MAPS AND PLATS 29-087 - Laserfiche WebLink

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LINE ------ BEARING --- UISTAt�E CURVE - AHC - - DELTA FUDIUS CNOHD LENGTH CNUHD 8EAk1N- TAN LENGIN " \�'1S 1 () _ _. _ _-- ST MAIN STREE 1 �x� L2 S 65 48 14' W 50.00 C f_ 134.01 109 41 2_f" 7_0.00 114.46 _S f 0 57 34' M 99.40 S ! Ol I{ 1 L R [ L3 S 43'53'07' E 50.00 C2 468.56 - 34 51 56' - ---770.00 -- 46136 S 16 12 58' E 241.79 M I r11(h {: ' ' C5 4f 20 7 1155 0.00 8 S 44'23'30' 103. E 17 L4 S i1 21'f0 W 50.00 3 136.4 I _ - --_-._-- ---_�- -- .. �•:�:C-•,: _-- -^ ---� - " .,^_ 5/��!'%S"E - /1 \ . L5 S 79 45'49 M 50.00 C4 _ 24.00 _ 5 05'31 _ 270.00 _ _ 24.00 _ N i f9 49. W 12 Of_ C) Z l6 S 44'23'30 C5 15/53 ow"W Ap9AMZ2 iD 77 ' E 28.58 _ 0 TRACT 2123 L8 S 45'36'30' W 27.98 C6 123.51 26'12'368 -_ 270.00 122.44 S ]1'53'f 8' E 62.86_ l 7 U N:i U)_ • • ) .J 1 VI,) . L9 S 44'23'30' E 28.58 C7 30.05 _ _ 34'26'15 _ 50.00 _ 29.60 _S 7?'46'53 E 15.50 - �- `-- - C8 204,14 - 248'52'31' _ 47.00 77.53 ;mllrs� -_. j f SAN JOAQUIN COUNTY (� L f0 5 4536'30' W 27.98 ---___-- - _-- -- _ __._--_--_ _ _ , `_--- W .98 C9 30.05 _ 3_4'26'16_' 50.00 2_9.60 N 72'46'52' E 15.50 RIP ON BLUFFS, L11 �S 4'4'23'300 E 27.98 C]0 159.42 -_11'00'1B' - 8_30.00 - 159.18 S_ 4'17'09' E_ 79.96 9 iyl L12 S 45'36'30' W 27.98 �___ _._._,__ -__.-_.._ C]1- 30.05 -- 34'26'15' 50.00 29.60 �S 85'56 3f' E ..__ f5 50 -� � `f � l 13 S 44 23'30 E 28.58 - - - -- ------- 9'*-E- - - -- - '�� z O _.___ _--___ _ -.- -___ __ � 4 PRO J E C T i _ __.._ _ ��__ C 12 204.15_ 248'52'31' 47.00 77.53 S 13'09 39' E U5 S 33 3f 31 W 27.44 --- _ _..-____ __. _ -___�___ - -�" --: -- - C13 - 30.05 -_-_ 34'26'15--- -- 50.00 29.60 S 59'37'14 W - 15 50 F Y , UNIT N0. Lf8 �S 59 50 49- E 21.44 - ---_-__ _____ _ __ _. .- _. _._ �' BEING A SUBDIVISION OF -7.4 - T,f9 S 10'57'34' W 28.09 C14 247.94 17'06'57 830.00 247.0? S 25'05'27 E 124.90 C E� !J C15 29.99 5 43'36 300.00 29.97 S 1'38'48 E ]5.0] C C--) C16 137.52 26'15'51' 300.00 136.32 S 11'54'57' E 69.99 -- ___ C f 7 - -200.75 -- 14'22'39' J 800.00 200.22 - S 5*58'f 9' E - 100.90 1- A PORTION 0 F SECTION 2 9 L32 - S 79'45'49' M 18.13 - _ _ .__- -- _ _-- _ ---- --- - -_-- ------ - _ ----------- CIO 60.99 10'35'21 330.00 60.90 S 16_'59'37 E 30.58 l34 S 79 45'49' W _ 31 H7 C C19 -56.99 ---- 9 53'44' ---330.00 -56.92 --S 6'45 05' E 28.57 7i r' T 2 S . , R g L_ , M D B M L48 S 65 4B f4' W 8.39 -_ __- �. __. • _ _ G -_ --- C20 17.40 3 0f 13 330.00 17.39 S 0'17 37 E 8.70 G L49 S 55 34'03' W 14.59 _- ------ ------ - -------- ------- - -- --- -- -- - --� __ __ -_ -___ _ ______ C21 3f.f9 6'37'09' 270.00 31.18 S 2 05 35' E 15.61 CITY 0 F RIPJOAQUIN COUNTY L5o S 65 4d ]4' W 41.61 z, - -- _.__ _ _ _. _ .._ , ___ _._._..___ __ • __ �y � RIPON ,, SAN �_ -_ _ C22 6 66 0'27'36 830.00 6.66 S 33 25 08 E 3 33 L53 - S_21 35'-25*. W 45.15 C23 80.00 5'31'21' 830.00 79.97 S 30'25'40' E 40.03 CALIFORNIA C24 - -80 00 -5'31'21 830.00 - -79.97 -- S 24 54 19' E 40.03 0 C251.50 1'43'0' 50.00 1.50 N 75 58'46' E .75 y.. C26 81.28 -. 5'36'39':_ _ B30.00 ---_81_25 '--S 19`20,19,,E _40.67 (', SCALE 1 = 100 ' JANUARY, 1989 m C?7 37.16 45 18'09' 47.00 36.20 S 65'03'10' W 19.61 C28 28.55 32 43'05' 50.00 28.17 S 58'45'39' W 14.66 C29 42.09 51 18'37' 47.00 40.70 S 66'38'270 E 22.5.1 C30 43.67 53 14 13' 47.00 42.12 S 14'22'02* E 23.55 tiJ ^) C31 42.09 51'18'37' 47.00 40.70 5 37 54 23' W 22,57 ' (� C32 39.14 - 47'42'55' 47.00 38.02 S 87'25'09' W 20.79 C33 81.28 5'36'39' 830.00 81.25 S 6'58'59' E 40.67 - C3478.14 5'23'39' 830.00 78.11 S_1'28'50' E 39.10 C_35-- 25.89 --_31*-33'58-'------4-7.0-0- -25_57 _S 71'_20'43` N - --- 13.28 VICINITY M A P C36 -_49.27 - 60'04'4' _ 47.00 47.05 S 62"50'15' E _ 27.17 NOT TO SCALE C37 46,375631'54' 47.00 44.52 S 4'32'15' E -25.27 - ----------50.491-- -. __ - - - -- --- -------- ---- --- --- ---- C38 61'33'07' 47..00 48.10 S 54'30'16' M 27.99- C39 32.12 39'09'26' 47.00 31.50 S 75'08'28' E 16.72 C40 22 83 18'41'12' 70.00 22.73 S 89'06'26' W 11.52 C41 68.62 56'10'/0' 70.00 65.91 S 16'37'55' E 37.35 C42 1 42 1'37'38' 50.00' 1.42 N 77'39'10' El. .71' C43 44.11 3'16'56 770.00 44.10 S 0'25'28' E 22.06 NOTES : C44 90.00 6'41'49' 770.00 89.95 S 5'24'50' E 45.05 -- _ --- -_-- __-- __- -- .----._ -- 1 . BASIS U F BEAR 1.N G S . U 1 °1 3"U U" W . N'U R 1'1 t E EAST L 1 N l: U L C_45_ _ 85.00_ 6_'19'29' 770.00 84.96 S 1]'55'29' E 42.54 - VAN VELDHUIZEN 'TRACT AS SHOWN ON M&P 11 -91 FILED FOR C46 _ _85_.00 6'19'.9d 770.00 84.96 S W14'59' E _ _ _ 42.54 C47 91.83 650'00' 770.00 91.78 S 2449'44' E 45.97 RECORD 1N SAN JOAQUIN COUNTY RECORDS . C48 52.62 3'54'54' 770.00 52.60 S 31'41'29' E 26.32 C49 17.40 14'14'30' 70.00 17.35 S 36'45'52' E 8.74 2 MONUMENTS : C5060.00 49'06'38' 70.00 58.18 S 5'05'18' E 31.98 --- -.----_.---- . ------..._ __... __. _. �►- C51 56.61 46'20'13, 70.00 55.08 S 42'38'08' W 29.96 INDICATES MONUMENTFOUND AS NO. E'D. C5225.00 20'27'46' 70.00 24.87 S 71'19'05' E 12.63 C53 20.00 16'22'12-_ _.---__._-- . _ . . .__70.00 -____ _19.93 S .52- 54 '- ' -_ _.06'. E_ _10.07 INDICATES MONUMENT SET , 3/4" X 30"P ' C54 92.32 19'35'27' 270.00 91.87 S 15'11'53' E 46.61 ---- - ------- --- --- --- -- -- ---- ----- -- IRON PIPE TAGGED K.C.E . 22918 . C55 35.96 614'39' 330.00 35.95 S 1'54'20' E 18.00 C56 20.00 1'29'18' 770.00 20.00 N 28'59'23' W 10.00 _ _. , .�4, _ _ -- INDICATES SET 3/4" X '3O" IKON PIPE 'TAGGED K .C . E . 22918 C67 ?RG9 1t 41' �� sD.Ao ?/Z4 �Y6l�'v�!?'" /!7C 1N MONUMENT BOX. C59 16 f5 248 f2' 330.00 16.14 S 23'41'24' E 8.07 3 . ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. 4 . 'PULS SUBDIVISION CONTAINS 7S LU'I'S ON 45 . 7U% ACRES . CURVE LINE DATA FOR SHEET NO. 5 5 . LEGEND : C.U .E .- CORPS . UN ENGINEERS RS - RECORD OF SURVEY , BOOK 6 PAGE , SAN JOAQUIN COUNTY RECORDS YM - PARCEL MAP , BOOK 6 PAGE , SAN JOAQUIN COUNTY RECORDS . M&P - MAPS & PLATS , VOL,.. 6 PAGE , SAN JOAQUIN COUNTY RECORDS . C4 - REFER TO CURVE DATA TABLE . L5 - REFER TO LINE DATA TABLE . O - RECORD DATA B.O.B. - 6ASIS OF BEARINGS U.R. - OFFICIAL RECORDS , BOOK 6 PAGE , SAN JOAQUIN COUNTY RECORDS . I.N. - INSTRUMENT NUMBER (M) MEASURED RLC Associates- Ui 6. REAR LUT CORNERS WILL BE MONUME'NTLI) WITH 3/4" X 24" IRON PIPES TAGGED Consulting Civil Engineers R.C.E. 22918. 903 W . Center St . Suite 2 7 . FRONT LUT CORNERS WILL BE CUISLL•'D CROSS ON THE SIDEWALK ON A 5" OFFSET Manteca California VV (209) 239-8007 1 SHEET 4 OF 5