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d REFERENCES NOTES LEGEND • FD. CHISELED CROSS(R1) o (RI) PM 22-87 1. B&W SET 9' SOUTH OF THE SOUTHEAST CORNER OF PROPERTY SURVEYED IN RS S.F.N. SEARCHED, FOUND NOTHING FD. 3/4" REBAR CAPPED AND (R2) PM 12-128 27-57 ON THE EXTENSION OF THE WEST RIGHT OF WAY OF SCHOOL STREET AS FD. FOUND TAGGED "R.C.E. 19638" R1 BAUMBACH PIAZZA, INC. 323 W. Elm St. INDICATED IN FIELD NOTES OF SAID SURVEY. ( ) CIVIL ENGINEERS • SURVEY Lodi, CA 95240 P.M. PARCEL MAP FD. MONUMENT AS NOTED ORS 209.368.6618 BASIS OF BEARINGS: 2. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR R.S. RECORD OF SURVEY --- _ CENTER LINE www.bpengineers.net VOLUME PRECEDES PAGE. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF 3. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. O.R. OFFICIAL RECORDS PROPERTY LINE SCHOOL STREET SHOWN ON P.M. 22-87 AS NO3045'00"E. C. OF C. CERTIFICATE OF COMPLIANCE 4. THE ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF LODI BENCH MARK REF. REFERENCE 1088 (A BRASS DISC IN THE TOP OF CURB AT THE NORTHWEST RETURN OF B.O.B. BASIS OF BEARINGS PARCEL MAP OF SCHOOL ST. AND PINE ST.), ELEVATION 49.30'. B&W BOLT AND WASHER A PORTION OF LOTS 14 SC 15 IN BLOCK 16 OF MOKELUMNE 5. REFER TO CITY OF LODI TENTATIVE MAP APPLICATION N0. 07-P-09 IP IRON PIPE 6. REQUIREMENTS OF THE LODI MUNICIPAL CODE FOR THE DEDICATION OF (M) MEASURED NOW CITY OF LODI BEING IN THE SOUTHWEST QUARTER OF RIGHTS-OF-WAY, EASEMENTS, ABANDONMENT OF UNDERGROUND TANKS AND ( ] DISTANCES PER ORIGINAL PLAT SECTION 1 T.M., R.6E., M.D.B.& M. WELLS, PAYMENT OF FEES AND INSTALLATION OF OFF-SITE STREET IMPROVEMENTS AND UTILITIES HAVE NOT BEEN MET AT THIS TIME AND MUST BE CITY OF LODI IN SAN JOAQUIN COUNTY, CALIFORNIA MET PRIOR TO DEVELOPMENT OR ISSUANCE OF A BUILDING PERMIT OR WHEN > AUGUST 2008 SCALE:1 =60, REQUESTED BY THE CITY. < 7. ACCESS EASEMENTS TO BE RECORDED BY SEPARATE DOCUMENT CONCURRENTLY ''�:y SHEET 2 OF 2 WITH THE FILING OF THIS PARCEL MAP. Scale; 1"- 60' 640,06 V) NO3045'00"E B.O.B. Q 9.0' 0 FD. B&W SEE NOTE 1 NO3°45'00„E SCHOOL STREET FD. 2" IP AT Iml _ BLOCK CORNER(R1) � 80' -� _ 360.14' _ �- _ 80' -_�T�_- opo d �._- C) I I o I I 360.14 (� N4' I I 170.08' - I _ 170.08 �, 0 130.08' 40.00' 1 0 o 44 NO3°45'OOnE o I 360.16'(M) 360.21'(Rl OT I ) �I - - - - - - - � ELEVATION = INFINITY UPPER LIMIT OF PARCEL A o CO SEE DETAIL A ( ) �--- / r r J_// o _ --~ w o �- PARCEL A -i- - - ® _ - I Mr 40.00' ,`�� ;� ELEVATION = 74.64 BOTTOM 0 �p ( F LTJ L 0 T NO3°45'00"E j CEILING) NO3045'23"E 99.80 360.25 O' 0 170.125 FD MAG NAIL (R2) FD PK NAIL (R2) 9.18' �- PARCEL B -;- /� 170.125 _ ELEVATION - 65.46 NO3 45 23 _ 0 360.25 Li o _ /�) r / (TOP OF THE SECOND LEVEL FLOOR) C '�--59.50' 90.00' 60.65 co .ZJ4 100.00 O i I i ®- �' -.-- PARCEL A -► P-DFD PK NAIL (R2) I ,FD PK NAIL (R2) C\2 16.20 I I i 0.65 SOUTH OIC LINE " ELEVATION = 49.26 (TOP OF SLAB) °° I I � I I A-4 - - - - - - - Ir i � I - ELEVATION = CENTER OF EARTH j o (LOWER LIMIT OF PARCEL A) u 80 o , SO �)� I i �)� ; 80 SECTION A-A: VERTICAL PROPERTY VIEW �' I I I I NO SCALE zpw Cn 3.0' NO3°4545„E I I 360.34, z 34 SCHOOL STREET i 360. -� o f I NO3°45'45»E(RI) I I I I NO3° 5'00 40.00 3.25 j ®C R E T 0 STREET I I E 80.7e (M)(R1) [880] - - CXD > o I I I � _C1_j C �- 80' -�I�_ r 1 C r 360.365'(M) [360'] ��Imo_ 80' -�'�- 360 Izo � i .365(M) [360] I z 22-r I W I S.F.N. S.F.N. I J o J I Q Lq 80' '7r l r L-1 ,�l 3 f Pr i I o jlIJ �� 8 f C\2 o SEE NOTE 7- co 0 I I ocoCO Alk o ca - - 0.20 EAST OF � � - CORNER, ON LINE I 1 - - - - - - - - - - - - - - - - I LS1 03045'00"W40.0 S.F.N. S030 5'00"W 40.0 ' 60, /�- 800.14' _� Ilk - - - - , NO3045'45"E - - - �� DETAIL A S:\Projects\2007\07087\dwg\07067-PM.dwg 12/09/08 1:50pm-dELSON-%REFS: 18X28-FM-RS-PM.dWg 07067_HC.dwg 07067_TM.dwg 07067_Topo.dwg 07067_WorldngSurvey.drrg REFER TO TENTATIVE MAP APPLICATION N0. 07-9-09 NO SCALE 4094-A