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�5q I R opow BAUMBACH & PIAZZA. INC. CIVIL ENGINEERS SURVEYORS LORI, CALIF. TRACT N0. 2788 SUBDIVISIONS OF SAN JOAQUIN COUNTY _ MAP OF MILLSBRIDGE A PORTION OF THE SOUTHWEST QUARTER OF SEC. 11, T.3N., R.6E., M.D.B.&M., CITY OF LODI, SAN JOAQUIN COUNTY, CALIFORNIA. APRIL, 1998 SHEET 3 OF 3 SHEETS BASS OF BEAR_T1yGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF NOTES SECTION 11 AS SHOWN ON P.M. 20-139 & PAf. 20-172 BEARING N00'03'38"E, 1. REFER TO TENTATIVE MAP APPLICATION NO. 96-S-009. 2. A SOILS STUDY OF THIS SITE WAS PREPARED Bl' NEIL O. AgbUSGM MSSOCXCyREPORT NO. 59734 DATED JUNE 17, 1997. lZGEN 3. THE P.U.E. DEDICATION GIVES THE CITY, OWNERS OF PUBLIC P U E. PUBLIC UTILITY EASEMENT UTILITIES & OWNERS OF CABLE TV FRANCHISES THE RIGHT TO ACCESS, R.S RECORD OF SURVEY CONSTRUCT, MAINTAIN, INSPECT, REPAIR, REPLACE', REMOVE & P.M. PARCEL MAP OPERATE THEIR FACILITIES IN THE P.U.E.'S. NO BUILDINGS OR M. & P. BOOK OF MAP AND PLATS STRUCTURES SHALL BE CONSTRUCTED NOR SHALL ANYTHING BE I.N. INSTRUMENT NUMBER PLANTED WITHIN THE EASEMENT WHICH WOULD INTERFERE WITH THE ) RECORD DATA PER R.S. 7-251 USE OR OPERATION OF PUBLIC UTILITIES IN THE EASEMENT, B.O.B. BASIS OF BEARINGS 4. THIS SUBDIVISION CONTAINS 11.90471 ACRES CEOs AND k3 LOTS FD.3/4" IRON ROD PERIA) UNTAGGED 5. THIS SITE IS NOT SUBJECT TO A 100-YEAR FLOOD UNLESS NOTED OTHERWISE 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND zzal RES-weTED 4CCE S5 BOOK OR VOLUME PRECEDES PAGE. 7. THIS IS A RESUBDIVISION OF PARCEL 1 & PARCEL 2 OF PM 20-172. �' FD.3/4" IRON ROD, TAGGED RCE 19638, PER O MOMENTS SET,• W.LD. WOODBRIDGE IRRIGATION DISTRICT SET 3/4 "00" IRON RODS CAPPED & STAMPED "RCE 19638" SHOWN THUS.-O--, UNLESS OTHERWISE NOTED. STANDARD MONUMENT BOX TO BE PLACED ABOVE ALL RECORDS ARE SAN JOAQUIN COUNTY RECORDS MONUMENT SHOWN THUS. O. CHISELLED CROSSES "+" WILL BE SET IN BOOK OR VOLUME NUMBER PRECEDES CONCRETE SIDEWALK AT 4-FOOT OFFSET TO FRONT LOT CORNERS PAGE NUMBER. ON EXTENSION OF LOT LINE. 3/4 "x24" IRON RODS CAPPED & STAMPED "RCE 19638" WILL BE SET AT ALL REAR LOT CORNERS REFERENCES: AO R.S. 7-254, © P.M. 20-172 CURVE DATA LOT RADIUS DELTA LENGTH TANGENT CHORD CH. BEARING 1 38' 53'51'01' 35.71' 19.30' 34.41' S26'48'51"E 14 680' 2°04'24" 24.61' 12.30' 24.61' N88'03'18"W 15 620' 41281 24.65' 49.27' ---- „ 16 620' 0'47'56" 8.64' 4.32' 9.64' N80'29'28"W HAM LANE 15- 16 620' 5'21'12" 57.93' 28.98' 57.90' N82'46'06"W W.I.D. CANAL 17 680' 0'01'05' 0.22' 0.11' 0.22' N80'05'59"W 18 680' 4'45'05" 56.39' 28.21' 56.37' N82*29'07"W a z 19 680' 4'33'13" 54-04' 27.0 ' 5 .03' 7'08' 6"W � SITE z 20 680' 0'32'07" 6.35' 3.18' 6.35' N89'40'57"W d 17-20 680' '51'30 117.00' 58.65' 116.8 6'1 N85'01'15"W P C 45 468' 2'56'40" 47.11' 23.58' 47.091-1- 7.09' NO2'56'40"E 51 468' 2'28'11" 20.17' 10.09' 20.17' S06'3527"W 51 532' 2'54'53" 27.06' 13-54' 27.06' S06'22'06"W 52 532' 4'51'02" 45.04' 22.53' 45.02' 502'29'09"W 51-52 532' 745'55" 72.10' 36.11' 72.05' S03'56'35"W 1 t & SUBD.b 650' 2'12'21" 25.02' 12.51' 25.02' N8759'20 W VICINITY MAP (NO SCALE) 2 t & SUBD. 650' 9'00'00' 102.10' 51.16' 102.00' N84'35'30"W 3 & SUBD.I�y 650' 9'51'30' 111.84' 56.06' 111.70 N85601'15"W 4 t MILLS AVE. 500' 745'55" 67.76' 33.93' 67.71' N3'56'35"E 5)t MILLS AVE. 500, r36'37" 14-05' 7. ' N5'52'38"E 6 t MILLS AVE. 500' 1'08'37" 9.98' 4.99' 9.98' NT 15'15"E 7 t MILLS AVE. 500' 2'45'14' 24.03' 12.02' 24.03' S6'26'56"W 9606FI�2'dwg ,9�5'00,9 3525- M�nMr