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0 <br />a <br />w <br />0 <br />0 <br />0 <br />a <br />J <br />0 <br />M <br />b <br />O <br />ro <br />02 <br />M <br />Hi <br />0 <br />z <br />D <br />w <br />0 <br />a <br />NW CORNER SEC 19 S T A T $ H I G H if A Y 3 9 2 <br />PROJECT BM, BRASS CAP - - - - - - - - - - - - - - - - -- - - --- --- --- --- --- --- --- --- --- -- - -- -- - <br />ON BRIDGE SEE NOTE 3 I �- <br />'I l I <br />L_J <br />20' DRAINAGE EASEMENT— j <br />C.M.R. INC. i <br />I , I <br />ROTH <br />I HOEHNE <br />I <br />I-- ------ ---- -- ------- - - - - - -- I <br />10' PUBLIC SERVICE COMPANY <br />LOT 8 I UTILITY EASEMENT j <br />LOT A � B 8 TH -11 8 B � <br />IHFE PROPERTY j TH-4 TH -5 i TH -6 TH -7 j <br />APPROXIMATE CRU ER & i <br />WASH PLANT LO TION T <br />1 <br />i I TH -14 j <br />- I ?-- EXISTING 60.00' R.O.W. HOFFNER <br />A I ! <br />31MP <br />APPROXIMATE LOCATION WNV <br />I I SON <br />OF EXISTING WETLANDS W W <br />LA POUDRE <br />° WSW 1 GRAVEL PIT <br />30.0' R.O.W. EASEMENT I Y <br />NORTH WELD COUNTY WATER IV <br />EASEMENT BY <br />LOCATE <br />_.,TH -1 I <br />E-I e; AdR �SINCL HIGH PRESSURE GAS <br />z If / UNE APPROX BURY DEPTHAl2 -4 FT <br />.V/ TH -8 e j <br />PROPOSED SLURRY <br />WALL ALIGNMENT <br />j E 1/4 CORNER <br />TH -13 SEC 19, T6N, R67W \ <br />� -.. <br />MH A79 -� <br />Q RIM EL: -. OF SLURRY WALL OFFSET I"- FD #6 REBAR <br />B FROM LINE CAP <br />4783.0± MH A18�. `.. <br />RIM EL M PROPERTY NE i <br />4786.4± <br />MH At MH A16 \ :•- _ _ _ 16.5' ROW EASEMENT <br />W RR4 EL RIM EL —8 <br />_ _.____.....__ _ <br />I i 4788.0± <br />TH -3 t OF SLURRY WALL }--- --T- - -= -- ................................ .. <br />SANITARY SEWER ,...- j \ OFFSET 25' FROM (L <br />W 1/4 CORNER TEMPORARY A BeRloc STAMPEDE \7`OV�/?'e` EASEMENT I MHA72 \ <br />EASEMENT NER TH -9e : <br />SEC 19, T6N, R67W I "LgRIMER COUNTY 438613 - - i I RIM EL \ \ I / RIM A <br />Jr j" RIM E <br />FD 3/4" PIPE NO CAP \k \( MH a3 1 4781.0± - 4777. <br />ELEV =91.7r _ g `MH Atb RIM E03 I \ e' •' <br />6 REBAR W/ CAP RIVE <br />Ni f <br />S 17662 4781E08± �T 10 <br />MH A15 All 1 1 - ........- <br />j 4782.00± <br />RI RIM EL MH A5 <br />4781.4± RIM EL <br />MH A9 �, 4778.2± <br />RIM EL <br />\ \ 4777.71 , <br />i 1\ 8 MH A6 <br />MH A RIM EL <br />RIM S \' - '' <br />MH A10 4777.8± 4780.8* <br />RIM EL 4779.8± MH A7 j <br />RIM EL <br />4776.6± <br />, <br />I� \ <br />2' (MIN.) <br />*25' 15' <br />(MIN.) MIN. <br />1.0' CAP MAINTAIN SLURRY <br />CONFINEMENT BERM (SEE DETAIL LEVEL WITHIN 1' <br />WHERE NECESSARY THIS SHEET) OF GROUND <br />SURFACE PROPERTY LINE, FENCE OR <br />BACKFILL OTHER CONFINING STRUCTURE <br />PROPOSED LAKE SURFACE MIXING AREA <br />EXISTNG GROUND SURFACE 1' MIN. FREEBOARD) <br />— ... — ... — --- — ... ... — -...— ... <br />UNDISTURBED NATIVE MATERIAL <br />TYPICAL SLURRY WALL CROSS SECTION <br />(PRIOR TO BACKFILL) <br />0 5' 10' <br />SCALE: 1 " =10' I I I <br />* MAY BE ADJUSTED BY FIELD ENGINEER. <br />GRANULAR <br />NE CORNER SEC 19 <br />WESTWOOD SUBDIVISION <br />I <br />Ij <br />�I <br />Ii ............... . ... <br />\ MH A3 <br />RIM E4 <br />4777,0± <br />MH A3A <br />RIM El <br />4777.0± <br />3' 1 6' 1 3' <br />SOIL BENTONITE BACKFILL <br />4 300 .0t <br />SCALE: 1"=300' <br />IV V_ L- del <br />1. PROFEI•'Y LINES, EASEMENTS, AND ROW TAKEN FROM PRELIMINARY <br />PLAT P OVIDED BY LANDSTAR SURVEYING, INC. <br />2. TESTHOLES APPROXIMATELY LOCATED. <br />LEGEND <br />TH -69 TEST HOLE # & LOCATION <br />L 11 3 114 SLURRY WALL ALIGNMENT & STATION <br />PROPERTY LINE <br />S - SANITARY SEWERUNE <br />1' <br />TRENCH CAP <br />(SELECT MATERIALS FROM <br />TRENCH EXCAVATION) <br />SLURRY WALL CAP DETAIL <br />SCALE: 1 "' =10' I 2I 51' <br />Permit Number —Q 90 <br />- Clas�fj�jnm. <br />Section /Ex n: <br />! Class : evision 1'•'' <br />Class: O Repon C] Ho ffydrGeneral__/_)•__.--_ _ /_._- ___._._._._._._- _._._ -_ ,I <br />Doc Type: <br />❑Application (Coal only) t3 Bond O Enlomement ❑ Inspection <br />V <br />z <br />W <br />JOB NUMBER: <br />Z <br />y 00 <br />19- 0636.024.00 <br />J <br />LL <br />Q O <br />2of3 <br />LLi <br />az <br />I II IIII VIII II III VIII <br />v <br />c) <br />tin OJ <br />0 <br />Qw <br />CI <br />I <br />E <br />Z <br />M� <br />co <br />0 <br />L9 <br />6_ <br />C <br />CM <br />CM <br />o = <br />v <br />°a <br />X <br />U <br />O <br />J <br />IL <br />o' <br />U � ca <br />0 <br />a <br />F- W <br />D cc z <br />a:a /R <br />c D 0 �.1 <br />ZIL <br />V�J <br />Z <br />c <br />J <br />J �j <br />V / <br />.. <br />W <br />Q <br />0 <br />(n <br />Z <br />O_ <br />LlJ <br />Of <br />z <br />0 <br />a <br />rr <br />U <br />W <br />O <br />z <br />PRELIMINARY <br />NOT FOR <br />CONSTRUCTION <br />NLY VALID FOR CONSTRUCTION <br />ORIGINAL SEAL & SIGNATURE <br />ARE ON EACH SHEET <br />PLOTTED: Nov <br />DESIGNED BY: <br />DRAWN BY: <br />CHECKED BY: <br />12,1998 <br />GCC <br />DJH <br />CJH <br />JOB NUMBER: <br />19- 0636.024.00 <br />SHEET: <br />2of3 <br />I II IIII VIII II III VIII <br />v <br />VIII VIII VIII I IIII I III II I <br />