Laserfiche WebLink
X <br />m <br />rn <br />rn <br />rn <br />o- <br />N <br />0 <br />0 <br />r <br />0 <br />G <br />0 <br />a <br />NW CORNER <br />SEC 19 <br />I <br />I <br />I <br />I <br />I <br />I 20' DRAINAGE EASEMENT --► <br />C.M.R. INC. <br />I , <br />I , <br />I <br />I <br />I , <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />-------------- <br />' <br />I <br />LOT B <br />I <br />I <br />i <br />LOT A 8 <br />IHFE PROPERTY TH -4 <br />I <br />I <br />I <br />I' <br />I <br />II <br />I <br />I <br />I <br />I <br />I� <br />I <br />II <br />� I <br />I <br />I ; EXISTING 60.00' R.O.W. <br />Q II <br />APPROXIMATE LOCATION <br />OF EXISTING WETLANDS <br />O <br />I I <br />N I� <br />w <br />/30.0' R.O.W. EASEMENT <br />NORTH WELD COUNTY WATER <br />I <br />II <br />-ITH -1 <br />I <br />z .l <br />I I <br />O <br />U r <br />TH -13 <br />S T A T H I G H W A Y 3 9 2 <br />L1I <br />f- 10' PUBLIC SERVICE COMPANY <br />UTILITY EASEMENT <br />I <br />x <br />� 24 25 <br />e <br />TH -5 ; <br />APPROXIMATE C <br />WASH PLANT <br />w � <br />\V \1/ <br />W <br />\V W <br />I I MH A19 \ _ ' - 17 <br />Q 1 I RIM EL � 20 <br />+ I 4783.0± MH A18 r 19 16 <br />RIM EL /TH! G 19 <br />4786.4± <br />v 59 60 <br />L' <br />Q) <br />1 ITH <br />i41 7s <br />is 01 0 24 ' -'J <br />B 21 25 <br />21 <br />oER & <br />TION <br />rn <br />I ♦ " 50 <br />® • 6 ® " <br />6\ 19 24 23 <br />22 EASEMENT BY FIELD <br />L O(ATE <br />HOFFNER <br />LA POUDFIE <br />GRAVEL PIT <br />6L <br />ROTH <br />I <br />I <br />04 J 4U u� OJ `gin ♦ on n <br />0 18 1J_l VY <br />2. 20 21 ' TH -7 0) <br />ce <br />N 20 <br />TH -14 PI) H17 <br />M <br />fi <br />E <br />NE CORNER SEC 19 <br />11 <br />II <br />II <br />I <br />I <br />I <br />I <br />II <br />II <br />I <br />I <br />HOEH14E <br />II <br />I <br />I <br />I <br />I <br />I <br />11 <br />I 1 <br />I <br />' 0 100 200 400 <br />II <br />I <br />SCALE: 1"=200' <br />1 <br />I <br />I <br />NOTES <br />1. PROPERTY LINES, EASEMENTS, AND ROW TAKEN FROM <br />PRELIMINARY PLAT PROVIDED BY LANDSTAR SURVEYING, INC. <br />I <br />I 2. TESTHOLES APPROXIMATELY LOCATED. <br />11 <br />I <br />I <br />LEGEND <br />II <br />SIMPSON TH -60 TEST HOLE p & LOCATION <br />I <br />t I 12 ti 3 SLURRY WALL ALIGNMENT & STATION <br />I <br />PROPERTY LINE <br />I <br />- ` - - SANITARY SEWERUNE <br />I <br />I DEPTH TO BEDROCK <br />15 <br />tl 9 DEPTH OF TRENCH <br />II <br />I <br />SINCLAIR HIGH PRESSURE GAS J <br />LINE APPROX BURY DEPTH-"2-4 FT o ; °J <br />TH -8 e ° <br />LD MI6 <br />l <br />1 I9 <br />a <br />I MH A17 <br />MH A16 7 - -- <br />�] RIM EL �. RIM EL _ - - - -__ _ - = - - - -1 - -� - -- �� -- <br />1 4788.0± - -- -_� -- - <br />J - - - \ +783.3± 5, 20 18 18 19 21 1 <br />- - - - -- - - - TH -3 -r.. ° <br />SANITARY SEWER ;" -� 23 <br />W 1/4 CORNER I TEMPORARY BENCHMARK ON NE �(/� EASEMENT <br />SEC 19, T6N, R67W1 WINGWALL OF BRIDGE STAMPED RED . / . i ; ; RI Al2 " <br />FD 3/4" PIPE NO CAP LARIMER COUNTY #38613 \ _ MH A13 4781.0± \ <br />ELEV= 91.77" RIM EL <br />#6 REBAR W/ CAP RIVERS MH A14 4781.0± <br />LS # 1 7662 RIM EL 1 1 /T <br />I MH A15 4781.8± 1 <br />i MH All <br />RIM EL <br />I <br />RIM EL <br />I � 4782.0± 4781.4± <br />I � , <br />AS -BUILT SLURRY <br />(n <br />RIM EL 19 <br />20 n <br />WALL ALIGNMENT <br />?3 <br />N 20 <br />F -- <br />> <br />(n <br />,9 <br />COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST <br />LLJ <br />' WESTWOOD SUBDIVISION <br />4777.7± <br />20 <br />E 1/4 CORNER <br />22 <br />zo <br />SEC 19, ToN, R67W <br />NORTH 89'57'16" EAST 1,240.20 FEET; THENCE SOUTH 00'53'56" WEST 899.24 FEET ALONG THE WEST <br />pe - 9. -090 <br />OF SLURRY WALL OFFSET <br />,4 <br />'J <br />FD #6 REBAF; <br />clan <br />SeCbpn- L _ _ _ _ _ _ _ _ -._.- <br />- - <br />5' FROM PROPERTY LINE <br />21 <br />21 <br />W 3 4" ALIIM CAP <br />/ / <br />z <br />I I Class'. Rvision l <br />NORTH 89'06'04" WEST 57.32 FEET TO A POINT ON THE CENTERLINE OF SAID SLURRY WALL AND THE <br />a <br />~ <br />O /__ <br />\ <br />t3 <br />CL <br />I I, ClassS0 Report O H ro O eneral <br />MH A6 <br />6 <br />15 <br />18� <br />1 6.5' <br />ROW EASEMENT <br />I _Doc Type:------- - - - - -- --- - - - - -- ---- - - - <br />DApplication (Coal only) O Bono O Enforcement ❑Inspection <br />� <br />MH <br />AB <br />In <br />' <br />i %' R M E <br />A SLURRY WALL CENTERLINE SITUATED IN SECTION 19 TOWNSHIP 6 NORTH RANGE 67 WEST OF THE <br />- - - - <br />I _ <br />I OF SLURRY WALL <br />v`1 <br />------ <br />- - <br />OFFSET 25' FROM <br />EAST 116.81 FEET; THENCE SOUTH 01'34'06" WEST 113.87 FEET; THENCE SOUTH 0059'40' WEST 310.28 <br />/� -- -_ <br />s OF SAN SEWER <br />e� <br />19 <br />MH A5 %� <br />I RIM EL <br />EASEMENT TH -9 <br />L MIH <br />E4 <br />4777.0± <br />THENCE SOUTH 0005'50" WEST 425.88 FEET; THENCE SOUTH 04'59'45" WEST 110.04 FEET; THENCE <br />4778 RIM <br />4777.81 <br />19 <br />31 <br />-_ 0 ?9 <br />10 3 <br />I <br />'S <br />RIM EL <br />I 4777.0± <br />I <br />n 7___ 28 <br />27 <br />26 � ie <br />2~` � 25 <br />19 �- <br />MH A9 <br />Vz U 8 <br />�Fm <br />,o <br />c z <br />~ �aR <br />co Qz <br />W <br />�zruW <br />Z 0 <br />H �m <br />z m <br />cm <br />O <br />2 C <br />O ` <br />o U <br />Z cl) <br />J <br />(L Q <br />C <br />�o 0 <br />V 06 <br />OHZ <br />p <br />D CC Z <br />woo <br />� J <br />Z aa <br />V�J <br />Z <br />cr <br />_J <br />.. <br />w <br />0 <br />I <br />I I I I <br />I I I I MH A10 <br />\ RINI EL 4779.8± <br />1 i <br />+25' MIN. 15' MIN. <br />CONFINEMENT PERM F- MAINTAIN SLURRY LEVEL WITHIN 1' <br />WHERE NECES:ARY O GROUNO SURvAUE <br />BACKFILL I` <br />MIXING AREA SURFACE PROPERTY LINE, FENCE OR <br />OTHER CONFINING STRUCTURE <br />=CLAZ % <br />0 6 ° <br />o_ c G.W.L. VARIES - - <br />�. BENTONITE SLURRY. <br />o. <br />Q <br />SAND & GRAVEL <br />00� <br />3' MIN. <br />/ TRENCH BOTTOM KEYED INTO <br />CLAYSTONE BEDROCK (3' MIN.) <br />SANDSTONE <br />TONE (4R M MIN.) <br />UNDISTURBED NATIVE MATERIAL <br />TYPICAL SLURRY WALL CROSS SECTION MAY BE ADJUSTED BY FIELD ENGINEER. <br />(PRIOR TO BACIa=1LL) <br />0 5' 10' <br />CCAI F• 1 " =10' I I I <br />RIM EL <br />47778± <br />3' <br />GRANULAR <br />SOIL BENTONITE BACKFILL <br />6' 1 3' <br />TRENCH CAP <br />(SELECT MATERIALS FROM <br />TRENCH EXCAVATION) <br />SLURRY WALL CAP DETAIL <br />SCALE: 1"=10' I 2 i5 5 <br />L <br />4780.8± <br />6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY <br />(n <br />RIM EL 19 <br />20 n <br />?3 <br />N 20 <br />F -- <br />> <br />(n <br />COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST <br />LLJ <br />4777.7± <br />QUARTER OF SAID SECTION 19, WHENCE THE NORTHEAST CORNER OF SAID SECTION 19 BEARS <br />22 <br />NORTH 89'57'16" EAST 1,240.20 FEET; THENCE SOUTH 00'53'56" WEST 899.24 FEET ALONG THE WEST <br />LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 19; THENCE <br />21 <br />21 <br />SLURRY WALL CENTERLINE ALIGNMENT LEGAL DESCRIPTION: <br />z <br />NORTH 89'06'04" WEST 57.32 FEET TO A POINT ON THE CENTERLINE OF SAID SLURRY WALL AND THE <br />~ <br />\ <br />POINT OF BEGINNING; THENCE ALONG SAID SLURRY WALL CENTERLINE, SOUTH 70'53'16" EAST 25.51 <br />CL <br />i <br />�I <br />MH A6 <br />FEET; THENCE SOUTH 10_'39'09' EAST 31.92 FEET; THENCE SOUTH 00'12'2.3" EAST 147.68 FEET; THENCE <br />� <br />MH <br />AB <br />In <br />.a <br />i %' R M E <br />A SLURRY WALL CENTERLINE SITUATED IN SECTION 19 TOWNSHIP 6 NORTH RANGE 67 WEST OF THE <br />00'29'13" WEST 104.82 FEET; THENCE SOUTH EAST 105.35 FELT; THENCE SOUTH 00'00'47" <br />v`1 <br />I <br />I I I I <br />I I I I MH A10 <br />\ RINI EL 4779.8± <br />1 i <br />+25' MIN. 15' MIN. <br />CONFINEMENT PERM F- MAINTAIN SLURRY LEVEL WITHIN 1' <br />WHERE NECES:ARY O GROUNO SURvAUE <br />BACKFILL I` <br />MIXING AREA SURFACE PROPERTY LINE, FENCE OR <br />OTHER CONFINING STRUCTURE <br />=CLAZ % <br />0 6 ° <br />o_ c G.W.L. VARIES - - <br />�. BENTONITE SLURRY. <br />o. <br />Q <br />SAND & GRAVEL <br />00� <br />3' MIN. <br />/ TRENCH BOTTOM KEYED INTO <br />CLAYSTONE BEDROCK (3' MIN.) <br />SANDSTONE <br />TONE (4R M MIN.) <br />UNDISTURBED NATIVE MATERIAL <br />TYPICAL SLURRY WALL CROSS SECTION MAY BE ADJUSTED BY FIELD ENGINEER. <br />(PRIOR TO BACIa=1LL) <br />0 5' 10' <br />CCAI F• 1 " =10' I I I <br />RIM EL <br />47778± <br />3' <br />GRANULAR <br />SOIL BENTONITE BACKFILL <br />6' 1 3' <br />TRENCH CAP <br />(SELECT MATERIALS FROM <br />TRENCH EXCAVATION) <br />SLURRY WALL CAP DETAIL <br />SCALE: 1"=10' I 2 i5 5 <br />L <br />4780.8± <br />6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY <br />(n <br />DESCRIBED AS FOLLOWS: <br />> <br />COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST <br />LLJ <br />QUARTER OF SAID SECTION 19, WHENCE THE NORTHEAST CORNER OF SAID SECTION 19 BEARS <br />EC <br />NORTH 89'57'16" EAST 1,240.20 FEET; THENCE SOUTH 00'53'56" WEST 899.24 FEET ALONG THE WEST <br />LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 19; THENCE <br />Z <br />O <br />NORTH 89'06'04" WEST 57.32 FEET TO A POINT ON THE CENTERLINE OF SAID SLURRY WALL AND THE <br />~ <br />POINT OF BEGINNING; THENCE ALONG SAID SLURRY WALL CENTERLINE, SOUTH 70'53'16" EAST 25.51 <br />CL <br />FEET; THENCE SOUTH 10_'39'09' EAST 31.92 FEET; THENCE SOUTH 00'12'2.3" EAST 147.68 FEET; THENCE <br />� <br />SQUIH UU 0%;/ CI%SI .39/.'J! :­ Z`I; IHONICE V.ili'i \,.i lJ' 'WEST • 22 FIC:!; <br />JO1'28'58' <br />00'29'13" WEST 104.82 FEET; THENCE SOUTH EAST 105.35 FELT; THENCE SOUTH 00'00'47" <br />v`1 <br />EAST 116.81 FEET; THENCE SOUTH 01'34'06" WEST 113.87 FEET; THENCE SOUTH 0059'40' WEST 310.28 <br />FEET; THENCE SOUTH 0031'28° EAST 105.91 FEET; THENCE SOUTH 0747'02' WEST 108.63 FEET; <br />THENCE SOUTH 0005'50" WEST 425.88 FEET; THENCE SOUTH 04'59'45" WEST 110.04 FEET; THENCE <br />ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 89.54 FEET, A <br />CENTRAL ANGLE OF 81'53'29", AND A CHORD THAT BEARS SOUTH 56'53'24" WEST 117.36 FEET) A <br />z <br />DISTANCE OF 127.98 FEET; THENCE NORTH 84'32'29" WEST 37.92 FEET; THENCE NORTH 7037'29" <br />WEST 93.67 FEET; THENCE NORTH 64'54'39" WEST 121.89 FEET; THENCE NORTH 71'31'13" WEST 85.20 <br />FEET; THENCE NORTH 75'16'20" WEST 191.37 FEET; THENCE NORTH 7751'15" WEST 316.10 FEET; <br />THENCE NORTH 74'11'49" WEST 100.38 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT <br />(SAID CURVE HAVING A RADIUS OF 268.94 FEET, A CENTRAL ANGLE OF 61'30'29", AND A CHORD <br />THAT BEARS NORTH 4705'26' WEST 275.05 FEET) A DISTANCE OF 288.71 FEET; THENCE NORTH <br />21'45'35" WEST 81.52 FEET; THENCE NORTH 19'26'18" WEST 72.99 FEET; THENCE ALONG THE ARC OF A <br />CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 56.15 FEET, A CENTRAL ANGLE OF 74'24'39", <br />AND A CHORD THAT BEARS NORTH 56'37'34" WEST 67.90 FEET) A DISTANCE OF 72.92 FEET; THENCE <br />SOUTH 88715'27' WEST 78.81 FEET; THENCE SOUTH 8454'22" WEST 85.51 FEET; THENCE NORTH <br />08'00'03" WEST 73.10 FEET; THENCE NORTH 01'57'32' WEST 159.58 FEET; THENCE SOUTH 89'32'15" <br />WEST 32.34 FEET; THENCE SOUTH 0751'39" WEST 173.12 FEET; THENCE SOUTH 6003'03" WEST 112.53 <br />FEET THENCE SOUTH 85'16'27" WEST 307.35 FEET; THENCE SOUTH 86'17'33" WEST 212.61 FEET; <br />RECEIVED <br />THENCE SOUTH 8740'03" WEST 103.58 FEET; THENCE NORTH 8860'30" WEST 76.57 FEET, THENCE <br />ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 76.44 FEET A <br />CENTRAL ANGLE OF 83'53'57", AND A CHORD THAT BEARS NORTH 4755'34" WEST 102.20 FEET) A <br />DISTANCE OF 111.93 FEET; THENCE NORTH 0826'45" EAST 44.21 FEET; THENCE NOR1•- 01'20'68" WEST <br />JAN 21 2000 <br />36.66 FEET; THENCE NORTH 03'57'29" EAST 274.22 FEET; THENCE NORTH 0824'20' EAST 241.10 FEET; <br />THENCE ALONG THE ARC OF A CURVE TO THE RIGHT SAID CURVE HAVING A RADIUS OF 59.50 FEET, A <br />CENTRAL ANGLE OF 8224'34 ", AND A CHORD THAT BEARS NORTH 6821'19" EAST 78.39 FEET) A <br />iC01 <br />DISTANCE OF 85.58 FEET; THENCE SOUTH 78'27'28" EAST 150.11 FEET; THENCE ALONG THE ARC OF A <br />PLOTTED: Jul 6,1999 <br />CURVE TO THE LEFT 6SAJD CURVE HAVING A RADIUS OF 202.63 FEET, A CENTRAL ANGLE OF 24'05'50", <br />AND A CHORD THAT EARS NORTH 7933'49" EAST 84.59 FEET A DISTANCE OF 85.22 FEET; THENCE <br />NORTH 6014'50" EAST 137.99 FEET; THENCE NORTH 65'52'21 EAST 67.65 FEET; THENCE NORTH <br />DESIGNED BY: GCC <br />2724'57' EAST 28.23 FEET; THENCE NORTH 13'24'58" WEST 190.75 FEET; THENCE NORTH 1833'49" <br />DRAWN BY: DJH <br />WEST 57.68 FEET; THENCE NORTH 13'52'19" WEST 171.95 FEET; THENCE NORTH 05'29'20" EAST 87.23 <br />FEET; THENCE NORTH 11'42'25" EAST 108.03 FEET; THENCE NORTH 0710'26" WEST 205.50 FEET; <br />CHECKED BY: CJH <br />THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 63.94 FEET, A <br />JOB NUMBER: <br />CENTRAL ANGLE OF 6642'11 ", AND A CHORD THAT BEARS NORTH 3812'54" EAST 70.31 FEET A <br />DISTANCE OF 74.44 FEET; THENCE NORTH 78'53'49" EAST 34.53 FEET; THENCE NORTH 83'14' 4" EAST <br />19- 0636.024.00 <br />19.03 FEET; THENCE NORTH 88'21'00" EAST 88.57 FEET; THENCE SOUTH 8744'22" EAST 95.20 FEET; <br />THENCE NORTH 8955'09" EAST 546.84 FEET; THENCE NORTH 88'57'09" EAST 285.07 FEET; THENCE <br />SOUTH 89'57'17' EAST 250.49 FEET; THENCE SOUTH 89'34'00 EAST 300.35 FEET; THENCE NORTH <br />8918'29" EAST 200.68 FEET; THENCE SOUTH 88'46'55" EAST 97.62 FEET TO THE POINT OF BEGINNING. <br />PLATE 1 <br />