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<br /> Filing N
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<br /> T Final Plat
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<br /> co ti5 Part of the Southeast Quarter of Section 6, To wnsh �p 1 South,
<br /> LL a.N Range 69 West, 6th Principal Meridian, City of Louisville,
<br /> `� Count of Boulder State of Colorado
<br /> EAST 1/4 CORNER, SECTION 16 FOUND 1 1/2" ALUMINUM y P
<br /> T1 S, R69W, 6TH P.M. CAP ON Na 4 REBAR MARKED 35' ADDITIONAL RDW
<br /> 2.5" ALUMINUM CAP, LS 28258, 2000 "HURST PLS 28258" DEDICATED BY THIS PLAT 1 '. r ��,1x.��•. , ' , t.,t,"}•.:',V, 0P,!, R1" H Rt?
<br /> I SE CORNER, SECTION 16
<br /> T1S, R69W, 6TH P.M.
<br /> X.X" CAP, LS XXXXX
<br /> - SECTION_ 857.00' SECTION LINE: S00 46'08"W 2656.2g' � , 104TH STREET S89'57'00"WJ ,,
<br /> r -a 50046'08"W 2201. 90' -50' ROW -
<br /> 24.65
<br /> EXISTING 25' �-35.00' I
<br /> ROW I I ,�� i POINT OF BEGINNING N 0.03'00"w
<br /> 100. '• - -'�-I=t- -} -21Z 97- - - - -•� G�1 .-
<br /> ! 25.00'
<br /> 30.00' S89'47'1 "E I I o'�` _389.18'- (- f0' UTILITY -620.06' 645.49'- c,��
<br /> - ( _ I EASEMENT (TYP)
<br /> I S00'46'08"W 54' LANDSCAPE
<br /> I 555.85' T
<br /> r___ .,,,,, L
<br /> I 100.00' & PUBLIC USE I 35' ADDITIONAL ROW TO BE J 54'L ANDSCPE \
<br /> OU TL 0 T D I CONSERVATION ESMT. _ I DEDICATED BY THIS PLAT & PUBLIC USE \
<br /> CONSERVA770N ESMT. \" I
<br /> 7,OOO S. f TO BE DEDICATED BY TO BE DEDICATED BY �6�\�i\
<br /> SEPARATE INSTRUMENT
<br /> I , 0.32 Cc. oo N SEPARATE INSTRUMENT o ,�
<br /> Z I; a) eN 2.28 cc. \ LEGc '1u
<br /> `� LOT 15co
<br /> \ QQ - FOUND ,¢'5 REBAR w1 TH 2" ALUMINUM CAP "
<br /> N. m w L 0 T 14 .`' MARKED "SCOTT, COX & ASSOC. PLS 14083
<br /> 30' ACCESS m 138,924 S, f, p © - FOUND �/5 REBAR ILII TH ALUMINUM CAP
<br /> & UTILITY 3. 19 ac. 158► 176 S.Tt. , I k, MARKED "LS 10377 JR ENG"
<br /> ~" '- EASEMENTh 15' DRAINAGE, 3.63 ac. °� LOT 13
<br /> LOT 12 -
<br /> (rn°) UTILITY & Z a N
<br /> `�' Cr)
<br /> N C--- LANDSCAPE o 307,295 s.f. 328, 122 s.f.
<br /> N: EASE
<br /> P)T 7.05 ac. Z 7.53 ac.
<br /> iii "7
<br /> TO
<br /> N Z
<br /> w
<br /> �U 00 • •
<br /> s 10' U77LITY ,!
<br /> 2 8k /.... In in EASEMENT (TYP)-so ...-1(I r- 157,76' -,1,1 l S00'12 47'W i�
<br /> �,_u_ , . . . _ .._. 397.48' :4- .ai N00'12'47"E r
<br /> > 416.15' 30' DRAINAGE &
<br /> 1"7 EXISTING �UTILITY EASMENT I
<br /> 30 ROADWAY •
<br /> 0 W N & UTILITY ESMT 15' DRAINAGE, I-.. L.--f5' 35' ADDITIONAL ROW TO BE F o
<br /> <l. R,/ 105413 UTILITY &
<br /> (� m' (06/07/1974) LANDSCAPE -•1 6.- ( 15 -.- DEDICATED BY THIS PLAT rn
<br /> i 13
<br /> y EASEMENT 15'
<br /> _CO (TYP) 60' L -
<br /> ROW I NOO 03'OO"ry 620.00' 340.00' -,I N00 03'00"W 675.00'
<br /> L 0 T 11 _3/0.00' 310.00'_ _310.00' J 365.00'
<br /> w z 15' -.. 50'
<br /> �._
<br /> A 143,472 s. f, LOT 10 IROW
<br /> I to
<br /> t.o - m 3.29 ac. N 159,408 S.f cc; _ 30' DRAINAGE &
<br /> I� ry
<br /> ,^ 3.66 ac. N UTILITY EASEMENTo.
<br /> �w , - _- .� .. --.__.Mw 4� _. _w. I I 1-1-1
<br /> _4' LANDSCAPE 10' UTILITY I Z LOT 9 0 LOT 8 ,o o LOT 7 0 o LOT 6
<br /> (
<br /> EASEMENT [ EASEMENT - I ,� o ^ n o
<br /> 16Lco
<br /> - - - - � _ 10
<br /> �, 116,864 s. f �, 117,800 s.f. �, 117,800 s.f 134,520 s.f N
<br /> ,--a -173,89'. - - ___-,1_ =T 372.25' ../4 '\� 87:66'. - - _ I 2.68 ac. Z "' 2. 70 ac. z "' 2. 70 ac. Z "' 3.09 ac.
<br /> , N0046'08"E S00 46'08"W
<br /> N.
<br /> so Row - - OUTL0T A
<br /> _ _ -- F r .
<br /> 427.50' e 142.f 3' 0"2
<br /> �- :i \
<br /> 15' DRAINAGE, N45 03'00"W 0
<br /> 2,469 s.f. 1os.07'
<br /> CTC , „ , G� 86.59' i _ 7O� U77LI TY &
<br /> . N00 46 08 E 397.50 c UTLOT C
<br /> oo
<br /> BOULEVARD - �cr0� `r3 . oy, LANDSCAPE - 1,4O1 S.f. o L
<br /> {., 3�p, \ EASEMENT h
<br /> ._-- FOUND 1" PLASTIC CAP ON 79, rid C'��
<br /> (TYP) 508'01'11"E
<br /> - ti Na 4 REBAR MARKED W •��' 6852' - (,�
<br /> , -0;5" - ' 34.98' 5.i ee'
<br /> "HURST PLS 28258" o� T- -�
<br /> 1 C5 _ 310.00 310.00' 187,17
<br /> L;v'!�r ;°, ,r #';. C:, F:.".,:",_-. ;./.:. h.. \9 r 19388 1 i--65.50
<br /> � ��
<br /> ,:,.:'':::.,,.
<br /> F \\\c C _ 110003'00"W 1238.88' CTC BOULEVARD C18� 75.00' )C17 I `
<br /> 1 CURVE TABLE 11,1 10' UTILITY
<br /> CC � � 37.00
<br /> A CURVE LENGTH RADIUS CHORD I BEARING DEL TA - C, ("-EASEMENT (TYP) \ _ _ 193.881 310.00' 310.00' 180.09' - ` 50.00'
<br /> Cl 180.28 31+x.00 177.84 S167737"W 32'41'14" 60' 34.91' C4
<br /> - S07 55 11»W _
<br /> l C2 118760.
<br /> 75 76 ! 316.00 17350 N16 42'11'E 31'52'06" 4.1 ROW 15' DRAINAGE, 75.73' S44 5700"W o
<br /> C3 6283 I 40.00 56.57 54503'00"E 9000'00" 0 �} ° LOT Jr U71L/TY & 106.07 ox c. ;
<br /> 0 LANDSCAPE d _'
<br /> C4 39.27 25.00 _35:36 N44 5700E 90'00'00" CO w 1.31 170 S.f o EASEMENT \ 6
<br /> . C5 119. 37 286.Liu 118.71 51155'39"W 23 5718" ' °j (TYP) 50 DRAINAGE_./// \
<br /> I C6 118.42 346.00 11784 S09 45'17"W 19'36'35" 3.01 ac. N EASEMENT
<br /> C7 4359 286.00 4355 S28'16'16"W 8'43'56" = OU TL O T B " `,ry'
<br /> C8 78.97 346.00 78.80 S26 05'54"W 13'04'39" r� 2,678 S.f N
<br /> C9 192,^5 346,00 189.98 N1642'11 5 31'52'06" ,dam o
<br /> Cr
<br /> l C10 T59.08 286.00 157.03 N16 42'11't 31'52'06" a' to `n c�
<br /> A
<br /> Cl t 39.51 25.00 3553 N44 3033"W 90'3321" 2
<br /> co
<br /> N S00'03'00'E 1, �u f I(TYP
<br /> C12 39.03 25.00 35.18 S45 29 27»W 8926'39" �. L 0 T 4 LOT 3 L 0 T 2to
<br /> EASEMENT ( )i`I Q,
<br /> 013 39.51 25.00 35.53 544 30 33"E 90'33'21" 419.64' o o - I
<br /> ozi
<br /> C14 39.51 25.00 35.53 N44 30'33"W 9033'21" 99 ,!-1-1 145,360 S,f. 145, 795 s.f. N 146,997 s.f. 0,
<br /> 015 78.05 50.00 70.37 N45 29 27'E 89'26'39" (n 3.34 aC, 01 a 00 3.35 cc. 0) v 3.37 cc rn L 0 T 1 tri
<br /> 016 46.70 30.00 42.12 N45 21 34 E 89'10'52" Z Z 170,258 S.f Z
<br /> C17 25.13 8.00 16.00 N89 57 00 E 180'00'00" 60' co
<br /> °' o
<br /> -- 018 25.13 8.00 16.00 S89 57'00"W 180'00'00" ROW Z 3.91 cc.
<br /> W
<br /> LOT 16
<br /> h 35' ADDITIONAL ROW TO BE
<br /> 108,903 s.f. u, .......
<br /> ry 0, 50 EASEMENT
<br /> 2.50 aG DEDICATED BY THIS PLAT
<br /> ,
<br /> : I I i
<br /> � � I
<br /> ic..7
<br /> REBAR W/BROKEN
<br /> CAP I f0' UTILITY
<br /> 60.10' L _ _
<br /> { __-______ _ __ _-m _ - -„ 258.43'- - - - - - - EASEMENT (TYP)� 35.00'
<br /> i.__. - , -162,85' 310.02' 310.02 310.02' 36
<br /> N43 28 19 �- �� ' 5 03 + FOUND Na 5 REBAR WITH
<br /> 3 8 3 N00 0 00 E f
<br /> i i i 1 92,Q,S ALUMINUM CAP MARKED
<br /> 4 � 4
<br /> l r i "LS 10377 JR ENG"
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<br /> ` SECTION 1
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<br /> R 6
<br /> 4 r _ ) NN, r, -' . ri .r' ' � . , :'3 4 C `FF, :1, .,:7 9W, 6THOP.M.
<br /> ,� .�' �. "_ " SOUTH
<br /> 1 2" ALUMINUM CAP, LS 1411 , 1999
<br /> P 2
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<br /> L� Colorado Technological
<br /> Center
<br /> �._._w .w._ ._-___.. ___________._.. i f , GRAPHIC SCALE Filing No. 2
<br /> 4. r f E
<br /> WNW tr. 4 '1 100 0 100 200 400 FINAL PLA T
<br /> E
<br /> -- I
<br /> 100 '�HURST & ASSOCIATES, INC.
<br /> Pi E ( -r SCALE VERT. N/A
<br /> I
<br /> r, 1-..,-�__- - --- _ __.-,_,�.m..___ _ , _.. ..,.,-......_.__-..._...... ....-....-... ...,v..•.___...___._...__,.-...__..._._.. _._ �._ __ __ - __._ ..__�_- _ ._ ( IN FEET DESIGN/APPR. JJ CONSULTING ENGINEERS
<br /> { 1 inch = 100 ft.
<br /> DRAWN BY JO 4999 Pearl East Circle, Suite 106
<br /> g DATE 3/03/03 Boulder,Colorado 80301 (303)449-9105
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<br /> FILE G:\202039\SURVEY\039-FP SHEET 2 OF 2
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