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.
<br /> . ,
<br /> SPRUCE LANE
<br /> A SUBDIVISION OF A PART OF SECTIONS 7 81 8,
<br /> TIS , R69W OF THE 6th RM. CITY OF LOUISVILLE,
<br /> COUNTY OF BOULDER , STATE OF COLORADO
<br /> ( SHEET 2 OF 2)
<br /> U,
<br /> 0
<br /> SE CORNER,N I/2, S W I/4,SEC.B
<br /> W (FOUND 2" PIPE W/ALUM.CAP) \ / -7
<br /> CENTER SEC. 8, ~•3 I , /
<br /> SAVAGE- W POPCORN ACRES
<br /> o
<br /> TIS R69WOF - \
<br /> W Na
<br /> THE 6th P.M, -1,'''.. \
<br /> Q. �o m
<br /> to �. . I ( J ) ,^ \ \ uG
<br /> l.
<br /> NE CORNER,WI/2, NEI/4
<br /> IS'TEMPORARY BIKE PATH EASEMENTS 15'TEMPORARY BIKE PATH EASEMENT& 11 I SE CORNER OF THE W I/2,SE I/4, / y /
<br /> NW 1/4. SW 1/4. SEC. 8 • 115' PERMANENT UTILITY EASEMENT(LLE.) IS PERMANENT UTILITY EASEMENT(U.E.) S00°0512 4 W NW 1/4, SW 1/4, SECTION 8 ,
<br /> ---/ ` f\ 1.45.00' 25.00' 25.00' 9 \3I62500 3 500 2500' 56650 0 \ ) .
<br /> uu EMOUT LOT C N °1 V \ /
<br /> .,VEHICLE ACCESS EASEMENT(TO BE,/` M �se> L=/ UTILITY EASEMENT a /^ \ /
<br /> VACATED UPON EXTENSION OF WEST I I M \ 30.90' C53 (U.E.)PERMANENT �. O UTLOT IIBII '_^ •
<br /> - - N WALNUT STREET.) ---,-,- , ® o W 4 SAA°05'2 4"W 24361 / °0 'w $04°Q5' 4" S �� 0 �� \
<br /> N Z
<br /> \ , o _ 45.08 83.76 c 114.83 -- - 42724 69.72 e
<br /> M ,q- - - -- - --i rN- s3...
<br /> />°0524" `
<br /> - © I 0 - I TEMPORARY SECONDARY EMERGENCY ®� O - -_ I - _ ____„,__%0
<br /> r - - - ---
<br /> /6 W €)
<br /> U.E. o (J/M VEHICLE ACCESS EASEMENT(TO BE $00°05'24"W 318.37' \
<br /> /CNS\ I i ' VACATED UPON EXTENSION OF WEST J 14' U.E. J - �L=14.14 31.04' o} 115.72' 107.06' 64.55' \
<br /> t\�J I L �I WALNUT STREET.) I I r - - - - - C2 \
<br /> ( � I- O O co N Cr Z U.E. l0 TN 1 I I � / � 0�1
<br /> W _ M 0� V 1 7T Y �t
<br /> v W I m BLOCK O 61; !!)-i
<br /> OBLOCK 1N \ A° \ \ 160 /NN O45006 W QhoINLJ. NTEMPORARY SECONDARYEMERGENCY '� I �"-- /_ I- 10 U.E. I W ( VEHICLE ACCESS EASEMENT(TO BE U.E. m w 0 12' U.E. ®I A� �O ��
<br /> U.E. 10' pn W
<br /> 20' DITCH & UTILITY I S00 03260E m U) VACATED UPON EXTENSION OF WEST I M ° m cr _ / \ �. �►�
<br /> Z o ' �p M QO W WALNUT STREET) 3 I I �N W
<br /> EASEMENT I I 144.27' ® ,� -"' I S00°34'10"E o S00 34' 10"E I co m io-I 'O g
<br /> �r m Iho" 182.03 0,- m r+, �+ 1 -
<br /> M Io Z hp
<br /> � N 168.90' I �� I m O o ,.: O O 1
<br /> M I 1 N U.E. 10' k
<br /> O 0 m
<br /> n o 7N
<br /> Im 1 e6..- �
<br /> I - I t-_,
<br /> -,-, ,,,
<br /> - 0 v 8'6'114 U.E. I I / \
<br /> 25' 25 I W I I
<br /> ta n / I BLOCK O I _ O -- rd I d- N
<br /> C56' o - I I ®-`'' =I•• 47' 7,020 ' ( _`"°h' "I ea) `21 *,' \
<br /> O \ c I LI 47,12' / J _' _I DRAINAGE ESMT. I p 56-
<br /> = s p�' `'' I m M u_ e•___ v 2 5' 2� �c� /: 74 _ r` o A \;co As
<br /> - -�"�' N00°03'26"W L=41.89' L p tP • �® - t _ pc 27°05'26" •• _� DRAINAGE E 9_3A9 I M N3 \� ,� O'
<br /> A.
<br /> Q 1'0N 151.95. L=18.90' m o a w co M R=2 HOO •• 6
<br /> \ ° o.� \ O J J 26' o �- -J �� L= 125.30',. '• 6� J
<br /> M \ 19 N D: \,` �9' 36.6( J 34.77 0 CH.=N3°2237 W,124.130 °� ER �, A. >1
<br /> ® - ° Ns. „ / \ SCALE:/ ,x^' �-- \ --`- - 40-I J' N o N00 3410"W N 14/.83' ,n q0°51'''' os I�
<br /> v c� Q p= 15 54'35' /�
<br /> t C45 - L-78.33' "` R=280.000 NS°,x'47„ ° , N 0.16°21'14' 58.9$ ' A + " -R-245.0° N " ip
<br /> �� d, N OVER - E 06115¢„ 0 L=69.56_ VENUE C�
<br /> / J O 0 0 ' R.245.0 - O 4.12' Oa' �'
<br /> (x + �P�) R;3�°/9' N• O o '48' W L.77.75 233.00 - N00 54:4.0"w - 96. �'S0' _ I? 16 171. ,
<br /> Z '46.3/, 0 00 .3" vl e N 10 CH.-N2°19 3 W, 54.26' II I 98 N ROW f CH- 0 41'W,
<br /> � t 0. < _ O 4 16 I' L=27.59' 79.77' 60.650 L=69.93',46"w, 83 N10in
<br /> ti C4,2,4;54 O N -17 1925" p0 t° 77.50 o N8 $. W i°
<br /> b 5 75. N CH.=N2 31'49"E, n N CH.= �J / M
<br /> r e R=421.64' , 27.58' " 69.69 o / ' L 31.42 h " 4.95 p0 is,.. �� 100
<br /> a - - 3 s4 ,z, L=127.49 E N U EcS�RAW) \
<br /> N © �/ �' �` CH..NOI°37'05' w, Iv ' L=70.81' 1.14•, N00°34'10'11! L-77•0d G J W vo�l"� p1
<br /> N ;?o M N 127.00' A. _ 2 33.12' - - 34.7 7 �6-® � N o �_ �'ro �rn '°
<br /> O/ca w, 53.86, - ® U.E. N 25' h �N „I OUTLOT "P:1-
<br /> ...
<br /> �m Mo n^' L=67.90 L=67.15' N v 25' 2s' o �ci 'J,3` 2s' a.' o`` \ I
<br /> -- 41'?`O Lis - -- - M ® . L =4 7. 12 - (� M m i �o
<br /> / N00°55'29'W 3.21' IJ 2s: �' -� J I o ® o /
<br /> "3'
<br /> r` L=22.24 o o LMA I "'
<br /> vI 00 ^� ISID-
<br /> (� w ,� ® "^ ". ' \ OMD
<br /> 148.70' I 3 I LL' I a� L=13.34
<br /> �O aM -,0
<br /> '0-
<br /> 14 N I 210.22 IS °01 3 10W 172-50' 15.51 I \ i .
<br /> `1 I o o m ,�° m 19 1.900 ( r-' ti 1 9 0.82 I \
<br /> 'co LU
<br /> ro to CD 01 03
<br /> O
<br /> 0 I" 3 O .4' U) Z Z LLE.I - /D 10 U.E.
<br /> (1 � Gli 5 J Mid Q I y � I W I O~1•I L=22.29
<br /> .� 1E1 m I w w � ra' 1 I� CURVE TABLE
<br /> y Z mI O 0, M 4
<br /> I o v O Im 3 rn E
<br /> U.E. 10 10' U.E. U.E. BLOCK O Q I �r w CURVE CHORD
<br /> NW CORNER E 1/2. E I/2 u.E. I I ° ' 3 lV J
<br /> Z - S 00 01 32' E
<br /> NWI/4, NWI/4 SWI/4 SEGB , _ _ I- - - - - - -'< - - - - -0 - - - - - - - -� 5lo' u.E. o NO. DELTA RADIUS ARC TAN BEARING DISTANCE
<br /> --- m. 150.38 2aoo' 25.00' 124.15' • 119.990 - - 112.44' 102.540 25' 25' _ - - - I 'O 158.2 (� 1 r / o r " '
<br /> �' r I - 1 17017'23" 220.00 66.39 33.45 NO1 31 25 E 66.14
<br /> S 89°56'34'W ,�V OO°08 50 E x 0.68 N 00°14'17"E I N 00°01'32"W ( U I t1)_„ ► ► f O t t '
<br /> + Y' o ° _ 2 106°12'44" 45.00 83.42 59.95 S53 11 46 'W 71.98
<br /> 1818' X X X x S01°00'08'E lx X FENCE-�� X �Ng9°5T31'0E g' 191.28 1- -� 190.56 W 10' U.E. �� o O t tt t t t O t 1 t
<br /> FENCE 659,50 SW COR. E 1/2 E1/2, N!�I/4 0 3 I I OD- z I 3 12 45 31 315.00 70.14 35.22 N80 04 38 'W 70.00
<br /> / 1�� 0 I I : c W 4 21°37'38" 290.00' 109.47' 55.39' N00°38'43"W 108.82'
<br /> 659.58 t t + t 4.95'
<br /> q, A U)
<br /> NW 1/4, SW 1/4, sEc. 8 ct I I o Q o - 5 5°27'48" 290.00' 27.65' 13.84' N14°11'26"W 27.64'
<br /> \ �' S014.40Q8°EI off O 1+1 BLOCK 1 I
<br /> - W �' °N I, co N '"� '`I 0 , '- 0 6 16021'11" 220.00' 62.79' 31.61' N08°44'45"W 62.58'
<br /> -- - - - I✓JSCHFR W _ U V-- ISI "' W ~ 90°00'00" r 1 t o t " ►
<br /> p ; 6 0 • 3 m IM " �' 7 30.001 47.12 30.00► N44°25�501E 42.43
<br /> 0 O O I I BLOCK - n w J
<br /> 1.7 8 18°00'00" 45.00 14.14 7.13 S09 OS 24 'W 14.08
<br /> Mir)
<br /> CD H N M CC I z I u.E.III OUE 10 1-' ,.. T 9 16°36'21" 240.00' 69.56' 35.02' S01°51'55"W 69.32' ,
<br /> V7 • O °' NI , ° 10 90°00'00" 20.00' 31.42' 20.00' S55°10'06"W 28.28`
<br /> o J °� - I- I N 00°22'59"E I N00°01'32"W I 158.25' S00°01'32°E I m
<br /> ��pI- y - 1, w o 11 10°11'38" 125.00' 22.24' 11.15' N84°55'43"W 22.21'
<br /> ' I- (63.25 •
<br /> r 12 90°13'46" 75.00' 118.11' 75.30' S44°54'39"E 106.28'
<br /> N 19 0.57 I 1 90.30. tt In w
<br /> T E.S Z �I Q > 13 89°10'46" 75.00' 116.74' 73.93' N44°47'37"E 105.30'
<br /> N0 N � I U.E. Z
<br /> '0 2 5' 2 5' 1'O I W
<br /> I �, I4,1 ) 14 90°00'00" 30.00' 47.12' 30.00' S45°34'10"E 42.43'
<br /> M n_ I i I- v 15 16°2,1'11" 270.00' 77.06' 38.79' S08°44'45"E 76,80'
<br /> 1. ) BEARINGS ARE REFERRED TO THE SOUTH LINE OF THE N 1/2 OF THE NE COR., W 1/2, SWI/4, I m m t t 1 o t tr r
<br /> I w 16 10°29'05" 240.00 43.92 22.02 S11 40 48 E 43.86
<br /> SW 1/4 OF SECTION 8 AS BEARING S 89° 58 ' 28" W. NW 1/4, SW 1/4, SEC. 8 In '� o Nci 4,. ® r t t O r n ►
<br /> ® O m o_ ® a I~ 17 42°34'18" 30.00 22.29 11.69 N68 41 19 E 21.78
<br /> 2. ) �- - DENOTES FOUND 5/8" PIN W/ ALUM. CAP STAMPED 22576. m
<br /> 0 O \ z I ® °.ryrp a6o / O o 18 7°02'38" 270.00' 33.19' 16.62' N.68 41'1 E 33.17'
<br /> I / P00 ph," co 19 81°04'24" 20.00' 28.30' 17.10' N39°17'42"W 26.00'
<br /> N 00°09'598E I `mom •vr�° �\ \ la g��l6' E. / v 0 1 a ,, / 8' U.E. 4 20 10°11'38" 75.00' 13.34' 6.69' N84°55'43"W 13.33'
<br /> 3. ) - DENOTES SET 5/8" PIN W/ ALUM. CAP STAMPED 22576. 16.00 0<, / • - - _ �� - - _ 21 35°06'51" 125.00 76.61 39.55 572 28 06 E 75.41
<br /> 41- •S s,,/ Cb �O, •
<br /> ',� - _..•i V �•- I 1 t 1 O t " f
<br /> ss oo„m 1 15.83' -2, 114.71' - '� _� -S 00°0103211 -s-_ J 1 t t O t u 1
<br /> �/0 oXp _-L ' / 22 41°41'30" 60.00 43.66 22.85 N69 21 29 E 4.2.70
<br /> 4. ) U.E. - DENOTES UTILITY EASEMENT. �� po1770..1•• -104 A. asp. L=29.29 186.00 - 4-r- 23 13°25'25" 125.OQ' 29.29' 14.71' S48°11'58"E 29.22'
<br /> I 3' sm..12'la"w SPRUCE p=^p0?00' 3i.e, oa •� / 24 41°41'30" 125.00' 90.96` 47.60' S20°38'31"E 88.96'
<br /> 5. ) THIS PLAT CONTAINS 39 LOTS. 55.39' + '75•,4 f ,.... .0.dD,1' % r t 1 o t " t
<br /> I\ o _ cN. �1. .,,�, I 25 89°10'46" 125.00 194,56 123.22 N44 47 37 E 175.51
<br /> " / i-� 26 6°11'56" 230.00' 24.88' 12.45' NO2°31'49"E 24.87'
<br /> 6. ) SMALLEST LOT: 18,000 SQUARE FEET. '� " LANE (5o'R o.u�)
<br /> I J \ ��°9/' ' - - \ I�' / k32I 27 6°53'02" 305.00' 36.64' 18.34' NO2°11'16"E 36.62'
<br /> _ 55.39' 12�r;F 137,83' s 37.31'-L 9� 12. \ ® o, \ ` 28 90°00'00" 20.00' 31.42' 20.00' N45°34'10"W 28.28'
<br /> 7. ) DESCRIPTION OF OUTLOTS: I C55 I
<br /> �, W - ' I
<br /> \ 29 13°00'00" 50.00' 11.34' 5.70' S06°35'24"W 11.32'
<br /> OUTLOT "A" W I °D 1 ' o ► " ► r ► O r " r
<br /> A 0.177 ACRE PARCEL DEDICATED TO THE CITY OF LOUISVILLE - O I 30 9 01 33 305.00 48.05 24.07 NOS 46 02 W 48.00
<br /> FOR EXTENSION OF A STORMWATER DETENTION FACILITY. o I - - PRIVATE DRIVE I I N I • " I \ 31 6°00'31" 396.64` 41.60' 20.82' N07°16'33"W 41.58'
<br /> to In N SOO°01 32 E
<br /> DRAINAGE EASEMENT AND IRRIGATION DITCH EASEMENT TO THE C I I I I co 177,76' I - 32 7'47'53" 250.00' 34.03' 17.04' 503°59'21"W 34.00'
<br /> N47 wc0 2 mW 9 o g Izs 1 � t t ► O 1 "
<br /> GOODHUE DITCH AND RESERVOIR COMPANY. o (V o N O - 33 11°18'55" 396.64 78.33 39.29 NO1 23 10 E 78.20' _. ./
<br /> OUTLOT "B" K) "' I t0 ( O ti o O I O1� � � 34 82°53'57" 75.00' 108.51' 66.24' N48°29'36"E 99.29'
<br /> M N I .1-
<br /> - ' 2'' I ACCESS a ( O t 11 t t O 1 " t
<br /> A 1.341 ACRE PARCEL DEDICATED TO THE CITY OF LOUISVILLE 35 22 12 07 250.00 96.87 49.05 518 59 21 W 96.27
<br /> X13,I EASEMENT I I I W - ,..I
<br /> UTILITY
<br /> E DRIVE m
<br /> FOR STORM DRAINAGE AND DETENTION PONDING. A BIKEWAY/ UTILITY .
<br /> 36 6°11'56" 280.00' 30.29' 15.16' S02°31'49"W 30.28'
<br /> PATH OVER THIS PARCEL SHALL BE OWNED AND z
<br /> I w I - v 37 90°00'00" 20.00' 31.42' 20.00' S44°25'50"W 28.28'
<br /> PEDESTRIAN12.s ( - 0 w--
<br /> MAINTAINED BY THE CITY OF LOUISVILLE. THE GOODHUE 25' ACCESS a 8LOCK a t t t o r 11 r
<br /> s oo°12 l4 w 150.11 Io �' 38 15°54'35" 255.00 70.81 35.63 502 19 31 E 70.58
<br /> a� UTILITY ESMT. ti sp0° 1214 w I v - v 39 8°36'50" 466.64' 67.15' 33.64' S05°58'23"E 67.08'
<br /> DITCH AND RESERVOIR COMPANY SHALL RETAIN AN EASEMENT w N ) 120.65' 29.46x,Izs O o 148.48' °
<br /> r r t O r " r
<br /> OVER THIS OUTLOT FOR OPERATION AND MAINTENANCE OF THE ' I- N PO soa°12'I4 w o I I 0 40 9°34'19" 75.00 12.53 6.28 S86 08 19 E 12.52
<br /> N' o I I _ 1-1 I � �, Q 41 96°34'52" 30.00' 50.57' 33.66' S33°03'44"E 44.79' . ‘1,1:,..., rt
<br /> IRRIGATION -DITCH. a 137.83 m I?s' S00°01 32' E
<br /> 00°I2'la"w ' 3 -� 42 8°11'05" 125.00' 17.86' 8.94' S11°08'10"W 17.84'
<br /> OUTLOT "C" I- I u•E B' I I 178.17 I v
<br /> -) aI.96 I i„ w /34\ / 43 8°42'36" 446.64' 67.90' 34.01' S02°41'19"W 67.83' al^ S i
<br /> A 0.464 ACRE PARCEL DEDICATED TO THE CITY OF LOUISVILLE d'a 16' u.E. N - a /
<br /> W O I 4J �.+••}- L.S� a t r 1 O t tl ► , 4 • + ,,,
<br /> m 44 26°04'40" 125.00 56.89 28.95 S77 53 09 E 56.40
<br /> FOR A PUBLIC BIKEWAY/PEDESTRIAN PATH. THE GOODHUE DITCH I m I I t 1 t o ► " ► 0': ' �"
<br /> i� �\ 45 53°04'23" 50.00 46.31 24.97 N88 37 00 E 44.68
<br /> AND RESERVOIR COMPANY SHALL RETAIN AN EASEMENT FOR _ ti In - ti m N / ; 1',:,
<br /> OPERATION AND MAINTENANCE OF THE RELOCATED IRRIGATIONI °+ o O1 '� _ �10 o o / 351 46 8°39'44" 125.00' 18.90' 9.47' N66°24'40"E 18.88' '
<br /> Q 8 NW CORNER,WI/2 SW 1/4 ,D o z ti N m \
<br /> W I/4 COR. SEC. t t ' ' N N - N V Z O f 11 f 1 t ° 1 it 1 „:
<br /> yt
<br /> >, NwV4, SW I/a, sEc. 8 Z J 0 o m 47 19 12 02 125.00 41.89 21.14 580 20 33 W 41.69
<br /> OUTLOTI"D" • TIS , R69 W 0 F I I © I / 48 2°46'19" 250.00' 12.09' 6.05' N24°34'37"W 12.09' `
<br /> A 0.056 ACRE PARCEL WHICH WILL BE CONVEYED BY SEPARATE THE 6th P. M. ( 1°1 I I 49 20°09'38" 270.00 95.00 48.00 N15. 52 57 W 94.52
<br /> 10' FORMERLY OUTLOT A"OF SARATOGA SECOND FILING
<br /> UTILITY ESMT.S u.E. w' -" 50 16°47'38" 220.00' 64.48' 32.47` S 15°31'06"E 64.25'
<br /> S00°12'14'W �T UTIL. ESMT. DEEDED BY INSTRUMENT RECORDED UNDER RECEPTION ��
<br /> INSTRUMENT TO THE ADJOINING PROPERTY OWNER.. ^ 659.36'___ "19,0 27.00 19.•Ori •
<br /> 1 WEST LINE SECTION B I I N0 570473, FILM N0. 1267 OF BOULDER COUNTY RECORDS DRAINAGE ESMT. / ,
<br /> V --- -- --- --- v r 11 r ► 1 0' ► tr t '
<br /> OUTLOT "E" 1 0 01 94. 4' . 167.29' 14R 4R' -__ 178.5 ' ° 0 7, 51 16°5913911 140.001 41.52' 20.921 532°24144/tE 41.371
<br /> PARCEL WHICH WILL BE DEDICATED TO THE CITY N00°1214E ° ° ,1 N 89 46 52 2 41 13 140.00 6.57 3.28 539 33 57 E 6.57 _ ,
<br /> I
<br /> ,
<br /> A o.191 ACRE 1 N 00 12'1 4 E ( � ° r 11 t 1 t rr ► 1
<br /> OF LOUISVILLE FOR A BIKEWAY AND UTILITY EASEMENT. 46.90 \
<br /> 10.00 t 53 30 00 00 250.00 _130.90 66.99 S 15 05 24 W 129.41 a
<br /> �..., ► II t_ .1 - , O ;'-" a _.�. r. '_. i
<br /> 0, 588.3 5 I I .- 54 38 20 25 125.00 83.65 43.46 S70 12 47u W 82.09
<br /> PRIVATE DRIVES SERVING "FLAG LOTS" AT BLOCK 3, LOTS 4 THRU 11
<br /> 1%163°08'2211E 1 �� - I /_ \ I 1 I i�- ) i-'� /,/' 1 J 39/ 55 50°50'21" 125.00' 110.91' 59.41' S25°37'24"W 107.31' ',
<br /> 8. ) \ � tf � J � i �\ /47 I / 14Q. �� 1 ► 1 876°00'41"W rat?
<br /> SHALL BE MAINTAINED JOINTLY BY THE BENEFITING HOMEOWNERg I 1. 23 Z� I,` 1 I \ 6 ( 4_j ` ( 3 1 / �) � ) �_/ , 56 27951'46" 125.00 60.39 31.01 60.19
<br /> TAKING ACCESS FROM THE DRIVES. �` \ I I I I
<br /> 9. ) AS OF JULY, 1987 THERE ARE NO 50 YEAR OR 100 YEAR
<br /> FLOODPLAINS \ <A I S A R ATO GA I S EC O ND F 1 L 1 N G i
<br /> WITHIN THE SITE. THIS IS SUBJECT TO CHANGE IN THE FUTURE. \ u' I I I I II SHEET 2 OF 2
<br /> ••, Xi X SPRUCE LANE
<br /> A 43 LOUISVILLE, COLORADO
<br />
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