HomeMy WebLinkAboutRocky Mountain Credit Union - Water & Sewer Main Ext.4700470547104715472047254730473547004705471047154720472547304735-1+000+001+001+504705471047154720472547304735474047054710471547204725473047354740-1+000+001+002+002+50GG4728OHPOHPOHPOHPEX SS EX SS EX SS EX SS EX SS EX SSWWWWWWBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBF0+001+001+134728
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1+74INSTALL 93 LF OF 8" CL51 D.I.P. AWWA C151TYPE "A" TRENCH BACKFILLTYPE "1" PIPE BEDDINGSTA 0+00 TO STA 1+74.15INSTALL 168 LF OF8" SDR 35 PVC ASTM D3034TYPE "A" TRENCH BACKFILLTYPE "1" PIPE BEDDINGLOT 2A WATER EXTENSIONLOT 2A SEWER EXTENSIONdateARCHITECTURE LANDSCAPE ARCHITECTUREproject numbersheet numberdrawn byscaletitleprojectCrevisedrevisionsno.date 2017R.W. Larson Associates, P. C.PLANNING INTERIOR DESIGNAll Rights Reserved.R. W. LARSONASSOCIATES, P. C.3 Farm Colony Drive Warren, PA 16365phone 814.728.6010 fax 814.728.6012email warren@rwlarsonarchitects.com125 39th St., Bldg. No. 3 Pittsburgh, PA 15201phone 412.406.5070 fax 412.325.8136email pittsburgh@rwlarsonarchitects.com1946 West 26th St., Suite 38 Erie, PA 16508phone 814.453.7607email erie@rwlarsonarchitects.comC302DDK150172016-05-31AS SHOWNWATER & SEWER MAIN 1840 Baxter LaneBozeman, Montana 59718Rocky Mountain Credit UnionWEST ACCESS DRIVE
BAXTER LANE
LOT 1A
LOT 2APROPOSED BUILDINGPROPOSED BUILDINGKnow what'sbelow.before you dig.CallREXTENSIONS0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETKEY NOTES:020204010HORIZ. SCALEIN FEET020204010HORIZ. SCALEIN FEET0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETREMOVE AND REPLACE APPROXIMATELY 10 L.F. OF EXISTING CURB & GUTTER AND 253 SF ASPHALT. REPLACE TO MATCHEXISTING ROAD SECTION, AND FULLY RESTORE IRRIGATION AND LANDSCAPING. SEE CONSTRUCTION NOTE 5.INSTALL 2" TEMPORARY WATER SERVICE, AND REMOVE UPON COMPLETION OF TESTING. INSTALL WOOD MARKER PER CITYOF BOZEMAN STD. DRAWING NO. 02730-2, AND STEEL POST PAINTED BLUE PER DRAWING NO. 02660-6.THE WATER SERVICE LINE, UP TO AND INCLUDING THE CORPORATION STOP, IS NOT PART OF BID PACKAGE "A" AND ISDETAILED ON SHEET C103. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AS PART OF BID PACKAGE "A,"INCLUDING BACKFILL AND COMPACTION TO DESIGN SUBGRADE.AS REQUIRED TO ACCESS EXISTING 8" SEWER STUB, REMOVE AND REPLACE APPROXIMATELY 10 L.F. OF EXISTING CURB &GUTTER AND 80 SF ASPHALT. REPLACE TO MATCH EXISTING ROAD SECTION. FLOWABLE FILL IS REQUIRED FOR ALL TRENCHBACKFILL IN BAXTER LANE. INSPECT EXISTING SEWER STUB FOR SLOPE AND CONDITION. INSTALL EXTENSION AT SAMESLOPE AS STUB, OR REMOVE AND RE-INSTALL STUB (OR REPLACE IF IN POOR CONDITION) AT DESIGN SLOPE. SEECONSTRUCTION NOTE 5BID PACKAGE "B" INCLUDES THE 4"X8" WYE AND TEMPORARY PLUG. THE REMAINING SEWER SERVICE LINE IS PART OF BIDPACKAGE "A" WHICH IS DETAILED ON SHEET C301. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AS PART OFBID PACKAGE "A," INCLUDING BACKFILL AND COMPACTION TO DESIGN SUBGRADE.INSTALL WOOD MARKER AND STEEL POST PAINTED GREEN, PER CITY OF BOZEMAN STD. DRAWING NO. 02730-2.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; THE CITY OF BOZEMAN DESIGN STANDARDS ANDSPECIFICATIONS POLICY; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THEINSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THEENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.4.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BYCONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LANDSURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.5.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE CITY OF BOZEMAN, GENERAL CONTRACTOR, SITE SUBCONTRACTOR,MONTANA DEPARTMENT OF TRANSPORTATION (MDT), AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION. A TRAFFICCONTROL PLAN FOR WORK IN BAXTER LANE AND WEST ACCESS DRIVE SHALL BE SUBMITTED AND APPROVED BY THE CITY ENGINEERING DEPT.PRIOR TO THE PRE-CONSTRUCTION MEETING. NOTIFY CITY ENGINEERING AND FIRE/POLICE DEPARTMENTS, AND PROVIDE THEM WITH CLOSURESCHEDULE 48 HOURS PRIOR TO CLOSURE OF ANY ACCESS.6.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCINGCONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BEPERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THECONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.7.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION ASDETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.8.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.9.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THEPROJECT.GENERAL UTILITY NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THEEXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLBE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHENLOCATION IS KNOWN.2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSEDADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTORSHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE.4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER / UDIG @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL EXISTINGUTILITIES SHALL BE MARKED BEFORE DIGGING.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPINGOR DEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED.6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TOINSTALLATION.7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATERLINES OWNED AND MAINTAINED BY THE CITY OFBOZEMAN.8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENTPERSONNEL ONLY.9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICECONNECTIONS TO THE BUILDING.11.ALL SANITARY SEWER AND STORM DRAIN PIPING SHALL BE SDR 35 PVC, IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED.12.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.13.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE FOR BOTH SANITARY SEWERAND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER OF MANHOLE TO CENTER OFMANHOLE ON ALL GRAVITY PIPING.14.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.15.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OFJOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.16.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT WELDED,GROOVED END, OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED.17.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.18.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE.19.ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BETHRUST BLOCKED IN CONFORMANCE WITH MPWSS OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS.20.ALL WATER, STORM DRAIN, AND SANITARY SEWER LEADS TO BUILDING SHALL END 5 FEET OUTSIDE THE BUILDING LIMITS AND SHALL BE PROVIDEDWITH A TEMPORARY PLUG AT END.21.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.22.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OFALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BEREPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.23.WATER MAIN / SERVICE INSULATION BOARD SHALL BE FOAMULAR 400 AS DISTRIBUTED BY UC INDUSTRIES, INC. OR STYROFOAM HIGH LOAD 60 BYDOW CHEMICAL MEETING THE TEST CRITERIA AASHTO SPECFICATIONS M 230-70 (POLYSTRENE) OR AN APPROVED EQUAL. USE (1) - 2" THICKBOARD FOR EVERY 1' OF NATIVE COVER / BACKFILL.FINAL BID/PERMITengineers surveyors planners scientistsMorrisonMaierle1111RECORD DRAWING.70 (A.B.)
15.97 (A.B.)
16.17 (A.B.)
.58 (A.B.)
.48 (A.B.)
.58 (A.B.)10' (A.B.)8" SEWER MAIN EXTENSIONINSTALLED 1.45' EAST OFPROPOSED ALIGNMENT DUE TOBAXTER STUB END LOCATION(A.B.) %(1'723(/ $% INSTALLED TWO 11.5 BENDS TOMAINTAIN 1.5' VERTICAL SEPARATIONWITH 24" SEWER MAIN (A.B.)1+06.18 (A.B.)10/2017FIRE HYDRANT BENCHMARK ELEVATION:NAVD88 ELEV. = 4731.75C.O.B. DATUM ELEV. = 4712.35(HYDRANT BONNET ARROW BOLT)CURB BOX 1' EASTOF EASEMENT (A.B.)144.96 LF (A.B.)INSTALLED 48" MH#0 ATSEWER STUBSTA.0+24.18INV IN (S) = 4715.41 (A.B.)INV OUT (N) = 4715.31 (A.B.)INSTALLED 48" MH#0 AT SEWER STUBSTA.0+24.18INV IN (S) = 4715.41 (A.B.)INV OUT (N) = 4715.31 (A.B.)EXISTING 24" SEWER MAINT.O.P. EL.= 4722.82' ATCROSSING (A.B.)STA 1+06.18T.O.P. EL.= 21.78 (A.B.)SERVICE LINEINSTALLED ASSHOWN (A.B.)1+81.14 (A.B.)