HomeMy WebLinkAboutSIDEHILL FILING ONE - Filed S-SUBDIVISION PLAT - 2004-07-26Q
oc
r\
C/
I.
EE
0
w
M
x
II
STATEMENT OF OWNERSHIP,
SUBDIVISION AND -DEDICATION:
(t KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED
LAND;
A TRACT OF LAND LYING WITHIN THE NORTHWEST, SOUTHWEST AND SOUTHEAST ONE —QUARTERS OF SECTION 20,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO, FURTHER DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: THE SOUTH LINE OF THE SOUTHWEST ONE —QUARTER OF SECTION 20, TOWNSHIP 7 NORTH,
RANGE 68 WEST, BEING MONUMENTED AT THE WEST END BY A 2 1/2" ALUMINUM CAP STAMPED "LS 14823" IN A
RANGE BOX, AND AT THE EAST END BY A 3" ALUMINUM CAP MARKED "RA BRADSHAW" IN A RANGE BOX, IS
ASSUMED TO BEAR S89'26'35"E, WITH A DISTANCE OF 2641.74 FEET BETWEEN SAID MONUMENTS, WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 20, THENCE S89'26'35"E, ON THE SOUTH LINE OF
SAID SOUTHWEST ONE —QUARTER, A DISTANCE OF 143.67 FEET;
THENCE N00'33'25"E, A DISTANCE OF 84.00 FEET, TO THE NORTHERLY RIGHT—OF—WAY OF DRAKE ROAD, AS
RECORDED UNDER RECEPTION NUMBER 2001007023, LARIMER COUNTY RECORDS AND THE POINT OF BEGINNING;
THENCE ON SAID NORTHERLY RIGHT—OF—WAY AND THE EASTERLY RIGHT—OF—WAY OF TIMBERLINE ROAD, AS
RECORDED UNDER SAID RECEPTION NUMBER 2001007023, THE FOLLOWING SIX (6) COURSES:
1) ON THE ARC OF A CURVE TO THE RIGHT, HAVING A DELTA OF 89'24'46", A RADIUS OF 13.00 FEET, A
DISTANCE OF 20.29 FEET, THE CHORD OF WHICH BEARS N44'44'12"W, WITH A LENGTH OF 18.29 FEET, TO A POINT
OF TANGENCY;
2) N00'01'49"W, A DISTANCE OF 63.34 FEET;
3) N01'42'38"W, A DISTANCE OF 120.14 FEET;
4) N06'04'34"W, A DISTANCE OF 329.33 FEET';
5) NO3'17'52"W, A DISTANCE OF 499.18 FEET;
6) NO2'26'23"W, A DISTANCE OF 832.36 FEET;
THENCE CONTINUING ON SAID EASTERLY RIGHT—OF—WAY OF TIMBERLINE ROAD, THE FOLLOWING TWO (2) COURSES:
1) N00'01'49"W, A DISTANCE OF 715.64 FEET;
2) N00'13'56"W, A DISTANCE OF 1697.99 FEET, TO THE SOUTHERLY RIGHT—OF—WAY OF THE BURLINGTON
NORTHERN RAILROAD;
THENCE ON SAID SOUTHERLY RIGHT—OF—WAY, THE FOLLOWING TWO (2) COURSES:
1) ON THE ARC OF A CURVE TO THE LEFT, HAVING A DELTA OF 07'11'48", A RADIUS OF 2914.93 FEET' A
DISTANCE OF 366.13 FEET, SUBTENDED BY A CHORD WHICH BEARS S46'02'11"E, WITH A LENGTH OF 365.89 FEET,
TO A POINT OF TANGENCY;
2) S49'3W05"E, A DISTANCE OF 6355.08 FEET, TO THE NORTHERLY RIGHT—OF—WAY OF DRAKE ROAD;
THENCE N89'26'35"W, ON SAID RIGHT—OF—WAY, A DISTANCE OF 2551.31 FEET, TO A POINT ON THE EASTERLY
BOUNDARY OF THE CARGILL PARCEL, RECORDED UNDER BOOK 1383, PAGE 143, LARIMER COUNTY RECORDS;
THENCE ON THE EASTERLY, NORTHERLY AND WESTERLY BOUNDARY OF SAID CARGILL PARCEL, THE FOLLOWING
EIGHT (8) COURSES:
1) N01'07'25"E, A DISTANCE OF 309.78 FEET;
2) N14'40'35"W, A DISTANCE OF 193.40 FEET;
3) N49'49'35"W, A DISTANCE OF 360.30 FEET;
4) N41'50'35"W, A DISTANCE OF 246.15 FEET;
5) N50'15'05"W, A DISTANCE OF 366.40 FEET;
6) N37-53'05"W, A DISTANCE OF 729.12 FEET;
7) N76-41'35"W, A DISTANCE OF 36.75 FEET;
8) SOO'17'35"E, A DISTANCE OF 1706.80 FEET, TO THE NORTHERLY RIGHT—OF—WAY OF DRAKE ROAD AS
CONVEYED UNDER DOCUMENT RECORDED AT RECEPTION No. 2003-0040978;
THENCE N89'26'35"W, ON SAID NORTHERLY RIGHT—OF—WAY, A DISTANCE OF 566.23 FEET;
THENCE CONTINUING ON THE NORTHERLY RIGHT—OF—WAY OF DRAKE ROAD, AS CONVEYED UNDER DOCUMENT
RECORDED AT RECEPTION NUMBER 2001007023, THE FOLLOWING THREE (3) COURSES:
1) N85'53'24"W, A DISTANCE OF 315.92 FEET;
2) N81'48'45"W, A DISTANCE OF 168.86 FEET;
3) N89'26'35"W, A DISTANCE OF 144.20 FEET, TO THE POINT OF BEGINNING.
CONTAINING A CALCULATED AREA OF 218.250 ACRES.
HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS, AND
EASEMENTS AS SHOWN ON THIS PLAT TO BE KNOWN AS SIDEHILL SUBDIVISION, SUBJECT TO ALL EASEMENTS AND
RIGHTS —OF —WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT
MAINTENANCE GUARANTEE:
THE UNDERSIGNED HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, FOR A PERIOD OF TWO (2) YEARS
FROM THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE
FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT.
THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE
TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE, THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER
APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS —OF —WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES,
INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH BASINS,
DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE COORDINATED
WITH THE OWNING UTILITY COMPANY OR DEPARTMENT.
THE UNDERSIGNED SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT
BASIS WITH ALL CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE
CITY. THE UNDERSIGNED SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES TO
SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT —RELATED OR BUILDING —RELATED ACTIVITIES. IN THE EVENT THE
UNDERSIGNED FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID
DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE UNDERSIGNED. THE
CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED
PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD
SHALL REMAIN THE RESPONSIBILITY OF THE UNDERSIGNED.
REPAIR GUARANTEE:
FINAL PLAT
SIDEHILL = FILING ONE
LA TRACT OF LAND LOCATED ON SECTOOO M 209 70WHSHOP 77 MOO RM9
RANGE 68 WEST OF THE 67H PROMCOPAL HER90OQM9
C07Y OF FORT COLLOM39 LAROMER COO UMTY9 COLORADO
IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES HEREBY AGREE
TO HOLD THE CITY OF FORT COLLINS, COLORADO, HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION
AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT, FROM ANY AND ALL
CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY
SHOWN HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE,
WITHOUT LIMITATION, THE ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB —DRAINS, CULVERTS, WALLS AND BRIDGES
WITHIN THE RIGHT—OF—WAY EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR
CONSTRUCTION DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL
AS DEFECTS CAUSED BY OR CONSISTING OF SETTLING TRENCHES, FILLS OR EXCAVATIONS.
FURTHER, THE UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE
CITY OF FORT COLLINS SHALL NOT BE LIABLE TO THE UNDERSIGNED OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD,
FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE
CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING
FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY
OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE OWNER. I FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY
SAID LAND ACCORDING TO THIS PLAT.
THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO THE "MAINTENANCE GUARANTEE" AND "REPAIR GUARANTEE" PROVISIONS SET FORTH
ABOVE MAY NOT BE ASSIGNED OR TRANSFERRED TO ANY OTHER PERSON OR ENTITY UNLESS THE WARRANTED IMPROVEMENTS ARE
COMPLETED BY, AND A LETTER OF ACCEPTANCE OF THE WARRANTED IMPROVEMENTS IS RECEIVED FROM THE CITY BY, SUCH OTHER
PERSON OR ENTITY.
PROSPECT
RD.
SPRING CREEK
y'P�cgT
PROJECT5��
"
SITE
o
a
q0
A
OG
O
fit^
DRAKE RD.
RIVER
w
>
p
REtlOI`AAt CHANNEL
mo
O)
Q
r
Q
�
KOY`'
FcA
o
D QT
r`
J
Z
vi
U
Q
W
Z
Z)
O
U
F
a
_j
w
z
Z
O
m
P
rPLO��
p
Z
_�
~
HORSETOOTH RD.
4�
i
0
i
VICINITY MAP
APPROX. 1 "=2000'
STATE OF COLORADO )
)s.s.
COUNTY OF LARIMER )
SPRING CREEK FARMS. I i C.
A COLORADO LIMITED LIABILITY COMPANY
CALM NSON, �CO—MANAGER
GLEN A. JOHNSON, CO —MANAGER
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS tz nAY OF'vV2003, BY
CALVIN JOHNSON AND GLEN A. JOHNSON AS CO —MANAGERS OF SPRING CREEK FARMS, LLC, A COLORADO LIMITED
COMPANY, FOR THE PURPOSE HEREIN ABOVE SET FORTH.
WITNESS jy1Y„,;NAND AND OFFICIAL SEAL
MY�G6MISSION ,EXPIRES: °VoZNC+f�
NOTARY PUBLIC
HT DISTANCE EASEMENT RESTRICTION
THE SIGHT DISTANCE EASEMENT IS REQUIRED BY THE CITY AT SOME STREET INTERSECTIONS WHERE IT IS NECESSARY
TO PROTECT THE LINE OF SIGHT FOR A MOTORIST NEEDING TO SEE APPROACHING TRAFFIC AND TO REACT SAFELY
FOR MERGING THEIR VEHICLE INTO THE TRAFFIC FLOW. THE FOLLOWING ARE REQUIREMENTS FOR CERTAIN OBJECTS
THAT MAY OCCUPY A SIGHT DISTANCE EASEMENT FOR LEVEL GRADE: (1) STRUCTURES AND LANDSCAPING WITHIN
THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE FOLLOWING EXCEPTIONS: (a) FENCES UP TO 42
INCHES IN HEIGHT MAY BE ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT FOR MOTORISTS. (b)
DECIDUOUS TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED SO THAT NO
PORTION THEREOF OR LEAVES THEREON HANG LOWER THAN SIX (6) FEET ABOVE THE GROUND, AND THE TREES ARE
SPACED SUCH THAT THEY DO NOT OBSTRUCT LINE OF SIGHT FOR MOTORISTS. DECIDUOUS TREES WITH TRUNKS
LARGE ENOUGH TO OBSTRUCT LINE OF SIGHT FOR MOTORISTS SHALL BE REMOVED BY THE OWNER. FOR NON —LEVEL
AREAS THE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF VISIBILITY.
FENCE RESTRICTION NOTES:
THE FOLLOWING LOTS SHALL BE SUBJECT TO FENCING RESTRICTIONS AND THE OWNERS THEREOF SHALL NOT ERECT
OR CONSTRUCT FENCES IN SUCH A MANNER THAT DRAINAGE FLOW SHALL BE OBSTRUCTED OR PREVENTED FROM
REACHING DRAINAGE SWALES:
LOTS 5-11, BLOCK 6;
LOTS 1-5 & 11, BLOCK 7.
LANDSCAPING NOTE:
ALL LANDSCAPING IN THE CUL—DE—SACS AND EYEBROWS WILL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA).
APPROVED AS TO FORM
BY THE CI E INEF,R OF THE CITY OF FORT COLLINS,
DAY OF 4%M r A.D., 20
PLANNING APPROVAL:
BY THE DIRECTOR OF PLANNING THE CITY OF FORT COLLINS,
!_LL DAY OF NOVGY►' bW .A.D., 2003L.
G.- DIRECTOR OF PLANNING
ATTORNEY'S CERTIFICATION:
Y ENGINEER:
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2.2.3(C)(3)(a) THROUGH (e)
INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A
CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS
BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT
AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(f) OF
THE LAND USE CODE.
ADDRESS:
F1SCNz.'R R, I ISCHI R, LLP
Al I'ORNI Y',AAI I.AN
REGISTRATION
SURVEYOR'S STATEMENT:
I, DAVID P. ROBERTS, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION PLAT WAS
PREPARED FROM AN ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE FOUND OR
SET AS SHOWN, AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY KNOWLEDGE,
INFORMATION AND
oPPOQ HEGlS
DAVID P. R01
COLORADO P
FOR AND ON
LAND SURVEYOR
ERING, LLC.
I I 1,10V 03
DATE
CERTIFICATE OF DEDICATION:
THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO, FOR PUBLIC USE,
FOREVER, THE STREETS AND EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT (1)
ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE
EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE
CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTIL SUCH TIME AS THE PROVISIONS OF THE MAINTENANCE GUARANTEE
HAVE BEEN FULLY SATISFIED.
NOTICE OF OTHER DOCUMENTS:
ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT
WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS
OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS WHICH RUN WITH THE LAND. THE SAID
DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO 11ME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND
LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE
OFFICE OF THE CLERK OF THE CITY OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY
PORTION OF THE DEVELOPMENT SITE.
INDEX OF SHEETS:
SHEET
1
COVER
SHEET AND DEDICATIONS
SHEET
2
FINAL
PLAT
— OVERALL BOUNDARY
(300 SCALE)
SHEET
3
FINAL
PLAT
— DETAIL OF LOTS AND BLOCKS
(50 SCALE)
SHEET
4
FINAL
PLAT
— DETAIL OF LOTS AND BLOCKS
(50 SCALE)
SHEET
5
FINAL
PLAT
— DETAIL OF SIDEHILL
BLVD (50
SCALE)
SHEET
6
FINAL
PLAT
— DETAIL OF SIDEHILL
BLVD (50
SCALE)
SHEET
6A
DIMENSION TABLES
NOTICE:
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU
FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON.
NOTICE:
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON
THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE
BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR
COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF
APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF
OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS
AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT
SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES,
FINAL PLAT
SIDEHILL - FILING ONE
JOB NO. 39350.01
24 OCT 03
SHEET 1 OF 6
J•R ENGINEERING
A Subsidiary of Westrian
1 ,• •.y. • 1 ,• ••: to•
S-248 2379 __
r_
r` FINAL PLAT
N SIDEHILL - FILING CANE
c Q 7MC�T OO G= L&HO LOO C &MO QM BEC 700H 200 9 TOO WHSHOp T HOO RM9
N H&HOE (38 WEST OF THE GTH PROMICOP&L HERODUN51
II C� COTT OF FORT C OO LLOMS9 COUNTY OF LMONER9 ST' aVE OF C OO LOO RMOO o
18 17 SW4n-10E M49.09 17
- -
NCRTN LINE OF THE NW SEC 20-7N-68W
------------------------- - - - - - - - - - - - - - - --- --- - - - - --- - -+�An�
19 20 NW7NNESr CVfiN W 3FCn011 20
RECOVERED 3' ALUAV/N/M GIP STAA/PED M!7RTH OAF -WARIER GLI4NER 3FC77611V 20 j
j 2S 20123 RA BRADSJYA11r /N CONQPE7E 7OHN3719P 7 NOR N, RANGE 68 NEST
RECOVERED FT. COWNS SURVEY MARKER
j J 1/4- ALGM//NUII1 CAP STAAOPED 2S 2012i j
I j
I j
A=7'11'48"
R=2914.93'
L-366.13'
CH=365.89'
S46'02'11 "E
PERMANENT EASEMENT
PER RECEPRCN NO.
8."1022
pl
bl
NCI
hmbi,
NN�wj
.W 3t :
g� zj
Fn e� W j Obi
hg�l o
3
zwi 7 (o
r~i1 I M
o
o
Z
19
RECOVERED P4 REBAR, i
NO CAP
ham'
0 0;
as
_M
H1 r
p"
Zo
z
q NEST aW OUAR7ER CORAER SWMV 2C/
MWV3HIP 7 NOR7H, RANGE 68 NEST
N "1 RECOVERED 3 1/4- ALUMINM CAP STAMPED
2S 17497' /N A RAA16E BOX
o m
h OVA O i
H O
O
;u 3 z
"0,9
10' IRRIGATION EASEMENT
BY THIS PLAT
0 Q�j N61'10'04'W
H 8z N89.01'01"W 256.93'
71 87.40' 652.71'
HI N60100.00"W
;I N `70. IRRIGA710N EASEMENT
I rn m
u w l
EXISTING RIGHT-OF-WAY i
RECEPTION NUMBER
200100-,
30' RIGHT OF WAY -
(BOOK 4, PAGE 183)
i o1
120.14' I �o
N01'42'38"W
a
63.34' 1 f
NOoro1'49"W
S89'26'35"E
143.67'
301 i 2
2
130
16886 N85'53'24"W
K CW 6
1aa 20-N�9_26 35 W 1337_40'
T--1-1-
PCINT OF BEGINNING 33740
POINT or camo NCFMET?
SOL17NNEST CORNER 3EC770V 20
0'33'25"E 701WSWP 7 NORZY RANGE 68 NEST
84.00' RECOVERED 2 1/2- ALUWAVM CAP
STAMPED 2S 14823' /N A RANGE BOX
176'41'35"W 36.75'
5777500E 36.75'
' — OUTLOT A '—
CALCULATED AREA =
138.078 ACRES
I I GAIZGII I
_ l_J RDOX IM3 PAGE 14,:5
(NOT ]INCLUDED)
,OCK 8 S0017'35"E
12.00'
209.41' I / / �(1)000( S. PAGE 19)
'`- OUT,
CALCULA'
34.415
N89*39909N 5279.53'
EAST -WEST CENTERLINE OF SEC 20-7N-68W
T
�B.
' B '_ i
AREA =
500'3400'W .i3979'
401'07'25"E 309.78'
09115COWRED 14 REBAR
AND 1LLE6X%E CWANLF
15' UTILITY EASEMENT
BY THIS PLAT SLOPE EASEMENT
58926'35"E REC. NO.
VIER EASEMENT PERj/!0
726.29' 20D3-00040982
12
'nav Na 9.wP2J9TrOEDI� D BY L THIS PLAT -WAY r o-201.90'•
111 1 R-1692.00
SOUTH LINE OF THE SW 1/4 SECTION 20-7-68 2
3000' S89'26'35"E 2641.74'
RIGHT-OF-WAY BASIS OF BEARINGS
DEDICATED PER
DOCUMENT RILED
UNDER REC. NO.
2003-0040978
EAST OVE-QUARMR LVRAER SECnAY 20
7OWSHIP 7 NOR7N" RANGE 68 NEST
RECOVERED FT. COLLINS SURVEY MARKER
2 1/2- ALUM/NUM CAP STAMPED 2S 17497-
20' WDE UMITr EASEMENT REFERENCED �.
IN RECEPTION NO. 97060441
10' WDE WATER LINE EASEMENT
PER RECEPTION NO. 97060441
ri
1 20' DRAINAGE EASEMENT
BY THIS PLAT
5"�rSVEA2NBAR
r33'2W 30.00' �'��� N REBAR
A1014P
--------- .�
_ IIfT11YET71TAD--_--- ��---------------- S� _ _
-- --- --
--------------- --- S89'26'351 2641.51' -� --------- 4s.6s'
SOUTH LINE OF THE / i 20' SLOPE EASEMENT
SW 1/4 SECTION 20-7-68 REC. NO. 2003-0040983 120.06 29
SG></nl A1� OIVAR7ER GIGPNEIP SECnAV 20 / 7 120.11'
7OW-WIP 7 NOR7H, RANGE 68 NEST
RECOVERED 3' ALUV#VUM CAP STAMPED \ i
IPA BRAD -WANT /N A RANGE BOX
21
LEGEND
=
SET #5 REBAR AND 1-1/2" ALUMINUM
CAP STAMPED IS 32825 JR ENG"
Oo
= RECOVERED MONUMENT AS DESCRIBED
O
= RECOVERED #5 REBAR AND 1-1/2" ALUMINUM
CAP STAMPED "LS 24307 JR ENG"
= RECOVERED SECTION CORNER AS DESCRIBED
RECOVERED SECTION ONE -QUARTER CORNER
AS DESCRIBED
S01'07'25"W 339.78'
= MEASURED BEARING AND DISTANCE
50034o0"w 339.79'
= RECORD BEARING AND DISTANCE
300 150 0 300 600
SCALE: 1" = 300'
I
I
rri
9
4
co
14 NOTE:
OUTLOT 'A' WILL BE REQUIRED TO DEDICATE ADDITIONAL RIGHT—OF—WAY UPON
SUBSEQUENT PLATING OR UPON CONSTRUCTION IMPROVEMENTS ON TIMBERLINE
ROAD, WHICHEVER OCCURS FIRST.
21 /- AfCR7H RA G1F 68 S r RE 20 7ONN.9V/P 7
� NQP7H, RANGE 6B NEST RECOVERED .i
ALUA//NUA1 CAP STAMPED TPA BRA&WANr IN A
RANGE BOX
28
FINAL PLAT
SIDEHILL - FILING ONE
JOB NO. 39350.01
24 0CT 03
SHEET 2 OF 6
J•R ENGINEERING
A Subsidiary of Westrian
M East Prospect Road, Suite. W • Fort Collins, CO 8M
970-491-9(388 • Fax 970-491-9W • wwwgff girleer )gcorn
S -248 237 ?
13
EE
a
N
R
Fil
M
m
rQr^)
vJ
O01'
Z�
�r 3
NET
8
Nc
00
90.04'
t0
I
O
N
OLLI
o,
U
M
�
3
m
t
o
n
0 Z ADDITIONAL
O RIGHT-OF-WAY TO
LLI BE DEDICATED
Z UPON RECORDING
J OF THIS PLAT
Qi
M
m O N
0
o < '< o
�a 10
to
0+ o�
O ~ W
M m 0 2
or z
z
�o
F
w0U
W
�K
I v
FINAL PLAT
SIDEHILL - FILING ONE
La TR&CST OF LAMB LOCATED TEDD OM BEC700H 209 70WHONOP 7 MOO R7N9
RAHOE as NICEST OF THE 67H PROMCOPAL HIER000AM9
OOTV OF FORT C OO LLOa39 C OO UH7V OF LARON EQ9 STATE OF COLORmOo
11 Ulu
\ I ADDITIONAL ^�' AND UTILITY EASEMENT / O ' �Op. y 5.00' UTILITY er J O' \ 6 \ ti .�/ Q9.00' NSss J l
RIGHT-OF-WAY TO I� / / a" / `\ %EASEMENT oo s,000 �0 2/ 00)6 s,o7o sq/FT,,," � ITY 0E DEDICATED UPON I� cyOsQFr 3 3 \ O 66y/ ' s pc EASEMEMERGENCY ACCESS / / / ` SO ~ ` S ` 9h �� 2 7 I 00THE RECORDATION Iv00 / .3 / �O y0 04 00�� 3�Op y N0' AR. AND UTILITY EASEMENT o/ 5OF THIS PLAT 0\ .o// N15'00'00"W 00, p S,00000'S0 / .00 / 16.97' Op+\ ESQ n0 So FT ,70 ^O oo O 00 \ S �,y�j� 7,830 SQ FT
ram/ O / F �Op• c� • oa o ? 0hh Oc 6 S67'16'Os"W
�� / 21.00' 5.00' UTILITY 768 \ \ o �O O �' ry� / sS• `�� / 5,035 SQ FT 47.78'
/ / EASEMENT p0 \ `�
MATCHLINE (SEE SHEET 3 OF 4 /o /\`s0°o' S3 o46�s "� �9r c�A ^��iN9533'3z"E BRA /
o ti zz.ss' o 06 2 ao
/ w /� TRACT I - \ \/cr-_
o 7 ( h9�„„ 5,000 O O EMERGENCY ACCESS /�v� o/ 2 \ SO Fr 5,000 ,moo PL55 \ � a N
1 ` AND UTILITY EASEMENT :\ / hey BLOCK J / �l\ AINAGF.)2� \ Sp 0000 SQ FT oO \ by ° i! �u N_ 1 1
\ S o `,.` / L126- \ °• \ \O' O O \9 5 7,522 SQ FT 9 O.O• 11,333 SQ FTI
�~ 4,928 i� / \ A T$ r, 10.00' 0 15.86' W O
I \\ 0°p\\ /00 Op/ j n n\ a \ Q UTILI 5,542 SQ FT ` I cV
N6 F /o o ep \ \\ \\ss \S Op oo sQ Fr oo TRACT H /\ ti 5 col 1 r7
15.00' \0� 7,\ t�1�'1 O/ / Op• \ \ O�� \ �> p (OPEN SACE) C� \ J1 c4 EASEME T = 1tq
UTILITY °op, s �� / 1 yo/ /ary °OF \\ \ \\� s o o,s79/ Q Fr ��.i \ O 2248 W J I 1 o i c�
EASEMENT \� 2/ /�• ,9 \ �\ �� \900 0.245 ACRES 577
BLOCK 2 . , \ \ \ / \ ,. _65 Zs 5,802 SQ FT Z 20NA l
\ h / \ 9? \ S75'00'60"W L129 \ w _ 2308 DRAINAGE
/ oo �� 9.00, BLOCK \ ` 63 \ ` ts.9T/ L \ I 0 = M�J o 2314 & unurY
TRACT ttBtt / / /\ UTILITY /o J I 11D r N� Y 0 - EA E T l
I 9.Do' \\ / 3 / \ EASEMENT /o \\ \ 29.83'`125 i I o o N YY PL114 �3 0 l
(MULTI -FAMILY) unurr 7 0 / ti6� "' \ �' l 114 , �I i
213,824 SQ FT EASEMENT/ O / OOp•\ //y EMERGENCY ACCESS DRAINAGE \ ��I 1 �` EL210 3 IN 8 00 \
r N90'00'00"W 88.00.1 o w I 8,146 SQ FT Z /� 19.84'
I 4.909 ACRES / O 41 / AND UTILITY EASEMENT EASEMENT % I 0
'7 / lj \ / / m o l o o 0 /Q
9 )S� / 00 / / uDi D N I S45'00'00"W d o 00 0 0 I 9.00,
---------- / / \ I
/ o \ \ o / m z p p UTILITY \
N90 00'00"W 99.32' - o v / m Z o l l0 16.97 N 0 0 EASEMENT
/ o / \ " / m a o o Sj 't o N77'29'31"E I I
/O �\\ / / \\ tt tt y� / / Zm I In `� Nl rn l
8 / \ TRACT C wo M a,a2e Q FT I I 12.00' I^
N / \\ o'Oo / / I I N9O'00'00"W 100.00' 28.5' 28.5' I 2302 a N 3
3 .59' _ __ 8� / 3? / \ (MULTI -FAMILY) o / / 10.00' ` _ _ J o _ '
117.11' C ° / \\ 138,208 SO FT y, p 20.00' / UTILITY M 44.14 oirn A
,� vh PLA / 3? / \'60. 3.173 ACRES O �� EASEMENT �// EASEMENT 1 10 9 c0I �90'04p0"Ej o L�
N \�' O' / \00• / l l 4,900 SQ FT �' 0 m t-- p to
_S90'00'00"E 9>�0 ' - i3 ,. / \ O'ly O / / 5.00' N N N90'00'00"E 164.14' N - N
ry s o , _N/ N90.00'oo"w 100.00' Lo HAYMEADOW WAY10
3 I SIGHT�S7 326 °F \ 9.00' \�' J h/ pl ,o 0
OD DISTANCE ??�'j1� �� UTILITY \ / / of I MI N S90'00'00"W 207.54' N
r I EASEMENT f 7j3 �! �� EASEMENT \\ / / Ml �0 10 OI �1�r_ 44.50' SL2T 51.2T
m N I 1p h \\ / / NI Io; a.9oo SQ Fr tA-------- - -- - --
Z I % ��� 7y66 " ��� \\ 1���\ / / of I� Ni 28.5' 28.5' 0 2303 0 2309 0 2315 01
t5.00' / L145 ` h \ `� \\ \ /'I`RIAC'1' ttr+tt oI N900000"W 100.00' N It 5,952 So Fr o 0 0 0I
`T` ' G n
UTILITY / " ` \\ \ \ / of l 00 1n 0 -5,127 SO FT f5,055 SO FT
EASEMENT / �� \� \ \!j / / (SMALL 0 0) M 0 IN 3 co G' I
�Ooo NEIGHBORHOOD (nI F0 1 1 0ll w p I
la 4,900 SO FT N1- w N S)0'9.00'0"W 100.00' , 0 2 0 1 0l
I N66.46'23"W ^�/.00 `\ O \ PARK) I I o 0 I
�1"2118 O �560• \ \ / / 45,111 SO FT N9000'00"W 100.00' l 0 3 I~ UTILITY I 0 p0 00
R=11529.62' 5.01' /� a/ \ 00' �>> , \ / l l o o EASEMENT 4 Ol I 0 0 cn
/� \ Op, sp\ \ 9 / 1.036 ACRES l l p O O In
L-272.68' v/ O� F bpi \ V / o W 0 OIOI 5,842 s4 FT 0l l 0 J
I S30 00'00"W / L148 9.00' \ O I- In o (n 51.27' 39.27'
CH=272.66 20.17' / UTILITY \S6 ' ` S00'00'00"W L - - L116 - 0 12 I N � 0 0lN 1 N90'00'00"W 90 54'
1 N00'40'39"W / �`/-J� -L149 EASEMENT \ObpO 4890 ¢4 � � 44.61' \ n l l6 4,900 SQ FT N o N J
L �o o' p. �I I I� sso'oo'oo"w 100.00'
I ^h/ L150 \F S _ _ L718 J L N90'00'00"W 100.00' Q I I S45'00'00"W
It
S66'46'23"E �68p ` S45'00'00"W 30. - - - - - - - - Q 5 0 01 16.9T
5.01' cv \ \ 16.97' / /�37.00' - - 49.00' 49.00' 59.00' l 6.00' 0l-I o 0
L744 O \ \ \ I o 0 0 0 5,000 SQ FT TI P
L143 '�/o S\ \ 0/ 0 0 o N I 0 L0 IN r� I
l ��"io 6°00\ `� `\ Nr �, l 16 a 15 0 14 0 13�I 3l
1 L142----r 140 00 F \ ` \ N 0 S90'00'00"W 100.00'
\ \ / ^/ I a,7e1 a,9oo 4,90o s,as1 Ol o l
1 L 77\\ �\ `\ / / = l sq Fr 3 sQ Fr 3 sQ FT 3 sQ Fr l CIO 6 0 oI
I 9.0' p
l L141J /v 6S9\\ /�\ �\ `\ / / - I o 0 o UnLI N 5,000 SO FT � 01
J, \\ 1 \ \ `mil / I o 0 o y1 EASEM NT IN �1
_L \\ 1 2250 0 2256 0 2262 0 2268 lI I
I L162 -L137 \ \ ` \ " - N - - - U) - - - � - - 1 28.5' 28.5' o 1 S90'00'00"W 100.00' I
_ - \ 0 6.23' 11 9.0 ' 49. 4.00' o I �7 o I
S90'00'00"E 157.15' N 5,000 SQ FT
Itc)
UTILITY AND \\\ S ��\ A 6 1 CL- N90'00'00"E N- 50 c\j UTILITY
l RAINAGE \ 00 \ ) 9 200.65' I EASEMENT
l EASEMENT UTILITY 119 N KRISRON ROAD N I N90'00'00"WQ 100.00'
\\ n(2 YCyq 24�j \ EASEMENT / 2SS� Q N90'0_0'00"E _157.15' P 00
l
C _
\\\ "IS ���T \\\ // O `, S / ---- -- 28.5' 28.5' oIN 4,928 SO Fr J n
o \ \ 46 \ \ / ^i �~ 9.00' I N90'00'00"W 88.00' S 975'00'00"W i
N \ \°00 •. \ \ /,�`o " ~' / UTILITY I l
\ p \\ , / EASEMENT I I
BLOCK 1
I \\`� oo�\S3 / � o� I � l BLOCK 8
/ � IA�
/
-01
3 "All
\\ / / I w �l
`> I TRACT A !�" ' /l M Cl
�t (MULTI -FAMILY) vv oo/ /m^" / // I N o NI
z I 274,280 SQ FT \ O/ /co / Q I w > o l
I 6.297 ACRES \\\\ / / BLOCK J l 00 0.4 In I
L130 7/ t154108"
\\ \<\3s ^yV< 331� / // 9.00' l En ¢ l TRACT "Ell
I \;, ✓, �T1T 1" '�•� UTILITY
ADDITIONAL RIGHT-OF-WAY TO -� / I I
BE DEDICATED UPON THE L155 47
L=29. 2' 11 11 86,423 SQ FT
EASEMENT g,Op'
3 rnNl RECORDATION OF THIS PLAT 7;?/ / TRACT F UTILITY -j N O I 984 ACRES
_ / EASEMENT 9.00,
t SO FT uTuTY
�I 23'x15' UTILITY 20.00' / �I / 8.9319 ACRES l EASEMENT (OPEN SPACE/
p of EASEMENT BY DRAINAGE L169 / u / DRAINAGE EASEMENT)
0 z \ THIS PLAT. EASEMENT - -T / (OPEN SPACE/ l I
Z-------------__ 15.00' �16a�'
_ _ I DRAINAGE EASEMENT) I 28.5' 28.5' I
PL 34 - N89'26'35'W 141.54' - - - EASEMENT UTILITY mF- - - L767 - - - -� �- L1631 25.5' 25.5' 1 I 3 l
0
100
POINT OF BEGINNINGcq
cq
19 20 M
l0
0
L - 143.67' - -�Z - -
fi&A T AF COIIIMENCEA/ENT
30 29 7 �N R A� pMST
1 RECOWN17? 2 IA- ALWANAt CAP
1 STAMPED 2S 14823' AV A RAAW BI2Y
N 1. 4g 4 .W 1 9. 3 - ' �L = - - - - - - L16� NO3 Ot'05"E EL211 I ADDITIONAL RIGHT-OF-WAY TO °3 001 An
0l
-� ---- 19_28' / ^ - o, w
L165 - - - m BE DEDICATED UPON THE I,n v> ,I
S03'3g'49'E 2 63' ao o �
1�
co
03
w
in
M
I�
0
0
to
20.00'
N81' " n - _ - - 15.00' RECORDATION OF THIS PLAT I,n 0 N I
45"W 168. O `� - - - - - - - - - _� /M O J `, EASEMENT
S00'17'35"E S89'26'35"E
86 n unL117------------- M O - 12.00 89-26'4'
EXISTING RIGHT-OF-WAY DQSTING RIGHT-OF-WAY N8 9 W Z EASEMENT N87-47.12-W 309.89' N 90 83' m - - - - - - - - - - - - - - - - - - -
//�-- N85 53 24 W 231.98 A' o< "
I RECEPTION NUMBER 2001007023 - - - - - - -
\ 315.92'
30' RIGHT OF WAY EAST DRAKE ROAD
(BOOK 5, PAGE 19)
6_87.22'
SOUTH LINE OF THE-SW-1/4 SECTION 20-7-68 N89'26'35'W 1337.40'
_ Z,,t 395.99'
\-S89'26'35"E 2641.74'
BASIS OF BEARINGS
\1•I.fi. IyY., yy
- - - N 7 471 W - 4 - - �c� 6, 35 W 124.93
4.
i EXISTING RIGHT-OF-WAY
REC. NO. 2003-0040978
N89'26'35"W 373.14' STORM SEWER EASEMENT PER 20
S00'00'00"Wr NTSS CONSTRUCTION PLANS
42.00' K 254.19'
- o
SOV7H aW-QUAR7ER CVIRWR SiFC7RIV 210 70#AM IP 7 AO?7H, RAAA9F W MST�
RECoWnED T' ALI/MM& C.AP STAMPED IPA BRADWAM' At A RAAW &V 29
5.00'
UTILITY
EASEMENT
5.00
UTILITY
EASEMENT
9.00,
UTILITY
EASEMENT
--I 1 -7.00' -1 1-7.00'
DETAIL FOR 18.00' WIDE APPROVED
ACCESS DRIVEWAY LOCATIONS, UNLESS
OTHERWISE NOTED. DRIVEWAYS SHALL BE
RESTRICTED TO APPROVED LOCATIONS SHOWN
HEREON. ANY VARIATION OF DRIVEWAY
LOCATION CAN ONLY BE APPROVED BY THE
CITY ENGINEER.
50 25 0 50 100
SCALE: 1" = 50'
FINAL PLAT
SIDEHILL - FILING ONE
JOB NO. 39350.01
24 OCT 03
SHEET 4 OF 6
J•R ENGINEERING
A Subsidiary of Westrian
M East PfOSW PW Ue.190• Fort C*Is, CO 8M
975 491-90 • Fax 970 -49�-M • wwwFulg r eering.00m
S -248 2379
K1
N
co
-40
A=2024'14"
R=415.00'
L-147.79'
CH=S81'55'48"E
147.01'
�SEF AIA Fr
SHF 3 E
Op 8)
A=25ro8'05"
R=388.00'
L=170.21'
CH=S7933'530E
168.85'
A=84'05'49"
R=15.00'
L=22.02'
CH=S60'19'13"W
20.09'
A=14'30' 03"
R=442.00'
L=111.86'
CH=N84'52'54"W
111.57'
90.1
Q
O
otf
Z_
J
0_
m OUTLOT A
o
cn
OUTLOT B
a
EAST DRAKE ROAD
KEYMAP
FINAL PLAT
SIDEHILL = FILING ONE
Q TRACT OF BARD LOCATED ATED OM SC CTOOM 209 TOWMSaOP 7 M0RM9
H A RRE 68 YE37 OF THE 67H PROMCOPLAL HER00O °,M9
COTV OF FORT C OO L LOH39 C OO MMTV OF LLAR0WER9 37MTE OF C OO LOO RADOo
A=56'07'55"
R=448.00'
L=438.90'
CH=S64'03'58"E
421.56'
A=56'07'55"
R=382.00'
L=374.24'
CH=N64'03'58"W
359.45'
A=56'07'55'
R=415.00'
L=406.57'
CH=S64'03'58"E
390.51'
OUTLOT B
CALCULATED AREA = 34.415 ACRES
OUTLOT A
CALCULATED AREA = 138.078 ACRES
50 25 0 50 100
SCALE: 1" = 50'
A=10323'56"
R=600.00'
L=1082.79'
CH=S87'41'58"E
941.72'
A=103'38'05"
R=562.00'
L=1016.53'
CH=S87'49'03"E
883.51'
A=95'50'55"
R=638.00'
L=1067.29'
CH=N83'55'27"W
947.12'
68.14' 1
FINAL PLAT
SIDEHILL - FILING ONE
JOB NO. 39350.01
24 OCT 03
SHEET 5 OF 6
J•R ENGINEERING
A Subsidiary of Westrian
8
n
m
X
A �. �:• W,f • dl 1 . 1� il•
co
N
iz
w
w
LL
3
0
8LL_
N
t+l
'u
a
c
FINAL PLAT
SIDEHILL = FILING ONE
A TRACT OF LAMD LOCAMDD OM SECTOOM 209 TWWH8N01P 7 MOO RM9
RAM E 68 YEST OF THE OTH PROM PAL HER50OAM9
C 07Y OF COO GAT C OO LLOM39 COUMTV OF L&RONER9 STAM OF C OO LORADOO
•hh.
yF �yF�
p. O S8T56 35 W
A 68.14' \
�J
s \ SR
9•
9% 26Bg.
OUTLOT A
psi CALCULATED AREA
R�
= 138.078 ACRES
50 25 0 50 100 d
SCALE: 1" = 50' OUTLOT B
CALCULATED AREA
= 34.415 ACRES
Q OUTLOT A
O
iY
W
Z
J
IY
W
m
OUTLOT B
c
O
(n
a
EAST DRAKE ROAD
,II NII\MII�\a
h-1923'51"
R-600.00'
L-203.13'
CH-S39'56'10"E
202.16'
A=1923'51"
R=638.00'
L=216.00'
CH=S39'56'10'E
214.97'
dF1923'51' \
R=562.00'
L=190.27' \
'.H=N39'56'10"W
189.36'
L ..
ol
L
A=12'17'24"
R=638.00'
L=136.85'
CH=N36'22'56"W
136.59'
A=121r24"
R=600.00'
L=128.70'
CH=128.45'
S3622'56"E
+t*
A=121r24"
R=562.00'
L=120.55'
CH=S3622'56'E
120.32'
0
OUTLOT A
\ CALCULATED AREA
138.078 ACRES
n30�
�0a
OUTLOT B
CALCULATED AREA
= 34.415 ACRES
A--51'20'52"
R=562.00'
L=503.66'
CH=N16'51'12"W J
486.97' /
------------ /---
A=51'20'52"
R=600.00'
L=537.71'
CH=519.90'
N 16'51'12"W
ADDITIONAL RIGHT-OF-WAY TO
BE DEDICATED UPON THE
RECORDATION OF THIS PLAT
SEE SHEET 2 OF 6
A=6'50'13"
R=1692.00'
L= 201.90'
CH=201.78' S08"49'14"W
N86'02'01"W 27.91'
/ N08"E
15' UTILITY 33.433.43'
EASEMENT
149.76'
38.0' I
� 38.p•
Q
O
w OUTLOT A
_Z
J
w
m
it
o OUTLOT B
EAST DRAKE ROAD
KEYMAP
50 25 0 50 100
A=51'20'52"
R=638.00'
L= 571.77'
CH=S16'51'12"E
552.82'
SOV7AEAST G1 IPMER -7177%1120 70WVSW 7
N107774 RAA'GE W WST REWWRm 3"
ALWAOII/ GIP STAMPED IRA BRADWAe N A
RANGiF BOX
- - - - - - - - - - - - - - - - - -
S08- 14"W - - -
22.39'
SOUTH LINE OF THE I
SW 1 4 SECTION 20-7-68 _ SO0-"250W_30AD'-1"'�" _ 20 21
l S89'26'35"E 1553.01' -
EAST DRAKE ROAD 2 77 8
SCALE: 1" = 50'
FINAL PLAT
SIDEHILL - FILING ONE
JOB NO. 39350.01
24 OCT 03
SHEET 6 OF 6
J•R ENGINEERING
A Subsidiary of Westrian
m
X
S-248 2379'
T
FINAL PLAT
SIDEHILL
-FILING ONE
A TRACT OF LAND LOCATED ATEDD ON SEC700H 209 70WHSHOP 7 mon7a9
RANGE 68 YE87 O=THE G4HPRONCOPALHER000AH9
VOY OF FORT VOLHH39 COUNTY OF SLOIER9 87&7E O2
COLOl1LADOo
CENTERLINE CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
CLt
28'37'23"
165.00
82.43
81.57
N75'43'07"W
CL2
1'24'26"
165.00
4.05
4.05
N60'42'13"W
CL3
30'01'49"
165.00
86.48
85.49
N75'00'54"W
CL4
15'33'32"
165.00
44.81
44.67
N52'13'14"W
CL5
4426'28"
165.00
127.98
124.80
N22'13'14"W
CL6
60*00,00"
165.00
172.79
165.00
N30'00'00"W
CL7
30'00'00"
165.00
86.39
85.41
N75'00'00"W
CL8
4'47'18"
165.00
13.79
13.79
S62'23'39"E
CL9
2512'42"
165.00
72.60
72.02
S77'23'39"E
CL10
30'00'00"
165.00
86.39
85.41
S75'00'00"E
CL11
28.12'42"
205.00
1 00.94
99.92
S14'06'21 "W
CL13
10*19'57"
165.00
29.76
29.72
N54'50'01"W
CL14
49'22'28"
165.00
142.19
137.83
N24'5849"W
CL15
59'42'25"
165.00
171.94
664.27
N30'08'47"W
CL16
45'51'07"
665.00
332.04
128.55
N2237'59"E
CL17
30'17'35"
165.00
87.24
86.23
S75'08'47"E
CL18
11'43'41"
165.00
33.77
33.72
N24'OS'09"E
PROPERTY LINE CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
PL25
85'18'40"
15.00
22.33
20,33
S44'00'38"E
PL26
18'32'05"
193.50
62.60
62.32
N80'45'46"W
PL27
78*30'16"
15.00
20.55
18.98
N69'15'08"E
PL28
90100'00"
15.00
23.56
21.21
S15'00'00"E
PL29
90'00'00"
15.00
23.56
21.21
N75'00'00"E
PL30
90*00,00"
15.00
23.56
21.21
N15'00'00"W
PL31
90*00,00"
15.00
23.56
21.21
N75'00'00"E
PL32
9000'00"
15.00
23.56
21.21
N15'00'00"W
PL33
9000'0O"
15.00
23.56
21.21
N75'00'00"E
PL34
87'33'50"
15.00
22.92M20.88
S45'39'40"E
PL35
91'21'18"
15.00
23.92
S44'19'21"W
PL36
30'00'00"
139.50
73.04
N75'00'00"W
PL37
88*12'42"
15.00
23.09
S15'53'39"E
PL39
25'11'37"
230.50
101.35
S1536'53"W
PL40
91'05'31"
15.00
23.85
S48'33'50"W
PL41
8757'39"
15.00
23.03.
S4237'31"W
PL42
24'36'14"
136.50
58.62
58.17
N77'43'41"W
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
PL43
5'2534"
136.50
12.93
12.92
N62'42'47"W
PL44
30'01'49"
136.50
71.54
70.73
N7500'54"W
PL45
23'34'41"
15.00
6.17
6.13
N48'12'39"W
PL46
66'25'19"
15.00
17.39
16.43
NO3'12'39"W
PL47
90'0VOO"
15.00
23.56
21.21
N15-00-00"W
PL48
90'00'00"
15.00
23.56
21.21
N75'00'00"E
PL49
30'00'00"
190.50
99.75
98.61
N75'00'00"W
PL50
gg 3g'42"
15.00
23.21
20.96
S45'40'39"E
PL51
66'25'19"
15.00
17.39
16.43
S63'12'39"W
PL52
23'34'41"
15.00
6.17
6.13
N71'47'21"W
PL53
90'00'00"
15.00
23.56
21.21
S75'00'00"W
PL54
58'38'26"
136.50
139.70
133.69
52919'13"E
PL55
01'21'34"
136.50
3.24
3.24
S59'19'13"E
PL57
90*00,00"
15.00
23.56
21.21
N45'00'00"E
PL58
30'00'00"
139.50
73.04
72.21
S75'00'00"E
PL59
14'02'42"
139.50
34.20
34.11
S825839"E
PL60
15'57'18"
139.50
38.85
38.72
S67'58'39"E
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
PL61
90'00'00"
15.00
23.56
21.21
S15'00'00"E
PL62
91'36'51"
14.79
23.65
21.21
S75'00'00"W
PL63
7*12'58"
191.50
24.12
24AO
S63'36'29"E
PL64
13'34'42"
191.50
45.38
45.28
S74'00'18"E
PL65
9'29'56"
191.50
31.75
31.71
S85'32'37"E
PL66
30*17'35"
191.50
101.25
000.07
S75'08'47"E
PL67
90,00,00"
15.00
23.56
21.21
N45'17'35"W
PL68
45'51'07"
138.50
110.84
107.90
N2237'59"E
PL69
6'04'54"
138.50
14.70
14.69
NO2'44'52"E
PL70
21'23'51"
138.50
51.72
51.42
N16'29'15"E
PL71
18'22'22"
138.50
44.41
44.22
N36'22'21"E
PL73
78'31'09"
15.00
20.56
18.99
N84'49'07"E
PL74
4'04'41"
193.50
13.77
13.77
N57'57'39"W
PL75
90'00'00"
15.00
23.56
21.21
S15'00'00"E
PL76
90'00'00"
15.00
23,56
21.21
S75'00'00"W
PL77
10*1734-
138.50
24.88
24.85
N54-51.13"W
PL78
4844'50"
138.50
117.84
114.31
N25'20'01"W
PL79
0'40'00"
138.50
1.61
1.61
N00'37'35"W
x
PROPERTY LINE CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
PL80
59'42'25"
338.50
144.33
337.89
N30'08'47"W
PL81
90'00'00"
15.00
23.56
21.21
N44'42'25"E
PL82
19*53'16"
138.50
48.07
47.83
S8020'57"E
PL83
10*24'19"
138.50
25.15
-2 5,12
S65'12'10"E
PL84
30'17'35"
138.50
73.23
72.38
S75'08'47"E
PL85
90*00,00"
15.00
23.56
21.21
S15'00'00"E
PL86
90'00'00"
15.00
23.56
21.21
S1500'00"E
PL88
34'56'43"
66.50
40.56
39.93
N57'48'19"E
PL89
33'33'56"
66.50
38.96
38.40
Sg7'56'21"E
PL90
32'22'18"
66.50
37.57
37.07
S54'58'14"E
PL91
32'5927"
66.50
38.29
37.76
S22'17'22"E
PL92
42'45'30"
66.50
49.63
48.48
S15' 5'06"W
PL93
3'22'06"
66.50
3.91
3.91
S38' 8'54"W
PL94
5'42'26"
191.50
19.08
19.07
S23'30'08"E
PL95
15'22'44"
191.50
51.40
51.25
N12'S 32"W
PL96
4'58'35"
191.50
16.63
16.63
NO2'46'53"W
PL97
27'49'09"
191.50
92.98
92.07
N14'12'10"W
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
PL98
90'00'00"
15.00
23.56
21.21
S45'17'35"E
PL99
90'00'00"
15.00
23.56
21.21
S44'42'25"W
PL100
5'17'18"
191.50
17.67
17.67
NO2'21'04"E
PL101
14'04'55"
191.50
47.07
46.95
N12'02'10"E
PL102
14'04'55"
191.50
47.07
46.95
N26'07'05"E
PL103
12'24'00"
191.50
41.44
41.36
N39` 1'32"E
PL104
45'51'07"
191.50
153.25
149.19
N22' 7'59"E
PL105
78.31'09"
15.00
20.56
18.99
S06'17'58"W
PL106
20'20'24"
993.50
68.69
68.33
S2247'24"E
PL107
12'37'12"
193.50
42.62
42.53
S0678'36"E
PL108
32'57'36"
193.50
111.31
10938
N16'2848"W
PL109
90*00,00"
15.00
23.56
21.21
S45' 0'00"E
PL112
12'30'29"
66,50
14.52
14.49
N06'15'14"E
PL113
52'56'17"
66.50
61.44
59.28
N38'_K8'37"E
PL114
43*17'43"
66.50
50.25
49.06
N87'05'37"E
PL115
71'15'32"
66.50
82.71
77.48
S35'37'46"E
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
PL117
90'00'00"
15.00
23.56
21.21
S45'OD'00"W
PL118
84'29'33"
15.00
22.12
20.17
N45'32'25"W
PL119
76'09'59"
15.00
19.94
18.50
N66'17'41"E
PL120
14'22'41"
190.50
47.80
47.68
S82'48'40"E
PL121
90'00'00"
15.00
23.56
21.21
N45'00'00"W
PL122
88'46'51"
15.00
23.24
20.99
S47'49'23"W
PL123
84*11'23"
15.00
22.04
20.11
N45041'30"W
PL124
31'48'30"
179.50
99.65
98.38
N1218'26"E
PL126
11'43'41"
133.00
27.22
27.18
N24'08'09"E
PL127
11'41'35"
197.00
40.20
40.13
N24'C9'13"E
PL128
06'08'01"
197.00
27.09
27.08
N26'56'00"E
PL129
05'33'34"
197.00
19.11
19.11
S21'C5'12"E
PL130
89'24'46"
13.00
20.29
18.29
N44'44'12"W
EASEMENT LINE CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
EL200
0918'55"
138.50
22.52
22.49
S45'02'58"E
EL201
45'06'55"
15.00
11.81
11.51
S67'08757"W
EL202
48'52'11"
15.00
12.79
12.41
S65'51730"E
EL203
00'40'24"
138.50
1.63
1.63
S45'13720"W
EL204
45'10'43"
138.50
109.21
106.40
S22'17'46"W
EL205
41'07'49"
15.00
10.77
10.54
S20'51'30"E
EL206
44'53'05"
15.00
11.75
11.45
S22'08'57"W
EL207
40'05'56"
138.50
96.93
94.96
S20'20'33"E
EL208
07'17'21"
230.50
29.32
29.30
N21'4353"E
EL209
09'41'06"
136.50
23.07
23.05
S53'47'53"E
EL210
06*52'10"
136.50
16.37
16.36
NO3'26'05"W
EL211
00'46'20"
230.50
3.11
3.11
N032415"E
TRACT TABLE
TRACT
BLOCK
OWNERSHIP AND MAINTENANCE
AREA (SF)
TYPE
A
1
HOME OWNERS ASSOCIATION
271,528
MULTI -FAMILY
B
2
HOME OWNERS ASSOCIATION
163,305
MULTI -FAMILY
C
3
HOME OWNERS ASSOCIATION
138,208
MULTI -FAMILY
D
4
HOME OWNERS ASSOCIATION
23,892
DETENTION PARK AREA
E
8
HOME OWNERS ASSOCIATION
86,559
OPEN SPACE DRAINAGE EASEMENT
F
9
HOME OWNERS ASSOCIATION
87,218
OPEN SPACE DRAINAGE EASEMENT
G
3
HOME OWNERS ASSOCIATION
45,111
SMALL NEIGHBORHOOD PARK
H
3
HOME OWNERS ASSOCIATION
10,679
OPEN SPACE
I
3
CITY OF FORT COLLINS
2,000
DRAINAGE EASEMENT
J
3
HOME OWNERS ASSOCIATION
926
OPEN SPACE
K
2
HOME OWNERS ASSOCIATION
926
OPEN SPACE
L
2
HOME OWNERS ASSOCIATION
2,826
OPEN SPACE
PROPERTY LINE TABLE
LINE
LENGTH
BEARING
L1
30.04
S86'39'58"E
L2
30.40
N8958'11"E
L3
21.84
N86'36'21"E
L4
26.20
N8958'11"E
L5
27.94
N86'36'21 "E
L6
30.40
N89'58'11"E
L7
4.20
N89'58'11 "E
L8
16.26
N60'00'00"W
L10
18.72
S00'00'00"E
L11
15.15
N90'00'00"W
L12
8.40
N89'42'25"E
L13
5.76
S45'33'32"W
L15
23.97
N40'19'57"E
L16
15.36
N80'09'59"E
L17
26.92
S40'19'57"W
L18
16.56
S06'14'34"W
L19
5.67
S45'33'32"W
L20
15.48
N00'00'00"E
L21
15.47
S00'00'00"W
L22
10.13
N90'00'00"E
L23
14.14
N45'00'00"E
L241
14.14
S45'00'00"E
EASEMENT
LINE TABLE
LINE
LENGTH
BEARING
L112
85.63
NI6'09'58"E
L113
63.03
S16'09'58"W
L114
141.05
S76'57'31"W
L115
228.64
S15'02'27"W
L116
80.10
N88'05'21"W
L117
20.00
S01'54'39"W
L118
84.80
N88'05'21"W
L119
98.89
S15*18'06"W
L120
97.03
S15'18'06"W
L121
116.93
S40'13'05"E
L122g222.25
00
S49'46'55"W
L12309
S40'13'05"E
L124
S15'02'27"W
L12565
N76'57'31"E
L12626
N30'05'40"E
L127
158.66
N45'12'27"W
L128
154.24
S46'15'44"E
L129
142.28
S76'57'31 "W
L130
13.40
N60'00'00"W
L131
7.00
S30'00'00"W
L132
10.00
N60'00'00"W
L133
26.38
N60'00'00"W
L134
16.00
S30'00'00"W
L135
37.67
N60'00'00"W
L136
13.00
S30'00'00"W
L137
6.97
N30'00'00"E
L138
26.10
N30'00'00"E
L139
50.52
N30'00'00"E
L140
3.39
N67'09'23"W
L141
10.51
N90'00'00"W
L142
14.00
N00'00'00"E
L143
13.33
S90'00'00"E
L144
7.97
S67'09'23"E
L145
9.00
S30'00'00"W
L146
30.13
S13'05'27"E
L147
39.86
S30'00'00"W
L148
8.44
S69'09123"E
L149
10.00
S22'50'37"W
L150
9.69
N67'09'23"W
L151
37.06
S30'00'00"W
L152
13.00
N30'00'00"E
L153
33.76
S60'00'00"E
L154
36.57
N60'00'00"W
L155
7.00
N30'00'00"E
L156
2028.
N01'10'19"E
L157
15.12
N00'33'25"W
L158
10.00
S89'26'35"W
EASEMENT
LINE TABLE
LINE
LENGTH
BEARING
L161
103.71
N80'01'17"E
L162
90.32
S80'01'17"W
L163
36.62
N85'51'23"W
L164
84.10
S74'S3'09"W
L165
96.36
N85'53'24"W
L166
20.00
N04'06'36"E
L167
92.97
S85'53'24"E
L768
84.10
N74'S3'09"W
L169
40.76
S85'51'23"E
L170
20.00
N89'42'25"E
L171
10.06
S82'22'48"E
L172
10.00
NO2'21'14"E
L173
30.46
N87'38'46"
FINAL PLAT
SIDEHILL - FILING ONE
JOB NO. 39350.01
24 OCT 03
SHEET 6A OF 6
J"R ENGINEERING
A Subsidiary of Westrian
2620 East PrD W Road, Sllt2. 190 • Fat Cdkr-, CO 8M
970-49-90 • Fax 97& 49�-W • WWWra grringDan
s-248 2379
f`
c
co
RIFFENBERG
ELEMENTARY
• 'r
1
SPRING CREEK TRAIL 1
� 1
PROSPECT ROAD
E D O RA....' PEDESTRIAN
; ROUTE (TYP.)
PARK •___ PROSPECT
r ! EAST ;
ZONE
DISTRICT jam°
0
4 op
EPIC o �` { � ' � �
ZONE �y HISTORIC hie FSTRICT
0 •
APPROXIMATE p' JESSUP FARM
S MIN. WALKING
�r
Ali
DISTANCE RADIUS z / \ w•
LY / DISTRICT �� \ a
ry �P
?� •SMALL � 44
"3P VATH 25T•
BUFFER I/ I / I•
< /
FUTURE \ l-J �� �/�� - i• (i /,
PARKWOOD NEIGHBORHOOD�.ij��
PARKWOOD CENTER �� �•� '-P
EAST _a .. �,�' �. / �_ / �yE
FUTURE SMALL F: i _ f
l�i _ 7/ON
NEIGHBORHOOD III.1 P
PARK CA&GIL`l•�`` III T CT
u %ARM /-1.
11
s A
_ �--.__-�
H'.IIIR
MMN'
GO
♦
♦ Ir
♦
1
1
' �'�L
DESIGNATED (CITY) j
NEIGHBORHOOD
PARK
•
P ZONE ZONE
d DISTRICT �' DISTR
ARKWOOD \ �N'W
�' �
LAKE"et
o - -
� r
-
UfytA1yL_ Ik0 AL) Ills-I()RiC �
FUTURE \ � JOHNSON FARMS,
NEIGHBORHOOD
SHOPPING CENTER
ZONE I' ZONia.
DISTRICT RIGDEN DISTRICT
FARM
F.C.H.S.
w
SIGNATURE BLOCK CON f E XT DIAGN'AM
OWNER THE UNDFRSIGNFD DOFF, HERF9" CERTIFY THAT I AM THE LAWFUL OWNER OF RFAL PROPFRTY DFSCRIPFD ON THIS SITF P[AN AND DO HFRFBY CFRTIF1
THAT I ACCIPT THE CONDITIONS AND RESTRICTIONS SET F ON SAID Sill 'LAN.
SIDEE I. r ; i;olorada l tit«,.I tl,ility Company SIDE L IIOwudc, LInvited '.ibmty Company Postl Drve r,. rrt .,rnpony, a Colorado Corporation
HY: Jr t'.ork, M ,aging Mernb r-w/L BY ;.ark, tv anaging Membber BY. Jcrres EI' Ale, President
DATE. -- _ �V O� DATE: _ 'Kij �� d _ DATE. 2 ` Z' Ib T
A�aN�w ^�^� BURTUN WINNRRD
APPROVED:
9" THE DIPFCTOP OF PI ANNINC
OF TI[ CITY OF FOR' OLiINS, CO[ORADO,
ON THIS 20l DAY OF ..MAVe-4 A.D. 2n04.
tJ
STATE OF (, I BURTON WINNARII STATE OF STATF OF COLORADO )
SyJr""� �S""" Notary public - Arizonp
m4r,colvA ) SS Notary Public A,nzcv�! &"aA-Ie4l SS � MARICOPA COUNTY ) 5S
ONE N'Y ';I IMARIC01 COttnr^- COUNTY Cat t Comm.E 12-0 COUNTY OF I ARMYR )
M Comm,
THE FOREGOING INSTRUMENTT_WAS AC.KINUWI FUGIU Hi IF THE FOREGOING INSTRUMENT WAS ACKNOW[I DOE BF -rOR( THE FORF�G[OING INSTRUMENNT� WWAS�y AACCKNOWLEDGFD BEFORE 7- -
ME TFrIS _? DAY OF F411'"All _. 2004, MF T'iIS _ +� DAY OF-�9�M�"r2004. ME THIS L� _ DAY Of �w^'^' i 2004. ,
MY COMMISION EXPIRES: _t-1 �7 MY COMMISION EXPIRES. _ MY COMMISION EXPIRES:��O!�_
N0t ,! � NOTARY t'JIf - . . NGi ,,Y r JBLIC evil-, S• Q�"tvl
SHEET INDEX
1 of 16
COVER
2 of 16
OVERALL SITE PLAN
3 of 16
CONSTRUCTION PHASING PLAN &
SHADOW ANALYSIS
4 of 16
SITE PLAN - NORTH
5 of 16
SITE PLAN - SOUTH
6 of 16
LANDSCAPE PLAN - NORTH
7 of 16
LANDSCAPE PLAN - SOUTH
8 of 16
LANDSCAPE PLAN - PARK PLANS
9 of 16
LANDSCAPE PLAN - FEATURE AREAS
10 of 16
LANDSCAPF PLAN - STREET CHARACTER
& POOL AREA
11 of 16
LANDSCAPE. PLAN - TYP. 20 UNIT BLDG.
12 of 16
LANDSCAPE DETAILS
13 of 16
SIGNAGE & WALLS
14 of 16
MULTI -FAMILY ARCH. ELEVATIONS
15 of 16
POOL HOUSE ELEVATIONS
16 of 16
LIGHTING PLAN AND DETAILS
PROPERTY DESCRIPTION
\/IrInIITY KAAP
W
■
-1. I II I ct
PL
1 SIDFHIL L I
t
'J �� �� ) ��� (JOHNSON
I
PROPERTY
�l 1 j SIDE IL11 T
SIDEHILL
FILING T �
--_ ONE
L- E- ,
ham►--!
A TRACT OF LAND LOCATED IN SFC11ON 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY
OF LARIMER, STATE OF COLORADO, BEING MORE PART'CULARLY DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 20, BEING MONUMFNTFD ON THE WEST END BY A 2 1/2"
ALUMINUM CAP STAMPED "LS 14823"IN A RANGE BOX AND AT THE EAST END BY A 3" ALUMINUM CAP STAMPED "RA BRADSHAW"IN A RANGE BOX,
BEARING S89'26'35"E WITH A DISTANCE OF 2641.74 FEET BETWEEN SAID MONUMENTS.
COMMFNCING AT THE SOUTHWEST CORNER OF SAID SECTION 20, THENCE ON THE WEST LINE OF THE SOUTHWFST ONF-QUARTER OF SAID SECTION 20,
N00'01'49' W, A DISTANCE OF 1370 91 FEET,
THENCE N89'58'11'E A DISTANCE OF 53.79 FEET, TO THE POINT OF BEGINNING;
THENCE CONTINUING N89'58'11'E, A DISTANCE OF 52-39 FEE];
1HFNCF HLE FOLLOWING FIFVFN (11) COURSES ON 1HF NORTHERIY RIGHT-OF-WAY OF IOWA DRIVE (PROPOSED):
1) ON THE ARC OF A NON- TANGENT CURVE 10 THE LEFT HAVING A DFLTA OF 85'18'40", A RADIUS OF 15.00, A DISTANCE OF 22.33 FEET,
SUBTENDED BY A CHORD WHICH BEARS S44'00'38"E, WITH A LENGTH OF 2033.FEET, TO A POINT OF 'ANGENCY;
2) S86.39'58 E, A DISTANCE OF 30.04 FEET;
3) N89- 8'11'E, A DISTANCE OF 3040 FFFT TO A POINT OF CURVATURE;
4) ON THE ARC OF A CURVE TO THE RIGHT WITH A DELTA OF 18.32'05"A RADIUS OF 193.50 FEET, A DISTANCE OF 62.60 FEET, SUBTENDED BY A
CHORD WHICH BEARS S8045'46"E, WITH A LENGTH OF 62.32 FEET TO A POINT OF COMPOUND CURVATURE;
5) ON THE ARC OF A CURVE TO THE LEVI WITH A DELTA OF 78'30'16', A RADIUS OF 15,00 FEFT, A DISTANCE OF 20-55 FEET, SUBTENDED BY A
CHORD WHICH BEARS N69'15'08"E, WITH A LENGTH OF 18.98 FEET, TO A POINT OF TANGENCY;
6) THENCE N30'00'00'F A DISTANCE OF 5.63 FEET,
7) THENCE S60.00 00 E, A DISTANCE OF 45.00 FEET;
8) THENCE S30'00 00' W A DISTANCE OF 1-45 FEET TO A POINT OF CURVATURE,
9) ON THE ARC OF A CURVE TO THE LEE WITH A DFITA OF 90-00'00", A RADIUS OF 15-00 FEET, A DISTANCE 23.56 FEET, SURTFNDFD BY A CHORD
WHICH BEARS S15'00 00'E, WITH A LENGTH OF 2'.21 FEET TO A POINT OF 1ANGFNCY,
10) S60-00'00"E A DISTANCE OF 364.06 FEET, TO A POINT OF CURVATURE,
11) ON ITT[ ARC 01 A CURVE 10 IHF [EFT WITH A REI'A Of 90'00'00", A RADIUS OF 15.00 FEET, A DISTANCE OF 23.56 FEET, SUBTENDED BY A
CHORD WHICH REARS N,'�CC'00"F, A11H A LENGTH OF 2121 FEFT TO A POINT OF IANGFNCY;
II1vNrE THE FOL10�^ING ELEVEN (11 COUHSE` ON FHE WINDROW DRIVE (FIR 0TOSED).
1 N30 JO 00' E 7 DIST AN C[ OF 19100l [ 1, TO A POIN1OF CUR VATJRE
7) ON THE ARC. OF A CURVE 10 THE IFF1 WITH A DFIIA OF 9000'00'•, A RADIUS OF 15.00 FEET, A DISTANCE OF 23.56 FEET, SUBTENDED BY A
CHORD WHICH BEARS N15'00'00"W, WITH A LENGTH OF 21.21 FEET;
3) N30'00'00"E ON A NON -TANGENT LINE, A DISTANCE OF 51.00 FEET, TO A POINT OF CURVATURE;
4) ON THE ARC OF A NON -TANGENT CURVE TO THE LEFT WITH A DELTA OF 90'00'00", A RADIUS OF 15.00 FEET, A DISTANCE OF 23.56 FEET,
SUBTENDED BY A CHORD WHICH BEARS N75'00'00"E, WITH A LENGTH OF 21.21 FEET, TO A POINT OF TANGENCY;
S) N30-00'00"E, A DISIANCE OF 194.00 FEET, TO A POINT OF CURVATURE;
6) ON THE ARC OF A CURVE TO THE LEFT WITH A DELTA OF 90-00'00", A RADIUS OF 15.00 FEET, A DISTANCE OF 23.56 FEET, SUBTENDED BY A
CHORD WHICH BEARS N15'00'00"W, WITH A LFNGTH OF 21.21 FEET, TO A POINT OF NON -TANGENCY;
7) N30-00'00"E, A DISTANCE OF 51.00 FEET, TO A POINT OF CURVATURE;
8) ON THE ARC OF A NON- TANGENT CURVE TO THE LEFT WITH A DELTA OF 90-00'00", A RADIUS OF 15.00 FEET, A DISTANCE OF 23.56 FEET,
SUBTENDED BY A CHORD WHICH BEARS N75'00'00"E, WITH A LENGTH OF 21.21 FEET, 10 A POINT OF TANGENCY;
9) N30'00'00"E, A DISTANCE OF 74.50 FEET, TO A POINT OF CURVATURE;
10) ON THE ARC OF A CURVE TO THE LEFT WITH A DELTA OF 11-43'41", A RADIUS OF 133.00 FEET, A DISTANCE OF 27.22 FEET, SUBTENDED BY A
CHORD WHICH BEARS N24'08'09"E, WITH A LENGTH OF 2T18 FEET, TO A POINT OF TANGENCY;
11) THENCE S71-43'41'E, A DISTANCE OF 64-00 FFF1, 10 THE EASTERLY RIGHT-OF-WAY OF WINDROW DRIVE (PROPOSED);
THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A DELTA OF 05'33'34", A RADIUS OF 19TOO FEET, A DISTANCE OF 19,11 FEET, SUBTENDED
BY A CHORD WHICH BEARS S21'0512"W, WITH A LENGTH OF 1911.FEET;
IHENCF S87'38'46"I, A DISTANCE: OF 311.82 FEET TO THE WESTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED BY DOCUMENT RECORDED
UNDER BOOK 1383, PAGE 143, LARIMER COUNTY RECORDS,
THENCE S00'17'35"E, ON THE SAID WESTERLY LINE, A DISTANCE OF 1618.67 FEET, TO THE NORTHERLY RIGHT- OF -WAY OF DRAKE ROAD AS CONVEYED
UNDER DOCUMENT FILED AT RE--.CEPTION NO. 2003-0040978, RECORDS OF LARIMER COUNTY;
THENCE N89'26'35"W, ON SAID NORTHERLY RIGHT-OF-WAY, A DISTANCE OF 566.23 FEET;
THENCE THE FOLLOWING EIGHT (8) COURSES ON SAID NORTHERLY AND EASTERLY LINES OF THAT CERTAIN PARCEL OF LAND DESCRIBED BY DOCUMENT
RECORDED UNDER RECEPTION NUMBER 2001007023, LARIMER COUNTY RECORDS;
1) N85-53'24"W, A DISTANCE OF 315.92 FEET;
2) N81-4845W, A DISTANCE OF 168.86 FEET;
3) N89.26 35"W, A DISTANCE OF 144.20 FEET, TO A POINT OF CURVATURE;
4) ON THE ARC OF A CURVE TO THE RIGHT, HAVING A DELTA OF 89-24'46", A RADIUS OF 13.00 FEET; A DISTANCE OF 20.79 FFFT; SUBTENDED BY A
CHORD WHICH BEARS N44'44'12"W, WITH A LENGTH OF 18.29 FEET, TO A POINT OF TANGFNCY;
5) N00'01'49"W, A DISTANCE OF 63.34 FEET;
6) N01-42'38"W, A DISTANCE OF 120.14 FEET;
7) N06-04'34"W, A DISTANCE OF 329.33 FEET;
8) NO3-17'52"W, A DISTANCE OF 499.18 FEET;
9) NO2-26'23"W, A DISTANCE OF 266.33 FEET, TO THE POINT OF BEGINNING.
CONTAINING A CALCULATED AREA OF 1,708,918 SQUARE FEET OR 39.231 ACRES.
PLANNER/ LANDSCAPE ARCHITECT-
CContact. Eldon Wurd
v urban design, ins.
3555 Stanford road, suite 105
Fort collins, colorado 8(1
(970) 2264074
ENGINEER,
Contact Mlke Brake
J•R ENGINEERING
A Su6slCiary of Westdan
2620 Fast Prospect Road, Suite 190 Fort Collins, CO 80525
970 491-9898 f., 970-491-9984
www. Fengineer ing. cam
DEVELOPER
Contact Sharan Fr her
61 J--*nTw*5r� o
Phone: (303) 443-6666
NOTICE:
PORTIONS OF THIS PLAN
INCLUDING: TOPOGRAPHY,
EXISTING TREES AND OTHER
EXISTING SITE FEATURES,
PROPERTY BOUNDARIES,
OTHER MAPPING AND/OR
SURVEY INFORMATION,
BUILDING FOOTPRINTS, OTHER
ARCHITECTURAL
INFORMATION, AND THE LIKE -
WERE NOT PREPARED BY
CITYSCAPE, BUT HAVE BEEN
PROVIDED BY OTI IERS, AND
SHOULD BE CONFIRMED PRIOR
TO CONSTRUCTION.
0�
NOR TI I
0 300' 600' 1200'
SI 1,VA"600'
11013 Nt ,1 ti71
ACAD It - _ 9621 COV
DRAWN: CW/JC_
CHECKED: _- JC/tW
ISSUE: _ FOR Submittal 8/27j03
REVISIONS: 2nd Subnittcl 10/24/03.
2e Irv, Set 2/2/04
_ F2evlew Set 2/16/04
SHFFT TI TIE:
COVER SHEET
SHEET NO.
1of16
x
F
y
19 20 NEST taW OY/AR7ER Car" MCMV 20
—_70NN57Al� 7 AVR77j RAAGE M NEST
1 REAOVE)PED 3 f/4' ALUMINA// CAP STAW09W
2S 174gr AV A RAAf6Lr BOX
IN
I�
v
z
0
F
U
V)I
\1
I
�
/ N_89'58'11
53.79'
O 1
W
z
J S
N I 55.69'
0
C4
to
t0
N
3
O
0
0
z
FINAL
SIDEHILL
PLAT
FILING ONE
Q TRAC 7 OF LAND L OOC A7ED ON 6EC 70 OOa 209 70WHSHOP 7 aOQ7a9
C 97Y OF PORT COLLOH89 C OO UH7V OF LARONER9 87A7E OF COLORAD OOo
N61'10'040W
\ \� 256.93'
� Tc RECOVERED J3 REBAR,
M
10.0' IRRIGATION EASEMENT \ \ %\ \ F A ML/NF NO CAP 3
/ \ \ (SEE SHEET 2 FOR \ Ep 0 -
/ \ \ EASEMENT LOCATION) \ \ \ \ ro S O`; p n
\ \ - N60'00'00"W Q co rBT z
Y T}i1IRRIGATION EASEMENT g
\\\ \ \\\ 00
55.75' f Vv n5------+--------------
\ S87'38'46"E 311.82' — — — — — — — — — t.
\ \ 7 0' I 106.42' — — — 108.81'
y
?68? \\ �O^Daoa ,z h0 Q 1 NI I� -- ---
O o 10.00' f
\\\ FAF \7' \\\ PL33 4�^��/ 7,771 SO FT S OBI t LOCK UTILITY J
10.00' 00, ) f O EASEMENT m
UTILITY y 4 1 a
EASEMENT yo,7 c'� 5
0 + 8,864 SO FT a
\\ R 320 yo p F99 S00' Oj/ /c01 12,217 SO FT 1
o/ 66, ~/
/ a O
� 2
w `1ry 1N01 I
\ ? g�op pE \ \ 5,629 SO Fr h /� 2 I
PL32 3 y 2314 pro 20.00'DRAINAGE
I
� \ 6,143 SO FT PL89 \ 4.33' �h0' & UTILITY
S,
nr 60b \\ ��y0 \-Q��$ 3.82 \ EASEMENT 1 0,
7 / UTILITY q\� `�
p%0,gg99q EASEMENT �A N 8,318 SQ FT
?1 L16 II
9.0 FO `!?S, N89'42'25"E 97 84'
/ \ \ Op /� UTILITY \ 000 a
3.39'
EASEMENT ?3 gg� 7.71' 1
/ \ s IL 7 I -00
09\op,
cl/ CMs.3os SO FT I
6,611 SO FT 002,-990 C73 PL93 Qom// I
00' a3 \ \° ?g / N89-42'25"E 103.94'
\\ \`rs \\\ �O Ao a� / O 2 a3" O `?S 5.00' 1
\ \ S \Ob00 \ \ ^o o \6 o O O �\ S53'02'09"E 1
\\ �o, o,F \\ �/ oo /h\ \o�p. ,o 5.439 sQ FT 00 9.00, 8 I
\ \ 0��\68 \ O / sp0�.� \ O 3 eSe %� \0 C� 6,689 SO FT 1
\\ ryFq ?7' \\\ 2� I ..n- � \\Ito �i� 51439 SQ FT 00 �1 i3`c+ �\
10.0' UTILITY EASEMENT \ \ SE yF \ PL3 00 / 5.00' O ,16 \ \0 0o A o y
N13'58'06"E N30.00'00"E \ y� \ \ \ O / O p0', / o `+ a3 \A N89'42'25"E 125.46
15.00' 5.63' \\ �\ 320 oi/ 1 1 O SpOOp�, (\g9 y� 5,421 SO FT O G 1 \< r� 9 I o
106.18 Ss \ \ o / / s,stt SO FT ° h \ \O� o J \ L207 tD� I
52.39' 1 PL27 g °p0, 10.0' UTILITY EASEMENT \ o O `1210 / aye 10 o sU. \ \ � 6,561 SO FT 1 � KI 6,837 SO FT In
1 - PL26 SO°,�O°.N3000'00"E 10.00' \\ O S �7 00 o SO Op.� \4 �� l 9. 0'
/ 4r sO )0- 0 5,550 SO FT O k) \ \�O�• N89'42'25"E 114.2?'
10.00' O S001T35'E UTI ITY
ad N30'00'00"E S30 00'00"W 1.45' D II ( \ \ 4) O+ p 3 UTILITY Ob\ \ 9.65' t EASE ENT v
11"W 180.68' L=21.68' N 45.00' J lJ I O 0 �� 9.00, O N89_4 25"E 103.25 0
�--� CL 1 L=15.50' r \ O F S� p EASEMENT oo g p0\ I �I
51.54' 73.46' in C�3 PL3 Op 02 UTILITY O Op. S091 53'E al 10 1
/ "� E EMIT Ao ^ 59.99'� 179. 1' o� i�
C L 28 )) �o' \ .7 O 9 aae g 43.26'� 1 �I PU I M w m IIj 5.679 SO FT 1 j�
1 _ N P b (~ �\\ r l I �\\ r r r ' r r �� �J l 1 r T1 r J N S�oO' \08`'� 5,5 0 SO FT. 5.714 SO FT a w I I 6 ' I. I m r
} 7 ¢4 �r1 v J r1 J J r�f��r r 3
? %o h o0 0o IIn0l IN
I41
}�
o
/30
to
O N
}/
w
z
zz
No
w w
ci
w
IU
3
I/
t
L3 L-7 LL N0
2103 2 p9
a0�, N \\60
2 r\ \j�S60
Nol 5,506 SO FT 5,916 SO FT O 6 °°Ob°
a =owl 0 3
a a a O' 90p i�� ` S7• F
F. o 0 0 5,545 SO FT
O a
UWW 4
�ccaaaJ Z 4,800 SO FT ^000' /2T900, S60boI�j� s'
�I — 36_00' 42_53' _ \ 3� �0 0 C 00 \ g9oo F \
0 5 00 \ 00' 39g
S89'58'11"W 108.44 \ \ \ Oo 4,900 SO Fl+ye 0 90057
S45'01'49"E \ \ \g80 O\ \ PL2
16.97' /` \ \ \0\ 0 6 ^oo
29.91' <� \ \ \ g9 �O 4,900 SO FT aye Opg \
I /0000 \ \ \'�o 00 7 00' 900' \ h
/O \ \ \ \ \ AO 4,900 SO - , O ry�
O
�9 90, r�0 00 8 O 4 9 Op gg h
hsoob\ \ .00 4,900 SO FT
\O00 Ss� OOOs. \ \g9 7o a3 n oo \
UTILOITY \°� k °007,� k 38\ \00 �i 00 9 00\
g f \ 93\ Ao 4.900 SO FT
I EASEMENT \3 10� \ 3'\ \ \ gg o ,3 n a
\ 3 o pN \ \00, �� 00 00 1 O1.
I 1158 \�\ \\\ h p0 4,913 SO FTa3
00,g o 0 0
I � \ UTILITY % \ \ \ p TRAC "K"
in_ "'I N «i
^I0 8942'25" E 113.504 1 Ltl
C)
o� I I w
�' r 1 1 I in
o 0 6,762 SO FT I n �� i
vo 26.5' 26.5' in 1 I is I r
N89'4'� 2'225"E 98
in in �
N 0
`� N89'4225"E
140.00' 10
CCU
ui 'n
by N N
P
col Q Q S— — 25 W 98.50' _
23Q8 —1 7
26.5� 26.5- o I
o
6,761 SO FT I o
n I I o
0
w w N
M Lo O i N89'42'25"E 113.50'I
Lr
fi, �10 2 1
0 M N 6,138 SO FT I N
PL100 I In
[� 1 I
of
I J/ 3
/S n6'-• ,,,. 7,540 SO FT
LOCK;
N o / 0.0 ACRES \ O '�/ 0 9 p 4 1
Iw 213,824 SO FT / / ty o0 5.000 00' SO O' \ r� / 9 8p, ti /� e y/
4.909 ACRES O SO FT \. O 7
EMERGENCY ACCESS / \ 3s �O 3 � O \ < 2 / .a� L19 �/ 900, hSs, 9,739 64 Fr 1
ADDITIONAL i� AND UTILITY EASEMENT / oo/ \�Op, 5.00' UTILITY a o'a \ \ 8 6,070 So FT yti •� Q UTILITY
SO' 7
ti' \ \ \ EASEMENT o0 5,000 ^O o \/ ?0 \ // h� �) % Ot EASEMENT
RIGHT-OF-WAY TO ye/ / h� / \ 8 AO SO FT aye a3 ti 0 S 1 ,\ �j pg gh �O tj/ /Ig e k 7S
I E DEDICATED UPON I� a / / \ \�00 O 00 4 00. o �� �Op \ / ro�� yR0 a1\ O / R2 5 0 I
I THE RECORDATION Iv EMERGENCY ACCESS p0/ / a3 / Ss\ \\ oj� O O o0 r 2 6•
I OF THIS PLAT AND UTILITY EASEMENT oo/ / oo / N15'00'00"W Obp \ o s,000 •O o' o P oo, �/ s �y O 6.00' �Od �+ I
I / 16.97' 00+\ \`SO h0 SO FT ,j ,\O o? 0 O 00 / L s'
I I yam// / ,00/ F �00' r7 1 N' o 0 0' 2 SO00 ?s ��h 6 h S67'16'06W
// ^O // 21.00, 5.00' U I UjgOp \\ \ o �i�o ^O \ N / .6, / 5, 35 SO FT 47.78'i /
j MATCHLINE (EE SHEET 4 OF 6) /71'
/ \ \ \ \S� 00 5 �6�6' ^� h9T C� g y�'/ 45'33'32'E AR? "� 1
�/ 22.66' 9 6 06 i i 21 00
TRACT "I" \ \ 5,000 0 0 \ \b1' O%Y l\ '►30 6�76 `'��' N
I I EMERGENCY ACCESS / /ham 00 \ SO FT O o s,000 o pL55 �/ N 1 1 1
to a / / BLOCK 3 / � RAINAGE) \ \ S 00 O SO FT 2 o,�O \ �O °� \ 7 o
os AND UTILITY EASEMENT �7 6 N o
t I L \ �h/ / L126 00'\\\�O �o� 3 !� ^ \X ��9� 5 \ 3�9 moo.
\ \ /a \ O 9 6' 7,522 SO FT 11,333 SO FTI
Ss0•\ / �^ \\ �\\ _ 4,928 yg. \ ni < �nnn' 15.86' ..
al
o' rp• S Ob \? p 01 15,598 SO FA
?2 p• / `\ go.SIGHT °0'W �O' \ ! 6317 SO FT O11 I DISTANCE `
699 \ 2 O 2 2 I I EASEMEN
00 // UTILITY 9g�\ SSO� \99 LOCK/ 9 ?¢99 ? ��^ I I ✓Y�,3��
EASEMENT —"`�'
4 . 46.0
O� 00' / /^.o0.99g, S L ¢ S89'42 25 N 93-40
/ L 38.1'
/BLOCK 4 /(�9 /�9S CL17 N89'42'25"E 134.90' `v_
1 % �\
�� 2 ROAD
O o / o,' S \ L12 IN
p / 1 ,� N89'42'25"E 93.40'
EASEMENT O Uiili�y/ // 5,475 a3 ^�ry pL64 K,,_ 85_00'
N001T35"W �l o EL202
2 3 12.03' PL65 r` In EL205
5,487 SO FT a0 h� 2 7 ipl n 5 W
32. �hso• do 5.00' 0 2 ^. a 1 t o
°" TRACT t1T1�t \ \ Moo UTILITY O� 3 l0 7,546 SO FT o oo i
23,892 SO FT L y0 Sp �W N6EASEMENT�Mo 5,824 SO FT 003 /� N S r�l
/ 0.548 ACRES ^o. 5.00' 60 .00 6,578 SQ FT / sOb N Z I
(DETENTION / PARK ^ UT1u1Y \ \ \ o o so / /o °oo' PL69 I I
AREA o EASEMENT SOON \ H60 °ice 10.00' 0, /00 6 F 774 I
\ \ 0 13 �o \ ego, , UTILITY / 9r` I
\ o \ O EASEMENT SOp, 6,rn SO FT
Ale 0 0 o So \ \ k' 1s / /.^ S- fA 9.00' 1
m' g� 5,525 SO r 1 12 h '001 \ O• /• 0,
\ a3 O• \ \p0V , / hh p0,C/ UTILITY }`
\\ 2 o s,szs SO FT3^ \Soo \IW/ //ern' ^7 F EASEMENT/ J
53 O• ca A o ho p, l ?,9 1
9.00' �o 0 1 1 ^o' i N60 6,322 SO Fr SIGHT 3 /
�EASEMEN7 0 \ 2" �I N TILITY SpoO�i o 5,525 SO FTa3 00/ /. OOOp, DISTANCE
\ o \ \ \`f80 jt�� (OPEN PACE) \ \ EASEMENT �� 0 1 O ,.O / /"O k' 7 EASEMENT
BLOCK 2 92 SQ FT . �y. hs O /O' Q ?3
\ 0.0 1 ACRES Ob SO\ 1 5,525 SQ FT / h 17 8
r I I ti /1 / \ eae 1 00 \ \ 0 Ss O 00 h00•S tii0 aye / 5,899 SO FT EL203
TRACT B / N75ro0'00"E TRACT "J^ \Oo \o 000' 3s \ / Sso
m 16.9T / (OPEN PACE) o N o FT a� \ F ��6' 2 O/ /p 000 ,
I to MULTI -FAMILY / 9zs sQ Fr ^� 0 2 o�?a;\sp god S \ o/ o o f/ �ti L1
( ) / 21.00' o o �T Op, �s, o \ o /o• 70 D► 9. 5.
5.00'
FUTILITY
EASEMENT
5.00'
UTILITY
EASEMENT
9.00'
UTILITY
EASEMENT
- - I [--7.00' i--7.00'
DETAIL FOR 18.00' WIDE APPROVED
ACCESS DRIVEWAY LOCATIONS, UNLESS
OTHERWISE NOTED. DRIVEWAYS SHALL BE
RESTRICTED TO APPROVED LOCATIONS SHOWN
HEREON. ANY VARIATION OF DRIVEWAY
LOCATION CAN ONLY BE APPROVED BY THE
CITY ENGINEER.
Amb-ava1 C44o4s i td
F a- Zook
W CA
50 25 0 50 100
SCALE: 1" = 50'
FINAL PLAT
SIDEHILL — FILING ONE
JOB NO. 39350.01
24 OCT 03
SHEET 3 OF 6
(1%) J"R ENGINEERING
A Subsidiary of Westrian
20 East Prospect Road We W • Fat Coils, CO 8M
97(}-491-9688 • Fax 9711491-M • wwwf arjewam
2379'