|
.•
<br />••
<br />:
<br />• •
<br />POINT OF
<br />BEGINNING
<br />in O
<br />0 0
<br />rn
<br />m
<br />U)
<br />N.E COR.,SEC. 18
<br />T.1 S., R.69W,6th P.M.
<br />( FOUND NO. 3 REBAR)
<br />N
<br />--73.00'7 .00---�
<br />\ 8 8 \ �8
<br />HERITAGE SUBDIVISION NO. I PLANNED UNIT DEVELOPMENT
<br />A PART OF THE N.E. 1/4 OF SECTION 18, TOWNSHIP I SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN
<br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO
<br />SHEET 2 OF 2
<br />\\
<br />Cl
<br />~ N
<br />N.
<br />53' 5511 W /
<br />864.75 /
<br />.,
<br />73.00---81.60';�R, y' 25 9Ocr8I.00'--)1-69.00'----64,00'---64.00'- -72.18 --�a 81.57'7
<br />ahs,
<br />•
<br />0
<br />$ `I $ 2 8 $ $_ 5
<br />1` -83.00--73.00. ---733.00- ---73.00'--4 81.00
<br />LI g� 8J 8i-8--8--
<br />3 cr$ I o 2 8 3 g 4$ 5
<br />coI / //-
<br />.--81.00- -x°-69.00'- - • -64.00'-- -64.00.-
<br />8"c
<br />64.00
<br />1
<br />•••. \ • 283.00 1, °J' / / _ 3 5.9
<br />125.od - SOUTH ��', PlO L K AV E N U t \
<br />_
<br />% z
<br />I �loo.00- /0;81.00--�°71.00----71.00---71.ov---71.00'---71.00j---71.00----71.000 �--;113.09'--.,
<br />\ j I 911_ 15.96 a�1
<br />8� 1 .8.....:.4 g 8 \ 8 8 8 / 8 8 8 8 9 �o�
<br />\Ji \ ro23184$5/ o/6 07 80 \ %"cb1 100.00 I,\I- / I
<br />I / - I:1 109.78' /4
<br />1 \ I 1 5UE_....i..1._-,,0
<br />1 T- \
<br />S eQ-81.00'-- --71.00' --71.00'----71.00 -- 71.00' -71.00'-- -71.00'- - - -71.00-a 90o
<br />g 8 8 -?.3.----..__/-8
<br />14 8 $ 8-.
<br />8 18 8 17 $ \16 g 15 �j4 13 0 12 11 r-'
<br />\, 8/ /a 8 \g /
<br />I
<br />8"E
<br />0'
<br />0)
<br />0
<br />loo'
<br />50'
<br />0
<br />200'
<br />SCALE I“ = 100'
<br />•
<br />••«. •...• • 1.
<br />.
<br />• . . .. . . «•... . • • •
<br />•.• • • • ••• • • • • • ••1N• ••
<br />=13 1 14
<br />L.14
<br />\
<br />•••t••
<br />•••• •.
<br />.•
<br />•
<br />.•
<br />•
<br />•
<br />•
<br />s•
<br />•
<br />•
<br />•. w•••
<br />•
<br />•
<br />•
<br />:
<br />.•.• .00
<br />•
<br />• •
<br />•.••••
<br />0 2 \ c:
<br />\
<br />ti
<br />li 100.00' 1`
<br />I
<br />\3 8
<br />IAF I sE \ ti
<br />I1 100.00'\
<br />1 1 1 4 8
<br />�,y 8
<br />N-
<br />23 37'
<br />----71.00'----71.00'--•-71.00'---71.00'11: -71.00'----71.00 9~O°t2--;
<br />1� n \
<br />626.37_ '
<br />N--11--1- FILLMORE , ---AVENUE
<br />-81.00'----71.00'4`-_64.00'_---71.004 --64.00'---71.00-- -64.00
<br />I ,„(i . IrN. 100.00 1 1 �/ O
<br />,=�I \ 8 8 $ 8 $
<br />I F- \ 8 2 $3/ 4 $586 8 7
<br />-I !------L_:
<br />is 5 N:8, w I \ I-
<br />- f
<br />I i II 100.00' I Cr-, N c�° - 81.00 - �•- -71.00 - 164.00 -- 0() �,-§4.0d _ _ 71_00 - - - -64.00 _- _69.00.--d76.91
<br />I ----- \E-----\ 13
<br />10 I $ 6� 88 8 X28 \27,26'�g 25 g 8 24 g 23 8 22 21 $ 20
<br />1 1
<br />` IO U E. I -N ;4..--alf.f-81:00 A - -- 71.00'- -- 64.00 - --71.00' - --64.00' - .- 71.00'- - - 64.00' - - -69.00'- - - -76-91-
<br />18 \\7 $ \ ® c'' \
<br />N 00° 5814 511
<br />2902.62'
<br />--:Ze- 42.59'
<br />w 1
<br />�03--136.33' a0)
<br />/9
<br />O
<br />011.s
<br />/o -- -111.7(. g\
<br />O N 620
<br />14,
<br />\32° a1
<br />sa 16
<br />1 - riS° S
<br />9 ti ' I 1050'2 /9""
<br />sls3 4°3e6.46.00' aai 15 �3 8
<br />:Z.:
<br />cD 5930Iiiii
<br />\�101'42��� II8 14
<br />43 v.°07 48" c�DU 19.00 101.42'
<br />25' bo101
<br />8 Z-1
<br />o �I' 8 12 13--
<br />mI 1
<br />N 10
<br />I
<br />01.42L -I <3°- -101.42. -
<br />� 1
<br />/
<br />r
<br />/ N -�
<br />NOTE
<br />TIE TO OUTFALL DESIGN
<br />BY OTHERS.
<br />/1
<br />49
<br />�M'
<br />/
<br />/3° 114 71 lagcj 2`
<br />9 -/./30 -,i -,1,s14/
<br />/ 4>" 61 - /
<br />3/ 1 I 6j
<br />I I ,e,
<br />\9' ./
<br />Q''° 8.72 II 1/
<br />( '
<br />06
<br />6-,,99 2. 57. 7
<br />0
<br />69.00'-46.37
<br />16.86'
<br />8 .8 9
<br />-- 90
<br />100.00' I
<br />I \ I
<br />-�\ $ 8 \
<br />1 I Io0.00'
<br />' \1.
<br />3
<br />MADISON
<br />W `' 81.00' - ---.64.00' - -' - - 71.00.- 64.00'- 71.00' - - -64.00'- `- - 71.00' \ - 64.00' - - . - 64.00'
<br />m _---- '
<br />2� 8� 3 8 4 8 5 8 6 8 7 8� �''. _c; -- 9 _0)'11 °�
<br />8 $ 8 8 - 8,9
<br />--81.00---64.00----71.00---6400----71.00'-- -64.00---71.00--•-64.00--•-64.00--43-85.30--
<br />--'--------------- ' -1 ,
<br />�°--�------------ �-� � 71.00- �� 89.19'----'.oy50.37`
<br />°
<br />I 8 8 � p.'p 8 p g p N `�G" \6$
<br />88 46 0 \\ 5 8 44 0 43 g 42 0 41 `\O 40 $ 39 , 38 0 37 \ cp
<br />g - g 0. 36 of°aa
<br />0 - - - 71.00 - - - 64.00.- -N71.001- --- 6400 -- X71.00 -' 43.19.-N,
<br />_, 1 `,,� SOUTH-WASHINGT' 33 o0
<br />+ 430 •.-?_
<br />/. O.
<br />� � _ 'N 222 57 • i t - �- GL..
<br />\ 8\,
<br />0 CC:q ti 10
<br />(D• 10.00' c "' • 1N
<br />o-tn
<br />° N I
<br />\ I } .
<br />m�8 10\ 8
<br />ti
<br />ti
<br />100.00'\I1
<br />J \1
<br />8 1! 8
<br />Z
<br />Ioo.00' 1
<br />N. W1ji \91
<br />N `n \ 12 \W a,
<br />N Z `r-° •"I' -''t ti
<br />\J 104)9
<br />`� 43--100.02'
<br />5 II
<br />0 is
<br />to so
<br />06,.
<br />-61.25
<br />46.00'
<br />=4-44
<br />°- 81.00'- - - 6400'- - 1.00'- -
<br />r,
<br />5' I'' 1.00'
<br />-64.00_'--�6390',s, \
<br />-
<br />7466
<br />•
<br />10.
<br />TRACT
<br />4 892 Acres
<br />0
<br />6
<br />162° 02' 511 46
<br />228'111- -�-
<br />\''-51- \--\11
<br />21 v
<br />0
<br />3
<br />\ \I1 °\9�h �' \ '
<br />x` 85 00 -\ - -95.00 '
<br />' J ` N 260 00 1 ,
<br />.S• -N -HAI RDINGCOURT�N- 6
<br />1
<br />7L1 j- •$071.00'- *.. 64.00` ...1 81.00 �-1
<br />14.00 11
<br />26; 2?, N I 28 NII 29 gi
<br />. 1` ami \ m
<br />-_- 1 \ I' °�'',
<br />a
<br />VIIv
<br />5. c6 6 \ i_ B -8. -$ ,
<br />_ I
<br />\ -4
<br />1:13 N, IfIDI
<br />..4,.$1,3100 (13 005.8: StrN
<br />c5N, 10
<br />2r -84 17 cgf
<br />I.
<br />50
<br />5p o05 ,0
<br />100
<br />104 86' stx
<br />0;006.50 • t _I
<br />105.00' 90o1
<br />4 If
<br />9 15
<br />cr
<br />11 105.00'
<br />rZ
<br />4f3R096(C),,c0,0!
<br />N. 1/4 COR.
<br />SECTION 18
<br />( FOUND 2 'PIPE WITH ALUM. CAP)
<br />1372 09'
<br />N.
<br />SWAM DESCRIPTION
<br />- --PROPOSED FRE HYDRANT
<br />- - -PROPOSED BLOWOFF
<br />I V-
<br />co co
<br />\5
<br />10 22' 1 644'
<br />87.56--53'73--60
<br />o_
<br />A. 7°42 59"
<br />'j.2491'
<br />..,,,, \ I \.„:3:61,, -0,.18 $E.
<br />..:31,996,\.0,:::030.1.6!„..,-2.:0, . 1 61 /:$..ro:-.2)-?Idul 03.001 r:--..,3. LI= 10224'-
<br />6i rr-
<br />-8 10:00. I I _., 7 -
<br />co
<br />\ pit . . .131 _ 10 016:0 T. -ii \
<br />100.00, NI, 1 100.00\ II .T1
<br />:I - :1 I \ 1\00.00.:i
<br />0 N-
<br />-18-g 1 1
<br />1008 .00-: r i; 7 -o -O.00' 48.
<br />9 _.; g 8 10 20.6\I'-7
<br />co
<br />co
<br />Ill J
<br />Clti
<br />_-0-11(_° _ looms_ _.sL. 1 ) \
<br />\o'l \ 7 li \op, 4 77\..z.t..; ,2_< 1 fre; -79401,1: iiiim-46.0
<br />Poi a)
<br />MADISON-
<br />15
<br />8.
<br />/SEE
<br />/ f
<br />SHEET I OF 2 / f
<br />/ /
<br />/
<br />I /
<br />/ /
<br />/
<br />/
<br />/
<br />TRACT "B"
<br />/ 10000 Acres
<br />30'
<br />Sea ---
<br />23 "5j .•
<br />396.997
<br />164.46'-
<br />/
<br />i5
<br />o
<br />/
<br />a-1072_00)'5
<br />-!.e'/8' \1523
<br />45 96/:A411100.001
<br />aood
<br />CC 40*
<br />031
<br />25' I
<br />10
<br />101.46'
<br />3
<br />12
<br />2
<br />120.00'
<br />4
<br />10' UE
<br />CC
<br />100.00'
<br />rz
<br />100.00'
<br />rz R-
<br />100.00' I
<br />6
<br />30 D
<br />0.
<br />Q89'
<br />4,5e e
<br />15 s
<br />000
<br />12 8
<br />100.0d 1.
<br />13
<br />N
<br />CD
<br />NIP LINE OF N.E.1/4, SECTION 18
<br />2655.45'
<br />N
<br />869.99'
<br />383 25'
<br />SERVICE COMPANY EASEMENT
<br />RECEPTION NO.
<br />N
<br />FILM NO. 624,
<br />RECEPTION NO. 867372
<br />FILM NO.
<br />•
<br />•
<br />0.0
<br />55 I
<br />I 120.00'
<br />rei
<br />2
<br />>-
<br />co
<br />W
<br />10
<br />120.00 90
<br />/4
<br />0.1
<br />rn
<br />o
<br />rci
<br />co
<br />LLI
<br />0
<br />E 1/4 COR.
<br />SECTION 18
<br />( FOUND BRASS CAP)
<br />141
<br />•
<br />•
<br />00,0
<br />SHEET 2
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />0.5
<br /><3 NORTH
<br />SHEET I
<br />COMPOSITE MAP
<br />K --
<br />SECTION 18
<br />( FOUND BRASS CAP)
<br />PLANFILE F 7 PAGE NO. _D
<br />
|