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Dab Seved:12/10/2014 2:24:41 PM <br /> Nth:N:\10116 Brennan Pit 29\DreWin \GIS\Titie 811Pe ed <br /> COMniCTED - <br /> ��NAIIVL BAC%FILL �V <br /> ECCENTRIC e• <br /> CONE(RIC •I• M7G1 <br /> -- - `� 2 ROWS OF RUB'R NEK 3 1. EAoe+erAat for Ate~I of flow-W <br /> SEALANT AND 6'JOINT nOr a OOOar,PaQ fO"ptlyel,nr. <br /> WRAP,OR APPROVED EOUAI. /1 <br /> ?.FUNp1 paOPeHR,ppnrdrfYtlyT <br /> DA $ M OIIOI„t/A1n fM.d feA tfrf M"E• <br /> PRECAST a <br /> MANHOLE J. 0&*Sft*kne 1141 A10MPP OM Jn ODIg4 4rS. <br /> E%ISTING EXISTING WATERSTOP - <br /> sAND/r.BAVEl_ '.,nND/CRAVEL IA GASKET <br /> 12`D ADS HDPE Q <br /> VARIES PERFOBATEO PIPE "WN ocprm <br /> WASHED DRAIN MANHOLE M Or <br /> Al" <br /> ROCK(OR EQUAL)N-� STEPS 19 <br /> 12"DIA.ADS HOPE__ \ 12"D.C. 1 I I L J fi�fE rE7'ER <br /> PERFORATED PIPE ) 12'DIA.ADS HOP' <br /> 0` IF'6• PERFORATED PIPE <br /> MIRIFI 140N �_ <br /> GEOTE%TILL B•(ryP) (AS NEEDED) rywn erGrr a Q <br /> T_ e d r <br /> TYPICAL TRENCH SECTION TYPICAL MANHOLE JUNCTION <br /> SCALE 1 - 2' SCALE I'- 2' <br /> N47ES: <br /> NQTES: 1, LAST 10 L.F.OF 12"DIA HDPE INTO THE MANHOLE SHALL BE VOr1001a dAgM_ <br /> 1. HOPE PERFORATED PIPE SMALL BE ADS DUAL WALL PIPE WITH SOLID PIPE, <br /> MINIMUM 1A2:n%ft OPEN AREA IN PERFORATIONS,PER AASMTO = <br /> 2. INSTALLED <br /> GASKET SMALL BE SOS COMME3 TIO EDUAL), Protective Apron <br /> CIASS IL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. .. <br /> 2. PERFORATIONS SHALL DE CIRCULAR AT ST SPACING. Clrl/eKMT Not to scale <br /> 3. LINEAR PIPE SLOPE SHALL BE A MINIMUM OF 0.22X. <br /> 1.5"DIA GROUT PORT <br /> AT CROWN <br /> SEAL EACH END <br /> 1.625"MAXIMUM CLEARANCE OF CASING PIPE <br /> PERMALOK 6'-g" <br /> (OR EQUIVALE 12" 3'-4" ///---WITH WATER TIGHT <br /> NEL DU O.D.HOPE Fes---6'MAXIMUM SPACING I O C CASING BOOT BY <br /> 18"O.D.STEEL DUROMAX%PIPE MAX. /// CASCADE <br /> CASING PIPE (OR EQUIVALENT) <br /> (0.625"THICK WALL <br /> 1.5"DIA. GROUT PORTS <br /> AT 5'-8"O.C. <br /> (AT CROWN) <br /> STAINLESS STEEL CASING <br /> SPACER -STANDARD <br /> CONFIGURATION BY CASCADE PERMALOK <br /> (OR EQUIVALENT) I. <br /> EQUIVALENT) <br /> 18"O.D.STEEL <br /> CASING PIPE <br /> (0.625"THICK WALL <br /> PIPE CASING SUPPORTS DETAIL <br /> N.T S. <br /> r14"' Applegate Date: 10 Dec 2014 Figure: <br /> Brannan Pit #29 Prepared in Conformance with Rule 5.z(zi <br /> Group, Inc. DRMS #M-1980-183 Job#: 10-116 E <br /> Water Resource Advisors for the West <br /> 1490 Weat 121at Ave.Ste 100 Phonr.(3031 452.6611 <br /> Dmver.CO 80234-2728 Fa1D(303)452-2759 Details Drawn By:T H <br /> vvvvWAppiegateGroup.mm e-mail:lnfo*applegategtoup.mm 2 of 2 <br />