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Z rri in x IN CUNCREIE, _ _ _ _ _ _ _ _ EX. 8" WATER _ 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
IN CASE VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL
0 5 10 20 30 1-8" 45° BEND 2 REMOVE 48-HOUR LOCATORS 800-424-5555.
EX. 8" PLUG
(MJxMJ) AND CONNECT 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
EX CB SCALE 1 = 30'I II 1-8" GATE VALVE (FLxMJ)
' 25 25 ' I
ADS N RIM=412.46 a 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST
1 IE
1 " ADS S 405.84 IE 6 FEOOE Q I W > REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST
r H REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND
CONNECTION DETAIL FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
EX SSMH C
N.T.S.
RIM=412.33 YL EX CB 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN
8" DI N 407.06 IE I 21 > Q� • RIM=411.69 I AREA TO BE DEDICATED ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA
8" DI S 407.88 IE w � 0 TO CITY OF RENTON C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN
LL 12" ADS NE 408.29 IE
EX SSMH (/2 12" ADS SW 408.29 IE FOR ROAD RIGHT OF WAY ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH
p
RIM=412.38 I DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA
�1iT I 8" DI E 407.88 IE _j ♦"-) ICB EX SSMH C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
1 8" DI N 407.91 IE o RIM=414.65
'I'll mSHEDo (ADJUST SSMH RIM O 8" DI W 408.32 IE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF
8" DI E 408.75 IE THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN
= SEE CONNECTION ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY
1' 'P ��� 5' WOOD "TO NEW GRADE) V 3 DETAIL ABOVE 6' CYCLONE 6" PVC S 408.48 IE (NEW)
' ' ' ' POWER EASEMENT FENCE ; , _, FOUND 2 BRASS DISC WITH "X" °p
FENCE THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
REC. N0. 4043 86 12" ADS 'CULVERT _ GATES IN CONCRETE, IN CASE, 0.06'N S LX3 8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING
405.14 1 OF CALCULATED NORTH I , STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM
CYCLONE LINE OF PROPERTY w - w - v WATE SIpE WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M &
10' UTILITY EASEM N FENC BURIED CMPr, ,- ; Sp ASK EX. CURB & GUTTER H.
- - - - -- - - - - - - - - - - - - - - REC. NO. 81090205 f
5 CULVERT PV / o
897.2 .- - - - - - - - sea°24'48"E T `� mNE 9 th S
--- s I m 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST
------------- � 412. s 0-__`PVC 2JG EX. DRIVEWAY )
- - - - - - - - PRESSURE CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING
4' CYCLONE - -- _ s
FOUND �04' ���-----------------
_ ---- _ FENCE Gad ^' �--.- -3r (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES NTH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH
3
1/2" REBAR 1-FIRE HYDRANT ASSEMBLY -SEX CB S -� - -�'� s AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS:
& CAP 1-6 x8 TEE (FLxMJ) o R=411.75 s� / - -- - - OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON
MARKER BOARD / `
,. s OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
� 1-6" GATE VALVE (FLxMJ) � 12' ADS NE 4 .40 IE � �• : SSCO
1-8
1Mx4* ADAPTER (FLxMJ) ` A / N CID 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE
REDUCER (FLxMJ) \ / SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS
N 1-4 GATE VALVE (FLxMJ) IE=408.62 C /4 I FOR POSITIVE WATER
1 vX 1-25'f 6" D.I. CL52 37'- " D.I. CL52 IE=408.78 J �TJB _ TIGHTNESS UNDER TEST PRESSURES.
N I--
1' £n ` W/ THRUST BLOCKING/ P 9 3'-4` .I. CL52 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ.
/ , J w _�^- W WETLAND NUBLIR 0 3I 1� EX SIDEWALK TO REMAIN PORTION
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END
\ X / BUFFER EASEMEN ' SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO
WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER
M r
20' PRIVATE can 1-4 4 BEND MJxMJ) co
V INGRESS, W/ THR T BLO ING r WITH 1 /8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
�> I
1 EGRESS 2 �
\TLAND & UTILITIES MIN FF o ' ' 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW
;;
W 6 �� ER
-9 ASEMENT o� 412.00 MIN FF z OR APPROVED EQUAL.
412.00
WF-10 WF-8 I 140' 6` PVC "" " 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
7 1 WF-27�C \ I E �,/� GRADE '
7 1 W \ ( 25. 3 I R ASE REQUIRED j
CJ 1 0\21 - )�WF-11 WF-7 ` t ' P C oo 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
WF 20 _ co
`J (J, ` P WF-26 WF-19 \►� I + CO 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
�J o WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY
C J N WF-29 X( - ��WF-12 g /' / CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
Qb \ �IF-29 A� \ WF-14 -- - - FOUND 1/2" REBAR & CAP
\ � � � 5-.,..,. STAMPED "HANSEN 21464" -
`
\ ` 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
i
�� -18 L _ �i ` L-� WF-6 2+01.1 0.1'W DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT.
DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
J T ACT A _ CO 130'-6` PVC O W l -U�o \
j ANGLE POINT IS 1.1' E \ W -16 GRADE RELEASE REQUIRED
1-2" P MANEN 20 PRIVA CO 0D 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
OF WEST PROPERTY LINE IE=409.13
�r NA IVE GROWTH ��` WF-5 B.O. A EMBLY NGRES EGRESS 8 CLEANING OPERATION.
I ` & TILITIES \
P OTECTION WF-17 EA MENT 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING
\ WESTERLY LINE IE 408.81
(4) 3/ WATER \ PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH STORM EASEMENT ASEMENT METERS DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON.
REC. N0. 20030731004599 X F-4 1 R RU 4 FOUND 1/2" REBAR & CAP / THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE
NUMBER OF GALLONS PER HOUR AS LISTED IN CITY
ETLAND WF-3X ,� STAMPED "HANSEN 21464" % OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE
I 7,145 SF MI FF 412 00 2 MIN F 412.00 0'1'W / 2 HOUR TEST PERIOD.
6' CYCLONE .31 ACRES 10
30' FENCE A \ 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
-2� 6' WOOD \ X CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL
_ FENCE \ \ / BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS
_ _ _ _ _ _ _ / REFERENCED ABOVE.
- - - - - - - - - _ f o
_ \03 REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS
/ 20. APRE-CONSTRUCTION CONFERENCE IS RE
o / \ NOTICE IS REQUIRED FOR SCHEDULING.
FENCE LONE - - 381.69' WF-1 v �� j
S88'22'25"E 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
��� ` 1z
381.69' - � --
FENCE TRANSITION - - "'
❑
LEsMNO
EXISTING CATCH BASIN
OS
EXISTING SANITARY SEWER
®
EXISTING STORM DRAIN MANHOLE
EXISTING WATER VALVE
EXISTING WATER BLOWOFF
EXISTING WATER METER
POWER
POLE/STREET LIGHT
0
FOUND AS NOTED
-0'
MONUMENT AS NOTED
PORTION OF THE NW 1/4 OF SEC.
WATER NOTES AND SPECIFICATIONS 2003
5 E a 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR
R THE WATER UTILITY.
CITYOF RENTON., WASHINGTON 2• ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
Q A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
3 EX. 8" TEE (MJxFLxFL)
W/ PLUG 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
00 OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE
w EX. GATE VALVE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
17.5' UTILITY EASEMENT
LL 7' CYCLONE REC NO. 8006240435
18" ADS CULVERT J FENCE 10 HE CATED
403.82 IE rn EX SDMH
RIM=406.41
18" ADS N 403.77 IE
18" ADS S 403.86 IE
EX CB
RIM=404.56
18" ADS N 401.64 IE
18" ADS S 401.66 IE
5-35 1503
ULI
RECOMMENDED CHECKED FOR COMPLIANCE
Uj of V) Q w FOR APPRO TO CITY STANDARDS
3 BY` DATE IV- /3"yij
DATE
M N zz By DATE
SANITARY SEINER NOTES AND SPECIFICATIONS
X / / / 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
/ CONSTRUCTION.
7' CYCLONE / Z\ 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
FENCE / z AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
WETLAND DELINEATION I / \ RENTON.
/
BY ALDER NORTHWEST /
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF
THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
8. 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.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY
MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR
\BE APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL
NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY
NOTIFICATIONS.
\
25. INSPECTION WILL BE ACCOMPLISHED 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 BACKFILLING ALL
CONSTRUCTION.
\
THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
/ /
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR
TO FINAL TIE-IN.
9. 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
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
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.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT
STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT,
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
PLACEMENT OF FINAL PATCH.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL
BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
12. 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.
13 ALL PIPE AND APP R
U TENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN SxLJPE ���
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR �� C)F WAS
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM before you
OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED �� G'a
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED �4 co , 0
ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE UI 4 g.
AND BELOW THE PIPE. 1-800-424-5555
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR133 UNDERGROUND SERVICE (USA)
35, OR DUCTILE IRON CLASS 50. `SIGNALS AVOID CUTTINGUTILITY LINES. IT'S COSTLY
UNDERGROUND
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA. COVER MUST SLOPF IN Ali nIRFC:T1nN¢ TO KAercu Punk,(--