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<br /> . . .E AND A REPEAT OF LOT 3 AND OUTLOT D , SUMMIT VIEW SUBDIVISION LOCATED IN THE SOUTHEAST Z v, O o m o0
<br /> Cl 64.25 \ QUARTER SECTION 5, TOWNSHIP 1 SOUTH , RANGE 69 WEST, OF THE 6TH P. M . , CITY OF LOUISVILLE, I`" C) °0 0o N z m
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<br /> • Outlot 16 I BOULDER COUNTY, COLORADO00
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<br /> 10 �� 2 / ' \ / / ' 14 LINE LENGTH BEARING CURVE RADIUS LENGTH DELTA CHORD BEARINGCHORDL �+1 j J 0 OI
<br /> \ C3 / 15 / / / / �' / L1 5.86 N81'42'56"W Cl 14.50' 30.77 121'35'46" S29'16'37"W 25.31' (f) CC --J
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<br /> ' 15 L2 2.11 N31'31'18"W� �� C2 24.50' 63148'24'14" N15 43 23"W 47.15' V (n
<br /> \ • '� / / 16 / 4 4y 4"ft(, L3 20.00 N31 31'18"W C3 14.50' 22.7890'00'00" S76.31 X16 E 20.51
<br /> \ L4 2.11 N31'31'18"W C4 279.50' 6.11 1'15 07 S00 33 03 E 6.11' O O
<br /> \ Z 1 II / ' ppEET �� \ LO
<br /> L5 5.86 N18'40'24"E C5 279.50' 2.30 0'28'14" S01'24'44"E 2.30' k J
<br /> 11 Z / S�f` ' ,1-15 \ 16 L6 5.85 N81'42'56"W C6 225.00' 3.21 0'49'00" S02.28'24"E 3.21'
<br /> Z \ 17 / ESE / / •'L�, • ', O / L7 2.11 S31'31'18"E C7 4.50' 11.99 152'40'09" N76'15'35"W 8.75' Z
<br /> / ppE / .• y Z \ L8 20.00 S31'31'18"E C8 4.50' 14.14 180'00'00" S89'55'30"E 9.00'
<br /> \ n \ / Tr` ' �\ / • L9 2.11 S31'31'18"E C9 4.50' 2.15 27'19'51" S13'44'25"W 2.13' O
<br /> \ \ / 3 / 1 1, L10 5.85 S18'40'24"W C10 2.00' 6.28 180'00'00" S00'04'30"W 4.00'
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<br /> / \ 8 -< L11 5.86 S18'40'24"W C11 9.00' 5.16 32'50'12" N09'02'37"E 5.09' M,.y
<br /> 12 -'‘ \ 4►212•gft L12 2.11 N31'31'17"W C12 9.00' 5.16 32'50'12" S23'47'35"E 5.09'
<br /> 0 L13 20.00 N31'31'17"W r_,
<br /> �\ / ' \ �o \ / / \ / L14 2.11 N31'31'17"W h+�l
<br /> 8 \ / L15 5.86 S81'42'56"E .■I
<br /> SCALE: 1"=50' \ ♦ / 9 tQ • L16 5.86 N18'40'24"E
<br /> ♦ ♦ iG • L17 2.11 N31'31'17"WEml o
<br /> I I • Tract N �� / / / \ L18 20.00 N31'31'17"W . D /1
<br /> 1 / ,`�8G \ �. 10 / \ L19 2.11 N31'31'17"W D
<br /> - - ��• ‘, / L20 5.86 S81'42'S6"E g 1 9
<br /> - - - / �+. \ \ 15 �• \ L21 6.57 S00'04'30"W m z
<br /> c A 4,212•gft L22 5.67 S52'38'44"W 9 z G•)
<br /> 20.00' 1 G� \ \ � '-- / 14 ei\ to L23 2.22 S00'04'30"W �+ co c . 2
<br /> q y6 .\4 514•gft 6 \ ' / / '.�� \ L24 23.89 S00'04'30"W Q 'I = rn o C
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<br /> / 13 '4 �cp L25 5.79 S53'02'57"E Fi., m 0 md - �� / \ $J . L20 \ L26 37.80 N07'37'28"E O a . 2- m
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<br /> N UTIUTY LOT 1 ,� r �5 / \ 12 / • \\''1,, ,,, \ L27 33.76 S89 55 30 E
<br /> To.00� EASEMENT 01. • '/ 8 © /' ' / ,\5 L28 40.00 S00 04130„W Z 0
<br /> Tract L \ L`.\ ,- \ \tr.),\ c 11 6 5�� \ L29 38.49 N89'55130"W Emil O
<br /> 40; 9 CtQ \ \ � Pc ��' 16 \ L30 37.12 S07 37 28��Wiml
<br /> 1 /\ v4 �a / .. c / 5.4s2•gft L31 22.00 N00 04 30 E Ccc \ L32 22.00 S00'04'30"W M■y
<br /> \ y 10 / \ = / \ L33 76.66 S89'55'30"E
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<br /> \ \ / ' \ \ 17 L34 87.81 N 85.30'10"E III
<br /> SU/1/fj1/T WEI4/ DR/VE t 15 \ / L35 77.49 S89 55 30 E A
<br /> • \ I � A `� a� 25 \ L36 50.85 S89'55'30"E
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<br /> /. -la 14 A \ L37 37.63 N85'30'10"E
<br /> 5 \ \ / ' \ \ L38 S52'30101"W 0'1 "w LEGEND ON SHEET 3 OF RECORDED PLA T
<br /> 13 / Z \ \ \ 18 L39 2.22 S00'04'08"W ® SET 5/8" REBAR W/ALUMINUM CAP STAMPED
<br /> li] ( \ // 3Gt� ¶-- 'v 24 L40 20.00 S00'04'08"W "RMCS LS 34168"
<br /> Q g / '\ I 4 12 ' pt's % L41 2.22 S0004'08"W 0 FOUND 5/8" REBAR W/DB COLLAR
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<br /> \ \ \ L42 5.68 S52'21'45"E • FOUND REBAR
<br /> V i 8 VACATED 30' / / � \ / / m � 5'X10'
<br /> �; UTILITY LOT 3 / / `o 11 / \� WATE- 'E EASEMENT \ 19 L43 22.12 N00'04108"E
<br /> g EASEMENT / \ 16 \ \ \ L44 30.00 S89 55 30 E M �
<br /> ,. FOUND 5/8" REBAR W/ALUMINUM CAP
<br /> / G> >�`�.� 4.212•gft / 1 23 © STAMPED "STADELE LS26300"
<br /> S Tract M / / Z , \ L45 30.00 SO0'04'08"W -4114
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<br /> g 20.040: / \ F ! .t1 •• ' /\ \ \ \ L46 , 30.00 S89'55'30"E REVISED LEGEND:
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<br /> \ \ 17 9� \ \ I L47 30.00 S00 04 08'W ® INDICA TES LOCA TION OF POINTS OF CURVATURE c �,
<br /> --� . j1fl' 0 L48 4.41 N37'37'31"E AND INTERSECTIONS ALONG THE CENTERLINE AND a) 0 0
<br /> 6 - / \ \ OP• I L49 0.66 S0T22'21"E BOUNDARY OF PUBLIC AND PRIVATE ROADS AND W Q a� In
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<br /> 21 I L50 0.66 S07 22 21 E
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<br /> Oa� acres L37 ) ID ti5
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<br /> 83 E 06/ L33 30' CITY SANITARY Q
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<br /> Outlot 14 PASCHAL DR/1/E T L, �I � " 7' ' \ 71.82, 0 18 11.111111111
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<br /> C8 - S / e� 19 r o 74.01:3:1t3-13;
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<br /> 4 4,25 7 + ' 8 I Block 9 , Lot 1 / m IL a. .gft C �
<br /> cco) 40' CITY UTILITY g 3- I _ °h• - _--- z1 f--61 40.00' N82'3731~E
<br /> EASEMENT z / 2 31"E L51 •
<br /> L2 $ os120' CITY WATER EASEMENTS>> N82 37'- if �, 1 7 A - - - - 4 T v EXTENDED EASEMENT TO 3',�e. L �- D
<br /> Tract N r. i T act N S89'S5 52 E - - _ A GON WA
<br /> A aj8 aay 191.75' ae� oa a g ROW) A.1'S0'34� l40.�3 64 • �/ Y/ ' \ S89'55'30' LV 3 N B l o c k 9 , Lot 1 408.32 3 o WATER j.17--
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<br /> R=525.00C4 • _ - _S89.55'52"_E- 1r EASEMENT _ • / y a 0
<br /> �S ~� 383.32' ? BCH 9'03"W = W cn y Q.
<br /> L29 VACATED 30 Tract S J 1 1
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<br /> UTILITY EASEMENT • • • • " N.101111111101111111
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<br /> X90'00 00
<br /> 1 ® \ Tract T R=15.00' DETAIL H m z E •
<br /> 1 2 L=23.56' l rfaC SCALE: 1"=50' 3 Q N y -9 0
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