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HomeMy WebLinkAboutC5.0CivilSiteDetails_090121 pNTANq A Matthew B. o Cotterman w 15873ES ' RESERVED D FyC/ 'CENSEOO�iJ MUTCD R7-8 ESE ER-LP� LAWNIL NDSCAPING (72 x18) ASPHALT PAVEMENT (A66PECIFIED) o "MIN.OFBITUMINOUSASPfl4LT ANS,gACCESSIBLE ffro IN F MI US RUSE GVg ARE STEEL TUBE 4MTHOUT PERMIo,MIN 9F Mir 5o oe b Ooo \\�\\ — _ _ 0 0 0 0 //// n SET IN 18"OF CONCRETE(TYP.) \\\ o0 00 00 00 2, N "I 0 CRUSHED GRAVEL o00000000000 Oo 0 0 0 72"FROM BOTTOM BASE-3"MIN. Oo0o0o00000000 O O O OF SIGN TO GROUND oMPAlc Eli�uBGAnEE �� OHANDICAP PARKING SIGN �i. SUBBASE COURSE q�EPSCAILE NTS INSTALL GEOTE%TILE FABRIC ANDIOR GEOGRID IF SOFT SUBGRADE AS REQUIRED CONDITIONS ARE ENCOUNTERED. TYPICAL ASPHALT CROSS SECTION ATYPICAL "STAND UP CURB DETAIL 5.o Z`ALE-RTS , SCALE:NTS UP Y UP W� COMPACTED TOPSOIL--/ Tj a1 , a 24" ?j\\ \1 T ?CURB TO CURB FILLED EDDIV WIT.18"H DEEP HOLE/ FILLED WITH CONCRETE i 1/ �1 4„ TOPSOIL 3'R L(TYP, � 4^k F 45" FACEOFCURB (7 SIGN POST SETTING DETAIL l 15'R(TYP) C5. 3QACE1TT5 \\v 1 5" 314"PER T SLOPE FACE OF GUTTER 12^ %\\ EXPANSION JOINT /�\ a 7 CONTROLJOINT �Z5' BACK OFCURB FL 1MINE V000-000-0000000000000000000000000000 CRUSHED GRAVELOO O O O O O O O O O O O O 0 BASE-3"MIN. 0000000000000000000000000000 WITH CURB RETURN A GREEN STEEL POST SUB-BASE COURSE FILLETAS ONE PIECE AT END OF SERVICE Cn ? ^ AS REQUIRED PROPERTY V VA�A�A VA VA VA VA�A�A VA VA VA�A�A VA VA VA V� DOWEL WITH 5#4X 36" JOINTS WILLBE REQUIRED LINE DR EASEMENT b'LPL'VARD LPE OMP ice D SUBG SMOOTH REBAR EVENLY APPROX.EVERY 10 FEET REETsuvFACE Rouxo SURFACE 5'SIOEWALK COMPACTED SUBGRADE SPACWITTHH312"OF COVERRS ,� (TYP WITH EXPASION TUBES 1 7J COMPACTED B—W911LL 5 IFF77^—ii O Q +0.5 1�5 v4 ONE ONE END OF BARS PLAN VIEW 5 S' mP � W f 314"PER 1'SLOPE �OPE 1/2"PER 1'SLOPE� Z X� FINISHED STREET SURFACE TO BE ilB"TO SERVICE LINE SLOPE=v4' MARKER 1/4"ABOVE EDGES OF DOUBLE GUTTER. 4F ELBOW PERFOOTMIN.,ITPERFOOT MAX. f�l DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SEWERMAI NOSugratle orbase course compaction shall conform to section 02230(M.P.W.Specs.,1996 ad.) 2'-U„ STREETSURFACE SERVICE INJERTNO IN LINE WfEFRTING FOR `\ 2.Contraction points shall be placed at 1V intervals and shall have a minimum depth of 3/4"and minimum width of 1W. LOWER NEWINSTALIATONS. `PLUG O N I LINE OFSEWTRMAIN 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.The FOR WYEFITDNGS expansion material snail extend through the full depth of cum and qunec 06 SANITARY SEWER SERVICE LINE � F-+ � Q 4.No cum and gutter shall be placed without a final form inspection by the City Engineer or his representative. 1/2"PER V 31 SCALE:NTS , 5.Concrete shall be Class M-4000 I I� N V 6 Crushed gravel base shall meet the repo remente of Section 02235(MPW SPECS,1996 ad.)For cum and ° a gutter replacement projects washed rock may be used for the gravel base. �211NTERIOR CURB&GUTTER DETAIL " ~ SCALE.NTS �1 O REINFORCE WITH#4 SECTION A-A BARS ON2'X2'GRID cf.) Golii eDOUBLE GUTTER DETAIL Q C5.0C LRTS` STEEL POST MNtK a I� \ Zj ROPERFY PAINTED BLUE r�l T.y ��el J. +y EASEMENT �1 5'BOULEVAAD(IVP.) LINE � U 'SDEWAIX ROUND SURFACE4, W TREETSIRFACE Lyp) J 1, N I� N5 CURBBOX O x O � MONS mR) OR APPROVED EQUAL) � r` CCON CREIESIDENWU(LMTHCONTRACTIONJOINTS COVERINF+0 SPACEDAT5 INTERVALSAND EXPANSION JOINTS AT 25INTERVA- SEE DETAIL 5'-0" IJ CUE BY BELOW ASPHALT PAVEMENT 2%SLOPE iPP BV CONTRACTOR OR APPROVED51EQUAL (AS SPECIFIED) R �l WATER MAIN BASE MATERIAL SLOPEAVJAY FROM CURB O O000 00 O O O O 00 w NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERMCE PIPE FORM CORE STOP TO CURB STOP /'AI O n no FOR 3WAND VSERVICES.STRAIGHT COPPER PIPE SHALL BE USED FOR I.5"AND 2'SERMCES. F.L`� O OETAILOFA CORPOMTIONSTOP SELECT MATERIAL BACKFILL AREA 7 L� O O� PROPERLY 61VELLFR H15NN5 OR �./ o �o�oO�o�o�o0o0O�O�0000000000° 30F 1"MINUS CRUSHED GRAVEL ai1VS/OES(0 SIDE'ACP INSTA![EO APPROVED EOIIAU (SEE SPECIFICATIONS) ��SEE TYP I CAL AS P HALT CROSS SECTION DETAIL �S 1.IY DEPTH IM4X) 4H:1V sro� TYPEKCOPPER Mv STOP SFRVICEPIPE SEFMCESADDIE 2 ©TYPICAL RETENTION POND CROSS SECTION (RDCKAELLT/1,OR I 6 CONCRETE JOINTING REQUIREMENTS: SCALE:NTS APPROVEDEQUAL) 1. Ederd isNakm joints the full depth of mnoste and fill using 112'thick,pre-formed jontfiler.Placeurelahon joMs where concrete abuts existing concete 4 `-TRENCH 60 TOM 6"MIN. 7 Brad abuclu d.Fo d i"'ion joints amend.11 appudena me,such..manhole.utility poles,etc.extending into antl Nmugh the concrete.Place isolation forest ded'us pdntsjunefer,wiU e,isfing concrete,and opposite to or at expansion joints In adjacent concrete. GENFAALNOlES 2. h9allmdjoirAsal unionsof wnsecutive pours.Assure the cold joint is vediwl,Ulefull depth of contrive,and tooled We114inM radius. 1.WATER SERVICE LINES SHALL HAVEAMINIMUM6112 FOOTCOVER MEASURED FROM THE EXISTING GROUND SURFACE 3. DMde sidewalk into sectors using contractor,joMs famed by ajointirg tool or olherapproved methods.Extend the conractionjoints idoothe mr—for EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE'WHEN SERVICE LIES ARE LAID TO A REV. DATE si least on,fough its depth and make thej6nla approximately 11&inch wide.Unless otherwise directed,span connection connection joints at maximum 10feet intervals or STREET SIDE WHICH HAS AN UPHILL SLOPE.WATER SERVICE LINES SHALL HAVE A MAXIMUM 7.5 FOOT OF COVER AT CURB STOP 2/5/x1 a distance equalWNe sgaxalkwitlth,whicheva is less.In corNnuwssidewalk runs,inslsll expansbnjoirds al Nelocetbn of.regular cordraction joM,'rf Me 2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. s distance behveen expansion joints does not exceed 25 feet. 3 q/s/xt .BEDDING SHALL BE 1'DLA MAXIMUM WITH M'OF SERVICE PIPE 4.INSTALLCURB STOP SO THAT OPERATING KEY IS PARALLELTO STREET IN OFF POSITION r�TYPICAL CURB WALK DETAIL 5.CURB STOPS SHOULD BE LOCATED B'FROM THE PROPERTY LIE.WHERE THE MAIN IS LOCATED WITHIN ANEASEMEN- SCALE:NTS CURB STOPS SHALL BE LOCATED AT THE EASEMENT LINE. ��WATER SERVICE LINE 5.D sxzLE-RTs DRAWING DATE: 1 21 SHEET C500