HomeMy WebLinkAboutT-5413 - Map - 6/28/2006 FINAL MAP OF SURVEYOR"S STATEMENT
RECORD TITLE INTEREST STATEMENT TRACT
NO . 541 .3 THIS SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN SHOWN.
THIS SUBDIVISION, TION OF THIS MAP AND
OFFER FORDEDCATION FOR PUBLIC USE THE Y CONSENT TO THE PPARCELS�AND ON AEASEMENTS ND A SPECIFIED ON SAID MAP A PLANNED DEVELOPMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN
AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. IN TI3E CITY OF FRESNO CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE
p1. �►0 REQUEST OF D.R. HORTON, INC., ON DECEMBER, 2005. 1 HEREBY STATE THAT ALL THE MONUMENTS ARE
FRESNO COUNTY, CALIFORNIA C % OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE
POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP WAS RECORDED, OR ANY TIME EXTENSION
N APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE
D.R. HORTON, INC. - FRESNO, A DELAWARE CORPORATION SURVEYED AND PLATTED IN DECEMBER, 2005 No. 6619 SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY
BY INGELS - BRAUN & ASSOCIATES * gyp• 12-31-2007 APPROVED TENTATIVE MAP.
BY: ANTHONY J. WYMAN, VICE PRESIDENT qTF OF Cp``�o4�� DATE:
CONSISTING OF TWO SHEETS JEFFREY C. INGELS PLS 6619 EXP 12/31/2007
SHEET 1 OF 2 SHEETS
LEGAL DESCRIPTION
THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP CITY ENGINEER'S STATEMENT
14 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNTY OF FRESNO, STATE OF
CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, MORE PARTICULARLY DESCRIBED AS FOLLOWS: I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY
BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS
SAID SECTION 10; THENCE NORTH 89'49'18" EAST, A DISTANCE OF 1320.73 FEET; THENCE SOUTH THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE
AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM
0'07'39" EAST, ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 668.12 FEET; SATISFIED THAT THE MAP IS TECHNICALLY CORRECT.
THENCE SOUTH 89'48'57" WEST, A DISTANCE OF 1321.06 FEET TO THE INTERSECTION WITH THE WEST
LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 0'06'00" WEST, ALONG THE WEST UNE OF SAID CITY ENGINEER
SOUTHWEST QUARTER, A DISTANCE OF 668.26 FEET TO THE POINT OF BEGINNING. MICHAEL T. KIRN, PLS 7609
LICENSE EXPIRES
EXCEPTING THEREFROM THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SAID SECTION 10, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF BY: DATE:
�v SAID SECTION 10; THENCE NORTH 89'49'18" EAST, ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER DEPUTY
NOTARY ACKNOWLEDGMENTS: OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE OF 237.00 FEET; THENCE SOUTH
00'42" EAST, A
OF 62.00 FEET TO THE
OF A NON-
STANCE
NNING
ENT
RVE
NCAVE
STATE OF CALIFORNIA...
�O�THE SOUTHEAST,,I HAVING A RADIUS OF 50 FEET, A RIADIAL UNE FROM SA DGPOINTUB ARSOSOUTH CONSULTING LAND SURVEYOR'S STATEMENT
..SS 00'00'00" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
COUNTY OF ..... 108'46'18% AN ARC DISTANCE OF 94.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, AND THAT I AM SATISFIED THAT THE MAP IS
THE WEST AND HAVING A RADIUS OF 45 FEET; THENCE SOUTHERLY ALONG SAID REVERSE CURVE, TECHNICALLY CORRECT.
THROUGH A CENTRAL ANGLE OF 18'40'18", AN ARC DISTANCE OF 14.66 FEET; THENCE SOUTH 00'06'00"
ON BEFORE ME, EAST, PARALLEL WITH THE WEST LINE OF SAID SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE URS CORPORATION AMERICAS
PERSONALLY APPEARED, OF 16.88 FEET; THENCE SOUTH 89048'57" WEST, A DISTANCE OF 192.00 FEET TO THE WEST UNE OF 3440 VINCENT ROAD, SUITE C
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) SAID SOUTHEAST QUARTER OF SAID SECTION 10; THENCE NORTH 00'06"00" WEST, ALONG SAID WEST PLEASANT HILL, CA 94523
TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND LINE, A DISTANCE OF 159.26 FEET TO THE POINT TO BEGINNING.
ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED
CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S),
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND.
ROBERT W. ABBOTT, PLS 6071 DATE
ACTING FOR THE CITY OF FRESNO
NAME: SIGNATURE LIC. EX. 12-31-07
MY COMMISSION EXPIRES COUNTY OF
PLANNING COMMISSION CERTIFICATE
I HEREBY CERTIFY THAT i HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS
THIS PROPERTY IS SUBJECT TO THE FOLLOWING: T0, AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED
BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE
STATE OF CALIFORNIA... FINAL MAP.
..SS 1. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN DRAINAGE
COUNTY OF .••.• FEES AND/OR REQUIREMENTS TO CONSTRUCT PLANNED LOCAL DRAINAGE FACILITIES TO THE
TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN WITHIN THE
ON BEFORE ME, BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT, RECORDED JULY 31, DATE:
PERSONALLY APPEARED, 1995, AS INSTRUMENT NO. 95092128, OF OFFICIAL RECORDS. NICK P. YOVINO
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) 2. STATEMENT OF COVENANTS ENTITLED "EARLY CONSTRUCTION AGREEMENT FOR SEWER, SECRETARY OF THE FRESNO CITY PLANNING COMMISSION
TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE/SHE THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED WATER, AND STORM DRAIN IMPROVEMENTS FOR TRACT MAP NO. 5413", RECORDED APRIL
CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), 18, 2006, AS INSTRUMENT NO. 20060081778, OF OFFICIAL RECORDS.
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. CITY CLERK'S CERTIFICATE
WITNESS MY HAND.
I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO.
NAME: SIGNATURE ADOPTED ON APPROVED THE WITHIN MAP AND ACCEPTED
ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION
MY COMMISSION EXPIRES COUNTY OF RECORDER"S CERTIFICATE RTIFICATE FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED
THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE
DOCUMENT N0. EE
MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP.
$
REBECCA E. KUSCH, CMC
FILED THIS DAY OF 200 AT M. IN VOLUME CITY CLERK
OF PLATS, AT PAGES AT THE REQUEST OF INGELS - BRAUN & ASSOCIATES.
BY: DATE:
DEPUTY
FRESNO COUNTY RECORDS.
ROBERT C. WERNER, COUNTY RECORDER RECEIVED
BY: DEPUTY J U N ? 8 2006 PREPARED BY
EVISIONS
CITY OF 9FIESNC ®®® INGE ~ ic;;p R3/23/06*TM
BUILDING & SAFETY SLEHVICES Emim ('="- AssocuaLTEs
CIVIL ENGINEERING AND LAND SURVEYING
875 WEST ASHLAN AVENUE, SUITE 102
CLOVIS, CALIFORNIA 93612 5Y:MCBRIEN -12/06/05
(559) 291 - 0427 15A CA=7F I LE: 04066FM
C:\My Documents\04066FM.dwg 6/19/2006 11:13:58 AM PST
FINAL MAP OF
M®N-oi Eq S T BUTLE/P A VENUE
N 89'50'01" E 2640.18' (N 89.50'01" E 2640.23')
. �� T
- � � • � • � � � � � CANNED DEVELOPMENT
' r ' IN THE CITY OF FRESNO
. ON-02 -
FRESNO COUNTY, CALIFORNIA
SURVEYED AND PLATTED IN DECEMBER, 2005
�. BY INGELS - BRAUN & ASSOCIATES
M
`D M CONSISTING OF TWO SHEETS
�' SHEET 2 OF 2
�� FOUND MONUMENTS= MON-o1
67 0
�� M I 1. CENTER QUARTER CORNER OF SECTION 10, T. 14 S., R. 21 E., M.D.B. & M., POSITION
I ESTABLISHED BY TIES PER FRESNO COUNTY C.R. 4708
.� #
2. EAST QUARTER CORNER OF SECTION 10, T. 14 S., R. 21 E., M.D.B. & M., POSITION
ESTABLISHED BY TIES PER FRESNO COUNTY C.R. #6939
76 73
c, _ f r /, 7 J Lu 3. SOUTHEAST CORNER OF SECTION 10, T. 14 Sp R. 21 E., M.D.B. & M., FOUND AND
_ 3 72 7 72 ��i�� eta)/ � ACCEPTED BRASS CAP IN CONCRETE, DOWN 23% C.R. #6157
T. 14 S. R. 21 E. M.D.B. & M. FOUND
3 c���, ,c c�cJ� _L 69 \1 0 �� �� 69 � 4. SOUTH QUARTER CORNER OF SECTION 10, ,
't, 4 (� I AND ACCEPTED 1 1/4- IRON PIPE, DOWN 3 , TAGGED RCE 12769, C.R. #2521
c� W
I / c C
N E S T l� A MIL TON A V L- NUL S 89049'18" W 2641.46' (N 89'49'24" E 2641.49') �BASIS OF BEARINGS
1, �. .� ,,.sw_.. ..^.... ,,....__.1083 73...--.. _:.__:. .,�a. ,. _ :�T-, .. :. �.�_ � .-. THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10, T. 14 S., R21 E.,
Q S89 4918 W 237.00 -,....., r,.:., w._.M m:.._, .�, .:v..� M- K.
3 . N- o ❑ 12' 140.00' $ 1320.73' o M.D.B. & M. WAS TAKEN TO BE N 00.06'00" W, PER TRACT NO. 4598, RECORDED IN
N d o p - - - _ • - 969.81' '�, " N \ VOLUME 70 OF PLATS AT PAGES 61&62, FRESNO COUNTY RECORDS.
� p o S89 4918 W
I S89 4918 W N
P � `�' L14 !s I G
CD ( ___ ---- --- ----- -- - - -_
N ___ --- ------ --- ------ --
o ai I ----- -;---- ------------------- --------------- ------ ------------------- - 1 93.32-` LEGEND
z � 20' 1 �C'� 156.52 748.48
o o 115' LE --- 0' PUE - ---- �, 35' �- 5' LE10' Pu RADIAL TABLE3.. 1 5OOUTLOT A 2 1 3- 11� 32 RADIAL BEARING _ EXISTING MONUMENT FOUND AND ACCEPTED AW INDICATES RELINQUISHMENT OF DIRECT ACCESS
55' o O NOT A PART �t---10' PPUE S89'48 57"W 760.11 'c""!in i o " o o AS NOTED. RIGHTS.
I S89 52 21 W » •-
DOCU�A 8 8 L23 ► 1 107.07 55.00' 50,00' 50,00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50 w 50.00' 55.11' � �� , R1 S67 03,36„E I Q � G �1" O.D. IRON PIPE, 30' LONG, UP 4", INDICATES PORTIONS NOW OFFERED FOR DEDICATION
2005-0280386 R4 / Sg9'48 57 W W- w I I o 105.00 $ R2 S20'53 28 E o " 0
O S C12 `c " o `,� W ►� •-rn O I i " o U IN 6 DIA. x 30 CONCRETE MONUMENT FOR PUBLIC STREET AND UTILITY PURPOSES.
Z I S89 48 57'W- 49 W W W M W W W W =�'O W W W W Opp M z I I o 31 R3 N57'00 58 W Z DOWN 6' AND TAGGED LS 6619, EXCEPT
_ L15 IM ' r p - M- M p ih O M O M p M M O O O M M M p M p r�j �O '�`�, I I , " �� d-
TRACT NO 5 3
Nr 1 PE ,r '� $ o$ o 0 0$ r $ p o 0 0 0 $ o o ,r; o$ o$ o p o 0 0 co c S89@52 21 W R4 S83'01 29 E o AS NOTED. 0 PORTIONS PREVIOUSLY DEEDED TO THE COUNTY OF
Kb 136.82 O T r r r f r r r r r N p
47 -,46r cR45r ui4440 �43r 742'7 41 r X40; 390 r38�T37r 36;- 35r 34 330 0 R5 N00'00'00"E M I FRESNO FOR RIGHT OF WAY FOR PUBLIC ROAD
N I� 1 PE $I i N 3 Vry S89 48 57 W N o r r o .- o r- O r o �- o r o 0 o r p o o r r z W I I; 105.00 c Q PURPOSES PER DEED RECORDED JANUARY 30 1920
Ir 1 1 ( //� O S cn
$ O o O f� O O O O O . " r , ,
�n r o `� 8 PPU o ' = I IN o R6 N89 28'04„W ... ( ... ) RECORD DATA PER TRACT NO. 4598
53' 0 1 v 51 "'I I o o Iv ,ri N c 0 PPU N N N cn 1 PE (n ( N 8 PPUE ,�, , , 3O r�i IN VOLUME 596 PAGE 400 O.R.F.C.
d- IN I I Lo ''� 48 � 0 ""►. I I R7 586'35 43 E M RECORDED IN VOLUME 70 OF PLATS AT
W M I S89'4$'57"W- I I cii to l ' 55.00 _ 50.00_ 50.00 50.00 _ 50_00_ 50.00 50.00 _ 50_00_ 50.00_ 50.00 _ 50_00_ 50.00 50.00 _ 50_00_ 42_66 I u,.a. 889'52 21 W C' W PAGES 61 AND 62 F.C.R. D PORTIONS PREVIOUSLY DEEDED TO THE CITY OF
Q L----139.49--- - - J- "
N i I o �__q
5, 37.00 _ S -------------- ----- ----- ---- ---- ----- ---- ---- ----- ---- ---- - --- ---- ---- ---- 110.00' R8 N86'2245 W ^ FRESNO FOR RIGHT OF WAY FOR PUBIC ROAD
od -- I I W 887.15 �n •-I I;d. o nSn o �: I S� Z _ N _ _ 0 _S89'48'57"W _ _ _ 963.85' _ _ _ _ _ _ N _ z M 29 M Rg N87'03 59 W I co [ ] RECORD DATA PER TRACT N0. 1784 PURPOSES PER DEED RECORDED MAY 11, 2004,
.n o RECORDED IN VOLUME 20 OF PLATS AT INSTRUMENT N0. 2004-0103970, O.R.F.C.
"v I i o S89548 57"W �'; ' W .r N EAST CETTI 88917 AVENUE N $ ' I S89652'21"W PAGE 38, F.C.R.
137.00' a I > ��`� -_-- _ -_- -_-_ -_-- __-_-_- --- -_ -_- _ -_- -_-_ _-_ __ -- --- --- -_ -- -__ - -- -_ -- __-- !� $ 115.00' F.C.R. FRESNO COUNTY RECORDS
S 10' PPU I Q 43.41 50.00' 50. Lu
00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00 50.00 50.00 50.00 50.00 50.00 50.00 45.76'1 W N i io 28 S 3 € ,,,
RECORD DATA PER PARCEL MAP N0.
(D c^ 20 D l0 53 , L10 1' PE 8' PPUE'''] I� I I,M " o r �� I o�0 91-41, RECORDm IN BOOK 53 OF PARCEL O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY
Q Z M o " . i 25 25 I 10 PPU
I I�S89 48 57 W R7. i ao i '0110 0 o c o 0 0 o b 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 o I Z S89 52 21 W '� MAPS AT PAGES 5 AND 6 F.C.R.
$ - $ $ S "� r� p C.R. CORNER RECORD ON FILE WITH FRESNO COUNTY
�, I^U , o0 0 0 00 0RIO
0 00 0 0 00 0 o Oo 00 o O p Op o o co W I h_-�0 PPUE 115.00 N r
Q N , I , ,1 712 �, , , 92 910 X900 X890�88a 0870 X860 X850 X840 X830 X820� 810080 790 X78 770 �760 X75
10 U V M M M r t7 M M•- 17 r7 17 M-- M r ,,, r7 o > ► 1$ o LE LANDSCAPE EASEMENT NOW OFFERED FOR SURVEYOR.
r I N ' N N'- N`- N^ N T N'- N N'- N'- N r r N '- r N N 1 1 O
7 "' >>�' DEDICATION FOR PUBLIC USE.
m 1 I i 54' " 'nl ► m rl �'03,i i i�" 889'52'21"W n o r ,y� Z BLUE BORDER INDICATES THE LIMITS OF THIS
3 1 9 S89 48 57 W 1 1 ► M o I PUE PUBLIC UTILITY EASEMENT NOW OFFERED
o = I co 1°' 62.26' 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 58.00 �.�^N 11- 115.00' "' 3 ��� SUBDIVISION.
O g i 1 ,c 133.95 ! , c v I� S89'48'57"W 920.26' i �g I o b�' FOR DEDICATION FOR PUBLIC USE. (R) DENOTES RADIAL BEARING
(n ' O M i6 55 L I W ;•, W W W I alz 1 1, 26 , PPUE PLANTING AND PUBLIC UTILITY EASEMENT
S I M 1 S89'48'S7"W JI pp ;' 3 ■ 3 :' Mo _``' w O S = _ _ - I I 1 S89'52'21 W i• NOW OFFERED FOR DEDICATION FOR
■ ■ Ih` M- M - M , O
Q o O O c p ori o 0 o PUBLIC USE.
m Z 1 I;n 134.51' �1 lal - I 7 = $ o oc o $ oS oS ao 00 0 00 $ oo r S S c� ml Q �1' PE 115.00 0
1 o I r Ol 1 5/ LL•)58�-U59-,Q- 0 61 ui 62 063^,ri64�-X65 0X66- ,ri 67- X68 T ui69'r �0$ ^ 71 ; gyri 72 r ,ri 73 ,ri 74N1 25' `�' O PE PEDESTRIAN EASEMENT NOW OFFERED
z a; I co I r t- ,- r r r,r r r�- N ,� r �-r r r r o i $ 25 FOR DEDICATION FOR PUBLIC USE. CURVE TABLE
l0 56 �1 ICD3 1 r r p0 r O r C r $r S r 00 r O r O r Q r , Vl Q Q o ^� = 25' 2 Z
G, v o �+ v � O
1 I S89'48'S7"W �� g c I `" Z �' Z "' 0' PPU �' 1 PE �' "' I �I 0 I l o S89'52'21"W o
O I ' o �'• 5QZ4' Q,QQ' _ ,QD' �Q.O�' QL4Q _ 9� �Q00' SU,QQ' X0.49' -SD.OQ- - 4� �QQ9' .OQ -5�R0' �QQ9' �Q.4Q -`L5.54J 1 11� 115.00' u'i CURVE RADIUS LENGTH CHORD DELTA
�!'9 112.34 of !,� ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- �� O I M LINE TABLE 1 . ,
LS8 8 PUE o - 89 . ;r, (n / r C 50.00 18.07 17.97 20'42 25• , " "' - - S89'48'5YW 970.99' `� - / 24 0 LINE BEARING LENGTH C2 50.00 40.29 39.21 46,10�08�"9 48 57 W"' 210.00_ _`� _
M ;r, S89'48'57"W 1180.99' �fi �,ALY AVENUE Q N ���� 0 3 L1 " C3 50.00 20.13 19.99 23 04 03
N N 1097.37 , NS, .r' N44'S1 28 E 16.53 "
_ _ --------- ____ '� � /I oo L2 S89'48'57"W 22.22' C4 475.00 25.15 25.15 3'02 01
75.15' 50.00' 50.00' 50.00' 50.00' S0.00r 50.00' 50.00' SO.00' 50.00 50.00' S0.00� 50.00' 50.00' 50.00' 50.00' 50.00' 5O- 50.00' 50.00' �S� Ssr+ r_
L3 N00'07'39"W 20.16' C5 475.00' 31.09' 31.08' 3'44'59"
G_ c C6 525.00' 62.16' 62.12' 6'47'00"
C +x-15' LE W W W W W W W W W W406'6`46i�
U W W W W 1' pE W W W W W W /1/1 8�' ry SCALE ® 1= -100 '
p • _ _ _ _ _ _ _ _ _ _ _ _ _ ■ ■ • e a a LJ n r
3 I ,� .. K, - ,� M - K, - N, - - L4 N44'5050E 16.53
1'7 - M - M ` M M - M " M -
I- O O O g O $ O S O g O Q O S O Fj O S O S M O O O S p C p 0 S P S p 0 O O O CT
Z I L5 N45'09'1 0"W 16.53' C7 45.00' 25.98' 25.62' 33'05'02"
N I - p2 •- 3r 4 � 5 � 6 � 7 ^ 8r 9 -- 10�- it 12 � 13� 14� 15� 16 ^ 17 ^ 18� 19 � • C7^ 21 -- 22, N
CD I M ,ri �j tlj tri iri ,[i r 'n r t[7 r '� r 'n �- u7 r 'n r 'n r r ui r '� N
11 M r T r = ^ T r r , T 7- r t r T �- T r �- r �- r �- r r r �- •- r r
L6 S44'50'39"W 17.46' C 45.00' 19.76' 19.60' 25'09'33"
= L7 S45'09'27"E 17.46' C9 50.00' 44.65' 43.18' 51'10'04"
QQ QQ QO QV O r O �-- O r r r O r O r QV r O r O r
•p 47' 2O' 27' I IO (n r (n ^ (O (n r ^ CD V7 r ^ r VO'1 ^ g r � �!1 CD c V7 N N A f!� N N r'
$ II 10' PUE ,n , '�' f n C10 50.00' 84.63' 74.88' 96'58'31"
47' 1 87,00' 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00- 50.00' 50.00' 50.00' 50.00 72.00 11506 L8 S44'50 32 W 17.47
-1 274.06_..__ � _.__._.
L9 N45'08'36"W 17.45' C11 50.00' 94.92' 81.30' 108'46'18"
1 n C12 45.00' 14.66' 14.60' 18'40'18"
1 S 89 48 57" W 1321.06 r � L11Ll 0 N44 50'0501"E 7 47' C13 475.00' 29.06' 29.05' 3'30'17"
�f L12 N45'08'32"W 17.45' C14 475.00' 27.18' 27.18' 3'16'43"
�, \�0 L13 N00'06'00"W 18.10' C15 525.00' 28.06' 28.06' 3'03'44"
r o �� L14 N00'10'42"W 20.00' C16 525.00' 34.10' 34.09' 3'43'16"
`O C��f �, �b�� ON-03 L15 N00'06'00"W 16.88'
C17 2939.00' 32.43' 32.43' 0'37'56"
L16 N00'06'00"W 25.96' C18 500.00' 59.20' 59.16' 6'47'00"
\`
ON-0 / L17 N00'06'00"W 15.93' C19 500.00' 59.20' 59.16' 6'47'00"
1321.38' �' L18 S44'51 28 W 17.46 "
1321.37 n C20 525.00 62.16 62.12 6'47 00
L19 N43'56'57"W 16.52' C21 475.00' 56.24' 56.20' 6'47'00"
.` N 89'48'36" E 2642.75' (N 89'48'46= E 2642.76') � L20 N01'48'33"E 30.26' C22 50.00' 224.20' 78.31' 256'54'53"
L21 N00'06'00"W 24.76' C23 45.00' 45.74' 43.80' 58'14'35"
NOTE L22 N00'06'00"W 22.58' C24 50.00' 78.49' 70.68' 89'56'36"
5A S T C A Z- � �' O /2 N � A A V E N U E (AL.IGNMENT) 1' O.D. x 30" LONG IRON PIPE TO BE SET 6" DOWN AND TAGGED L23 S89'54'00"W 20.00' C25 475.00' 56.24' 56.20' 6'47'00"
LS-6619, AT ALL LOT CORNERS, ANGLE POINTS, BEGINNING OF L24 N00'06'00'W 47.00'
CURVES AND END OF CURVES, OR AS NOTED WITHIN THE TIME
SPECIFIED IN THE SUBDIVISION AGREEMENT FOR THIS TRACT.
OUTLOT A - FOR OPEN SPACE PURPOSES
SY:MCBRIEN -12/06/05
15A CA17F I LE: 04066FM