HomeMy WebLinkAboutItem III (E) Approval and Acceptance of Silver Glen, Phase II, Village I - Final Plat AGENDA 5-3-94
• Item III E
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frf*of coo, JAMES W.SHIRR,P.E.
CITY ENGINEER/UTILITIES DIRECTOR
150 N.LAKESHORE DRIVE•OCOEE,FLORIDA 34761
(407)656-2322
STAFF REPORT
DATE: April 28, 1994
TO: The Honorable Mayor and Board of City Commissioners
FROM: Ernie Kovacs, Engineering Aide
SUBJECT: Silver Glen Subdivision - Phase II, Village I
ISSUE
Should the Honorable Mayor and Board of City Commissioners approve the Final Plat for Silver
Glen Subdivision Phase II, Village I?
BACKGROUND
Silver Glen Subdivision Phase II is a 61 lot single family residential subdivision addition to the
existing Silver Glen Subdivision. The site is on the north side of Silver Star Road, west of Clarke
Road.
RECOMMENDATION
Staff recommends that the Honorable Mayor and Board of City Commissioners approve the Final
Plat as submitted.
EK/jbw
WP60\DOCS\S LVGW.MAY\26APR94\ER
THE PRIDE OF WEST ORANGE C
AGENDA 5-3-94
Item III E
A PORTION OF THE NORTHWEST QUARTER OF SECT 1 ON 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY
DESCR I BED AS FOLLOWS:
COMMENCE AT THE WEST QUARTER CORNER OF SAID SECTION 16; THENCE NORTH 89'59'06" EAST, ALONG THE SOUTH LINE OF THE
NORTHWEST QUARTER OF SAID SECTION 16, 1027.26 FEET; THENCE, DEPARTING SAID SOUTH LINE, NORTH 00'00'54" WEST 40.00 FEET
TO A POINT ON THE NORTH RIGHT--OF-WAY LINE OF SILVER STAR ROAD; THENCE, DEPARTING SAID RIGHT-OF-WAY LINE, CONT I NUE
NORTH 00 ' 00 '54 " WEST 1299.66 FEET; THENCE NORTH 89 '54 ' 16 " WEST 346.53 FEET; THENCE NORTH 00 ' 06 '26 " EAST 145.00 FEET
TO THE POINT OF BEGINNING ( THE LAST THREE (3) COURSES BEING CO I NC I DENT W1 TH THE WESTERLY AND SOUTHERL Y BOUNDARY L I NES
OF SILVER GLEN PHASE 1 VILLAGE 1 AS PER PLAT BOOK 25, PAGES 125-126) ; THENCE CONT I NUE NORTH 00'06'26" EAST 208.38 FEET;
THENCE SOUTH 89'41 '26" WEST 17.00 FEET; THENCE NORTH 00'3236" WEST 543.25 FEET; THENCE NORTH 89'47'59" EAST 258. 78
FEET; THENCE SOUTH 45 *44'28" EAST 269.65 FEET; THENCE NORTH 31 ' 00 '38 " EAST 495.99 FEET TO A POINT ON THE WEST LINE OF
THE EAST HALF OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 ' 15 '20 " WEST ALONG SA l D WEST LINE 461.29 FEET; THENCE
DEPARTING SAID WEST LINE SOUTH 89'29'40" EAST 150.00 FEET; THENCE SOUTH 56 '22 '45 " EAST 83.43 FEET; THENCE SOUTH
73'03'59" EAST 150.01 FEET; THENCE SOUTH 17°35'04" WEST 129.15 FEET; THENCE SOUTH 42'55'00" WEST 54.56 FEET TO A
POINT ON A NON -TANGENT CURVE (SA ID POINT BEARS NORTH 19 ' 10'41 " EAST FROM THE RADIUS POINT) CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY 27.83 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 63 '46 '53" TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 400.00 FEET; THENCE
SOUTHERLY 156.04 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22 '21 '05" TO A POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 550.00 FEET; THENCE SOUTHERLY 81.29 FEET ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 08 °28'07" TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY
HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHWESTERLY 47.87 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 109 ' 42 '28 "; THENCE, DEPARTING SAID CURVE, SOUTH 26 '33 ' 00 " WEST 50.00 FEET; THENCE SOUTH 63 '27 ' 00 " EAST 45.91
FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE
SOUTHEASTERLY 28.18 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64 *J4'21 " TO A POINT OF COMPOUND
CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 450.00 FEET; THENCE SOUTHERLY 21.17 FEET ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 02'41 '43" TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY
HAVING A RADIUS OF 1035.00 FEET; THENCE SOUTHERLY 101.35 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
05',36'37"; THENCE, DEPARTING SAID CURVE, NORTH 63'27'00" WEST 261.22 FEET; THENCE NORTH 68'28'41 " WEST 57.33 FEET;
THENCE NORTH 76'4J'22" WEST 140.26 FEET; THENCE NORTH 7J'18'58" WEST 99,92 FEET; THENCE NORTH 8J'22"12" WEST
102.42 FEET; THENCE NORTH 89 ' 54 ' 16 " WEST .333. 10 FEET TO THE POINT OF BEGINNING ( THE LAST TWENTY-ONE COURSES BEING
CO I NC I DENT W1 TH THE NOR THERL Y AND WES TERL Y BOUNDARY L I NES OF SIL VER GLEN PHASE 1 VILLAGE 1 AND SIL VER GLEN PHASE 1
VILLAGE 2 AS PER PLAT BOOK 25, PAGES 125 THROUGH 128) .
SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, AND CONTAINING 16.485 ACRES MORE OR L ESS .
NOTES :
1. BEARINGS ARE BASED ON THE EAST LINE OF BRENTWOOD HEIGHTS
UNIT TWO AS RECORDED IN PLAT BOOK Z, PAGE 131, OF THE PUBLIC
RECORDS OF ORANGE COUNTY, FLORIDA AS BEING N 00' 00' 54" W
2. ALL LOT LINES ALONG CURVILINEAR ROADWAY ARE RADIAL UNLESS
NOTED N.R. (NON --RADIAL)
3. WHERE A LOT ABUTS A RIGHT-OF-WAY THERE SHALL BE A 10'
UTILITY EASEMENT.
4. ALL REAR AND SIDE LOT LINES TO HAVE A 5' UTILITY EASEMENT.
5. ❑ DENOTES PERMANENT REFERENCE MONUMENT FOUND.
6. DENOTES PERMANENT REFERENCE MONUMENT SET #4157.
7. o DENOTES PERMANENT CONTROL POINT SET #4157.
8. DENOTES PC, PT, PI, ETC. ( NO POINT SET )
9. PARCEL A SHALL BE OWNED AND MAINTAINED BY THE SILVER GLEN
HOMEOWNERS ASSOCIATION AND AN EASEMENT OVER PARCEL A HAS
BEEN ESTABLISHED FOR THE PURPOSES OF ACCESS AND UTILITIES
CONNECTION FOR THE BENEFIT OF THE TRACT LYING TO THE NORTH.
THE CITY OF OCOEE SHALL HAVE NO MAINTENANCE RESPONSIBILITY
OF ANY NATURE FOR PARCEL A.
VICINI TY MAP"
NOT TO SCALE
"NOTICE"
THERE MAY BE ADDITIONAL RESTRICTIONS
THAT ARE NOT RECORDED ON THIS PLAT
THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF ORANGE COUNTY.
CONCURRENCY NOTE:
THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND
RESTRICTIONS OF F.S. CHAPTER 163 CONCERNING
MORATORIUMS ON THE ISSUANCE OF BUILDING PERMITS
UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO
LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY,
OR ITSELF, FROM THE APPLICATION OF SUCH STATE
LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED
AS SUCH AN EXEMPTION.
CORPORATION, a Delaware Corporation
� DIV. President:GU V�NT S
Attested VIJ.
-
CE PRE ENT: FRANCIS J DOLAN
Signed and sealed i(n/nthe presence of:
-- L-1 --=------------ BRIAN H. HENDERSON
------------------- ED GANGW I SCH
STATE OF F _ RIDA COUNTY OF ORANGE
The foregoing instrument was sworn to and subscribed before me
this_J 3-_- day of _y��A1 }(lii By GUST VALAN_TASI_S ,
DIVISION PRESIDENT AND FRANCIS J. DOLAN, VI: -,E PRESIDENT OF THE
ABOVE NAMED CORPORATION, A DELAWARE CORPORATION, ON BEHALF
OF THE CORPORATION, THEY ARE PERSONALLY KNOWN TO ME
AND DID NOT TAKE AN OATH. -----�
r My -Co G 5
E�MJut.1Q,1
•. �< 89 my Kilt!
SW-41VA W
IN WITNESS WHEREOF, I have hereunto
set my hand and seal on the above date.
-------- J-461CA
-- ---
NOTARY PUBLIC: A FITZPATR CK
My Commission Expires _ a1vL-y _,0 _
Commission Number
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being
a licensed and registered land surveyor, does hereby certify that on
9-30=9a
he completed the survey of the lands as shown in the foregoing
plat or plan, that said plat is a correct representation of the lands
therein described and platted or subdivided; that permanent
reference monuments have been placed as shown th,--reon as
required by Chapter 177, Florida Statutes, and that said land is
located in Orange County, Florida
t e del- 91-1-30,,
Signature ------- ___ ___ ______;
Name KE IN G AM ------ Re No
Print
CERTIFICATE OF APPROVAL
Examined
and
Approved:
Examined
and
Approved:
BY CITY PLANNING DIRECTOR
City Planning Director Date
CERTIFICATE OF APPROVAL
BY CITY ENGINEER.
City Engineer
Date
CERTIFICATE OF APPROVAL BY
BOARD OF CITY COMMISSIONERS
THIS IS TO CERTIFY, That on -_______________--_- the
foregoing plat was approved by the BOARD OF CITY
COMMISSIONERS of Ocoee, Florida
.................................. I....... ..........................................
City Attorney Mayor of Ocoee
Attest:
..........................................
CITY CLERK
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I have examined the foregoing plat and
find that it complies in form with all the requirements of Chapter
177, Florida Statutes, and was filed for record on _________
at __-____------ File No. ----
County Comptroller
in and for Orange County, Florida
C C L CONSULTANTS INC
ENGINEERS SURVEYORS PLANNERS By
2600 LAKE LUCIEN DRIVE SUITE 105
MAITLAND,FLA 32751 (407) 660-2120
0
ABBREVIATION LEGEND
A
DENOTES DELTA ANGLE
PI
DENOTES POINT OF INTERSECTION
R
DENOTES RADIUS
CM
DENOTES CONCRETE MONUMENT
A
DENOTES ARC LENGTH
PRM
DENOTES PERMANENT REFERENCE MONUMENT
CHD. BRG.
DENOTES CHORD BEARING
PCP
DENOTES PERMANENT CONTROL.. POINT
TAN. BRG.
DENOTES TANGENT BEARING
DENOTES CENTERLINE
PC
DENOTES POINT OF CURVATURE
R/W
DENOTES RIGHT OF WAY UNE
PT
DENOTES POINT OF TANGENCY
POC
DENOTES POINT ON A CURVE
PRC
DENOTES POINT OF REVERSE CURVATURE
POB
DENOTES POINT OF BEGINNING
RP
DENOTES RADIUS POINT
R
DENOTES RADIAL UNE
POL
DENOTES POINT ON LINE
CORPORATION, a Delaware Corporation
� DIV. President:GU V�NT S
Attested VIJ.
-
CE PRE ENT: FRANCIS J DOLAN
Signed and sealed i(n/nthe presence of:
-- L-1 --=------------ BRIAN H. HENDERSON
------------------- ED GANGW I SCH
STATE OF F _ RIDA COUNTY OF ORANGE
The foregoing instrument was sworn to and subscribed before me
this_J 3-_- day of _y��A1 }(lii By GUST VALAN_TASI_S ,
DIVISION PRESIDENT AND FRANCIS J. DOLAN, VI: -,E PRESIDENT OF THE
ABOVE NAMED CORPORATION, A DELAWARE CORPORATION, ON BEHALF
OF THE CORPORATION, THEY ARE PERSONALLY KNOWN TO ME
AND DID NOT TAKE AN OATH. -----�
r My -Co G 5
E�MJut.1Q,1
•. �< 89 my Kilt!
SW-41VA W
IN WITNESS WHEREOF, I have hereunto
set my hand and seal on the above date.
-------- J-461CA
-- ---
NOTARY PUBLIC: A FITZPATR CK
My Commission Expires _ a1vL-y _,0 _
Commission Number
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, That the undersigned, being
a licensed and registered land surveyor, does hereby certify that on
9-30=9a
he completed the survey of the lands as shown in the foregoing
plat or plan, that said plat is a correct representation of the lands
therein described and platted or subdivided; that permanent
reference monuments have been placed as shown th,--reon as
required by Chapter 177, Florida Statutes, and that said land is
located in Orange County, Florida
t e del- 91-1-30,,
Signature ------- ___ ___ ______;
Name KE IN G AM ------ Re No
Print
CERTIFICATE OF APPROVAL
Examined
and
Approved:
Examined
and
Approved:
BY CITY PLANNING DIRECTOR
City Planning Director Date
CERTIFICATE OF APPROVAL
BY CITY ENGINEER.
City Engineer
Date
CERTIFICATE OF APPROVAL BY
BOARD OF CITY COMMISSIONERS
THIS IS TO CERTIFY, That on -_______________--_- the
foregoing plat was approved by the BOARD OF CITY
COMMISSIONERS of Ocoee, Florida
.................................. I....... ..........................................
City Attorney Mayor of Ocoee
Attest:
..........................................
CITY CLERK
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I have examined the foregoing plat and
find that it complies in form with all the requirements of Chapter
177, Florida Statutes, and was filed for record on _________
at __-____------ File No. ----
County Comptroller
in and for Orange County, Florida
C C L CONSULTANTS INC
ENGINEERS SURVEYORS PLANNERS By
2600 LAKE LUCIEN DRIVE SUITE 105
MAITLAND,FLA 32751 (407) 660-2120
0
,, , ,r►RANGE .�,
: , 22 SOUTH,
EAST
M
,-PROPERTY LINE -
10' WALL L�
64.00 EASEMENT �<
0
15.00 I 15.00'
50' -RW 1
30.00 i Cj
1 71
0
LOT 23 I � + I LOT 24 Z
24, 00' e
INSET 'A'
SCALE- I'= 40'
8904759" .4r
258.78' 1
TEMPORARY TURNAROUND v - 115.00= -5000=
EASEMENT SEE INSETA' 1-4
ABOVE. 23
c® Cl
115,00' -
-93.78 '
24
• WALL EASEMENT. WALL TO BE OWNk
I• MAINTAINED BY i
WNEOMERS ASSOCIATION
41
a
WEST LINE OF THE EAST HALF,
NW 114, SEC 16-22-28
0. L.
1367.52
NE CORNER OF THE NW 114 SECTION 16,
TOWNSHIP 22 SOUTH, RANGE 28 EAST
FOUND 6' X 6' CONCRETE MONUMENT
CERTIFIED CORNER RECORD No. 0010955
ACCESSORIES FOUND
N 89'27'24' E i8i, 16' A)
0 o s� v N 89'27'24' E
o o NM
115.00 �N
N 89'27'24" EM IQ N 89 °27'24' E 214.55' o N
o o 0
83.54' 65.50' 65.50 '21
S 89
115.00' 115-125 6 co � rn It h v� � S 56022'45" E
VN 89'27'24' E t I . 26p '� O O O�29 N ry SET 'yo DSK #X415 150. 00 ' e � 9
C'.4
o w $ o c+' �^ o� �i o �4, 7 94.68',34.6
0 o I z z z o ,� N Q' . 8 4, 20
!�' 57.50 ' 65.50 ' 63.25 ' C 14 0 a `-5"') 1 N ° J5
195.00' " I Cl g -/ � ' ry h 4r
$ N 89.27 24' E +� Ct .``� to a ^ � �
o q - 235.7_0'b cV P.C. 13, 6 Cts ^ U -.1) of ry h 01 sS p
• S 89'54 16 E - e R 7 7'19 ° Ct8 ^ '�� M :` ,�d 2G. ��v p' SS ,
0 1 0 it) - 2500' L �j660P.C. C. aQ
115.00CNI' jo �'1 59.62' 68. 75' S6. 77' 035 C3 \_ C-
N
N 89'27'24' E ` � . G W e �� 4, 4 4 O6 �Ct�"� C ^ �_ ,° %
o � i� � G � � ^ co 4r C3? S ��I BTU Zr�. � �
o o '�Io o n G a CatS,Qt\Y O 022`
0 o Io o o h o h o? 4 0 45 0 "i $4r C; 4 Ak DIq c 50), .•
115.00' N o o N^ 1,3 "v- N ^ fv peT r lVF 23 `�
N 89'27'24" E " 4� o ry ;4 ," + X29 \ L'2� °�VIN
1 ' 1 0 z. 65' - _ o ^ , 4 28 c ; '�� c S 2 ® 5 ' 00 W 54.56 a
2 83.27' 68.75' 68.75' 60.55' ^ o R? o b 0
o D 95.87' 65.00 65.00 80. j3 ff ^ 2� 2g . _RAD_ ARG
`
al \1 (N.R.)N 89 18'12' W w S 84°32 37" S�) S. 1g. Z ,,ji ®� C S.19-18'56-
118.90, Lu a W tv 8 ' 2Sy1�
N 89'27'24 E Q N n . !. 4, N sg ss , p , ? ,y�; ^� W -- -_" _63046'53"
'n Ll� 44
(N. R. to o O v + 6j 66.66., !' ry' ^ 4 I� 1 ---25. ry 00
'51cy o o o v 52 i „� ^ tt, S 3' 66 .� ^ q "] ."� _. (�7 L = d %. e3 s
Bio N\ h'®� Bio
of 14 . 5 t g " o " o o ` . N ry' �c� O� • 3 p 'tO 6B e^ 98
120 ,4, a c"o a_ a . ' o ^ h ,� <v 6' p3, s?' 30 ^� ola' _ ,2°2 021 '05
9 °41 '26 W +� 'a�N R � 0 �C, ° Z65. oo' 2.43 z c4z a 19 C4 2 ^� � � °o � � �s''se' 3s.22 R = 4®0.00 '
1 7. 00 ' +vo ¢ �� �-, '�- C. -1.52.96' w P. T • = 18 "33'05' X 38, ^N � W a yy j� I a
�' c S 89.54' 16 E R-5O5IttDo-� '2 - �o �, ,� ,t. s60 , o s� o L _ :156.04
15' �' L y'63 P.C. oo' ^ ^ m o 0
P� 99 1�lC�' h6 �C5 65.00' 46.61 ' C4 S'� V/? ,? ;h •.�
• 7s°2 , g� $ �h >�, W Gh W c3 N CkE o/01 - ` ^v .�` o ^ +,90 �' k8�
O `�1 O O , a� 3� 6$ '\'�S 1-'"/C p0' �� p�,0� �l%� ® _. e to
c� m°. oce o �, 1 0 1� ,� ,N 26•� 4, po, a E p�q/V 4� t� , ,��.o�, i o _ ®6 26 07
�. 1 o gi o �; Q e �S s. zs�F <n �� o R 550.00
® 14 + h : o� N ^ O N • ^ ' !� of <v 00 , N C4 ry �i'7 a
0 o Z o o �,`� A o �' N h g w ss o P. d 6 i `7 L= 1.29
o fig' z ^ ^7 h .�` ° p' Ra ` O,, C,r> RqI �o
98.42' 075.54' 65.00' 65.00' 35.96' S9. t1 ° ?�5 ^"� ryry n'0 M �O' $Zv 6S pp, J°2°\S�-�'m�l R = 10 ®42'26 R = 2e�. ®0'L = 47.87'
PooeBeI N 89 ®54 ' 6 3 �3. 10 ' 10 a 5s s a �,`b �o , I,
e i N 83 ®a2e2 ; 8/��'3¢" _ ^ ® :`� " a �`��P.C., , S 26®33'00" 50.00'
o` I 2 65. 29' r '
® a $4 N � � a ® a a
1 zp o S 63 *27'00 E 45.91
73 16 56 7�0° �'' �� `�° 9s
ov; 99° 92'�� �'' �ti�'` °�;,,� = 64',34'21 = 25.00 L = 28. 16'
A)
I N 68"28 '°41 � W -� �®°' s '�ti° � A = 02 ®41 '43 450.00' L - 21. 17'
---------------------------- 57. JJ
N 89'54'16",W 346.53' Ap
05 o36'37" R = 1035. 00 ' L =101.350
�I
It I
.i
oI
POINT OF C ENCEMENT -Z
WEST QUARTER CORNER OF SECTION 16, I NORTH RIGHT-OF-WAY LINE
TOWNSHIP 22 SOUTH, RANGE 28 EAST i OF SILVER STAR ROAD
FOUND 3' BRASS DISC 1
CERTIFIED CORNER RECORD NO. 0008118
ACCESSORIES FOUND - ----�--------------- `
40.00'
N 89 °59'06' E 1027.26' i N 00'00'54' W
SOUTH LINE OF THE NORTHWEST QUARTER
OF SECTION 16, TOKNSHIP 22 SOUTH,
RANGE 28 EAST
100
GRAPHIC SCALE
50 104 200
( IN FEET )
1 inch = 100 ft.
L INE TA L E
LINE I DIRECTION
I
DISTANCE
L 1 N 63'27 00
W
4.96
L2 S 63'27'00"
E
18.96
L3 N 68 *28'41
W
11.06
L4 N 76 °43 22
W
20. 78
L5 S 8--'22'12-
E
7.34
L 6 N 44 °44 13
E
55. 70-
L7 S 89'29'40m
E
20.65
L8 N 89°48 12
W
5.09'-
zim
ZNGINEERS SURVEYORS PLANNERS
2600 LAKE SUITE 05
MAITLAND,FLAf
CURVE
TA L E
CURVE
RAD I US
L ENGTH
CHORD
REAR l NG
1
DEC. TA
Cl
C2
C3
1000.00
9000, 00
480.OD
60.07
77.87
49. 77
60.06
77.85
49.75
N 6510 15 F O3°26 30
S 69-07'20- E 04'27'42'
S 74 ° 19 25 E 05 *56'27-
C4
480.00
CO. 68'
80.58
S 82 °0& :d3
E
OQ .57 49
C5
480.00
24.97
24.96
N 88°?_4 52
W
+�� 58 49
C5
C6
100.00
100.00
45.17'
2�. 10
44.79
26.02
S 76°57 51 E
S 56'32 53E
J�11
3 ?
C7
900.00
25.ff
25.04
S 41'52 `d3.
E
,�
2�
X 12
C8 100.00 14. 79 14.78- S 30 °26 52 E
C9
300.00
2' 85
25.84
S 23-44'31F
04°5
Clo
300.00
6C 7 F4 r
60.04
S 15°31 49
E
11°29 10
C11
300.00
4'.40
48.35
S 05'09 55 E-
09`14 39
89'21 40
C12 25.00 99 35.16 S 45'15 26 E
C13
750.00
x.25
2.25
N 89°49 07
EV
00'10 18
C14
750. 0
62.90
62.89
N 87'19 48
W
04°48 20
05'59 57
M� °��a 43
'
C15 50.00 78.53 78.49 S 81°55 40 E
016 750 DO Y§.08 28.08 S 77.51 ' 1'9-
017
018
C19
4604.11
4604. 11
4604.1?`
S'1. 75
80. 70
20.00
51.75
80.70
20.00
S 7627 ?8
S 75 'J8 _r1 --7
S -'00-7-35-5-
-E
E
00 °3ei' `39
01 ° 06 16
00"1456
C20
C21
C22
4604.11 1
T,c 0 11 `
4dew,'L I1
88.45
65.01
66.00
88.45
65.01
65.00
N 74°20 06 btu
S 73 '22 48 E
S 72'34 16 E
01°06 03
t?CJ ° 48 32
(TO 4i3 32
C23
4604 1 F,
55.00
S 71 45- 44
E
i 4 32
C24
025
4604 11 1
4554 9 7 '
65.02
50.6 f
65.02
50.61
S 70'57'11 E
S 71£1. 75
f 4Ct 33
00v 12
C26
400.00'
l 16.58
135.91 S62 -441g7
-wt
--i
-J' 47
C27
4554.11
67.43
67.43
S 71 '52 58
E
00°50 Y,54
C28
4554.19
5"S. 62
68.62
S 72 °44 19
E
00 '51 48
C29
4554.11
68.63
68.63
S 73-3,6'07'
F
010'51 48
C30
45547-1-1-68.62
68.62
S 74'27 55
E
00'51 48
G31
4554.11 '
68.59
68.59Y
^^�---a.....
S 75 ° 19 '43
E
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r?0 ' S1 47
C32
4554. 11
68.55
68.55
N 76'11 213
W '
ob `51 45
C33
4554. 11
12.74
12, 74
N 76*42'69,m
t^J
00 09 37
C34
700. 00
65.73
65.70
N 79'28'21
191
05 -2247'
C35
700.00
82,60
82.56
S 85'32 34
E 1
06'45 40
C36
700.00
11.98
11.98
S 89'250
E
00°55 51
C37
25.00
39.55
35.55
-S4 '46 34
W
90'38 20
C38
250.00
10. 75
10. 75
S 01 °46 31
E
02 °27 51
C39
250.00
101.24
100.55
S 14°36 32
E
23'12'11
C40
50.00
55.58
52.77
S 58°03 27
E
63 41 38
C41
530.00
22.57
22.57
N 88'41 04
W
--627T6-75w-
C42
530.00'
61.03
61.00
N 84°09 55
W
06'35 52
C43
530.00
62.32
62.28
S 77°29 53
E
06'4-4 F 12
C44
530.00
25.69
25.68
N 72 '44 29
W
0?°45 136
C45
1050.00
18.94
18.94
N 70'50'11"W
01 '02 00C46
1050.00
63.63
63.62
S 68°35 09
E
®3'28 20
C47
1050.00
62.26
62.25
S65*08'55-'-E-
03`23 51
C48
400.00
19.47
19.47
S 13'55 DD
0"J
02°47 18
C49
75.00
8,3.38
79.13-r
S 58 °03 27
E I
6.3''41 38
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