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<br /> REFERENCES :
<br /> MONUMENT COORDINATES : N 556329.59 TRACT NO. G I����
<br /> 1 R 1 I RA I NEt+'OOD, !'NIT I TR T NO. 2 1 OG , AS RFRECORDED I N 1� � �6 l l
<br /> BOOK OF MAP AND PLATS , \'O1, . ,v -_, PG . RF('ORDS OF N 557307.2!0 N554807. 34 StWM-9IONS OF SAN ./OAQt/rNf COUNTY
<br /> SAN JOAQUIN COUNTY . E !775554. l8 E 1"175161 .71 E1771289. 91
<br /> A 1 1, //VE
<br /> ffi-
<br /> ( R 2 ) RECORD OF St RVEY AS RECORDED I N ROOK OF MAPS AS O N 55730;77522 75 �7 N 156075. 31vo
<br /> SIR\'F:1' , V(�L. 29 , PG. l 5.`� , RF.COkDS OF' SAN .IOA4,tt'] .ti ('Ot1NT1' . F, t7 73225.82 E 1775/31 .G4 i
<br /> BASIS OF BEARINGS : O N 557067.9(0 08N 551oD54. 27 Rio IN v v OD
<br /> ------ ------- F, 1775210.27 E 1774.59. 33 UNIT NO.
<br /> CALIFORNIA COORDINATE S1 STFM . ZONE III , BEARING OF S . O N 55Co810.51 9O N 55(o3O4. 21
<br /> 2
<br /> 89 '09 ' 02" E BETWEEN MONUMENTS 2N-4 AtJD 4N-4 PER CITY OF GTO(-KTON E 1775193 .62 E /775488.57 �.•
<br /> SURVEY CONTROL MONI'MFNTS WAS USED AS THF BASIS OF BEING A PORTION OF THE NE• 1/4 OF
<br /> BEAR I NGS ON THIS MAP PER R . S . 28- 180 . ON 5565GS.Om N 554744,
<br /> O g� SECTION 14 T. 42 N. R. 6E. M D. B. a M.
<br /> 5 1 0
<br /> STATISTICS :
<br /> E 1775177.37 F 1775504.56 STOCKTON � 0 , CALIFORNIA
<br /> THE AREA WITHIN THE BOUNDARY OF THIS SUBDIVISION IS NOTE : ALI. DISTANCES SHOWN ARE TRUE GROUP DISTANCES UNLESS
<br /> I2.. 3T*5 ACRES , AND CONTAINS 55 LOTS . OTHFRWISF. NOTED. MULTIPLY TRIF GROUND DISTANCES BY A r,.
<br /> NOTES '
<br /> FACTOR OF.99999G�,04 TO OBTAIN' GRID DISTANCES . / HOMPSO - NYR LL ENGINE ERS
<br /> - - SGACE NOTE. EACH GoT Sy,4LL B� DES/�i/✓ED F�PAOED A�►�CJ Am1v - /0/6 /2M STREET IKODESTO CALIFORNIA
<br /> 1 . A 10 ' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG /"• 8O' �,/vED Jp V/ per ppq//VQ(�E NrTN�r CQv5IA/q r
<br /> ALL STREETS AS SHOWN O!v THIS MAP. - �.��_ lel ! i SIL E/'PD S!G)V OR D/24/r✓.4GE O/V Tb ADJACENT,moo k'7�'. 88M Z O!' 2
<br /> 2 . SET 4 ' WITNESS CORNER , ON LOT LINE PROJECTION FOR LOT ALL Lo7-5 AR6 %TD 4VA/N )r;fWRe1,e To VA17 UiYLE-(ly
<br /> CORNERS FACING A ROADWAY ( CHISELED + IN CONCRETE ) , UNLESS OTWF�.Pyf//5E SffOWAI �0
<br /> NOTED OTHERWISE.
<br /> 3. TN/5 11,4P TD rM Z-88 O/Srr/Cr 1),7r-Al COc.9rew 4'' EASr E'ER 51-4RYEy 4yb2
<br /> - - -- N o3.44'32'E "
<br /> (;/>y GStOGKfon RADIAL BEARINGS:
<br /> °� �� 7PJdb - - - - - - - - - - - - - - - - - - ._ i°�ci�c GdS .4nd �/GctriG GO. .- - - - -- - -- - - - - - - - - _ - - - _ � � - _ _._.
<br /> - _ _ _ . 5urvoy 60/�O/ Q N. 43°06' 01"E
<br /> , tib ---- -- - - - - - -- LOT ,q - - - - - - _ � �. - -
<br /> �1 O ''� �c7sG7n�nf frit s3G1�i1 �I53� °,� Morxr/r7f �N4
<br /> �I BrcP6.5 0/5k I/7 © N.05°39 ' 43"W
<br /> ti NA ��7& 225; O/?, 5✓c.Q Cork . �✓�//
<br /> NO3'44:3?E /056. 93 Q N. 54°25 ' 28"W
<br /> 2609BM/R/ 795. 5"
<br /> N Z7654•E 456.15'
<br /> N 51.03' 51.03' 51.03' 51.03' 51.03' 51.ap 51.03' 51.03' 51.03' 51.03' 51.OT 51.03' 51.0T 51.03' 51.01' .30.50' 29.5T 82.60' 90.00, 4 ® N.76-48 ' 48"E
<br /> M �,/ �• M�/ Ln !- 82.ar 11 IX 61.84 "\
<br /> JA%�i'T3 �%+3 J000/'r'3 A"..9� 7�' ��' � .� 5"� ..ct-(/94%t .��wV.9 - 099 �9 �� .gT �5 ,A>� 91 4 r
<br /> 'r1 5 .�Y
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<br /> - :.. �.•' .� .' :��: l .�:."� � g 6 ZA O ^ S 6 h N N 6 N �' N 6 N 6 r. /5776.74�,f'r t1-► �, B?re2.63 h,
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<br /> i C32 d�
<br /> 8 ao 0o ao ae ao �` .r i G T n © N. 20-42 ' 41"W
<br /> I I -51.03'- 51.03' 51.03' 51.03' 51.03' 51.03' ROY 51.03' 151.01' AW
<br /> S 1.0.1r 51.03 51.01' S 1.OT ROY S1.Q3' g 378 -ho G - �y - '�s/, 4CtG17 ' /ol3i� ,QqN 0 N. 35-36 ' 58"W
<br /> N 774 6.9' 5�� 003•`y 9 d 0� c� ►� G .�
<br /> ALMONDW000 LAIVE_ /Gbs25' _ N 5° �. �� 7© r1293�� o N.21 D9 26 W
<br /> /3?.615'M. !R/ - M - - - - - N�Se�'3?E /U.39'.. /8 '� '9 o. • ,
<br /> � 873./7 � . Vl�
<br /> 1 nt NO3°44:32 E 935./7 9 2 N. 59 2'1 16 W
<br /> y�e 5330.��s�� �g � 0 �� o
<br /> -\ 50.00' 50.00' 50.00' 50.001-- - 50.001 --- 50.00' 50.001-- 50.00' 50ar 50.00' 50.017 50.00' 50ar 5000' 50.00' 44.00' -_ ^ N 02'26'16'►I' N 03'44'31E � b4N OT4S'31�E f �`p � � S Oro'24' 21"W.
<br /> ' i` 3 3 3 3 3 3 3 e� 9 89 8.3.94
<br /> ?�i .hszeo. sf i2ti� 7 0 90.66'
<br /> 37 = gM .49 40 41 =-' g g g45� g4Gg47 "' g4 ng4r9^ g '.�= g5� � 8s?,�' 853�
<br /> 4� 4t3 4�
<br /> f'- m •` g * -- -- * -- * % a8 � 19 N 0344'3YE N o.I44'3?•F
<br /> .anf oasF aoo sa�a� s a>z sa�.0oz s aw ss v� sF sF sF sF ov 5,� sF ss��s.sl� ;�� 3990' 101.12' N N o3'44'32'E
<br /> sa�caz s�ao : saz�a� 5�
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<br /> O,T - -- ---- \
<br /> 7G 7. 00 M / 90.ar p O r `g508t 4� � b ^ S/O F S� Ali
<br /> N a-1144,92 E I 2 637.a►'� b`s� 5 4 0 100.00' a 101.7?' N N 03'44 3E N G/f� 0//'J!'fOC,("f0/�
<br /> M ar44 31'E �1ti S N i 102.00 d o ,5ur'u Con ro
<br /> N - ---- - ---- - - - - -- Nv 90.ar `Wv 03'44'.32 E= 13 tA
<br /> Sa 44'3YE� 1 5/00.7�05f o .� Mcrv. 2N-4 Br'eas
<br /> m -- --- O i H i N Wr44'31E
<br /> S5 `� ?5' 100.00' 101.72' ` i 102.00' 013A In cert. we'll
<br /> oo �5"4SF /3 $ �.
<br /> 3 3
<br /> W. Z :
<br /> ,3 - -- - -- Y _ ian oo /oi �2 a
<br /> Q j - - - - - -� - - - - - - �' 6 - oa�0�?E N.03°�4 3?"� 25/.7Z' 'y� 25 '
<br /> _. V M N00 /5 P8 N! 9.3OrM rP/ w o� -- - - _
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<br /> f/ N O/9 'it/G 51 (R-/ ,P-2)
<br /> 2 _238. 3/ , M A, ' _ 3 252oa'IV f R ' 4 eg?ao,- 5 - ?40.G?7' M. �t'-/ 6 5990` 12 = 1438.45 19g a 7
<br /> LE6ETiD: N 03° 44 J?E /036. 22' M f,P ' AVENUE •
<br /> LOR�'RA/NE _
<br /> R.S. RECORD OF SURVEY
<br /> • FOUND 3/4" IRON PIPE, TAGGED L.S. 4876, PER CURVE DATA: STREETS
<br /> CURVE DATA: LOTS
<br /> M k p - , UNLESS OTHERWISE NOTED.
<br /> ® FOUND 3/4" IRON PIPE IN MONUMENT BOX.
<br /> DELTA RADIUS ARC CHORD TANGENT CHORD MM. LOT IMTA RADIOS ARC C7101M TAMEM CHORD ERG.
<br /> O SET 3/4" x 30" 2/ 09.15 '35" 90.00' 14.54 ' 14. 53 ' 7. 29' N. 0°53 ' 16''W IRON PIPE, TAGGED L.S. 4876. LORRAINE AVENUE: 20 3fo'05' 47" GO.UO' 17.67' 37. 24 ' 11. 59' S. 12033 ' 50"W
<br /> 7°54 ' 16" 1438.45' 198. 45 ' 198. 29' 99. 38' N.07.41 ' 40"E
<br /> ®
<br /> /9 38 11 50 60.00 40.00 39. 26 20.78 S.49 44 3 W
<br /> TAGGED L.S. 4876. OAKWOOD COURT:
<br /> SET 3/4" x 30" IRON PIPE, IN MONUMENT BOX /e 34.09' 33" 60.00' 35.77' 35. 24' 18.4¢' S.85.55'20"W
<br /> 39021 ' '' 50.00' 34. 35' 33.69' 17.88' S.74'03 ' 47"W /7 6035145" 90.00, 10 36 10. 35 5. 19 N.800 17 47n M
<br /> �- SET 1/2" x 24" IRON PIPE, TAGGED L.S. 4876 AT 258042 ' 59" 47. 00' 212.23 ' 72.68 ' 57.30' S.03044 ' 3L"W /b 2*39 '58' 90.00, 4. 19' 4.19' 2.09 ' N.84°55 ' 29"W
<br /> ALL LOT-CORNERS, UNLC-515 oTHt=2W1sE NOTED. 39021 ' 29' 50.00' 34.35' 33.68' 17.88' S.66•34 ' 44" E 14 54 17 47.00 12.23 12. 19 6. 15 N.61 50 10 E
<br /> /p 39.21 ' 30 ' 50.00' 34.35' 33.68' 17.88' N.74.03 ' 47"E
<br /> P.U.E. PUBLIC UTILITY EASEMENT. ALMONDWOOD DRIVE! 9 48454. ' 47.00' 40.00' 38.80' 21. 30' S• 86019' 49"E
<br /> 9.15 '34" 90.00' 14.55' 14.53 ' 7. 29' S.81.37'48"E 8 48045 ' 4;" 47.00 40.00 38.80 21. 30 N- 57 -: 0g' VV
<br /> (S.J.C.R. ) SAN JOAQUIN COUNTY RECORDS. 108.31 '09" 60.00' 113.64 ' 97.40' 83.38' S.48.44 ' 32"W � 484544 47.00 40.00' 38.80 21.30 N• 11� 11 ;4aE
<br /> 9.15 '35" 90.00' 14.54 ' 14. 53 ' 7.23' N. 0"53 ' 16"w 48&45' 45" 47.00 40.00 38.80 21. 30 S.59 57 24 W
<br /> O CENTERLINE COORDINATE NO. 5 48*45 ' 44�� 47.00'40.00' 38. 80' 21. 30' N.71p16 ' 51"W
<br /> 21 29 50.00
<br /> ¢ 39 34.35 33. 68 17.88 S.66 34 44 E
<br /> Q RADIAL BEARINGS NO. "76*"--' NMW QTrbW4T/OM �/
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