HomeMy WebLinkAboutSWP6002083.21-45 °.bend
ove"-floui. Screen
See Detar/ 5, This Sh1,
7—Top Of Slope
.0 T
Debris 3W) -ier
See Deibi l 4
This 5174,
I
�, o o -
Gabion Wcr/'
See De fall
Thi's Sh t.
Silt Fer>ce
DETA I L
ScdIe. N,TS.
5- O"
F//er Rock To Be 4 "/n Farm
S/ze r=ractured Rock -
Rock From .Slack River 3
Quarry,
3 TO, C,B, El. 59`-0
i
1-6
L___�
Ex, /. E, 52 '
Gcrbion, > �12 x 3'
Length By Contractor's Choice
Gabion As Manufactured 13y
Maccaferr/ Gabions loc,
DETA 1 L. SECT OW
Scale : N.T. S.
COM,Oac tt
Sod Or Grass
Seedirng
�xisfinq C7raurrd
E/ev, G1-'6 "y
96/� Manhole
i
DETAIL
Scdle = NTS.
0 .5" GALV . OR
NON -CORROSIVE;
BOLTS AND NUTS
END VIEW
Standcird YCicrrne
An d Co ver;
�\Iu ///-//
11
go / Drop M, /,
W124"Surr7,o
,Be/ow /n vent
MX 3" SPACING
0.25"x 2"x 5"
STRIPS
1.
r- 0.75" DIA.
FRAME
— 0.75" DIA.
ENDS TO BE
WELDED TO
0 75" DIA.
FRAME
xisfing 48'�
4 2'�S
V I FW' "A"
4 EA. 0.25"x 2' x, `" STRAP,
WELD TO 0 75°' DItka, FRAME
SPACE UNIFORMLY—,
PIPE
FLOW
451
18-
FRAM
ANCHOR
STRIP
TYP .
Exlstlrgq Grade
46 x 24"
Offset Come
Pre casf 96'10
Concrete Ilil, H.
3/4' III . SMOOTH
BARS E;�ciALL.Y SPACED
(4' O.C. MAX,
PLAN
NEI Sc
— —_� LOWER STEEL BAND
3/4' THICK X 4' WIDE
FORMED TO FIT IN
--122 GROVE OF C.B. RISER
Compacted
Subgrade
�- 4 .Bar @ 16 "O, C, E W,
SECTION B- B
6„ MIN . _` C.B DIA. VARIES
�. SEE TABLE
°
TYPE 2 CB
FRAME & SOM COVER
SEE !COTES BELOW
(FOR C.B.*1 OWLY)
AWUc'vtEJNT SECTION
15 (TYP, SEE NOTE 1.
1
%~ HOOK CLAMPS (4) PL A( E`>
=VENLY SPACED SEE JETAIL_.
BLOW.
SECTION A -A
NO SCALE
MAX. PIPE SIZE MAY BE UMIT-
BY PIPE CONFIGURATION
SMOOTH i lY '
Ve RTICAL
BARS -
/ _4\
HFJOK CLAMP �
ANCHORED
TO C B RISER
IDE MAINT. ACCESS Y WEL.DING (4)
S BARS TO (4) VERT CAL BARS AS
'N. HINGE UPPER END' WITH FLANGES/BOLT DETAIL HOOK C AMP
P;'OVIDE LOCKING ME(.-1ANISM (WITH --
CK, ON LOWER END LL' ATE LADDEi NO SC:AL k-
S D,•'ECTLY BELOW.
TIDE LOi IC-; SMOOTH BARS
AND LOw-R BANDS
SPA^"ED SF_- NOTE.
NOTES1
1 Dimensions are for instoha-rLon on 54'
__L BAND dia. L,B for diFferent dia L.B,'s adjust
WIDE dimensions to maintain 45? angle on
'vertical` bars and 7' O.0 Max. spacing
of bars around lower steel band.
2, Metal parts. corrosion resistant, steel
parts galvanized
3 This Hebris barrier is also rec:omr,ended
For Ase on the inlet to roadway cross
cut'. erts with high potential for debris
cc�(ection (except on Type 2 streams).
I GALV.
_PS
OVERFLOW STRUCTURE
DETA I L S
Scale : N.T. S,
24 "Min.
r
� / � I I • rr
TYPICAL TRENCH DETAIL
Existing Asphalt
PaVerr7en f
OZO
Scrcc� '
Cut
Pine Trench
LAP JD/lV T FOR
TA YL. OR Q 1 /E/VUE
N0TES. (Per City Of Renfvn Oefai/ F008)
4 c'OR CATCH BASi"b MATERIAL SPECS. SEE STANDARD SPECIFICATIONS.
2 AI..L. TYPE II CA`r'�" BASIN EQUIPPED"'
3, ALL TYPE II CATCH BASIN NOT WITH OPEN CRATES SHALL. BE I_OCKING 'E SE DETAIL 3 6.5, DETA I L
ALL STEEL FARTS MUST 13]; IN PAVED AREAS SHALL BE EQUIPPED WITH SOLID LOCKING LID AND
SHALL NOT FUNC70N AS rATCH BASIN. OLYMPIC FOUNDRY #SM60 SOLID D/T OR EQUAL (SEE DETAIL 3.6.6) Sca le'. N.-T'. S,
GALVANIZED AND ASPII.A.LT 4 CATCH BASIN SHALL. RE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE INCLUDED).
COATED (TREATMENT l OR C
BE:TTLRJ - CATCH BASIN
�voFW DEPAR
__ .� 9
DETA I L�
D 20830,ir
DETAI L 4 CHECKED FUR COMPLIAINC,L Scale : N.T.S,
�"'N AVE. N.E. YELLEVUE, MA. 98C,Q
Scale.: N.T.S. TO CITY STANDARDS _ T8
Date
- Date
C. B. DIA.
ro.
46"
Z ! 54"
k ! 72"
" MIN.. ° ' -_ ss"
CAST ,N PLACE BASE
OR PRE -CAST BASE
v�
1��nui 3/zs/q3 PLAN REvIAW
MAX. KNOCKOUT OR CUTOUT BOLE SIZE
21"
36"
42"
4T
6C"
L.B RISER
ARTERIAL STREET MINIMUMS
3" C/ass " 5 „ A, C,
4" A. T. 8.
c" Crushed Rock
Must Match Existing
Thickness If Greater
-SWP - Go - 2Ge3
RGUSON & SONS INC 91 704
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