The URL can be used to link to this page

Home My WebLink About021 SHEET-C-5-DETAILS STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR r1// GREEN STEEL POST R / EASEMENT AT END OF SERVICE uRB STOP nxD BOx / woo TO CURB STOP LINE 1 5 1/2'BOULEVARD (TMP') PROPERTY 4' LINE E STREET SURFACE GROUND SURFACE EASEMENT 5'SIDEWALK v 1, LINE 5 1/2'BOULEVARD CURB TO CURB PILTO��T (TYPO 4' WIDTH VARIES I::: SEE DETAILS k B BELOW \ 1' .f 2\5 STREET SURFACE I/ FACE OF CURB rn 15'R(ttP) TER ewlN as Mlry CURB BOX 5'SIDEWALK GROUND SURFACE FACE OF GUTTER fwA (IYP.) �// EXPANSION JOINT t\\\ II �11.5' PROVIDE 5'STATIONARY CONTROL JOINT A \\� (TYP) ROD IN ALL CURB BOXES 2 5 / \\ BACK OF CURB 6 1/2'MIN. 1 COMPACTED BACKFILL i� FLOWLINE COVER (�') (SEE SPECS.) --_ - 10'-12'UTILITY EASEMENT ---- R S 08 E L.E sT (TYP.) (TYPICAL EXCEPT IN SPECIAL WITH CURB RETURN A w(SEE c.o.6.0 STANDARD B�-WATER UWE� SEE DETAIL B• CIRCUMSTANCES WHERE CITY HAS FILLET AS ONE PIECE 5^ DRAmNc 2660-6) ER(SEry APPROVED ALTERNATE LOCATIONS) AFPucnnoN a PLUMBING PERMrt REDUIRED) BELOW (TYPICAL EXCEPT IN SPECIAL IF EXISTING CURB CIRCUMSTANCES WHERE CITY HAS DOWEL WITH 5#4 X 3fi" JOINTS WILL BE REQUIRED RETURN,GRIND CUTTER A B GO as R APPROVED ALTERNATE LOCATION) SMOOTH REBAR EVENLY APPROX.EVERY 10 FEET TO FORM OUTLET SPACED ON V CENTERS CHANNEL WHEN THIS \ WITH 3 1/2"OF COVER. IS THE HIGH SIDE NOTE.METER sicD GAME AS INCOMING uNE-No ExcEPnoxs. CURB STOP�_ ONE ONE ENO OF BARS PLAN VIEW 2'X 2" WOOD FOUIDMoNE AS ) rviory ASSEMBLr ,'MN./z Mix SERVICE LINE.SLOPE=1/4" MARKER WATER MAIN 45• ELBOW r //ANG1E STOP � PER FOOT MIN.,1/2"PER FOOT SERVICE uNE� MTo COMESTIC z /MAR B (DgEau RED) NO COUPLINGS OR OTHER JOINTS lyLQWED ON SERVICE PIPE FROM BASE MATERIAL Mom' �`L�IIIDII� ,IIIFIIII�II CORP.STOP TO CURB STOP FOR U AND 1"SERVICES. �L! REF \ oncss STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 2"AND 2"SERVICES SEWER MAIN SHUTOFFDETA/L or A SELECT MATERIAL BACKFILL AREA SHUTOFF PROPERLY CORPORATION STOP INSTALLED (SEE SPECIFICATIONS) \\\\ mRN. CORPORATION // / / / /� IN LINE WYE FITTING FOR�LILEG STOP `PLUG VARIABLE *METER SAME SIZE AS INCOMING LINE- PERCEPTIONS,METER MUST TAP MAIN AT // / / / / / / / 1"DIA.MIN. NEW INSTALLATIONS. 6'-0"MIN, STREET SURFACE IKJI�� / / / SADDLE FITTINGS ALLOWED BACKFLOW IDEVICE TO ANGLE OR STRAIGHT STOP ANDa''/2R kEZ OscaL�xOON r) SPR/NGL/NE. i/jj% //j /j j//j j/ /j j//j j/ /% SERVICE PIPE OFOR EXISTING NLY UPON APPROVAL TOF 5 1/2�_� 3 1/2 **DOWNSTREPM SNIT OFF VALVE MUST �\/// 2 ////j////////////////////%- CITY OF BOZEMAN SEWER BE SEPARATE FROM BACKFLOW DEVICE DETAIL B \ /j 0 DEPARTMENT. I`•'.1' IYPICAL FLOOR PENETRATION(N.T.S.) TYPICAL WALL PENEDETAILTRATION(NTS.) (CRAWL SPACE) _ " ATER IORscE°NIEENST"AG°, REDUREM 4 \!\\�\�\� \ i \\\,�\\\\�\\\\� J E. ALL nFi/E.ro THE 1/2 AN OWING No.02660-12 \� \\� ��\\�\ \\\ \\� TRENCH BOTTOMS\\�\ 6"MIN. / RAGS ON 2'WX 2'GRID Ehrs SERVICE INVERT NO r4 zEnNUIESD 2 s RMccs2s`ND.ARE NOT ALLOWED. \i__\\\ \\�\/\\� \\\��\�\ \ \ LOWER THAN SPRING SECTION A—A LINE OF SEWER MAIN UIREMENTS OF MONTMLA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANr MATERIAL GENERAL NOTES `1\\\it\\\ FOR WE FITTINGS. HAN5LL BE EDDED I-UNDER XND OVER THE PIPE WITH SXNG 11E MATERIAL WY'BE USED AG BEDDING IF IT 3/aA REO NOTES:THE WIDTH WITH PROPORTIONAL e 1/2 F INVERT MAY VARY TO SATISFY THE DESIGN TER OEPAATMEM. R*10ECDNES MtE WO TO A SMELT SIUE wIT HAB AN uewll SLOPE. WATER SERWCE MINES REQUIREMENTS OF INDIVIDUAL APPLICATIONS. TLI1/2 FOOT"RE ATRCURBESTOP FINISHED STREET SURFACE TO BE 1/e"TO A CONTACT"IF BOZEMAN WATER DEPARTMENT FIR A111111 11 OF COPPER ION"IONS-ER SEWCE NE MAY BE REDUCED TO a sMMi[R 52E THAN THE WATER sERMCE sn6.R wA a INSTA SHOWN N»i DRAWINGS ON As SPECIrIED. 1/4"ABOVE EDGES OF DOUBLE GUTTER. 10,METER,BACKFUOW P-ION.�ND INCOMING SERVICE LINE MUST AU_BE THE SAHE SIZE, 3. BEDDING SHALL BE V DIX MXMMUM WITHIN W'OF SERVICE PIPE, WATER SERVICE LINE INSTML CURB STOP SO THAT OPERATING KEY IS PARALLEL To STREET IN OFF-POSITION, CITY OF BOZEMAN SCALE: NO 02660-15 NONE FROM CURB STOP TO BUILDING Dec. 2003 CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO. 02529-1 STANDARD DRAWING NES 2 AND SMALLER) STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 � ) Rev. Aril 2006 CITY OF BOZE\LLV SIDEWALK AND DRIVEWAY SPECIFICATIONS COMPACTS 1. Standard sidewalk location shall be one fool from property lines and within the public ONLY right-of-way. Deviations from the standard location shall br within accordance with the City of 12" 2"SQUARE Bozeniatt's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified 2% SLOPE OR ROUND by the City Engineer. Construction of sidewalks,drive approaches-and curb acid gutter shall be ABOVE ASPHALT STEEL POST in accordance with Montana Public Works Standard Specifications and as specified herein. `SIGN CAN BE MOUNTED ON WALL 2. All concrete sidewalks constructed across vehicular traffic lanes shall be a minimum of TOP=B"E" ALT v n OF BUILDING AT six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in 19 -35 30"-36" SAME HEIGHT thickness. All other sidewalks shall be a minimum of four(4)inches in thickness. T3" OW ASPHALT 6.0' 3. All base course for driveway approaches and sidewalks shall be t I s"minus washed rock 3" MIN GRAVEL BASE The base course shall be a minimum of throe(3)inches thick colder sidewalks and driveway SIGN POST aprons and six(6)inches thick under curb and gutter sec"tions. 4" THICK M-4000 CONCRETE BOLT TO CONCRETE FOUNDATION PER CITY MPW 4. The grade of the sidewalk is to be-established by a uniform slope of one-quarter(I.)inch MOD DETAIL per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall 09810-1 continue through the sidewalk section aid to the curb to ensure drainage to the street. THICKENED EDGE SIDEWALK S. Ihe maximum driveway throat widths are as follows: residential access-24 feet: TYPICAL SECTION INVERTED "U" BIKE RACK DETAIL COMPACT CAR SIGN DETAIL commercial access-35 feet:industrial access-40 feet. For shared approaches for condominium.townhouse,or duplex units.the maximum driveway throat width is 40 feel. Any existing full-height curb and gutter section shall be removed and replaced as one complete section with the construction of a new driveway approach. Approved contractors may be permitted to sawcut existing full-height curb to provide drop-curbs for approaches. A-Core Inc. PLANT MIX ASPHALT SURFACING z.o• is an approved concrete cutting contractor. INTEGRAL CURB 3"MIN DEPTH @ 93%MD AND GUTTER CRUSHED GRAVEL BASE COURSE 6. Concrete(air-entrained)shall have a minimum compressive strength of 4000 psi on a 28- 6"MIN DEPTH @ 95%MDD day test,Using 6 sacks of cement per cubic yard of concrete with a maximum water content of 6 PERMIT gallons per sack of cement. FN 7REDUIRED 1.0' $100FINE 'SIGN CAN BE 7. Construction joints one(1)inch in depth shall be placed every five(5)feet.and '�'' '��' '��' '��' MOUNTED ON WALL ' - - o .2'I: 2'L? 2'I: 2'lT .2'l 1.5' P j P ( ) v i IT OF OF BUILDING AT expansion joints shall be laced every twenty-five 25 feet in sidewalks. Ex ansion oint " d - - 2"SQUARE SAME HEIGHT Constructmaterial shall be one-half inch thick pre-formed biluminoUs treated fiberboard filler. ;�� /rya_//T�'\` /f �P _T _✓>' / OR ROUND minimum tdep h of 3 4"and minimum t width f 1all be �9'. 1lal nch aced alten ex ant sitonjoint mat material(Tall be � � \/ STEEL POST placed at all points of curvature,and tangency.curb returns.and where new conttetc abutc V � SUB-BASE COURSE \/T\ COMPACTED 12"MIN DEPTH OR AS SPECIFIED BY SIGN POST 4.5' existing concrete. The expansion material shall extend through the till depth of the curb stud MIRAFI 60OX SUB-GRADE GEOTECHNICAL REPORT@ 95%MDD FOUNDATION gutter' GEOTEXTILE PER CITY MPW FABRIC MOD DETAIL 8. A representatke from the City Engineer's Office must inspect oil forms and base 09810-1 course before concrete is poured In the public right-of-way. Phony 582-22MI to schedule Inspections a minimum nr4 hours to pouring. PARKING LOT TYPICAL SECTION HANDICAP PARKING SIGN DETAIL VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHWD.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.001 REDUCED.LINE BELOW 1 SITEPLAN RESUBMITTAL 4-3-18 CMW •' SITE PLAN SUBMITTAL SHEET NUMBER MEASURES ONEWIN IN . ErginBBTing CHRISTOPHER APPR.BY: ORIGINPL DRAWING. 2 SITEPLAN RESUBMITTAL 6-25-18 CMW - � �� 204 N.11 th Ave. C^ CMW BOZEMAN MT 021 1 Z Design Bozeman,MT 59715 10959 pE _' DATE:12/27/22 DRAWING NUMBER MODIFY SCPLE ACCORDINGLY g Phone:(466)581-3319 e E ` Plannin q u Q.A.REVIEW NGINEERING, INC ss,`GIaTE1=�� BY: DETAILS C-5 HM 154\004\ACAD\SHEETS\SHEET-C-4-DETAILS.dwg Plotted by chris Waste on 4/6/202311:48 AM 943eginninAofaXCWStaaardofCaMnitnent COPYRIGHT 0,GENESIS ENGINEERING,INC.2023 AL_ DATE: