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WATER UTILITY - GENERAL NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WIfl THE STANDARDS AND SPECIFICATIONS OF IHI, CITY OF
RENTON UTILITY DEPARTMENT AND THE LATEST CON OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED BY THE CITY OF RFNUN. A SET OF APPROVED PLANS SHALL BE KEPT ON Sr AT ALL TIME -S
DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET R1GHi -OF -WAY SHALL BE UMiTED TO 8:30 AM TO 3:30 PM ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
APPROVED THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS
CLOSURES PARTIAL DR FU SHALL 9E OVID BY E
U,
M ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 2 4 HOURS IN ADVANCE.
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.
FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1 -800- 424 -5555.
4. ALL WATER MAIN PIPE t0 BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR
LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR UNING AND SEAL COATING SHALL CONFORM TO
AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE
F -
R N PP HALL POLYETHYLENE WRAPPED PER ANSI AWWA C105 77 STANDARDS.
CLASS C. ALL DUCTILE 10 PIPE S B_
ANSI/
AWWA
PRESSURE RATED AS NOTED ON PLANS AND
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, E ,
IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE WITH
ANSI /AWINA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL
JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA
C153/A21.53 -84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED
JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA
C110/A21.10.82 AND ANSI /AWWA C153/0.53 -84 SUCH THAT THE PORTION OF THE FrFHNG WITH A MECHANICAL
JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN
ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA
C710/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC
WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM
WATER OPERAi114G PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY
NO A2380, OR M & H. ALL VALVES 12' IN DIAMETER AND LARGER, SWILL BE INSTALLED IN A VAULT.
SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80
WITH A 6 INCH k1T. AND A M.V.O. OF 5 INCHES, IWO 2 -1/2 INCH HOSE NOZZLES WiTH NATIONAL
STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMEFER 4.6263,
1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH
GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH
GRADE WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.,
9. ALL WATER MANS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS"
PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD. INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL,
2LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
'PIGS' SHALL BE CYLINDER. SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM
THE CLEANING OPERATION.
A. ALL WATER MANS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR
150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY' OF
RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE
IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON.
B. ALL WATER MANS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM NOT
BE PLACED CONCENTRATION) NHE PIE A LAAID.INCHLORINESSSHALLBE METERED/INJECTED OIN ACCORDANCE WITH
SECTION 7- 11.3(12)E OR 7-11-3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE.
10. A PRE CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN)
WORKING DAYS NOTICE IS REQUIRED FOR SCHEDUUNG. PRIOR TO SCHEDUUNG THE PRECON A PERMIT
INFORMATION SHEET MUST BE SUPPLED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE
WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT
OF MEETING-
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL
SERVICE AGREEMENTS, MEER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE
TO THE CITY OF RENTON.
13. ALL CONNECTION TO EXISTING MANS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS
WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER. UTILITY
SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND
BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY: THE UTIUTY DEPARTMENT 24 HOURS IN ADVANCE OF BACK FILUNG
ALL CONSTRUCTION. THE CONTRACTOR SHALL KEEP AS -BUILT DRAWINGS.
15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE: -IN
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE
STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER
UTILITY SECTION':
17, ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW. CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT
STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND
DRIVEWAY APPROACHES SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN
EXISTING EXPANSION JOINT.
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A
PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR
SUB GRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER
NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR.
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN
UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE.
SANITARY SEWER NOTES AND SPECIRCATTONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIHCATONS OF THE CITY OF
RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMER ICAN PUBUC WORKS ASSOCIATION, LATEST
EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. 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
5. A PRE CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION. IT SHAT BE THE CONTRACTOR'S S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF
THE UD DEPARTMENT 24 HOURS
H CONTRACTORS RESPONSIBILITY TO NOTIFY E LITY
RENTON. IT SHALL BET E
IN ADVANCE OF BACK FIWNG ALL CONSTRUCTION. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT OF MEETING.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR
THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWNNG OF THE SA,NroRY SEWER.
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. OR LICENSED
PROFESSIONAL SURVEYOR.
11. BACK FILL 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:
LEGEND
CURBING
RETAINING WALL
UTILITY EASEMENT
WATER METER/VALVE /FH ® 7K 0 ,-t
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFIELD
WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE
NN LK GUT WITH SXfl IN A I.VNIIN000S LINE. A TEMPORARY MIX PATCH MUSI BE PLACED IMMEDIATELY
AFTER BACK FILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
SHALL BE
PER CITY OF RENTON CURRENT STANDARDS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE DEPARTMENT
NT FOR THE PREVENTION OF ON SITE EROSION AFTER THE COMPLETION N OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL FOUNDATION IN ACCORDANCE WITH BE LAID ON A PROPERLY PREPARED 0
SECTION 7 -08 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG 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" ABOVE AND BELOW THE PIPE.
15- SANITARY SEWER SHALL BE POLYVINYL CHLOR I DE P VC R UBB ER GASKETED ASTM D 3034, STIR 35 ,
OR
DUCTILE IRON CLASS 50.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
NOTE
ALL NEW WARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEL K
COATED (SEALED) VM A HIM SOLD$ URETHANE COATINO WASSER Mc-CNSEAL OR PRE-APPROVED
EQUAL... COLOR OF COATING SHALL BE WHITE
5- ?9�LI01
KEY MAP
OWNER FACILITIES CONTACT
RENTON VOCATIONAL TECHNICAL COLLEGE
3000 NE 4TH STREET
RENTON, WA 98056
CONTACT: P:(425) 235 -2463 JOHN POZEGA
ARCHITECT
TEMPER ARCHITECTS
S .M. S
217 PINE STREET, SUITE 700
SEATTLE WA 98101
CONTACT: P:(206) 624 -2777 JERRY OSBORN
CML ENGINEER
COUGHLIN PORTER LUNDEEN
217 PINE STREET, SUITE 300
SEATTLE WA 98101
CONTACT: P:(206) 343 -0460 JEFF PETERSON, PE
SURVEYOR
TRIAD ASSOCIATES
11814 115TH AVENUE NE
KIRKLAND, WA 98034
CONTAC T: P .( 25) 4 821 -8448 LONNIE CARLSON
EXISTING REMOVE
EXISTING REMOVE PROPOSED
ASPHALT PAVING
WATER METER/ VAULT
OVERLAY
ASPHALT PAVING
CONCRETE PAVING
i I
BUILDINGS
E777 \
CONTOUR (INDEX)
- c - - - -- -100 -
CONTOUR
9 _98-
WATER LINE
_W_
STORM DRAINAGE LINE
ST -- -sr-
SANITARY SEWER LINE
- sS -- >>
POWER
-P- -P-
TELEPHONE LINE
T -T-
GAS LINE
c _G_
CURBING
RETAINING WALL
UTILITY EASEMENT
WATER METER/VALVE /FH ® 7K 0 ,-t
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFIELD
WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE
NN LK GUT WITH SXfl IN A I.VNIIN000S LINE. A TEMPORARY MIX PATCH MUSI BE PLACED IMMEDIATELY
AFTER BACK FILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
SHALL BE
PER CITY OF RENTON CURRENT STANDARDS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE DEPARTMENT
NT FOR THE PREVENTION OF ON SITE EROSION AFTER THE COMPLETION N OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL FOUNDATION IN ACCORDANCE WITH BE LAID ON A PROPERLY PREPARED 0
SECTION 7 -08 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG 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" ABOVE AND BELOW THE PIPE.
15- SANITARY SEWER SHALL BE POLYVINYL CHLOR I DE P VC R UBB ER GASKETED ASTM D 3034, STIR 35 ,
OR
DUCTILE IRON CLASS 50.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
NOTE
ALL NEW WARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEL K
COATED (SEALED) VM A HIM SOLD$ URETHANE COATINO WASSER Mc-CNSEAL OR PRE-APPROVED
EQUAL... COLOR OF COATING SHALL BE WHITE
5- ?9�LI01
KEY MAP
OWNER FACILITIES CONTACT
RENTON VOCATIONAL TECHNICAL COLLEGE
3000 NE 4TH STREET
RENTON, WA 98056
CONTACT: P:(425) 235 -2463 JOHN POZEGA
ARCHITECT
TEMPER ARCHITECTS
S .M. S
217 PINE STREET, SUITE 700
SEATTLE WA 98101
CONTACT: P:(206) 624 -2777 JERRY OSBORN
CML ENGINEER
COUGHLIN PORTER LUNDEEN
217 PINE STREET, SUITE 300
SEATTLE WA 98101
CONTACT: P:(206) 343 -0460 JEFF PETERSON, PE
SURVEYOR
TRIAD ASSOCIATES
11814 115TH AVENUE NE
KIRKLAND, WA 98034
CONTAC T: P .( 25) 4 821 -8448 LONNIE CARLSON
EXISTING REMOVE
PROPOSED
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217 PINE STREET - SUITE 300 P: 206/343 -0460
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CONSTRUCTION SEQUENCE .. i IE= 325.0 6" SO
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- --
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_ /
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COUGHLINPORTERLUN®EEN �+[j PLAN
S : A CONSULTING STRUCTURAL AND CIVIL ENGINEERINGCORPORATION LJ j, n j C4.2
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COUGIHLIN PORTERLUNDEEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
217. PINE STREET -SUITE 300 P: 206/343 -0460
SEATTLE, WA 99101 F: 206/343 -5691
FLL 7 FRiOil,,
,.I
P N6 KEYMAP RENTON TECWCAL COLLEGE SHEET
®eSy`� l at S.M. Stemper Architects, Seattle; Washington 98101
39 E�e� `' ' SANITARY SEWER PROFILE C4.3
�8�rorw, �,wt
' � —lag" / C k SCANNED FEB 15 2002
NORTHWEST 1/4 SECTION 8 TOWNSHIP 23 NORTH RANG 5 EAST W.M.
o PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.)
CARRIER PIPE STEEL PIPE CASING (MILL MAXIMUM DISTANCE BETWEEN SPACERS
MANHOLE FRAME AND, COVER NOTES: z -o CLASS 3000 (PVC, SDR 35) PIPE) OR DUCTILE IRON SHALL BE SIX (6) FEET O.C.
o } t 2' SEE DRAWING BR29 STEPS OR EQUAL. " � _M N'^ r ,.","N r nr^T'^"c ^ ooI /G SQUARES SPACE a
1. STEPS TO BE 3 4 0 DEFORMED BAR GALVANIZED SAFELY 3/4" SQ - 3/4" ��
g AS INDICATED - HT. 1 8"
~ & `O $ o 12' nrAZ. ) ADJUSTMENT (4" MIN.) 1
V) L. SIEPSS ARE 10 SE IN PLACE BEFORE MANHOLE SEI.iiViVS - - -q_3 /q'• ka
CONE ARE INSTALLED. �i ` 12 0
3. CASTING TO BE PER DRAWING BR29. FIBER JOINT J
RUBBER GASKETED JOINTS PACKING ONE SPACER SHALL BE PLACED ON
THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL.
IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST RAISE_? /2" 45' (1/8) BEND WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT
W o CONCRETE. Dna WIDE BORDER
BB _ SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT.
STEPS - 3/4° DEFORMED EAR
5. ALL JOINTS SHALL BE GROUTED.
a L, STEPS SHALL BE INCLUDED 12 BACKFLOW CASING W/ SAND AND GROUT OR SEAL END OF CASING WITH MANUFACTURED RUBBER
O`o r L:. • C4.6 ^ END SEAL DEVICE
°' W I CONCRETE RISER BY PIPE INC., 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
U r ^ ?' MIN. I OR APPROVED EQUAL
SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) CASING SPACERS (SEE APPROVED MATERIALS LIST)
a ® ' WASSER MC- CONSEAL OR APPROVED EQUAL; y
Z -y ✓e i ° 80 CARRIER PIPE DIAMETER 4" 6" 8" 10" 12"
COLOR OF COATING SHALL BE WHITE. 6 OR
a� 10l rl i -'T 4•• f �
I� ;-• U m 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE CASING DIAMETER 10" 12" 14" 16" 20"
0 j i MAX- PIPE SIZE - 'E' WITH ASTM C -443. STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25" 0.25"
✓ IU - S - - - PLUG TO BE SEALED
E
LADDER -STD. ALUMINUM 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SPACER BAND WIDTH 8" 8" 8" 8" 8"
IN SAME MANNER AS
U - MORTAR On H VllVIGLU 1111L DIAMETER OF THE LARGEST PIPE.
_ _ = MAIN SEWER JOINTS. ANTICORROSIVE COATING THICKNESS:
CONCRETE SHELF NOTES: CASING - 8 MILLS DFT
W E FILLET 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK NOTES:
E--4 a _ ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 1. IN UNIMPROVED AREAS POUR 1' -0" THICK 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE.
m PRECAST BASE SECTION 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES.
o- 19 RING AND COVER. 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE:
E
OR CAST IN SHELF.
- - IN PIPE WALL AT ALL TIMES.
A. MINIMUM 0.75' BETWEEN CARRIER PIPE BELL AND CASING I E
O t A. B. C• D. E.
48° MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUi RING B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS &TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION.
1 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 4. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER.
4 54 MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24° I.D. City of Renton Standard Detail BR28 -A City of Renton Standard Detail BW18 -B 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 'I Imo,, NITS
I E" PAN. L,,,;,�. 60" MH 60° B" MIN. 6" MIN. 42" MIN. 30° I.D. L+�:1 Sewer Mash 2 3. PIPE MATERIAL AS SPECIFIED Sanitary Sewer Cleanout 3 36" DIAMETER OR GREATER Casing Installation Detail
(Ja/� FFF��� S IE BY THE ENGINEER
Ij2 26 -3/8" ,'L_ IN (SF: N- ) LIMITS OF PIPE ZONE NOTES:
1/2" x 3" x 3/8" NON -SKID PATTERN 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
/ 25 -1/4" BACKFILL MATERIAL
CAST INTEGRAL ON TOP (SEE NOTE 5) ` r <,? i 2. HAND TAMP UNDER HAUNCHES.
2a 1.' CONCRETE CLASS C l 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
(SEE NOTE 8) CLASS A DESIGN)
�+ FOUNDATIQN LEUEL, + ( ( 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
O O o - 6 ` N OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
3 n } THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH EXCEPT FOR CLASS A
Z--� �-- t I /a" 1 I BEDDING. THE MINIMUM CONCRETE WIDTH .SHALL BE 1 -1/2 I.D. + 18'.
E..I 23_1 L 3 /a"
/4' w (SEE NDTE 4) LIMITS OF PIPE ZONE 5. TRENCH BACKBILL 'SHALL CONFORM TO BACKFILLING SEWER TRENCHES" IN THE
F„y W a SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT, THAT ROCKS
OR LUMPS LARGER THAN 1 PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
33 -1/4" BACKFILL
(SEE NOTE 5� 6( CLASS B, C, D, DESIGN 6. STANDARD DSPEC F CARONSF�ORRTHDE MATERIAL SPECAFICATIONSES SECTION OF THE
SECTION A -A } (CLASS
_R( 5/8 3/8° t -3/8" c BEDDING FOR RIGID PIPE
FRAME (NON - LOCKING, COVER NON - LOCKING, 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
.c BEDDING MATERIAL ) STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
� ` 2" FOR RIGID PIPE a
FOR 5/8 " -11 N.C. x 1 1/4" - (SEE NOTE 6 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
d n „ /, o •n l ) ) MAINTAINFn
o.. -.. -- - -r -
x ` 3/4" CORE (TYP.) ON 23" B.C. (SEE NOTE 7) City of Renton Standard Detail BW18 -C
Ng DRILL AND TAP 5/8--11 N.C. / " (TYP.) (LOCKING) City of Renton Standard Detail BR29 a * A - 46'MMIN.20VERD.27NDDUNDER �,,,,I,,l; Sanitary 8
0. e�8 1 -1 2 CORE TYP. FOUNDATION LEVEL PI Beddi tQrSewer PI
FRAME (LOCKING) ON 23" B.C.(TYP. 3 PL.) COVER (LOCKING) Sanitary Sewer Manhole Frame and Cover 6 ( or9
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1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL
2" RAISED LETTERS AS 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
REQ'D. SEE NOTE No.3 BELOW 3. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN "ON COVER),
UNDERSIDE SHOWN FOR CLARITY SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
FOUNDATION LEV EL;-
�\
BEDDING MATERIAL.
Fna FI rYIRI F PIPF \
'.
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS.F
LIMITS OF PIPE ZONE 4" MIN.
( A 1/4 1.D. * * ZERO
12" MAX.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D.
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0. e�8 1 -1 2 CORE TYP. FOUNDATION LEVEL PI Beddi tQrSewer PI
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217 PINE STREET - SMITE 300
SEATTLE, WA 96101
P: 206/343 -0460
F: 206/343 -5691
A CONSULTING
STRUCTURAL AND CIVIL
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COR SSMH # 9072 .� 7 101 / /
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CTR CHANNEL 7 IN DI SSi1H IN WNTRACTOR I
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IE= 325.0 6' SD /
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SM #3 -W I
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E= 321.9+ - EX 8' (IN) E IE =320.8 AT
E= 321-9f- 6' OT)N S MID CHANNEL
E= 320: 8'
CONTRACTOR TO FIELD VERIFY
'IE" PRIOR TO CONSTRUCTION.
SEE RECOMMENDED SEWER
INSTRUCTION SEQUENCE.
PROTECT EX UTIM
11NNNEL (TO REwm
SSW
RIM= 332.23
E= (PER of I1EC=)
� NOTES SANITARY SEWER LOCATlED
wR�"�" i' ON SITE IS A PRlVATE SYSTEM
UNTIL NEW E �
IS ON LINE �
BLUNG 7
� BRICK BUILDING
� FF ELEV= 330.62 (S.W. ENTRPJiCE)
� FF ELEV= 333bG (S.E. ENTRANCE]
rA
RECORD DRAWING
O
THIS RECORD DRAWING CORRECTLY REPESENTS AN ;,* 4L. o ,
AS -BUILT �IIRvEY Of THE UTILITIES SHOWN �'
HEREON_ .Y .
4
fir �alm
w1
19_ MAY 2W4
ORIGINAL DESIGN BY: COUGHLIN
PORTER
LUNDEEN
217 PINE STREET - SUITE 300
SEATTLE, WA 98101
_ P: 206/343 -0460
i F. 206/343 -5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
I
I
i
SEE SHEET C1.0 FOR SANITARY'
SEWER CONSTRUCTION SEOLE ICE.
SOW 7W4
1 �
MM= 330.35
E= 326.36
e' �= 3316.97 8
S
-33. 6' E) / r
�\ SCALE 1 = 20
FP
so
0 CONC 9DERWX -
ms _
It SOMH 7340 SSMH 73M � �• 8"SS
'SS
RN= 331.13 mm= 331.69 -
E= 325.78 8' E= 322.20 8• (NMI, q
120SD -
C8 7339 12'SD gpl 120SD -
ms-- 328.877 8' { N ) \
E >
,v l , CB 133r . -
INSTALL STORTZ _ - Rii= 331.60 CO 7333 / ,r
-� - - r ' E= 329.68 8' {N) RM1� 331.78
ADAPTER ON EX - E= 336.98- 8'
12'PJ FM FIRE HYDRANT
i
wv 90L
10'wCB 7292 333
wv / r�
E= 325.93 18' (N)
loty
I j 60L WL
-
/ \41Y _ 12b 1 12b 14b 14-0 14b
` G \ T T T 1 12 T 4'W SS _ _ 12b
N=509,25716362 cA► _ ,? -- ---- -T T t
1,635,9 4.9840 1 _ '
C8 7525 RM1= 331.11 FOMH 335
MM-- 326.25 E= 324.60 12'
``'
E= 324.81 ( � _ .. . _
E= 323.00 6' (w /S) � / 8'
SS 7331
1 ' SD SD
/ T 1 T \ ..
( 1 T TMH
1 �
\ 1 FBW FBW
5D SD W= .09
_t E= 328.15
T T
SSMH EN 29 T T
STA 21 +14 5' It N89'13'02'# W.93,
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