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<br /> COAL CREEK BUSINESS PARK 7
<br /> 41 0FINAL PLAT ..n
<br /> I I
<br /> , iii,', 2
<br /> A PART OF THE N.W. 1/4 SECTION 19 AND THE S.W. 1/4 OF SECTION 18 ,2, 0
<br /> .. z
<br /> T.1 S. R.69 W., OF THE 6TH P.M. , -
<br /> \N CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO
<br /> \ \ , SHEET 2 OF 2 N �-\ 160' DECELERATION LANE , _
<br /> \ \ (INCLUDE TAPER LENGTH)
<br /> ♦ N, t
<br /> Pirie r iii iYa
<br /> Ordinance 1282, Series 1998 renamed street as
<br /> PLAT FILE 22, FILE 3, PAGES 15 & 16 35' Gas Pipeline Easement \ \ ,y0 C) 'h ., "Coal Creek Circle"
<br /> Rec. No. 528310 N. ) %% �. ... .
<br /> Assignment of Easement Rights . -.
<br /> Rec. No, 1650226 +�\44&0
<br /> TRACT A iii,
<br /> I FOUND #5 REBAR WITH 0.1 AC ry~ -w
<br /> 1
<br /> 1 1/4" PLASTIC CAP s ���(� ~-
<br /> STAMPED "CR MOORE PLS 10945" _ �` %. /Q r. MEANDERING BIKE PATH � ' �" " u-. ------______-/_ �� ..__w _ x__._.0 u_��..�
<br /> 3�
<br /> /
<br /> A = 46'35'26" '`'�•. '1 ACCESS EASEMENT
<br /> =f R = 137.50, ...
<br /> " , 370' DECELERATION LANE BY sEPERA D.C�G►JMEbIT My r
<br /> .�_-
<br /> S 01'20'50" E, 135.00 --..•,•••,,wrrr INCLUDE TAPER LENGTH)
<br /> L = 111.$1' 60' PUBLIC R,O�OP""�.... ��ar�A��'� -,,
<br /> e,w_ Gn=S18`20'29"E {DEDICATED BY THIS PLAT) "` T -//r //// �'E " ./i . ...
<br /> 6 ,4 # ,., 0.18 AG
<br /> A = 22'46'50" g 64' = I n.Y____�.�_ :�_�F__
<br /> j
<br /> 60 3Q, FOUND #5 REBAR WITH 1 1/4' PLASTIC; CAP h" -- -- "` ��
<br /> R = 197.54' 1 I FOUND 5 REBAR WITH _ "�""�'�
<br /> '.., L = 78.54' N69'03'06"E r S 78. STAMPED RMC LS 9329" - . ( Approximate i ocat Ion of 60' ROW I # ----�---..
<br /> -. a� 40 „ i 1 1/4" PLASTIC CAP a = 13.28'27• '�~� --
<br /> Ch=N04`29 34"W 76.67' oo I Utz 48S •• 0i I I Rec. No. 725q33. To be vacated p j " R = 49.00'
<br /> .---„ --,„ i 78.02' ,,,,,,t.„1.4.),--` �; « +E 615 , STAMPED "CR MOORE PLS 10945
<br /> FOUND #5 REBAR WITH,1 1/4" PLASTIC CAP i I I •00 1 { ¥ C = 11sz'
<br /> - ,, STAMPED CLC, INC. LS 24999�6� I. ( _ ® _ 2216'1,1" 1 1 • " ch=s15'S5`13"w
<br /> _ _ - ®...e _ - _ " - - i 4 _ _ 34.65 _ _ _ - -_ -- _ -S 88' 9 0 W,-733.41' i I -- 11 50'
<br /> " - PROBABLE PERSCRIPTNN„ IVE W� - 16 40.15
<br /> _ - __ GAS EASEMENT- - _ _ - a) _ _ _ L = 76.78'_ r ._.tl .__ _._ Ss 429 ■ 20,x$'- - - - - 3 _ _ - X311 51'_ -1.
<br /> - _ __ - _ _ _ - __
<br /> cn=N27•a1'Q5 w \ - _ _ -_
<br /> ,. - - -1x1.$2' _ - - _ _ - . -
<br /> ."> 9 .4g1 S • 4.. ;°` s?� /` „--".,DETENTION o ^ 79'26"10*-, mn N 00'05'17" E. 55.02'
<br /> •.- 12.81 ..• 6�' �`+ 76.30 ��� � �� �
<br /> 25' Gas Easement s EASEMENT
<br /> TRUE POINT t C9 539'47'11"E ' 13 .�2" �\.,_. �,.. .•. 1a �a o o' -R--168.00 .- •6, 0
<br /> 33
<br /> Rec. No, 00887186 OF BEGINNING S >l!�'3a 10' v,. - srs4 v I` o ") o
<br /> i '3o'10'E (iEG R ,I I . . I..__ . $ .+ 1.1 I I .�r a - ` -_ _ Cn=slab 5s o4"y�_ - I-� •i SOUTH 1 J4 CORNER c
<br /> ,_�'AR C1Q �■ (NORTH 1 4 CORNER, SEC,
<br /> & Rec.. No. 00$$71$2 ► _ _ _ - - _ _ _ _ _ 1 _ / 19)
<br /> - - _
<br /> .-\\ ' V - _ _ �_ _ _ _ _ _ _ _ - --- � - - - - ( `� SECTION 18 T1S, R69W, 6TH PM c
<br /> 1�Qa,03' - _ __ _ _- a = 8ss1'2s" ua LOT 3 24' ACCESS ROAD
<br /> N 01.20'49" w, 55.00' - - T 53732'27"w, \ �, FOUND 2 1 2" ILLEGIBLE ALUM. CAP IN CONCRETE
<br /> R = 25.ao' cng o a, A = 61'49 Q5 /
<br /> 1.38 AG EASEMENT TO
<br /> • 16.5' Mountain States Tele hone z7.oa 9�S\� N88.38'34"E t = 39.21' o N N �, R = 90.00' POINT OF BEGINNING PARCEL A
<br /> p \® - - ,,. o GOLF COURSE `1. P
<br /> a, Ch=N46.25'08'W N L = 97.10 POINT OF BEGINNING PARCEL B
<br /> K
<br /> FOUND REBAR WITH I and Telegraph Company Easement, 66.3s' 35.31' `' 262.13' Ch=N57'44'37"E
<br /> cc, Book 939 Page 545 N �' m
<br /> LOT 6in 88.38' s$8.39'10'v \ 92.46 0
<br /> ILLEGIBLE A1 I
<br /> SOUTHWEST CORNER, SECTION 18, PL STIG CAP �; s �; 10' Additional Utility Easement
<br /> Z.
<br /> T1S, R,69W, 1 0.95 AC S , s
<br /> 6TH PM, 1 s 22 ,`52,, LOT 5 °' A = 90'08'34° ^: 188.20' N88'3910"E N ! _ to be dedicated � ,
<br /> Y
<br /> CO
<br /> FOUND 3" ALUMINUM CAP I I 52�,. 33, 3�. 3.86 AC �1 R = 25.oa' -
<br /> STAMPED "PLS 2132" N 88'39'10" E. E► 05' �s a L = 39.33' �; ► _ 306.51 \
<br /> I I '"L Ch=N4334'52"E 30' UTILITY 261,38' ( 75' Public Service Company -, Ti
<br /> `tA3E v LOT 4 35.40' o o EASEMENT
<br /> ;9'4$' 8"E N 0 - 0 24.50' I Easement Rec. No, 401183
<br /> `' 2.98 AC N rn .P Cq.
<br /> 57.4e s op* Sg0 01 -----10
<br /> �\ _� Utility Easement
<br /> I S2• ' N A2 30' ACCESS PUBLIC UTI TY A = 89'53'15" 0. N
<br /> S 2�t.i S' Ass & EMERGENCY ACCESS R = 105.00'40 Rec. No. 00882532
<br /> NORTH CORNER Kj `t 's S 892?°' EASEMENT T = 104.79'
<br /> NORTHWEST 1 4 °�j s°d` L = 164.73' A = 25'23'23' M
<br /> I 20' LANDSCAPE S�'° CHB=N43'35'47"E R = 105.00' t°
<br /> SECTION 19, T1S, R69W, 6TH PM .. I AND BICYCLE PATH ° CHL=148.35' 7 T = 23.65' •L -• 30' Sanitary Sewer Easement
<br /> SET #6 REBAR 30" LONG WITH I EASEMENT SP C6 L = 46,53' Rec, No. 00659702
<br /> G; CHB-511'20'51"W p
<br /> 3 1 /4" ALUMINUM CAP N I �� G CHL=46,15'
<br /> STAMPED "JEA LS 2537" I G5 N.8'38'47"E 294.48' tD "
<br /> P '� s37`az's2"E o O
<br /> S,�
<br /> 86
<br /> iie,*•
<br /> rl 5.104 AC N88 3847"E 302.60' ' 29.82ci
<br /> Q p C4 N88.38'47"E 294,28' •
<br /> mcg TRACT �7
<br /> Z �4c C3 N88'38'47"E 294.28'
<br /> co 5.02 AC LtJ
<br /> " , Approximate location
<br /> I
<br /> A = 3$'53'39 A = 64'29'52" '� PP
<br /> R = 27,00' R = 105.00' 1 I " 100-Year Floodplain
<br /> T = 9.53' T = 66.25' 588'38'47'W/ 1 �'c> FI M 0801300558 F10
<br /> L = 18.33' L = 118.20' EFFECTIVE DATE: / 1.1
<br /> L/JYP i1 it*f
<br /> Pipeline Easement '-- <, CHB=571.54'23"E 1.'1'5.1-
<br /> ).), ,,,,,z; JUNE 2,1995
<br /> „-I CHB=556'17'29"W
<br /> Rec. No. 528308 cv CHL=17.98' CHL=112.06' / 00
<br /> Assignment of Easement Rights I �Ati FOUND #5 REBAR WITH 1 1/4" PLASTIC CAP ,,,, ,,„.„1„.4„,,,,,,,, „ /, IA /
<br /> Rec. No. 01574845 I �" STAMPED RMC LS 9329"
<br /> and Rec. No. 1650226 I Access Restriction Per Book 1001, Page 308 DETENTION EASEMENTI ,� / • SET 2.00' OFFSET TO PROPERTY CORNER
<br /> I and Reception No. 455062 1 t`v / // �I . #5 REBAR 18" LONG WITH 1 1/4" YELLOW
<br /> Zit)]J' it?JJ'V1JJ t` / // / SEEDETAIL
<br /> P STAMPED "JEA LS 25739"
<br /> F11111-114-11P-41144
<br /> J. i J7 ������� �� \ Re Sanitary Sewer Easement co / / /
<br /> 1 ,�/ '� Rec. No. 00659702 / / Q9 Pipeline Easement c
<br /> / -, .u� / / / 'S Rec. No. 528308
<br /> FOUND #5 REBAR WITH 1 1/4" PLASTIC CAP N`\ SSS -� LOT 2 �^) ry� / / / *• Assignment of Easement Rights � JJ
<br /> U
<br /> STAMPED " RMC LS 9329" '2 �'�r 5.82 AC / /,.._
<br /> s \ /, / Rec. No. 01574845 } I%
<br /> \`,\ F .> -fr and Rec, No. 1650226 �' 0
<br /> 11 = 03`01'41" N / - \� \! N9o•Qo'o0 W T %'''� c z
<br /> R = 5830.00' N-..-.., 569.30'
<br /> L = 308.11' ' \ ,
<br /> �-�-
<br /> Ch=S 52'27'33" E , N \ N N -=%'01 e 9 E/>� �`
<br /> CD
<br /> 308.07' 4_ ti o
<br /> FOUND #5 REBAR WITH ff�
<br /> 1 1/4" PLASTIC GAP • ��`\\� G.i 69 31 SET 2.00' OFFSET TO PROPERTY CORNER i 2_
<br /> " *1171.>'. 1#
<br /> \\ #5 REBAR 18" LONG WITH 1 1/4" YELLOW I * o
<br /> STAMPED GR MOORS PLS 10945' 1
<br /> ,�' PLASTIC CAP STAMPED "JEA LS 25739" . � r? °'
<br /> "i.�1, SEE DETAIL 1 �'
<br /> I i
<br /> FOUND #5 REBAR WITH 1 1/4" PLASTIC CAP
<br /> S 393'17" W, 150.00' STAMPED " RMC LS 9329"
<br /> DETAIL
<br /> (NOT TO SCALE)
<br /> N v FOUND #5 REBAR WITH
<br /> 1 1/4" PLASTIC CAP , " , CENTER SECTION 19, T1S, R69W, 6TH PM
<br /> S 43.0314 W, 10719
<br /> o�'�jp �� STAMPED "CR MOORE PLS 10945" l FOUND #6 REBAR WITH 3 1/4" r
<br /> U��0OO'
<br /> /y ALUMINUM CAP STAMPED 24667
<br /> trod qCF
<br /> ° �
<br /> " � "
<br /> �h
<br /> 2
<br /> CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
<br /> Cl 200.00' 58,32' 29.37' 58.11' S44°06'21"E 16.42'25"
<br /> GRAPHIC SCALE C2 180.00' 50,56' 25.45'
<br /> 50.40' S44'24'43"E 16'05'42"
<br /> C3 85,00' 57.70' 30.01' 56.60' S71'54'23"E 38'53'39"
<br /> 100 50 0 100 200 C4 65.00' 44.12' 22.95' 43.28' S71'54'23"E 38'53'39"
<br /> C5 35.00' 23.76' 12.36' 23.31' S71'54'23"E 38'53'39"
<br /> 11. 11116111111111111111.111 C6 90.00' 141.20' 89.82' 127.15' N43'35'47"E 89'53'15"
<br /> C7 120.00' 188.78' 120.29' 169.91' N43'34'41"E 90'08'12"
<br /> SCALE; 1 inch = 100 ft C8 140.00' 220.25' 140.33' 198.23' N43'34'41"E 90'08'12" z
<br /> C9 165.00' 44,75' 22.51 44.61' N44`41'25"E 15'32'16"
<br /> C10 149.50' 33.07' 16.60' 33.00' N46"07'22"W 12'40'23" 0
<br /> PREPARED: FEBRUARY 3, 1998 C11 105.00' 52.98' 27.07' 52.42 N38.29'50"E 28.54'03" m c
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<br /> o� op/IL Eb�9d?Ob�9�El�S �66V® L/IUh9� �Q/F7U/E�'¢AG�S i
<br /> a 215 UNION BOULEVARD SUITE 301 LAKEWOOD, COLORADO 80228 `
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<br /> ��i c° -6 (303) 969-9001 (TELE) (303) 969-9016 (FAX)
<br /> ,.y 8 ® Copyright JOHNSTON ENGINEERING ASSOCIATES, 1995
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