HomeMy WebLinkAboutPM 2004-26 - Map - 8/31/2006 ;t
PARCEL MAP NO . 2004=26 SURVEYOR'S STATEMENT
RECORD TITLE INTEREST STATEMENTIN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA THIS MAP WAS PREPARED 8Y ME OR UNDER MY DIRECTION AND IS BASED UPON A
FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP
I.ANO ACT AND LOCAL ORDINANCE AT THE REQUEST OF DOUG OLIVER IN APRIL OF 2004.
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST LOCATED IN THE NE 1/4 SEC. 35, T 13 S.1 � SI HEREBY STATETHAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE
IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION R 20 E. M.D.B.&M. ��So,�NY R cT'`� APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. THE MONUMENTS
AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC USE 9�o ARE OF THE CHARACTER AND IN THE LOCATIONS SHOWN HEREON AND ARE
THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR SURVEYED AND PLATTED IN APRIL 2004 v '' EXP. 12-31-07 SUFFICIENT TO 'ENABLE THE SURVEY TO BE RETRACED.
PU IC USE FOR THE PURPOSES SPECIFIED THEREIN.
No. 1501
Atle BY T.R. CASE LAND SURVEYS, INC. _
o��`� -- ----- ----N_���-- — iE
C A E TI H R. C E L.S. 7507 D N
DOUG N R ~ l ICE E E ES: 12-31-07
----------------- CONSISTING OF FOUR SHEETS 1
RY BROCK, AN UNMARRIED MAN CITY ENGINEER'S STATEMENT
SHEET 1 OF 4
` I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE
SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE
0 kpL LAPil) APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS
SCD �NIEL r. THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND
LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE
LM 2 a TENTATIVE MAP, IF REQUIRED, HAVE BEEN COMPLIED WITH AND THAT I AM
CL
j Lr.p SATISFIED THAT THE MAP IS TECHNICALLY CORRECT.
I No. 760
NOTARY'S ACKNOWLEDGMENTS MICHAEL T. KIRN, PLS 7609
CITY ENGINEER
STATE OF CALIFORNIA ��OF nL�Fd��� � b
C
BY.
COUNTY OF - ------
�Q����N_�_ LEGAL DESCRIPTION D
B��IC CITY ENGINEER A
ON� _-BEFORE ME, �� }�ot� �W�__ THE SOUTH HALF OF LOT 12 OF HAYDEN PARK, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE
OF CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 5, PAGE 17 OF RECORD OF
PERSONALLY APPEARED SURVEYS, FRESNO COUNTY RECORDS
PERSONALLY KNOWN TO ME (ORRP 0 ATO ME ON THE BASIS OF DIRECTOR OF THE PLANNING AND DEVELOPMENT
SATISFACTORY EVIDENCE) TO BE THE PERSONS WHOSE NAMES ARE EXCEPTING THEREFROM THE EAST 184 FEET THEREOF. DEPARTMENT CERTIFICATE
SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME ALSO EXCEPTING THEREFROM THE NORTH 9.5 FEET THEREOF.
THAT THEY EXECUTED THE SAME IN THEIR AUTHORIZED CAPACITY, AND THIS MAP HAS BEEN EXAMINED FOR CONFORMANCE WITH THE
�.�.:�
THAT BY THEIR SIGNATURE ON THE INS ENT THE PERSON OR THE PAIGE ANDREWS REQUIREMENTS OF THE SUBDIVISION MAP ACT AND CHAPTER 12,
ENTITY UPON BEHALF OF WHICH THE RSON ACTED, EXECUTED THE Q �'` Commission# 1611844
ARTICLE 12, OF THE FRESNO MUNICIPAL CODE
z �a»<<'IP, Notary Public-California z /
INSTRUMENT. z ' w �Fresno County D 'F
� My Comm.Expires Oct 8,2009
WITNESS MY HAND _
NICK P.t�OF
NAME. SIGNATURE
A,-
DATE
•
� ,A -Y- DIRECTOTHE PLANNING AND DEVELOPMENT DEPARTMENT
� Yy ___ Sa . _y (A
_
MY COMMISSION EXPIRES � COUNTY OF F"SN0 _____
— CITY CLERK'S CERTIFICATE
THIS PROPERTY SUBJECT TO THE FOLLOWING:
1. THE EFFECT OF AN INSTRUMENT ENTITLED 'BEFORE THE BOARD OF DIRECTORS OF THE FRESNO I HEREBY CERTIFY THAT THE DIRECTOR OF THE PLANNING AND DEVELOPMENT DEPARTMENT
METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP
DID APPROVE THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC, ALL PARCELS
IDENTIFYING AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY� �'�O WITH THE TERMS OF THE OFFER OF DEDICATION.
PLANNED LOCAL DRAINAGE FACILITIES", EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT
AND CITY OF FRESNO, RECORDED JULY 31, 1995 AS INSTRUMENT NO. 95092128 OF OFFICIAL RECORDS. REBECCA E. KLISCH, CMC
CITY CLERK
•
2.) THE FOLLOWING ARE THE DOCUMENTS THAT WILL RECORD CONCURRENTLY WITH IHE MAP: BY: C� N_--w�- _ g k t Oco
A.) A SUBDIVISION AGREEMENT FOR PARCEL MAP NO. 2004-26, RECORDED _JY�AS M
DOCUMENT NO. - Z-' 2a,� , OFFICIAL RECORDS OF FRESNO C UNT DATE
rep o0
RECORDER'S STATEMENT
DOCUMENT NO. - !�)/7;1�s-7 FEE: $14-.00
FILED THIS A973 DAY OF _ 2006, AT ffiwdM. IN BOOK -AQ OF PARCEL
MAPS AT PAGE AT TH'E REQUEST OF T.R. CASE LAND SURVEYS, INC.
FRESNO COUNTY RECORDS
ROBERT C. WERNER, COUNTY RECORDER
r
11/'X
BY: 4
MAO",4(4 - ---
DEPU COUNTY RECO
PROJECT INFORMATION
JOB NUMBER:
C04023
DRAWN BY: T R Case
TRC
CHECKED BY:
TRC
LAST UPDATE: Land Surveys, Inc.
4-13-2006
SHEET:
1 of 4 2565 E. PERRIN AVENUE SMITE 109
FRESNO, CALIFORNIA 9720
PHONE: 559-297-5610 FAX: 550-297-5620
EAST MCKINLEY AVENUE
(N89'50'E 2639.830 R2)
S89'49'39"W 2639.34. .......................... ............... ....................... ........................... .............. .............................................................. N89650'00"E 2639.60' ...... ............... ................ ...................... ........ .............................
.............. .............. ..................... .............
BASIS OF BEARINGS
L
VA
A I
NW CORNER OF SEC. 35, T. 13
N. 1/4 CORNER OF SEC. 35, T. 13
I ?_. IN THE CITY OF FRESNO,
S. R. 20 E. M.D.B.& M.
S., R. 20 E., M.D.B.& M.
FALLS ON MANHOLE RIM WITH
CITY OF FRESNO BRASS CAP FLUSH
3'X3'X3Q� Cj
'X3' SWINGS C/R 6637P COUNTY OF FRESNO, STATE OF CALIFORNIA
IN CONCRETE, C/R 3169
LOCATED IN THE NE 1/4 SEC. 35
�i �� Q NE CORNER OF SEC. 35, T. 13 S.,
R. 20 E., M.D.B.& M.
CALCULATED W. 1/4 T. 13 S.7 R. 20 E.7 M.D.B. .
FRESNO COUNTY BRASS CAP IN
SEC. 35, T.13 S., R.20 E.,
_n
M.D.B.&M. BY SINGLE PROPS WELL, C/R 6175
0
11 a) • -IFOUND AND ACCEPTED
0) O�
NW COR. OF LOT 11
INTERSECTION POINT OF NORTH
IN
ESTABLISHED BY PRORATION LINE OF LOT 11 WITH WEST RIGHT
co
0) OF WAY LINE OF EIGHTH STREET
DETAIL "C"
- FOUND 3/4" I.P., WITH PLUG LS
NOT TO SCALE/ 3766, DN 0.3' - NO RECORD
L4..................... ......
............................
.........................
L5
CENTER OF 90,
L4
EXISTING SEWER j
SEE DETAIL "B" THIS PAGE NE COR. OF LOT 11
01 N
MANHOLE \\SEE DETAIL "A" THIS PAGE ' I `
1 ESTABLISHED BY INTERSECTION
................................................................... ...........S89*57'37"W 611.08'........................................................................................ No
S89057937*ow
........... . .
........ C4
3- 05.54' (305.34' CALC Rl)...................... ..........................305.54' (305.34' CALC Rl) .............. LLJ No to
-4
y po
NW COR. OF LOT 6 C >
7
ESTABLISHED BY INTERSECTION
< LLJ ic.4
-/................................................................S89*57'37"W 591.08. .................................................................. . ... ..... CD
--�NE COR. OF LOT 11
C14 ry
p
04
FOUND AND ACCEPTED INTERSECTION.-"- ESTABLISHED BY INTERSECTION
0 0
ACCEPTED INTERSECTION
CALCULATED C. 1/4 FOUND AND ACCE o
POINT OF NORTH LINE OF LOT 11 WITH <
LLJ % 6 WITH SEC. 35, T.13 S., R.20 E., POINT OF NORTH LINE OF LOT Li Cn z
% WEST RIGHT OF WAY LINE OF EIGHTH!
OF .: :
M.D.B.&M. BY INTERSECTION EAST RIGHT OF WAY LINE 0
STREET - FOUND 3/4" I.P., WITH
NOT TO SCALE
MIL BROOK AVENUE - FOUND 3/4�'- z
PLUG LS 3766, DN 0.3 No RECORD
0
I.P., NO TAG, DN 0.2' - NO RECON Lij "U.) 0
> Nq
DETAIL "A"
IOU
NOT TO SCALE
< (o No I
A\N
i IN EXAGGERATED TO SHOW DETAIL,-/
CIV I
U-3 U-)
U-)
-V* DETAIL "D" I
(o
it ►il O� 0
Y) NOT TO SCALE / 0 i
ir) N I : 11-i I _j
0
Li
CENTER OF No
ro DETAIL "B"
-C"4
EXISTING SEWER
No .................... "ol
..................N89-571470DE-1........ ......... ..............610.77..........................................................
NOT TO SCALE
MANHOLE C�
U-) 0 C14 EXAGGERATED TO SHOW DETAIL
.0
m Cn
14- . .................... ... ....... ........................... .........................: % I ! No
06 ..............305.38......................
30.5.391................... Uri
N
M C;
Nr - ------------------
Z
NO to NE COR. OF LOT 12
N U')
Oq FOUND AND ACCEPTED INTERSECTION
ESTABLISHED BY PRORATION
04 0
to I = i
3t I * / F- 0
CALCULATED POSITION OF W. 1/4 C-4 POINT OF NORTH LINE OF LOT 6 WITH
o CORNER OF SEC. 35, T. 13 S., (6 EAST RIGHT OF WAY LINE OF
Uj 0
0
NW COR. OF LOT 12
_04 R. 20 E., M.D.B.& M. BY SINGLE ro L.Lj MILLBROOK AVENUE - FOUND 3/4
rl
ESTABLISHED BY INTERSECTION
p
NO
p PROPORTION - NOTHING SET : : li : lz I.P., NO TAG, DN 0.2' NO RECORD
0
0 0 ;z
SEE SURVEYOR'S NOTE ON PAGE 0 .6, Co Z*"�
z A\
4 - TIE OF RECORD T/F 1583 NO U) ..... L5...............................
.. ..................
0
m
TIES NO LONGER PRESENT -Lo C14
- 1 00 Cx) 6 D-1-0j;
WE! ry
No C-4 No
8 No
U NO
Loi 0 C)Uj (o
89*57'37"W 611.08,j
04
C) V) 900
Z
M of
'No
C141 om a
CALCULATED POSITION OF : ! I: IC-)< Lri
..............
b U-) FOUND AND ACCEPTED . .....................N89*57'55"E 305.31................ z
FOUND AND ACCEPTED INTERSECTION
U.): 0
Lq .........
C. 1/4 CORNER OF SEC. 35, T. r.." sq
: INTERSECTION POINT OF POINT OF NORTH RIGHT OF WAY LINE V) No -
z i I :
' Ll : 0
\Z W p 04
OF OLIVE AVENUE WITH EAST RIGHT
v-1 I NORTH RIGHT OF WAY LINE Uj
U�
h T-: I ; - i Z
BY INTERSECTION OF LINES OF OLIVE AVENUE WITH EAS' = cl-" :D
OF WAY LINE OF EIGHTH STREET a N
a NOT TO SCALE
z
SEE SUR RIGHT OF WAY-,LINE---OF--- FOUND CHISELED "X" IN SIDEWALK
NOTHING SET SURVEYOR'S 13 S., R. 20 E., M.D.B.& M.
T
co
Cb
MILLBROOK AVENUE - FOUND I
; I NO RECORD NOTE ON PAGE 4 TIE OF NORTH LINE OF __j
Lij
CO z
THE SOUTH HALF! C61
RECORD T/F 1585 TIES NO 06 o o __j > b
I CHISELED "X" IN SIDEWALK IN
No 2! i
OF LOT 12 0
LONGER PRESENT NO RECORD
; :L6 <
BASED UPON AREA
ry
F i
.I ___
5 ................. ................... ...........................................................
.............................. ....... S89857'56"W 0.4
SEE DETAIL "C" THIS PAGE
L3
05.23' (305 47�Cg�� 1 ...........X,"....................................305.23' (305.47' CALC Ri)...... NOTES:
%
.............. ....... 0.47....................................................................I........
1_14, -S 9'
.......... ..... ..........................................................................................................................
I ........... .......... .......................... ......... .......I...1.650.481.............................................................. 1.) BLUE BORDER INDICATES LIMITS OF SUBDIVISION
LINE: LOT 12
..............2 ................................................................. 2.) ALL DISTANCES ARE SHOWN IN U.S. SURVEY FEET
•
.................I-,............... ....... . ........... .................... ..................................................................
7' .................... 641.31' SEE DETAIL "D" :,THIS PA .................. ...............................................2644.000........... .................................................................................... S. .........
3.) DISTANCES NOT MONUMENTED ARE CALCULATED
N. RIGHT OF WAY LINE EAST OLIVE AVENUE
............................................................................................................................................................... ....................... ......... .... .32.... ....... ......................."........................ ....................I.......I.................... .......... .................. ... ...........
S89,58'28"E 5285
EAST OLIVE AVENUE
S. LINE LOT 5
E. 1/4 CORNER OF SEC. 35, T. 13 S.,
6N PAGE 31
__L--------------------- R. 20 E., M.D.B.& M. - CALTRANS
BRASS CAP IN WELL, C/R 6740
SW COR. OF LOT 12 -
SW COR. OF LOT 5 - ESTABLISHED BY PRORATION
SE COR. OF LOT 12 -
'ESTABLISHED BY INTERSECTION
OR ESTABLISHED BY INTERSECTION
PROJECT INFORMATION
C-4
C14
JOB NUMBER:
C04023
co
BASIS OF BEARINGS
N
THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 13 SOUTH, DRAWN BY, _T R Case
TRC
RANGE 20 EAST, MOUNT DIABLO BASE AND MERIDIAN, AS SHOWN ON MAP OF
-96, CHECKED BY.
MAYFAIR NO. 2, TRACT 1018, RECORDED IN VOLUME 13 OF PLATS, PAGES 95
CO FRESNO COUNTY RECORDS, TAKEN AS N89'50'E TRC
EAST BELMONT AVENU` SCALE Land Surveys, Inc.
LAST UPDATE:
11 Qclll S. 1/4 CORNER OF SEC. 35, T. 13 S., 1 100" 4-13-2006
R. 20 E., M.D.B.& M. SHEET:
SW CORNER OF SEC. 35, T. .................................................. FRESNO COUNTY BRASS CAP IN WELL, loo, - 200' 2 OF 4 2565 E. PERRIN AVENUE SUITE 109
13-S., R. 20 E., M.D.B.& M. N89*51'43"E 2643.27. •.................................... C/R 317 FRESNO, CALIFORNIA 93720
SCOTT MCKAY MON IN
WELL - C/R 6133 PHONE: 559-297-5610 FAX: 559-297-5620
PARCEL MAP
NO 2004 26
A\,
X01 78 -710 0 7- ---7
..........................
..... ...
..... ..........
OT'�`-'
35
DETAIL OF LOT 12 NE COR. OF LOT 12 ESTABLISHED BY PRORATION PARCEL MAP NO . 2004 26
IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA
. . . . . . . . . . . . . . . . . . . . . . . . . . N89*5747"E . . . . . . . . . . . . . . . . 305.39. . . . . . . . . . . . . . . . . . . . . . . . . . LOCATED IN THE NE 1/4 SEC. 35, T. 13 S7 R. 20 E., M.D.B.&M.
. . . . . . . . . . . . . . . . . . . . 295.39'- . . . . . . . . . . . . . . . . 40' I SW COR. OF
LOT 21 - NOT
10, .,ESTABLISHED
PER THIS
SURVEY
10,
NW COR. OF LOT 12 ESTABLISHED BY INTERSECTION
LEGEND
MONUMENT FOUND AND ACCEPTED AS DESCRIBED
�� ' i �10 0 DURABLE MONUMENT SET - 3/4" X 30" IRON PIPE UP 4" IN 6" DIAMETER X 30" P.C.C. MONUMENT, DOWN 6", WITH
1-: i PLASTIC PLUG STAMPED -LS7507 CASE-, UNLESS OTHERWISE NOTED.
Ln 00
CORNER FALLS IN CONCRETE Lo Lo
0 MONUMENT SET - 3/4- IRON PIPE WITH PLUG, STAMPED "LS7507 CASE", POSITION DESCRIBED, UNLESS OTHERWISE NOTED
WALL FOOTING. DRILLED OUT 1
ul
o6 DIAMETER HOLE AND SET 3/4" X (Rl) RECORD DATA PER MAP OF HAYDEN PARK, RECORDED IN VOLUME 5 OF RECORD OF SURVEYS, PAGE 17, F.C.R.
30" IRON PIPE WITH PLASTIC
PLUG STAMPED " LS7507 CASE" CN I (R2) RECORD DATA PER MAYFAIR NO. 2, TRACT 1018 RECORDED IN VOL 13 OF PLATS, PG. 95-96, F.C.R.
IN DRILLED HOLE SURROUNDED BY C/R CORNER RECORD ON FILE WITH THE FRESNO COUNTY SURVEYOR
CONCRETE, UP 0.2 o LJ
0n,-
T/F TIE OF FILE WITH THE FRESNO COUNTY SURVEYOR
z
-Lo
Lo RS RECORD OF SURVEY BOOK
. . . . . . . . . . . . . . . . . . . . . N89*57'55"E 305.31 . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . rl.
T, V_ V)
. . . . . . . . . . . . . . . . . . . F.C.R. FRESNO COUNTY RECORDS
N 89057'55"E 121.31' O 184.00'
. . . . . . . . . . ... . . . . . .
174.00 BLUE BORDER INDICATES LIMITS OF SUBDIVISION
N
LL_
n 9.50 9.50'
0 0
7p NOT A PROPERTY
LLj
ON LINE z
Lo
ol�------ --- ----------------
---- ----------1�j �j
d
-N89657'55"E 121.3l'-
CL
60.00' 6 1 31 01-1
(f)
Lo FD. 3/4" IRON PIPE SET BRASS TAG 10.00'
Ln Ln P 4 NOT TAGGED, DN. 0.5' ENGRAVED IS7507
0 IN CONCRETE WALL CASE" FLUSH IN QQ
Z
A FOOTING CONCRETE WALL
0
F007ING
t----------
j 0
SCALE
> LL \�' I _
aG c 1 30"
NORTH LINE OF THE SOUTH HALF OF r- --
od 06
Lo LOT 12 BASED UPON AREALo
Lu '
0 30 60"
N
0;u
Lo p po
moo
7 3:
(�o x I
Z
L6 LINE TABLE
LINE BEARING DISTANCE
z
CD
CD Ll S89*58'28"E 39.88'
N : I A\j
S89*57'56"W. 121.24!
of L2
10' S00*01'32"W 37.56'
DOC. NO. 23121, REC. 3/26/1966
L3 S00'01'32"W 38.24'
BK. 5292, PG. 100, O.R.F.C. QG
10.00 L4 N89056'18"E 60.00'
ol. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .'. I I
1 n.no . . . . . . . . . . . . . . . . . . . . . . . . . . .174,,0- 40,
C)
L5 S8905437"W- 39.66'60.00 / 61.24
L6 N89*56'1 8"E 60.00'
121.23.
SW COR. OF . 121.230 . . . . . . . 184.00' . . . . . . . . . . . . . .
LOT 12 - L3
ESTABLISHED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S89*57'56"W 305.23. . . . . . . . . . . . . . 0 ,
BY PRORATION 30' ROAD RIGHT OF WAY PER MAP OF
ZNZIDEN PARK, BK. 5 IRS, PG. 17, F.C.R.
-—-—-—-—-—-—-—-—-— --—-—-———- —- -----------
27.87' 1 27.99' EAST OLIVE AVENUE SE COR. OF LOT 12 - PROJECT INFORMATION
TO CALCULATED
TO CALCULATED ESTABLISHED BY PRORATION SW COR. OF LOT 21 - NOT JOB NUMBER:
'
QUARTER SECTION LINE QUARTER SECTION LINE po o ESTABLISHED PER THIS SURVEY C04023
(SEE SURVEYOR'S NOTE 1) (SEE SURVEYOR'S NOTE 1) DRAWN BY T R aspTRC
CHECKED BY
CENTERLINE-OF OLIVE NE COR. OF LOT 13 40" TRC
NOT LAST UPDATE: Land,
- ��-''-j-�� --
AVENUE BASED UPON N*�ESTABLISHED PER THIS SURVEY CALCULATED NE COR. OF,LOT 13 - NOT NW COR. OF-LOT 20 - NOT
FOUND MONUMENTATION QUARTER SECTION LINE ESTABLISHED PER THIS SURVEY ESTABLISHED PER THIS SURVEY 4-13-2006
ALONG NORTH SIDE OF PER SECTIONALIZED BREAKDOWN SHEET:
STREET (SEE SURVEYOR'S NOTE 1) 3 OF 4 2565 E. 1-11=117111"w,14 AVENUE SUTE
940; CAL- FOFNIA-, -93720,-----------
PHONE: &%-297-5610 FAX: 559=297-5620
PARCEL MAP
NON 2004 26
COUNTY OF FRESNO,IN THE CITY OF FRESNO, STATE OF CALIFORNIA
LOCATED IN THE NE 1/4 SEC. 35, T. 13 S, R. 20 E., M.D.B.&M.
SURVEYOR'S NOTE
THERE DOES NOT APPEAR TO BE ANY PERPETUATION OF POSITION FOR THE CENTER QUARTER CORNER AND THE WEST
QUARTER CORNER OF SECTION 35, TOWNSHIP 13 SOUTH, RANGE 20 EAST, MOUNT DIABLO BASE AND MERIDIAN. TIES
ARE AVAILABLE FROM THE COUNTY OF FRESNO FOR BOTH CORNERS THAT DATE BACK TO 1965. BOTH CORNERS ARE
INDICATED ON THESE TIE SHEETS AS FALLING ON MANHOLE RIM COVERS THAT HAVE CROSS SCRIBES. INSPECTION OF
THE MANHOLES AT EACH INTERSECTION SHOW NO SUCH DISCERNIBLE MARKS THAT STILL EXIST AND THE COUNTY TIES
IDENTIFIED FROM 1965 ARE NO LONGER PRESENT.
THE CITY OF FRESNO SURVEYOR'S OFFICE WAS CONTACTED REGARDING THE POSSIBILITY THAT THEY MAY HAVE TIES
FOR EITHER OF THESE CORNERS THAT ARE NOT ON FILE WITH THE COUNTY. THE CITY OF FRESNO SURVEYOR'S OFFICE
COULD NOT FIND ANY WHEN ASKED. FURTHERMORE, IN A SURVEY PERFORMED BY THE CITY FOR STREET LIGHTS AT
THE INTERSECTION OF OLIVE AND FIRST STREET SEVERAL YEARS AGO, IT WAS NOTED IN THE CITY SURVEY THAT THE
WEST QUARTER CORNER OF SECTION 35 HAS NOT BEEN THERE FOR SOME TIME AND THEY DID NOT ATTEMPT TO
RESET IT.
DURING THIS SURVEY, CALTRANS WAS ALSO CONTACTED SINCE THERE ARE THREE MAJOR FREEWAYS IN THE NEAR
VICINITY TO THE WEST, SOUTH AND EAST (WEST-HIGHWAY 41; SOUTH-HIGHWAY 180; EAST-HIGHWAY 168). FOLLOWING
SOME IN-DEPTH RESEARCH AT CALTRANS, IT WAS DETERMINED THAT NEITHER OF THESE TWO CORNERS WERE EVER
LOCATED BY ANY OF THE SURVEYS THAT CALTRANS PERFORMED FOR THESE FREEWAYS, SOME OF WHICH DATE BACK
TO SOME TIME IN THE LATE 1960'S/EARLY 1970'S.
WHILE RESEARCHING RECORD MAPS IN THE AREA THAT COULD POTENTIALLY BE USED FOR THIS SURVEY, ASIDE FROM
NOT FINDING ANY RECENT MAPS THAT TIED EITHER OF THESE TWO CORNERS, IT WAS ALSO NOTED THAT THE PREVIOUS
SURVEYS PERFORMED IN THE AREA HAVE ALWAYS USED "LOCAL SOLUTIONS" (SOLUTIONS BASED UPON FOUND
LOT/BLOCK/PROPERTY CORNERS). INCIDENTALLY THIS METHOD WAS ALSO USED FOR THE STATE HIGHWAY SURVEYS
MENTIONED ABOVE. SINCE NO PERPETUATION FOR EITHER OF THESE CORNERS COULD BE FOUND AND PREVIOUS
SURVEYS HAVE ALWAYS USED LOCAL SOLUTIONS, IT WAS DECIDED THAT THIS WOULD ALSO BE THE METHOD USED FOR
THIS SURVEY. I FELT IT WAS NECESSARY, HOWEVER, TO ATTEMPT TO SHOW SOME TYPE OF RELATIONSHIP FROM THE
LOCAL SOLUTION USED TO EXISTING P.L.S.S. CORNERS IN THE SECTION INCLUDING CALCULATING THE CENTER AND
WEST QUARTER CORNER OF THIS SECTION USING METHODS OUTLINED IN THE 1973 BLM MANUAL OF INSTRUCTIONS FOR
REESTABLISHING LOST CORNERS. ALTHOUGH PROPER METHODS WERE USED FOR REESTABLISHING LOST CORNERS, IT IS
MY OPINION, BASED UPON FOUND SURVEY MARKERS ALONG OLIVE AVENUE, THAT THESE CALCULATED CORNER
POSITIONS ARE SIGNIFICANTLY DIFFERENT FROM THEIR ORIGINAL LOCATIONS ON MANHOLES.
AS BEST I CAN TELL, THE ORIGINAL LOCATIONS FOR THESE LOST CORNERS DIFFER FROM THE CALCULATED CORNERS
AS FOLLOWS:
- ORIGINAL W 1/4 CORNER IS APPROXIMATELY 7 TO 10 FEET SOUTH OF THE CALCULATED W 1/4 CORNER USING
SINGLE PROPORTION.
- ORIGINAL C 1/4 CORNER IS APPROXIMATELY 2 TO 4 FEET SOUTH OF THE CALCULATED C 1/4 CORNER BY
INTERSECTION.
SINCE A LOCAL SOLUTION WAS USED FOR THIS SURVEY, THESE CALCULATED POSITIONS WERE NOT NEEDED AND
THEREFORE NOT MONUMENTED.
PROJECT INFORMATION
JOB NUMBER:
C04023
DRAWN BY: T R Case
TRC
CHECKEDBY.
TRC Land Surveys, Inc.
LAST UPDATE:
4-13-2006
SHEET: OF 4 2565 E. PERRIN AVENUE SUITE 109
FRESNO, CALIFORNIA 93720
PHONE: 559-297-5610 FAX: 559-297-5520