HomeMy WebLinkAboutS-20290625 0
ROADSIDE
ROCK:::
(J' HEIGNTf
AREA C
BID SCHEDULE A
(j)
ZE
REEKM5 sz
-ml� IN
------ -- --
z�
ROCK LINED
Ic-191 DITCH
SHEET NOTES.*
/. SEE SHEET G-2 FOR GENERAL NOTES.
2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS.
WARNING
0 V2 1
R. C. E. NO. DATE:
IF THIS BAR DOES
NOT MEASURE 1
THEN DRAWING 1;
R. '. E. NO. DATE NOT TO SCALE.
CULVERT W/
AREA C NOTES.
C ROCKERY
CATCH BASIN
(D
RAISE ROAD GRADE
AREA D
INSTALL DIPPED WATER CROSSING
BID SCHEDULE A
STA 445 TO STA 6-83
QJ
STA 6+83
Cr-
'24
(5%
6" -1 %q" BASE COURSE
(D
RAISE ROAD GRADE
7
GRADE TURN-AROUND AREA (SIM TO RAISE ROAD GRADE)
'21
EY
r B 1 RAISE
[LLTJ GRADE (12' WIDTH)
.z
D DIPPED WATER
ov/
C-1 7 CROSSING
xx
RAISE ROAD
GRADE (12' WIDTH)
AREA C NOTES.
C ROCKERY
AREA D NOTES.
(D
RAISE ROAD GRADE
AREA D
INSTALL DIPPED WATER CROSSING
BID SCHEDULE A
STA 445 TO STA 6-83
STA 6+83
Cr-
'24
'21
EY
r B 1 RAISE
[LLTJ GRADE (12' WIDTH)
.z
D DIPPED WATER
ov/
C-1 7 CROSSING
xx
RAISE ROAD
GRADE (12' WIDTH)
ND DIPPED WATER
C-17 CROSSING
AREA E
BID SCHEDULE A
'b
%
9�
—911,10
12
f f
AREA C NOTES.
C ROCKERY
AREA D NOTES.
(D
RAISE ROAD GRADE
(D
INSTALL DIPPED WATER CROSSING
STA 445 TO STA 6-83
STA 6+83
6" - 2" TO 4" QUARRY SPALLS AND
(10' WIDTH)
6" -1 %q" BASE COURSE
(D
RAISE ROAD GRADE
7
GRADE TURN-AROUND AREA (SIM TO RAISE ROAD GRADE)
STA 6+63 TO STA 8W5
6" - IY4" BASE COURSE
STA 6-00t TO STA 6-70.t (30 FT FROM ROAD P)
8
8
(SEE SHT C-4)
9
6' - 2" TO 4" QUARRY SPALLS AND
3
INSTALL TYPE / CATCH BASIN
6" - IY4" BASE COURSE
3
3
(SEE SHT C-2)
4
INSTALL 15"CPEP CULVERT (20 LF)
CITY OF RENTON
A\
4
ROCK LINED DITCH
N ED
ORAISE
CLEANOUT MANHOLE TO FINISHED GRADE
6
6" TO 8" QUARRY SPALLS (AT INLET AND OUTLET
STA 6*03t
STA.L5+80 TO STA.N8+80
- 3 TONS EACH SIDE)
6
J'ROADSIDE ROCKERY (LOCATION AS SHOWN)
.... ......
DATE; 5/93
7
EXTEND ROCKERY DRAIN LINE TO CREEK
IPA JEB
(INCIDENTAL TO ROADSIDE ROCKERY)
SCALE:
FII B—z 'aG
SHEET! C-3 OF:
/RD\
O6"
- 8" QUARRY SPALLS (AT OUTLET
- 3 TONS)
(SEE SHT C-2)
PLANTING NOTES.'
RECORD DRAWING
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS
TOPSOIL AND PLANTINGS
SEE ORIGINAL CONTRACT DRAWINGS
FOR SEAL AND SIGNATURES
9-24-93 PLAN
WASTEWATER
REVIEW
DATE
DATE
NO.
RECORD DRAWING
REViSl
ND DIPPED WATER
C-17 CROSSING
AREA E
BID SCHEDULE A
'b
%
9�
—911,10
12
f f
I
—Q 4y
Cb -"y
Q1
co
AREA E NOTES.7
C ROCKERY
INSTALL DIPPED WATER CROSSING
-171 (8' HEIGHT)
STA 8+15
O6"-
F A-1 ROADWAY
-4 TONS CUT INTO SIDE SLOPE)
RECONSTRt
STA 8+45 TO STA 9+05
(10' WIDTH)
I
—Q 4y
Cb -"y
Q1
co
AREA E NOTES.7
(D
INSTALL DIPPED WATER CROSSING
STA 8+15
O6"-
8"QUARRY SPALLS (EAST SIDE OF ROADWAY
-4 TONS CUT INTO SIDE SLOPE)
ROADWAY RECONSTRUCTION
STA 8+45 TO STA 9+05
(SEE SHT C-4)
(SEE SHT C-4)
6
(SEE SHT C-4)
7
8' STREAUSIDE ROCKERY (4'-+ WEST OF SURVEY LINE)
STA 8+45 TO STA 9+05
8
8
(SEE SHT C-4)
9
(SEE SHT C-4)
(SEE SHT C-4)
(SEE SHT C-4)
LIGHT LOOSE RIPRAP (AT END OF ROCKERY
3 TONS)
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS
WWP-22-2029
IMPROVEME
PAN TS
STA.L5+80 TO STA.N8+80
DESIGNED:
DRAWN:
DATE; 5/93
FILE NAM
IPA JEB
9-24-11
SCALE:
FII B—z 'aG
SHEET! C-3 OF:
).N BY APPR.
DATE