HomeMy WebLinkAboutSWP2702149.1N
GREEN RI
rz: I ,
WASHINGTON STATE
N. T.S.
LOCATION MAP
L1TUEX OF' DRA WINGS
SHEET NO.
1.
2.
J.
4.
5.
6.
7.
9.
>0.
11.
72.
13.
14.
15.
16.
17.
18.
19.
20.
27.
.Vvvp Z 7 -s 10.0
T/ TL E
INDEX OF DRA WINGS
SITE MAP
GRADING PLAN
PLAN - PROFILE
PLAN - PROFILE
CHANNEL CROSS SECTIONS
CHANNEL CROSS SEC77ONS
CHANNEL CROSS SECTIONS
CHANNEL CROSS SECTIONS
GABION DETAIL S
W/NGWALL STRUCTURE AND REINFORCING DETAILS
WINGWALL REINFORCING DETAILS
TRANSITION WALL
TRANSITION SLAB
EROSION CONTROL BLANKET
PVC MEMBRANE DETAILS
FISH HAB/TA T AND PLANTING PLAN
FISH HABITAT AND PLANTING DETAILS
SOIL L OGS
PEDESTRIAN TRAIL PLAN AND DETAILS
PEDESTRIAN TRAIL DETAILS
EAST SIDE GREEN J?1 VEJ?
WATERSHED
PROTECTION AND FLOOD PREVENTION PROJECT
KI-zVG COUNTY, WASHING-TO-1V'
P-l CJANN.L�'L
STA 6 70 -/76 TO S-.T--A- 680 -t- 26, 3 7
PRTPARF-0 FOR THF, GREET' RIVER FLOOD CONTROL ZONE DISTRICT
GE,VERA L NOTES
1. Tne Washington State coordinate system NAG 27
(North Zone) has been used.
2. E/evations are in feet above meon sea level,
NG VD 29 datum.
3. All stationing is measured horizontal distance and
refers to main channel centerline unless otherwise
noted.
4. Soil logs shown on these drawings indicate general
conditions at the site. Soils investigation logs and
geological reports are available at the SCS Renton
Project Office for reference. No warranty of soil
conditions that are encountered during construction
is expressed or implied.
5. No representation is made of any utilities, public or
private. Absence of utilities on these drawings does
not assure that no utilities are present. If buried
utilities are shown, the location and depth are
approx/mote. The exact location and depth of any
utility must be determined by the uNity company
prior to any, excavation.
i
US DEPARTMENT OF AGRICULTURE
SOIL CO-IVS ER VA TION SP!.RVICE'
w 11i
24037
�ONAt
SIR UCI TURA L NOTES
1. CnOmfer J14 inch all exposed concrete edges.
2. Spocing of reinforcing bars is measured center
to center of bars.
J. Bar cover is clear distance between the surface
of the bar and the face of concrete. Unless
otherwise shown is 2 inches for formed and
top surfaces and 3 inches for surfaces poured
against earth.
4. All bar splices not shown on these drawings shall
be staggered with bars lapped a minimum of 30
diameters of the smaller bar in the splice.
5. Reinforcing bar placement shall conform to tolerances
loved out by C.R.S.I. Concrete forms shall be set
/n conformance to A. C.I. tolerances.
/l-''� ,y a'_�.� ���i •s` �.,_,_ � ,:��� fir'
Section or Detail
i
2'
160"
Sheet where sectionZ __ Sheet where section
or de tail was taken or detail /s shown
NO. I REVISION I BY I APPR.
0o 2/44,0 /
A0=&z*d"00J
F'ECOMENDED FOR A PPFO ✓A �
ary
1 "
�. PL AN REVIEW
CITY OF RENTO N
DEPARTMENT OF PUBI-IC WORKS
SPRINGBROOK CREED / P-- I
CH I NNE-L IMPR0 VEW-N T
DESIGNED: AS NOTED "ATE: AS NO,t[i FILE NAME.
DRAWN: AS NOTED
CHECKED: AS NOTED SCALE: AS NO FIELD BOOK: PAGE.
APPROVED: SHEET: OF:
W
IJ
I=
W
E-+
1.4
U
V
0
t7 -
W
Q
J
Z
RECISION NO,
DRAWING 40.
EESGR-3
SHEET OF
b�JS. 17,7-0