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EN W Saved: 12/10/20142:24:41 PM <br />COMPACTED <br />NATIVE BAC <br />6' <br />I - � <br />EXISTING EXISTING <br />SAND/GRAHT I ',ANO/GRAVEL <br />VARIES <br />2• WASHED DRAIN <br />ROCK (OR EQUAL) <br />12• DIA. ADS HDPE \ <br />PERFORATED PIPE <br />MIRIn 140N <br />GEOTEXTILE <br />TYPICAL TRENCH SECTION <br />SCALE " <br />NOTES <br />t. HDPE PERFORATED PIPE SHALL BE ADS DUAL WALL PIPE WITH <br />MINIMUM I.4 -/fl OPEN AREA IN PERFORATIONS, PER —TO <br />CLASS II. <br />2. PERFORATIONS SHALL BE CIRCULAR AT 60' SPACING, <br />3. LINEAR PIPE SLOPE SHALL BE A MINIMUM OF 0.22%.. <br />1.5" DIA GROI IT PORT <br />A <br />PERMALOK <br />(Oft EQUIVALENT) <br />18"O.D. STEEL <br />CASING PIPE <br />(0.625" THICK WALL <br />TYPICAL MANHOLE JUNCTION <br />SCALE 1" r 2' <br />NQTFC. <br />I. LAST 10 LF. OF '2" DIA HOPE INTO THE MANHOLE SHALL BE <br />SOLID PIPE. <br />2.—FIRSTOP GASKET SHALL BE ADS S1O-203 (OR EQUAL), <br />INSTALLED PFR MANUFACTURER'S RECOMMENDATIONS, <br />XIMUM CLEARANCE <br />12" O.D. HDPE 'I * 4- 6' MAXIMUM SPACING <br />DUROMAXX PIPE MAX I I <br />AOR EQUIVALENT) <br />STAINLESS STEEL CASING <br />SPACER - STANDARD <br />CONFIGURATION BY CASCADE PERMALOK <br />(OR EQUIVALENT) (OR EQUIVALENT) <br />18%.D. STEEL <br />CASING PIPE <br />(0.625" THICK WALL <br />PIPE CASING SUPPORTS DETAIL <br />NT, <br />NOTEI <br />I. Ea Nlm Ar plop 0 of IW O orf• <br />nr of ~S" rr py.rnr. <br />j• F✓tvN pwooft conro"WIV <br />ro AWK11100 ?14.01 W. FIFO, W -E. <br />). a1�1nJMn4 nW kftW art In MWAWtr& <br />OF OF <br />_ A�IIp4 AMUN <br />III¢rEp K7fR <br />Q <br />-T- <br />:L: <br />Protective Apron <br />Not to scale <br />2'-0" <br />OF CASING PIPE <br />3'-4- <br />O.C. <br />ECCENTRIC <br />CASING BOOT BY <br />CASCADE <br />coNc ('P.) <br />1.5' DIA. GROUT PORTS <br />2 ROWS OE RUB'R NE✓. <br />Group, Inc. <br />(AT CROWN) <br />SCALANT AND 6- JOINT <br />.� <br />WRAP, OR APPROVED EDUAI <br />Water Resource Advisors for the West <br />`— 4'-O" DIA. <br />PRECAST <br />1490 West 121st Ave. Ste 100 Phone: (303) 452.6611 <br />Denver.0080234-2720 F—;(303)452-2759 <br />MANHOLE <br />u <br />Details <br />WATERSTOP <br />Drawn By: TH <br />5- <br />GASKET <br />(1P.) <br />12• DIA, ADS HDPE <br />PERFORATED PIPE <br />MANHOLE <br />STEPS O <br />2. O.C. <br />12"DIA <br />PERFRATED P,- <br />8• (TYP) <br />(AS NEEDED) <br />TYPICAL MANHOLE JUNCTION <br />SCALE 1" r 2' <br />NQTFC. <br />I. LAST 10 LF. OF '2" DIA HOPE INTO THE MANHOLE SHALL BE <br />SOLID PIPE. <br />2.—FIRSTOP GASKET SHALL BE ADS S1O-203 (OR EQUAL), <br />INSTALLED PFR MANUFACTURER'S RECOMMENDATIONS, <br />XIMUM CLEARANCE <br />12" O.D. HDPE 'I * 4- 6' MAXIMUM SPACING <br />DUROMAXX PIPE MAX I I <br />AOR EQUIVALENT) <br />STAINLESS STEEL CASING <br />SPACER - STANDARD <br />CONFIGURATION BY CASCADE PERMALOK <br />(OR EQUIVALENT) (OR EQUIVALENT) <br />18%.D. STEEL <br />CASING PIPE <br />(0.625" THICK WALL <br />PIPE CASING SUPPORTS DETAIL <br />NT, <br />NOTEI <br />I. Ea Nlm Ar plop 0 of IW O orf• <br />nr of ~S" rr py.rnr. <br />j• F✓tvN pwooft conro"WIV <br />ro AWK11100 ?14.01 W. FIFO, W -E. <br />). a1�1nJMn4 nW kftW art In MWAWtr& <br />OF OF <br />_ A�IIp4 AMUN <br />III¢rEp K7fR <br />Q <br />-T- <br />:L: <br />Protective Apron <br />Not to scale <br />Applegate <br />SEAL EACH END <br />OF CASING PIPE <br />3'-4- <br />O.C. <br />1� WITH WATER TIGHT <br />CASING BOOT BY <br />CASCADE <br />Brannan Pit #29 <br />1.5' DIA. GROUT PORTS <br />AT 6'-8" O.C. <br />Group, Inc. <br />(AT CROWN) <br />DRMS #M-1980-183 <br />Applegate <br />Date: 10 Dec 2014 <br />Figure: <br />Brannan Pit #29 <br />Group, Inc. <br />DRMS #M-1980-183 <br />Job #: 10-116 <br />Water Resource Advisors for the West <br />1490 West 121st Ave. Ste 100 Phone: (303) 452.6611 <br />Denver.0080234-2720 F—;(303)452-2759 <br />Details <br />Drawn By: TH <br />2 of 2 <br />ategup.mm <br />—ApplegateGroup.mm —fl: tnro®applegro <br />