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Home My WebLink About027 C1.1 GRADING PLAN200' TO RR TRACKS400' RAILWAYRIGHT OF WAYIRON HORSE ROADLOT 4GLEN LAKE COMMERCE SUBDIV.7,521 SQ FT0.173 ACREBLOCK FRONTAGE CLASSIFICATION: OTHERLOT 5WH11.3911.07INSTALL GRATED CURB INLETTBC ELEV=4710.74FL OUT (SW)=4706.23 (24")UNDERGROUND RETENTION4 - STORMTECH SC-800 OR EQUIV. (VOLUME=355 CU FT)TOP OF CHAMBER=4,708.79, BOT OF CHAMBER ELEV=4,706.0411.1711.36(12.06)(11.87)11.80(12.25)12.030.5%(11.54)(11.46)(11.44)(10.74)(11.75)(12.25)(12.25)(11.04)2.0%(10.76)(10.71)2.0%(11.32)1.56%0.5%5.79%(11.17)(12.15)(11.47)7.44%(12.25)(12.25)T.O.F.W. ELEV = 12.25(12.15)(12.15)(11.97)1.31%0.5%1.26%COS 38°54'53" E 100.27'S 51°05'04" W 75.01'N 38°54'58" W 100.27'S 51°05'04" W 75.01'EXTENTS OF OFF-SITEEXTENTS OF OFF-SITE10.00' UTILITYEASEMENTTVETVcs4713.54713.04713.04 7 1 2.5 4 7 1 2 .5 4 7 12 .04711.5 4 7 11 .0PROPOSEDFRENCH DRAIN RIM ELEV=4,711.341.0%3.73%(11.03)(10.99)PARKING LICENSE AREAPARKING LICENSE AREALEGENDPROPERTY LINEADJOINING PROPERTY LINEEASEMENT LINECURB AND GUTTERTRAFFIC SIGNPPLPcsUNDERGROUND ELECTRICAL LINEOVERHEAD POWER LINEPOWER POLEGUY ANCHOR WIREEXISTING UNDERGROUND GAS LINEEXISTING UNDERGROUND COMMUNICATION LINEFIRE HYDRANTWATER LINESANITARY SEWER LINEWATER SERVICE CURB STOPWATER VALVESANITARY SEWER MANHOLELIGHT POLEEXISTING UNDERGROUND CABLE TV LINEEXISTING ELECTRICAL BOXEXISTING COMMUNICATION BOXESTORM SEWER MANHOLESTORM DRAIN LINEPROPERTY MONUMENT (AS NOTED)PROPOSED DRAINAGE SWALE(70.00)70.00EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED DRAINAGE DIRECTIONTVwww.caddiseng.comC1.1SHEETREV. DATE0 10 20SCALE IN FEETCONTOUR INTERVAL = 0.5'SITE GRADING/DRAINAGEPLAN & DETAILSINTERIOR CURB & GUTTER DETAIL3SCALE: NTSC1.1INSTALL GEOTEXTILE FABRIC AND/OR GEOGRID IF SOFT SUBGRADECONDITIONS ARE ENCOUNTERED.TYPICAL ASPHALT CROSS SECTIONSCALE: NTS12" MIN. OF 6" MINUS "IMPORTED" PIT RUNCOMPACTED SUBGRADE3" MIN. OF 1" MINUS CRUSHED GRAVELC1.173" MIN. OF BITUMINOUS ASPHALT1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.)2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8".3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. Theexpansion material shall extend through the full depth of the curb and gutter.4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative.6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 1996 ed.) For curb andgutter replacement projects, washed rock may be used for the gravel base.DROP CURB FOR PEDESTRIAN RAMPS3/4"9.5"9.5"9.5"5. Concrete shall be Class M-4000.DROP CURB FOR DRIVEWAYSNOTES:12"CRUSHED GRAVELSUB-BASE COURSEBASE - 3" MIN.AS REQUIRED6"1.5"0.5"3/4" PER 1' SLOPETOPSOIL(TYP.)9"4"3"R2"SPILL CURB3/4" PER 1' SLOPECOMPACTED SUBGRADE3/4" PER 1' SLOPE4"R1.5"1/2" PER 1' SLOPE4.5"6"7.5"24"CONCRETE JOINTING REQUIREMENTS:SLOPE AWAY FROM CURBASPHALT PAVEMENT(AS SPECIFIED)1. Extend isolation joints the full depth of concrete and fill using 1/2" thick, pre-formed joint filler. Place isolation joints where concrete abuts existing concreteor fixed structure. Form isolation joints around all appurtenances, such as manholes, utility poles, etc. extending into and through the concrete. Place isolationjoints at radius points, junctions with existing concrete, and opposite to or at expansion joints in adjacent concrete.2. Install cold joints at unions of consecutive pours. Assure the cold joint is vertical, the full depth of concrete, and tooled to a 1/4-inch radius.3. Divide sidewalk into sections using contraction joints formed by a jointing tool or other approved methods. Extend the contraction joints into the concrete forat least one-fourth its depth and make the joints approximately 1/8-inch wide. Unless otherwise directed, space contraction joints at maximum 10-foot intervals ora distance equal to the sidewalk width, whichever is less. In continuous sidewalk runs, install expansion joints at the location of a regular contraction joint, if thedistance between expansion joints does not exceed 25 feet.3" OF 1" MINUS CRUSHED GRAVELCONCRETE SIDEWALK WITH CONTRACTION JOINTSSPACED AT 5' INTERVALS AND EXPANSION JOINTS AT25' INTERVALS.TYPICAL CURB WALK DETAILSCALE: NTSC1.11SEE TYPICAL ASPHALT CROSS SECTION DETAIL6"4"5'-0"2% SLOPEUNLESS OTHERWISE APPROVEDEXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER.ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED.NON RESIDENTIAL DRIVEWAY APPROACH* OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTHMIN. 6" THICKM-4000 CONCRETECOB STD DWG NO. 02529-12GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB OR MATCH EXISTINGSIDEWALK GRADESCALE: NTS3" WASHED ROCKPROPERTY LINEC1.121/4" PER FOOT SLOPESIDEWALKAT 10' INTERVALS IN CURB & GUTTERCONTRACTION JOINTS TO BE SPACED1' * 5' TYP.SPACED AT 5' INTERVALS - MIN.DEPTH 1". EXPANSION JOINTSSIDEWALK CONTRACTION JOINTSTO BE PLACED AT 25'INTERVALS.DRIVEWAY APRON5.5' TYP.(VARIES)VARIABLE(5.5' TYP.)5'PROPERTY LINECURB & GUTTERSTREET SURFACEEXPANSION JOINTS AT CURB RETURNSFLOW LINEEDGE OF GUTTERCONTRACTION JOINTBACK OF CURBMAX. THROAT WIDTH35' COMMERCIALMAINTAIN SIDEYARDSETBACK PERREGULATIONS40' INDUSTRIALPROPER ZONINGEXISTING CURB TO DROP CURB:AROUND SIDEWALK SECTIONCURB & APRON POURED MONOLITHICEXPANSION JOINTS COMPLETELY5' TRANSITION SECTION FROM(12"x18")COMPACTED TOPSOILMUTCD R7-8C1.1FILLED WITH CONCRETE12" DIA.x18" DEEP HOLESIGN POST AS SPECIFIEDSIGN POST SETTING DETAILSCALE: NTSSCALE: NTSHANDICAP PARKING SIGN56C1.1OF SIGN TO GROUND72" FROM BOTTOMVAN ACCESSIBLEWITHOUT PERMITRESERVED$100 FINESET IN 18" OF CONCRETE (TYP.)PARKING2"x2"x1/8" SQUARE STEEL TUBECAST IRON HOOD, FRAME,AND GRATESECTION VIEWPLAN VIEW2.00'CONTRACTOR TO GROUTANNULAR SPACESRECTANGULARGRADE RINGS0.50' BASE0.50'WALL0.75'SUMPTBCOUTLET PIPECURB INLET DETAILC1.1SCALE: NTS4#250191" DIA. HOLE 6" UPFROM FLOOR6"36"2'-6"6"GRADERING6"36"4"1'-11"1'-10"8SCALE: NTSFRENCH DRAIN STORM DETAILC1.11'6" S & DCOUPLING(TYPICAL)WASHED ROCK BACKFILL1' BELOW BASE EXTENDINGTO 6" ABOVE PERF. PIPE10 LF OF 12" SDR-35PERF. PVC PIPE6" MIN.NON-WOVENGEOTEXTILEFABRIC2'-6"REINFORCEDCONCRETE PIPEMANUFACTUREDTO ASTM C-76INLAND FOUNDRY 772-4"FRAME & GRATE ASTMCLASS 30 GRAY IRONNATIVEGRAVELCL PIPE9"3"WALLDRAWING DATE:11/5/25TRS MANAGEMENT STUDIOLOT 4, BLOCK 2 OF GLEN LAKE COMMERCE SUBDIVISIONLOCATED IN THE SW 1/4, SECTION 31, T. 1 S., R 6 E. OF P.M.M.,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA