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683. 85 668. 85, 85 '(M) - - _ TRACT NO. 477'1 N72040 '43"E 878. 62 '(5) 878. 36 '(E) SUBDIVISIONS OF SAN JOAQUIN COUNTY i 572'43 '03 "W(R) LOOMS ROAD POCK LANE i o I N h0 O N72 40 '43"E 618. 89 '(5) 618. 83 '(G) ESTATES , o G 85. 65 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' - L43 --. �`L�` � - - -- - - - - - 10 ' P. U. E. - - - - UNIT NO . y, PHASE y + I NO 25 ' `' �- o 0 0 0 0 0 0 0 o BEING A SUBDIVISION OF LOT 4 AND A PORTION OF LOTS 3 J I I 15 0 0 0 0 0 0 0 0 o AND 5 AS SHOWN ON THAT CERTAIN MAP ENTITLED "MAP OF Ni N 6764 SF ^ HEWLETT TRACT" FILED FOR RECORD IN BOOK 4 OF MAPS 0 14 ,,, 13 w 12 w 11 w 10 w 9 w 6 w 7 w 6 w 5 AND PLATS, AT PAGE 34, SAN JOAQUIN COUNTY RECORDS ro m N70'4o14"E(R) 0 5721 SF 5721 SF 5721 SF 5721 SF 5721 SF 5721 SF 5721 SF 5721 SF 5721 SF S72'40 '38 "W 100. 89 ' N N N N N N N N N AND LYING IN A PORTION OF THE NORTHWEST QUARTER OF zi m rn rn m rn m rn rn m SECTION 47 OF THE C. M. WEBER GRANT C19 � 1 SAN JOAQUIN COUNTY, CALIFORNIA 25 ' ® 25 ' O (n U � ;� h ( lWei MARCH, 2023 i f I rs o I1. 1 5036 SF � S72.4o '38 "W 728. 00 ' IWI �ORTHSTAR ENGINEERING GROUP, INC. Nee 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52.00 ' 52. 00 ' 52. 00 ' 52. 00 ' 52. 00 ' WI S72'40 '38 "W 100. 72 ' 1 = 620 12th Sheet, Modesto, CA 95354 95.86 ' 77. 14 ' 51 . 00 ' 50. 00 ' 50. 00 ' 50.00 ' 50. 00 ' 50. 00 ' lyl (209) 524- 3525 1 U) 11 No o 0 0 o o IWI 0 17 0 * rno V. 0 0 V.: 0 1 o I 5037 SF o oY 30 ^ ^ ^ 16 5589 SF im 31 3237 kIj w w97SF 505 SF 5050 SF 5050 SF w 572'40 '38W 100. 75 ' N 5050 SF N 5050 SF NiN 5050 SF N 4i ?. O O) o, m M o, j Ste , o CURVE TABLE oo 0 3� F �_ N0. DELTA RADIUS LENGTH o l0 5039 SF 000 ��J - 4. 16 ' C9 10'00 '00 " 90. 00 ' 15. 71 ' � I ^ vh / C11 L17 - - 10 ' P. U.E_ - - ?i O L16 C10 110'00 '00 " 60. 00 ' 115. 19 ' � 93- Z 50. 00 ' 50. 00 ' 50. 00 ' 50. 00 ' SO. Oo ' 1 L75 F•O�p C11 29'4328 " 60. 00 ' 31 . 13' m I S72'40 '38 "4Y 100. 79 ' o / G O C9 r S72'40 '38 "W 799. 30 ' C12 35"48 '41 " 60. 00 ' 37.50 ' 28 G1 N AMBOY AVENUE N C13 36' 1539 " 60. 00 ' 37. 97' S72w40 '384W 939. 14 ' 0 0 6808 SF _ C14 08012 ' 12 " 60.00' 8. 59 ' n 19 0 "� - - - - - - 789. 14 ' - - 000 m o 5 00 40 60 C 1 o f 09�" 90. 00 ' 2. 31 ' , 06 ci p o rn o I 5040 SF S_70_'5_2 '5_0 'W(R) / � f l y N N ao1 - S72440 '38 "W 699. 14 ' N72C17 08'31 '51 " 90. 00 ' 13. 40 ' ui I '40 '38 ' E 90. 03 ' o w S72'40 '38 "W 100. 82 ' O 7 SCALE: 1' - 40' io a' n C14 % 49. 64 ' 50. 00 ' -50. 00 ' ( 50. 00' 50. 00 ' 1 _50. 00 ' ! - C18 09'52 '02 " 325. 00 ' 55. 97 ' ,n W O -I C19 02'02 '49 " 325. 00 ' 11 . 61 ' 0 ^ W e 10 ' P. U. E. � 25 ' C20 07"49 ' I3 " 325. 00 ' 44. 36 ' h 0 _� o CI o (a 27 ( C21 10'28 '31 " 300. 00 ' 54.85 ' W 0 5042 SF 0 � 5147 SF I LINE TABLE C22 10'28 '31 " 300. 00' 54.85 ' i� 'O NO. BEARING LENGTH ;n to IA in 1 0 6'J o 06 0 a o 70 0 71 0 72 C23 90'02025 " 30. 00 ' 47. 14 ' ° 100. 86 ' 99. 00 ' 6764 SF 5000 SF 5000 SF • 5000 SF • 5000 SF - 5000 SF L15 S82'40 '38 "W 44. 46' C16 0 0 0 0 0 0 C24 90'02 '25 " 40. 00 ' 62. 86 ' O o 0 0 0 0 0 0 0 0 0 0 o L 16 N82'40 '38 "E 31 . 69 ' C25 16" 15 ' 18 " 325. 00' 92.20 ' S72'40 '38 "W 199.86 ' i I N 2 N64'o847""E(R)II OU ro o 0 0 0 0 0 L17 N82'40 '38 "E 12. 78 ' C26 16' 15 ' 18 " 300. 00 ' 85. 11 ' a o C17 25 ' N N N N N N N L18 N271 22 "'W 44. 46 ' C27 08'37'37" 300. 00' 45. 17 ' o I 21 0 26 i s I L19 S2T40 '38 "W 28. 28 ' U) rn C28 07"37'41 " 300. 00' 39. 94 ' N I 5044 SF to,' 4996 SF I o I w � ' L20 568'51 '06 "E 31 . 32 ' C29 16' 15' 18 " 275. 00 ' 78. 02 ' S72.40138 "W 739. 14 ' L21 172'40 '38 ' E 21 . 69 ' N C30 16. 15 ' 18 " 300. 00 ' 85, 110 1 0 N I WN W W '100.89 100. 00 ' y 69. 64 50. 00 50. 00 50. 00 50. 00 50. 0 L22 S27"4D38W 28.28 C31 3'03'29 " NNN325. 00 ' 707' '^ xuj " '572'40 '38 W 200. 89 L23 N621809W 49.51 C32 0803 '42 "T W W 0 ' 4 325. 00 ' 45. 73 ' L24 N22'54 '44 "E 30. 67' 3 '59 '4N C3 04 ' 7" 325. 00 28. 34 22 0 25 03 p, 03 Q, L43 N72'43 '03"E 45. 00 '(M)(G) '570 " ' 20. 00 ' 31 . 40 '(5) 0 5046 SF 0 5000 SF o w v: n a hN n I i. 31 . 42 '(G) o N CO N 0 63 0 62 0 61 0 60 � o 1 � 1 100. 93 ' 100. 00 ' 71 SF 65 o 3 5012 SF o0 5000 SF 0 5000 SF 0 5000 SF 0 5000 SF 0 _ s72 4o '38 "w 200v 93 ' ^ o , 1W1 MONUMENT LEGEND: � I o I Uti mi I = 1 -O - SET 3/4 " x 30 " IRON PIPE, TAGGED LS 69531 U. O. N. l ry i Ni lyl -®- SET 3/4 " x 30" IRON PIPE, TAGGED LS 6953 IN MONUMENT WELL, U. O. N. \ 23 h 24 2) 10 ' P. UE. IWI -�- FOUND MONUMENT AS NOTED. 25 ' p \ 6201 SF ^ 6550 SF I ^?5 ' O �d f - 1 \ 1 e / O� 25 w �,o C32 C31; C33 O L21 \ 50. 00 ' \ 50. 00 ' 50. 00 ' iyl -�- FOUND MONUMENT IN MONUMENT WELL AS NOTED. S72'40 '38 "W 621 . 19 ' 65. 95' 80. 00 ' ry N 25 C30 572'40 '38 "W 666. 19 ' S72'40 '38 "W 145. 95 ' NOTES: 8 � '®� DRIGGS DRIVE I . ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. �� < C2 N N 2, THIS MAP REFERS TO APPROVED TENTA77VE MAP PA -2100032. ®r- - 572'40 '38NNNNNN-N"W 175.97' - - _,(D:�27 6 C29 0� 572'40 '38 "W 571 . 36 ' 3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME C26 PRECEDES PAGE. sr to LIN) 4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER ARE N 572'40 '38 VV 190. 98 ' _"N ,- C25 - - - - - yam`\ LOT An FROM LOT CORNER TO LOT CORNER. PARKISTORM DRAIN BASIN 5. ALL LOT CORNERS: SET 3/4" X 30" IRON PIPE, TAGGED LS 6953 U. O.N. �! 23 6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT 'f ' IN CONCRETE AT 2. 00-FOOT �rPJ Label this line 1 . 94 ACRES DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION. 7. SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND AND REFERENCES. S71051 '42 "W 684. 13 '(5) 684 '(B) 684. 0 '(C) J\J20-2747 3Q9,q pock lane development \dwg \mapping \subdivision \phase 1 \20-2747 fm 3: 65K023 8: 37 AM SHEET 5 OF 7 NOV 14 702 11 - 29 - 2023