HomeMy WebLinkAboutSWP2701966.1CB TYPE II - C
W/SOLID COVER
i \ 3-_ 355.4Z S O
352. 7 3�±1NV. IN \0
(CONNECT TO
EXIST. 10"CMP)
348.9 INV. OUT
348.o2
1�
\0 ® s'X" �
� • 03�
O -�+ 48' MH �4+�, �9'R
\O 5 �'3 4 Ss) F 55, lol'
338.73 I.E.
✓' poj��% 343.75-10 INV.
I �
W 0
A
0
w m
I
I
I
t-�
E
23+ Ei4 17'R r ��
341.5 Z 31 80-711 1
I.E.
SEE NOTE 2.
339.c�91.Ir. �
23`
g
U
z
r�
3 � z
CD
Ir) J
............. IE�r::::
1
0
co 1
O I �1
to I
i
31'
24 +30, &E R
4 8" MH
►�4 'z-x -
558.7+E. 338.2co I.E.CE)
338.41. 338.51 I.E. (5)
J;'n•� c
542. o -S. P
MOVE OIL S
FROM 23+ TO:
23+03, W
\\ \
\ \
\
541. 0IS \
337.2o
24" MH FRAME
with COVER
01
EXIST.
10" SD EXIST. 36" SD
NOTE: CHECK CLEAN
CONTROL OUTLET
STRUCTURE ON
36 PIPE (IN BLDG.
'H' PLAYGROUND)
ORIFICE = 2 1/4"
IIII a .a Ipl
S.P. ELEV.
48 MH,TYPE=
PER FLAN
18 STANDPIPE
2'-�
i.1IN
-T- FLOW
-�_ 1.E.PER
;' . •
0.
3(0. E.(W)
5'
23 +05 e32 R
A`
5' ! 43'-`
2 9,,43,
4 H
345.31 �
3 .33 I. E.
(.C)4 I.tEi. (5)
D.S.
ELEC.
CONDUIT f
33C 76+-E- 33 (o.49 I . E. (k:E 22 + 67 15 0'
8 536. 3-7 I. E . O>F-) n 'ZT r Qom, !+� R
S: 33ro.54 ►.e. (5W) �38-5 33�.5^ `•
00 68' 3 5 7.12- 1. E.
---� 33(b.77 1.E.
N
R
�� ° PLAN
gill •:• - -- m : -6 a �-1
END CAP W/NEOPRENE GAFKET
k EQUAL(WATERTIGHT)
TYPICAL STANDPIPE DETAIL
O SCALE TOTA` S.R = 7
CONSTRUCT CLAY SEALS AT MANHOLES W/ STANDPIPES DvNP
EVISION: MH 21-+-4-r- and 19 + F,7
MOVE S.P to Iniet Pipe b Se-ure tir, Wa'
CHANGE 19 -+- F7 S.F Elev. tc 337.6
EXISTING BUILDING
7,
1 A P4►N.
�Ns
Zo I'
22+82, z''-Ae` R
33+2 I.E.
335.91 I.E,
C4. 1 42
8'- 3-&'
S=O.
a CONSTRUCTIOT
TECHNOLOGY FF339.08
0° M
N�I
AS -BUILT per Section 7-4 Construction Manual
for Municipal Public Works Construction 1973
H.C.E. Inc. June 26, 1986
BY Date Maa.ZS, tc %7
22 4 80 242' IR NO T5 ' W NA 13 LE To 1.0 GATE331
1011
335.71 I.�. (fj AT TfIM1= OF: A/; ,a)-i I L7�
335.74 l.l=. (W)
22+52 278' R C
42.r 34
548.16 340.011.1✓.
4" ADS - 24' STU B
\4
48' MH 285'
22+960 e&WR
342.24 -' '\
339,26-- &
33q 54 t . (15" UW
339 59 i8" tip;
339. 49 1.t--
39.
I
Match Line
BACKFILL NATIVE MATERIAL OR SELECT
BORROW WHERE DIRECTED, I' MIN.
NOTE: II
ALONG KIRKLAND
AVE. N.E. USE TOP
OF NEW CURB AS
FINISHED GRADE
1III�III �II1=1ItI
25- 2'X5'X5'
DRYWELLS LO 5'-0o
100'± O.C. '
WITH WASHED GRAVEI__��o� �°0000c 1 to J 1
INFILTRATION TRENCH DETAIL
NO SCALE
APPROX Z412 LF OF INFILTRtTION TRENCH
1 NOTE,
ALL STATIONS AND
OFFSETS ARE FROM
CENTERLINE OF
KIRKLAND AVE
23+15,17
341.5 TOP
337.20 INVERT ELEVATION
2. N❑TEI
CATCH BASINS ON
KIRKLAND AVE
TO BE INSTALLED
BY OTHERS, STUB -OUTS
TO BE PROVIDED THIS
CONTRACT 5' WEST OF
PROPERTY LINE.
LEGEND
0
MH MANHOLE
CATCH BASIN
®
INLET
STORM DRAIN
••�••
ROOF DRAIN
E71 DRY WELL
S.P.
STANDPIPE
D.S.
DOWNSPOUT
0.
G LeAN OUT
FILTER FABRIC ALL AROUND
18" PERFORATED PIPE
3/4" - 1 1/2" WASHED
GRAVEL
/.-3vew
-per
N. E.1 7TH
ST.
OS1
20 0 10 20 40
LLJ
00
CD
0
CD
CD
THE
CAMPANELLA
GROUP,
INC.
ARCHITECTS
CONSULTANTS
PLANNERS
GARDNER
ENGINEERS, INC.
SUITE 300
2124 FOURTH AVENUE
SEATTLE, WA. 98121
12061 728 -1883
RoVoTmin
RENTON SCHOOL DISTRICT
NO, 403
ADDITION AND
MODERNIZATION
PHASE ONE
3000 N.E. FOURTH STREET
RENTON, WASHINGTON 98055
GENERAL
SITE WORK
SITE UTILITIES
PART A
REVISED
Storm
Drainage
Plan__t..
1 t.s
Rr . n4. 2-7-56 A
MAJOR REV1510N
-z-a5 0ex2 2 me�
56 ��-16-BSA01 _ - - 6 JS
1-17--86 J5 - &-86 JS
JOB: SHT. NO
DATE: '2 I �5 S.
DWG: hj /Wey, 11 / 19
CHK'D M ��