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H EIT PIT <br />SW CHAMBERS, LLC <br />UNDERDRAIN DESIGN <br />i <br />495 <br />495 <br />945 <br />4860 <br />- 4855 <br />4850 <br />4845 <br />g <br />110 <br />~2 <br />2 1 ~~ <br />10. <br />1 <br />Bn0 ADS <br />a-e-Aes <br />90' SWEEP <br />WITH 6"0 T( <br />8"¢ COUPLE <br /> <br />I NRAL BOLLARD <br />I FNGSEYEM W/. <br />gNCeo uo <br />POURED-IN-PUCE <br />DCaVC187E RINC, <br />500D p.ai YIN. <br />I <br />camAC3m rums <br />caANUVA YAnAUL <br />' 70 9514 S{D PROCfIXi <br />I 4' L0. HOPE <br />II <br />PFE <br />OUTLET DETAIL Al <br />4960 <br />4855 <br />4850 <br />4845 <br />0+00 1+DO 2+00 3+00 4+D0 5+00 6+00 7+00 8+00 <br />SOUTH SIDE PIPED 2.5 5 vERT. <br />0 25 50 HORIZON. <br />PROFlLE NOTES: <br />1) EXISTING CONDRIONS, E%CLUDING TOPOGRAPHY, FRONDED BY KING SURVEYORS VIA ELECTRONIC FlLE. <br />2) E)O5RNG TOPOGRAPHY Bi CML RESOURCES, LLC. <br />3) SHEATH PIPE IN ADS FlL1ER FABRN:/FlLTER SOCK. <br />£L~-9U~ 0' SWEEP WITH 6' TO 8' <br />~ E%. PND FINISH GRADE COUPLER <br />4955 <br />4950 <br />4 4945 <br />0+00 1+00 2+DO 3+OD 4+00 <br />WEST SIDE PIPE o z.s 5 vERr. <br />400' 44 N-12 Wf SP PERFORATED, FLAT SLOPE. D 25 50 HOR120N. <br />B„® F--~ <br />- - - -~ ~ AVG PIEZOMETRIC SURFACE <br /> -G@41NIdG SfiA50 <br />FINISH GRADE <br />SURFACE 2' OVE NON-GROWING LEPN 07 <br />OUTLET INVERT 4649.0' 1 SEASON AVE GE WATER SUR <br />FACE. SEE DETAIL. <br /> r <br />ADS, INV `AVG. PIEZOMf:TRIC SURFACE - <br /> NON CROWING SEASON <br />~ PROPOSED <br />CONTOUR GRADE -! <br />4849' <br />TYPE L RIPRAP, <br />64 S0. Ff. <br />~,$POT ELEV. <br />1 EX. GRADE <br /> A G. PIEZOMETRIC SUAFAC - CL&W OUT. <br /> E%. AND FINISH GRl ~E G i OWING SEASON CLEAN OUT. <br />SEE DEfPIL. SEE DETAIL <br /> S URFACE 2' ABOVE ADS, <br /> N ON-GROWING SEASON <br />4649 <br />INV <br />0' <br /> I A VERAGE WATER SURFACE. . <br />. <br />90' SWEEP AT <br />- _---------- --- <br />+ <br /> <br />__ <br />EV. 4849.0' ------ <br />- ~ - <br />------------ <br /> <br />800 6 0 ADS -12 Wf SP PERFORATED FIAT SLOPE - - - - - <br /> <br />- AVG. PIE20METRIC <br />NON-GROWING S , SURFACE - <br />ON <br />NOTE: <br />RECORD DRAWING REVISIONS CLOUDED OR <br />CROSS HATCHED OUT FROM ORIGINAL <br />SUBMITTAL <br />RAF. MPE <br />COMPACT BACKFILL TO <br />95R STD PROCTOR , <br />6' qN. <br />'+- ADS PIPE <br />~' qN <br />COMPACTED NATIVE <br />GRANULAR MATERIAL <br />PIPE TRENCH BACKFILL DETAIL <br />SHEATH ENTIRE LENGTH OF ADS PERFORATE- <br />PIPE IN APPROVED ADS FILLER FABRIC. <br />N.T.S. <br />RECORD DRAWING <br />--- <br />vEagrwtoa>•Dt5 SW MEADOWS, LLC <br /> <br /> <br />No. ae~lsiw+s <br /> <br />oESaWnuN <br /> <br />DATE <br /> <br />er HEIT PIT <br />UNDERDRAIN <br />DETAILS AND PROFILES <br /> UNDEY)PAIN ADAI 16'D N51 Ddk sueel <br />sWe 209 <br />1 aEroPn wA Icxs 3.43.0 Ns , <br />LLC PO. BOx 680 f,MeNd<, CO 00530 <br />CIVIL RE$~U RCE$ <br /> , <br />]O) 8331116 IDI 103 833 8A501N <br /> DESIGNED eY: 81B lOB NO. DWG: <br /> I BR <br />DPAWa BY plE: FE801 lA UMeN,aln,ExN <br /> I : sufE: As NmEO SHEET: <br /> rHEa®er; 911E z <br />ADS I <br />RIPRAP AROUND <br />~X ~3, IASi FOOT OF <br />1~3 PIPE END. <br />II ~ ' _ III III ~I I <br />'-1=11 ~ ~~ I~F~~~~~ " <br />1' THICK, TYPE L RIPRAP ~_ II-1 -III-I I,I <br />4' COMPACTED NATIVE _.I. pIC~' <br />GRANULAR MATERAL <br />ADS OUTLET RIPRAP <br />CROSS SECTION <br />N.T.S. <br />I <br />B' MIN, <br />75' ELBOW <br />15' NDPE <br />Wrt <br />.` ~~RDW ~: <br />9' SOLI- HDPE PIPE- <br />CLEANOUT DETAIL <br />N.rs. <br />