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EXISTING 30' EASEMENT
FOR WATER MAIN
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• ,4" AbAPTER, rL.x SCREWED
PRECAST UWICRI T! VAULT W1711 ]
HI N6(D STCL1. 1'LA1L COVERS. 4"x4"x6" DULL HEAD TEL, FL. ONE LACII SIDE
DI M(NS IONS S'Il"e1l'-7"x7'-2" EQUAL TO
• NLNION CONCREIC PRODUCTS, INC. 4".21" FIRE DEPARTMENT noun 11
•-`CONNECTION FOR STAND PI PC W1711
• THE BY-PASS nSSEMOF HE DE BE -}- - _
• I �-( BREAKABLE CAST IRON HOSE CAP'•.
•DETECTOR .�. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
•INCLUDED nS i� ARF� IEC ..�....�..: ....ww..:ge6.iACJM..t1 -� -
FIG, 1682 WITH HOSE CAPS FIG. I}J}
PIPE, FL. K FL.
CONCRETE BLOCKING '-0" LONG j•_n•• h" SWING TYPO GRAVITY OPLRATE,,yytt
1 /CHICK VAL VC, FI. I-OIIAL TO
MUELLER CO. A-2600-6
/J,_OIPL6„(L. xFL. GENERAL NOTES
d - 17; FOR
18 Ass[MNLY 1. All work materials Shell be in bonformance with the standards and specifications of the 8. All water main 10 inches and smaller to Rai
[HOLY.
CY, ASSLMPLY
. I i11�I5 90' ISEND FL.
_•', - - - stain a minimum cover of 36 inches below
• I IB;^ FOR 6" ASSLMOLY - T City of Fenton Utility Department and the latest edition of the WSDOT/APWA Standards and finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches I
,D[nufNN SOCK R 1RCD.Specifications. pp A set of approved plans shall be kept on site at all times during below finish grade. where utility conflicts occur, rater mains are to be lowered to
construction. clear. I ;
t 6" 90° BEND, FL.
,A" ASSEMBLY 1
9. All water wins
- �- - -- - IN
EPOKY� :6 2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on shell be pressure tested and disinfected in accordance with the I
• I I " 8"x8'x6" TEE, FL. Y PP writing Y P• y Washington Department. All, 1 • NON SHRINK GROUT. _ •�; Weekdays unless otherwise approved in writs b the Department of Public Works at 235- specs fiGtlons of the Cit of Renton and the Washi ton State Health 1
• Ni ; :. 2635. All street closures, partial or full, shall be roved b the Department of Pressure testa shall be done in the presence of aepesentative of the City of Renton.
representative
• ;,. 1J7 - - T Public Works 24 hours In advance. The Police Department, Fire Department, and 911 shall I 1
• _ li o -I- - - - - - - --- - `' •• be notified 24 hours in advance. 10. A preconstructlon conference is required prior toany construction. A minimum of 3
• } _ JI_ O _ 3 (three) working days notice Is required for scheduling. Prior to scheduling the pre00n a
A. _ A. All locations of existing utilities shown are approximate and it shall be the permit information chest mueL be supplied to the UtIIIty SMer's Office. Twenty-four
,� F
• ? I ; . contractor's responsibility to verify the true and correct location so as to avoid damage hour notice will be required prior to starting new construction.
_ �1. �'•. • ' or disturbance. For utility locate call 48-Flour Locators, 1-800-424-5555.
• ,. CONCRETE ISuPeORTSA05 _. -I - - _ _ 1 - _ _ _ - J H i., ,'•, 11. It shall be the contractor's responsibility to secure all necessary permits prior to f
UNDER EN(cK vAly[ 4. All water main pipe to be cement lined ductile iron pipe conforming to AWWA C110 mad starting construction. '
I
T C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall I 1
• _ - conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. 12. Installation of corporate stops, water services, lines and meters shall not be doro until
8I i
• " GATE VALVE, : 1
• B'• ALL O[T[c1oR•DOUDL['pIECK FLxMJ, WITH INDICATOR POST. Bedding to be class C. All ductile iron pipe installed South of Sunset Blvd. (Empire all service agreements, meter applications, Construction permits, and payment of fees '
• FL. 9" FROM
DOABLE CHECK VALVE ASSEMBLY INDICATOR POST VALVE SAKE Way, SR 900) .and West of SR 167 (East Valley Freeway) or in soils of high resistivity have been made to the City of Renton,
33 PIPE WITH COLLAR IB" FROM VALVE ASSEMBLIES SHALL I 1
SIII. n5 DOABLE CHECK VALVE
p,(, IN
RESILIENT SEATED INCLUDES TWO RESILIENT SEATED Shall be polyethylene wrapped per ANSI/AWWA C105-77 Standards. 1
• I _ SHUTOFF VALVES nN0 TEST SIWTOFF VALVES, (MICLLER CO gR COUAL). 13. All connection t0 existingmains to be accomplished b the City Of Renton, ex
CONCRETE BLOCKING SIZING MtOCE CAREiA D P r r from oat
cocKs An F
• 1^ J'-6" Lowe D R. APPROVED r.Om'u nG nunr:TER C01 L r0 5. Cast iron and ductile iron fittings shall be cement lined, pressure rated as rated on taps which may be made D a '
• • - CROSS -CONNECTION CONTROL � D •P Y y approved wet tap contractors with prior approval of from the t
• ROCKWELL IpTflltxnTl0 L 912. plans, and in accordance with ANSI/AWWA C110/A21.10-82. Cement lining shall be in Department of Public Works. All necessary excavation and materials to be lied D the '
' I ♦ r0 Eay ASSE14OLIES FIRE. S.H.S. supplied Y I 1
a APPROVED LIST, aecoraance with ANSI/AWWA C104/A21.4-85. If fittings are 3 inches to 12 inches in contractor and be on -site prior to City notifications. _ 1
• Tha .wore' •r ...t..'. pace •w a won« Ila•la�.t•I •. t«.. • B' DUCTILL IRON diameter and have mechanical joints, the fittings shall be in accordance with either I ;
�•0 a6.I ewe•• a•a.^e. r twee el f.w •'w .1 hoe •.' I 7 rtf.•w a1 . : 1
• alel w• V.c•re to •..• toe ;•'^t .t-Ces..61. 1. • 1^ r.a.,. 1 _ - CLASS 52 NIPPLE PIPE, CEMENT : ANSI/AWWA C110/A21.10-82 Or ANSI/AWWA C153/A21.53-84. 3-inch t0 12-inch diameter 14. Inspection rill be accomplished by a representative of the City of Renton. It shall be _ t
PLAN - LINED, LENGTH TO F11. fittings which have mechanical joints and/or flanged joints shall be in accordance with the contractor's responsibility to notify the Utility Department 24 hours in advance of I I M 1
• Ttw pf« Iwo yW,f fN1 of emec'ete weI al be., Iw11 lM .. t - V r
• '^ ANSI/AWWA C110/A21.10.82 or a combination of ANSI/AWWA C110/A21.10.82 and ANSI/AWWA backfilling all construction, The contractor as well as the Engineers shall keep as- I t • I •f Ilw Ir6wCw it lae^1 .T • •••'^• fw. Iw1N 1 Iwo a...• flow', '•
Tr 1• I A tha .•f..a•r, wa Imam •l t%. ••1 w fllr•. w Ir I• 7 - : 1
NOTE: C153/A21.53-84 such that the portion of the fitting with a mechanical joint(s), may be in built drawings.
s «P ac 4 accordance with ANSI/AWWA C153/A21.53-84 and that portion of the fitting with flanged l
• •�•_• \ LOCATE VAULT PLANTING AREA HOT IN joint(s) shall be in accordance with ANSI/AWWA C110/A21.10-82. Acceptance testing in 15. Contractor to provide plugs and t
• I Tha . t wa plow••,,,• . /.. ha. e�•u1 •, a....e.., tor,,., awl j• ►AVIRGS u9 temporary blow -off assemblies for testing and purity I I t 1
•
• !21 MEND accordance with section 53-5.3 of ANSI/AWWA C153/A21.53-84 or with section 10-4.3 of acceptance prior to final tie-in, 1
• I 1•e,rl N tha M..61 plat. rat be «rI t. •, le Swop^ 1/2 IF
A 1. 4" AND AAGERI, ENDS AND TEES TO BE CAST IRON - I 1
• er •Patty Iffy Iwo. ••a.wa e.ffpa• I• to- Sloe• be ANSI/AWWA C110/A21.10-82 shall be obtained by the contractor and transmitted to the 1
• '� CCMENT.LINCD. - _ owner_ 16. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by j
IS
I ). Aa t.fowt alma• "011w• pee• Is aeefM l�le lT fee 1.r e _ - I
a. Tea aawe fat• alw►•wa mall V w a.' •Neer "04 t•« 1"t-1 l6 ' )- the Star Manufacturing Company of Columbus Ohio or equal approved in writing by the 1
�C • • j, TE WOURYSUPRT SHALL BE PROVIDEDUNDERTIIE TINE OF INSTALLATION 6.Date valves Shall Conform to AWWA C500 and shall be iron body, bronzed -mounted, double Department of Public Works. i/u���}•t fTO CCNIPE IN VAULT OPENING. 36" Lo 4Z" discwith bronze wedging device and 0-ring stuffing box. Valves shall be designed for a 4
w feet T - 'AFTERINSTALLATION REMOVE minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller 17. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil I
�• I • • Toloot •'wort•, •t •'.w t - THE TEMPORARY SUPPORT AND INSTALL r.12'
!,a.wt Iwo P.r.a. .t lwe F,If•oa nrI. 1) _Company NO. A2380, or MBN. All valves12" indiameter and larger, shall be installed in ma[ streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters,CONCRCTC SUPPORT PAD. �•q laN PMafl7ie r' I!r11 21 a vault. See water standard detail for 12" Gate Valve Assembly Vault and 1" Bypass and driveway approaches shall be sawcut to a minimum depth of two inches or removed to anPoet
1. t" AND LARGER PIPE TO OE MICTILE IRON Installation, existing expansion joint.w•ot. of 1,Mw• •^ feel # CEMENT LINED CLASS 52 PIPE LO(IAL TOTHOSE SUPPLIED BY PACIFIC WATER WORKS
•SUPPLY COMPANY INC. 7. Fire hydrants shall be Corey type (opening with the pressure) conforming t0 AWWA C-504-80 18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with•1 two• To,veI I.... I. Feel \ 6" PIPE FL x SCREW fpc, r..t \ J with a 6 inch inlet and a M.v.O. of 5 arches, two 2 1/2 inch hose rozzles with national a permarcnt, sealed patch to be placed, to City of Renton policy, within ten days. Call
•t - rap'. of Iwo• ,cw.,••tIt Tw•.0 11•` t• so.• , Se, 4S• ME I "" standard 7 inch, 60 de rees V. threads, O.D. thread 4.875 and root diameter 4-6263, 1- for s rade ins ction . r.-- L.^ '^ . twee To, w' •1• • •. foe' i 3'-2' 9 uDq inspection prior to placement of final patch. Trenches will not De left I 1
1/411 penta bC Y ratl nut opened b turning counter clockwise (left) open over night without prior written approval of the InsPe ctor t
• react swr♦u t 9O1n n9 I r �
TEE 19. For city projects such as telemetry conduit, the PVC 1 a
a I 7;" FOR 6" SSCNOLY tell •
_ j y pipe used shell be schedule 40 in ;
•. t •� � unimproved areas and schedule 80 under improved areas. All chemical process lines shall I ; 1 1 1
. - •. ■. ,
be schedule BO PVC pipe.
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1 THOUS f5LOCKI NG DETAIL
GENERAL NOTE S =.
I. CONTRACTOR TO VERIFY EXISTING UTILITIES AND STRUCTURES
NOTIFY ENGINEER OF ANY DISCREPANCI E5 .
2• ALL CON5TRUCTION TO CONFORM TO CITY OF KENTON 5TANPAKDS
AND MOST CURRENT A.PW.A. SPECIFICATIONS.
36 CONTRACTOR TO REPAIR OR REPLACE ASPHALT PAVING AS NECE55A,RY
WHEN INSTALLING WATERLINE CONNECTIONS.
6" MIN. DRAIN TO - -•-Lei II710 LADDER FORACCEI
DAYLIGHT OR STORM
DRAIN SYSTEM, END VIEW -
fr DETECTOR DOUBLE CHECK VALVE ASSEMBLY
611 STANDPIPE WITH FOUR 2-1/211 NOZZLE
CROSS CONNECTION - BACKFLL')W PROTECTION ASSEMBLY
F DC , FIRE DETECTOR CHECK VALVE er METER ASSEM5LY
NTS
EXISTING 151 EASEMENT
FOR WATER MAIN -
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DATE
EJ
OCTOBER I I iU d7
= VAULT 70 bE LOCATED IN I =
COORDINATION WITH ARCH. DRWGS_ I ; DAWN BY:
p = = FOK KISER LOCATION. I Ca. KUER
IV211 WATER METER �; aa �7� I ; CHWKED BY:
7 (SEE CITY OF RENTON \ N: VD f f �1M•L-
WATER. STD. DETAIL " 1'/z'I _ MAINTAIN FIRE HYDRANT MIN. 3.5 FROM CLIF5 ; Al 1�►Ili•
2-II WATER SERVICE : 31' I NO CHANGES
DETAIL"' REVISED NOV. 196& .. . ;
FOR METER REQUIREMENT) - « EASEMENT TO I I
• Io-�-e7 Ca. L. K.
CITY OF KE NTON ( NO CHANGES
Z'I (BRIG. METER f I 12' MAX. D15TANCE FROM CURB I 10-16-97 G.L.K.
PER EQ LI1 E
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to u
CHANGE 00L67 a I
' 8'I D.I. • REV. PER ITY RNI W
....... •e...... •...... as* ........ a..........a...........................ww...a........................................... .a.................... .........a.11.." r.�. .e�. ........-.........................................!....... ..-----.................................................................. ..... 5
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7N7 ALL OUGHTS OEaE11VED
MAIN PORT TO P.�E DIRECTED O ; 1 w►cICENZW�w,o � AaaocWATEs. P s
+ mesas
4 TOWARDS ACCE55 ® - -
• - - - - - - - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - • TNaAa OAAWINO• •Aa THIS
APPROXIMATE LOCATION OF STA 4 +47 INSTALL 6"WET TAP P11o►a11TT OF YACKtNao «♦
• 1Ntt11s«a INCONFOAATt0 �
a •
T T A
AR NO O Ma t
N a
8 AMC ATE VALVE
L� E E AND 8 G A
POW R T RAN 5 FORM R 0 _ ...
rT
..: .:... :,:. .. . ,. :....,..�:. .. ..vo..,... :.......... .........« w«..
:_ • WITH THE WRITTEN Pa11>.el►
NOTE QCITY REVISION ; •lo« o► MIAJ PRIORI TO VAULT INSTALLATION IZ-2-(3% G.L•K-?RAZ�QD:
SITE WATER SYSTEM PLAN CONTRACTOR T>jiIEET
TO VERIFY EX15Ilo87jG
WATER LINE LOCATION SO �GWASSE a
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THAT VAULT POSITION MAY $�. •�j••••e;,4/,f ®�GQRO Pi"..". r5-11-`e
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0 10 40 50 SCALE: IsI 20' 13E DEDETERMINED,GNP o, •!�'��� �,.�
;fee f! �:
20 30 100 Record drawings prepared in accordance with
information supplied by the Contractor and
his Surveyor. Civil Engineering certification �it`.•.ECtERE�.�'�1w
is based on information provi ded by the Contractor F'rS/�NAt•�NG\
and the Surveyor.
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Of 7
387511
saw fi1