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I <br /> I I7C4o75.63 Fou 2 " QQC /N MOIV�IMEA/r <br /> y3"7G�.a2 SELL (Q/) Ciry of�srrxkro/v <br /> coov rRoG MONUMENT e$-2-3 <br /> w 3r. <br /> z LQ <br /> O <br /> :� N� <br /> LL <br /> 8 OR. 2858-66 9 • '53"W 9 .2 AfWAOIF City 0A- srct t root/ <br /> Yx r7"o5q.i9 1 �. PuaLc UrXl SA /rARY SE1d R <br /> -5204037 L � � &-—__— -— E <br /> SE SHEET 4 E ^fNr o•R 26e3-26s <br /> { _ E:C-44.TH ii RE T <br /> z <br /> PARKVIEW ESTATES '°� v is#T .4 a=21°40'22' <br /> WFEDULNL D � I \ _ _ •I Z • -1335.00 <br /> ' <br /> 2�" PA-SC V MONJMENrL=504. g, <br /> rK -- <br /> (RI) C/TY OF--SM I _ CH.=501.97 <br /> ' <br /> 'COA&ROL MOt4UMANr 55 CH. BEARING <br /> = <br /> N73058'42'W <br /> , <br /> 1 ' 1 25 26 27 A <br /> 28 2930 <br /> 1 \ / y� <br /> 32 • SCALE 1" = 100, <br /> . . • .� ,. i s 33 <br /> \wv�• V V V. •vw . w. •. .• ♦vw <br /> •* • � � •^ � ''� <br /> DEEP CLIFF <br /> : ... ; <br /> CENTL�iP[/NE Gid /B' L,//DE <br /> WAY <br /> �'.• <br /> �� , t •. .•, �.u'� C/rY OF%557L1GKTON .-*ARM `�,r 8 Q' h <br /> 34 <br /> ..... : . .. . i`C . •�6.s Dk'A/q/ �i4SEMFNT Q R. g h a 24 <br /> o <br /> 26 03 <br /> E SBY tD. E Y ELCOWMEW CORP.'�R. Mae W m 4 23 W c, 19 3s <br /> •�j.j�.�Uzz ^ �ti <br /> ttrt Atm t 91%d �rvv�cvv t 1 76 <br /> DENVER pG l�E. PgGEC/NE ' � � � 22 20 15 � 6 J r.V.. <br /> E AMEIVr O.R. 6/Z-?73 21 <br /> AV TO 8C ABAntMveD S wEI�tR wsT�:. C. bo,:l <br /> 14 (/ <br /> /Gid OHO QQ �� ��„ •r�� ('- •` <br /> 1 2 3 4 5 6 7 8 9 10 11 12 <br /> 179 <br /> Fr,.USTON 09 11ri I /r/ <br /> 140 <br /> A/04 jprg wa .04' -AVENUE <br /> X= I767293.09 `/7 0 » <br /> yam" 183G5.50 ys5/A3�9.99 --l7 79 •`—._"�RRON <br /> yz X49kr9o•02 <br /> CEN7AW41NE GW W W/DE 0/TY DIF SrdCAI �. GENERAL NOTES <br /> JTGRM DRA N AFASEWA/r o.a. 274;2-56W <br /> SEE SHEET 4 L A=9 1"A2560_ �4J 1 . SET A 5' 6" WITNESS CORNER, ON LOT LINE PROJECTION FOR LOT <br /> 1HH=332.76' CORNERS FACING A ROADWAY. (CHISELED "+" IN CONCRETE <br /> CH.= 330.78' SIDEWALK. <br /> CH. BEARING= 2 . EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PROVIDE PROPER <br /> N73058'37•W DRAINAGE WITHOUT CAUSING SOIL EROSION OR DRAINING ONTO <br /> ADJACENT PROPERTY. ALL LOTS ARE TO DRAIN FROM REAR TO FRONT <br /> UNLESS OTHERWISE SHOWN . <br /> 3 . THIS MAP REFERS TO THE APPROVED TENTATIVE MAP TM27-8917M34-qO, <br /> LEGEND AND TM 48-qo• <br /> 4 . THIS SUBDIVISION CONTAINS 40 LOTS ON 6.35 ACRES GROSS. <br /> FOUND MONUMENT PER MIP 30-77 AS NOTED. <br /> SET 3/4" x 30" IRON PIPE TAGGED L.S. 6630 <br /> o SET 3/4" X 30" IRON PIPE TAGGED L.S. 6630 IN MONUMENT <br /> WELL TRACT NO. 2509 <br /> (R) RADIAL BEARING <br /> P.U.E. PUBLIC UTILITY EASEMENT SLMUNVOONS OF SAN JOAQUW COUNTY <br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS GOLF COURSE TERRACE, UNIT NO. 6 <br /> SET 1/2" x 24" IRON PIPE TAGGED L.S. 6630 AT ALL REAR BEM A PORTION OF SECTION ION 2Z T.1N. � � MDB &p& <br /> LOT CORNERS <br /> BASIS OF BEARINGS-. ALL IBEAR0445 AA0 COORDINATE'S AIDE M. i P. MAPS i PLATS, S.J.C.R. CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> BASED ON THS 0AI.IFO9N4q CIbRD/NATE SY'sTvM 27, ZDNE .7 <br /> THE BEARING OF S00. 25'07"W BETWEEN CITY OF STOCKTON CONTROL (R1) RECORD PER GOLF.COURSE TERRACE, UNIT NO. I MAPS THE ENGINEERING COLLABORATIVE <br /> MONUMENTS 5S-23 AND 5S-24 AS SHOWN ON THAT RECORD OF SURVEY FILED PLATS, BOOK 301PAGE 77, S.J.C.R. <br /> IN BOOK 29 OF SURVEYS, AT PAGE 8, SAN JOAQUIN COUNTY RECORDS. ALL MARTINEZ, CALIFORNIA <br /> DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. FOUND CITY OF STOCKTON CONTROL MONUMENT AUGUST, 1992 <br /> MULTIPLY GROUND DISTANC£SBY0.999934 TO OBTAIN GRID DISTANCES. <br /> O.R. OFFICIAL RECORDS OF SAN JOAQUIN COUNTY <br /> H. CHORD JOB NO. 91022 SHEET 2 OF 4 <br />