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1"14' TRiIT D CEDAR
140 GAn IETVEEN
FE NCE 30AROD
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I
Fr HIN!"
- BAR L
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FROM' VwW
NOTE ALL MALLS ARE TO BE
GALVANIZED
.Sc 4' Tlr r ICURTE9 CHAR
rx 4' x
sPUCE z: r
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r. r POST RTp,>
TOP VIEW
CEDAR FENCE DETAIL
&T S.
ORIFICE
#3
REMOVEABLE STANDPIPE
VATERTIGHT
COUPLING
RIM EL.= 37/. SIC-
6'
PLAT VITH NRX.
ORIFICE AS
SPEC. ELBOW DETAIL
N.T.S. STAND GALV.
STEEL LADDER /STEPS
CSEE DVG. 3.4.4)
2 rYZ9
FROP -T
SHEAR GATE
CSEE DVG. 3.4.3)
_ ROUND SELF - LOCKING SKID COVER
MARKED 'DRAIN' CSEE DVG. 36.71
NIX
I6' IfAX.
REACH
\ ORIFICE # 3 DIA: 4 5/8'
EL, 3!0 7. cF , 4 ,
12R ,F ' -12' CPEP
P o. 56
\ PIPE SUPPORTCSY 3'x.090 GAUGE
BOLTED OR IMBEDDED 2' IN VALE
a
1
_
NOTES
I- PIPE SIZES AND SLOPES PER PLANS.4
S=am N;GTc ; 3 G=u;Y
UIJDE".0 CE Si -'CVM FJ¢
C
12-
AT MAX 3• SPACING. NIK 1 SUPPORT
<3'c'-It�xluG
s 4 -'
2 OUTLET CAPACITY NOT LESS THAN COM &N£D INLETS:
3. METAL PARTS CORR09ON RESISTANT. Ga[vAN/ZEO
PIPE PARTS O HAVE ASPHALT TREATMENT I.
F24ME CL OFxa!G) N
iV
_ _ .
s�. -,nom z' � C
ORIFICE #1 DIA 1 718'
AS CERTIFICATE
SECTION A-A
4 FRAME R LADDER OR STEPS OFFSET SO
A. ClEANOUT GATE IS
yIS
�E CLYMPIC ,-UUDW
SECTION A-A M
EL.= 3C5 oG
-BUILT i
PLAN
8. CLIMB -DOW SPACE CLEAR RISER AND
O
Op-
1 NEFNWV r T.r ^ E eoIDM"19 (aEil® AEA
SCA 7'
CLEANOUT GA IF
C . FRAME IS CLEAR OF CURB.
o
SHOWN NWAX" flM n mMU GF' '$D UWATf
` YII �Ifi7. OL
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
�+
PERMED F --el KS. 1/MI ¢
$110111111111111 GElNIEN BEN 81111010110 ,_
y. �
PRE OURET PIPE O Ha Vf SMOOTH/ OIL fCIITAL TO
CONCRETE PIPE I LESS I14'
S
NOSE. LCQAT -A OIIOIe IOmm C -oC i�1 ,
sa
g
LOCATSD AS SHOWN OR
6 ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE
�'.
Vp[O wcmm avm wmm Ovm IOGYQI
i
ELEVATION
oord 1 I
SCALE: 1'
/ s
sm
'�O
CONTROL M.H.
(CB No. /Z) C
TYPE 77
-60"
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS I
!®
DEPARTMENT OF PUBLIC WORKS BD CITY OF RENTON
�7C DEPARTMENT OF PUBLIC WORKS
ADJUSTABLE HOOK
Ll
� I
FLANGED END SPIGOT END
NOTES:
1. SHEAR GATE SHALL BE
A SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FOUNDRY STANDARD
OR EQUAL OR
B. SHEAR GATE, ALUMINUM OR CAST IKON, DRAINAGE_ SPECLALTiES
(SAVANNAH,GA.) STANDARD OR EQUAL
2 GATE SHALL BE 8' DIAM. UNLESS OTHERVASE S PECIFIED
3. GATE SHALL BE JOINED TO TEC SECTION BY BOL MNG (THROUGH FLANGE).
WEELDING, OR OTHER SECURE MEANS
4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE I ING TO
WTHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO
FRAME OR UPPER HANDHOLD.
Ilri 3'OT^'2U 3 w'x3 "XSE- '.l�U -5t10 Rn= -2v
sa a c..RE sr 1 - L cu �a
S=am N;GTc ; 3 G=u;Y
UIJDE".0 CE Si -'CVM FJ¢
C
COVER
FRAME %ph- Ocnn)
<3'c'-It�xluG
Q �
ON ac (^ B 3 GoVE2 (LTSLIUG)
F24ME CL OFxa!G) N
Ncn sz O
P9TceN ���... _
_ _ .
s�. -,nom z' � C
3
T1 �� S
SECTION A-A
�E CLYMPIC ,-UUDW
SECTION A-A M
MT's 02- ffaUAL
Z F-_2 ! cGi wc- o UsE OLYMPIC uUt ek'
=;.ir r�,o C!/7 OQ E6ZUC.L.
3. USE FaI:ME AMID CG'VE2 FOR 5TG12-1/1 (SF..GFY
O
Op-
FROP -T SHEAR GATE DETAIL a/e� j DATE 13-6
sr�T sus ) MANHOLE FRAME 8c COVER )
SHEET � -6.7
Q,Q 1Z1Y CITY OF RENTON
B.M. No. 260
CHISELED SOUARE AT BACK OF WALK INTERSECTION,
N.w CORNER SOUTH 7th ST- & HIGH AVE. S.
i8 GALVANIZED DEFORMED RESAR
V MIN.
MANHOLE STEP DROP RUNG
MANHOLE STEP
3"
—I GALVANIZED
x SMOOTH SIGEL
l l :: CENTER TO CENTER —' 6"
m
#8 GALVANIZED —y
DEFORMED BAR -
PREFABRICATED LADDER
NOTES:
PROPRIETARY MANHOLE STEPS ARE ACCEPTABLE. PROVIDED THAT THEY CONFORM
TO SECTION R, ASTM C 478 (AASHTO M 199) AND MEET ALL WISHA REQUIRE.IENTS.
MANHOLE STEP LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE
OPON OF THE BE, MANUFACTURER PROHIBITED. N
SIMILAR- PENETRATION OF S 06TER WALL BY A LEG LE
NHOLE SHALL
STANDARD MANHOLE STEEL LADDER /STEPS DETAIL SHEET 3.44
C]C iY ®F RENTON
ccl 7V7 I , 'D
DEPARTMENT OF PUBLIC WORKS
DETENTION POND — DETAILS
RIVER RIDGE
DESIGNED: MD DATE: 6/13/91 FILE NAME- 89041
DRAWN: DGL
I. PER REVIEW COMMENTS 912719/ A5P 14LO /0/3 /q/ CHECKED MD SCALE: AS NOTED F16ID BOOK PACE
Na REVISION BY APPR DATE APPROVED- SHEET '7 OF 18
IA I I I I I Al I I I Y I I I j 1 I T I A I IA I 1 I Ii I I I i �
NOTES:
PROPRIETARY MANHOLE STEPS ARE ACCEPTABLE. PROVIDED THAT THEY CONFORM
TO SECTION R, ASTM C 478 (AASHTO M 199) AND MEET ALL WISHA REQUIRE.IENTS.
MANHOLE STEP LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE
OPON OF THE BE, MANUFACTURER PROHIBITED. N
SIMILAR- PENETRATION OF S 06TER WALL BY A LEG LE
NHOLE SHALL
STANDARD MANHOLE STEEL LADDER /STEPS DETAIL SHEET 3.44
C]C iY ®F RENTON
ccl 7V7 I , 'D
DEPARTMENT OF PUBLIC WORKS
DETENTION POND — DETAILS
RIVER RIDGE
DESIGNED: MD DATE: 6/13/91 FILE NAME- 89041
DRAWN: DGL
I. PER REVIEW COMMENTS 912719/ A5P 14LO /0/3 /q/ CHECKED MD SCALE: AS NOTED F16ID BOOK PACE
Na REVISION BY APPR DATE APPROVED- SHEET '7 OF 18
IA I I I I I Al I I I Y I I I j 1 I T I A I IA I 1 I Ii I I I i �
IA I I I I I Al I I I Y I I I j 1 I T I A I IA I 1 I Ii I I I i �