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lot 10. 20' <br />Existing <br />Reservoir <br />RECORD DRAWING <br />July 9, 2012 <br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON <br />INFORMATION FURNISHED By OTHERS. WHILE THIS INFORMATION IS BELIEVED <br />TO BE RELIABLE, MULLER ENGINEERING COMPANY, INC. CANNOT ASSURE ITS <br />ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS <br />RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE <br />BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD <br />DRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS <br />ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. <br />1+40 <br />x VOUTLET <br />STRUCTURE <br />Existing Gaging StationWITHGRATE. TO BE REMOVED ANDISEEDETAILON <br />SHEET REPLACED BY OTHERS,, <br />c" <br />cncil <br />UI <br />0 <br />FILTER t:K UlAll-Illiff;tAGM.' <br />SHEET 8 <br />OA <br />SEE DETAIL ON TO <br />is <br />END PIPE <br />PIPE TRENCH AND N: 172,783.60 <br />CONCRETE CRADLE. E: 2,180,140.29 <br />LOW TAILWAISEEDETAILONSHEET8 <br />BASIN. SEE DETAIL <br />ON SHEET 8 0 <br />5240 <br />242 <br />JU L.F. It -)IULIU WALLED <br />PVC DRAIN PIPE <br />SEE DETAIL ON SHEET 8 <br />WELL SCREEN, <br />END CAP AND <br />900 ELBOW. <br />SEE NOTE 1 <br />NOTES: <br />1. CONTRACTOR SHALL INSTALL 4- PVC WELL SCREEN WITH <br />END CAP OUTSIDE OF CONCRETE CRADLE. 900 PVC ELBOW <br />AND SOLID WALLED PVC PIPE SHALL BE INSTALLED TO <br />PENETRATE THE CONCRETE CRADLE. WELL SCREEN SHALL" <br />BE 2' LONG WITH 1.5 MM SLOTS. COST OF THESE ITEMS <br />L 019wilk"I r% <br />LIA I t: <br />DRAWN: DATE:-- <br />CHECKED: DATE: <br />REVISED: <br />dea REPLACE EXISTING GRAVEL <br />DATE: <br />ACCESS ROAD IN LOCATION <br />THE COST FOR THE <br />OF TRENCH TO MATCH <br />EXISTING WIDTH AND <br />THIPKNE§S <br />PROPOSED <br />tT <br />IREMOVE <br />DAM CREST <br />EX15tinej Outlet <br />Structure, <br />3ROUND WIT+f <br />EX15tincj <br />Walkway <br />and 18" CMP Pipe 93'r 9 <br />ll OF WIN 14CP <br />F I <br />START PIPE O I PIPE WITH FES <br />N: 172,679.64 <br />PF OTECTION ON <br />E: 2,180,137.19 <br />ACCe55 <br />1+40 <br />x VOUTLET <br />STRUCTURE <br />Existing Gaging StationWITHGRATE. TO BE REMOVED ANDISEEDETAILON <br />SHEET REPLACED BY OTHERS,, <br />c" <br />cncil <br />UI <br />0 <br />FILTERt:K UlAll-Illiff;tAGM.' <br />SHEET 8 <br />OA <br />SEE DETAIL ON TO <br />is <br />END PIPE <br />PIPE TRENCH AND N: 172,783.60 <br />CONCRETE CRADLE. E: 2,180,140.29 <br />LOW TAILWAISEEDETAILONSHEET8 <br />BASIN. SEE DETAIL <br />ON SHEET 8 0 <br />5240 <br />242 <br />JU L.F. It -)IULIU WALLED <br />PVC DRAIN PIPE <br />SEE DETAIL ON SHEET 8 <br />WELL SCREEN, <br />END CAP AND <br />900 ELBOW. <br />SEE NOTE 1 <br />NOTES: <br />1. CONTRACTOR SHALL INSTALL 4- PVC WELL SCREEN WITH <br />END CAP OUTSIDE OF CONCRETE CRADLE. 900 PVC ELBOW <br />AND SOLID WALLED PVC PIPE SHALL BE INSTALLED TO <br />PENETRATE THE CONCRETE CRADLE. WELL SCREEN SHALL" <br />BE 2' LONG WITH 1.5 MM SLOTS. COST OF THESE ITEMS <br />L 019wilk"I r% <br />L.Frza"FilliMiLill: LIA I t: <br />DRAWN: DATE:-- <br />CHECKED: DATE: <br />REVISED: DATE: <br />REVISED: DATE: <br />HE INCLUDED IN THE COST FOR THE 4 PVC PIPE <br />PROPOSED <br />DAM CREST 3ROUND WIT+f <br />EX15tincj <br />WATER PF OTECTION ON ACCe55 <br />SURFACE DAM FACE Road <br />5255- <br />SEE SHEET 7 <br />5255 <br />5255 <br />SPILLWAY <br />WATER Y 6 OUTLET <br />SURF-ACE STRUCTURE WITH 4 EX15tincj5251.4 GRATE if Ground <br />X7 BUILD UPS'W*ft I= RIPRAP <br />AROUND INLET <br />5250 <br />FILi <br />DIAf LW3M <br />PJPRAP 30 L.F. OF 4" S OLIG <br />WALLEDPVC RAW WITH <br />PERMANENT PERFORATED END (SEE <br />WATER EMBANKMENT-MATERhilkli SPECIAL) NOTE, THIS Sf MET) <br />SURFACE S=1.92% <br />524-8.4 fE5 5mfFTEID-3.5'UP5TREAM <br />5245 PVC INV. 5242.58 <br />5245 <br />5242A)0 LOW TAILWATER <br />INV. = 5243.15 BASIN SEE SKEET t <br />INVINV. CUM 5244.352OUTLET5TRUCrUREMA <br />744.3ACH7G) 5ti 1.4, <br />UPSTREAM <br />EXI It IV. 5240.3 <br />5240 <br />5240 <br />20 Dm%- <br />93.9 Lf <br />61 20*d!: OF 30" RCP (C SS 111) INV. 111111211111111M 5238.8 <br />S=*4 45%AI 8' RCP <br />RUBBER GASK T FLARED END FILT R MATERIALWATERTIGHTJOITSSECTION <br />1+00 1+40 1+80 2+20 q+Rn <br />L.Frza"FilliMiLill: LIA I t: <br />DRAWN: DATE:-- <br />CHECKED: DATE: <br />REVISED: DATE: <br />REVISED: DATE: <br />MULLER ENGINEERING CO., INC. <br />CONSULTING ENGINEERS <br />777 SOUTH WADSWORTH BLVD. #4400 <br />LAKEWOOD, COLORADO AnW <br />PROJECT NO. 07-M.08 ( <br />303) 9M-4939 <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />F-5 <br />HAVANA STREET DAM IMPROVEMENTS OUTLET WORKS <br />PLAN AND PROFILE <br />SEO # C-1991 <br />SHEET <br />5 of 44 a