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<br /> VON"
<br /> N?3'S5'26"E
<br /> BASIS OF BEARINGS N 80°06'57"E I / 406 ��2 50'WIDE DRAINAGE ES)U Nr,(.*22'Z9"E
<br /> ARBOR _ I,v L'wUE 3O.4U
<br /> BEARINGS SHOWN ON THIS SURVEY ARE BASED ON THE CITY OF TRACY PARCEL MAP • I 2.0`'2� OR VOL.32ro0 197
<br /> _ MODIFIED COORDINATE SYSTEM UTILIZING FOUND NGS MONUMENTS STAMPED ' II NZ3 i� NO-22'11"E
<br /> TI-2°= "TRACY 1934" AND "5483" (GPS 1) AS PUBLISHED IN THE FINAI. REPORT'
<br /> FOR THE CITY OF TRACY ENTITLED "GPS SURVEY MONUMENTATION AND BEING PORTIONS OF LOTS 25, 26, 35,36, 48, 49 & 58 OF ,P� I _ N0'22'11" E 2O5 - 30.11
<br /> `2 PROJECT SITE MODIFIED GRID CONSTRUCTION" PREPARED BY KENNEDY/JENKS/CllILTON IN f�'(�R� INTERSTATE //
<br /> JULY 19a�.
<br /> UNIT NO. 1 OF PESCADERO COLONY -- -- } I�.90 !25 ta.E 317.E -
<br /> d PE�CADtRO AVEwUE MAPS AND PLATS VOLUME 10, PAGE 44 l 2 �\ R= 95aO0 N825L80�3\w Iz� 23' 191.43_
<br /> 30'R O W FOR STREET L_
<br /> SAN JOAQUIN COUNTY RECORDS DEDICATION w1 I moo_ I°45'40" _._- --1f��
<br /> e` MAP REFERENCES = I \ `4.51
<br /> BEING A PORTION OF THE RANCHO EL PESCADERO I'-" W y1 I L- 29.47 N�4,-2 IFs° E 27.37 -
<br /> 4 R-1 RECORD OF SURVEY MAP (31 SURVEYS 20) tY >1 N NI-23 35'W
<br /> R-2 MAP OF PESCADERO COLONY UNIT NO. 1 AS SHOWN ON THE Q � N / I5'WIDEYELLOW FREIGHT
<br /> _ 433.32 R= 140. ---
<br /> GR4NT LINE ROw,° (VOLUME 10 OF MAPS AND PLATS, PAGE 44) RECORD OF SURVEY MAP FOR LOT LINE ADJUSTMENT PURPOSES ` U C) z ROADWAY ESMT. &_ /24"37'25""R=100.00 ) \00 547 MT.
<br /> R-3 PARCEL MAP (16 P.M. 46) L • 42.98 &=10'44'14" \
<br /> R-4 MAP OF SURVEY (23 SURVEYS 109) FILED IN BOOK 31 OF SURVEYS AT PAGE 20 Q l\ 90o�472G L-1874 / ss.37
<br /> VICINITY MAP R-5 STATE OF CALIFORNIA DIVISION OF HIGHWAY DISTRICT 10 STATE SAN JOAGIUIN COUNTY RECORDS ` _' 10' P,U.� I R- 100.00 � NroQo'22'29"I-
<br /> N.T.9. HIGHWAY MAP - INTERSTATE 205 DATED JUNE 12, 1972
<br /> CITY OF TRACY SAN JOAQUIN COUNTY CALIFORNIA ` 9�947213 j & - 82'48A4o•(TOT^ L) PARCEL 4
<br /> LEG Ll L • 144,53 (TOTA
<br /> SCALE I" = 200' OCTOBER, 1990 ..�... � PARCEL 3
<br /> FOUND STANDARD CI'T'Y MONUMENT /� -_ 10
<br /> O SET 5/8" REBAR 6 CAP, L.S. 5182 ALTAMONT LAND SURVEYORS INC. DETAIL A ` 1N
<br /> ( ) RECORD DATA N
<br /> PLEASANTON, CALIFORNIA I" = 100'
<br /> • FOUND AS NOTED
<br /> ■ FOUND CONC MONUMENT PER R-5 I N
<br /> SNF SEARCHED FOR NOT FOUND
<br /> N0'22'II"E 1320.06 J
<br /> (1320.00 PER R-2) 1 FD. V4"IRON PIPE
<br /> / (PER/4 2)1.2 DEEP ui Z ` /
<br /> 05 17-( 14 18 Q J FD. V IRON PIPE
<br /> ° � __ FD. 3/4" IRON PIPE J / DETAIL 8
<br /> NO 22'11"E 15 i9 __(PER R-2) 1.2 DEEP /
<br /> 3035.61 -- -BIZ 20 °
<br /> " = I O'
<br /> (3035.00 PER R-2) 00 PER R-2)
<br /> 0. O
<br /> - - - -- -- - -T - �O, N 69°36'08'W -- Go60. 1 9- ((0 co 0.
<br /> -
<br /> N 89 38'06"W 3301.67 3300
<br /> 1320.3 (1320.00) ARBOR AVENUE
<br /> ( (P ) --
<br /> 0.�6 (PER R-2) I ERR 2
<br /> NO°22'I I"E '� .'_;5 `i� :'[ {c� +,'.:';� l ,; (: tC i.
<br /> $3.35 N Q P i r ': _FD. 3/a" IRON PIPE p N n,
<br /> PARCEL R y.. (PER R-2) 1.4 DEEP c oo J °
<br /> NO°22'11"E ; C ES ui
<br /> �I '
<br /> 84.60 � ' FD. I" IRON PIPE ` a'
<br /> � � W, N49 40'63'W
<br /> 0.11 /ANO TAG��, p,pg N $9'37'56" W LOT LINE - UNIT NO i PESGADERO COLO t' (3939626PEP'
<br /> R
<br /> � 312.0 B _,.-•-Tdoomr -- T ---
<br /> 30'RIGHT OF WAY FOR 012 30.00 ly 2. �, 77 7 N 69 97; O jW / �� / r
<br /> ,2, ,6,9.50
<br /> 7777
<br /> STREET DEDICATION N , 4� " VOL .
<br /> / Q
<br /> 27
<br /> �� TAT S - ABUTTERS RIGHT ro0 PGNi9 1�E0``�O \`3931 X00 INLY. LINE PCL. I) ( Q R �/ O l", . 32 60 PG, I :J� , N 891°03'42"E N I\ N49'40'S3"W
<br /> EXIST , 'yVl E \ _ 30.03 �Efks PER ORVOL: 32 7 & --S72°02' 12"E GIO.07 TIE 356.93
<br /> ROADWAY ESMT. I N 85'25'18"E 5EE"/JAR BK 3479 PG. 427 -
<br /> �� I1 N 87'S6'38"E 7 7.07 - DETAIL 'B"
<br /> Lo
<br /> CL N7600g06 p2'00"E \ �/ N� 17.Cob/�� � � � 9,°�8' �W � 6�96� _l � 4 / �_5NF d
<br /> • , , . - ---- --- -- - -
<br /> N��• n � lCo4 -- ,:
<br /> N89'3�'30" E 91x15 N69'2�o'27"W 1131.39 - ---
<br /> �'� N'� N 680 21' 10"E- 1010.54 29 .1 E
<br /> ----V � -
<br /> F - \ 17'53 --c.
<br /> ---- r N$2` R- 100.00 15' WIDE Y LLOIJ
<br /> 82'48'40"
<br /> 1- ` 22 -311.97 FREIGHTC ANNELESMT O
<br /> Z Ntd N 60'08'57"E �� i / 1 L° 14 .53 90026647 ^ N
<br /> SS RS�F 1�130.48 co52�Co Q, �� R= 38000 I /' --
<br /> 6 l / 6„�I ��5`' / L= 6"22'2 6" I N
<br /> .� N'(3°55 2 �\ L- 5 6 42 / I O
<br /> ( 172.6 2
<br /> 5 �
<br /> 145•'zb ` 573'55'26"W R= 82.00 rl i9
<br /> j \ 31.50 Lz 98'04'1211 dj d N
<br /> I6'04'34" W L= 140.35 o I
<br /> Ir SEE DETAIL "A " _
<br /> WIDE ACCESS___j
<br /> Oo, 1 EXIST 30'WIDE ESMT. 90094727
<br /> 1 12ROADWAY ESMT `9 _ 12'WIDE ACCESS ESMT. -
<br /> NO°22'11"E r- CITY OF TRPCY 90094727 (�� •=
<br /> 30. RIGHT OF WAY FOR STORM DRAIN CHANNEL m LI- �3.
<br /> STREET DEDICATION a0 RIGHT OF WAY 90 094725 I co (:. :i-
<br /> lo' P U E, PARCEL 2 PARCEL _ 3 ( PARCEL 4r 01 W
<br /> 90 09472$ /� W 6.608 1, AC. 17.902 f AC. 21.2AN
<br /> 32 t C.
<br /> �I• I N 1' 23'35"W WI
<br /> co
<br /> FD. 5/b 11 REBAR IN - 433 32 0
<br /> N
<br /> NO TAG b __, O
<br /> 0.04 N.OF: T
<br /> vt Z w 0 MAC AR DRIVE Ni Ii�
<br /> E OF 90 09472ro _ N - ;<• z
<br /> S.N.F N o N
<br /> MAC, Aks'HUR DR. .... N Z
<br /> 247.310.1
<br /> �I \ I O E. R= 177.00
<br /> N "W EXIT0WIDE30,00 4 Z2 9 I&_ ' ' � ROADWAY E5MT.N89'37'44'W w D
<br /> '
<br /> _ O L. 13.71
<br /> n t' Z :'�� • - - 8 � FD. 5/9" REBAR ,NO TAG :I 30' RIGHT OF WAY FOR ,
<br /> 17.('09 _- C) N LDIN , �0.171-.OF I� N4'48'21"E \ STREET DEDICATION FIS. �1, PIPE
<br /> FD. 3/4"IRON PIPE
<br /> N 69'37'44"W f' _ _ i 15`37'44"W
<br /> N b N , 30.12 N. OF PESCADERO AVE. 93 21 _ i 5574 �� (A�Q R 2)LI DEEP (PER R 2)LS DEEP
<br /> 0.lA I z �� � 1 3000-� i (1320.00
<br /> -----___i-- -17748
<br /> - -- - - -- - - ---- - - - - --
<br /> N 6e'37,44,1Y1 I9o4;.1_2_ - 439.39 0.12 660.1 9 (ror00.00 PER R 2) i PER R 2
<br /> }O 295.00 N 89'97'44"W 1906. 44 _ roro0.19 (GGO.000 PER R_2) 1320.34
<br /> 1980.49
<br /> 0.61 -30001 -- i -- `-S.N.F. (1980.00 PER R 2)11
<br /> PESCAD ERO AVENUE ( COO*)
<br /> ,
<br /> N FD. 3/4"IRON PIPE -i ,r c� FD. 2X2 HU5 �+ FD.5/4" IRON PIPE�
<br /> IY (PER R-2) 1.2 DEEP r- CC' r� 10 / iY; (PER R•2)1.5 DEEP
<br /> 8.00 WIDE EASEMENT
<br /> 30
<br /> ' RIGHT OF WAY FOR
<br /> FOR IRRIGATION SUPPLY STREET DEDICATION
<br /> LINE APPURTENANT TO '
<br /> y THIS PARCEL MAP ;, C) C; FD. 3/4" IRON PIPE (PER REF. VO.2)
<br /> N N PER O.R. 308 68 1'2.15 DEEP _1 _1 i FD. R.R.SPIKE
<br /> .� AT SEC, GOR.
<br /> -:'
<br /> N89'S4'29"W0.26
<br /> I � RANCHO LINE -
<br /> S73.S2 3403.02
<br /> N 89' 34'29" W 1520.1 t (1320.00 PER R
<br /> -----
<br /> GRANT LINE ROAD 22
<br /> o
<br /> iio
<br /> N Q
<br /> JOB NO. 100175 V SHEET 2 OF 3 SHEETS
<br /> `-
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