|
I
<br /> X51
<br /> CNALANE sT RECORD OF SURVEY
<br /> t El✓E
<br /> Or M/L L EK RO
<br /> Z.4vu cr CURVE N0. AA161C RAO/US LENGTH CNOXO TAV(;ENT CN. 6EAR196
<br /> �.
<br /> so•or 04 • 4400' 40./_7 ' 38. 9/• 11-47' N.70.3c '49_'E-_ FOR LOT LINE ADJUSTMENT PURPOSES
<br /> Peo,TECr SITE 2 _03'3/ '19'• 46 00'_ 2. 93 _ Z 83' /.4Z ' NO3'50;03'E
<br /> 53'33'33 ' 46 00 43.00 • 4/ 45' 13 12' NZ4'42 29_W_
<br /> 6/�NrA + Z- _s�'33'33 46 00' 43.00_ 4/ 45' 73 ZZ' NZ8'.Sl'04"E_ OF LOTS 15 16 OF SUNRISE TERR --
<br /> �^ _ + ^ 57.05'02" 46. 00 4583 4996, 25.0?" NZ2'SG'44'W
<br /> o ESCAL ON +Q±3 %07'07_06 " 46 00' 96.00'_ 74. 0/ 6r.3o' No��oa:�8:E- ACE UNIT N0. l , MAPS PLATS ,
<br /> 4; 4 (Pi) 20'3/_/4_- 46.00 /6. 48_ /6 39' B 33' N6/'44.52'k/
<br /> ENl6N N J (c'i) 48'36'S4 ' 46 00' 3903' 37.97' 20 78" N79'S6 '%8'1 VOLUME 29, PAGE 40 .. SAN JOAOUIN
<br /> o scNooL NORTH Sr oE,vr M/6$/01v sr y COUNTY RECORDS, LYING IN SECTION
<br /> JOROA�i/OL 0
<br /> 33, T. I S. , R. 9 E. , M. D. B . B M.
<br /> y Q �
<br /> W y 4 sr
<br /> YOSEMITE AVE �,
<br /> y yOSEtiIirE AVE CITY OF ESCALON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> V!C/N/TY NAP (No SCALE)
<br /> THOMPSON -- H YSEL L ENGINEERS
<br /> M/CNEC L E WA Y 1016 12th S TREE T, MODES TO, CA . 95354
<br /> -- N56. 37'00-C /14 78'(,V, e1) - "
<br /> �J�9I� Ol BE]1RI]I4a: ti ti ti STAT XZ Tr Or PURR98E:
<br /> THE BEARING OF N 0 ' 21 ' 30" E AS +
<br /> � Oc THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE
<br /> DETERMINED FROM FOUND MONUMENTS AT THE
<br /> ADJUSTED PROPERTY LINE AS DESCRIBED IN NOTICE OF IAT LINE
<br /> MOST SOUTHERLY CORNER OF LAT 15 AND THE -- - - - - - - - - -- - - --- --- -__ _ _ _ / _� ADJUSTMENT E - 91 - 8 RECORDED F66e8- /9'9/ AS
<br /> NORTHEAST CORNER OF IAT 16, AS FOUND AT J - -
<br /> MAPS AND PLATS, VOLUME 29, PAGE 40, SAN � � � INSTRUMENT NO. J1Q/7953 , SAN JOAQUIN COUNTY RECORDS, AND TO
<br /> c�; I CONFORM WITH SECTION 8762 OF THE LAND SURVEYORS' ACT.
<br /> JOAQUIN COUNTY RECORDS (SUNRISE
<br /> TERRACE UNIT NO. 1) . Z5 � � Z5 ' N
<br /> ' C2/) Z4'?7'24A/
<br /> "47 W.
<br /> el) .....
<br /> 00 \ SURYEYOR' 8 STATEMENT:
<br /> EX/5T. /0 'PU.E. / tn, ) THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY HE OR UNDER MY
<br /> DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
<br /> ¢ 29.06 / SUPERB RS'ACT AT THE REQU
<br /> EST OF FRANCO CONSTRUCTION CORPORATION IN
<br /> �M.�i ...
<br /> LEGEND: 3, J OATED THIS 4+1' DAY OF FEBRUARY , 1991
<br /> O SET CONC. NAIL WITH BIZA65 TAG, ,�f,J �� ) fUr
<br /> TAGGED L.S. 4876. i \\ /' I >' �� t G' 8. �rJ• �
<br /> I / r
<br /> • FOUND 1/2" X 24" LONG IRON 3 WILLIAM B. HYSELL r-
<br /> PIPE, TAGGED L.S. 4876, I
<br /> L.S . 4876 EXP. 9/30/92 "u. 481c
<br /> UNLESS NOTED OTHERWISE. , SEr 4 ' WI rNESSD EX. 9-34-92
<br /> CORNER(CH/SELEO
<br /> + FOUND 4 ' WITNESS CORNER ON LOT �•� lF
<br /> LINE PROJECTION FOR LAT CORNERS x ) Of CAU
<br /> FACING A ROADWAY. (CHISELED
<br /> + " IN CONCRETE UNLESS NOTED \ r� �� • W-1,
<br /> OTHERWISE) . \ 5 v
<br /> Q FOUND 3/4" X 30" LANG IRON PIPE COUNTY 6URYEYORI B STATEMENT:
<br /> TAGGED L.S. 4876 IN ^
<br /> MONUMENT BOX. 'I, THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br /> LAND SURVEYORS ACT THIS 11 DAY OF
<br /> SJCR SAN JOAQUIN COUNTY RECORDS
<br /> (R) RADIAL BEARING
<br /> �4lHENRY M. HIRA A, U TY SURVEYOR
<br /> OF SAN JOAQUIN COUNTY
<br /> 3
<br /> R.C.E. 21, 258 EXP.
<br /> REYERENCEB:
<br /> (M) DISTANCE MEASURED ON THIS SURVEY. ALL \
<br /> 99 ��� RECORDER' S 8T1►T8MEI3T:
<br /> DISTANCES ARE MEASURED UNLESS NOTED I SCALE /'- 30"
<br /> OTHERWISE. FI f(I-)-k-M.
<br /> THIS � r��'`� DRY OF `�L�. �� 1!/ ( /'� rte, t, 193—!
<br /> • 'L AT IN BOOK �3 OF SURVEYS, AT PAGE ► AT THE
<br /> (Rl) RECORD PER: MAPS AND PLATS, VOLUME ���sp REQUEST OF WILLIAM B. HYSELL.
<br /> 29, PAGE 40, S.J.C.R. (SUNRISE
<br /> TERRACE UNIT NO. 1) .
<br /> n -
<br /> JAMES M. JOHNSTONE, COUNTY RECORDER
<br /> OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> U b
<br /> BY: �� ��L� ,,r �, � i ( �2l�1 FEE:
<br /> AZSTSTANT RECORDER
<br /> 1441 - x M O Il-
<br /> -
<br /> l — /
<br /> 5 /
<br />
|