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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST SO WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. TH E CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM TH E CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
Y a STD. PLAN - 300.0
�,►_� PUBLIC WORKS WATER PLAN GENERAL NOTES -- --
DEPARTMENT
MARCH 2O10
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON
SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS
ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILL ING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS"
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY.
S 364003
A PORTION OF SEC. 4, TWP, 23 N., RGE. E., W.M., KING COUNTY WASHINGTON
�- FEXISTING WATER LINE
TESTING DETAIL
Y -I-- EX.ISTING WATER L:NE
I
FINAL CONNECTION DETAIL
i
I
PLAN VIEW
LINE
VERTICAL CROSSQIJxFL) FOR PDLYPIGGING
LINE BLIND FLANGE ON TOP WITH 21TAP & 2"PLUG
ONF BL.IN� FLANGE ON 30TTOM
ONE CMJ> PLUG WIIH e" IAP & 2" IEMPORARY BLUW-LJF
TFMPORARY BLOCK
COUPLINGS
N-DFF
\ ` AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
1 REMOVE TEMP BLOCK & BLD'w-OFF & CONNECT
WITII SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY C[TY FORCES
EXISTING 'WATER LINE
-
�r1®� I'L3LIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN 300.3
lI P"R7 111:1v r IN -LINE TEE & TWO VALVES
hSAI Cii `"00
UTILITY SPECIFICATIONS:
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE
CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM T DIAMETER CONCRETE RING
POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
NO.
REVISION
7' 1
EXISTING WAT- R
EXISTING TEE_. C
DC NCT DISTUR'
+ 1 n _.T..
DETAIE
JVATER -INE \
r
V=RTICAI_ CROSS (M xFL) FOR PGLYP'GGiNG
1 - BLIND FLANGE ON TOP ,1VITH 2'"TAP & 2"P_UG
1 -GLIND FLANGE ON BOTTOM
1 -F LUG(MJ) '012"TAP & 2" BLOW -OF
TEMP. BLOCK
FINAL_ CCNNECTIICN DE -AIL
T. IvATFR IIINt
NEW WATER LINE �
i
0 )
AFTER ALL TE-,T!NG, CLEANING BY PO_YPIG AND DISIN-7EC:TION,
REMOVE TEMP. BLOCK & BLfl'd;�-CEF & �CCNNECT
-C FXISTING `JJATFR I_INF +WITH SI FFVF (M,1)
AND G.I. SPOOLS
FINAL CONK'-CTION BY CITY FORCES
-
I't,BLIC WORKS CONNECTION TO WATER MAIN STD. PLAN 300.5
DF7DARTMENT EXISTING TEE OR END LINE CAP
NI? vCH ?0.10
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A'
B'
`C'
D'
`E'
48 MH
48
6" MIN.
5"MIN
24" MIN_
21" 1. D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
60
8" MIN.
6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
opt �.n STD. PLAN - 400.1
+ + PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
�p t0 SEPTEMBER 2011
SURVEYED:
DESIGNED: J. KELLY
DRAWN:
TDS
1 1 CHECKED:
D. NASON
BY DATE APPR N"wvw:
D. GAVI N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAw 1988
HORIZONTAL NAD 1963/1991
DATU M
POST INDICATOR
PRECAST CONCRETE VAULT WITH .3 - 3'x 3'- ONE EACH SIDE
HINGED STEEL PLATE COVERS. DIMENSIONS 4" ADAPTER, FL.x SCREWED
5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY
VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL.
TOUCH READ PIT LID SENSOR --�
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA. 6" PIPE FL.x
DRILLED HOLE IN COVER. FL. 2'-0" LO
THE BY-PASS ASSEMBLY SHALL BE \
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY. 1B" FOR 10" ASSEMBLY
5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY
WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3'-0"
CITY PRIVATE 11'- 2
z PIPING PIPING
a
TEE (MJ x FL)
3'-2"
GATE VALVE (FL x MS) 1 " 21 6" 90' BEND FL.
5'- 8.. 71
-TO CITY MAIN
12" ALL AROUND / 2'- 6.,
CONCRETE
BLOCKING
ALL DETECTOR DOUBLE CHECK VALVE
10", 8" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT
PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN
COCKS. AND APPROVED
FROM P.E. CROSS -CONNECTION CONTROL
10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF
S"- 3'-6" LONG HEALTH LATEST APPROVED LIST.
6"- 4'-0" LONG
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESILIENT SEATED
SHUTOFF VALVES.
10". 8", OR 6" FLANGED COUPLING
ADAPTER EQUAL TO ROMAC.
(2) 2 r HOSE VALVE -
TOUCH READ PIT LID SENSOR MOUNTED
ON STEEL PLATE COVER THROUGH 2" DIA.
NOTE: DRILLED HOLE IN COVER.
3"
i. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
(2) 2 F HOSE VALVE
2. 4" AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17
1/2" FOR 8" ASSEMBLY 18 LI
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 2' 6'
VALVES AT THE TIME OF INSTALLATION TO CENTER 1/2" FOR 6" ASSEMBLY
THE PIPE IN VAULT OPENING. AFTER COMPLETE
INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL/4" IR WITHS
TR-PL METER WITH 7'-2"
AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER
4- INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
5, AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE .2'-it"
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED 4' PIPE AND ELBOW
TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE.
COMPACTED FOUNDATION -
6. INSTALL BRASS Ya" FLARE TEST COCKS WITH Y<" GRAVEL
FLARE CAPS.
4"x 2 112" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE EQUAL TO GRINNEL
FIG. 1682 WITH HOSE CAPS FIG. 1333.
- 6" SWING TYPE GRAVITY OPERATED
CHECK VALVE, FL. EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
GROUT (TYP.)
6" PIPE, FL.x FL. 3'0" LONG
6"& 8" ASSEMBLY. 6" SHORT
m RADIUS 90' BEND FL.
10" ASSEMBLY 90' 8"X5"
REDUCING BEND FL.
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
10"•0',6" FL x MJ ADAPTOR
1D" ASSEMBLY 10"00%8"TEE FL.
8" ASSEMBLY 8"x8"x6" TEE, FL. 6"
ASSEMBLY 6'x6"x6" TEE, FL.
1D 8", OR 6" GATE VALVE, FL.x MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE (MUELLER CO. OR
EQUAL), PAINTED RED.
10", 8", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
36
PIPE
x S
6" 90' BEND FL
GALVANIZED
STEEL LADDER
`ADJUSTABLE STEEL PIPE SUPPORT, I
STANCHIONS BOLTED TO FLOOR.
ti�Y o PUBLIC WORKS 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
®
+ � + ASSEMBLY WITH STANDPIPE OUTSIDE
DEPARTMENT
INSTALLATION
�NTo MARCH 2O10
GATE VALVE
n,_
TO BUILDING
THRUST
BLOCK
GRADE
2- 1 "0 RODS
PIPE MATERIAL AND FITTINGS
VAS PER SPECIFICATIONS
2cj//!2 Civil Engineers
S , �,� Structural Engineers
OF WASg2Nc Gf Landscape Architects
Community Planners
F Land Surveyors
Neighbors
�:-
�WIGIST
SIONAL ■
POST INDICATOR VALVE - - - -
NOTICE TACOMA SEATTLE
NOT TO SCALE ALTERATION OF 1HIS DOClA"T SHALL INVALIDATE THE PROFESSKNAL SEAL AND SIGNATURE. PUBIJCATION OF 2215 North 30th Street, Suite 300, Tacoma, WA 98403
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
DMNEIMP RIGHTS IN IT. THIS DOCUMENT IS FOR USE 253.383.2422 TEL
NANDFISS NOTE TO BBEE CUTSEI
SED F qua ERE; ULOCK
OR 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
ADDITION TO THAT PROJECT OR FOR ANY OTHER PRO,ECT. 206.267.2425 TEL
DATE:
CITY OF EARLY CHILDHOOD LEARNING CENTER 6-22-2012
RENTON
RENTON SCHOOL DISTRICT °DBOOK:
PAGE -
DRAWING NO:
Planning/Building/Public works Dept. SANITARY SEWER AND WATER DETAILS C8.4A
SHEET: OF,
49 52
el L
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