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20
<br /> CURIE DA TA
<br /> BASIS OF BEARINGS.
<br /> NO. RADIUS DELTA LENGTH CH. BEAR/NG CH. LENGTH
<br /> ME BAS/S OF BEARINGS FOR THIS SURVEY /S THE LINE
<br /> O1 2040. 14' 15'5523" 566.97' 561:31'347E 565. 15' BETWEEN FOUND , CALTRANS MONUMENTS DESIGNATED AS
<br /> "POST MILE 22.61m AND "POST-MILE 22.83" SHOWN ON
<br /> 2040. 14' 00'54106" 32- 11- S69'56'18'E 32. 1 P RECORD OF SURVEY 27-177 AS S61'34'24"E.
<br /> 3� 2040, 14' 17-59'45" 640.78' S7923'147_ 6.J8. 15'
<br /> w �
<br /> J O
<br /> SEARCHED, FOUND NOTHING
<br /> SET BY RECORD
<br /> D4TA PER (R/)
<br /> :-
<br /> .41
<br /> -N0136_54"E (R) I `� FOUND 1" IRON PIPE TAGGED
<br /> ' FOUND 1" IRON PIPE TAGGED RE 1014 PER (R3)
<br /> S78-51'J4-f- �._ _ OLD RIGHT-OF-WAY LINE OF APPRDX/MG4TE i 'RE 1014" PER (R3)
<br /> CAIMANS MONUMENT 439.58' STATE HIGHWAY ROUTE NO. 4 SEC
<br /> TION LINE
<br /> _�`I
<br /> "POST MILE 22.83" 40'
<br /> I '3 ABANDONED RIGHT-OF-WAY 7181.75'
<br /> �'�9. s , 1 O.R. 4346-961
<br /> 'v?p �; 6:3,9•E��� 2 ,3O• 500'48'59"E 1 359(.07' 3591.37'(R3)
<br /> 3590.68'
<br /> .�' 1 1 I APPRDX/MATE LOCAT/ON OF �\ \�-� 900
<br /> V pti
<br /> S00'48'597E 2094.62 4i I I EXISTING 4D WIDE P.G.& E. 2 "n 4
<br /> EASEMENT. O.R. 1503-295 � APPROXIMATE LOCATION OF
<br /> I EXISTING P.G.& E, EASEMENTS °o
<br /> �. •� �`-' EXISTING EASEMENT FOR DUCK 1 ��� -------- A-205-299 (20)
<br /> c-
<br /> " `•`�
<br /> 1 / I r4 4� Z
<br /> W CREEK FLOOD CONT??OL PROJECT PARCEL i� 1 2 i ' /.N. 92008250 �� O.R. J24-445 (90) °o
<br /> ,
<br /> N1 '� ,� O.R. 2867-142 ;•, 4 I PARCEL 2
<br /> ,ryIK W m� �m " 30.00 AC. �b � ' � �� i ' 76. 78 AC.
<br /> S53'33'16"E �h.'y�` X(J p N8 46.61' E SE4RiCCf a O,FOUND AV TYING, SET
<br /> 50.51' ""—+� '� V� \ zi BY RECORD D/STANCES 02) (497.58' ---' NO 1'4 f'19"W 1491.85,
<br /> 1219.90
<br /> - - -F J - 504.40' NOo 2247"W 2717.48' 2717.80'(R3) No 1024,3"W 2116,79'(R2) SEC. 78 �` �` SEC. 79 1491.70(R3)
<br /> N00 26 19 W N00'39152"W " 2116.90'(83)
<br /> 636.790N26'12 58 E
<br /> S60'24'36"E / 36.70' �` `,
<br /> 198.97- ,' �_• 55333'16"£ APPROXIMATE LOCATION OF .•-;
<br /> I.N. 83022365 f" _ :i FOUND 1" IRON PIPE TAGGED
<br /> 471.79' WEBER GRANT LINE AND `�' '`K-
<br /> P SECTION LINE • • - "RE 1014" PER (R3)
<br /> 00 • PROPERTY LINE, SECTION LINE, FOUND 1" IRON PIPE TAGGED
<br /> ��V�O' : PROPERTY L/NE, SECTION LINE, AND WEBER GRANT LINE RE 1014 PER (R3)
<br /> CAL TRANS MONUMENT AND WEBER GRANT LINE
<br /> �P�J� "POST MILE 22.61" '
<br /> G �� ''•
<br /> NOTES'
<br /> LEGEND: 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> O SET 3/4" DA BY 30" LONG IRON PlN W17H PLAS77C CAP 2. THIS PARCEL MAP CONTAINS 106.78 ACRES,
<br /> STAMPED R C.£. 15831", UNLESS OTHERWISE NOTED
<br /> FOUND 3/4" DIA, IRON PIPE W/TH TAG STAMPED 'R.C.£. 32192" 3. REFER TO MINOR SUED/VISION APPLICA 170N NO. MS-93-44.PER RS, 28-112, UNLESS OTHERWISE NOTED PARCEL. MAP
<br /> 4. PURSUANT TO SECT/ON 664/1./ OF THE GOVERNMENT CODE OF
<br /> ,® FOUND BRASS CAP SET /N CONCRETE PER R.S. 27-177 CAL/PORN/A, OWNER /S TO INSTAL L ALL /MPfrbVEMENTS AS REt�U/RED
<br /> BY COUNTY PLANNING DIVISION MINOR SUBDIVISION APPLICATION NO.
<br /> S.J.C.R. SAN 10AWIN COUNTY RECORDS MS-93-44, APPROVED JULY 29, /993, PR/OR TO THE ISSUANCE OF
<br /> A POR770N OF SECTIONS 11 & 14, TOWNSH/P f NORTH, RANGE 7 EAS
<br /> ABU/LOJNG PERMIT OR OTHER GRANT OF APPROVAL FOR T,
<br /> MOUNT D14BLO BASE AND MER/DMN, AND A PORTION OF SECTION 87,
<br /> R.S. RECORD OF SURVEY, BOOK-PAGE, S.J.C.R. DEVELOPMENT OF THE PARCELS S/VWN HEREON. C.M. WEBER GRANT, SAN JOADU/N COUNTY, CAL/FORN/A
<br /> I/V INSTRUMENT NUMBER, SJCR.
<br /> O.R. OFFICIAL RECORDS, BOOK-PAGE, S,,1CR- A. R. SANGUINETTI & ASS000#1114TES
<br /> A BOOK 'A" OF DEEDS, BOOK-PAGE, S.J.C R.
<br /> CONSUL TING C/l/lL ENG/NEERS
<br /> (R 1) CAL CULATED GROUND DISTANCE USING RECORD GRID DISTANCE AND
<br /> GRID FACTOR PER R.S. 27-177
<br /> 5651 NORTH PERSH/NG AVENUE, SU/TE B--1
<br /> (R2) RECORD DISTANCE PER R.S. 28-112 STOCKTON, CALIFORNIA 95207
<br /> (R3) RECORD DISTANCE PER R.S. 10-196 MARCH, 1993
<br /> (R) RADW BEARING PAGE 2 OF 2
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