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FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (WOW
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RECORDING NUMBER 9808259011. CITY OF RENTON AIONU1 m 1 398
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MOW. PRESSURE) CONFORMING TO AMA C- 502 -85 WITH A 6 INCH MECIWIIM JOINT NO AND A MAN
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Water UNty Notes and Speoiticab" (Coat.)
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CITY OF RENIm SHORE PUT NO LUA -98- 022 -SHPL PLUG k PUNCH IN CONC. IN CASE
B.
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (WOW
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PROPOSED C]WY)E:
RECORDING NUMBER 9808259011. CITY OF RENTON AIONU1 m 1 398
... . . .. . .
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MOW. PRESSURE) CONFORMING TO AMA C- 502 -85 WITH A 6 INCH MECIWIIM JOINT NO AND A MAN
STA LINE
ELEVATION = 285.015'
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VALVE OPENING (MY.O.) OF 5 -1/4 NCH, TWO 2 -1/2 NCH HOSE NOZZLES WITH NATIONAL STANDARD
CONCRETE
BLOCKING
THREADS 7 -1/2 THREADS PER NCH AND ONE 4 NCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6
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A Portion of the NE & SE 1/4 of the NE 1/4 of Section 8, Township 23 N, Range 5 E W.M.
110 Call S W011,111:11111111 Days
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LPD ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.973.5344
• Checked for Compliance to City Standards
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PERMANENT, SEALED PATCH TO BE PLACED, M CRY OF RENTON POLICY, WITHIN 10 DAYS. CAL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FIAT. PATCH. •
29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SK41 BE ALL CHEMICAL PROCESS
IVES SHALL BE SCHEDULE 80 PVC PIPE SCHEDULE 40 IN UNIMPROVED AREAS MID SCHEDULE BO PVC
PIPE UNDER IMPROVED AREAS.
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10305 Canyon Rd. E.
Puyallup, WA 98373
(253)845 -0048
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W 1.0 WATER YAM PLAN & PROFILE
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CITY OF RENIm SHORE PUT NO LUA -98- 022 -SHPL PLUG k PUNCH IN CONC. IN CASE
B.
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (WOW
..
+
...I �.
PROPOSED C]WY)E:
RECORDING NUMBER 9808259011. CITY OF RENTON AIONU1 m 1 398
... . . .. . .
.. ...'
MOW. PRESSURE) CONFORMING TO AMA C- 502 -85 WITH A 6 INCH MECIWIIM JOINT NO AND A MAN
STA LINE
ELEVATION = 285.015'
�(
VALVE OPENING (MY.O.) OF 5 -1/4 NCH, TWO 2 -1/2 NCH HOSE NOZZLES WITH NATIONAL STANDARD
CONCRETE
BLOCKING
THREADS 7 -1/2 THREADS PER NCH AND ONE 4 NCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6
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THREADS INCH, 60 DEGREES V. THREADS;- OUTSIDE DIAMETER OF MALE THREAD 4.875 NO ROOT
4.6263.
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DIETER HYDRANTS SHALL HAVE A 1A 1 -1/4 NCH PENTAGON OPERATING NUT OPEC BY TURNING
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9.
THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST RON THREADED CAPS WITH OPERATING
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PUYALLUP, WA 98371 SEATTLE, WA 98118
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NUT OF THE SAME DESIGN AND PROPORTKINNS AS THE HYDRANT STEM NUT. CMS SHALL BE FRIED WITH
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PH. (253) 646 -5170 PH. (2D6) 725 -1211
SURABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
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FAX. (253) 846 -5246 FAX. (206) 973 -5344
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CONTACT: ERIC ISAACSON CONTACT: STEVE HATZENBELER
10.
THE 4 NCH PAMPER NOZZLE SHALL BE FITTED WITH A STORZ AOAPU, 4 INCH SEATTLE THREAD X 5 NCH
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SIM. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 5061-T6 ALUMINUM N ALLOY, HAROCOAT
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ANODIZED. THREADED DID PORTION SHALL HAVE NO WGS AND TWO SET SCREWS 180 DEGREES APART.
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STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTEAST QUARTER OF SECTION S. TOWNSHIP 23
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GASKET, AND SHNL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
NORTH, PANGS 5 EAST, W.M. N KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
AIRCRAFT CABLE.
BEGINNING AT THE INTERSECTION OF THE EASTERLY BOUNOARY OF SUNSET BOULEVARD NORTHEAST (STATE
HIGINY No. 2) WTH THE NORTHERLY BOUNDARY OF NOIRNFAST LOIN STREET; THENCE ALONG SAID
11.
FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PANT. PRESERVATIVE PAIR NUMBER 43-555
NORTHERLY BOUNDARY, NORTH 89'45'30' EAST 180.00 FEET TO THE TRUE POINT OF BEGNMNG; THENCE
SAFETY YELLOW OR APPROVED EQUAL
NORTH 01430' WEST 100.00 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST QUARTER;
12.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
THENCE ALONG SAD NORM UNE, NORTH 89'45'30' EAST 151.00 FEET. MORE OR LESS, TO THE WESTERLY
LINE OF THE LAND CONVEYED TO JESSE K NEHER AHD ETHEL NENIER, HIS WIFE BY DEED RECORDED IN
13.
FIRE HYDRANTS SWILL BE NSTN.LED PER CITY OF RENTON STANDARD DETAIL FOR FIE HYDRANTS, [ATM
AUOITOR'S FILE No. 4111856 RECORDS OF SAID COUNTY, THENCE ALONG SAID WESTERLY LIE SOUTH
REVISION.
014'30• FAST 100.00 FEET, MORE OR LESS, TO THE NORTHERLY BOUNDARY OF SAID NORTHEAST 10th
STREET, THENCE ALONG SAID NORTHERLY BOUNDARY SOUTH 89'4530' WEST 151.00 FEET TO THE TRUE
14.
ALL WATERAANS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COYER OF 36 INCHES BELOW FINISH
PONE OF BEGINNING.
GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MNUIUN OF 48 INCHES BELOW FINISH
GRADE WHERE URUYY CDNFLICTS OCCUR, WATERMMMS ARE TO BE LOWERED TO CLEAR.
TOGETHER WITH
15.
ALL WATERIAINS 6 INCHES AND LARGER N DAIETER SHALL BE CLEANED WITH PIPE CLEANING *PIGS' PRIOR
BEGINNG AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
TO DISINFECTION. THE 'POLY PKS' SHALL BE GIRARD NDUSTRO AQUA SAAB -AS OR MPROVED EQUAL, 2
LB /W. Fr. DENSITY F1MW WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PO' ONLY
SECTION 8, TOWNSHIP 23 NORM, RANGE 5 EAST, W.Y.;
THENCE SOUTH 89'45'30' WEST ALONG THE SOUTH LIE OF SAID NORTHEAST QUARTER OF THE
16.
' PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM
NORTHEAST QUARTER, A DISTANCE OF 874.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING
THE CLEAMING OPERATION.
ALONG THE SAME SOUTH LINE SOUTH 89'45'30' WEST 263.43 FEET TO THE EASTERLY LINE OF
THE SUNSET HGiWYAY: THENCE ALONG SAID EASTERLY LINE NORTH 1753'10' FAST 220.94 FEET,
17.
ALL WATEINANS AND SERVICES SEWN BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
THENCE NORM 89'45'30' EAST 194.66 FEET; THENCE SOUTH 00'14'30' FAST 210 FEET TO
OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIRGAT06 OF THE CITY OF RENTON AND THE
THE PONT OF BEGINNING;
WA%WDN STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTIIY OF WATER LOST FROM THE TAW SHALL NOT
SITUATE N THE OUR OF KING, STATE OF WASHINGTON.
EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED N CRY OF RENTON STANDARD PLANS k
SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST
Water Utility Notes and Speahc bm
PERIOD.
78.
ALL WATERAMIS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MNMUM
1.
ALL WORK WTFAYV_ SHALL BE N CONFORMANCE AND SPECIFICATIONS THE CITY OF
WME THE
CONCENTPATKN) CHLORIE/WATER SOLUTION. LILY CALCIUM HYPOCHLORTE SHALL NOT BE PLACED IN THE
RENTON PIAWNING /BUILONG /PIIBUC MY)I86 DFPNOINENT MAID TFE LATEST EDITION OF THE WSDOT /APIA
OKS D THE LATEST S
PIPE AS TAD. CHLORINE SFWl BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR
STANONNDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PUNS SHALL BE KEPT ON SITE AT ALL TIES
DURING CONSTRUCTION.
19.
A PRE - CONSTRUCTION CDNFEIME IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5)
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LURED TO 8:30 AI TO 3:30 PM ON
WORKING DAYS NOTICE IS REWIRED FOR SCHEDULING.
..,,
WEFKOAYS UNNLM OTHERWISE APPROVED N WINING BY THE PUBLIC WORKS DEPARTMENT AT (425)
20.
TWENTY -FOUR (24) HOPS NOTICE WILL BE REQUIRED PRIOR TO SITING NEW CON OPTION.
430- 7301. THE POLICE DEPARTMENT, FIE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN
ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
21.
R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERIKIS PRIOR TO STARTING
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3.
ALL LOCATIONS OF EXISTING UNITIES SHOWN ARE APPROXIMATE AND R SHALL BE THE CONTRACTOR'S
CONSTRUCTION.
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RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
22.
OF CORPORATE STOPS, WATER SERVICES, ONES NID METERS NOT BE DONE ALL
-..
FOR INLAY LOCATES CALL 48 -HOUR LOCATORS 800 -424 - 5555.
PAYMENT E BE
SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, ND PAYIEM OF FEES WILE BEEN
SOME AG
rW 243.8E
4.
AN APPROVED TRAFFIC CONTROL PINK IS REQUIRED TO BE SUBMITTED AT THE PRE- CONSRWICIKIN MEETING.
AIDE TO THE CITY OF RENTON.
; 24.'77
'43 76
5.
ALL NN PIPE BE CEMENT LIED IRON PPE TO AIWA C110 MD C117
23.
ALL CONNECTION TO EXISTING MANS IS TO BE ACCOMPLISHED BY THE CITY OF REHM, EXCEPT WET TAPS,
WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC
EUCITE
T C
OR LATEST REIASKIN, THICKNESS C1A55 52. CEMENT MORTAR tNNG ND SEAL CRATING SHALL CONFORM
LATEST LINING AND SEA
WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATUALS ARE TO BE SUPPLIED BY THE
TO AIWA C1D4 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO
CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
>�'
BE CLASS C. ALL DUCTILE RON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AM
N:1�35r
C105/A21.5 -93 STANDARDS.
24.
INSPECTION WILL � ACCOMPLISHED BY A REPRESENTATIVE OF THE CRY OF RENTON. R SFW1 ff THE
E7
CONTRACTOR'S RESPONSIBILITY 70 NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE
� UDr AL
6.
HON FTTNR SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS.
CAST 8011 ND DICE
OF BACKFIWNG AL CONSTRUCTION. THE CONTRACTOR. AS WELL AS THE ENGINEERS, SMALL KEEP
3.8
WITH
AND IN ACCORDANCE WTH NSI /ANNA C110/A21.10 -87. CEMENT LINING SHALL BE N ACCORDANCE WITH
AS -BUILT DRAWINGS.
A +
ANSI /AAA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL
R
JOINTS, THE FR M SHAL IN ACCORDANCE WITH ETHER ANSI /MYTH C110- A21.10 -87 OR ANSI /AWWM
25.
CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTNG A D PURITY
P REI
C153 A21.53 -94. THREE (3) NCH TO 12 NCH ONYETER FIT1NG$ WINCH N1VE MECHAICAL JOINIIS
/6R
ACCEPTANCE PRIOR TO FINAL DE -N.
TO COR r
AND RANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AIWA C110/A21.10.87 OR A COMBINATION
OF ANSI /AIWA C110/A21.10.87 NO AN9 /AIWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE MTNG
26.
ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MWUFACHURED BY THE
WITH A MECHANICAL NCAL JONT(S) MAY BE WITH ARSI /AIWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING
STAR MANUFACPJRNG COMPANY OF COLUMBUS OHO, OR EQUAL, APPROVED IN WRITING; BY THE PUBLIC
WITH FLANGED JONF(S) SHAWL BE N ACCORDANCE WITH AIWA C110/A21.10 -87. ACCEPTANCE TESTING IN
WORKS DEPARTMENT.
ACCORDANCE WITH SECTION WM OF ANSI /AIWA SECTION 10-4.3 OF ANN/A1110 C110/A21.10 -87 SHALL
BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
27.
ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL
7.
GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DSC WITH BRONZE WEDGING DEVICE AND
MAT STREETS MAY BE SPADE CUT. ALL SURFACE C NCREIE, PAVEMENT, SWEWMLKS, CURB, GUTTERS, AND
MAWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN
O-RING STIFFING BOX (AWO M) OR OF RE81.IEiR SEATED TYPE (AMID C509). VALVES SHALL BE
EXISTING EXPANSION JOINT.
DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW UST
14, MUELLER COMPANY NO. A2390 OR M 3 H.
2B
A TEMPO9AR1' COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF NAIL MAMATON WITH A
110 Call S W011,111:11111111 Days
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1- 000 -4l4 -ilia
LPD ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.973.5344
• Checked for Compliance to City Standards
• Ct16FOw tiM. 14Ftmr'
• I/ I
PERMANENT, SEALED PATCH TO BE PLACED, M CRY OF RENTON POLICY, WITHIN 10 DAYS. CAL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FIAT. PATCH. •
29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SK41 BE ALL CHEMICAL PROCESS
IVES SHALL BE SCHEDULE 80 PVC PIPE SCHEDULE 40 IN UNIMPROVED AREAS MID SCHEDULE BO PVC
PIPE UNDER IMPROVED AREAS.
Ell 33I011iD1
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10305 Canyon Rd. E.
Puyallup, WA 98373
(253)845 -0048
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' CUT IN CONNECTION PER CDR 8112, INCLUDES: 20 0 10 20 _�
GV((W 121 8' COIIPIJNfS (W)
j 1 8-x80 TEE (FUWJ) 11 +62.2, 5.2' sew* r -�
14 a 6}�} RI -STA 12 +20.6, 12.1' LT
1 8' 22S BEND (WxW) SG-
cJ-..-. t rj4 8 SPOOL AS NECESSARY ((1� 8'x8' TEE (W) .. t8 RECONNECT IX WATER METER 8' 90' BEND W
r'TM 74671 I XlM 24En� EX.00IOING PER CDR 8065 (2 8' GY (W� 1 R/aI 25fity ITCH SIZE OF IX SERVCE LINE (1) 8'x6' NFDIICER (W)
:4 '• / t� T /J ' N 24478 { `per AILC �Qs� cua��, 8e SPOOL AS ECESSAR7' 71" cv- W 2;4.'1 A 6' SLEEVE
244. 5r , . 7Y I J J BLOCKNG PER COR 8085 1 / .2" ,.yh ' 254 G N:1
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- - - •y .. E:1�. AS NECESSARY
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7
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REFER TO ,,
PLANS FOR WATER SERVICES
HorizontW Cordrol
NOT TO SCALE
N 1754'57' E (SPXC)
31.57'
136.Br' (SPxC�
' r
FOUND W ASS DISK-1
W/Y N CONIC MON
IN CASE 7 -5-06
596.16' (?) 596.84'
N 1/'4324 E (M)
N 89'46'22- E (Y)-
174.95' (M) 175.00
FOUND BASS DISK
W /STAABURST IN
CONIC MON IN CASE
7 -5 -06
78.95 (P)(C}'
I•i Mo `( .1 2 , r
AFMM
TO MON AT INTERSEC
NE 10th ST t SUNSET BLVD
BASIS OF BEARINGS N 39'47'20' E (SPXM)
;M 1901.93' (SP)
1902.09' Y)
FOND PIN IN
CONIC MON IN
CASE 7 -5 -06
S
•a6 ow
N
FOUND BRASS PLUG I
W /PUNCH N CONC
YON IN CASE
7 -5-06
N 001522' E
121.51' (M)
FOUND TACK IN COW.
MON. IN CASE
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1456.70 CALL 1456.58 SP
N 0015'28' E 2653.10 SP
N 001657• E 2653.13 MEAS
N 0059'35' E 2653.08 CITY
FOUND PLUG d PUNCH
IN CONC IN CASE
SCN 398 8 -4-06
N 89'4844• E CALC
613.67' CALC
VII - 8 9X? Ata1W _ ! _ COIN ECr TD EX 6- WATER LIE
_ o _ - - -- _ 12 50
g� 18 LF 8' W 78.95 (P)(C)
- STA 12 +20.6, 6.1'
.7.
y er
PIP CDR 8085
For Continuation see shams 8\ of 9
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Water Main
Plan & Profile
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A6: w.3gsuo4 CD:w•33EDo2
Zanatta Townhomes
2210 NE 10th St
Water Main
Plan & Profile
10 -04 -2007
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