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<br /> Doc 0: 2013-130613
<br /> E 10/15/2013 09:10:03 AM
<br /> F Page: 1 of 2 Fee: 12.00
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<br /> FF ENGINEERING INC u BEY■ Kenneth W Blakemore
<br /> BEING A SURVEY OF PARCEL A OF THE PARCEL MAP FILED IN BOOK 14 OF PARCEL MAPS AT PAGE 193 SAN JOAQUIN COUNTY RECORDS Pan Joaquin County Recorders
<br /> > > Paid By: SHOWN ON DOCUMENT
<br /> CIVIL ENGINEERING AND SURVEYING AND LOT 16 & A PORTION OF LOT 17 OF THE MAP OF PARKER ACRES FILED IN BOOK 10 OF MAPS AT PAGE 73, 11I�,�00,1,
<br /> ��3421 TULLY ROAD • SUITE J - MODESTO, CA 95350 SAN JOAQUIN COUNTY RECORDS, LYING IN SECTION 21, T.2 S., R.5 E., M.D.B.& M. 'III IN r91, l', k 5 Fit I I I I
<br /> \O: FTELEPHONE (209) 529-7450 • FAX (209) 529-0457 CITY OF TRACY, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br /> SCALE: 1" = 100' October, 2013
<br /> MONUMENTS
<br /> ALL MONUMENT SIZES REFERRED TO ARE INSIDE DIAMETER, a W
<br /> UNLESS OTHERWISE NOTED.
<br /> a.
<br /> • INDICATES MONUMENT FOUND AS NOTED. :
<br /> INDICATES MONUMENT SET, 3/4" IRON PIPE, 24" LONG, Z W w
<br /> TAGGED "LS 8078" OR NAIL AND TAG "LS 8078".
<br /> 5EE SHEET
<br /> ABBREVIATIONS 5EE SHEET :2
<br /> CL CENTERLINE 60'
<br /> COR CORNER 60 60
<br /> D DELTA ANGLE OF CURVE WALL 5 T_R E E T -----;--------------
<br /> -------
<br /> FD 3/4 IP o (N 00°20'02"E 220.00'C) i o
<br /> DOC DOCUMENT NUMBER NO TAG �' - - - - -
<br /> FD FOUND (�F L) - S 00°19'09"W 220.10'M - •... FD 3/4"IP TAGGED RLE 144101 (REF G 4 I-PM-9) cc W A L L 0 0 0
<br /> r
<br /> co cc S T R E E T co cc c
<br /> INT INTERIOR -•�
<br /> ' ..
<br /> Inst# INSTRUMENT NUMBER 1 78.54' M i `:. i `----or
<br /> ---------------- ----
<br /> t ' oo I �i i i i i i 60' 60' t
<br /> IP IRON PIPE (78.50'C) = I , 60'
<br /> L LENGTH OF CURVE 50 QC_;---------� i..........� i 1-PM-9 i 1 ll-PM-136
<br /> LS LICENSED SURVEYOR NUMBER - - I I I I W
<br /> MON MONUMENT M i i i ':,i N 00021'03" E 331.75' M (331.76'B) 'v=
<br /> N&T NAIL AND TAG
<br /> r, FD 1/2 IRON ROD
<br /> PG PAGE -------'----- -----L- -. PARCEL A N
<br /> FD AXLE NO TAG(REF L) mM = NO TAG�REF) I I I I SEE SHEET :2.
<br /> PM PARCEL MAP OF RECORD AS NOTED W N o0°21"56" 0.94'M O�'�' r 4 - P M - 193
<br /> 3 ' '° Z� w
<br /> R RADIUS OF CURVE a '`. (Loo'NORTHREFG) ��' oo ' GRANT DEED I °
<br /> RCE REGISTERED CIVIL ENGINEER NUMBER � a� `c rT FD 3/4"IP BENT NO TAG(REF G) w
<br /> REF REFERENCE AS NOTED a1 0 ° BENT WE5T,LOCATED AT BENDS r INST#9 6 014755
<br /> W
<br /> REFs REFERENCES AS NOTED "N 00 21 56 E 220.00'M ° mcg N 00 25'33 E 0.15 M m ________ I
<br /> S SURVEY OF RECORD AS NOTED w �-� o o �°� (219.92'B) -6"? W GRANT DEED " ���p I%2" IIRON ROD
<br /> SEC SECTION Nm ° mN M" DOC#201 2- 1 70150 „ m m TAG REF) GRANT DEED
<br /> W W)=N 00 21 56 E 219.96 Ma �' M- a FD + IN WALK � �d� INST#96014754 W
<br /> SF SQUARE FEET Ln CO 5 00°20'56"W 3.00'M
<br /> SFN SEARCHED FOUND NOTHING = _ " M°
<br /> (N 00 20 39 E 219.92 C) o (3'OFF5ET SOUTH,REFs G�E) �E m � ------------° M�
<br /> TC TOP OF CURB (� Ni; � (219.91'B) oo ,� z FD 3/4" tP NO TAG �o M M GRANT DEED
<br /> VOL VOLUME M ti Iti a , �,,._ (I.PIN REF 8) T REBAR REF D) ; �-; FD 3/4"IP NO TAG(NO REF) NST#9601 9 6 01 4 7 5 4 m x
<br /> 0 ' • LEANING NW LOCATED TOP M W
<br /> 0 00 , �.... oo ° "� oo =t T ti - N 00°23'541"E 0.07'M
<br /> Lr) + G�
<br /> I
<br /> o N 68 241 01 W 1.38 M r �u
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<br /> - ------ -
<br /> co I - � 119.54 '
<br /> sI~r:�.e .
<br /> z 331 65'E co -
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<br /> lM,B,C,&E.-- ) .�ti`� .._ ._ ..� _.. _.. - .. �.�.- _ _. .: - _�,. ..,. .._ _. ,.. ._ ..� .� .2. .,:� ._.� . � .._v ..r .. _..._.. .. ..>., �.r ...., �., .� ..y._� .,� .�w� ..�
<br /> GRANT DEED 0
<br /> I
<br /> °
<br /> _ __ -
<br /> (N 00°20'45"E 331.64'C) r NGI
<br /> ________-__1_______ ° Soo°20'56"W 331.67' M- ®�,. ! M M INST#9 6 014753
<br /> 00'21 '25"E 219.89'M --• 80.00' 251.67'
<br /> 1 (N 00020'39"E 219.88'C) --- -- --��-------------- ---- Z 0 AFD 1.25" IP NO TAG(REF G) I I I 0
<br /> FD 2"IP NO TAG �<; ,, �o��o,B,&D •`• O S 89 35 32 E cn 546°20'39"W 024'M
<br /> N 041°36'35"W 0.41'M .. �� ;' od - 190.54 M,B,C,&D 90.53' 1
<br /> (0.54'NORTH ON LINE,G) 50' ��; i �ol� - p.. M&C .: ------- -----�
<br /> "' FD 5 8" , `! o" '- �, L=31.39 �R=20.00 +-- I Q I I
<br /> z o� / °REBAR(REF�0), la,m D=89°55 20" M&B _ �- I I
<br /> Q 5841 35'33 E 0.13 M I(60.00 D)I "-" FD 5/8"REBAR(REF D) W S ; I SCALE 1°= 100'
<br /> •- 159 75' 60.071qk.,... 'M,B,&D��5 841°35'32"E 0.12' I I i i 60'
<br /> zm A~ - 219.82'M (219.84'C&E) -••• '' 80.00' ........... 231 67' M -•••••''' r 60 WFO 125" IF TAG REF G
<br /> ._•...... `: (23163'B) .r• ° " GRAPHIC ALE
<br /> Np 4 � o' 299.82 - ` o - N 54 09'56 W 0.15 M _ G C SC
<br /> `S 00°20'53"W 551.47' M _...... 1 co ........... � C
<br /> �z .•� � °' B E S S I E (N00 20 39 E C&F, 551.44 C) " + A V E N LT E
<br /> °- �• FO I"�BqO35!55"
<br /> PAE) . _ FD 3/4 IP AFD 3/4"IP NO TAG z 0 0 50 100 200 300
<br /> 32- 40 3� (REFs G4F) f 160 I/ 5 5 3
<br /> 10 M 1'g° ((I 14 IP REF G)
<br /> ' �0• ?S; NO TAG ° „ °
<br /> S?„ t S 89 34'27 E (N 89 34 41 W C)
<br /> 180.03-M (80.02'C)
<br /> SURVEYOR ' S STATEMENT
<br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN �,0 FANO SG
<br /> n`'`�' • ••--SEE SHEET 2 CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT N\ pMAS
<br /> � FD 2.5"BRA55 0150 WITH GR055 AT THE REQUEST OF VALLEY VENTURES, LLC, IN JUNE, 2013. ��' ,`'�� �F�
<br /> •• 5TAMPED 19414 L5 4816 IN WELL ,` y o
<br /> FOR CITY GEODETIC CONTROL POINT 18(REF A)
<br /> Qo •••--••• •••-••• October 02 2013
<br /> - F-� ...��...�-. M � *p DATED: � v► No. 8078 r.,
<br /> C",
<br /> ...--'...--...N 03011 11 W 3001 .38 I NGS BASIS OF BEARINGS
<br /> BASIS OF BEA
<br /> .� THE LINE HAVING A GRID BEARING NORTH 03011 ' 12" WEST SIGNED:
<br /> BETWEEN THE CITY OF TRACY GEODETIC CONTROL MONUMENT POINTS 18 AND SCOTT THOMAS DELAMARE L.S. 8078 co'
<br /> LINE LEGEND 2023 AS CALCULATED FROM THE DATA SHOWN ON THE RECORD OF SURVEY FILED or co
<br /> IN BOOK 36 OF SURVEYS AT PAGE 118, SAN JOAQUIN COUNTY RECORDS, WAS
<br /> FREEWAY 205 -...- BASIS OF BEARING TIE USED AS THE BASIS FOR ALL BEARINGS SHOWN ON THIS MAP. COORDINATES 41
<br /> S�Pe� CITY NONE TO SCALE SHOWN THEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE41
<br /> W (�F SUBJECT PARCELS SYSTEM, ZONE 3, NAD 83 (EPOCH 2004.0) AS SHOWN ON SAID SURVEY. COUNTY SURVEYOR ' S STATEMENT co
<br /> �N u, ? EXTERIOR BOUNDARY `�/O��,� E
<br /> >_ Of THE INVERSE OF THE MEAN OF THE COMBINED GRID FACTORS OF SAID I E
<br /> 0 o TRACY ------ SUBJECT PARCELS' THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE QMWEST GRANT INTERIOR PARCEL LINESPOINTS 18 AND 2023 (1.00006790461) WAS USED TO CONVERT FROM GRID TO PROFESSIONAL LAND SURVEYORS' ACT ;
<br /> LINE ROAD o o RIGHT-OF-WAY GROUND. SAID COMBINED FACTORS WERE OBTAINED FROM DANIEL W. ®N�p,s M. Fes.' 1.T
<br /> Q BUSTAMANTE THE SURVEYOR OF RECORD OF SAID SURVEY. 1
<br /> Q J 0 ---------- PARCEL LINE THIS lJ - DAY OF Oic-re7a a 20/
<br /> w x: ------------- OLD LOT LINE uC?r `o
<br /> Q o a EXTENSION LINE REFERENCES G�
<br /> 0
<br /> re
<br /> 0 °° r -� y SEE SHEET DETAIL INo. 26994} SITE M. MEASURED DISTANCE. ALL DISTANCES ARE MEASURED
<br /> >_ UNLESS OTHERWISE NOTED. THOMAS M. GAU, R.C.E. 26994, COUNTY SURVEYOR EXP 3-31-1()(5 '0 �' * DISTANCE CALCULATED FROM RECORD DATA AS NOTED. a,
<br /> 0 iiz
<br /> 0 ~ A. BOOK 36 OF SURVEYS, PAGE 118. �., �'�►
<br /> 1-205 BUSINESS = WEST 11th STREET NOTES B. BOOK 14 OF PARCEL MAPS, PAGE 193. Cn
<br /> WEST 11th STREET a ,,, OF CAL\
<br /> 1. THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE EXTERIOR BOUNDARY OF THE C. BOOK 23 OF PARCEL MAPS, PAGE 156. RECORDER ' S STATEMENT -- !�
<br /> or_
<br /> > > o SUBJECT PARCELS. D. BOOK 14 OF PARCEL MAPS, PAGE 51.
<br /> Q v Q o 2. ALL DISTANCES AND DIMENSIONS SHOWN ON THIS MAP ARE GROUND DISTANCES, IN FEET E. BOOK 13 OF PARCEL MAPS, PAGE 152. L
<br /> = J z AND DECIMALS THEREOF. TO CONVERT TO GRID DISTANCES MULTIPLY BY 0.999932100. F. BOOK 32 OF SURVEYS, PAGE 40. FILED THIS �� DAY OF f JO 20 , AT M.
<br /> 3. THE CENTERLINES OF BESSIE AVENUE, NORTH AND SOUTH OF EATON AVENUE, CONVERGE AT G. BOOK 5 OF SURVEYS, PAGE 83. o
<br /> 0 '- Cn THE SAME POINT LOCATED ON THE CENTERLINE OF EATON AVENUE. CREATING AN ANGLE IN BOOK2& OF SURVEYS AT PAGE AT THE REQUEST OF SCOTT T. DELAMARE.
<br /> w Q � H. MAP OF PARKER ACRES, BOOK 10 OF MAPS AND PLATS, PAGE 73. � M
<br /> WEST s v N POINT IN THE CENTERLINE OF BESSIE AVENUE AT THE INTERSECTION WITH THE I. BOOK 13 OF PARCEL MAPS, PAGE 77. ,
<br /> c Q C) CENTERLINE OF EATON AVENUE.
<br /> J. BOOK 19 OF PARCEL MAPS, PAGE 30. FEE: N
<br /> 4. THE AREA FOR THE ONE LEGAL PARCEL NORTH OF EATON AVENUE IS 114,223 SQUARE FEET, K. BOOK 30 OF SURVEYS, PAGE 94. o
<br /> F ROAD WEST SCHULTE ROAD 2.6222 ACRES. THE COMBINED AREA FOR ALL FOUR LEGAL PARCELS SOUTH OF
<br /> L. MAP OF LA BONITA PARK, BOOK 10 OF MAPS AND PLATS, PAGE 69. �
<br /> N.T.S. EATON AVENUE IS +/- 58,242 SQUARE FEET, 1.3371 ACRES. �kfxshd�& BY: 0
<br /> 5. SEE SHEET 1 FOR PROPERTY NORTH OF EATON AVENUE, SEE SHEET 2 FOR N. GRANT DEED, INSTISION 754. KENNETH W. BLAKEMORE /DEPOT REC R ER
<br /> PROPERTY SOUTH OF EATON AVENUE. P. ROSE DALE SUBDIVISION OF TRACY, BOOK 5 OF MAPS AND PLATS, PAGE 21• ASSESSOR-RECORDER-COUNTY CLERK
<br /> VICINITY MAP NOTE: ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS.
<br /> 1voT To SCALE DD Sheet No . 53C SHEET 1 OF 2 SHEETS
<br /> 2)OZ.b.
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