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12- MA 24 ADJUSTMENT (4" MIN.) 1, STEPS TO BE 3/4' M DEFORMED BAR GALVANIZED SAFETY (6. NOTES...
-F - STEPS OR EQUAL I. STEPS TO BE 3/4" 0DEFORMED BAR GALVANIZED SAFETY
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ARE INSTALLED. 12' MAX 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
3. CASTING TO BE PER DRAWING BRZ9. ARE INSTALLED.
RUBBER CASKETED JOINTS iD 3, CASTING 70 BE PER DRAWING BR29.
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
Y IN ACCORDANCE ON ASTM C -tai CONCRETE- : - 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
LJ C. 5. ALL JOINTS 94ALL BE GROUTED, 24" ,a CONCRETE.
Lli STEPS - 3/4' DEFORMED BAR 6. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR 5. OPENING SHOULD BE ON DOWNSTREAM SIDE..
STEPS SHALL BE INCLUDED SURFACES, INCLUDING ONANNEUNG, COATED (SEALED) 5. ALL JOINTS SHALL BE GROUTED
6 -1 2* WITH A HIGH SOLIDS URETHANE COATING; O ® 7. SANITARY SEWER MANHOLE$ SHALL HAVE ALL INTERIOR
(..) O l^ / CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; 12„ O VAT14 ES, INCLUDING CHANNELING, COATED (SEALED)
vJ 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. iY WA A HIGi. SOLIDS URETHANE COATING;
r J. 'A' ]. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE i WA MC- OONSEaL -- ..:APPROVED EQUAL;
Q 0 WITH ASTM C -443. RUBBER OF COATING SHALL BE WHITE.
Z Q 8. CHANNEL HBGTT SHALL A MINIMUM OF 3/4 THE INSIDE ?' 8. RBBE CASKETED JOINTS SHALL BE IN CONFORMANCE
DIAMETER OF THE LARGEST PIPE. WITH C -443.
1 > 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3 4 THE INSIDE
AX. PIPE SIZE - *E' 9. CONNECTIONS TO MANHOLE SHALL BE. MADE USING GPK 4' Sa' DIAMETER HEIGHT HT LARGEST PIPE. /
Q W IZ QTPI ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 1z� 10. CONNECTIONS TO MANHOLE SEIALL.BE MADE USING GPK
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C . -:.'a -. - i `2 "x 4" STUD SERVICE MARKER PAINT UPPER
1 3. IRENaG BACIDiLL SHALL C(NFTN6A RI'•BAOtRMNC SE'AER TRENCHES' N. ME
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'j OR LUMPS LARGER THAN 1" PER FOOT. OF RPE DIAMETER SHALL NOT BE USED IN THE .- WORDING 'SEWER' WTN S' HIGH BLACK LETTERS.
Do BACDTLL MATERIAL. w AND 96 WIRE WRAPPED AROUND THE STUD AND
6" SIDE RAND BUILDING 5 MFR '
\ 6. SEE ' "BEDDING MATERIAL FOR RGO PPE' N THE AGGREGATES SECDQN OF ME no EXTENDED TO THE 70P OF THE. STUD.
W (SEE NOTE 4) OMITS OF PIPE ZONE STANDARD SPECRGflWS FDR THE MAIFMK 9'ECHKAnMS a
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® �' •C STANOARD SPECRCAna PON TIE'MAIUVAL BPEDF VONS. MEN CONNECTING TING W SIDE SEWERS T WITH TING MSS STEEL BANDS
_O (SEE NOTE 5) WHEN CONNECTING NEWSIOE SEWERS TO EXISTING MAIN.
Q. 8 PIPE MUST BE ANORWO N SUCH A MAKER AS TO ENSURE ROW NNE 5 -
BEDDING MATERIAL MANTANED. 60" ALLOWABLE MA%. - VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 07 PIPE AND Cl
FOR PoGD PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED.
(SEE NOTE I - FOR CAST W IRON PIPE
_ OR DUCTILE IRON PIPE.'
E FOUNDATION LEVEL ®axGttas Desca - Z
1:3:5 MIX a -� •LNG
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1' -0" C 3 /4.O.D. I/2 D.D. 1/B am O.D. - 6" MIN. C - SEWER MAIN
SEWER MAIN
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M FOR FLEXIBLE PIPE a B" rwa. DWFR 2Y I.D. ELEVATION STANDARD SIDE SEWER INSTALLATION
II (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER (SEWER MAIN TO PROPRIM LINE)
FOUNDATION LEVEL ADOPTED NOTE: Y ADOPTED
2 B p O CITY of oRrlao UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM. 25' COVER AT PROPERTY a GTrY or RMFRN
c M MAMmRO INUNII LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER. IS LOWER. M "MARD PLANS
y.. (CLASS F DESIGN) P 4 1sT ma: A/N7 P • w OAM u/90
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JOB NO. 147 -012 -05
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WATER GENERAL NOTES
1. ALL 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 LIMITED TO 8:30 AM TO 3:30 PM
ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS
AT 235 -2631. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS 73 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT
OF WAY.
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 TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110
AND C111 OR LATEST REVISION. THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL
COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON
OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL
BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS.
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED
ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE
IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90. 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 -87 OR ANSI /AWWA C153/A21.53 -94. 3 INCH TO 12 INCH DIAMETER
FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE
WITH ANSI /AWWA C11o/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND
ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL
JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -94 OR
WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR
AND TRANSMITTED TO THE OWNER.
6. GATE VALVES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEV I CE AND O-RING STUFFING 60 X (AWWA C500 ) OR OF RESILIENT SEATED TYPE (AWWA C509)
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING 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, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR
12" GATE VALVE ASSEMBLY VAULT A N D 1" BYPASS INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE
(OPENING AGAINST PRESSU R E) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCHES, TWO 2 -1/2 INCH HOSE
NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH
PUMPER NOZZLES WITH THE NEW SEA TT LE PATTERN 6 THREADS PER I N C H ,
60 DEGREES V.
THREADS, OUTSIDE DIAMETER OF M A LE TR EA D 4.875 AND ROOT DIAMETER 4.6263. HYD RAN TS
SHALL HAVE A 1 -1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
(LEFT)_
THE TWO 2 -1/2" HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT_ CAPS
SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER
TEST PRESSURES_
THE 4" PUMPER NOZZLE SHALL BE FITTED WITH A STORTZ ADAPTER, 4" SEATTLE THREAD 5
STORTZ. STORTZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY,
HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND 2 SET SCREWS 180
DEGREES APART. STORTZ FACE TO BE METAL, NO GASKET TO WEATHER, STORTZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8"
COATED STAINLESS STEEL AIRCRAFT CABLE.
FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISIONS_
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 MAINS 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, 2 LB /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 CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM
THE CLEANING OPERATION,
A) ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO AMINIMUM 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. THE
QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS
PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11).
THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
B) ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
(MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN
ACCORDANCE WITH SECTION 7- 11,3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS
REFERENCED IN 1 ABOVE.
10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3
(THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE
PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE.
TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
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, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT
WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL
FROM THE DEPARTMENT OF PUBLIC WORKS, 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 DEVELOPMENT SERVICES 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS
SHALL KEEP AS -BUILT DRAWINGS.
1/4,
16. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE -1N.
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
DEPARTMENT OF PUBLIC WORKS.
17. ASPHALT AND CONCRETE .STREET PAVING. SHALL BE SAWCUT 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 SAWCUT 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 SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. "
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.
SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CITY OF RENTON UTILITY DEPARTMENT 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 PLANNING /BUILDING /PUBLIC WORKS
DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE_ THE POLICE DEPARTMENT,
FIRE DEPARTMENT, AND .911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT
OF WAY_ _
3.: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL
..PUBLIC WORKS CONSTRUCTION" .'PREPARED .BYWASHINGTON STATE CHAPTER AMERICAN PUBLIC 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 PRECONSTRUCTION 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 I LL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
THO A F CONSTRUCTION
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 0 CON N
A FOR THE SAFETY F WORKERS A OTHERS R O THE CONSTRUCTION SITE.
AND 0 E SA E 0 WO E S ND 0 E S N N N.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
B. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, 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 DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. 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.
12. OPEN CUT ROAD CROSSINGS. FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
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
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14, 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..
16, ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7- 02.3(1). OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 "ABOVE AND BELOW THE PIPE..
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR
35, OR DUCTILE IRON CLASS 50.
17, 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,
5 E., W.M.
STORM DRAINAGE GENERAL NOTES
I- BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER,
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1994 STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS
ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
3_ THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS_ ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS OR SURFACE WATER UTILITY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
5. DATUM SHALL BE NAVD 88. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS_ REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED
AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED,
7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT
OF PUBLIC WORKS, SURFACE WATER UTILITY.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING., THE GRASS SEED MIXTURE, OTHER THAN CITY OF
RENTON APPROVED 'STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY,
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, 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. ALL PIPE BEDDING SHALL
BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE
COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM
D- 1667 -70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE,
10. GALVANIZED STEEL.PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE
ASPHAL T T REA T ME N T #1 OR BETTER INSIDE AND D OUTSIDE.
11, STRUCTURES SHALL NOT BE PERMITTED WITHIN 1 0 FEET OF THE SPRING LINE OF ANY STORM
DRAINAGE PIPE OR 16 FEE T F RO M THE TOP OF ANY CHA NN EL BANK. K.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
I T
13, OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NO BE ALLOWED
UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF
PLANNING /BUILDING /PUBLIC WORKS.
14, ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF i FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
4 "- 8 "/40 % -70% PASSING; 2 " -4" ROCK /30 % -40% PASSING; AND -2" ROCK /10 % -20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES, PLAN REVIEWER OR
SURFACE WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE
THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM
SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION
FOR THE PROPER .FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH,
AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE
OF WORK COVERED BY THE CONTRACT, ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE
TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS, ALL SECTIONS OF THE
W.S,D.O.T. STANDARD SPECIFICATIONS 1- 07 -23, TRAFFIC CONTROL, SHALL APPLY.
18, SPECIAL DRAINAGE. MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER
PROTECTION AREA (APA).
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DWG N0.
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DATE 02124 12006
JOB NO. 107 -012 -06
DWG N0.
SHEET
- 16 OF 21
1
O
FOUNDATION LEVEL
N
CLASS A
M
ML4
Q
DASS 0
CLASS F
A
Q
°
N�
O
'
EWj m
NOTES:
Y
12"
W
24"
6
.1
ADJUSTMENT (4' MIN.)
1.
N
1'
LLJ
LLJ
Z
U O
1--
LD
m Z
H =
Q Q
LLJ
0
O ;
�o
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LLI
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N
FOUNDATION LEVEL
OMExB N
CLASS A
CLASS B
MANHOLE FRAME AND COVER
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
6'
FFF
°
SEE DRAWING BR29
NOTES:
1/4 O.D.
12"
MA
24"
IW
ADJUSTMENT (4' MIN.)
1.
STEPS TO BE 3/4' o DEFORMED BAR GALVANIZED SAFETY
3
(SEE NOTE 7) -
-F
I
ONE
2.
STEPS OR EQUAL,
STEPS ARE TO BE M PLACE BEFORE MANHOLE SECTIONS
28
FOUNDATION LEVEL
b'
<x�
ARE INSTALLED.
2t
COLOR OF COATING SHALL BE WHITE.
S.
JOINTS
RUBBER CASKETED NTS
3.
CASTING TO BE PER DRAWING BR29.
WITH ASTM 0-443.
9.
.9
IN ACCORDANCE WITH C -443
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
10.
•
I R ;"
4'
CONCRETE.
b'
5.
ALL JOINTS SHALL BE GROUTED.
54'
STEPS - 3/4' DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES. INCLUDING CHANNEUNG COATED (SEALED)
6 -112'
a.
N
WITH A HIGH SOLIDS URETHANE COATING:
'
-- -0
CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL:
7' N.
---- ---- -- - -:0
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
'A'
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
B.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
�-
MAX. PIPE SIZE - 'E'
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
+2' ETwT
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
T-
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
FILLET
CONCRETE SHELF
'A'
b'
b'
b'
'+
48'
MI
48'
6" MIN.
5'MN
24' MIN.
21" I.O.
PRECAST BASE SECTION
54' MN
54
8 MIN.
5.5 MIN.
24 41N.
24 I.O.
OR CAST IN SHELF.
1 60'
MH
1 60"
1 8" MIN.
1 6" MIN.
42" MIN.
30" L0.
J-
•B'
6" MIN. (TYP)
SANITARY
MANHOLE TYPICAL DETAIL
SANFEARY MANHOLE TYPICAL DETAIL
O
NOT TO SCALE
OFF orPTEBPNK
p
BMNDRRO PMRM
: f
vExBE ro OIINV 46'. N' a Oo' MuepM9
ure
--
T UT SAM 12/W
O 1
WR6 ml
w
'w
IRr
w
DWG. NAME: BR28 SP PAGE: 8071
RE W I 9
i1
AAX •• 4 W NP 1 w a v
a A a M, M A 1 •- T V.
A A a w M Y i u
N
FOUNDATION LEVEL
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
FFF
°
BEDDING MATERIAL
O
1/4 O.D.
112 DD.
IryA
ZERO
IW
FOR FLEXIBLE PIPE
II
I/2 OD,
3
(SEE NOTE 7) -
(SEE NOTE 4)
LIMITS •
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
N
6
28
FOUNDATION LEVEL
O
•-
<x�
WASSER MC- CONSEAL OR APPROVED EQUAL;
2t
COLOR OF COATING SHALL BE WHITE.
S.
..
.. ............
WITH ASTM 0-443.
9.
.9
DIAMETER OF THE LARGEST PIPE.
10.
•
I R ;"
4'
,•
54'
4,
a.
N
OJ• �l,....'J�•�•4
'
-- -0
---- ---- -- - -:0
N
FOUNDATION LEVEL
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
FFF
°
BEDDING MATERIAL
O
1/4 O.D.
112 DD.
IryA
ZERO
O.D.
FOR FLEXIBLE PIPE
II
I/2 OD,
3
(SEE NOTE 7) -
-
ALL JOINTS SHALL BE GROUTED.
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
N
6
28
FOUNDATION LEVEL
O
•-
<x�
N
a
Z
0
N
I■
IN
(CLASS B, C. D. DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -{,- LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8" MINIMUM I
NOTES
,. PROVIDE INFORM SUPPORT UNDER BARNEL,
2. HAND TAMP UFOER HALNCES
3. COIPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT MECRY OVER PPE.
HAND TAMP ONLY.
4. SEE "EXCAVATNE AND PREPARATION O TRENCH" N THE WIITMY SEWERS SECTION
THE STANDARD SPEEFKTATMMS FOR TRENCH WEN "W' AFD TNDICIRIG OPTIONS.
T PIPE ZONE MILL BE THE ACTUAL TRENCH MTH. EXCWT FOR CIAO A
MIXING. THE MPaEL1 CONOETE NOM SHALL BE 1 -1/2 I.D. " 18'.
5. TRENCH SADKRLL SHALL CONFORM TO "9ACKFWxG SEWER TRENCHES' IN THE
SANITARY SEWERS SEMOi OF ME STA DMO SPECTKAWOHS EXCEPT THAT ROOKS
OR JUMPS LARGER MM I" FER TOOT OF PPE DIAMETER SHALL NOT BE USED IM THE
SAI ILL MATERML,
6. ME IVEOONG MATERIAL FOR MOD PPE' N THE AGOEWTES W"ON O ME
STANDARD SPEOMATIONS FOR ME MATERAL S EIFH.AOMS
7. SEE "BEDDING MATERML FOR FLEXIBLE PPE" N ME AOGRECATEB SECTION OF
STANDARD SfTOMArm FOR TIE MMUNN. SPFWKAlIDXS.
8. PRE MUST BE MOTORED N SUCH A MAKER AS TO ENSURE FLOW LINE B
MANTANKD.
IY�
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
N
zm
3.
B
1/4 O.D.
112 DD.
1/6 Q0.
ZERO
O.D.
C
3/4 QO.
I/2 OD,
1/8 QD
a
Z
0
N
I■
IN
(CLASS B, C. D. DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -{,- LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8" MINIMUM I
NOTES
,. PROVIDE INFORM SUPPORT UNDER BARNEL,
2. HAND TAMP UFOER HALNCES
3. COIPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT MECRY OVER PPE.
HAND TAMP ONLY.
4. SEE "EXCAVATNE AND PREPARATION O TRENCH" N THE WIITMY SEWERS SECTION
THE STANDARD SPEEFKTATMMS FOR TRENCH WEN "W' AFD TNDICIRIG OPTIONS.
T PIPE ZONE MILL BE THE ACTUAL TRENCH MTH. EXCWT FOR CIAO A
MIXING. THE MPaEL1 CONOETE NOM SHALL BE 1 -1/2 I.D. " 18'.
5. TRENCH SADKRLL SHALL CONFORM TO "9ACKFWxG SEWER TRENCHES' IN THE
SANITARY SEWERS SEMOi OF ME STA DMO SPECTKAWOHS EXCEPT THAT ROOKS
OR JUMPS LARGER MM I" FER TOOT OF PPE DIAMETER SHALL NOT BE USED IM THE
SAI ILL MATERML,
6. ME IVEOONG MATERIAL FOR MOD PPE' N THE AGOEWTES W"ON O ME
STANDARD SPEOMATIONS FOR ME MATERAL S EIFH.AOMS
7. SEE "BEDDING MATERML FOR FLEXIBLE PPE" N ME AOGRECATEB SECTION OF
STANDARD SfTOMArm FOR TIE MMUNN. SPFWKAlIDXS.
8. PRE MUST BE MOTORED N SUCH A MAKER AS TO ENSURE FLOW LINE B
MANTANKD.
A . 4' MN. 27" I.D. AND VNIVER
N" MOM. OVER 27' 40.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OP RBNNH
E MIAMI, A
UFF MIAMI, IbT WIT 4A97
NEW MANHOLE PER
STANDARDS
NEW 8"
4..' y A
A
24'z 6' FRAME AND UP
PER DRAWING BR29.
BEOCxc MASS DESIGN
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
N
zm
3.
B
1/4 O.D.
112 DD.
1/6 Q0.
ZERO
O.D.
C
3/4 QO.
I/2 OD,
1/8 QD
D.D.
-
A . 4' MN. 27" I.D. AND VNIVER
N" MOM. OVER 27' 40.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OP RBNNH
E MIAMI, A
UFF MIAMI, IbT WIT 4A97
NEW MANHOLE PER
STANDARDS
NEW 8"
4..' y A
A
24'z 6' FRAME AND UP
PER DRAWING BR29.
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CHIT OF MERTON
m wXWOMD
Sam IROS
N
L4!
O WIT 12/96
DWG. NAME: OR37 SP PAGE:B072
U TYPE B SHALLOW
I
PROPERTY LINE
( S.
G FUTURE
IT" BUILDING SEWER PIPE _ _ _ BVILDN -SEWER
12:El[ W'
3 2 "z 4" STUD SERVICE MARKER PAINT UPPER
TEE WIN 6•' SIDE OUTLET F' PORTION MITE ANSI STENCIL ON SIDE
WORDING "SEWER" WITH 3' HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER n ( AND 16 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF TH E S ND .
a
UNLESS O LE SECURED APPROVED BY ME d IT MAKE TAP THROUGH CAST
IRON SADDLE SECURED f0 SEWER MAIN WITH STAINLESS STEEL BANGS
WHEN CONNECTING NEW 510E SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAN AND REINFORCED CONCRETE, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX sT7 i ,�ZN�p
CONCRETE 0PH. �A
BLOCKING ,T5 N , v'
_27E MIN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SE R MA
SEVER L �R MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL OF SEWER ELEVATION
ELEVATION Oy(E1(pTITON STANDARD MAIN SEWER PROPERTY LINE)
(SEWER MAIN TO PROPERTY LINE)
NOTE: - ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY • DTP m MSMMM
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. P • STANDARD NAME
10 MIT WIT 12/96
I-T -.
(SEWER MAIN TO PROPERTY LINE)
TO
8" SIDE
SEWER
COUPLING
(TYP.)
8 "x2" WYE I I 118 "x2" WYE I I 118 "x2" WYE
PLAN VIEW
6" SANITARY
2" PVC 45' J SEWER C/O
BEND (TYP.) -t
±tli
2" POLY
(TYP.)
- y1y_�-
A
2" POLY
(TYP.)
SEWER C/O
a" PvC
PLUG
\- 8" PVC SEWER MAIN I
SECTION A -A a
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STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
4'. MIN. TO
STEPS OR EOVAL.
12' MAX
2'
BE IN PLACE BEFORE MANHOLE SECTIONS
N
3.
CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
a
CONCRETE.
5,
OPENING SHOULD BE ON DOWNSTREAM SIDE.
6,
ALL JOINTS SHALL BE GROUTED.
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
12'•
O
•-
N
WASSER MC- CONSEAL OR APPROVED EQUAL;
2t
COLOR OF COATING SHALL BE WHITE.
S.
1
o
WITH ASTM 0-443.
9.
.9
DIAMETER OF THE LARGEST PIPE.
10.
CONNECTIONS TO MANHOLE SHALL.SE MADE USING GPK
pd
4'
,•
54'
4,
a.
d..
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CHIT OF MERTON
m wXWOMD
Sam IROS
N
L4!
O WIT 12/96
DWG. NAME: OR37 SP PAGE:B072
U TYPE B SHALLOW
I
PROPERTY LINE
( S.
G FUTURE
IT" BUILDING SEWER PIPE _ _ _ BVILDN -SEWER
12:El[ W'
3 2 "z 4" STUD SERVICE MARKER PAINT UPPER
TEE WIN 6•' SIDE OUTLET F' PORTION MITE ANSI STENCIL ON SIDE
WORDING "SEWER" WITH 3' HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER n ( AND 16 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF TH E S ND .
a
UNLESS O LE SECURED APPROVED BY ME d IT MAKE TAP THROUGH CAST
IRON SADDLE SECURED f0 SEWER MAIN WITH STAINLESS STEEL BANGS
WHEN CONNECTING NEW 510E SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAN AND REINFORCED CONCRETE, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX sT7 i ,�ZN�p
CONCRETE 0PH. �A
BLOCKING ,T5 N , v'
_27E MIN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SE R MA
SEVER L �R MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL OF SEWER ELEVATION
ELEVATION Oy(E1(pTITON STANDARD MAIN SEWER PROPERTY LINE)
(SEWER MAIN TO PROPERTY LINE)
NOTE: - ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY • DTP m MSMMM
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. P • STANDARD NAME
10 MIT WIT 12/96
I-T -.
(SEWER MAIN TO PROPERTY LINE)
TO
8" SIDE
SEWER
COUPLING
(TYP.)
8 "x2" WYE I I 118 "x2" WYE I I 118 "x2" WYE
PLAN VIEW
6" SANITARY
2" PVC 45' J SEWER C/O
BEND (TYP.) -t
±tli
2" POLY
(TYP.)
- y1y_�-
A
2" POLY
(TYP.)
SEWER C/O
a" PvC
PLUG
\- 8" PVC SEWER MAIN I
SECTION A -A a
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NOTES
1.
STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
4'. MIN. TO
STEPS OR EOVAL.
12' MAX
2'
BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED
3.
CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
a
CONCRETE.
5,
OPENING SHOULD BE ON DOWNSTREAM SIDE.
6,
ALL JOINTS SHALL BE GROUTED.
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
O
•-
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
2t
COLOR OF COATING SHALL BE WHITE.
S.
RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE
o
WITH ASTM 0-443.
9.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10.
CONNECTIONS TO MANHOLE SHALL.SE MADE USING GPK
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CHIT OF MERTON
m wXWOMD
Sam IROS
N
L4!
O WIT 12/96
DWG. NAME: OR37 SP PAGE:B072
U TYPE B SHALLOW
I
PROPERTY LINE
( S.
G FUTURE
IT" BUILDING SEWER PIPE _ _ _ BVILDN -SEWER
12:El[ W'
3 2 "z 4" STUD SERVICE MARKER PAINT UPPER
TEE WIN 6•' SIDE OUTLET F' PORTION MITE ANSI STENCIL ON SIDE
WORDING "SEWER" WITH 3' HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER n ( AND 16 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF TH E S ND .
a
UNLESS O LE SECURED APPROVED BY ME d IT MAKE TAP THROUGH CAST
IRON SADDLE SECURED f0 SEWER MAIN WITH STAINLESS STEEL BANGS
WHEN CONNECTING NEW 510E SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAN AND REINFORCED CONCRETE, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX sT7 i ,�ZN�p
CONCRETE 0PH. �A
BLOCKING ,T5 N , v'
_27E MIN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SE R MA
SEVER L �R MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL OF SEWER ELEVATION
ELEVATION Oy(E1(pTITON STANDARD MAIN SEWER PROPERTY LINE)
(SEWER MAIN TO PROPERTY LINE)
NOTE: - ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY • DTP m MSMMM
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. P • STANDARD NAME
10 MIT WIT 12/96
I-T -.
(SEWER MAIN TO PROPERTY LINE)
TO
8" SIDE
SEWER
COUPLING
(TYP.)
8 "x2" WYE I I 118 "x2" WYE I I 118 "x2" WYE
PLAN VIEW
6" SANITARY
2" PVC 45' J SEWER C/O
BEND (TYP.) -t
±tli
2" POLY
(TYP.)
- y1y_�-
A
2" POLY
(TYP.)
SEWER C/O
a" PvC
PLUG
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SECTION A -A a
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