HomeMy WebLinkAboutzS-3161SetN.E_23rd ST.
PORTION OF THE S.W. 1 /4, OF SEC. 3, TW N 23 N . , R G E 5 E.9 W . M . LEGEND FOUND MON IN CASE
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FOUND MON IN CASE CITY OF RENTON CONTROL MON/ 1803
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CITY O F RENTON, WASHINGTON 2• BRASS DISC W/PUNCH (VISITED 2/28/00)
SANITARY SEWER MANHOLE
CATCH BASIN
.- STORM DRAIN MANHOLE —
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UTILITY POLE
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WOOD FENCE
L ! CYCLONE FENCE I • 1 CO R
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INSTALL: I 1 -6" GATE VALVE (MJXFL)
4 1 -8" VERTICAL CROSS (MJXFL) 6" D.I. (LENGTH AS REQUIR4D) f
2 -8" BLIND FLANGE 1 —F.H. ASSY
1 -8" PLUG (MJ) i W/ CONC. THRUST BLOCKING
1 -2" TEMPORARY BLOWOFF ASSEMBLY I I 1i
W/ CONC. THRUST BLOCKING STA. 4+19 O HIGH POINT NEW INV =407.59 E
1 -1" AIR —VAC ASSEMB 30' PAROEL OWNED BY
SEE DETAIL SHEET 8
m I F, rr r THE CITY OF RENTON
(RIGHT —dF —WAY)
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.WATER METERS M+1
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W/ METER BOX Z
I' STA:2 +50,0' RT. I CITY FORCES ARE TO
/ SSMH�11, 48" INSTALL NEW OFFSITE SAWCUT RESTORE PAVING IN KIN
\t r RIM= 419.72 I W
INV= 411.10 8" PVC (IN) SERVICE LINES O PER DETAIL SHT 8 OF 9 u (�
COORDINATE NEW METER i
I ' INV= 411.00 8' PVC (OUT) LOCATIONS W/ PROPERTY (lj
n qq { r 1 COMBINATION DOMESTIC k OWNERS, (TYP,)
�`it FIRE WATER SERVICE WITH DCVA
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8" PVC SS " >
j STUB O 2.07L
MIN, (TYP.) r`=i
MIN. FF -425
r• -'' i j �_ - 1 STA. -0+13* (N.E. 18TH ST.)
MIN. FF 425
I 5.5' CONC. SIDEWALK I STA. 9 +15 (DUVALL AVE N.E,) F—
v=i,' o (6' TO FACE OF CURB) I - INSTALL: (p
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NOTES
1. FILL dt COMPACT THE ROAD PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOUND MON IN CASE
FOR THE INSTALLATION OF THE WATERMAIN AND FIRE HYDRANT. CITY OF RENTON CONTROL MON# 1844
2" IRON PIPE W/ CONIC. ,� TACK
2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RNTON (VISITED 2/28/00)
(C.O.R.) TRENCH RESTORATION AND STREET OVERLAY DETAIL /
z
g 3. THE FUTURE RESIDENCE ON LOT 1 SHALL HAVE AN APPROVED FIRE '
RECOMMENDED
U' SPRINKLER SYSTEM, UNDER SEPARATE PERMIT. THE DEVELOPER SHALL FOR APPROVAL
� VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER METER TO EACH >--
-
o c�YIUP$ LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO INSTALLATION OF THE
of w WATER SERVICE STUB AND METER. '
y F�� IFY -
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" q � LEGAL DESCRIPTION:
call NOTE: �
aj u3sz TAX PARCEL 513970-0139 before you CHECKED FOR COMPLIANCE 3/11/03
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. TO CITY STANDARDS
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE BAXTER MEADOWS rVIDSOOK
Iqt�, THE EAST 140 FEET OF THE WEST 350 FEET OF THE NORTH HALF OF Dig. EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- ME
LOT 13 IN THE PLAT OF ON PA P. MARSHALL TRACTS AS RECORDED 5555 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO �� / WATER & SANITARY SEWER PLAN 75- 141 -WA
s�wll® 11/30/04 IN VOLUME 38 of PLATS ON PAGE 30, RECORDS OF KING COUNTY, 1 -SOO- 424 -SSSS REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
WASHINGTON, LESS THE NORTH 30 FEET THEREOF. UNDERGROUND SERVICE (USA) HEREON. T E ENGINEER S NOT SHOWN IN R UTILITIES �
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY CALL BEFORE YOU DIG: 1 -800- 424 -5555. - /w�11Q�31�— DAB 4 OF 9
SCANNED OCT 08 .2"36
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3 150.00' VC PORTION OF THE S.W. 1/49 OF SEC. 3, TWIN 23 N., RGE 5 E., W.M.
w kn HIGH POINT ELEV = 428.60
M j HIGH POINT STA = 4 +19.47 CITY OF RENTON, WAS H I N G TO N
n PVI STA = 3 +75
T - - - - N0 PVI ELEV_= 430.00 - - -
-�- - -- - - -- I .. � - - - - -- _ • STA. 4+1! - - -A D - 11.55. 100.00' VC I --- - - - --- � - - - -- - - -- - -- - -- -- - -- - -- _- _ _
cn
�+ HIGH POINT K 12.99 LOW POINT ELEV = 418.74 f 100 0�� VC
w >
w � AIR -VAC ASSEMBLY LOW POINT STA = 2 +05.16
J g ° PM STA = 2 +50 PVI STA I= 0 +75
430 f - -- - - -- - -.. - - \- M a P VI V ELE = 418.51 -- - - - - -- - - -PM EtEW[-- 41+3,38 - -- - - -- -- - -- 430
A.D. 9.70 i A.D. # 2.50 n
Q - - - 9 vi > K 10.31 K 40.00 0
U) CL �= - .3 % g N
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m EXISTING GROUND CA R/W + ^� 0 In
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MAINTAIN; 36" MIN. COVER'
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Q 4" MAX. DMEC110N _ . - _ --
m -- - -- - -- - - - - PER JOINT,. TYP. - - - - -L INSTALL•
j STA: 33.76.0' RT. r 289LF PVC • - 1 -12 x A NEE (E
STA 4+4 10' RT. 2.04 ! 1- 8•TAPPIWG GATE VALVE (M
�T w/ CONC. THRUST BLOCKING
RIM =4 .12 i 1 -8 •x S• TEE (MJxMJxFL)':
3 INV =41 .00 8" PVC ( --
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RIM-419.72 1l1F�
z INV =411.10 8" PVC (IN) M%
w v INV =411.00 8" PVC (OUT) DATUM ATZV
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19 .E. 18TH CIRCLE PROFILE wATER NOTES AND SPEOMAIms "m REVISION. HYDRANTS SHALL BE INSTALLED PER atY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS LATEST
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 1S. ALL WATfRMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FLASH GRADE
18" TO 20' BEHIND BACK OF CURB HORIZ. SCALE:1• =20' ALL WA70MAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY
2. ALL WORK MATERIAL SHALL BE N CONFORMANCE KITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF CONFLICTS OCCUR WATERMANS ARE TO BE LOWERED TO BEAR.
op OR T I BEHIND BACK OF SIDEWALK VERT SCALE: 1 " =5" RENTON PLANNING/ BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA
$ k FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F -5110 THAT IS ADJACENT TO CURB STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
R 0R COMPRESSION TYPE SUCH AS GLOW MEDALLION; M IC H JOINT 16, ALL WA7FRMARIS 6 INCHES AND LARGER N DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT STANDARD PLANS do SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DISIFIFEC710P1. THE "MY PIGS" SHALL BE GIRARD INDUSTRIES ACUA SHAD -AS OR APPROVED EQUAL 2 LB /CU. FT.
w IPRET WITH LUGS. TWO -PIECE CAST FROM VALVE MX WITH LUG TYPE COVER. DURING CONSTRUCTION.
5-1/4" MAIN VALVE OPENING. TWO 2 -1 NOSE COMIEC110N3 EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8- TOP SECTION WITH DENSITY FOAM WITH IG• 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'P ONLY.
NATIONAL STANDARD THREADS. 4' CONNECTION CITY OF REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION 3. THE HOURS OF WORK IN THE STREET R04T OF WAY SHALL 8E LIMITED TO 8:30 AM TO 3:30 PM ON
SEATTLE THREADS WITH A STORTZ ADAPTOR. 4" SEATTLE THREAD • AS REQUIRED (SEE DWG OR46 / PAGE 8090). 17. 'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
# MAX 4" WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITHING BY THE PUBLIC WORKS DEPARTMENT AT (428) 430 -7301.
X 5" STORTZ, ATTACHED WITH 1/6" STAINLESS STEEL CABLE. CLEANING OPERATION.
1 -1/4° PENTAGON OPERATING NUT. FIRE HYDRANT TO BE MIN 2 "� RAISED PAVEMENT MARKER TYPE 88 A8 THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS N ADVANCE OF ANY WORK
PAINTED WITH TWO COATS OF PANT. PRESERVATIVE STIMSONITE TWO -WAY BLUE. IN THE RIGHT OF WAY.
PANT No. 43-555 SAFETY YELLOW OR APPROVED EQUAL. 1B ALL WATER PRESSURE, AND SERVICES SHALL BE PRESSURE TESTED 10 A MINIMUM OF 200 PSI OR 150 PSI OVER
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND 11 SHALL BE THE CONTRACTOR'S OPERATING PRESSURE• N ACCORDANCE WITH THE SPECFICATONS OF THE CITY OF RENTON AND THE WA96NGTON
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE N THE PRESENCE OF A REPRESENTATIVE OF
42" MIN CONCRETE BLOCKING THE CITY OF RENTON. THE QUANTITY O• WATER LOST FROM THE MAN SHALL NOT EXCEED THE NUMBER OF GALLONS
BURY UTILITY LOCATES CALL 48-HOUR LOCATORS 600- 424 -5555. PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS A SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE
CONCRETE BLOCKING 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE- CONS7RUCTKIN MEEING. SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 0110 AND CI11 OR it ALL WAT MANS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIMI CONCENTRATION)
O LATEST REVISION, THICKNESS MASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA CHLOI INE/WATER SOLUTION. DRY CALCIUM WMOCHLOMTE SHAD NOT BE PLACED N THE PIPE AS LAID. CHLORINE
N ' C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS G SHALL BE METERED/MJECTED N ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD
II g CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C103/A21.5 -93 SPECIFICATIONS REFERENCED ABOVE.
6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT STANDARDS.
20. A PINE- CON5IRIUC110N CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (S) WORKING
8' DUCTILE IRON PIPE. CAASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4- 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSIINE RATED AS NOTED ON PLANS. AND DAYS MOM IS REQUIRED FOR SCHEDULING,
STEEL TIE ROOS. SEE STD DETAIL FOR TIE RODS. IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 -87. CEMENT LINING SHALL BE N ACCORDANCE WITH ANSI /ANNA
16" x B" x 4" MNINUM C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS. THE FITTINGS 21. TWENTY• -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARING NEW CONSTRUCTION.
UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 -) INCH TO 12CINCH DIAMETER FITTINGS, WHICH HAVE C110-AZ11.111187 OR MECHANICAL JOINTS AND //OR ANSI/AWWA JOINTS. SHALL BEBE IN 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
' E HYDRANT ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF AN51/AWWA C110/A21.10.87 AND CONSTRUCTION.
ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE 23, INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
ASSEMBLY WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE N AGREEMENTS. MEIER APPLICATIONS, CONSTRUCTION PE- MAMS.. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
i 13 T4 ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ��
o v
v1 ANSI/AWWA SECTION 10 -4.3 OF ANS /AWWA C11O/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE OWNER. 24. ALL CONNECTION 10 EXISTING MANS IS TO BE ACCOMPUSHED BY THE CWT/ OF RENTON, EXCEPT WET TAPS, WHICH
1Z "x 22" CONCRETE METER N UNIMPROVED RIGHT OF WAY 8. GATE VALES SHALL BE IRON BODY. BRONZED - MOUNTED. DOUBLE DISC MIN BRONZE WEDOING DEVICE AND MAY BE MADE BY APPROVED WET TM CONTRACTORS BETH PROR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT.
O-RING STUFFING BOX (AWWA C500) OR OF RESRIENT SEATED TYPE (ANNA C509). VALVES SHALL BE DESIOIIED ALL NECESSARY [XCAVATKON MIND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO
BOX WITH 3/16- STEEL DIAMOND PLATE INSTALL METER BOX AT CITY !NOTIFICATIONS,
FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE GLOW UST 14, MUF11iR
COVER EQUAL TO FOG 117E METER PROPERTY LINE. COMPANY NO. A2380 OR M R H. 256 WSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
SEAL CO. B -10 METER BOX. CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS N ADVANCE OF
6" MN 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING BACKFILLNG ALL CONSTRUCTION. THE CONTRACTOR. AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS
FIADE 9" MAX SIDEWALK AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN
VALVE OPENING (M.V.OJ OF 5-1/4 INCH. TWO 2 -1/2 INCH HOSE NOZZLES MTH NATIONAL STANDARD THREADS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE
a .. ,�,,:.•.[^��`•,;w:. •.!i:.ti!t_r',4'Ny { ?�'ir ��.�; +•`•� 7 -1/2 THREADS PER INCH AND ONE 4 NCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER PRIOR TO FINAL TIE-N.
INCH, BO DEGREE S V. THREADS: OUTSIDE DIETER OF MICE THREAD 4.875 AND ROOT DIAMETER 4.6263. TOUCFITEAD HYDRANTS SHALL HAVE A 1 -1/4 NCH PENTAGON OPERATING NUT OPENED BY TURMNO COUNTER CLOCKWISE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS. BOLTS, ETC.) SHALL BE AS MANUFACTURED BY TTE STAR
_ 21" MIN
COVER WATER METER TO BE --� 12" MN (LEFT). MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED M WRITING BY THE PUBLIC WORKKS DEPARTMENT.
36" MIN COYER SUPPLIED BY THE CITY 36" MIN 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST NON THREADED CAPS WI11H QERA17m 28, ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT
TYPE "K" SOFT CO R NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED MTH STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE. PAVEMENT. SIDEWALKS, CURB, GUTTERS. AND DRIVEWAY
COPPER TUBING SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR NEMOVED TO AN EXISTING EXPANSION
2-1/2' JOINT. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPI, 4 INCH SEATTLE THREAD X S INCH
STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6031 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. 2!. A TEMPORARY COLD MIX ASPHALT PATCH SHALL. BE PLACED ON THE DAY OF INITIAL EXCAVATION MIN A
FORD COPPERSETTER THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES MART. STORZ FACE TO BE PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE
VH 72- 15W -44 -336 (FOR S " x 3/4" METER) METAL, NO GASKET TO WEATHER. STORZ CM TO HAVE SYNTHETIC MOLDED RUBBER GASKET. AND SHALL BE IN SPECTION PRIOR TO PLACEMENT O' FINAL PATCH.
NEW DUCTILE IRON LOOP DOWN TO CENTERLINE ( f
WATERMAN OF WATER MAIN TO PROVIDE BO 72 -NSW- 44-446 FOR 1 METER 3 4" OR 1" ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL AIRCRAFT CABLE. e�xr a,"D AS m COIL
80TH INLET AND OUTLET WITH PACK JOINT WITH (,'RIPPER. / 3A FOR CITY �.....�CTS .,,..... "E�T*Y �..,,JIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LIES
SLACK IN COPPER SERVICE GALVANIZED
( LINE TO METER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PLANT NUMBER 43-888 SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
ON OUTLET SAFETY YELLOW OR APPROVED EQUAL IMPROVED AREAS.
0
CORPORATION STOP. FORD TA°ERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
THREAD (CC). PACK JOINT t3/4- F1000) CHECKED FOR COMPLIANCE RECOMMENDED
(I F1000) IF SERVICE LINE TO HOUSE IS TO BE !S 3161025 TO CITY STANDARDS FOR APPROVAL
INSTALLED IN THE FUTURE INSTALL FORD C14 -33 OR 44 DRILL 1 3'4' DNA. $i1UPe ;�i6►ON1� DATE 100- BY
22 -1/2' FIDT x COMPRESSION COUPLING ROLE FOR 0g RLyy�O DATE BY
TOUCHREAD DEVICE
FOR SERVICE FROM EXISTING STEEL NOTE: °' Call NOTE: DATE 8Y
EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS THE CENTER TME HOLE MUST 2 ARE MIN' FROM Y EtOSTING UTILITY LOCATIONS sHOWIN HEREON ARE APPRO1MATE ONLY. BAXTER MEADOWS
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP AT LEAST 1' FROM UNDERNEATH NEAREST AND befpr•
WATERMAIN EQUAL TO MUELLER CO. R18S UNLESS TME SPACKG FRONT EDGE �I' ' IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
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ALLOWS THE NUT TO TIGHTEN PIT LID � 3 1 DY
AGAINST THE OPEN 510E OF MORE IONyAL $� • 9• EXACT VERTICAL PRIOR HORIZONTAL LOCATION ALL EXISTING UNDER-
AGAINST ONE RIO.
1 -800- 424 -5555 U�"'� MADE ' COMMENCING EXISTING CONSTRUCTION. S S WATER & SANITARY SEWER PROFILE
3/4" & V WATER SERVICES E7KPOR® 11/30/04 REPRESENTATION IS MADE THAT ALL EOOSTING UTILITIES ARE 5ILITIE
UNDEP.(�f„","n'O �'R:!w (Uc�) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
AVOID CUTTING UNDERGROUND I NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTUTY LINES, IT'S COSTLY CALL BEFORE YOU DEC: 1 -SOD- 424 -5556.
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PORTION OF THE S.W. 1/4, OF SEC. 3, TWN 23 N., RGE 5 E., W.M. asap
CITY OF RENTON, WASHINGTON w�MON ',�q�ffw,OLE
CATCH BASIN
._ N.E. 23rd ST.
FOUND MON IN CASE
CITY OF RENTON CONTROL MON # 1803
2" BRASS DISC W/PUNCH (VISITED 2/28/00)
0-1 STORM DRAIN MANHOLE 18
.21st ST.
' UTILITY POLE
GUY ANCHOR
' Z TELEPHONE RISER
C%)
1 1 0 5 0 20 ►' STREET SIGN f a
w A A n I ✓♦ r r r- 1 i 1 1 I i\ 1 1 1 n 1A 1 I r
1 � / 1 /_� Y I !- rr I I - l•� 1- -� I I -, � - l 1 � I I I � WATER METER ;r
f �
N= 188193.90 ++ j
SCALE �1" 209 ;K 'WATER VALVE �
t L_ L _ 1 . 1 1 1 ., 1 1 �_ _ , �\ 1� � l- .J ./ E=1313448.18
- \ I ++ EX. FIRE HYDRANT
WIRE FENCE 1
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t - t CONSTRUCT 2-BOX
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» VERTICAL CURB at GUTTER � ? = ' . �, 4 � � : 8
f INSTALL: 1 - 6 GATE VALVE (MJxFL) J
Leg 1 -8 VERTICAL CROSS (MJxFL) 6 D.I. (LENGTH AS REQU14D) -
2 -8 BLIND FLANGE + 1 -F.H. ASSY i rims, -
1 -8" PLUG (MJ) W/ CONC. THRUST BLOCK( G r - I -
1 -2 TEMPORARY BLOWOFF ASSE BLY ' i .� - +� 4 4 r 0
W/ CONC. THRUST BLOCKING
STA. 4 +19 •HIGH POIN� \v ! 9►,� f I , .
1-1" AIR --VAC ASSEMBLY NEW INV= (W)
-SEE DETAIL SHEET 8 c;� 1 t 30 PAR(FEL OWNED BY
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CONCRETE PAi� -, } I r7 THE CITY" OF RENTON P0.46m, :,
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• t h ., + A f ''�► WATER SER VICE } `. (3) PER C.O.R. ..
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SSMH #1, 48" CITY FORCES ARE TO ► I; ;
I� T RIM =4��-� �'� 5 INSTALL NEW OFFSITE SAWCUT do RESTORE PAVING IN KIN
- • INV= P Q. �'% �", �> SERVICE LINES &
cv , +M4Q B VC (I N) �l PER DETAIL SH T 8 OF 9
d 4 G 1 = " i COORDINATE NEW METER LLJ
II � . I . •� INV 4i.1.� 8 PVC (OUT) � r .
J LOCATIONS W/ PROPERTY
'- ` � � � •, � '- ' � ` ''-` -- a �-^'" 1'` COMBIIWATtON DOMESTIC �c '" " � s ,
Fl WA I 4 0. ?Z (E) OWNERS, (TYP.) _
14 L' , 4 , RE TER SERVICE MATH DCVA I I ''ELI
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I STA. - -0 +13f N.E. 18TH ST.
= o = FNC'F i 5.5 CONC. SIDEWALK i
STA. 9 +15 (DUVALL AVE N.E.)
vi ci vi ` k �,.. v ``, `': (�6 T�7 FACE OF CURB) �� t -,- 1 r - ,, , . , , r 7 , . e . ,1 , .
INSTAL
1 k .. A I 1 1 1 I , � � - 1 -12 x8 TAPPING TEE (FL)
1 8 TAPPING GATE VALVE MJ 1�
W/ CONC. THRUST BLOCKING 8 00
� f 'vrE_ 1 � � � �� -SEE TESTING AND FINAL �f�
a t z 30
CONNECTION DETAILS SHT 8 OF 9 50.
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11332 TAX PARCEL 51370 -0139
jONAL' THE EAST 140 FEET OF THE WEST 350 FEET OF THE NORTH HALF OF
LOT 13 IN THE PLAT OF HOSEPH P. MARSHALL TRACTS AS RECORCDED
11/30 /94 IN VOLUME 38 OF PLATS ON PAGE 30, RECORDS OF KING COUNTY,
WASHINGTON, LESS THE NORTH 30 FEET THEREOF.
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1. FILL & COMPACT THE ROAD PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR THE INSTALLATION OF THE WATERMAIN AND FIRE HYDRANT.
2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RNTON
(C.O.R.) TRENCH RESTORATION AND STREET OVERLAY DETAIL.
3. THE FUTURE RESIDENCE ON LOT 1 SHALL HAVE AN APPROVED FIRE
SPRINKLER SYSTEM, UNDER SEPARATE PERMIT. THE DEVELOPER SHALL
VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER METER TO EACH
LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO INSTALLATION OF THE
WATER SERVICE STUB AND METER.
'THESE ,��11S ARE "AS- BUILT"
AND T IN FOR A
MATIpN SN.• � NN
(ACCURATELY REFLECTS EXI. • : -ING
FIELD CONDITIONS AS OF T! I'S
DATE: .
RECOMMENDED
wu.uw swf. Holy aP » FOR APPROVAL
Cjkjj WTE:
before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
DIT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
igs EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
1.8Q� -Z4-� GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONS181LITY FOR UTILITIES
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTILITY LINES. ITS COSTLY CALL BEFORE YOU DIG: 1 -800 -424 -5555.
SCANNED MAY 01 2006
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
MATE AkA D
TE
DATE
FOUND MON IN CASE
CITY OF RENTON CONTROL MON# 1844
2" IRON PIPE W/ CONC. do TACK
(VISITED 2/28/00)
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BAXTER MEADOWS
WATER &SANITARY SEWER PLAN
ACV. &./ 3/v.io•v Car -3, 1cjvA , SCANNED OCT 0 A .20" C`l7 ; (Al /r /
ROLL 20.2 �R246
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HIGH POINT ELEV = 428.60
HIGH POINT STA = 4 +19.47
LO r`° PVI STA = 3+ 75
PORTION
OF THE .1''
. 1/49 OF SEC.
TWN 23 Nag RGE 5 E.
CITY OF RENTON. WASHINGTON
+ uui
¢I - - - ._._.. . - - - - - - - -- PVI ELEV = 430.00
.. STA. 4 +19 A.D.
HIGH POINT ` K = '12.99
LOW POINT ELEV -= 418-74
w AIR -VAC ASSEMBLY LOW POINT STA = 2 +05.16 I
$ a _ 100.0 VC
PVI STA -- 2 +50
430 : _
Y.... _ _ N
P VI V
--a- _ _._ _ -- - _ .. _ M ._ - ... ELEV = 418.51 �'� � LTA 0+ 75
A. D. - 9.70 E- € - 419.38 - -� -
-- W A.D. 2.50 rw ,� _
2.35% --� r9 0 v K = 10.31 , i + o
I ----'" °° m M IK = 410.00 0 04
EXISTING GROUND CA RIW + +
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CL 2 - - - - - -- - _ _. _ . br c)
.1. 5 -.� __._ _� . _ __ _ _.. _ __.___- -- -_ -__- -+ -._ -. __. -- .--- __.___ _____t ___ ___ _ ____--- _-- ___-- __-- _- -. - - -- _.- - -_ - -. __ - - - -_- _ m
_.._ - i
PROPOSED GRADE C,rr'L R fW U v v
> >
In > W w t
STA:5 +38. 10" RT. " - y. ..
INSTALL:
i
h 2 MIN. CLEARANCE ; � 3.00
_ _
420 -- - - - _-�__ .. __ . - BETWEEN STORM .AND -
- PLUG (MJ)
�00
' FIRE HYDRANT RUN - - --- - - - -.� -- -
,,_i
W/ COIN(. THRUST BLOiCKING � !
12" MIN. x`20 lw
"- ---� -- MAINTAIN 3!5" MI i - - - - -- I r � j! CLEARANCE
J I
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STA: 5+38.76.00 RT, I�
SSMIH
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r INV=4I4h4 a 8" PVC (06)
410 - _ -� 9 ,z
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FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929
AND MUELLER SUPER CENTURION 200 MATH 6" MECHANICAL JOINT
INLET WITH LUGS.
5- 1,,x'4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE iIHYDRANT EXTENSION TO BE USED IF REQUIRED.
N. COVER -
4" MAX. DEFLECTION
_-PER JOINT. TYP. - -
STA:4 +4Z 10" RT. ~PVC O
1 -8 'x 6' TEE (MJxMJxFL) ' rip
1 -6" GATE VALVE MJxFL
fi~ D.I. (LXNGTH AS REQUIRED)
1- F. H. ASSY
W/ CONC. THRUST BLOCKING
CONCRETE BLOCKING
N.E. 18TH CIRCLE
18" TO 20" BEHIND BACK OF CURB HORIZ. SCALE:1 " =20'
OR 12" BEHIND BACK OF SIDEWALK 'VERY SCALE: 10=5'
THAT IS ADJACENT TO CURB
TWO -PIECE CAST IRON VALVE BOX 1MTH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
I AS REQUIRED (SEE DWG BR46 / PAGE 8090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO -WAY BLUE.
42. MIN CONCRETE BLOCKING
BURY
Q
INSTALL:
1--12 x8 fjjyPING TEE (FL)
1-- 80TAPPIhIG GATE VALVE (h
11W/ CONIC. THRUST BLOCKING
Ex. ssmH
22W a Pvc 4p 4me Iq
' 41D
RIM 4 *. t"
INV=4444.a- 8» PVC (IN) r o •'�' C��'
1IF111 �
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405.00
2 +00
P 4FILE WATER NOTES AND SP'ECIFlCATIONS 2003
1. THESE NOTES SHALL .APPEAR FOR PROJECTS FOR' THE WATER UTILITY.
2. ALL WORD MATERIAL. SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIE1CA111ONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE W5DOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. A SET' OF APPROVED PLAN'S SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTTRUCTIOIW.
3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3::30 PM ON
WEEKDAYS UNLESS - 07HERVASE APPROVED IN WRITING. BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301.
THE POLICE DEPARTTwIEINiT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ,AD'V'ANCE OF ANY WORK
IN THE RIGHT OF (MAY.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VENFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 - 5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 011!0 AND C111 OR
LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL. CONFORM TO AWWA
C104 OR LATEST REMSIION. PIPE JOINTS TO BE PUSH -ON OR MEIGhM.ANICAI JOINT. BEDDING TO BE CLASS G.
CAST IRON TEE. MATH 6" FLANGE SIDE OUTLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5 -93
N - „ .
r
6" GATE VALVE (FL X MJ) AWWA C --509. RESILIENT SEAT STANDARDS.
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. IN ACCORDANCE VATH ANSI/AWWA C110/A21.1D -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA
16" x 8" x 4" MININUM '` '` C104/421/4 -90_ IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL. JOINT, THE FITTINGS
CONCRETE BLOCK SHALL IN ACCORDANCE %4TH EITHER ANSI /AWWA C11O- A21.10 -87 OR ANSI /AWWA C153/''A21- 53 -94. THREE (3)
UNDER HYDRAhIT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") �•.'ot INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND OR FLANGED JOINTS SHALL BE IN
FIRE HYDRANT : �;,�� '� ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A CQMIBINATION OF ANSI /AWWA C110/A2'1.10 87 AND
ASSEMBLY ;M`' ,� , ;. ANSI /AWWA IC1.53/A21.5i3 -94 SUCH THAT T114E PORTION OF THE FITTING NTH A MECHANICAL. JOINT(S) MAY BE
12 "x 22" CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOG TITS METER
SEAL CO. B -10 METER BOX .
6" MIN
FINISH GRADE 9" MAX
21" MIN
COVER
36" MIN COVER
NEW DUCTILE IRON I �- LOOP DOWN TO CENTERLINIE
WATERMAIN OF WATER MAIN TD PROVIDE
SLACK IN COPPER SERVICE
LINE TO METER.
CORPORATION STOP. FORD TAPERED
THREAD (CC). PACK JOINT (�3/4" F1000,)
(1 F1000)
EXISTING CAST IRON
OR DUCTILE IRON
WATERMAIN
ov w 1wit204i 1
'i
22 -1/2'
TH ANSI /AWWA C153f'A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
_ ACCORDANCE MATH .AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE 1I1M SECTION 53.53 OF
�113l� ANSI/AWWA SECTION 10-4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL. BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE GAINER,
' 8. GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED., DOUBLE ICI SC WITH BRONZE VWDGIN G DEVICE AND
INSTALL METER BOX AT f
IN UNIMPROVED RIGHT OF WAY 11 "! 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED
s< (l 1� FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE C�LCO�W1 UST 14 � PROPERTY LINE. iirM' � MUELLER
a COMPANY NO, A2381D OR M & H.
1"HESE FLANS ARE "AS- BUILT' 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING
SIDEWALK 4IND THE INFORMATION SHOMIN AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 MATH A 6 INCH MECHANICAL JOINT INLET AND A MAIN
ACCURATELY REFLECTS EXISTING VALVE OPENING (teM.'M�.O.) OF 5 -1/4 INCH. T111C) 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL SOT.AIMIDARD THREADS
': :. ~ ! - • - r �� -• ' ' 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PAW TTE:FtN 6 THREADS PER
mil. _4 • M` :yt. .! l'. fr +. - j.- -y. Y� w� - - - - '.fit -"".
�' �•'`` "`' ' ' ' '= "'=``S �' " ' '` ' - FIFI D CONDITIONS AS OF THIS INCH. 60 DEGREES V. THREADS: OUTSIDE DIAMETER of MALE THREAD 4.875 AND ROOT pIA1MAETfER 4.6263.
TOUCHREAD HYDRANTS SHALL HAVE A 11--1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
WATER METER TO BE 12" MIN (LEFT).
SUPPLIED BY THE CITY 36" MIN W SHUPE HOLMBER4 PLA 113
CO R 10. THE TWO 2--1 /'2' INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAP'S WITH OPERATING
TYPE "K" SOFT NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH
COPPER TUBING SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUAMMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEAM- THREAD X 5 INCH
STORZ STORZ ADAPTER SHALL BE FORGET}
A►NI3/OR EfITRUDED Oval -T6 ALUMINUM ALLOY, FMARDCOAT ANODIZED.
FORD COPPERSETTER THREADED END IPORnom SHALL HAVE NO LUGS AND TWW7 SET SCREWS 1110 DEGREES APART. STORZ FACE TO BE
VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ETAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
VIA 72- 15W- 44 --44G (FOR 1 METER) 3/4" ( 1" ATTACHED TO H` DRAN7 ADAPTER NTH 1/8 INCH, COATED, STAMNIi.ESS STEEL. AIRCRAFT CAKE.
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANT'S SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655
ON OU TL.E T. SAFETY YELLOW OR APPRO VIED EQUAL.
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
13. PUMPER CONI"MECi1011yl TO FACE ROADWAY ASSEMBLY.
IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING DRILL 1 3'4" DIA.
HOLE FOR
TOUCHREAD DEVICE
FOR SERVICE FROM EXISTING STEEL NOTE:
ASBESTOS CEMENT OR PVC 'WATER MAINS THE CENTER OF THE HOLE MUST BE
INSTALL DOUBLE STRAP SERWICE CLAMP AT LEAST 1" FROM UNDERNEATH
EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING
ALLOWS THE NUT TO TIGHTEN
AGAINST THE OPEN SIDE OF MORE
THAN ONE RIB -
3/4" & I " WATER SERVICES
2 1/2" MIN. FROM
NEAREST AND
FRONT EDGE OF
PIT LID
2 0,2
1 +00 0 +00
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST
REMSION.
15, ALL NA 7ERMAIN:'S 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE.
ALL MIW'ATERMi AIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY
CONFUCT'S OCCUR. WATERMAINS ARE TO BE LOWERED TO CLEAR.
116. ALL WATERMAINS, 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT.
iDENSITY FOAM IMTHI 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY
17. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
CLEANING OPERATION,
'18. ALL MW'ATERMAINI!S AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
OPEERANNG, PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON
STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF
THE CITY OF RENTOIWI. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS
PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-- 11.3(11). THE LOSS IN PRESSURE
SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS; AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/1WATEFI SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE
SHALL. BE MIETEREDjAINJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-- 11.3(12)F OF THE STANDARD
SPECIFICATIIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING
DAYS; NOTICE IS IREICOVIREO FOR SCHEDUUNG.
21. TWENTY -FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCn.DN.
23. INSTALLATION OF' CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
AGREEMENTS, METER(' APPLICATIONS. CONSTRUCTION PERMITS. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT WET TAPS, WHICH
MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROMI THE PUBLIC 'WORKS DEPARTMENT.
ALL 14ECESSuARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO
CITY NOTIFICAT)ONS.
25. INSPECTION WALL iBE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF
BACIKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT IDRAWINGS.
26. CONTRACTOR, TOO, PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE
PRIOR TO FINAL TIE-11N.
27. ALL JOINIT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL. APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT
S'T'REETS MAY BE SF INX CUT. ALL SURFACE CONCRETE. PAVEMENT, SIDEWALKS, CURB. GUTTERS, AND DRIVEWAY
APPROACHES SHALL, BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN 00STINIG EXPANSION
JOINT,
251. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF (NIT AL EXCAVAT110N WITH A
PERMANENIf,. SEALED PATCH TO K PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. s
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CNEWCAL PROCESS LINES
SHALL BE SCHEDULE; 80 PVC PIPE. SCHEDULE 40 IN UNIAAPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
IMPROVED AREAS.
IW63#6#@p < t7w JP4*&)
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
46= DATE BY
DATE By
1
CS[I i MOTE: DATE BY
1"f"* YOU EXISPRG UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL ICE THE CONTRACTOR "S RESiPONSOLITY TO DETERMINE THE BAXTER MEADOWS
Digs EXACT ARTICAL AND HORIZONTAL (LOCATION OF ALL EXISTING UNOER-
jAS00-424m jWjMM GROUND UTILITIES PRIOR TO COM10111ENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT AuLI ExISTING unLITIES ARE sHOW�A WATER &SANITARY SEINER PROFILE
RGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIE
UHM S
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOM IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY (CALL BEFORE YOU ;DOG: 1 -800 -424 -5555.
SCANNED MAY 012006 o4S . &oe 3•�,•cS � �• 3'rr..ic�v� ,�. r� ry - ? /� /o .� � � _ .,�
SCAMME D OCT n R
FR245
6
M
3/11/03
HIND:
75- 141 -WA
5 9
r, I I W
4
6
In
Fc
i
J
F
S
a
h
S5
kAj
0
w
150.00' VC
HIGH POINT ELEV = 428.60
HIGH POINT STA = 4 +19.47
LO r`° PVI STA = 3+ 75
PORTION
OF THE .1''
. 1/49 OF SEC.
TWN 23 Nag RGE 5 E.
CITY OF RENTON. WASHINGTON
+ uui
¢I - - - ._._.. . - - - - - - - -- PVI ELEV = 430.00
.. STA. 4 +19 A.D.
HIGH POINT ` K = '12.99
LOW POINT ELEV -= 418-74
w AIR -VAC ASSEMBLY LOW POINT STA = 2 +05.16 I
$ a _ 100.0 VC
PVI STA -- 2 +50
430 : _
Y.... _ _ N
P VI V
--a- _ _._ _ -- - _ .. _ M ._ - ... ELEV = 418.51 �'� � LTA 0+ 75
A. D. - 9.70 E- € - 419.38 - -� -
-- W A.D. 2.50 rw ,� _
2.35% --� r9 0 v K = 10.31 , i + o
I ----'" °° m M IK = 410.00 0 04
EXISTING GROUND CA RIW + +
N .- w
CL 2 - - - - - -- - _ _. _ . br c)
.1. 5 -.� __._ _� . _ __ _ _.. _ __.___- -- -_ -__- -+ -._ -. __. -- .--- __.___ _____t ___ ___ _ ____--- _-- ___-- __-- _- -. - - -- _.- - -_ - -. __ - - - -_- _ m
_.._ - i
PROPOSED GRADE C,rr'L R fW U v v
> >
In > W w t
STA:5 +38. 10" RT. " - y. ..
INSTALL:
i
h 2 MIN. CLEARANCE ; � 3.00
_ _
420 -- - - - _-�__ .. __ . - BETWEEN STORM .AND -
- PLUG (MJ)
�00
' FIRE HYDRANT RUN - - --- - - - -.� -- -
,,_i
W/ COIN(. THRUST BLOiCKING � !
12" MIN. x`20 lw
"- ---� -- MAINTAIN 3!5" MI i - - - - -- I r � j! CLEARANCE
J I
-4
I
STA: 5+38.76.00 RT, I�
SSMIH
I RIM=426.1It �°
r INV=4I4h4 a 8" PVC (06)
410 - _ -� 9 ,z
C
w
l'-
lz
iw
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929
AND MUELLER SUPER CENTURION 200 MATH 6" MECHANICAL JOINT
INLET WITH LUGS.
5- 1,,x'4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE iIHYDRANT EXTENSION TO BE USED IF REQUIRED.
N. COVER -
4" MAX. DEFLECTION
_-PER JOINT. TYP. - -
STA:4 +4Z 10" RT. ~PVC O
1 -8 'x 6' TEE (MJxMJxFL) ' rip
1 -6" GATE VALVE MJxFL
fi~ D.I. (LXNGTH AS REQUIRED)
1- F. H. ASSY
W/ CONC. THRUST BLOCKING
CONCRETE BLOCKING
N.E. 18TH CIRCLE
18" TO 20" BEHIND BACK OF CURB HORIZ. SCALE:1 " =20'
OR 12" BEHIND BACK OF SIDEWALK 'VERY SCALE: 10=5'
THAT IS ADJACENT TO CURB
TWO -PIECE CAST IRON VALVE BOX 1MTH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
I AS REQUIRED (SEE DWG BR46 / PAGE 8090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO -WAY BLUE.
42. MIN CONCRETE BLOCKING
BURY
Q
INSTALL:
1--12 x8 fjjyPING TEE (FL)
1-- 80TAPPIhIG GATE VALVE (h
11W/ CONIC. THRUST BLOCKING
Ex. ssmH
22W a Pvc 4p 4me Iq
' 41D
RIM 4 *. t"
INV=4444.a- 8» PVC (IN) r o •'�' C��'
1IF111 �
I .I TU f Jff"
405.00
2 +00
P 4FILE WATER NOTES AND SP'ECIFlCATIONS 2003
1. THESE NOTES SHALL .APPEAR FOR PROJECTS FOR' THE WATER UTILITY.
2. ALL WORD MATERIAL. SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIE1CA111ONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE W5DOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. A SET' OF APPROVED PLAN'S SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTTRUCTIOIW.
3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3::30 PM ON
WEEKDAYS UNLESS - 07HERVASE APPROVED IN WRITING. BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301.
THE POLICE DEPARTTwIEINiT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ,AD'V'ANCE OF ANY WORK
IN THE RIGHT OF (MAY.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VENFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 - 5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 011!0 AND C111 OR
LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL. CONFORM TO AWWA
C104 OR LATEST REMSIION. PIPE JOINTS TO BE PUSH -ON OR MEIGhM.ANICAI JOINT. BEDDING TO BE CLASS G.
CAST IRON TEE. MATH 6" FLANGE SIDE OUTLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5 -93
N - „ .
r
6" GATE VALVE (FL X MJ) AWWA C --509. RESILIENT SEAT STANDARDS.
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. IN ACCORDANCE VATH ANSI/AWWA C110/A21.1D -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA
16" x 8" x 4" MININUM '` '` C104/421/4 -90_ IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL. JOINT, THE FITTINGS
CONCRETE BLOCK SHALL IN ACCORDANCE %4TH EITHER ANSI /AWWA C11O- A21.10 -87 OR ANSI /AWWA C153/''A21- 53 -94. THREE (3)
UNDER HYDRAhIT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") �•.'ot INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND OR FLANGED JOINTS SHALL BE IN
FIRE HYDRANT : �;,�� '� ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A CQMIBINATION OF ANSI /AWWA C110/A2'1.10 87 AND
ASSEMBLY ;M`' ,� , ;. ANSI /AWWA IC1.53/A21.5i3 -94 SUCH THAT T114E PORTION OF THE FITTING NTH A MECHANICAL. JOINT(S) MAY BE
12 "x 22" CONCRETE METER
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOG TITS METER
SEAL CO. B -10 METER BOX .
6" MIN
FINISH GRADE 9" MAX
21" MIN
COVER
36" MIN COVER
NEW DUCTILE IRON I �- LOOP DOWN TO CENTERLINIE
WATERMAIN OF WATER MAIN TD PROVIDE
SLACK IN COPPER SERVICE
LINE TO METER.
CORPORATION STOP. FORD TAPERED
THREAD (CC). PACK JOINT (�3/4" F1000,)
(1 F1000)
EXISTING CAST IRON
OR DUCTILE IRON
WATERMAIN
ov w 1wit204i 1
'i
22 -1/2'
TH ANSI /AWWA C153f'A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
_ ACCORDANCE MATH .AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE 1I1M SECTION 53.53 OF
�113l� ANSI/AWWA SECTION 10-4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL. BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE GAINER,
' 8. GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED., DOUBLE ICI SC WITH BRONZE VWDGIN G DEVICE AND
INSTALL METER BOX AT f
IN UNIMPROVED RIGHT OF WAY 11 "! 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED
s< (l 1� FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE C�LCO�W1 UST 14 � PROPERTY LINE. iirM' � MUELLER
a COMPANY NO, A2381D OR M & H.
1"HESE FLANS ARE "AS- BUILT' 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING
SIDEWALK 4IND THE INFORMATION SHOMIN AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 MATH A 6 INCH MECHANICAL JOINT INLET AND A MAIN
ACCURATELY REFLECTS EXISTING VALVE OPENING (teM.'M�.O.) OF 5 -1/4 INCH. T111C) 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL SOT.AIMIDARD THREADS
': :. ~ ! - • - r �� -• ' ' 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PAW TTE:FtN 6 THREADS PER
mil. _4 • M` :yt. .! l'. fr +. - j.- -y. Y� w� - - - - '.fit -"".
�' �•'`` "`' ' ' ' '= "'=``S �' " ' '` ' - FIFI D CONDITIONS AS OF THIS INCH. 60 DEGREES V. THREADS: OUTSIDE DIAMETER of MALE THREAD 4.875 AND ROOT pIA1MAETfER 4.6263.
TOUCHREAD HYDRANTS SHALL HAVE A 11--1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
WATER METER TO BE 12" MIN (LEFT).
SUPPLIED BY THE CITY 36" MIN W SHUPE HOLMBER4 PLA 113
CO R 10. THE TWO 2--1 /'2' INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAP'S WITH OPERATING
TYPE "K" SOFT NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH
COPPER TUBING SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUAMMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEAM- THREAD X 5 INCH
STORZ STORZ ADAPTER SHALL BE FORGET}
A►NI3/OR EfITRUDED Oval -T6 ALUMINUM ALLOY, FMARDCOAT ANODIZED.
FORD COPPERSETTER THREADED END IPORnom SHALL HAVE NO LUGS AND TWW7 SET SCREWS 1110 DEGREES APART. STORZ FACE TO BE
VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ETAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
VIA 72- 15W- 44 --44G (FOR 1 METER) 3/4" ( 1" ATTACHED TO H` DRAN7 ADAPTER NTH 1/8 INCH, COATED, STAMNIi.ESS STEEL. AIRCRAFT CAKE.
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANT'S SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655
ON OU TL.E T. SAFETY YELLOW OR APPRO VIED EQUAL.
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
13. PUMPER CONI"MECi1011yl TO FACE ROADWAY ASSEMBLY.
IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING DRILL 1 3'4" DIA.
HOLE FOR
TOUCHREAD DEVICE
FOR SERVICE FROM EXISTING STEEL NOTE:
ASBESTOS CEMENT OR PVC 'WATER MAINS THE CENTER OF THE HOLE MUST BE
INSTALL DOUBLE STRAP SERWICE CLAMP AT LEAST 1" FROM UNDERNEATH
EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING
ALLOWS THE NUT TO TIGHTEN
AGAINST THE OPEN SIDE OF MORE
THAN ONE RIB -
3/4" & I " WATER SERVICES
2 1/2" MIN. FROM
NEAREST AND
FRONT EDGE OF
PIT LID
2 0,2
1 +00 0 +00
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST
REMSION.
15, ALL NA 7ERMAIN:'S 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE.
ALL MIW'ATERMi AIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY
CONFUCT'S OCCUR. WATERMAINS ARE TO BE LOWERED TO CLEAR.
116. ALL WATERMAINS, 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT.
iDENSITY FOAM IMTHI 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY
17. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
CLEANING OPERATION,
'18. ALL MW'ATERMAINI!S AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
OPEERANNG, PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON
STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF
THE CITY OF RENTOIWI. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS
PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-- 11.3(11). THE LOSS IN PRESSURE
SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS; AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/1WATEFI SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE
SHALL. BE MIETEREDjAINJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-- 11.3(12)F OF THE STANDARD
SPECIFICATIIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING
DAYS; NOTICE IS IREICOVIREO FOR SCHEDUUNG.
21. TWENTY -FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCn.DN.
23. INSTALLATION OF' CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
AGREEMENTS, METER(' APPLICATIONS. CONSTRUCTION PERMITS. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT WET TAPS, WHICH
MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROMI THE PUBLIC 'WORKS DEPARTMENT.
ALL 14ECESSuARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO
CITY NOTIFICAT)ONS.
25. INSPECTION WALL iBE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF
BACIKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT IDRAWINGS.
26. CONTRACTOR, TOO, PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE
PRIOR TO FINAL TIE-11N.
27. ALL JOINIT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL. APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT
S'T'REETS MAY BE SF INX CUT. ALL SURFACE CONCRETE. PAVEMENT, SIDEWALKS, CURB. GUTTERS, AND DRIVEWAY
APPROACHES SHALL, BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN 00STINIG EXPANSION
JOINT,
251. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF (NIT AL EXCAVAT110N WITH A
PERMANENIf,. SEALED PATCH TO K PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. s
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CNEWCAL PROCESS LINES
SHALL BE SCHEDULE; 80 PVC PIPE. SCHEDULE 40 IN UNIAAPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
IMPROVED AREAS.
IW63#6#@p < t7w JP4*&)
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
46= DATE BY
DATE By
1
CS[I i MOTE: DATE BY
1"f"* YOU EXISPRG UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL ICE THE CONTRACTOR "S RESiPONSOLITY TO DETERMINE THE BAXTER MEADOWS
Digs EXACT ARTICAL AND HORIZONTAL (LOCATION OF ALL EXISTING UNOER-
jAS00-424m jWjMM GROUND UTILITIES PRIOR TO COM10111ENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT AuLI ExISTING unLITIES ARE sHOW�A WATER &SANITARY SEINER PROFILE
RGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIE
UHM S
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOM IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY (CALL BEFORE YOU ;DOG: 1 -800 -424 -5555.
SCANNED MAY 012006 o4S . &oe 3•�,•cS � �• 3'rr..ic�v� ,�. r� ry - ? /� /o .� � � _ .,�
SCAMME D OCT n R
FR245
6
M
3/11/03
HIND:
75- 141 -WA
5 9
r, I I W
4
A►NI3/OR EfITRUDED Oval -T6 ALUMINUM ALLOY, FMARDCOAT ANODIZED.
FORD COPPERSETTER THREADED END IPORnom SHALL HAVE NO LUGS AND TWW7 SET SCREWS 1110 DEGREES APART. STORZ FACE TO BE
VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ETAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
VIA 72- 15W- 44 --44G (FOR 1 METER) 3/4" ( 1" ATTACHED TO H` DRAN7 ADAPTER NTH 1/8 INCH, COATED, STAMNIi.ESS STEEL. AIRCRAFT CAKE.
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. GALVANIZED
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANT'S SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655
ON OU TL.E T. SAFETY YELLOW OR APPRO VIED EQUAL.
ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
13. PUMPER CONI"MECi1011yl TO FACE ROADWAY ASSEMBLY.
IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING DRILL 1 3'4" DIA.
HOLE FOR
TOUCHREAD DEVICE
FOR SERVICE FROM EXISTING STEEL NOTE:
ASBESTOS CEMENT OR PVC 'WATER MAINS THE CENTER OF THE HOLE MUST BE
INSTALL DOUBLE STRAP SERWICE CLAMP AT LEAST 1" FROM UNDERNEATH
EQUAL TO MUELLER CO. RIBS UNLESS THE RIB SPACING
ALLOWS THE NUT TO TIGHTEN
AGAINST THE OPEN SIDE OF MORE
THAN ONE RIB -
3/4" & I " WATER SERVICES
2 1/2" MIN. FROM
NEAREST AND
FRONT EDGE OF
PIT LID
2 0,2
1 +00 0 +00
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST
REMSION.
15, ALL NA 7ERMAIN:'S 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE.
ALL MIW'ATERMi AIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY
CONFUCT'S OCCUR. WATERMAINS ARE TO BE LOWERED TO CLEAR.
116. ALL WATERMAINS, 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT.
iDENSITY FOAM IMTHI 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY
17. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
CLEANING OPERATION,
'18. ALL MW'ATERMAINI!S AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
OPEERANNG, PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON
STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF
THE CITY OF RENTOIWI. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS
PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-- 11.3(11). THE LOSS IN PRESSURE
SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS; AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/1WATEFI SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE
SHALL. BE MIETEREDjAINJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-- 11.3(12)F OF THE STANDARD
SPECIFICATIIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING
DAYS; NOTICE IS IREICOVIREO FOR SCHEDUUNG.
21. TWENTY -FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCn.DN.
23. INSTALLATION OF' CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
AGREEMENTS, METER(' APPLICATIONS. CONSTRUCTION PERMITS. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT WET TAPS, WHICH
MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROMI THE PUBLIC 'WORKS DEPARTMENT.
ALL 14ECESSuARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO
CITY NOTIFICAT)ONS.
25. INSPECTION WALL iBE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF
BACIKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT IDRAWINGS.
26. CONTRACTOR, TOO, PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE
PRIOR TO FINAL TIE-11N.
27. ALL JOINIT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL. APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT
S'T'REETS MAY BE SF INX CUT. ALL SURFACE CONCRETE. PAVEMENT, SIDEWALKS, CURB. GUTTERS, AND DRIVEWAY
APPROACHES SHALL, BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN 00STINIG EXPANSION
JOINT,
251. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF (NIT AL EXCAVAT110N WITH A
PERMANENIf,. SEALED PATCH TO K PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE
INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. s
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CNEWCAL PROCESS LINES
SHALL BE SCHEDULE; 80 PVC PIPE. SCHEDULE 40 IN UNIAAPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
IMPROVED AREAS.
IW63#6#@p < t7w JP4*&)
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
46= DATE BY
DATE By
1
CS[I i MOTE: DATE BY
1"f"* YOU EXISPRG UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL ICE THE CONTRACTOR "S RESiPONSOLITY TO DETERMINE THE BAXTER MEADOWS
Digs EXACT ARTICAL AND HORIZONTAL (LOCATION OF ALL EXISTING UNOER-
jAS00-424m jWjMM GROUND UTILITIES PRIOR TO COM10111ENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT AuLI ExISTING unLITIES ARE sHOW�A WATER &SANITARY SEINER PROFILE
RGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIE
UHM S
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOM IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY (CALL BEFORE YOU ;DOG: 1 -800 -424 -5555.
SCANNED MAY 012006 o4S . &oe 3•�,•cS � �• 3'rr..ic�v� ,�. r� ry - ? /� /o .� � � _ .,�
SCAMME D OCT n R
FR245
6
M
3/11/03
HIND:
75- 141 -WA
5 9
r, I I W
4