HomeMy WebLinkAboutT-5537 - Map - 6/29/2007 SURVEYOR'S STATEMENT
THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND
7 AC Oee 553 IS TRUE AND COMPLETE AS SHOWN.
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED
UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE
IN THE CITY OF FRESNO, SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF GARY J.
FRESNO COUNTY, CALIFORNIA DIXON ON, FEBRUARY 2006. 1 HEREBY STATE THAT ALL THE MONUMENTS ARE
OF ANDOR THEY WILL
SURVEYED AND PLATTED IN MARCH, 2007 SET NE THO EACTER POS TIONS ONCUPY OR BEFORE THE00 EONS YEAR OFATHE,DATE THIS MAP BIS
BY DIXON & ASSOCIATES, INC. RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE
MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE
CONSISTING OF 3 SHEETS RETRACED AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE
RECORD TITLE INTEREST STATEMENT SHEET 1 OF 3 CONDITIONALLY APPROVED TENTATIVE MAP.
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN
THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND
RECORDATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC USE THE WEST DAKOTA AVENUE
PARCELS OF LAND, STREETS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED GARY J. DIXON, LS 5277 EXP. 12/31/07 DATE
FOR PUBLIC USE FOR THE PURPOSES SPECIFIEDTHEREIN.
Lu W CITY ENGINEER'S STATEMENT
> >
Z Z I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION
w w SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED
EDENBRIDGE INVESTMENTS, INC. > > TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL
a PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES
A CALIFORNIA CORPORATION coAPPLICABLE AT THE 11ME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN
PROJECT Y COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY
W LOCATION ' f`; . --� CORRECT.
CITY ENGINEER
BY:
_ f MICHAEL T. KIRN, PLS 7609
CHRIS GATLEY, VICE PRESIDENT DATE _ EXP. 12/31/07
H �
O
O z BY:
Z DATE
WEST SHIELDS AVENUE
CONSULTING LAND SURVEYOR'S STATEMENT
I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED
THAT THE MAP IS TECHNICALLY CORRECT.
NOTARY'S ACKNOWLEDGEMENT VICINITY MAP URS CORPORATION AMERICAS
3440 , SUITE
STATE OF CALIFORNIA NO SCALE PLEASANTENT HILLROCAD94523 C
COUNTY OF FRESNO
ON BEFORE ME,
PERSONALLY APPEARED PERSONALLY KNOWN LEGAL DESCRIPTION TOM H. MILO, LS 6438, EXP. 12/31/08 DATE
TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PARCEL 1 ACTING FOR THE CITY OF FRESNO
PERSON(S) WHOSE NAMES) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR THAT PORTION OF THE WEST ONE—HALF OF THE SOUTHEAST QUARTER OF THE
AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 19 EAST,
INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, PLANNING COMMISSION CERTIFICATE
ACTED, EXECUTED THE INSTRUMENT. DESCRIBED AS FOLLOWS:
I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION
WITNESS MY HAND. BEGINNING AT THE NORTHEAST CORNER OF SAID WEST ONE—HALF; THENCE WEST SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE
ALONG SAID NORTH LINE OF SAID WEST ONE—'HALF 660 FEET TO THE NORTHWEST MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING
CORNER OF SAID WEST ONE—HALF; THENCE SOUTH ALONG THE WEST LINE OF COMMISSION AS A COND111ON TO THE ACCEPTANCE OF THE FINAL MAP.
SIGNATURE: MY COMMISSION EXPIRES: SAID WEST ONE—HALF 330 FEET; THENCE EAST PARALLEL WITH THE NORTH UNE
OF SAID WEST ONE—HALF TO THE EAST LINE OF SAID WEST ONE—HALF; THENCE
NAME: COMMISSION NUMBER: NORTH ALONG THE EAST LINE OF SAID WEST ONE—HALF 330 FEET TO THE POINT
OF BEGINNING. KEITH BERGTHHOLD DATE
COUNTY OF: SECRETARY OF THE FRESNO CITY
PARCEL 2 PLANNING COMMISSION
AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE FOLLOWING
DESCRIBED PROPERTY:
THE WEST 15 FEET OF THE WEST ONE—HALF OF THE SOUTHEAST QUARTER OF CITY CLERK'S CERTIFICATE
THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 19 EAST, I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION
MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF. NO. ADOPTED APPROVED THE WITHIN MAP AND
EXCEPTING THEREFROM THE NORTH 330 FEET THEREOF.
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 OF THOSE PUBLIC
PARCEL 3 STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS
SOILS REPORT STATEMENT THE NORTH ONE—HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST ABANDONED BY THE FILING OF THE MAP.
A SOILS REPORT HAS BEEN PREPARED FOR THIS SUBDIVISION BY KRAZAN & QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH,
ASSOCIATES, INC, PROJECT No. 012-05159, DATED OCTOBER 26, 2005 AND IS RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE REBECCA E. KLISH, CMC,
ON FILE WITH THE CITY OF FRESNO. OFFICIAL PLAT THEREOF.
CITY CLERK
EXCEPTING THEREFROM THE NORTH 100 FEET OF THE EAST 145 FEET THEREOF.
"EXCEPTING THEREFROM THE MOBILE HOME OR MANUFACTURED HOUSING UNIT BY: DATED:
DEPUTY
AND APPURTENANCES, IF ANY, LOCATED ON SAID LAND".
APN: 311-240-55 RECORDER'S CERTIFICATE
THE NORTH 100 FEET OF THE EAST 145 FEET OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP
13 SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO DOCUMENT NO. FEE $
THE OFFICIAL PLAT THEREOF.
APN: 311-240-18 FILED THIS DAY OF AT M. IN
VOLUME OF PLATS, AT PAGES AT THE REQUEST OF
PROVOST & PRITCHARD ENGINEERING GROUP, INC.
FRESNO COUNTY RECORDS
ROBERT C. WERNER, COUNTY RECORDER RECEIVED
BY: DEPUTY JUN 21 2007
CITY OF FRESNO
BUILDING & SAFETY SERVICES
AC
5537
4
IN THE CITY OF FRESNO,
NOTES: FRESNO COUNTY, CALIFORNIA
13/19, 3/4" X 30"
BASIS OF BEARINGS: SURVEYED AND PLATTED IN MARCH, 2007
THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 22- IRON PIPE, DOWN 0.5', TAGGED LS 5277
M.D.B.&M. WAS TAKEN TO BE NORTH AS SHOWN ON PARCEL MAP N0. SET AT ALL LOT CORNERS, BLOCK CORNERS AND BY DIXON & ASSOCIATES, INC.
WEST QUARTER CORNER OF SECTION 2777, RECORDED IN BOOK 19 OF PARCEL MAPS AT PAGE 14, FRESNO BEGINNING AND ENDING OF ALL CURVES, OR WILL BE CONSISTING OF 3 SHEETS
22-13/19 M.D.B.&M., FOUND 1" IRON COUNTY RECORDS. SET WITHIN ONE YEAR OR ANY APPROVED EXTENSION SHEET 2 OF 3
PIPE, DOWN 0.5', VERIFIED POSITION BY THEREOF.
TIES ON FILE WITH FRESNO COUNTY
SURVEYOR, CORNER RECORD NO. 7296
CENTER QUARTER CORNER OF SECTION
DAKOTA AVENUE 22-13/19, FOUND 3/4" IRON PIPE DOWN
WEST - - - - - - - 0.3', VERIFIED POSITION BY TIES ON FILE
N 89'55'43" E 2634.38' (N 89'49'17" E 2634.54') <N 89'56'03" E 2634.44'> L 89'48'58" W 2634.43'] €N 89'55'43" E 2634.38' WITH FRESNO COUNTY SURVEYOR, CORNER
1317.19 (1317.27') €1317.19' RECORD N0. 5697
1317.19' (1317.27') €1317.19'T1
o�
M
N
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o N TAGGED LS 5277 ALSO FOUND 3/4" A
USH, TAGGED RCE 2484,
M 0.020' SOUTH PE LAND 0.30' EAST OF TRUEI N
rn
N � POSITION. DID NOT ACCEPT. MONUMENT N
�
IDESTROYED
IONTON OF
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C'4 CI
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3261 1171.82' 1 171.82'�
La ' 64.00' 64.00' 64.00' 64.00' 64.00' 65.26' -00 145.00' {145.00'
65.74
100.00' 65.00' 67.14' 66.86
108.04' 47.56'o 1316.82' (N 89'49'39 E 1316.89') €1316.82' 116.22'
M
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25 Ln `� z L26 z z z � z z o 0 €N 89'56'05" E 145.00'1 POSITION. DID NOT ACCEPT.
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AAT TRUE POSITION.
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N 0
0 20' WIDE RIGHT-OF-WAY FOR PUBLICv
r-. 1 1 ROAD DEEDED TO THE COUNTY OF FRESNO
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9 v M IRON PIPE FLUSH, NO TAG, 0.27' 1 44' ZDro
I SOUTH AND 0.05' EAST OF TRUE �� v o
m;.,, _ POSITION. DID NOT ACCEPT. MONUMENT I I Q SET 3/4" X30" IRON PIPE. UP 4" IN 6" PCC MONUMENT, DOWN 6". TAGGED LS 5277.
LL.00 � DESTROYED WITH CONSTRUCTION OF
O.d C'4I DURABLE MONUMENT AT TRUE I I 30 O FOUND AND ACCEPTED MONUMENT As DESCRIBED HEREON, RESET WITH 3/4" X 30" IRON PIPE, UP 4" IN 6" Q1
w
(.0 N POSITION. A I PCC MONUMENT, DOWN 6", TAGGED LS 5277. °i N
U)N M O 0
� � r7
G r04
y 4 O I L23 ( ) INDICATES RECORD DATA AS SHOWN ON PARCEL MAP N0. 2659 RECORDED IN BOOK 17 OF PARCEL MAPS AT M c°
N
oG O PAGE 48, FRESNO COUNTY RECORDS. N
0 1 N 89'56'05' E
' I 4 ( 0 w
0o I ro^ O� 658.36' J L24 [ ] INDICATES RECORD DATA AS SHOWN ON PARCEL MAP NO. 2876 RECORDED IN BOOK 19 OF PARCEL MAPS AT
o
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z 10) • �O I 658.37'
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O• I PAGE 14, FRESNO COUNTY RECORDS. z
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�� 1 IN BOOK 50 OF RECORD OF
o I 1 € [ SURVEYS ATCATES PAGE85T FRESNO COUNTY RECORDS.
ORD OF SURVEY RECORDED I x
0
ti I
Ci� DETAIL NOT TO SCALE E-4,4 I I O NOW OFFERED FOR DEDICATION FOR PUBLIC STREET AND UTILITY PURPOSES.
I
o I I LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. z
I
PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE.
H -.j VV INDICATES RELINQUISHMENT OF DIRECT VEHICULAR ACCESS RIGHTS.
W
O 1 I THE BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION.
z I1316.45' (1316.50') 1316.45' _
I 1316.45' (1316.50' CALC) J1316.45'1
IL
- - - - S 89'56'26" W 2632.90 (N 89'50'02" E 2633.00') <S 89'57'00" W 2633.03'> �HIELDS
S 89'S0'03'CW 2632.90'] {S 89'56'26" W 2632.90' AVENUE SCALE. 1 " = 80'
PEST
SOUTH QUARTER CORNER SECTION
22-13/19, FOUND 3/4" IRON PIPE, DOWN 0� 80� 160 240
SOUTHWEST CORNER OF SECTION 22-13/19,
M.D.B.&M., FOUND SCOTT McKAY MONUMENT, DOWN TIES TAGGED ON FILE WITH WITH VERIFIED POSITION BY
TIES FRESNO COUNTY
1.2', VERIFIED POSITION BY TIES ON FILE WITH FRESNO
SURVEYOR, CORNER RECORD N0. 2924
COUNTY SURVEYOR, CORNER RECORD NO. 6266.
D&A W.O. 07-023 TR. 5537
AC
553
010
IN THE CITY OF FRESNO,
FRESNO COUNTY, CALIFORNIA
SURVEYED AND PLATTED IN MARCH, 2007
BY DIXON & ASSOCIATES, INC
CONSISTING OF 3 SHEETS
SHEET 3 OF 3
CURVE DATA:
CURVE DELTA RADIUS ARC CHORD
NUMBER LENGTH LENGTH
C 1 49'49'59" 60.00' 52.19' 50.56'
C 2 30'34'10" 60.00' 32.01' 31.63'
C 3 9'35'51" 60.00' 10.05' 10.04'
C 4 36'40'11" 50.00' 32.00' 31.46'
C 5 49'10'45" 50.00' 42.92' 41.61'
LINE DATA: C 6 49.10'46" 50.00' 42.92' 41.61'
C 7 3F40'10* 50.00' 32.00' 31.46'
LINE BEARING DISTANCE C 8 803'51" 275.00' 38.71' 38.67'
NUMBER C 9 12'29'15" 275.00' 59.94' 59.82'
C 10 12'28'56" 275.00' 59.91' 59.79'
L 1 N 89'56'05" E 22.89' C 11 33.02'02" 250.00' 144.14' 142.15' RADIAL DATA:
L 2 S 89'58'05" E 30.00' C 12 7'33'56" 275.00' 36.31' 36.29'
L 3 N 00'00'57" E 19.76' C 13 33'02'02" 225.00' 129.72' 127.93' RADIAL RADIAL
L 4 N 5G'54'03" E 16.83' C 14 547'19" 275.00' 42.18' 42.14' NUMBER BEARING RADIUS
L 5 N 00'03'55" W 20.76' C 15 1'17'20" 275.00' 6.19' 6.19'
L 6 N 00'01'27" E 0.78' C 16 9(700'00" 35.00' 54.98' 49.50' R 1 N 80'20'14" E 60.00'
L 61 IN 00'01'27" El 10.78-1C 17 5'08'23" 275.00' 24.67' 24.66' R 2 N 49'46'04" E 60.00'
L 7 N 00'0355" W 16.79' C 18 8'12'15" 275.00' 39.38' 39.34' R 3 S 73'50'02" E 50.00'
L 8 N 1755'54" W 40.52' C 19 13'20'38" 250.00' 58.22' 58.09' R 4 S 24'39'17" E 50.00'
L 9 N 13.24'33" W 54.56' C 20 13'20'38" 225.00' 52.40' 52.28' R 5 S 24'31'29" W 50.00'
L 10 N 4503'55" W 17.46' C 21 9'5430" 275.00' 47.56' 47.50' R 6 S 73'42'14" W 50.00'
L 11 N 41'29'28" E 13.40' C 22 17'51'59" 275.00' 85.75' 85.41 R 7 N 8755'08" E 13.00'
L 12 N 31'59'31" W 12.96' C 23 42'32'13" 45.00' 33.41' 32.65 R 8 N 28'05'51" E 13.00'
L 13 N 21'19'55" E 17.99' C 24 1933'25" 50.00' 16.19' 16.12' R 9 N 79'32'02" W 13.00'
L 14 N 59'41'58" W 18.42' C 25 47'00'52" 50.00' 41.03' 39.89 R 10 N 1729'01" W 13.00'
L 15 N 44'59'03" E 17.46' C 26 47'00'53" 50.00' 41.03' 39.89' R-11 N 23'46'45" W 225.00'
L 16 N 4503'52" W 17.46' C 27 58'27'31" 50.00' 51.01' 48.83' R 12 N 25'02'06" W 275.00'
L 17 N 462,06" W 17.72' C 28 4'55'47" 275.00' 23.66' 23.65' R 13 N 1732'51" W 275.00'
L 18 N 4510'38" E 17.16' C 29 12'46'31" 275.00' 61.32' 61.19' R 14 S 01'21'15" E 275.00'
L 19 N 49'39'50" E 25.22' C 30 7'37'410 275.00' 36.61' 36.59' R 15 S 10'08'34" E 275.00'
L 20 N 05'37'30" W 60.29' C 31 2519'59" 225.00' 99.48' 98.67' R 16 S 2532'03" E 275.00'
L 21 N 00'03'55" W 60.00' C 32 15'10'03" 250.00' 66.18' 65.99' R 17 S 14'54'12" E 225.00'
L 22 N 89'56'05" E 25.00' C 33 17'51'59" 250.00' 77.96' 77.64' R 18 S 31'30'49" E 225.00'
L 23 N 89'56'05" E 33.80' C 34 90'00'00" 60.00' 94.25' 84.85' R 19 S 81'43'50" W 275.00'
L 24 N 8W56'1 1" E 36.20' C 35 220'52'37" 50.00' 192.75' 93.70' R 20 S 79'53'23" W 225.00'
L 25 N 89'56'05" E 37.67' C 36 22'27'16" 13.00' 5.09' 5.06' R 21 N 86'29'57" E 275.00'
L 26 N 89'56'05" E 1.97' C 37 28'09'46" 13.00' 6.39' 6.33' R 22 S 04'51'52" W 275.00'
L 27 N 1524'33" W 5.93' C 38 30'58'11" 13.00' 7.03' 6.94' R 23 S 173813" W 275.00'
L 28 N 64'43'56" W 19.82' C 39 17'25806" 13.00' 3.95' 3.94' R 24 S 15'38'29" W 225.00'
L 29 N 1755'540 W 4.01' C 40 9'19'12" 225.00' 36.60 36.56' R 25 N 14'21'00" E 45.00'
L 30 N 0(701'55" E 27.00' C 41 23'42'50" 225.00' 93.12' 92.46' R 26 N 09'20'46" E 50.00'
L 31 N 00'03'55" W 27.00' C 42 33'02'02" 275.00' 158.55' 156.36' R 27 N 3740'06" W 50.00'
L 32 N 1524'33" W 17.80' C 43 1751'59" 225.00' 70.16' 69.88' R 28 N 84'40'59" W 50.00'
L 33 N 13'24330 W 36.76' C 44 1.35'08" 225.00' 6.23' 6.23 R 29 S 4918"08* W 50.00'
L 34 N 1755'540 W 4.31'=Ji C 45 16'36'37" 225.00' 65.23' 65.00' R 30 S 01'17'16" W 50.00'
C 46 1,950'17" 225.00' 58.27' 58.11' R 31 N 67-48-17- E 50.00'
C 47 9'04'36" 225.00' 35.64' 35.61' R 32 N 85'40'03" E 225.00'
C 48 517'56" 225.00' 12.95' 12.95' R 33 S 1755'54" E 250.00'
C 49 1(702'42" 225.00' 39.45' 39.40'
C 50 13'20'38" 275.00' 64.05' 63.90'
C 51 26504'26" 50.00' 231.32' 73.68'
C 52 31'37'09" 45.00' 24.83' 24.52'
C 53 10'55'04" 45.00' 8.57' 8.56'
C 54 2519`59" 250.00' 110.54' 109.64'
C 55 2519'59" 275.00' 121.59' 120.60'
C 56 15'42'24" 225.00' 61.68' 61.49'
C 57 937'35" 225.00' 37.80' 37.76'
C 58 10'04'39" 275.00' 48.37' 48.31'
D&A W.O. 07-023 TR. 5537
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