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WATER FITTINGS TABLE
COORDINATE ALL UTILITY CONNECTIONS IN GARDEN AVE WITH LITY AS PAR
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'To EXIST.
NEIi 1 1 1 IMPROVEMENT PROJECT. CONTRACTOR TO INCLUDE UTILITY CONNECTION & CONNECT TO EXISTING 12' WATER MAIN(CUT IN) CITY TO MAKE
,42 'WATER MAIN CONCRETE PAVEMENT RESTORATION IN BASE BID. PAVEMENT RESTORATION PER CONNECTIONS TOWATER MAIN IN GARDEN AVE PER CITY STANDARD B.112.
CITY OF RENTON REQUIREMENTS. SEE SHEET C 8.0 DETAIL 5� 1 - 120202" TEE (FL)
GRAPHIC SCALE FSET: 0.00 R - GATE VALVES (FLxMJ) I FDC WITH (4) 2 PORTS
I CROSSING TABLE 1 - THRUST BLOCK 1 - THRUST BLOCK
IN F%TT 12" WATERMAN 12" W SANITARY SEWER MAIN c 5.0 UTIL 1 EL.* UTIL 2 EL** UTIL 1 EL qlI L 2 UTIL 2 EL. 1 - 12%6" TEE (MJxFL)
1 inch = 40 ft CROSSING UTIL 1 (IE) UTIL 2 (CROWN). CROSSING UTIL 1 0E) 1 - 12" GATE VALVE (MJxMJ)
SEE SHEET C-3.1 AND C-3.2 FDC SS FORCEMAIN SS- FM 11 - 12" 90' BEND (MJxMJ) 1 FIRE HYDRANT ASSEMBLY
(�D w 26.80 SO 25.32 SS 27.77 EXI.72"SD 26.77 THRUST BLOCK WITH 8" GATE VALVE
FOR GENERAL UTILITY PLAN THRUST BLOCK SS CLEANOUT TO GRADE W 26.80 SS 25.30 SO 22.05 SS 17.48 11 - 12"xl2"xlO" TEE (MJxMJxFL) 1- 2- AIR VAG PER RENTON
SO 26.51 W 25.51 SD 27.30 SS 23.11 THRUST BLOCK STANDARD DETAIL B095
NOTES PIV 0 GAS LINE G 2 - 12" GATE VALVES (FLxMJ)
GATE VALVE SD 22.08 W 21.08 TA 5 LF 6" DI CL 52
DATUM PRESSURE REDUCING VALVE TELEPHONE 10
HORIZONTAL DATUM NAD 83/91. BASED ON GPS DOUBLE DETECTOR POINT OF CONNECTION POC ALL UTILITY 1 ELEVATIONS ARE TO INVERT OF PIPE. am
MEASUREMENTS FROM CITY OF RENTON MONUMENTS #3736 CHECK VALVE ASSEMBLY A ALL UTILITY 2 ELEVATIONS ARE TO CROWN OF PIPE UTLITY 1 926
WATER LINE DEFLECTION NECESSARY TO ROUTE UNDER IST
(E 1/4 CORNER 8-23-5) & RENT1847. DOUBLE 0 11235 SE Sth Street T (425) 453-9501 ONAL
CHECK VALVE ASSEMBLY CROSSING UTILITY Suite 220 - F (425) 453-8208
BASIS OF BEARIN - S 89*28'22" E ON MONUMENTED EASEMENT - - - - - - - - - - 18" MIN. CLEARANCE, WATER / SAN. SEWER UTILITY 2 Bellevue,.4ashington 980,04 www.PAcLAND.COM 6
SOUTH LINE OF NW 1/4 SECTION 8-23-5. 6" MIN CLEARANCE ALL OTHER CROSSINGS
YLm 12/15 12/15/06
VERTICAL DATUM NAVD 88 PER CITY OF RENTON CITY OF RENTON ZDLAUDENDUM #1 AS NOTED LOWE'S OF RENTON
I 01B 11/28/0 - _�SN L GARDEN AVENUE NORTH
CONTROL POINT NO. RENT1935; CHISELED SQUARE IN Approved by. Date LZ LIN RENTON
CONCRETE BASE OF TRAFFIC SIGNAL AT NORTHWEST by Date PERMIT RESUBMITTAL 11/03 NJS WASHINGTON
CORNER OF INTERSECTION OF LAKE WASHINGTON BLVD. N. Approved 8/29/06 "' L'-" RENTON, C-3.0
J�j LOWE'S 90% SUBMITTAL - 1 Al2�- Planning/Building/Public Works Dept.
AND PARK AVE. N. ELEVATION 30.431 Approved by, Date/- MSN UTILITY PLAN
NO- REVISION BY DATE APPR 42
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GENERAL UTILITY NOTES
1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD
SPECIFICATIONS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE
EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD
SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED
UPON SURVEY PREPARED BY PACE INC., DATED 10- 16 -06. THE CONTRACTOR
IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE
PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE
CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY
PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES
NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE
PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO
THE OWNER FOR REVIEW.
3. CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING
IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE
PLANS.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION
AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS,
RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT
BUILDING UTILITY ENTRANCE LOCATIONS.
5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES.
6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE
NSTALLATION OF PROPOSED UTILITIES.
7. CONTRACTOR SHALL NOTIFY THE U1ILITY AUTHORITIES INSPECTORS 72 HOURS
BEFORE CONNECTING TO ANY EXISTING LINE.
8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET.
9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN
CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE
OF PIPE).
10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES,
STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE
SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON
BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"
CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA
C -151) (CLASS 50).
11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE
BACKFlLLING.
12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE
LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE
WATER AND SEWER LINES.
13. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES
AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO
ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
15. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL
UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER.
POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE
ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE
LOCATIONS.
16. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN
AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER.
Approved by.
Approved by.
Approved by.
Approved by.
SANITARY SEWER NOTES
1. ALL CONSTRUCTION /INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE
IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF
CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER
STATE REGULATORY AGENCIES MUST BE MET.
2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL
SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM
PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR
EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS.
3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF
PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO
BACKFlLLING.
4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY
CLEANED, INSPECTED AND PRESSURE /VACUUM TESTED AS REQUIRED BY
UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER
AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING
INTO OPERATION.
5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY
GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE
OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND.
WATER NOTES
1. ALL CONSTRUCTION /INSTALLATION OF WATER MAINS SHALL BE DONE IN A
SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY
PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA
AND OTHER STATE REGULATING AGENCIES MUST BE MET.
2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE
MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL
METALS.
3.
4.
5.
6.
7.
8.
TELEPHONE NOTES
1. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40
CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM
EXISTING FACILITIES AS SHOWN ON PLANS. ALL CONDUITS MUST BE EQUIPPED
WITH A MINIMUM 200 LB. TEST CALIBRATED PULL TAPE. CONTRACTOR TO
COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER.
2. LONG RADIUS SWEEPS FOR TELEPHONE CONDUIT ARE TO BE USED IN MAIN
TRENCH SECTIONS AND STANDARD RADIUS SWEEPS (10 TIMES CONDUIT
DIAMETER) MAY BE USED AT PEDESTAL LOCATIONS. THE ENDS OF ALL
CONDUITS MUST BE SEALED TO KEEP WATER AND DEBRIS OUT PRIOR TO CABLE
PLACEMENT.
3. IF STEEL OR IRON PIPE IS USED FOR TELEPHONE CONDUIT IS USED BETWEEN
THE BUILDING AND PROPERTY LINE, THE PIPE MUST BE KEPT FREE OF CONTACT
WITH ANY REINFORCING STEEL OR OTHER CONDUCTORS WITHIN THE BUILDING
FOUNDATION WALL.
4. TELEPHONE CONDUITS PLACED IN THE SAME TRENCH WITH POWER SUPPLY
CONDUCTORS /CONDUITS MUST BE SEPARATED BY A MINIMUM OF 12" OF .
COMPACTED SOIL OR 3" OF SLURRY.
5. WATER /GAS PIPE, FLEX CONDUIT OR PLUMBING FITTINGS SHALL NOT BE USED.
6. TELEPHONE BACKBOARD SHALL BE 3/4" THICK, 48 "X48" FIRE RESISTANT
PLYWOOD. MAINTAIN 6 " -8" CLEAR FROM FLOOR /CEILING, AND 36" CLEAR IN
FRONT OF BACKBOARD.
7. PROVIDE #6 AWG SOILD CORE COPPER GROUND WIRE, BARE OR WITH GREEN
INSULATION ONLY, FROM THE BACKBOARD LOCATION CONNECTED TO THE
POWER COMPANY'S MULTI - NEUTRAL GROUND SOURCE.
8. CONSTRUCTION WORK ON TELEPHONE SUPPORTING STRUCTURE MUST BE
COMPLETED AND INSPECTED A MINIMUM OF 30 DAYS PRIOR TO THE DATE
THAT TELEPHONE SERVICE WILL BE REQUIRED. THIS INCLUDES ANY SERVICE
REQUIRED TO AQUIRE A CERTIFICATE OF OCCUPANCY.
9. CONTACT QWEST AT 206.345.2968 AT LEAST 48 -HOURS IN ADVANCE TO
SCHEDULE AN INSPECTION.
10. ALL INSIDE WIRING MUST MEET MINIMUM STANDARD OF 4 PAIR (8 "
CONDUCTOR) #24 AWG COLOR CODED TWISTED PAIR COPPER WIRE AND EACH
MUST BE IDENTIFIED BY UNIT# AT THE TELEPHONE BACKBOARD LOCATION.
AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN
LINE.
CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND
1 -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1 -1/4"
- 2" DIAMETER IN ANY PUBLIC MAIN.
ALL ELBOWS /BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS.
A DEPTH OF 48" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS
REQUIRED. PLACING WATER LINES SHALLOWER THAN 48' IS PROHIBITED.
ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND
CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER
AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS,
REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC
VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND
GOVERNMENTAL AGENCIES WITH JURISDICTION.
9. ALL NEW CONNEC11ONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A
PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL
AGENCIES WITH JURISDICTION PRIOR TO BACKFlLLING
10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION
°GSISTANT MATERIALS
FIBER OPTIC NOTES
1. THE CONDUIT SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL
TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE
OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION
OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24 ". INSTALL AN
ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED FIBER OPTIC
CABLE" WORDING, 12" ABOVE THE CONDUIT.
2. ALL CHANGES IN DIRECTION OF THE CONDUIT WILL REQUIRE LONG FACTORY
SWEEPS (NOT STANDARD SWEEPS) WITH RADIUS NOT LESS THAN 10 TIMES
THE DIAMETER OF THE CONDUIT. NO MORE THAN TWO 90- DEGREE BENDS
WILL BE ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES
COMBINED IN SEVERAL BENDS. PULL BOXES SHALL BE LOCATED EVERY 450
FEET UNLESS THE COMBINED TOTAL OF BENDS REQUIRES ADDITIONAL BOXES.
CONDUIT SHOULD ENTER AND EXIT THE PULL BOXES 180 DEGREES APART.
3. ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC
SHALL BE "H -20" LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 18" X
24" X 24 ". DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT
IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER
THE MANUFACTURER'S SPECIFICATIONS WITH A CONCRETE COLLAR AND A
MINIMUM OF 8" OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS.
4. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL
BE 48" X 48" X 24" PRE -CAST CONCRETE WITH SEPARATE MANHOLE LID
AND COLLAR.
5. A PULL BOX SHALL BE LOCATED AS CLOSE TO THE BUILDING AS POSSIBLE,
WITH A SWEEP MAKING THE VERTICAL BEND INTO THE STORE.
6. THE CONDUIT SHALL BE TERMINATED WITH A PULL BOX AT THE EDGE OF THE
STATION LEASE AREA AS DESIGNATED ON THE STATION PLANS OR BY THE
SPECIAL PROJECTS MANAGER.
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FINAL ADDENDUM "" "
CITY OF RENTON i BID ADDENDUM 1 12/01/0 6,� AS NOTED " "' �; � � CITY OF LOW:E S OF RENTON
oTB 11/28/06 " SN ru GARDEN AVENUE NORTH
- Date - - - -_ � RENTON N TO N "
- - -- PERMIT RESUBMITTAL 11/03/06 " NJS "„ RENTON, WASHINGTON LOWE�,1
Date__ - -_ DATUM d • �+ ZZ
ONE Planning /Building /Public Works Dept. C -J.
- - - -- LOWE'S 90% SUBMITTAL 8/29/06 "` = "E °MsN �'
Date -___ 4 2
_ Date NO. REVISION BY DATE AP PR °a MSN � "" ""° UTILITY PLAN NOTES
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RENTON WATER UTILITY
NOTES AND SPECIFICATIONS
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE PATH 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. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
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 IN
WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
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. FOR UTILITY LOCATES CALL
48 -HOUR LOCATORS 800 - 424 -5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE
PRE - CONSTRUCTION MEETING.
6. ALL WATERMAIN PIPE IS 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.
7. 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
C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE
MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER
ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR
FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 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
WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINT(S)SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA
SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH
BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (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.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR
COMPRESSION TYPE (OPENING AGAINST PRESSURE) 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 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL
STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.
THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER
4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT
OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2 -1/2 INCH 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.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH
SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR
EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END
PORTION 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 NTH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
RENTON SANITARY SEWER
NOTES AND SPECIFICATIONS
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD
I.
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
Bellevue, Washington 98004
OTB
DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
PERMIT RI
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
LOWE'S 9(
NO.
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
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Planning /Building /Public Works Dept:
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36
�1¢2/15/O6
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INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY
OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
BMITTAL
SUBMITTAL
WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
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1 "°T°E °�
REVISION
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
DATE
APPR
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH
42
--'
FR,°
PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE
3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
"PIG" ONLY.
4.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
CONSTRUCTION SITE.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF
5.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH
DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
6.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM
TAKE PRECEDENCE OVER ALL OTHER PLANS.
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
7.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER-
PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
CONSTRUC11ON IS IN PROGRESS.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF
8.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT '
A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM
DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND
HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR
SURVEYOR.
7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
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,
20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
A MINIMUM OF FIVE 5 WORKING DAYS NOTICE iS REQUIRED FOR SCHEDULING.
O
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
21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
CONSTRUCTION.
10.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
PERMITS PRIOR TO STARTING CONSTRUCTION.
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH
SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED I
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL,
MMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH
NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS,
SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY
CURRENT STANDARDS.
OF RENTON.
11.
DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF
RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP
12.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT.
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF
ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE
ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
13.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF
RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING
THIS SHALL INCLUDE` NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP
ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP
OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF
AS -BUILT DRAWINGS.
REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR
PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN.
14.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS
OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
15.
IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM
12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE 1N ALL
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH
DIRECTIONS TO MATCH PAVING.
OF TWO (2) 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 (2) INCHES OR REMOVED TO
AN EXISTING EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF
s
354
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T SEALED PATCH TO DE PLACED °TO
INITIAL EXCAVATION WITH A PERMANENT, ,
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PRIOR TO PLACEMENT OF FINAL PATCH.
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30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL
,
BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE.
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SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER
11235 SE 6th Street
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T (425) 453 -9501 foxAL
IMPROVED AREAS.
Suite , 220
F (425) 453 8208
CITY OF RENTON
Approved by. __ ___ Date______
Approved by.__------- Date___
Approved by. _ _ -__ Date ___ -____
Approved by. _ _ Date____
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CAST IRON RING AN[
NnTFC.
1. 6' CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. 6 INCH CLEANOUT
Na. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0' THICK, 27-0' SQUARE
CONCRETE ROAD 3000, ESO AROUND ND RING AND COVER.
}. IN ASPHALT ROADWAYS, RESTORE D DETAIL CLEANOUT RING AND • ADOPTED
COVER AS REWIRED BY STANDARD DETAIL DRAWING BR36. � C11Y OF RBNTON
STANDARD PLANS
1ST DAYS: 04/D4
01/ID Revieetl notes. JDH DMC
Io T Z d notes. Dcv AG DWG. NAME: B076 SP PAGE: 6076
nATF REVISION BY. APPR
SANITARY SEWER CLEANOUT DETAIL
NTS
CITY OF RENTON
Approved by. ___ Date_____
Approved by. _ — Date___
Approved by. _______ Date___
ADDroved bv.— — _ - -- Date
oTB
— W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) 6,
CONCRETE CLASS C
(SEE NOTE 8) C
FOUNDATION LEVEL J-
A
(CLASS A DESIGN) —r
(CLASS. F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NQIL
1, PROVIDE UNIFORM SUPPMT UNDER BARREL
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY BEDDING CLASS DESIGN
4. SEE. "EXCAVATION AND PREPARATION OF MENC - IN ME SANITARY DIYFNSON LASS A C.LSS B a. C CLASS I) QASS F
SEWERS SECTION. OF ME STANDARD SPECFHCTATIONS FOR TRENCH MDM
"W' AND TRENCHING - OPTIONS ME AM ZONE WILL. BE ME ACTUAL 6" uM.
TRENCH MDM. EXCEPT FOR CLASS A BEDDING. ME MINIMUM CONCRETE A 1/4 I.D. 6" MIN. 6" NINE ZERO 5" MIN.
WIDTH SHALL BE 1 -1/2 LD. + 18 ". 12" MAY
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIRING SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION. OF THE STANDARD :SPECIFICATIONS, B 1/4 D.O. 1/2 O.O. I/B O.D. ZERO 0.0.
EXCEPT MAT ROCKS OR LUMPS LARGER THAN 1 PER FOOT OF PIPE
DIAMETER SNAIL NOT BE USED IN ME BACKRLL MATERIAL C 3/4 O.D. 1/2 O.D. 1/e OD. DO.
6. SEE "BEDDING MATERIAL FOR RIQD PIPE" IN ME A=EGATES SECTION
OF ME STANDARD SPECIRCATICIS FOR ME MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXB E PIPE' DT ME AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR ME MATERIAL. SPECIFICATIONS.
& PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
LINE IS MAINTAINED.
PIPE BEDDING FOR SANTTARY SEWER
ADOPTED
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2DATE1 I REVISION BY PR
TYPICAL SANITARY SEWER TRENCH DETAIL 2
NTS
REVISION
S- 335404
HQ =.
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. Na 3705 (LOCKING) OR EQUAL
2. FRAME AND GOVER SHALL BE :A WATER TIGHT ASSEMBLY.
3. USE FRAME AND COVER FOR STORK (SPECIFY.'DRAIR' ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER).
SPECIFY
LETTERIN
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FRAME AND COVER
ADOPTED
-� CITY OF RENTON
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.q0 LSr DATE: 04/04
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www.PAcLAND.COM
WMES 6/1/0'4
Planning /Building /Public works Dept.
SANITARY SEWER
PLAN DETAILS
DATE
APPR
F MS4
(CLASS. F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NQIL
1, PROVIDE UNIFORM SUPPMT UNDER BARREL
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY BEDDING CLASS DESIGN
4. SEE. "EXCAVATION AND PREPARATION OF MENC - IN ME SANITARY DIYFNSON LASS A C.LSS B a. C CLASS I) QASS F
SEWERS SECTION. OF ME STANDARD SPECFHCTATIONS FOR TRENCH MDM
"W' AND TRENCHING - OPTIONS ME AM ZONE WILL. BE ME ACTUAL 6" uM.
TRENCH MDM. EXCEPT FOR CLASS A BEDDING. ME MINIMUM CONCRETE A 1/4 I.D. 6" MIN. 6" NINE ZERO 5" MIN.
WIDTH SHALL BE 1 -1/2 LD. + 18 ". 12" MAY
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIRING SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION. OF THE STANDARD :SPECIFICATIONS, B 1/4 D.O. 1/2 O.O. I/B O.D. ZERO 0.0.
EXCEPT MAT ROCKS OR LUMPS LARGER THAN 1 PER FOOT OF PIPE
DIAMETER SNAIL NOT BE USED IN ME BACKRLL MATERIAL C 3/4 O.D. 1/2 O.D. 1/e OD. DO.
6. SEE "BEDDING MATERIAL FOR RIQD PIPE" IN ME A=EGATES SECTION
OF ME STANDARD SPECIRCATICIS FOR ME MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXB E PIPE' DT ME AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR ME MATERIAL. SPECIFICATIONS.
& PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
LINE IS MAINTAINED.
PIPE BEDDING FOR SANTTARY SEWER
ADOPTED
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2DATE1 I REVISION BY PR
TYPICAL SANITARY SEWER TRENCH DETAIL 2
NTS
REVISION
S- 335404
HQ =.
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. Na 3705 (LOCKING) OR EQUAL
2. FRAME AND GOVER SHALL BE :A WATER TIGHT ASSEMBLY.
3. USE FRAME AND COVER FOR STORK (SPECIFY.'DRAIR' ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER).
SPECIFY
LETTERIN
■
MANHOLE
FRAME AND COVER
ADOPTED
-� CITY OF RENTON
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STEPS SHALL BE INSTALLED ADJACENT TO
INFLOW LINES. INFLOW PIPE SHALL EXTEND
4" TO 9" INSIDE THE MH. OUTFLOW PIPE
SHALL BE FLUSH WITH THE MANHOLE.
0.10 DROP IN ALL CHANNELS ACROSS ALL
MANHOLES.
12" #8(1 ") GALV.
REBAR(TYP)
En
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NOTE:
LEGS MAY BE PARALLEL OR APPROXIMATELY
RADIAL AT OPTION OF THE MANUFACTURER
EXCEPT THAT ALL STEPS IN ANY MANHOLE
SHALL BE SIMILAR.
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LADDER TO HANG
FROM MH STEP
PREFABRICATED LADDER
#7 GALV
SMOOTH
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NOTE: RUNGS AND IRONS TO BE DEFROMED OR NON SKIP.
LADDER & MANHOLE STEP SANITARY SEWER MANHOLE 2 SANITARY SEWER LIFT TSTATION — DUPLEX 3
NTS NTS
S=335405 S
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CITY OF RENTON .— SAS NOTED °^°^�^�° — s' c2 12 /ts /os
FINAL MYLARS 12 15 06 °6 °xm: T- CITY OF LOWS S OF RENTON
Approved by. __ Date MSN GARDEN AVENUE NORTH
PERMIT 112806 ° RENTON
Approved by. _ —_ - -_ Date �llrG PERMIT RESUBMITTAL 17 03 O6 NJS DATUM RENTON, WASHINGTON LOWE,B7
LOWE'S 90% SUBMITTAL 8/29/06 —MSN Planning /Building /Public Works Dept. SANITARY SEWER
Approved by. ___ —_ Date__ "EOx r
Approved by._ - - -- Date NO. REVISION BY DATE APPR .arRweA1SN PLAN DETAILS 42
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12" MAX _� 24
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CONE
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!EP�I�__
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Cit � BREATHER
NET, GROMMET
STEPS — 3/4" DEFORMED BAR
TO ACCEPT 4.50' ODL
PVC PIPE WAN DWI
PAT 0 Ft SUPPLED
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
7' MIN.
OR APPROVED EQUAL.
i V41 0604A E LINE
(30+ SQ
42Ak
MAX. PIPE SIZE — 'E'
01901 1
LADDER —STD. ALUMINUM
ALAM
OR GALVANIZED STEEL
CONCRETE SHELF
MORTAR FILLET
Ae..
;E3'
PRECAST BASE SECTION
OR CAST IN SHELF.
4' L
I .
HOPE TAW
6" MIN. (TYP)
Vr NOMINAL WALL THICKNESS
150 GALLON CAPACITY
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
SEMHPOSIT1VE DISPLACEMENT TYPE .PUP
'A' I 'B' 'C' I 'D' I 'E'
EACH DIRECTLY DRIVEN BY -A 1 IP MOTOR
CAPABLE OF CFLIVEIING B Ill AT US' TAIL
48' MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D.
(34 ipm AT 42e TAIL)
54" MH 54" 5:5" MIN. 24" MIN. 24" I.D.
BALLAST W.9US09M
A CONCRETE ANCHOR
ON ALL OUTDOOR NGDEL 20PT".'SfA11016
60" MH 60" 8" MIN. 6 "' MIN. 42" MIN. 30" I.D.
SPECIFIC I -RLMA
TO A E Lb
RBE EFFEC T
Holm
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL
2. 57EPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAMNG. BR29.
TO BE OF PRECAST CONCRETE
SEE INSTALLATION INSTRUCTIONS FOR FUR11E1t DETAILS
4. MA.HOLE SECTIONS RONFORCEO
5. ALL JOINTS -SHALL BE (ROUTED.
S. SANITARY SEW MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNEUNG,
COATED (SEALED) KITH A HIGH SOLIDS URETHANE COATING: WASSER MC- AROSHIELD
APPROVED EQUAL: COLOR OF COATING SHALL BE MITE.
OR
7. RUBBER GASKETED JOINTS. SHALL BE IN CONFORMANCE "TH ASTM C -{43.
PE.
8, CHANNEL HEIGHT SHALL BE MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE
MADE ADAPTOR, NOR -N -SEAL BOOTS FOR
9. CONNECTIONS TO MANHOLE SHALL BE USING GPK
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A'SURETRACK"
TYPICAL DETAIL
CLIMBING
AND FALL PROTECTION SYSTEM INSTALLED.
ADOPTED
Dr RE:NTON
3FANITARO PLANS
ISM' DATE: 04/04
ev
{ 110 10 REM -1- ON
D /T AHaaa ""Lax. AG
DATE REVISION JUTIA PPH
DWG. NAME: 8071 SP PAGE: 8071
NOTE: RUNGS AND IRONS TO BE DEFROMED OR NON SKIP.
LADDER & MANHOLE STEP SANITARY SEWER MANHOLE 2 SANITARY SEWER LIFT TSTATION — DUPLEX 3
NTS NTS
S=335405 S
� type "+*v�. �l" ".Og IfASRiA.w1'
11235 SE 6th Street T (425) 453 -9501 "9'IONAL Y
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su— Pr
CITY OF RENTON .— SAS NOTED °^°^�^�° — s' c2 12 /ts /os
FINAL MYLARS 12 15 06 °6 °xm: T- CITY OF LOWS S OF RENTON
Approved by. __ Date MSN GARDEN AVENUE NORTH
PERMIT 112806 ° RENTON
Approved by. _ —_ - -_ Date �llrG PERMIT RESUBMITTAL 17 03 O6 NJS DATUM RENTON, WASHINGTON LOWE,B7
LOWE'S 90% SUBMITTAL 8/29/06 —MSN Planning /Building /Public Works Dept. SANITARY SEWER
Approved by. ___ —_ Date__ "EOx r
Approved by._ - - -- Date NO. REVISION BY DATE APPR .arRweA1SN PLAN DETAILS 42
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NOTE: RUNGS AND IRONS TO BE DEFROMED OR NON SKIP.
LADDER & MANHOLE STEP SANITARY SEWER MANHOLE 2 SANITARY SEWER LIFT TSTATION — DUPLEX 3
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FINAL MYLARS 12 15 06 °6 °xm: T- CITY OF LOWS S OF RENTON
Approved by. __ Date MSN GARDEN AVENUE NORTH
PERMIT 112806 ° RENTON
Approved by. _ —_ - -_ Date �llrG PERMIT RESUBMITTAL 17 03 O6 NJS DATUM RENTON, WASHINGTON LOWE,B7
LOWE'S 90% SUBMITTAL 8/29/06 —MSN Planning /Building /Public Works Dept. SANITARY SEWER
Approved by. ___ —_ Date__ "EOx r
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