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023 irr' c*0 <br /> REFERENCES: LEGEND. <br /> (R1) SAN JOAQUIN COUNTY SURVEY NO. 4996 -•- FOUND AND ACCEPTED MONUMENT AS NOTED FD. MONUMENT DESCRIF'T10N <br /> (R2) R.S. 4-1 --a- SET 3/4" X 24" IRON PIPE, TAGGED L.S. 6953 SEE SHEET 3 OF 4 FOR MONUMENT DESCRIP77ONS <br /> (R3) R.S. 6-23 R.S. RECORD OF SURVEY PARCEL MAP <br /> (R4) R.S 6-114 LN. INSTRUMENT NUMBER NOTES: /� <br /> (R5) R.S. 6-121 I.P. IRON PIPE BEING` A PORWN OF SECTIONS 14, 15t ANIS 16 <br /> (R6) R.S. 9-146 SEE SHEET 2 OF 4 FOR BASIS OF BEARINGS. �* <br /> (R) RADIAL BEARING SEE SHEET 3 OF 4 FOR NI7ES. 7. I Ss R. 6 Ej, M. & M <br /> (R7) R.S. 12-197 P.M. PARCEL MAP <br /> (R8) R.S 19-131 s <br /> R9 It S. 30-173 M.&P. MAPS AND PLAT'S JQAQUIN C'IIINTY C,AUFORN <br /> (R9) (M) MEASURED ON THIS SURVEY 1 "` �'�// /'��/ <br /> (R10) R.S. 31-86 � R T I/ OMMO �-HYSELL EAGNEER <br /> D.R. OFFICIAL RECORDS CURVE` DELTA _RADIUS LENGTH CHORD CH. BEARING" <br /> (R11) P.M. 9-125 R/W RIGHT-OF-WAX 1 00'47'13" 9970.70' 136.98' 136.94' N 1028'56'E A DMSION OF THE KEITH COMPANIES <br /> (R12) STATE HIGHWAY MAP, CALIFORNIA DEPARTMENT OF SF.N. SEARCHED FOUND NOTHING 2 00"47'13' 1070' 137.36'' 137.36 N 107856"E <br /> TRANSPORTATION; DISTRICT 10, SAN JOAQUIN COUNTY, 3 0071`05" 2001!14' 6.45` 6.45' N 0959'47 E �0� 12th Jr ��.�JT�, �4LIf�?RN�fA <br /> ROUTE 5, POST MILE 16.6 & 17.3, SHEETS NO 13 & 14 OF 14. COR 1 SEE FOUND MONUMENT DESCRIPTION <br /> (R13) STATE HIGHWAY MAP, CALIFORNIA DEPARTMENT OF Q CURVE TABLE REFERENCE DECEMBER, 200 <br /> 7RANSPORTA770N, DISTRICT 10, SAN JOAQUIN COUNTY, UNE TABLE REFERENCE <br /> ROUTE' 5, POST MILE 17.8 - 24.1, SHEET NO. 3 OF 22. - CITY LIMIT LINE <br /> (R14) SAN JOAQUIN COUNTY FIELD BOOK 640, PAGES 66-68. N=2150130.108 J ( I \ <br /> E=6329875.750 CALIF. COORDINATES-83, ZONE 3 I I <br /> APPROX. SEC. COR.- <br /> WEBER GRAN T <br /> I _ T <br /> SEC. 15 s# SEC. 14 <br /> SEC. 16 EC. 15 I ( I 1 APPROX SEC COR. <br /> I <br /> 4 k <br /> I <br /> RS 9--146 kl I � � I �-- <br /> APPROXIMATE I R.S. 6-121 I I I I R.S. 5-229 f <br /> SECTION UNE <br /> ~ I I I F-d R 5 6-121 1 h <br /> R.S. f12-1971 RS 3D-173 f ICOR 17L � R.S 4-11 <br /> �l <br /> k F _,,--SEE DETAIL wr - ' DETAIL SEE DETAIL Ar"G" <br /> 1 <br /> l ---.. I f I I I l I l <br /> MANILA <br /> N 89;37'20" W 508569(M) 5084.67'(R14) N <br /> N 89*58'47" W 333933' N 8956 47" W 257295(M) 257260(R14) <br /> 269221'(M) 2692.50'(R4XR5)(R7) t 2393,48(M) <br /> °'= <br /> _S79-58"470 E 247298' " ` 50Q7.8 T°_ . <br /> w <br /> � � �� ___ S 8937'20 E - 4' °. <br /> 3O' WIDE DRAINAGE—-' / -._ �--- / ��-COR 18 � � � COR 16 <br /> EASERIENT Til BENEFIT k /' L 40.00 / w <br /> REMAINDER PARCEL �`�-__� DETAIL "A'" � 34' RfW DEED �', <br /> SEF NOTE'A SHEET 3 <br /> "rte SHEET 3 30' RIW DEE!)\ (O.R, 674-486) ° <br /> / <br /> (OR. 674--486) i0sum'm COR 1&-N APPROXIMA TE 4^ N 10 W'20" F <br /> COR 17 SECTION LINE <br /> 725 00(MX1�1:3) <br /> �"" D ►GNA 70RE` lAINDER" <br /> COR 15 <br /> PARCEL "A" k w ._ 224.1 o ACRES - %- <br /> 100-00 ACRES w - - '_. <br /> SEE SHEET 3 - I N. 95059768 10' R/W DEED = NORTH EINE OF THE S 1/2 <br /> 1Q' R/W DEED (OR. 674-483) �► x ''``- OF NW 1/4 OF SEC. 14 - <br /> k <br /> DETAIL G (R6)(R14) 20 WOE <br /> 0' wt aE PI rNE ` " <br /> (OR. 674--483) SCALE 1=100' <br /> z P.G 8c E N 1052'3.x"Et�. . <br /> PEL DETA«. <br /> EASEMENT 460.03(al)(R12� COR 14 <br /> EASEMENT TO BENEFIT SCALE• "1"=100' - \ J -SEE DETAIL 'C" O.R. J613-224---,, N 10'52'33"E <br /> RE DER PARGEI , <br /> SEE NOTE 4y SHEET 3 k c3 j 1/4 SEC77ON LINE (Rll) 20' 584.49'(M) <br /> ,-COR 2 ` N 89''SU'29" W \� �f N 89'5t'0.1" W ,,�-- 1/4 SE077ON LINE (R4)(R8)(Rll) / R,.�'"'" (( <br /> N 890 05" W 584.50'R12) <br /> / - ' °-- 119931' --°�-- 1320.93 - °---- / N 89'49'46" W 2649.73'M 2095.91'M <br /> COR 13 <br /> - <br /> - 10 1319.85 R1 / N 89'49'46" W 2650.41' 870.14'(MXR11) <br /> 1320.1 M 1320.14 R _ --�'"� +` <br /> 1 2144.42' <br /> N 89�p'29" W 2640.89'(M) N 89.g101" W COR 8 1 -'" <br /> COR 5-- COR 7 f wmr /%VM N 89^.x'05" W 20 COR 2 <br /> 2640.92'(RIO) 2640.48(R8) 2640.15(R1) N ` l RS 31-86 1 _.�--- 3 COR 9 �� SEE DETAIL <br /> ... °v� <br /> SEC. 15 SEC 14s 4 �_. '° <br /> PK NAIL * P.M. 9--125 <br /> I ' ` <br /> IN 1• 2 " W ON CENTERI:INE <br /> ' \ 20.01SF.N. V ' <br /> N8o p5� w •_ _ - - COR I3 <br /> 45 W(l -COR 16 N 89 4946 W COR 10 ----� : T_ _F ../" <br /> LINE TABLE: z65a41 ° z ; <br /> BEARING DISTANCE <br /> LINE � , �.� �, � w � „ <br /> 10 N 482912"E 36,12ry 49.16 R12 , l COR 8 ,� - DETAIL D <br /> 11 N 0V955 E 2000 14 Q a',►' \ KLO ROA �_ ' <br /> 12 S 89t'0'05'E 49.18' \ 1 4� k I I , / J Q SCALE 1 -10© <br /> 13 N 8937'20" W 83.98' _ °'' ' ' / \ %w T _ _ dw <br /> 14 N 02240''E` 20.00' \` 1 COR 11 <br /> 15 N 343835"W 70.21' � <br /> 16 N 79554'40' W <br /> 17 N 10178'2D"E 77.31' '�-- �` DETAIL'"C' I <br /> COR 14 , <br /> DETAIL'OE SCALE 1"-10W mow; SHEET 4 OF 4 <br /> SCALE 1'==100' <br /> l llllll 11111!IIII IIIIII IIIiI!1111111111111 Hill lill Illi 42004-032417 <br /> of 42094 69:21R �- <br />