HomeMy WebLinkAboutWTR2701783.2ens s
SEC. 3 TWN. 23 Ns, R. 5 E.
WATER NOTES
1. All work materials shall be in conformance with the standards and specifications of the CiW of Renton Utility Department and the latest
edition of the WSDOT/APWA Standards and Specifications, as apprcFmd .;y .:......1 .,• •.. •-• ••• • _set of approved plans shall be kept
on site at all times during construction.
' r _ :, ,17 i r _fed t4 "r A`,S -3 ?:3^ = : c^ c d2 unless othet ;sc at or �d in writ ^:q b�
2 The hours of work in ihd street r.g,..ti.-..:. . • -
the Department of Public Worm at 235-265. •Al! str-.ct closures, partial or full, shall be approved by the i3cpart.•ncnt of rubiic irorics
' 24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance.
3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to vilify the true and eorT=
location so as to avoid damage or disturbance. For utility locate call :8-Hour Locators, 1-300-424•5555.
4. All water main ppip�e to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52.
Cement mortar Iining and seal coating shall conform to AWWA Cl(A or latest revision. Pipe mints to be push -on or mechanical mint.
Bedding to be class C- All ductile iron pippee installed South of Sunset Blvd. (Empire Way, S 900) and West of SR 167 (East Valley
Fr zwzy) or in sails of high resistivity shall be polyethyiene wrapped per ANSI/AWWA C1QS-77 Standards.
5. Cast iron and ductile iron fittings shall be cement lined, pros um rated as noted on plans, and in accordance with ANSI/AWWR
C110/A21.10-52. Ccment lining shall be in accordance with ANSI/AWWA C104/A21.4-85. If fittings aIe 3 inches to 12 inches in
diameter and have mechanical Joints, the fittin shall be ill accordance with either ANSI/AWWA 1 0/A21.10-82 or ANSI/AWWA
# < {
C1531A21S3-$4. 3-inch to 12-inch diameter fittings which have mechanical !'mints and/or flanged mints shall be in accordance with
ANNSI/AWWA C110/A21.10-82 or a combination oT A.1NSI/AVr ,VA C110/A21.10.82 and AI�'SI AW A C153/A21S3�34 such that the
portion of the fittin with a mechanical joint(s), ma be in accordance with ANSI/AWWA CL53/A21S3-$d and that portion of the Frtifl
with flanggecd �oir t(s shall 1"ie in accordance with Al'�'S1 AWWA C110[A2110-8? Acceptance testing m accordance with sullen 5353 0
withJ�LN/AWWA CI53/A21S3J14 or With section 1043 of AtiSI/AW-WA C110/A21,10-82 shall be obtained by the contractor and
transmitted to the ourner.
6. Gate valves shall confo.:It to AWWA C500 and shall be iron body, bronzed-rnounfcd, double disc with bronze wedging device and O-ring
stuffing box. Valves shall be dmigned for a minimum water operating pressure of 200 PSI. Gate vals-cs shall be- Clow List 14, Muclier
0.3- N �` ::`.`:,.<.: ,, I CO .. ... Compa.ty N0 A23 0, or M&H. All valves 12' in diameter and larger, shall be installed in a vault See wearer standard detail for 12'
J E<..... R/M=4//.50 Gate Valve Assembly Vault and 1' Bypass Installation.
I:
F.
NV=4o5.93 2 - 4" 900 BENDS ( MJ 1 7. Fire hydrants shall be Corry type (opening with the pressure) conforming to AWWA C-5CV-- w th a 6 inch inlet and a M.V.O. of 5
W/ CONC. BLOCKING - 2-- 2 ` '
,.. � D C.
inches:, .wa _ 2 inch hose nozzles anth nations] standard 7 inch, 60 de es V, threads, O.D. thread 4. and root diameter 4
( SEE T YP, CAL IOU? inch pentagon operating nut opened by turning counter clockwise (left)
I
8. All water main 10 inches and smaller to maintain a minimum cover of 36 inches belaar finish grade. All water main inches and larger
shall be at a minimum of 48 inches !✓'claw finish grade. Where utility conflicts occur, aster males arc to be ic�crcd to clear.
9. All Rater mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning 'PIGS" prior to disinfection. The `Poly Pi
" 4f� ;� shall be Girard Industries Aqua Saab -AS or a proved equal, 2 lb/cu ft density foam with 90A duromver urethane rubber coating on t o
q p
C�UARE AT FACE OF CONC. :_ _�-� °: rear of "PIG' only. `PIGS" shall be cylinder shaped with bLtict nose or square end The City i11 assist the contractor who will perform
CURB RETURN NE. CORNER OF �" Iglc cloning operation.
BLVD. & ANACORTES AVE. NE. i 9a. All water mains and servvices shall be pressure tested to a minimum of PSI or 1S(J PSI eruct operating pressurc, in accordance with the
specifications rerc2f th the City Renton anti the Washington State Health Department_ A]I pressure testing shalt be done in the presence of
Pof
9b. All water mains and servi,:rs shall be disinfected by the injection of a 50 ppm (Minimum concentration) chlorine water solution. Dr:
yp« P pipe
Calcium H hlorite shrill NOT be laced in the t as laid. Chlorine shall be metered/injectcd in accordance with Section "i
E /-� 5 �. N .r• 113(12)E or 7-11.3(12)F of the Standard Specifications referenced in 1 above.
is 1 10. A preronstruction conference is required prior to an constnlction• A minimum of 3 (three) meriting days notice is required for
C . N D.
T scheduling. Prior to scheduling the pr•.con a permit infYormation sheet must be supplied to the Utility Enginecr's Office. Twenty-four
our notice be : i�cd prior to starting new construction.
....<.,...:.::..:.....,..,...:..:..:..:..:..:....,..............,........:........: h wilj reel
t shall the contractor's responsibility to secure all n permits or to s nstrucrion.
f o- ,SEA 5+�4 3 ` F'T. 11. I h Il be r r' respo ibility necessary pc its prior tarting co
/ " W R 1 one until a rvtcc one❑ , meter application..,
' r
- STALL 12 ATE 2 Installation of corporate stops, water services, lints and meters shalt not bed 11 se • agree is a I
fir. o`.. r< E ' e cotlstru.:-tion permits, and payment of fees have been made to the City of Renton.
�, SERVICE & METER
R� r 1 13. Al connection to erst.mg mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap
\ RRCR RENTON STD.
5,:: <r g y •i ; ct�ntractors with prior appra al of from the Department of Public Works All necessary excavation andmaterialsto be supplied by the
6 contractor and on -site or t0 notifcatlOnS-
DE T" l L , l O _ b< e prior City
14. Inspection will be accomplished by a rrecppresentative of the City of Renton. It shall be the contractor's ibilito notify the Utility
4 i Department 24 hours in advance of backfilling all construction. The contractor as welt as the Engineers shall keep as -built drawings.
15. Con.rartor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tic -in.
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16. All joint restraint systems (shackle rods, nuts, halts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus
I' Ohio or equal approved in writing by the Department of Public Works.
'�LJ L d h f h Oil mat ctrectc ma be do cut. All surface
17. Asphalt and concrete street paving shall be saw cut to a nunlmura opt o two i.•lc a.
concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to
an existing expansion joint.
1.8. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a perrrancnt, sealed patch to be glaeed, to City
of Renton policy, within ten days. Call for subgzade inspection prior to placement of final patch. Trenches will not be Left open ove
liti night without prior written approval of the Inspector.
19. For City projects such as telemetry, conduit, the PVC pipe used shall be schedule 40 in : ,Aced areas and schedule 80 under
J d� im ;roved areas. All chemical princess lines shall be schedule $D PVC pipe
3.• ' August 14, 1989
a� Q ak
THE BY-PASS ASSEMBLY SHALL BE
)4 dk• F .. �' INCLUDED AS PART OF THE DETECTOR
I' `" E� '.'':9 ^ (� I �% ��- GRASSED V D / TCH DOUBLE CHECK VALVE ASSEMBLY. ALL
INSTALLED A.(-'?` FART 0/-
~�
PHASE I PLAN 4.
_ 'ill
SEE PHASE I
WATER PLAN
F.D.C. TYPICAL CALLOUT
FIRE' DEPT. CONNECTION) STA 4+ 19 c^9 ° RT. '
SIAMESE 2%2" PUMPER PORT INSTALL S DOUBLE DETECTOR 1'
4" PIPE ANCHORED SECURELY CHECK VALVE ASS Y.
PER RENTON STD.
CONNECT 4" F.D.C. PIPE TO fl ` D. I•
4' ° SPR/ NKLER SUPPLY PIPE DETAIL 6.25
.I „ TA 4+08 = C OF WATER EASEMENT
BEYOND 4 DOUBLE CI-r!'E'CK VALVES
STA 4+ 10 2 ' RT, INSTALL I Y2" LANDSCAPE
IRRIGATION METER & DC V4
DOWNSTREAM OF METER
*,
'
rn
STA 4+07 2 ' RT
-
INSTALL 1/2" WATER
SERVICE & METER
: 8 m .35 ,:rrra
PER RENTON STD.
-r
Y DETAIL G. I O
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OfCSR.yM..waY2:5:.:,::.�:3:rH.>'+F• Jam•::...
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12" WATER MAIN INSTALLED-- -
`w:.'..
AS PART OF PHASE
...: �`... :n�?? Garr,. ..,..n,....:,:fi:: W :H
3 �r � r � >h•
-G„ D. I. �' €
k I y 9
I! S li
+, 'I
- DEAD AN BLOC !`
12 x 12" x S" TEE' MJ l
-f 6' GA E VALVE (Mil-)
, -
I :
- W/ CONC. BLOCKING I .
r
g '' n • y
15" W,4T R \ i
�EASEME V T
n REC. NO. 2 4 9 0 BENDS I Mil)
3 0 8 t 91 W CONC. BLOCKING
t
t.
F. D. C.�.
a ( SEE TYP. CALLOUT)
' co R
' RIM=408.00 {`
y INV=402.83 r
f
i •� a I it
T +
S A .i �� T �� R 6
S I '! i
INSTALL I %2" WATER f
SERVICE & METER j
PER RENTON STD.
DETAIL
-T T
AnlK
CB # 8 5 4 " TYPE 11
CONTROL STRUCTURE
BlO-FILT,RAT/ON SW.4LE
ROCK CHECK DAMS
( T YP. )
1-1 /2u& 2N WATER SERVICE DETAIL.
Ci TY OF RENTON STD. DE T IL 6.10 -IN UNIMPRovED RIGHT -OF -FLAY i
INSTALL K£:ER BOX AT a�
'PROPERTY LINE F�
CAUTION valve box should not rest on pipe . �
Later compaction in area of valve box could
cause the breakage of the service. w! I 1
li
Ff 7.
,zLL-_ 4
- - = .y�
4' Zb 20` MAINSr LEAVE EXPOSED
A REQUIRE 3' KIN. COC"ER P Z _12"_ MIN•
�' z
z I
12' AND LARGER MAINS-
' REQUIRE 4' MIN. COVE �Y^ } ^
9r is i � f
ti
CRUSHED POCK Lka
1 TO SUPPORT VAULT
2 - 90o BRASS OR BRO),7E MATE IAL LIST FOR 14' SrVVlCl!
ELLS Cr-Tn x Fn )
2 - BRASS OR BRONZE
NIPPLES (.^) 1. 2' tapped toe.
3 - BIL ASS OR BRONZE ND'PLES 2. 6- long x 2^ brzse nip* (MIPT)
NiP. LFS (1-Irv^)
3. :" (IBBBM) JOWA pte valve (full opining for tap'Iping) or aqua!
4. Two piece, cast iron valve box, Rich Valve Company cr equal. Standard Y top section
with regular bast aoctior., length to fit.
r 5. 2' x IS* schedule iA PVC hex bushing (MIP: x rIPT). To be used as an insulator between
dissimilar metals and to insulate the wetez service from possible main -line cathodic
j protection.
b. 14` kIPT x compression fittirsg, toed C84-61 or equal.
7. 1%, type 'x- soft capper tubing, length to fit.
A. l4' packed joint ell, For: L44-46 or equal. --
9. Customsetter with by-pass, Ford VFV46-121 z 13` or *quid, vitb vertical inlet and
outlet- (verify current City of Renton setwr dimensions prior to orderinq eustomsett.ir.
1C. Temporary 14' blow -off stack, per detail.
A_ 11. water attar shall be supplied by the City of Renton and installed upon removal of the
-!le e13" p' temporary blow -off asaewtly and acceptance of (Purity and pressure tests.
•� 17.112" 12. 171 x 28' concrete motor box with 3/8' steel diamond -piste cover, Fog-ti" Meter seal
Co. no. 2T motor box or equal.
13. 14` coupling (compression x rIF•:) with plug (M:IPT). Ford C-14-64 or egv:al. The pro -
party owner is responsible for any necessary adaptation and extension of the water
service.
14. l4' meter flange (rL x rIBTi! , Ford bF or equal, frith gaskets;
r 4r 15. 31 long x IS' galvanised iron nipple- (KIPT , d5A. Ruwed gu}vusiaod nipple
16, t) /2^ Tee (sestwr x sere-)
�- A- -..} 17. 21' long x l4i` galvanized iron nipple (KIPT)-
TEMPORARY BLOW -OFF it. IS- galvanized iron cap (FIM).
STAGDETAIL itATLRIA� LIST rot 2'suvlCf
I. 2' tapped too.
2. 6•' tong z 2- base nipple (1(.IF-r)
(� 3. 2" OBBA) IOWA Ott valet (futi opeaaat toe tapying)
4. Two piece cast iron valve box, Rich, Valve Ccespany or equal. Standard 8' top section
with regular base section, length to fit.
I 5. 2` schedule 80 rVC nipple (RIFT x MIPT). To be used as an insulator between dissimilar
metals and to insulate the water service from ponnibla main -lira cathodic protection.
tF. 2' rIPT x compression fitting, Ford C14-77 or equal.
r7. 2- type -R- soft copper tubing, length to fit -
I. 2' packed joint ell, Ford L44-77 or equal_
IRON OR !, Ccstomsstter with by-pass, Ford V1,777-12R x 17` or egsal, with wertical inlet and
CAST
CAST m LE IRON outlet. (Verify current City Of Renton metar diensitmts prior to ordering customsettez) ,
DLKM
WATERMAI'ti l--FOR SERVICES FROM EXISTING 10. Temporary 2- blow -off stack, par detail.
^ 11eter mains shalt be supplied try the City of R,entac argil installed span ramava2 of
1rrATEP,4AI�i§ IN57ALL 2FORD . tethe
F:On STYLE SADDLE 2- temporary blow -off assembly and acceptance of purity and pressure toots.
I2, 17' x 22, concrete motor box with 3/8' steel diamon! plate cover, Fog-tito motor Seal
Co, Its. 2T meter box or oqu:l.
ll. 2- coupling (eoe.Pression x rIPTI with plug (NIFT) Ford C-14-77 or equal. The property
ALTERNATE
R TE PaONNC'� ION DETAIL owner is responsible for any necessary adaptation and axtonsioe of the water service.
L i eit�`t4 t �OR YsEVSTtN� I VAI�NSG DETAIL 14. 2` motor flange (rL a rIPT) , lord 7r or equal. (with pskeu
EXISTING i 15. 3' long x 2' galvanized iron nipple ((SIFT). 15A. Ph4g2rdphznizednip*
16< 2- Tic (zcre. x scrr-w)
1'. :S, long x 7- galvar,lzod iron nipple (NIPT)-
16. galvanized iron cap (FIFT).
PIPING TO BE BRASS OR BRONZE.
-0"
`: _ •;'
IKSTALL EPDXY
!!0!( SH6R( T
`• t2' -
i
-
to...8 QF. 6" DUCTILE IR CLASS
53
••
t�t�
1
/ _RINKE- x P.E. PIPE, CENEI(7.LINEL.
r• .
1'
j :'
, IC"Tk TO FIT
M
DEADKAN BLOCK REQUIRED,
! +jam o
~
(
.•
�
I
-
�
I�
, i.
10`, 8'. OR 6` 16ATE
8" OR 6" FLANGED COUPLING ALAPTER
VALVE WITE INDICATOR
EQUAL TO ROU-UTLL IItTERMATi91AL 912
SST INDICATOR POST
'T;; <'+. ..• :�: :,;
77
VALVE SAME SIZE AS
DOUBLE CHECK VALVE
CONCRETE BtOCKINPa
ALL DETECTOR DOUBLE CHECK
BLE CHECK
VALVE ASSEMBLY
(MUELLER CO. OR EQUAL).
VALVE ASSEMBLIES SHALL
INCLUOLS TWO RESILIENT SEATED
OR 6" FL. x P.E. CUCTPLE
INCLUDEHi1
RESILIENT SEATED
STOFf VALVES.
IRON RON CLALA
CLASS 52 CEttENT LINED PIPE
SKFTOFF VALVES AND TEST
WITH COLLAA 1E" Fk3r.. P.E,
COCKS, AND BE APPROVED
SUPPLIED @Y PACIFIC RATER
R WORKS
CROSS-CONNECTION CONTROL
CC. IN-
ASSEMBLIES
ASSEMBLIES PER O.S_H.S.
to" -
10"SUP3'-B°'
APPROVED LSIT.
&' - 3'-6" L('+(C
P L N
6" - 4'-a' LONG
I 1-_N5LME. R-C-No. 9308191869
,p
11 PRECAST COMCR£TE VAULT V1TH 7 OR WAT :K METE K 5
2 - 3'x3' HINGED STEEL PLATE COVER.
DIMENSION 5'-D"x9'-0"x7'-2" EQUAL
�•+ TO RENTON CONCRETE PRODUCTS, INC.36' to 48'
J j
t *wow
« s, r
^f •vim{i •i•, �_-••a \ --.�� 1 � �' a
•'.:: r INSTALL EPDXY
MOS 11" FOR ttY' PIPE ° li"- SHRINK GR(iU 4
IV' FOR 8" PIPE °• i a. - �I Q+
« 23" FOR 6" PIPE .:: fc ,c;,��/ f'J/9/�
6' MIN. DRAIN
,!� • COWACTLD FOLNUATIOM GRAVEL. ;�� t` �: TO DAYLIGHT OR
�: •' •��.. • �•e' STORM DRAIN SYSTEM.
CONCRETE StOPORT PADS
NOTE: IA
INSTALL GALVANISED
ELEVATION t�D£P. FOR ACCESS.
40101 yYgT iC UT/L /T i
low, e a s DETECTOR DOUBLE CHECKVALVE ASSEMBLY,: N. r % f. 16, 1993
j 2 "0 CM G l T Y OF RENTON STD. DETAIL. 6.25 � �`.' •r• i
P Jr G 3
V o �� CITY O{= RENTON
d
-CB # 9 5 4" --- TYPE l I h
DEPARTMENT OF PUQUC WORKS
WATER SYSTEM INSTALLED AS PART OF �' �• " .'rE�°. �4 SUNSET PARK APT `S
PHASE 1 DE VELOPEMEN T
PHASE I I
WATER PLAN'
u15G� ✓" /C UrY OF-� �Q ��' OMGNlED: M. T. DAM. ati+MrlARY, 1# 91 FXE NM 64 7-col-901
C��D: AI T
SHEET C 6 OF. 8
SCALE f �20' +rlt� soot: rr�sE'<
�p�p APPRCriIED:
NO. � EY APPR. DATE GIRECTOR nF PUBLIC WORKS