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Home My WebLink AboutC-3-Civil-Details-010719 STEEL POST MARKER E PROPERTY T GREEN STEEL POST CITY'OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS LINE OR PAINTED BLU AT END OF SERVICE m. s 1/2'BOULEVARD LINE 5.4'(0.45') I. Standard sidewalk location shall be one foot from property lines and within the public G (TMPJr LINE OR FLOW-. UTTER PROPERTY right-of--way. Deviations from the standard location shall 11e within accordance with the City of STREET SURFACE 4 EASEMENT 24 Bozeman's Sidewalk Policy. :Vl sidewalks shall be five feet in width wlless otherwise specified 5'SIDEWALK GROUND SURFACE LINE 2„ B by the City Engineer. Construction of sidewalks,drive approaches,and curb and gutter shall be (TYP.) I v 1 5 1/(TVP.)ULEVARD TBC V \ 4' in accordance with Montana Public Works Standard Specifications and as specified herein. � 2.5• STREET SURFACE TOPSOIL" } FLAG 5'SIDEWALK GROUND SURFACE 4• ER /' / CURB BOX 1 (TYP,) (TMP) a"Rs" 2. All colxretc sid.�talks constructed across vehicular traffic lanes shall be a minimum of J— six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in 11.5 PROVIDE s STATIONARY \ " ° �tl�Ir thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. (TyP) I ROD IN ALL CURB BOXES _ .. ` 2 5• \ 1 '~ COMPACTED BACKFILL 6 1/2'MIN. (TMP 2, ') (SEE SPECS.) _ % u g` S. 1-" COVER - \// "e s' 3. 111 base worse for driveway approaches and sidewalks shall be 1 ruins"washed rock 11.5' B' 9 a"° (TYP.) (TYPICAL EXCEPT IN SPECIAL j/ " da<. 'Ihe base course shall be A minimum of three(3)inches thick under sidewalks and driveway SEE DETAIL 8' CIRCUMSTANCES WHERE CITY HAS : o"o 0 0 o aprons and six(6)inches thick under curb and gutter sections. APPROVED ALTERNATE LOCATIONS) O O O O O O O O O O O O 0 O O O (TMPICAL EXCEPT IN SPECIAL O O O O O O O O O O O O O O O TAR NTRAcroR BELOW CIRCUMSTANCES WHERE CITY HAS CRUSBASEHED3RMVNL 0000000000000000000000000000000 4. The grade ofthe Sidewalk istobe established bya uniform slope ofonc-quarter(14)inch co APPROVED ALTERNATE LOCATION) O O O O O O O O O O O O O O O o \` per foot rise from the top of the adjacent full-height curb. The unifom slope specified shall CURB STOP�� 2"X 2' SUB-BASE COURSE continue through the sidewalk section and to the curb to ensue drainage to the street. WOOD AS REQUIRED SERVICE LINE.SLOPE= 1/4" MARKER V'w\' w cos' "`¢ - WATER MAIN // 45• ELBOW PER FOOT MIN., 1/2"PER FOOT �/�\j\/\//\\\/\\\\/\\/\/\\/\�//\ \\/ \/\i 5• •lie maximum do V a throat Idlhs are as follows: residential access r fCCI: BASE MATERIAL) MAX' \\%\\/j\j /\\j�\\T/\ � � \ ��\\Y�\/� commercial access-35 feet:in duetlial access-40 feet. For shared approa ices for O COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM COMPACTED SUBGRADE condominium,townhouse,or duplex units,the maximum driveway throat width is 40 feet. n CORP.STOP TO CURB STOP FOR 3/a' AND 1"SERVICES. p e. 5' STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES SEWER MAINLi existing full-height curb and gutter section shall he removed and replaced as one complete DETAIL OF A SELECT MATERIAL BACKFILL AREA section with the construction of a new driveway approach. Annmved contractors may be PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) t 5" 3/4"INSTALLED ruffled SO Sa\YCUI ixlslm full-het curb SO provide drop-curbs eUfbS for approaches. :\-tote Inc. CORPORATIGN ��%�///��// // /////%�/%/�'%/� /��%//'/��%/ IN LINE WYE FITTfNG FOR PLUG �6 SLOPE g P P� / / /�/j//�j�� NEW INSTALLATIONS. I "PER 1' pER t'sLOCE t 2'PER t'SLOPE y Is an approved COIn:R'te cutting contractor. ��/�///�/�/3/4"DIA.MIN. SADDLE FITTINGS ALLOWED B .5�{ z.s•� _ SPR/NGL/NE //j/� / �/�/ j//j/� � /��/jai SERVICE PIPE FOR EUPON INSTALLATIONSAPPROVAL 6. Concrete(air-entrained)shall have a mmmum compre ive strength Of 4040 psi On a 2g- \\ CITY OF BOZEMAN SEWER day test,using 6 sacks Of cement per cubic Vard of concrete with a maximum water content Of 6 0 DEPARTMENT. DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB gallons per sack Of oament. 4 � NOTES: 7. Construction joints one(I)inch in depth shall be placed every five(5)feet.and TRENCH nOMj /\\\ 6"MIN. LOWERET INVE SPRING 2. Contraction rjoints shall base Sbecomo pea"tiooi 1sOhalintervals and Shal conform to tl section a2 a3 minimum deeth of 3/4" ed) expansion joints shall be placed even twenty-rye(25)feet in sidewalks. Expansion joint LINE OF SEWER MAIN and m width of 1/8. p material shall be one-half inch thick pre-IOmed bituminous treated fiberboard fllltr. GENERAL NOTES: FOR WE FITTINGS. 3. 1/2"expansion joint material Shall be placed at all P.C.s, P.T.s, curb returns and at not more Construction joints for curb and gutter shall he placed at ten(10)foot intervals and shall have a ERVICE UN.1 SHALL HAVE A MINIMUM 6 1/z FOOT COVER MEASURED FROM THE EXICTNO GROUND SURFACE,Ex than 300' intervals. The expansion material shall extend through the full depth of the curb minimum depth of 3;4"and minimum width of 1'S". Ilalf-inch expansion joint material shall be MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES PRE AID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES and gutter. 1/z FOOT 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his placed at all points of cltll'ahlre and tangency,curb rctums,and where new concrete abuts sH,LL SERNVVE VICE A AXES GHAL_BE INGTA__EU WHERE SHOM ON THE DRANINGS OR AG SPECIFIED.oT COVER A CURB srDP representative. existing concrete. The expansion material shall extend through the full depth of Ihe curb and 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of 3. BEDDING SHALL BE 1'DR.MAXIMUM WITHIN 6"OF SERVICE PIPE. gutter. Section 0 (M th SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock INsrAu cues sroP so THAT OPERATING KEr Is PM-TO STREET INOFF-PosnloN. may be usedsed for the gravel base. *ALL 6"SIDEWALK TO HAVE 1.5LBS/CY FIBER MESH S, A representativ'e from the City E ngine'ci•'s Office must inspect all forms and base CITY OF BOZEMAN SCALE: WATER SERVICE LINE CITY OF BOZEMAN SCALE: SANITARY SEWER CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 coulsebeforeconcreteIspouredinthepubliciight-of-w'ay. Phone n2-22801oschedule N0. 02660-6 N0. 02730-2 STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE CURB & GUTTER Revised inspections a minimum of4 hours to pouring. Mar. 2006 1/4"BELOW TOP OF NEW PAVEMENT SURFACE HEAVY DUN MONUMENT BOX,SIMILAR TO CARD ENG.No.50608-1 MAINTAIN PROPER STREET PAVING&GRAVEL AS REQUIRED INTEGRAL CURB S DEYARDSETBACK PER SEAL JOINT WITH RAM-NEK AND GUTTER ZONING REGULATIONS 5'TRANSITION SECTION FROM 19"-35" 30 -36 - 4 6'x 3'ROUND CONCRETE SLAB i �� V S!i X!i P<i ..°" \ T ! I - 1 , EXISTING CURB TO DROP CURB:T •SLIP HUBTO >�. � .l�d> d> .fbt/) �� d>r $4S� d>i FROST THREADED ADAPTOR !? -� SLEEVE THREADED THREADED PLUG \y�\ \/ \�\ \�/� BOLT TO 4" �./ /./ �P ANT MIX ASPHALT SURFACING EXPANSION JOINTS COMPLETELY CONCRETE 3"MIN DEPTH @ 93%MD AROUND SIDEWALK SECTION MAX.THROAT mores CRUSHED GRAVEL BASE COURSE 35'COMMERCIAL , ° °4 40•INDUSTRIAL _ 6"MIN DEPTH @ 95%MDD CURB&APRON POURED MONourwc CLEANOUT PIPE,8"PVC �BACNFIII INK 6"MINUS SUB-BASE COURSE UNLESS OTHERWISE APPROVED 18"DEPTH @95%MDD INVERTED "U" BIKE RACK DETAIL ON GEOTEX 315ST FABRIC'a.as *IF SUBGRADE IS SOFT AND UNSTABLE, CONTRACTION JOINT - COMPACTED INSTALL LAYER OF MIRAFI RS3801 3'-0'MIN, 1/B!BEING NATIVE SUBGRADE GEOSYNTHETIC AS DIRECTED BY THE EXPANSION JOINTS AT cua6 RETURNS END OF ENGINEER/GEOTECH. 1' *SIGN CAN BE TRENCH PARKING LOT TYPICAL SECTION = MOUNTED ON WALL BACK OF CURB SIDEWALK CONTRACTION JOINTS SPACED AT 5'INTERVALS-MIN. FLOW LINE OF BUILDING AT DEPTH 1". EXPANSION JOINTS SAME HEIGHT TO BE PLACED AT 25' EDGE OF GUTTER INTERVALS. VARIABLE Accsssa CONTRACTION JOINTS TO BE SPACED (55 TYP) o�, AT 10 INTERVALS IN CURB&GUTTER 7F e a"PVC VARIES,4'MIN+ PERMIT REQUIRED 1.0' EXPANSION JOINT MATERIAL SHALL BE 1/2 THICK PRE FORMED BITUMINOUS TREATED FIBERBOARD FILLER $100 FINE ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. 1:12 MAX • LANDING 1:12 MAX 2%SLOPE VARIES GRADE ESTABLISHED SIDEWALK WAL RISE PER FOOT FROM TOP OF ADJACENT FULLHEIGHT CURB 2%MAX$LOPE � R MATCH EXISTING SIDEWALK GRADE 2"SQUARE END OF LINE USE PLUG OR ROUND IF REQUIRED USE PLUG SIDEWALK DRIVEWAY APRON r -s'TYP ss'nv. STEEL POST (VARIES) 4 PER FOOT SLOPE STREET SURFACE SIGN POST 4.5' FOUNDATION PER CITY MPW TAPER CURB TAPER CURB 3"WASHED ROCK MOD DETAIL TO MATCH DROP CURB TO MATCH N.6"THICK CURB&GUTTER 09810-1 SIDEWALK FOR PED SIDEWALK M-a000 CONCRETE APRON AND ALL s"SIDEWALKTO RAMPS "OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH HAVE 15LBS/CY FIBER MESH OR 6X6X10 GAUGE WIRE MESH CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 WHEELCHAIR ACCESSIBLE RAMP CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12 STANDARD DRAWING NONE CLEANOUT DEC. 2003 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 HANDICAP PARKING SIGN DETAIL VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY TSCHACHE APARTMENTS 1086.011 CHK'D.BY: REDUCED.LINE BELOW 1 UPDATED WHEELCHAIR RAMP DETAIL 01-07-19 JRM 2420-2440 TSCHACHE LANE SHEET NUMBER MEASURES ONE INCH ON En meen APPR.BY: ORIGINAL DRAWING. ��suu a 204 N.11th Ave. BOZEMAN MT Design Bozeman, )5 1-331 DATE:10/23/2018 DRAWING NUMBER NESIS NGINEERING, INC Plannln Phone:(406)581-3319 BC.A.REVIEW DETAILS C-3 MODIFY SCALE ACCORDINGLY 9 HAI086\011WCAMSHEETS\C-3-DETAILS.dwg Plotted by Christopher wasia on 2/12/20197:57 AM `jfuOcaunlisur o a New Switdardiffrolunitimest COPYRIGHT 0 GENESIS ENGINEERING,INC.2019 DATE: