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COO <br /> law <br /> 37 Vi <br /> GRAPHIC SCALE <br /> 100 0 50 100 200 400 / e FD. 2- 1/2'" BRASS DISC TRACT No. 3056 <br /> STAMPED 'CITY OF STOCK701V SUBDIVISIONS OF SAN ✓OAQUIN COUNTY <br /> n SURVEY CONTROL. MONUMENT <br /> R.C.E. 142_69" 5S-- 16 (R4) 1'' 'Y / 'V <br /> ( lrr FEET ) N= 2159968.6• - <br /> inch 100 rt. _- ---- -- ---- BASIS OF BEAR/NGS � _L � ��N CREEK,1 <br /> �=_6350752 325 <br /> j - --v- 6'EA,QINGs, DlS7ANCC S AND COORDINATES ARE BASED ON THE CALIFORNIAUN17 6 <br /> COORD/NA 7E SYSTEM 83, ZONE 3 <br /> (7991.J5). A LINE BETWEEN C1 T Y OF -- - <br /> / STOCKTON MONUMENTS No. 3S-9 AND <br /> No. 5S- 16 BEARS N51 OCK70N HDIVG A SUBDIVISION OF PARCI L f OF PAR CEL MAP FILED IN <br /> ' O Of STO <br /> CALCULATED TED FROM CITY <br /> Coo fy TRAVERSE CONTROL MONUMENT SURVEY, BOOK 22 OF PARCEL MAPS, AT PAGE 69, SAN JOAQUIN COUNTY <br /> OAQ N I N PHASES X11 AND X111, FILED FOR RECORD fKE-CORDS, LYING IN SECT%ON 48 OF- THE C.M. WEBER GRANT <br /> �, / SAN / IN BOOK 33 OF SURVEYS, AT PAGE. 20, <br /> C ti� SAN JOAQUIN COUNTY RECORDS. ALL <br /> DISTANCES SHOWN ARE GROUND LEVEL CITY OF' 570CKTON, <br /> DISTANCES AND MUST BE MULTIPLIED BY SAN JOAQUIN COUNTY, CALIFORNIA <br /> /" K TO N - FD. 3/4" IRON 0.99993339 TO OBTAIN GRID DISTANCES. <br /> Y I IMITS �F STC PIPE TACGED <br /> \J GIT /, CITY L.S. 4876 (R� r i i i v <br /> / . - -- I I SN GROUP IlV� . <br /> T <br /> ,35"W / / ---'"�� SASE-ME E� MAP -�~ N1%°49'o1 'w <br /> A <br /> X72 00 / -� p,G -R R7) _100. 0%' 11.260 WILBUR AVENUE SUITE 101, NORTHRIDGE, CALIFORNIA, 9IJ26 <br /> 50 6 P P. <br /> „ IRON <br /> E INOE.R S �.0 < FD. 3/4' IRON JUNE 2002 <br /> �jN/ FD I"AG�EDI R�MA22 60 <o ��' PIPE TAGGED �n SUHDIVISION S�UI/IA11AR - NOTES: , <br /> 5 <o �� L.S. 4876 (R7) <br /> FUER ,--�, �R / P�pL 6 (R763.55' <br /> 63. -- - <br /> M•,-w T 3� GED �/ S �g7 � o] �' �' 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> G GI, FD• TAS L� ,5r E o - 10 c_A _' <br /> ' �E (R/)i ° () < �'� �� _ E-_- z \ P l_OTS .7 -93 7 1.432 AC. <br /> \ cEG PIS <br /> 48 76 � I 1 �' !'" __� v, _STf�'EL T..f,' N 5 _ _ 3.268_, 4C 2. A 10' PURL/C UTILITY EASE HENT HAS BEEN OCDlCA100 ALONG' ALL STREETS AS <br /> t L �' 9 N �- v, a> .� -_ _ .__ - __. _ SHOWN ON THIS MAP. <br /> S0. �� 2�15_ � <o� ow, �', - \ TOTAL UNIT 6 BOUNDARY 14. 70 AC. ' <br /> 3- 1 11 1 ' o 06g <o a /' <o, SET A 5.5' WIINESS CORNS <br /> 2 - R ON LOT LINE PF OJE C7/ON FOR LOT CORNERS <br /> -::;;�c R ) a 8 o X „ <br /> �E �)( M) o 63 i <o � - 40' 80' •� � _ _ __ _ FACING ROADWAY. CHISELED •f IN CONCRETE SIDEWALK) <br /> C R � - <br /> E ( L D - .-� <br /> 43 R E' k /� TEMPORARY o D <br /> p� � o _ P,q f� CL`_ � 2 � � f. <br /> 3 6 (R 3)( <' f^I <- k TURN AROUND �_ ) // ) / / 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED 70 PROVIDE PROPER <br /> FD. SECr <br /> <o <br /> C U M S ;- <v U' u s EASEMENT �� �. M. l�L - C��7 S. �J. (� . �1. (w,) <br /> DRAINAGE WITHOUT PONDING, CAUSING SOIL EROSION OR DRAINING ON70 ADJACENT <br /> CORNER R7 (R2) ` I 6 ' ALL LOIS ARE TO DRAIN FROM REAR TO FRONT UNLESS OTHERWISE <br /> 1 - - <br /> (R�)(R5 i R6 3�,, <�� = �'� ------ ---------- --- - ---- -- - -- SHOWN. <br /> � ,� � � PROPERTY ' <br /> DETAIL 'C' <br /> FD, 3/ IRON <= �� �, `W \ rn NOT 70 SCALL 5. THIS MAP REFERS TO APPROI`ED TENTATIVE MAP TM10-91. <br /> PIPE rllCCFD R. C.E.\ �- < <<, }� - - A' Z' AIN A WITNESS <br /> < - �a �� �� <br /> __ - 6 ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONT <br /> 2954 7 (R2)(R5) J c o f- 4 - ° <br /> < o� J rel L f=. <o �� �v z <br /> \ o� 1 N CORNER ARE FROM LOT CORNER 70 LOT CORNER. <br /> G(�U N TY \\ \ -v j _ / < �'� 6 <� 7. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED IN <br /> A�7 U I N \ o <o u- `�� �' a °�- CONFORMANCE W/Ifl CITY OF SIOCKTON SUBDIVISION DES/GN STANDARDS DRAW/NG <br /> N J 0 \ n / <o a /� -f D. 3/4" IRON F''1/1l <br /> < 6' / J No. 6 CONFIGURATION. FURTHERS THE DEVELOPER OF THE SUBDIVISION SHALL <br /> SA �` - o� `oma � ' '' i < PIPL- TAGGED �:� 1 G . <br /> ��- ° Ni) 5f`1ECT STf�ECT ABUTTING 7HE CORNER LOTS UPON WHICH ACCESS IS 70 BE <br /> <s o, s < L.S: 4876 (R7) <br /> f h L.INE OF-------\O �s f ,o // N E c� a 2 F PROVIDED AND ACCESS IS HEREBY RESTRICTED ON ALL OTHER FRONTAGES. <br /> CEN 1 \� 1 0� - <br /> POCr( LANE <br /> Cl TY OMI TS L INC <br /> < 'FD. 3/4 " IRON PIPL LEGEND <br /> <`� j `cA TAGGED R C.E. 29547 'R2 <br /> ( FD 1- 1/4" IRON PIPE, NO TAG <br /> V - <o o� < o� o� --- - -- -- --- --- 6� FO 2" IRON PIPE WITf-1 BRASS CAP STAMPED 'P.G.&E. R.E. 5853" <br /> - < u o w -FD. 3/4" IRON <br /> _ DETAIL D" <br /> \ _ < s J [_ .r o� �, I 7 PIPE TAGGED O FOUND 3/4" IRON PIPE TAGGED R.C.E. 29547, OR AS NOTED, <br /> <<? _ �' SI l F L l 0� �T o „ N07 ID SCALE <br /> ' � < \ .9 �- � L S. 4876' (R7) IN MONUMENT WEZ L, AS SHOWN ON REFERENCE NOTED <br /> SEE DETAIL /\ - - -_ - -FD. 3/4" IRON FD. 3 4" IRON PIPE TAGGED R.C.E. 2954 7 <br /> . o� N= 11 72 X9.952 PIPE TAGGED ® / <br /> \ - HEREO O - -- --- OR AS NOTED <br /> .y /� <br /> Ls 4876 (R7) <br /> O SET 3/4 " x 30" IRON PITT_ TAGGED R.C.F. No. 27105 <br /> - ---FD. 1/2" IKON PIPE <br /> < , O SET 3 4" x 30" IRON PIPE TAGGED R.C.E. No. 27105 <br /> TAGGED R.C.E. 29547 (R2) E �� / <br /> IN MONUMENT 14/L l_. <br /> x <o ' J 13 \ 14 \ 15 \ JFD C17Y OF STOCKTON CONTROL MONUMENT AS NOTED <br /> E ru.E PUBLIC UTILITY EASEMENT <br /> D 1 FD� 2- I/2" BRASS DISC -- -- <br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> <o� V' U Q -< \ STAMPED CITY OF STOCKTON - -- <br /> EXISTING \ / 75. X32 5�° SURVEY CON7ROL MONUMENT N- 2155816. 16 CALIF. COORDINATE SYSTEM--83, ZONE 3 <br /> RE STRIC TED ACCL SS %� �o , , 22 5 9�8 .��j R.C.f_: 8189" 3S--9 (R4) E= 6352041.54 <br /> J <br /> PER P.M. 22--69 of <o a_21 \ (M)�I (R2) g �29� �� �% N- _2155816 544 SET 7/2" x 24 lh'ON PIPE TAGGED R.C.E. No. 27105 <br /> S.J.C.R. (R%� <� o <o� ��, ° �' '�`� 2 g 5 8 \ Sd'' �iF- 6351041.390 I A T ALL REAR AND FRONT LOT CORNERS, INCLUDING <br /> 1 7 \ \�= � �'OJ -- PC, PCC, PRC, PT AND ANGLE POINTS, UNLESS <br /> o D <br /> E \ Z OTHERWISE NOTED <br /> N PIP 6 NIT <br /> J <br /> REFCREN CS 3 `� IRO 5 \ EEK S /�N E - LINE TABLE ---'----- - -_-_- -- WITNESS CORNER: SET 1/2" x 24 IRON PIPE TAGGED <br /> FE). \ 4 N C R ,�3, ,, - - A I ___._-_— R.C.E. No. 27105 A T 3 OFFSET DISTANCE <br /> 0 1 <br /> 3 N �= - _ L l_Nf_ L ENGTN _E3EARLNG Rf_F: <br /> 3 N �,- _ _ <br /> (R 1) RECORU PER Ll t IL E 1011N CREEK, UNIT 1, M.& P. 33-19 �� > ' J 0 I - O G N. ---- ------- ----- / <br /> (R2) RECORD PER.' LITTLE JOHN CREEK, UNIT 2, M.cC� P. 31-73 - '- �� c 1 �IT�L� M. F' �T --- -L` --- 80.00' -N7%°4925 "W (M)(R2) INDICATES RES7RlCIED ACCESS <br /> < _ / ------ - 0.R. OFFICIAL RECORDS <br /> R3 RECORD PER L/I TLC JOHN GREEK, UNIT 5, M& P. 34-6'3 0� <br /> ( \ PIPE , �R2� 2) L4 28.28 N27°10 .30 E (M)(R2) I.N. INSTRUMENT NUMBER <br /> (R4) RCCORU PER: RECORD OF SURVEY, BOOK 33, PAGE 20, S.J.C.R. '� 3 1 s- " I R C N 2 9 5�: M) M R2 (R) RADIAL BEARING <br /> L 2 28-36 <br /> �° <br /> i 4 W <br /> 1_01 -� � N6 40 9 � <br /> (R5) RECORD PER. RECORD OF SURVEY, BOOK 32, PAGE 118, S.J.C.R o f �T q, 5''E - 3 R. � 91 - - CITY LIMITS LINE <br /> 'SILO ° 3 2 _ �- FD�G�D ��5� FD, 3/4' IRON PIPE TAGGED R.C.E. L IO 21.89 N%2°10 59 E (��1)(�'7� M & P. MAPS AND PLAT <br /> (R6) RECORD PER. RECORD OF SURVEY, BOOK 18, PAGE 160, \ 1 R ) TAS E - <br /> N 2 (;�) -�. - 1 29547 /N MON. WEL L (R2) _;'2-10'527__ R.S. RECORD OF SURVE Y <br /> S.1j.C.R. \ 9.6 I ,/� ' N%2° ACCEPTED AS INTERSECTION L9 _ 50.00 N (M)(R%) (M) MEASURED <br /> M R7 C 1 CURVE TABLE REFERENCE <br /> (R7) RECORU PER- PARCEL MAP, BOOK 22, PAGE 69, S.✓.C.R. � �� 2 2 /�� .J _ L 8 _ _107.4 0 N 7 7°4 9 07 W ( �( <br /> 1 - - _ „ L 1 LINE TABLE RCFf FENCE <br /> L% 5.08 N%2°7 D 5.3E (M�(R7� <br /> FD. 3/4" IRON PIPE TAC ! D R.C.E. 29547 - A CEN7L-RL INE COORDINA 7E REFERENCE <br /> E RENCE <br /> SEE DETAIL "C" - LC> 150. 74 ' N1 /°49'0%"W (M)(R7) <br /> ALL REFERENCES Afr'C TO SAN JOAQUIN COUNTY RECORDS AND _ HEREON /N MON. WELL (R2) --___..___ __ __ -._-_-.--_._ __ S.F.N SEARCHED, FOUND MOTH/NG SHEET 2 OF 4 <br /> BOOK OR VC>LUME PRECEDES RAGE NUMBEK. \ U: - ACC[ _T1 ,V <br /> D AS INTCRSEC7; ' <br />