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<br /> 4 o ¢ Final Plat
<br /> ` ' '°, 11 I, - A Part Of The North Half Of The North Half Of
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<br /> Sec tion 7 Township. 1 Sou th Ran e 69 West 6TH P. M.
<br /> CityOf Louisville Count Of Boulder, State Of Colorado
<br /> N1/4 Corner Section 7
<br /> Point Of Beginning FOUND 2 1/2" ALUM. IN RANGE BOX
<br /> - NW Corner Section 7 • MARKED "D & B & CO LS 17664"
<br /> FOUND 3" ALUM. ON IRON PIPE
<br /> I'ti IN RANGE BOX MARKED "CEI 1985 LS 23047" '
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<br /> 1678 49' Centerline South Boulder Road
<br /> �` North Line Section 7 N8929'34"E - - - -
<br /> I • • N8929'34"E _ - --- -- -� - - ��
<br /> 559 75' - - 8 - N8929'34"E N8929'34"E 1011.19' 8 Point Of Beginning
<br /> SOUTH BOULDER ROADSOUTH BOULDER ROAD •�
<br />, ) m Point Of Beginning) g eg •. I? w m° N8979'33"E 971.59 • - - - - _
<br /> N13,7'33'0 N89X9'34"E 309.80' I / 164.21' �hi,1 I Q N89 29'33"E 1010.81' " 75.00' N89'33'13"E 304.1)' i•�
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<br /> ,� ��, Point Of Beginniny� 10 UTILITY �o •;
<br /> �aoo• / � � � - 10 UTILITY
<br /> I! " >\) " 3 ' " // // 3 U L oo I 0 O EASEMENT N y N EASEMENT N 50
<br /> S45 44 14 E ao°o N44'15 53 E / / 0 U TL 0 T B 26,041 sq.ft. I z N N ; �,
<br /> I - 42.92' w pw�, 42.65' 160.00' / / 152,507 sq.ft. Iso.oo' o a $ $ 9 Z N o
<br /> I' Q OUTLOT A 1.�, �, / w 2
<br /> '� 175.00' 00 Np N / / / LOUISVILLE LATERAL OF THE- 10 o te 4C 1 It N : c) 3 :W 49
<br /> L..,,, I il 59,281 sq.ft. w O / SOUTH BOULDER & COAL 2 �. 223,395 S.F. ch won 67,458 N
<br /> (n N w� 4 1 Z : // / CREEK DITCH BOOK 179, PAGE 336 TRACT T D �+ "ccam� o fp, o S.F.
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<br /> I� - w O N8929'33"E / / .360.84' 415.95' N8929'33"E 161.30' ;,, "� BLOCK O y 3 BLOCK 2 �,
<br /> CC Q o $ 20 UTILITY 180.00 ao iV p o 0 48
<br /> W CJ 00 Z N8929'34"E .342.70' EASEMENT / / N127 01.3.W \ .y, S89 3123 W, 0 0 $ N p y
<br /> Lid Q = I 20' UTILITY / / 49.47' ;,. /-- - - - - � - `O 2 S89'31'23"W 1009.41' 75.00' ` S89'31'25"W 305.51' •
<br /> I cc o FL . I EASEMENT �, N BLOCK 1 _ _` I BOOK 1053 / w
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<br /> C 3 g 'O7nE I " IN PAGE 293 / 16 24N______
<br /> CD z o I / 69,714 sq.ft. i "4' CENTERLINE 75128 sq.ft / 20 U I I I 1 9 15 24 34
<br /> Z Q ^ w� N I BY THIS PLAT / . 0 �� EASEMENT 30 171 TRACT `�
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<br /> / / `g+3•3 OF DITCH / /�35' UTILITY 0)
<br /> CC o o o O o �"'f4 120' ROW / / 4 ted+ / / EASEMENT p F
<br /> 1 2
<br /> ° ¢ v V O N I V N8929'33"E / // 390.l7' yet,, ��, / /
<br /> Z 98,919 sq.ft. / �. / /
<br /> ® o NI / / y Yr 29 HILLSBOROUGH WEST SUBDIVISION
<br /> g I 1 ' BLOCK 1 � // // '�� .4 // // I HILLSBOROUGH WEST SUBDII/lS/ON FILING NO. 1
<br /> • Z N � / / 4 �� / 6 FILING NO. BLOCK 3
<br /> N W R i / / t'u'g -1..,„
<br /> /"� / 69,734 sq.ft. `r 3 BLOCK 3
<br /> I \ N v� / // 80,642 sq.ft. '-1 W.A. ���w. 0 /Oi / ^csl 28 I
<br /> ' O A N8929'34T 366.13' • // N4528' 7V 10' U77LITY N0028'37"W `� r 5 ,80' to_
<br /> I 1
<br /> L p -r // / .33.00' EASEMENT 9.0 C9 r S••• �" O 27
<br /> I .0 / (> /C6 50 ROW N89 31'23"E 457.15' N8A 45" C8 • ` •'� (/)
<br /> ' /l h GA TEWA Y LANE N70aa�641"E '014
<br /> 3 a� ,�/ s� 26 c
<br /> V - - - - - � - - - :rs- s- - ` /N70'41'01T
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<br /> / / C7 � 3'� 227.06 N89 3123E 255.54 C17 �,�,,�+ 4.46' 7 Q�
<br /> ►�• / / / 40 65,347 sq.ft. Q
<br /> I r. N 2 UNION RURAL ELECTRIC ASSOC cr '� h J
<br /> h ..i / / / N64'31'23"E 2 UTILITY EASEMENT (FOLLOWS POWERLINE) 4` �E CENTERLINE <0�• 25
<br /> In N 110,791 sq.ft. / / / 39.86'
<br /> I„� ... $ RECEPTION NO. 468375
<br /> j I
<br /> 10' UTILITY / / /�/ 9 93 N (TO BE ABANDONED) .. y�OF DITCH ry rl` LEGEND
<br /> EASEMENT / 1(,"J *O
<br /> N / /� 65,347 sq.ft. ^: g 8 a, \ r bio. �O � a`i +�
<br /> 10' UTILITY ,� • '� ��• it
<br /> `�
<br /> 1.
<br /> A:3. // �' EASEMENT 65,344 sq.ft. f Ts: •f. .%
<br /> � .O 24 ( Oa
<br /> //�• 268' •� (') v ALIQUOT CORNER
<br /> / ii. '.9.
<br /> ,/ / . 417.56' 403.49 86.21 / ry�------_., / �,
<br /> I .b�/ ��• / S89'31 23"W 930 92 mu, / " 71� k 0 FOUND #5 REBAR WI7H PLASTIC CAP
<br /> -- - - 1 ti / I I 12 ,D.• S "MS & M ENGINEERING LS 2432"
<br /> / 4 �� / 4 5 6 7 8 9 10 11 13 14
<br /> 23
<br /> I BLOCK 1,/ooh ��`' / // HILLSBOROUGH WEST SUED/VIS/ON TRACT B • FOUND 1'5 REBAR IM TH CAP "PLS 20671"
<br /> . cc ( \ o\ //�4) Gc, / , OUTLOT C
<br /> LIJ c.)4Z / 5 - // // FILING NO. 1 11,429 sq.ft. 22 A FOUND #5 REBAR WITH CAP "C.E.I. LS 6757" - - - - -
<br /> CO 2 ` N \ /
<br /> o I / / / BLOCK 1
<br /> / GRAPHIC SCALE
<br /> Z • . . N, / / / 3 N43135110"W 100 0 50 100 200 aoo
<br /> CD oZo N / , / 93.82'
<br /> Q W Z `rS , / N54'29'15"W
<br /> 0 Q p C' j ?�, • / / 16.69' ( IN FEET )
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<br /> CC o Opo p` F / // 1 inch = 100 f
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<br /> IN89'J.ro "E� C) '
<br /> 30.00'
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<br /> Point -Of Be inning' CURVE TABLE
<br /> CURVE RADIUS LENGTH CHORD BEARING DELTA
<br /> Cl 260.00' 66.52' 66.34' S47 09 28"E 14'39'34"
<br /> C2 615.00' 108.51' 108.37' S30 27'28"W 1006'34" '
<br /> C3 605.62' 385.87' 379.38' S177 5'33"W 36'30'22"
<br /> C4 200.00' 189.80' 18275' N2778'04"W 5422'22"
<br /> C5 725.62' 462.33' 454.55' N1775'33"E 36'30'22"
<br /> ' C6 375.00' 49.51' 49.48' N86 41'40"W 07'33'54"
<br /> .L.,„
<br /> C7 425.00' 64.36' 64.30' N86'087 8"W 08'40'37"
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<br /> C8 225.DO' 46.39' 46.31' N8337'00"E 11'48'46"
<br /> C9 225.00' 27 59' 27 58' N74'11'49"E 07'01'36"
<br /> . C10 25.00' 18.90' 18.45' N49 01'38"E 43'18'46"
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<br /> I C11 50.00' 77.91' 70.27' N67'08'06"E 8976'57"
<br /> . C12 50.00' 61.91' 58.03' N32'45'05"W 70'56'41"
<br /> C13 50.00' 95.44' 81.60' N5724'17"E 10922'02" •
<br /> CI .'c Ci4 50.00' 8.65' 8.64' N6257'19"W 0954'47"
<br /> C15 25.00' 21.03' 20.41' N8573'18"W 4871'23"
<br /> C16 275.00' 34.66' 34.64' N747 7140"E 0773'19" -
<br /> C17 275.00' 55.76' 55.66' N83'42'52"E 11'37'03"
<br /> • z I C18 725.62' 190.66' 190.11' N27 59'05"E 15'037 7"
<br /> Fc
<br /> • C19 725.62' 92.83' 92.76' N16'4 7'34"E 0779'46" ,
<br /> CE I C20 725.62' 146.19' 145.94' N0721'22"E 11'32'36"
<br /> w c C21 725.62' 32.66' 32.65' N00'17'43"E 02'34'43"
<br /> L1] z
<br /> 2 5 a = C22 605.62' 158.25' 157.80' N06 29'31"E 14'58'1 7"
<br /> C23 605• .62' 227.62' 226.29' N24 44'42"E 2132'05"
<br /> o C24 25.00' 2.13' 2.13' N24 55 56 E 0452 37 GA TEWA Y
<br /> z • ¢ o
<br /> U' o z d
<br /> z ¢ o . Fina/ Plat
<br /> LI o SCALE HOR.1"=100' HURST & ASSOCIATESINC.
<br /> VERT. N/A
<br /> O o d - -
<br /> H! '
<br /> ZI
<br /> DESIGN JJ CONSULTING ENGINEERS
<br /> g DRAWN GDF 3055 47th Street, A-2
<br /> FILE NAME 0962FF Houlder,Colorado 00301 (303)449-9105
<br /> I1 APPROVED JJ JOB NO. 20962 DATE11/12/96 SHEET 2 of 2
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