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CURVE DATA o 1
z 0 = 22° 37' 12" \
0 R = 65.00' LJ w ; y
~ L = 25.66' a. a \
NOTE- \
Radius Is To Center Of 3 ;,W
Sidewalk.
Z N 0 p
0 +
M i �� LIND AVE. S.W.
X
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CD + AVE. S. W�! END CONSTRUCTION
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r 1 Exist. Curb And Gutter—I� Exist.
Construct Cem. Con. Curb AndLGutter
x
SEE SPECIAL PROVISIONS % i 1
FOR SLOPE DETAIL.
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SEE SHEET 2 OF 3 FOR 3`+
INTERSECTION DETAIL. _ 1 O p =N
N X O TO '.
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ul N
40' 40'
24 24'N
SP0*ER N Z 1
0 60 pUGER�W
CONSTRUCT 3" ASPHALT CONC. PAVEMENT CL. "B" O N N
0 `2
5 -1.83%-1.83%° �5 f� I '• 6Rk.R-
I � Naiw 3 1
50
CONSTRUCT 4" CRUSHED ROCK - (II/�-) 7,Zo 2 0 o os
4 5 \0
COMPACTED SUBGRADE 30 6o N
-co
0
30
we
10
TYPICAL SECTION
STA. 0 +50.00 - 4+ 76.60 LT
STA.2+81 . 18 - 4+ 76.60 RT.
PROFILE SCALES
HOR. I" = 40'
VERT. I"= 10'
Q z cn
w
W z
W JZ U O
zo J I J 501 V C. 1 < 50' VC. 50' VC. �-
�- 1001 VC, OQ � C=-0.30 �- C=-0.281 C=+0.26-
C=+0.711 °' � 0 0
1= 0) O N 0 Q O 0 ~
I— z + O J ®0) LO — O — Q 0 _ to — + In Cn
(n �NIt W -+- + 4C9 N� �U + U + rn �+N OWN
pO Od- O� NN NN I-N NQ rnN MN �N qN HN UUN
N 0 0 PROPOSED PROFILE U - N X U - -
OCt + d- + >J > J > J + > J > J >J > J > J Z +J
z In Co — Co — NO I a w a- W a- W rn c� a- w a: w a W a: W a- w w �- W
maw o w a: w ± w a. w -v 4.- -7 43 0/04. 500 % -0.30
TOP OF EXISTING SAN. / \°
M.H.
I —
II 1
I I
EXISTING PROFILE i i INSTALL 36' CORR. METAL PIPE INSTALL 36" CORR. METAL PIPE
STA. 2 +87 CL STA. 4+00
LI N D AVE. S. W.
M - LINE
0
0
W zl
Z J
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CITY OF RENTON
ENGINEERING DEPARTMENT
.� PLAN AND PROFILE
L IND AVE. S.W.
S.W. IO TH. ST TO S.W. GRADY WAY
DESIGNED DATE- 1Q_- ��-_ FILE N0.4- 4-5I
- "--- SCALE- I11=.-.451,_------.._ FIELD BOOK135_. PAGEC 4ig
CHECKED.- ---- --
REVISION BY APPR. I DATE APPROVED- -_-- SHEET_-- OF_ 3---
CITY ENGINEER
PROPOSED IMPROVEMENT PER THIS PROJECT
00
d"
5O' V. C.
LIGE[erejo-11A
J >1 J
W a_ LLJ
PROPOSED FUTURE IMPROVEMENT
--------__-PROPOSED PROFILE
EXISTING PROFILE
m
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O
0C\JO
0M
J
+IJ
o_J
W
NW
NW'
200' V C.
C = +0.821
CO 0
0 0
J >
W a_
S.W. 10 TH. STREET
A- LINE
J N
dU'
cb O
J 0
W ±
00
CD
W O
=/M' !Z! m •
0
+O
•
N 0 28
CD U Cd
J >J
W aW
-------- 18
Cn
0+00
1+00
3+00
4+00 5+00 4+00 3+00 2t00 1+00 0+00
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