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44,w- 141
<br />r - J/ILLA TIC1j�lL�, Ui\J1T Iva. 1
<br />I I I
<br />\ I I I I I I
<br />MIRROR LAKE DRIVE
<br />W 1/4 COR. SEC. 31
<br />FD BOLT & WASHER STAMPED- -
<br />-SJCO SURVEYOR LS 2239 IN - -
<br />MONUMENT WELL (B)(D)(I)
<br />_GPS PNT 215 (A) _
<br />o 10S�N11 i GREENS _
<br />m 44-M&P-17
<br />WATERFALL WAY=
<br />1
<br />cL
<br />_F 1� 1/4 SECTION LINE
<br />S89 46'S2"E 5065.21'(M)(l) 506525(A*) 506526(B) 5065.18'(D)
<br />1744.23'(M)(I) 1744.21'(B) —
<br />— i CROM STREET
<br />— 7 FD & ACCEPTED 3/4" IRON PIPE, NO TAG (1)
<br />— j (3/4" REBAR TAGGED LS 7079 PER (D))
<br />J —
<br />GREEWMEW WEST
<br />27-M&F- 5
<br />I I T—_T
<br />2640.40'(M)(1)-
<br />FD & ACCEPTED 3/4 REBAR, NO TAG (B)(I) E 1/4 COR. SEC. 31 I
<br />(3/4" IRON PIPE TAGGED RCE 8189 PER (E)) I FD 2" IRON PIPE, NO TAG
<br />_ BASIS OF BEARINGS:
<br />3 — A COURSE OF NORTH 0209'22" WEST BETWEEN CITY OF MANTECA
<br />_ MONUMENTS No. 215 AND No. 216, AS CALCULATED FROM
<br />— I � SOOC.R/N TES WAS USEOW?V IN D AS ABOOK JJ OF BASIS FOR ALL VEYS, AT PAGE BEARINGS 3BEARINGS SHOWN ON THIS
<br />MAP. ALL DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID
<br />_ DISTANCE MUL TIPL Y GROUND DISTANCE WITH 0.999929559.
<br />M4jVTF'CA
<br />GOLF COURSE
<br />-. % • `� W 1055.7� N07.02'38"E
<br />i j _ — _ ♦ 2 �M?(1) 105— 25.03 (M)(E)(l)
<br />IN MONUMENT WELL (D)(I)
<br />GPS PNT 226 (A) I
<br />I
<br />I iI
<br />I '
<br />I
<br />f
<br />I
<br />f '
<br />I I
<br />I
<br />I
<br />I
<br />I SECTION LINE —A
<br />1
<br />_ '1425. 06' ♦ 055. 7�C) _ _ S. S. J. L D. DRAIN NO. 5
<br />co � � � 1025.04,E-)
<br />�I •- _ ,�_ --__—_ 854053E 13
<br />� �• FD3/4"IRON PIPE
<br />i—_-----32.�'(M)--_----- —
<br />Q oo 0 9 00TAGGED LS 4876 (E)(I) SFN PER (E) - 222 65 M)-
<br />�N �I ���' JJPN1� 110.02N) •—N165307E
<br />25.82(M)
<br />cc
<br />-EX. 40' ROAD `" o EX. 20' RIGHT-OF-WAY
<br />FD 3/4 IRON PIPE, NO TAG (I
<br />a N �` • �f (TAGGED LS 2368 PER (C)(E)) (5-M&P-37) NOT OPEN N AND EASEMENT PER
<br />ON THE GROUND BOOK 2248-OR-262.
<br />1121.87'(M) 1121.71 '
<br />S84 43'38"E 1152.12'(iy) 1151.96' FD 3/4" IRON PIPE (E)
<br />rn -� iE) ♦'� NO TAG. TAGGED
<br />- � LS 4876 (E)] JpJ I'AL
<br />SFN PER 29-M&P-74 D DM IN G `'� 14
<br />---
<br />�- - - - - - - - - - - - - - -
<br />I------------ 57 ��-�Yl&-
<br />— — —
<br />' I - — — — — —
<br />SFN PER 29-M&PI74 (E)— — — — — — ___- -
<br />---�
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<br />---- �• ---,'� --� I I I I I I I � � I I
<br />�• �� I I I I I I I I �----� �---�
<br />I I I I I I I I I I I I
<br />I I I I I I I I ----
<br />SEC77ON & RANGE LINE i II i II II I J
<br />--------- r-
<br />---- ----
<br />--
<br />I I I I I I
<br />---SE-C-j6E,
<br />--- I ----SE�CJ. 31� II Irs,1T1S, R.7E
<br />II I I I I fI�II ---
<br />— -
<br />YOSEMI TE A VENUE
<br />IS89 45'38 "E 5009. 99'(M)(I) 5009. 96'(A *) 5010. 00'(B) 5009. 0'(C*) 5009. 93'(E)
<br />SW COR. SEC. 31
<br />SEC. 1 SEC. 6 FD BOLT & WASHER STAMPED SJCO SURVEYOR I SECTION & TOWNSHIP LINE
<br />T.2S., R.6E. TT 5, R.7E. LS 2239 IN MONUMENT WELL (H)(I)
<br />GPS PNT 216 (A)
<br />K. \J19-2451 320 Airport Way\DWG\Mopping\Subdivision\J19-2451 BNDY SHT2.dwg 1112012024
<br />SEC. 31
<br />T.1 S., R. 7E. '
<br />I�
<br />SE COR. SEC. 31
<br />FD 3/4" IRON PIPE WTH CAP STAMPED I
<br />LS 695J /N MONUMENT WELL (F)(1)
<br />GPS PNT 227 (A)
<br />0 200 400
<br />SCALE:1' - 200'
<br />TRACT NO. 4165
<br />SUBDIVISIONS OF SAN JOAOUIN COUNTY
<br />320 AIRPORT WA Y
<br />SUBDIVISION
<br />LYING IN A PORTION OF THE
<br />SOUTHWEST OUARTER OF SECTION 31,
<br />TOWNSHIP 1 SOUTH, RANGE 7 EAST,
<br />MOUNT DIABLO MERIDIAN.
<br />CITY OF MANTECA, SAN JOAOU►N COUNTY,
<br />CALIFORNIA
<br />JANUARY, 2024
<br />O/�R THSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />LEGEND: (209) 524-3525
<br />SFN SEARCHED, FOUND NOTHING
<br />W. C. WI TNESS CORNER
<br />U. 0. N. UNLESS OTHERWISE NOTED
<br />(A) SEE REFERENCES THIS SHEET
<br />(M) MEASURED
<br />(R) RADIAL BEARING
<br />C18 CURVE DATA, SEE CURVE TABLE THIS SHEET
<br />R/W RIGHT OF WA Y
<br />M&P MAPS & PLA IS
<br />PM PARCEL MAPS
<br />RS RECORD OF SURVEY
<br />I.N. INSTRUMENT NUMBER
<br />OR OFFICIAL RECORDS
<br />D.N. DOCUMENT NUMBER
<br />PUE PUBLIC UTILITY EASEMENT
<br />SJCO SAN JOAQUIN COUNTY
<br />S.J. C. R. SAN JOAQUIN COUNTY RECORDS
<br />CL CENTERLINE
<br />EX. EXISTING
<br />SF SQUARE FEET
<br />TIP TYPICAL
<br />C.O.M. CITY OF MANTECA
<br />CR CORNER RECORD, SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />RESTRICTED ACCESS
<br />MONUMENT LEGEND:
<br />—O— SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />— SET 3/4" x 30" IRON PIPE, TAGGED LS 9099
<br />IN MONUMENT WELL, U.O.N.
<br />—e— SET 3.00' WITNESS CORNER 3/4" x 30" IRON
<br />PIPE, TAGGED LS 9099, U.O.N.
<br />—®— SET 3.00' x 3.00' WITNESS CORNER 3/4" x 30"
<br />IRON PIPE, TAGGED LS 9099, U.O.N.
<br />—•— FOUND 3/4" IRON PIPE, TAGGED LS 9099, UNLESS OTHERWISE NOTED.
<br />—QQ — FOUND 3/4" IRON PIPE, TAGGED LS 9099 /N
<br />MONUMENT WELL, UNLESS OTHERWISE AS NOTED.
<br />REFERENCES:
<br />(A) RECORD OF SURVEY, BOOK 33, PAGE 133, S. J. C. R.
<br />(B) RECORD OF SURVEY, BOOK 27, PAGE 107, S.J.C.R.
<br />(C) RECORD OF SURVEY, BOOK 8, PAGE 177, S. J. C. R.
<br />(D) "VILLA TI CINO, UNIT NO. 1", 34-M&P-11, S. J. C.R.
<br />(E) PARCEL MAP, BOOK 15, PAGE 60, S. J. C. R.
<br />(F) CORNER RECORD, CR-11-142, S. J. C. S. R.
<br />(H) RECORD OF SURVEY, BOOK 36, PAGE 39, S. J. C. R.
<br />(1)-YOSEMI TE GREENS", 44-M&P-17, S. J. C. R.
<br />NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP SDJ-21-42 AND APPROVED ADDENDUMS THEREOF.
<br />3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORD, UNLESS OTHERWISE NOTED AND BOOK OR
<br />VOLUME PRECEDES PAGE, U.O.N.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER ARE FROM LOT
<br />CORNER TO LOT CORNER.
<br />5. ALL LOT CORNERS (EXCEPT FRONT CORNERS): SET 3/4" X 30" IRON PIPE, TAGGED LS 9099 U.O.N.
<br />6. WITNESS CORNERS. FRONT LOT CORNERS SAW CUT "+" IN CONCRETE AT 4.00-FOOT DISTANCE FROM
<br />LOT CORNER ON LOT LINE PROJECTION.
<br />SHEET 2 OF 6
<br />44-141 R
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