HomeMy WebLinkAboutR-371525U)
1..V
� VJ
Z I-
Z
W W
C, 2
0- W
/>
1^Y
1..51..
L
W
VJ
J
O
O
2
ErApr
Z
CW
G
W
J
W
W
J
z
rn
CQ
G
W
0
U
Z
0
W
L
O
11 -1/4' BEND 22 -1/2' BEND 45' BEND
J,
CAP
TEE 90' BEND
T ST BLOCK BEARNG AREA IN SQUARE MET (SEE NOTES) FOR HORIZONTAL AND COMMAND VERTICAL BONDS
GOAL
RRU ML] GO
FRY SILTY SAID
COURACT SAND
►�I1
CWPACT SANG k GRAVEL
/III
90'
■■
45' BEND
11 I 4'
90'
OM
V5' REND
It I 4'
90'
Oyl
45' RENO
I1 1/6'
RTBNG
BEN,
NEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
LAP OR PLUG
k 22 1/2'
RENO
TEE
LAP .LUG
& 22 1/2'
V�
Li
OW
N0U
BFNO
NZ
F
ad
BEND
Wm
Op?
FLu
KIND
M,
]0
4.
4.
>J
9
2.1
2.1
L0
22
1.6
L6
10
6
1J.3
1 S.
1 Bus
].B
B.]
I l]
1 4,1
1 1.0
SO
J.5
].5
1.4
J
a
I6.]
16.]
1 617
11
1 &4
1 84
1 34
BY
1 6.3
I I,,
I 25
4
AO
J].5
J].5
1S[I
i6.5
18.8
I &8
1 7.5
2B0
1 14.0
1 14.0
1 E.G
AREAS CALCUIATED ON 300 P9 TEST PRESSURE. 3' -0' M. CEMER FOR WATERMAN LESS THAN! 12'.
4' -0' MW. COVER FOR WATFRMNN 12- Be GREATER.
MAIL NDGHT OF THRUST BLOCK (FT) - 0.5 . DEPTH OF TRENCH
111 4
4
uIN. HEIGHT OF THRUST BLOCK (Fn - O.O. PIPE « 1.0'
■■■1
a
AREA BILOt BFIAING
ARG WSFAS 10 ME
LACE Cf . A YEAVPFD
SpIAAE rFEr
I LOCARpN AND SIM OF BLOCKING FOR PIPE LARGER THAN 12'DIAMETER AND FOR SEAL TYPES
AFFERENT THAN SHOWN SHALL SE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE DRILLING.
3. ALL POURED THRUST ELDERS SHALL BE SAMULED AFTER MIN. 1 DAT. PRESSURE TESTING
SMALL OCCUR AFTER CONCRETE HAS REACHED NOWINAL COMPRESSVE STRENGTH.
4. ALL BLOCUNG SHALL BE CONCRETE CL 5 U -Vtl).
5. BLOCKING AGAINST RMM SMALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS W Gil
REASONASE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
PUBLIC WORKS CONCRETE BLOCKING FOR SID. PLAN - 330.2
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS
MARCH 2010
CONCRETE BLOCKING FOR HORIZONTAL
AND DOWNWARD VERTICAL BENDS
0
io
(4) #5 TOP &
BOTTOM
LONG BARS
■t
FOR 45' VERTICAL BENDS
■1�
1
►�I1
Is
/III
of
■■
O
p
=
OM
w
_j
E
,n
Oyl
`"
w
w3
do
S�
No
APn%
to
_
291
o
Ur
'o UP
m
a J•
LM
a6
V�
Li
OW
N0U
m
022
NZ
F
ad
111
Wm
Op?
FLu
LN
M,
W
00
-
.,
6
Al
BE
e�■i��
M
04
I■��ffflR>
O
a
u
300
III4
3/s
id
4
300
45
2J
3
Sp
J
a
64
4
1
1/4
3/4
24
91 61
S
1
0
2.
to
■t
1111
■I�
\ii�rll
J14
24
■
■■
3
■E■IM�IMI■■■
CG
3l1'
111 4
4
eJ
■■■1
a
12'
=
►kqLm1■■■.
'
E
36
(4) #5 TOP &
BOTTOM
LONG BARS
INCREASE DEPTH
AS REQUIRED TO
MEET VERTICAL
ELEVATION OF THE
ACCESS RISER
#5 DIAGONALS
TOP & BOTTOM
SHACKLE RODS
I TrC PA
TYPE B BLOCKING
FOR 45' VERTICAL BENDS
2
1
VB
Is
S
of
L
O
p
=
OM
w
_j
E
,n
Oyl
`"
w
w3
do
S�
No
APn%
to
_
291
o
Ur
'o UP
m
a J•
LM
a6
V�
Li
OW
N0U
m
022
NZ
F
ad
OZ
Wm
Op?
FLu
LN
M,
W
00
-
<
6
Al
BE
I
>m
ZO
Go
O
a
u
300
III4
3/s
id
4
300
45
2J
3
Sp
J
a
64
4
1
1/4
3/4
24
91 61
S
1
0
2.
to
m
1111
14
11
J14
24
2
3
A.
CG
3l1'
111 4
4
eJ
210
a
12'
}OO
t 2
'
E
36
MY
-
1'
naJ
a
Jeu
'J
1'
6
2tD
1•
•
r
S
I TrC PA
TYPE B BLOCKING
FOR 45' VERTICAL BENDS
2
1
VB
Is
S
of
L
O
p
=
OM
w
_j
E
,n
Oyl
`"
w
w3
do
S�
No
APn%
to
_
291
o
Ur
'o UP
m
i
LM
a6
V�
Li
OW
N0U
m
022
NZ
F
ad
OZ
Wm
Op?
FLu
LN
M,
W
00
-
<
6
Al
BE
I
>m
ZO
Go
O
o
u
300
III4
3/s
id
4
300
45
2J
3
Sp
20
6'
64
4
1
1/4
3/4
24
91 61
S
1
0
TYPE A BLOCKING
FOR 111/4' & 221/3' VERTICAL BENDS
2
1
B
12
S
tl
2
0
MA
Z
02
0
G y V
Do
m
Oyl
S
m
0w
BY
DATE
Y
Qom
APn%
1
291
j03
Ur
5 COMFORT'
p1m
C
i
o'
WE
Um
OLL
NN
UM
Z
-
Z
F
ad
OU
Wm
Op
3/d'
I
Y
i
On
Ed
6
Al
3/4'
tl
Go
12
C18
4-
300
III4
3/s
id
2 1
12
21 4
3/d'
6'
}00
11p
1
1/4
3/4
24
o
J
2W
2.
N.
m
1111
14
11
J14
24
2
3
A.
CG
3l1'
111 4
4
4
210
a
12'
}OO
t 2
1
E
36
R " INSIDE RADIUS OF SHACKLE ROD BEND
SHACKLE RODS
(TYPE)
2 TURNBUCKLES
THREAD 6 "�
r
TYPE 6
e 4 PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL SID. PIAN - 330.3
DEPARTMENT FITTINGS
g - MARCH 2010
CONCRETE BLOCKING FOR
VERTICAL FITTINGS
112" RADIUS CL
BULLNOSE
EDGE TYP. 4
SIDES
CONCRETE: 4000 PSI MIN. @ 28
DAYS 6 SACK MIX REBAR
GRADE 60
DETENTION PIPE ACCESS RISER DETAIL - TRAFFIC BEARING
Jl:/LLt
0
Q,p i
S
Know whars below.
Call before you dig.
\L ll
I
BOLT -DOWN CIRCULAR FRAME
AND COVER PER WSDOT STD
PLAN B- 30.70 -03
Me's mown on the plans an in the spedllcauonv or required by
the Engnev, pint «assent >nlan (mochle rcal anal be we4
AY prole rmlmnt matwide used Ndl be those marwfoctuma by
Stw Nalknal Ptatlucl& 1323 XeNY Avem,e. PO Bow 258.
Cdumbuv. Mlo 63216 unla¢v an e"at d0emate Is oppro'" Is
witng by the Engnear.
11-1 Tues. Model
High strength low -dloy ated (cor -ten).
ASM PASS INHA- Mated.
1. nabde
ASTN A588, GAL.. B. Cou-Tani sell to SupbSlar Talbott pau,",INh
SST ] : 5/8- far 2' and T memanical pints (M.J) with ep Her 5 18' rod 111 the pint restrain system n accordance with lure Monuf eturei>
SET ] : 3/4' for C t0 tY Al with Eta (w 3/4' rotl inaWClims so all pinta ore mechancally Ixkea together to d-t pint
SST ]56 : 3/4' far 14' to 2A M.d with ep fee 3/4' red "Knolicn.
SST ]Q J/< Iw 4 l0 12' M.J. with eye (x ]/8- and 1- rM Tel is shall Be TrIBI ed to WII against the meaner[. pint body and
SST 757 : 314' Ix 14' to 24' u.J wits, eye la ]/B' End I- rod not the M.d ldlow<r. Torque nub at 75 -90 fool pauntla (or l /4' nuts.
SST AB: Y fa J0' \e M' M.J. with ., M 1' rod
2. Don't: Hex Nat III \ivewpings with both rods threaded equal shatinee ate
ASTM ASS. Grade B. CAR-Ten. *Wd to SuperSter Tura l Iierouplings. Annnge, Needs a>mmetricolly around the pipe.
SS8 for 5/8'. 31e. 718'. r rebdt died Tema werre a Manufacturers mechanical plot wmv ar Rung H supplied with
S.T wplinq 'U, rmtty vin testa Iw "P bdly instead of hdav, flanged Volvo WHY a Top, by
ASM ASSB, Grade & Cor -Tan, equal l0 SuperStor nttmple, mtthanicd pint dooptor moll be used instead, so as to pradde, Gdeal
SS1D fw 5/8'. 3/4'. 7 /8'. 1' Lefad space for mcotln9 \'Hbdl.
O,Twod: Mdse 0 Continuous run of pipe Is required to be restrained n of
Lcn \nueus Threaded rod Iw cvttin to do'ved ten IM1e restrained pipe sl be greater than 60 feel in length all Prongs.
9 9 Inawl long body solid aeeems as requred on longer rune to keep tread
ASTM A588. Grade B, C.r -Tan. eaud to Supwri rasa Islay to the 60 loot maximum.
W12 Iw 5/8'. 3/4'. 7/8', Y
5.reeamc Pipe used In >con rMoNey installed as Nml Be E^e ERI Joel pipe
ASTM A588. Grade B. Cx -Tan, equal to SWNVI neeame 'n" as r o ao
SS17 for 5 /5', 3 1e. 'A'al 1' no flat washer
2 5
3 4 1
4 PUBLIC WORKS SHACKLE ROODS
3RD. PLAN - 330.5
DEPARTMENT AND TIE BOLTS
ar� � MARCH 2010
Pipe
Sze
nmaa
Tap
P.
P51
2
1
Nlmbw aM50edRltle
fi B 10
12
td
L
2
291
3Id'
2 REQ'D
COURSE
G y V
STEPS @ 12"
3
2�
3N'
BY
DATE
APPR
APn%
1
291
3Id•
5 COMFORT'
fi
291
3Id'
8
29
3/d'
10
29!
3/4'
tl
Go
12
291
M.
id
Zan
3/d'
E
]9!
2z
3/d•
A
o
J
2W
2.
N.
m
DO
Jk
31d•
A.
CG
3l1'
210
31d'
E
J
MY
-
1'
J
to
1'
6
2tD
1•
r
TYPE 6
e 4 PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL SID. PIAN - 330.3
DEPARTMENT FITTINGS
g - MARCH 2010
CONCRETE BLOCKING FOR
VERTICAL FITTINGS
112" RADIUS CL
BULLNOSE
EDGE TYP. 4
SIDES
CONCRETE: 4000 PSI MIN. @ 28
DAYS 6 SACK MIX REBAR
GRADE 60
DETENTION PIPE ACCESS RISER DETAIL - TRAFFIC BEARING
Jl:/LLt
0
Q,p i
S
Know whars below.
Call before you dig.
\L ll
I
BOLT -DOWN CIRCULAR FRAME
AND COVER PER WSDOT STD
PLAN B- 30.70 -03
Me's mown on the plans an in the spedllcauonv or required by
the Engnev, pint «assent >nlan (mochle rcal anal be we4
AY prole rmlmnt matwide used Ndl be those marwfoctuma by
Stw Nalknal Ptatlucl& 1323 XeNY Avem,e. PO Bow 258.
Cdumbuv. Mlo 63216 unla¢v an e"at d0emate Is oppro'" Is
witng by the Engnear.
11-1 Tues. Model
High strength low -dloy ated (cor -ten).
ASM PASS INHA- Mated.
1. nabde
ASTN A588, GAL.. B. Cou-Tani sell to SupbSlar Talbott pau,",INh
SST ] : 5/8- far 2' and T memanical pints (M.J) with ep Her 5 18' rod 111 the pint restrain system n accordance with lure Monuf eturei>
SET ] : 3/4' for C t0 tY Al with Eta (w 3/4' rotl inaWClims so all pinta ore mechancally Ixkea together to d-t pint
SST ]56 : 3/4' far 14' to 2A M.d with ep fee 3/4' red "Knolicn.
SST ]Q J/< Iw 4 l0 12' M.J. with eye (x ]/8- and 1- rM Tel is shall Be TrIBI ed to WII against the meaner[. pint body and
SST 757 : 314' Ix 14' to 24' u.J wits, eye la ]/B' End I- rod not the M.d ldlow<r. Torque nub at 75 -90 fool pauntla (or l /4' nuts.
SST AB: Y fa J0' \e M' M.J. with ., M 1' rod
2. Don't: Hex Nat III \ivewpings with both rods threaded equal shatinee ate
ASTM ASS. Grade B. CAR-Ten. *Wd to SuperSter Tura l Iierouplings. Annnge, Needs a>mmetricolly around the pipe.
SS8 for 5/8'. 31e. 718'. r rebdt died Tema werre a Manufacturers mechanical plot wmv ar Rung H supplied with
S.T wplinq 'U, rmtty vin testa Iw "P bdly instead of hdav, flanged Volvo WHY a Top, by
ASM ASSB, Grade & Cor -Tan, equal l0 SuperStor nttmple, mtthanicd pint dooptor moll be used instead, so as to pradde, Gdeal
SS1D fw 5/8'. 3/4'. 7 /8'. 1' Lefad space for mcotln9 \'Hbdl.
O,Twod: Mdse 0 Continuous run of pipe Is required to be restrained n of
Lcn \nueus Threaded rod Iw cvttin to do'ved ten IM1e restrained pipe sl be greater than 60 feel in length all Prongs.
9 9 Inawl long body solid aeeems as requred on longer rune to keep tread
ASTM A588. Grade B, C.r -Tan. eaud to Supwri rasa Islay to the 60 loot maximum.
W12 Iw 5/8'. 3/4'. 7/8', Y
5.reeamc Pipe used In >con rMoNey installed as Nml Be E^e ERI Joel pipe
ASTM A588. Grade B. Cx -Tan, equal to SWNVI neeame 'n" as r o ao
SS17 for 5 /5', 3 1e. 'A'al 1' no flat washer
2 5
3 4 1
4 PUBLIC WORKS SHACKLE ROODS
3RD. PLAN - 330.5
DEPARTMENT AND TIE BOLTS
ar� � MARCH 2010
Pipe
Sze
nmaa
Tap
P.
P51
2
1
Nlmbw aM50edRltle
fi B 10
12
td
L
2
291
3Id'
2 REQ'D
COURSE
G y V
STEPS @ 12"
3
2�
3N'
BY
DATE
APPR
APn%
1
291
3Id•
5 COMFORT'
fi
291
3Id'
8
29
3/d'
10
29!
3/4'
12
291
M.
id
Zan
3/d'
E
]9!
3/d•
10
2W
N.
DO
m
31d•
A.
�
3l1'
210
31d'
E
Al
1'
200
1'
6
2tD
1•
SHACKLE RODS AND TIE BOLTS
LOAD TRANSFER SLAB
4" STYROFOAM MAT CUTOUT @
LADDER LATERAL -
LID OPENING
SUPPORT SECURED
HMA PAVEMENT
TO PIPE OR RISER
WJF
AS APPLICABLE, 4'
fi :• _^
MAX SPACING, MIN.
CRUSHED SURFACING BASE P
2 REQ'D
COURSE
G y V
STEPS @ 12"
EACH WAY
O
36 "0 CMP RISER WELDED TO
CMP DETENTION TANK FOR ADS
N -12 PIPE, PROVIDE 36" RISER
FUSED TO DETENTION TANK BY
MANUFACTURER
LE
.i:8.8.�
EDGE OF SLAB SHALL EXTEND
PAST EDGE OF TANK AND
SHALL NOT REST ON PIPE
PREFABRICATED LADDER(WSDOT STD. PLAN
NO. B- 30.90 -01) ATTACH TO LOAD TRANSFER
/ SLAB. TYPICAL FOR ALL PIPE TYPES
18"
6"
\ � 60" CMP @ 0.0%
NOTES:
1. LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS.
2. LOAD TRANSFER SLAB SHALL BE OMITTED FROM RISERS LOCATED WITHIN RAINGARDEN
AREAS.
3. ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANKS.
4. ACCESS RISER SPACING IS 100' MAXIMUM.
5. ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN
ACCORDANCE WITH OSHA REQUIREMENTS
ACB
11/28/141
WJF
A BRAUN
ACB
1/24/14
WJF
°p`rt
F. KATONA
1
ACB
11/17/141
WJF
G y V
N C
n 0
O
W. FlERST
BY
DATE
APPR
APn%
Ed
z
5 COMFORT'
PERMIT SET
EC
1FRIIOy; IWp 1
AS NOTED
1M� DATUM
AT FILL B,YE
F NO 9E 9W
SOLE /OOOAD91gLY
0 Or k 6' R x RE. WLT. an. M4
53 CEMENT UNED PIPE MlH CIX1AG 16 se.
NOPPAAS SUPPLIED BY PACIFIC WAIN woofs
- S -o'
F. 9' -. a
WALL INCLLUDE CHECK SEATEDLS4l VALVES
SOM26. WHO MEEKEST CIADI¢sl AWNROTOR
A uES ER o... vFo
USA.
PRCCASi CONCRETE vAVLT MN 2 - 3'r3
PUTS ... OIMEx51IXN 5' -0' v W -0' e
iO PIPE CF Unutt VAULT c0.
INSTALL N- SERNh11.1
PIPE 18' dpi E.
RPE 2J' FOR L'
PIPE
TO CRETE BUPPMT PAM
WED OULSTABLE FIRE
LATE
COmf
WILL ANGLES
PLAN
TEF .1p. WOREEMBEL, WALL BE A. AS PARE
or THE DETECTOR CENE. YALVE
W. en tic
IT. BY Be BY PLAN® Case. AtOM. EWK 10 pow.
VALVE ASS 1 WCLUBES 1M RE91kNl SGLED SPETOFS
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER MRWWS 1 -5/8" CIA.
DRILLED HOLE IN COVER.
ELEVATION
xmE
INSTALL 6PLVANISO LAI TOR ACCESS
AF SR FIELD INSTALLATCN. MAIN OBCVA AND BY -PARS CAVA MUST
BE TESTED SATYACROPLY BY A DEPT BE HEALTH EERIME0
SAp(ROW ASSEMBLY TI:SRR.
LEST REPoRT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY
ENGINEERING DEPT. PRIER TO CTVATOK NE
INSTALL BRASS PLUGS AT ALL ZEST COONS
PUBLIC WORKS 6 ", S", & 10" DOUBLE CHECK DETECTOR STD. PLAN - WOA
DEPARTMENT ASSEMBLY WITHOUT STANDPIPE
N, o` INSTALLATION MARCH 2O10
DOUBLE CHECK DETECTOR
ASSEMBLY WITHOUT
STANDPIPE INSTALLATION
A
F'F NOT TO SCAT F
R- 311525
)l COQ, 00
to City Standards X1901
�(Iklq i9SIONAL ,>I'
R'--� NOTICE T A C O M A - SEATTLE' SPOKANE •TRI -CITIES
N1FRAlYN 6116 "Beep 9WL FWME 9E
RgE6t.M.N/L 3N ND SINLE 66Gd F
s: z CITY OF
RENTON
Planning /Building /Public Works Dept.
T� moA6 ., m` FWb6¢ R a m m 2215 North 30th Street, Suite 300 Tacoma, WA 9840:
YM gRSNR➢61 .m WIS
0LT i,l TE A06f OM,m Y lF laE 9th{
M9 OfUT9:9rBRw9P6L99ma 253.383.2422 TEL 253.383.2572 FAX wwA'.ahN.com wEe
ynngol to EDT 146FC1 n ru I9rOP9t I-6[
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MWH 201
SITE IMPROVEMENTS
RENTON SCHOOL DISTRICT 6Y.gMR
DETAILS C6.4
sm 30 X35
z
H
�z
Finoy
'2d
d �
u
K
G y V
N C
n 0
O
C'
rr
T O
K
Sz
P h
Ed
z
A