HomeMy WebLinkAboutR-3978110
75
O
GRIND SAWCUT AND REMOVE
.0' MIN
12" HDPE
1.00' 2.50' 1.00'
MIN MIN MIN
GRIND
1.0' MIN
`0.21' HMA CL Y IN PG 64-22
\-0.64' HMA CL Yz IN PG 64-22
CSBC COMPACTED DEPTH
PIPE BEDDING
SEE SPECIFICATIONS
A TYPICAL 12" LATERAL TRENCH SECTION
SCALE: NTS
1"0 HOLE (TYP)
16" #6 REBAR DRIVEN
THROUGH ASPHALT (TYP)
390 HOLE
#4 REBAR
(TYP)____\
4 Y"
SEAL Yz" DEEP HOLE
WITH MORTAR
I
�n
4000 PSI ' I
CONCRETE
y„ Y4"
9,,
SECTION
I WHEEL STOP DETAIL
ak I SCALE: NTS
z
o
so
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in TIB 8-1-102(034)-1 �) BergerAliAM 5�w RECORD DRAWING
CALL 48HOURS �/ macdbee"—desiastoiepnenrecord dnrd/o
de�dnes �—designed components and/or
BEFORE YOU DIG 33301 9th Avenue South, Suite 300 ° as-c°nst acted components. Intonation
N Federal Way, Washington 98003-2600 "'''E" � agording as-con*aded wmpanents was
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 "` t�9�K pronded br °"C and "°' "°` YenOed NO
na,
REVISION
EXISTING 12" HDPE
PIPE (REMOVED)-
EXISTING 24"
CONC. PIPE
IE=18.82 —
PROPOSED 12" HDPE PIPE IE=19.41.
SHAPE NEW PIPE TO FIT AND REGROUT
THE OPENING WITH NON -SHRINK GROUT
PER WSDOT SPECS SECTION 9-20.4(4).
ALL JOINTS AND ALL OPENING CUT
THROUGH THE WALLS SHALL BE GROUTED
AND WATERTIGHT.
EXISTING 18"
HDPE PIPE
IE=17.70
------------- ----------�
IF
EXISTING 60"
CONC. PIPE EXISTING 36"
IE=14.45 EXISTING 48" HDPE PIPE
IE=14.45
HDPE PIPE
IE=14.30
(NOTE: EXISTING INVERTS TAKEN FROM AS-BUILTS)
B NEW CONNECTION TO EXISTING VAULT
SCALE: NTS
OMIT PEDESTRIAN CURB AND GRADE EXISTING
SLOPE TO MATCH BACK OF PAVEMENT
5' MIN
5' MIN
ROW LINE
ACCESSIBLE PEDESTRIAN
PUSHBUTTON POST
M
POST FOUNDATION
CURB RAMP -/ RAMP LANDING ` CURB RAMP J
CURB &GUTTER
-/
DETECTABLE WARNING SURFACE
NOTES:
1. DIMENSIONS AND SLOPES PER WSDOT STD PLAN F-40.12-02 UNLESS
OTHERWISE SHOWN.
2. ACCESSIBLE PEDESTRIAN PUSHBUTTON POST AND FOUNDATION PER
WSDOT STD PLAN J-20.10-03. SEE SIGNAL PLAN FOR DETAILS.
D PARALLEL CURB RAMP DETAIL
SCALE: NTS
Approved For BID
Robert M. Hanson P.E. Date
s�EAS SHOWN a o— a • 11 ws Ps., �� ° CITY OF
°N JRL a"RENTON S 7TH ST. AND SHATTUCK AVE S
we. JCR Public Works Department
DATUM Approved For construction MISCELLANEOUS DETAILS
OJRL
BY DATE APPR 'eOV sar 5G�" ACC0R01NCL Rohert M_ Hnnsnn P_F_ ❑nte SHEET 1
oELO8//23/16
�: MD-1