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✓ ✓ ✓ �.". <br /> PORTION OF THE "NORTHERLY RADIAL BEARINGS <br /> FIXED AGREED BOUNDARY LINE." SOUTH LINE w LINE DIRECTION LINE DIRECTION <br /> PER I.N. 90071574 I.N. 95037728 N- _ R1 N72 20'0 W R22 N31 01 '56 E <br /> l `t 00 R.S. 30-`179 <br /> R2 S24 59'2 E R23 S5202 5--'50 w <br /> RECLAMATION D1�TR1CT 2014 o�� 0 6'42"E - - - - - - DISTRICT 2p74 t.EVEE R4 N80 18'49 E R24 S00 13'1 5 W <br /> I.N. 89050706 �c I.N. 95037728 z _ N81 5 REStRiCTION AND <br /> N84°42'53 E - 51.55 40 RECIAMATI B)I�DIN� 8g050706 S53 34'3 E R25 S0604 1 '12 W <br /> R.S. 30-179 ° " N86040'02"E 46.36' PER I.N. _ R5 S87 18.33 W R26 N08 45'56 E <br /> N89 11 16 E 172.41 101.82 _ 45.83 MAINTENANCE, NT <br /> N86°31'43"E 210.66 38 68 39.45, CCESS EASEME S38 25 4 E R27 S11".50'35"W <br /> 45.03' 3.19' 45.00' 45.00' 45.00' 25.E 45.02' 3�68' 6.43' 5.72 - - A 1709 R7 S00 14'04 W R28 001'- R29 N14013'29"E <br /> 11.84' <br /> 19.45' - - - - - - - � - 1708 Rg N00 30'0 E R30 S24 05,44 W <br /> 1707 N29 37 29 E <br /> �n V R 10 S82 57'36' W R31 S35 51 i,3 W " <br /> - - - - - - - - wN � ^ r-�N O �� �0 003 p N3 p �N -- <br /> (D� 3 pN R11 S71 011 E R32 N11 1206 E <br /> tp � c} v M v N _ N ,_ N N O vs ,,� O V► a, N' N R12 S43 OS 0 E R33 N33 56 39 E <br /> r- r' N � � to r-- N to t0 04 tD e) CO to N to '4 N N r7 N t,4 0) M <br /> tp t0 tD r\ cO Lo to 00 0 co o N N ►o iV cD f; _ r� �y rn c� <br /> 13 S42 40 4 W R34 N 19008'34"E <br /> Z ca N N N� NN N� _ �` N N 3 N N N � o N -1N a0,' R14 S29 33'2 W R35 N29 42'27"E <br /> ,1 _ co N N. 3 00 3 rn _3 - 3 3 ° t o_ d co 8 Q o_ <br /> to R15 S23 45'0 W R36 S26"68'50 w <br /> 0 N '�' CO `�' `° `� cO 04 4 _`4 N N o o z �"� 0 R 16 S41 16'0 E R37 N52016'1 3 E <br /> O N N N `� ZD cD 04 Ellzo z z `0 z 1-706 EXISTING P.G.&E. ELECTRIC R17 SO 40'O2' W R38 N40 03'4 W <br /> t- <br /> ,Q N N N N TRANSMISSION EASEMENT O.R. <br /> ° 0 ° 0v- 9.98' C39 °� `�1 3267-94 TO BE ABANDONED R18 N07053'1! E R39 N20054'1 9 E <br /> = Z 10' P.U.E. o 0 0 0 o z z 7 97' �' �° �' R 19 S46057-'31 W R40 N30024'1 5 E <br /> Z �- z _ _z z z z 37 C,3�"��`� gh ,� BY SEPARATE INSTRUMENT <br /> _ 33 \ `- e' \ F - SUBSEQUENT TO THE FILING R20 S3 14'0 E R41 539 52'56 w <br /> F- F- - - - - - - - - - 45.00' 45.00' 45.60' 45.00' 45.00' 4500' 40 41 34'» C� 07, (�. R <br /> Z W ° ° 24 E ^ v\ hq,�0 �- OF THIS MAP R21 N 19054' W R42 N 1 r43'20'-'W <br /> 2702 (SEE NOTE N0. 5) S88 33 38"W ;.> > > 574.38' MARSHWOOD COURT N78 OS nv����8 °�3•E � <br /> bf <br /> 0 = _4.182 AC._ ^__ _ _ N88°33_'38"E _ 390.89' _ �`' _ ° 2.00 N88°33'38"E 274.49' `�' 2702 2t �'�, N� 9$�rk°� M r- 1705 <br /> U » MARSHWOOD LANE ° <br /> ,Q ti r7 <br /> N88 33 38 E 353.18 �� R4 N o N �I W UI 2603 r (1J <br /> w W _45.00 - 31 .00 , = 4 73 sq-ft. <br /> 35.00 45.00 45.00 70.72 cn 1,¢ 3 CENTERLINE MONUMENT COORDINATES GRID <br /> - - - - - - - - - _ - - - - - - - -1 <br /> 0 N - - - - - - - - - - 10 P.U.E. 3 3 C881 19' 233 C23 3 w 3' P.0 E 0 2593 C241- o N� 09.1 1' M W Q NO. NORTHING (Y)1 I <br /> ,� ,� d - I 4 N co I ,^ 1704 ) 2184370.12 6315070.79 <br /> N - � I ��I ' 14 - r- '�' �_ o ,423 sq.ft. � o Z <br /> O 0o N co tp N cD tf) c�01 O v N cD cD N a io I et 2 602 N 2 2184588.20 6315146.56 <br /> t0 �o N cp I- r; ' rn V - �rn `� N�? cn c�JtD o C 5 °�3 0 4 300 s ft. co U <br /> h cn ca 3 2184554.19 6315211.65 <br /> N Lo N Ln W cD N rn `�' �I o N 600 �0 N^ N88 33 38",E o'f,,I z C34 ' q' }-. 4 2184522.26 6315255.54 <br /> tp N tp N N M apo ° a' No I`n '_I r N �No o a �y�n o Q, ccs 90.64 R5 Z o 3 2.47' <br /> N N N r\ ca 1 r. ►-� ,.� r a4 9 5.56 3 C) <br /> o �'� o Ir. o o C26 o " rn 5 2184488.25 6315320.62 <br /> z .q- z �' 3 3, z 1 't z �r Z Z 2 5 9 4 / �" N 86 51 58 E N Z <br /> N88°33 8"E 373.62' 14.380 s f Mo �- 0 2601 1703 6 2184474.27 6315360.90 <br /> 23 C22 R3 S 8°38'33"E q' r ' I o o W <br /> 45.00' 50.00' N 149.02' 45.00' 45.05' S� 0(R, C2� z o� of 4,300 sq.ft. 0tri o � I 7 2184567.83 6315439.02 <br /> 1 12.33' w tD c°' Z C21 94.02' 6 4` f0y R6 , a,o �1 ° '4. 0 Q N 8 2184656.26 6315527.15 <br /> Io0 N°N'� - :�\ N88°33'38"E cin w 8.06, E 22 z N86 51 58"E o = l� 9 2184789.35 6315768.32 <br /> �0 2664 a IN o Zj- tr �,, 2589 �, 2595 23 ° 0 25, 95.56 z C) Ld a: 2184981.04 6315763.50 <br /> Z z o C28 1702 <br /> h > 7,438 s ft. 1'n �� �� 4,347 sq.ft. A Q' 4.785 sq.ft. I 0.00 7.30 <br /> 0-1 �6' �p r, q o w 20 " 0 23.49' /C33 2600 �' <br /> cy (rj 6, 6, W gyp, 19'' °' N84°43'54 E R o g' N86 51 58' E z 2184983.03 6315763.45 <br /> R21 C87 0 5 5,895 sq.ft. "� 2184973.22 6315372.71 <br /> I 87.28 0 �0,20"E�C29.\ 4.00' / S630 � }-- 2184974.67 6315088.53 <br /> O C86, ' 9 ° /C 19 2 58 8 c o N7�°47 14` �C32 0�2 t11 2184975.90 6314849.12 <br /> to �E s? / 5,260 sq.ft.Joo 2596 ��O' C30 of C31 Zr' gyp• ,�49• FR 1701 2184932.39 6314848.58 <br /> 0�%R42 / S66op9, �� 6,126 sq.ft. W l o'o .o Q 2184903.93 6314$49.85 <br /> 51 05��1 g"E /C 18 48"F �;to �- Q` �t _ O� •G Ld 2184642.42 6314876.50 <br /> S ��� ao• N7 a Sy�s� s.X61 R $ N 01 F 2599 0 2184622.43 6314934.08 <br /> TO `L i 0�� /r'v! 29 16.60' s 2587 ^� 2597 ON 1 �i 8,656 sq.ft. c. L 2184609.66 6314993.13 <br /> N o0 co 2598 r- 1700 2184600.97 6315087.51 <br /> C16 '� `96,� 6,768 sq.ft. taw 6,740 sq.ft.o q 2184987.93 6316037.90 <br /> `r° ���� oma-�'' U'co �� 5.03' z 5,336 s f t. -� <br /> t^ �� \ i 0�'� �P' C 14 a 'C, tr 0 cP F N Q <br /> 2184842.73 6316045.85 <br /> _ D�\ (; �/ '� pG J, x, s0 �,�� o, s ,Q ,w 10.20 51.85 87.56 75.72 Q 2184841.63 6316025.88 <br /> `L'S ��. , �g2 ` �° -`s-'�tS` -' D� �' 9 4.29 3'S2, 57.81' ° N884 .6 ° 6'1 9"E 215.13' r <br /> el 1 2184825.71 6315087.77 <br /> 6:s �� 3 "E N86 10 10 E 1099 <br /> p �2�3� 30 38 57.81» N80°3625 41.55' 2184825.60 6315109.77 <br /> p A 002'40 W 2184751.03 6315362.79 <br /> h / 1 ° P �� � � <" � � � 575 1694 1095 1090 109-1 <br /> 2184729.23 6315359.85 <br /> N ��� , Q J�. cis �� 36 fig. 8� 9�1;1 <br /> N69028'54"E 1692 1093 2184593.38 6314881.49 <br /> 8 <br /> Q / <br /> �p g 0 50 57.81' 1698 2184595.61 6314903.38 <br /> Z NIS,/per i r' N6� 1690 1691 2184441.98 6315333.94 <br /> 1 <br /> 2184456.08 L 6315317.05 <br /> a o � �9 P� � � ���, 16x9 <br /> 1790 <br /> = Z o ?s610 <br /> a 1688 CHASE CIRCLE <br /> 8�, o NO N <br /> Z w <br /> _ �9 = 1744 TRACT NO. 2688 <br /> UNU lr <br /> Def, W �� r'S 1686 17U5 1764 SUBDIVISIONS <br /> OF <br /> SAN JOAQUIN COUNTY <br /> C) � 1760 (n SCALE: 1"=60' BROCKME O <br /> . 25 <br /> 17l�5 BEING A PORTION OF SECTION 30, T. 2 N.,1685 1707 O R. 6 E., M.D.B. & M., CITY OF STOCKTON, <br /> 1708 U SAN JOAQUIN COUNTY, CALIFORNIA <br /> 1684 r- SIEGFRIED ENGINEERING Inc. <br /> 1788 NOTE: �E� n <br /> E3»d W�l"-::) 1 Dr EZ51)TATD5), UNIT N n. 24 C7 1• SEE SHEET NO. 3 FOR CURVE DATA, <br /> NOTES, LEGEND, <br /> 1683 <br /> MONUMENTS FOUND/SET AND BASIS OF BEARINGS. STOCKTON, CALIFORNIA JULY 1997 <br /> � <br /> c <br /> M. & P. 32 - 79 SHEET 6 OF 6 <br /> /-97803 <br />