Laserfiche WebLink
11. .1 .111,1, 1 1111 <br />w <br />(7) <br />0 <br />(.0 <br />x- <br />0 <br />z <br />(.3 <br />0 <br />(s) <br />CD <br />0 <br />0 <br />(0 <br />1 I., 1. .1,1 la 1.111 .1 I: 11116 ,1 .111 ol I 6 Ill 11. loll lot 11. .1.11110 . 1.11. 11.1 1 Ill <br />I 1 I 11. 1 1 I 1,1„ 111 1 <br />,I1 <br />o <br />1> <br />u) <br />U) <br />0 <br />14.49-1- <br />473) I <br />tr) <br />DRIVE CUT <br />(PHASE II) <br />7--+16 <br />DETENTION POND <br />VMAX = 10'679 FT3 <br />4 \c° V100 = 8865 FT3 0 EL. 100 = 5317.82 FT <br />/ V10 = 7699 FT3 0 EL. 10 = 5317.70 <br />/ Q100 = 0.40 CFS/ <br />41 <br />NM OD NI <br />Id <br />Q10 = 0.36 CFS <br />LOT 13 <br />N0012'47nE 307.37' <br />MI MI -- <br />- <br />-- <br />18 <br />17.9 I)/ ERT <br />1,1 <br />BARBED WIRE I <br />FENCE \N/META1... POSTS <br />APPROX. ON PROPERTY LINIE <br />FARMERS IRRIGATION DITCk4 <br />Al_ONG EDGE OF PROPERTY <br />f 1 <br />15.(134. • • <br />PHASE 11 <br />9,550 S.F. <br />NATIVE GRASS/ <br />PHASE I <br />/ <br />PHASE II <br />a) <br />0 <br />0 <br />LOT 12 <br />BLOCK 4 <br />1. <br />UNPLATTED <br />1 <br />1 <br />1.11 11110,111 1 . . 1 11 II 4.11 131111. 1111 .1,11 lit 116411 I. I III 11,. <br />0 <br />re) <br />A 16.08 <br />1r <br />(.1-1 <br />F - <br />Isimm. 11 1 <br />\ 16.63+ <br />BERM <br />111.1.11111161.111 11 1111 <br />reo...,OX 1.141 IL 11.11 11 11 1 .1 II.. 111.. .1. O Ill <br />INI <br />19c-- <br />iD VC/ \ <br />CLEANOUT \PIPE INVERT = 16.35 <br />GRADE = 18.3' <br />2"0 70 L.F. PVC <br />In 1•111111111111111111111111111111111111 111 <br />INSMONSIME <br />11.111 1.1 I • ILI 1..l000.Cooll.ol..11,11111 1. 11 <br />INV. 16.7 <br />LOT 11 <br />El <br />N0012 47 E 340.63 <br />DRAINAGE PLAN <br />BENCHMARK: <br />TOP OF NE BOLT UPPER FLANGE, <br />N. SIDE OF ST., N. OF NW PROP. <br />COR. ELEV. = 5318.43 (U.S.G.S. DATUM) <br />NB 1 <br />10. <br />uD <br />1" = 20' <br />YR NB <br />11111 111111 <br />1 .1 .111.11 , 11,11. 1111 11 III 1 11 1 1 <br />/V <br />_ - <br />1 IVO <br />95- <br />E <br />T <br />0 <br />-ST <br />SS <br />G <br />111•11111111111111111 <br />11, 1 1. ,11 ol 1 1 11 ..11 1 <br />1 I I <br />LEGEND <br />- NEW CONTOURS <br />- EXISTING CONTOURS <br />- SPOT ELEVATION <br />- EXIST WATER VALVE <br />- PROPOSED WATER VALVE <br />- EXIST M.H. <br />- PROPOSED M.H. <br />- EXIST. FIRE HYDRANT <br />- NEW FIRE HYDRANT <br />- EXISTING ELECTRICAL LINE <br />- EXISTING TELEPHONE LINE <br />- EXISTING TELEPHONE RISER <br />- EXISTING STORM SEWER LINE <br />- EXISTING SANITARY SEWER LINE <br />EXISTING WATER LINE <br />- EXISTING GAS LINE <br />- CURB AND GUTTER TYPE 2/SEC. 116 <br />- CENTER LINE ROADWAY <br />- DIRECTION OF FLOW <br />- BASIN OUTLINE TRIB. TO POND <br />- NEW CONCRETE <br />- NEW ASPHALT <br />- TOP OF DETENTION POND <br />• <br />ZEILER-PENNOCK,INC. OHA <br />ARCHITECTS - ENGINEERS <br />2727 BRYANT STREET <br />DENVER CO. 80211 <br />(303) 455-3322 <br />REVISION <br />PUD DEVELOPMENT <br />PLAN <br />DATE <br />SHEET <br />8-12-96 <br />DPI <br />POSITION EDGE Of PRINT ON THIS LINE <br />It1VGLO EeetisinN AB t1308031:1 <br />POSITION EDGE OF PRINT ON THIS LINE ' <br />blVGLO 81316111N AB 8308038 <br />0 <br />0 <br />C) <br />0 <br />0 <br />0 <br />VINEI0d17V3 '3NIA81 <br />0 <br />0r- <br />0 <br />0 <br />VIM:ICU-IVO 1NIAEll • <br />t:138A11N eNimvua <br />