construction drawings bozeman sourdough water … · 2019. 5. 10. · prepared by: robert peccia...

Prepared by:Robert Peccia and AssociatesHelena, MT www.rpa-hln.com

Designed By: Chris Hayes, PEDrawn By: Kevin ArkChecked By: Gary Swanson, PEQA/QC Approval: Jeff Key, PERPA Job Number: 18800.001Date: May 2019

Set Number _______

APR

Bozeman Sourdough Water Transmission Main - 2019Bozeman, Montana

CONSTRUCTION DRAWINGS

05/08/2019

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BOZEMAN SOURDOUGH WATER TRANSMISSION MAIN - 2019

Havre

Great Falls

Glendive

Miles City

Billings

Butte

Helena

Missoula

Kalispell

POWDERRIVER

DEERLODGE

SILVERBOW

LEWISAND

CLARK JUDITHBASIN

GOLDENVALLEY

DANIELS SHERIDAN

ROOSEVELT

WIBAUXPRAIRIE

RICHLAND

DAWSON

VALLEY

GARFIELD

ROSEBUD

PHILLIPS

MUSSELSHELL

PETROLEUM

MC CONE

CARTER

CUSTER

YELLOWSTONE

BIG HORN

FALLON

TREASURE

HILLTOOLE

WHEATLAND

FERGUSCASCADE

MEAGHER

CHOUTEAU

LIBERTYGLACIER

FLATHEADPONDERA

TETON

POWELL

LAKE

MISSOULA

GRANITE

STILLWATER

SWEET GRASSGALLATIN

PARKBEAVERHEAD

JEFFERSON

MADISON

BROADWATER

RAVALLI

LINCOLN

SANDERS

MINERAL

BLAINE

CARBON

PROJECTSITE

RPA

Prepared For: City of Bozeman

Prepared By: Robert Peccia & Associates, Inc.3147 Saddle DriveHelena, Montana 59601406.447.5000

Dillon

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Copyright ãRobert Peccia

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2019

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NO SCALE

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SOURDOUGH RD

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NASH RD

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SOUTH THIRD RD

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TO BOZEMAN

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GENERAL NOTES:

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1. GENERAL NOTES FOR CONSTRUCTION WORK ARE SHOWN ON THIS SHEET. GENERAL NOTES FOR CONSTRUCTION WORK ARE SHOWN ON THIS SHEET. 2. UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL WORK WILL CONFORM TO MPWSS, UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL WORK WILL CONFORM TO MPWSS, LATEST EDITION AND MODIFICATIONS TO MPWSS AND THE CURRENT CITY OF BOZEMAN CONSTRUCTION STANDARDS.. 3. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND PIPING FOR CONNECTING NEW THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND PIPING FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS AND ADJUSTMENTS TO AVOID OTHER UTILITIES. 4. ANY PROPERTY PINS OR MONUMENTS THAT ARE DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE ANY PROPERTY PINS OR MONUMENTS THAT ARE DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 5. WITH 48 HOURS NOTICE BASE LINE POINTS OR OTHER CRITICAL HORIZONTAL CONTROL MAY BE OBTAINED FROM THE WITH 48 HOURS NOTICE BASE LINE POINTS OR OTHER CRITICAL HORIZONTAL CONTROL MAY BE OBTAINED FROM THE ENGINEER IN A NORTHING AND EASTING FORMAT CORRESPONDING WITH CONTROL POINTS. AUTOCAD BASE MAP WILL BE AVAILABLE TO THE CONTRACTOR TO ASSIST IN LOCATING PERTINENT POINTS FOR CONSTRUCTION. 6. EXISTING UNDERGROUND INSTALLATION AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION EXISTING UNDERGROUND INSTALLATION AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. ACCURACY OF SUCH INFORMATION IS NOT GUARANTEED AND SHALL BE VERIFIED BY THE CONTRACTOR. ALL COSTS ASSOCIATED WITH REMOVING AND DISPOSING OF EXISTING OR ABANDONED WATER IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY PRIOR TO EXCAVATION. DEPTH OF EXISTING GAS, TELEPHONE, AND UNDERGROUND POWER ARE ESTIMATED AT 2'-6”. CONTRACTOR TO VERIFY ACTUAL . CONTRACTOR TO VERIFY ACTUAL DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR CONSTRUCTION ACTIVITIES, EXCEPT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR CONSTRUCTION ACTIVITIES, EXCEPT THOSE SPECIFICALLY ADDRESSED IN THE SPECIAL PROVISIONS. 8. CONTRACTOR SHALL INSTALL (2) LAYERS OF 4” THICK CLOSED CELL POLYURETHANE INSULATION (BLUE BOARD) CONTRACTOR SHALL INSTALL (2) LAYERS OF 4” THICK CLOSED CELL POLYURETHANE INSULATION (BLUE BOARD) THICK CLOSED CELL POLYURETHANE INSULATION (BLUE BOARD) FOR FULL WIDTH OF TRENCH ON ALL WATER MAINS WITH LESS THAN 6'-6” OF COVER. OF COVER. 9. ALL FENCING, CONCRETE, ASPHALT, GRAVEL AREAS, AND GRASS AREAS SHALL BE REPAIRED AND LEFT IN THE ALL FENCING, CONCRETE, ASPHALT, GRAVEL AREAS, AND GRASS AREAS SHALL BE REPAIRED AND LEFT IN THE SAME OR BETTER CONDITION AS THEY WERE PRIOR TO CONSTRUCTION. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ROCKS LARGER THAN 1 " DIAMETER FROM SURFACE ON PRIVATE PROPERTY. 12" DIAMETER FROM SURFACE ON PRIVATE PROPERTY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING NECESSARY TO PERFORM ALL CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING NECESSARY TO PERFORM ALL CONSTRUCTION ACTIVITIES INCLUDING ANY TESTING AND WORK NECESSARY TO DEVELOP A DEWATERING PLAN. 11. ALL PIPES AND EQUIPMENT THAT CONVEY OR STORE POTABLE WATER SHALL BE DISINFECTED PRIOR TO PLACING IN ALL PIPES AND EQUIPMENT THAT CONVEY OR STORE POTABLE WATER SHALL BE DISINFECTED PRIOR TO PLACING IN SERVICE IN ACCORDANCE WITH AWWA STANDARD C653-03 AND C651-05. 12. ALL BURIED DUCTILE IRON PIPE MECHANICAL JOINT FITTINGS SHALL BE PROVIDED WITH JOINT RESTRAINTS (EBAA ALL BURIED DUCTILE IRON PIPE MECHANICAL JOINT FITTINGS SHALL BE PROVIDED WITH JOINT RESTRAINTS (EBAA IRON MEGALUG OR APPROVED EQUAL). SEE SHEET C-7, DETAIL 2 FOR PIPE RESTRAINT LENGTH TABLE. THIS INCLUDES ALL DUCTILE IRON PIPE CAPS OR PLUGS. ALL THRUST BLOCKS SHOWN ARE REQUIRED IN ADDITION TO RESTRAINED JOINT SYSTEMS. 13. SEE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, STANDARD DETAILS: SEE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, STANDARD DETAILS: NO. 02221-1 TYPICAL UTILITY TRENCH DETAILS TYPICAL UTILITY TRENCH DETAILS NO. 02221-1 PIPE BEDDING ALTERNATE PIPE BEDDING ALTERNATE NO. 02222-1 TRENCH PLUG EXCAVATION DETAILS TRENCH PLUG EXCAVATION DETAILS NO. 02660-1 THRUST BLOCKING FOR WATER MAIN FITTINGS THRUST BLOCKING FOR WATER MAIN FITTINGS NO. 02660-3 THRUST BLOCKING FOR WATER MAIN VALVES THRUST BLOCKING FOR WATER MAIN VALVES NO. 02660-10 TYPICAL VALVE/TEE RESTRAINT TYPICAL VALVE/TEE RESTRAINT 14. ALL DI PIPE SHALL BE ENCASED IN V-BIO ENHANCED POLYETHYLENE ENCASEMENT WITH BONDED JOINTS AND ALL DI PIPE SHALL BE ENCASED IN V-BIO ENHANCED POLYETHYLENE ENCASEMENT WITH BONDED JOINTS AND CATHODIC PROTECTION.

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NOTES:

DETAIL AND SECTION CALLOUT

DRAWINGIDENTIFICATION SYSTEM

LETTER DISCIPLINE

STANDARDRPA FORMAT

ABBREVIATIONS

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FAB

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FC

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FCA

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FCO

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FDN

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FG

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FHY

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FLR

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FL

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FLL

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FOC

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FTG

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HD

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HDR

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HGT

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HP

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I&C

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ID

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IN

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INFL

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INSTM

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INV

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KVA

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LF

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MTL

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MAX

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MCC

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MECH

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MFR

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MGD

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MH

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MIN

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MJ

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MSNRY

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MO

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MWS

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N

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NEC

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N.I.C.

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NPT

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OC

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OF

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PDR

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PE

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PL

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PROP

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PS

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PSI

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PSIA

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RCP

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RDCR

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S

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SCH

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SECT

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SIM

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SLP

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SPD

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SS

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STA

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STD

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STL

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TDH

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TEMP

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THD

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TW

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TYP

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DIMJ

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EW

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EXST

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EXC

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EA

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ELEV

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DIP

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DWG

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DIA

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CP

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CV

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CMU

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CO

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CONC

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C

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CIP

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AB

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BFF

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BLDG

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C

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BV

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BFV

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ARV

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BF

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ANSI

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ANC

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@

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AMERICAN NATIONAL STANDARDS INSTITUTE

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BLIND FLANGE

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BELOW FINISH FLOOR

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AIR RELEASE VALVE

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ANCHOR

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ANCHOR BOLT, AGGREGATE BASE

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AT

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BUTTERFLY VALVE

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BUILDING

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BALL VALVE

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CONDUIT

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CAST IRON PIPE

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CENTERLINE

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CONCRETE MASONRY UNIT

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CLEANOUT

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CONCRETE

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CONTROL PANEL

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CHECK VALVE

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DIAMETER

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DUCTILE IRON MECHANICAL JOINT

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DUCTILE IRON PIPE

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DRAWING

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EACH

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ELEVATION

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EACH WAY

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EXCAVATE

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EXISTING

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OUTSIDE FACE, OVERFLOW

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STEEL, STEEL PIPE

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TEMPERATURE

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TYPICAL

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THREAD

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TOP OF WALL

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TOTAL DYNAMIC HEAD

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SECTION

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SLOPE

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STATION

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STANDARD

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SUMP PUMP DRAIN

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SANITARY SEWER, STAINLESS STEEL

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SIMILAR

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SCHEDULE

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SOUTH, SAND

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PROPERTY

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REDUCER

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POUNDS PER SQUARE INCH, ACTUAL

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REINFORCED CONCRETE PIPE

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PRESSURE SWITCH

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POUNDS PER SQUARE INCH

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PLAIN END, POLYETHYLENE

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PLATE (STEEL), PROPERTY LINE

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PUMPED DRAIN

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FLANGE

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KILO-VOLT-AMPERES

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MASONRY

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NOT IN CONTRACT

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NORTH, NEUTRAL

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NATIONAL PIPE THREAD

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ON CENTER

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NATIONAL ELECTRIC CODE

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MASONRY OPENING

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MAXIMUM WATER SURFACE

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MECHANICAL JOINT

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MECHANICAL

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MILLION GALLONS PER DAY

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MANHOLE

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MINIMUM, MINUTE

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MANUFACTURER

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MOTOR CONTROL CENTER

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MAXIMUM

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LINEAR FEET

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MATERIAL

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INSTRUMENTATION

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INSIDE DIAMETER

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INVERT

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INCH

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INFLUENT

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HORSEPOWER

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INSTRUMENTATION & CONTROL

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HEIGHT

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HEADER

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HUB DRAIN

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FOOTING

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FLOW LINE

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FACE OF CONCRETE

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FOUNDATION

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FLOOR

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FIRE HYDRANT

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FINISH GRADE

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FLANGED COUPLING ADAPTER

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FLOOR CLEAN OUT

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FLEXIBLE COUPLING

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FABRICATION

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POLYVINYL CHLORIDE PLASTIC

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PVC

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L

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GALVANIZED STEEL PIPE

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GPM

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GV

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GSP

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GALV

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GA

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GALLONS PER MINUTE

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GATE VALVE

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GALVANIZED

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GAUGE

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DRAIN, DRIVE

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DR

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MECHANICAL COUPLING

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MC

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CTD

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CENTERED

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FD

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FLOOR DRAIN

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TEMPORARY BENCH MARK

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TBM

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ANGLE OF DEFLECTION

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CAST IRON

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CI

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EAST, EXTERNAL CURVE DISTANCE

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E

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DEGREE OF CURVATURE

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D

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C

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NUMBER, NORMALLY OPEN

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NO.

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POINT OF CURVATURE, PHOTOCELL

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PC

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PI

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POINT OF INTERSECTION

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PT

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POINT OF TANGENCY

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RADIUS

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R

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TELEPHONE, TANGENT DISTANCE (CURVE)

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T

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SQUARE FEET

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SQFT

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SA

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SAMPLE

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COMBINATION AIR RELEASE VALVE

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CARV

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CORRUGATED METAL PIPE

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CMP

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CABLE TELEVISION

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CATV

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DRILL HOLE (SOIL BORING)

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DH

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DI

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DUCTILE IRON

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FETS

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FLARED END TERMINAL SECTION

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AC

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ASBESTOS CEMENT

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APPROX

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APPROXIMATELY

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BM

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BENCHMARK

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CSP

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CORRUGATED STEEL PIPE

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CU

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CUBIC

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GAS

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GAS

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LBS

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POUNDS

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MILLION GALLONS

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MG

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RIGHT-OF-WAY

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R/W

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STORM DRAIN

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SD

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SOILS TEST HOLE, STREET

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ST

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ALUMINUM

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ALUM

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HVAC

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HEATING, VENTILATING, & AIR CONDITIONING

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MDT

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MONTANA DEPARTMENT OF TRANSPORTATION

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TS

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TECHNICAL SPECIFICATION

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TEST PIT

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TP

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AH

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AHEAD

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AVE

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AVENUE

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BK

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BACK

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PUMP DRAIN RETURN

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DRR

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FT

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FOOT, FEET

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HIGH DENSITY POLYETHYLENE

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HDPE

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JT

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JOINT

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ALL AROUND

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AA

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DWD

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DIFFUSER WATER DEPTH

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BOD

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BIOCHEMICAL OXYGEN DEMAND

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GPD

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GALLONS PER DAY

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TOTAL SUSPENDED SOLIDS

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TSS

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TWAS

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THICKENED WASTE ACTIVATED SLUDGE

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RAS

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RECIRCULATED ACTIVATED SLUDGE

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NPW

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NON-POTABLE WATER

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GROOVED

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GRV

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UBC

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UG

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V

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VERT

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W/

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W/O

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WC

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WS

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WSP

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YD

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WELDED STEEL PIPE

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YARD

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WATER CLOSET

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WATER SURFACE, WATER STOP

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WITH

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WITHOUT

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VERTICAL

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UNDERGROUND

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VENT, VOLT, VALVE

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UNIFORM BUILDING CODE

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WWF

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WELDED WIRE FABRIC

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VALVE

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VLV

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W

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WEST, WATER

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USED AS A VARIABLE

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X

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WO

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WELDED OUTLET

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WAS

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WASTE ACTIVATED SLUDGE

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ATS

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AUTOMATIC TRANSFER SWITCH

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AFF

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ABOVE FINISHED FLOOR

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FO

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FIBEROPTICS

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ELEC

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ELECTRICAL

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VENT THROUGH ROOF

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VTR

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HB

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HOSE BIB

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HP

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HIGH POINT

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OD

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OUTSIDE DIAMETER

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AMPERE, AMBER

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A

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CIRCUIT BREAKER

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CB

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CPLG

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COUPLING

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CR

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CONTROL RELAY

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ETM

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ELAPSED TIME METER

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EF

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EXHAUST FAN

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EMT

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ELECTRICAL METALLIC TUBING

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GROUND

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G

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GFI

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GROUND FAULT INTERRUPTER

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HWY

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HIGHWAY

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IMC

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KW

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KILOWATT

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INTERMEDIATE METALLIC CONDUIT

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M

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MOTOR

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LP

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LIGHTING & POWER PANEL

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LSH

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LEVEL SWITCH HIGH

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LSL

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LEVEL SWITCH LOW

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NC

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NORMALLY CLOSED

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OL

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OVERLOAD

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PULL BOX, PUSHBUTTON

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PB

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PHASE

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RS

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RIGID STEEL CONDUIT

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TDR

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TIME DELAY RELAY

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TR

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TIMING RELAY

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TS

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TEMPERATURE SWITCH

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UH

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UNIT HEATER

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UPC

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UNIFORM PLUMBING CODE

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VARIABLE FREQUENCY DRIVE

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VFD

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TRANSFORMER

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XFMR

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1. CONTACT THE ENGINEER FOR CONTACT THE ENGINEER FOR ABBREVIATIONS NOT LISTED. 2. THIS IS A STANDARD LEGEND SHEET. THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME ABBREVIATIONS MAY APPEAR ON THIS SHEET AND MAY NOT BE UTILIZED ON THIS PROJECT.

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C CIVIL CIVIL E ELECTRICAL ELECTRICAL G GENERAL GENERAL GA GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL GC GENERAL CIVIL GENERAL CIVIL GM GENERAL MECHANICAL GENERAL MECHANICAL GS GENERAL STRUCTURAL GENERAL STRUCTURAL M MECHANICAL MECHANICAL S STRUCTURAL STRUCTURAL A ARCHITECTURAL ARCHITECTURAL PID PROCESS AND PROCESS AND INSTRUMENTATION DIAGRAM HV HVACHVAC

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SCHEDULE NUMBER (IF APPLICABLE)

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LETTER DESIGNATION FOR DISCIPLINE GROUP

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DWG NO. WITHIN DISCIPLINE GROUP

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DRAWING NO. BLOCK

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ON DWG WHERE SECTION OR DETAIL IS TAKEN: DWG NO. WHERE SHOWN

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ON DWG WHERE SECTION OR DETAIL IS SHOWN: DWG NO. WHERE TAKEN

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SECTION LETTER OR DETAIL NUMBER

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2019

C. H

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DESCRIPTIONSINGLE LINEDOUBLE LINEDESCRIPTIONSINGLE LINEDOUBLE LINE

DESCRIPTIONSINGLE LINEDESCRIPTIONSINGLE LINEDOUBLE LINE DOUBLE LINE

PROPOSEDEXISTINGDESCRIPTIONPROPOSEDEXISTINGDESCRIPTION

VALVE SYMBOLS

PIPE AND FITTING SYMBOLS CIVIL SYMBOLS

GENERAL NOTES:

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BALL CHECK

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PRESSURE RELIEF

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SAMPLE

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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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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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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 PIPE

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(SCREENED)

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CAP

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BLIND FLANGE

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UNION

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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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NO THREAD OUTLET

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1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET AND MAY NOT BE UTILIZED ON THIS PROJECT. 2. CONTACT THE ENGINEER FOR SYMBOLS NOT LISTED.CONTACT THE ENGINEER FOR SYMBOLS NOT LISTED.

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BUILDING

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ROAD

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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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MH

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12"W

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FENCE LINE (BARB WIRE)

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S

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PROPERTY LINE

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RIGHT OF WAY

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CONTOURS

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5500

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5498

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5500

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5498

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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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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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DH1 TP1

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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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MECHANICAL JOINT

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CONCENTRIC REDUCER

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ECCENTRIC REDUCER

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NON FREEZE HOSE VALVE X=NO IN SPECS

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NON FREEZE HOSE VALVE X=NO IN SPECS

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FLOW CONTROL VALVE/ NEEDLE VALVE

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PRESSURE REDUCING VALVE

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Bozem

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RPA


& Associates

2019

C. H

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CP6

CP5

ST-1

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ST-3

ST-4P

PRIVATE PROPERTY

PRIVATEPROPERTY

36004

36003

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(SCALE IN FEET)

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0

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100

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100

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200

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N

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ST-#

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CONTROL POINT

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TEST PITS

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%%ULEGEND

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WATERLINE EASEMENT (1917 - NO WIDTH SPECIFIED)

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WATERLINE EASEMENT (1957 - 30' WIDE)

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2019

C. H

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BORE HOLE TABLE

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COORDINATE TABLE

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NORTHING

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EASTING

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ELEVATION

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POINT

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500598.93

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1579110.95

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5158.41

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ST-1

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499945.07

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1578877.08

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5162.33

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ST-2P

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499101.95

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1578575.01

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5167.22

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ST-3

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498149.39

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1578233.72

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5170.52

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ST-4P

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NORTHING

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EASTING

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POINT

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500678.10

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1579161.97

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P-1

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500671.33

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1579161.81

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P-2

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500662.23

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1579161.59

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P-3

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500648.46

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1579161.26

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P-4

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DESCRIPTION

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30" RESTRAINED TRANSITION COUPLER

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48"x30" DI CONCENTRIC REDUCER (MJ)

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48" DI WYE (MJ)

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500641.52

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1579161.09

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P-5

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30" DI BUTTERFLY VALVE (MJ)

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500635.96

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1579160.96

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P-6

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SHEET

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C-6

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C-6

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C-6

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C-6

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C-6

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C-6

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500653.07

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1579151.99

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P-7

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C-6

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500622.33

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1579119.72

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P-8

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48" DI 22.5° HORIZ BEND (MJ)

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C-6

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498138.54

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1578229.84

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P-9

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48" DI 22.5° HORIZ BEND (MJ)

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C-5

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498117.08

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1578229.44

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P-10

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C-5

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498108.54

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1578229.28

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P-11

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48" DI TEE (MJ)

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C-5

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498108.72

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1578219.63

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P-12

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C-5

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498108.83

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1578214.20

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P-13

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48" DI CAP (MJ)

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C-5

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498108.38

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1578238.94

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P-14

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C-5

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498108.24

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1578246.35

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P-15

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48" DI TEE (MJ)

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C-5

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498097.05

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1578245.40

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P-16

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C-5

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498090.39

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1578244.97

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P-17

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C-5

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498108.06

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1578256.26

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P-18

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C-5

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498107.89

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1578264.92

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P-19

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30"x6" DI TEE (MJ)

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C-5

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498107.75

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1578272.40

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P-20

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C-5

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498107.66

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1578277.96

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P-21

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C-5

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498120.86

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1578265.15

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P-22

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6" GATE VALVE (MJ)

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C-5

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498126.86

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1578265.26

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P-23

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6" BLOW OFF

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C-5

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500641.53

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1579139.88

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P-24

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48"x6" DI TEE (MJ)

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C-6

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500645.09

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1579136.49

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P-25

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6" GATE VALVE (MJ)

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C-6

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500652.95

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1579129.00

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P-26

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6" BLOW OFF

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C-6

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499392.97

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1578679.27

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P-27

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C-3

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Bozem

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RPA


& Associates

2019

C. H

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C-1

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NASH ROAD

CIVIL SITE PLAN

PRIVATE PROPERTY

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CONSTRUCTION NOTES:

PRIVATEPROPERTY

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(SCALE IN FEET)

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0

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100

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100

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200

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N

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CONNECTION DETAIL NORTH

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1

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C-6

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WATER MAIN PLAN AND PROFILE

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1

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C-2

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1

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C-3

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1

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C-4

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CONNECTION DETAIL SOUTH

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1

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C-5

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EXISTING 30" WATER MAIN - TO REMAIN IN SERVICE

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ABANDONED 18" WATER MAIN

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EXISTING 30" WATER MAIN - TO REMAIN IN SERVICE

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NICHOLS CREEK

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SOURDOUGH CREEK

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BOZEMAN CREEK

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LOCATIONS OF ABANDONED 18"WATER MAINS IN THE 1957 & 1917 EASEMENTS ARE APPROXIMATE. THE EXACT LOCATIONS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY WATER MAINS OR COMPONENTS ENCOUNTERED INSTALLING PIPE.

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1

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1

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1

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Bozem

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RPA


& Associates

2019

C. H

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(SCALE IN FEET)

08 8 16

(SCALE IN FEET)

040 40 80


PRIVATE PROPERTY

CONSTRUCTION NOTES:

PRIVATE PROPERTY

SOURDOUGH ROAD

ST-1 ST-2P

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N

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1

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C-6

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VERTICAL

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HORIZONTAL

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STA. 0+30.0 48"x6" DI TEE (MJ)

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48" DI CL 51

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1

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C-1,C-6

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MATCH LINE STA. 10+00 SEE SHEET C-3

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NICHOLS CREEK

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LOCATIONS OF ABANDONED 18"WATER MAINS IN THE 1957 & 1917 EASEMENTS ARE APPROXIMATE. THE EXACT LOCATIONS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY WATER MAINS OR COMPONENTS ENCOUNTERED INSTALLING PIPE. LINE NICHOLS CREEK WITH BENTONITE SOIL MIXTURE 2'-0" THICK x WIDTH OF TRENCH (COMPACTED) PER TRENCH PLUG DETAIL. CONTRACTOR RESPONSIBLE FOR ALL WORK ASSOCIATED WITH CREEK REROUTE OR BYPASS PUMPING FOR INSTALLATION OF PIPE AT CROSSING. 3. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ANY ROCKS LARGER THAN 1 " DIA. FROM SURFACE. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ANY ROCKS LARGER THAN 1 " DIA. FROM SURFACE. 12" DIA. FROM SURFACE. ALL WORK ON NASH PROPERTY TO BE PERFORMED IN 1957 EASEMENT ONLY. INSTALL 4" OF RIGID INSULATION THE FULL WIDTH OF THE TRENCH WHEN BURY TO TOP OF PIPE IS LESS THAN 6'-6" FOR WATER.

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STA. 0+00 48" DI WYE (MJ)

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STA. 0+13.27 48" DI BUTTERFLY VALVE (MJ)

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FENCE REMOVAL AND REPLACEMENT

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EXISTING 30" CEMENT COATED/LINED STEEL PIPE (TO REMAIN IN SERVICE)

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NICHOLS CREEK

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STA. 0+00.0 48" DI WYE (MJ)

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EXISTING GROUND

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MAINTAIN POSITIVE GRADE

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ASPHALT REMOVAL AND REPLACEMENT

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STA. 0+46.5 EXISTING FENCE

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STA. 0+55.2 EXISTING GAS

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STA. 0+57.8 48" DI 22.5° HORIZ BEND (MJ)

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STA. 30+00.0 48"x6" DI TEE (MJ)

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BLOW OFF DETAIL

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C-8

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C-6

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TYPICAL ASPHALT SECTION

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C-7

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STA. 0+00 TO 1+25 4" RIGID INSULATION

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5

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5

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TRENCH PLUG (TYP OF 5)

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TYPE 2 BEDDING (18" THICK x TRENCH WIDTH), PLACED BENEATH TYPE 1 BEDDING. STA 0+00 TO 8+50 PER GEOTECH.

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SEE CITY OF BOZEMAN STANDARD DRAWINGS FOR TYPICAL UTILITY TRENCH DETAILS, TRENCH PLUG, THRUST BLOCKING, AND TYPICAL VALVE/TEE RESTRAINT DETAILS.

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UTILITY MARKER

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C-7

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UTILITY MARKER

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Bozem

an, M

ontana

RPA


& Associates

2019

C. H

AY

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K. A

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G. S

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PRIVATE PROPERTY


CONSTRUCTION NOTES:

ST-3

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N

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VERTICAL

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HORIZONTAL

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48" DI CL 51

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EXISTING GROUND

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C-1

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1. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ANY ROCKS LARGER THAN 1 " DIA. FROM SURFACE. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ANY ROCKS LARGER THAN 1 " DIA. FROM SURFACE. 12" DIA. FROM SURFACE. LOCATIONS OF ABANDONED 18"WATER MAINS IN THE 1957 & 1917 EASEMENTS ARE APPROXIMATE. THE EXACT LOCATIONS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY WATER MAINS OR COMPONENTS ENCOUNTERED INSTALLING PIPE. ALL WORK ON NASH PROPERTY TO BE PERFORMED IN 1957 EASEMENT ONLY. INSTALL 4" OF RIGID INSULATION THE FULL WIDTH OF THE TRENCH WHEN BURY TO TOP OF PIPE IS LESS THAN 6'-6" FOR WATER.

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STA. 13+63 48" DI BUTTERFLY VALVE (MJ)

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48" DI BUTTERFLY VALVE (P-27) (MJ)

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UTILITY MARKER

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- 2

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Bozem

an, M

ontana

RPA


& Associates

2019

C. H

AY

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K. A

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G. S

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NA

SH

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CONSTRUCTION NOTES:

ST-4P

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N

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HORIZONTAL

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48" DI CL 51

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1

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C-5

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EXISTING 30" WATER MAIN (TO REMAIN IN SERVICE)

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1

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C-1,C-5

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STA. 27+26.2 48" DI TEE (MJ)

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REMOVE AND DISPOSE OF EXISTING BLOWOFF ASSEMBLY

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STA. 27+43.3 48" DI TEE (MJ)

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EXISTING GROUND

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ASPHALT REMOVAL AND REPLACEMENT

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STA. 27+03.8 EXISTING FENCE

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STA. 26+95.1 EXISTING GAS

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STA. 27+43.3 48" DI TEE (MJ)

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STA. 27+26.2 48" DI TEE (MJ)

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1. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ANY ROCKS LARGER THAN 1 " DIA. FROM SURFACE. SALVAGE ALL TOPSOIL AND STOCKPILE SEPARATELY. REMOVE ANY ROCKS LARGER THAN 1 " DIA. FROM SURFACE. 12" DIA. FROM SURFACE. LOCATIONS OF ABANDONED 18"WATER MAINS IN THE 1957 & 1917 EASEMENTS ARE APPROXIMATE. THE EXACT LOCATIONS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY WATER MAINS OR COMPONENTS ENCOUNTERED INSTALLING PIPE. ALL WORK ON NASH PROPERTY TO BE PERFORMED IN 1957 EASEMENT ONLY. INSTALL 4" OF RIGID INSULATION THE FULL WIDTH OF THE TRENCH WHEN BURY TO TOP OF PIPE IS LESS THAN 6'-6" FOR WATER.

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C-5

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C-7

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BLOW OFF DETAIL

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C-8

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EXISTING 30" WATER MAIN (TO REMAIN IN SERVICE)

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UTILITY MARKER

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- 2

019

Bozem

an, M

ontana

RPA


& Associates

2019

C. H

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G. S

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CONSTRUCTION NOTES:


NASH ROAD

PRIVATE PROPERTY

PRIVATE PROPERTY

PRIVATE PROPERTY

PRIVATE PROPERTY

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48" DI 22.5° HORIZ. BEND(P-9) (MJ)

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1. SEE GENERAL NOTES ON SHEET G-1. SEE GENERAL NOTES ON SHEET G-1. CONTRACTOR TO VERIFY DIAMETER, LOCATION AND PIPE MATERIAL OF EXISTING 30" CEMENT COATED/LINED STEEL PIPE TO CONFIRM TRANSITION COUPLING SIZE. CEMENT COATING WILL HAVE TO BE REMOVED TO EXPOSE STEEL CORE FOR ATTACHMENT OF COUPLING. COAT ALL EXPOSED STEEL WITH BITUMASTIC COATING BEFORE RE-BURYING. 3. PROVIDE STAINLESS STEEL BOLT PACKS FOR ALL BURIED FITTINGS. PROVIDE STAINLESS STEEL BOLT PACKS FOR ALL BURIED FITTINGS. PROVIDE MEGALUG RESTRAINED CAP. LOCATIONS OF ABANDONED 18"WATER MAINS IN THE 1957 & 1917 EASEMENTS ARE APPROXIMATE. THE EXACT LOCATIONS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY WATER MAINS OR COMPONENTS ENCOUNTERED INSTALLING NEW PIPE. ALL WORK ON NASH PROPERTY TO BE PERFORMED IN 1957 EASEMENT ONLY. REMOVE EXISTING 30" PIPING, VALVE AND BLOW OFF ASSEMBLY. 8. MEGALUG OR APPROVED RESTRAINED JOINT SYSTEMS ARE REQUIRED ON ALL MEGALUG OR APPROVED RESTRAINED JOINT SYSTEMS ARE REQUIRED ON ALL FITTINGS. CONCRETE THRUST BLOCKS AS SHOWN MUST BE INSTALLED IN MUST BE INSTALLED IN BE INSTALLED IN ADDITION TO RESTRAINED JOINTS OR MEGALUGS. BEARING AREA FOR THRUST BLOCKS FOR THE 48" CAPS AND TEES SHOWN IS 49 SQUARE FEET.

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SEE CITY OF BOZEMAN STANDARD DRAWINGS FOR UTILITY TRENCH DETAIL AND PIPE BEDDING, THRUST BLOCKING, AND TYPICAL VALVE/TEE RESTRAINT DETAILS

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48" DI PIPE

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48" DI BUTTERFLY VALVE (P-10) (P-12) (MJ)

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48" DI CAP (P-13) (MJ)

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48" DI TEE (P-11) (MJ)

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(SCALE IN FEET)

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48" DI TEE (P-15) (MJ)

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48" DI SPOOL (TYP 7 PLACES)

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48"x30" DI CONCENTRIC REDUCER (P-16) (MJ)

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30" RESTRAINED TRANSITION COUPLER (P-17)

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30"x6" DI TEE (P-19) (MJ x FL)

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6" DI PIPE

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6" GATE VALVE (P-22) (MJ)

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AIR QUIK COUPLER

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BLOW OFF DETAIL (P-23)

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C-1,C-4

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CONCRETE THRUST BLOCKS MUST BE INSTALLED AT TEES AND CAPAS SHOWN IN ADDITION TO MEGALUG OR APPROVED RESTRAINT JOINT SYSTEMS

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6

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C-7

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EDGE OF ASPHALT (TYP)

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CONCRETE THRUST BLOCKS MUST BE INSTALLED AT TEES AND CAPAS SHOWN IN ADDITION TO MEGALUG OR APPROVED RESTRAINT JOINT SYSTEMS

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Bozem

an, M

ontana

RPA


& Associates

2019

C. H

AY

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, P

E

K. A

RK

G. S

WA

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ON

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Y, 2

01

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PRIVATE PROPERTY

PRIVATEPROPERTY

PRIVATE PROPERTY

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1. SEE GENERAL NOTES ON SHEET G-1. SEE GENERAL NOTES ON SHEET G-1. CONTRACTOR TO VERIFY DIAMETER, LOCATION AND PIPE MATERIAL OF EXISTING 30" CEMENT COATED/LINED STEEL PIPE TO CONFIRM TRANSITION COUPLING SIZE. CEMENT COATING WILL HAVE TO BE REMOVED TO EXPOSE STEEL CORE FOR ATTACHMENT OF COUPLING. COAT ALL EXPOSED STEEL WITH BITUMASTIC COATING BEFORE RE-BURYING. 3. PROVIDE STAINLESS STEEL BOLT PACKS FOR ALL BURIED FITTINGS. PROVIDE STAINLESS STEEL BOLT PACKS FOR ALL BURIED FITTINGS. LOCATIONS OF ABANDONED 18"WATER MAINS IN THE 1957 & 1917 EASEMENTS ARE APPROXIMATE. THE EXACT LOCATIONS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY WATER MAINS OR COMPONENTS ENCOUNTERED INSTALLING NEW PIPE. ALL WORK ON NASH PROPERTY TO BE PERFORMED IN 1957 EASEMENT ONLY. 6. MEGALUG OR APPROVED RESTRAINED JOINT SYSTEMS ARE REQUIRED ON ALL MEGALUG OR APPROVED RESTRAINED JOINT SYSTEMS ARE REQUIRED ON ALL FITTINGS. CONCRETE THRUST BLOCKS AS SHOWN MUST BE INSTALLED IN MUST BE INSTALLED IN BE INSTALLED IN ADDITION TO RESTRAINED JOINTS OR MEGALUGS. BEARING AREA FOR THRUST BLOCKS FOR THE 48" CAPS AND TEES SHOWN IS 64 SQUARE FEET.

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48" DI PIPE

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48" 22.5° HORIZ DI BEND(P-8) (MJ)

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48" DI PIPE

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48" DI WYE (P-3) (MJ)

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EXISTING 30" BUTTERFLY VALVE

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C-1,C-2

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CONCRETE THRUST BLOCK AT WYE

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C-7

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EDGE OF ASPHALT (TYP)

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BLOW OFF DETAIL (P-26)

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C-8

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AIR QUICK COUPLER

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6" GATE VALVE (MJ) (P-25)

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6" DI PIPE

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48"x6" DI TEE (MJxFL) (P-24)

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Bozem

an, M

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RPA


& Associates

2019

C. H

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G. S

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UTILITY MARKER

EQUIVALENT LENGTH TABLE

PIPE RESTRAINT LENGTH "L" (FEET) TABLE

PIPE SIZE(IN)

MAXIMUMPRESSURE

(PSI)WALL

THICKNESSTEE, VALVE,

OR DEAD END

90DEGREE

BEND

45DEGREE

BEND

22.5DEGREE

BEND

11.25DEGREE

BEND6 150 CLASS 51 20 20 20 20 20

12 150 CLASS 51 40 20 20 20 2030 150 CLASS 51 80 40 20 20 2042 150 CLASS 51 120 60 40 20 2048 150 CLASS 51 140 80 40 20 20

MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK,CONCRETE THRUST BLOCKS SHOWN ARE REQUIRED IN ADDITION TO RESTRAINT JOINT SYSTEMS.

EBAA RESTRAINT LENGTH CALCULATOR v7.1.2 WAS USED FOR THESE CALCULATIONS.ASSUMED "CL" SOIL TYPE, SAFETY FACTOR 1.5, 4' BURY, TRENCH TYPE 5.CALCULATIONS WILL HAVE TO BE UPDATED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FORREVIEW IF THERE IS ANY DEVIATION OF MANUFACTURER PIPING TYPE, SOIL TYPE, OR PRESSURE CHANGES

INSTALL RESTRAINTS PER MANUFACTURER'S RECOMMENDATIONS.


CONSTRUCTION NOTES:

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MATERIAL:

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DUAL SIDED UTILITY MARKER

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%%UNOTES:

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SCALE: NONE

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DECALS:

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COLOR:

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WEIGHT:

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LENGTH:

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WIDTH:

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COLOR: BLUE

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COLOR: WHITE

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LETTERING

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E

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T

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T

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BACKGROUND

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E

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CALL

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DIGGING

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R

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COLOR: WHITE

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BACKGROUND

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P

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P

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W

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LETTERING

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C-2,C-3,C-4

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BOTH SIDES

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BLUE

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2.5 LBS

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62.00"

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3.80" (NOMINAL)

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1-800-551-8344

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1-800-424-5555

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COMPOSITE

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1. LETTERING MAY BE VERTICALLY OR HORIZONTALLY SET. LETTERING MAY BE VERTICALLY OR HORIZONTALLY SET. 2. PLACE MARKER AT BENDS AND VALVE IN FIELD AND CREEK CROSSING PLACE MARKER AT BENDS AND VALVE IN FIELD AND CREEK CROSSING ALONG THE TANK TRANSMISSION MAIN. CITY WILL SUPPLY UTILITY MARKERS AND CONTRACTOR WILL INSTALL.

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MFR'S REF:

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CARSONITE

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3'-0" (MIN)

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2

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~

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SCALE: NONE

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3

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C-2,C-4,C-5,C-6

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4" PLANT MIX BITUMINOUS SURFACING

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6" CRUSHED BASE COURSE

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SCARIFY, MOISTURE CONDITION, AND COMPACT TOP 6" OF NATIVE SUBGRADE TO 95% OF STANDARD PROCTOR.

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1. REPLACE ALL ROAD STRIPING. REPLACE ALL ROAD STRIPING. 1" MINUS CRUSHED BASE COURSE MATERIAL. ASPHALT REMOVAL AND REPLACEMENT. PAVE IN TWO 2" LIFTS. APPLY TACK OIL BETWEEN LIFTS AND ON EDGES.

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019

Bozem

an, M

ontana

RPA


& Associates

2019

C. H

AY

ES

, P

E

K. A

RK

G. S

WA

NS

ON

, P

E

MA

Y, 2

01

9

14

70

2

BLOW OFF DETAIL

PRIVATE PROPERTY

PUBLICRIGHT-OF-WAY

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1

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C-2,C-4,C-5, C-6

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SCALE: NONE

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6" GATE VALVE (MJ)

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DI TEE (MJ x FL)

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SLOPE PIPE

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VALVE BOX

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INSTALL AIR QUIK COUPLER (TO MATCH COUPLER ON CITY OF BOZEMAN AIR COMPRESSOR)

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1 " COPPER12" COPPER

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VALVE BOX TOP SECTION

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6" DI SPOOL (TYP)

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6"x1 " SS SADDLE TAP12" SS SADDLE TAP

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6" DIP

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LOCATE @ 1'-0" FROM FENCE

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6" DI 90° BEND(MJ)

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SECURE 18" x 14" MESH INSECT SCREEN (BRONZE OR STAINLESS STEEL) TO PIPE WITH STAINLESS STEEL BAND CLAMP

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construction drawings bozeman sourdough water … · 2019. 5. 10. · prepared by: robert peccia...

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