HomeMy WebLinkAboutWTR2703207.1WATER UTILITY - GENERAL NOTES WATER MAIN
IF ADD[TIONAL ADJUSTMENT IS
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND REQUIRED, INSTALL 2-2' CLOSE GOOD HOMES
NIPPLE AND 2-2' 90' BEND, SCREWED
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST AT THIS POINT, CL
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY FIELD LnCATE UNION z
CONCRETE METER BOX
THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL r v - v AVE O
2' CLOSE NIPPLE - - - I I I PRE JI't J4,1 1 I PROD I PROP 395.0
TIMES DURING CONSTRUCTION. �- - 2' CLOSE NIPPLE 395.0-- i ' ; "' Gf�AIJf
l�_ LINE ; LINE EXST
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM 2' 900 ELBOW--- . 2' 900 ELBOW 12'
3900
_ 2' GALVANIZED PIPE AS REQUIRED 390.0-- -- I _ - -- d
EXIS I Ih1._._ I WTR
TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
i s S
TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, CONCRETE BLOCKING
_ I .. _...._ _ ....._. _ 385.0 _
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS IN PLAN 385 0 ; I _ __ �► i i
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE TWO PIECE CAST IRON VALVE
NOTIFIED 24 HOURS IN ADVANCE. EQUAL TO OLYMPIC FOUNDRY CO, - GRtJUND LINE CONCRE LE SIDEWALK '3 0.0 ! i -_ ! NEW 4" 380.0
STANDARD 8' TOP SECTI❑N, WITH I I WTR tT1
REGULAR BASE SECTION LENGTH INAx, I I I I
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL- BE TO FIT. I
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT t 375.0 375.0
Yftft
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE MALL. 2-112" NST (HOSE) I uws / 1 NEW 8„ O
STA 0 + 35 00' �-NM�+H x
/ � , � STA 0 - 15 00, �.00" N Z
48 HOURS LOCATORS, 1-800-424-5555. 2' GATE VALVE, SCREWED 6" TEE (MJ X FL) WTR NEW WET TAP
4 BLOW -OFF HYDRANT EQUAL TO
2° GALVANIZED 478 KUPFERLE FOUNDRY CO. 6" GATE VALVE EXST 12" x T TAPPING TEE (M.1 X FL)
(FL X MJ) 24" SD 8" GATE VALVE (FLR-3 X MJ) 4 3
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO PIPE 12' LONG FIRE HYDRANT Ati5FMF91 v EXST SEE DETAIL WTR-3 FOUND MON. IN CASE, 4"x4'
AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT 2°x2'x2' TEE 36' � c,oNc;F2ETE W/1 3/4" PUNCHED
r� 2' CLOSE NIPPLE BEWTEEN '= I
n 8" X 4"' REDUCER (M I x pq_tl XST 8°' c� i BRASS DISK AT INTERSECTION OF
MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST - - - - - - _- - TEE AND 90 ELBOW. 4" GATE VALVE (M J x M 11 SS 1IV f Fe N j UNION AVE NE AN& NE 21s` ST '
REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE 2° CLOSE NIPPLE
BETWEEN CAP OR PLUG
2' 90 ELBOW
E
CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE AND 2' 900 ELBOW _
INSTALL 4 MIL POLYETHYLENE 2' GALVANIZED PIPE 9
WAY, SR 900) AND WEST OF SR 167 ( EAST VALLEY FREEWAY) OR IN SOILS OF HIGH oa'-go �� oi, 18' LONG
PLASTIC COVER OVER WASHED
RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 GRAVEL. CUT HOLE FOR PIPE °:� �° o�aa WATER ER PRU ILE Q
STANDARDS. ter NAX. 0�0o,o6 e0000 2'P F �+'DR I_ia' �� �iOUTI�
ooa .. *-�
0 o TA. F❑R DRAIN , I-a-r� - CITY OF RENTON CONT_R_OL N_O. 716
10 CU. FT. WASHED GRAVEL PASSING `--M} p 0 o 4-c o.n_0 SEE DETAIL WTR 4 ON SHEET 1 ! FOUND MON. IN CASE, 4"x4"
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE FOR D AND RETAINED ON 1i4' MESH As : � : � ;�u � �0 ��I 1 !OR(I7� L 3.001S - -CONCRETE Wl1"PUNCHED BRASS
FOR DRAIN I �.
STA C? + �5.00' h89�1'd 5` X DISK A-r INTERSECTION OF UNION ,
MATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C11 OIA21.10-82. DETAIL WTR `.'("AI I . ; r 6" TEE (MJ X FL) AVE NE AN& NE 19`" ST, 0.19' EAST
�1 10 (-�� ER �. 6" GATE VALVE I i i OF SECTION LINE �
CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A.21.4-85. 1: _ OUT -
�a�`^ '-LXMJ ' � m
I_1�2MANEN i 2 BLOW CI- , o�.���L�MBi_`Y' ) ;
�� I I
FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAvi= MECHANICAL JOINTS, NO SCAI-F. FIRE HYDRANT ASSEMBLY I i
THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 93' X 4" REDUCER (MJ X MJ) I i
4" GATE VALVE (MJ X MJ)
uR ANSI/AWWA C153/A21,53-84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH � �7
HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE
v m m c
v m m <
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WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 27' ACCESS i ; m o z m m
AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF TIME FITTING WITH A i NEW 3/" EASEMENT
MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 _ WTRSVC (20' PAVED) `- `-
DETAIL WTR-1 I _ _
AND THE PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ` f� 3� NEW 8" WTR MAIN
I
ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING WITH k �0, i 50 LF 8" DI m m
m m
_.. _ ,�iE3t tt 09' 30" E 259.20' I 1 W U)
SECTION 53.53 OF ANSI/AWWA C1531A21.53-84 OR WITH SECTION 10-4.3 OF 1
ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND `� - -- - b I a,. SS 0- 5
- STA G - 15 00• fiF''N
TRANSMITTED TO THE OWNER.
1 l ►.I 1►J S .p. p t -
cn
NE t 4" WTR MAIN "'NEW WET TAP
I 7 00 1 + 00' NEW
F 4 DI too i 12" x 8" TAPPING TEE (MJ X FL) I
t
ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 4" CAP (MJ) W/ 2" TAP __ __. __ ___ _ ' 8" GATE VALVE (FL X MJ) z T> I m
m
6A. A _ . _ .
2" PERMANENT BLOW S
200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE + - _� - EE DETAILWTR-3 D z, o --I
O n O
OFF ASSEMBLY i I' o z z
-- I -- ,r�l o-�c z
N I NEW 8" SD Cl��/-6"`�• "oF "'
SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH I `�' AmN
�;
_. - - - - - _
PRESSURE TESTING SHALL 8E DONE IN THE PRESENCE OF A --" ' - L _ z r- _ t N EXST s" p
DEPARTMENT. ALL PRESS - - - - ' o Z D
ap , = rn
i
44 el i i i HYDRANT
REPRESENTATIVE OF THE CITY OF RENTON. /-
6B. ALL WATER MAINS AND SERVICES SHALL F3E DISI�dFECTED BY THE INJECTION OF A 50 N `gin . NEW 9/." ±.
NEW '/,
�_ '
I i o
WTRSVC c�fl' m
p MINIMUM CONCENTRATION CHLORINE/WATER SOLUTION. DRY CALCIUM 1 I - WTF g�./L , 3 FxsT CB I A
N
1 YPE 2) i D y P. M ( )
DETAIL WTR-1 ( , 1
\ DETAIL WTR-1 I NEW /� NEW ''" I f
HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE Lll WTRSVC WTR`;VC �t OT 1 ' Y
METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3 (12)E OR 7-11.3 (12) F OF DETAIL WTR-1 DETAIL WTI 1
�I Z'
\�, o <
THE STANDARDS SPECIFICATIONS REFERENCED IN 1 ABOVE. 00 i I
I
7. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A � I � 390 I � -
MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. l I I
PRIOR TO SCHEDULING THE PRECON A PERMIT SHEET MUST BE SUPPLIED TO THE - ---1 w
LOT 4 (LOT 3� _ .._ LpT ]2
UTILITY ENGINEER'S OFFICE. TWENTY FOUR HOURS NOTICE WILL BE REQUIRED I
PRIOR TO STARTING NEW CONSTRUCTION. \
I I ,
EXST WTR METER I
�=' 1 \ USE FOR LOT 2
cn r '
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY �� SVC (OR REPLACE �
i
\ -�
PERMITS PRIOR TO STARTING CONSTRUCTION. I
� � Wl i-H NEW METER) '
I ,
9. iNS T ALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL xj
,
N E DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, `, \ I'Jfif3 1 32" W 120.00 I i RECOMMENDED h� Jk
NOT B
FOR APPROVAL
CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
a
e
RENTOhu. BY � 1--7,�oL&.. DATEtjA
9 o Q
10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF � � � \� « �
\ a,
RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP 1 l
i x BY DATE
CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL \ !
PROJECT
NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR ^- `' zn !
j ; B 614(/ �j s,e DATE � 6k-1511,eo4
AND BE ON
PRIOR TO CITY NOTIFICATIONS. '� - ! I
I I
1
11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY 01
' I BY DATE
RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OPINION, ^
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE 8" CAI' "WITh TEMP 12" X 8"' ~ ~ ~ i I ! U,
„ ...,, � B Y DATE O
CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS, 2 BLOW OFF � � TAPPING TEE (113xfl) �"``�•,
CONCRETE `
i2. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR NEW $°' WTR MAlry �
i BLOCKING _\�\ =ol
TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN., CITY (5 RE IN CONTROL N0. 894
Cy ` FOUND TE 11 CASE, NCH m
13. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS T� I CONCRETE W/1 1 T PUNCHED
- ' ' i I ERA.SS DISK AT INTERSECTION OF
1$
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OI#10 (?? ' UNION AVE NE & NE SUNSET BLVD, //��
l // Cn
THE WATER UTILITY SECTION,. POLYPIG"-1 i 'I 0.03' EAST OF SECTION LINE
_ C rn
EQUAL APPROVED IN WRITING BY
NOTE: MAINTAIN MIN 3F" COVER FOR ALL WATER MAINS � ! �� � � .� 0
8" TAPPING
':4. i-6PHALT AND CONCRETE STREET PAVING SHALL BE SAWCIJT TO A MINIMUM DEPTH
VALVE EXST 12" ! i i i Cn
OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, WTR MAIN �I '
„ ! I �' I � i FOUND MON. IN CASE, 4"x4" ,
PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAYS APPROACHES SHALL INSTALL 8 % i i CONCRETE AT NT" PUNCHED T. °� .� O
BRASS DISK AT INTERSECTION OF
`�' J
J SOLID SLEEVE, G� i UNION AVE NE & NE 12"' STREET
BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING 12 __ 8,r NIPPLES ,ExsT 12"
EXPANSION JOINT. WATER SUPPLY PLAN __� ` �-_ .• 4 3 I i �f h',�
SIZE 1 f) FIT WFR MAIN I D
PATCH SHALL BE PLACED ON THE DAY OF INITIAL' 1:.. Y� 9 10 \ ✓'
15. A TEMPORARY COLD MIX ASPHALT P SCALE: 1 - 23' r
EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF
I
RENTON POLICY WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO NEW 8" WTR 11 AiN
- 1T
PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER NIGI
WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. -
'
PVC PIPE SHALL BE
16. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE DETAIL WTR-3
SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. WATER MAIN CONNECTION DETAIL_
�. JAMJES E HAYNES, P.E.
ALL CHEMICAL LINES SHALL BE SCHEDULE 80 PVC PIPE. NO SCALE r?
�� 3278QGQ .(r' 1822 109"Ave Ct E n m o �"
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CALL 48 HOUR5 Edgewood WA 98372
BEFORE YOU DIG
Office (253) 568-7724
1-800-424-5555 Cell (206) 715-5159
I
c l c f SCANNED APR 2 2