HomeMy WebLinkAboutR-3940512
E
F
trnLar[aP
ea,pdm
p.ra
A MVhLI and ConnrNa Nps
0. NM• Nes InaYllaMen
Rigid Pipe NOTES:
1. Pipe compaction limits shown on Mls plan are brplpe
cowWcAon in an embanlonent. Far pipe cowbuadon
In a trench, the horizontal limits of thio pipe compedion
zone shall be the vans of the banah.
2. All Steel and aluminon pipe and pip Acus elmll be
Installed In accordancewith deelgn A
3. Concrete pipe with elliptical relrNomement shall be
installed in accanfence with design A.
4. Conal pipe, plain or with circular reinforcement, shall
be Installed Sol dmlgn A.
5. OD. Is equal to me outside diameter of a pipe or the
outside Span of pipaemh. The dimensions shown as
O.D. with T malmlan shell be O.D. all 0. D. equal
T; at which point 3' shall be used.
1'-0' for diameters 12' through 4? and Spero through
50'. 2'-0' for diameters greetarthen 42' and spans
greater den 50'.
Bosses
mLlellrl
bast
r ase)
rWMYIUI
!E]
'A=Vr*aAI.DoluM°r
8n4t..weriTl.0.
EaeOrs for FlWbl PIN
Flexible Pipe NOTES:
1. Provide Laken supped udder berets.
2. Hand lamp under haunches.
3. cmnwot badabg mammal to 9515 miss. densip; already
over pipe, hand tamp only.
In 4. See 'E: cavatlon and Preparation of Trench' in aanbary
sewors section of the Standard! WSDOTIAPWA
Specifications for trench width W and Marching
apparel. The pipe zone will be the wall trench widi
no minimum concrete width shall be 1 1 I.D. - I Ill
5. Trerch backfill shell mnfonn W'Roc llling Sewer
Tree~ In the sanitary sewers secgon of the
WSDOT/APWA W Mand sped iceDms, except bat
racks or loops lamer than 1- per foot of pipe diameter
shall not be used In the backill material.
S. See 113edding Masenal or Flexible Pipe' in aggmgates
another of the WSDOT/APWA StaWsM specifications
for the material specifications.
Backfill material Faced in 0.5' boss lapses and
Lmmwmed a 86%maximum demiry.
Mebmd B or C compactil OASDOTIAPWA)
StaMatl speclflcetlws.)
Pipe
Size
Min. dist.
between
barrels
circular pipe
cont., LCPE, CMP
(diameter)
IT to 24"
12"
30" to 96"
diem. I2
102" to 180"
48"
pipe - arch
metal only
(span)
18" to 38"
12"
43" to 142"
span l3
1 1481, to 199"
48"
STD. PLAN - 880.00
PVBLIc woRxs PIPE COMPACTIANDON
ACKFI
DEPARTMENT DESIGN EtLL MARCH 2008
STORM PIPE BEDDING DETAIL
d I Uln Vr novwn alnnunnu rLnna
rd
L
11� WMATMO
1505 Westlake Ave. N. T (206) 522-9510
Suite 305 F (206) 522-8344
Seattle, WA 98109 www.PxLAND.00M
NTS
'ME
I���3 aeAxaur.rm.
s
F� A..1+j AOUrISIN
CV. RrID WERE
Pw MNMMa
SS .may ODVERPFA IFCO aNT
OREO4VALEm
`--''•1'`�'r GTCN BA991-NIFA ni/N
TEE
F •"' PxDPEmvuxE
T
D
5' MINS waB
QAW s'Mrv. �
I PEIOMIEWWMMNNE PIPE
Sol+ FPNeAIF, Mair DIY
s
9 W wNe
Z%E.QR0SS0R45'1aYEATBEN05
aEAn.Durw1X
PEI3MVEMCIP CLNSIN-011ry OErNL
GTCH BMIN-AREADRP3N
EEOTION Al
NI@I PIIRIOPB, qI
Puce ROOF orYal
NBIER
3'MIN. VARIES
2'Mm, CCv R wee
couEmaN LINE
TEMPoRARYCV ON END G RCCF DRNN 8Na
M4RXED BTRkd'3rANE
RACECLEANO TAT3Dl' W1AePACE.ATBPBFNDa,
MHL DWOMD. SECTIONH
PIPE EMS
NOTE:
MIN. PIPE SRE 0'E
PIPE MATERIALS ALLOWED. PVC, LINED CPE. TRIPLE WALL
POLYETHYLENE, m OF NEEDED FOR STRENGTH).
TYPICAL PRIVATE ROOF DRAI7M- DEPARTMENT COLLECTION SYSTEM P —885.10
wPUBLIC WORKS
CROSS SECTIONMARCH 2O0B
CITY OF RENTON STANDARD PLANS
CLEANOUT TO GRADE DETAIL
NTS
6
1
s
Ti
%`BOLTcpaws 8L
DETNLNNOND
4
e•
]1
awl
Na-
�/C
~NI•D.HOE
t 1DMWA.INHME
sennoN Oa F\`"".
BOLT -DOWN BLOT DETAIL
SEE NOTE 1
OF830.T23N"R5
Material On
NOTES
1. Provide two slots in the career that am vertically aligned
with the holes in the freme.Local of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable In
lieu of the Into design.
3. Refer to Standard Specificatkin 91 for additional
requirements
4. For Frame details, see City of Re Mon
Standard Plan 204.00.
PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
CITY OF RENTON STANDARD PLANS
CITY OF RENTON
re AS NOTED ''°^ CITY OF
Approved by____________ Date___ WEERENTON
Approved by._ Date — max. WIL DATUM
Approved by. _ Date �WFF '*""`'L I Planning/Building/Public Works Dept.
Approved by. _ Date NO. REVISION BY DATE APPR WFF s`'"`A oUROM"`
SOLID LID DETAIL
NTS
STD. PLAN — 804.10
MARCH 2O0B
CAB� STORE NO. 7252 11/06/17
THE AUTO SUPERSTORE P
STORM DRAINAGE DETAILSc-s.i
AS -BUILT
R1?D .XC
APV
I vddP
J 000"�o
P o P
d�^�d�dPd
PP�OQO�P
gvPdPdOd
P�P�P�P�P
s
Ti
%`BOLTcpaws 8L
DETNLNNOND
4
e•
]1
awl
Na-
�/C
~NI•D.HOE
t 1DMWA.INHME
sennoN Oa F\`"".
BOLT -DOWN BLOT DETAIL
SEE NOTE 1
OF830.T23N"R5
Material On
NOTES
1. Provide two slots in the career that am vertically aligned
with the holes in the freme.Local of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable In
lieu of the Into design.
3. Refer to Standard Specificatkin 91 for additional
requirements
4. For Frame details, see City of Re Mon
Standard Plan 204.00.
PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
CITY OF RENTON STANDARD PLANS
CITY OF RENTON
re AS NOTED ''°^ CITY OF
Approved by____________ Date___ WEERENTON
Approved by._ Date — max. WIL DATUM
Approved by. _ Date �WFF '*""`'L I Planning/Building/Public Works Dept.
Approved by. _ Date NO. REVISION BY DATE APPR WFF s`'"`A oUROM"`
SOLID LID DETAIL
NTS
STD. PLAN — 804.10
MARCH 2O0B
CAB� STORE NO. 7252 11/06/17
THE AUTO SUPERSTORE P
STORM DRAINAGE DETAILSc-s.i
AS -BUILT