Laserfiche WebLink
NOTES: <br /> ® <br /> I. BASIS OF BEAR/NGS BEAR/NGS, DISTANCES AND COORDINATES ARE BASED ON 7HE <br /> 1"E gyp) CALIFORNIA COORDINATE SYSTEM - 83, ZONE 3 (1991.35). A LINE BETWEEN CITY OF STOCKTON <br /> 5 5'S R MONUMENTS NO. 9N-24 AND E.B.M.U.D 'P 1563•+33,05 RESET 1991" BEARS S47'57'40'W <br /> N55 AS CALCULATED FROM COORD/NA TES SHOWN ON C/7Y OF STOCKTON 7RA VERSE CONTROL <br /> N=2, 197,441.203 ( 6 MONUMENT SURVEY, PHASES X11 & X/l/, F/LED FOR RECORD IN BOOK 33 OF SURREYS, <br /> E=6,342,452960O �6� 83 �A/��A AT PAGE 20, SAN ✓OAQU/N COUNTY RECORDS. ALL DISTANCES SHOIVN ARE GROUND LEVEL <br /> V `t DISTANCES AND MUST BE MUL 7/PL IED BY 0.99994434 TO OBTAIN GRID DISTANCES. <br /> Q 35 N=2, 197,869.629 <br /> Z 36 T-T7 39 40 41 42 43 44 45 46 47 48 '` 49 <br /> Q W 34 Q - E=6,343,086.486 2. DISTANCES SHOWN ARE MEASURED, UNLESS OTHERWISE NOTED. <br /> KENNEY - —DRIVE _ _5 0 50 FOUND 2.5- BRASS DISK, STAMPED <br /> J. THIS FINAL MAP CONTAINS 34 LOTS ON 6.98 ACRES GROSS. <br /> F CITY OF STOCKTON SURVEY MONUMENT, <br /> 33 <br /> P60 59 5132 31 30 29 28 53 9N-24, R.C.E. 8789 /N MONUMENT BOX 4. ALL LOTS SHALL BE DESIGNED, GRADED AND MA/NTA/NED TO PROVIDE PROPER DRAINAGE <br /> 52 PER RS 30- 17 WITHOUT PONDING, CAUSING SOIL EROSION OR DRAINING ONTO ADJACENT PROPERTY. ALL <br /> 58 v 54 LOTS ARE TO DRAIN FROM REAR TO FRONT UNLESS 07HERW/SE SHOWN. <br /> R1 O <br /> 57 55 5. THERE IS A 10-FOOT WIDE PUBLIC UTILITY EASEMENT ALONG 7HE LOT FRONTAGES AS <br /> N=2, 197, 194.591 0 6 56 SHOWN ON THIS FINAL MAP. <br /> E=6,341,991. 168 <br /> 6. FRONT LOT CORNERS FACING A ROADWAY WILL BE REfERENCED BY A WITNESS CORNER <br /> 09) (CHISELED CROSS /N CONCRETE SIDEWALK) SET 5.00' ON LOT LINE PRO✓ECROM <br /> 7. REAR LOT CORNERS WILL BE MONUMENWED WITH A 3/4" X 30" LONG IRON REBAR 1,YlTH <br /> �1 G�, 1 PLASTIC CAP STAMPED "L.S. 7520'; UNL ESS OTHERWISE NOTED. <br /> 8. REAR LOT WITNESS CORNERS WILL BE A 3/4" BY 30" LONG IRON REBAR WITH PLASTIC <br /> F CAP STAMPED "L.S. 7520" SET ON LOT LINES AT 3.00 FEET FROM 7HE LOT CORNERS <br /> �p 5\5 X25 AS SHOWN ON THIS FINAL MAP. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT <br /> CONTAIN A WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER. <br /> 9. REFERENCE IS MADE TO CITY OF STOCKTON APPLICATION TM 3-92, APPROVED <br /> APRIL 16, 1992. <br /> �p <br /> 5 10. THIS FINAL MAP /S SUBJECT TO THE PROVISIONS OF A SUBDIVISION AGREEMENT RECORDED <br /> ON MAS 0 , tooA. I AS INSTRUMENT NUMBERQ� <br /> Al SAN ✓OAQU/N COUNTY RECORDS. <br /> ` 11. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED /N CONFORMANCE WITH <br /> CITY OF STOCKTON SUBDIVISION DESIGN STANDARDS DRAWING NO. 6, CONFIGURATIONN, FOR77-1ERMORE, <br /> THE DEVELOPER OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER L07S UPON <br /> WHICH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY RE57PICTED ON ALL OTHER fRONTAGES <br /> 12 THE LOCATION OF THE 30-FOOT WIDE NON-EXCLUSIVE DRAINAGE EASEMENT AS MENTIONED <br /> N=2, 196, 178.705 /N THAT CERTAIN GRANT DEED FROM MORADA-WEST TO S70CK70N AUTO CEN7ER DATED <br /> E_6,341,211.086 DECEMBER 26, 1985 AND RECORDED AS INSTRUMENT NUMBER 85087740 CANNOT RE <br /> FOUND E.B M.U.D. 3RASS MONUMENT ON DE7ERMINED FROM 77-IE DESCRIPTION CONTAINED 01/7HIN SAID GRANT DEED. <br /> • MANHOLE STRUCTURE STAMPED 'P156J*33.05 <br /> RESET 1991" PEI? R.S. 33-20 <br /> CALIFORNIA COORDINATE TIES <br /> - <br /> (NO SCALE) <br /> 7RACT NO. 2610 <br /> SUBDIVISIONS OF SAN ✓OAQU/N COUNTY <br /> MORADA RANCH; LIN/T NO. 2 <br /> BEING A PORTION OF THE NORTHEAST ONE-QUARTER OF SECTION yNIRTEEN, <br /> TOWAISH/P TWO NORTH, RANGE SIX EAST, MOUNT DIABLO BASE & MERIDIAN, <br /> CITY OF STOCKTON, SAN ✓OAQU/N COUNTY, CALIFORNIA <br /> A. R. SANCUINETTI & ASSOCIATES <br /> CONSUL TING CIVIL ENGINEERS <br /> STOCKTON, CALIFORNIA <br /> SEP7'EMBEH, 200/ <br /> O.D. SHEET NO. 28 <br /> SHEET THREE OF 7731?EE SHEETS <br />