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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 CRY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / 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-SM-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 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALLBE95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH Cull 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) MAYBE 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 DEPAR
TMENTS RTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE 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 THE CONNECTION TO THE EXISTING WATER SYSTEM, THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
. P - 300.0
ID
PUBLIC WORKSDEPARTMENT
MARCH 2O10
INSIDE HOUSE
PREFERRED CONFIGURATION
5
co_T
3 10 8 10 4 2
FLOW
OUTSIDE FOUNDATION
5 6 9 5 SAWDUST FILL
24" MIN.
6"
2 10 3 10 8 10 4 2
FLOW
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
#
ITEM
AMT
1
90' GALVANIZED STEEL ELBOW
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85- 33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
8
3/4" X 1/4" X 3/4" STD, BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
I EA.
10
3/4" BRASS NIPPLE
VARIABLE
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
INSTALLATION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
PUBI.AC WOI.KS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING
STD. P - 340>5 DEPARTMENT VALVE ASSEMBLY(
` r1
MARC[• �,.1 J
MONTERRA
A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG i .„
WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE an. PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
JI IN UNIMPROVED RIGHT OF J
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
w LONG COPPER TAILPIECE. w
9" MIN ( SIDEWALK 0
12" MAX 0-a
ftf
FINISH GRADE
Z ¢ Ir TOUCHREAD WATER
o METER TO BE
12"
zx
SUPPLIED BY THE � -
36" MIN COVER N CITY >
TYPE "K" SOFT = o
22-1 /2' COPPER TUBING N n "
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8'0/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQ044, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
T 2-1/2" MIN. FROM NEAREST
ANDFRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
r Y PUBLIC WORKS 3/4" AND 1" WATER SERVILE STD. P - 520.1
DEPARTMENT
a a
ti0VliM13E1t 2000
SEDDINI3 MATERIAL FOR
SANITARY SEWER PIPE
,(SEE NOTE 5)
FOUNDATION LEVEL
KDOING FOR SANITARY SEWER as
NOTES
;
1. PROVIDE UNIFORM SUPPORT UNDER SARRREL"
2. HAND TAMP UNDER HAUNCHES.
3, COMPACT BEDDING MATERIAL TO 9SX MA)L DENSITY EXCEPT DIREGTI:Y
OVER PIPE. HANQI TAMP ONLY.,
4 Pi 1P� -
,N�TALt�TION ;SFIALL 8E PER SECTION � DS .0F THE
STANDARD SWICIF CAMONS..
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03190.)
OF THE STANDARD SPECIFiCA-vo i.S OR P .GRAIL.
% PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE: FI-OW
UNE IS MAINTAIMED.
7 TREhiCH IMDTH flAtl, BE PER SECTION 2 09:4 OF THE
STA, NQ iNI} Sf'ECIFIGAWNS.
. " •PIPE BEDDING
yf�c. ' SANITARY
aiSEWERS
F
I-" L /-\ IN
TO CITY
METER STACKED METER SECTION\-6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1- ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA 's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
T T
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4- DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
'r'
74" TO 2" DOUBLE CHECK VALUE STD. PI N - 340.8
` PUBLIC WORKS
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
C -ST IRON RING AND COVER
BOLT DETAIL
46• Ala) SM-
A'W (1 /B) +BEND .
PIPE MATERIAL As SPECIFIED
I
B',.THE B&EER
1. 8" AND B." CLEAN -OUT P3140S AND COVERS ON SEWER MAINS SHALL BE. EAST JORDAN IRON-WOOKS, Md.
No,. 3098 (PRODUCT 90, :00309903) 09 APPROVED EQUAL..CLEAN OUT SHALL 8E A WAITER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS. POUR AVif THICK 2!� W SQUARE
CONCREW. a -ASS 30Q0. PAOAROUND THE RING :AND COVER. ; .
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UrY OF RENTON
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PER Iip U16002091
SITE ADDRESSo 905 SUNSET BLVD NE
RENTON WA 9505
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 SPECIFICAl10NSI AS
W
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
1-
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SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
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2, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED
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IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
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BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING U11LIlIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
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TRUE AND CORRECT LOCA11ON 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
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BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
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ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
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WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
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WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
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6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
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CONSTRUCTION.
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7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
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8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
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0 TWF rnMTRA(TnR CUAII 17Rnunf:, TI-1F rITY nF PFNITMI WfITI-1 AM A4Z_PIIII T nRAWIMr OF TWF CAAIITARY CPIAIFR CVCTF'IA wwlr'W WAC
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.
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 SATISFAC11ON 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 COMPAC11ON 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 2' DIAMETER CONCRETE F
INU VUUKtU Al UKAUt.IN VAVtU AKtA, UUVtK MUJ I JLUVt IN ALL UIN
THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE
STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED
BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT
VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY
PURPOSE.
ECTIONS TO MATCH PAVING.
f�� E
I '"', EX, SEWER MAIN
PROPERTY LINE
F'---'-SEWR
TH AS NEEDED) zFir-
-1 STURE n FUTURE 4` SIDE SEWER.
2"x 4" STUD MARKING POST PAINTED
TEE )t G" TEE 6" CAP WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND-#B WIRE
W I WRAPPED AROUND THE STUD AND
S : EXTENDED TO THE TOP OF THE STUD.
1
i 6'X6®XW SURFACE CLEANOUT WITH CAST IRON RING AND COVEN
t (EAST JORDAN IRON WORKS PRODUCT, NO. 00347BO2 OR
APPROVED EQUAL, SPECIFY "SEWER" .ON URA
(SEE STD, PLAN 403.1 FOR INSTALLATION)
EAGLE THREADED CLEAN -OUT ADAPTER HUB
-----
BEND AS PLUG(OR• APPROVED EQUAL)
REQUIRED
E:IgSTING SKNITARY
MAill OTC.: IN OP
FUTURE 4" ."SIDE ;SEWER
6" SEWER .STUB �8"WSO"X8" WYE
�FUI.UIiE
SEWER MAIN :51ZR X B" TEE
A; 'ATRIA.ED *.AY MAIN - CUT IN ,A NEW PVC `TEE" USING 'STROOP-BACK.' FL 4OLE, CQUPPNQ$ (FERNCQ OR A10040146 EQUAL:
W, CONCRETE MAIN - CUT IN A NEW: PVC: "TEE" USING' "STRONG. -BACK" FFLEXI . CxPUNGFRNORAVio .E& LOlAL,
0. PYC ABC 1900: PVC MAIN - CUT IN NEW TEE USING RIGIO. COUPLINGS: 4IR CORE- ORILLED WITH .. ROIAAC SADDLE'.
(OR APPROVED EQUAL;).
D. DUCTILE IKON MAIN - GORE -DRILLED WITH A ROMAG SADDL.E (OR APPROVED :EQUAL)
E. MANHOLE CONNECTION = ALL CONNEC'RONS To MANHOLES, SHALL BE AT MANUFACTURED KNOCK-OUTS.OR THE STRUCTURE
SHALL BE CORE-4RILLED.
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Designed:
DPS
Drawn:
MRL
Checked:
DPS
Scale:
NTS
Date:
03.29.17
Job No,:
14038
Sheet No.:
9 of 14 Sheets
R-390608
I
S-390603 W-390602