HomeMy WebLinkAboutGREENSTONE PUD PHASE 3 - Filed S-SUBDIVISION PLAT - 2002-11-07+e+en
Ns sW1/4, CDR. SECT 18 3 co T6N, R68WGREENSTONE P. U. D.
oo�
FOUND 3 1/4" ALUM. N90'00'00"W o ? PHASE 1
CAP IN MONUMENT BOX GREENSTONE P. U. D.
LS #12374 12.17 0 N POINT OF I PHASE 1
BEGINNING 2 / // 1 0 I I I� 6
�\ \ CASfM 7 Nrry II l '
`) I A= 21'24'57" I i 5
/ 5p
S 1 N, COR. SECT 18 - NOp 5 \ / OAL,ry0PS1R,gN T = 20.45 I I I GREENSTONE P. U. D.
T 6 N, R 68 W E \/ DRAINq R•P.q ' I
SET 3/4" REPAR W/2" I AAA1 64 17601 EASA D I L = 238.10 / 4 GRAPHIC SCALE
GE AN
ALUM.CAP IN MONUMENT BOX / 113 N \ � Nr CHORD = N7936'O6"W/ ^ / Z / PHASE 2 10D 0 so +0
/ 9 J /
LS #25372 I � � � \ \ � I 6 \ / 2
27j019 1h'�QC \ � /606
I \ \ T G' 704 7 \ N21'33'22"E �� / / // / l S892026"E 1 inch a 100 rt.
I h \ \ \r 54.00 / / l.1J J'Sz 117. C' UnIITti / 1 / ll2.11
\ / / 36,080 S.F. o N 98 Sr
s� / r ^ �3y^
4?03g \ / uk. [SMr / on+v TRACT H 4 3yQ�'4�1t^ / / / 70 /
(�.� OO:ij•10•W �.i o 50• 3 /ABANDON TEMP. . N 1n \
` J / M \ \ 1 1 06 rs� >5•00 Ok UALinCU[S7RIAN n�;� / 50' TURN AROUN_I"/ / 5 Oo �["l�l 10' U LI f
\ z 1 z \ SAS 0. DRAIN" qP_�ASq' NO Mrn I ( I / �a Z. EASE ENS,/ \
/ 0 "� 105 a 71,536 S.F. ABANDON TEMP. o 6 G[ P, q 7 2 / lg9 �Q M T
+. 73.732 S.F. u C3 50' TURN AROUND. IJ5.JJ I I ` M T ; \
104 _
166,476 S.F. N / % ` \ \ [ CN ti 29.915 S.F. ry 69
10' UTILITY /625 /// 4 �[� \ \ \ r / 6 UnL. /�I 0 I \ \ \l
v` \ f� ( EASEMENT / i(1 / r �[ J` ESMT I X - h 71
/ \ \ 12' DRAINAGE/ (TYPICAL) / / y �6,9■�, \ \ �` \ / 34.048 S.I. /O / 68 �� \
\ CASEMENT 1 1 / �p '�\ / �O ? �� o�tarK A0 s0 �O. S ^ \
�- m �•/ �. ELECTRIC DQ•__. I
/ 7 4 / ti0 \ LTNFS (rV..) \ \ 145J Ip•W 2 /606
O / -11 \ 163/ 1 ,jQAIL� y 35,ozs s.r. N� gyp/ °D /
X / A2 AD 11 A'�7�5j" \ 6' UTIL ESMT +" i / l /3 / 1Os.)' f t 5 I .- j[ -6 " OO�y. l 700,
U 67
*� I ,, , so. 52 NOo._ �l6// N n - N
3� 1� 4� /" b n / >9, N08f6' N39 A,06 lss 0E d? TOC g I: EASE a1Y / ry
P 18.5 �// n +!M a. cs �0 7 5 / !7"W 0 I 64 /6 %
26 V P� 3 w`P� '�'• J`�� /66/ / wa _ _ 1J9. s6 1 \ T_ 97 \ / S 66 /�
�� A 90l \ R 8' 32,5Z30 QO o ^ / 1L 34.817 S.F. 5,4�
/ I / \ 0', N � UOj(1 �CZ;7) /y o
J A n 6�--_.� \ / N.. 11' ��U ••�� �' 10' DRAINAGE/ I ;� \ DRAT P.R.P
TO 2 6.37 \/ - ��� \ / ; / UTIL. EASEMENT Q / ? NAG'[ E '- AN I / / TRACT I
� L 116 89 : 88 /" - y r Io 76 1,* (TWICAL) I 7 CJ / yoo ° 5 1 f \ AS MENTD
E
\ 102 ���'� F �� / 23.427 S.F. / 0' \ \ /655 ? h h7 7 7 N 5 /6/ \ E ^
1 ti 31,366 S.F. r 4, v 38,749 S.F. S5
\ / / / •vl /660 �c \ / A 4 • 1619-
m / h 6 \ \ / 2 h m I Cq� 0 / 1 / \ 59 yy 41.69
• A'j•A 58 `6� 63,454 S.F. .V d c.'► /630 L� 109 10' DPAINAGLi �, 0 `� 35,592 S.F. h 1Yp/ -W. / 4 6,* $89*22'23"E
um_. TASLMENT 10' UTILITY n Si O
/ \ R[� / 2 4 lQ �`, V� / (TYPICAL) \/ EASEMENT l 2 I S / / /618 �jes 7" D.
CL / `'- A 0 / Td i7mir, • sloEwur. .� / (TW.) / / v y 74.674 S.F. - -
\ n N 1 0 (ASEIIFHT, 1HI5 SIDE v 8 7 _ /654 /643�`� /63/ 10' DRAINAGE/ `� _ _ - _ -OFIE - -
/ 01 W-I-Ns-r-' TNAIL .O
7507 = U 27.175 S.F. 1 10, UTILITI� \ _ _-102.06 / UTIL EASEMENT \ rm)
62.615 S.F. W\ j1' �. EASEMENT > ` �4ry _ - - (Ty4'ICAL) ESMt(
UTILIT/ , 11 0 ��31� (TYPICAL) 22-44'48w y \ 6' UTL T 8g7�?3,
EASEMENT �, js� b�. 4 a ti \ 06 i so \ TRACT
1 13.5 W
vrjp / 10' DRAINAGE (TYP.) (Q�O/ / \ rN / / 8 6 s /648 % \ �AMSID�' DR V I 102. i /624 jai. B O \ 1i l I�� 1 559.95
O k UTILITY \ V ` \ 28,544 S.F. M �� -- _ 1. _ O6 GE \ �� 31,161 S.F. 4, � 4
/ 3 CASEMENT 750/ 7 •3 / n'� °�h /64,z 18' DRAINA O O!' ,o R 24633
s. ,5 UTIL. ESMT. z 67.
T O \ �� S / : 19'S2 t 65
/ M (TYPICAL) 1017513 \ 8 ti0 h o 'o s "1' 7 k 7 R \ GCT- 3,21 L e
L / b y. / \ .�J `'6`.S try �% ri I /6✓ �`_ /6J0^� 8 1 i CH a BaA4„ E -
46,915 S� / \ UL �i ti / O 8 9 't a � � 8 5 1 25' SAN17 rn w � S 2538
l 0 C `QT / 0rV 0 N ti e3 s �� �s / 27,465 S.F. h �^ .3 SEWER ESMT
of i 27,946 S.F.
TRACT G ? _ _ _ G2 G, 2 / 26.592 S.F. T l0.Up '\ �`;*J 84 y u� ,
67,042 S.F. t� t� A/ J •h
- 514�4'25"[ 280.27 S D>7 7O�rr�l r / Try iy (lyp �FNt o� y �'e "�J� / �0� 22.641 S.F. N 8 3 O� N I p O A3 / CENTER
QUARtER CORNER
15' SL 20?. �/ / ,�h 10 CAO > / 218 S.F. c: 8 2 12 CE T6N, R68W
3 Dn Dw[ 4 coo ,9e.,; w 74/3 ob s�o�9, I s1NG SECT 18,
/ LI I 33,437 S.F. OS 5 8 REBAR WAY
ES r'• •� S62'41'07"E g i 1.06 CR SET LS 25372
/ (ryPIQ A+r. 7506 \99 Bljj,, / I 3 6 _CAP M--------------
h AL) 100 / .?9 N Sg V� 9 0 �gI; "' �j6, �6.al5 _ 45.70'\ ) E i 3 E 1.1N ALUMINUM
O1 r D> oo_ . �� 9s-1J720- 1663 Qp1PR1y�. _ in O' 001� n 7?'p \/ �fr 28,148 S.F. VI o 51.Jg I 2 46 V1E P
a / 57,243 S.F. 1'S• '�' 46' R.O.W. ,00. ?• E `Q 740T g3S #� NOTE; UNI SOBT7426 E 25204 -1.Op 5.3A y SE A �V.
DED/GATED NDW 2 / N4478'J4 E /�6ti05 7500 C� DD czJ \��� 51S9y89 ' '� MIL _, PACIFIC R.R. DRAINA Sop B S 53 50�0�� 45,9
r1ylS PLAN 32.50 / / / / lye 3 5 041 10' UTILITY \I 85 DECEMBERE8. 19g3. TERWAy AGREEMENT 10505 E 9? ?4 f
S89^J9'49 E 47.949 9 9.F. / 1p.65 8* W EASEMENT a 3 l4.pa„
39.67 / 74/8 C17vC2s �(TyP.) 9 1 {,, �� E
/67,�'a 8,; �6� / / 9 5 \ ` 29,222 S.F. q TRACT I D % /� �i OF
740/ 299,067 S.F. z l LA 1
6 /\9ss9 /667 "" / / 24.2s3 S.F.74/2I No u
o0 64 m �, \ (648 h` 5)?o, czT C� l
_ 2- - - N wry EAS N� A GREENSTONE Po U. Do PHA SE 3
S �" \ y6 titi u., '4lNq as \ 74
h I"�9 16pS7 175.S 1 - - Co / \ �. \ / 7 NNEI z� h� 23 A61 $-
16q - - /654 \ 2 �, / 94 .�, \ 92
o r
2 /'p3,� '"10p8 6�666 cep y5.gg, S.F. •� ,, 7406 0 24,693 S.F. ,�h � , , �� �'\S UBDI VISION L 0 CA TED IN THE SO UTH HALF OF SECTION 18,
/666 I _ �- - � 54' R.O.W. N!'� .� \ r1 F -� % F r
/660 TYPICAL O 9 3 n 0
yl 10 MITY STREETS o,� rn�\Qs y \ Q 53 - y ~ \ 11
'DB EASEMENT 21,943 S.F. \, -1;D , , ,T. 6 N. , R. 68 W. , OF THE 6 TH P. M. , CITY OF FORT COLLINS,
I 9 I (TYP. THIS SIDE / ) 319'
/ �325 Df STREET) � \ COUNTY OF LARIMER, STATE OF COLORADO.
11L
75. �bNL d 9 6 \ s? s �� j551g'34 A6 E / i \�
h sOPE 4 0 12' DRAINAGE ma's 52.473 S.F.s,sy � 3 G'I�IC �, \ \� CL OF A 30' WIDE DRAINAGE
T. k UTILITY ESMT. £ O '19 h, li i
q• (Typ q PA \\..EASEMENT, 15' EACH SIDE. SEE
h CAL) I 97 /r1'ti0lr / \20�✓ OFFSITE EASEMENT BY SEPERATE DEED.
VJV1 •^�
~ 9 $ 3.p2 / / 0 / 20' WIDE SAN. SEWER ESMT. CONT. ON SHEET 2 OF 2.
rn / � 55,183 S.F. 9
/ 103,607 S.F. �+
A A60 / h / `_ 60' ADE TEMP. SAN. SEWER CONSTRUCTON
cc
f 55 GENERAL NOTES:
\ EASEMENT. SEE SEECT 2 Of 2.
3
I �248.71
74
1.
BEARINGS ARE BASED ON THE SOUTH LINE OF
0!, /
THE SOUTHWEST QUARTER OF SECTION 18 AS
6' UTIL ESMT (TYP) J
BEARING NORTH 90' 00' 00" WEST WITH ALL
>n/
E
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
2/
i3 46
�535 4
�
7g
2.
TRACTS G - I SHALL BE OWNED AND MAINTAINED BY THE
/
/304.
HOME OWNER'S ASSOCIATION FOR OPEN SPACE, DRAINAGE,
1
i
UTILITIES, PEDESTRIAN ACCESS AND EQUESTRIAN TRAILS.
CT
_
AC
'r
i
3.
THE PLATTE RIVER POWER ASSOCIATION (PRPA) EASEMENT
'SsJr w
i
(INTERIOR TO TRACTS G, H, do I AS SHOWN ABOVE) IS DEDICATED
WITH ALL RIGHTS OF INGRESS AND EGRESS NECESSARY FOR
FULL AND COMPLETE USE, OCCUPATION, AND ENJOYMENT OF
NO
i ,TPY
THE EASEMENT HEREBY GRANTED AND ALL RIGHTS AND
Po51
Ulr
PRIVILEDGE INCIDENT THERETO, INCLUDING THE RIGHT,
i
\N�c#
oRr �1�t
AS BECOMES NECESSARY TO CUT, TRIM, AND REMOVE
/ /
TREES, BRUSH, OVERHANGING BRANCHES, DOTHER
rn
I
Otf• PP�F1P �ER�6t1995 /
0 STRUCTIONS WHICH MAYINJUREORINTERFERE WITH
�Rv+o�CENO i
PRPA'S ELECTRICAL SYSTEM. PRPA SHALL BE RESPON-
SIBLE FOR RESTORING THE PROPERTY TO THE ORIGINAL
Cc
OPEN SPACE
TRACTS AND EASEMENTS
CONDITION UPON COMPLETION OF INSTALLATION AND/ OR
COMPENSATION FOR DAMAGE DONE DURING CONSTRUCTION
i
OR SUBSEQUENT RE-ENTRY FOR REPAIR OR RE-
ik I
I
/
OCILUDEUCTION SHALL
)
DESCRIPTION
AREA SQ.
FT. ACRESt
DRAAINAGE, UOTIL TIES,,SEMENT PEDESTRIAN
N PEDESTRIAN
ov.
f a
1
CL OF A 30' WADE DRAINAGE
AND EQUESTRIAN TRAILS.
EASEMENT, 15' EACH SIDE. SEE
TRACT G
67,042
1.54
60)
OFFSITE EASEMENT BY SEPERATE DEED.
TRACT H
116,887
2.68
4.
ALL LOTS INTERIOR TO PHASE III SHALL BE COVERED BY
2 _ i
TRACT 1
299,067
6.87
A BLANKET DRAINAGE EASEMENT EXCLUDING BUILDING
S E. CM SECT 18
T6N, R68W
FOUND J 1/4' ALUM. CAP
\ IN MOW. BOX LS;/25372
ENVELOPES AND ASSOCIATED STRUCTURES AND OUTBUILDINGS.
No. Revision- Hy Date PARSONS & ASSOCIATES, INC.
432 Link Lane Plaza
CONSULTING ENGINEERS Ft. Collins, Colorado 80524
(303) 221-2400
PROJECT SITE
5. • = SET 1/2" REBAR do CAP P.L.S. # 25372
6. LOTS 83, 92, 98, & 105 HAVE SPECIAL DRAINAGE FENCING
RESTRICTIONS DUE TO DRAINAGE EASEMENTS. PLEASE
REFER TO SHEET 5/19 FOR DETAILS do ADDITIONAL NOIES.
FROM UTILITY PLA S FOR GREENSTONE P.U.D. PHASE 3
7. ALL DRAINAGE EASEMENTS INTERIOR TO PHASE 3 ARE
SHOWN FOR THE USE OF LOT OWNERS. BLANKET DRAINAGE
EASEMENT SHALL ENCOMPASS ALL DOWNGRADIENT LOTS.
OWNERS SHALL HAVE THE OPTION TO UTILIZE THE DEDICATION
BLANKET EASEMENT TO ELIMINATE LOT DISTURBANCE OR CUT
SHALLOW SWALES ALONG SIDE LOT EASEMENTS TO DIRECT
FLOWS AWAY FROM ADJACENT LOTS.
Project: 92.18- GRN- 05
Scale:
Designer: CAU Checker:
Drafter: RP, MC Date: mar. 23, 19"
VICINITY MAP
N. T. S.
GREENSTONE P. U.D. , PHASE 3
r�
Sheet
1
Sheets
.50
0
J OWNERSHIP, SUBDIVISION, AND
DEDICATION CERTIFICATION
KNOW ALL MEN BY THESE PRESENTS; THAT THE UNDERSIGNED, BEING THE OWNERS
AND PROPRIETORS OF THE FOLLOWING DESCRIBED LAND, TO -WIT:
A TRACT OF LAND SITUATE IN THE SOUTH ONE HALF OF SECTION 18, TOWNSHIP 6
NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
CONSIDERING THE SOUTH LINE OF THE SOUTH WEST QUARTER OF SECTION 18 AS
BEARING SOUTH 900 00' 00" WEST AND WITH ALL BEARINGS CONTAINED HEREIN
RELATIVE THERETO; COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION
18, ALSO BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF
SECTION 18, NORTH 900 00' DO" WEST A DISTANCE OF 12.17 FEET; THENCE LEAVING
SAID SOUTH LINE NORTH 000 55' 10" EAST, A DISTANCE OF 60.01 FEET TO A POINT ON
THE NORTH R:GHT OF -WAY LW7 -r-- COU"TY ROAD 32 AND I HE SOUTHEAST CUFif�ER
OF GREENSTONE P.U.D., PHASE I; THENCE ALONG THE EAST LINE OF SAID PHASE I AS
FOLLOWS: THENCE CONTINUING NORTH 000 55' 10" EAST, A DISTANCE OF 986.75 FEET
TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF GREENSTONE TRAIL; THENCE NORTH
210 33' 22" EAST, A DISTANCE OF 54.00 FEET TO A POINT ON THE NORTH RIGHT-OF-
WAY LINE OF GREENSTONE TRAIL; THENCE ALONG SAID NORTH RIGHT OF -WAY LINE
ALONG A NON TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 210 24'
57", A RADIUS OF 637.00 FEET, AND A CHORD WHICH BEARS NORTH 790 09' 06" WEST,
A DISTANCE OF 236.71 FEET; THENCE ALONG THE ARC OF SAID CURVE 238.10 FEET;
THENCE LEAVING SAID NORTH RIGHT OF -WAY LINE NORTH 050 13' 46" EAST, A
DISTANCE OF 352.21 FEET; THENCE NORTH 01 0 02' 35" EAST, A DISTANCE OF 1 1 7.98
FEET; THENCE NORTH 030 44' 1 1 " WEST, A DISTANCE OF 220.42 FEET TO A POINT AT
THE NORTHEAST CORNER OF SAID PHASE 1, SAID POINT BEING ON THE SOUTH LINE OF
GREENSTONE P.U.D. PHASE II; THENCE LEAVING SAID PHASE I ALONG SAID PHASE II
SOUTH LINE SOUTH 890 20' 26" EAST, A DISTANCE OF 2.11 FEET TO THE EAST LINE OF
PHASE 11; THENCE ALONG SAID PHASE 11 EASTERLY LINE AS FOLLOWS: NORTH 000 09'
10" WEST, A DISTANCE OF 243.80 FEET; THENCE SOUTH 880 17' 54" EAST, A DISTANCE
OF 207.78 FEET; THENCE NORTH 000 55, 10" EAST, A DISTANCE OF 305.38 FEET;
THENCE NORTH 060 59' 13" WEST, A DISTANCE OF 300.20 FEET TO A POINT AT THE
NORTHEAST CORNER OF SAID PHASE 11; THENCE LEAVING PHASE II SOUTH 890 22' 23"
EAST, A DISTANCE OF 41.69 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF
THE UNION PACIFIC RAILROAD; THENCE ALONG SAID RAILROAD RIGHT-OF-WAY THE
FOLLOWING TWO COURSES 1) ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING
A CENTRAL ANGLE OF 190 52' 04", A RADIUS OF 2559.85 FEET AND A CHORD WHICH
BEARS SOUTH 250 38' 44" EAST, A DISTANCE OF 883,21 FEET; THENCE ALONG THE ARC
OF SAID CURVE 887.65 FEET; 2) THENCE SOUTH 350 34' 46" EAST, A DISTANCE OF
2304.67 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 18 AND THE
CENTERLINE OF COUNTY ROAD 32; THENCE LEAVING THE WEST RIGHT-OF-WAY LINE OF
SAID RAILROAD NORTH 890 59' 49" WEST, A DISTANCE OF 1754.26 FEET TO THE TRUE
POINT OF BEGINNING.
No.
SAID PARCEL CONTAINS 54.05 ACRES MORE OR LESS
THAT THE UNDERSIGNED HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED
AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS SHOWN ON THIS PLAT TO BE
KNOWN AS THE GREENSTONE P.U.D., PHASE 3,
THAT THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO AND 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 THE STREETS SO DEDICATED
UNTIL SUCH TIME AS THE STREETS ARE INSPECTED AND ACCEPTED BY THE CITY DIRECTOR
OF ENGINEERING. ALL MAINTAINANCE OF THE ABOVE DESCRIBED STREETS SHALL BE
PERFORMED BY THE UNDERSIGNED (AND HIS/HER SUCCESSORS IN INTEREST) UNTIL SUCH
TIME AS THE CITY EXPRESSLY ASSUMES, IN WRITING, THE DUTY OF SUCH MAINTAINANCE.
m
INC.
R NTrY U Stoner
STATE OF COLORADO
a5
COUNTY OF LARIMER
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS IS7-H
DAY OF &PT• A.D., 1991 WITNESS MY HAND AND OFFICIAL SEAL.
MY NOTARIAL COMMISION EXPIRES: ,f
�*
401ARY PUBLIC
e�
ADDRESS
NOTICE: �-
ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION
BASED ON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU
DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY LEGAL ACTION BASED ON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN (10) YEARS
FROM THE DATE OF THE SURVEY SHOWN HEREON.
SURVEYOR CERTIFICATION
I, RICKY J. LEWIS, BEING A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS PLAT OF THE
GREENSTONE P.U.D., PHASE 3 TRULY AND CORRECTLY REPRESENTS THE
RESULTS OF A SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION
1 FUTHER CERTIFY THAT THIS PLAT CONTAINS ALL OF THE INFORMATION
REQUIRED BY C.R.S. 38-51-102. c
CCv,
c5 �2�C,
Revision
RICKY J-tfWIS
P.L.S. COLORADO # 25372
.( 25377 1u
Date
'a CONSULTING ENGINEERS
LOT
LOT 82 %
83 1
ENGINEER CERTIFICATION
APPROVED 'AS TO FORM BY THE DIRECTOR OF ENGINEERING OF THE CITY
OF FORT COLLINS, COLORADO ON THIS i+j DAY OFOAIL# .D. 1994.
DIRECTOR OF ENGINEERI
PLANNING AND ZONING ZONING CERTIFICA
APPROVED BY THE PLANNING AND ZONING B05 OF THE CITY OF FORT
COLLINS, COLORADO ON THIS Z,[Z DAY OF A.D. 199.
SECRETARY OF PLANNING
do ZONING BOARD
PLATTE IVER POWER AUTHORITY
BY: IE- -- -
LA RY ST ISON
DIVISION MANAGER, ENGINEERING 8c OPERATIONS
Cc K M RE RDER,><' -
APPFEOVED BY THE CITY CLERK OF THE CITY OF FORT COLLINS.. COLORADO
99 THI3,',Z/_ DAY` OF ,A.D. 1994.-
t'
�iERK j
GREENST
PLAT OF
ONE P. U.D.,
PHASE 3
A
SUBDIVISION
LOCATED IN
THE
SOUTH HALF OF SECTION 18,
T.
6 N., R. 68
W", OF THE
67H
P.M... CITY OF FORT COLLINS.
COUNTY OF LARIMER, STATE OF COL ORAD 0"
001dA CL LINE
CROS NGNG OLDER 455--9AtU.P R R.)
R04,
MATCH UNE SEE
\ SHEET 1 OF 2.
\J\ \ Z \Zit N320.00'
w\3
w U\ter
�• \`fir
3\
\� 20' VNDE PERMANENT SANITARY
SEWER EASEMENT.
a \w
aUo\a�\ \ \\\
\ o\ \
Z� J
Lip
\
a
\ \ \ \ 60' MADE TEMPORARY SANITARY SEWER
\ CONSTRUCTION EASEMENT.
\ 6
i
A17ORNEY CERTIFICATIONS� qq 9
THIS IS TO CERTIFY THAT ON THE 1 DAY OF✓A.D. 1994, 1
EXAMINED THE TITLE TO THE PROPERTY HEREON AND ESTABLISHED THAT
THE OWNER(S) AND PROPRIETOR(S) OF RECORD OF THE SAID PROPERTY
AS CONSTRUED IN C.R.S. 1973, 31-23-111, ARE AS SHOWN HEREON AS
OF SAID DATE.
ATTORNEY
�L}
4a5 12
ADDRESS
F�A��1�����as�1
C 11
REGISTRATION NO.
PARSONS Ac ASSOCIA a TESINC.
432 Link Lane Plaza
Ft. Collins, Colorado 80524
(303) 221-2400
\ b N-
\0 16
\$$_
\\ \ \*1,0
53� ZQ40E
\ \\ \
N89'19'21'E \
8.76' \
05g 19,2�'E � l
32.31 '120�
GRAPHIC SCALE
1 men100 n.
Project: 92.18.05 - GRN
IC
/ ,1 rµy
f2o s
/E�xSTNO .
OR E
Scale:
Designer: VA V Checker: I �,,,,�
l Drafter: ' I Date: �2Z' 9"
CURVE
C1
RADIUS
15.00
LENGTH
23.56
TANGENT
15.00
CHORD
21.21
BEARING
S44'59 57 W
DELTA
90'00 28
C2
15.00
23.56
15.00
21.21
S45'00'03 E
N4119TOS"W
-
89'59'32
823i'41`
C3
360.00
519.17
316.42
--
475.33
C4
NOT USED
-
C6
333.00
59.82
---
29.99
59.74
N05'09 03
___10-17 31
C6
333.00
391.74
24.85
?22.09
16.35
369.53
N43'59'S2 W
67'24 06
94 56 3
C7
15.00
22.11
S54'60'04 W
N0355'J6 W
C8
387.00
52.98
26.53
52.94
07`50'36
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