HomeMy WebLinkAboutTED4001783.4N
DITCH SLOPE
CHECK DAM SPACING
0 - 59
150,
5 - 10�_
100'
> - Io'T
50'
0. 5' MIN.
FT_^ KEY ROCK IN TO
SWALE a25' MIN.
INTERCEPTOR DITCH X- SECTION & ROCK CHECK DAM
(FRONT VIEW)
1
MIN.
1 FLOW
FLOW' 'T,,' Tc - • -
'• 0.5'-1.0'
KEY ROCK INTO SUMP BEHIND ROCK CHECK DAM
SWALE 0.25' MIN. SHALL BE INSPECTED DAILY &
5' CLEANED WHEN COLLECTED DEBRIS
EXCEEDS 1/2 OF ITS DEPTH.
NOTE: ROCK SHALL BE 4' MINUS QUARRY ROCK.
ROCK CHECK DAM X-SECTION
e,
TYPICAL INTERCEPTOR DITCH
WITH ROCK CHECK DAM
FRAME & LADDER OR STEPS __..---- ROUND SOLID COVER
OFFSET, COVER EL = 408.50'
OVERFLOW ELEVATION
TO PROVIDE DETENTION L
& OIL SEPAP.A77ONOVERFLOW EL =--CF.R9'
z_
PIPE SUPPORT(S):-
3" X .090 GAGE
BOLTED OR IMBEDDED `O
2' IN WALL AT MAX.
3' SPACING MIN.
ONE SUPPORT.
36 "0
..�--12"0 I.E. ;
I.E. = 402.44' 402.44'
CLEANOUT GATF.- -
SHEAR GATE ? '
Z
RESTRICTOR PLAT WITH STANDARD GALVAN17_ED
ORIFICE AS SPECIFIED, NOT STEEL LADDER/STEPS
NEEDED IF ONI_ Y FOR _
POLLUTION CONTROL.
ORIFICE = /.0,,
CB ,8
CATCH RA SIN TYPE I/
54 0 WITH RESTRICTOR
FRAME & LADDER OR STEPS _ - ROUND SOLID COVER
OFFSET, COVER EL = 4I1.9/'
OVERFLOW ELEVATION
TO PROVIDE_ DETENTION ;.
& OIL SEPARATION
OVERFLOW EL = 409.67' �'cv
PIPE SUPPORT(s)- r
3' X .090 GAGE e
BOLTED OR IMBEDDED `O
2" IN WALL AT MAX.
3' SPACING MIN.
ONE SUPPORT.
I.E. - 404.82'
1. E. = 404.82'
Z
N
CLEANOUT GATE.• L-
SHEAR GATE $ -STANDARD GALVANIZED
STEEL LADDER/STEPS
RESTR/CTOR PLAT WITH
ORIFICE AS SPECIFIED, NOT �-
NEEDED IF ONLY FOR
POLLUTION CONTROL.
ORIFICE = 1.23"
CB #7 0
CA TCH BA SIN Tv'0
M lI
,54 "0 W1 TH RES TRi�:1 �R
Tfl> sw 40 m 1"4
SEC. 3' TWN� . 27 N., R. 5 E.
T ANACORTES EXTENDED
STA. 6+87. l3'
88' 02' 27" E
140.00'
-- __ /2
10 WA TER EASEMENT
SEE PHASE I PLAN I \ 4I/ , r i
SHEET C 3 BIOFIL TRA TION I I io
DITCH Ll
(SEE DETA/j
SHT C4 /
6" C. 1. WATER PIPE
N ` / FAMILY BUILDING G ---
SCALE: P' = 20'
FF = 412.00' 1 12CFEC.7Ffp FOR COMPLIANCE
INV. EL. = 4/0._70'
8 UNIT - qff j%4WDS
W/ TRASH RACK �I 2 STORY ^'
� Z-
RIP RAP
l yo l STA. 5+87.5 , 43' RT
64LF 12" O,CMP 54" GB *ll TYPE ll
S = 5.30.t' RIM EL = 411.15'
INV, EL = 405.31" - 36"
INV EL. = 407.31' - 12"
-EX . ss MH 2LF 36" 0 CMP S = 0.50%
RIM EL = 410.50'+ INV. EL = 404.81' 8" CONC./ (TYPICAL BOTH ENOSI
I --�
/ 0 20 STORM E,4 SEMEkT ( T YPtri
I- �
EX CAP I O `
- -
END EX. 5' WALK
�� --
/ �-
�� I Q� (' ��i _ -so �'� CHECK DAMS
(L=_1 _... _ _ _ -- (SEE DE TA IL
SHT C 4
(NOT CONSTRUCTED).
54" TYPE l l - CA TCH BASIN * /0
SCALE l" = 2'
36" CMP
°
I / �h s
SrA.5+2a.4o' 0 44' v
I� i
i
cj o / ADULT BUILDING F - -
FF = 4 O
6 UNIT
�� 2 STORY M
.� o��S LF 12 0 CM ��� �� , i 54 " TYPE 11 - CA TCH BASIN 8
�0 �\ \0 l.00i ( / / SCALE /" _ 2'
Q43LF 12" 0 CMP !� I \ O
S = 1.t)0/ h I
P� o��J
Ij - � STA, .4+89_ , 90' RT -- - -
54" CB *l0 TYPE //
Q \\� Gj STA. 4+8,3.0 33' RT
� CONTROL STRUCTURE
o OIL/WA TER SEPARA TOR - _�._ RIM EL = 41/.91' '
oe` (� RIM EL = 410.82' ' I I I o INV. EL = 404.82',- 12" G 36" !
INV. EL = 4.0.4.,75' --OUT
�\ ( O(�LI I I b \ OVERFLOW EL. = 409.67'
INV EL = 404.76' - IN / 1
(D 4 II _�-2 � __ -- o
(0 J EX. S T MH ' I " j T I _
D -
�' --- - i o� _.._I- �-'4' _ I T.-..---_� !NOT CONSTRUCTED) \\ (�� RIM EL = 4/0.42' � � _ � �
Gj INV. EL = 404.32' - l "` f od �, 2 SIOFIL TRA TION DA TUM: K.C.A.S.
P I DITCH '
e T
BENCHMARK: B.M. ELEV. = 397.52' - CHISELED SQUARE ATT FACE CONC.
e �0 I I' p� I I� WALK BY CATCH BASIN , P. T. CURB RETURN N.E. CORNER
_ INTERSECT/ON N.E. SUNSET BL VD. & ANACORTES A VE N.E.
I�
i
_-_� -- o NOTE;
l I I ---- - ---- -_ 40fi 9$ (1) CHECK DAMS CITY INSPECTOR WILL MARK EXISTING UNACCEPTABLE CURB AND
Q
' � � I1 � I I GUTT W LK 0 A ACORTES A VE THAT MUST
-I---
j II W! O
STA. 3+50 5' L T li Ili
48" MH */ TYPE // I !)
RIM EL = 408.70'
I
INV. EL = 4'0/.37' - !2" I' V
BUILD OVER EXISTING I ;/il I 1 I ;i A 0
12" CMP PIPE
CONTRACTOR TO VERIFY �� 19.5' 12.5' II 3 O O
EX. PIPE ELEVA TION 410 lJ I i o / 4
SEE PHASE / PLAN / j, Ii I �� 20'
ADULT BUILDING E
FF = 407.00'
6 UNIT
2 STORY
SHEET C 3
40y / 1
EX. SS MH _
RIM EL = 407.92s 25
INV. EL = 400.45' 8" CONC. �d
j 80LF 48" 0 CMP GA /4 S = 0.507
35LF 12' 0 CMP= - � F � a � TV "ib
S = 3.28%
STA: 3+ *8 T . 3/ ' RT I II Gb
54" CB *8 TYPE ll
CONTROL STRUCTURE li I 3 (INO
RIM EL = 408.98' „ II I �-' 3LF 12"0 CMP EXIS
v p
I
INV. EL = 402.68' - 12" 8 36�I S = 2.33.E
" � �� I � I SN I �I co IL
OVERFLOW EL. = 406.96' l j
II i l
STA. 3+50. 0 , 35 ' R T
011_/WA TER SEPARA TOR
I� 1 RIM Er_. = 408.80'
a I INV. £:'I. = 402.5V' - 12"
(SEE DETAIL/ ER AND SIDE A N N
SHT C 4 BE REMOVED AND REPLACED TO CITY OF RENTON STD'S.
!NOT CONSTRUCTED!
NO TE:
\F� H. I "' INSTALL CLEAN DOTS AT ALL ROOF URA/N ANGLE POINTS.
rot,
/ pJ4oFw� TIGHTLINE ALL BUILDING & ROCKERY DRA/LS TO
6" PVC DRAIN SYSTEM.
--� ti BECOMMENDE ; J
4'`' "./ ` FOR APPROVAL
rs s
.,� BY '�' •Yl
EXPIRES 6/22/g3 TRANSPORTATION DEV• ,
INV. EL. = 407.00' SERv�eEt
W/ TRASH RACK
R/P RAP AS-aUIL.T " PLANS WERE PREPARED BY A� 'VA
24 i TOLIMA ENGINEERS FROM A FIELD SURVEY. 444W� y/9�9/
S TnRM yl� rER vT� a -ejr
STA. 3+4/.50 /03.5' RT
54" CB *9 TYPERIM EL 409.04'
INV. EL - 402.89' - 36 149 3
Xv-
7LF
INV EL = 406.0- " r '"'�
� /CITY O RENTON 12 "0 CMP
S = 14,29% °A
2LF 36" 0 CMP s = 0.50% p DEPARTMENT OF PUBLIC WORKS
(TYPICAL BOTH ENDS)
a i ar
SUNSE T PA RK
A P T'S
PHA SE l
DMIGNED:
DRAWN:
M.T. DATE- JANUARY,
QT
1991 FILE NO. 647-00/-901
AnO�o �a i file-
pca
l/Z�5'/��
CHECKED:
T SCALE: 1 1-20'
Fw mm mm
NO.
REVISION
BY
APPR.
DATE
APPROVED:
SHEET: C /0 OF: / 0