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ST
<br /> FD. I/ EEL ROD IN MON. WELL
<br /> CURVE TABLE GPS-2 11) RANCHO ._...•......
<br /> .. EL PESWERO TRACT NO. 2922
<br /> N 87007'22" E_ 2569.17'(M)(RlQ(Rl2)(Rl3) I . I - . SUBDIVISIONS OF SW JOAOUIN COUNTY
<br /> NO DELTA RADIUS LENGTH CHORD CH.BEARING SEC. 19 `�_
<br /> SEC. 20
<br /> 41V - 1.
<br /> 32 19_64_6T4_e_2_78�.00 -9,�0' §&. Af 60-- 17'_E
<br /> F0. 314 IRON PIPE
<br /> R.C.E. 14901 (R9)
<br /> (R I 1)(RIJ) �?00W,� 50T - ---a--�--�--` ^ � Y J �
<br /> L YON CROSSROADS
<br /> jw .W .60 -W fi 28°50 16'r W REf ERENCES:
<br /> 10 /
<br /> 35 ' Wl5_'43" 4`6`601 �1.37
<br /> -3-6* w
<br /> 1 280.00 �--5 (R 1) P.M. 15-15 1, S.J.C.R.
<br /> k UNIT NO. 2
<br /> 14 (R2) R.S. 6-2.6, S.J.C.R. N
<br /> c\'
<br /> (R3) P.M. 20-17, S.J.C.R. cri ac Coe
<br /> (R4) M.& A 11-134 BERG TP,4Cr CNI
<br /> (R5) R.S. 6-165, S.J.C.R. c'j
<br /> 0, 2798 (R6) M.& P. X-02 BELCONTE NORTH UNIT NO. 1, S.J.C.R, oi BEING A SU301WSION OF LOTS "Fql "H11 11/11 AND "J" AS
<br /> 19 TRAC_� (R7) Y.& A 30-49 BELCONTE, S.J.C.R. SHOWN ON THE MAP FILED IN BOOK 34 OF U4PS &
<br /> -SUBDIVISION SUMMARY 20 0 OX PLATS,
<br /> 57 LOTS = 1Z64 ACRES U�PEIBI�P__ (R8) M.& P. JJ-30 ShERUNG ESTATES UNIT NO. 3, S.J.C.R. AT PAGE 25 AND LYING IN A PORTION OF THE SOUTH
<br /> 4, pj, V i(R9) P.M. 4-14, S.J.C.R.
<br /> STREET RIW = 3.91 ACRES1. 33-56HALF OF SECTION 19, T. 2 $., R. 5 E, M. D. B. & M.,
<br /> (R10) BOOK 2452 OFFIC14L RECORDS PAGE 205, S.J.C.R.
<br /> (Rl 1) M.& P. JJ-56 LAURELBROOK, S.J.C.R. CITY OF TRACY,
<br /> TOTAL (UNIT NO. 2) = 21.55 ACRES 24 ?,9
<br /> 26 21 28 (R12) P.M. 21-16, S.J.C.R. O SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 'g f 30 I (R 13) M.& P.34-25, LYON CROSSROADS, UNIT NO. 1, S.J.C.R.
<br /> 7IAV/ PSP N HYSELL EAGNEERS
<br /> 14)
<br /> 0. 1 IRON PIPE C14
<br /> 1016 12th STREET MODESTO, CALIFORNIA
<br /> , J ti � 3� FST 32 , .3 3 \
<br /> EARINGS: cd Inc-
<br /> B4SIS OF B NO TAG (.�5)(RIJ) PARCEL 1
<br /> `�; U/!�Q� DECEMBER, 1998
<br /> N 21 46E 0.50' 'IS N u
<br /> I C,; , P.M. 20-17
<br /> THE LINE BEARING NORTH 00016'31" EAST BETWEEN CITYRS
<br /> -17" AND "GPS-22" OF THE
<br /> •
<br /> OF TRACY MONUMENTS "CPS NOTES.
<br /> CITY OF TRACY GRID CONTROL, AS CALCULATED 7ED FROM RESULTS N
<br /> PUBLISHED By ASSOCIATED CONSULTANTS GROUP, INC. ON FILE to (d 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> I
<br /> 9
<br /> IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS DEPARTMENT 31F 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 8 0
<br /> WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON 7ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> COORDINATES SHOWN ARE BASED ON THE CITY OF TRACY 6
<br /> R Lu 3. SET A 56" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> MODIFIED GRID SYSTEM, 4
<br /> 4 1% J, FOR LOT CORNERS FACING A ROADWAY (CHISELED
<br /> !per 11 0001"/ 2 -Z
<br /> 13 z �: / , Q� cl; '_3 IN CONCRETE SIDEWALK)
<br /> 14
<br /> 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TV-16-98.
<br /> 15
<br /> TING 9,
<br /> CY 14)
<br /> V-1 16 17 0 P.U.E. 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> 7
<br /> 25 24 18 19 PER (R 13) Q� AND BOOK OR VOLUME PRECEDES PAGE.
<br /> 23 LOT '�4
<br /> 3
<br /> 22 tLOT 'E' 6. DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC ALONG THE
<br /> 20 2 SOUTHERLY BOUNDARY Of LOT "F" PER (R I3 /s
<br /> 0 HWFORARY
<br /> llj� 2 ---, i PROHIBITED AND SHOWN THUS
<br /> h SrORM L)Pu4lN4Gf FD. 2 1.
<br /> L01r "H"
<br /> 26 0 RF�!.,Vjoh NO TAG (RI)
<br /> lk- LEGEND.
<br /> 27 4,0j,>
<br /> 6'p4; f
<br /> 0 28 3ASIN (R5)(R�)((R 7))1110)) 1
<br /> lq_C). •
<br /> 601 LOT 'POP' 1_,Ivi Nf) r
<br /> S 00 4736" W 0.16' FOUND AND ACCEPTED .314" IRON PIPE, TAGGED
<br /> I f -� O % Q)
<br /> N 0047'3f 11 E i L.S. 4876, (RIJ) UNLESS OTHERWISE NOTED.
<br /> 48 17 J. * _lj
<br /> 41 12 00 FOUND AND ACCEPTED CHISELED 11+11 IN
<br /> 6
<br /> 21 0 18 j8 (M)(R 13) _6 4 N
<br /> �) III,o k� OA�
<br /> 49 0. k�) d9 1 CONCRETE (RIJ)
<br /> 35 0 oo�
<br /> LOT TP`
<br /> -(J- FOUND AND ACCEPTED 112" IRON PIPE, FAGGED
<br /> 20 9 L.S. 4876, (RIJ) UNLESS OTHERWISE NOTED.
<br /> "10" 7 V34 FOUND 2-112" BRASS DISK STAMPED L.S. 4876
<br /> 0 IN MONUMENT WELL UNLESS OTHERWISE NOTED.
<br /> 2 •
<br /> -03
<br /> 47
<br /> J9
<br /> --0--SET 314"X 30" IRON PIPE TAGGED L.S. 6953
<br /> y2v -,3 6
<br /> 554 19 SET 2-112" BRASS DISK STAMPED L.S. 6953
<br /> 46 Q)
<br /> ZS IN MONUMENT WELL
<br /> 4j 4 3 55 31 34 6
<br /> 005 Yo 4
<br /> L OT '13' 56 30 P.U.E. PUBLIC U771-17Y EASEMENT
<br /> 2 Vol
<br /> of S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 38 X 561 IG (M) MEASURED ON THIS SURVEY
<br /> 41 y SCALE
<br /> �110N
<br /> -�AO F of Loll
<br /> 0,0 j�� 0 -1 ApORA� 111 2001 W.C. WITNESS CORNER
<br /> DO (TE�
<br /> HMN COURT ETE P.M. PARCEL W
<br /> 3 \b4 COC 4b 11
<br /> _5,9 #00 -_ I--- - NAGE SMI)
<br /> 0 00 N E -
<br /> 15 ms M. & A MAPS AND PLA TS
<br /> 6,\, 50 45 l9i.
<br /> R.S. RECORD OF SURVEY
<br /> Xb 43 FD. 314 IRON PIPE
<br /> 40 41 44 L.S.3870 (R1)(R6)(R7)(R13) LN. INSTRUMENT NUMBER
<br /> 14 4 42 4
<br /> I; 61 44
<br /> 10 O.R. OFFICIAL RECORDS
<br /> LQ T_ 43'0 CURVE TABLE REFERENCE NUMBER
<br /> 13 t - -SLIOAOV N v- LOVE t4! I b
<br /> I Qi SET �9/
<br /> 72 'Z. 52;" X 24" IRON PIPE TAGGED
<br /> T L.S. AT ALL REAR LOT CORNERS
<br /> 1p 07' 'A' • CHOISM? COURT 'D INDICATES WITNESS CORNER, SET 112" x 24" IRON
<br /> 8 ' L014 0'
<br /> _0 \,o� 1 7 PIPE TAGGED L.S. 6953 AT OFFSET DISTANCE NOTED
<br /> 2 3 WC.-I....
<br /> I�MPOhAk)' 34 56' INDICATES WITNESS CORNER,• SET 2" IRON
<br /> F0. 31411 REBAR, 117 7i3 /9 X -90J5'3511E T OFFSEY
<br /> .) 181 1 �31.11 q K x 24
<br /> TAGGEDREMSPON _3 �O *47P
<br /> L.S.4440 J9.04'(M)(Rlj)_ PIPE TAGGED L.S. 6953 A DISTANCE NOTED
<br /> (R I j) RAS& lo J lxj I wc..
<br /> c� S i 1,02>0 155 11 w 4 115 PO [ASI.-Mb-All 20 RESTRICTED ACCESS
<br /> 3 0.42. ................. -- - -4 J4 1 93 V2 9/ ljo 1 69 1 N 002425 E LINE TABLE
<br /> 19
<br /> 14 165.00'13) F\13
<br /> ow�_ __ - . DIRECTION DISTANCE REFERENCE
<br /> C.*J. FD. 2 BRASS DISK S_e�oy2qjjll t-
<br /> 60' N 11020'55" E TOLBD?T DRIff S -69035J5" E-\---- /8 LINE
<br /> - 25.25(A4)(R 13) 14
<br /> SEC. 19 30.56'(M)(RIJ)' 12 __j - IN MON. WELL
<br /> _-S-44 u6_l_fj4_" t
<br /> T,2S,,R.5f. N 0v2425'TE-- 26._69
<br /> 1 17 GPS-17 AT SEC. COR......,... _66*47"V'r��
<br /> 24 (R I 1)(R12)(R13) M R 13
<br /> Raw 53 100-00'(y)(R13) 137 - 20 W �Tselll_r
<br /> j§_9�5.36 (MYR2) 2995.34'R13 34 35 36 16 SEC. 19',.,,.
<br /> 14 SEC. 20
<br /> 2
<br /> N=452804 824 22 S 89 12'Ye-t 3
<br /> SEC. 30 FD. 4" BRASS CAP.-.- _4 '(U)(R (R2)(R5)(R7)(Rl0)(RlJ) __t=_2WN8 2�24 28.28' 13
<br /> N 89*35'35 w 101.7511 1932.JP(R2)(R5)(Rl0) ....... ........... 1675.70 1)
<br /> STAMPED RCE 4605 (R4) SECTION LINE- N 89 OJ5'35 W l9j7.j5' w SEC, 30,..'" SEC. 29 R13
<br /> S. 11020'55"W 0.33'(M)(R13) --------- �•N 89
<br /> 035'35
<br /> 128.001 �92.0 fy
<br /> FD. BOLT IN MON. WELL 035,35" E_ 6802-79'(M) 6803.J6(R2) 981 jM R13
<br /> ELEVENTH STREETS 89 (A4)(R7) D. 2" BRASS DISC STAMPED T 2 S., R. 5 E.
<br /> F
<br /> AT SEC. COR. (R12)(R13) L.S. 5J40 IN MON. WELL(R7)(RIJ) U. D. B. & M E
<br /> KROHN ROAD- �7
<br /> CURVE TABLE LINE TABLE E S 00047'36" W 0.151(m) M )qij--
<br /> OF SEC. LINE 36 T_ 68.Tkv_ 13
<br /> CURVE DELTA RADIUS LENGTH LINE DIRECTION jq,,je47ffi� 58.--,§rM R13
<br /> DISTANCE REFERENCE LINE DIRECTION DISTANCE REFERENCE LINE DIRECTION 1 N
<br /> CHORD CH BEARING 77ON DISTANCE REFERENCE
<br /> --------- 32 N J4018'16" E 58.14 li
<br /> 1 02"28'08" 460.00' 1 1 9.82,-T-- J�M2�' --ix.67 Mjj�ylj 1.3 _b�4'�6rt R
<br /> 2 j� 8 w 41.59' M(i?lj)
<br /> -1 _E_ )(PlIj
<br /> -69 0 ir 45- __X7_.,62_T -.__(j 14 143.18' 13
<br /> 2
<br /> _-Tr 4�ib&' 3 s R 9 ---6 -n--W 56.00' 13
<br /> 30 19 32 _M(1�03�� 15 -1111(�Oi4_-r2 P E 5.001- (m
<br /> 10 421 k-wjyj -)(q 35
<br /> ------- _�00 (M)(Rj�o
<br /> _��9 22 47 47�j_4752_.6Vj_2j_1:_77vj 4 S 6eflTyl -fi.-o-6 13) - 6;�� N Z1 22 27 E 155 51 M R13
<br /> 1 31 18. 16 .00 36-__6&4� _6
<br /> - N 7 36 6&r (R 13)
<br /> ��.28 Y)(R J 11 S 15 54 35 E
<br /> A_4 2j*J jfP _( _L)- ___
<br /> wr�-,w---- - - -3 §--8§v-1,e2-4-f V-Z-=,0&-c
<br /> 121 22 27 W 141.05' (M)(RIJ)
<br /> P.'\TP,4CY�214300\U4PS\214300BD2 9 99 D.D. SHSETNO. 53D �N �9���5 P_W_____;�qj__ (M)(Rli) 36 N 61 E 1 26.07 -flum%_11-31 SHEET 2 OF 5
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