HomeMy WebLinkAboutT-5552 - Map - 12/5/2008 FINAL MAP 0 F SURVEYOR'S STATEMENT
/
CC
/ THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND
N 0, �J IS TRUE AND COMPLETE AS SHOWN.
J l l l _J PL LAN THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED
Tj pN s UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE
RECORD TITLE INTEREST STATEMENT �5� �`t J• 0%�, GSL SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF PLEASANT
UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE
PHASE I OF TENTATIVE TRACT NO. 5552 �� CSP oti �� VALLEY INVESTMENTS, LC ON NOVEMBER 1, 2006. 1 HEREBY STATE THAT ALL
THE UN p O THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS
INTEREST IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO P.L.S. 5277 INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE
THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER FOR BEING A SUBDIVISION OF A PORTION OF SECTION 15, TOWNSHIP 14 SOUTH, a ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION
DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THE CITY OF FRESNO, * EXP.12-31-09 * APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE,
ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL
SPECIFIED THEREIN. FRESNO COUNTY, STATE OF CALIFORNIA. s ��-
� � MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE
SURVEYED AND PLATTED IN NOVEMBER, 2006 BY HARBOUR &ASSOCIATES '9TFOF CAL�FO� MAP.
PLEASANT VALLEY INVESTMENTS, LC, A NEVADA LIMITED LIABILITY COMPANY CONSISTING OF 3 SHEETS
SHEET 1 OF 3
GARY J. DIXON EXP. 12-31-09 L.S. 5277 DATE
BY:
CHRISTOPHER J. WILLIAMS, AUTHORIZED AGENT
CITY ENGINEER'S STATEMENT
I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION
LEGAL DESCRIPTION SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED
TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 14 SOUTH, RANGE 21 EAST, PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE
MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH.
DESCRIBED AS FOLLOWS:
NOTARY ACKNOWLEDGMENT
BY:
STATE OF CALIFORNIA ) COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 15; THENCE NORTH 00'14'30" WEST, ALONG SCOTT L. MOZIER, P.E. 54417, LICENSE EXPIRES 12-31-09 DATE
COUNTY OF ) THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15, A DISTANCE OF 1505.06 FEET TO THE CITY ENGINEER
ON 2008, BEFORE ME A NOTARY TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 00014'30" WEST, CONTINUING ALONG THE WEST LINE OF THE SOUTHWEST
PUBLIC, PERSONALLY APPEARED QUARTER OF SAID SECTION 15 A DISTANCE OF 603.02 FEET; THENCE NORTH 89'48'28" EAST, A DISTANCE
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE OF 152.00 FEET; THENCE SOUTH 00'14'30" EAST, A DISTANCE OF 104.00 FEET; THENCE NORTH 89048'28" CONSULTING LAND SURVEYORS STATMENT
PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT EAST, A DISTANCE OF 90.00 FEET; THENCE NORTH 00'14'30" WEST, A DISTANCE OF 104.00 FEET; THENCE I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED
AND ACKNOWLEDGED TO ME THAT EXECUTED THE SAME IN THAT THE MAP IS TECHNICALLY CORRECT.
AUTHORIZED CAPACITY(IES) AND THAT BY SIGNATURE ON THE NORTH 89'48'28" EAST, A DISTANCE OF 364.43 FEET; THENCE SOUTH 00'11'32" EAST, A DISTANCE OF
INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE 150.00 FEET; THENCE SOUTH 89'48'28" WEST, A DISTANCE OF 2.10 FEET; THENCE SOUTH 00'11'32" EAST, ACTING FOR THE CITY OF FRESNO:
PERSON(S) ACTED, EXECUTED THE INSTRUMENT. A DISTANCE OF 100.00 FEET; THENCE NORTH 89'48'28" EAST, A DISTANCE OF 94.15 FEET; THENCE SOUTH BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS
00-11-32- EAST, A DISTANCE OF 267.38 FEET; THENCE NORTH 89'48'28" EAST, A DISTANCE OF 5.47 FEET; 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF THENCE SOUTH 00011'32" EAST, A DISTANCE OF 100.00 FEET; THENCE NORTH 89'48'28" EAST, A DISTANCE
CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. OF 12.40 FEET; THENCE SOUTH 00'11'32" EAST, A DISTANCE OF 150.25 FEET TO A POINT ON THE SOUTH
LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST CORNER OF SAID SECTION 15; THENCE SOUTH BY:
89046'42" WEST, ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST CORNER OF
WITNESS MY HAND.
SAID SECTION 15, A DISTANCE OF 385.37 FEET; THENCE NORTH 00'15'13" WEST, A DISTANCE OF 164.95 HIMAWAN BRASALI, L.S. 7800, LICENSE EXPIRES 12-31-09 DATE
NAME SIGNATURE FEET; THENCE SOUTH 89'46'58" WEST, A DISTANCE OF 330.28 FEET TO THE TRUE POINT OF BEGINNING.
MY COMMISSION EXPIRES COUNTY OF __ CONTAINING 10.38 ACRES MORE OR LESS PLANNING COMMISSION CERTIFICATE
COMMISSION NUMBER I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION
SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE
MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING
COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP.
THIS PROPERTY IS SUBJECT TO THE FOLLOWING: BY:
1. AN EASEMENT FOR CANALS AND EMBANKMENTS FOR CANAL AND BRANCHES AND INCIDENTAL PURPOSES KEITH BERGTHOLD DATE
IN FAVOR OF THE FRESNO CANAL AND IRRIGATION COMPANY, RECORDED AUGUST 13, 1873 IN BOOK J OF SECRETARY OF THE FRESNO CITY PLANNING COMMISSION
DEEDS, PAGE 36 OF OFFICIAL RECORDS.
2. THE EFFECT OF AN INSTRUMENT ENTITLED "BEFORE THE BOARD OF DIRECTORS OF THE FRESNO CITY CLERK'S CERTIFICATE
METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP
IDENTIFYING AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO BY
PLANNED LOCAL DRAINAGE FACILITIES EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND RESOLUTION NO. ADOPTED ON , 2008,
CITY OF FRESNO, RECORDED JULY 31, 1995 AS INSTRUMENT NO. 95092128, O.R.F.C. APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL
PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC
3. A DOCUMENT ENTITLED "AGREEMENT AND COVENANT RUNNING WITH THE LAND" RECORDED AUGUST 24, USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION BY THE
2004, AS INSTRUMENT NO. 2004-0186771, O.R.F.C. FILING OF THE MAP.
4. A DOCUMENT ENTITLED MEMORANDUM OF BINDING LETTER AGREEMENT EXECUTED BY AND BETWEEN REBECCA E. KLISCH, CMC
PLEASANT VALLEY INVESTMENTS, LC, A NEVADA LIMITED LIABILITY COMPANY AND RICHARD AND CAROLE CITY CLERK
STUMPFHAUSER, RECORDED FEBRUARY 13, 2006 AS INSTRUMENT NO. 2006-0031866, O.R.F.C.
5. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN PUBLIC BY:
IMPROVEMENTS FOR THE FINAL MAP OF TRACT NO. 5552, RECORDED AS DEPUTY DATE
DOCUMENT NO. OFFICIAL RECORDS OF FRESNO COUNTY.
RECORDER'S CERTIFICATE
DOCUMENT NO. FEE:$
FILED THIS DAY OF 200 AT M. IN VOLUME
OF PLATS, AT PAGE(S) , AT THE REQUEST OF FIRST AMERICAN TITLE
COMPANY.
FRESNO COUNTY RECORDS
ROBERT C. WERNER, COUNTY RECORDER
BY:
DEPUTY
Harbour&Associates
Civil Engineers
® ® 389 Clovis Avenue,Suite 300 •Clovis, Califomia 93612
® (559)325 7676 •Fax(559)325-7699 •e-mail ha_ce@msn.com
W.O.# 05-021 F-138
W
WEST QUARTER CORNER
SECTION 15-14/21, M.D.B.&M. TRACaT
FOUND 3/4 IRON PIPE
FLUSH, TAG NOT READABLE, CENTER QUARTER CORNER
VERIFIED POSITION BY TIES ON SECTION 15-14/21, M.D.B.&M.
FILE WITH FRESNO COUNTY FOUND 1.5" IRON PIPE DOWN
SURVEYOR, CORNER RECORD 1.5', NO TAG, VERIFIED
NO. 5640. POSITION BY TIES ON FILE jN_ 0J
WITH FRESNO COUNTY
EAST CHURCH AVENUE SURVEYOR, CORNER RECORD PHASE I OF TENTATIVE TRACT N0. 5552
5 5 59)
N 89'50'13" E 2643.99' (N 89'50'14" E 2644.03') -<N 89'50'15" E 2644.00'> [N 89.56'04" E 2644.03'] €N 89'56'04' E 2643.89'1 NO 2902.
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
1322.00 (N 89'50'14" E 1322.01') <1322.00'> 1322.00' <1322.00'> (N 89'50'14" E 1322.02')
I IN THE CITY OF FRESNO
FRESNO COUNTY, CALIFORNIA
SURVEYED AND PLATTED IN NOVEMBER, 2006
BY HARBOUR AND ASSOCIATES
CONSISTING OF 3 SHEETS
30 GRANTED TO THE COUNTY I I SHEET 2 OF 3
OF FRESNO FOR PUBLIC ROAD
y
uU-)o RIGHT-OF-WAY PER
f 30.00 DOCUMENT RECORDED
LO PAG
61 OF DEEDS, PAGOCTOBER ,5, 1INE 5733,, I SEE SHEET 3 FOR CURVE, LINE AND
I
0.R.F.C. I ' RADIAL DATA TABLES
I
I I
I I I
((S 89'49'43" W 152.00')) N 89'48'28" E 1079.43' ((S 89.49'43" W 1079.56'))
N 89'48'28" E 152.00' 364.43' , , ,
55 0' 2,97.00' w 64.43' 3 60.00' 60.00' 60.00' 60.00' 60.00' 0 715.00' I ^ 44 0 100, 200' 300'
m o
20' LE o 00 0 0--00 �- rN o �- 0 I o0
0 0 7 � 'op _N o g r) 0 9 10 X0 11 X0 12 � 0 13 'qD
o I
co 8'PUE , `t 000 cn 74 q. p o T O o 0 o 0 r i N
0 25 I 1 PEo 00:7 0� 0 0 00 0'- 00 00 00
10' PUE
M I 10'P o �z.. �v0 1, PE -
z v z L24 z z + z z z N v l w
82 39 90.00' ((90.00')) C11 C14 60.00 60.00- 60_00_ 60.00 60.00' - ^
_ _ i� NIS
0 172.39' N 307.91 - - - - - 00 �
0 J L16 C12 C15 _ S 89'48'28"-W 307.91' _ N o
0
N 89'48 28" E �n ;n N z
r o
0 200 0 EAST o 3 N BURNS 307.91' AVENUE I cn
23' GRANTED TO THE 22.09' �A • C13 C9 4.73 62.77' 62_Z .77 62.77' L27 00 �'' I u LEGEND:
COUNTY OF FRESNO FOR �`� 16 L10 cg 3 MONUMENT FOUND AND ACCEPTED AS DESCRIBED HEREON
- - 19 N 1' PE � UNLESS OTHERWISE NOTED.
PUBLIC ROAD - -
RIGHT-OF-WAY PER �8' PUE I 10' PUCE o0 18 -- 0 17 r7 0 16 � 0 15 M 0 1 4 0 ``� M 0
DOCUMENT N0. 0 P �W 19 00 o r o � o 0 0 I INDICATES RECORD DATA PER RECORD OF SURVEY
2004-0239273 RECORDED 1 6 25' N o o o 0 0 0 0 w v I N ( ) RECORDED IN BOOK 48 OF RECORD OF SURVEYS, AT PAGE
OCTOBER 22, 2004, N, 89 48,28" E z w
O.R.F.C. I I 120.27' I 8' PUE L23 , z z , z z -
1 o PUE _ o L15 L13 x2.77 62.77' x2.77 w 62.77' L34 69, FRESNO COUNTY RECORDS.
Q PUE �� iv 60.00' 60.00' 71.08' 156.92'
U0 M
^ INDICATES RECORD DATA PER RECORD OF SURVEY
3 3 N 89'48'28" E - 555.95'00
f I o
0
5 25' N r, N N -`" J o "' I 0 < > RECORDED IN BOOK 40 OF RECORD OF SURVEYS, AT PAGE
23' `�N 89.48'28" E o - �'o `r'o N o 24 0 25 E cn - 68, FRESNO COUNTY RECORDS.
'�I 20 0 0 21 0 22 0 23 0 �- 0 SCALE: 1 - 100
120.22 rn 0 10' PUE 'L`Z, N
0 I �20' LE PE ��,, CO
00 10' PUE 0 o Z 4 N 6�1 o� ^ INDICATES RECORD DATA PER PARCEL MAP No. 7652
4 0� 1' PE z z Z �� - 1' PE �; o0 0 Z [ ] RECORDED IN BOOK 57 OF PARCEL MAPS, AT PAGE 93,
o N s9.4s'28" E � 52&6- sow sQoo �o 0o L21 c1 �'� ��. f�, 26 �? 0 FRESNO COUNTY RECORDS.
0 REMAINDER 0 N
120.17' ��I 252.86 � � � N iv
^ I N N 89 48'28" E 351.00 C\1
_ r�
v"' - - - - - R3 100.00' 3 INDICATES RECORD DATA PER PARCEL MAP No. 3106
N 3 EAST LAURITE , N AVENUE l � o I- ;� € RECORDED IN BOOK 21 OF PARCEL MAPS, AT PAGE 52,
N s9.4s'2s" E of �� 221.29 252 86 Les c�8 e� �'� ���/ 27 N I o FRESNO COUNTY RECORDS.
N
- 120.12' 0 z PE - N rr 0
_ o INDICATES RECORD DATA PER DOCUMENT NO.
23' GRANTED TO THE 2 25, 25' o' PUE z C7 39 8�s-• o z (( )) 2003-0271365 RECORDED NOVEMBER 7, 2003, OFFICAL
COUNTY OF FRESNO FOR co
2.00'0 ° 29 0 09. I RECORDS OF FRESNO COUNTY.
PUBLIC ROAD o A I N 89'48'28" E I �I OUTIAT A n � N 28 Z 0 I
RIGHT-OF-WAY PER M N o U, N
DOCUMENT NO. 120.07 d O N N = INDICATES NOW OFFERED FOR DEDICATION FOR PUBLIC
2004-0239273 0 I I 1 'o- �I L26 w STREET AND UTILITY PURPOSES.
RECORDED OCTOBER 22, 2 PE 81.28 158.08'
2004, O.R.F.C. v v F h 10' PUE 60.06' 60.00' 62.27' 62.50' 1n
Qo 8 PUE f N N 89.48'28" E 244.83' 3 o I Q INDICATES PREVIOUSLY DEDICATED FOR PUBLIC STREET AND
!~� _ UTILITY PURPOSES AS NOTED HEREON.
QO I 28.4 - - - �� rn L29 C19�
- s4 C2 \ o 0 " 31 0 32 0 33 0 o
-� 3v ;� CD r7 6 o o � INDICATES WAIVER OF DIRECT VEHICULAR ACCESS RIGHTS.
o r7 �N 89'46 58' E �,, _ `n T;, 0 0 - o -o `-o o
N 89'46 8" E N', , i w o
00 -� zt� -� o 0 0 0 0 0 0 I
N N 199.98' Q M 155.30 � ih ' 20 z r 0 o X10' PU-- o
20' WIDE EASEMENT E T GROVE J 330.28' 1 PEo o z z L25 o I PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION
DEDICATED TO FRESNO w I N 89'46'58" E 300.28' `�°` "� I�� 65.96' 60_06' z 60.00' z 627- 62.50 FOR PUBLIC USE.
METROPOLITAN FLOOD o (N 89'46'42' E 300.30') o� `OG o ,-r - -aK45:28_W - TJ N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20' WI T
CONTROL DISTRICT FOR - DE EASEMENT DEDICATED
FOUND 3/4" IRON o rn Ln N S 89'48'28' W, _ _ N TO FRESNO METROPOLITAN
STORM DRAIN o 1 -� =_ - -'28"W -- - %,/_ - - - - - - - - - I PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR
PIPE DOWN 0.5', `r'd �'L" _ - N - - - - - - - - - - FLOOD CONTROL DISTRICT FOR PE
PURPOSES PER o FOUND 3/4" IRON `°c° ' EAST BOOKER N 360.50 AVENUE N STORM DRAIN PURPOSES PER I PUBLIC USE.
DOCUMENT NO. 0 I o PIPE DOWN 0.2', TAGGED LS 7507. 338.52
06-163970, RECORDED o cn I o TAGGED LS 7507. �� L30 63.00' 63.00 63.00' 63.00 63.00 3 DOCUMENT NO. 06-163970,
,. �, Ln I 3 RECORDED AUGUST 8, 2006, LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR
AUGUST 8, 2006, Z r ca 0 1' PE 3 3 3 �3 3 _ cO LE
O.R.F.C. v 3 _ _ N o O.R.F.C. I PUBLIC USE.
10' PUE -
0to N N- N' N r N'
QQ � 39 M ;- 38 M ' 37 M ' 36 M 35 M 34 N
lil 00 I 't� o o 0 0 �_ o o 0 I THE BLUE BORDER INDICATES THE LIMITS OF THIS
mom I rn �T o - 0 - 0 - o � 0 - 0 0 z
00 0 0 0 0 0
SUBDIVISION.
`� `� z z z z z z z 1320.67' <1320.67'>(N 89.46'42" E 1320.69')
0 L18 _ _ _ 300.31 300.30' _ _ .�z 70.37' 63.00 63.00 63.00' 63.00' 63.00 604.99' �+
3 385.37' 1320.67 990.35' (990.38')
(N 89'46'42" E 1320.68') <1320.68'> ^ BASIS OF BEARINGS:
rl: - I THE WEST LINE OF THE SOUTHWEST QUARTER OF
Q 0 N 89'46'42" E 2641.33' (N 89'46'42" E 2641.37') <N 89'46'43" E 2641.35'> � I SECTION 15, 14/21, M.D.B.&M., WAS TAKEN TO
I
o M r FOUND 3/4" IRON BE NORTH 00'14'30" WEST, AS SHOWN ON
o FOUND 3/4" IRON PIPE FLUSH, V RECORD OF SURVEY RECORDED IN BOOK 40 OF
z PIPE DOWN 0.3', w TAGGED LS 2737.
I� I TAGGED Ls 7507. RECORD OF SURVEYS AT PAGE 68, FRESNO
t o o f M COUNTY RECORDS.
30.00' 30' GRANTED TO THE COUNTY
OF FRESNO FOR PUBLIC ROAD '00 I NOTES: „
RIGHT-OF-WAY PER I 1. 3/4 X 30 IRON PIPE, DOWN 0.5', TAGGED
SOUTHWEST CORNER SECTION I w DOCUMENT RECORDED "I w LS 5277 SET AT ALL LOT CORNERS, BLOCK
15-14/21, M.D.B.&M. I= OCTOBER 15, 1887 IN BOOK I CORNERS AND BEGINNING AND ENDING OF ALL
FOUND BRASS CAP DOWN o I 61 OF DEEDS, PAGE 573, 0
0.8', NOT READABLE, O.R.F.C. A SOUTH QUARTER CORNER CURVES, OR WILL BE SET WITHIN ONE YEAR OR
VERIFIED POSITION BY TIES SECTION 15-14/21, M.D.B.&M. 0 I ANY APPROVED EXTENSION THEREOF.
ON FILE WITH FRESNO 0 CO FOUND NAIL DOWN 0.1', 0
COUNTY SURVEYOR, CORNER I N ,'� I VERIFIED POSITION BY TIES ON 2. ALL DISTANCES NOT MONUMENTED ARE
RECORD 6160. 0 v I FILE WITH FRESNO COUNTY 1-1
SURVEYOR, CORNER RECORD CALCULATED
a, NO 5867. Q,I
o r`?
I � 00I M
Harbour&Associates
1319.34' (N 89.43'10" E 1319.35') <1319.35'> - 1319.34'<1319.35'> (N 89.43'10" E 1319.36') gin
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i 3612
_ _ _ - - m Engineers
N 89'43'1 1" E 2638.67' (N 89'43'10" E 2638.71') <N 89'43'10" E 2638.70'> ® 389 Clovis Avenue,Suite 300 Clovis, 9
EAST JENSEN AVENUE (559)325 7676 -Fax(559)325-7699 •e-mail ha-Ce@msn.com
TJR
/
IAC
NO@t) 55549&)9
PHASE I OF TENTATIVE TRACT NO. 5552
IN THE CITY OF FRESNO
FRESNO COUNTY, CALIFORNIA
SURVEYED AND PLATTED IN NOVEMBER, 2006
BY HARBOUR AND ASSOCIATES
CONSISTING OF 3 SHEETS
SHEET 3 OF 3
LINE DATA. CURVE DATA: RADIAL DATA: CONTINUED
LINE BEARING DISTANCE CURVE DELTA RADIUS ARC CHORD [RADIAL RADIAL
NUMBER NUMBER LENGTH LENGTH NUMBER BEARING RADIUS
L 1 N 86'17'39" W 46.39' C 1 89'56'19" 47.00' 73.78' 66.43' R 1 N 26'40'04" W 47.00'
L 2 N 00'11'32" W 27.00' C 2 130'51'14" 47.00' 107.34' 85.49' R 2 N 39'2622" E 47.00'
L 3 N 44'48'28" E 17.46' C 3 13'18'44" 47.00' 10.92' 10.90' R 3 N 89'48'28" E 47.00'
L 4 N 45'11'32" W 18.26' C 4 66'06'26" 47.00' 54.23' 51.27' R 4 S 39'49'24" E 47.00'
L 5 N 44'46'59" E 20.67' C 5 50'22'06" 47.00' 41.32' 40.00' R 5 N 02'29'47" W 200.00'
L 6 N 00"15'13" W 17.55' C 6 50'22'08" 47.00' 41.32' 40.00' R 6 S 39'35'43" W 47.00'
L 7 N 45'1323" W 17.39' C 7 79'25'07" 47.00' 65.15' 60.06' R 7 N 87'42'16" W 48.00'
L 8 N 45'12'17" W 17.46' C 8 2'18'14" 200.00' 8.04' 8.04' R 8 N 78'28'26" W 48.00'
L 9 N 46645'25" E 18.53' C 9 5'48'20" 200.00' 20.27' 20.26' R 9 N 29'19'40" W 47.00'
L 10 S 85'30'16" W 52.10' C 10 259'34'31" 47.00' 212.93' 72.23'
L 11 N 45'11'32" W 14.14' C 11 8'06'35" 150.00' 21.23' 21.21'
L 12 N 45"13'0 1" W 20.67' C 12 8'06'35" 175.00' 24.77' 24.75'
L 13 N 85'5937" E 60.13' C 13 8'06'35" 200.00' 28.31' 28.28'
L 14 S 83'51'09" E 80.99' C 14 8'06'35" 250.00' 35.39' 35.36'
L 15 N 8948'28" E 65.00' C 15 8'06'35" 225.00' 31.85' 31.82'
L 16 N 89'48'28" E 41.6 1' C 16 4'18'12" 250.00' 18.78' 18.77'
L 17 N 83'28'15" E 81.05' C 17 3'55'23" 250.00' 17.12' 17.11'
L 18 N 89'46'42" E 30.00' C 18 39'47'15" 48.00' 33.33' 32.67'
L 19 S 89'48'28" W 4.27' C 19 29'06'38" 48.00' 24.39' 24.13'
L 20 S 45'13'46" E 28.47' C 20 9'13'50" 48.00' 7.73' 7.72'
L 21 N 89'48'28" E 20.20'
L 22 N 0011'32" W 25.00'
L 23 N 89'48'27" E 2.77'
L 24 N 89'48'27" E 7.91'
L 25 N 89'48'28" E 12.40'
L 26 N 89'48'28" E 5.47'
L 27 N 89048'28" E 2.10'
L 28 N 89'48'28" E 31.57'
L 29 N 89'46'58" E 51.73'
L 30 N 89'48'28" E 23.52'
L 31 N 0011'32" W 33.86'
L 32 N 0011'32" W 2.00'
L 33 N 00'11'32" W 5.00'
L 34 N 89'48'28" E 94.15'
Harbour&Associates
Civil Engineers
® 389 Clovis Avenue,Suite 300 .Clovis,Califomia 93612
(559)325 7676 •Fax(559)325-7699 9 e-mail ha-ce@msn.com