HomeMy WebLinkAboutTED4001480.3060
30 _ -i-4- -- ._ 30'
Match
exist.
Prvin..
322.94'
322.78'
322.63'
u+SU
322.48'
- 6 0' -- --
3 0' ----- 3 0'
1+00
�.._ ,'? 1 _ 4 n'
1 �
Match exist Paving - -
Uj
322.33" L = 18.54 36+6179
C = 1 t>,'
L = 18. 54'
322.53' C = 17. 8 9' T
3 2 2.18' j 319.89' -
?.67" 319.46'�
3 21.95' T `
I
` CONSTRUCT CEM. CONIC SIDEWALK 4 5" WIDE ----_-_-. -_D---`-318.88+
G E . �_ 3 -
- -- - --_.- r _
- +- - -- # P.C.tvT.C. 322,09 22.27 P.T. T.C. CONSTRUCT CEM CONC CURB & GUTTER _ __ --- -- W
- W -- - + --- _ w " - _ -- ---- - --
S � - - - - --S 'k-- l _ � 3 3 96 - 322.78 ®� W 3 4 +80 -- --- 3 2 2. 5 0 - -- - _ _ - - -- - W -- _. -- - - - - - - - ----- W-
+ 07 2
-1$ T _.�`_.}__.e�_._._.��__.._�.`__.�.,.__._.. __� _ea� i8., ST r� ��� ���
b
i
+ -
O+OOE i
a,• •o
1 o�
e
Iry
qy
�QC Q� \C O
�
X x
h
CURB--RE-TURN DATA
R = 20.00
CURB RETURN DATA
P R = 20.00'
320.99'
l > 320.60
320.20
l� 319.81'
i
r
l 319.41'
� r-
319.02"
0+ 30 319.04
318.62'
DO
l
W
4� 318.
46
.Q
Q
'o c
c °Q)
e w
a� m
Q\JCL b
V'
Ar v
Qj
�ti ti o
4' 6
M MX .�
.b
moo' o'
CURB RETURN DATA P. T
R = 20.00' 37+45 Ls
L= 1854'-
C = 17.89' 318.54` M '�
34 t0 7, + ��,,>.� O+OOE \ O+OOW
323.32' 323.19' 323.18' 323.04' 322.91' 322.77' O+OOW 322.64' 322.33' 321.69' 320.89' 320.08' IT 319.53 319.22'
-- -__-\--� ___--- -- -----
-- ----
318. 47
P. C. PI AVENUE N. E. 3 2 2.67
32 323.28� 32+86323.09' 36+42�' 320.20' 319.28' 318.88 _-T-1 svra r LEM C�.t'NC CURB & GUTTER -� --- -
i
p CONSTRUCT CEM, CONIC. 'SIDEWALK 4.5' Wi:b -
r___-_____ --____ _ __- _.___-- ----__.----
--�_ _
_--_____.------_- __-_-_ __. _-___� T. __.. __..-_ _.. --._ __..__.._-._.-------___.-- __-._-- _... .----__-..--- - _W - --
1 w
!� / __------____-- -__.'$ _ __. --_.. W G.E. /j•v.. _
3I9 (4 318 43 C
323.06
322.
CURES
RETURN DATA
�R =
20.00'
L =
18.54'
C =
17.89'
\o*30 _ T. C. G.E.
322.59' 322.96' 322.30
W
TA
i CURb RL I URN DATA
1 n + 4 0
323.04' R - 20.00'
L = 18.54'
C = 17.89"
323,49'
0+60
323.94'
M
N E
324.40'
\
Uj U)
324.85'
W
Z
Y�....
0+
325.30'
Match
exist.
325.75'
Paving
�4- 20'-- E-- 20"---
I
I {
1y
0
Qo
a
0
04
ti
f;
x
o-
o'
CO
INTERSECTION OF EDMONDS AVE, N.E. & N.E. 23rd ST.
i't tJ i L
TERMINA; t. ' o Ft I__ tif'a� N i
AT N.E. 23rd ST, & NW/SW CORN, N.E 24th S''
FOR DRIVEWAY LOCATIONS SEE SHEETS 6 8,
T
PC. �- PT
318.93'
CURB RETURN DATA -
r pT1 f1/jj/ CURB RETURN DATA
P C. -_- -
L9 = 910 13 4 2 R 2 2.5 '
319.09' 8 = 880 46' 18"
L = 3 5.8 3
T = 22.99"
L = 34.86'
C = 32.16" !'I ------------- III -I T = 22.02'
I
319.26' C = 31 .48'
BACK OF WALK R�iC I III III I
_ _ 1 I III III I BACK OF WALK R = 10
_
P.T_ i i Ij I Ijl I I P.C.
{ - " _- I III I ------ Sta. 0+ 34 (Lt. 29g) Remove & Replace 3'x 6' Brick
Sta. 0 355 (Rt. 29°)Remove & Replace 0+45E 0+44E p
3 x6'Brick Pionter T. C, ��I 1i1 I I Planter Box 8 Sign.
Box 8 Sign ' J' 1 Ii l III I I T C
319.25
I 1 III i 11 I 319. 15 '
I I rI
Ii I I I I
- I I_Ii i I I
--CONSTRUCT CEM. CONC. SIDEWALK 4.0' WIDE
CONSTRUCT CEM. CONC. SIDEWALK 4.0 II I I
CONSTRUCT CEM. CONIC. CURB & Gt'T " 11 i E - -CONSTRUCT CEM CONC CURB 8, GUTTER
I; +; 50E Match ex. Curb, Gutter & Sidewalk both sides.
Al i li III I I
- W
8 S T -- - - .
^3 O
N O
N M
I
t1
3
i
3 0'
C
_.___ 3 0' -...-_ 3 0 " - - - - �-I
fie& 1 $Sw/cw
INTERSECTION OF . E DMONDS AVE, N.E. a N.E. 24th ST.
I GRADE REVISION R.E.J. BKMg It-z7--io_VphATE
19.
SCHEDULE I `
CITY OF REN ►° ON
ENGINEERING DEPARTMENT
EDMONDS AVENUE N.E.
STREET IMPROVEMENT
N.E. 23rd ST. a N.E. 24th ST. DETAILS
DESIGNED. R.E Jensen
DATA` 7 - 2U-70 - FILE NO.-
DRAWN,--'R
_ E J .
CHECKED._.�•A4• P- SCALE_ 1 = 20 FIELD NOOK _.__PAGF_._
I�b
SHEET.