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a <br />E <br />f <br />:D <br />m <br />;JJ <br />y <br />J, <br />7, <br />n] <br />u <br />0 <br />u <br />J <br />124TH ESTATES WATER STORAGE <br />PROPOSED WATER STORAGE <br />T <br />CO. HWY. 22 - - - -- --sue -� -- <br />T^- <br />ADAM <br />^' <br />l <br />HISTORICAL )�iETY" I I w / <br />4 - II DEED NOT rI )UND _j <br />I cn <br />D. & J E. BILI_INGS��' I I r u <br />/ L BK 4112, P 968 <br />I / <br />D� Y / <br />25 <br />r U. NG <br />FEN E / <br />EXISTING ish. .3 31 L''. r-' 381 <br />% FENCE <br />/ 501 <br />s:-�TYlxtcA <br />50 <br />/Cd <br />_ <br />/ <br />/ / A,). <br />z ao PROPOSED WATER STORAGE <br />WATCD CI IDCArC FI f= \ /- Rr)-A7 <br />eoJ <br />25' - <br />--- PLAN -- VIEW -- HENAD l,0 X130- <br />- -AE�D -PION EOII.NI)- _. - -, .'bK 430, P 10�7J <br />, <br />5. (TYP) _ .. C. 5040 <br />/\ <br />soao <br />PROP D-NAgR SURFACE )REV = 5037 - - <br />,� 5035 <br />5036 <br />11 � <br />5030 \ /EXIST. GRADE EXIST. GRADE <br />/-EXIST. WATER. SURFACE EXIST. WATER SURFACE <br />���EEE ELEV. - 5022'± <br />/ ELEV. - 5022'± <br />sots w 1.:�1 \ L --, _�---- -- __�._------ -- -. -- - -- _ <br />sozo o W O <br />D ROP. GRADE <br />oia� 2.5:1 (TYP.) t._. { <br />ESTIMATED AVG. EXIST. ' <br />5015 ' 'I /-ESTIMATED AVG. EXIST. BOTTOM OF PONID <br />/BOTTOM OF POND <br />5010 - - - - - -' <br />CLAY IJNER 1 -1 ISC. FILL <br />5005 <br />TEMP. CONST. GRADE H1 <br />I:' .1.5:1 (TYP.) - ._- f- ---� -- <br />5000 <br />4995 1 SCALE: <br />HORIZ. 1" = 100' <br />VERT. 1" - 10• <br />0 +00 1 +00 <br />2 +00 3 +00 <br />O <br />ELEV. <br />O <br />ROPOSED POND BOTTOM <br />0 <br />4994.0 <br />O O <br />O <br />0 <br />0 <br />O N <br />U) <br />N <br />ELEV. (TYP) <br />N <br />O <br />"� <br />E5 O <br />r <br />0 <br />"> <br />O <br />m <br />0 <br />O <br />2 +00 3 +00 <br />ro <br />O <br />O <br />O <br />ROPOSED POND BOTTOM <br />0 <br />4994.0 <br />00 <br />ELEV. 4994' <br />n <br />' <br />YP) <br />U) <br />N <br />ELEV. (TYP) <br />d <br />1601126.6 <br />O <br />"� <br />O <br />r <br />0 <br />"> <br />O <br />m <br />0 <br />O <br />O Cn <br />O <br />r� <br />0 <br />0 <br />0 L' <br />< <br />6637223.3 <br />< <br />M <br />888694 <br />,6 <br />< <br />r7 <br />M <br />M <br />NOS <br />r7 <br />NO <br />< <br />< <br />N <br />N <br />9 +00 <br />1837749.9 <br />12029852.8 <br />10 +00 <br />NO, <br />On <br />CY) <br />N0 <br />NO, <br />13908279.5 <br />5012.0 <br />p�j <br />0 <br />Ln <br />M <br />+ <br />p� <br />[1 <br />p <br />n <br />d <br />0< <br />990777 <br />1960773.3 <br />d' <br />17788493.5 <br />'t <br />1011671 <br />2002411.4 <br />19790904.9 <br />5018.0 <br />1032711 <br />2044346.1 <br />4 +00 <br />5020.0 <br />5 +00 <br />6 +00 7 +00 <br />2086565.6 <br />8 +00 <br />23921816.6 <br />5022.0 <br />1075211 <br />2129065.3 <br />SECTION <br />26050881.9 <br />5024.0 <br />1096668 <br />A -A <br />ro <br />O <br />O <br />O <br />0 <br />0 <br />4994.0 <br />00 <br />0 <br />n <br />N <br />U) <br />N <br />y <br />d <br />1601126.6 <br />a <br />o <br />O <br />O <br />o <br />849080 <br />1678580.4 <br />o <br />4919383.1 <br />pO <br />a <br />n <br />O <br />LO <br />°a <br />6637223.3 <br />L <br />888694 <br />1757455.2 <br />an <br />8394678.5 <br />,°nom <br />13 +00 <br />1797424.4 <br />10192102.9 <br />L-0*110), <br />9 +00 <br />1837749.9 <br />12029852.8 <br />10 +00 <br />949444 <br />1878426.7 <br />11 +00 <br />13908279.5 <br />LINER <br />ro iy <br />10 <br />VOLUME <br />1p <br />- <br />CF <br />4994.0 <br />790989 <br />0 <br />in 't <br />4996.0 <br />U) <br />O0 <br />1601126.6 <br />d <br />1601126.6 <br />a <br />o <br />O <br />O <br />o <br />849080 <br />1678580.4 <br />o <br />4919383.1 <br />pO <br />a <br />n <br />O <br />LO <br />) <br />6637223.3 <br />L <br />888694 <br />1757455.2 <br />12 +00 <br />8394678.5 <br />5006.0 <br />13 +00 <br />1797424.4 <br />10192102.9 <br />14 +00 <br />5030 <br />5025 <br />5020 <br />5015 <br />5010 <br />5005 <br />5000 <br />4995 <br />4ZTdI rF VOI LIME PROVIDED <br />CONTOUR <br />AREA <br />jEF j <br />VOLUME <br />g VOLUME <br />(C F) <br />CF <br />4994.0 <br />790989 <br />0 <br />4996.0 <br />810176 <br />1601126.6 <br />1601126.6 <br />4998.0 <br />829539 <br />1639676.1 <br />3240802.7 <br />5000.0 <br />849080 <br />1678580.4 <br />4919383.1 <br />5002.0 <br />868798 <br />1717840.3 <br />6637223.3 <br />5004.0 <br />888694 <br />1757455.2 <br />8394678.5 <br />5006.0 <br />908768 <br />1797424.4 <br />10192102.9 <br />5008.0 <br />929020 <br />1837749.9 <br />12029852.8 <br />5010.0 <br />949444 <br />1878426.7 <br />13908279.5 <br />5012.0 <br />970033 <br />1919440.7 <br />15827720.2 <br />5014.0 <br />990777 <br />1960773.3 <br />17788493.5 <br />5016.0 <br />1011671 <br />2002411.4 <br />19790904.9 <br />5018.0 <br />1032711 <br />2044346.1 <br />21835251.0 <br />5020.0 <br />1053890 <br />2086565.6 <br />23921816.6 <br />5022.0 <br />1075211 <br />2129065.3 <br />26050881.9 <br />5024.0 <br />1096668 <br />2171843.5 <br />28222725.4 <br />5026.0 <br />1118261 <br />2214894.4 <br />30437619.8 <br />5028.0 <br />1139988 <br />2258214.0 <br />32695833.7 <br />5030.0 <br />1161849 <br />2301802.4 <br />34997636.1 <br />5032.0 <br />1183843 <br />2345658.2 <br />37343294.4 <br />5034.0 <br />1205971 <br />2389779.7 <br />39733074.0 <br />5036.0 <br />1228230 <br />2434166.4 <br />42167240.4 <br />5038.0 <br />1250618 <br />2478813.8 <br />44646054.2 <br />5040.0 <br />1272805 <br />2523390.1 <br />47169444.3 <br />TOTAL STORAGE PROVIDED= 47,169,444 CF <br />1,083 AC ` FT <br />AT W.S. ELEV= 5037 <br />STORAGE PROVIDED= F77996 647 CF <br />AC`FT <br />BOUNDARY LINE <br />EXISTING FENCE <br />MINOR CONTOUR <br />MAJOR CONTOUR <br />COLO. HWY. 22 <br />U <br />SITE <br />0 <br />U <br />(OtE. 20TH AVE. � J <br />VICINITY MAP <br />100 0 50 100 200 <br />ORIGINAL SCALE: 1" =100' <br />EXISTING <br />5030 <br />PROPOSED <br />5030 <br />NOTES: <br />1. THIS PLAN WAS PREPARED BY JEHN & ASSOCIATES AS A DESIGN OF THE FINAL <br />GRADING ONLY. THIS PLAN IS PREPARED FOR THE 124TH ESTATES WATER <br />STORAGE FACILITY BASED ON RECOMMENDATIONS FROM "THE SLOPE STABILITY <br />ANALYSES FOR THE BRIGHTON WATER STORAGE PROJECT" - PREPARED BY <br />GROUND ENGINEERING CONSULTANTS, MAY 31, 2002 ( "GROUND REPORT"). <br />2. ANY PROPOSED INLET AND OR OUTLET STRUCTURE(S) SHALL BE DESIGNED BY A <br />REGISTERED PROFESSIONAL ENGINEER ON BEHALF OF THE CITY OF BRIGHTON. <br />3. ALL EXTERIOR FENCING & SIGNAGE SHALL BE PROVIDED BY THE CITY OF <br />BRIGHTON. <br />4. A TEMPORARY CONSTRUCTION SLOPE OF 1.5:1 SHALL BE USED TO EXCAVATE THE <br />POND WALLS PER RECOMMENDATIONS FROM THE "GROUND REPORT". THIS PLAN IS <br />NOT A DESIGN OF THE CONSTRUCTION PROCEDURE AND /OR EXCAVATION PROCESS <br />OF THE REMOVAL AND PLACEMENT OF ONSITE EARTHEN MATERIAL. <br />5. A LAYER OF ONSITE CLAY MATERIAL SHALL BE USED TO LINE THE POND WALLS <br />15' WIDE ALONG THE 1.5:1 SLOPE PER THE "GROUND REPORT ". ONSITE <br />MISCELLANEOUS FILL SHALL BE PLACED ALONG THE CLAY LINER AT A PERMANENT <br />2.5:1 SLOPE. <br />Permit #:J1 aA9l 086 Confidental?: KD <br />Class: Fermi Type -Seq.: <br />From: Adam,&,vKk g j2 Pw-lz To: Dyne <br />Doc. Name: 4-Firl rJ / u - Pr <br />Doc- Date (if no date stamp): 4e 14�CbZ Piln� <br />JUN 19 2W2 <br />Division n1 Minerals and Geology <br />W J V)z <br />_0 <br />o u, 0 < �Z w°� <br />,xz UN <br />< 0 �0 ~?p <br />IU w� <br />- O< �vi�Ja <br />� O< xLn <br />Z J <br />Z n5z <br />a zo� <br />J a0 w n zN <br />Q mz °in a33 <br />N ° zo Z azo <br />�a M0�� <br />w g <br />0 aww <br />U wOF <br />0 M: <br />zM in oho <br />o� ®� WO�oa <br />®� <br />oa <br />� E W aw� V) XZ�g FO <br />!CqQ, W <br />0 z w z <br />09 <br />W US� O <br />C ( D u- <br />°cv �w � ° N <br />g JVi <br />Y" W¢° <br />=u " 0Ow <br />> 8 E Ld (n <br />LO <br />u Or- <br />�% 3 pa. Z <br />c; <br />M <br />0 <br />N <br />Z <br />O <br />V) <br />5 <br />w <br />0 <br />F <br />a_ <br />w <br />0 <br />I <br />M <br />O <br />M <br />- N X <br />t..7 0 <br />r z <br />Li <br />x <br />a� ° a <br />'z $ <br />N Ln no <br />ci 0_ r i <br />O <br />Z Vol <br />< p M <br />ro 0 <br />Q Z m 0 0 <br />w Q <br />< o0 <br />0 0 0 <br />V) <br />Lu 3 o w <br />O ° > o <br />a < a <br />W z <br />� Q <br />�i aj <br />O Of <br />w W <br />co CD Z <br />Q f-- <br />W <br />O a- <br />' (n <br />Lo LLJ <br />0' ° H <br />co <br />Q n N <br />W <br />D = <br />w <br />O -1- <br />N <br />O <br />Q � <br />C\2 n- <br />N <br />o <br />m i m <br />m-D B id <br />JOB NUMBER: <br />1288- 200 -003 <br />DATE <br />06/18/02 <br />ScAIE 1 " =100' <br />0:134111 <br />