HomeMy WebLinkAboutR-387205C D : R 3-7 6V, 05
PROJECT NO. B15 002961
PARCEL NO. 723150-1545
,.-304• a A WF" MX F�IL�AI_ n, MG-SFAWS PIAS
�•
SW -17-23-5
MIG BCF SOWS Y=ff 1&14-18 MTH 1.7M" 11If M OW11LE
1 [MA110110 FLAX . TO fib-SiAXS PLASTICrx.
!!h." "-1aS'1" MIN I&ADER L�} MU 1"' UfW" HULL
FIS tom« Mf UO( : MIAL A A)
C1fil ty Specifications
r'~ ..... IN UNWUM lJ f 1 i a
.+° r IMA.). WF" WA AT
........� a ~ .
PWWMTY I. W MTH 12"
LOM COFfVt TARJIECE. A '
12" '`"� ' I
j r _
a y n y
11-1,/4' BEND 22-1/2" BEND 45' BEND
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.
Water Utility Notes and Specifications
7WESE NOTES SHALL APF E4R ON PROJECTS FOR THE WATER UTTUT Y.
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v.
WUQ WAIr3 w�►
-• ,.- A
- Gaon
1. Alf / 1 in the sfar�dards and
� with of the City of Renton
� TO IAF
-
services
19. All and shall be by the injection of a 50 ppm (minimum caorxaen&ation)
�" � rrc�r�lf-fz � uer� carr �f �c � �
CITY
c���
q_J1
PL&k Works Departrrrent and the latest edibiorn of ft WSDOT/APWA and .
solfon. Dry Calcium shall NOT be placed in the pipe as laid. C�nlorrrre shall be
~" *'
Tuam
TEE �' dEpD
ae+ctad In nae wrttr 7-11. ( ) or 7- ( )F of rd cons t A Ice��e , as and modified by the City of mein ' Se�ctio�r► 3 12 E 113 12 the Sunda
Rernto n in the Rendon Plans & tions. A set of ns shad be on side at all above.
- -- -�loom
BE IN =am f!r me" "a NOMMT& Me ego vftyrmt
times dL#ft .
W.W Im=WL
ff
�IIn A�
IF �E: UNE TO � IS 31e pole 1-
TO BE M4sTALLM w 714E, FUIUfE r Y,wu u
I�r.I SIL fir Sim
................................:.:................................. .
1rrlr I r,► � , 1 4� Y nor iiia
""M = r.w rye I n 11r � OW CK MAX r� 10 TU ref n 10
.......
_52
2. The hours of work in the � right of way shall be 1knite+d too 8:30 AM to 3:30 Pel on unless 20. A c�ar►� is rle+quir+ed pinion to any construction. A �m of free (5) warlOng days notice
- - - is required fir .
otherwise approved in writing by the Public Works D�ep�arbnent at (425) 430-7301. The Police Department;
VIS (PA.L I- (,'14-.Sl ON " � r I FLM
" �,,,7
f
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Fire Department, and 911 shall be notified 24
LDW UUM Iu Im
3 LZ fY7
'11401
21. T "
hours in advance of any work in the right of way. w�er►ty-faour (24) hours notice will be prior to starting new .
OF 1NIATM YAIII TO
P'iOYff7E. !kAiI;IC Mw t%X'C" ""
AMEAS r:,�..a�r..A" M M 1f r+ WMA ma a FM w WA" I.M 11r,
tr NO. a FM l NYA" Ir lith 1�1�'f ,Sl"
�:mow.► Yit ft3#: FL1f�l1
IL UP& _10 �Im V1W4-n-1�i�-"-3.G, CO IIIcD7IIAI.Q I1R� �
2r-214p33. OR
MAX. I I M SI "m(1-0 - ab X m tw Imo'+
.
3. All locatiions of existing utilities shown are approximate and it shad be the eantrac is responsibility to 22. It shall be the contractor's 'bikiy to secure all necessary penins prior to starting .
MUNI I FR: 3/4-8-2470-2 VATH ANUE BALL VALVE ON WET AND
�. ECK VALVE (1 WfLET
rw. FiL]f.'FII Ck MKISI HL (IF 1) - . t ,..W
the true and correct location so as to avoid da Or For utility locates call 48-hour
� �Y
tOAfXIrt"TIIOMI SIM wrTN BAU VxI:.vIF. I<OM1 . . I" IWIL%U172-11W-44-44G. OR
TAf"EWD 1H PWAD (C'C)w QLKX Jf1MIT MerM " SIA%. ' 21 -#1!5 4, MUD-1-FR: 1 9 2470 2
� �"��M
'
locators locators 800-424-5555 23. Irrstallab�ort of ate , wader services, lines and meters shall not be dome urnti/ all service agreements,
(3/4' F'BT000--3-0) OR A1r wCDOW&D 470IEt flK`►Tht IIt.ET AND (AIfitIET rNTH C1UNCC ,O11i_ f'ACIE.c rlNGS ON
(Y- F81OW-4-4) OR AY wC104ALD 470* wLIET BALL VALVE AM SME afcK VALVE all ouRIT.
�.�..
rrnetler applK'atiorrs, co► - �. and Pam of fees have been made to the City of Rendon.
�TWOM SHBE AIfITH QUICKJaMNT.
NOTE:
"u IifETElIY BOWS TODWAUM�
CAA�T MWA FOU Ee � f��evf� f:�r 15. MtA� :IE
Ef�uur,t. � aL�+c FClur+rrr_
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4. An approved Traffic Control Plan is required to be submitted at the meeting.
5. Datum for Vertical Control shall be North American Vertxal Dlatum 1988 Meters, and for Horizontal Control 24. All connection to existing mains is to be fished by the City of Rerrdah, fexeept whet taps, wfiidr may be
shall be North American Datum 1963/19191 Meters unkss o vet the . of Rendon Public made by a wet tap contractors with prior approval from the Pubk Works Department: All necessary
dP�n by �'Y
rFeo�r ��I� r� � HE Il+�ri�u.Ea �
04
BOTH Maes OF A ENA Boot
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.
Works Department. Reference benchmark and elevations are noted on the plans. excavation and materials are to be suppled by the contractor and be ons prior to City nob
A 40-`�
6. All watermain pipe is to be cement lined ductile iron pipe faorrforn*V do AWWA C110 and C111 or latest 25. Inspection will be accomplished by a r�epreswitative of the City of Raritan. It shall be tlhe contractor's
A-A
revision, thickness Class 52. Cement mortar lining and seal eoladirhg shawl/ cnnliOrrrr to AWWA C104 or latest bif%ty to notify De nt Servers twenty four (24) hours in advance of blacldliling all construction. The
'
WILL 2- I I c�LE FOR Ufi rLTi
revision Pi joints to be push-on or mechanical joint.
Pe I Pu 10 do be CASs C. All iron pipe and contractor, as weft as tine engineers, strait keep as-buiIt drawings.
ME-ICI) BEAD DEVICE
OLDIX BOOM--,
finings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 .
-1 M01.Frxt
AWA
a ~ _ _:.
�` � "'�'�
26. ��� d0 p �� and temporary biow-off assemblies for testing and p�urrty ac�aep�n�ae prior to tinct
AkD FRONT I OF FIT
7. Cast iron and ductile iron fittin s shall be cement lined, pr+�cire rated as rooted on ,and in
9 P tie-in.
accordance with ANSI/AWWA C110/A21.10-87. Cement lining Shall be in aawdarice with ANSI/AWWA
Y. WLAIIlA ,MIS <A& Of E11.CKXM I"+O E I "AWR IIHM IrDIAMIL ILN AND F(k 'AAL T
� 'W*A SWIMt o � By am �.
C104142114-90. If fittings are 3 to 12 inches in diameter and haeme mechanical joints, the fittings shall in
accordance with either ANSI/AWWA C110 A21 10-87 or ANSrIAWWA C153/A21 53-944 Three (3) Inch too 12 27. Aft joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing
X All rlLr� �� r W � IH I�.� � 1��,� �►� �Company
of Columbus Ohio,
equal, approved %n writing by the Public Works Department.inch
diameter fittings, which have mechanical joints and/or � , s be in accordance with or
` ALL POUND IM11% C`� � I DAY M
ANSI/AWWA C110/A21.10.87 or a combination ofANSl/AWWA C110/A21.10.87 and AhSI/AWWA
4: A.L ItOXMI: ti-IN.L IC CUMWI I_ 6
C153/A21.53-94 such that the portion of the fitting with a joint(s) may be with ANSI/AWWA 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Of/ mat stne+ets may
N D TF:
I1 mmw nnII smm.L " "A*sT TIS atww nT%w, Wim: mEA
C153/A21.53-94 and that portion of the fitting with flanged joint(s) shalt be in with A WWA be spade cut. All surface concrete, pwaverrrent; sidewalks, curb, gutters, and driveway shaft be sawwrut to
1W �>� CF THS HCU MUST K AT LEAWr 1• FOW
�, f _ � ria LI I 1>� f1 . ,JDKTWCA f�oLrs ars
I&.A�I.>`: �� � YS ,M,Io � �,,�.I. : I��r
a minimum of two 2 inches or removed to an existing expansion joint.
C110/A21.10-87. Acceptance testing in acror�dance wnfi section 53.53 of AIA�/AWWA section 10-4.3 of () n9 J'�'►
LJND°pNe"'" IM ""�'R'E M `PAOM ' -VIC
1W1 10 MANX "&W1HE OPEN SOLaF >w� 1f
ANSI/AWWA C110/A21.10-87 shall be obtained b the eonb�ar and b to the owner.
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ow W.
29. A te►tnporary cold mix asphalt patch shall be placed on the day of %nitfal (excavation with a pennaiherhty sealed
8. Gate valves shall be iron bad bronzed-mounted double disc wkti bronze wedging devise and 0-ii
ng n9 patch to be placid, to City of Renton pdrey, within 10 days. Call for subgrade inspection prior to pbcanent of
stuffs box AWWA C500 or of resilient seated AWWA C509 . Vas ws shad be patch
n9 ( ) type ( ) designed for final
a , -JU.1-1 c W04'(S
9 3`4' AND 1 WATER SERVICE
Oft PLAN -
� ,
� 0 CONCRETE BLOOKING FOR
I-1�:�RIz'T'AL AND C��t�1MVwARD
ow PLAN -
� ��"�-�
�' + "� �"
V'ERTIC��L. BENDS
minimum water operating pressure of 200 psi. Gate valves sNW be Clow List 14, NO. A2390
aV�:u��:� �nthn
��� �D�
or M & H. 30. For Cky pwrojrts such as try conduit, the PVC pipe used shall be All chemical
9. Fine hydrants shall be Corey type (opening with the pressure) or camlanessiorh type against
pressure) conforming to AWWA C-502-85 with a 6 inch meduvkal joist inlet and a main valve opening
(M. V. 0.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Starxlwd Threads 7-1/2 threads per inch
and one 4 Inch pumper nozzle with the new Seattle Pattern 6 d per inch, 60 degrees V. Threads: IN COMPLIANCE WITH CITY OF RENTON
outside diameter of male thread 4.875 and root diameter 4.6263. Hydranis sal haw a 1-1/4 inch pentagon STANDARDS
operating nut opened by turning counter clockwise (left).
BY: I Date:
_
.- -
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron thmaded caps with operating nut of the
WATER MAIN IF ADDITIONAL. ADJUSTMENT IS
same design and proportions as the hydrant stem nut. Caps shad be fitted with suitable neoprene gaskets for BY:Date. •
REQUAREIIr, INSTALL 2--2" GLf:,E
:. I .. ... ... . .. .. .....�
positive water tightness under test pressures.NIPPI
- F ANO 2 .. fir Wr 81-ND, SCRrwn
AT THIS POINT- F1E LD L A IE F" S HIC ML IER WX IN
PL.ANTrR OR C:1tST IRON PYX IN PA
�-
r�
DIRECTION OF FLC)IN
BY: Date'
ON CONLN� L AWAS.
11. The 4 inch pumper nozzle shaft be fitted With a Storz adapter, 4 irrc�ir Sewattlie Thread x 5 inch Storz. Starz
a..n raPPl r?
YYYYt
tip"
BY. Date:
adapter shall be forged and/or extruded 6061-T6 aluminum alloy, . end portion
y
?w w n r*m
,.
(MIN,)
shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather.
r W" EUBKrW • - " . CALVA ZM PIPE AS MQUII
--
..
Storz cap to have synthetic molded rubber gasket, and shall be at ta died to hy+drarrt awdaptler with 1/8 irxh,
CANCRI"TF FX_arcacM _ -�
I .., »
coated, stainless steel, aircraft cable.
.PLAN
6 MIN
*#MIN. TYPw .UNI ON 1 YV
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety yellow or
approved equal.
PLAN
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Rendon Standard Detail for fire hydrants, latest revision. CALL DIAL-DIG AT 1-800-424-5555 AT
LEAST 3 BUSINESS DAYS BEFORE DIGGING.
"MAX
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All
VT EXT S ASI D
watermain 12 inches and larger shall be at a minimum of 48 Nx hes below finish grade. W/neve utility conflicts
Torr, PIECE CAST RON VALVE (SEE DWG BR46 PAGE EMO)
fQjAL TO OL`iIW C FOUNDRY CO, .-GROUND UNE CONCRETE SIDEWALK
S I AI�uAI� W'1(12 .�{, I ItIN, 6- MAX
� cc-' _ �--- ' �
-
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occur, watermains are to be lowered to tear.
V ATH REGLA..AR BA'�„ E SEC-00N
LO E I 1 _ , Y - _ ,• . _
:.::: C3
16. All watermains 6 inches and larger in diameter small be c�e+arhed **h pipe cleaning "PIGS" prior to
1'w RES41.JENT SEATED = .` - - .�.
`
`MIN.
disinfection. The "P* pigs" shall be Girard Industries Aqua Swab-AS or approved egwu d, 2 lb1cu. ft. density �
1 R HOSE
rAIr VAS Vt , %(WWD 2 l � NS f QST)
foam with 90 4 durometer urethane rubber coating on the rear of "PIG" only.
CAP VA TH GASKET
2" C►ALYAIrilltf3
PIK 12" LC W
r. .
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n n
17. PIGS shall be finder she with bullet nose or
cylinder ped square contrarct+or will perform the cleaning
2� rx� NILE �-- �rf� 2•'�"�' I'LL ARu 20 CAS
.
--�----
TO C1 TY
_
EiET11�EN CAP CIB PLUG ,:,�.--�� `+ 7" CLOSE NIPPLE DE'wTEEN TEE
���.yj�
Ah�'i �'` !�' FI W - AND 06 1-1 H�{*V
.�'-�
� -
,TACKED METER � �,
METER I I CSN 6" MIN. FREE
BOXES
•
0 IVNER
_� �,� 2w �I' F-1-HOW
INSTAiLL 4 MIL POLYETHYLENE .�
� IMAX•PLASTIC
DRAINING GRAVEL
All watermains and services shall be pressure t too a rr�rxrnum of 2U0 or 150
18. p psi psi overoperating
COVER oV ..
CRAVEL. CUT HOLE FOR PIS: �� !�t"�
NOTES;_
i. Al. 1. I:;MCri1Hl,, CHECK VA1�.YI' li�1i� s I HI` A iE;S1 LIST (A- HACXFI.0W IIUN
pressure, in accordance with the specifications of the City of Roman and the W State Health JOE BERNA SCONI
��' �,1��
llE�s�.�`-�..A1k*IF;s (I�C,.VA S) I.ISff..0 1. l F' V N
ASSEIMOLICS APPROVED 170R INSTALLATION IN WA A' IINGTON STATE". PUBLISF IED BY STATE OF WASI IINGTON
.
Department. All pressure testing shall be done in the presence of a iatw of the City of Rendon. The 520 WILLIAMS A VENUE S 0 U TH
10 . �� WASHED ORA I�,A�o
DEPARTMENT OF r AL111
2. THE OMI�IER/AF'F'L�CANT MUST OBTAIN A SEPARATE CITY OF BELT PLINK PEf�lt1T F� TSE
quantity of water lost from the main shall not exceed the nun bw of /bins hour as listed in
� P� � � REN TON, WA 98055
H ;IAtNhr1 f 1 �1
11~f�'EGTI�JN
Kentaro Standard Plans &Specifications 7-11.3(11). The looms in pressure shelf not exceed 5 psi during the 2
FCJFt DRAIN
FORD
OF THE IkSTALLAIION OF THE DCVA AND HPINf . THE DWNIER SMALL FURNISH, INSTALL AND IMAItNTAIN THE
DCVA AND ALL F-IPWC AND APPURTENANCE'S SHOWN ON THIS FLAN,
hour test period.
EL[V 11N
3. THE DCVA MIDST BE TESTED BY A STATE CERTIFIED BACKFLOWASSEMBLY TESTER AFTER ITS INITIAL
I NS I IV .F:.A'I WN. AF WR h1 PAIRS' ANIS ANINUAI:.L Y I Hf'RIEA:F I F, R A I C3WNE 1 S fXF'F NS ::_ A C: Y OF I HF I h Ei I
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENQ NEERONG DEPT.. ATTN. WATER
U I ILI IY + 0.qZ-C0NNE.G`I ION WW I RUL 3t-OAL1S I' I-AX 140. 42b-4jO-1241 r
4 � DCVA AND METER BOX SHALL BE LOCATED Chi P4VATS PROPERTY AND AS NEAR AS POSSIBLE TO THE
'IIIfA I FR IME 'I f. R,
PJ V.DAIT_
~.SITE PLAN/TESC/DRAINAGE PLAN
PWABY.
RBD
,
roik
A `'LLL✓✓✓ LISA A. HARBERT, P.E. DETAILS
I 2021 201 ST PL SE, 1309
520 WILLIAMS A VENUE S
is __1'U31 c W034S
+
�A 'I��'�• '
2' BLOW-OFF
�jQ�
Sm PLAN - 80.1
l���c wow
�i� K
IY* TO Jr VALVE
12 Y � � apt
M. P -�
v A �o� a
.r/■�y■r
_1� ,C
PERI4IANENT ASSEMB[-Y
II�1P.ARI MY1N •!
FIRE
]nLw �%��� ��,� � 4,�2 (�� �\ BO THELL, WA 98155
BE A006 E FOR bERIF)'NMG W LOCA afloNSlaAt AAO LMP1H OF ALL EMS71W U �` Sl E!\G` : ;L PHONE: (206) 371-3079 RENTON, WASHINGTON 98055
SN�c wE>fN�� ��
SiAO/II QN AESE PLANS OR NOT, BY POT}KxMfG T►E Ulr11E5 AAO SUPIE� AE MpA2fAdTAL AAO IER1A^.AI. LOCA T1QNS PMIIpP TO '
� .,� �,;,�:- �,V
CaVSI�fA ZK IM SM U W AWE CALLNVG UTNJTY LWAK AT 1-x-424-5666 MO AEN PORK M ALL OF TME 08SlMIG LISAHARBERT®0 UTLOOK. COM
\
UNU ES AT I" LOCA706 OF AEW U71UTY CROSS= IV Pt~ YSCALLY WISFY IMEW ON AVT QOWWIS 04ST. LOC4WN OF SCALE: M IS �IE DATE: 12 29 15 SWT NO. 5 OF 5
SAID UTNIIES AS SMOIIN ON THESE PLANS ARE MW UPON BE G WWW RAW WOM1A AoV AND ARE SLN�.ECT IO MONA 7W
C D : R 3-7 6V, 05