HomeMy WebLinkAbout1682.1MATCH EXISTING SEWER MH D
CURB TC 24.10 TOP 22.70 Ln
Z8 $, 15+88.37 P.C. j' 1 \\ \
9 2 REMOVE ALL TREES & SHRUBS
TO BACK OF NEW SIDEWALK / �'• \\ `."
-CI / AND TRANSITION WITH o `
TOP 23.62 / TOP SOIL AND BARK STA 20+36
9 L.F.-8 CMP 14GA. II L.F.- 8' CMP 14GA. REMOVE EXISTING CI 11 \
1 o�� 1\3s� @ A/3 RAILROAD TRACKS TOP' 23.77 � \
o AND APPURTENANCES 20 \'
`` C I IE 21.00 1 , CONCRETE WALK MOVE EXISTING JUNIPERS
6 ` TRAFFIC �� TOP 23.37 WITHIN R/W 1 / \\ \ TO BACK OF NEW CURB
CONTROLER IE 217 PT 45.06 .20 O STORM MH REMOVE AND REPLACE PORTION
TOP 23.40 / 1 1 , TC(22.70) SAW CUT OR REMOVE AT OF EXIST. DRIVEWAY
PANEL 18+99.02 PT REMOVE EXIST. NEAREST JOINT CONCRETE
�� 11 TC=24.21 LIGHT PRINKLE �� I PT 0+6 .
TRAFFIC BOX 19, , HEADS C (22.5 SIDEWALK TRANSITION WITH LI N D AVENUES. W.
PWR 1
---n \STOP ` / 10 � 1 TRAN I NEW CONCRETE WALK TO MATCH PHALT PARKING
SIGNAL 7 `J �'bil,uj -1�•'?r 1E�
POLE / 7 11 \ \
F \ ij
_- , 0 I W " CONCRETE WALK LT e
"lei11 '
6 7 STAND O 1 " \
18" STORM � D .SIGN 2
2 �
TC 3.35
6 6 1\ \\
MID cl
J •u- n `__ ii ii h d u i i % ///
�� " STA 2 -t TC .33 \\ STA 21+26. 4 /
' E 17.92.4 r U 9 CB I; 1) `� F1 I I L.F.- 8"CMP = C 11 MID _ PC I MATCH EXISTING CURB
I r ` TOP 23.5 \ \ TC 4.34 TC - 22.07
+ I II T 2 ` TRAFFIC LOOPS N 14 GA. I 11 10 � W 12" CIP WATER -� AT DRIVEWAY
STA 18+38.03 N 8 ` @ 0.5 0 % 1 - - - _ - _ _ C� i
I =STA 15+26.11 W �\ y - \ \ \STA.20+95.6I
M I II MON ENTER LINE 1 1 �76' 113' 24 /� SETA 0+00 W 2 STA. 22+45 N / STA. 22+59
Q 0 I 8+00 \\ n A\ L - 19+00 u ° a, `u E 20 oot \ _ MO / _ N 01' 11' 44" E 22+00 23+00
H 17+95.12 1, -
- 5.57' I \PTSTA.19+37.63 7 257.66 I \ f 1 +
N 1' 23' 32" E JOIN t�
MON \ \ 1 8 \\
Z U 8 18+39.12 TC = 24.40 1 21+00
2 -SEWER MH
RIM STORM
18.9 H
O I 9 STA 18+39.12 N\\ u► \ \
r1 � \ II =STA 1 N20.54 � 6 \ ,� �
a - _ _ O� _ _ O ,�� 7 --
t BOXFFI p�`_-
26
� 24
PT STA.16+19.92
TC = 24.12
1,
5; Ld
-O
INSTALL 4-8'X2'
ECOLOGY BLOCKS -
SEE DETAIL
SHT 4
PC 17+49.11
TC = 22.23
c6
A' "�'� TOP 22.0 2 a J TC O H - ---- OCK TE SP HDIE 19.6 TEL 6 PSIGN - - - - _V,447-
17 TEL q MID�4.00
- �� - i TEL MH
TEL & POWER � REMOVE EXIST. 1 SP H RIM 20.7
�\ I CMP 14GA. 1 \\
TRANSITION TO EXISTING LIGHT AND
0.55% PE E c P� �. ` FOUNDATION SA UT & R�YOVE z
- GROUND WITH 2 � I SLOPE
STA.17+68.22 SIG 7 TOP 23.7
�\ � �� a� ALONG BACK OF SIDEWALK STORM MH 1 1 EX. �SPH. TO "RIW o
PC TC=22.49
STA.17+66 --
CI
/ TOP 21.94
REMOVE EXIST. TREES
8 COTTONWOODS 1'- 3' DI A.
3 MISC. 6"- I' DIA.
PROVIDE CLASS "B" BANK RUN
COMPACTED IN 2' LIFTS MATCH
FILL PLACED ON GRADY WAY PROJECT
REMOVE EXISTING
FIRE HYDRANT
m'nN
w
22
20
18
16
17+00
CNI 1*
SIG L IE 0 ° Q• rn, TOP 25.3 CON 2" CL. B � �
POLE 6 IE 16.4 1 OVER11114" C.R. \\ in NEW CURB &GUTTER I o� TO MA1TC�i EX. Q �
AND 6 CONC SIDEWALK , � \\X
(TYP.)F-
SIGNAL I CI
/ J BOX O I 1\ TOP 23.5
1 `2 , IE 20.5
TC MID23.� A`( 1\ 1 14 LF 8"CMP 14GA.
RP�Y
SW G i 11
�o 9
P T STA. 14+52.19
TC=24.30
10' EASEMENT
\ O
28 -�
4o' PC STA. 14+ 25:72 O LL PLAN
TC - (24.31) SCALE
506
- CURB RETURN DATA
ANG
RADIUS
DELTA
LENGTH
TANGENT
E
50'
76'04'16 "
66.38'
39.11'
F
40'
103'5544"
72.56'
51.13'
G
50'
76'16'04"
66.56'
39.25'
H
50'
103'4356"
90.52'
63.69'
I
25'
103'46'36"
45.28'
31.87
J
25'
76'13'24"
33.26'
19.61
1 LA CC) Ilm CC)�-(D
wm
(D ,
I 1 \I ± o
I-
o
THE CONTRACTOR IS TO
z
�%
MOVE EXISTING SPRINKLER
X
SYSTEM, ROCK, FLOWERS AND
U-)
�
ANY SHURBS TO BACK OF NEW
+
o
SIDEWALK PER FIELD ENGINEERS
INSTRUCTIONS PROVIDE NEW
ASPHALT PARKING
1
N
�
BARK AND TOP SOIL TO
�
PROVIDE SMOOTH TRANSITION
N p ±
LEGEND
1
H TO GRADE
O ADJUST UTILITY VAULT TO GRADE
1 F-
INSTALL
DASIN
SOLID LID
1 11 U)
O ADJUST
MANHOLE TO GRADE
0 REMOVE TRAFFIC JUNCTION BOX
1 1 11
O3 ADJUST
WATERVALVE TO GRADE
O REMOVE EXISTING CONCRETE FOUNDATION
1, END CONS RUCTION 1
O4 4+00 1 S S ADJUST GAS VALVE TO GRADE 8 ADJUST MONUMENT TO GRADE
I 9 I V2" MIN., 2" MAX. CLASS 'B' ASPHALT OVERLAY
N ro : N. t0 - REMOVE EXIST. C.I., PLUG PIPE
T v w +
. N p,3 . O.
to
. �
N
� ?
N .
� .
N .EXISTING
p6°1oj
S.W. GRADY' WAY
•
to .
�2.�
i
& L I N D AVE. S.W.
N
co.
�
�
\. GRADE CL
.N
INTERSECTION
.
:
J
. �
--
2: �8 �
Z
J
.�
Ih
j
:
w
. o+
N
co
, N
Z
• a
' ui
c� ' `�•
NEW• GRADE @
. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :100'.V.C.: . . . . . . . . . F . . . . . . . . . . . . . . .
:...:. . ...:...:..
g U
O N O ^N
. . . . . . . . . . . . . . . . . . - r.
Ld
18+00
LLJ
21 +OG
19+00 20+00
N0.
22+ 00
ISED STATIONING, ANGLES J. L. L.H. I /
REVLSION HY APPR. DATE
X
:m
N �
Lo
-
N
1.56% . .
26
24
. 22
20
. 18
' 16
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
LIND AVENUE SW STREET IMPROVEMENTS
PLAN AND PROFILE
DESIGNED M. A. / B. Brno DATE SEPT 28, 1988 FIIE NO.
DRAWN L. R. /Jun A_
clZcxxD Mi. G. / . bray scALx AS SHOWiV ~- • FDw soox PACE
APPROVED SiiRR'f 3 OF II
DIIOZCI'OR OF PUHLlC iroRxe