HomeMy WebLinkAboutS-288301A INSTALL NE 1/4, NE 1/4 C. 18, TW'• 2`3N., RGE. 5E., W.M. CITY ACTION NO:
NEW TYPE 2 -48 CB LAND RECORD NO:
W/ SOLID LOCKING LID
OVER EXISTING STORM SEWER. INSTALL .... ��.
REMOVE EX. SD WITHIN NEW CB r.ENWA, �vo -.mss
51 LFA• 8' DIP CL 50 ° nrA E v i ei.� t - ��rere�d m+
EXTEND NEW 8 °SS THROUGH CB. S - 0.28X -.,. 1. ALL WRK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS of MINE CITY OF
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INSTALL. •NEW SSMH FENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
$ RIMs3&20 (t) ABANDON SPECIFICATIONS AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
IE- 27.31 (OUT) I 64LF EXISTING RIMS TIMES DURING CONSTRUCTION.
e' IE 27.33 (I 1O" PV ""'� ) (MATCH GRADE) '33 • '1` AS INSTALL' _ 2. THE HOURS OF WORK N THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:30 AM TO x30 PM ON WEEKDAYS
IE- UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -am ALL STREET ClAwt S,
IE 7.57, ( W) INSTALL 100 LF� 6 SS PVC %2_ PARTIAL OR FULL SHNl BE APPROVED BY THE MAN93MA71ON DIVISION AT 277 -6222 24 HOURS w ADVANCE
` i IE- 2 3 8'S 27•'77 A4 75 ,,, S 1.00X ALONG INSTALL-
IE- THE POLICE DEPARTMENT, FIRE DEPARTMENT. AND 911 SMALL BE NOTIFED 24 HOURS N ADVANCE
8 PVC . a ALL LOCAnONS OF EXISTING UTIIJTIES SHOWN A.-E APPROMATE AND IT SHALL BE THE CONTRACTOR'S RESPON98Iln
ter`- 27. `N) `�°�c �� I S - 1.0OX %:
OUTSIDE FACE O 6 SS CLEANOUT TO VERIFY THE TRUE AND CORRECT LOCATION SO AS l0 AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL
- Z . (� IE m 29.30 A ALL WATER MAIN PIPE TO BE �dT LINED DUCTILE WON PIPE CONFORMING To AWWA Cno AND Cln OR LATEST REVISION
O S� 102. I 6 INSTALL-
NOUT I BUILDING (TIP) I SCALE 1' -20'
13 LF - 8' DIP CL 50 THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SMALL CONFORM TO AWWA C104 OR LATEST ILEM90H1
sm QF S 0.28% ��ggyy y��8 IE s 28.30 PIPE •MOINES TO BE PUSH -ON OR MECHANICAL JOINT I)=" TO BE LASS Q ALL DUCTILE WON PPE INSTALLED SOUTH
-J F- IH.8T1• MI2 HXC 4 Y 6106 �} 0 20 OF SUNSET BLVD.MAPiRE WAY, LE 900) AND ieca* OF SIR. 187 ( C 1 VALLEY 77 S FREEWAY) OR w SOILS OF HIGH
d s IN". 2T �' I s'6. 29.12 CA1lMDON7 S N A4I I ! C,, I RESISTIVITY SHALL C LE VNI POLYETHYLENE WRAPPr kNC Uw C 106-77 STANDARDS.
S CAST IRON AND DUCTILE WON Fl771N05 SHNJ. BE CIEMENY LINED, PRESS RATED AS NOTED ON PLANS, AND IN
4"CLAY OIDB ACCORDANCE WITH ANSI /AWWA CIIO/A21.10 -•62. CEMENT UNNG SHNl 13E N ACCORDANCE VLTH
y R OVE EXI H ' I B`E• 4 °CLAY 61DB W 8 pG , Y 8i0& _ 35 ANSI /AWWA CiW/A21.4 -65. IF FlTNG S ARE 3 NCF#S TO 12 WtliES N DIAMETER AND HAVE IIECNANICN.
"'FFF ANSI /AWWA C153/A21.s3 -64. 3 INCH To 12 IICFI DIAMETER FlTNOS OUCH HAVE MECHANNCAL JowTS
F- INS ^' -Ebb 6•D s'D ',>, ig a3amn I Jowrs, TI# FlTTY4GS SHNL BE w ACCORDANCE WITH EITHER ANSI /AWWA Ct10 /A2t.10-02 aR
Y�rt J W B- $ AN6 /OR FtANCEO JOINTS SHNl BE IN AIXbRDANCE WItH MCI /AWWA CI10/A21.10.62 OR A OOMBINAIM OF
Z N •' ��- ANSI /AWWA CI10/A21.10.62 AND ANSI /AWWA C163/A21.53 -04 S1CN WHAT THE POR110N OF THE
? s 0.26X N.. TY yy FITTING WITH A MECHANICAL JOW7C5), MAY FIE N ACCORDANCE VITH AHS /AWWA CM63/A21.5S• -64 AND THAT
-®c KD' !'VC 66 t �- GE
R MA EX. E I - - - - --• - - - - •- PORTION aF THE Fl1nNG YA7M FLANGED JOIN7(S) SHALL BE N ACCORI)AN WITH ANSI /AWWA C 110/A2 1.10-
r m 1 i ®.I _- -- --- ..'"L'. _� 82 ACCEPTANCE 1ES11N0 N ACCORI)ANCE 1N SEC7KN 6453 OF ANSI /AWWA 0153 /A21: ••3-64 OR Y67H1
- -- OF ANSI AWWA C 70 A2110 -82 SHALL BE GRINNED BY TIME CONTRACTOR AND iRAN9MITIED
TO THE A. ......... ................ ..... ....... : sECnaN 1o1M E4R•3
ter
� 6•
� nwrr it• 8. GATE VALVES SHALL CONFORM TO AWWA 0600 AND STALL BE RLW BODY. BRONZED- MOUNTED. DOUSE DISC
i SH BE DESIGNED
FOR A MINIMUM WATER
IMF 0 ATCH ,, •::. .::.. ... ..... .: :
R WITH BRONZE WEDDING F 20
AND O-RING STUFFING BOX VALVES ALL
.:::F:.o.;:a:.::.: •: �5:::;.^'.•^' � .'�`;.- :.,.::::::.•.'•:::`::::' � ?:;:::::.>: :.. .� OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE f.LAW UST 76 MWFILER COMPANY NO AdT60. OR M
:...',arcs >.;: ::
IE- 22 _
a�
i T WA STANDARD DETAIL FOR
INSTALLED WAY .54E WATER AND
- 1 ' N AND LARGER
SHALL 9E A°im VAULT. N4 H. N V!+ 2 DIAMETER
Z'7.
VALVES
v YP ' INSTALLATION.
1 1' B ASS NST
s IY GAME VALVE ASSE11
SLY VAULT AND
IE 27. 8
'N
g WITH A
.:L.$ E 29.29�..m�.` 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE f:ONFORMWO TO AWWA o-604• -80
BLDG. FACE. f SIDE SEWER ' , E� 9.325 A ••'' 6 INCH INLET AND A M.VQ OF 5 INCITES. TWO 2-1/2 INCH HOSE NOZZLES WITH MAMMAL STANDARD 7 INCH. 60
$ I ( ) BI G. FACE. r ,'. DEGREES BY TURr1iNO a0 COUNTER CLACK�in S (Ni Y OUMEIER 4.828A 1 -3/4 INCH PEIITAGON OPERATING NUT
�IQ6 I
E429.90 OI -" B. ALL WATER MAN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE
- ffi I B G. FACE) '` -1 ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE
I PARKING GA(2AC I "-��• I :'•� 9. ALL WATER SIX (8 104M DIAMETER AND LARGER 94ALL �ECLEANED WITH PIPE CLEANING 'PIW PRIOR
ie ' • F.F. - 33 -4 .v - TO DISNFEC=W THE 'POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED FJ]UAL. 2 IB /Cu
17 ( I I I '� f.• FL DENSITY FOAM WITH 9M. DUROME70 URETHANE RUBBER COAL NO ON THE REAR OF 'PW ONLY. 'PHGS' SHALL
BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE. CITY MILL ASSIST THE CONTRACTOR WHO WILL PERFORM
1= 12 I i y9. I Z ar
THE CLEANING aPERAnaN..
INS T I, 1
1 -8`x6 TAPPING TEE (MJ )"i '
1 -6' GA VALVE,(FLxMJ), r I .3 SANITARY SEWER NOTES AND 8PECIFICAT10N9
I'
a
_ II
. 1 -FIRE H RANT ASSY. L. ALL woRIC MATERIALS SHALL BE w CONFORMANCE WITH THE STANDARDS. AND SPECIFICATIONS OF : THE CITY OF
, " He
T TI
R W CONC.'. OCK G 1;; : » `i E. RENTON AND THE LATEST EDITION OF'. THE WSDOr /APWA STANDARDS Mlo SPEpFTCA oNS.
of THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE UMI70 TO &30A TO 3:30 P.M. ON WEEKDAYS
7D 2
, DIN AT 277- 6222.'ALL STREET
' 4 IMPROVED W WRITING BY THE TRANSPORTATION; SIGN
UNLESS. O1LiERN15E VED
u
' 4 � PARTIAL OR FULL. 'SHALL BE APPROVED BY THE TRANSPORTATION dH910N 24 HIOUge N ADVANCED. THE
CLOSURES.
. 4 W ADVANCED.
' I i F�j��, APPROXIMATE PUMPER POLICE DEPARTMENT. FINE DEPARTMENT. AND 9m SHALL BE NOTIFIED z HOURS AD
POINT. L ATION a ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ( STANDARD SPECIFICATION FOR MUNICIPAL Pu8UC WORKS
+F ! CONSTRUCTON) PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION. LATEST
'IDN 4, ALL LOCATION OF EROS NG UTKnIES SHOWN APPROXIMATE AND IT SMALL BE THE CONTRACTORS RESPONSIBILITY
APPROX 67' FROM B G. TO VERIFY THE TRUE AND CORRECT OF THE LOCATION SO AS 70 AVOID DAMAGE OR DISTURBANCE
fi
4 N0710E SHALL BE PM60R TO STARTING NEW
S A PRE CONSTRUCTION CONFERENCE
NVDA 2 STOUR REQUIRED
CORNER, PLUMBING PLAN T n a: RENTON). IT
BY A REPRESENTATIVE OF THE CI
tER w REP�1
CONSIRUC110N. ) I dA: SPACE - --
. /'ITO '�. SHALL BE THE CONiRAC70RS I�POPISBIJ7Y 10 NO11FY THE CITY INSPECTOR 24 HdI6 ON ADVANCED OF
BACKFILUNG I� STING METER 6. CONTRA07 IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES OF.CO57RUMM AND MR THE SAFETY BE REMOVED B CITY) 7. IT BESRE9PON09SITMLI�TMIECOD"TTO OBTAIN sTREETUSE AM oTNER RELATED PERMITS PRIOR•ro
p
B. PLAYNSSAAPPROOVm THE CITY OF RENTON. DEVELOPMENT SERVICES DIVISION. SHALL TAKE PRECEDENCE OVER
ALL OTHER PLANS.
9. A. COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WHEN EVER CONSTRUCTION IS IN PROGRESS.
• ,� 10. CONTRACTOR STAMPED SMALL SUPPLY C37Y OF RENTON WITH SIGNED BY LICENSED ANBL�, WINOS OF THE SANITARY SEWER SY57F3/ aw
L.• R
f
b M ° o' i M DEPTH of 0 ALLY O7►IBOGOTH SIOLYMrAOF HE PJICII N LAYERS ENGINEER W oR uLOOSE VERAGE PROFIESSIONAL
DEPT LAYERS MITH A LoGSE AVL07AOE DEPTH aF 6
INCHES. AXIMUM INCHES. YER TO 95 PERCENT OF MAXIMUM
DO NOT DIS B._ IS NG.. DENSITY. TH1� COMPACTED LAYERS- MUST..EMND.. FOR. ONE. PIPE.. DIAMETER ON- EACH -SIDE OF THE PIPE Ot TO THE
• " SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS Off.
-T4 4 I. ATE INN 12 �g prR a�AN MECHANICALLY ACTED CUTTIINTTO THE EXISTING EwXsn�ASPPHALTASMA LLBBE NEAT LINE WT WITH A
l I r S t -: A E R AI IN RVI
SAW N A CONNUES LINE. A TEMPORARY 111XPA7CM MUST BE PLACED MIMEDIAIELY AFTER BACI041 AND
37 LF•r12'D P.
UNLES:•. OTHERWISE DIRECTED BY PUGET COMPACTION. A PERMANENT NOT MIX PA704 SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
ti SOLING :.NERGY ',(PSE). 1a AATTUM SMALL BE CITY STANDARDS U.aQ AND Q&
14. ALL DISTRIBUTED AREAS 94ALL BE SEARED AND MULCHED OR 07MVASE STABII M TO THE SATISFACTION OF THE
q -- DEPARTMENT. FOR THE PREVENTION OF ON-97E EROSION AFTER THE COMPLETION OF OONSTRUCTICK
SEE DIAGRAM A'. �, BUP9PI -17 AVE. S. Is. ALL PPE. AND APPURTENANCES SHALL . BE WD ON A: PROPERLY PREPARED FOUNDATION N ACCORDANCE WITH
SHT. 4. BBPoDGGEE 7-02.3 (1) �TMWS SHH�wauoE NECESSARY LEMINNG �TRENNCH BBOT70Y OR THETOTOP OF nff
I I 11 FOUNDATION MATERIAL AS'. WELL AS THE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
EXTEND THROUGH TYPE• S 48' C�.,�•� 8�- �••�•�� -�� �� �- �� - •- E:X, 2 "WM 'I... UNIFORM �'GRADE SO THAT 'THE ENTIRE LENGTH ' OF THE PPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING PIPE
i �,. 0.28X I- I 16. SANITARY SEWER PIPE SMALL BE POLYVINYL CHLORIDE (PVC) RUBBER EOASIMED ASAP D 30A SDR 35. OR
i DUCTILE RON CLASS 50.
x 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINWUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED
ICI I T GRADE. IN PAVED AREA, COVER MUST SLOPE' W ALL DIRECTIONS TO MATCH PAVING.
10+00 t1 +00
8 8 8 t o IE- 27.31(WT _ - T 72. 13+0
o IE- 27.33(IN) NOTE
1. IF EXISTING FIRE HYDRANTS ARE USED, THEY SHALL MEET CURRENT STANDARDS INCLUDING 5-INCH STORZ
m. 3 _ NEW 8" SS FITTINGS BFNO RETROFIT ON THEM.
y IL 2. BUILDING OVER 30 FEET TALL OR 3 STORY `YAND OVER. THEE DCVA SHALL BE�LOCATmR'ABOVE GROUND' N THE
NEW TYPE 2 -48" CB MECHANICAL ROOM BEFORE THE FIRST SERVICE CONNECTION TO PLUMBING FIXTURES.
EX. STORM SEWER LINE
g $ $ PLAN REMOVE EX.
g _ STORM SEWER LINE INSTALL
- Z WITHIN NEW
TYPE 2 -48' CSI INSTALL
1 -24 x6 TAPPING TEE (MJxFL)
1- 24`x12" TAPPING TEE (MJxFL) 1 -6 TAPPING GATE VALVE (FLxMJ)
1 -FIRE HYDRANT ASSY. �o R
/ NEW 8' ss 1 -12' TAPPING GATE VALVE (FLxMJ) 4 LF�6`D.I.P SPOOL (t) 44co� "1�iflt
W/ CONC. BLOCK G w/ CONC. BLOCK'G
2. GROUP FOUR,Inc.
16030 JUANITA- WOODINVILLE AWAY NE
1 ♦ BOTNELL.WASRWGTON 98011
ss A MANHOLE DETAIL L w o f (425)775 -4581 • (206)382 -4244 • FAX(206)362-3818
slwwes to t• SURVEYING INGINBERINC: PWINING YANMNBIONT
I
a • n n .. Z .o ', TUTS
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w w-a7 -a wwp'- s1.2e8?
SCANNED FEB 15 2002 io2 �e55= ?es'E's u/ G4 JOB 'NO. 9�02�
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