HomeMy WebLinkAboutSWP5402038.2a, - 0' D.C.
tTTP-
DECOPATIvE CAP
I 2'x 4' PRESSURE
TREATED
1 ,
I�
l"1C4° TIGHTKNOTTED CEDAR I 4'x 4' PRESSURE
NQ GAPS ➢ETVEEN TREATED
FENCE 9wDw f
i' WNIK M ex 4' PRESSURE
TREATED
It
lCONCRETE
`
2- MINIMJM
/
\t
MATERIAL CLEAR & DRAIWABLE'
FROND' VIEW
NOTE: ALL NAILS ARE TO BE
GALVANIZED
ex 4'
I'x 4' TIGHT KNOTTED CEDAR
4'x 4' POST
P-54y
TOP WEW
CEDAR FENCE DETAIL
N- T. S_
[lm:if-q(0u
SPLICE 2'x 4'
DV 4'x 4' POST
(TTP..)
i\
ORIFICE #2 ORIFICE #3
c
4=SOWN HW4044 `-01: A+ He s",J OF SURVEY
'tomrAVIDO ND Wi .`.:A� :I'c UIIOER MY Q1116ECTI K
VIM, LS'JQI1 04 13 VIIIIRT = no 0 VW LOCAfM
i
Dm
ADJUSTABLE HOOK
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
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 IRON, DRAINAGE SPECIALTIES
(SAVANNAH,GA.) STANDARD OR EQUAL
2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE),
WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE EXTENDING TO
W7riIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO
FRAME OR UPPER HANDHOLD.
FROP-T SHEAR GATE DETAIL DATE 3 .41
SHEET &
REMO VEABL E
WATERTIGHT
COUPLING
STANDPIPE
RIM EL,=
.rrs
PLAT WITH MAX.
ORIFICE AS SPEC. ELBOW DETAIL
N- T. S. STAND. GAL V.
STEEL LADDER/STEPS
(SEE DWG- 3.4.4)
b '.b
ROUND SELF-LOCKING SOLID COVER
MARKED 'DRAIN' (SEE DWG. 3.6.7.)
p 4' MIN 2'4' MIN.
16- MAX.
O 4 p•
O -• Y
REACH 2 b
ROD
0
FROP-T
SHEAR GATE
(SEE DWG. 3.4.3)
27 `7-12- CPEP
e ez Y Z, 1"I 1A
o
NOTES: -
I. PIPE SIZES AND SLOPES- PER PLANS.
2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS.
CMP
3. METAL PARTS: CORROSION RESISTANT GALVANIZED
PIPE PAR TS TO HA VE A SPHAL T TREA TMEN T I
p-
4_ FRAME & LADDER OR STEPS OFFSET SO
A. CLEANOUT GATE IS VISIBLE FROM TOP-
y
a
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB-
4
0
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
a
'
CONCRETE PIPE I-D_ LESS 1/4"-
4.
6_ MULTI-OROFICE ELBOWS MAY BE LOCATED AS SHOWN OR
ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE.
ELEVATION
SCALE- I' = 2'
CONTROL M.H.
(CB
No.
42 )
TYPE II-60
71
8 + CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
V2" WEB
5PL.-
1" 0 Tu2U 3 FL
CORE —\
i/2"X3"X3/S"UON-SIC1D PATERN
CA5T INTEGRAL. ON TOP
LE. Tc2S AS SPECIFIED
5f=NOTE -tl-3E)E! nw
U,1DE251DE 5-I.Owm FOR
C LA;ZfTY
COVER (NON -LOCKING)
FRAME
FJIZ G/8"- I I U.C. X 14/4"
5.5. scc. N a CAP .,C2tw (3 ZED' a)
4 1YP. N0N-51410
4 PA7E2N
7 a 04 2' 2A15ED LETi E�
I /a''rre A =o= AAs•;2 a'D.
�LUW.
I J
UNDE2510E SOw� FOR
CLA2fiY
ON 23" 5C.
I /2'' coaE C YF)
ON Zt" 5.C.0 YP. 3 PL-) COVER (LCCXlti1G)
FRAME (LOCKING-) FATTE2N�YP)
I I- SST
iil
�-L 0 SECTION A -A
-j I/a 23%a --71 "
K;ON-LOCKING U5C OLYMPIC FOUNDRY
5EGTION A -A # MCI !�O OR EQUAL.
2. FOR LOC r-! JG LID USE OLYNIFIC FDUNDPY
M4-; � D/-F 02 DUAL.
3. U 5 E FRAME AND COVER FOR 5TO2M (SPECIFY
"DUIV' UN CUVERj SANfTAR!(SP IFY
MANHOLE FRAME a COVER DATE 10/87
SHEET 3.6.7
CITY OF RENTON
B M. No. 260
CHISELLED SQUARE AT BACK OF WALK INTER`.
N W. CORNER SOUTH 7th ST. & HIGH AVE S
OVERFLOW EL.= 36, 9, 96
-� ORIFICE # 2- DIA. = 4 5/8'
EL.= 36`9•
\ ORIFICE # 3 DIA.= 4 518'
EL.9.e-,Ac } ,
G �
/29.8 '-12' CPEP N
PIPE SUPPORT(S): 3'x.090 GAUGE
BOLTED OR IMBEDDED 2' IN WALL
AT MAX. 3' SPACING. MIN. I SUPPORT
�!E= 366.9.
ORIFICE #1 DIA. = 1 719'
EL,=
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
#8 GALVANIZED DEFORMED REBAR
12"
7� MIN.
T M
ca � a, �
MANHOLD
12"
MIN. 12" iv
_ MIN. ro
co ;r
rn �
MANHOLE STEP DROP RUNG
MANHOLE STEP
Tt 3"
i
#7 GALVANIZED
< SMOOTH STEEL
11%: CENTER TO CENTER 6F ,
-CIE
#8 GALVANIZED
DEFORMED BAR
PREFABRICATED LADDER
NOTES:
PROPRIETARY MANHOLE STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM
TO SECTION R, ASTMI C 478 (AASHTO M 199) AND MEET ALL WISHA REQUIREMENTS.
MANHOLE STEP LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE
OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL
BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED.
L7AIC ;/ca
STANDARD MANHOLE STEEL LADDER/STEPS DETAIL SHEET 3.4 4
RECOM HOED c� I C Y C) F' R El N `r C) N
FORAPPROVAL DEPARTMENT OF PUBLIC WORKS
®Y /t)deQ:l 1-6-y,7 DETENTION POND - DETAILS
PLA N 'RIMY/oW RIVER RIDGE
DESIGNED: MD DATE: 6/ 1 3/91 FILE NAME- 89041
9s-gdi�� vG/ io/2F-'? ' DRAWN: DGL - - -
I, PER REVIEW C0AjVF1 -F5 9127/9/ A5P MG.D /0/3/9/ CHECKED: MD SCALE: AS NOTED FIELD BOOK PAGE
NO, REVISION BY APPR DATE APPROVED: DIRECTOR OF PUeUC WORKS SHEET: 7 OF: 18
s*