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1 <br />i <br />N <br />NO11.0181S38 -13M SV9 3O lMWll <br />8' UTILITY AND <br />DRAINAGE EASEMENT <br />THE CLUBHOMES AT COAL CREEK <br />LOCATED IN THE SE 1/4 OF SECTION 18, T IS, R69W OF THE 6TH PRINCIPAL MERIDIAN <br />CITY OF LOU I SVI LLE, COUNTY OF BOULDER, STATE OF COLORADO <br />SHEET 2 OF 2 <br />GRAPHIC SCALE; 1" = 50' <br />10' DRAINAGE 8 UTILITY EASEMENT <br />TYPICAL ALL REAR LOT LINES AS <br />SHOWN <br />S 00'07'08" W <br />0 <br />477.54' <br />8' UTILITY AND <br />DRAINAGE EASEMENT <br />m <br />rn <br />TRACT "M" <br />1136 SQ. FT. <br />CENTER 1/4 CORNER, <br />SECTION 18 <br />FOUND 2 I/2" ALUM. CAP <br />I---1 <br />to 1 <br />01 / <br />1 � <br />o) <br />co <br />I TRACT "L" <br />( 15035 SQ. FT. <br />1 <br />r- EASEMENTY <br />1 <br />cr,1 <br />75.99' - - <br />N /4.03'41 E <br />123.91. <br />55.00' - W <br />7867 SQ. FT. <br />N <br />In <br />(U <br />to <br />CO <br />m <br />/F ..,A. <br />1n <br />1n <br />z <br />co <br />to <br />(J1 <br />2 N <br />chi <br />O 20 m <br />a /$ ( <br />/� <br />'O. <br />IP <br />/cr <br />0▪ I <br />0 1 6836 SQ. FT. 21 /m <br />• 40.46' <br />S 1'23'18" E <br />60.00' <br />8 4952 SO FT. 22 <br />01 Oc <br />S 1'23'16" E \a� <br />I 60.00' <br />5323 SG. FT. 23 <br />N <br />A 1 <br />$ 5'09'37" <br />57.89' <br />(n I 5 964 SO FTMI <br />• <br />m, <br />1 S . 56' '1° E <br />40.00'1� <br />wi <br />0 <br />%DI <br />73.09' <br />a <br />24 <br />\p. <br />18n <br />to <br />IQ <br />43.00' 1 <br />2.71' Ir <br />cci <br />\`m <br />42.00• <br />25 <br />a <br />41. <br />no <br />25' ' <br />r <br />co <br />C) <br />53 <br />r <br />rn <br />25' <br />(n <br />mmrnco <br />o1rn'rrnnc <br />cn A 3 r <br />N z <br />\. <br />26 <br />O <br />1n <br />11) <br />• <br />3.47' <br />45.00_ <br />agoce <br />O <br />111 <br />45_00' <br />U <br />v <br />W <br />tn <br />0 <br />7 rn <br />74 <br />17 <br />0 <br />0 <br />o - L_►324. <br />L=32.80' <br />45.00' <br />tO Co <br />U (1 (A <br />co• co <br />� rn <br />41 <br />16 <br />1) <br />N TAACT "J" <br />1380 SQ. FT. <br />�3' L.33.99. <br />S 1' 23 18" E 10.81' <br />98.24' <br />Ibl <br />6052 SQ. FT. <br />72 1.09'/ <br />S 1'23'18" E <br />ay <br />40.00 <br />(1' <br />AI <br />01 <br />140.00' <br />71 <br />>a0. <br />4)1 <br />NI 70 <br />11.73' <br />\40.00' <br />"' 27 <br />A=00.51'30" <br />co <br />CA) <br />62.35' <br />5030 SO. FT. <br />to <br />1� <br />I� <br />S 1'23'18" E <br />61.19' i <br />10 <br />Iin <br />i`r <br />S i'23'18" E <br />59.12' IN <br />5589 SO. FT.N <br />69 <br />to <br />to <br />S 1' 23' 18" E 4 cMv <br />89�.68' 45.07' <br />t7.00' <br />4983 SO. FT. <br />4 <br />yo 1J <br />R = 75.00' <br />L = I. 1 2' - - --0) <br />88.09' <br />^ry <br />cO <br />O <br />a <br />a <br />v <br />- 1 <br />45.00' <br />-----Z <br />-11 <br />O <br />N <br />0' <br />45.00 <br />0' <br />-71 <br />0 <br />rn <br />Co <br />O) <br />N <br />CO <br />cn <br />45_00_ u, <br />(0J1 <br />N 0 N <br />ix O r <br />0 <br />74 <br />/ <br />g✓g. <br />15 14 <br />U <br />0 <br />O <br />L=47.70' <br />8' UTILITY EASEMENT <br />w <br />cn <br />4 <br />00 <br />_ 1=45.07 _ <br />0 <br />O <br />ai <br />0 <br />O 0 <br />v v <br />45.00r <br />w <br />45.00'"' <br />F• <br />0 <br />N <br />1n <br />0 <br />67 <br />L=45.01' <br />0 <br />75 a <br />13 <br />31_55' 205 <br />01 <br />O <br />W <br />tD <br />F <br />R• <br />0 <br />O <br />'0 <br />0 <br />0 <br />_ �=ase . ae' <br />L=363.72' <br />O <br />0 N <br />in e in <br />45.00' w <br />0 <br />o) <br />1n <br />/ <br />RAF• <br />45.00' <br />0 <br />o <br />0 <br />v <br />0 <br />1A <br />O <br />o- <br />66 <br />w <br />ai <br />1() <br />• <br />0 <br />O <br />v <br />45.00' <br />L=45.10_ <br />0 <br />0 <br />76 (' <br />w <br />cn <br />1n <br />m <br />45.00' <br />4948 SQ. FT. <br />w <br />1n <br />F• 64 RJR• <br />1n <br />co <br />L=17.35' m <br />27.66' <br />=3a <br />L=45.35. <br />1n <br />10 <br />77 \�\6' <br />5168 SQ. FT. <br />• <br />c <br />�1 <br />N <br />(D <br />l` o <br />0 di <br />ul <br />0 <br />1 <br />co <br />11 <br />24.87' <br />f 64.80' <br />v { C.)- •`• <br />'o <br />0 <br />io <br />95.64 <br />60 <br />FT. <br />tit <br />5213 SO . FT <br />61 <br />co <br />03. <br />9 <br />'o <br />0 <br />0 <br />CD <br />c-) <br />Ce <br />\,c.\ <br />vtio <br />40.00 <br />63 <br />C'3e49'o <br />` N <br />28 <br />0 <br />rn , <br />N <br />75.01' <br />TRACT "K" <br />1211 SQ. FT. <br />41.99' <br />S <br />/'G0. <br />4 <br />0.05'17" W <br />10.00' <br />8' UTILITY AND <br />DRAINAGE EASEMENT TRACT "A" <br />9225 SQ. FT. <br />2�85' <br />L=20.14' <br />0= I5.38'41" <br />R = 100.00' <br />L = 27.30' <br />l• :' � ";' : �'� �' • ..: : • L• .,• <br />. . �. ii Via:. 's•r.i..'..:.. <br />PARCEL <br />SE:ONis ''!L?r:G <br />•.it•'�j <br />25.41' <br />0 <br />1x <br />• <br />8' UTILITY EASEMENT <br />S 0"05'17" W 252.72' <br />210.73' <br />CLUB CIRCLE <br />45.00_ <br />O- 0 <br />N O. <br />29 <br />1- <br />L <br />0 <br />V) <br />1A <br />45,00' <br />. �o1 <br />a <br />0 <br />0 <br />ri <br />to <br />45.00_ <br />30 <br />411 <br />0 <br />0 <br />m <br />1n <br />45.00' <br />O <br />0 <br />O <br />v <br />- 45.00' - <br />O <br />0 <br />0 <br />31 ,a <br />on Cr; <br />CO LO <br />o <br />ci <br />cn <br />Cr) • LO <br />CD <br />45.00 <br />cu <br />LO <br />cti <br />En <br />TRACT "If <br />1737 SQ. FT. <br />LO <br />CO <br />45.00' <br />1.74 <br />40.00 <br />I LB <br />CI 4 <br />35 <br />25' 25' <br />tn <br />o <br />co <br />co <br />co <br />45.00 <br />CD <br />co <br />C2 <br />(31 <br />03 <br />tn <br />8 <br />45.00' <br />WA <br />vs <br />CI <br />Lit <br />OCIP <br />GO <br />7344 SQ. FT. <br />59 <br />58 <br />2,1 <br />8' UTILITY AND <br />• DRAINAGE EASEMENT <br />to <br />Ei <br />254 <br />co <br />c) Lit <br />.74 <br />4 <br />cm CD <br />3 <br />CU <br />• <br />CO <br />co <br />00_11'I EASEMENT <br />hsie <br />6616 SO FT • <br />tip <br />49 <br />50 <br />FIS" SI\ 6469.05:4.0'0S:6. FE .Npit;' <br />°I'S SI\ 469.5:4 'S <br />to <br />tv <br />IV <br />5175 SO. FT. gs <br />65.00' <br />55 <br />841 <br />al <br />51 <br />Is <br />40.00 <br />52 <br />53 <br />54 <br />6016 SO. FT. <br />03 <br />CD <br />CD <br />8' UTILITY EASEMENT <br />co <br />ot <br />cn <br />cu <br />45.00' <br />0) <br />co <br />38 <br />CO LO <br />Ca <br />Ca <br />2725 SQ. FT. <br />39 <br />Cr3 CD <br />LC) CD <br />LO <br />45.00' <br />9.0 <br />40 <br />nt <br />no <br />co <br />tg <br />41 <br />72.65' <br />5' MAINTENANCE <br />EASEMENT <br />55.44 <br />ZO <br />in <br />co cn <br />co <br />2 <br />rrs <br />co <br />la tisl <br />lc <br />\ co <br />CD <br />I▪ t - <br />Ca <br />an <br />in <br />in <br />TRACT "E" <br />2002 SQ. FT. <br />4,0 <br />co <br />dim <br />cO <br />ko <br />159.50' <br />EASEMENT <br />TRACT "D" <br />10158 SQ. FT. <br />92.74 <br />TRACT "C" <br />39663 SQ. FT. <br />8' UTILITY AND <br />DRAINAGE EASEMENT <br />53.00' <br />I co <br />4635 SO. <br />tit <br />::Toro:11:11: <br />lo.ov 4:1635 :::0F01,. <br />NA 45 <br />81 <br />/ <br />42 <br />90.06' <br />16, <br />43 <br />44 <br />CD <br />CD <br />17 <br />/4 <br />109.28' <br />CO <br />(41 <br />21) <br />CO <br />25.70' <br />10.00' <br />TRACT "8" <br />29082 SQ. FT. <br />ic-• WEST LINE SW 1/4 SECTION 18 <br />2633.47' <br />10 0 <br />75' PSCO EASEMENT <br />RECEPTION NO. 88347 <br />CENTENNIAL VALI:EY <br />PARCEL 0 <br />PREPARED BY: <br />ROCKY MOUNTAIN CONSULTANTS INC. <br />8' UTILITY AND <br />DRAINAGE EASEMENT <br />S 86'52'09" E <br />37.55' <br />an <br />Zo <br />co <br />co <br />03 <br />R 803.50' <br />60.00 <br />cr <br />12 <br />szi <br />• <br />TRUE POINT OF <br />BEGINNING <br />CURVE DATA TABLE <br />CIAPIE _ARC <br />CI <br />C2 <br />C3 <br />C4 <br />CS <br />C8 <br />C9 <br />C12 <br />C13 <br />C14 <br />25.59 <br />74.85 <br />23.56 <br />4.99 <br />17.81 <br />4.88 <br />20.48 <br />22.80 <br />20.75 <br />12.10 <br />8.66 <br />4.63 <br />24.01 <br />14.14 <br />DELTA <br />• <br />9040'006 SO <br />• <br />15. <br />15.00 <br />15.00 <br />15.00 <br />15.00 <br />15.00 <br />15.00 <br />200.00 <br />15.00 <br />200.00 <br />4.50 <br />TYPICAL LOT LINE <br />POINT OF' COMMENCEMENT <br />S 1/4 CORNER. SECTION 18. <br />FOUND 3" BRASS CAP <br />too <br />