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GRADING NOTES DRAINAGE NOTES
<br />SIZE 12 THIN SOLID COPPER TRACER WIRE,
<br />TESTING
<br />1.
<br />ALL GRADING ACTIVITIES INCLUDING EXCAVATION, BACKFILL AND 1. STORM DRAIN PIPES/CULVERTS SHALL BE CORRUGATED POLYETHYLENE PIPE,
<br />GREEN COATED, TO BE INSTALLED ON NEW SIDE
<br />2. ABS Pipe (Schedule 40, ASTM D-1788)
<br />filling has occurred before the inspection, the Suncadia will request that the piping be
<br />COMPACTION, SHALL BE DONE IN ACCORDANCE WITH KITTITAS COUNTY UNLESS OTHERWISE SHOWN ON PLANS, MEETING THE REQUIREMENTS OF WSDOT
<br />-.--- SEWERS FROM TAP ON MAIN TO POST
<br />WHERE A SPLICE IS REQUIRED, USE
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<br />STANDARDS. STANDARD SPECIFICATION, ADS N-12 OR APPROVED EQUIVALENT. ALL STORM DRAIN
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<br />PIPE IS TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
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<br />alignment and/or each 100 feet in straight runs.
<br />2.
<br />CONTRACTOR SHALL CLEAR THE WORK AREA WITHIN CLEARING
<br />30" MIN. ON-----
<br />construction work, Part N.
<br />ALLOW REMOVAL OF
<br />OMITS/CONFORM UNES SHOWN HEREON BY REMOVING ALL STRUCTURES, 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN
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<br />PRIVATE PROPERTY
<br />BOLTS (TYP.)
<br />TREES, BRUSH, DEBRIS, TOP SOIL, NON -ENGINEERED FILL, ANY ESTABLISHED BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND
<br />PAINTED GREEN
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<br />-CONCRETE
<br />REMAINING ROOTS, CONSTRUCTION DEBRIS, TRASH, ANY ABANDONED SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
<br />24" MIN.
<br />a POURED
<br />BEING
<br />UTILITIES, AND ANY OTHER DELETERIOUS MATERIAL AND SHALL DISPOSE COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
<br />END AREA DIVIDED BY 3D.
<br />.._ BRING WIRE UP
<br />OF IT IN A LEGAL MANNER. INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILTTY LOCATIONS SHOWN, AND TO
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<br />40 POST
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<br />FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH
<br />END AREAS
<br />3.
<br />WITHIN ANY AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
<br />18" #4 REBAR •�
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<br />HARDSCAPE, THE SUBGRADE SHALL BE SCARIFIED, MOISTURE
<br />IS APPROVED. PRESSURE TEST IS
<br />-
<br />6"
<br />CONDITIONED, AND COMPACTED TO AT LEAST 95% RELATIVE COMPACTION 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF STORM DRAINAGE WORK, PIPES
<br />--`--
<br />PERFORMED AFTER SECOND STAGE OF
<br />45'� - - - - - -
<br />(ASTM -D 1557). AND STORM DRAIN STRUCTURES SHALL BE CLEANED AND FLUSHED. ANY
<br />FITTINGS FROM CONCRETE.
<br />10"
<br />BEDDING IS APPROVED.
<br />OBSTRUCTIONS TO FLOW WITHIN THE STORM DRAIN SYSTEM, (SUCH AS RUBBLE,
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<br />4.
<br />CONTRACTOR SHALL OBTAIN AN APPROVAL BY THE GEOTECHNICAL MORTAR, AND WEDGED DEBRIS), SHALL BE REMOVED AT THE NEAREST STRUCTURE.
<br />CONCRETE
<br />THRUST BLOCKING
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<br />ENGINEER PRIOR TO PROCEEDING WITH ANY OVEREXCAVATION. WASH WATER OF ANY SORT SHALL NOT BE DISCHARGED TO THE STORM DRAIN
<br />"�..,,._._ ..
<br />FACTORY 'Y' & 1/8 BEND
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<br />END CAP TO BE
<br />SOLVENT WELDED
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<br />CONTRACTOR SHALL VERIFY THE AMOUNT OF OVEREXCAVATION WITH SYSTEM OR SURFACE WATERS.
<br />COMBINATION TO MAIN
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<br />GEOTECHNICAL ENGINEER.
<br />4. STORM DRAINAGE MAINS, LATERALS, CULVERTS AND FITTINGS SHALL BE
<br />5.
<br />COMPACTION SHALL BE DONE PER KITTITAS COUNTY STANDARD CONSTRUCTED USING THE SAME PIPE MATERIAL AND MANUFACTURER. CONNECTIONS
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<br />SPECIFICATIONS. SITE EXCAVATION AND/OR SUBGRADE PREPARATION BETWEEN LATERALS AND THE MAINLINE WILL BE MADE WITH A WYE FITTING. CUT -IN
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<br />SHALL BE COMPLETED BEFORE PLACING STRUCTURAL FILL COMPACTION CONNECTIONS ARE ONLY ALLOWED WHEN CONNECTING A NEW LATERAL TO AN
<br />SHALL BE VERIFIED BY DENSITY TESTING. EXISTING MAINLINE.
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<br />6.
<br />ALL TEMPORARY CUT SLOPES SHALL NOT EXCEED 1.5H:1V. ALL 5. CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S INSTALLATION PROCEDURES
<br />PERMANENT CUT SLOPES SHALL NOT EXCEED 2HAV OR AS SHOWN ON AND RECOMMENDATIONS FOR CONSTRUCTION OF ALL UTILITIES AND OTHER
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<br />PLANS. ALL PERMANENT FILL SLOPES SHALL NOT EXCEED 2HAV. IMPROVEMENTS.
<br />7.
<br />EXISTING PAVED ROAD SHALL REMAIN OPEN DURING CONSTRUCTION. 6. CONTRACTOR SHALL COMPLY WITH OSHA AND WISHA STANDARDS AND SHALL
<br />CONTRACTOR SHALL IMPLEMENT APPROPRIATE PROTECTION AND TRAFFIC PROVIDE AND INSTALL TRENCH BOX OR PROVIDE OTHER TRENCH SHORING FOR
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<br />9-
<br />CONTROL DURING CONSTRUCTION TO DIRECT TRUCK TRAFFIC. TRENCHES DEEPER THAN 5 FEET. ALL TRENCHES SHALL NOT BE LEFT OPEN
<br />OVERNIGHT WITHOUT PROPER PROTECTION.
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<br />STANDARD WATER NOTES:
<br />_
<br />1.
<br />ALL WATER PIPE SHALL BE PVC C900 MEETING WSDOT\APWA SPECIFICATIONS UNLESS SHOWN OTHERWISE ON THESE PLANS.
<br />2.
<br />HORIZONTAL AND/OR VERTICAL BENDS SHALL BE USED WHEN JOINT DEFLECTION EXCEEDS X1 OF PIPE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION OR IS
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<br />EQUAL TO 300 TIMES THE PIPE'S OUTSIDE DIAMETER.
<br />3.
<br />ALL BEND CALLOUTS SHOWN ON THESE PLANS AND PROFILES ARE FOR HORIZONTAL PIPE ALIGNMENT ONLY. CONTRACTOR SHALL DETERMINE IN THE FIELD
<br />WHETHER VERTICAL BENDS ARE NECESSARY.
<br />4.
<br />PROPOSED WATERMAIN SHALL HAVE A MINIMUM DEFLECTION RADIUS OF 300 FEET OR AS RECOMMENDED BY THE MANUFACTURER.
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<br />5.
<br />CONCRETE THRUST BLOCKING IS PROPOSED.
<br />6.
<br />MINIMUM 3 -FOOT CLEARANCE SHALL BE PROVIDED AROUND FIRE HYDRANTS AT ALL TIMES.
<br />7.
<br />WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE PLANS AND SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL BY THE ENGINEER.
<br />8.
<br />THE SUNCADIA INSPECTOR SHALL INSPECT ALL WATERMAIN AND APPURTENANCES PRIOR TO BACKFILL. CONTRACTOR SHALL PROVIDE A 48-HOUR MINIMUM NOTICE
<br />PRIOR TO REQUIRED INSPECTIONS.
<br />9.
<br />CONTRACTOR SHALL IMMEDIATELY REPAIR ALL DAMAGES TO THE EXISTING UTILITIES CAUSED DURING CONSTRUCTION. AT ALL TIMES DURING CONSTRUCTION,
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<br />CONTRACTOR SHALL KEEP ON -HAND MATERIALS FOR MAINTENANCE OF EXISTING UTILITIES.
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<br />10.
<br />THE NEW WATERMAIN SHALL BE PLACED IN SERVICE ONLY AFTER THE NEW WATER SYSTEM IS PRESSURE TESTED, FLUSHED, DISINFECTED AND SATISFACTORY
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<br />BACTERIOLOGICAL TESTED. TESTING SHALL BE IN CONFORMANCE WITH APWA SPECIFICATIONS AND NO TESTING SHALL OCCUR AGAINST EXISTING OR NEW VALVES. ALL
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<br />PRIVATE FIRE SERVICE SYSTEMS AND MAINS SHALL BE INSPECTED, TESTED AND MAINTAINED IN ACCORDANCE WITH NFPA 25.
<br />4/7
<br />11.
<br />AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER IN A PROPER MANNER BY HAULING OFF SITE, OR AS APPROVED BY SUNCADIA.
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<br />12.
<br />HYDROSTATIC TESTING AND FLUSHING OF THE SYSTEM SHALL BE PERFORMED IN PRESENCE OF SUNCADIA INSPECTOR.
<br />13.
<br />EACH FIRE HYDRANT AND CONTROL VALVE ASSEMBLY SHALL BE FULLY OPENED AND CLOSED UNDER SYSTEM PRESSURE AND WITNESSED BY THE SUNCADIA
<br />INSPECTOR.
<br />14.
<br />CONTRACTOR SHALL VERIFY ALL WATER PIPE LENGTHS SHOWN ON THESE PLANS PRIOR TO ORDERING OF MATERIALS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
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<br />ENGINEER OF ANY DISCREPANCIES.
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<br />15.
<br />CONTRACTOR SHALL PROVIDE 48 -INCHES MINIMUM COVER ON TOP OF PROPOSED WATER SERVICE.
<br />16.
<br />CONTRACTOR SHALL VERIFY TYPE OF VALVE CONNECTION AND ADJUST IN FIELD ACCORDINGLY.
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<br />STANDARD SEWER NOTES:
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<br />1.
<br />SANITARY SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D-3034 SDR 35 (4"-15' OR ASTM F-679 (18"-277). BEDDING AND BACKFILL SHALL BE PER
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<br />SUNCADIA STANDARDS.
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<br />2.
<br />ALL NEW MANHOLES SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48" AND SHALL CONFORM TO THE STANDARD DETAILS.
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<br />3.
<br />ALL SIDE SEWERS SHALL BE 4" DIAMETER PIPE AT A MINIMUM 2% SLOPE, UNLESS OTHERWISE NOTED ON THE PLANS,
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<br />4.
<br />LOT CORNERS MUST BE SET AND SIDE SEWER LOCATIONS VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
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<br />5.
<br />ALL SIDE SEWER STUBS SHALL BE CAPPED WITH A WATERTIGHT CAP AND GASKET. CAP LOCATION SHALL BE MARKED WITH A 2 X 4 STAKE, 12 FEET LONG, WITH
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<br />ONE END BURIED AT DEPTH OF THE CAP INVERT AND EXTENDING AT LEAST 3 FEET VERTICALLY OUT OF THE GROUND. THE PORTION OF STAKE ABOVE GROUND
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<br />SHALL BE PAINTED WHITE AND MARKED WITH THE WORD "SEWER" AND THE DEPTH FROM PIPE INVERT TO GROUND SURFACE. CONNECT PIPE TO STAKE WITH AN
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<br />8 -GAUGE WIRE AT OR ABOVE FINISHED GROUND LEVEL.
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<br />6.
<br />ALL TESTING AND CONNECTIONS TO EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF THE SUNCADIA INSPECTOR.
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<br />7.
<br />ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED, PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE.
<br />8.
<br />SIDE SEWER SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN SEWER IS TESTED.
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<br />9.
<br />PRIOR TO PIPE TESTING, ALL SEWER PIPES SHALL BE CLEANED AND FLUSHED. ALL DEBRIS FLUSHED SHALL OUT SHALL BE REMOVED AT THE FIRST MANHOLE
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<br />DOWNSTREAM. IN THE EVENT CEMENTED OR WEDGED DEBRIS OR A DAMAGED PIPE EXISTS, THE CONTRACTOR SHALL REMOVE THE DEBRIS AND REPLACE DAMAGED
<br />JOB NO.
<br />16080
<br />PIPE.
<br />DATE
<br />SEPT. 2016
<br />10.
<br />TOPS OF MANHOLES WITHIN PUBLIC RIGHTS-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PRIOR TO PAVING.
<br />DESIGNED
<br />REM
<br />11.
<br />CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
<br />SDC
<br />12.
<br />CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWN STREAM MANHOLES, SCREENS OR PLUGS TO PREVENT FOREIGN MATERIALS FROM ENTERING
<br />APPROVED
<br />REM MKK
<br />EXISTING SANITARY SEWER SYSTEM. SCREENS OR PLUGS SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF A CONSTRUCTION AND SHALL BE REMOVED
<br />SHEET
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<br />ALONG WITH COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A SUNCADIA INSPECTOR.
<br />13.
<br />THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER MAIN LINES. ANY CONFLICTS SHALL
<br />BE REPORTED TO THE SUNCADIA AND THE ENGINEER PRIOR TO CONSTRUCTION.
<br />14.
<br />IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITIES
<br />PRIOR TO CONSTRUCTION.
<br />15.
<br />UPON COMPLETION, AND PRIOR TO ACCEPTANCE OF INSTALLATION OR REPAIR OF SEWER MAIN, ALL SEWER MAINS SHALL BE VISUAL AND TELEVISION INSPECTED BY
<br />THE SUNCADIA. THIS SHALL BE DONE IN PRESENCE OF SUNCADIA INSPECTOR AND THE CONTRACTOR. ANY DEFECTS IN WORKMANSHIP OR MATERIAL DISCOVERED
<br />SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO ACCEPTANCE OF WORK.
<br />16.
<br />MINIMUM COVER OVER SEWER PIPE SHALL BE 3' (THREE) FEET, UNLESS OTHERWISE SHOWN.
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<br />SUNCADIA - TRAILHEAD - PHASE 1, DIVI
<br />A PORTION OF SECTION 19, T. 20 N., R. 15 E., W.M.
<br />KITTITAS COUNTY, STATE OF WASHINGTON
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<br />21 "f
<br />F 20" TO
<br />METER CL
<br />36"+
<br />1 24"
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<br />1 '2"±
<br />10-+ t r
<br />-- SAWCUT THE EDGE OF ALL TRENCHES IN
<br />EXISTING ASPHALT. SEAL COAT SAWCUT
<br />LINE BETWEEN OLD AND NEW ASPHALT
<br />WHERE APPLICABLE (TYPICAL).
<br />15"
<br />ROW PRIVATE
<br />PROPERTY
<br />0' TO
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<br />INSULATION PAD
<br />1 1/2" SERVICE LINE
<br />WATER METER & SERVICE DETAIL
<br />N. T. S.
<br />FINISHED GRADE
<br />R�
<br />SION 12
<br />UDOUBLE STRAP STAINLESS STEEL SERVICE SADDLE WITH
<br />1-1/2" AWWA TAPER (CC) - 2" FOR DOUBLE SERVICES.
<br />©CORPORATION STOP, 1-1/2" AWWA TAPER (CC) INLET BY
<br />1-1/2" PACK JOINT (COMPRESSION FITTING) FOR HDPE
<br />OUTLET, FORD F131000 OR APPROVED EQUAL - 2" FOR
<br />DOUBLE SERVICES
<br />© 1-1/2" HDPE W/TRACER WIRE. - 2" HDPE FOR DOUBLE
<br />SERVICES
<br />Op 1-1/2"x1" REDUCER
<br />OMETER BOX: CARSON HW1527BCF, 24" DEPTH WITH HD
<br />HDPE FLUSH COVER WITH CAST IRON READER DOOR.
<br />O 1" WATER METER SETTER, 15" HEIGHT & DOUBLE CHECK
<br />ASSEMBLY, ANGLE LOCKWING FULL PORT BALL VALVE
<br />W/PLAIN METER NUT (NO LIP); FLANGED TUBING W/PLAIN
<br />METER NUT (NO LIP)
<br />© WATER METER SETTER: AY MCDONALD MODEL 720-415
<br />JDDD 44
<br />OH i" BRASS TAIL PIECE (EXTEND 24" FROM BOX)
<br />-1/2" INCREASER OFF TAIL PIECE ANDCAP
<br />OI PROVIDE 1"xt
<br />FOR FUTURE CONNECTION.
<br />SAWCUT THE EDGE OF ALL TRENCHES IN
<br />EXISTING ASPHALT. SEAL COAT SAWCUT
<br />FINISH GRADE - UNE BETWEEN OLD AND NEW ASPHALT
<br />WHERE APPUCABLE (TYPICAL).
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<br />SIZE 12 THIN SOLID COPPER TRACER WIRE,
<br />TESTING
<br />'11[1 . . ••� •� -�
<br />All work on side sewers must be inspected by the Suncodio prior to back filling. If back
<br />GREEN COATED, TO BE INSTALLED ON NEW SIDE
<br />2. ABS Pipe (Schedule 40, ASTM D-1788)
<br />filling has occurred before the inspection, the Suncadia will request that the piping be
<br />_ -
<br />�_
<br />-.--- SEWERS FROM TAP ON MAIN TO POST
<br />WHERE A SPLICE IS REQUIRED, USE
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<br />TRENCH BACK FILL AND COMPACTION
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<br />48" MIN. AT R/W
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<br />alignment and/or each 100 feet in straight runs.
<br />-INSTALL PRESSURE
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<br />IoLUILI�NNIII
<br />RECOMMENDATIONS. MATERIAL---
<br />MECHANICALLY TAMPED TO 95%
<br />MAXIMUM DENSITY
<br />LASS 52 DI WATER MAIN
<br />c-,... RESTRAINED JOINT PIPE)
<br />- PEA GRAVEL BEDDING
<br />TRENCH WIDTH =
<br />O.D. OF PIPE + .
<br />12" (MINIMUM)
<br />NOTES:
<br />1. WATERMAIN PRESSURE TEST SHALL BE COMPLETED AFTER SERVICES AND OTHER WATERMAIN
<br />PENETRATIONS ARE COMPLETED.
<br />2. WATERMAIN SHALL BE INSTALLED PER SUNCADIA STANDARDS.
<br />WATER TRENCH
<br />o ACCEPTABLE BEDDING MATERIALS -WRAP WIRE AROUND MAIN
<br />1. Pea Gravel
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<br />PIPE BEDDING & BACK FILL
<br />TRENCH
<br />SIZE 12 THIN SOLID COPPER TRACER WIRE,
<br />TESTING
<br />1. Ductile Iron Pipe (AWWA C151)
<br />All work on side sewers must be inspected by the Suncodio prior to back filling. If back
<br />GREEN COATED, TO BE INSTALLED ON NEW SIDE
<br />2. ABS Pipe (Schedule 40, ASTM D-1788)
<br />filling has occurred before the inspection, the Suncadia will request that the piping be
<br />_ -
<br />�_
<br />-.--- SEWERS FROM TAP ON MAIN TO POST
<br />WHERE A SPLICE IS REQUIRED, USE
<br />SECTION 7-17.3(4)
<br />TRENCH BACK FILL AND COMPACTION
<br />3M DBR SPLICE OR APPROVED EQUAL
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<br />Not less than one per side sewer and/or each total change of 90' of grade or
<br />48" MIN. AT R/W
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<br />alignment and/or each 100 feet in straight runs.
<br />-INSTALL PRESSURE
<br />of
<br />30" MIN. ON-----
<br />construction work, Part N.
<br />ALLOW REMOVAL OF
<br />TREATED 4x4 POST
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<br />PRIVATE PROPERTY
<br />BOLTS (TYP.)
<br />.'•
<br />PAINTED GREEN
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<br />-CONCRETE
<br />NOTE:
<br />24" MIN.
<br />a POURED
<br />BEING
<br />USED. L = MIN.
<br />END AREA DIVIDED BY 3D.
<br />.._ BRING WIRE UP
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<br />40 POST
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<br />1 SECOND STAGE OF BEDDING MATERIAL
<br />END AREAS
<br />PIPE SIZE
<br />PLACED AFTER FIRST STAGE OF BEDDING
<br />18" #4 REBAR •�
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<br />IS APPROVED. PRESSURE TEST IS
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<br />6"
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<br />--`--
<br />PERFORMED AFTER SECOND STAGE OF
<br />45'� - - - - - -
<br />4.5 SQ.FT. 2.2 SQ.FT.
<br />FITTINGS FROM CONCRETE.
<br />10"
<br />BEDDING IS APPROVED.
<br />7.0 SQ.FT. 3.5 SQ.FT.
<br />p
<br />4 -MIN.'
<br />10.0 SQ.FT. 5.0 SQ.Fr.
<br />CONCRETE
<br />THRUST BLOCKING
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<br />FIRST STAGE OF BEDDING MATERIAL,
<br />PLACED FOR INITIAL INSPECTION
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<br />FACTORY 'Y' & 1/8 BEND
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<br />END CAP TO BE
<br />SOLVENT WELDED
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<br />'a-- 18"
<br />COMBINATION TO MAIN
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<br />o ACCEPTABLE BEDDING MATERIALS -WRAP WIRE AROUND MAIN
<br />1. Pea Gravel
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<br />ACCEPTABLE SIDE SEWER PIPE MATERIAL
<br />_INSPECTION:
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<br />1. Ductile Iron Pipe (AWWA C151)
<br />All work on side sewers must be inspected by the Suncodio prior to back filling. If back
<br />2. ABS Pipe (Schedule 40, ASTM D-1788)
<br />filling has occurred before the inspection, the Suncadia will request that the piping be
<br />••a . ^.A- : o
<br />3. PVC Pipe (SDR 35, ASTM D3034)
<br />exposed for inspection purposes.
<br />CLEAN OUTS
<br />TAP:
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<br />Not less than one per side sewer and/or each total change of 90' of grade or
<br />The contractor shall install the factory wye on the new main at time of main construction.
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<br />alignment and/or each 100 feet in straight runs.
<br />The trench is to be free of water and conform to W.I.S.H.A. safety standards for
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<br />2. Metal frame and cover, with concrete color is required in gravel or asphalt areas.
<br />construction work, Part N.
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<br />z GRADE &ALIGNMENT
<br />3 1. Minimum grade of 2% for 4" pipe, and 1% for 6" pipe, unless approved by Suncadia.
<br />2. tine and grade to be straight between factory bends.
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<br />SIDE SEWER
<br />N. T. S.
<br />N. T. S.
<br />TEES
<br />FORM CONCRETE TO
<br />ALLOW REMOVAL OF
<br />BOLTS (TYP.)-�
<br />UNDISTURBED
<br />EARTH
<br />L
<br />SEWER PIPE
<br />PEA GRAVEL BEDDING
<br />DEPTH VARIES
<br />__' 4"
<br />TRENCH WIDTH =
<br />O.D. OF PIPE +
<br />12" (MINIMUM)
<br />SANITARY SEWER TRENCH
<br />PLUGS & CAPS
<br />1
<br />PLUG (USE
<br />MECHANICAL
<br />CAP FOR SUP
<br />JOINT PIPE)
<br />SQUARE STEEL
<br />PLATE 1/4"
<br />THICK
<br />CONCRETE
<br />POURED
<br />IN PLACE
<br />UNDISTURBED
<br />EARTH
<br />FCONCRETE POURED
<br />IN PLACE
<br />L\2
<br />.aAL...a._.'
<br />DEPTH
<br />VARIES
<br />NOTES:
<br />1. THRUST BLOCKS REQUIRED AT ALL TEES, HOT TAPS, AND HYDRANTS,
<br />UNLESS CONTRACTORS ENGINEER DETERMINES RESTRAINED JOINT PIPE
<br />LENGTHS ARE ADEQUATE.
<br />- SIZE 12 USE BLUE PLASTIC COATED
<br />17 X 34" CONC. METER BOX
<br />SOLID COPPER TRACER WIRE, TO BE WITH 3/8" STEEL DIAMOND
<br />INSTALLED ON THE SERVICE LINE FROM PLATE COVER, FOG-TITE
<br />THE MAIN TO THE END OF THE WATER METER SEAL CO. N0. 3
<br />SERVICE LINE. WHERE A SPLICE IS
<br />REQUIRED, USE 3M DBR SPLICE OR
<br />APPROVED EQUAL.
<br />FINISHED GRADES _
<br />2" X 90 DEGREE
<br />BRASS ELBOW
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<br />•.y�//
<br />4 Trt�♦-1\\\I\
<br />SEE NOTE 1
<br />FINISHED GRADE --
<br />ti
<br />4"
<br />CAST IRON
<br />VALVE BOX
<br />2" GATE VALVE
<br />WITH AWWA
<br />OPERATING NUT
<br />•" INSTALL VENT PIPING
<br />LOCATION IN FIELD
<br />AS DIRECTED 2'-0"
<br />2" X 90 DEGREE .. ..
<br />° BRASS ELBOW
<br />UNION 2" GALVANIZED' -PIPE
<br />2" IPS HDPE, PE3408--7-�-� -
<br />ASTM 3035 SDR3R34 `t'Y✓ `'"" ��
<br />DUCTILE IRON 2" X 90 DEGREE
<br />DOUBLE STRAP WATER MAIN FOUNDATION ROCK BRASS ELBOW
<br />SERVICE CLAMP
<br />AIR RELEASE ASSEMBLY
<br />"�°-I------- BACKFILL MATERIAL
<br />MECHANICALLY TAMPED
<br />TO 95% DENSITY
<br />IN 8" LIFTS
<br />12"
<br />_ppll-_
<br />alf�ll^II. ,�
<br />11�1111i 1
<br />I TRENCH WIDTH =
<br />O.D. OF PIPE +
<br />12" (MINIMUM)
<br />NOTE #1: WATER TIGHT GASKETS REQUIRED
<br />NOTE #2: STORM PIPE MATERIALS SHALL BE ASTM 3034 OR
<br />HDPE AS DIRECTED BY ENGINEER
<br />STORM TRENCH
<br />N. T. S.
<br />N. T. S.
<br />KITTITAS COUNTY
<br />APPROVED FOR CONSTRUCTION
<br />THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC
<br />WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF
<br />I KITTITAS COUNTY.
<br />DIRECTOR OF PUBLIC WORKS
<br />DATE
<br />a 2" OPEN PATTERN
<br />��- RETURN BEND
<br />2" BEEHIVE STRAINER
<br />W/ SIZE 24 STAINLESS
<br />STEEL MESH SCREEN
<br />PAINT BLUE THAT.
<br />PORTION ABOVE
<br />GROUND & WRAP WITH
<br />RED AND WHITE
<br />REFLECTORIZED TAPE
<br />(2) 2" X 90 DEGREE
<br />ELBOW, GALVANIZED WITH
<br />WEEP HOLE IN ONE
<br />FILL GRAVEL UPTO THIS LEVEL
<br />2" AIR & VACUUM RELEASE
<br />VALVE, "APCO" OR "CRISPIN"
<br />MODELS ONLY
<br />2" BRASS
<br />INDEX LOCATION
<br />SEC. 19 T. 20N R. 15E W.
<br />19
<br />~' a
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<br />••a . ^.A- : o
<br />o
<br />SIDE VIEW
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<br />W
<br />0
<br />(THIS VIEW TYPICAL
<br />FORM CONCRETE TO
<br />° °
<br />FOR ALL BLOCKING)
<br />ALLOW REMOVAL OF
<br />BOLTS (TYP.)
<br />.'•
<br />-CONCRETE
<br />NOTE:
<br />DIMENSION "L" VARIES PER PIPE DIAMETER AND FITTING
<br />a POURED
<br />BEING
<br />USED. L = MIN.
<br />END AREA DIVIDED BY 3D.
<br />IN PLACE
<br />y
<br />MINIMUM
<br />END AREAS
<br />PIPE SIZE
<br />TEES & PLUGS
<br />45' BENDS 22 1/2' BENDS
<br />D
<br />V
<br />Z
<br />NOTE:
<br />6"
<br />3.8 SQ.FT.
<br />2.6 SQ.FT. 1.3 SQ.FT.
<br />USE VISQUEEN TO PROTECT 8"
<br />6.7 SQ.Fr.
<br />4.5 SQ.FT. 2.2 SQ.FT.
<br />FITTINGS FROM CONCRETE.
<br />10"
<br />10.5 SQ.FT.
<br />7.0 SQ.FT. 3.5 SQ.FT.
<br />12"
<br />15.0 SQ.FT.
<br />10.0 SQ.FT. 5.0 SQ.Fr.
<br />CONCRETE
<br />THRUST BLOCKING
<br />v/
<br />DEPTH
<br />VARIES
<br />NOTES:
<br />1. THRUST BLOCKS REQUIRED AT ALL TEES, HOT TAPS, AND HYDRANTS,
<br />UNLESS CONTRACTORS ENGINEER DETERMINES RESTRAINED JOINT PIPE
<br />LENGTHS ARE ADEQUATE.
<br />- SIZE 12 USE BLUE PLASTIC COATED
<br />17 X 34" CONC. METER BOX
<br />SOLID COPPER TRACER WIRE, TO BE WITH 3/8" STEEL DIAMOND
<br />INSTALLED ON THE SERVICE LINE FROM PLATE COVER, FOG-TITE
<br />THE MAIN TO THE END OF THE WATER METER SEAL CO. N0. 3
<br />SERVICE LINE. WHERE A SPLICE IS
<br />REQUIRED, USE 3M DBR SPLICE OR
<br />APPROVED EQUAL.
<br />FINISHED GRADES _
<br />2" X 90 DEGREE
<br />BRASS ELBOW
<br />a.
<br />•.y�//
<br />4 Trt�♦-1\\\I\
<br />SEE NOTE 1
<br />FINISHED GRADE --
<br />ti
<br />4"
<br />CAST IRON
<br />VALVE BOX
<br />2" GATE VALVE
<br />WITH AWWA
<br />OPERATING NUT
<br />•" INSTALL VENT PIPING
<br />LOCATION IN FIELD
<br />AS DIRECTED 2'-0"
<br />2" X 90 DEGREE .. ..
<br />° BRASS ELBOW
<br />UNION 2" GALVANIZED' -PIPE
<br />2" IPS HDPE, PE3408--7-�-� -
<br />ASTM 3035 SDR3R34 `t'Y✓ `'"" ��
<br />DUCTILE IRON 2" X 90 DEGREE
<br />DOUBLE STRAP WATER MAIN FOUNDATION ROCK BRASS ELBOW
<br />SERVICE CLAMP
<br />AIR RELEASE ASSEMBLY
<br />"�°-I------- BACKFILL MATERIAL
<br />MECHANICALLY TAMPED
<br />TO 95% DENSITY
<br />IN 8" LIFTS
<br />12"
<br />_ppll-_
<br />alf�ll^II. ,�
<br />11�1111i 1
<br />I TRENCH WIDTH =
<br />O.D. OF PIPE +
<br />12" (MINIMUM)
<br />NOTE #1: WATER TIGHT GASKETS REQUIRED
<br />NOTE #2: STORM PIPE MATERIALS SHALL BE ASTM 3034 OR
<br />HDPE AS DIRECTED BY ENGINEER
<br />STORM TRENCH
<br />N. T. S.
<br />N. T. S.
<br />KITTITAS COUNTY
<br />APPROVED FOR CONSTRUCTION
<br />THESE PLANS HAVE BEEN REVIEWED BY KITTITAS COUNTY DEPARTMENT OF PUBLIC
<br />WORKS AND HAVE BEEN ACCEPTED FOR COMPLYING WITH THE REQUIREMENTS OF
<br />I KITTITAS COUNTY.
<br />DIRECTOR OF PUBLIC WORKS
<br />DATE
<br />a 2" OPEN PATTERN
<br />��- RETURN BEND
<br />2" BEEHIVE STRAINER
<br />W/ SIZE 24 STAINLESS
<br />STEEL MESH SCREEN
<br />PAINT BLUE THAT.
<br />PORTION ABOVE
<br />GROUND & WRAP WITH
<br />RED AND WHITE
<br />REFLECTORIZED TAPE
<br />(2) 2" X 90 DEGREE
<br />ELBOW, GALVANIZED WITH
<br />WEEP HOLE IN ONE
<br />FILL GRAVEL UPTO THIS LEVEL
<br />2" AIR & VACUUM RELEASE
<br />VALVE, "APCO" OR "CRISPIN"
<br />MODELS ONLY
<br />2" BRASS
<br />INDEX LOCATION
<br />SEC. 19 T. 20N R. 15E W.
<br />19
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<br />JOB NO.
<br />16080
<br />DATE
<br />SEPT. 2016
<br />SCALE
<br />AS NOTED
<br />DESIGNED
<br />REM
<br />DRAWN
<br />SDC
<br />CHECKED
<br />REM MKK
<br />APPROVED
<br />REM MKK
<br />SHEET
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