HomeMy WebLinkAboutT-5251 - Map - 4/4/2006 FINAL MAP OF
RECORD TITLE INTEREST STATEMENT TRACT NOO 5251
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN IN THE CITY OF FRESNO, SURVEYOR'S STATEMENT
THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND
AND RECORQATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC USE COUNTY OF FRESNO, STATE OF CALIFORNIA COMPLETE AS SHOWN.
THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR
PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. SURVEYED AND PLATTED IN MAY 2005 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN
BY QUAD KNOPF INC. CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL. ORDINANCE AT
THE REQUEST OF ZANE HAMMOND ON MAY 8, 2005. 1 HEREBY STATE THAT ALL THE MONUMENTS
SUMMERTON HOMES LLC, A CALIFORNIA UMITED LIASIUTY COMPANY CONSISTING OF 2 SHEETS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THEY WILL BE SET IN THOSE
POSITIONS ON OR BEFORE ONE YEAR OF THE 124TE THIS MAP IS RECORDED, OR ANY TIME
SHEET 1 OF 2 EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO
BY ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO
TODD BENDER, CHEIF EXECUTIVE OFFICER LEGAL DESCRIPTION THE CONDITIONALLY APPROVED 7ENTA71VE MAP.
PARCEL B OF PROPERTY UNE ADJUSTMENT NO. 03-43, AS EVIDENCED BY A CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 17, 2004 AS
UPF, INCORPORATED, A WASHINGTON CORPORATION, AS TRUSTEE DOCUMENT NO. 2004-0258532 OF OFFICIAL RECORDS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ALL THAT PART OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 13 SOUTH, BY:
BY: RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE UNINCORPORATED AREA, COUNTY OF FRESNO, STATE OF CALIFORNIA ACCORDING ANNE M. MINNEY PLS 7985 EXP. 12-31-06 DATE
NAME TITLE TO THE UNITED STATES GOVERNMENT TOWNSHIP PLATS;
EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND:
FRESNO METROPOLITAN FLOOD CONTROL DISTRICT, AN EASEMENT HOLDER COMMENCING FOR REFERENCE, AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 27; CITY ENGINEER'S STATEMENT
THENCE; NORTH 00?36'03" EAST, ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF S410 SOUTHWEST QUARTER, A DISTANCE OF 800.36 1 HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS
BY: FEET TO THE TRUE POINT OF BEGINNING; SUBSTANTIALLY THE SAME AS R APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY
NAME TITLE THENCE, NORTH 89?33'03" WEST, A DISTANCE OF 111.13 FEET. APPROVED ALTERATIONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND
LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN
THENCE, NORTH 86?12'43" WEST, A DISTANCE OF 111.59 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTH HAVING A COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT.
RADIUS OF 300.00 FEET. A RADIAL UNE FROM LAST SAID POINT TO THE CENTER OF SAID 300.00 FOOT CURVE BEARS, NORTH 03'47'17'
NOTARY ACKNOWLEDGMENT Easy; MICHAEL T. KIRK, PLS 7609
THENCE, WESTERLY, ALONG SAID 300.00 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 6?39'39", AN ARC DISTANCE OF 34.88 FEET CITY ENGINEER
STALE OF CALIFORNIA TO A POINT OF REVERSE CURVATURE AND BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 350.00 FEET. A
RADIAL LINE FROM LAST SAID POINT TO THE CENTER OF SAID 350.00 FOOT CURVE BEARS, SOUTH 10'26'56" WEST; BY:
COUNTY OF
]HENCE, WESTERLY, ALONG SAID 350.00 FOOT RADIUS CURVE THROUGH A CENTRAL ANGLE OF 9?57'51", AN ARC DISTANCE OF 60.87 FEET, DEPUTY DATE
ON BEFORE ME, THENCE, NORTH 89?30'55" WEFT, A DISTANCE OF 48.67 FEET;
PERSONALLY APPEARED
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF THENCE, NORTH 00?30'05" EAST, A DISTANCE OF 100.00 FEET;
SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE PLANNING COMMISSION CERTIFICATE
SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THENCE; SOUTH 89?30'55" EAST, A DISTANCE OF 100.00 FEET;
THAT HE SHE/THEY 'XECUIED THE SAME IN HIS/HER/'THEIR AUTHORIZED I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS
CAPACITY�ES), AND 11�AT BY HIS/HER/rHEIR SIGNAIURE(S) ON THE INSTRUMENT THENCE, NORTH 00?30'05" EAST, A DISTANCE OF 255.77 FEET; TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED
THE PERSONS) , OR THE EN117Y UPON BEHALF OF WHICH THE PERSONS) AC1ED, BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE
EXECUTED THE INSTRUMENT. THENCE, SOUTH 89?29'55" EAST, A DISTANCE OF Z34 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH HAVING A FINAL MAP.RADIUS OF 150.00 FEET. A RADIAL LINE FROM LAST SAID POINT TO THE' C-FNTER OF SAID 1.9`00 FOOT CURVE BEARS, SOUTH 00030'05"
WITNESS MY HAND WEST;
SIGNATURE THENCE, EASTERLY, ALONG SAID 150.00 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 11?28'42", AN ARC DISTANCE OF 30.05 FEET BY
TO A POINT OF REVERSE CURVATURE AND BEGINNING OF A TANGENT CURVE CONCAVE TO THE; NORTH HAVING A RADIUS OF 150.00 FEET. A NICK P. YOVINO DATE
NAME RADIAL UNE FROM LAST SAID POINT TO THE CENTER OF SAID 150.00 FOOT CURVE BEARS NORTH, 11'5847' EAST; SECRETARY OF THE FRESNO CITY PLANNING COMMISSION
COUNTY OF THENCE, EASTERLY, ALONG SAID 150.00 FOOT RADIUS CURVE THROUGH A CENTRAL ANGLE OF 11?2842", AN ARC DISTANCE OF 30.05 FEET.-
MY
EET;MY COMMISSION EXPIRES THENCE, SOUTH 89?2955" EAST, A DISTANCE OF 199.99 FEET, TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SOUTHWEST
QUARTER;
COMMISSION NUMBER THENCE, SOUTH 00?36'03" WEST, ALONG THE EAST UNE OF THE SOUTHWEST QUARTER OF SAID SOUTHEAST QUARTER, A DISTANCE OF 365.37 CITY CLERK'S CERTIFICATE
FEET TO THE TRUE POINT OF BEGINNING I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO.
CONTAINS 17.50 ACRES, MORE OR LESS. , ADOPTED ON , APPROVED THE
WITHIN MAP AND ACCEPTED ON BEHALF OF 774E PUBLIC ALL PARCELS OF LAND AND
NOTARY ACKNOWLEDGMENT EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS
OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBUC
STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED
STATE OF CAUFORNIA BY THE FTUNG OF THE MAP.
COUNTY OF REBECCA E KLISCH, CMC
ON BEFORE ME, NOTARY ACKNOWLEDGMENT CITY CLERK
PERSONALLY APPEARED BY:
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF STATE OF CALIFORNIA THIS PROPERTY IS SUBJECT TO THE FOLLOWING: DEPUTY DATE
SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE COUNTY OF
SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME 1. RESOLU77ON RECORDED JULY 31 1995 AS DOCUMENT NO 95092128 ON 774E TERMS AND
]NAT HIE HE/rFIEY EXECUTED THE SAME IN H!S/HER/`MEIR AUINORIZED ON BEFORE ME, CONDITIONS CONTAINED THEREIN WHICH AMONG OTHER THINGS PROVIDES: THE POTENTIAL FOR RECORDERS CERTIFICATE
CAPT IIY/S( AND THAT BY HIS/HER/THEIR SIGNAIURE(S) ON INE INSTRUMENT THE REQUIREMENT OF CONSTRUCTION OF FACILITIES AND/OR PAYMENT OF DRAINAGE FEES
THE PERSONS) , OR THE ENTITY UPON BEFIALF OF WHICH THE PERSONS) ACTED, PERSONALLY APPEARED MANDATED AS A CONDITION OF DEVELOPMENT, RECONSTRUCTION, ADDITIONS OR ALTERATIONS
EXECUTED THE INSTRUMENT. PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF ASSOCIATED WITH SUCH PROPERTY. DOCUMENT NO. FEE $
WITNESS MY HAND SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE
SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME 2. RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF THE LAND LYING WITHIN NORTH POLK FILED THIS DAY OF 200_, AT .M. IN VOLUME
E�T HEI HE EXECUTED INE SAME IN HIS/HER/rHEiR AUTHORIZED AVENUE.
SIGNATURE CITY(IES), AND THAT BY HIS/HER/`MEIR SIGNAIURE(S) ON THE INSTRUMENT OF PLATS, AT PAGES AT THE REQUEST OF ANNE M. MINNEY.
PEI�SON(S) , OR INE ENTITY UPON BEFIALF OF WHICH INE PERSONS) ACTED, 3. A HAZARDOUS SUBSTANCE CERTIFICATE AND INDEMNITY AGREEMENT, EXECUTED BY
NAME EXECUTED THE INSTRUMENT. SUMMERTON HOMES, LLC, AND COUNTY DANK, RECORDED
` FRESNO COUNTY RECORDS. FRESNO COUNTY RECORDS.
DOCUMENT N0. ,
COUNTY OF WITNESS MY HAND ROBERT C. WERNER, COUNTY RECORDER
5. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID
MY COMMISSION EXPIRES SIGNATURE WASTE DISPOSAL SERVICES FOR CERTAIN LOTS WITHIN THE FINAL MAP OF TRACT NO. 5251, BY:
RECORDED DOCUMENT NO. FRESNO COUNTY DEPUTY
COMMISSION NUMBER NAME RECORDS.
COUNTY OF 6. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFFERING CERTAIN SEWER
CONNEC71ON CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND
MY COMMISSION EXPIRES DEVELOPMENT FEES TO THE 77ME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREA77ON 8405 NORTH FRESNO STREET
OF LIEN FOR THE FINAL MAP OF TRACT NO. 5251, RECORDED SUITE 300
COMMISSION NUMBER DOCUMENT NO. FRESNO COUNTY RECORDS. FRESNO,CA 93720
Z A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR LANDSCAPE MAINTENANCE TEL-(559)449-2400
FOR TRACT NO. 5251, RECORDED DOCUMENT NO. 1111-21
FRESNO COUNTY RECORDS Quad
Knopf
WEBSITE wwwrqusdknopfmrn
Li\Projects\2003\03408\ACAD\Final Map\03408FM,dwg 3/21/2006 4107153 PM PST
LEGEND LINE TABLE FINAL MAP OF
A MONUMENT FOUND AND ACCEPTED AS DESCRIBED F.T.C. FROM TRUE CORNER LINE BEARING LENGTH
O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY L1 N 44'42'06" W 20.70'
SET 3/4" IRON PIPE, 30" LONG, 4" UP IN P.C.C., 6" DIAMETER L2 N 45'30'05" E 17.46'
MONUMENT, AT 6" BELOW FINISH GRADE, TAGGED PLS 7985 C.R. CORNER RECORD ON FILE WITH FRESNO COUNTY
SURVEYOR'S OFFICE L3 N 44'29'55° W 17.46'
SET WITNESS CORNER 3/4" X 30" IRON PIPE, DOWN 6", TAGGED PLS F.C.R. FRESNO COUNTY RECORDS L4 N 45030'05" E 17.46'
7985 ON LOT LINE AS SHOWN AT 3.00' OFFSET FROM NEAREST LOT L5 N 44'29'55" W 17.46'
CORNER. (DISTANCES SHOWN ARE TO TRUE CORNER) BLUE BORDER INDICATES LIMITS OF SUBDIVISION L6 N 45'30'05" E 17.46'
PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR AAAAAAA RELINQUISHMENT OF DIRECT ACCESS RIGHTS L7 N 44'29'55" W 17.46' IN THE CITY OF FRESNO,
DEDICATION FOR PUBLIC USE COUNTY OF FRESNO STATE OF CALIFORNIA
PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR * INDICATES AREA NOW OFFERED FOR DEDICATION L8 N 45'30'21" E 17.46' ►
FOR PUBLIC STREET AND UTILITY PURPOSES L9 N 44'29'55" W 17.46' SURVEYED AND PLATTED IN MAY 2005 BY QUAD KNOPF INC.
DEDICATION FOR PUBLIC USE
LE LANDSCAPE EASEMENT NOW OFFERED FOR R1 RECORD DATA PER PARCEL MAP NO. 3582 FILED IN L10 N 45030'21" E 17.46' CONSISTING OF 2 SHEETS
DEDICATION FOR PUBLIC USE BOOK 23 OF PARCEL MAPS, AT PAGE 71, F.C.R. L 11 N 44'29'55" W 17.46' SHEET 2 OF 2
PE PEDESTRIAN EASEMENT NOW OFFERED FOR BOOK 24 OF PARCEL MAPS, AT PAGE 72,2L12 N 45030'05" E 17.46' BASIS OF BEARINGS NOTES:
DEDICATION FOR PUBLIC USE R2 RECORD DATA PER PARCEL MAP N0. 37 , FILED 1N F.C.R. OR L13 N 44'45'57' E 20.61' THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION SET 3/4" BY 30" IRON PIPE, 6" BELOW SURFACE,
27, TOWNSHIP 13 SOUTH, RANGE 19 EAST, TAKEN TO BEAR TAGGED PLS 7985, AT ALL LOT CORNERS, BEGINNING
(R) RADIAL DATA CALCULATED THEREFROM. SOUTH 00'36'03" WEST PER PARCEL MAP NO. 3582 FILED AND ENDING OF CURVES, AND ANGLE POINTS OF RIGHT
RADIAL TABLE RIGHT OF WAY EASEMENT RECORDED ____ _______, IN BOOK 23 OF PARCEL MAPS, AT PAGE 71, F.C.R. OF WAY
RADIAL BEARING • AS DOC. N0. 2006---------- O.R.F.C. •
_ _ _ _ _ _ _
N 89'28'56" W 2630.92' (S 89'29'00" E 2630.98' R1 & R2)
R20 S 00'30'05" W - 1315.46' (1315.49' R 1 & R2) - - - - - - - - - - - - - _
R21 N 11'58'47' E 1315.46' (1315.49' R1 & R2) -
R22 N 0745'13" E WEST CLINTON AVENUE \ I
R23 N 00'30'05" E z N 's- I
R24 N 00'30'05" E N WEST 1/4 COR. SEC. 27-13/19
� CTR. SEC. 27-13/19
� FD. 5/8" REBAR 10" DEEP FD. 1" IRON PIPE TAGGED LS 5510
R25 N 00'30'05", E TAGGED R.C.E 12769. 7 DEEP. VERIFIED TIES PER C.R. 2922.
� ^
R26 N 0707'15" E � � VERIFIED TIES PER C.R. 3015. N, �
R27 S 00'30'05" W I N - I M O
R28 S 00'30'05" W
R29 S 03.47'17' W I N cA FD. 3/4" IRON PIPE 20' EASEMENT FOR STORM DRAIN PURPOSES
R30 N 10026'56" E �' 6" DEEP, NO TAG, NO RECORD. N89'29'55"W 2630.20' (S89'30'01"E 2630.27' R1 & R2) DEDICATED TO THE FRESNO METROPOLITAN FLOOD I�
PLS 7985.
R31 S 00'01'56" W / .-- SET TAG 0, CONTROL DISTRICT RECORDED ___
..<': i 1 !,i
rr
2006- O
S 00001'56" W
AS DOCUMENT
4t
01 1
1315.10 1315.14 R 1 & R2) 104.94' 89.98 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 70.00 70.00 60.00' 60.00' 85.18'
R33 N 15'02'58" E 1 ( 13.00' 2
R34 N 13'18'41" E �' �' ( I
R35 N 00'30'05" E uj �`' �'' W W W 10.00' 10.00 o 0 20' LE &, PE--�I I 1'
rr cTcr, o0 00 ob o0 00 00 00 00 "� ' � ' � - � - � - 10 PUE
00 00 00 00 0o w I"- � - 0 w
R36 N 12042'28" E Q; 6'0 28 •o N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 �i 25' a
8. ►� 0 30 R 0 31 ,.� 0 32 ,.� 0 33 ►� 0 34 0 35 0 36 0 37 0 38 0 39 0 40 0 41 �, 42 I`� - 43 0 44 ;� 45 -
,1 ? ? o 0 0 0 0 00 '� $ � 0 0o bo 0o bo bo 0 00 0 � oo `t
R37 S 19'49'40" E DETAIL A' o > b b b b b b b o 0 0 ' 0 46 1N
R38 S 3728'04" W ,� D� Z 6.44 z Z z Z z Z z Z Z Z z z Ib Z b o 100 �d0
c1q20.42 z ^o �o► ,� 5.00 rn,
�--- 00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 70.00 1z 70.00' I �I4 z ( :>E
R39 N 85'14'11" W �� 2.07' '' /�� 60. 1 1 o o
R40 N 5742'37' W s, �1�� 60.00 70.64 �►�''� I I"'
• „ N 27 �s 886.86' {
R41 N 8929'55"55 W .� N °Q135.64' I I N
10 PPUE 2 PE 1 'n N N� -
N - - _ N 89029'55" W 920.95 - 2 PE - 10 PPUE N '_J C2,3� NI ^ `"
R42 N 00.30'05" E _
547.00' I C24 - `�' N 89'29'55" W
• " WEST COTTON AVENUE
R43 S 31.1713, E I 3 2 ��529 p4„ 1 N 472.31' 1 250.00 _ -� 123.95 N NI o 205.00' •-
R44 S 89 29 55 E �"i 96 60 38' W R�5 l i 175.31 cy � C3 C4 N N 1
�. l �� 87.65' 87.66' !� ►�ti 87.66'
R45 N 58042'47' E NO SCALE o 5 7.65- 60.00' �0. TO.00' �0, 60. �D.0�' .66' v
" j
R46 N 512145 W w w w w �, 7.34
�j cv 4 2 PE - - - w w 1 I 8 PPUE 1 I 8 PPUE 199.99 I
R47 N 11'39' to
47' E '�+ N Oo 26 1 co o o '-oo o o o o 0 25' 125' 75 0 76 25' 25' `° 84 0 I I N
R48 N 32'17'23" E "' w "? 1 w 54 0 53 0 52 ►� 0 51 0 50 0 49 ci 48 0 47 ( I N .I 1
1 „ " 1 0 0 0 • o o
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R49 N 00'30'05" E o _" 00 0 " o " o " o " o " o "' o " 00I I 1 11 N89 29 55 W I I
R50 N 7757'42" W 101.t:, 1 Z z z
N89 29 55 W N89 29 55 W 100.00' o
M - 10' PPUE-�� N 89'29'55' W 497.00' 100.00' 100.00' 10' PPUE
" I o o - a 10 FOOT RIGHT OF WAY EASEMENT FOR
R51 N 78 57 51 E ,,� b ^ 0 04 70.00 60.00 60.00 60.00 60.00 60.00 60.00 67.00 `I �--10 PPUE 10 PPUE-�-I b �y
R52 S 46'57'43" E o co 1 o o I' 83 0 - r: FUTURE PUBLIC ROAD RECORDED I I I o
", o I z -. co 25 I 100.00' 148.00' �� 149.00 100.00 0 0 0 • 4 � �--�
R53 S 4757 52 W c'i �' w I �- I I I I o ; ,� NOVEMBER 15, 2004 AS DOC. NO. 1 I N
?, o N89 29 55 W to o �\N00 30 05"E(R) 10 PPUE t
0 74 0 77 NO N89-29'55"W co 2004-02.55959 O.R.F.C.
F.C. I `.
R54 N 72'04'18" E o �, O 30.00 0 I I
. , 1, N 101.22 �1 0 0 0 0 0 i
,, I 55 0 62 C 3 3 � 63 0 001 1 1, 00 1 ,1 0o I 100.00 k N d;
R55 N 71 04 09 W a, - u, - u� 70 o I N89 29 55 W N89 29 55 W ( . Q,' ko 14 FOOT RIGHT OF WAY EASEMENT
�-�-
s E
R56 N 89'29'55" W N o t`' o o 2 PE I o 100.00' ,o� 100.00' �., g o ►►� RECORDED JANUARY 23, 2006, AS I 1 co
11 co �„ {,,:: 0 24 0 ' w �;^. N89 29 55 W N89 29 55 W �, N89'29'55"W N ' ' " - Ici 82 '
89 29 55 W - - - o `fi•b DOC. NO. 2006-0013689, O.R.F.C.
R57 S 00 29 05 W N L,, co �: co co � � RW ,..-
Lu - •- co co '�:o
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CURVE TABLE I N o r N89 29 55 W N r7 0 0 0 00 ►� o ►� 0 73 `� 0 78 0 ,,.
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CURVE DEL Lo b 6 56 cv o 61 5� i't's C26 � 0 69 I W I ►� In'
<:, _4< {y 4 I Icol.� co rr-i
C 1 6'39'39" 300.00' 34.88' ►-� I bo o � ,I; o0 00 O V I`O w co C31 ? 64 N co � bo N89'29'55"W b N89'29'55"W b V ?' r t.. ('` ` b
1 ,1
C2 9'57'51" 350.00' 60.87' o z N 23 o z I N89 29 55 W - N89'29'55"W �, N89'29'55"W �`' N89'29'55"W 100.00' 100.00' 0 v h ►^`. `'\ \��`'` �•''I° I I I;,o
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'42" 150.00' 30.05' z `v ;::l ►N ,.' 1, i 100.00 0 120.69' R5.- 00I �' SSS 121.69' 0 100.00' �' I r\ ''. "� I 1 N cn Z
C3 1128 �; N89 29 55 W o . C32 - °p W 1 l0 0 0 l 2' PE
C4 11'28'42" 150.00' 30.05' 0 Q R56 "
o - C25 ro . 2 PE, 0
�� ' . � o r7 o R56 0 0 1
101.39 0 o b o 60 1 I o o I I 100.00 r 30 FOOT WIDE cv
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C5 637'10" 150.00 17.33 r r - 2 PE-.- l0 57 0 o r, 65 0 o r\ r\ r\ ;. \
- co to � w r. o 0 68 0 � ;� ,-•,:• ���..,� ' PRESCRIPTIVE RIGHT OF I I
O o 1 11 z ,2 1, PE ca co ,1 2 PE 1 N89'30'55"W
C6 6'37'10" 150.00' 17.33' :: z I + WAY AS SHOWN ON R1. 4•
' .: 0 22 0l 125 25 N89 29 55 W N89 29 55 W I 0 N89 29 55 W N89 29 55 W 100.00 I I O
N N `� N89'29'S5"W N89'29'S5"W 100.00 100.00
C7 31 47 18 50.00 27.74 1 �� r �f�� � `�h, � o � � I �
1 1, co * * 100.00 123.00
C8 20'37'36" 50.00' 18.00' ' 1 2' PE o
I � � � N89 29 55 W rn o ..irn 124.00' 100.00' � �
" • F 10 PPUE o 10' PPUE 0 10' PPUE 25 25 �n l 25 25 o u, I
C9 63'01'32" 50.00' 55.00' :`l`? 101.48' - 1 I 0 I I , o �t I o �- o
R41 I Mi o d- ao 67 d- o0 80 1 0 ►� 1
8.12 � 1 Mj I AJC �C I
C10 69 55 28 50.00 61.02 1 8 PPUE ICO 59 �i / z I�`•+1 I 66 �i 8 PPUE 71 0 o
� �. `� -�. co � I 1 � r\8 PPUE
C11 31'47'18" 50.00' 27.74' o0 21 �'� ,�1 1 D
�0 87.65 -110.66- �. �s`--- -111.66'- 87.65 `� 87.65' ' `�'
00 R39 u� 198.31 199.31'
C12 314718 50.00 27.74 o - 87.66
C 13 2 731 34 50.00 24.02' I q A E - 1 N ' 1 in 175.31 C2 €, I, ,,11 0 0 c'
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C14 5717145" 50.00 50.00 I N gp.a21 c� NI 2' PE N - , - - 250.00 73.45 C22 N 86 12 43 W N 89 33 03 W ,�o
C 15 5717 44 50.00 50.00 ��bj �� WEST UNIVERSITY AVENUE 89 29 55 W 870.45 10 PPUE in C21 ac 111.59 111,13" 1
C16 11'27'33" 50.00' 10.00' I �\ 807.77' 1
C36�1 j� N 89'58'Q4" W 205.00 - o o
C 17 31'47'18" 50.00' 27.74' c 6r M. b�f.�' 6b' b`-d.�b' 1 1 1 8 C20 I 133.2T' N ( 1 I z v
C 18 12'12'23" 225.00' 4 7.93' 20 S _ 15.35b � •� b � r� b`Zf f;�d b60 b 1 0 I I ;,,. o o
C 19 2'20'30" 225.00' 9.20' o • .�• ,.4v C 16 �w `-�' _ �`' W I W !�, �u �, �, 12.42 "�� 6( 1 PUE o ct o o_
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C20 15'01'02" 225.00' 58.97' '� �6�h °�h o `N�•' o �' o N o N o °' o °^° o "^ o ;+- a "� o ►� o o w SEE '°' ��`'
�.� r0p •ha ►� o ;� ►� lrj 1� uj l(j M 0 0 0 0 " o " 0 0 DETAIL "A"2 a, �
C21 13'1645 250.00 57.94 � • 19 A,• 18 b T7 0 16 0 15 0 14 0 13 0 12 0 11 � 0 10 � g 9 � g 8 � g 7 � � 6 r7 � 5 �, � 4 � � 1 I I Wwr,
C22 12'48'36" 250.00' 55.89' z z z z z z z z z o z o z o o o b o o co o I 2* I �Y
� �h ►`O O o 00 �' O ^ O -• 0 r-. O ^ O � O ~ O O r" O ~ O A � 0 0 3 O O 2 b o r\ "�`i w
C23 715'08" 250.00' 31.64' I �� ► N89'30'25" z '"� o Z °' Z 20' LE
* �3q' ' ¢m
,- W 1259.92
60.001 0 & PE ( 1 I w w O
0 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 70.12 60.00 85.00 o z o0
SCALE. = 1 1 1 1 z 1 ,
C24 715 08 250.00 31.64 I 00' 60.00' 60.00' 60.00' 60.00 60.0
► ► 95.
80
3orn
0 80
C25 18'25'46' 45.00 14.47 1 •� 199.81 (200.00 01 & R2) 266.04 (265.93 R1) 164.84 (165.00 R 1) 654.23 654.0
C26 24062645.00; 18.93' --. N 89'30'25" W 1314.92' (S89'30'32"E 1314.94' R 1 ' 1 ( 3' R 1) o v N
C27 54'04'26' 50.00 47.19 FD. 3/4" IRON PIPE FLUSH FD. 3 4" IRON PIPE ) (S89'30 32 E 1314.96 R2) z"
C28 78'27;46° 50.00, 68.47, SW COR. SEC. 27-13/19 _ �9 TAGGED LS 2854 FD, 3/4" IRON PIPE TAGGED TAGGED LS 2854 FD. 3/4" IRON PIPE 30.0 0�m
C29 78'27 47 50.00 68.47 u� 1 LS 2854 PER R 1 & R2. o uj
FD. SCOTT MCKAY MONUMENT I o PER R1 & R2 , ;,� PIPE IS 0.26 N'LY OF LINE. PER R1 TAGGED LS 2854 vuj
"s FD. 3 4 IRON PIPE BENT FLUSH NO
C30 54'04 26 50.00 47.19I 7 DEEP. VERIFIED TIES PER -ty„ R _� _� ! , ,� PER R1 ° ' TAG, NO RECORD. STRAIGHTENED TO o� Z
C31 24'06'26' 45.00 18.93' C.R. 6118.
I i VERTICAL. PIPE IS 0.17 N LY F.T.C. co-
C32 18'25'47' 45.00' 14.47' -s•_ `� ,
9
.._. �.8a._: - P ��.. ,�...,. � .,, ,..r � {R �m 1
' 4'25" 50.00' 231.32'
C33 265 0 �.. g " w ,f r r . 3 1 427-13119
S / CDR. SEC.
C34 153'34'36" 50.00' 134.02' g:,'� `,. Vii., •. w T 1 r F„ co
TRACT NO 5251
PT. FALLS ON MANHOLE LID.
C35 153634'36" 50.00' 134.02' J 1314.75' (1314.78' R1) (1314.79' R2) / RE-ESTABLISHED USING 4 TIES
C36 14'32'53" 225.0057.13' -- - - - - - - - - _ - - _ _ - 1314.74' (1314.78' R1 & R2) _ - PER C.R. 6004.
C37 42'32'12' 45.00' 33.41' N 89'30'55" W 2629.49 (N 89'31'02" W 2629.56 R 1)(N 89-31-02" W 2629.57 R2) - - - -'
C38 42432'12" 45.00' 33.41'
Li\Projects\2003\03408\ACRD\Final Map\03408FM,dwg 3/21/2006 4107153 PM PST WEST MCh:INLEY AVENUE