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Urban + Farm - Phase 1 As-Built Plans
203430DESIGNED BYAS-BUILT PLANSFOR URBAN + FARM PHASE 1BOZEMAN, MTLAUREL PARKWAY LLC DECEMBER 1, 2023PROJECT LOCATIONURBAN + FARM PHASE 1 LOCATED IN THE NE 14 OF THE SW 14 OF SECTION 9, TOWNSHIP 2S, RANGE 5E, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY,MONTANA. THE PROJECT SITE IS GENERALLY LOCATED ALONG FALLON STREET FROM LAUREL PARKWAY TO SOUTH ELDORADO AVENUE._______________________________ DATE: _____________BRETT MEGAARD, P.E.PROJECT ENGINEERSCALE: 1" = 300'GOVERNING SPECIFICATIONSMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (SEVENTH EDITION), CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLICWORKS STANDARD SPECIFICATIONS (2011), CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS (2004), AND OTHER CONTRACTPROVISIONS INCLUDED AND REFERENCED HEREIN.UTILITY COMPANIESNOTICE TO UTILITIES SHALL BE GIVEN BY THE CONTRACTOR. THE NOTICE SHALL STATE THE CONTEMPLATED START DATE, CONSTRUCTIONSCHEDULE, AND AREAS TO BE DISTURBED.THE CONTRACTOR IS REQUIRED TO GIVE 72-HOUR NOTICE TO ALL UTILITIES COMPANIES WHOSE UTILITIES MAY BE WITHIN THE PROJECTAREA OF PENDING CONSTRUCTION. EXISTING UTILITIES MAY EXIST AT LOCATIONS NOT SHOWN ON THE PLANS.A MONTANA 1-CALL SYSTEM EXISTS TO FACILITATE REQUESTS FOR UNDERGROUND FACILITY LOCATE INFORMATION. THE CONTRACTOR ISCAUTIONED THAT ALL UTILITIES ARE NOT INCLUDED WITH THE 1-CALL SYSTEM. THE 1-CALL DISPATCH NUMBER IS 1-800-425-5555.Project No.Know what'sbelow.before you dig.CallRG 1.0W E B : w w w . h y a l i t e e n g . c o m2304 NORTH 7TH AVENUE STE. L B O Z E M A N , M T 5 9 7 1 8P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5PLANS PREPARED BY Dec 12, 2024 - 10:03amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\_G1.0-COVER SHEET.dwg AS-BUILT SET - 22x34 originalsHYALITE Engineers, PLLCPROJECT SITEMissoulaMiles CityMaltaKalispellHelenaHamiltonGreat FallsGlendiveButteBozemanBillingsCANADAWYOMINGNORTH DAKOTAIDAHO 12/1/2023VICINITY MAPSCALE: N.T.S.HUFFINE LNDURSTON RDBAXTER LNI-9019TH AVE CITY OFBOZEMANFOURCORNERSVALLEY CENTER RDLOVE LNFERGUSON AVEPROJECT SITEPROJECT NO.COTTONWOOD RDBABCOCK STMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENE JACKRABBIT LN FALLON STREETMAYFLY STREETS LAUREL PARKWAY S RELIANCE AVE S ELDORADO AVE Sheet List TableSheet NumberSheet TitleG 1.0COVER SHEETG 1.1GENERAL NOTES & LEGENDC 1.0OVERALL SITE PLANC 2.0OVERALL SEWER PLANC 2.1PLANTER PLACE-SEWER P&PC 2.2FURROW WAY-SEWER P&PC 2.10SEWER DETAILSC 2.11SEWER DETAILS (CONT.)C 3.0OVERALL WATER PLANC 3.1FALLON-WATER P&PC 3.2S. ELDORADO & S. RELIANCEWATER P&PC 3.3PLANTER PLACE-WATER P&PC 3.4FURROW WAY-WATER P&PC 3.10WATER DETAILSC 3.11WATER DETAILS (CONT.)C 4.0OVERALL STORMC 4.1STORM P&PC 4.10STORM DETAILSC 5.0OVERALL ROADC 5.1FALLON-ROAD P&PC 5.2PLANTER PLACE-ROAD P&PC 5.3S. ELDORADO & S.RELIANCE-ROAD P&PC 5.4FURROW WAY-ROAD P&PC 5.5STRIPING AND SIGNAGE PLANC 5.10ROAD DETAILSC 5.11ROAD DETAILS (CONT.)C 5.12ROAD DETAILS (CONT.)RECORD DRAWINGSBY:DATE:12/1/2023ADD/CHANGES;C 4.2 S. EL DORADO STORM P&PC 5.5 INTERSECTION DETAILSC 5.6 STRIPING & SIGNAGE PLANE001 SITE LIGHTING PLANSE002 TYPICAL DETAILSE003 TYPICAL DETAILSE004 LUMINAIRE SPECSE005 LIGHTING CALCS AS NOTEDG1.1GENERAL NOTES &LEGENDSANITARY SEWER MANHOLESANITARY SEWER SERVICESTANDARD FIRE HYDRANTWATER MAIN VALVETEMPORARY BLOW-OFF HYDRANTWATER SERVICESIDEWALKTRAILFENCINGEXTERIOR PROPERTY LINEINTERIOR PROPERTY LINEEASEMENT LINERIGHT OF WAYROAD CENTERLINEPROPOSED 8" SANITARY SEWER MAINPROPOSED 8" WATER MAINPROPOSED CURB AND GUTTEREXISTING BURIED FIBER OPTIC LINEEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING 8" WATER LINEEXISTING 10" SANITARY SEWER LINEEXISTING 8" SANITARY SEWER LINESECTION CORNER MONUMENT14 SECTION MONUMENTCONTROL POINT (SEE BENCHMARKS)PROPOSED CULVERTPROPOSED STORM MANHOLE IN CURBPROPOSED CATCH BASINS IN CURBPROPOSED STORM DRAIN PIPESTORM DRAINAGE FLOW DIRECTIONEXISTING SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING TEMP. BLOW-OFF HYDRANTMASTER LINE & SYMBOL LEGENDSABBREVIATIONS1.ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCEWITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (SEVENTH EDITION), CITY OFBOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(2011), CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS (2011), AND OTHERCONTRACT PROVISIONS INCLUDED AND REFERENCED HEREIN.2.THE BENCHMARK DATUM USED FOR THIS PROJECT IS NAVD88.3.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. UTILITIES ARE KNOWNTO EXIST IN THE PROJECT AREA. THE 1-CALL NUMBER FOR MT IS 1-800-424-5555. ALLUTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE BEST AVAILABLE DATA AT THETIME OF SITE SURVEY. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FORLOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO CONSTRUCTIONCOMMENCEMENT.4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY MAJOR DISCREPANCIESBETWEEN FIELD CONDITIONS AND INFORMATION SHOWN ON PLANS.5.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONSPRIOR TO START OF CONSTRUCTION FOR THE APPROPRIATE UTILITY.6.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATIONBETWEEN SEWER MAINS AND WATER MAINS.7.ALL MAINS AND SERVICE LINES WITH LESS THAN DESIGNED BURY DEPTHS SHALL BEINSULATED WITH ADEQUATE AMOUNT OF RIGID INSULATION BOARD (1" OF RIGIDINSULATION BOARD IS EQUIVALENT TO 1' OF BURY DEPTH).8.CONTRACTOR SHALL VERIFY WITH ENGINEER ALL EXCAVATION PROCEDURES INCLUDINGSTORAGE OF TOP SOIL, DISTRIBUTION OF EXCESS SOIL, ROUGH GRADE, FINISH GRADE,ETC.9.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAY FROM BUILDINGS AND/ORSTORAGE FACILITIES ON ALL SIDES AND PROTECT MATERIAL STOCKPILES FROM EROSION.10.U.N.O., BACKFILLING SHALL BE DONE IN 8" LIFTS OR LESS ACCORDING TO THE SPECIFIEDCOMPACTION STANDARDS. FILL AND BACKFILL SHALL BE COMPACTED AT OR NEAROPTIMUM MOISTURE CONTENT PER MPWSS.11.ALL MATERIALS USED FOR PIPE BEDDING SHALL CONSIST OF CLEAN, GRANULARMATERIALS, AND SHALL CONFORM TO THE REQUIREMENTS LISTED FOR BEDDING MATERIALIN THE SPECIFIED STANDARDS.12.U.N.O. BACKFILL SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION IN AREAS UNDERSTRUCTURES, UTILITIES, ROADWAYS, PARKING AREAS AND CONCRETE FLATWORK, AND TO90% RELATIVE COMPACTION IN UNDEVELOPED AREAS. RELATIVE COMPACTION SHALL BEIN ACCORDANCE WITH ASTM D698 COMPACTION TEST METHOD.13.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALS FOR ALL COMPONENTSBEFORE INSTALLING AND CONSTRUCTING THE IMPROVEMENTS AND PRIOR TO ORDERINGTHE MATERIALS. THE ENGINEER SHALL HAVE FIVE (5) WORKING DAYS TO REVIEW THESUBMITTALS.14.CONTRACTOR SHOULD TAKE NOTE CONSTRUCTION DE-WATERING IS MOST LIKELYNEEDED.15.THE ENGINEER IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING, PROVIDING;·PIPING- HORIZONTAL AND VERTICAL CONTROL WILL BE GIVEN AT EACH CHANGE INHORIZONTAL ALIGNMENT, PIPE TERMINATION, STRUCTURE, EACH FITTING AND AT 50 FOOTINTERVALS ALONG THE PIPE OFFSET FROM EXCAVATIONS.·STRUCTURES- HORIZONTAL AND VERTICAL CONTROL WILL BE GIVEN AT THE PIPECENTERLINE OF EACH NEW STRUCTURE.·STRIPPING LIMITS, WATER, SEWER, AND STORM WATER STAKES WILL BE STAKED ONETIME EACH, WITH TBC STAKES BEING STAKED TWICE, ONCE FOR ROUGH GRADE AND FORFINAL GRADE. OTHER INSTANCES WILL BE STAKED AT THE REQUEST AND EXPENSE OFTHE CONTRACTOR.16.THE ENGINEER IS RESPONSIBLE FOR ALL CONSTRUCTION INSPECTION & QUALITYCONTROL;·THE ENGINEER SHALL BE RESPONSIBLE FOR QUALITY CONTROL TESTS AND INSPECTIONSTO CONTROL CONTRACTOR PRODUCTION AND CONSTRUCTION PROCESSES.·SAMPLING AND TESTING TO ASSURE SPECIFICATION CONFORMANCE AND PERFORMED BYTHE OWNER OR THE OWNER'S REPRESENTATIVE AS QUALITY ASSURANCE TESTING.·QUALITY ASSURANCE TESTING IS PERFORMED AT THE OWNER'S DISCRETION ANDFOLLOWING THE STANDARDS IN THE MPWSS AS WELL AS THE CITY OF BOZEMANMODIFICATIONS TO MPWSS.·CONTRACTOR TO REFERENCE SECTION 02230 OF THE CITY OF BOZEMAN MODIFICATIONSTO MPWSS FOR REQUIREMENTS ON EXCAVATION, BACKFILL AND COMPACTION.·TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATION SHALL BE WITHIN CLIENTPROPERTY IN THE VICINITY OF THE PROJECT SITE, U.N.O..·MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTDOCUMENTS AND SPECIFICATIONS.GENERAL CONSTRUCTION NOTESHYDS@CLCONCCONTCPDIDIA, ØEAEGELECELEVEQFGFMH, HTHORIZIDINTMATLMAXMECHMFRMHMJMINMISCMTLNTSO.C.ODP&PRREFREQ'DROWSCHEDSDISFSIMSPECSQSTDSVCTBTBCT.O.TYPU.N.O.VBW/W/OATCENTER LINECONCRETECONTINUOUSCONTROL POINTDRAIN INLETDIAMETEREACHEXISTING GRADEELECTRICALELEVATIONEQUALFINISH GRADEFORCE MAINHEIGHTHORIZONTALINSIDE DIAMETERINTERIORMATERIALMAXIMUMMECHANICALMANUFACTURERMANHOLEMECHANICAL JOINTMINIMUMMISCELLANEOUSMETALNOT TO SCALEON CENTEROUTSIDE DIAMETERPLAN & PROFILERADIUSREFERENCEREQUIREDRIGHT OF WAYSCHEDULESTORM DRAIN INLETSQUARE FEETSIMILARSPECIFICATIONSQUARESTANDARDSERVICETHRUST BLOCKTOP BACK OF CURBTOP OFTYPICALUNLESS NOTED OTHERWISEVALVE BOXWITHWITHOUT8''S8''WGASFOOHP8''W10''SST GENERAL SEWER CONSTRUCTION NOTES1.THE CONTRACTOR SHALL ADJUST ALL MANHOLES AND LIDS TO FINAL GRADE UPONCOMPLETION OF ALL CIVIL/SITE CONSTRUCTION. ANY PROPERTIES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THECONTRACTORS OWN EXPENSE.2.SANITARY SEWER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALLAPPLICABLE CODES AND REGULATIONS.3.SANITARY SEWER STUB-OUTS FOR FUTURE CONNECTION SHALL BE CAPPED 8' PAST THEPROPERTY LINE. THE CAPPING OF THE SANITARY SEWER MAINS AND SERVICES SHALLINCLUDE A PLUG/CAP AND WOOD MARKER POST PAINTED GREEN.4.PIPE LENGTHS ARE CALCULATED FROM EDGE OF STRUCTURE TO EDGE OF STRUCTURE.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES BETWEENINVERT IN AND INVERT OUT TO ILLUSTRATE ACTUAL SLOPE. GENERAL WATER CONSTRUCTION NOTES1.THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND CURB BOXES TO FINAL GRADEUPON COMPLETION OF ALL CIVIL/SITE CONSTRUCTION. ANY PROPERTIES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THECONTRACTORS OWN EXPENSE.2.WATER SERVICES SHALL BE INSTALLED UNDER PROPOSED UTILITIES TO MAINTAIN 18"VERTICAL SEPARATION (U.N.O.). CARE SHALL BE TAKEN TO INSURE HIGH POINTS ARE NOTCREATED IN THE SERVICE LINES.3.WATER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODESAND REGULATIONS.4.CONTRACTOR TO MAINTAIN OR PROVIDE ACCESS TO ALL RESIDENTIAL HOMES AND/ORCOMMERCIAL BUSINESSES FOR THE DURATION OF THE CONSTRUCTION PROJECT.5.SIZE OF FITTING(S) SHOWN ON DRAWINGS CORRESPOND TO ADJACENT STRAIGHT RUNOF PIPE UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALLBE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.6.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURSPRIOR TO BEGINNING ANY WORK. CITY OF BOZEMAN WILL OPERATE ALL EXISTINGVALVES.7.WATER SYSTEM STUB OUTS FOR FUTURE CONNECTIONS SHALL BE CONSTRUCTED WITHA CURB STOP 8' PAST THE RIGHT OF WAY. THE WATER SERVICES SHALL INCLUDE A CURBSTOP AND STEEL POST PAINTED BLUE.8.ALL VALVES, END CAPS AND PIPING TEES, CROSSES AND BENDS GREATER THAN OREQUAL TO 22.5° MUST HAVE THE PROPER THRUST BLOCKING IN PLACE. MEGA-LUGS CANBE USED AS PROPER THRUST BLOCKING (WITH APPROVED LENGTHS OF PIPE). GENERAL STORM DRAINAGE CONSTRUCTION NOTES1.THE CONTRACTOR SHALL ADJUST ALL STORM DRAIN INLETS TO FINAL GRADE UPONCOMPLETION OF ALL CIVIL/SITE CONSTRUCTION. ANY PROPERTIES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THECONTRACTORS OWN EXPENSE.2.STORM SEWER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLECODES AND REGULATIONS.3.ALL UTILITIES CROSSING THE STORM SEWER MAIN SHALL MAINTAIN 18" OF SEPARATIONOR PROVIDE RIGID INSULATION APPROVED FOR BURY TO PROVIDE 18" EQUIVALENTSEPARATION.4.PIPE LENGTHS ARE CALCULATED FROM EDGE OF STRUCTURE TO EDGE OF STRUCTURE.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES BETWEEN INVERTIN AND INVERT OUT TO ILLUSTRATE ACTUAL SLOPE. GENERAL ROAD CONSTRUCTION NOTES1.CONTRACTOR TO COORDINATE WITH ENGINEER IF USING GPS GRADE CONTROLEQUIPMENT FOR ROAD CONSTRUCTION, PRIOR TO STARTING CONSTRUCTION.8''SCPMALHEC Dec 01, 2023 - 3:20pmCAD FILE: M:\203430\Drawings\PHASE 1\_CONSTRUCTION DRAWINGS\_G1.1-GENERAL NOTES & LEGEND.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 OPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 64199 SQ FT0.10 AC4199 SQ FT0.10 AC4199 SQ FT0.10 AC4199 SQ FT0.10 AC4199 SQ FT0.10 AC4199 SQ FT0.10 AC4199 SQ FT0.10 AC4199 SQ FT0.10 AC4391 SQ FT0.10 AC4391 SQ FT0.10 AC4199 SQ FT0.10 AC4200 SQ FT0.10 AC4200 SQ FT0.10 AC4499 SQ FT0.10 AC4499 SQ FT0.10 AC4499 SQ FT0.10 AC4499 SQ FT0.10 AC4499 SQ FT0.10 AC4499 SQ FT0.10 AC8814 SQ FT0.20 AC8399 SQ FT0.19 AC8399 SQ FT0.19 AC8876 SQ FT0.20 AC8817 SQ FT0.20 AC13065 SQ FT0.30 AC8958 SQ FT0.21 AC8399 SQ FT0.19 AC8399 SQ FT0.19 AC8895 SQ FT0.20 AC17979 SQ FT0.41 AC3000 SQ FT 0.07 AC 3000 SQ FT0.07 AC PARK A18984 SQ FT0.44 ACBLOCK 1LOT 15646 SQ FT0.13 ACBLOCK 1LOT 214922 SQ FT0.11 ACOPEN SPACE A16615 SQ FT0.38 AC8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSS10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S 8''S 8''S8''S8''S8''SSSSSSSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''W8''W8''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 12''W12''W12''WHYDHYDHYDHYDHYDS8''WSTST ST ST ST GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGPUGPUGP UGPUGP GASGASGASGASFOFOFOFOFOFOFO FO FO FO FO FO FO FO FOFOGASUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP12''W 12''W C1.0AS NOTEDOVERALL SITE PLANMALFALLON ST0'50'100'150'PROPOSED FIREHYDRANT (TYP.)PROPOSED 8" SSWRMAIN (TYP.)PROPOSED 8"WATER MAIN (TYP.)CONNECT TO EXTG8" GATE VALVEPROPOSED SSWRMANHOLE (TYP.)PROPOSED WATERVALVE (TYP.)EXISTING WATER MAIN(TYP.)EXISTING 10" SEWERMAIN (TYP.)CONNECT TO EXTG8" WATER MAINCONNECT TO EXTG8" GATE VALVEPROPOSED SSWRSVC (TYP.)PROPOSED WATERSVC (TYP.)EXISTING 12"DRAINTILEPROPOSED 10' WIDEASPHALT TRAILCONNECT TO EXTGTRAILS. LAUREL PARKWAY S. RELIANCE AVEMAY FLY STS. ELDORADO AVEPROPOSEDBLOWOFF (TYP.)PROPOSED STORMINLET (TYP.)PROPOSED STORMSEWER (TYP.)EXTEND 10"SSWR MAINCONNECT TO EXTGTRAIL5' CONCRETESIDEWALK (TYP.)FURROW WAY PLANTER PLACEPLANTER PLACEEXISTINGIRRIGATIONWELL (TYP.)CONNECT TO EXISTINGSEWER MANHOLEEXISTING UNDERGROUNDPOWER (TYP.)EXISTING FIBEROPTIC (TYP.)EXISTING GASLINE (TYP.)TRUNCATEDDOMES (TYP.)PROPOSED WATERMETER PITS FOR IRRIG.DRY UTILITYCONDUITSHEC Dec 04, 2023 - 3:06pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\1 - OVERALL SITE PLAN.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 OPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSS10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S 8''S 8''S8''S8''S8''SSSSSSSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''W8''W8''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 12''W12''W12''WHYDHYDHYDHYDHYDS8''WSTST ST ST ST ST GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGPUGPUGP UGPUGP GASGASGASGASFOFOFOFOFOFO FO FO FO FO FO FO FO FOFOGASUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP12''W 12''W 12''W15' (TYP.)EX SSMH-6MH-2EX MH-4KEX MH-4AMH-6FG 4812.44EG 4810.89C2.0AS NOTEDOVERALL SEWERPLANMALFURROW WAYFALLON STPLANTER PLACE0'50'100'150'PROPOSED 8" SDR 35PVC SEWER MAIN (TYP.)PROPOSED 48" DIA.MANHOLE (TYP.)CONNECT TO EXTG. MHEXTG. 10" SEWER MAIN (TYP.)PROPOSED 4" SCH 40PVC SSWR SVC (TYP.)S. ELDORADO AVE MAY FLY STS. RELIANCE AVE EX MH-4B RAISE2.07' TO GRADEEX MH-4A RAISE1.50' TO GRADES. LAUREL PARKWAYEX MH-4K RAISE0.47' TO GRADEPLANTER PLACEINSTALL 10" STUB OUT FORFUTURE CONNECTIONEND INV. = 4797.52'PIPE SLOPE = 0.28%HEC Dec 04, 2023 - 11:16amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\2 - SEWER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 OPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W 30+1920+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+008''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSS4" SVC @ STA.21+27.93' (-23')4" SVC @ STA.21+13.58' (23')4" SVC @ STA.21+69.93' (-23')4" SVC @ STA.22+11.93' (-23')4" SVC @ STA.22+53.93' (-23')4" SVC @ STA.22+95.93' (-23')4" SVC @ STA.23+37.93' (-23')4" SVC @ S T A . 2 4 + 0 9 . 9 3 ' ( - 2 3 ' ) 4" SVC @ S T A . 2 4 + 5 1 . 9 3 ' ( - 2 3 ' ) 4" SV C @ S T A . 2 4 + 9 3 . 9 3 ' ( - 2 3 ' ) 4" SV C @ S T A . 2 5 + 3 7 . 8 4 ' ( - 2 3 ' ) 4" SV C @ S T A . 2 6 + 2 7 . 8 6 ' ( - 2 3 ' ) 4" SV C @ S T A . 2 7 + 1 6 . 0 0 ' ( - 2 3 ' ) 4" SV C @ S T A . 2 8 + 0 0 . 0 0 ' ( - 2 3 ' ) 4" SVC @ S T A . 2 9 + 1 6 . 5 2 ' ( - 2 3 ' ) 4" SVC @ STA.21+58.58' (23')4" SVC @ STA.22+03.57' (23')4" SVC @ STA.22+54.57' (23')4" SVC @ STA.22+93.57' (23')4" SVC @ STA.23+38.57' (23')4" SVC @ STA.24+10.57' (23') 4" SV C @ S T A . 2 4 + 5 2 . 5 7 ' ( 2 3 ' ) 4" SVC @ S T A . 2 4 + 9 4 . 5 7 ' ( 2 3 ' ) 4" SV C @ S T A . 2 5 + 3 8 . 4 9 ' ( 2 3 ' ) 4" SV C @ S T A . 2 6 + 2 8 . 5 0 ' ( 2 3 ' ) 4" SV C @ S T A . 2 7 + 1 7 . 4 6 ' ( 2 3 ' ) 4" SV C @ S T A . 2 8 + 0 1 . 4 6 ' ( 2 3 ' ) 4" SVC @ S T A . 2 9 + 1 5 . 4 6 ' ( 2 3 ' )10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S8''S8''S8''SSSSSS8''W8''W8''W8''W12''W 12''W 12''W 12''W 12''W 12''W 8''W 12''WHYD8''WST GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGPUGP GASFO FO FO FO FO FO FO FO FOFOGASGASUGPUGPUGP UGPUGP15' (TYP.)4" SVC @ STA.20+68.58' (23')FG 4812.44EG 4810.89479048004810482048304790480048104820483019+0020+004808.04802.5521+004808.34801.984808.74801.4122+004809.14800.844809.54800.2823+004809.94799.714810.24798.9324+004810.5 4798.36 4810.3 4797.7925+004810.0 4797.23 4809.3 4796.9226+004810.2 4797.49 4810.5 4798.0527+004810.8 4798.62 4811.1 4799.1828+004811.4 4799.75 4811.7 4800.5129+004812.0 4801.07 4812.4 4801.6330+0031+0032+0033+00℄ ALLEY A S. RELIANCE AVE ℄ S. ELDORADO AVE ℄ ALLEY A ALLEY B EX MH-4K STA. 25+89.30 (4.05' R) RIM ELEV = 4809.73 S 10"∅ INV IN = 4796.67 W 8"∅ INV IN = 4796.80 E 8"∅ INV IN = 4796.80 N 10"∅ INV OUT = 4796.47 MH-2STA. 20+63.58 (5.50' R)RIM ELEV = 4807.78E 8"∅ INV OUT = 4802.97 8" Ø SDR35 PVC L=305.42' S=1.15%MH-4STA. 23+72.99 (5.50' R)RIM ELEV = 4810.15W 8"∅ INV IN = 4799.44E 8"∅ INV OUT = 4799.24 8" Ø SDR35 PVC L=212.32' S=1.15% 8" Ø SDR35 PVC L=259.55' S=1.15%MH-5 STA. 28+52.84 (5.50' R) RIM ELEV = 4811.52 E 8"∅ INV IN = 4799.98 W 8"∅ INV OUT = 4799.78 8" Ø SDR35 PVC L=152.78' S=1.15%INSTALL 925 LF OF 8" DIA. SDR 35PVC SEWER MAINSTA. 25+77.678"Ø WATER MAIN PIPEINV. ELEV.= 4801.14STA. 29+98.428"Ø WATER MAIN PIPEINV. ELEV.= 4804.42MH-6 STA. 30+09.62 (5.50' R) RIM ELEV = 4812.52 N 8"∅ INV IN = 4801.94 W 8"∅ INV OUT = 4801.74 0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.PLANTER PLACE-SEWER P&PSTA. 19+00 TO STA. 33+00C2.1AS NOTEDPLANTER PLACE-SEWER P&PMALFINISHED GRND. ELEV. @ ℄INVERT ELEV.FALLON STS. ELDORADO AVE S. RELIANCE AVE S. LAUREL PARKWAYEXISTING MANHOLETO BE COREDFURROW WAY NOTE: AFTER CORING INTO THE EXISTING MANHOLE, THEMANHOLE CHANNELS AND SHELF MUST COMPLY WITH CITY OFBOZEMAN STANDARD DRAWING 02720-3 AND 02720-7. IF THEMANHOLE DOES NOT COMPLY WITH THESE DRAWINGS OR FAILSTO CONVEY SEWAGE, THE MANHOLE MUST BE REPLACED.INSTALL 1" INSULATION FORALL SERVICE LINES WITHLESS THAN 5 FEET OF COVER(PER DETAIL 55/C2.10)INSTALL 10" STUB OUT FORFUTURE CONNECTIONEND INV. = 4797.52'PIPE SLOPE = 0.28%HEC Dec 04, 2023 - 11:20amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\2 - SEWER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023END ELEV= 4803.37'END ELEV= 4802.86'END ELEV= 4802.34'END ELEV= 4801.83'END ELEV= 4801.29'END ELEV= 4800.79'END ELEV= 4800.30'END ELEV= 4799.27 ' END E L E V = 4 7 9 8 . 8 0 ' END E L E V = 4 7 9 8 . 2 9 ' END E L E V = 4 7 9 7 . 8 4 ' END E L E V = 4 7 9 7 . 5 0 ' END E L E V = 4 7 9 8 . 5 0 ' END E L E V = 4 7 9 9 . 4 6 ' END E L E V = 4 8 0 0 . 9 2 'END E L E V = 4 8 0 0 . 9 6 ' END E L E V = 4 7 9 9 . 4 2 ' END E L E V = 4 7 9 8 . 4 6 ' END E L E V = 4 7 9 7 . 4 6 ' END E L E V = 4 7 9 4 . 8 8 ' END E L E V = 4 7 9 8 . 3 3 ' END E L E V = 4 7 9 8 . 8 4 ' END E L E V = 4 7 9 9 . 3 1 ' END ELEV= 4800.34'END ELEV= 4800.69'END ELEV= 4801.09'END ELEV= 4801.64'END ELEV= 4802.22'END ELEV= 4802.69' 479048004810482048304790480048104820483055+0056+0057+0058+0059+0060+004813.0 4812.761+004812.5 4802.13 4812.662+004812.9 4812.663+0064+0065+0066+0067+0068+0069+00℄ ALLEY B FALLON ST ℄ ALLEY A ALLEY B MH-6 STA. 61+67.50 (-5.50' L) RIM ELEV = 4812.52 N 8"∅ INV IN = 4801.94 W 8"∅ INV OUT = 4801.74 MH-7 STA. 61+14.97 (-5.25' L) RIM ELEV = 4812.75 S 8"∅ INV OUT = 4802.50 8" Ø SDR35 PVC L=48.54' S=1.15%OPEN SPACE C OPEN SPACE DBLOCK 2 LOT 3 BLOCK 2 LOT 4 BLOCK 2 LOT 7 BLOCK 2 LOT 8 BLOCK 2 LOT 5 BLOCK 2 LOT 6 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W 8''W 60+0061+0062+0063+0063+508''S 8''S 8''S SSS10''S 10''S 10''S 10''S 10''S 10''S 8''S8''S8''S8''S8''S8''S8''S8''SSSSS8''S8''S8''S8''S8''S8''W 8''W 8''W12''W12''W12''W12''W12''W12''W12''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W12''W12''WHYD HYD HYDS ST GAS GASGASGASGASGASGASGAS GASGAS GAS GASGAS GASGASGASGASGASGASFO FO FO FOFOFOFOFOFOFOFOFO FO GAS UGP UGP UGPUGPUGP UGP UGP UGP UGP UGP UGP UGP10''S 10''S 10''S S12''W12''W12''W12''W12''W12''W12''W4" SV C @ S T A . 6 1 + 2 4 . 9 7 ' ( - 2 3 ' ) 4" SV C @ S T A . 6 1 + 5 4 . 9 7 ' ( - 2 3 ' )MH-6C2.2AS NOTEDFURROW WAY-SEWER P&PMALFURROW WAY-SEWER P&PSTA. 55+00 TO STA. 69+000'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.S. LAUREL PARKWAYFINISHED GRND. ELEV. @ ℄ INVERT ELEV.PLANTER PLACE MAY FLY ST FALLON ST HEC Dec 04, 2023 - 11:16amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\2 - SEWER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023END E L E V = 4 8 0 2 . 3 9 ' END E L E V = 4 8 0 2 . 0 8 ' SCALE: N.T.S.51UTILITY TRENCHSCALE: N.T.S.52SEWER SERVICE (CoB DWG NO. 20730-2)COMPACTEDBACKFILLSERVICE INVERTNO LOWER THANSPRING LINE OFSEWER MAIN FORWYE FITTINGSSEWER MAININ-LINE WYEFITTINGS FORNEWINSTALLATIONS.45° ELBOWPLUG2"x2" WOODMARKERSERVICE LINE: SLOPE =1/4" PER FOOT MIN.1/2" PER FOOT MAXPROPERTY LINE OREASEMENT LINEGROUNDSURFACEGREEN STEEL POST ATEND OF SERVICESERVICE PIPETYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ORUNSTABLE FOUNDATIONTYPE 1 PIPE BEDDING PLACED IN6" MAX. LAYERS AND COMPACTEDTHOROUGHLYSELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS ANDCOMPACTED THOROUGHLYNOTE: SLOPING, BENCHING ORSUPPORT SYSTEMS SHALLCONFORM W/ O.S.H.A. CONSTR.STANDARDS FOR EXCAVATIONS.MOUND TRENCH W/ 6" NATIVETOPSOIL OR SUBGRADE PREP.AS REQ'DTYPE 'A' OR 'B' TRENCHBACKFILL AS PER PLANSTRENCH WIDTH = SEE SCHEDULEINSTALL DETECTABLEWARNING TAPE1.5' MAX DEPTH(SEWER)MINIMUM DEPTH COVER6"4"SEE SCHEDULENOTES:1.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.2.TYPE 1 PIPE BEDDING SHALL BE GRAVEL, GRAVEL-SAND, OR SAND. THE MATERIALSHALL BE WELL GRADED AND SHALL CONFORM TO THE SOIL TYPE GW (GRAVEL, WELLGRADED) OR SW (SAND, WELL GRADED) OF THE UNIFIED SOIL CLASSIFICATION SYSTEM(USCS). THE MAXIMUM SIZE GRAVEL SHALL BE 34 IN. TYPE 1 BEDDING CONSISTS OF MIN4", OR 18 THE OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER, UNDER THEPIPE AND A MIN. OF 6" ABOVE THE PIPE. PLACE IN MAX. LIFTS OF 6" USING HAND OROTHER COMPACTION METHODS W/O DAMAGING OR DISTURBING THE PIPE.THOROUGHLY COMPACT EACH LAYER.3.TYPE "B" BACKFILL - PLACE BACKFILL IN MAXIMUM 8" LIFTS WITHIN 3% OPTIMUMMOISTURE CONTENT, AND COMPACT TO AT LEAST 90% OF MAXIMUM DENSITY ASDETERMINED BY AASHTO T99 OR BY ASTM D698.4.TYPE 'A' BACKFILL: PLACE TRENCH BACKFILL IN MAX. 8" COMPACTED LIFTS W/IN 3% OFOPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF MAX. DRY DENSITYDETERMINED BY AASHTO T99 OR BY ASTM D698.5.SLOPING, BENCHING OR SUPPORT SYSTEMS SHALL CONFORM WITH O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS.HIGH DENSITY RIGID FOAMINSULATION BOARD AS NEEDEDSCALE: N.T.S.5048" Ø MANHOLE (CoB DWG NO. 02720-3)NOTES:1.SLOPE ALL SHELVES TO CHANNEL AT 1" PER FOOT.2.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTINGMATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.3.MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH DEQ CIRCULAR 2, SECTION 34.7. ONE OPTION IS TO VACUUM TEST THEMANHOLES PER ASTM C1244.CHANNEL = DIA. OF PIPEAAINV. ININV. OUTRIM ELEV.SLOPE AT 1" PER FOOTCHANNEL TO FULLPIPE DEPTHSECTION A-AFRAME AND COVER5.0" (TYP.)PRECAST REINFORCEDCONCRETE MANHOLE RISERAND ECCENTRIC CONE TOPMANUFACTURED INACCORDANCE WITH ASTMDESIGNATION C-478.SHELF-SLOPE 1"PER FOOTTOWARDCHANNEL.SEE SECTION A-A#4 BARS - 1'-0" c-cPRECAST OR CAST-IN-PLACE BASE. POURED-IN-PLACEBASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS8 INCHES. PRECAST BASE, MINIMUM THICKNESS IS 6INCHES. ALL BASES REINFORCED AS SHOWN.FLEXIBLE GASKETEDJOINT (TYPICAL FORRECAST BASES - SEEJOINT DETAIL)JOINT DETAIL℄MANHOLE STEPSAT 16" CENTERS12" MAX (TYP FORCAST-IN-PLACE BASES)GROUT INVERT TO SPRINGLINE OFPIPE IF GAP BETWEEN PIPE ANDCHANNEL IS GREATER THAN 18"CHANNELFLOWLINEMANHOLE BASEVARIES 4'2'7"ADJUSTABLE RINGS,2" MIN., 12" MAX48" MANHOLE: 48" DIA. MINSCALE: N.T.S.55INSULATIONNOTES:1.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARDTRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES.2.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.WHEN INSULATION IS REQUIRED TOBE STACKED, OVERLAP 1/4 OF THETOTAL LENGTH OF EACH PIECE OFINSULATION1/4 LLHIGH DENSITY RIGID FOAMINSULATION1" = 1' BURY DEPTH, 4' WIDESHEETSSCALE: N.T.S.53MAIN SEPERATION (MPW DWG NO. 02660-2)NOTES:1.NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENTS (VERT. OR HOR.) ISPERMITTED WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. ALL CROSSINGSSHALL BE ARRANGED SO THAT THE SEWER MAIN OR SEWER FORCE MAIN JOINTS WILLBE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN BEING CROSSED.2.WHERE LESS THAN MINIMUM VERTICAL SEPARATION HAS BEEN APPROVED, THE NEWGRAVITY SEWER MAIN, OR THE NEW WATER MAIN, AT THE CROSSING SHALL BE MADEFROM A FULL LENGTH OF PIPE CENTERED ON THE CROSSING, AND THE CROSSINGANGLE SHALL BE APPROXIMATELY 90°. NEW GRAVITY SEWER MAINS CROSSING WITHIN18" OF A NEW OR EXISTING WATER MAIN MUST ALSO MEET OR EXCEED THEREQUIREMENTS OF "RECOMMENDED PRACTICE FOR LOW-PRESSURE AIR TESTING OFINSTALLED SEWER PIPE" (UNI-8-90, OR LATEST VERSION).3."L" IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPEMANUFACTURER.4.ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED.WATER ORSEWERMAINWATER ORSEWER MAINEXISTINGPIPEEXISTINGPIPENEW PIPEMIN.SEPARATIONDIST. = 10'VERTICALSEPERATION = 18"NEW PIPELCROSSINGSPARALLEL ARRANGEMENTL/2VERTICALSEPERATION = 18"NO VERTICAL SEPARATION REQ'DL/2LIF OVERALL DEPTH IS LESSTHAN 5', FORGO CONESECTION & INSTALL FLAT TOPCONCRETE LIDTOP OF PIPE MAY NOTEXTEND PAST INSIDEWALL OF MANHOL. ISNECESSARY TOP HALF OFPIPE MAY BE TRIMMEDOFF SMOOTH (8" Ø ONLY)4'2.5'SCALE: N.T.S.54DEEP SEWER SERVICE (CoB DWG NO. 2730-3)C2.10AS NOTEDSEWER DETAILSMALHEC Dec 04, 2023 - 11:39amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\2.10 - SEWER DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 HIGH DENSITY RIGID FOAM INSULATION1" = 1' BURY DEPTH, 4' WIDE SHEETSPARTDETAILSTYPICAL INSULATION SCHEDULE55PARTDESCRIPTION5048" Ø MANHOLE48" Ø CONCRETE MANHOLEASTM C-478DAMP PROOFING2 COATS PER MANHOLE, CS-55 OR MASTERLIFE 300D ADMIX.CONCRETE GRADE RINGSASTM C-478FRAMEEJIW 3772COVEREJIW 3771 ( WITH CoB LOGO)JOINT SEALANTASTM C-990MANHOLE DETAILCoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02720-3PRECAST MANHOLE BASESMPWSS, 2010 STANDARD DRAWING NO. 02720-6TYPICAL MANHOLE CHANNEL DETAILSMPWSS, 2010 STANDARD DRAWING NO. 02720-7STANDARD CAST IRON COVERCoBOZEMAN MOD'S TO MPWSS, SECTION 02730 2.3.D.1STANDARD 24" CAST IRON RINGCoBOZEMAN MOD'S TO MPWSS, SECTION 02730 2.3.D.1NOTE:PARTDESCRIPTION52SEWER SERVICEFITTINGS & PIPESDR 26MINIMUM DEPTH OF COVER4'INSULATION1" = 1'RESIDENTIAL SERVICE PIPE4" ØDISTANCE FROM PROPERTY LINE8'SANITARY SEWER SERVICE LINECoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02730-2NOTES:PARTDESCRIPTION51UTILITY TRENCHTRENCH WIDTHOUTSIDE Ø OF PIPE(S) + 3'PIPE BEDDING MATERIALTYPE 1MINIMUM DEPTH OF COVER4'INSULATION1" = 1'DETECTABLE WARNING TAPE DEPTH1.5' MINIMUM, 2' MAXIMUM BELOW GROUND SURFACEHORIZ. SEPERATION DIST. FROM WATER10' MINIMUMVERTICAL SEPERATION DISTANCE1.5' MINIMUMNOTES:CITY OF BOZEMAN STANDARD DRAWING 02730-3 MUST BE USEDFOR SERVICES DEEPER THAN 6.5 FEET AT THE END OF THE STUB.C2.11AS NOTEDSEWER DETAILS (CONT.)MALHEC Dec 04, 2023 - 11:27amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\2.10 - SEWER DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSSOPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W10' MIN. (TYP.)10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S 8''S 8''S8''S8''S8''SSSSSSSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''W8''W8''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 12''W12''W12''WHYDHYDHYDHYDHYDS8''WSTST ST ST GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGPUGPUGP UGPUGP GASGASGASGASFOFOFOFOFOFO FO FO FO FO FO FO FO FOFOGASUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP12''W C3.0AS NOTEDOVERALL WATERPLANMALFALLON STCONNECT TOEXISTING 8"WATER MAINCONNECT TOEXISTING 8"WATER MAINCONNECT TOEXISTING 8"WATER MAIN0'50'100'150'PROPOSED 8" GATEVALVE (TYP.)PROPOSED FIREHYDRANT (TYP.)PROPOSED TYPE K COPPERWATER SERVICE (TYP.)S. ELDORADO AVE S. RELIANCE AVEEXTEND WATER MAIN TO WEST PROPERTYBOUNDARY FOR FUTURE EXPANSIONMAY FLY STS. LAUREL PARKWAY FURROW WAY PLANTER PLACEPLANTER PLACEEXISTING IRRIGATIONWELL (TYP.)REQUIRED JOINT RESTRAINT LENGTH BY DEPTH OF COVERFITTING6.5'7.0'7.5'8.0'22.5° HORIZ. BEND3'3'3'3'VALVE / END CAP29'27'25'24'*FOR TEE FITTINGS, LENGTH ALONG RUN MUST BE ATLEAST 8' INEITHER DIRECTION22' (TYP.)19' (TYP.)HEC Dec 04, 2023 - 1:05pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3 - WATER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSSOPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+008''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W10' MIN. (TYP.)STA.1+29.43 (-20.50)'INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. 4811.30STA.7+13.97 (-20.50)'INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. 4811.4610''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S 8''S8''S8''S8''SSSSSS8''W8''W12''W 12''W 12''W 12''W 12''W 8''W 12''W12''WHYDGASGASGASGASGASGASGASGASGASGASGASGASGASGASFO FO FO FO FO FO FOUGP UGPUGP4785479048004810482047854790480048104820℄ FALLON S. RELIANCE AVE9.0'HYD.7.5'HYD.INSTALL 1193 LF OF 8" DIA.CLASS 51 DI WATER MAINW/ V-BIO POLYETHYLENE ENCASEMENT6.5' MIN.BURY℄ FALLONS. ELDORADO AVE ℄ FALLON FURROW WAY-1+000+004810.94802.204811.44802.341+004811.14802.534811.74802.682+004811.94802.844812.24802.993+004812.44803.154812.74803.304+004812.9 4803.46 4813.2 4803.625+004813.1 4803.77 4812.7 4803.936+004812.2 4804.08 4812.1 4804.097+004812.6 4804.05 4813.0 4803.988+004813.5 4803.91 4813.8 4803.839+004813.8 4803.76 4813.7 4803.6910+004813.4 4803.62 4812.8 4803.5411+004812.3 4803.48 4803.4212+0013+00STA. 0+61.65 (-5.50')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4802.23'STA. 0+80.66 (-5.50')INSTALL 8" DIA. CROSSW/ MJ RESTRAINTSINV. ELEV.= 4802.27'STA. 1+22.45 (-5.50')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4802.44'STA. 1+29.44 (-5.50')INSTALL 8"X6" DIA. TEEW/ MJ RESTRAINTSINV. ELEV.= 4802.46' STA. 6+47.04 (-5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4804.07' STA. 53+84.42 (5.50') INSTALL 8" DIA. CROSS W/ MJ RESTRAINTS INV. ELEV.= 4804.08' STA. 7+07.07 (-5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4804.09' STA. 7+13.98 (-5.50') INSTALL 8"X6" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4804.10' STA. 10+84.53 (-5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4803.57' STA. 63+01.20 (5.50') INSTALL 8"X6" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4803.55' STA. 12+08.14 (-6.04') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4803.41' STA. 0+15.44 (-5.50')INSTALL 8" END CAP & 2" BLOW-OFFW/ MJ RESTRAINTSINV ELEV. = 4802.12'STA. 0+33.45EXISTING DRAINTILE12" DIA. A2000 PVC PIPEINV. ELEV.= 4799.79SCALE1" = 50' HORIZ.1" = 5' VERT.FALLON-WATER P&PSTA. -1+00 TO STA. 13+00C3.1AS NOTEDFALLON-WATER P&PMALFINISHED GRND. ELEV. @ ℄ INVERT ELEV. S. ELDORADO AVE S. RELIANCE AVE 0'50'100'150'S. LAUREL PARKWAY FURROW WAY PLANTER PLACEPLANTER PLACEINSTALLBLOWOFF PERDETAIL 58/C.10HEC Dec 04, 2023 - 1:09pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3 - WATER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 0+18.44 11903.0'RECORD DRAWINGSBY:DATE:12/1/2023 8''S 8''S 8''S 8''SSBLOCK 1LOT 2 BLOCK 1LOT 3 BLOCK 1LOT 4 BLOCK 1LOT 5BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20PARK A BLOCK 1LOT 1BLOCK 1LOT 21 OPEN SPACE A8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W 8''W 8''W 8''WHYD8''W8''W8''W8''W8''WS8''S 8''S 8''S8''W8''W 8''W 8''W 8''WHYD8''WUGPUGPUGPGASGASFO UGP UGP40+0041+0042+0043+0043+61℄ S. ELDORADO AVEPLANTER PLACE℄ S. ELDORADO AVEFALLONINSTALL 334 LF OF 8" DIA.CLASS 51 WATER MAINW/ V-BIO POLYETHYLENE ENCASEMENT478047904800481048204780479048004810482039+004805.24797.1740+004806.64797.764807.84798.7341+004807.84799.784807.94800.6442+004808.34801.434809.24802.0543+004809.84802.64 44+0044+50STA. 43+52.07 (11.11') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4802.66' STA. 41+59.53 (2.91')INSTALL 8" X 8" X 8" DIA. TEEW/ MJ RESTRAINTSINV. ELEV.= 4799.97'STA. 40+80.00 (6.00')INSTALL 8" DIA. 22.5° BENDW/ MJ RESTRAINTS AND TBINV. ELEV.= 4798.32'STA. 42+41.78 (11.03')INSTALL 8" DIA. 22.5° BENDW/ MJ RESTRAINTS AND TBINV. ELEV.= 4801.34'STA. 43+16.33 (11.00')INSTALL 8" DIA. CROSSW/ MJ RESTRAINTSINV. ELEV.= 4802.27'STA. 40+18.34 (11.00')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4797.17'STA. 41+55.34 (3.36')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4799.89'STA. 41+90.92 (0.77')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4800.48'STA. 42+92.44 (11.06')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4801.96'47804790480048104820478047904800481048204806.550+004807.2 4807.751+004808.4 4798.75 4808.8 4800.0252+004809.2 4801.28 4809.7 4802.3753+004810.2 4803.39 4811.0 4804.3954+004812.5 55+00℄ S. RELIANCE AVE FALLON ℄ S. RELIANCE AVE PLANTER PLACE STA. 51+07.53 (5.10') CONNECT TO EXTG. 8" DIA. GATE VALVE W/ MJ RESTRAINTS INV. ELEV.= 4797.67' STA. 52+29.91 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4800.78' STA. 52+38.10 (5.50') INSTALL 8" DIA. CROSS W/ MJ RESTRAINTS INV. ELEV.= 4800.96' STA. 52+59.91 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4801.55' STA. 53+59.93 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4803.59' STA. 53+84.42 (5.50') INSTALL 8" DIA. CROSS W/ MJ RESTRAINTS INV. ELEV.= 4804.08' STA. 54+20.34 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4804.80'INSTALL 313 LF OF 8" DIA. CLASS 51 DIWATER MAINW/ V-BIO POLYETHYLENE ENCASEMENTSTA. 51+01.3912"Ø A-2000 PVC PIPEINV. ELEV.= 4801.87STA. 52+49.128" DIA. SDR 35 PVC PIPEINV. ELEV.= 4796.876.5' MIN.BURY8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S SOPEN SPACE BBLOCK 1 LOT 6 BLOCK 1 LOT 7 BLOCK 1 LOT 8 BLOCK 1 LOT 9 BLOCK 1 LOT 10 BLOCK 1 LOT 11 BLOCK 1 LOT 12 BLOCK 1 LOT 13 BLOCK 1 LOT 14 BLOCK 1 LOT 15 BLOCK 2 LOT 1 BLOCK 2 LOT 2 BLOCK 2 BLOCK 2 LOT 9 BLOCK 2 LOT 10 OPEN SPACE A 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W HYD10''S10''S10''S10''S10''S10''S10''S10''S10''S 10''S 10''S 10''SSSS8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''WHYD STSTGAS GASGASUGPUGPFO UGP UGP UGP UGP UGP UGP 50+0051+0052+0053+0054+0054+50S. ELDORADO-WATER P&PSTA. 39+00 TO STA. 44+50C3.2AS NOTEDS. ELDORADO & S.RELIANCE WATER P&PMALS. RELIANCE-WATER P&PSTA. 50+00 TO STA. 55+000'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.PLANTER PLACEFALLON STCONNECT TOEXISTING 8"WATER MAINCONNECT TOEXISTING 8"WATER MAINMAY FLY ST MAY FLY ST FALLON STINSTALL 16 LF OF INSULATION(PER DETAIL 57/C3.10)PLANTER PLACE HEC Dec 04, 2023 - 1:58pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3 - WATER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 5.0'2.0'1.8'41+61.3541+92.92 4800.52'4799.99'RECORD DRAWINGSBY:DATE:12/1/2023 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSSOPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A1" SVC @ STA.21+17.93' (-23')1" SVC @ STA.21+59.93' (-23')1" SVC @ STA.22+01.93' (-23')1" SVC @ STA.22+43.93' (-23')1" SVC @ STA.22+85.93' (-23')1" SVC @ STA.23+27. 9 3 ' ( - 2 3 ' ) 1" SV C @ S T A . 2 3 + 9 9 . 9 3 ' ( - 2 3 ' ) 1" SV C @ S T A . 2 4 + 4 1 . 9 3 ' ( - 2 3 ' ) 1" SV C @ S T A . 2 4 + 8 3 . 9 3 ' ( - 2 3 ' ) 1" SV C @ S T A . 2 5 + 2 7 . 8 4 ' ( - 2 3 ' ) 1.5" S V C @ S T A . 2 6 + 5 6 . 9 3 ' ( - 2 3 ' ) 1.5" S V C @ S T A . 2 7 + 4 3 . 0 0 ' ( - 2 3 ' ) 1.5" S V C @ S T A . 2 8 + 2 7 . 0 0 ' ( - 2 3 ' ) 1.5" S V C @ S T A . 2 9 + 4 3 . 7 1 ' ( - 2 3 ' )8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W 30+1920+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0010''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S8''S8''S8''SSSSSS8''W8''W12''W 12''W 12''W 12''W 12''W 12''W 8''W 12''WHYD8''WST GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGPUGP GASFO FO FO FO FO FO FO FO GASUGPUGPUGP UGP1" SVC @ STA.20+98.58' (23')1" SVC @ STA.21+43.58' (23')1" SVC @ STA.21+88.57' (23')1" SVC @ STA.22+33.57' (23')1" SVC @ STA.22+78.57' (23')1" SVC @ STA.23+23.57' (23') 1" SV C @ S T A . 2 4 + 0 0 . 5 7 ' ( 2 3 ' ) 1" SVC @ S T A . 2 4 + 4 2 . 5 7 ' ( 2 3 ' ) 1" SV C @ S T A . 2 4 + 8 4 . 5 7 ' ( 2 3 ' ) 1" SV C @ S T A . 2 5 + 2 8 . 4 9 ' ( 2 3 ' ) 1.5" S V C @ S T A . 2 7 + 4 4 . 4 6 ' ( 2 3 ' ) 1.5" S V C @ S T A . 2 8 + 2 8 . 4 6 ' ( 2 3 ' ) 1.5" S V C @ S T A . 2 9 + 4 4 . 9 5 ' ( 2 3 ' ) 1" SVC @ STA.20+56.48' (23') 1.5" S V C @ S T A . 2 6 + 5 7 . 9 8 ' ( 2 3 ' ) 1" SV C & M E T E R P I T @ S T A . 2 8 + 8 3 . 8 7 ' ( - 2 3 ' ) 1" SV C & M E T E R P I T @ S T A . 2 3 + 6 7 . 8 0 ' ( - 2 3 ' )478047904800481048204780479048004810482018+5019+004807.820+004808.34799.974808.64800.0321+004808.34800.114808.24800.1922+004807.94800.274808.24800.3623+004808.8 4800.44 4809.0 4800.5224+004809.2 4800.60 4809.2 4800.6925+004809.8 4800.77 4809.4 4801.1326+004810.2 4801.53 4810.0 4801.9527+004810.1 4802.36 4810.3 4802.7828+004810.7 4803.19 4811.2 4803.6129+004811.3 4804.02 4811.230+0031+0032+00℄ PLANTER PLACE S. RELIANCE AVE ℄ S. ELDORADO AVE ℄ FURROW WAY STA. 25+53.05 (-6.74') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4800.78' STA. 25+77.53 (-6.80') INSTALL 8" DIA. CROSS W/ MJ RESTRAINTS INV. ELEV.= 4800.96' STA. 26+13.07 (-6.69') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4801.23' STA. 29+88.71 (-5.53') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4804.34' STA. 29+98.23 (-5.55') INSTALL 8"X8" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4804.42'INSTALL 951 LF OF 8" DIA.CLASS 51 DI WATER MAINW/ V-BIO POLYETHYLENE ENCASEMENTSTA. 25+89.2110" DIA. SDR 35 PVC PIPEINV. ELEV.= 4796.466.5' MIN.BURYSTA. 20+47.63 (-5.47')INSTALL 8" DIA. 22.5° BENDW/ MJ RESTRAINTS AND TBINV. ELEV.= 4799.97'STA. 20+58.94 (-5.50')INSTALL 8" DIA. GATE VALVEW/ MJ RESTRAINTS AND VBINV. ELEV.= 4799.96'STA. 20+25.86 (-14.04')INSTALL 8" X 8" X 8" DIA. TEEW/ MJ RESTRAINTSINV. ELEV.= 4799.97'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.PLANTER PLACE-WATER P&PSTA. 18+00 TO STA. 32+00C3.3AS NOTEDPLANTER PLACE-WATER P&PMALFINISHED GRND. ELEV. @ ℄INVERT ELEV.S. ELDORADO AVE S. RELIANCE AVEFALLON STS. LAUREL PARKWAY FURROW WAY4" SCH 40PVC CONDUITHEC Dec 04, 2023 - 2:22pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3 - WATER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 5.0'20+42.6320+25.17 4799.99'RECORD DRAWINGSBY:DATE:12/1/2023 478547904800481048204785479048004810482055+0056+0057+0058+0059+0060+004813.0 4804.81 4812.7 4804.6161+004812.5 4804.43 4812.6 4804.2562+004812.9 4803.91 4812.6 4803.5563+0064+0065+0066+0067+0068+0069+00℄ FALLON ℄ FURROW WAY PLANTER PLACE STA. 63+01.20 (5.50') INSTALL 8"X8" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4803.55' STA. 61+76.63 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4804.41' STA. 61+56.07 (5.50') INSTALL 8"X8" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4804.42' STA. 61+46.63 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4804.44' STA. 62+76.69 (5.50') INSTALL 8" DIA. GATE VALVE W/ MJ RESTRAINTS AND VB INV. ELEV.= 4803.73'STA. 61+67.328" DIA. SDR 35 PVC PIPEINV. ELEV.= 4801.68INSTALL 155 LF OF 8" DIA.CLASS 51 DI WATER MAINW/ V-BIO POLYETHYLENE ENCASEMENTSTA. 60+48.56 (5.50') INSTALL 8" DIA. END CAP & 2" BLOW-OFF W/ MJ RESTRAINTS INV ELEV. = 4804.81' 8''S 8''S 8''S SSSOPEN SPACE C OPEN SPACE DBLOCK 2 LOT 3 BLOCK 2 LOT 4 BLOCK 2 LOT 7 BLOCK 2 LOT 8 BLOCK 2 LOT 5 BLOCK 2 LOT 6 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W 8''W 10''S 10''S 10''S 10''S 10''S 10''S 8''S8''S8''S8''S8''S8''S8''S8''SSSSS8''S8''S8''S8''S8''S8''W 8''W12''W12''W12''W12''W12''W12''W12''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W12''W12''W HYD HYD HYDS ST GAS GASGASGASGASGASGASGAS GASGAS GASGAS GASGASGASGASGASGASFO FO FO FOFOFOFOFOFOFOFOFO GAS UGP UGP UGPUGPUGP UGP UGP UGP UGP UGP UGP UGP10''S 10''S 10''S S12''W12''W12''W12''W12''W12''W1.5" S V C @ S T A . 6 0 + 9 3 . 6 2 ' ( - 2 3 ' ) 2" SV C @ S T A . 6 2 + 0 8 . 6 8 ' ( - 2 3 ' )63+5060+0061+0062+0063+00C3.4AS NOTEDFURROW WAY-WATER P&PMALFURROW WAY-WATER P&PSTA. 55+00 TO STA. 69+000'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.FINISHED GRND. ELEV. @ ℄ INVERT ELEV. MAYFLY ST PLANTER PLACE FALLON ST S. LAUREL PARKWAYHEC Dec 04, 2023 - 2:25pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3 - WATER P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 SCALE: N.T.S.51UTILITY TRENCHSCALE: N.T.S.54CORPORATION STOP (CoB DRAWING # 02660-6)SCALE: N.T.S.53FIRE HYDRANT (CoB DRAWING NO. 02660-4)SCALE: N.T.S.52WATER SERVICE (CoB DRAWING NO. 02660-6)SCALE: N.T.S.56GATE VALVETYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ORUNSTABLE FOUNDATIONTYPE 1 PIPE BEDDING PLACED IN6" MAX. LAYERS AND COMPACTEDTHOROUGHLYSELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS ANDCOMPACTED THOROUGHLYNOTE: SLOPING, BENCHING ORSUPPORT SYSTEMS SHALLCONFORM WITH O.S.H.A. CONSTR.STANDARDS FOR EXCAVATIONS.MOUND TRENCH W/ 6" NATIVETOPSOIL OR SUBGRADE PREP.AS REQ'DTYPE 'A' OR 'B' TRENCHBACKFILL AS PER PLANSTRENCH WIDTH = SEE SCHEDULEINSTALL DETECTABLEWARNING TAPEPER SCHEDULE(WATER)MINIMUMDEPTH COVER6"4"SEE SCHEDULENOTES:1.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.2.TYPE 1 PIPE BEDDING SHALL BE GRAVEL, GRAVEL-SAND, OR SAND. THE MATERIALSHALL BE WELL GRADED AND SHALL CONFORM TO THE SOIL TYPE GW (GRAVEL, WELLGRADED) OR SW (SAND, WELL GRADED) OF THE UNIFIED SOIL CLASSIFICATION SYSTEM(USCS). THE MAXIMUM SIZE GRAVEL SHALL BE 34 IN. TYPE 1 BEDDING CONSISTS OF MIN4", OR 18 THE OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER, UNDER THEPIPE AND A MIN. OF 6" ABOVE THE PIPE. PLACE IN MAX. LIFTS OF 6" USING HAND OROTHER COMPACTION METHODS W/O DAMAGING OR DISTURBING THE PIPE.THOROUGHLY COMPACT EACH LAYER.3.TYPE "B" BACKFILL - PLACE BACKFILL IN MAXIMUM 8" LIFTS WITHIN 3% OPTIMUMMOISTER CONTENT, AND COMPACT TO AT LEAST 90% OF MAXIMUM DENSITY ASDETERMINED BY AZE ASHTO T99 OR BY ASTM D698.4.TYPE 'A' BACKFILL: PLACE TRENCH BACKFILL IN MAX. 8" COMPACTED LIFTS W/IN 3% OFOPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF MAX. DRY DENSITYDETERMINED BY AASHTO T99 OR BY ASTM D698.5.SLOPING, BENCHING OR SUPPORT SYSTEMS SHALL CONFORM WITH O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS.HIGH DENSITY RIGID FOAMINSULATION BOARD (IF REQ'D)CURB STOP VALVE. PROVIDE THENECESSARY TRANSITIONFITTINGS FROM SERVICE PIPE TOF.I.P. THREADSSEE CORPORATIONSTOP DETAILTAP BYCONTRACTORWATER MAINGROUND SURFACE8' FROMPROPERTYLINE ORBASEMENT6.5' MIN COVERPROPERTY OREASEMENT LINE4'CORPORATION STOPSERVICE SADDLESELECT MATERIALBACKFILL AREA (SEESPECIFICATIONS ONBACKFILL FORAPPURTENANCES)TRENCH BOTTOMWATER SERVICEPIPE1234NOTES:1.ADJUST WATER VALVES UPWARD OR DOWNWARD AS REQ'D.2.ADJUSTABLE SCREW-TYPE RISERS MAY BE USED TO RAISE OR ADJUST EXISTING VALVEBOXES ONLY.COMPACTED BASE &SUBGRADETRAFFIC BOX W/ CAST IRONFRAME & COVER LID SHALLREAD "WATER"CRUSHED ROCKGATE VALVEREBAR ANCHORNOTES:1.COAT ANCHOR REBAR WITH 'KOPPERS' BITUMASTIC #50 COATING OR EQUAL THRUSTBLOCKING & ANCHORS ARE REQ'D ON ALL VALVES. COMPACT SUBGRADE TO 95% MAX.DRY DENSITY2.INSTEAD OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDEDUTILIZING MEGALUG PER CoBOZEMAN MODIFICATIONS TO THE MPWSS6"6"1/8" MIN., 1/4" MAX.'C''A'CURB BOX WITH 5'STATIONARY RODBASE MATERIALNEW HYDRANT, MUELLERSUPER CENTURION 250 ORWATEROUS PACERPUMPER NOZZLE TO FACEROADWAY UNLESSDIRECTED OTHERWISEADJUSTABLE SCREW TYPEVALVE BOX WITH LIDELEV. ASSHOWN ONPLANS OR 0.2'ABOVE TBCCONC.THRUSTBLOCK MIN.2 SQ FTBEARINGSURFACEMIN. 0.5CUBIC YARDWASHEDGRAVELCONC,THRUSTBLOCKAWWA TEE ORTAPPINGSLEEVE ONWATER MAINNOTES:1.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED INSTEAD OFCONCRETE THRUST BLOCK.2.HYDRANT WEEP HOLES TO REMAIN UNOBSTRUCTED. INSTALL PLUMB W/ MIN. 4'-0"CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.)WATERMAINUNDISTURBED EARTHNEW 6" AUXILIARYGATE VALVEMIN. COVER6.5'WATERSERVICE LINESCALE: N.T.S.55MAIN SEPARATION (MPW DWG NO. 02660-2)NOTES:1.NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENTS (VERT. OR HOR.) ISPERMITTED WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. ALL CROSSINGSSHALL BE ARRANGED SO THAT THE SEWER MAIN OR SEWER FORCE MAIN JOINTS WILLBE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN BEING CROSSED.2.WHERE LESS THAN MINIMUM VERTICAL SEPARATION HAS BEEN APPROVED, THE NEWGRAVITY SEWER MAIN, OR THE NEW WATER MAIN, AT THE CROSSING SHALL BE MADEFROM A FULL LENGTH OF PIPE CENTERED ON THE CROSSING, AND THE CROSSINGANGLE SHALL BE APPROXIMATELY 90°. NEW GRAVITY SEWER MAINS CROSSING WITHIN18" OF A NEW OR EXISTING WATER MAIN MUST ALSO MEET OR EXCEED THEREQUIREMENTS OF "RECOMMENDED PRACTICE FOR LOW-PRESSURE AIR TESTING OFINSTALLED SEWER PIPE" (UNI-8-90, OR LATEST VERSION).3."L" IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPEMANUFACTURER.4.ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED.WATER ORSEWERMAINWATER ORSEWER MAINEXISTINGPIPEEXISTINGPIPENEW PIPEMIN.SEPARATIONDIST. = 10'VERTICALSEPERATION = 18"NEW PIPELCROSSINGSPARALLEL ARRANGEMENTL/2VERTICALSEPERATION = 18"NO VERTICAL SEPARATION REQ'DL/2LSTEEL POST MARKERPAINTED BLUECURB BOX2.5'NOTES:1.NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORP STOP TOCURB STOM FOR 34" AND 1" SERVICES.2.STRAIGHT COPPER PIPE SHALL BE USED FOR 1 12" AND 2" DERVICESSCALE: N.T.S.57INSULATIONNOTES:1.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARDTRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES.2.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.WHEN INSULATION IS REQUIRED TOBE STACKED, OVERLAP 1/4 OF THETOTAL LENGTH OF EACH PIECE OFINSULATION1/4 LLHIGH DENSITY RIGID FOAMINSULATION1" = 1' BURY DEPTH, 4' WIDESHEETSSCALE: N.T.S.58TYPICAL BLOWOFF12342" COPPERSERVICELINEPROVIDE 18"DIAMETER DRAINHOLECOPPERSERVICELINEMUELLER H-15428STRAIGHTCOUPLING WITHGALVANIZED ORBRASS CAPVALVE BOXTOP SECTIONFINISH GRADECORPORATION STOPWATER MAIN14 BENDCOMPRESSIONCOUPLINGCURB BOXCURB STOPC3.10AS NOTEDWATER DETAILSMALHEC Dec 04, 2023 - 2:33pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3.10 - WATR DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 PARTDESCRIPTION53FIRE HYDRANTFIRE HYDRANTFIRE HYDRANT LEAD PIPEGATE VALVE & VALVE BOXFIRE HYDRANT SPECFIRE HYDRANT LOCATION SPECNOTES:CoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02660-05CoBOZEMAN MOD'S TO MPWSS, DRAWING NO. 02660-046" GATE VALVE W/ VALVE BOX6" DI CLASS 51MUELLER SUPER CENTURION 250PARTDESCRIPTION52WATER SERVICEDISTANCE FROM PROPERTY LINEMIN BURY DEPTHCURB STOP VALVECURB STOP VALVE BOXCOMPRESSION CONNECTIONWATER SERVICE LINENOTES:1" TYPE K ANNEALED COPPER PIPE1" MUELLER (MODEL H-15403)MULLER H10388 CURB BOX 1 ¼” WITH A 2 ½” BASE TAPPING1" MUELLER BALL VALVE (MODEL B-25155)6.5'VARIESPARTDESCRIPTION54CORPORATION STOPCORPORATION STOP1" MULLER B-25008SERVICE SADDLE1" MUELLER BR 2 B SERIES1" WATER SERVICE LINE1" TYPE K ANNEALED COPPER PIPE1.5" WATER SERVICE1.5" TYPE K ANNEALED COPPER2" WATER SERVICE 2" TYPE K ANNEALED COPPERNOTES:PARTDESCRIPTION58BLOWOFF-HYDRANTBLOW OFF HYDRANTMUELLER H-15428 O.A.E.WATER SERVICE LINE1" TYPE K ANNEALED COPPER PIPE SERVICE SADDLE2" MUELLER BR 2 B SERIESNOTES:PARTDESCRIPTION56GATE VALVEGATE VALVEVALVE BOXNOTES:EJIW 8560 SERIES MUELLER 2360 PARTDESCRIPTION51UTILITY TRENCHTRENCH WIDTHOUTSIDE Ø OF PIPE(S) + 3'PIPE BEDDING MATERIALTYPE 1MINIMUM DEPTH OF COVER4'INSULATION1" = 1'DETECTABLE WARNING TAPE DEPTH1.5' MINIMUM, 2' MAXIMUM BELOW GROUND SURFACEHORIZ. SEPERATION DIST. FROM SEWER10' MINIMUMVERTICAL SEPERATION DISTANCE1.5' MINIMUMNOTES:NOTES: ALL SPEC'S O.A.E. VIA CoBOZEMAN MOD'S TO MPWSS, PARTS SPECIFICATIONS ARE TO COMPLYWITH THE CoBOZEMAN STANDARD DRAWING 02660-7.HIGH DENSITY RIGID FOAM INSULATION1" = 1' BURY DEPTH, 4' WIDE SHEETSPARTDETAILSTYPICAL INSULATION SCHEDULE57C3.11AS NOTEDWATER DETAILS (CONT.)MALHEC Dec 04, 2023 - 2:34pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\3.10 - WATR DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTOPEN SPACE B BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 10PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYD8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSS10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''SSSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''WHYDHYD8''W8''WST ST ST ST STGASGAS GASGASGASGASUGPUGPUGPUGPUGP UGP UGPUGP GASGASGASGASGASGASGASGASFOFOFOFOFOUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPC4.0AS NOTEDOVERALL STORMMAL0'20'40'60'MAY FLY STPLANTER PLACES. RELIANCE AVEPROPOSED CURB INLETCONNECT TO EXISTING15" STORM PIPES. ELDORADO AVECONNECT TO EXISTINGSTRUCTUREPROPOSED STORMMANHOLEPROPOSED STORMPIPE (TYP.)FALLON STREETHEC Dec 04, 2023 - 3:16pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\4- STORM P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 47884800481248244788480048124824-2+50-2+00-1+50-1+00-0+504807.8 4807.890+004807.8 4807.75 4807.60+504807.1 4806.91+004806.7 4806.21+504805.8 2+002+503+00SDI-1 24"x36" RECT SDI STA. 0+04.77 (-0.08' L) RIM ELEV = 4807.38 12"∅ INV OUT = 4802.16 SDI-2 24"x36" RECT SDI STA. 0+35.78 (0.39' R) RIM ELEV = 4807.39 12"∅ INV IN = 4801.58 15"∅ INV OUT = 4801.33STA. 0+26.2410" DIA. SDR 35 PVC PIPEINV. ELEV.= 4795.9812" DIA. A-2000 PVC L=29.28' S=2.00%STA. 0+15.348" DIA. WATER MAIN PIPEINV. ELEV.= 4797.66EXISTING 15" DIA. SDR35 L=162.17' S=0.51%STOPEN SPACE CBLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3OPEN SPACE A8''W 8''W 8''W 10''S10''S10''S10''S10''S10''S10''S10''S8''W 8''W 8''W 8''W 8''WHYD ST ST ST STGASGASGAS GASGASGASGASGASGASGASUGPUGPUGPUGPUGPUGPUGPFOFOFOFOUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP0+001+00 SDI-2SDI-10'20'40'60'SCALE1" = 20' HORIZ.1" = 5' VERT.S. RELIANCE STORM P&PSTA. -2+50 TO STA. 3+00C4.1AS NOTEDS. RELIANCE STORMP&PMALCONNECT TO EXITING 15" STORM PIPES. RELIANCE AVEINSTALL 16' LF OF 2"INSULATION BOARDHEC Dec 04, 2023 - 3:17pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\4- STORM P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 478848004812482447884800481248240+000+501+001+504805.52+004805.9 4806.12+504806.3 4806.73+004807.5 4807.53+504808.4 4809.04+004809.5 4810.14+504810.7 4811.45+004812.0 4807.87 5+50STRM MH-1 STA. 4+21.80 (0.00' ) RIM ELEV = 4809.37 15"∅ INV IN = 4805.29 15"∅ INV OUT = 4805.29 SDI-3 STA. 2+71.32 (0.00' ) RIM ELEV = 4806.25 15"∅ INV IN = 4801.94 15"∅ INV OUT = 4801.94 15" DIA. A-2000 PVC L=104.57' S=-2.59%15" DIA. A-2000 PVC L=186.36' S=-2.04%15" DIA. A-2000 PVC L=193.51' S=-1.24%EX SDI-1STA. 0+25.06 (0.00' )RIM ELEV = 4804.0615"∅ INV OUT = 4799.0915"∅ INV OUT = 4799.09 STA. 3+33.338" DIA. WATER MAIN PIPEINV. ELEV.= 4799.9715" DIA. A-2000 PVC L=4.47' S=-1.42%MH-17STA. 0+33.51 (0.00' )RIM ELEV = 4804.0015"∅ INV IN = 4799.1515"∅ INV IN = 4799.15 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTBLOCK 1 LOT 19 BLOCK 1 LOT 20 PARK A BLOCK 1 LOT 1 BLOCK 1 LOT 21 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W HYD 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''S 8''S 8''S 8''S SS8''W8''W8''W8''W8''W8''W 8''W 8''W 8''WHYDWAT8''W8''W8''W8''WSTSTUGPUGPUGPUGPUGP UGPUGPUGPGASGASGASGASGASGASGASGASGASGASGASGASGASFOFO FOFO0+001+002+003+004+005+005+55480848074806480548064804STRM MH-1SDI-3EX SDI-14809481048114812MH-170'20'40'60'SCALE1" = 20' HORIZ.1" = 5' VERT.S. ELDORADO STORM P&PSTA. 0+00 TO STA. 5+50C4.2AS NOTEDS. ELDORADOSTORM P&PMALCONNECT TO EXITINGSTORM STRUCTURES. ELDORADO AVEINSTALL 16' LF OF 6"INSULATION BOARDFINISHED GRND. ELEV. @ ℄ STRM PIPE INVERT ELEV. @ ℄EXISTING STORMINFRASTRUCTURESTUB OUT FORFUTURE CONNECTION.INSTALL 15" END CAPPLANTER PLACEFALLON STREETMAYFLY STREETHEC Dec 04, 2023 - 4:49pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\4- STORM P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 1L=146.51' S=-2.28%STA. 3+42.16L=233.82' S=-1.19%SDI-3 STA. 2+22.55 (0.00) RIM ELEV = 4805.64 15" Ø INV IN = 4801.48 15" Ø INV OUT = 4801.48 SDI-3 STA. 2+22.55 (0.00) RIM ELEV = 4805.64 15" Ø INV IN = 4801.48 15" Ø INV OUT = 4801.48 4799.354799.644799.934800.234800.524800.81 4801.11 4801.40 4801.69 4802.03 4802.58 4803.14 4803.69 4804.25 4804.80 4805.37 4805.99 4806.62 4807.24 4799.394799.694800.004800.304800.614800.91 4801.21 4801.54 4802.04 4802.54 4803.04 4803.54 4804.03 4804.53 4805.03 4805.59 4806.21 4806.64 4807.46 4807.87 RECORD DRAWINGSBY:DATE:12/1/2023 1RECTANGULAR STORM DRAIN INLET3' - 0"INLETCASTING4" MINIMUM,7" MAXIMUMOPENING24" OPENINGAS REQUIREDBLOCK OUT FORINLET & OUTLET PIPE9" SUMP6" PRECAST BASE6"FLAT TOP2' - 0"PLAN VIEWSECTION VIEW0.2'6" WALLTBC ELEV.RIM ELEV.PARTMANUFACTURERFRAMEEAST JORDANIRON WORKSMATERIALRATINGIRONTRAFFIC RATEDGRATEEAST JORDANIRON WORKSIRONTRAFFIC RATEDBACKEAST JORDANIRON WORKSIRONTRAFFIC RATEDPRODUCT #007030-Z1007030-M6007030-T3STORM DRAIN INLETSSDI 1SDI 224" X 36" RECT SDI24" X 36" REC SDI4807.344807.35W 12"Ø INV IN =4801.58E 12"Ø INV OUT =4802.16N 15"Ø INV OUT =4801.33STORMWATER SCHEDULENAMETYPERIM ELEVPIPES INPIPES OUTN.T.S6" BASEADJUSTABLE RINGS 2" MIN. 12" MAXPLAN VIEWSECTION VIEW24" OR 27" OPENINGSTORMSEWEREJIW-IFCOMADEINUSA STANDARD CASTINGAND COVER2TYPICAL STORM DRAIN MANHOLESCALE: N.T.S.AS REQUIREDRIM ELEV.SDI 324" X 36" REC SDI4805.16S 15"Ø INV IN =4800.74N 15"Ø INV OUT =4800.74STRM MH-148" CIRC MH4809.37S 15"Ø INV IN =4805.29N 15"Ø INV OUT =4805.29STEPS AT 16" O.C.AS REQUIRED USING VARIABLE LENGTH SECTIONS(SEE COBoz MODS TO MPW, 02730.2.3)C4.10AS NOTEDSTORM DETAILSMALHEC Dec 04, 2023 - 4:51pmCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\4.10 - STORM DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 12/1/2023203430AS-BUILT SET - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S 8''S 8''S8''S8''S8''SSSSSSSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WATWATWATHYDHYDHYDHYDHYDSOPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSS480 9 480 8 4813481348134813 4812481348124808 4806 481148124811 48094810 4813.184813.18C5.0AS NOTEDOVERALL ROADMALFURROW WAYFALLON STPLANTER PLACE0'50'100'150'S. ELDORADO AVEMAY FLY STS. RELAINCE AVEPROPOSED 10' WIDEASPHALT TRAIL PERDETAIL 9/C5.11PROPOSED 5' WIDESIDEWALK PER DETAILC5.11/7TRANSITION FROM 33' EX.TO 35' TBC ROAD WIDTHTRANSITION FROM 33' EX.TO 35' TBC ROAD WIDTH5' WIDE CONCRETESIDEWALK (TYP.)ALLEYS TO BE CONSTRUCTED TOC.O.B. STANDARDS WITH 2'CONCRETE PAVING EDGES (TYP.)S. LAUREL PARKWAYPLANTER PLACEPROPOSED 5' WIDESIDEWALK PER DETAILC5.11/7TYP "B" CROSSWALKSTRIPING (TYP.) PERDETAIL C5.10/5CONTINUE 6'SIDEWALKHEC Nov 14, 2024 - 11:46amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S8''S8''S8''SSSSSSWATWATWAT WAT WAT WAT WAT WAT WAT WATHYDOPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSS0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+63480 9 480 8 4813481348134813 4812481348124808 4806 481148124811 48094810 4813.184813.18480048104820483047904800481048204830-0+504809.40+004809.64810.924809.54811.331+004809.84811.094809.84811.692+004810.04811.944809.94812.203+004809.64812.454809.84812.704+004810.2 4812.95 4810.8 4813.195+004810.7 4813.14 4811.1 4812.716+004811.7 4812.17 4810.9 4812.127+004811.5 4812.58 4811.7 4813.048+004812.0 4813.48 4811.8 4813.769+004812.0 4813.83 4812.3 4813.6910+004812.2 4813.35 4812.2 4812.8311+004812.2 4812.30 4811.812+004812.0 4811.713+00-1.07%2.91%-4.46%1.30%0.50%0.18%1.21%3.03%-2.95%0.91%-1.08%PVI STA: 5+37.39PVI ELEV: 4813.38K: 62.31LVC: 98.36BVCS: 4+88.21 BVCE: 4813.14 EVCS: 5+86.57 EVCE: 4812.85 PVI STA: 9+51.45PVI ELEV: 4814.42K: 120.86LVC: 240.00BVCS: 8+31.45 BVCE: 4813.33 EVCS: 10+71.45 EVCE: 4813.14 ℄ FALLON S. RELIANCE AVE ℄ FALLONELDORADO ℄ FALLON ALLEY B TIE INTO EXISTINGSTA: 11+97.38ELEV: 4811.79STA. 12+00.3512"Ø UTIL CONDUITINV. ELEV.= 4808.00STA. 1+23.9412"Ø UTIL CONDUITINV. ELEV.= 4807.51SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'FALLON ROAD P&PSTA. -1+00 TO STA. 13+00C5.1AS NOTEDFALLON ROAD P&PMALEXISTING GRND. ELEV. @ ℄FINISHED GRND. ELEV. @ ℄S. ELDORADO AVE S. RELIANCE AVE 0'50'100'150'S. LAUREL PARKWAY FURROW WAYPLANTER PLACEPLANTER PLACEHEC Dec 12, 2024 - 10:03amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S8''S8''S8''SSSSSSWATWATWATWAT WAT WAT WAT WAT WAT WAT WATHYDOPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE A8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYD8''W 8''W 8''W 8''W 8''W8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSS20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0030+19480 9 480 8 4813481348134813 4812481348124808 4806 481148124811 48094810 4813.184813.184800481048204830479048004810482048300.76%-0.61%0.58%3.21%-5.29%-3.14%5.36%PVI STA: 24+49.83PVI ELEV: 4810.62K: 54.41LVC: 75.00BVCS: 24+12.33BVCE: 4810.34 EVCS: 24+87.33 EVCE: 4810.3919+004807.820+004808.34807.574808.64807.9521+004808.34808.334808.24808.7222+004807.94809.104808.24809.4823+004808.84809.864809.04810.2424+004809.2 4810.49 4809.2 4810.3225+004809.8 4810.01 4809.4 4809.3026+004810.2 4810.22 4810.0 4810.5227+004810.1 4810.81 4810.3 4811.1028+004810.7 4811.39 4811.2 4811.6829+004811.3 4811.97 4811.230+0031+0032+0033+00℄ ALLEY A S. RELIANCE AVE ℄ S. ELDORADO AVE ℄ ALLEY A ALLEY BSTA. 20+58.3612"Ø UTIL CONDUITINV. ELEV.= 4803.750'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'PLANTER PLACE ROAD P&PSTA. 19+00 TO STA. 33+00C5.2AS NOTEDPLANTER PLACEROAD P&PMALEXISTING GRND. ELEV. @ ℄FINISHED GRND. ELEV. @ ℄FALLON STS. ELDORADO AVE S. RELIANCE AVE S. LAUREL PARKWAY FURROW WAY HEC Dec 12, 2024 - 10:03amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 S8''S 8''S 8''SWATWATWATWATWATHYDBLOCK 1LOT 2 BLOCK 1LOT 3 BLOCK 1LOT 4 BLOCK 1LOT 5 BLOCK 1BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20PARK A BLOCK 1LOT 1BLOCK 1LOT 21 OPEN SPACE A8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W 8''W 8''W 8''WHYD8''W8''W8''W8''W8''W8''S 8''S 8''S 8''SS43+6140+0041+0042+0043+00481248084806L=79.83'R=150'∆=30.5°PC: 40+40.48PT: 41+20.31PC: 41+71.95PT: 42+43.60L=71.65'R=150'∆=27.4°481148094810℄ S. ELDORADO AVEALLEY A℄ S. ELDORADO AVEFALLON480048104820 48304790480048104820483039+004805.24805.2540+004806.64806.634807.84807.7541+004807.84807.764807.94807.9042+004808.34808.334809.24809.2543+004809.84809.78 44+001.55%2.55%1.55%2.55%TIE INTO EXISTINGSTA: 40+18.86ELEV: 4805.68STA. 42+90.7612"Ø UTIL CONDUITINV. ELEV.= 4807.004800481048204830479048004810482048301.36%1.85%4806.5 4806.5050+004807.2 4807.18 4807.7 4807.8651+004808.4 4808.54 4808.8 4809.2252+004809.2 4809.92 4809.7 4810.8553+004810.2 4811.78 4811.0 4812.7054+004812.5 55+00℄ S. RELIANCE AVE FALLON ST ℄ S. RELIANCE AVE ALLEY A STA. 53+57.3412"Ø UTIL CONDUITINV. ELEV.= 4808.00STA. 52+28.1012"Ø UTIL CONDUITINV. ELEV.= 4805.7510''S10''S10''S10''S10''S10''S10''S10''S10''S 10''S 10''S 10''SSSS8''S 8''S 8''S 8''S 8''S8''S8''S8''SWAT WAT WAT WAT WAT WAT WAT WAT WATWATWATHYD OPEN SPACE BBLOCK 1 LOT 6 BLOCK 1 LOT 7 BLOCK 1 LOT 8 BLOCK 1 LOT 9 BLOCK 1 LOT 10 BLOCK 1 LOT 11 BLOCK 1 LOT 12 BLOCK 1 LOT 13 BLOCK 1 LOT 14 BLOCK 1 LOT 15 BLOCK 2 LOT 1 BLOCK 2 LOT 2 BLOCK 2 BLOCK 2 LOT 9 BLOCK 2 LOT 10 OPEN SPACE A 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W HYD 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S S50+0051+0052+0053+0054+0054+50480948084813 4813 4811S. ELDORADO-ROAD P&PSTA. 39+00 TO STA. 44+00C5.3AS NOTEDS ELDORADO & SRELIANCE ROAD P&PMALEXISTING GRND. ELEV. @ ℄FINISHED GRND. ELEV. @ ℄S. RELIANCE-ROAD P&PSTA. 50+00 TO STA. 55+00EXISTING GRND. ELEV. @ ℄ FINISHED GRND. ELEV. @ ℄0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'FALLON ST FALLON ST MAY FLY ST MAY FLY ST PLANTER PLACE PLANTER PLACE PLANTER PLACE HEC Dec 12, 2024 - 10:03amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 480048104820483047904800481048204830-0.50%0.50%-5.35%55+0056+0057+0058+0059+004810.060+004809.8 4813.00 4810.5 4812.7561+004810.9 4812.50 4811.6 4812.6362+004812.0 4812.88 4812.763+004813.5 64+0065+0066+0067+0068+0069+00℄ ALLEY A ALLEY B ℄ ALLEY B FALLONSTA. 62+68.4612"Ø UTIL CONDUITINV. ELEV.= 4808.7510''S 10''S 10''S 10''S 10''S 10''S 8''S8''S8''S8''S8''S8''S8''S8''SSSS8''S8''S8''S8''S8''SWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WATWATWATHYD HYD HYDS OPEN SPACE C OPEN SPACE DBLOCK 2 LOT 3 BLOCK 2 LOT 4 BLOCK 2 LOT 7 BLOCK 2 LOT 8 BLOCK 2 LOT 5 BLOCK 2 LOT 6 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W 8''W 8''S 8''S 8''S SSS60+0061+0062+0063+0063+50481348134813 4812 4811 4812 4813.184813.18 C5.4AS NOTEDFURROW WAYROAD P&PMALFURROW WAY ROAD P&PSTA. 50+00 TO STA. 55+00EXISTING GRND. ELEV. @ ℄ FINISHED GRND. ELEV. @ ℄0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'MAY FLY ST FALLON ST PLANTER PLACE S. LAUREL PARKWAYHEC Dec 12, 2024 - 10:04amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 10''S10''S10''S10''S10''S10''S10''S10''S10''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''WHYD10''S FG: 4812.21FG: 4811.49FG: 4811.44FG: 4811.91FG: 4811.78FG: 4812.45FG: 4812.48FG: 4812.64FG: 4812.65FG: 4812.19FG: 4812.30FG: 4811.76-2.21% -1.84%8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYD8''W 8''W 8''W 8''W 8''W 8''W 8''W FG: 4810.63FG: 4810.38FG: 4810.39FG: 4810.58FG: 4811.68FG: 4811.56FG: 4810.44FG: 4812.07FG: 4810.67FG: 4811.64FG: 4811.53FG: 4812.03-3.65%-2.66%4811 0'10'20'30'C5.5AS NOTEDINTERSECTIONDETAILSMALFALLON STS. ELDORADO AVE S. RELIANCE AVEFALLON STS. ELDORADO AVE & FALLON STS. RELIANCE AVE & FALLON STHEC Nov 14, 2024 - 11:47amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 OPEN SPACE COPEN SPACE B OPEN SPACE D BLOCK 1LOT 2BLOCK 1LOT 3BLOCK 1LOT 4BLOCK 1LOT 5BLOCK 1LOT 6BLOCK 1LOT 7BLOCK 1LOT 8BLOCK 1LOT 9BLOCK 1LOT 10BLOCK 1LOT 11BLOCK 1LOT 12BLOCK 1LOT 13BLOCK 1LOT 14BLOCK 1LOT 15BLOCK 1LOT 16BLOCK 1LOT 17BLOCK 1LOT 18BLOCK 1LOT 19BLOCK 1LOT 20BLOCK 2LOT 1BLOCK 2LOT 2BLOCK 2LOT 3BLOCK 2LOT 4BLOCK 2LOT 7BLOCK 2LOT 8BLOCK 2LOT 9BLOCK 2LOT 10BLOCK 2LOT 5BLOCK 2LOT 6PARK ABLOCK 1LOT 1BLOCK 1LOT 21OPEN SPACE ASTOPS. ELDORADO AVE.STOPSTOPFALLON STREETS. RELIANCE AVE.FALLON STREETFALLON STREETS LAUREL PARKWAYFURROW WAYPLANTER PLACEPLANTER PLACE0'50'100'150'C5.6AS NOTEDSTRIPING & SIGNAGEPLANMALINSTALL PEDESTRIAN CROSSINGSIGN (MUTCD NO. W11-2) ANDARROW (MUTCD NO. W16-7P) (TYP.)TYPE "B" CROSSWALKSTRIPPING, PER DETAIL5/C5.10 (TYP.)YELLOW CURB PAINT FORNO PARKING (TYP.) PERCITY OF BOZEMANS REG'SINSTALL STREETNAME/STOP SIGN PERCITY OF BOZEMAN DETAILS(SEE DETAIL 3/C5.10)INSTALL DEAD END SIGNSPER DETAIL 12/C5.11INSTALL DEAD END SIGNSPER DETAIL 12/C5.11NOTE: INSTALL BLUE STREET NAME SIGNSFOR FURROW WAY AND PLANTER PLACEHEC Nov 14, 2024 - 11:47amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5 - ROAD STRIPING.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 SCALE: N.T.S.4SCALE: N.T.S.3EDGE OF SIGN TO CROSSWALK ℄ 9' (TYP.)2' MINFROMFACE OFCURBROAD NAMEFOC TO EDGE OF SIGN2' MIN7' MIN.6" BLANKS WITH 4" LETTERS,APPROVED BY LOCALAUTHORITYINSTALL SQUARE POST (2") BRACKETFOR FLAT STREET SIGNSINSTALL STOP SIGN (MUTCD NO.R1-1) ORIENT POST FOR FUTURESTOP SIGN IF NO SIGN IS REQUIREDFOR THIS PHASE2" PERFORATED,SQUARE TUBE 14GAUGEGALVANIZEDSTEEL POSTCROSS WALK ℄STREET/STOP SIGN (CoBOZEMAN DETAIL 09810-1)NOTES:1.SEE CoBOZEMAN STANDARDDETAILS 09810-01 AND 09810-4.2.ALL SIGNAGE TO BE REVIEWEDAND APPROVED BY THE CITY OFBOZEMAN ENGINEER.3.REFERENCE MUTCD FORDIMENSIONSSCALE: N.T.S.2BOULEVARD SIDEWALK WITH PERPENICULAR PEDESTRIAN RAMP SECTION VIEW (CoBOZEMAN DETAIL 02529-8) DRY UTILITY CONDUIT DETAIL12" MIN.12" MIN.FINAL ASPHALT30" MIN.40" MAX.GRAVEL OR COMPACTEDSOIL AS PER ROAD SECTION1. ONE CONDUIT FOR ELECTRIC2. SECOND CONDUIT FOR COMMUNICATIONS3. THIRD CONDUIT FOR NATURAL GAS4. FOURTH CONDUIT FOR OWNER12" TYPICAL N-12 DOUBLEWALL CORRUGATED POLYCONDUITS WITH END CAPSAND BANDSSTREET SIGNPTPC 5' SIDEWALK (TYP.)5.5' BLVD. (TYP.)R = 15'6" THICKCONCRETE SURFACECURB (TYP.)BACK OF NO LIP9.5"1:12 MAX. 4" CONCRETESIDEWALK3" GRAVEL BASE (TYP.)FLOW LINE SECTION A-ASECTION B-B12"5'-0"12" 5"TOP OF CURBFLOW LINEVARIES5' SIDEWALKLANDINGTRANSITION TO NORMAL SIDEWALKELEVATION. DISTANCE VARIES.1:20 MAX.NO LIPFlow lineEXPANSIONJOINT1' (TYP.)1:20 MAX.1:20 MAX.2% MAX.2% MAX.EXPANSIONJOINTS5' X 5'SIDEWALKLANDING2 1/2" DEPRESSED SIDEWALK LANDINGSTANDARD CURB SECTION5'NO SCALENO SCALERAMPSECTION C-CNO SCALESCALE: N.T.S.1BOULEVARD SIDEWALK WITH PERPENICULAR PEDESTRIAN RAMP (CoBOZEMAN DETAIL 02529-8) NOTES:1.RAMPS ARE TO BE CONSTRUCTED WITH DETECTABLE WARNING SURFACES COMPLYING WITH ADAAG,COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE CORNER OF THE DETECTABLE WARNING SURFACE MUSTBE WITHIN 8" OF THE GUTTER FLOWLINE; NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLEWARNING SURFACE MAY BE MORE THAN 5' FROM THE FLOWLINE.TRUNCATED DOMES PER CoB DESIGN STANDARDS12" MIN.2'2' MIN. 3.5' MAX4' MIN.8' TYP.1'3'2'YIELD LINESEE NOTE 3SCHOOL CROSSINGOR UNCONTROLLED CROSSINGNOTES:1.THE LOCATION OF THE CROSSWALKLINES ARE DEPENDENT UPONLOCATION OF THE SIDEWALKS.2.USE YIELD LINE FOR UNCONTROLLEDCROSSINGS, STOP LINE FORCONTROLLED CROSSINGS3.4' MINIMUM FOR SINGLE LANEAPPROACHE. FOR MULTI-LANEAPPROACHES, SEE MUTCD SEC 3B-16SPACE BARS TO BE OUTOF WHEEL PATHSUNCONTROLLED CROSSING PAVEMENT MARKINGSCALE: N.T.S.5C5.10AS NOTEDROAD DETAILSMALHEC Nov 14, 2024 - 11:47amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5.10 - ROAD DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 3" of ASPHALT8"of 6" MINUS PITRUNSLOPESLOPE4" of 3/4" MINUSWASHED ROCK4" of M-4000 CONCRETE(6" FOR DRIVE-OVER)SCALE: N.T.S.6TYPICAL ROAD AND ALLY SECTIONSCALE: N.T.S.7SIDEWALK SECTIONSCALE: N.T.S.810' ASPHALT TRAIL SECTION6" of 1.5" MINUSEXISTING SUBGRADEOR EXCESS 6" MINUSPITRUN (SEEGEOTECH REPORT)SCALE: N.T.S.107"6'ASPHALTFLOWLINE BACK OF CURBRADIUS (SEE PLANS)CURB TO CURB WIDTHSEE STREET DETAILFACE OF CURBFACE OF GUTTERDOWEL W/ 4 #4x36"DEFORMED REBAR EVENLYSPACED ON 6" CENTERS W/3-1/2" COVERJOINTS WILL BE REQUIREDAPPROX. EVERY 10 FEET12" PER 1"TOP WIDTH = 6'20' THROAT WIDTHMAINTAIN PROPER SIDEYARDSETBACK PERZONINGREGULATIONS1'PROPERTY LINE 5'VARIABLE(5.5' TYP.)5' TRANSITION SECTION FROMEXISTING CURB TO DROP CURB:EXPANSION JOINTS COMPLETELYAROUND SIDEWALK SECTIONCURB & APRON POURED MONOLITHICUNLESS OTHERWISE APPROVEDCONTRACTION JOINTBACK OF CURBFLOW LINEEDGE OF GUTTER* 5'5.5' TYP.(VARIES)1'SIDEWALK PORTIONDRIVEWAY PORTIONCURB & GUTTERPROPERTY LINE CONSTANT GRADEEXPANSION JOINTSAT CURB RETURNSEXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMEDBITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENTSHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESSOTHERWISE APPROVED.CONTRACTION JOINTS TO BE SPACED AT10' INTERVALS IN CURB & GUTTERSIDEWALK CONTRACTION JOINTS SPACED AT 5'INTERVALS - MIN. DEPTH 1". EXPANSION JOINTS TOBE PLACED AT 25' INTERVALS.GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULLHEIGHT CURB OR MATCH EXISTING SIDEWALK GRADESCALE: N.T.S.9ALLEY APPROACH MIN. 6" THICKM-4000 CONCRETE4" WASHED ROCK6" of 1.5" MINUSCRUSHED ROCK2.5" ASPHALT18" DIAMOND BLACK PANEL WITH 9 REDREFLECTORS, 3" MIN. SIZE - NUMBER OFPANELS AS REQUIRED BY THE DIRECTOROF PUBLIC SERVICE2" PERFORATED SQUARETUBE POST (TELSPAR ORAPPROVED EQUIVALENT)ROAD GRADESIGN POST FOUNDATION ASPER STANDARD DRAWING09810-148"MIN.24"24"CLSCALE: N.T.S.1160"TYP.SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH THICK, WITH ENGINEER GRADE REFLECTIVE SHEETINGMURAFI 500X WOVEN GEOTEXTILEMURAFI 500X WOVEN GEOTEXTILEAT DRIVEDEAD END BARRICADE (CoBOZEMAN STANDARD DRAWING NO. 09810-2)VALLEY GUTTERSCALE: N.T.S.12CURB & GUTTER DETAILC5.11AS NOTEDROAD DETAILS (CONT.)MALHEC Dec 12, 2024 - 10:04amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5.10 - ROAD DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 SCALE: N.T.S.CL30' RIGHT-OF-WAY (FROM CL)15.5'DRIVING & PARKING LANE2'CURB6.5'BOULEVARD5'SIDEWALK1'BUFFER TO ROW13SCALE: N.T.S.TYPICAL STREET DETAIL 30' RIGHT-OF-WAY (FROM CL)2'CURB6.5'BOULEVARD5'SIDEWALK1'BUFFER TO ROWROW ROW60' ROW3% SLOPE3% SLOPE15.5'DRIVING & PARKING LANE14TYPICAL ALLEY DETAILMAX2% SLOPE2% SLOPE2% SLOPEMAX2% SLOPE8' CL TO EDGE OF PAVEMENT8' CL TO EDGE OF PAVEMENT2' CONCRETEPAVING EDGE2' CONCRETEPAVING EDGE2% SLOPE2% SLOPEROW ROW30' ROW5'BOULEVARD5'BOULEVARDMIN. 6" THICKM-4000 CONCRETEC5.12AS NOTEDROAD DETAILS (CONT.)MALHEC Nov 14, 2024 - 11:48amCAD FILE: M:\203430\Drawings\PHASE 1\AS-BUILTS\5.10 - ROAD DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018 7/18/2023203430CONSTRUCTION DRAWINGS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEURBAN + FARM BOZEMAN, MTLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 1 RECORD DRAWINGSBY:DATE:12/1/2023 #10 AWG,#10 GND IN2" CONDUIT21TYP4TYP5TYP#10 THROUGHOUT(3) #8, (1) #10 GND,IN 1" CPUMP CONTROLSWELL PUMPPROVIDEUTILITYTRANSFORMERAND SITE POWERCONNECTIONSLTG CONTROLLER"F&E" LTGSITE POWERCONTROLLER"F&E" PWR1.UNDERGROUND FEED - SCHEDULE 80 PVC. REFER TO FIGURE 1 SHEET E002FOR ALL CITY OF BOZEMAN SPECIFICATIONS.2.FIXTURE LOCATION TYPICAL - REFER TO FIGURES 2,3 AND 4 SHEET E002 FORALL CITY OF BOZEMAN REQUIREMENTS AND SPECIFICATIONS.3.LIGHTING CONTROL CENTER CABINET REFER TO DETAILS 2,3,7A AND 7BSHEET E002 FOR ALL CITY OF BOZEMAN REQUIREMENTS ANDSPECIFICATIONS. CONSULT WITH CITY OF BOZEMAN ENGINEERING DEPT FORLOCATION OF PANEL AND PANEL LABELING REQUIREMENTS. FINAL LOCATIONOF UTILITY TRANSFORMER AND CONTROL CENTER CABINET TO BEDETERMINED AND COORDINATED WITH NWE. FINAL CONDUIT ROUTING TO BEDETERMINED UPON DETERMINATION OF UTILITY TRANSFORER AND CONTROLCABINET LOCATION.4.ALL ELECTRICAL LINES ARE TO MAINTAIN 10' OF CLEARNCE FROM WATERMAIN AND HYDRANTS.5.MAXIMUM DISTANCE BETWEEN PULL/SPLICE BOXES IS 200 FEET FOR STREETAND PEDESTRIAN LIGHTS. PROVIDE AS NECESSARY TO MEET CITY OFBOZEMAN REQUIREMENTS.6.EC SHALL PROVIDE RACEWAY AND WIRING AS NECESSARY FROMPUMP CONTROLS TO PUMP AND FLOAT SWITCHES.PROVIDE SEAL FITTINGS IN CONDUIT PER NEC CLASS I DIV I ENVIRONMENT.SHEET WORK NOTES?A.COMPLY WITH LATEST VERSION ON NEC AND ALL APPLICABLE CODES ANDSTANDARDS.GENERAL NOTES1E001LIGHTING SITE PLAN1"=50'01.31.23 11:50 AM | L:\OUTLAW_UFMP\BIMCAD\Elec\Phase 1\OUTLAW_UFMP_E001.dwgE001SITE LIGHTING PLANS& SCHEDULESERICKSONRev 2 - 09.15.2022Rev 3 - 12.08.2022Rev 4 - 02.01.20235 - LTG FIXTURE SUB 12.15.236 - LTG FIXTURE SUB 03.25.20247 - INFRA-RESUBMITTAL - 07-26-20248 - INFRA-RESUBMITTAL 08.29.2024GIESERLEGENDPOLE MOUNTED FIXTURE, EXTERIORJTLIGHTING CONTROL CENTER CABINETPULLBOXDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|URBAN + FARM MP - PHASE 1 OUTLAW PARTNERS, BIG SKY, MONTANA BOZEMAN, MONTANACONSTRUCTION05.31.20232023OUTLAW_UFMPHAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER 2677889/10/20242022-021-IR Urban + FarmPhase 1 PP InfrastructureLight poleLightpoleThis review is only for general conformance with the design concept and theinformation given in the Construction Documents. Corrections or commentsmade on the shop drawings during this review do not relieve the Contractorfrom compliance with the requirements of the plans and specifications andapplicable laws, codes and regulations. Review of a specific item shall notinclude review of an assembly of which the item is a component. TheContractor is responsible for: dimensions to be confirmed and correlated atthe job site; information that pertains solely to the fabrication processes or tothe means, methods, techniques, sequences and procedures of construction;coordination of the Work with that of all other trades and performing allWork in a safe and satisfactory manner.ReviewedRejectedFurnish as CorrectedRevise and ResubmitSubmit Specified ItemBy: Date:4Patrick Moranville (Cushing Terrell)12.09.2024No exception taken to the proposed installed underground pathways shown in Red. Provide Junction Boxes at all conduit direction shifts, and maintain conduit between thesidewalk and street as required by the City of Bozeman Design Standards. #10 AWG,#10 GND IN2" CONDUIT21TYP4TYP5TYP#10 THROUGHOUT(3) #8, (1) #10 GND,IN 1" CPUMP CONTROLSWELL PUMPPROVIDEUTILITYTRANSFORMERAND SITE POWERCONNECTIONSLTG CONTROLLER"F&E" LTGSITE POWERCONTROLLER"F&E" PWR1.UNDERGROUND FEED - SCHEDULE 80 PVC. REFER TO FIGURE 1 SHEET E002FOR ALL CITY OF BOZEMAN SPECIFICATIONS.2.FIXTURE LOCATION TYPICAL - REFER TO FIGURES 2,3 AND 4 SHEET E002 FORALL CITY OF BOZEMAN REQUIREMENTS AND SPECIFICATIONS.3.LIGHTING CONTROL CENTER CABINET REFER TO DETAILS 2,3,7A AND 7BSHEET E002 FOR ALL CITY OF BOZEMAN REQUIREMENTS ANDSPECIFICATIONS. CONSULT WITH CITY OF BOZEMAN ENGINEERING DEPT FORLOCATION OF PANEL AND PANEL LABELING REQUIREMENTS. FINAL LOCATIONOF UTILITY TRANSFORMER AND CONTROL CENTER CABINET TO BEDETERMINED AND COORDINATED WITH NWE. FINAL CONDUIT ROUTING TO BEDETERMINED UPON DETERMINATION OF UTILITY TRANSFORER AND CONTROLCABINET LOCATION.4.ALL ELECTRICAL LINES ARE TO MAINTAIN 10' OF CLEARNCE FROM WATERMAIN AND HYDRANTS.5.MAXIMUM DISTANCE BETWEEN PULL/SPLICE BOXES IS 200 FEET FOR STREETAND PEDESTRIAN LIGHTS. PROVIDE AS NECESSARY TO MEET CITY OFBOZEMAN REQUIREMENTS.6.EC SHALL PROVIDE RACEWAY AND WIRING AS NECESSARY FROMPUMP CONTROLS TO PUMP AND FLOAT SWITCHES.PROVIDE SEAL FITTINGS IN CONDUIT PER NEC CLASS I DIV I ENVIRONMENT.SHEET WORK NOTES?A.COMPLY WITH LATEST VERSION ON NEC AND ALL APPLICABLE CODES ANDSTANDARDS.GENERAL NOTES1E001LIGHTING SITE PLAN1"=50'01.31.23 11:50 AM | L:\OUTLAW_UFMP\BIMCAD\Elec\Phase 1\OUTLAW_UFMP_E001.dwgE001SITE LIGHTING PLANS& SCHEDULESERICKSONRev 2 - 09.15.2022Rev 3 - 12.08.2022Rev 4 - 02.01.20235 - LTG FIXTURE SUB 12.15.236 - LTG FIXTURE SUB 03.25.20247 - INFRA-RESUBMITTAL - 07-26-20248 - INFRA-RESUBMITTAL 08.29.2024GIESERLEGENDPOLE MOUNTED FIXTURE, EXTERIORJTLIGHTING CONTROL CENTER CABINETPULLBOXDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|URBAN + FARM MP - PHASE 1 OUTLAW PARTNERS, BIG SKY, MONTANA BOZEMAN, MONTANACONSTRUCTION05.31.20232023OUTLAW_UFMPHAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER 267788 30' OR LESS24"6-#67'-6"POLEHEIGHTPOLE BASEDIAMETERVERTICALBARSDEPTH BELOW GRADEUNRESTRAINED1'-7" LAP3"CLRPOLE BASEDIAMETER #3 TIES @12"VERTICALBARSPOLE BASE ENGINEERING DATA - REFER TO NOTE 7 FIGURE 4DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|URBAN + FARM MP - PHASE 1 OUTLAW PARTNERS, BIG SKY, MONTANA BOZEMAN, MONTANACONSTRUCTION05.31.20232023OUTLAW_UFMP06.29.17 11:09 PM | L:\OUTLAW_UFMP\BIMCAD\Elec\Phase 1\OUTLAW_UFMP_E002.dwgE002CITY OF BOZEMANTYPICAL DETAILSSCHUELERRev 4 - 02.01.20235 - LTG FIXTURE SUB 12.15.236 - LTG FIXTURE SUB 03.25.2024GIESERHAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER UTILITY TRANSFORMERBY UTILITY COMPANY(120/240V 1 PHASE).LIGHTING CONTROL CENTERCABINET "F&E LTG"(3)-#3 AWG AND #8 GND IN 1 12" SCHD 40 PVCW/SCHD 80 FITTINGS - REFER TO FIGURE 7AAND 7B SHEET E200 FOR ALL REQUIREMENTSPROVIDE CONCRETEUTILITY PAD PERUTILITY COMPANYREQUIREMENTS200A NEMA 3R, 1-PH, 3WELECTRICAL SERVICEPEDESTAL "F&E PWR"22,000 AICPROVIDE CONDUITSTUB OUT PERUTILITY COMPANYREQUIREMENTS(3)-#3/0 AWG AND #6 GND IN 2" SCHD 40 PVCW/SCHD 80 FITTINGS.1E003ONE LINE DIAGRAMNTSDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|URBAN + FARM MP - PHASE 1 OUTLAW PARTNERS, BIG SKY, MONTANA BOZEMAN, MONTANACONSTRUCTION05.31.20232023OUTLAW_UFMP06.29.17 11:09 PM | L:\OUTLAW_UFMP\BIMCAD\Elec\Phase 1\OUTLAW_UFMP_E003.dwgE003CITY OF BOZEMANTYPICAL DETAILS &ONE LINE DIAGRAMERICKSONRev 4 - 02.01.20235 - LTG FIXTURE SUB 12.15.237 - INFRA-RESUBMITTAL - 07-26-20248 - INFRA-RESUBMITTAL 08.29.2024GIESERHAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER7 8 DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|URBAN + FARM MP - PHASE 1 OUTLAW PARTNERS, BIG SKY, MONTANA BOZEMAN, MONTANACONSTRUCTION05.31.20232023OUTLAW_UFMP06.29.17 11:09 PM | L:\OUTLAW_UFMP\BIMCAD\Elec\Phase 1\OUTLAW_UFMP_E004.dwgE004LUMINAIRESPECIFICATIONSHEETSSCHUELERRev 4 - 02.01.20235 - LTG FIXTURE SUB 12.15.236 - LTG FIXTURE SUB 03.25.20247 - INFRA-RESUBMITTAL - 07-26-2024GIESER2HAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER 677 VERT 3ACROSSWALK 3VERT 3BINTERSECTION 1VERT 1ACROSSWALK 1VERT 1BVERT 2BCROSSWALK 2VERT 2AVERT 4ACROSSWALK 4VERT 4BTRESPASS 4 ETRESPASS 4 WTRESPASS 2 ETRESPASS 2 WTRESPASS 3 NTRESPASS 3 SINTERSECTION 1TRESPASS STRESPASS 1 NTRESPASS 1 SINTERSECTION 20.40.51.71.82.42.32.72.62.32.31.71.40.50.40.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1 0.0 0.0 0.00.00.00.00.00.10.10.10.10.10.10.10.10.1 0.1 0.1 0.10.00.00.00.0 0.10.10.20.51.32.53.33.30.70.30.12.22.73.12.51.91.52.73.13.42.90.10.10.10.10.10.10.10.10.10.10.10.1 0.10.10.10.10.10.10.10.10.12.21.10.40.20.10.12.31.00.40.20.10.10.90.92.12.22.32.32.32.42.01.80.70.60.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.10.10.10.10.00.00.00.00.00.00.00.00.10.20.41.22.43.02.00.90.30.10.10.51.92.42.72.41.70.40.41.72.43.02.51.70.50.10.1 0.1 0.10.10.1 0.1 0.10.10.10.1 0.1 0.10.10.10.10.10.10.10.10.10.10.12.81.40.50.20.10.1 2.7 1.5 0.5 0.2 0.1 0.1 0.30.30.40.30.30.30.50.50.50.50.50.40.40.30.30.90.80.70.70.70.60.60.60.50.50.40.31.11.00.90.80.80.80.70.60.60.50.50.41.41.31.21.01.00.90.80.70.60.60.50.41.41.31.21.11.00.90.80.70.60.60.50.41.51.41.21.10.90.80.70.70.60.60.50.41.71.31.21.11.00.80.70.60.60.60.50.41.51.11.11.21.10.80.60.60.50.50.40.31.00.70.70.90.90.70.50.40.40.40.30.20.30.40.40.30.30.30.20.20.30.30.40.40.30.30.20.20.20.10.10.10.10.10.0 0.30.30.30.30.30.30.30.30.30.20.20.20.20.20.30.30.40.30.30.30.50.50.50.50.50.40.40.30.90.80.70.70.70.60.60.60.50.50.41.11.00.90.80.80.80.70.60.60.50.50.41.41.31.21.01.00.90.80.70.60.60.50.41.41.31.21.11.00.90.80.70.60.60.50.41.51.41.21.10.90.80.70.70.60.60.50.41.71.31.21.11.00.80.70.60.60.60.50.41.51.11.11.21.10.80.60.60.50.50.40.31.00.70.70.90.90.70.50.40.40.40.30.20.30.40.40.30.30.30.20.20.30.30.30.30.30.30.20.20.20.10.10.10.10.10.0 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 INTERSECTION 1TRESPASS NINTERSECTION 2TRESPASS SINTERSECTION 2TRESPASS NCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinCROSSWALK 1IlluminanceFc1.642.70.44.10CROSSWALK 1 TRESPASS NIlluminanceFc0.090.10.0N.A.CROSSWALK 1 TRESPASS SIlluminanceFc0.060.10.0N.A.CROSSWALK 1 VERTAIlluminanceFc0.782.50.17.80CROSSWALK 1 VERTBIlluminanceFc1.543.30.115.40CROSSWALK 2IlluminanceFc2.603.41.51.73CROSSWALK 2 TRESPASS EIlluminanceFc0.100.10.11.00CROSSWALK 2 TRESPASS WIlluminanceFc0.100.10.11.00CROSSWALK 2 VERTAIlluminanceFc0.712.20.17.10CROSSWALK 2 VERTBIlluminanceFc0.702.30.17.00CROSSWALK 3IlluminanceFc1.712.40.62.85CROSSWALK 3 TRESPASS NIlluminanceFc0.050.10.0N.A.CROSSWALK 3 TRESPASS SIlluminanceFc0.070.10.0N.A.CROSSWALK 3 VERTAIlluminanceFc0.862.40.18.60CROSSWALK 3 VERTBIlluminanceFc1.073.00.110.70CROSSWALK 4IlluminanceFc1.733.00.44.33CROSSWALK 4 TRESPASS EIlluminanceFc0.100.10.11.00CROSSWALK 4 TRESPASS WIlluminanceFc0.100.10.11.00CROSSWALK 4 VERTAIlluminanceFc0.852.80.18.50CROSSWALK 4 VERTBIlluminanceFc0.852.70.18.50INTERSECTION 1IlluminanceFc0.701.70.23.50INTERSECTION 1 TRESPASS NIlluminanceFc0.210.40.0N.A.INTERSECTION 1 TRESPASS SIlluminanceFc0.260.30.21.30INTERSECTION 2IlluminanceFc1.041.80.52.08INTERSECTION 2 TRESPASS NIlluminanceFc0.250.30.0N.A.INTERSECTION 2 TRESPASS SIlluminanceFc0.260.30.21.301E005LIGHTING CACLCULATIONS ILLUMINANCE 1"=60'-0"NORTHREF.DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|URBAN + FARM MP - PHASE 1 OUTLAW PARTNERS, BIG SKY, MONTANA BOZEMAN, MONTANACONSTRUCTION05.31.20232023OUTLAW_UFMP06.29.17 11:09 PM | L:\OUTLAW_UFMP\BIMCAD\Elec\Phase 1\OUTLAW_UFMP_E005.dwgE005ILLUMINATIONLIGHTINGCALCULATIONSERICKSONRev 2 - 09.15.2022Rev 3 - 12.08.2022Rev 4 - 02.01.20235 - LTG FIXTURE SUB 12.15.236 - LTG FIXTURE SUB 03.25.20247 - INFRA-RESUBMITTAL - 07-26-2024GIESER2HAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER 67