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1 2 3 4 5 6 <br /> i �I r+r `" x. v'.� :�`Y .r' f ._ .s ?r• I � / / � _ '�".I7k L •�. � � ° _ <br /> Brown AND - <br /> ' K � <br /> k ` \ • <br /> z Caldwelbra <br /> *� . <br /> .4 .�$ ` • +�: �` . � - ,. `,' �1 � SCALE IN FEETOt <br /> LAKEWOOD, CO <br /> ' • LEGEND <br /> DRAINAGE BASIN BOUNDARY <br /> ' 22 45 — —• / — .— — :r ; ` , . — , FLOW DIRECTION <br /> .1 ' ' , \ <br /> J_ <br /> ! ' ----------- <br /> . ^ ; �' I h `` _ ` �� • s r �` FLOW PATH <br /> 6900 100 FOOT CONTOURS <br /> ♦ i. 1 I 2 241 \ <br /> 1 25 FOOT CONTOURS <br /> 52 39 �� •► i _,,,�� I �i a a <br /> PROPERTY BOUNDARY <br /> C '\ ♦ o �I _ _ ' \\� ,� _ — — _ ROAD C <br /> \ _■ �' ;.. NORTH <br /> 1 / ! QUARRY <br /> 1 -- -- .p �` (RECLAIMED) 1 i � / + + + + + STOCKPILE <br /> MOW <br /> Q \`■ `� '�J ' �' �, 1 , {* I� \� //-//^` I _; �, y — oRMo.,— EXISTING STORM DRAIN <br /> + <br /> �� + + + + I+ + + ` EXISTING OVERHEAD ELECTRICAL <br /> ;` I ( SOUTH QUARRY a _ + f 0 <br /> CD <br /> N 1 ! - . _ �J-J�/ 1 ° +, i — 72" CMPsift + <br /> f ' r y ++++ ++ DO CENTRAL ( }' I �_�- � �- �, MORRISON <br /> Q _ i , \ + ,+ + QUARRY =� \ � rA \ ��! RESERVOIR SITE II \1 \ ��� BASIN <br /> o . '� ` O4 +++++++++ �. . i ♦ 1 (TOWN OF � — 3� DESIGNATION <br /> i \ ' + + + + + fy , / i � MORRISON) \ \ QUARRY <br /> O t, \ 1 +" + o \ y �� BASIN AREA 0 <br /> i 10 10 •� \ +d f , I I o� , , ' '� " (ACRES) 330 X Q5YR(CFS) DRAINAGE REPORT <br /> ` 50 38 � _ <br /> l . <br /> PERCENT 2 X Q100YR(CFS) <br /> 1 + IMPERVIOUS <br /> y' ` ` _ — — 07 REVISIONS <br /> - _-C ' <br /> z 34 59 I. I �� i i - REV DATE DESCRIPTION <br /> I ♦ � — � � � I 1 1 ' <br /> ' • =�° `4� �. . L \ `- "— ► I \ �\• _ DESIGN POINT <br /> O •* , �, 30 1.8 1 • I 1 i <br /> AI ` <br /> i ,. . .� 2 39R OUTFACE 003 . �� i y' .. `♦ ,• _ ' ' <br /> • <br /> � s A 1 \ � — — . .� I • :. .. - <br /> bi <br /> Z * '� `� Y• ♦ ' \ — — \ PROCESSING PLANT ' <br /> \ ♦ S <br /> --------- •-� do <br /> ■1 ��`-.�■• — — — —•--•-- — — — -- — — —..._.\-- ------ - - �--� — — 1l �' — -- __------.-__. �.—.— .I LINE IS 2 INCHES <br /> • 4 y <br /> 1A . <br /> w ;' _,+ y, ':- • II S ..,e ` 1 ♦ SEDIMENT BASIN \: �, �- i AT FULL SIZE <br /> �; a �'' ~ •` .� �, \ • / e 1 DESIGNED: JT <br /> / • •, rr,.3; � .� �♦ /l `� OUTFALL 005` DRAWN: CM <br /> * .,: , • ' �. I 1 - �r� CHECKED: MM <br /> CHECKED: <br /> w 1 , 1 ♦ a - ■ fie. •4': <br /> 1 dfhl , <br /> • i l ` L / � ar ,, APPROVED: <br /> le <br /> — \ I \ FILENAME <br /> Oat <br /> BC PROJECT NUMBER <br /> 156979 <br /> J K <br /> CLIENT PROJECT NUMBER <br /> r <br /> /j _ _ 08 _ - <br /> m •� _ _. .-•-•- � '�� � ` . ° .��x"` ' EXISTING <br /> A \ 1 N, — � <br /> \ s �.. A <br /> \� - ♦ SEDIMENT BASIN ` <br /> CONDITIONS <br /> o A 1 ,. . ! 1 I \ .s <br /> w 1 - -- I 1. DRAINAGE MAP <br /> �. \\ �♦ 1 _. OUTFACE 001 ,` 0.7 0.9 �♦i j "- '`+ <br /> Ar <br /> y` �iT / - _ �_ I - \ DRAWING NUMBER <br /> w y * u= OUTFALL 004 <br /> cn <br /> •'\ . . — . . — _-.- -rr i •• ?' jam ^y 1 I _ -- — h .. _ ` B—1 <br /> — — e. <br /> 4, ti • r —� _ CO-8 �� SHEET NUMBER <br /> co ira , <br /> 1 OF 2 <br /> 1 2 3 4 5 6 <br />