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SW 27TH ST
STEEL PIPE HANDRAIL
FOR SIDEWALK -�
EXIST CONC SIDEWALK
2X , EL 21t 2%
W
I RENTON #2 LLC
STREET EASEMENT FLOW
A. #8111160398
g SPRINGBROOK CREEK........:.:
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GROUND, CITY FURNISHED
30'Wx10'H PRECAST BOX
'9.t3s,CULVERT (SLOPE=O)
......... ...... .__.....�.�......��..._. �.... 20
EL 4A:fW- 1 •. O i (r'IEMv
SHEET PILE WING WALL
....... _.............. 15
10
2.5 FLOW
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CULVERT CENTERLINE PROFILE
SCALE: 1 "=10'
- � _._ 5
"6.44 f
_44W
2' MIN SPAWNING GRAVEL
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A:
32507
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THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER 26, 1999.
NOTES:
1. 10" POWER, 4" GAS, AND 16" TELEPHONE UTILITIES
WILL BE RELOCATED BY OTHERS. CONTRACTOR SHALL
RELOCATE 2" STREET LIGHT CONDUIT. COORDINATE
WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION,
SEE DWG C-3 FOR UTILITY RELOCATION PLAN.
2. EXISTING TREES, SHRUBS, VEGETATION NOT SHOWN.
3. EXISTING SURVEY BASED ON FEBRUARY, 1999
SURVEY BY W do H PACIFIC.
4. UTILITY INVERT ELEVATIONS ARE APPROXIMATE.
5. FOR LIMITS OF WORK, SEE DWG. C-5.
6. CENTER STEEL PIPE HANDRAIL FOR SIDEWALK SO MIDPOINT
IS LOCATED AT CREEK CENTERLINE. SEE CITY OF RENTON
STANDARD DETAIL H024.
KEYED NOTES:
O REMOVE AND PROVIDE EQUIPMENT TO CITY OF RENTON.
O ALL MATERIAL EXCAVATED FROM EXISTING STREAM BED
AND WITHIN EXISTING CULVERT MAY BE CONTAMINTED
AND REQUIRES SPECIAL REMOVAL AND DISPOSAL
REFER TO SPECIFICATIONS.
O3 REMOVE APPROXIMATELY 5 LF 24" RCP AND MATCH INVERT
OF PIPE TO NEW GRADES. PLACE 2 CY OF QUARRY SPALLS
AT OUTLET.
O4 PLACE 2 CY OF QUARRY SPALLS AT OUTLET.
POINT
DESCRIPTION
NORTHING
EASTING
ELEV.
A
MON IN CASE
169327.90
1295481.13
20
B
MON IN CASE ROAD
169311.06
1295561.44
20.5&
STA 10+00
.34
C
TOP SE CORNER
169268^07
129554�$2
OF CULVERT
`18
D
TOP NE CORNER
1693
1295548.
�7-
OF CULVERT
�O•
•3-1
1e►.c5
E
ROOTWAD
169409.59
1295513.98
NA
F
ROOTWAD
169434.49
1295514.50
NA
G
CREEK (i STA 47+00
169199.11
1295531.03
NA
H
CREEK STA 45+00
169399.09
1295533.90
NA
I
CREEK STA 46+17
ROAD CL STA 10+29
169316.63
1295932.72
21.00
J
MON IN CASE
170579.98
1296554.47
21.32
Cl TY OF RENTON
CONTROL POINT 1551
K
MON IN CASE
169265.41
126518.21
21.98
SW 27 TH STREET
L
MON IN CASE
SW 27 TH STREET
169269.26
1295760.02
19.82
M
MON IN CASE
SW 27 TH STREET
169330.13
1295399.17
20.27
GRAPHIC SCALE:
10 0 10 20
10 = 10'
20 0 20 40
lI l l I J
1"-20'
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
-I D-27020�
SCANNED mAR 3 0 2000