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WESTERLY LINE
STORM EASEMENT
REC. NO. 20030731004599,
6' CYCLONE /
30' FENCE
4' CYCLONE
FENCE
FENCE TRANSTTTON
❑
EXIS�TINGpCATCH BASIN
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SEC. 10, TW N. 2 3 N., R N G 5 E., Wm
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
CITY OF
RENTON, WASHINGTON
2 . ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE Y RENTON
G /PU
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND
S D
a 1-8" TEE (FLxFL)
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
a 3 -8" GATE VALVES (FLxMJ)
A SET OF APPROVED PLANS SHALL HE KEPT ON SITE AT ALL TIMES. DURING CONSTRUCTION.
H...
3 2 -8" LS SLEEVES
W/ THRUST BLOCKING
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
OTHERWISE APPROVED N WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301 THE POLICE DEPARTMENT, FIRE
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DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
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rvun x IN CONCRI IE,
_ _ 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.
--'
48 -HOUR LOCATORS 800- 424 -5555,
0 5 10 20 30
--
1 -8" 45" BENI) 2'
(MJxMJ)
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE- CONSTRUCTION MEETING.
Ex c6
RIM= 412.46
SCALE 1" = 30' I
25'
25' (:
'a
0
6. ALL WATERMAIN PIPE IS TO CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C11T AND C111 OR LATEST
"
1 ADS N 405.81 IS
6' WOOD;,
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REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING .SHALL CONFORM TO AWWA C104 OR LATEST
11- ADS S 405.74 IE
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FENCE
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DETAIL
REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C, ALL DUCTILE IRON PIPE AND
( .CONNECTION
FITTINGS SHALL BE POLYETHYLENE WRAPPED PER. ANSI /AWWA C105/A2L5 -93 STANDARDS.
EX SSMH
RIM =41 °1
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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 IK
>
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EX CB
AREA TO BE
ACCORDANCE WITH ANSI /AWWA C710/A2L10 -87. - CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA
a
8" DI 5 407.88 IE
le
RIM -41169
.DEDICATED
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
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12" ADS NE 408.29 IE
FOR ROAD RIGHT OF WAY
ACCORDANCE WITH EITHER ANSI /AWWA C1107A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH
-
RIM =41238
j. (
iA
72" ADS SW 408.29 IE
DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI AWWA
ANSI/ AWWA
Dt E 407.88 IEI>
ICB
EX SSMH
CNO/A21.10.87 OR A COMBINATION OF ANSI /AWWA C710/A21.10.87 AND ANSI /AWWA C753/A27.53 -94 SUCHHATHE
H" DIN 407.91 IE
°
IL. '��
RIM= 414.65
I
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE 'WITH ANSI/AWWA . C153/A21.53 -94 AND THAT PORTION OF
SHEDB
(ADJUST SSMH. RIM
SEE CONNECTION
8" DI W. 408.32 IE
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
/
zl }`
TO NEW GRADE )
V 3 DETAIL ABOVE
6' CYCLONE 6" PVC S 408.48 IF
ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OFANSI /AWWA C710/A21.10 -87 SHALL BE OBTAINED BY
I
5' WOOD
-
cd
NEW
( )
FENCE
THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
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fAE --
6E NT
FENCE
FOUND 2" BRASS DISC WITH ' X
m
43$986 12" ADS'LxULVE RT.
IN CONCRETE, IN CASE, 0.06 N
GAT
S
-- ' 3 4" SERVCE TA�TYP.
S. GATE VALES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING
405.14
� � -- •ii --
OF CA •'�°
LCULATED NORTH
I
°�
STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA 0509). VALVES SHALL BE DESIGNED FOR A MINIMUM
LINE OF PROPERTY
�'-
WATE
"'• SrDE
WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M &
10' UTILITY EASEM
FENNE
BURIED CMP " -
p
._
ILK' EX. CURB & GUTTER.
H.
REC. NO. 81090205 5
CULVERT T J PV
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588°24'48 "E
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9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING. WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST
- -' -- --- - - - - --
- _ _-
- --
30'� PVC
EX. DRIVEWAY
PRESSURE) CONFORMING TO AWWA C- 502 -85 `WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING
_
4' CYCLONE
- s
(MVO) OF 5-1/4 INCH TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH
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WESTERLY LINE
STORM EASEMENT
REC. NO. 20030731004599,
6' CYCLONE /
30' FENCE
4' CYCLONE
FENCE
FENCE TRANSTTTON
❑
EXIS�TINGpCATCH BASIN
OS
EXISTING SANITARY SEWER
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FOUND AS NOTED
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MONUMENT AS NOTED
-------------- --- _ - - -_ __FENCE g GAS, ^"x` ^33Dp,, 8 '- -- ._. _ _ AND ONE 4 INCH PUMPER NOZZLE WITH THE 14EW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS:
\ 1 -FIRE HYDRANT ASSEMBLY c OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON
\.1 1 -6 "x8° TEE (FLxFL) 03, " R =411.75 .,, / : , °^ "; ; s OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
1 -6" GATE VALVE (FLxMJ) 12ADS HE 4 40 IE SSCO
1 -8° ADAPTER (FLxMJ) 4 / CO 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE
1 -8 "x4" REDUCER (Z FL) / C - SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS
\ 1 -4" GATE VALVE (FLxMJ ) IE= 408.62 I IE =408.78 FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
{ 0'•• " D.I. CL52
�(tJe -
1-25'1 6" D.I. CL52
it. THE 4INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, INCH W/ THRUST BLOCKING \ 3'�4" .i. CL52 N SEATTLE THREAD X 5 INCH STIED
I
EXI SIDEWALK TO REMAIN ( STORZ ADAPTER SHALL BE FORGED AND /OR. EXTRUDED 6061 -T6 ALUMINUM ALLOY HARDCOAT ANODIZED. THREADED END
50 WETLAND R kY6 PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART STORZ FACE TO BE METAL, NO GASKET TO
® BUFFER EASEMEN ( H WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER
/ C ` ( i -4" 4 '
BE
JxMJ) I m ( I WITH 1/8 INCH, COATED; STAINLESS STEEL, AIRCRAFT CABLE.
V ZO° PRIVATE i W/ THR T BLO ING I (S
INGRESS, EGRESS :i" oO 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW
BUFFER ASEMENT 412.00
50' WETLAND &UTILITIES ��' MIN FF ( ( OR APPROVED EQUAL.
-9 MIN FF
412.00
WF 10 \ WF -8 �'X )_ I ( 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
`/ tao' s" Pvc
WF -27%< \ 0 0. OR GRADE
?3 I R ASE REQUIRED - _
y� PoF�2 WF -7* C P C w I - 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
WF -20 _ WE -11 ro /
WF 28 WF -19 \ \ 1 Y ( ;� C0 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
''.''gyp, \ \\ MIN. "` 5 i - -- ± WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY
WE_2c I aC ---- �CWF -12 BUFFER CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
FOUND 1/2" REBAR &CAP
F WF -14
T
�l`v�F -29 0 � t-
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TAMPED "
\ � c E HANSEN
21464"
ANGLE POINT IS 1.1' E
OF WEST PROPERTY LINE
18" ADS CULVERT
403.82 IE
N p RECOMMENDED CHECKED FOR COMPLIANCE
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FOR
�,APPROVAL
. CITY STANDARDS
3 By f \V7m0 �N�(A1��'�16��I. DATE 7 "»
BY DATE -7 114 10q
Cs N
Z BY
9_14
r 4 / \ 16 ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS PRIOR TO
WF-6 L ' "4'' - - 2 +01.1 ( N 0.1'W I \ 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.
A
CT /� � � � � CO � 730'8° PVC ®.50%
1� /«j A W -16 \ Z -2" P MANEN 20 PRIVA CO f w GRADE RELEASE REQUIREDI 77. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
XX lE =409.13 d.
IVE GROWTH / \ WF-5 8.0. A EMBLY � NGRES EGRESS \ CLEANING OPERATION.
\ & TILITIES 4
? OTECTION WE- 17 Xs \ EA WENT IS 881 \ 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING
X PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH
ASEMENT ^ \\ F-4 FOUND 1/2" REBAR & CAP / THE QUANTITY WATER PRESSURE FROMGTHE SHALL BE MAIN SHALLE NOT EXCEEDS THE ENUMBERROF GALLONS PER FH HOUR AIS LISTED IN OCITY
TLAND / \ / WF -3 STAMPED "HANSEN 21464" y OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 113(17). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE
\
7,145 SF .1'
MI FF ^/ MIN F 0W 2 HOUR LEST PERIOD.
.31 ACRES � � 41200 L �
°oq 412.00 / 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 RPM (MINIMUM CONCENTRATION)
-2)C 6' WOOD \ \ CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL
7 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.
20. APRE- CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS
NOTICE IS REQUIRE FOR SCHEDULING.
381.69' WE-
6N \ / X 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
S88^22'25 "E 381.69'
17.5' UTILITY EASEMENT 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
7' CYCLONE / CONSTRUCTION.
� FENCE REC NO. 800624043
TO- BE- OAZATED ----- 7' CYCLONE / / �\ 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
rn E% SOMH - FENCE / AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF
N "+ RIM = 406.41 " "' " "' "" WETLAND DELINEATION \ RENTON.
18" ADS N 403:77 E BY ALDER NORTHWEST
18" ADS S 403.86 IF 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY
E% CB ( i / BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL
RIM = 404.56 NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY
18" ADS N 401.64 IE
S=35 150 ' NOTIFICATIONS
78" ADS S 401.66 IE -
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 BACKFILUNG 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.
SANITARY SEWER NOTES AND SPECIFICATIONS
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, . THOROUGHLY TAMPING. EACH LAYER TO MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. 016 MAT.
OVER PIPE SHALL BE THE SAME AS DESCRIBED. STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER 1D. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON $HALL E WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT 29, A TEMPORARY COLD MIX ASPHALT PATCH SHAW BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT,
STANDARD SPECIFICATIONS. SHALL BE NEATtJNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY. WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACEMENT OF FINAL PATCH. «
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS,
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO 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
AVOID DAMAGE OR DISTURBANCE. BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS. AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.'
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ME MEANS, METHODS AND SEQUENCES OF 12, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SATISFACTION IO THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
SITE..
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN PEP ��"
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ACCORDANCE BRIDGE SECTION 7 OF THE CURRENT STATE OF CESSAGTON. STANDARD LING O SPECIFICATIONS FOR OF WAS' before you
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED N p� o
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED N m x
PRECEDENCE OVER ALL OTHER PLANS. ON A UNIFORMLY DENSE, UNYIELDING BASE, PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE , AND BELOW THE PIPE. 1(D
p 0� -424 -5555
D1g.
1
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER +
CONSTRUCTION IS IN PROGRESS -8 14. SANITARY SEWER PIPE SHALL BE POLY 35, OR DUCTILE IRON CLASS 50. VINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SUN 1 33 y6' AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA)
t
6. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ORAL � .UTILITY LINES. N'S COSTLY
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED: BY A LICENSED 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR, F S ED
INI H GRADE.
IN
PAVED
AREA, COVER
MUST
SLOPE IN
ALL DIRECTIONS
TO MATCH PAVING.