HomeMy WebLinkAbout1496.8SECTIONS AND DETAILS
NOTES;
TYPICAL ROAD SECTION FOR 50' RIGHT OF WAY
5`
2
SI D EWALK-
M I? )
3
PLANTING
STRIP (TYP)
50
32'
" COMPT. DEPTH CLASS `�B"
2
02
ASPHALT CONCRETE
1-1/2" MIN. COMPT. DEPTH CR.
SURFACING TOP COARSE
2-1/2" MIN. COMPT. DEPTH CR.
SURFACING BASE COARSE
SCALE: I "= 5`
CONTROL STRUCTURE GB I
GRATE 245.90
b CHAIN VAN•y.�. U .�
200 LBa , ° a
•w.�. q, S
LADDER STEPS •-y�
243.4 �V
AirD ~
WATER TIGHT
CLEANOUT
15
I NLET --+ 237.19
1.5 DIA. OVERFLOW
PIPE
237.9 1511
235.9
r
!1r::
ORIFICE
233. 9
I.�
'j.
- ��• �`,.:.� e
',,ti..:: `�-.,
is.,,
.t�� •�� ':�''., 't•
NOT TO SCALE
OUTLET
S=0.005
.0 4` , 5`
a
I*- 0.5 2 /
:4
'N P CEMENT CONCRETE
CURB a GUTTER
( TYPE A)
WATER
i . A LL WORK NA.TERI AL S SHALL BE I N Cuij;F0Rm,"'NCE WI TH THE S T Av4u'lARDS AND S P E C I FI -
CAT I ON OF THE C1 4`Y OF Rc[;T0N U T! L ! TY DEPART M_N T AND AP`nA S T ANDARDS Ai:D
SPECIFiCATiONS, 1977 EDITION,
2. ALL LOCATIONS Or EX.ISTINO UTILITI=S SHOWN Arc APPROn'MAT E, AND IT SHALL 8�=
THE CONTRACTORS RESPONS1::ILITY TO VERIFY THE TRUE 9ND CORRECT LOCATiON Slu
AS TO AVOID DAMAGE OR DISTUREANCE.
3. WATER MAIN PIPE -
ALL WATER MAIN PIPE TO BE CEMENT LINED CAST 1RON PIPE CONF0R?"iING TO ASA
S P E C ' S A21-6-1970 ANDjOR A,21-8-1 70, CLASS 22, (PIPE} A21-1 (PIPE S T R EN TH;�
AND A21-4-1564 (LINING i SEALING). THE PIPE WILL BE PUSH ON OR MECHANICAL
JOINT. BEDDING TO BE CLASS C.
ALTERNATE PIPE
ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING -10 ASA
SPE.C'S A21-51-1971, CLASS 52, GRADE 60-43-10 (PIPE), A21-4-1 564 (LINING U
SEALING). PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JvINT. BEDDING TO BE
CLASS C.
4. ALL FITTINGS TO BE CAST IRON, CLASS 2.50, CONFORMING TO ASA SPEC. A21-10-
1977. FITTING JOINTS TO BE FLAN,-ED OR MECHA.N!CAL JOINTS.
5. ALL WATER MAIN TO MAINTAIN A MINIMUK, COVE, OF 76 INCHES BELOW FINISH GRADIE.
WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
6. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH
THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASH!NGTON STATE HEALTH
DEPT. ALL PRESSURE TESTING SHALL BE DONE 114 THE PRESENCE OF A REPRESENTA-
TIVE OF THE CITY OF RENTON._ ALL MAINS TO BE STERILIZED PRIOR TO PLACING
LINES INTO SERVICE.
PRECONSTP.UCTIOiJ CON FcREYCc AND TLr'cINITY-FC'vR NOTICE WILL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION.
8. iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION.
Q. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS TO BE
ACCOMPLISHED BY THE CITY OF RENTON.
10. ALL CONNECTIONS TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON,
ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND
BE ON -SITE PRIOR TO CITY NOTIFICATION.
11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION,
12. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TEST114G
AND PURITY ACCEPTANCE PRIOR TO FINAL TIE --IN.
13. FIRE HYDRANT ASSEMBLIES SHALL BE DRESSER MODEL 500, MUELLER MODEL A-419
OR IOWA COREY TYPt HYDRANTS AND SHALL CONFORM TO AWWA C502.
14, `IRE HYDRANT LOCATIONS HAVE BEEN APPROVED AS SHOWN BY THE CITY OF RENTON
FIRE MARS'+AI.I.- NO RELOCATION OF FIRE HYDRANTS SHALL BE PERMITTED WITHOUT
i.PKIOR APPROVA!9 OF THE CITY OF RENTON FIRE MARSHALL.
30.00 '
22.0'
EX. PVM'T
VAR S
I' MIN. -
SAWCUT
VA,R /ES
RIW
' r I- CEMENT (5ONG
3 5 CURB UTTER
T•f//C/< COA/C, S/DEW,q L K
2COMPACTED DEPTH CLASS 'S'
A 5PHA L T CONC.
/2 M//V. COMPACTED) DEPTH CRUS/-!ED
SURFACING TOP COURSE
11
227 /N//y. COMPACTED DEPTH CRUsyED
SURFACING BASE COURSE
TYPICAL SECTION
N. E. 4TH STREET
SCALE' I" = 10'
SANITARY SEWER
I - ALL CONSTRUCTION SHALL BE IN CONFORMANCE WI TH THE CIT" 1F RENTON ''REGULAT IONS
AND STANDARDS FOR CONSTRUCTION OF EXTENSIONS TO THE C' ''A'"ER AND SANITARY
SEWER SYSTEM11 REVISED ADDITION.
F E i
2. A PRE -CONSTRUCTION CONFERENCE SHALL BE ARRANGED B�TW€=.e< .. i RACi-OR AND
APPROPRIATE CITY OF RENTON OFFICIALS PRIOR TO CONSTRU Ti:1N.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 1 .AND CORRECT
LOCATIONS OF ALL EXISTING UTILITIES SHOWN, SO AS -TO AVO10 OR DISTURB-
ANCE.
4. THE TOP OF MANHOLES WITHIN RIGHT-OF-WAYS SHALL NOT BE ADJUSTED rO FINAL_ GRADE
UNTIL JUST PRIOR TO PAVING.
5. ALL SANITARY SEWER PIPE TO BE PVC PLASTIC PIPE CONFORMING TO ASTM D3034.
RUBBER GASKETS SHALL MEET ASTM 1869 STANDARDS. WHERE CALLED FOR IN THE PLANS,
CONCRETE PIPE, NON -REINFORCED, CONFORMING TO ASTM C14, CLASS 2. RUBBER
GASKETS FOR CONCRETE PIPE SHALL MEET ASTM C443 STANDARDS.
6. MANHOLES TO BE PER APWA MANHOLE STD. PLAN NO. 34. ALL MANHOLES NOT IN
IMPROVED ROADWAY WILL HAVE LOCKING LIDS.
7. SIDE SEWERS SHALL EXTEND 5 FEET INSIDE PROPERTY AND BE MARKED WITH POST AND
WIRE PER APWA 66-3.10.
8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO START OF CONSTRUCTION.
STREET AND STORM SEWER11
1. ALL WORK AND MATERIALS SHALL BE 'IN ACCORDANCE WITH CITY OF RENTON
(APWA - 1977) STANDARDS A14D SPECIFICATIONS.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL'BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE `XA.CT
LOCATIONS TO AVOID DAMAGE OR DISTURBANCE.
3. ALL INLETS AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED
UNTIL IMMEDIATELY PRIOR TO THE POURING OF CONCRETE CURBS.
4. ,ALA PVC DRA3 TE L 7 i1EAP. STREET SIDE LC.
OF EACH LOT u PERM rUTURE C OF ROOF DRAINS.
R/w
30, 00 '
22.0' 3' '5'
I6.0' 1941
Ex. PVM'%
VA R65S
/' M/N. -
SA VIWCUT
�AR�ES
CEMENT CON .
CURB � G UT r&"�
,¢" TRICK CONC. S'JDEWAL-1<
-2 A COMPACTED DEP7-N CLASS 'a'
ASPI-/ALT GONG.
/2 M /N. Cowl PACTED DEPTH CRUSHED
SURFACING 710P COURSE
22 'NIA. COMPACTED DEPTH CRUSHED
SuRPAC/NG BASE COURSE
TYPICAL SECTION
EDMONDS AVE. N.E. 8c INDEX P L. N.E.
SCALE: I = 10'
.
jilljr - --