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1956.817]
J COMPAC CpMAC 'P
EX 12' ALLEY ROW � '• Xp " ^
hry h` CB TYP RUI- J+ r f$ " sail
Gil
EDGE ASPHALT PAVING
"- ," -.. - 2 O - h 51 allnryb 123' 101"E63
�'PVC,"S .0. INSTALL 6" 29.w Awlnc rucN� 1 ��! SII Pr SDOMO,/SEE PRFE$BELOW O�E1
7
41 SD-
E 4850.9101
11 ELM11.Y'
e WN
p N cRovER Nc '� I N 0986 -/"PVC FROM DSPOUT E. 1 INSTALL I2'WIDF
" ARE x4' h cu DWY TYPE CI PER TA 6~790, INSTALL
" h 7 E 1.8]8 SIDE BLDG TO CH". CB NI, TYPE I IN 5F LH E,
O .STD PLAN 104 ffi 104 2 ' ryf
A h': 0 hz� -_o `� os (SHT C-5) CURHLINE,RId-
321 LE.EX 12"N
ti L 9' h.Jb N 1935.9469 a21 5r LE 8" W
E i 285 MATCH ?
h 'h 48.8'
CROWNS.
m hry. N 19 9 11'
E 494 579 a
36. 3 SL-80a/aD D.I. E ¢ 0,,8" H w V V-yy y-ru
Sl
b - - - 21.0 1911. 736 SL=10 Yo ; a j CUT ffi CAP
y h mnsn ARE IS.O 0 -tX
O4'.CLR "yI cl� M 150 1 MAIN
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LL F
6TALL CIN M611 AT A TINE O N
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e
MASH 4 REprcOnc AREA N.ecl STA 0+87.3, CB 83, STA OISL4, CB R274t
°
hry
His SQUARE EEET MIMMVM slzE 90 A 0+96 0 CB 714 _ 7� : ATE EX.3/4'
-u axe. titHRt 3T Y 31.8,1 E. 8" OUT = TAIL SHT. Cfi. RN`N 1920.9322 W R 6ERVICE S.E.4"N -290 LE 4' 29.67 [N LE.8"IN ffi OUT=AS
WN TO
�+ "+ BOTTOM OE DRY -
o .=293 LE. 6"W.= ® SE PROP.CORNER j TAW 10 ORIZ I g RR'
WELL TO BE IB'SQ. 8.0. INSTALL 6" MMONiTORMC i1£L!5 "1 FRO SDAND s;
hry SEE DET. THIS SHT. LBOW TURNED ry ` WST ATION p
.. 'A M@ SEEL ]
PLAN3 ffiS
h ^r Ib •,. `J I TO WATER PLAN•(��. 3
777 H
�p e (MCH BA.s, " 40
TI I • ._: pl
EX. 12'ALLEY I EMERGENCY OVERFLOW - .3 M
J ROW �_ PATH FROM DRYWELL IN O
2' ROW DEDICATION TO CITY OF RENTON 9 5 ROW DEDICATION
EVENT OF CB BLOCKAGE v h
OR TOO MUCH FLOW TO
LL dd 3
35 N 1936.8177 PAVEMENT SECTION: 2" COMPACTED THICKNESS DRYWEL O� _
(EXCEPT 3" IN ALLEY) OVER 4" CRUSHED PROPOSED GRADE ® CL PIPE N 1930.4649 a EX GRADE@GLPIPE 35 3? -p
SURFACIING TOP COURSE. SEE SEC. A -A, SHT C-2 SHE N 1936.0963 E 4947.5579 -
E 49 5763
E 4911.8756 '
APPROX. LOCATON BURIED POWER N 1935 9469
30 r 28' 10' s m 4"PUG 34'-a"sn(Dcccso)sc-1.a� 30'-S"SDSL+.OAA- E4979531 30
C"+ SNPERF 8 2.0%, 4 � h
°sp h
ry
q Z y STA 0+87.5, CB 93, REMOVE ABANDONED 3/4
F , 3 N 1956.8177 --1TAA0 .0, CB:E 4" PE MINIMUM OVER QUALITY VAULT SEE
�- STA 0+19 0, INSTALL CH H RAI
ELEV. BOTTOM WATER SERVICE r+z u
25 FO.:. DRYWELL-26.0 N19444986 I.E.B OUT 29.48 .[i z '%+w
yaG a 2222. 18' E49118782 _ c"Ps1u PARK AVE- 25
h
m 7. TYPE 1 IN CURBLINE, RIM
DRYWELL ROOF 28.87 E 4" E. = 29.3, LE. 6" TOP OF PVC PIPE DET. SHT. Cfi. RIM 32.3,
pO INFILTRATION SYSTEM SEE STA 1+08.3, CB A5, TYPE 1. RIM = I.E. S" IN &OUT = 29.13 32.1. I.E. EX 12"N,CH CROWNS. , LE 8"
Mei W =TUR INSTALL 6" UNDER PAVEMENT 2.
DETAIL THIS SHT 32 6D I.E. 4" N. 291 I E. 4" S. = 29.0, W - 28 83 MATCH
20 _Mxi : I.E.6"W.=26.0. NSTALL 6w ELBOW ELBOW TURNED DOWN
1+50 2222.. TURNED DOWN. 1+00 STORM DRAIN PROFILE 0+50.. 2222.. 2222. 2222. 20
...0+00
R ry' FINISHED GRADE
STORM DRAIN CONSTRUCTION NOTES:
1. SEE SURFACE WATER STAMMW PLAN NO7FS, SHT C -IA.
2. UNLESS NOTED OTHERWISE STORM DRAIN PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35.
3. THE APPLICANT SHALL FOLLOW THE RECOMMIT TIONS OF THE GEOTECHNICAL REPORT PRI
BY MERIT ENGINEERING INC, DATED JULY 10, 2014.
2' ROW DEDICATION
COMPACTED CLASS B ASPHALT -
CONCRETE. 3" DEPTH IN ALLEY, 2"
DEPTH MY DENTAL PARKING LOT
MPI. 4" COMPACTED DEPTH
CRUSHED SURE TOP COURSE
AzT1]19141210%\ RRNR
USE THIS PAVEMENT SECTION FOR
MY DENTAL PROJECT PARKING LOT
1Z1 1u1': YE •.4::1p
SECTION A -A NOT TO SCALE
ALL COMPACTION TO BE MINIMUM OF 95% OF MAXIMUM DENSITY
SECEIONCI F10W CONIROL IMPS
CITY OF RENTON
Approved by:
Date:
Approved by:
FIGURE C3.2.0 TYPICAL DRYWELL DNPD,TRATION SYSTEM
Approved by:
Roof D9wn6pON
Approved by:
House
TYRE I
d�
Catch Basin
g9l:�
p
Roof ow
Downspout
C)
IS' 3QOARE
DRY WELL Hole Fillatl XtliM1
PLAN VIEW P/x-3'Washetl
D ain Ro k
NTS
Roof Downspout
ASPHALT NIFY .bIR10OCCI.MLCXXX
HOOse-OrerL
PA�VyEyMyENT �VC
166"2.5'MIN.
L%
N%
6" DIA ELBOW,
AR8N1I
PVC Pipe i�,� V
TURNED DOWN
Gatch Benin 6"DIA.
I8 SQCARE 3'0
TYPE 1 Iy 4 Mdt
2 hole F""a with
j
XYOER56tl16 1 /x 3 WashlM
Filler Fab11C Drain Rock
16 min- p
.ape g�epp 8�A3 LEV.26.0
Min. V above Seasonal
DRY WELL High Grouncisaer TaWe-24
SECTION i
2222..
NTS --_-..
BOTTOM, SIDES AND TOP OF WASHED
ROCK DRYWELL TO BE LINED WITH MIRAFI 140N OR APPROVED
EQUAL./ MINIMUM OVERLAP OF FABRIC SHALL BE 12 INCHES. CONTRACTOR SHALL NOTIFY ENGINEER
FOR AN INSPECTION AFTER DRYWELL
IS EXCAVATED ffi FILTER FABRIC IS PLACED AND PRIOR TO
PLACING WASHED ROCK BACKFILL.
If242005
2IXI5 SuKaro waw Timi®i Manuel - Appendix C
CJ4
AS -BUILT
48 HOURS BEFORE
YOU DIG CALL 811
R-388009
CITY OF RENTON
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
R-388009
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