HomeMy WebLinkAboutR-398705H
H
H
T
Q
J
Z
W
0
U
Z
0
w.
WIN
M
MS.
WRAPANN
�..e
p. .vi
bis"AM
ISEERm-
_
WL
'eMvrssem,-`
ANA
F
MMAM
am m
L
F_
w�x�e
°+� —
M.,,ra,
IvANMA a
�1
'• a y'• ['' [`F
ammo —
.
YCYYidi
MIN
y I4
•M� I
AMS
mow
MIAMI
6i
.w' i� '':�" m°19'MrtPMi `ei�i¢l4ksx[w
uu
in15H§ �,meab=
L
® 3�
"�v
y
`
Y's4MmFlnsKKMmevwec.
o acxxnrx sussmu n.awcwanowrxwunr,w.swwss,ryc„mu s[
dcmGum
Z
L may"
u .m..n..uM
as
ve rvrcu.en+a �wwwnlm0
Or
y'
rr
WII vs""w°u "uw«urt.siwix�e-wry
mL
� �
—
Q
II Wm,xaw�
ar„ , �."., ,
r THE
MAIN
MMMT ®.MMRMgMM.w
—INSI
L
„
�a.
�.. �x,aa
LLI
a k xw.,9 w M a.x
a
m m
U.
NL
SEDIMPMTTNAP sm. sox-x�,.W
W�IIODBS
MFa�
�NYx Mi!®
��
NT4tiume
166N6TMVtt10NlNTMMC[
7, F� N
CATCH BASIN
..
INTS
F ve Wig
@.i�F�
TRAP
WS]@uLWSlL
CE Z
FENCE
FPS
3
CITY OF RENTON STD 211,00 - SEDIMENT
CITY OF RENTON STD 214.00
-SILT
CITY OF RENTION
STD 215.10- STABILIZED CONSTRUCTION ENTRANCE
CITY OF RENTON STD 216.30 - CATCH BASIN
FILTER
I
WHERE
fr
,
o—Y2iEaPR
<
4 '.I
✓� -FEE
IN
-—
_T
L1—
M;SOL
i;
.L.a
3/4" PLYWOOD EDGE
PROTECTION TO
WMWI
<N'v
BOTTOM OF CONC MIN
INTINW
-H
NEW CONC EDGE
MINA,
n l -fill '11
3..
�wm
cF° ".'Y aIIw
MIN. 1 1. IMLIlt 11
,x
;;: mPo ,��.
m "I WIN
O
ROUGH
ROUGH GRADE OR -
QUARRY SPALL
�M,.9MvvM.MM:,�.
AFNINFINIEFFASIN
PROTECTION O
3" GSBC
i �T[ tN¢aNl �i}Pa =�Ao
y'ig�[
urteatevrtaeum
��_��
�F, �[ tnrzaGVTtaaalnLL
L
7
p
CITY OF RENTON STD 217.00 - INTERCEPTOR
CITY OF RENTON STD 217.10 -INTERCEPTOR
217.40 -CHECK DAMS SPACING AND CROSS SECTION
DIKE 5
WAN"V
CITY OF RENTON STD
/
TEMPORARY EDGE PROTECTION O
EX GRADE
PROVIDE 12"
6"-12" PERFORATED PIPE AS NECESSARY
OVERLAP OF
FABRIC TO
TOP OF PIPE SHALL BE 6" MIN
ABOVE GRADE
PROTECT
PERMEABLE
LAYERS
O�OO O�OO O�OO oa
PROVIDE SOLID COVER
RUNOFF WITH SEDIMENT
MP
STRETCHER BAR z"Nmu
BOO C
DISCHARGE TO STORAGE
TANK VIA TEMP FORCE
p 00 O 00 00 O 00 00 00 ASSUME
MAIN
00000 0000 000 00000000000 EXCAVATED
5% 1 1'
00000 0000 0 000 000 QO000 00000 00000 00000 12DO
00000
00000 OON �000000000�000�000�0 BELOW
SUB -BASE OOOO OOOO
FOR 00000 0000 000 00000000000000 GRADE
QOOOo�O000 O00o� OpOQa�O p0O00o�O00o�O00 QO00000000
PERVIOUS
00000 OOOO 0000000
PROVIDE 12" MIN WASHED ROCK
PVMT OOOO OOOO p000000000 PROVIDE
AROUND PERIMETER OF PIPE
po00o Oo00 OOo po00o0000 0000
FABRIC TYP
i
oO000 oO000 OOOOo OOO oOO oO000 oO000 oO0D0o OOoO00
000 00
0 00 00 00 00 00 00 00 ALL EDGES
WRAP WITH PERMEABLE
FILTER FABRIC
� N �� ��
z 24"-38" PVC OR HOPE PIPE
�/ i� 6.�/l.
v FILTERED
,�
RUNOFF W/ 2" DIA WEEP HOLES OR
SUBGRADE RECEPTOR 12" QUARRY SPALLS GEOTECHNICAL
o APPROVED EQUAL
_7.5'
BELOW EXISTING TEMP SEPARATION FABRICTO ENGINEER TO REVIEW..
GRADE. PROTECT SUBBASEAND APPROVE
SUBGRADE TO BE RECHARGED BED
i , , , WIRE TIESR-398705
L. u_
NON WOVEN GEOSYNTHETIC FABRIC MATERIAL
CONFIRMED BY
PER WSDOT 9-33.2(1) REPLACE As
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
2'p x 2" MESH, 11 GAUGE
MIN PROVIDE SECURE
GEOTECHNICAL NECESSARY WHERE
RECOMMENDATIONS 36 MIN RECHARGE BED
FOWLED BY SILT OR
ATTACHMENT AROUND
ENTIRE FENCE PANEL
EX SUBGRADE MATERIAL
OTHER DELETERIOUS
RECEPTOR SOIL GEOTECHNICAL ENGINEER
}I00
< I
WATER LEVEL
DEVELOPMENT ENGINEERING
07
SURFACE WATER UTILITY
CONCRETE BLOCK
TO REVIEW INSTALLATION MATERIAL (BY
-❑ SUMP PUMP AND MOTOR
IFitz-James 02/15/2018
rstraka 02/15/2018 '�
MIN 80 LBS
NOTES OTHERS)
1. REFER TO DETAIL 12 SHEET C4.2 FOR HEAVY DUN PERMEABLE PAVEMENT
MSSEC
n
TION FOR ADDITIONAL INFORMATION. NTS
CONCRETE BLOCKS NTS
CONSTRUCTION FENCING 9
SUB -BASE FOR PERMEABLE PAVEMENT O
SEDIMENT SUMP & PUMP
tti J n
ate.
1 "=2Q'
"'� "°w'�//'"'
CITY OF
RENTON
FIRE STATION 15
1404 N 30TH .STREET
SEE
12/22/2017
1932 First Ave Call 3 Working Days
Suil201 Before You DIG!
Seattle, WA 98101 n
Imm
e ape N'�9''tp
" z
PERMIT RESUBMITTAL 2/12/18
ur
BEDDOW
ANNE
°R` SMN
p. 206.725.1211 9�' il
q
R p N o PERMIT RESUBMITTAL 1/29/18
cp
RENTON, WA 98056
f. 206.973.5344
msrsTv' �y`�' �g p BID ADDENDUM NO. 2 I
O
DATUM
Planning/Building/Public Works
Dept.
C1.04
16 18
„m.
Ar
s�
esS70NAL `
GATE
APPR
engineering pllc wNN.lp4engine ngmm 7-800-424-5555
NO. REVISION BY
""E"COfvF"L'
TESC DETAILS
H
H
H
T
Q
J
Z
W
0
U
Z
0