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<br /> NOTES ON WATER M•q//V EX TENS/ON �'
<br /> -"---"<3,>__I-----
<br /> 1.WATER MAIN CONSTRUCTION NOTES
<br /> �� - The Contractor shall coordinate connection of new
<br /> �" --•*•^- Lam.r---
<br /> FINISHED GR•4DEmain to existing with the
<br /> VALVE BOX i COVER SILVER LAKE WATER DISTRICT.
<br /> 3 BROUGHT TO GRADE v
<br /> Construction of this project covers portions of two Districts responsible 2. The Contractor is responsible for the lacation, protection, and, if necessary, the n
<br /> ` �Eew-pFi u rb�tu/� •for providing:Eta:::r serviceto the site. repair of allexisl:indservice connections. [•later service toexistin residences � '•rnli_�E M�QIt1(ER RAST shall be maintained at all times passible. Should it he necessarytointeruptIil
<br /> 1I *1 y service to any existing residence the Contractor shall obtain permission from the Lt1_� ..•. i I �� Distrect nameashown on the water S IRtem Plan (see sheeet t8 ). Wherever
<br /> {I8[dW-o,FF Er4P,ct TDin th se noteoon the plans the word WaterDistrict" appears, theterm Water District and shall notify the affected party at least 24 hours in advance ;.;
<br /> .-.. �Y N/!Y£ 2 �+Rcoshall be conedos
<br /> to meaneithertheSilverLakeWaterDistrictor theofthe time the disconnection is anticipated. hater service shall. he restoredtou....,-..�,!•, _ r rte,_! �'1Gf/ 9�� CO�I��wG .t" SQNAREMukilteo Wateristrict dependent upon whether the note or item refers toanyaffectedresidence as soon as possible after interupt ion. INNo CASESHALL NL............
<br /> __ �� r /LEAD SLUGconstructiont or West of the Division Line (respectively.) A copy of EXISTING WATER'SERVICE SE INTERRUPTED .OR MORE TIh'�I7 5 HOURS.
<br /> :• _ 2k the plans approved by the Water District shall be on the site at all times
<br /> �� MSR Box AS PLrR that work is being performed.
<br /> P/srx/cr- STD. ��
<br /> 11 _" ••,..<11:-- -----7-•=t- The contractor shall be responsible for co-ordinating watermain construction
<br /> i
<br /> �� ,4 • PROY/DE G�+vEI /AI and connections with the Water District. Connections to existing water 1��r~ STREET s', . r
<br /> 1 ;,;,---.71..-,>°"-T.------- �- 2 TeX 80TTt7M or- BOX W W
<br /> f / mains shall not be made on Fridays, Holidays or Weekends. The contractor ' -'- -- .__. Q `�
<br /> ,� �, shall contact the Water District Superintendent and set forth the proposed EX/ST/NG CASED MONUMENT
<br /> APPROX. ELaGE OF QIiMT. D
<br /> C -�- --'��, - Nr.- ■ 1 M schedule for construction of water main extension and connections prior to -- -•-- ------------.�____
<br /> "' Iz of ANY water main construction work (on or off -- site). ' it _ / e ,
<br /> 2" 74°O, THRA N Ex.v.ALVE EDGE FO EDGE B STEEL
<br /> 4 �'=;• I. All work shall be done in accord with Water District Standards and --- w -w -0' -�� EX.E"STEEL __
<br /> •
<br /> !, ,.,1 ;`,.:�',(! regulations. The Contractor is responsible for being familiar with the -- -
<br /> Fr..:i w w�� Sill- N 3 ;
<br /> tf'T 1.;. ,•j:,a� standards of both Water Districts.
<br /> If not otherwise specified by the I` , 1 's- 4 a4r
<br /> 'i ��.�•:�IV!, 2y G.✓ C•!. 1/ALVE 8oX wiry cog/4W. Water District or these plans all work shall be done in accord with the a S I ' o e
<br /> _ American Public Works Association (A P W A ) Standard Specifications
<br /> CONNECTNEW8"O/P TO a �. 4. A
<br /> .r- : .r • ' ..', vAcve- Tb /Mpg 2"sc. oPEs-/•Rrwa Nor • •
<br /> • ' �','; VALVE /S Ta BE T�Ir,4'EpDEA, for Municipal Public Works Construction", 1981 edition. Ex/ST. S'�STEEL WITH B•• Z' EX.HYDR�iNl
<br /> W I•k AUX. VALVE
<br /> r
<br /> _•,r/i-I ROC'Ko-VELL O,P APAAPplA/G SLEEVE OFOVED O I s
<br /> , •
<br /> �`*is':' 2. All water main pipe shall be Ductile Iron conforming to AWWA C151 and Eq�ALJ ANO NE`V 8 GATE • �i
<br /> "
<br /> .....•..,141 cememt lined • VALVE. TAPP/NG SLEEVE W • W
<br /> TDP 2 G•I•P.OM per U.S.A. Class 2. All pipe shall be 8 diameter except SHALL BE GASKETEO AT IC'.
<br /> THRUST BLOCK AREAS MT(AP where noted otherwise on the plan. Water main pipe shall be Class 52. T,QP ANO DOTH ENDS OF 'bd I
<br /> (SQ. FT.) See detail for service line specifications. AWN I k ¢ It. -
<br /> TYPE OF DIAMETER `�a/rz''d Q
<br /> 1
<br /> LO/►r. THRdsr BLotK 3. All fittings shall be dyp+,le Iron conforming to APWA section 72-3.02A. 1 CS DR/VE/VVAY R1:'MOVAL REPLACEMENT
<br /> F I i t Ir�6 2. 4" 6" 8r1 a • /II�QIfJ/REO AT ALC_O /{/E`II,gYS O/STURBIEO.
<br /> BLOL*SHALL NOT EN(ASE LAY NEW MA/N a D,r/VEWAYS SHALL BE REPLACED/N K/NO
<br /> 2?'}• ELL 0.15 0.59 1.32 2.35 A'Nr PORTION OX THE v,oty& 4. All fitting shall be thrust blocked according to the detail shown. �i /GONG., A•C.P., GRAVEL)AND RESToREO
<br /> Dl�lll+l NoLE,OP. BIOLTs USED Concrete for thrust blocks shall be Class 5 (1 1/Z), complyingwith 4 5 EAST OF W TO ORIGINAL GRAL7E. RESTORE LANG-
<br /> ?. SEG4l[E TIM-CRo //V PL/PGE PEXIST EOGE AVEMENT. OF • •�•�IP/NG AiPOC�N� OR/VEINgyS TO
<br /> �+5° tel. 0.29 i.15 50 4.62 APWA section 74-213. AR/G/NAL OiP BETTER CONO/T/ON.
<br /> 91:' EU. 0.53 2.13 4.80 •8.53 '
<br /> 5. All gate valves (including fire hydrant auxiliary gate valves) are to •
<br /> VALVES 0.38 1.51 3.39 6.03 be installed with cast iron valve boxes and lids. Valve boxes shall be „�+
<br /> CAP 6 TEE 0.38 1.51. 3.39 6.03 B L 0 W �F DETAIL
<br /> TW I L. brought to grade. .r-._
<br /> v�
<br /> rare DIA) �\\ •%
<br /> _...�
<br /> 6. All backfill material shall be compacted to minimum 95% density in
<br /> THRUST BLOCKING DETAILS •
<br /> N•rs• accord with APWA. Excavation bedding and backfill shall conform to '
<br /> NOT TO SCALE
<br /> APWA section 73.
<br /> 41%t‘ -APPROVED FOR CONSTRUCTION J
<br /> 7. Maintain minimum 42"cover over crown of all water pipe. Q
<br /> .. •
<br /> N
<br /> of Ca RELAJ
<br /> $. ,
<br /> TYPICAL. TRENCH TYPICAL TRENCH
<br /> The Contractor shall accurately record the "as-constructed" locations �,�
<br /> /M tC�a1' 1lKNP4R/O _ w/o PATCW = w/PAVEMENT PATCH Of all water main lines, fittings, and valves on a separate sheet with P0AVER OR UT/L/TY- w sIL• LAKE WATER DISTRICT DATE
<br /> HroRRivr- SEE s�-uf
<br /> i dimensions to new or existing surface features shown accurately. The POLE CTrP/C.4i4 C:3 Q
<br /> RrR/�►�T ��� �I 'r••""•' ��F S ill ,•ii I•At7-M1a1T location of all existing utilities encountered shall also be indi- k,.
<br /> • rated. This information shall be supplied to the engineer at the
<br /> _= D III 1111
<br /> lJ11ATi�IG AALT RIYV�MlNT �,
<br /> c�IsTIN(r ul ot Milt �'�"'o"1Mf0f" ..__N s�W GUT A6 ollaV completion of construction of the water main. ``� /�
<br /> NI_., i/ + �'•
<br /> EX/sr. E~rW1TER MANN TD W
<br /> '� a _.._u r I ,J I. ' • .+SMA/IV/N SERV/CE AT IDg°.
<br /> CC 4
<br /> Ili ,I All_IN 9. Maintain minimum 10 se
<br /> SGL!TAMS SEE NOTE
<br /> separation between water gain and sewer Bain pipe. b.. Z
<br /> /OW AC. RoAOW,�✓ xleseCu�luT t3+�cKslet-eo�aACT[o � p •'
<br /> Ir i AIyIp1 .
<br /> TD sax AAAlIMU11'D!N'JITY Its Ir. " ll! y_ -N :,�r�,.• �o cl7LfsHrp �. '• --.+�•. _ -
<br /> tN^ M•4lkA4,LlFT6. �I1�L �� �U� - - Y •
<br /> ' Oiii.
<br /> 11\ 111 I
<br /> �,��- _• - - NEW COAL LIARS ILII II11 d:' 10.Vertical bends required shall be blocked in accord with APWA I t. . . : 4
<br /> (latest • a
<br /> • edition) Standard Plan No. 73. 4•
<br /> I'0V/DE N.:,WI 6"
<br /> INITIAL KsfLL-SlL�CT NATIK J i�1, 4�lh•.. • {�
<br /> Y Ill I J�o
<br /> -;i •,,• !~IIAT�"IAS HAND PLACED I�f i�LOOM L',��� • a'
<br /> taut.eLoc.r z"sEcow11. Hydrant laterals shell be Ductile Iron pipe, Class 52. Hydrant later- 1a t
<br /> LATtRS♦COMPACTED 7p!s*.
<br /> BUAY ',JIVE, IN M•=MUM oeM�iTY. '..�.�� ,1 r.'T 1.lA, als shall be fully restrained from the fittingat the main to the It.
<br /> W N
<br /> MUK/LTEo WO Stoem, AAP. �X __tit"'
<br /> hydrant. Maintain minimum of 30" cover over hydrant laterals.
<br /> �,flv4Nr ro GRAN- ��f.Vt�rnka At', - � h ` -; '•_: � MM.W
<br /> a 4
<br /> PLO UfltFb B{Si' IFI�►TiDNS ".:+_,� -'� �"�'�-'
<br /> [OvE,P Rale win/TAR FA" r MJ N✓DRANr s ,� wx. 12. All valve 1 v e marker o .....-►_
<br /> I, a�K-MT Xfi.a. M..er+aR Is...Pe I.s.R•tLIs posts shall be painted yellow and marked with the � � - _�-_ x
<br /> w+let r11Z .,� number of valves being referenced•Provide Marker Po5}s�o+'A c-( Vol ves.
<br /> ...:M.
<br /> ••i•.. / -, rAosTr ifbaat 11'.1,`.OrR..-.14.7". r
<br /> • i o
<br /> .•': ••=-- _ PER DETAIL. 13. All tapping tees and tapping valves shall beI`; >c �r
<br /> rPp g PP g pressure tested prior to .:
<br /> n
<br /> rr>> � ���. I$ ,+Je\�;��i making tap to existing mains. .. •
<br /> ' ��rrli. . it w; Z
<br /> r • Z =Z
<br /> mIIIIIIIIIIk TYPICAL TRENCH DETAIL 14. Pressor, testing and disinfection of rater rains shall be done in 2
<br /> •� r accord ► ..h Water District Standards. The Contractor shall provide \IL Q
<br /> N l,�r'yy� �I1��I
<br /> NES
<br /> the Water District and the engineer with the results of all tests. QC
<br /> (Wme
<br /> EDGE OF PAVED OR '
<br /> +�I
<br /> 5114/(LE Roy
<br /> CONC.DRIVEWAY. • a
<br /> �,�,�„Xr. .E 15. Unless otherwise specified - all pipe is 7.5' Northerly and Easterly of
<br /> I'TYPICAL) Crr'�/�AL� J
<br /> („,,...,„„; roadway centerline. Station shown - Ex/sT. ShrRuaeEieYCt
<br /> refers to centerline of roadway. ir.
<br /> CONTdYACTO,(�SHALL
<br /> COCK BLOCK 4"Dl. cL$r'L,OTERRL TAKE TO /CAL
<br /> STEIMS TOPROTECT W CIM CC
<br /> MIN„ZGR�4VirL MAINTAIN SO"COVER
<br /> I . . M A/TAL X/ST 0 W
<br /> OViR GRI9YVN , VEG4TAT/ON. Q
<br /> J
<br /> I
<br /> CC 2 2
<br /> MATERIALS LIST - TEETERED SERVICE CONNECTION
<br /> FIRE HYDRANT DETAILS 1, DIRECT 1" TAP INTO DUCTILE IRON MAIN, in
<br /> las
<br /> ~`-" 2. 1" CORPORAT I N STOP ..� 2
<br /> MUELLER H-1500 - SILVER LAKE W.D. PIPE: S' diameter except where noted otherwise. Push-on joints 1
<br /> MUELLER H-15008 - MUKILTEO W.D.
<br /> except at fittings and connections. Ductile iron class 52 i "
<br /> NOTES: (ANNA C51), cement mortar lined. LAY NEW A4.4//V
<br /> 3. 1" TYPE K COPPER SERVICE TUBING - LENGTH •
<br /> Steel •
<br /> a'-S•EAST of ` ,
<br /> 1. SERVICE FROM METER$08 TO HOUSE$9 PROPERTY OWNER.
<br /> AS REQUIRED pipe where called for shall be schedule 40, galvanised. ExiST. ESE o '
<br /> O PAVEMENT. Sh;SLOW-OFF
<br /> 2. DIRECT TAPPING OF PIPE ALLOYED ON NEW 0.I. MAINS. END CSF EX
<br /> 4. 3/4" TYPE K COPPER SERVICE TUBING - 18" Service tubing shall be Type x Copper pipe service tubing. - A44fiy.
<br /> 3. INDIVIDUAL SERVICES REQUIRED FOR EACH LOT. •'''• • '•• -• i MINIMUM LENGTH -- �- :.� 1r`
<br /> .>r.�••�- 5. 3/4" WATER METER STOP W/SWIVEL NUT AND '
<br /> 11 1
<br /> © 0 - ., . • LOCK WING _ _ GATE VALVES, •
<br /> 2 square operating nut opening to the left. Valves shall be .MER/D/AN 1r •, J
<br /> MUELLER H 14255 SILVER LAKE N.D. -• ,�����G� ,�1
<br /> •,=:a _ -r-,..,_ ••• MUELLER H-14258 - MUKILTEO W.D.
<br /> ANNA C500 as manufactured by MUELLER Co. unless otherwise ` 'I '
<br /> r e�' 0 ••© •• •
<br /> , approved by the Water District, Provide valve boles brow :`` o,, QN /. r r�'
<br /> I " " to rade. brought
<br /> .ire' R MIKE a STA.3•sf•12. til,
<br /> I�+' .:� b. U-BRANCH CONNECTION - 1 INLET. 3/4 9 Valves shall have mechanical joint connections . eL "« 0 ; E WIEET S ,
<br /> •s - ;Ulm OUTLET (COPPER SIZE): 10" CENTER TO except as otherwise shown on the hydrant detail.
<br /> I
<br /> • ` CENTER; MUELLER H-15360 -•-
<br /> �l e
<br /> t T r W Q N
<br /> ! I PLAN •� '• 7. WATER METER COUPLING - PROVIDE COUPLING is-
<br /> FITTINGS: Cast iron, cement mortar lined in accord with APWA 72-3.02.
<br /> 4
<br /> 5/8" II 3/1" METER FINISHED TO EACH WATER DISTRICT FOR EACH SERVICE. • •• ti
<br /> (BY WATER DISTRICT) GRADE CONTACT DISTRICT FOR SPECIFICATION. HYDRANT '` W N
<br /> 8. CONCRETE METER BOX -- FOG-T I TE B-10o
<br /> Z v
<br /> •, . •. ASSEMBLIES s MUELLER CENTURION hydrants unless otherwise approved by tae SEE C'OVE'R SHEET POR GENERAL•CONSTRLX7/ON NOTES,
<br /> 4„
<br /> r Nater District. Q� Z
<br /> NOTE: SET BOTTOM OF MIN. Auxiliary •
<br /> El
<br /> METER BOX Al }l valves bogate valves shall be MUELLER and provided with S
<br /> TOP OF INLET i •--.r,_ • - res. Q v c
<br /> OUTLET OF METER •
<br /> © '. ,`-- NorE MErE� ook'ES ss•,r�G/- /VD7 Hydrants shall be break-away type with"5 1/4" main valve 8� - c
<br /> © 4. BF- PcACEv �.v P��,cD .9,eEAs. threads,NST. 1/2 hoseports and one 4 1/2 pumper port. All WATER MA//V EXTENSION �2 �• .. Il��f i t~
<br /> O ST. Paint Yellow. r ISI, 4 -
<br /> LOCATED //V S/4 VER LAKE WATER D/STR/ICT �I )ilf 111111
<br /> ' -� 3
<br /> cg:See detail for other information. u
<br /> IN CONFORMANCE WITH PROJECT RECORDS `ii 0
<br /> w0
<br /> 414-
<br /> ) .
<br /> ELEVATION:(e--Q I,__0.
<br /> PROVIDED 8Y SILVER LAKE WATER DISTRICT yc
<br /> AND/OR MUKELTEO WATER DISTRICT o 10r rs• 50' 25' 100•
<br /> SCALE:I":50' SHEET No.
<br /> WATER SERVICE B METER DETAILSa--- NORTH
<br /> HT'S. OHN M.GIAUD ONE P.E.L.S. - • 9 of !2
<br /> „:r. .5... .._ 11500 Meridian AVe - utmt. . y Drawings
<br /> II 11
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