CONSTRUCTION DRAWINGS Chester Wastewater …€¦ · 29/08/2018 · Prepared by: Robert Peccia and...
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Prepared by: Robert Peccia and Associates Helena, MT www.rpa-hln.com Designed By: Trish Bodlovic, Gary Swanson, PE Drawn By: Gary Lesofski, Kevin Ark Checked By: Gary Swanson, PE QA/QC Approval: Jeff Key, PE RPA Job Number: 18800.001 Date: August 2018 Set Number _______ A P R Chester Wastewater Collection System Improvements - 2018 Chester, Montana CONSTRUCTION DRAWINGS 08/29/18
CONSTRUCTION DRAWINGS Chester Wastewater …€¦ · 29/08/2018 · Prepared by: Robert Peccia and Associates Helena, MT Designed By: Trish Bodlovic, Gary Swanson, PE Drawn By: Gary
Prepared by:Robert Peccia and AssociatesHelena, MT www.rpa-hln.com
Designed By: Trish Bodlovic, Gary Swanson, PEDrawn By: Gary Lesofski, Kevin ArkChecked By: Gary Swanson, PEQA/QC Approval: Jeff Key, PERPA Job Number: 18800.001Date: August 2018
Set Number _______
APR
Chester Wastewater Collection System Improvements - 2018Chester, Montana
1. GENERAL NOTES FOR SHEETS INVOLVING CIVIL WORK ARE SHOWN ON THIS SHEET.
2. EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. ACCURACY
OF SUCH INFORMATION IS NOT GUARANTEED AND SHALL BE VERIFIED BY THE CONTRACTOR. SERVICE LINES (i.e., WATER, POWER,
SEWER, GAS, COMMUNICATIONS, DATA, IRRIGATION) MAY NOT BE BURIED AT EVEN DEPTHS OR AS INDICATED ON THE PLANS. THE
CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
UTILITY LOCATES.
3. THE CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF MAKING THE CONNECTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR CONSTRUCTION ACTIVITIES.
5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BY-PASS PIPING & PUMPS TO FACILITATE LINING, INSTALLATION OF OR
MODIFICATION OF SANITARY SEWER PIPING, MANHOLES, AND TESTING.
6. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING NECESSARY TO COMPLETE WORK. GROUNDWATER WILL LIKELY BE
ENCOUNTERED IN DEEPER EXCAVATIONS.
7. FIRE DEPARTMENT AND RESIDENTS MUST BE PROVIDED ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.
8. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLERS, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO
EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS.
9. CONTRACTOR SHALL INSTALL BLUE BOARD INSULATION OVER SEWER MAINS/SERVICES WITH LESS THAN FOUR FEET OF COVER.
10. SUFFICIENT HORIZONTAL SEPARATION FOR PARALLEL GAS AND ELECTRICAL MUST BE MAINTAINED FROM WATER AND SEWER MAINS
FOR FUTURE MAINTENANCE.
11. NO GEOTECHNICAL INVESTIGATION HAS BEEN COMPLETED FOR THIS PROJECT. BIDDERS ARE RESPONSIBLE FOR VISITING THE PROJECT
SITE TO MAKE THEIR OWN DETERMINATION OF EXISTING CONDITIONS. BIDDERS MAY CONDUCT EXPLORATORY EXCAVATION TO
DETERMINE SOIL TYPES, BUT MUST GAIN PERMISSION AND REQUIREMENTS FROM THE TOWN OF CHESTER PUBLIC WORKS
DEPARTMENT. USDA NRCS SOILS MAPS INDICATE THE PRESENCE OF SILTY CLAY LOAM AND SANDY LOAMS. CONTRACTOR SHOULD
EXPECT CLAY SOILS IN THE PROJECT AREA AND GROUNDWATER IN DEEPER EXCAVATIONS.
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Copyright ãRobert Peccia
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2018
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STANDARD RPA FORMAT
DRAWINGIDENTIFICATION SYSTEM
DETAIL AND SECTION CALLOUT
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PCPOINT OF CURVATURE POINT OF CURVATURE PEPLAIN END PLAIN END PHPHONE PHONE PIPOINT OF INTERSECTION POINT OF INTERSECTION PLPROPERTY LINE OR PLATE PROPERTY LINE OR PLATE PLCSPLACES PLACES PROPPROPERTY OR PROPOSED PROPERTY OR PROPOSED PSIPOUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSIGPOUNDS PER SQUARE INCH, GAUGE POUNDS PER SQUARE INCH, GAUGE PTPOINT OF TANGENCY POINT OF TANGENCY PVCPOLYVINYL CHLORIDE PLASTIC POLYVINYL CHLORIDE PLASTIC PVIPOINT OF VERTICAL INTERSECTIONPOINT OF VERTICAL INTERSECTION
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RRADIUS RADIUS RCBREINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCPREINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RCPAREINFORCED CONCRETE PIPE ARCHED REINFORCED CONCRETE PIPE ARCHED RDCRREDUCER REDUCER RFCROTATED FOR CLARITY ROTATED FOR CLARITY ROWRIGHT-OF-WAY RIGHT-OF-WAY RPAROBERT PECCIA & ASSOCIATES ROBERT PECCIA & ASSOCIATES RPCRED PLASTIC CAP RED PLASTIC CAP RPPREINFORCED POLYPROPYLENE REINFORCED POLYPROPYLENE RRRAILROAD RAILROAD RTRIGHT RIGHT RWRIGHT-OF-WAY OR RACEWAY RIGHT-OF-WAY OR RACEWAY R/WRIGHT-OF-WAY RIGHT-OF-WAY RWLRAIN WATER LEADERRAIN WATER LEADER
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YDYARD YARD YPCYELLOW PLASTIC CAPYELLOW PLASTIC CAP
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XUSED AS A VARIABLE USED AS A VARIABLE XINGCROSSINGCROSSING
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WWATER OR WEST WATER OR WEST W/WITH WITH W/OWITHOUT WITHOUT WSWATER SURFACE OR WATER STOP WATER SURFACE OR WATER STOP WSOWATER SERVICE OUTLET WATER SERVICE OUTLET WSPWELDED STEEL PIPE WELDED STEEL PIPE WVWATER VALVE WATER VALVE WWFWELDED WIRE FABRICWELDED WIRE FABRIC
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VVENT, VOLT OR VALVE VENT, VOLT OR VALVE VERTVERTICAL VERTICAL VLVVALVE VALVE VPCVERTICAL POINT OF CURVATURE VERTICAL POINT OF CURVATURE VPTVERTICAL POINT OF TANGENCY VERTICAL POINT OF TANGENCY VTRVENT THROUGH ROOFVENT THROUGH ROOF
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UBCUNIFORM BUILDING CODE UNIFORM BUILDING CODE UGUNDERGROUND UNDERGROUND UGPUNDERGROUND POWER UNDERGROUND POWER UPCUNIFORM PLUMBING CODEUNIFORM PLUMBING CODE
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TTELEPHONE TELEPHONE TBCTOP BACK OF CURB TOP BACK OF CURB TBLAYTOP BACK OF LAYDOWN CURB TOP BACK OF LAYDOWN CURB TBMTEMPORARY BENCH MARK TEMPORARY BENCH MARK TEMPTEMPERATURE OR TEMPORARY TEMPERATURE OR TEMPORARY THDTHREAD THREAD TOATOP OF ASPHALT TOP OF ASPHALT TOCTOP OF CONCRETE TOP OF CONCRETE TOGTOP OF GRATE TOP OF GRATE TOSTOP OF SIDEWALK TOP OF SIDEWALK TOWTOP OF WALL TOP OF WALL TPTEST PIT TEST PIT TSTECHNICAL SPECIFICATIONS TECHNICAL SPECIFICATIONS TVCABLE TELEVISION CABLE TELEVISION TYPTYPICALTYPICAL
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SSLOPE SLOPE S/CSERVICE CONNECTION SERVICE CONNECTION SCHSCHEDULE SCHEDULE SDSTORM DRAIN STORM DRAIN SDISTORM DRAIN INLET STORM DRAIN INLET SDRSTANDARD DIMENSION RATIO STANDARD DIMENSION RATIO SEBSMALL END BELL SMALL END BELL SECTSECTION SECTION SFSQUARE FOOT/FEET SQUARE FOOT/FEET SIMSIMILAR SIMILAR SQFTSQUARE FOOT/FEET SQUARE FOOT/FEET SSSANITARY SEWER OR STAINLESS STEEL SANITARY SEWER OR STAINLESS STEEL SSMHSANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SSPSPIRAL STEEL PIPE SPIRAL STEEL PIPE STSTREET STREET STASTATION STATION STDSTANDARD STANDARD STLSTEEL OR STEEL PIPE STEEL OR STEEL PIPE SYSQUARE YARDSSQUARE YARDS
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OALOVERALL LENGTH OVERALL LENGTH OCON CENTER ON CENTER ODOUTSIDE DIAMETER OUTSIDE DIAMETER OFOUTSIDE FACE OR OVERFLOW OUTSIDE FACE OR OVERFLOW OHPOVERHEAD POWEROVERHEAD POWER
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NNORTH NORTH NECNATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE N.I.C.NOT IN CONTRACT NOT IN CONTRACT NO.NUMBER NUMBER NPTNATIONAL PIPE THREAD NATIONAL PIPE THREAD NTSNOT TO SCALENOT TO SCALE
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MAXMAXIMUM MAXIMUM MCMECHANICAL COUPLING MECHANICAL COUPLING MCCMOTOR CONTROL CENTER MOTOR CONTROL CENTER MDTMONTANA DEPT. OF TRANSPORTATION MONTANA DEPT. OF TRANSPORTATION MECHMECHANICAL MECHANICAL MFRMANUFACTURER MANUFACTURER MHMANHOLE MANHOLE MINMINIMUM OR MINUTE MINIMUM OR MINUTE MJMECHANICAL JOINT MECHANICAL JOINT MPTMALE PIPE THREAD MALE PIPE THREAD MPWSSMONTANA PUBLIC WORKS STANDARD MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS MTLMATERIAL MATERIAL MWSMAXIMUM WATER SURFACEMAXIMUM WATER SURFACE
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LANGLE, LONG ANGLE, LONG LB(S)POUND(S) POUND(S) LDLOCAL DISCONNECT LOCAL DISCONNECT LEBLARGE END BELL LARGE END BELL LFLINEAL FOOT OR LINEAR FEET LINEAL FOOT OR LINEAR FEET LTLEFTLEFT
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I&CINSTRUMENTATION & CONTROL INSTRUMENTATION & CONTROL IBCINTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE IDINSIDE DIAMETER INSIDE DIAMETER ININCH INCH INFLINFLUENT INFLUENT INTINTERIOR OR INTERSECTION INTERIOR OR INTERSECTION INVINVERTINVERT
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HDHEAVY DUTY OR HOT-DIPPED HEAVY DUTY OR HOT-DIPPED HDPEHIGH DENSITY POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE HDRHEADER HEADER HGTHEIGHT HEIGHT HPHORSEPOWER HORSEPOWER HTHEIGHT HEIGHT HWYHIGHWAY HIGHWAY HYDHYDRANTHYDRANT
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GGAS GAS GAGAUGE GAUGE GALVGALVANIZED GALVANIZED GPDGALLONS PER DAY GALLONS PER DAY GPMGALLONS PER MINUTE GALLONS PER MINUTE GPSGLOBAL POSITIONING SYSTEM, GLOBAL POSITIONING SYSTEM, GALLONS PER SECOND GSPGALVANIZED STEEL PIPE GALVANIZED STEEL PIPE GVGATE VALVEGATE VALVE
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EAEACH EACH EFFEFFLUENT EFFLUENT ELEVELEVATION ELEVATION EOCEDGE OF CONCRETE EDGE OF CONCRETE EOPEDGE OF PAVEMENT EDGE OF PAVEMENT EOSEDGE OF SIDEWALK EDGE OF SIDEWALK EPDMETHYLENE PROPYLENE DIENE ETHYLENE PROPYLENE DIENE M-CLASS RUBBER EVCEND VERTICAL CURVE END VERTICAL CURVE EWEACH WAY EACH WAY EXTEXTERIOR EXTERIOR EXISTEXISTINGEXISTING
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DEMODEMOLISH DEMOLISH DEPTDEPARTMENT DEPARTMENT DHDRILL HOLE (SOIL BORING) DRILL HOLE (SOIL BORING) DIDUCTILE IRON OR DRAIN INLET DUCTILE IRON OR DRAIN INLET DIADIAMETER DIAMETER DIMJDUCTILE IRON MECHANICAL JOINT DUCTILE IRON MECHANICAL JOINT DIPDUCTILE IRON PIPE DUCTILE IRON PIPE DRDRAIN OR DIMENSION RATIO DRAIN OR DIMENSION RATIO DWGDRAWINGDRAWING
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CCHANNEL OR CENTER CHANNEL OR CENTER CARVCOMBINATION AIR RELEASE VALVE COMBINATION AIR RELEASE VALVE CATVCABLE TELEVISION CABLE TELEVISION CFCUBIC FEET CUBIC FEET CFSCUBIC FEET PER SECOND CUBIC FEET PER SECOND CICAST IRON OR CURB INLET CAST IRON OR CURB INLET CIPCAST IRON PIPE OR CAST-IN-PLACE CAST IRON PIPE OR CAST-IN-PLACE CIPPCURED-IN-PLACE PIPE CURED-IN-PLACE PIPE CLCENTERLINE CENTERLINE CLRCLEAR CLEAR CMPCORRUGATED METAL PIPE CORRUGATED METAL PIPE CMUCONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COCLEANOUT CLEANOUT CONCCONCRETE CONCRETE COSCERTIFICATE OF SURVEY CERTIFICATE OF SURVEY CPCONTROL POINT CONTROL POINT CPECORRUGATED POLYETHYLENE PIPE CORRUGATED POLYETHYLENE PIPE CPLGCOUPLING COUPLING CPVCCHLORINATED POLYVINYL CHLORIDE CHLORINATED POLYVINYL CHLORIDE CSPCORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CVCHECK VALVE CHECK VALVE CYCUBIC YARDS CUBIC YARDS C1D1CLASS 1 DIVISION 1CLASS 1 DIVISION 1
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BCBUILDING CORNER BUILDING CORNER BFBLIND FLANGE BLIND FLANGE BFFBELOW FINISH FLOOR BELOW FINISH FLOOR BFVBUTTERFLY VALVE BUTTERFLY VALVE BGSBELOW GROUND SURFACE BELOW GROUND SURFACE BKBACK BACK BLDGBUILDING BUILDING BLVDBOULEVARD BOULEVARD BMBENCH MARK BENCH MARK BOCBACK OF CURB BACK OF CURB BODBIOCHEMICAL OXYGEN DEMAND BIOCHEMICAL OXYGEN DEMAND BVBALL VALVE BALL VALVE BVCBEGIN VERTICAL CURVEBEGIN VERTICAL CURVE
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DIAMETER @AT AT AAALL AROUND ALL AROUND ABANCHOR BOLT, AGGREGATE BASE ANCHOR BOLT, AGGREGATE BASE ACASBESTOS CEMENT OR ACRE ASBESTOS CEMENT OR ACRE AFFABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ADAAMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT AHAHEAD AHEAD ALALUMINUM ALUMINUM ANCANCHOR ANCHOR ANSIAMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPROXAPPROXIMATELY APPROXIMATELY ARVAIR RELEASE VALVE AIR RELEASE VALVE AVEAVENUE AVENUE AWWAAMERICAN WATER WORKS ASSOCIATIONAMERICAN WATER WORKS ASSOCIATION
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JTJOINTJOINT
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KKILOMETER KILOMETER KWKILOWATTKILOWATT
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FABFABRICATION FABRICATION FCFLEXIBLE COUPLING FLEXIBLE COUPLING FCAFLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER FDNFOUNDATION FOUNDATION FETSFLARED END TERMINAL SECTION FLARED END TERMINAL SECTION FFFINISHED FLOOR FINISHED FLOOR FGFINISH GRADE FINISH GRADE FHFIRE HYDRANT FIRE HYDRANT FLFLOOR, FLANGE OR FLOW LINE FLOOR, FLANGE OR FLOW LINE FOCFACE OF CURB OR FACE OF CONCRETE FACE OF CURB OR FACE OF CONCRETE FPTFEMALE PIPE THREAD FEMALE PIPE THREAD FSFINISHED SURFACE FINISHED SURFACE FTGFOOTING FOOTING FTFOOT OR FEETFOOT OR FEET
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XX-X
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SCHEDULE NUMBER (IF APPLICABLE)
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LETTER DESIGNATION FOR DISCIPLINE GROUP
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DRAWING NO. BLOCK
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DWG NO WITHIN DISCIPLINE GROUP
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INSTRUMENTATION DIAGRAM
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PROCESS AND
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ARCHITECTURAL
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S
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PID
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LETTER
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C
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G
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E
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A
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M
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DISCIPLINE
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GENERAL
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ELECTRICAL
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MECHANICAL
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STRUCTURAL
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CIVIL
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HVAC
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HV
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GC
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GENERAL CIVIL
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DETAIL NUMBER
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ON DWG WHERE SECTION
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DWG NO. WHERE SHOWN
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OR DETAIL IS SHOWN:
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OR DETAIL IS TAKEN:
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DWG NO. WHERE TAKEN
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ON DWG WHERE SECTION
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XX-X
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A
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SECTION LETTER
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OR
G-4
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G-4
PIPE AND FITTING SYMBOLS
DESCRIPTIONSINGLE LINEDOUBLE LINEDESCRIPTIONSINGLE LINEDOUBLE LINE
DESCRIPTIONSINGLE LINEDESCRIPTIONSINGLE LINEDOUBLE LINE DOUBLE LINE
VALVE SYMBOLS
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Chester, M
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Copyright ãRobert Peccia
& Associates
2018
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NOTES
1. CONTACT THE ENGINEER FOR SYMBOLS NOT LISTED.
2. THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME SYMBOLS MAY
APPEAR ON THIS SHEET AND MAY NOT BE UTILIZED ON THIS PROJECT.
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BALL CHECK
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PRESSURE RELIEF
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SAMPLE
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NON FREEZE HOSE VALVE
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X=NO IN SPECS
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X=NO IN SPECS
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NON FREEZE HOSE VALVE
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HOSE VALVE
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SAMPLE VALVE
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REGULATED SIDE
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PRESSURE REDUCING
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AIR/VACUUM
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SURGE CONTROL
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S
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X
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X
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DOUBLE DISK CHECK
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SWING CHECK
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PINCH
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DIAPHRAGM
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BUTTERFLY
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GATE
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GLOBE
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BALL
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BUILDING
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ROAD
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ELBOW DOWN
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ELBOW UP
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FLANGE COUPLING
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ADAPTER
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MECHANICAL
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ELBOW, 90%%D
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LATERAL (WYE)
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ELBOW, 45%%D
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TEE
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CROSS
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EXISTING PIPE
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(FLEXIBLE)
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GROOVED END JOINT
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GROOVED END FLANGE
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FLANGED JOINT
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(RIGID)
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TO BE ABANDONED
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WELDED JOINT
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GROOVED END JOINT
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TO BE REMOVED
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EXISTING PIPE
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EXISTING PIPE
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NEW WATER
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(SCREENED)
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CAP
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ECCENTRIC REDUCER
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BLIND FLANGE
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UNION
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CONCENTRIC REDUCER
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TEE DOWN
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TEE UP
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*
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COUPLING
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PLUG
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CABLE TV
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CURB
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TV
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CP
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DRAINAGE DITCH
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PED
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WATER SERVICE LINE
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PAVEMENT
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CURB AND SIDEWALK
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DRAINAGE
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GRAVEL ROAD
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WATER
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SANITARY SEWER
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UNDERGROUND POWER, TRANSFORMER
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12"W
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FENCE LINE (BARB WIRE)
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PROPERTY LINE
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RIGHT OF WAY
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CONTOURS
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4200
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4198
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4200
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4198
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SIGN
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OVERHEAD POWER
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UNDERGROUND FIBER OPTIC
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UNDERGROUND TELEPHONE, PEDESTAL
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T
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P
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STORM DRAIN
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UNDERGROUND GAS
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T
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H
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Y
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D
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WV
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FENCE LINE (CHAIN LINK)
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EASEMENT
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NO THREAD OUTLET
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DROP INLET
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EASEMENT PIN
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POWER POLE
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LIGHT POLE
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SURVEY POINT
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TELEPHONE PED
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TELEPHONE BOX
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CURB BOX, SIGN
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ELECTRICAL BOX
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CATTLE GUARD
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CONTROL POINT
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SECTION CORNER
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QUARTER CORNER
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POWER POLE WITH GUY WIRE
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DRILL HOLE OR TEST PIT
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DH1 TP1
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TV
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CP
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PED
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T
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P
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T
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CONSTRUCTION LIMITS
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N/A
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FORCE MAIN
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BNSF ROW
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MDT ROW
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WATER WELL
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PROPERTY PINS
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LOT LABELS
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PWS ZONE OF PROTECTION
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XX
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W
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W
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SD
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SD
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KNIFE GATE
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SANITARY SEWER SERVICE LINE
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SANITARY SEWER MANHOLE
(SCALE IN FEET)
0200 200 400
MH 20-1 MH 21-1 MH 23-1 MH 55-1
MH 55-3
MH 22-1
MH 27-1MH 26-1MH 25-1MH 25-2
MH 31-1MH 30-1MH 29-1
MH 48-1
MH 43-1
MH 44-2
MH 44-1MH 67-2 MH 67-1
MH 68-1
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018
Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
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LEGEND
MH 29-2
C1-2
C1-6
C1-3
C2-1
MH 47-2MH 46-2
BASE BID PLAN & PROFILE
SCHEDULE II
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6th ST W
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W JEFFERSON AVE
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CP 1
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CP 2
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CP 3
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CP 4
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CP 5
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CP 6
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US RTE 2
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W MADISON AVE
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W MONROE AVE
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W QUINCY AVE
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W JACKSON AVE
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5th ST W
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3rd ST W
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2nd ST W
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4th ST W
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1st ST W
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MAIN ST
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1st ST E
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2nd ST E
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3rd ST E
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HOSPITAL COMPLEX
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N
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6" SANITARY SEWER
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8" SANITARY SEWER
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10" SANITARY SEWER
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SANITARY SEWER SERVICE
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LIFT STATION WET WELL AND DRY PIT
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OPEN DIG LOCATION
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4" FORCE MAIN
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8" CIPP
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1
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C1-6
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ADDITIVE ALTERNATE 1 SCHEDULE II
(SCALE IN FEET)
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MH 68-1MH 67-1
MH 43-1
MH 44-2
MH 44-1
MH 48-1
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Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
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LEGEND
CONSTRUCTION NOTES
1. SEE GENERAL NOTES ON SHEET G-2.
2. CONTRACTOR WILL NEED TO CLEAN AND TV ALL MAINS TO BE LINED TO DETERMINE WITH THE ENGINEER LOCATIONS FOR SPOT REPAIRS AND TO CONFIRM THE NUMBER AND
LOCATIONS OF SERVICES, VERIFY MAIN SIZES, LENGTH AND TYPES PRIOR TO WETTING LINERS.
3. SANITARY SEWER SERVICES SHOWN ARE APPROXIMATE IN NUMBER AND LOCATION. SERVICE MATERIAL AND DIAMETER WILL VARY. CONTRACTOR IS RESPONSIBLE FOR
RECONNECTING ALL SANITARY SEWER SERVICES ENCOUNTERED DURING CONSTRUCTION.
4. ALIGNMENT OF EXISTING MAINS SHOWN WITHOUT MANHOLES AT THE END ARE APPROXIMATE AND WILL NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY OPEN DIGGING.
IF THIS CANNOT BE ACCOMPLISHED, EXPLORATORY EXCAVATION WILL BE DIRECTED BY THE ENGINEER TO DETERMINE MAIN LOCATIONS. SEE SPECIAL PROVISIONS FOR
EXPLORATORY EXCAVATION.
5. ASPHALT, CONCRETE, AND GRAVEL AREAS SHOWN ON LINING PLANS ARE APPROXIMATE AND WILL NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO BIDDING THE PROJECT.
6. CAPPED SERVICES WILL NOT BE REPLACED OR OPENED AFTER LINING.
7. SEE MANHOLE TABLES FOR REQUIRED MANHOLE REMOVAL AND REPLACEMENTS.
8" CIPP FROM MH 43-1 TO MH 48-1 IS SCHEDULE I - ADDITIVE ALTERNATE 1.
9. PIPE MATERIAL MAY VARY FROM MATERIAL CALLED OUT IN TABLE.
MH 67-2
MAIN SPOT REPAIR
MAIN SPOT REPAIR
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2nd ST E
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3rd ST E
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ADAMS AVE E
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US RTE 2
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JEFFERSON AVE E
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5th ST E
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6th ST E
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CP 2
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CP 3
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CP 4
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CP 5
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CP 6
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N
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6" SANITARY SEWER
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8" SANITARY SEWER
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10" SANITARY SEWER
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SANITARY SEWER SERVICE
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8" CIPP
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ROOSEVELT SERVICE STATION LEAKING UNDERGROUND STORAGE FACILITY (GASOLINE). FOR INFORMATIONAL PURPOSES ONLY
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LIFT STATION WET WELL
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2
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C1-7
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2
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4" FORCE MAIN
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REMOVE MH AND REPLACE WITH NEW MH
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DRY PIT
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THIS SECTION TO BE REPLACED (OPEN DIG). SEE SHEET C1-6
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8
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8
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060 60 120
MH 55-1
MH 55-3
MH 20-1 MH 21-1
MH 23-1
MH 27-1
MH 22-1
MH 26-1MH 25-1MH 25-2
MH 31-1
MH 30-1MH 29-1
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Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
80
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LEGEND
MAIN SPOT REPAIR
MAIN SPOT REPAIR
MAIN SPOT REPAIR
MAIN SPOT REPAIR
MH 29-2
CONSTRUCTION NOTES
1. SEE GENERAL NOTES ON SHEET G-2.
2. CONTRACTOR WILL NEED TO CLEAN AND TV ALL MAINS
TO BE LINED TO DETERMINE WITH THE ENGINEER
LOCATIONS FOR SPOT REPAIRS AND TO CONFIRM THE
NUMBER AND LOCATIONS OF SERVICES, VERIFY MAIN
SIZES, LENGTH AND TYPES PRIOR TO WETTING LINERS.
3. SANITARY SEWER SERVICES SHOWN ARE APPROXIMATE
IN NUMBER AND LOCATION. SERVICE MATERIAL AND
DIAMETER WILL VARY. CONTRACTOR IS RESPONSIBLE
FOR RECONNECTING ALL SANITARY SEWER SERVICES
ENCOUNTERED DURING CONSTRUCTION.
4. ALIGNMENT OF EXISTING MAINS SHOWN WITHOUT
MANHOLES AT THE END ARE APPROXIMATE AND WILL
NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO
ANY OPEN DIGGING. IF THIS CANNOT BE ACCOMPLISHED,
EXPLORATORY EXCAVATION WILL BE DIRECTED BY THE
ENGINEER TO DETERMINE MAIN LOCATIONS. SEE SPECIAL
PROVISIONS FOR EXPLORATORY EXCAVATION.
5. ASPHALT, CONCRETE, AND GRAVEL AREAS SHOWN ON
LINING PLANS ARE APPROXIMATE AND WILL NEED TO BE
VERIFIED BY THE CONTRACTOR PRIOR TO BIDDING THE
PROJECT.
6. CAPPED SERVICES WILL NOT BE REPLACED OR OPENED
AFTER LINING.
7. SEE MANHOLE TABLES FOR REQUIRED MANHOLE
REMOVAL AND REPLACEMENTS.
8. PIPE MATERIAL MAY VARY FROM MATERIAL CALLED OUT
IN TABLE.
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W JACKSON AVE
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W QUINCY AVE
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W MONROE AVE
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W MADISON AVE
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2nd ST W
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3rd ST W
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5th ST W
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4th ST W
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CP 1
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N
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6" SANITARY SEWER
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8" SANITARY SEWER
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10" SANITARY SEWER
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SANITARY SEWER SERVICE
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8" CIPP
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2
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C1-7
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2
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2
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2
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NEW MH
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REMOVE MH AND REPLACE WITH NEW MH
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MODIFY EXISTING MH
(SCALE IN FEET)
0200 200 400
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Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
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MA
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C1-4
LEGEND
STANDARD SANITARY SEWER MANHOLE
(TYP OF 7)
MH 20-1 MH 21-1 MH 23-1 MH 55-1
MH 55-3
MH 22-1
MH 27-1MH 26-1MH 25-1MH 25-2
MH 31-1MH 30-1MH 29-1
MH 48-1
MH 43-1
MH 44-2
MH 44-1
LIFT STATION
MH 67-2
MH 67-1 MH 68-1
CONSTRUCTION NOTES:
1. SEE MANHOLE TABLE FOR ORIENTATION AND ELEVATION INFORMATION REQUIRED TOCONSTRUCT MANHOLES.
2. SITE ACCESS FOR CONSTRUCTION SHALL BE THROUGH CITY RIGHT-OF-WAY. THE MAJORITYOF SEWER MAINS ARE LOCATED IN CITY RIGHT-OF-WAY.
3. SEWER MAIN ALIGNMENTS PAST EXISTING MANHOLES ARE APPROXIMATE. THE CONTRACTORWILL BE REQUIRED TO CLEAN AND TV THE MAINS TO LOCATE SERVICES, MAIN ALIGNMENT,AND MAIN LENGTH FIRST BEFORE EXPLORATORY EXCAVATION WILL ALLOWED. ONLY TIMEDIGGING TO FIND THE SEWER MAIN AND SEWER SERVICES WILL BE PAID FOR. ALLEXPLORATORY EXCAVATION WILL NEED TO BE APPROVED BY THE ENGINEER PRIOR TO ANYWORK BEING PERFORMED.
4. ALL SERVICES IN MANHOLES WILL NEED TO BE CONNECTED TO THE MAIN UNLESS SHOWNOTHERWISE.
5. ACCESS TO RESIDENCES ALONG ALIGNMENT MUST BE MAINTAINED. CONTRACTOR SHALLNOTIFY HOMEOWNERS IN ADVANCE OF THE TIME AND DURATION OF RESTRICTED ACCESS.ACCESS TO EACH AFFECTED RESIDENCE SHALL BE RESTORED EACH NIGHT.
6. PROPERTY LINES SHOWN ARE IN APPROXIMATE LOCATIONS ONLY AND HAVE NOT BEENVERIFIED BY FIELD SURVEY. ANY LOT LINES SHOWN WILL NEED TO BE VERIFIED BYCONTRACTOR PRIOR TO CONSTRUCTION.
7. CONTRACTOR IS REQUIRED TO REMOVE MANHOLE, DISPOSE OF PROPERLY, REPAIR MAIN,AND CONNECT ALL SERVICES IN MANHOLE TO MAIN.
8. NEW MANHOLES ARE SCHEDULED FOR SCHEDULE I ONLY. ONLY MANHOLES WITH COLORHIGHLIGHTING ARE PART OF SCHEDULE I AND SCHEDULE II. SEE MANHOLE TABLE ON SHEETC1-5 FOR SCHEDULE I AND SCHEDULE II.
NEWMH 29-2
MH 46-2 MH 47-2
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6th ST W
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W JEFFERSON AVE
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US RTE 2
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W MADISON AVE
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W MONROE AVE
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W QUINCY AVE
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W JACKSON AVE
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5th ST W
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3rd ST W
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2nd ST W
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4th ST W
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1st ST W
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MAIN ST
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1st ST E
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2nd ST E
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3rd ST E
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HOSPITAL COMPLEX
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N
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6" SANITARY SEWER
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8" SANITARY SEWER
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10" SANITARY SEWER
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SANITARY SEWER SERVICE
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2
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C1-11
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NEW MH
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REMOVE MH AND REPLACE WITH NEW MH
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MODIFY EXISTING MH
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ADDITIVE ALTERNATE 1 SCHEDULE II
C1
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MA
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Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
80
0
PIPE ANGLES
CONSTRUCTION NOTES:
MANHOLE DEPTHS ARE APPROXIMATE AND MEASURED WITH A ROD FROM RIM TO FLOW CHANNEL.CONTRACTOR TO VERIFY DEPTHS BEFORE BIDDING AND ORDERING MANHOLES.
ALL NEW PIPE PENETRATIONS IN MANHOLES WILL BE PVC A MINIMUM OF 2' OUTSIDE MANHOLE.CONTRACTOR WILL NEED TO VERIFY THE EXISTING PIPE TYPE AND TRANSITION COUPLER REQUIRED TO MAKECONNECTION.
3. CONTRACTOR WILL NEED TO FIELD VERIFY ALL MH ELEVATIONS AND ANGLES PRIOR TO ORDERING THEMANHOLES.
4. FIELD SET MANHOLES TO MATCH LOCATION OF EXISTING MAIN. CONTRACTOR WILL NEED TO VERIFYLOCATION AND DEPTH OF MAIN PRIOR TO ORDERING MANHOLES.
MAINS ENTERING AND EXITING MANHOLE DO NOT APPEAR TO BE ALIGNED. MANHOLE MAY HAVE TO BEREMOVED AND REPLACED AND SEWER MAINS RE-ALIGNED BY SPOT REPAIR. VERIFY WITH T.V. INSPECTIONPRIOR TO ORDERING MANHOLES.
REMOVE UPPER BRICK WALL SECTION APPROXIMATELY 20 INCHES IN HEIGHT AND REPLACE WITH CONCRETEADJUSTMENT RINGS. REMOVE AND REPLACE EXISTING COVER AND FRAME. FIELD VERIFY NUMBER ANDHEIGHT OF RINGS BEFORE ORDERING. REMOVE AND REPLACE PAVEMENT AS REQUIRED.
MANHOLE IS APPROXIMATELY 101 INCHES DEEP FROM RIM TO SEWER INVERT. FIELD VERIFY DEPTH BYEXPLORATORY EXCAVATION. INCLUDE IN SCHEDULE II ADDITIVE ALTERNATE 1.
MANHOLE IS APPROXIMATELY 110 INCHES DEEP FROM RIM TO SEWER INVERT. FIELD VERIFY DEPTH BYEXPLORATORY EXCAVATION. INCLUDE IN SCHEDULE II ADDITIVE ALTERNATE 1.
* EXISTING PIPE DEPTH IS UNKNOWN. FIELD VERIFY ELEVATIONS BY EXPLORATORY EXCAVATION PRIOR TO ORDERING MANHOLE.
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90%%d
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270%%d
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0%%d
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180%%d
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N
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1
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2
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5
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6
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7
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8
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1
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2
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6
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5
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7
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(SCALE IN FEET)
020 20 40
MH 67-1
MH 67-2
C1
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BA
SE
BID
PLA
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PR
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II
C1-6
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Chester, M
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RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
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LO
VIC
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RK
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WA
NS
ON
, P
E
AU
GU
ST
2
01
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4th
ST
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AS
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5th
ST
. E
AS
T
CONSTRUCTION NOTES
1. SEE GENERAL NOTES ON SHEET G-2.
2. EXISTING SERVICES SHOWN ARE APPROXIMATE IN NUMBER AND LOCATION. CONTRACTOR
WILL NEED TO VERIFY NUMBER OF SERVICES AND LOCATION, AND RECONNECT SERVICES
TO NEW MAIN.
CREEK CROSSING. RETURN CREEK CHANNEL TO EXISTING LOCATION AND SHAPE.
CONTRACTOR TO LAY A FULL PIECE OF PIPE CENTERED UNDER THE CREEK AND ENCASE
PIPE IN 1' OF CONCRETE AROUND THE PIPE AND 2' WIDER THAN CREEK BANKS TO PREVENT
EROSION. CREEK LOCATION AND STREAM BED ELEVATION SHALL BE RETURNED TO
PREVIOUS CONDITIONS. SEE DETAIL.
LOCATION OF TRENCH PLUGS ARE APPROXIMATE. ENGINEER WILL REVIEW SOILS AFTER
TRENCH IS DUG TO DETERMINE IF TRENCH PLUGS ARE NECESSARY.
6. GROUND WATER WILL LIKELY BE ENCOUNTERED AND DEWATERING WILL BE REQUIRED FOR
TRENCH EXCAVATION. THE TOWN DUG A TEST PIT NEAR THE BOTTOM OF COTTONWOOD
CREEK CROSSING ON JULY 30, 2018. GROUNDWATER ENCOUNTERED APPROXIMATELY 4 FT
BELOW THE BOTTOM OF THE DRY CREEK BED.
GAS MAIN IS IN CLOSE PROXIMITY TO SEWER MAIN. CONTRACTOR TO COORDINATE DIGGING
WITH NORTHWESTERN ENERGY.
SANITARY SEWER SERVICE CONNECTION
(TYP OF 6)
SANITARY SEWER SERVICE CONNECTION
(TYP OF 6)
PIPE BEDDING
& BACKFILL
CONCRETE
ENCASEMENT
BASE BID PLAN & PROFILE SCHEDULE II
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CP 3
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CP 4
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N
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CREEK CROSSING
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3
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3
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EXISTING 48" LIFT STATION WET WELL STA:0+00.00 RIM:3137.59 8" PVC PIPE INV IN:3122.97 (E) 8" PVC PIPE INV OUT:3129.15 (W)
WHERE TRENCH PASSES THROUGH TOPSOIL; THE TOPSOIL SHALL BE REMOVED A MIN OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE TRENCH PASSES THROUGH EXISTING GRAVEL; THE GRAVEL SHALL BE REMOVED A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT OR CONCRETE; THE PAVEMENT/CONCRETE SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. SAWCUT THE ASPHALT/CONCRETE ALONG A NEAT VERTICAL LINE, JUST PRIOR TO PAVING OR POURING CONCRETE.
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8.
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9.
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SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS WHICH ARE NOT GRAVELED, PAVED, OR CONCRETED. NO ROCKS OR LUMPS LARGER THAN 2" IN ANY DIMENSION SHALL BE ALLOWED WITHIN 6" OF THE PIPE. SEED, FERTILIZE, AND MULCH PER SPECIFICATION. CONTRACTOR MAY NEED TO DRY OUT NATIVE MATERIAL SO IT IS SUITABLE FOR BACKFILL. PROVIDE ALL NECESSARY SHORING TO PROTECT EXISTING STRUCTURES AND INFRASTRUCTURE. FLOWABLE FILL WILL BE USED AS BACKFILL IN ANY MDT RIGHT-OF-WAY AND UNDER ALL PAVEMENT.
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10
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5.
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TRENCH SHALL BE CONSTRUCTED TO OSHA SPECIFICATIONS FOR EXCAVATION, SECTION 1926, SUBPART P. ALL SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED LOCATION. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. ALL ROCKS GREATER THAN 12" IN ANY DIMENSION SHALL BE HAULED OFF SITE AND PROPERLY DISPOSED OF.
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6.
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7.
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11.
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1
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CONCRETE
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MOUND TOPSOIL 6" OVER EXISTING GROUND
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SCALE: NONE
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1
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C1-6,C1-7
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ACTUAL DEPTH OF BURY AND LOCATION FOR EACH SERVICE VARIES ON PLANS. CONTRACTOR WILL NEED TO VERIFY SEWER SERVICE LOCATIONS. ALL BACKFILL SHALL BE TYPE A UNLESS OTHERWISE NOTED. SERVICE CONNECTION SHALL MEET ALL REQUIREMENTS OF THE INTERNATIONAL PLUMBING CODE, INCLUDING REQUIRED CLEANOUTS. CONTRACTOR TO PROVIDE ALL FITTINGS AND PIPE NECESSARY TO CONNECT EXISTING SERVICE TO MAIN. ELEVATIONS OF EXISTING SERVICES MAY NOT ALLOW FOR VERTICAL BEND RECONNECTIONS.
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SEWER MAIN
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18" TO " PER FOOT 14" PER FOOT CONSTANT SLOPE
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IN-LINE TEE OR WYE FITTING FOR NEW INSTALLATION, SADDLE AS APPROVED BY ENGINEER FOR EXISTING INSTALLATIONS
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45° PIPE BEND
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4" PVC (SCH. 40 DWV) SANITARY SEWER SERVICE
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ROMAC COUPLING OR APPROVED EQUAL (TYP)
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EXISTING SEWER PIPE
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(LENGTH AS REQUIRED) NEW SDR35 SEWER PIPE
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EXISTING SEWER PIPE
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EXISTING PIPE
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FERNCO FLEXIBLE COUPLING OR APPROVED EQUAL
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1
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C1-7
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PIPE BEDDING & BACKFILL
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1. SPOT REPAIRS SHALL BE CONSTRUCTED ALONG SEWER MAINS TO BE LINED. 2. THE LOCATIONS REQUIRING A SPOT REPAIR SHALL BE CONFIRMED IN THE FIELD AFTER T.V. AND CLEANING PROCESS IS COMPLETED. 3. RECONNECT ALL SEWER SERVICES IN REPAIR AREAS AT NO ADDITIONAL COST TO THE OWNER. 4. MAJORITY OF EXISTING SEWER MAINS ARE CLAY OR CONCRETE WITH SOME PVC. 5. FLOWABLE FILL WILL BE USED AS BACKFILL IN ANY MDT RIGHT-OF-WAY AND UNDER ALL PAVEMENT. 6. PROVIDE ALL NECESSARY SHORING TO PROTECT EXISTING STRUCTURES AND INFRASTRUCTURE. 7. CONTRACTOR WILL BE PAID FOR A MINIMUM LENGTH OF 20 FT IF SPOT REPAIR IS LESS THAN 20 FT.
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1
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PIPE BEDDING & BACKFILL
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12.
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5
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2' (MIN.)
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FINISHED GRADE
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2.
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3.
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4.
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PROPERTY LINE
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3
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C1-7
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SANITARY SEWER SERVICE CONNECTION
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VARIES (MIN. REQUIRED TO RECONNECT) 15'-0" MAX. LENGTH
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SCALE: NONE
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3
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C1-6,C1-7
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SCALE: NONE
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nts
- 2
018
Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
80
0
NOTES:
STANDARD "SPILL" TYPE CURB
STANDARD "CATCH" TYPE CURB
NOTES:
STANDARD HANDICAP RAMP LAYDOWN CURB
STANDARD DRIVEWAY & DUMPSTER LAYDOWN CURB
NOTES:
CONCRETE CURB & GUTTER
CONCRETE LAYDOWN CURB & GUTTER
VALLEY GUTTER
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SAWCUT TO A NEAT EDGE & REPLACE ANY DAMAGED AREAS WITH 3" BITUMINOUS SURFACE COURSE, TACK ALL ASPHALT COLD JOINTS AND EDGES OF CONCRETE.
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EXISTING PAVEMENT
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VARIES
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VARIES
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EXISTING PAVEMENT
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1/2" (TYP) OR MATCH EXISTING
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6" THICK CONCRETE VALLEY GUTTER
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6" THICK CRUSHED BASE COURSE (3/4" MINUS)
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COMPACTED SUBGRADE
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REMOVAL & DISPOSAL OF EXISTING ASPHALT. 2.CONTRACTION JOINTS ARE 1/8" MIN. AND 3/8" MAX. IN WIDTH. FORM JOINTS BY SAWING OR SCORING TO A MINIMUM CONTRACTION JOINTS ARE 1/8" MIN. AND 3/8" MAX. IN WIDTH. FORM JOINTS BY SAWING OR SCORING TO A MINIMUM OF 1". FORM SCORED JOINTS BY A TOOL WHICH WILL LEAVE ROUNDED CORNERS AND DESTROY AGGREGATE INTERLOCK TO A MINIMUM DEPTH OF 1".
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BACKFILL ALL CURBING
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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SLOPE VARIES
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ELEVATION = EDGE OF PAVEMENT PLUS 7 " (0.60')14" (0.60')
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BACKFILL ALL CURBING
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R= "14"
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CRUSHED BASE COURSE OR WASHED ROCK
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SUBGRADE
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SUBGRADE
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CRUSHED BASE COURSE OR WASHED ROCK
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SLOPE VARIES
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R= "14"
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ELEVATION = EDGE OF PAVEMENT PLUS 4 " (0.35')14" (0.35')
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FLOW LINE
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1.EXPANSION AND CONTRACTION JOINTS SHALL BE PLACED IN ACCORDANCE WITH MPWSS 02528. EXPANSION AND CONTRACTION JOINTS SHALL BE PLACED IN ACCORDANCE WITH MPWSS 02528. 2.UNLESS OTHERWISE SPECIFIED IN THESE PLANS; CONSTRUCTION MATERIALS & PROCEDURES SHALL CONFORM TO MPWSS CURRENT EDITION. UNLESS OTHERWISE SPECIFIED IN THESE PLANS; CONSTRUCTION MATERIALS & PROCEDURES SHALL CONFORM TO MPWSS CURRENT EDITION. FINISHED PAVEMENT SURFACE SHALL BE " TO " ABOVE END OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF 18" TO " ABOVE END OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF 14" ABOVE END OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF CURB ON STANDARD "SPILL" TYPE CURBS. BASE COURSE BELOW CURB & GUTTER SHALL BE A MINIMUM 4" THICK OR MATCH EXITING DEPTH, WHICH EVER IS GREATER. ALL NEW CURB SHALL BE BACKFILLED IN ACCORDANCE WITH MPWSS 02528. 6.MATCH EXISTING CURB WIDTH WHERE APPLICABLE.MATCH EXISTING CURB WIDTH WHERE APPLICABLE.
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1:12 MAX
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EDGE OF PAVEMENT
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SUBGRADE
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CRUSHED BASE COURSE OR WASHED ROCK
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BACKFILL ALL CURBING
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EDGE OF PAVEMENT
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12" RISE
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12" LIP
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CRUSHED BASE COURSE OR WASHED ROCK
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SUBGRADE
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1.EXPANSION AND CONTRACTION JOINTS SHALL BE PLACED IN ACCORDANCE WITH MPWSS 02528. EXPANSION AND CONTRACTION JOINTS SHALL BE PLACED IN ACCORDANCE WITH MPWSS 02528. 2.UNLESS OTHERWISE SPECIFIED IN THESE PLANS; CONSTRUCTION MATERIALS & PROCEDURES SHALL CONFORM TO MPWSS CURRENT EDITION. UNLESS OTHERWISE SPECIFIED IN THESE PLANS; CONSTRUCTION MATERIALS & PROCEDURES SHALL CONFORM TO MPWSS CURRENT EDITION. FINISHED PAVEMENT SURFACE SHALL BE " TO " ABOVE END OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF CURB 18" TO " ABOVE END OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF CURB 14" ABOVE END OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF CURB ON STANDARD "SPILL" TYPE CURBS. BASE COURSE BELOW CURB & GUTTER SHALL BE A MINIMUM 4" THICK OR MATCH EXISTING DEPTH, WHICH EVER IS GREATER. ALL NEW CURB SHALL BE BACKFILLED IN ACCORDANCE WITH MPWSS 02528. 6.MATCH EXISTING CURB WIDTH WHERE APPLICABLE.MATCH EXISTING CURB WIDTH WHERE APPLICABLE.
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C1
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SIG
NE
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EC
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AT
ER
EV
IS
IO
NS
YM
BY
OF
Ch
este
r W
aste
wa
ter
Imp
rove
me
nts
- 2
018
Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
80
0
VERTICAL PIPE ADJUSTMENT
CONSTRUCTION NOTES:
NTS
£
VERTICAL BEND
THRUST BLOCKING
NTS
HORIZONTAL BEND
CONSTRUCTION NOTES:
NOTES:
SECTION
CONCRETE SIDEWALK
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UNCUT LENGTH OF PIPE CENTERED UNDER CROSSING
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6'-0"
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DURING CROSSINGS, STRUCTURAL SUPPORT OF THE SEWER OR STORM DRAIN SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING DAMAGE TO ANY EXISTING PIPES.
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18" MIN
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EXST PIPE
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2
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C1-9
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NEW SANITARY SEWER
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45° DUCTILE IRONBENDS (MJ) (TYP OF 4)
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THRUST BLOCKING (TYP)
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G-8
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PIPE BEDDING & BACKFILL
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14
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5.8
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4.2
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2.6
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0.8
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45°
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22 °12°
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FITTING SIZE (INCHES)
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BEND ANGLE
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BEARING AREA OF THRUST BLOCKS (IN SQ FT) HORIZONTAL BENDS
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VOLUME OF THRUST BLOCK (IN CUBIC YARDS) VERTICAL BENDS
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FITTING SIZE (INCHES)
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BEND ANGLE
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45°
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22 °12°
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11 °14°
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2.7
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4.0
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6.0
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8.5
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11.5
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14.8
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0.4
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1.0
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2.3
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3.2
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5.6
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0.2
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0.9
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1.3
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1.8
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VERTICAL BEND REBAR
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FITTING SIZE
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ROD SIZE
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EMBEDMENT
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12"
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14" - 16"
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#6
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#8
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30"
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36"
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COATED REBAR OVER FITTING AND EMBEDDED IN CONCRETE (SEE TABLE FOR SIZES)
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SCALE: NONE
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2
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C1-9
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KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. POUR THRUST BLOCKING AGAINST UNDISTURBED EARTH. REQUIRED VOLUMES AND BEARING AREAS SHALL BE AS SHOWN IN THE TABLE AS PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. THESE SHALL BE ADJUSTED IF NECESSARY TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS STATED IN THE SPECIFICATIONS. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS ARE BASED ON TEST PRESSURE = 150 PSIG AND THE WEIGHT OF CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING: ACTUAL VOLUME = (TEST PRESSURE/150) x (TABLE VOLUME). BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS/SQ FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING, B1 = B(13.33 x P1/S1) WHERE: 1 = B(13.33 x P1/S1) WHERE: = B(13.33 x P1/S1) WHERE: 1/S1) WHERE: /S1) WHERE: 1) WHERE: ) WHERE: P1 = ACTUAL TEST PRESSURE, PSIG 1 = ACTUAL TEST PRESSURE, PSIG = ACTUAL TEST PRESSURE, PSIG S1 = ACTUAL SOIL BEARING PRESSURE, PSF 1 = ACTUAL SOIL BEARING PRESSURE, PSF = ACTUAL SOIL BEARING PRESSURE, PSF B1 = COMPUTED BEARING AREA 1 = COMPUTED BEARING AREA = COMPUTED BEARING AREA B = BEARING AREA FROM TABLE
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VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUST AND HORIZONTAL BENDS HAVE THE SAME THRUST BLOCK REQUIREMENTS. THRUST BLOCK BEARING AREA SHALL NOT BE LESS THAN 1.0 SQ FT. THRUST BLOCKS FOR VERTICAL BENDS EXCEEDING 5 CU YDS REQUIRE SPECIAL BLOCKING DETAILS. THE TEST PRESSURE SHALL BE 225 PSI AND THE SOIL BEARING PRESSURE SHALL BE 2000 POUNDS. THE MAXIMUM WORKING PRESSURE IS 150 PSI. ALL PIPING AND FITTINGS ARE TO BE POLYWRAPPED AT EACH THRUST BLOCK. POLYWRAP ALL PIPING PER SPECIFICATION.
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this detail was actually drawn by john ivers back when i thought that i meant something to this company
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CONCRETE CURB & GUTTER (WHERE APPLICABLE)
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1/2" EXPANSION JOINT
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LONGITUDINAL CONTRACTION JOINT
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1/2" EXPANSION JOINTS
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CONTRACTION JOINTS
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BOULEVARD (WHERE APPLICABLE)
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1/2" EXPANSION JOINTS
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1/2" EXPANSION JOINT
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SLOPE VARIES
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CONCRETE SIDEWALK
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CRUSHED AGGREGATE BASE
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UNDISTURBED OR RECOMPACTED EARTH
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TOPSOIL & SEED
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FINISHED GRADE
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BEVEL 1/4"
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PREMOLDED JOINT FILLER (PMJF) SHALL BE INSTALLED AT EXPANSION JOINTS FOR THE FULL THICKNESS OF THE SIDEWALK & WILL BE USED AT ALL JOINTS BETWEEN NEW CONCRETE SIDEWALK & STRUCTURES IN PLACE. ALL JOINTS SHALL BE STRAIGHT AND PERPENDICULAR TO THE CENTERLINE & SURFACE OF THE SIDEWALK. ALL JOINTS, WHERE APPLICABLE, SHALL ALIGN WITH LIKE JOINTS IN ADJOINING WORK. JOINTS SHALL BE USED TO OUTLINE ALL PANELS IN THE SIDEWALK, WHICH SHALL BE, SO FAR AS POSSIBLE, SQUARE. CONTRACTION JOINTS SHALL NOT BE MORE THAN 1/8" WIDE AND NOT LESS THAN 1" IN DEPTH & MAY BE CUT BY A GROOVE FORMING TOOL. CONTRACTION JOINTS WITHIN SIDEWALKS SHALL BE REQUIRED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK OR CENTERLINE CONTRACTION JOINT WIDTH. CONTRACTION JOINTS SHALL HAVE A BEVELED 1/4" RADIUS. ALL SIDEWALKS WIDER THAN 5'-0" SHALL HAVE A LONGITUDINAL CONTRACTION JOINT IN THE CENTERLINE OF THE SIDEWALK. UNLESS OTHERWISE SPECIFIED, ALL SIDEWALKS SHALL BE 4" THICK & SHALL BE UNDERLAIN WITH 6" THICK BASE COURSE AS SPECIFIED OR 3/4" MINUS WASHED ROCK. WHERE SIDEWALKS CROSS DRIVEWAY APPROACHES, OR OTHER TRAFFIC AREAS, THE SIDEWALK SHALL BE 6" THICK UNDERLAIN BY 6" THICK BASE COURSE. FIBER MESH OR 6" X 6" X 10 GAUGE WIRE MESH SHALL BE INSTALLED IN ALL SIDEWALK. EXPANSION JOINTS IN SIDEWALKS SHALL BE REQUIRED AT 50'-0" INTERVALS O.C. FOR STRAIGHT SECTIONS. EXPANSION JOINTS ARE NECESSARY AT CHANGES IN SIDEWALK SLOPES, INTERCEPTS WITH DRIVEWAYS, OTHER SIDEWALKS & AT BEGINNING & ENDING LOCATIONS ON EACH POINT-OF-CURVATURE FOR RADII GREATER THAN 10'-0" SLOPE SIDEWALKS 2.00% TO GUTTER OR AS SPECIFIED ON GRADING PLANS. ALL NEW SIDEWALKS SHALL BE BACKFILLED IN SUCH A MANNER AS TO MATCH EXISTING OR NEW ADJACENT AREAS. UNLESS OTHERWISE SPECIFIED IN THESE PLANS; ALL DISTURBED AREAS, INCLUDING SIDEWALK BACKFILL AREAS, SHALL RECEIVE 4 INCHES OF APPROVED TOPSOIL COMPACTED TO 90% OF PROCTOR AND BROADCAST SEEDING WITH APPROVED NATIVE SEED. REMOVAL AND DISPOSAL OF EXISTING PAVEMENT.
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BUILDING
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5'-0" (MIN)
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SLOPE 2.00%
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A
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SAWCUT TO A NEAT EDGE & REPLACE ANY DAMAGED AREAS WITH 3" BITUMINOUS SURFACE COURSE, TACK ALL ASPHALT COLD JOINTS & CONCRETE EDGES
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SCALE: NONE
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NO VERTICAL PIPE ADJUSTMENTS ARE ANTICIPATED. IF VERTICAL PIPE ADJUSTMENT IS NECESSARY, THE CONTRACTOR SHALL CONSTRUCT ACCORDING TO THIS DETAIL.
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YM
BY
OF
Ch
este
r W
aste
wa
ter
Imp
rove
me
nts
- 2
018
Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
80
0
SECTION
TRENCH PLUG
CONCRETE ENCASEMENT
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2.
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%%UNOTES:
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IN-PLACE PERMEABILITY RATE OF 1x10-7 CM/SECOND OR LESS. THE CONTRACTOR SHALL SUBMIT
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WITH ON-SITE LEAN CLAYS. ALL TRENCH WATER STOPS SHALL BE CONSTRUCTED TO HAVE AN
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THE CONTRACTOR SHALL PROVIDE THE MIXTURE PROPORTIONING OF THE BENTONITE MATERIAL
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A CONDUIT FOR GROUNDWATER.
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THE PURPOSE OF THE TRENCH PLUG IS TO PREVENT TYPE 1 & TYPE 2 BEDDING FROM BECOMING
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TRENCH FLOOR
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BENTONITE /SOIL
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MIXTURE (COMPACTED)
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NEW PIPE
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TYPE A BACKFILL
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FINISHED GRADE
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(TYP)
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UNLESS
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NOTED
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EXCAVATION
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TYPICAL TRENCH
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NEW PIPE
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TRENCH EXCAVATION
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3'-0" BELOW TYPICAL
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MIXTURE (COMPACTED)
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BENTONITE /SOIL
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TYPE A BACKFILL
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THE CONFORMANCE WITH THIS PERMEABILITY RATE.
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A MIX PROPORTION DESIGN & CERTIFIED TESTING RESULTS FROM A PROFESSIONAL LAB INDICATING
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A
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SEPARATION GEOTEXTILE SUCH AS US 205NW AS MANUFACTURED BY U.S. FABRICS OR ENGINEERS APPROVED EQUAL MEETING THE REQUIREMENTS OF MPW STANDARD SPECIFICATION SECTION 02110
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STRUCTURAL FILL
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8" PVC SEWER
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CONCRETE ENCASEMENT
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Ch
este
r W
aste
wa
ter
Imp
rove
me
nts
- 2
018
Chester, M
ontana
RPA
Copyright ãRobert Peccia
& Associates
2018
T. B
OD
LO
VIC
K. A
RK
G. S
WA
NS
ON
, P
E
AU
GU
ST
2
01
8
18
80
0
STANDARD SANITARY SEWER MANHOLE
CONSTRUCTION NOTES:
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2
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C1-4,C1-11
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PRECAST MANHOLE SECTION WITH MONOLITHIC BASE
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PRECAST ECCENTRIC MANHOLE CONE
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ADJUSTING RINGS (2" MIN - 12" MAX)
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SHELF
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CAST IRON FRAME AND COVER
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STANDARD MANHOLE STEPS (ROTATED IN DRAWING FOR CLARITY)
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STRUCTURAL EMBANKMENT (8" MIN THICKNESS)
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PSX GASKET OR APPROVED EQUAL (TYP FOR ALL PIPES)
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FINISHED GRADE
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CHANNEL
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1.PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTM C478. PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTM C478. 2.PROVIDE 3" GROUT SPACE AROUND ALL PIPE. ALL JOINTS SHALL BE GROUTED WATERTIGHT. PROVIDE 3" GROUT SPACE AROUND ALL PIPE. ALL JOINTS SHALL BE GROUTED WATERTIGHT. IF MANHOLE IS LESS THAN 6'-0", OMIT ECCENTRIC CONE AND PROVIDE PRECAST STANDARD STRAIGHT MANHOLE WITH FLAT LID, RISER SECTION, AND COVER. CHANNEL SHALL BE HALF THE DIAMETER OF THE PIPE. CONCRETE SHELVES SHALL SLOPE TOWARD THE CHANNEL AT 1" PER FOOT. MANHOLE COVER SHALL BE MARKED "SEWER" FOR THE MANHOLES. 7.NEW MANHOLES SHALL BE COATED WITH AN EXTERIOR DAMPPROOFING; BITUMINOUS COAT OR NEW MANHOLES SHALL BE COATED WITH AN EXTERIOR DAMPPROOFING; BITUMINOUS COAT OR COAL TAR EPOXY. 8.JOINT MATERIAL SHALL BE "RUBBER-NEK" OR APPROVED EQUAL. JOINT MATERIAL SHALL BE "RUBBER-NEK" OR APPROVED EQUAL. 9.FINISHED MANHOLES SHALL BE IN COMPLIANCE WITH LATEST EDITION OF MPWSS STANDARD FINISHED MANHOLES SHALL BE IN COMPLIANCE WITH LATEST EDITION OF MPWSS STANDARD SPECIFICATIONS. FIELD SET COVER FLUSH W/ PAVEMENT, CONCRETE AND GRASS OR LAWN SURFACE. FIELD SET COVER 3" BELOW GRADE IN GRAVEL SURFACE UNLESS NOTED ON MANHOLE TABLE. STEPS SHALL BE PLACED AT 90° TO THE LINE OF SEWER PIPE WHERE APPLICABLE.12.PROVIDE ALL SHORING NECESSARY TO PROTECT EXISTING STRUCTURES AND INFRASTRUCTURE.PROVIDE ALL SHORING NECESSARY TO PROTECT EXISTING STRUCTURES AND INFRASTRUCTURE.
