5e) jeep t{I
--J,
l
6 Aspha/t TreafecJ Base Course CATS) CornP, j)ep fh
40 4"Asphal4 Treated Base Course CAT8) Comp. DePA
0- Cerrrent Conerele Curb and Gutter Type A
6 > 4'" Cem&,, Concrete Side walk
60
/I�Iea6ured
Jtlo,�mai f R/W Vag- es Varies RIW
Exr�frn�j I 25'Min.61 Sta. 6-A80.b4 35'Max.@Sfa. 6*80.64 I
I -I
A. B C D E 5 S
so -ON- - - - �•1� --
Not 5teepet- I Walk P/an f Lame and Pky. Lame afrd Pky. P/ant Walk I
fhah 2: I ( ;Strip S trip I
(RPP r®x. /% € Slope VIur-tes b xis fin
of Sta. 74 00)_l I � � � See Prfl File I
r Exrsfing &round
Existing I ;Topsoil - I (p tc S.E. rNo//
and Stairs-)
2io I and /�� 290 2: I (Max.)
I0 c
Topsoil
i
Qo
I I
I WELLS AVENUE SOUTH I
k". T. S.
5ta, 4+05.0.5 f® S7�9. 8f42.60
Add1741o77a/ Leve%nq Course
Mc? y be fe Cr/i' ' ' over- old PGVc-mcnf
STATION
A
e
DIMENSION
c a E
-
4 t05.05
0
5'
5'
20"
2a_oo'
4,'50
0
5'
4.22`
20'
20.78`
5foo
I
O
5'
5.36
2d
5+50
0
5'
20'
22.51'
6 i 0 o
O
6.63
i O
20
23.37' �
61,60
0
5.76'
0
20
24.24' °
6474.95
0
a
5.34'
O
20' 24. 66'
6+80.(54
0
5'
0
20"
25'
7f 00
0.86'
5'
0
20'
74 25
3.2 6"
5'
0
20'
22.13'
5
/5
20.83
7435
4.75 5"
_?f 50
7.59'
S"
5'
/5'
--�-
/8.38` r
�1
1 7f 73. /9
15, 60, I
5'
5"
/5'
15.6 J '
771L 96.40
20,80'g
/0'
b
/5'
/5"
DOT
Revised /0
`El- V1Si0
dri ve way
R/W
i
20
A B /O' /O `� 4' f
- _ ak-- _ -
Side walk P/anf Lane Lame I
Strip
/ Baseline iC?-own11ne*-*
Wall Lirmfs 0.5' j I
S ta.14f Oo to
PC Sta. /4t69.78 Slope Varies Slope Varies I o
See Sheet 22 Ie� ale See ProFile See Profile I 2Iv
Po,- Details
PC.
/ninimum West, maximum east
J-west Curb 7Transriion
S. eo'ge dr1veway
Al. edge dri ve wa y
r
Tpsoil.
Ex rstrn y
VJRiver Bane
Ergo. �� TOTAL
6 , ' t P'ROJ. NO � sHEETs
10 V H BRM-1157 (1)
E
g NUM r
86 Vv 0
:;NTR4f,
I�
04::>
\ DI
Varies
SOUTH RIVERSIDE DRIVE
N.T.S.
Sta. /3 f 50 to S 7 a 1491 07
S TATI OIL
13+50
13480
14+00
14+/8
l 4f38
I4+50
/4+69.78
.40
DRAENSICN
A B
7.00 4. S'
7.00' 4.3'
I
//.3' O
O
8.5 O
8.5' O
AYS
EQUATIONS
R/W
x n�
�rtile ing
4 + OS. 00 8k _ 4 +OS. 0S Ahd.
l l + 53. e9 Sk = A 3/+ 00. 00 Ahd.
2 (Max.) Exisfin9
G ro un d
Varies Prom /2.53' e Sta.14t50
fo 12.28' @ Sta. /3t50
match exi6frn9
Base line
(See Shee7`s2--'�L1)
'7p(Se,e Ghee �5 20 F r >
Bc-4177 Curb Sta. 22+40 Rt.
Begir7 Curb Sra. 23+73 Lf
NORTH RIVERSIDE DRIVE
N.T.S.
Sta. 22-A41 fo Sfa_ 244 76.8
R/ W
I
I
Uarie s I
I
I
Ex istrng I
oeound I
rb "' c,gppro7c
Top Soi / -
end of Wa/l
See plan Pot- elevations
*Sta. 13+50 begin taper Transrtion to exrstin9
5fa. /3+75 end taper
Sta. I4170 begin taper Transition fo edge oP la72c
ora
5ta. 14f 91- 07 end taper We// efele va fro s Av e. S, sup m
Washington Si to
WrAlranwortation
partment of T
E CO ENGII' r INC.
EELI EVUE, WA EVE ciii , WA.
Baselln(9
-� 13" 4.5=-5' 6'
See P1,6t7 j
I
I
Slope Varies
I�
_5,0,d' pi -en jot ho II Existing
Ra//any
NORTH RIVERSIDE DRIVE
/UT.S.
Sta.25f/3.66 fo Sta. 25f65
S/oo e t® Fi t
�.Exisfin9
Grour►d
CD" ToP S01-/
Concre 7`e Side walk
ce op�...ja •. �J _ .e.
r
Bock Pa2`tern to Match ExisfinS/
d oPCleat7 .5Q17(f ('/7nC Ac��'i`� v
ee Specic7/
BRICK PARKING STRIP
7v.T.S.
Sia. 5t65 V1c. R+
Sta, 64 78 fo Sta. 7484 VIA_". Rt. .
k4OADWAY H G �' t
-4FP
--_�
4
J F
35
GHEE
wAff
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