HomeMy WebLinkAboutTED4001416.21SEC. 21,, TWP. 23 N, I? SE. W.M.
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CL OSED DETENTION PIPE DETAIL
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/NV. 285. o
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TYPICAL MfAC / SEC TIN Wl,-10'17fe coup/=s,
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of 2d ", C M. ?
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AREA TO 8E COMPyC TED TO �95
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DETA IL A
UM/T OF P/PE
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TYP.
O.IS'RISE('M/NJ
6R4YEL BACI(F/LL FOR P/PE BEDD/NG
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ors.
PfiQ P,9C/F/C CUL !/CRT � fABP/CATOTr'�'
O,CYMP/A Piy �6¢ - 27.ZS
TYf I CAL SECTION
PIPE ARCH
ATS
41 ----- DATUM— INV SS M. H. 049 ON K/RICLAND
AVE. SE -700'' SOUTH Of /NT
/20 " AVE. SE. Y K/RKLA ND
AVE .S.E., EL. 37/. 47
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%r/aNAL ENG
GENERAL NO TES
1, All work & materials shall be in accordance with City of Renton (APWA-
1977) standards and specifications,
2, '.11 locations of existing utilities shown are approximate and it shall
be the responsibility of the contractor to verify the exact locations to
avoid damage or disturbance,
3. All inlets and catch basin frame and grates shall not be adjusted until
irviediately prior to the pouring of concrete curbs.
4. All T, & 12'' storm sewer pipe to be concrete, non -reinforced, ASTM C14 ,
Class II, tongue and nroove or bell & spigot with bell removed within in-
lets catch basins or 14 gage helical aluminum corrugated metal pipe or equiv-
alent.
5. All 2" PVC curb drains to be located near the street side low corner of
each lot to permit future connection of roof drains.
6. Drainage structures not on public right-of-way shall have locking lids.
LID, OL YMPIC fOUNDR Y NO 3435A
OffSE T P'YHfRL Or°fNI/YG /S D19fC7
LY DYER L ADDER � RfSMAC TOR
A5 VIS/BLf @ ONE EDGE Of GRATE -
CHAIN, 200LB CAPAC/TY,
SLACK WHEN GATE/ '
SLOE IS DOWN
WATERMAIV C 2 0.
DISTRIBUTION GATE
w,I8 CAGGf IYZIDI: '•
TOP Of ORATE fL. 408.25
o OYfRfLOIN
STANDARD GALV. LADDER,
STEPS (TYPICAL)
ftvrb
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3yd�
BAND OR 6"GROUT
ALL AROUND
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WELD TO CMP CROSS,
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PAINT W/ASPHALTIG
BASE PAINT -
Tj Pf 9- CATCN 6ASIA _3"0 "
v
JUNCTION 80Y NO 2 (54")
Rf STR ICTOA DETAIL
NTS
R Am 14116 1 v5
pp
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2S' 2-f
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SrWACONC.
K PL NtER PLANTER �WALfir
2"M/N COMPT DEPTi`r` CLASS B" ASPHALTIC CONGRfTf
COMPT OL`PTh,' CRUSh'ED �SU1PfAC/NG, TOPCOURSE
L—Z %2"MIN COMPT &5071/, CRUSHED 54YRf4C//YG, L3A,SE COURSE
GRAVEL BASE, CL ASS "L3 ; MAY L RL�,'I'D, POND/NG SD/L CQND/T/ON.�iZ"M/N. J
TYPICAL ROADWAY SfCRON
NTS
'41-MOVICtD
CONSTRICTION
SCANNED JUL 15 l PER CITY COMMENTS-2-9-79 10/0// I-/0.78 MDr
NO. I REVISION I DATE I BY
GROUP FOUR, Inc. OUTFALL j�' DETAILS
19707 44th Avenue West TIFFANY PARK DI VIRON lV a 4
Lynnwood, Washington 98036 . 206 775-4581
L SURVEYING ENGINEERING PLANNING MANAGEMENT
DRAWN BY O. P. O. /0-24.77CHECKED BY 1% APPROVED BY ltJfZ // /J 77 CITY OF IPEN TDN .SHEE T 2 OF I .TDB NO 77- 238
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