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<br /> PROPOSED 100 YR /�/
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<br /> z FLOODPLAIN /
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<br /> 106626• •
<br /> `� o z .-y0��� /�- EXISTING 100 YR ��'
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<br /> x Q iW �6�•'S' • • FLOODPLAIN
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<br /> W 4# 0 a ?-_:>'.
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<br /> M I O z ��
<br /> U w �+ 0. l0' Drainage Easement �6�/ Z OUTLOT G
<br /> i 3,438 s.f.
<br /> LOT 122
<br /> PROPOSED 100 YR •,yp�' // '�'s° 15,625 s.f. /
<br /> ii FLOODPLAIN .4)1) /' 99��,•
<br /> lo' Utility Easement
<br /> �h "' s�
<br /> �20�Drainage Easement N89'S6'30"W
<br /> ,� COAL CREEK .� 7r 20.00'
<br /> . . . . .i ,,
<br /> • o� LOT 123 Z ��
<br /> as
<br /> GOLF C O U R S E 20 / 11,284 s.f. „......-/..---Road and Access Easement
<br /> 94 / \ w /gl II I
<br /> I /
<br /> . 1 �5 //14.99' `O �R9. it o, // 69 N28'21'31"W
<br /> g1• i �� �'6.',9 °,,-.
<br /> `��� i ..t-- L IMI TED FUTURE ACCESS
<br /> 27.91'
<br /> i LOT 124 s9 °.;s TO BE DISCOURAGED
<br /> / � 11,621 s.f. s k\ • b
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<br /> CUR VE TA BL E •0 9°r / Ss• � .
<br /> �J / N 75' Goodhue Ditch i o
<br /> N6.5 10-i• .� pS Easement
<br /> CURVE RADIUS LENGTH CHORD BEARING DELTA / 7J 73, By Separafe
<br /> 0169 80.00' 23.59' 23.51' N06'34'12"E 16'53'54" 2J L1, Instrument T„,.___
<br /> � 6$ I cv - I
<br /> 0167 195.00' 85.03' 84.35' N48'35.43"E 24'58'59" r. / // ? .. hg ,Lg6• ,
<br /> C204 195.00' ( 1.89' 1.89' N61'21'51"E 00'33'16" / / g2.
<br /> •
<br /> 0210 120.00' 13.09' 13.08' N47'04'54"E 0614'55" N17•o3'30'E / LOT 125 ��
<br /> 0211 255.00' 67.64' 67.44' N42'36'25"E 1511'52" 50.30' 13,062 s.f. / p !"..../ C240 2 8
<br /> a_ 0212 255.00' •
<br /> 88.46' 88.02' N25'04'12"E 19'52'34" / '1'S . . / 0
<br /> o I 0213 295.00' • 26.77' 26.77' N47'36'21"E 05'12'01" 7> °O. / 29� ;n o
<br /> C214 295.00' 60.05' 59.94' N39'10'28"E 11'39'45" I ?9�R+ -1✓ �^�6 /�// rn r-> -tr2
<br /> .1 - C215 295.00' 45.07' 45.03' N 28'57.57"E 08.45'17" 11 I
<br /> c5 0204/ 110� ,• �6 M r
<br /> m ui C216 295.00' 59.92' 59.82' N18'46'09"E 11'38'19" N08'03'30'E /� / o
<br /> Z2 5 a 0217 255.00' 9.71' 9.71' N14'02'27"E 0210'55" 35.40' q '1' LOT 117 0 1
<br /> C218 80.00' 8.72' 8.72' N47'04'54"E 06'14'55" ( LOT 126 , O 0
<br /> f/ 12,519 s.f.
<br /> a C219 200.00' 39.35' • 39.28' N50'34'01"E 11'16'18" 9,924 s.f. / /
<br /> m = C220 15.00' 26.26' 23.03' No6'03'14"E 100'17'52" I I I • /� ti
<br /> (D 0 z 'Q C221 114.00' 82.18' 80.42' N12'51'16"W 41'18'19" '��gyp• : : SIGHT DISTANCE
<br /> ', m 0222 74.00' 103.32' 95.13' N04'05'50"W 79'59'44" I / �0 s I
<br /> •
<br /> EASEMENT
<br /> o `b 0223 15.00' 23.53' 21.19' N89'01'53"W 89'52'22" ( N84;57'30"E 51-'/ LOT 116 �'.�F Vis.
<br /> . 0224 150.00' 29.51' 29.46' N50'34'01"E 11 16'18" W o 49.23' X61 ry•
<br /> �G 11,074 s.f. ,
<br /> o W d C225 200.00' 35.50' 35.46' N51'07'03"E 10'10'14" / ah
<br /> [r O 5' Roadway S'R Gry' I '
<br /> a C226 114.00' 55.91' 55.36' N21'50.58"E 28'06'07" V1 /
<br /> Q of C228 50.00' 85.52' 75.47' N49'03'19"E 97'59'38" 0s ' h , Ea,,
<br /> t �nt ,�A 6�
<br /> g 0229 15.00' 13.62' 13.16' N72'02'32"E 52'01'12" . vco
<br /> . Grl� \ •9� O, / EAST LINE W 1/2 SW 1/4
<br /> Cl C229A 200.00' 58.12' 57.91' N44'13'30"E 16'38'58" 0, 10' Utility F 'I
<br /> -i c, Easement / ' �� (- / SECTION 17
<br /> C230 160.00' 54.26' 54.00' N50'18'22"E 19'25'52" .4 p ri 1y / 4)'h� .i�`L/ 3
<br /> C231 160. 13.10' 13.09' N3814'43"E 04'41'24" OUTLOT H �p 'o /v. (tyP) E G`1 e
<br /> I C232 • 12 .00' 125.59' 119.93' N30'02'24"E 59'57'47" 1,468 s.f. �� // LOT 115 0\,� K L U B E R T
<br /> C233 0.00' 83.72' 79.96' N30'02'24"E 59'57'47" Golf Course & Ditch 4' / S `L�a X60 9?� o M
<br /> C234 155.00' 72.63' 71.97' N 26.22'27"E 26'50'55" S)• 12,735 s.f. G c:,
<br /> N
<br /> 0235 155.00' 59.09' 58.73' N50'43'11"E 21'50'35" Maintenance Access V / p6', 18', / rV / W A R E M B 0 U R G •
<br /> C237 114.00' 21.07' 21.04' N38'48'04"W 10'35'17" % // •,;'J. OSP /692 /
<br /> C238 200.00' 26.08' 26.06' N56 17'08"E 07'28'18" 0 = 5012'57* / , �, 5.81' �.,� �,, . / 4n
<br /> 0240 25.00' 51.67' 42.95' N59'09'01"W 118'25'01" R = 125.00' N39'27 04 E ;, 4 G`1
<br /> C241 275.00' 178.82' 175.68' N31'34'40"E 3T15'22" L = 110.28 . 44.47 / '/ LOT 114
<br /> C242 •
<br /> 94.00' 131.24' 120.84' N04'OS'50"W 79'59'44" Ch=N64 43 31 E CL of 50' NORTHERN
<br /> 0243 175.00' 31.06' 31.02' N51'07'03"E 10'10'14" 106.74' I 13,088 s.f. 50� / LOT 121 NATURAL GAS
<br /> C244 180.00' 75.78' 75.22' N47'57'39"E 24'07'16" i� ' �/ 18 21O s.f. EASEMENT,� C245 100.00' 104.66' 99.94' N 30.02'24"E 59'57'47" � I A / // S / �" 25' Rec. #519804
<br /> C246 175.00' 148.72' 144.28' N37'17'44"E 48.41'29" "O '.o.k S9 142• SF 2s' f
<br /> C247 195.00' 78.80' 78.27' N24'31'37"E 23'09'15" S89'56'29. / 7g4 Jsry /'S`�' •o�Ir Grp? 7 ds�
<br /> J F c ,
<br /> C240A 175.00' 34.43' 34.37' N50'34.01"E 11'16'18" 20.00 I cv -. I 8 8 J ,
<br /> C248 100.00' 49.50' 48.99' N14'10'46"W 28'21'31" •
<br /> o / / '`)37-7F\ /
<br /> C248A 100.00' 10.91' 10.90' S47'04'54"W 06'14'55" - •
<br /> /`•� IN o/ LOT 113 a.. v1. � o?°
<br /> o / N I 11,515 s.f. ,� 7 LOT 120 /`�
<br /> ?� o -r LOT 100 I / I Q' / 11,162 s.f.
<br /> of I r
<br /> 0 10,667 s.f. • ^ ` /
<br /> \..///
<br /> / Bch
<br /> • I N l ^�, Temporary `�
<br /> -= F=---10' Drainage / N /P.
<br /> Q. / Cul-de-SaC /
<br /> Easement I / '66 j ��, ,` c� % Easement /
<br /> w---- J N89'56'29"W Q / 105258 F p` 1� SR, By separate
<br /> J w 110.28' II •53' / �a \J pi
<br /> v. If-
<br /> -17' instrument /4, 0.1k
<br /> Limited Future Access
<br /> V
<br /> / Q o 11.03' � G // / %
<br /> m Ili
<br /> " O o LOT 99 / I co o/ LOT 112 J LOT 119 S,
<br /> • 4 0 I 7,918 s.f. / �, P\', Co ,876 s.f. o' 6� /� f
<br /> Q h o, �, Ti� ' Q' �, 9,883 s.f. / a
<br /> z J /r7
<br /> 00 s
<br /> /ti
<br /> r.
<br /> • 6.30' •• / / I l� lre' / / _ / G, '► Temporary
<br /> a m N20 05 20 E I 0N o� Rei y /4, �� / �h Cul-de-Sac
<br /> 30.34' °` N> / / . S87'17'22"E v � F �h �6 , Easement
<br /> Cc W 12o 0'01' / / s / do By separate
<br /> Re E ,F N g8S028"Jy 92.25' 0222 0• 0229 instrument
<br /> 4 aCC a COAL CREEK 141 0 ,� N LOT118 �,. /
<br /> o •A �� / N LOT 111 0221
<br /> 10 / 8,406 s.f. 8,522 s.f. /
<br /> / / / / /
<br /> z ;� GOLF COURSE •�� �/ LOT 98 /
<br /> N 03 / 7,645 s.f. / 5' Roadway I \\ /� ,
<br /> = Easement ti 0� 20 Emergency Access
<br /> /� t \ C223 �'1' �`o /O� ,
<br /> ' tis / ^� (m)
<br /> \6\
<br /> / ��o Co
<br /> Easement
<br /> It2 23.38' 9SJ2�S. S88'24'49"E \ •k5' ti A /
<br /> X03�00V. _50 1` / •00. h' // 134.49' �� �� • / W6. /
<br /> ,....0S.5
<br /> LOT 97 Ao /
<br /> N6 55 6� / 6 333 s.f. (ry `' / /
<br /> LOT 110 c2•37 0� ss s•
<br /> r� / / 2`��. v 10' Utility 10,914 s.f. 0220 �. A�R�� ,�°^ /
<br /> I �.� 9 °'� // // Easement
<br /> // Z LOT 96 f'��CS) ti / // s65, / G�•� •• /
<br /> `��. 7,498 s.f. . // �� 1 s 2 p, \,,'L
<br /> �O °�. �` / 24 SS. F S$ 1- /" �g CL of 50' GAS /
<br /> �� `c�, // 1° / �'� Rec. #5 9804
<br /> / 'S ,, LOT 109 EASEMENT /
<br /> PROPOSED 100 YR / �� • •
<br /> , 2.34' /�°c6 0�, V 7,980 s.f. / / /
<br /> FLOODPLAIN oo / ti\ Gti` ,s-,v
<br /> �^P S y1
<br /> LOT 95 7,19 A / •�ti �. h ��, • /
<br /> // N �.O �h0��1 / 96,`SSS / 1,\ / •O
<br /> • <� // ��� G`�Arviik °�o aoP/ ..> %.14
<br /> SF 3.51'4�9 ��6 � R <1Z
<br /> �� .01' / WEST G A S C 0.
<br /> ,, LOT 108 , P ••\��. S►� /
<br /> N43-57'26"E 4;\ 6'
<br /> \ 7,947 s.f. P /
<br /> 146.67' �4 S / G��O G 1• /
<br /> rL N sr\ 20'Oroinage , 7 /
<br /> j 8• i
<br /> 50' ROAD
<br /> ""[. ¢ / \�p�•9,S�s�Easement /�� / OUTLOT F / EASEMENT
<br /> ��/ \. F �/ GrL� / 26,297 s.f. Rec. #075113 GRAPHIC SCALE
<br /> LOT 107 �p :014; �,� / so 0 2s so loo zoo
<br /> Z as 8,346 s.f. ���. / / COAL CREEK RANCH
<br /> J EXISTING iob YRCM
<br /> �, /.ffOS. �D6 / /23 ¢ 04=z • '� FLOODPLAIN. 8S 1 ( IN FEET ) FILING 4Lo z �� �ot9 J �`� h I / 1 inch = 50 ft.�os ' / N89"58'S8'W 100.28' �. / - I NA L PLA T
<br /> a
<br /> BE• © p LOT 106 /
<br /> ® '� f�/
<br /> MARTIN SCALE VERT n/a5 ••• ::: HURST & ASSOCIATES, INC,
<br /> Q / 4 I DESIGN JJ CONSULTING ENGINEERS
<br /> CAD
<br /> ZFILE WN / :`: : :"`'
<br /> Boulder, Colorado 80301 (303)449-9105
<br /> /
<br /> EXPLORATION I ORA NAME015FP3X 3055 47th �� A 2
<br /> APPROVEDJJ JOB No2020--15 DATEO8/25/92 SHEET4 of 4
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