HomeMy WebLinkAbout812_818 W Babcock Record DrawingsEXISTING14' ALLEYR.O.W.35'EXISTING36'PROPOSED5'5'5'5'33'36'37'5'5'14.2'
14.1'
16'HEC May 06, 2025 - 10:34amCAD FILE: M:\213611\Drawings\AS-BUILTS\SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYSte 1010'30'60'90'C1.0AS NOTEDGENERAL CIVIL PLANMALWEST BABCOCK STREETS. 9TH AVENUEALLEYS. 8TH AVENUEEXITING STREETLIGHT1.LOCATION OF UNDERGROUND UTILITIES SHOWN IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FORFIELD VERIFICATION OF EXACT LOCATION, DEPTH AND TYPE OF UTILITIES AND IS RESPONSIBLE FOR ANYAND ALL DAMAGES RESULTING FROM THE FAILURE TO EXACTLY LOCATE AND PROTECT ALLUNDERGROUND UTILITIES.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACT DOCUMENTS ANDSPECIFICATIONS, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (6TH EDITION), CITY OF BOZEMANMODIFICATIONS TO MPWSS & CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS.3.THE BENCHMARK DATUM USED FOR THIS PROJECT WILL BE TRANSLATED/ADJUSTED TO CITY OF BOZEMAN.4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONSAND INFORMATION SHOWN ON PLANS.5.THE CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TOSTART OF CONSTRUCTION FOR THE APPROPRIATE UTILITY.6.CONTRACTOR SHALL VERIFY WITH ENGINEER ALL EXCAVATION PROCEDURES INCLUDING STORAGE OF TOPSOIL, DISTRIBUTION OF EXCESS SOIL, ROUGH GRADE, FINISH GRADE, ETC.7.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAY FROM BUILDINGS AND/OR STORAGEFACILITIES ON ALL SIDES AND PROTECT MATERIAL STOCKPILES FROM EROSION.8.UNLESS NOTED OTHERWISE, BACKFILLING SHALL BE DONE IN 8" LIFTS OR LESS ACCORDING TO THESPECIFIED COMPACTION STANDARDS. FILL AND BACKFILL SHALL BE COMPACTED AT OPTIMUM MOISTURECONTENT.9.ALL MATERIALS USED FOR PIPE BEDDING SHALL CONSIST OF CLEAN, GRANULAR MATERIALS, AND SHALLCONFORM TO THE REQUIREMENTS LISTED FOR BEDDING MATERIAL IN THE SPECIFIED STANDARDS.10.UNLESS NOTED OTHERWISE, BACKFILL SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION IN AREASUNDER STRUCTURES, UTILITIES, ROADWAYS, PARKING AREAS AND CONCRETE FLATWORK, AND TO 90%RELATIVE COMPACTION IN UNDEVELOPED AREAS. RELATIVE COMPACTION SHALL BE IN ACCORDANCEWITH ASTM D698 COMPACTION TEST METHOD.11.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALS FOR ALL COMPONENTS BEFOREINSTALLING AND CONSTRUCTING THE IMPROVEMENTS AND PRIOR TO ORDERING THE MATERIALS. THEENGINEER SHALL HAVE FIVE (5) WORKING DAYS TO REVIEW THE SUBMITTALS.12.CONTRACTOR SHOULD TAKE NOTE: CONSTRUCTION DE-WATERING MAY BE NECESSARY BUT UNLIKELY.13.THE ENGINEER IS RESPONSIBLE FOR STAKING AS OUTLINED IN THE GENERAL REQUIREMENTS.14.TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATION SHALL BE ON OWNED PROPERTY IN THEVICINITY OF THE PROJECT SITE.GENERAL CONSTRUCTION NOTESMASTER LINE & SYMBOL LEGENDEXISTING SANITARY SEWER MANHOLECIRCULAR STORM STRUCTURERECTANGULAR STORM STRUCTUREGATE VALVESEWER CLEANOUTSTORM CHAMBERPROPERTY LINEPROPOSED STORM PIPEPROPOSED CURBPROPOSED 4" WATER SERVICEPROPOSED SEWER SEVICEPROPOSED 4" FIRE SERVICEPROPOSED BURIED GASPROPOSED BURIED POWERPROPOSED BURIED FIBER OPTICEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING FIBER OPTIC LINEEXISTING WATER MAIN WITH DIAMETEREXISTING SANITARY SEWER MAIN WITH DIAMETEREXISTING STORM PIPEEXISTING STORM MANHOLEEXISTING STORM INLETPOWER POLECONSTRUCTION TRAFFIC ROUTESTGASOHPFOWATSEWSGASUGPFOST
GARAGE APPROACHPER DETAIL 13/C4.1BY: DATE:RECORD DRAWINGS01-03-2025
6''W6''W6''W6''W6''W6''WGASUGPFOFO9' TYP.20' TYP.16'46'20'STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGASGASGASGASOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WWAT WAT
WAT WAT WATSTSTSTSTSTSS
SSEW
SEW
SEW
SEW
SEW
SEW
SEW SEW
SEW SEW SEW SEW SEW 6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S4''W4''WSEWSEWSEWSEWSEWWATWATGASGASGASGASGASGAS18''S14.5'12.0'
12.4'6.0'3'3'3'3'10'10.0'0'10'20'30'C2.0AS NOTEDUTILITY PLANMALHEC May 06, 2025 - 10:34amCAD FILE: M:\213611\Drawings\AS-BUILTS\SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYSte 1016" DIA. DI CLASS 51FIRE SERVICE W/TAPPING TEE & VALVE4" DIA. DI CLASS 51DOMESTIC WATERSERVICE6" SDR 26 SEWER SERVICEPER DETAIL 1/C4.0MAIN INV. = 4808.33NEW CURB AND GUTTERPER DETAIL 10/C4.1SIGHT VISIONTRIANGLEALLEY SIGHTVISION TRIANGLE48" DIA PERFORATEDCMP PER CONTECHDETAIL D1-4EXISTING WATER SERVICES TOBE ABANDONED AT THE MAINAND CURB BOXES TO BEREMOVED PER CITY STANDARDSEXISTING SEWER SERVICES TOBE ABANDONED AT THE MAINEXISTING STORM DRAININLET TO BE RELOCATEDCONCRETEUTILITY PADPAVED ALLEY PERDETAIL 9/C4.1NEW 4" CONCRETESIDEWALK PER DETAIL13/C4.1REMOVE EXISTING CURB.REMOVE ANDREPLACE CURBBACKFILL TRENCHWITH FLOWABLE FILLPER CITY DESIGNSTANDARDSBACKFILL TRENCHWITH FLOWABLE FILLSEE PLUMBING DRAWINGSFOR PIPE ROUTING (TYP.)WEST BABCOCK STREETS. 9TH AVE.EXISTING 12" RCPTO BE REALIGNEDPEDESTRIAN RAMPPER DETAIL 8/C4.1CONNECT TO EXISTING WITH4"X4" TAPPING TEEESTIMATED MAIN INV. = 4812.011.FIRE LINE APPROVAL THROUGH SEPARATEAPPLICATION TO CITY OF BOZEMANENGINEERING.2.ALL EXCAVATION IN WEST BABCOCK STREET ISTO BE BACKFILLED WITH FLOWABLE FILL PERMPWSS.3.ALL EXISTING SEWER AND WATER SERVICESARE TO BE CAPPED AND ABANDONED AT THEMAIN.4.PRIVATE STORMWATER INFRASTRUCTURESHOWN IN BLUE, CITY SHOWN IN PURPLE.GENERAL NOTESSUMP PUMP PERELEVATORMANUFACTURER8" SDR 35 STORM PIPEFROM ROOF DRAINS.INSTALL SEWER CLEANOUT PER DETAIL 5/C4.0INV= 4808.83INSTALL CLEAN OUT PERDETAIL 5/C4.0TRENCH DRAINPER DETAIL16/C4.1 & 18/C4.2STRUCTURAL COLUMN(TYP.) PER ARCH.CAR ELEVATORCAR ELEVATORPROTECT EXISTINGSIGN AND LIGHT POLEREMOVE SOUTH HALF OF WEST BABCOCKSTREET ASPHALT. REPLACE TO MATCHEXISTING. APPROXIMATELY 2,730 SF.TRENCH DRAIN PERDETAIL 16 & 17/C4.11ASI 08 06.19.2024EXISTINGPOWER POLEEXISTING POWERPOLE ARMOVERHEADPOWER LINE16" DIA. DI CLASS 51FIRE LEAD LINE W/TAPPING TEE & VALVE1BY: DATE:RECORD DRAWINGS01-03-2025XXXXXXXXX5.5'AS-BUILT 6" SDR 26 SEWER SERVICEL = 25.2' S = 2.00%AS-BUILT SEWER CLEANOUTADDITIONAL WATERSERVICE ABANDONEDREPLACED RCP WITH 15"SDR 35 STORM MAINNEW STORM DRAIN INLETINSTALLEDSEWER SERVICE INV ELEV. = 4808.88
4790480048104820483047904800481048204830-0+250+004818.04812.544818.04810.480+504818.5
1+004790480048104820483047904800481048204830-0+250+004818.0
4812.60
4818.0
4810.490+500+75STA.0+19.01 (0.05)INSTALL 6"Ø X 6"Ø TAPPING TEEW/ GATE VALVE, MJ RESTRAINTS & VBINV. ELEV.= 4812.54
STA.0+19.04 (0.20)
INSTALL 6"Ø X 6"Ø TAPPING TEE
W/ GATE VALVE, MJ RESTRAINTS & VB
INV. ELEV.= 4812.60 INSTALL 54' OF 6" DIA. CLASS 51D.I.P. FIRE SERVICETRENCH EX PER SPEC. SEC. 02221TYPE '1' BEDDING, FLOWABLE FILLBACKFILLINSTALL 32' OF 6" DIA. CLASS 51D.I.P. FIRE LEAD LINETRENCH EX PER SPEC. SEC. 02221TYPE '1' BEDDING, FLOWABLE FILLBACKFILLSTA. 0+29.778"Ø SDR 35 PVC PIPEINV. ELEV.= 4809.11STA. 0+43.1818"Ø RCP PIPEINV. ELEV.= 4812.74STA. 0+40.36 (0.04')INSTALL 6" Ø 45° VERT BENDW/ MJ RESTRAINTSINV ELEV. = 4810.48'STA. 0+38.28 (0.04')INSTALL 6" Ø 45° VERT BENDW/ MJ RESTRAINTSINV ELEV. = 4812.57'
STA. 0+73.16 (0.04')
INSTALL 90° VERT. BEND, TB
& FIRE RISER SPOOL
INV ELEV. = 4810.48'
STA. 0+38.29 (0.07')
INSTALL 6"Ø 45° VERT BEND
W/ MJ RESTRAINTS
INV ELEV. = 4812.61'
STA. 0+40.41 (0.06')
INSTALL 6"Ø 45° VERT BEND
W/ MJ RESTRAINTS
INV ELEV. = 4810.49'
STA. 0+50.80 (-0.01')
INSTALL FIRE HYDRANT ASSEMBLY
INV ELEV. = 4810.49'STA. 0+29.788"Ø SDR 35 PVC PIPEINV. ELEV.= 4809.18STA. 0+43.1918"Ø RCP PIPEINV. ELEV.= 4812.807.5'FIRE HYDRANT18" MIN.STA: 0+67.666" 45° BENDW/ MJ RESTRAINTSINV. ELEV: 4813.09STA: 0+63.666" 45° BENDW/ MJ RESTRAINTSINV. ELEV: 4810.476''W6''W6''W6''W6''W6''WUGPFOFOSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP6''W 6''W 6''W 6''W 6''W 6''W 6''WWATWATSTSTSTSTS
S6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W18''S 18''S 18''S 18''S 18''S 18''S4''WSEW SEW WAT18''S18''S18''S18''S65'FG 4818.080'10'20'30'SCALE1" = 10' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'FIRELINE PLAN AND PROFILESTA. -0+25 TO STA. 1+00HEC May 06, 2025 - 10:34amCAD FILE: M:\213611\Drawings\AS-BUILTS\SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYSte 101C2.1AS NOTEDFIRELINE PLAN &PROFILEBCMFIRE RISER ROOMPER ARCH.WEST BABCOCK STREET
ALLEY 1.SYSTEM CLASSIFICATION IS A TYPE III.2.PER NFPA 24, A 6" LINE IS REQUIRED TO FLUSH 880 GPM, THEREFORE A 2.5" ORIFICE IS MINIMUM TO PRODUCE THE REQUIRED FLOW.3.COB WATER DEPARTMENT WILL OPERATE ALL VALVES AND 24 HOUR MINIMUM NOTICE IS REQUIRED TO THE CITY.4.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.5.SEE DETAIL 02660-1 & 02660-13 OF THE COB MODIFICATION TO MPWSS FOR THE FIRE LINE INSTALLATION.6.ENCASE ALL DUCTILE IRON PIPE AND FITTINGS IN V-BIO ENHANCED POLYETHYLENE PER COB MODS TO MPWSS SECTION 02660.3.3.GENERAL NOTES THIS SHEET1INSTALL 15' LF OF 2" INSULATIONINSTALL 15' LF OF 2" INSULATIONFIRE HYDRANT PLAN AND PROFILESTA. -0+25 TO STA. 0+756" DIA. DI CLASS 51FIRE SERVICE W/TAPPING TEE & VALVE6" DIA. DI CLASS 51FIRE LEAD LINE W/TAPPING TEE & VALVE1ASI 08 06.25.202411BY: DATE:RECORD DRAWINGS01-03-2025INSTALL 8' LF OF 2" INSULATIONTHE DATUM USED FOR THIS PROJECT IS NAD 83
6''W6''W6''W6''W6''W6''WSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WSTSTSTSTSTSSS6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S4''W4''WSEWSEWSEWSEWSEW18''S
4818.504818.7548194819.254819.504819.754820
65'48
2
0
.
4
248
2
0
.
0
0 -1.10%-2.10%-1.54%
-2.8
5
%
-4.57%
-4.48%FG 4819.84FG
48
2
0
.
7
1
4820 4819
4
8
1
8FG 4818.08
0'10'20'30'C3.0AS NOTEDSTORM PLANMALHEC May 06, 2025 - 10:35amCAD FILE: M:\213611\Drawings\AS-BUILTS\SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYSte 101WEST BABCOCK STREETS. 9TH AVE.REMOVE AND REPLACEEXISTING STORM DRAINRIM ELEV. = 4816.27REMOVE AND REPLACEEXISTING 12" RCP48" DIA. PERFORATED CMPRETENTION CHAMBER.INV. ELEV. = 4811.70(1,580 CF TOTAL STORAGE)SEE CONTECH DETAILS FORDESIGN SPECSCMP RISER W/SLOTTED DRAINRIM ELEV.= 4819.25EXISTING 18" RCPSTORM SEWER1.GROUND CONTOURS = 0.5'GENERAL NOTESSUMP PUMP PERELEVATORMANUFACTURERCONNECT TO ROOF DRAININV= 4815.50RIM ELEV. = 4818.2086 LF OF TRENCH DRAIN(SEE PLUMBING DRAWINGSFOR PIPE ROUTING)EXISTING STORMMANHOLECMP RISER W/SLOTTED DRAINRIM ELEV.= 4819.20RIM ELEV. = 4818.3086 LF OF TRENCH DRAINSEE PLUMBINGDRAWINGS FORPIPE ROUTING, TYP.1ASI 08 06.25.20241BY: DATE:RECORD DRAWINGS01-03-2025
6''W6''W6''W6''W6''W6''WSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S 10''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WSTSTSTSTSTSSS6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S18''S4''W4''WSEWSEW18''S4816.63
4817.984821.004
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0'10'20'30'C3.1AS NOTEDGRADING &DRAINAGE PLANMALHEC May 06, 2025 - 10:35amCAD FILE: M:\213611\Drawings\AS-BUILTS\SITE PLAN.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYSte 101WEST BABCOCK STREETNEW SIDEWALK TO MATCHEXISTING AT TIE-IN LOCATIONNEW SIDEWALK/ALLEY TOMATCH EXISTING ATTIE-IN LOCATIONNEW ALLEY TO MATCHEXISTING GRAVEL ALLEYAT TIE-IN LOCATION1.GROUND CONTOURS = 0.5'GENERAL NOTESADA CERTIFICATIONI CERTIFY, TO THE BEST OF MY PROFESSIONAL JUDGEMENT,THAT THE PLANS OF THIS FACILITY (BUILDING & SITE)CONFORMS TO THE AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITY.BY: DATE:S. 9TH AVE.TAPER GRAVEL TOMATCH EXISTINGALLEY WIDTHGRADE BREAKEXISTING ALLEYSLOPEGRADE BREAKGRADE BREAKREMOVE EXISTINGCONCRETE DRIVEWAYAPPROACH AND REPLACETRANSITION CURB FROM FULLHEIGHT CURB TO DROP CURB FORDRIVEWAY. SEE DETAILS 11&15/C4.1END NEW CURB. MATCHEXISTING TBC AND FLOWLINE1ASI 08 06.25.20241BY: DATE:RECORD DRAWINGS01-03-2025
SCALE: N.T.S.4CORPORATION STOPCORPORATION STOPSERVICE SADDLESELECT MATERIAL BACKFILL AREA(SEE SPECIFICATIONS ON BACKFILLFOR APPURTENANCES)TRENCH BOTTOMWATER SERVICE PIPE1234SCALE: N.T.S.8PEDESTRIAN RAMP (COB 02529-8)SCALE: N.T.S.2WATER SERVICE LINE (COB DETAIL 02660-6)SCALE: N.T.S.1SANITARY SEWER SERVICE LINE (COB DETAIL 02730-2)NOTES:1.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.2.TYPE 1 PIPE BEDDING SHALL BE GRAVEL, GRAVEL-SAND, OR SAND. THEMATERIAL SHALL BE WELL GRADED AND SHALL CONFORM TO THE SOIL TYPEGW (GRAVEL, WELL GRADED) OR SW (SAND, WELL GRADED) OF THE UNIFIEDSOIL CLASSIFICATION SYSTEM (USCS). THE MAXIMUM SIZE GRAVEL SHALL BE34 IN. TYPE 1 BEDDING CONSISTS OF MIN 4", OR 18 THE OUTSIDE DIAMETER OFTHE PIPE, WHICHEVER IS GREATER, UNDER THE PIPE AND A MIN. OF 6"ABOVE THE PIPE. PLACE IN MAX. LIFTS OF 6" USING HAND OR OTHERCOMPACTION METHODS W/O DAMAGING OR DISTURBING THE PIPE.THOROUGHLY COMPACT EACH LAYER.3.TYPE "B" BACKFILL - PLACE BACKFILL IN MAXIMUM 8" LIFTS WITHIN 3%OPTIMUM MOISTER CONTENT, AND COMPACT TO AT LEAST 90% OF MAXIMUMDENSITY AS DETERMINED BY AZE ASHTO T99 OR BY ASTM D698.4.TYPE 'A' BACKFILL: PLACE TRENCH BACKFILL IN MAX. 8" COMPACTED LIFTSW/IN 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95%OF MAX. DRY DENSITY DETERMINED BY AASHTO T99 OR BY ASTM D698.5.SLOPING, BENCHING OR SUPPORT SYSTEMS SHALL CONFORM WITH O.S.H.A.CONSTRUCTION STANDARDS FOR EXCAVATIONS.INSTALLDETECTABLEWARNING TAPE (SEWER &WATER)TRENCH WIDTH = O.D. + 2'MINIMUM WIDTH = 3'MINIMUM
BURY
DEPTH
6"
4"TYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ORUNSTABLE FOUNDATIONTYPE 1 PIPE BEDDING PLACED IN 6" MAX.LAYERS AND COMPACTED THOROUGHLYSELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS AND COMPACTEDTHOROUGHLYMOUND TRENCH W/ 6"NATIVE TOPSOIL ORSUBGRADE PREP. AS REQ'DTYPE 'A' OR 'B' TRENCHBACKFILL AS PER PLANSSCALE: N.T.S.6UTILITY TRENCHSCALE: N.T.S.3WATER SERVICE LINE FROM CURB STOP (COB DETAIL 2660-15)FINISHED GROUND45°NOTES:1.CLEANOUT DIAMETER SHALL BE SAME DIAMETER OF SEWER MAIN ORSERVICE LINE.2.PLUG END OF LINE CLEANOUT IF SERVICE IS NOT CONNECTED DURINGCONSTRUCTION.3.CLEANOUT TO BE 3" BELOW FINISHED GRADE, UNLESS NEXT TO BUILDINGLEAVE CAP JUST ABOVE FINISHED GRADE.TRAFFIC RATED CASTIRON RING AND COVERWHEN LOCATED INTRAFFIC AREA6"x2" ROUND CONCRETESLAB WHEN LOCATED INROADWAYCLEANOUT PIPE. SEESEWER SCHEDULE FORSIZINGWYE. SEE SEWERSCHEDULE FORSIZINGSCALE: N.T.S.5CLEAN OUTPLAN VIEWMADE IN THE U.S.A.
9"
SUMP
6" BASEGRADE
RINGS AS
NEEDEDPLAN VIEWSECTION VIEW24"Ø OPENINGCAST IRON 4" OR 7"FRAME AND COVERDIAMETER VARIESRIM ELEV.SCALE: N.T.S.7TYPICAL STORM DRAINC4.0AS NOTEDCIVIL DETAILSMALHEC May 06, 2025 - 10:35amCAD FILE: M:\213611\Drawings\AS-BUILTS\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE Ste 101BY: DATE:RECORD DRAWINGS01-03-2025
6" OF 34" MINUSWASHED ROCK4" OF M-4000 CONCRETESCALE: N.T.S.13SIDEWALK2"9"2'34" per 1' SLOPE3"15"TOP OFCURBASPHALT MATCH EXISTINGDEPRESS CURB TO THIS LINE FOR CURBDROP. THE TRANSITION LENGTH BETWEEN ANORMAL CURB SECTION AND A DROP CURBSECTION SHALL BE 3' MIN.12'SCALE: N.T.S.10CURB3" of ASPHALT-2%-2%6" of 1.5" MINUSEXISTING SUBGRADEOR EXCESS 6" MINUSPITRUNSCALE: N.T.S.9ALLEYSCALE: N.T.S.16CONCRETE SURFACECONCRETE BASE COARSESECTIONEXISTING SOIL4"4"14"NOTES:1. CONCRETE TO BE 4000 PSI MINIMUM, WITH 3-5% AIR ENTRAINMENT AND A 3-4" SLUMP2. DO NOT SCALE DRAWING.DURA SLOPE TRENCH DRAIN SYSTEM CONCRETETRENCH DRAIN SYSTEM6" TO 12"#4 REBAR4" MIN.DURASLPOE CLASS "A" OR "B" GRATE6" OF 34" MINUSWASHED ROCK6" OF M-4000 CONCRETESCALE: N.T.S.12GARAGE APPROACHNOTES:1.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TOSTANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGNFEATURES.2.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.WHEN INSULATION IS REQUIREDTO BE STACKED, OVERLAP 1/4OF THE TOTAL LENGTH OF EACHPIECE OF INSULATION1/4 LLHIGH DENSITY RIGID FOAMINSULATION1" = 1' BURY DEPTH, 4' WIDESHEETS6" OUTLETNDS DURASLOPECATCH BASINDS-340NDS DURA SLOPETRENCH DRAINSECTION 114NDS DURA SLOPETRENCH DRAINSECTION 113TOP OF CONCRETENOTES:1. TRENCH DRAIN TO BE USED IS NDS DURA SLOPE OR EQUIVALENT EQUAL.2. NDS DURA SLOPE PRODUCTS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS4'4'2'NDS DURA SLOPETRENCH DRAINSECTION 112NDS DURA SLOPETRENCH DRAINSECTION 1114'4'NDS DURA SLOPETRENCH DRAINSECTION 114NDS DURA SLOPETRENCH DRAINSECTION 113NDS DURA SLOPETRENCH DRAINSECTION 1124'4'4'13.5"
13.5"
12.4"
12.4"SCALE: N.T.S.17TRENCH DRAIN SYSTEM6"9.5"24"9"3"ASPHALT3/4" PER 1' SLOPE6"1.5"SCALE: N.T.S.RESIDENTIAL DRIVEWAY (COB DETAIL 02529-11)15SCALE: N.T.S.11SCALE: N.T.S.14BURIED INSULATIONDROP CURBC4.1AS NOTEDCIVIL DETAILS(CONT.)MALHEC May 06, 2025 - 10:35amCAD FILE: M:\213611\Drawings\AS-BUILTS\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE Ste 101BY: DATE:RECORD DRAWINGS01-03-2025
SCALE: N.T.S.186" OUTLETNDS DURASLOPECATCH BASINDS-340NDS DURA SLOPETRENCH DRAINSECTION 114NDS DURA SLOPETRENCH DRAINSECTION 113TOP OF CONCRETENOTES:1. TRENCH DRAIN TO BE USED IS NDS DURA SLOPE OR EQUIVALENT EQUAL.2. NDS DURA SLOPE PRODUCTS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS4'4'2'TRENCH DRAIN SECTIONNDS DURA SLOPETRENCH DRAINSECTION 112NDS DURA SLOPETRENCH DRAINSECTION 111NDS DURA SLOPETRENCH DRAINSECTION 110NDS DURA SLOPETRENCH DRAINSECTION 109NDS DURA SLOPETRENCH DRAINSECTION 1084'4'4'4'4'NDS DURA SLOPETRENCH DRAINSECTION 114NDS DURA SLOPETRENCH DRAINSECTION 113NDS DURA SLOPETRENCH DRAINSECTION 112NDS DURA SLOPETRENCH DRAINSECTION 111NDS DURA SLOPETRENCH DRAINSECTION 110NDS DURA SLOPETRENCH DRAINSECTION 109NDS DURA SLOPETRENCH DRAINSECTION 1084'4'4'4'4'4'4'58'13.5"
13.5"
11.5"
11.5"SCALE: N.T.S.19FIRE SERVICE RISERSCALE: N.T.S.20FIRE HYDRANTFIRE HYDRANTPUMPER NOZZLE TOFACE ROADWAY UNLESSDIRECTED OTHERWISELOCATION FOR GATEVALVE W/ VALVE BOXELEV. ASSHOWN ONPLANS OR0.2' ABOVETBC OREG/FGCONC.THRUSTBLOCK MIN.2 SQ FTBEARINGSURFACEMIN. 0.5 CUBICYARD WASHEDGRAVELCONC, THRUSTBLOCKAWWA TEE ORTAPPING SLEEVEON WATER MAINNOTES:1.THRUST BLOCKING TO BE IN CONFORMANCE WITH WATER MAIN FITTINGSTHRUST BLOCKING FOR BOLTED FITTINGS, BLOCKING SHALL BE OBSTRUCTBOLTS HYDRANT WEEP HOLES TO REMAIN UNOBSTRUCTED PROTECTIVEBARRIER POSTS MAY BE REQUIRED FOR SOME INSTALLATIONS. INSTALLPLUMB W/ MIN. 4'-0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.)WATERMAINUNDISTURBED EARTHFIRE HYDRANTLEAD PIPEMIN. COVERASSPECIFIEDC4.2AS NOTEDCIVIL DETAIL (CONT.)MALHEC May 06, 2025 - 10:35amCAD FILE: M:\213611\Drawings\AS-BUILTS\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE Ste 101BY: DATE:RECORD DRAWINGS01-03-2025
SCALE: N.T.S.19WATER SERVICE LINESCALE: N.T.S.19TYPICAL RISER CONFIGURATIONBY: DATE:RECORD DRAWINGS01-03-2025C4.3AS NOTEDCIVIL DETAILS(CONT.)MALHEC May 06, 2025 - 10:35amCAD FILE: M:\213611\Drawings\AS-BUILTS\1 - Civil Details.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018812/818 BOZEMAN, MT01-03-2025213611AS-BUILT DRAWING SET - 22x34 ORIGINALS WEST BABCOCKSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE Ste 101