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I <br /> , _ , <br /> .,. <br /> A FINAL PLAT <br /> !t. FOR <br /> ,, <br /> ti T-' <br /> CENTENNIAL VALLEY PARCEL H THIRD FILING <br /> t 414 <br /> t gv ¢1 <br /> A REPLAT OF LOT 1, CENTENNIAL VALLEY, PARCEL H, SECOND FILING <br /> I � ' LOCATED IN A PART OF THE SOUTH ONE-HALF OF <br /> . �'' A=81 °50'45" <br /> R=71 .15' <br /> TRACT A L=101 .63' SECTION 18, T. 1 S., R. 69 W., OF THE 6TH P.M. <br /> DEDICATED BY CENTENNIAL VALLEY <br /> LOT 1A PARCEL H SECOND FILING - 1)./,- <br /> NN <br /> CITY OF LOUISVILLE, COUNTY OF BOULDER, <br /> _ -(1.40A7 <br /> „ , <br /> STATE OF COLORADO <br /> ,�. \ 20,f:::4 r___ .-- ___, <br /> s6 ,2 , `� SHEET 2 OF 2 <br /> / /?4' 444/ 76 s 30,, <br /> °� / / \3\0 \4F)OSC,q 9 73' 4 30' DRAINAGE <br /> 1 \ RF/ <br /> pFp��TY p\Nod SF EASEMENT <br /> o , / TipNFqS \ 7S/SO- <br /> /°4 '41S S63 25 30 E <br /> 4/ /114"ANT 9�k 47.65' <br /> 0) I -,`,91\.> \ <br /> A 1 LOT 1A \ \ <br /> '.. / <br /> 73,117 SQ. FT. \ 1 S63., <br /> co cal \ / OR 1 .68 ACRES \ `32 <br /> 4 7s 4 7s \ v 5 301' <br /> 9 <br /> Z <br /> Z <br /> **1 \ / 7\ 0 <br /> 0 ' 20' LANDSCAPE SETBACK / , 'c'/ \ <br /> o ' \ / RECEPTION No. 1549439 ° A=08°06'15" LINE BEARING DISTANCE <br /> T. <br /> 1 <br /> \ S33 46 37 W R=933. 50' L1 N17°30'26"E 20.00' <br /> / 24' PERMANENT ACCESS & � � L 132.04 L2 S72°29'34"E 45.50' <br /> \ )( <br /> UTILITY EASEMENT \ \ <br /> =08 05'1\1 ", ' \ / DEDICATED BY THIS PLAT \ N L3 S62°18'08"E 92.68' <br /> R=175.53 / / c3 �n' ° , , <br /> L-253.42 ' ' X77 'TL4 N27 41 52 E 10.29 <br /> / 30' LANDSCAPE & UTILITY EASEMENT / /� S7 �Q9N-701, <br /> A=O1 °46'49" L5 S62°18'08"E 19.14' <br /> RECEPTION No. 1549439 <br /> ,' > OX �6c'6' S \0 R=933. 0' L6 S27°41'52"W 30.29' <br /> / / �� ,0 ��,pQ L=29.00' <br /> `\ ' ' 1---- <br /> 1 Z-2 s,, FS �.• L7 N62°18'08"W 110.03' <br /> J 20' UTILITY EASEMENT / / 24' TEMPORARY <br /> \<" <br /> 0 . .3 k5\'' \ ° , <br /> t 3 - \ DEDICATED BY THIS PLAT ACCESS EASEMENT \ �'�✓ L8 N72 29 34 W 43.72 <br /> 72 4 ,� v \ �o <br /> S �3�'f� �8 \ /w \ ) L9 N27°41 '52' E 30.01' <br /> ' \ ` \ \ �3 /� Ok / \ (� ,�0 � L11 S33°46'37"W 30.24' <br /> 1 / N.°d` . / \"4 \ �` Ca .6.1'* L12 N63°25'30"W 44.45' <br /> \<� \ V- <br /> /,/,/,,,,4s / ()/ ^'J / ,<j , L13 N27•41 52 E 87.89' <br /> � / \ °0 �� / L14 N27°41'52"E 166.73' <br /> o�� \ \ �� �� L15 S62°59'41"E 12.00' <br /> �- - \ / <br /> i <br /> li in/ \ \ \ \ \ L16 S27°41'52"W 41.12' <br /> C1 X20 <br /> �4!;/ _ \ \ LOT 1B/ �� L17 S27°41'52"W 242.99' <br /> a: �\ \ / \ <br /> �, \ 66.598 SQ. FT. C2\ L18 N64°54'55"W 12.01' <br /> Q \ / \ / OR 1 .53 ACRES <br /> 30' INGRESS/EGRESS �`�`�2 �/ 58' INGRESS EGRESS L19 S33°35'54"E 185.74' <br /> \ / / / INGRESS/ <br /> Z. EGRESS <br /> L & UTILITY EASEMENT Q=06°56'21 '? 7 / RECEPTION No.& UTILITY 1549439 <br /> __ RECEPTION No. 1549439 / / L20 S68°41'38"E ENT <br /> 20.95' <br /> ~` --� \ R=500.00 / L21 S21°18'22"W 24.00' <br /> / <br /> 2, i \ \ �� L=60.56' / L22 N68°41'38"W 20.95' <br /> ___ ---\ \ / f / <br /> Plillir-L <br /> - / 1 L23 N33°35'54"W 138.85' <br /> a ° i \ / / \ / / A=09°21 '1 9" L24 N62°18'08"W 20.00' <br /> N8416 06 W \ ��� / y \ , / R=100.00 <br /> 48.03' \ 2 478 °o/7, \ / ;� L=16.33 <br /> °*--... ,_\ t / N <br /> / D< , /I A=19°13'31 ° - t \• R=193.00' N65 02 35 'W ms's sT\ /_ 9 & \ / <br /> L 64.76 59. 13' xio \ Rfi \�39 CTO \ / <br /> N ,,4v �C)) Cc'dTsiOi \ �q \ / <br /> tis . ° ,'`� \ �.�T O S ?k) '')//0 <br /> N�z/N \ SF'��\ / / <br /> ©N N65 02 35 W �" \ F T 30' INGRESS EGRESS CURVE CENTRAL ANGLE RADIUS LENGTH <br /> s� >> O o ONS\ S�,�c�,gS \ & UTILITY EASEMENT <br /> /y 28.70' �`V \ \�9Q�Q�\ `3�O��F� \/ \ / RECEPTION No. 1549439 Cl 35°05'43" 20.00' 12.25' <br /> S22°13'43"W\, X39 T \ T / / N C2 35°05'43" 44.00' 26.95' <br /> 'j 6.74' FgSF / ` C3 28°42'14" 20.00' 10.02' <br /> 3s <br /> .0� ���T <br /> N <br /> _ \ / _.���_ FOUND # PLASTIC CAP <br /> » <br /> 5 REBAR WITH YELLOW <br /> o SCALE 1" = 30' FEET \ STAMPED "CLC INC. LS# 24966 <br /> T - - <br /> - <br /> 30 0 30 60 \ SET #4 REBAR 18" LONG WITH YELLOW PLASTIC CAP <br /> N56°13'23"W STAMPED "LS #25379" <br /> 0 118.50' <br /> z a°, <br /> A <br /> ...,..„ ,,, <br /> „.„. <br /> ._ �� / /i S. 1/4 CORNER SEC. 18, T. 1S, R 69W 9,414 <br /> (�� <br /> �% DATE OF PREPARATION SOUTH LINE OF THE SW 1/4 SECTION 18 <br /> FOUND 3" BRASS CAP <br /> S <br /> ,: a <br /> CC ,, o2, `- S88°39'10" W • <br /> \3 13 JULY, 1995 SW CORNER SEC 18, T. 1S, R 69W ADAMS - A VER Y, L T D. <br /> REVISED: 31 AUGUST, 1995 <br /> A} oo FOUND 3" ALUM. CAP Development Consultants and Consulting Engineers <br /> REVISED: 13 FEBRUARY, 1996 Alikk <br /> 1380 Lawrence St., Suite 870, Denver, CD 80204 <br /> 303 820-4454 Fax 820-2733 <br />