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FLOOD08570
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Last modified
1/29/2010 10:12:03 AM
Creation date
10/5/2006 3:44:40 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Douglas
Community
Englewood, Cherry Hills Village, Greenwood Village
Stream Name
Little Dry Creek
Basin
South Platte
Title
Major Drainageway Planning
Date
2/1/1974
Prepared For
Arapahoe County / Douglas County / Englwewood / Cherry Hills Village
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />:-""/ <br /> <br />r-' <br /> <br /> <br />~ <br /> <br />~ THIS DRAWING IS A MASTER PLANNING SHEET <br />REPRESENTING PRELI..lNARY AND CONCEPTUAl. <br />ENGINEERING. rr SHALL NOr BE USED FOR <br />CONSTRUCTlON PURPOSES. <br />~I:'l~ <br />_.-;;;; ,// <br /> <br />EAST <br /> <br />H.....POE <br /> <br />AVENUE <br /> <br />j <br /> <br /> <br />.- <br /> <br />o <br />c <br />~ <br />w <br />~ <br />~ <br />o <br />~ <br /> <br />~" '~"~ <br /> <br />)" <br /> <br />'-----' <br /> <br />~~ <br /> <br />,,:,,;w'- <br />SCALE OF FEET <br /> <br />'" <br />, <br /> <br />~~ <br /> <br />SECTION B-B <br /> <br />z <br />o <br />. <br />c <br />c <br />c <br />~ <br />o <br /> <br />DIKEEL. <br /> <br /> <br />(SEEPAGESARRIER <br />t ROAD <br />rEL.549G.........-ElI:ISTINGGRO....OLINE <br />EI,..5482 , / / EL.5474.6 <br />- ''''...... Q.700,,'''', <br /> <br />- <br /> <br />EI,.. 5593 :+--,tDlKE <br /> <br />~~ <br /> <br />.~ SECTION <br /> <br />r <br /> <br />"'000." ~~'" <br />____ ___ _ EL.5375 <br />~. ~ - EL 5373 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />L_ <br /> <br />z <br />~ <br />~ <br />o <br />. <br /> <br />O_RESERVOlR <br />=~ <br />~"'~- " <br />. ' <br />. , <br />. . <br />:'" ';':.,.11 <br />", <br />.. <br />---'~~---- <br /> <br />'", <br />\.\, '..... <br />---\'-"" <br /> <br />I <br />I <br />IA <br />I <br />I <br />~ <br />I <br />I <br />I <br />I <br />..J <br /> <br />PLAN <br />50 ~ 100 <br />I. I I <br />SCALE OF FEET <br /> <br />15 0 30 <br />I. I I <br />SCALE OF FEET <br /> <br />EL.5474.7 <br /> <br />A-A <br /> <br />EI,..5485 <br /> <br />7'01.0.. <br /> <br />15 0 30 <br />I. I <br />SCALE OF FEET <br /> <br />EL.5471.0 <br /> <br />SECTION <br />.2P. ? <br /> <br />A-A <br />.. <br />, <br /> <br />PROPOSED <br />GREENWOOD <br /> <br />AND CONDUIT <br />GULCH AT UNIVERSITY BLVD. <br />DAMS BUILT UPSTREAM <br />STRUCTURE .k. <br /> <br />DIKE <br /> <br />LOCATION <br /> <br />MAP <br /> <br />SCALE OF FEET <br /> <br />2000 <br />I. I <br /> <br />~ <br /> <br />2000 <br />. I <br />SCALE OF FEET <br /> <br />-ow, <br />, <br /> <br />PROPOSED CANAL CROSSING <br />BLACKMER GULCH. SOUTH <br />STRUCTURE A <br /> <br />STRUCTURE <br />BRANCH <br /> <br />/k <br />________~.t.t. :. <br /> <br /> <br />~ <br /> <br />0 Il 0 l:I 0 Il 0 Il 0 0 ..llill.. <br /> w <br />0 0 0 0 0 " <br /> . <br /> Il Il 0 STRUCTURES ON THIS DRAWING ARE NOT INCLUDED IN THE <br />Il Il w <br /> 0 0 0 " PROPOSED IMPROVEMEKfS. THEY WERE NOT INCLUDED IN. <br />0 0 . ALTERNATE PLAN E THAT WAS SELECTED BY THE <br />Il Il Il Il c PARTICIPANTS FOR THIS REPORT. <br />0 0 0 0 0 3 <br /> PLAN OF BAFFLED APRON DROP STRUCTURE <br /> NOT TO SCALE <br /> <br /> <br />\"" <br /> <br />SEEPAGfBARRIER <br /> <br />.. <br />, <br /> <br />PLAN <br />- <br />, <br />, <br /> <br />''''' <br />, <br /> <br />~ <br /> <br /> <br />........ <br /> <br />SCALE OF FEET <br /> <br />a'OIA. <br /> <br />BLACKMER 0'700 f"'" <br />________ __..r.::EXISTING GROUND LINE <br />EL.54116 <br /> <br />o <br />w <br />" <br />5 <br />o <br />w <br />" <br />o <br />c <br />~. <br /> <br /> <br />~RAP <br /> <br />EL. 5+&1 <br /> <br />. SECnON <br />NOT TO SCALE <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />ARAPAHOE COUNTY, CITY OF ENGLEWOOD, <br />DOUGLAS COUNTY. ClTY OF CHERRY HILLS VILLAGE <br />CITY OF GREENWOOD VILLAGE <br />MAJOR DRAINAGEWAY PLANNING <br />LITTLE DRY CREEK <br />LOCAL HYDRAULIC STRUCTURES <br />NOT IN ALTERNATE PLAN E <br /> <br /> <br />SECTION A-A <br />20 0 40 <br />. SCA~E OF FEET I <br />PRO POS ED CANAL CROSSING <br />BLACKMER GULCH. NORTH <br />STRUCTURE .Ii. <br /> <br />STRUCTURE <br />BRANCH <br /> <br />TYPICAL BAFFLED DROP STRUCTURE <br />FOR CHANNEL EROSION CONTROL <br />
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