HomeMy WebLinkAbout1453.1NW I/4, SEC. 2 I , TWP 23 N., R 5 E, W.M.
o
J
W
w
H
0
0!
w
w
I+- I
in
EX 12 J - I REMOVE 80LF CURB, GLITTER & SIDEWALK
GATE VALVE
> 1
=
0
w
m
_j
0
L
z
1
O I
z
WZ
1
0-0
0.
i i r FAINI i' 10411 i.
U J
0
E
LAMP
?
Cr
0
I
POST I PC. 0+ 4 I. 36
EX 12" C.I. -- 1 0 j --- - - -
WATER MAIN - ---,_� - U o STA 0+29 CURD INLET 10' LT
M 1 I 00 ( TOP EL = 369.90) 1. E.= 368.48
i J + II
EX MANHOLE ---� _ O O I I _ -P.T. I - 25 _38 BACK -
j X 2+07.37 AHEAC)
�„ EX_STORM SEEKER � w " �I
_ 0
_ c� 26 L F 8" 22 30
CATCHBASIN� — __ . 0
I _ L 4�E rt7U Ile. P I—
i �•� CONC Pik �
S S.E _ = 0.02 — —
EX VALVE
EX FIRE HYDRANT I , 1400
3too
EXIST;NG 'r/ALVECHAMBER- I SEX 8" 0
ISSERM%hEI I \ STA 2+20 &2.53: REMOVE
I I EXISTING 18" CULVERTS & REPLACE
I EX 12" C. I. WITH 24" 0 CULVERT AT STA 2+ 53
WATER MAIN RIP RAP OUTLEY WITH 8"(-)
�� r, QUARRY SPALLS
STA 0+27 16 RT I I -EX LAMP POST CONSTRUCT 5' SIDEVNALIt,CURB &GUTTER
EX CATCH BAS I N (I ---- -
TOP EL= 370.01 t I EXISTING ASPHALT BOTH SIDES TO MATCH EXISTING THROUGH
WEST I.E.= 367.96 ' 22' 2?' I I� RADIUS RETURNS. TRANSITION OUT CURB
& GUTTER 10' FEET BEYOND END OF
j I) SIDEWALK. INSTALL WHEELCHAIR RAMPS
l� ON BOTH SIDES. SIDEWALK,CURB & GUTTER,
' & WHEELCHAIR RAMPS SHALL CONFORM TO
CITY OF RENTON STANDARDS.
390
385
i
375
370
365
60' V.C.
0-
0
a_
pIQ
00
0
M
O
m
0
U
+
O)
+
O
(i)
I"
?
HJ
W
W
Fa-
(n
J
J
_J
7
LJ
Y
0
O
LLJ
Iv
0
O
Q
a
I
i
Q
I
z
WN
+
_0
I
Q�
I�
�(n
0+00
4
M >
0 '� N
a) W m
(o --I O O
MW � M
"W n
W� W
J� J
W U (n W
-0.39%
0.39%
0 �NEW 24"0 CULVERT
N I E WEST =365.68
1 E EAST = 365.57
Q "EXISTING
"EXISTING 18" CULVERTS
W/
��/
CURVE DATA
NO.
PC STA
0+ 41.36
InI,
t 150 59' 06"
R
L
T
1
301. 16'
_
84. 02'
42. 29'
2
8 +87.67
43000' 0j"
212. 57'
159.53'
8 3.73'
S_TA 4 + 00
INSTALL 18'0 CULVERT
RIP RAP OUTLET WITH 6"(-)
QUARRY SPALLS
6 ' RIG[IT-OF WAY
1 -
33405
4'45"E
— --- -
6 80.30"
7-
STA 5 + 05 /
REPLACE & EXTEND 12" 0 CULVERT.
RIP RAP OUTLET WITH 8"(-)
QUARRY SPALLS.
LINE DITCH WITH RIP RAP 3" (-) QUARRY SPALLS
5+00 TO 8+00 ON LEFT
PAVEMENT EDGE
SHOULDER EDGE
0
ti
ti
(M
"
>
w
J
W
�J?EXISTING 12" CULVERT
TO BE REPLACED
��NEW 18'' 0CULVERT
I E W EST = 366.00
I E EAST = 365.80
PLAN
SCALE: 1" = 50'
PROFILE
VERTICAL : I" = 5'
HORIZONTAL: 1" = 50'
EXISTIN
_ ,-FENCE
P. C. 84 67. 67
G
5 W b'e %cedes f a 7i-all
�oca��or� to be dQtcvmi�ed
in The
INISHED GRADE
KISTING GROUND
1 }00 r// 2+07.37 3400 4{00 5+00 6+00 7+00 8+00
0
0
rn
M
>
w
J
w
AS -BUILT per Section 7-4 Construction Manual
for Municipal Public Works Construction 1973
RV Date
(DC9011
JC-5 0.
3
x e,
x� 5ne
0 w
�e
� 5
�t-oo
_ — STA 10 + 2 8
EXTEND EXISTING
18" 0 CMP CULVERT
RIP RAP OUTLET WITH
8"(-) QUARRY SPALL-S
NOTE.' I. FOR ROADWAY SECTION SEE SHEET THREE (3).
2. ALL WORKMANSHIP & MATERIALS SHALL CONFORM TO
APWA 8r CITY OF RENTON STANDARDS.
94-00
LO
ti
rn
M
>
w
J
w
100' V. C.
395
390 Approved by
385 Directo of olis ort , d
380
APPROVED BY
CITY OF RENTON. DIRECTOR OF P11131-IC WORK
LANDMARK ENGINEERING
CORPORATION
1900 SO. PUGET DR., SUITE 210
RENTON, WASH. 98055
206 - 255 - 9484
BELTERRA DEVELOPMENT CORPORATION
RENTON, WASH. v_
CEDAR RIDGE i
RESIDENTIAL PARK
GRADING & PAVING
c..sr^ ENTRANCE ROAD
0
+0 0 TO .- IO O0
DRAWN: JRW JOB NO. 80- 003
/ DESIGNED. RHB
CHECKED: WES SCALE: AS NOTED
1�� DAT E: AUG 80 SHT 2 of 17