HomeMy WebLinkAboutT-5770 - Map - 11/19/2013 FINAL MAP OF
RECORD 7Tn E INTEREST STMMENT: TI?ACTNO ® 5770 SURVEYOM STATE' eff
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND PHASE It OF VESTING TENTATIVE MAP N05300 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE.
.
WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS AND COMPLETE AS SHOWN.
MAP AND OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED BEING A SUBDIVISION OF A PORTION OF THE
ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN.
1 4 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A
SOUTHWEST / OF THE NORTHEAST 1/4 OF SECTION 27, FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP
ON
LENNAR FRESNO, INC., A CALIFORNIA CORPORATION TOWNSHIP 13 SOUTH,,U TH RANGE 19 EAST MOUNT DIABLO BASE & MERIDIAN 15,T201I3D. CAL I OHEREBYRDINANCE STATE THAT ALL THAT THEQEU EST MONUOMENTS ARE LENNARFOF THOE INC CHARACTER RANDY
,
IN THE CITY OF FRESNO FRESNO COUNTY, CALIFORNIA ONCUPY OR BEFORE THEOONEOYEAR NS DOF THDE, OR THAT THEY DATE THIS MAP SILRECO DED,BE SETINORHANY OSE POSITIONS
BY: SURVEYED AND PLATTED IN FEBRUARY 2013, BY YAMABE �c HORN ENGINEERING, INC. �P� LANp S EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE,
MIKE MILLER, VICE PRESIDENT ��O pAV/o Ci,QG SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP
CONSISTING OF 3 SHEETS �c �-1 v �� SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.
SHEET 1 OF 3 _ � ,
.�C Exp. 12/31/13
sj No. 7923 ��Q HARRY D I /,JAYNE, LS 7923 ATE
ATF OF CA0F0�
NOTARY
REAL PROPERTY IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: CITY EIIKNNEER"S STAMOff
STATE OF CALIFORNIA a.
COUNTY OF FRESNO
THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, 1 HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS
ON 2013 BEFORE ME NOTARY PUBLIC, TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF FRESNO, SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, ANIS.
PERSONALLY APPEARED MIKE MILLER, WHO PROVED TO ME ON THE BASIS OF SATISFACTORY COUNTY OF FRESNO, STATE OF CALIFORNIA, LYING NORTH AND EAST OF TRACT NO. 5300, RECORDED ANY APPROVED ALTERATIONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION
EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCIBED TO THE WITHIN INSTRUMENT AND IN VOLUME 76, PAGES 84 AND 85 OF PLATS, FRESNO COUNTY RECORDS. MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE
ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY AND THAT TENTATIVE MAP HAVE BEEN COMPLIED WITH.
BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH EXCEPTING THEREFROM THE SOUTH 186.00 FEET OF THE EAST 234.19 FEET THEREOF.
THE PERSON ACTED, EXECUTED THE INSTRUMENT.
ALSO EXCEPTING THEREFROM THE NORTH 234.19 FEET OF THE WEST 186.00 FEET.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT
THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
SCOTT
WITNESS MY HAND. S
THIS PROPERTY IS RAI;l TO THE FOLLOWING} L CENSE EXPIRIER, 1PE 3114 210CITY ENGINEER DATE
73
1. SAID LAND LIES WITHIN THE BOUNDARIES OF THE COMMUNITY FACILITIES DISTRICT NO. 2 ANNEX (CITY OF FRESNO)
AND IS SUBJECT TO ASSESSMENT LIENS, IF APPLICABLE.
PRINT NAME SIGNATURE
2. SAID LAND LIES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICTS MAP IDENTIFYING
MY COMMISSION EXPIRES: COUNTY OF: "AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT PLANNED LOCAL
MOVING LAND SURVEYORS STATEN
DRAINAGE FACILITIES" RECORDED JULY 31, 1995 AS DOCUMENT NO. 95092128, OFFICIAL RECORDS FRESNO COUNTY.
COMMISSION NUMBER:
3. RIGHT OF WAY FOR DITCHES AND CANALS RESERVED BY THE UNITED STATES OF AMERICA IN THE PATENT RECORDED I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATIFIED THAT
FEBRUARY 23, 1870 IN BOOK "B" OF PATENTS AT PAGE 10. (NOT PLOTTABLE). THE MAP IS TECHNICALLY CORRECT.
4. EASEMENT FOR CANAL, WATER DITCH, FLUMES, BRANCHES OR RESERVOIRS RECORDED APRIL 19, 1879 IN ACTING FOR THE CITY OF FRESNO
BOOK "Q" OF DEEDS AT PAGE 511, FRESNO COUNTY RECORDS. (NOT PLOTTABLE). BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS
451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612
5. A SUBDIVISION AGREEMENT FOR THE FINAL MAP OF TRACT NO. 5770, PHASE 2 OF VESTING TENTATIVE MAP NO. 5300,
RECORDED 2013 AS DOCUMENT NO. 2013- OFFICIAL RECORDS FRESNO COUNTY.
6. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN IMPROVEMENTS FOR BY:
THE FINAL MAP OF TRACT NO. 5770, PHASE 2 OF VESTING TENTATIVE MAP NO. 5300, RECORDED , 2013 RANDELL SCOTT WEST, LS 8663 DATE
AS DOCUMENT NO. 2013- , OFFICIAL RECORDS FRESNO COUNTY. LICENSE EXPIRES 12-31-2013
7. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR DEFERRING CERTAIN SEWER CONNECTION CHARGES,
WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES, CITY-WIDE FEES AND DEVELOPMENT FEES TO THE
TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL MAP OF TRACT NO. 5770, PLMNINO COMMISSION 0011 KATE
PHASE 2 OF VESTING TENTATIVE MAP NO. 5300, RECORDED , 2013
AS DOCUMENT NO. 2013- OFFICIAL RECORDS FRESNO COUNTY.
8. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE RESTRICTION OF SINGLE STORY HOMES FOR I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN
CERTAIN LOTS WITHIN THE FINAL MAP OF TRACT NO. 5770, PHASE 2 OF VESTING TENTATIVE MAP NO. 5300, CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE
RECORDED 2013 AS DOCUMENT NO. 2013- OFFICIAL RECORDS FRESNO COUNTY. REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION
TO THE ACCEPTANCE OF THE FINAL MAP.
9. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING RIGHT TO FARM LAW FOR THE
FINAL MAP OF TRACT NO. 5770, PHASE 2 OF VESTING TENTATIVE MAP NO. 5300, RECORDED 2013
AS DOCUMENT NO. 2013- OFFICIAL RECORDS FRESNO COUNTY.
KEITH BERGTHOLD DATE
SECRETARY OF THE FRESNO CITY PLANNING COMMISSION
Gf TY CLEI ICES CER7IFIGATE
VICINITY MAP: I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY
RESOLUTION NO. ADOPTED ON
APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS
OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY
WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT
DOCUMENT NO. FEE $ 11.00 WEST SHIELDS AVENUE OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP
AND NOTED AS ABANDONED BY THE FILING OF THE MAP.
FILED THIS DAY OF 2013, AT _M.
w w YVONNE SPENCE, CMC
IN VOLUME OF PLATS, AT PAGES AT THE REQUEST OF > > CITY CLERK
Q z
NORTH AMERICAN TITLE COMPANY o Q
FRESNO COUNTY RECORDS
w B Y:
o DEPUTY DATE
PAUL DICTOS, C.P.A., RECORDER z
BY: fflE HARVARD
N Ts YAMABE & HORN
DEPUTY LOCATION
ENGINEERING, INC.
WEST CLINTON AVENEUE
2985 N. BURL AVE.
SUITE 101 TEL (559) 244-3123
FRESNO, CA 93727 FAX (559) 244-3120
F:\2013\13-134\dwg\Maps\Final Map\13-134_01—FM.dwg
NORTH )/4 CORNER NORTHWEST CORNER
M.D.B.&M. SECTION 26, T.13S., R.19E., M.D.B.&M. FINAL MAP OF
SECTION 27, T.13S., R.19E, WEST SHIELDS AVENUE REESTABLISHED POSITION
314" IRON PIPE DOWN 7" ON MANHOLE WITHMM
.,--PER CR 2924 N89'5224"E 2634.56' R1(N89'52'24"E 2634.56') _TIES PER CR 6269
1317.28' R1(1317.28') - - - - - - - - -
1317.28'
NORTHWEST CORNER OF THE
SOUTHWEST 1 OF THE PHASE II OF VESTING TENTATIVE MAP N0. 5300
/4
20� NORTHEAST Y4 OF cEl. o X32' 0 320-7 BEING A SUBDIVISION OF A PORTION OF THE
SECTION 27, T.13S., R.19E., M.D.B.&M. EPINow NO• TRP ERN ESTATE h
., Ro 3c COUNTY OF FRESNO I sT SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 27,
1 IRON PIPE P P R � R4� � I
13 SOUTH RANGE 19 EAST,
!?A N 5 7 0
DOWN 6" TAGGED N89'52'34"E 1316.88' R1(S89'52'34"W 1316.88'CFR) _ �o TOWNSHIP ,
RCE 15660 1296.88' MOUNT DIABLO BASE & MERIDIAN
1- 0' - 1130.88'
186.0
IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA
CITY OF FRESNO SURVEYED AND PLATTED IN FEBRUARY 2013,
4p6� :" NORTHEAST CORNER
9,002 '
Zpo �,; of THE sourHwEsr %4 BY YAMABE & HORN ENGINEERING, INC.
pOC NO 0.6(j M OF THE NORTHEAST )/4 OF CONSISTING OF 3 SHEETS
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3 to MEASURED RECORDED M.D�B.&M. SHEET 2 OF 3
�t MEASURED RECORDED 1/2 IRON PIPE DOWN 6"
54p6 I
N LINE DIRECTION DISTANCE BEARING DISTANCE TAGGED RCE 30501 PER RI( T NO'
LINE DIRECTION DISTANCE BEARING DISTANCE SET 6" DIAMETER X 12" P HARDBOUNDARY ANALYSIS
o ' R1 N00'03'14"W R1 1321.92' L12 SO'02'17"E 283.50' R2(N00'04'40"W) R2(283.50') CONCRETE COLLAR 4" DOWN '�� R�� N
z. N L1 NO 03 14 W 1321.92 ( ) ( )
ON EXISTING MONUMENT
L2 N89•56 46 E 55.00 R2(N89'54 23 E) R2(55.00) L13 SO'02 17 E 97.50 R2(N00 04 40 W) LEGEND
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' L3 S45'03'14"E 21.21' R2(N45'05'37"W) R2(21.21') L14 N89'51'01"E 52.00' R2(N89'48'38"E) R2(52.00') �° o •
�::• , N89 52 34 E 186.00 � - FOUND & ACCEPTED 3/4" IRON PIPE DOWN 6" TAGGED RCE 26996
0 00 L4 N89'56'46"E 97.50' R2(N89'54'23"E) R2(97.50') L15 N89'51'01"E 34.00' R2(N89'48'38"E) R2(34.00') I oo UNLESS OTHERWISE NOTED
I� 1 1 186.00' • ' " 17,68' R2 N44'S4'23"E R2 17.68') L16 NO'03'14"W 49.00' R2(N00'05'37"W) R2(49.00') I o SET 3/4" X 30" LONG IRON PIPE DOWN 6" IN 12" DIAMETER CONCRETE COLLAR
w `= R6(186.00') L5 N44 56 46 E ( ) ( O TAGGED LS 7923
" , '�
p 0° = L6 N89'56 46 E 50.00 R2(N89'54 23 E) R2(50.00) L17 NO'03 14 W 46.50 R2(N00-05'37"W) R2(46.50) _ °p
z Iu- o
w O In L7 SO'03'14"E 38.61' R2(N00'05'37"W) R2(38.61') L18 N89'56'46"E 25.00' R2(N89'S4'23"E) R2(25.00'CFR) R1 O RECORD DATA PER FINAL MAP OF TRACT N0. 5406 "HARVEST" RECORDED IN
� W �� I N VOLUME 76 OF PLATS AT PAGES 11 THROUGH 15, F.C.R.
� ¢ 25.00' R2(N89'54'23"E) R2(25.00'CFR)
^ SET 6" DIAMETER X 12" L8 S89'51'01"W 43.76' R2(N89'48'38"E) R2(43.76') L19 N89'56'46"E
�'-
o Im � CONCRETE COLLAR RECORD DATA PER FINAL MAP OF TRACT N0. 5300 RECORDED IN VOLUME 76 OF
o L9 SO'08'S9"E 50.00' R2 N00'11'22"W) R2(50.00') L20 N89'56'46"E 205.00' R2(N89'54'23"E) R2(205.00') I o R2 O PLATS AT PAGES 84 AND 85, F.C.R.
�- ^ 'r d 4 DOWN ON (
I- `V N )--
z OD F- EXISTING MONUMENT L10 S89'51'01"W 5.55' R2(N89'48'38"E) R2(5.55') L21 SO'02'12"E 25.00' R1(S00'02'12"E) R1(25.00'CFR) '�� - o RECORD DATA PER PARCEL MAP NO. 1327 RECORDED IN BOOK 6 OF PARCEL MAPS
17 Y. U
o �r o R3
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L11 S44 54 22 W 17.69 R2 N44'51 59 E R2(17.69) L22 SO'02 12 E 25.00 R1(S00 02 12 E) R1(25.00 CFR)
N ( ) -�
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W
k I = R4 IN VOLUME 38 OF PLATS AT PAGE 60, F.C.R.
o L2 L6 I > R5 O RECORD DATA PER GRANT DEED RECORDED AS DOC. NO.92078891, O.R.F.C.
= Z . Q.. L4 vh L18 Lig N - Q RECORD DATA PER GRANT DEED RECORDED AS DOC. NO. 2009-0024067, O.R.F.C.
W ; "" �t ^ J N89'51'40"E 826.70' R2(N89'49'17"E 826.70') L8 N WEST I Q R6 ( )
►'� L2p ►`� --� } - HARVARD --� RECORD DATA PER RECORD OF SURVEY RECORDED IN BOOK 24 OF RECORD OF
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Q- WEST HARVARD. "? N AVENUE
o � � 25' � N � SURVEYS AT PAGE 19, F.C.R.
IP6 AVENUEJ / co �
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N 55, I N N o =
N i I F"' PREVIOUSLY OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES PER THE
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CCN I -�- L-- f o I O FINAL MAP OF TRACT NO. 5406, R1( ).
Z o I - - - - - -- L14 K� s�. I. Z
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- _ 3 IRON PIPE
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NO. 53 I " d N F.C.R. FRESNO COUNTY RECORDS
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INDICATES EXTENSION OF LINE TO DIMENSION POINT AS SHOWN
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TRACT NOTH5406NGE 19 EAST,
o0 00
I o o v "HARVEST" RECORDED INVOLUME 76 OF PLATS A7 PAGES 11 THROUGH 15, FRESNO COUNTY RECORDS.
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CENTER �4 CORNER
No 92o I (6
I SECTION 27, T.13S., R.19E., M.D.B.&M. _ 00 ENGINEERING INC.
REESTABLISHED POSITION DOC
0 0 � WEST �4 CORNER pi
ON MANHOLE WITH
TIES PER CR 7817 234_19' _� 1316.48' R1(1316.48') SECTION 26, T.13S., R.19E., M.D.B.&M.
NAIL NEXT TO MANHOLE RIM 2985 N. BURL AVE.
1082.29' R2(1082.29') VERIFIED POSITION WITH
SUITE 101 TEL (559) 244-3123
S89'51'01"W 2632.96' R1(S89'51'01"W 2632.96') R2(N89'48'38"E 2632.95') TIES PER CR 7816
FRESNO, CA 93727 FAX (559) 244-3120
WEST CLINTON AVENUE
F.\2013\13-134\dwg\Maps\Final Map\13-134_02-FM.dwg
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PARCEL MAP NO. 1327 R3O N89 52 34 E 1316.8 ( )
60.00 59.50 ' 60.00 60.00 6
1130.88
186.00' �... ,� � ! ! ! , ,
.._ �•• 230.70 60.00 60.00 60.00 60.00 0.00 59.50 76.33 62.00 138.00 24.85 ,
11 I
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N O° 10- - ! N89'52'34"E 981.84'ul C35 I , N -/ ^ 92.72 MOUNT DIABLO BASE & MERIDIAN
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N 31 N 32 N 33 34 d. 35 °'• 36 r� 37 38 39 40 41 42
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I `t O 6,295 S.F. 0 6,295 S.F.Z O 6,266 S.F. 0 0 O O O 6,603 S.F. 0 6,603 S.F. 0 6,910 S.F.h I
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N qa�
z I I I Z I 6 - N 327.41 N C13 N_ I d o % R2 O RECORD DATA PER FINAL MAP OF TRACT N0.
20' LE I ti • ' - _ C11 406.72 Fn 6,300 S.F. co VOLUME 76 OF PLATS AT PAGES 84 AND 85, F.C.R.
�. Sfi. 62.5 -fz2.5� - - F2.5D- �2.5D- 1 _ C1� 5�.3 -62r� - -62.5 - .fi2.50- �Q.22' - - �Z,�Z N89'S0'56"E �
25' 1' PE
1' PE 20.76 ^`� C19 C17 PE 105.00 a RECORD DATA PER PARCEL MAP N0. 1327 RECORDED IN BOOK 6 OF
- I 110 PPUE 3 �. 3 3 3 _10 PPUE 11 = R3 ( ) PARCEL MAPS AT PAGE 39, F.C.R.
- - - -
55, , N 0 0 000 0 ^ pin p ;,� o o " 0 �,� O N 3 10 PPUE 25 u� O O I� O u-) Ci 6 749 S.F. O' 0) LO N N N N N N N 0 N O N O N O N O f�0 68 '1 10 PUE I 55 � 0 56 0 57 0 58 00 0 59 0 60 61 00 �,� 62 00 0 63 ao 0 64 00 0 65 0 66 00 0 67 =-0 7 337 F 10' PPUE ui R4 O RECORD DATA PER FINAL MAP OF TRACT No. 3207 "WESTERN ESTATES"
z - - I �. o O O O O O O 6,641 S.F. o �+0 � » I 1 PE p- RECORDED IN VOLUME 38 OF PLATS AT PAGE 60 F.C.R.
L2 I - 6,887 S.F.. 6,886 S.F.. 6,885 S.F.. 6.884 S.F.. 6,866 S.F.. 6,325 S.F.Q 0 6 255 S.F. 0 6,254 S.F. 0 O p O O _ ,
7,536 S.F. 6,253 S.F.. 6,252 S.F.. 7,014 S. O N89'S7 43 E _
L18 L19 i z z z z z z
z z z z z z z 105.02' W ��O � 92'65 N RECORD DATA PER GRANT DEED RECORDED 6/05/1992 AS
h
"' WEST R5
L4 - J -'' x-10' PPU • ' 62.50' 62.50' 70.04' o o Z N89'S0'56"E 130.00' O DOCUMENT NO. 92078891, O.R.F.C.
r� 69.16 62.50 62.50 62.50 62.50 62.50 62.50 62.50 62.50 62.50
69 I _ _HARVARD
,' - M - ,: •.,., .. N89'51'40"E 826.70' R2(NB9'49'17"E 826.70')x: ,- 0 6,301 S.F. Ico N - N AVENUE
�- L20 - I I I I co N89'57'43"E 1 •� N R6 O RECORD DATA PER GRANT DEED RECORDED AS DOC. NO. 2009-0024067,
I WEST HARVARD �* ' �� _92.66' - o.R.F.C.
►� W I' 105.02 W - d
AVENUE I , _ L V I _ N z 0 PREVIOUSLY OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES
Z I 10 N .= PER THE FINAL MAP OF TRACT NO. 5300, R2( ).
o� I I O 70 Ip �°' v
_ O 6,760 S.F. Q
55 W co 6,301 S.F.,, Iia co co N C PREVIOUSLY OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES
N8957 43 E Z N8957'48"E 6 14 ~ PER THE FINAL MAP OF TRACT NO. 5406, R1( ).
W V 105.02' O "�
(� 105.00 ?N STORMDRAIN EASEMENT PREVIOUSLY GRANTED TO THE FRESNO
PE
o o = 9 0 SE METROPOLITAN FLOOD CONTROL DISTRICT PER DEED OF EASEMENT
- WEST HARVARD AVENUE 71 I � O O
Z - - - - - - - W 6,301 S.F. Ica O I 6,300 S.F. coo '
RECORDED AS DOC. NO. 2013- O.R.F.C.
u-i N89'57'43"E Z N8957'48"E
LO 105.02' CR CORNER RECORD ON FILE WITH THE FRESNO COUNTY SURVEYOR
i) 105.00'
m ca - I 0 r (R) DENOTES LINE AS RADIAL
C:) 0 100 �i p N
72 qq
I o "J 8 ►�
Vit• o � O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY
LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE RADIAL TABLE d ca 6,301 S.F. Ica Ln `a 6.300 S.F. co
-o N8957'43"E � N89'57'48"E F.C.R. FRESNO COUNTY RECORDS
CN
LINE DIRECTION DISTANCE LINE DIRECTION DISTANCE CURVE RADIUS DELTA LENGTH CURVE RADIUS DELTA LENGTH LINE DIRECTION z 105.02' 1' PE `^a N 105.00'
L1 NO'03'14"W 1321.92' L24 N4454'40"E 17.46' C1 50.00' 68'34'24" 59.84' C24 725.00' 0'34'30" 7.27' R1 N24'30'08"W CN 0 I`� cr)d- I o CFR CALCULATED FROM RECORD DATA
7 0 0
0 73 10 - V) U)
, „
I� ca 6,301 S.F. ca N
0
L2 N89'56'46"E 55.00' L25 S45'05'20"E 17.45' C2 45.00 30'19'37" 23.82 C25 775.00 4 01 33 54.46 R2 N30 26 38 E I 6,300 S.F. ca - - SECTION LINE
_ _LO N89'57'43"E N N89 57 48 E
L3 S45'03'1 4"E 21.21' L26 N44'54'40"E 17.46' C3 45.00' 30'19'37" 23.82' C26 775.00' 23538" 35.08' R3 N82'00'36"E `� 105.02' p0 ' ," EXISTING PROPERTY LINE
z
105.00
L4 N89'56'46"E 97.50' L27 S45'04'49"E 17.45' C4 50.00' 150'4428" 131.55' C27 50.00' 38'16'49" 33.41' R4 N72'49'48"E - - - -
i� 0 74 to 6 0- EASEMENT LINE
0
L5 N44'56'46"E 17.68' L28 N44'55'45"E 17.46' C5 45.00' 30'1937" 23.82' C28 50.00' 51'33'58" 45.00' R5 S45'05'35"E o ca 6,301 S.F. Ica ( 6,300 S.F. �°cCOo
-o N895743"E BLUE BORDER INDICATES LIMITS OF SUBDIVISION
N89'57'48»E a`0
L6 N89'56'46"E 50.00' L29 S45'05'30"E 17.45' C6 45.00' 30'19'37" 23.82' C29 50.00' 54'56'46" 47.95' R6 N30'1O'38"E z 105.01' . . • . . . . . . .
r 105.00' � co INDICATES EXTENSION OF LINE TO DIMENSION POINT
_ I
L7 SO'03'14"E 38.61' L30 S45'OS'38"E 17.45' C7 50.00' 150'32'27" 131.37' C30 50.00' 5'56'55" 5.19' R7 N2'28'12"E �`� o o �l 5 0 AS SHOWN
�.] o
O 75 6,300 S.F. 0
L8 S89'51'01"W 43.76' L31 N445422"E 17.47' C8 45.00' 30'19'37" 23.82' C31 50.00' 62'04'37" 54.17' R8 S5'55'15"W co 6,301 S.F. Ico co THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC USE.
_ N89'57'43"E N89'5748"E
L9 '08'59"E 50.00' L32 N4454'25"E 17.47' C9 750.00' 6'37'11" 86.65' C32 33.00' 18'11'44" 10.48' R9 S1'02'58"W 105.01' 1' PE A PUBLIC STREET EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE
SO 105.00'
p 10' PPUE-((00 26.76' 0 PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE
L10 S89'51'01"W 5.55' L33 N89'52'34"E 123.00' C10 725.00' 6'37'11 83.76' C33 67.00' 3623'28" 42.55' R10 SO'19'57"W
.�� _� N 10 PPUE � C16 4 0
» » , , ! » , ui 76 6.163 S.F. O
L11 S44 54 22 W 17.69 L34 S88 57 27 E 246.04 C11 775.00 63711 89.54 C34 33.00 18'11 44 10.48 R11 S457 36 W CO 6,760 S.F. J `O PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION
92 7 N89 57 48 E FOR PUBLIC USE
L12 SO'02'17"E 283.50' L35 N89'52'34"E 3.21' C12 750.00' 6'37'11" 86.65' C35 33.00' 18'11'44" 10.48' R12 N3'10'36"E L8 :` 48.91' V 94,22'
WEST TERRACE A , / �R LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE
' C13 725.00' 6'37'11" 83.76' C36 67.00' 3623'28" 42.55' R13 N38'22'13"W N 86.20
L13 SO'02 17 E 97.50 - �'
L14 � N89'51'01"E - ,� PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE
L14 N89'51'01"E 52.00' C14 775.00' 637'11" 89.54' C37 33.00' 18'11'44" 10.48' R14 NO'00'07"W AVENUE / L10 `-" N 26.26' G / 3
_ A N 10,181 S.F.
/ 31.81
L15 N89'51'01"E 34.00' C15 50.00' 75'16'13" 65.69' C38 67.00' 18'19'03" 21.42' R15 S9'22'25"E W b S��•
» , » , » Z 0-0 34 CS ?cr ��
L16 NO'03'14"W 49.00' C16 50.00 13'11 37 11.51 C39 67.00 18'04 25 21.13 R16 NO'14 59 W W N i _ w 1' P >>,, •-
NOTE
"� `� 0 10' PPU F`
L17 NO'03'14"W 46.50' C17 775.00 0 27 23 6.17 C40 67.00 27'26 43 32.09 y 1 °p l 2 �R „ „
3 1. SET 314"X30" IRON PIPE DOWN 6 TAGGED LS 7923 AT ALL LOT CORNERS,
W I O- I� 7,261 S.F. O O 12,562 S.F.
L18 N89'56'46"E 25.00' C18 775.00' 4'37'39" 62.59' C41 67.00' 8'56'45" 10.46' V d 1\ N 0) o �' I ANGLE POINTS & POINTS OF CURVATURE UNLESS OTHERWISE NOTED.
Z o o J ' 10' PUE / �� O�D� 2. OUTLOTS A & B FOR FUTURE DEVELOPMENT
L19 N89'56'46"E 25.00' C19 775.00' 1'32'09" 20.78' C42 33.00' 25'50'32" 14.88' z o I~ 10.00
- I G'F p'S 3. BASIS OF BEARINGS SEE SHEET 2
W J Z 67.24' 166.96' o O
L20 N89'56'46"E 205.00' C20 725.00' 3'19'09" 42.00' C43 67.00' 51'41'04" 60.44' O CN N89751'01"E 234.20' O�p/° YAMABE & HORN
'12"E 25.00' C21 725.00' 3'18'02" 41.76' C44 33.00' 25'50'32" 14.88' II DOC. NO. 92078891, O.R.F.C. ENGINEERING INC.
L21 SO 02 0�
• C22 725.00' 1'10'24" 14.85' C45 67.00' 25'42'59" 30.07' SCALE: 1" = 80' (0 R5O o
L22 SO 02 12 E 25.00 O , 34' 00 `o -
L23 N89'S2'34"E 55.00' C23 725.00' 4'52'17" 61.64' C46 67.00' 25'58'05" 30.37' ommmmir! Z _ L15� N89'51'01"E 234.19'- - °p 2985 N. BURL AVE.
D 40' 80' 160' SUITE 101 TEL (559) 244-3123
WEST CLINTON AVENUE FRESNO, CA 93727 FAX (559) 244-3120
F.\2013\13-134\dwg\Maps\Final Map\13-134_03-FM.dwg