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r <br /> _ 0 I I FD. 3/4" IRON ROD TAGGED RCE 12685 Q5 <br /> FD. 1" IRON ROD2Q ----`'- C - -PINE ffm N 89' 00' 19" W 734.26' (N 89' 00' if 734.05' Ql Q ) PARCEL "A" of <br /> 369.52' - -�-- - - - - P.M. B-35 _ BAUMBACH & PIAllA INC. <br /> T 7--Z= - <br /> - - - - CIVIL ENGINEERS <br /> SURVEYORS <br /> 32 Lm' CMDF. co <br /> 30' 30' 32' PARCEL MAP <br /> 0 <br /> cc cc A PORTION OF THE SOUTHWEST QUARTER OF <br /> ca <br /> �',�1, ".='�� <br /> SECTION 6, T. 3 N., R. 7 E., M. D. B. & M., CITY <br /> co <br /> ACCEPTED - cl� a; <br /> FOR HIVE � I o OF LODI, SAN JOAQUIN COUNTY, CALIFORNIA <br /> July, 2004 Scale: I"_80' <br /> �., C:5, 2� 10 i EXISTING 5' P.U.E. <br /> c, Sheet 2 of 2 Sheets <br /> N 89' 59' 42" E 734.23' <br /> BASIS OF BEARINGS: <br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF CLUFF <br /> S.F.N. <br /> S.F.N. 672.23' AVENUE AS SHOWN ON R.S. 24-107 AS NORTH. <br /> I I <br /> -�'" 314.27' 32' <br /> 357'96 2.00' 10' x 10' P.U.E. 1��REEFER TO TENTATIVE YAP APPLICATION N0. 04-P-001. <br /> DEDICATION <br /> I 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> g U I I II 3. FOUND MONUMENTS ARE UNTAGGED AND NOT OF RECORD, <br /> (� I -5.00' P.U.E. DEDICATION I I I 8 10.00 UNLESS OTHERWISE NOTED. <br /> co <br /> I--11.50' OVERHEAD P.U.E. DEDICATION C12PARCEL 5 4. THE P.U.E. DEDICATION GIVES THE CITY, OWNERS OF <br /> a, fg SEE NOTE 8 { <br /> 1.42± AC. { d a g PUBLIC UTILITIES, AND OWNERS OF CABLE TV FRANCHISES <br /> o THE RIGHT TO ACCESS, CONSTRUCT, MAINTAIN, INSPECT, <br /> m M i �--16.50' PARCEL 6 b I I 5 = REPAIR, REPLACE, REMOVE, AND OPERATE THEIR FACILITIES <br /> CQ <br /> -~ I 1.751 AC. z I I x IN THE P.U.E.S. NO BUILDINGS OR STRUCTURES SHALL <br /> { _ i I F - - - - - - � BE CONSTRUCTED NOR SHALL ANYTHING BE PLANTED <br /> o N 89'59'0b"E M 224.84` I I-� I EXISTING P.U.E. ( WITHIN THE EASEMENT WHICH WOULD INTERFERE WITH <br /> qj THE USE OR OPERATION OF PUBLIC UTILITIES IN THE <br /> (LN. 86075446) EASEMENT. <br /> a I 357.80' --�� 90.06' - - - <br /> L � ` O <br /> N 8948'18" W 447.86' { fi- 5. REQUIREMENTS OF THE LODI MUNICIPAL CODE FOR THE DEDICATION OF <br /> { X11 O 8 I EASEMENTS,RIGHTS-OF-VAY AND AN WEUS, PAYMENT OFFEES, AND NSTALLATTION OF OFF-SITE OF TANKS <br /> PRIVATE I I g I STREET IMPROVEMENTS AND UTILITIES HAVE NOT BEEN MET AT THIS TIME, <br /> I I { UTILITY EASEMENTS I� AND MUST BE MET PRIOR TO DEVELOPMENT OR ISSUANCE OF A <br /> SEE NOTE 7 <br /> z o BUILDING PERMIT OR WHEN REQUESTED BY THE CITY. <br /> 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND <br /> � I I P.N. 2003-002553 I � 1111 <br /> o I <br /> PARCEL 4 I (1 I BOOK OR VOLUME PRECEDES PAGE. <br /> tw <br /> 12N. 2003-00255 <br /> I { 1111 <br /> m 7. PRIVATE EASEMENTS ARE TO BE CREATED BY SEPARATE DOCUMENT AT, <br /> 1.650± AC. <br /> C> b I I { {� I I11 I o OR PRIOR TO, TRANSFER OF TITLE OF PARCELS. <br /> rn <br /> I I iM 8. BUILDINGS AND STRUCTURES IN CONFORMANCE WITH CURRENT ZONING AND <br /> BUILDING ORDINANCES ARE PERMITTED IN THE EAST 11.5 FEET OF THE <br /> 55.00' ---�. I 16.5-FOOT OVERHEAD PUBLIC UTILITY EASEMENT TO A MAXIMUM HEIGHT <br /> .� OF 23 FEET. <br /> I I PARCEL i I I o P.U.E. DEDICATION I I I �11 " ' �I � <br /> LEGEND: <br /> 4.46± AC. l i ate. SEE DETAIL "A" I i I I m l w - - <br /> rn { EXIST. P.U.E.; `'`--- 55.00' S.F.N. SEARCHED, FOUND NOTHING 1 MdcP 14-139 <br /> { I UND <br /> SEE DETAIL "A" II w � SEC. SECTION 3 P.M. 8-35 7 <br /> I.N. INSTRUMENT NUMBER <br /> D.N. DOCUMENT NUMBER 5 P.M. 23-7 <br /> I N 68'40'00" E S69'5 ' 00"W 219.54' P.M. PARCEL YAP 6 P.M. 21-14 <br /> EXISTING P.U.E. R.S. RECORD OF SURVEY 7 D.N. 2003-002553 <br /> 143.68' I �, L - - - _ _ (I.N. 86024572) REF. REFERENCE <br /> I I �1 ch I B.O.B. BASIS OF BEARINGS <br /> l m g l T7 <br /> P.U.E. EXISTING PJ U E LITY EASEMENT <br /> I EXIST. P.U.E.; <br /> 30' I 30' I I o SEE DETAIL "A" 9 O SET RAILROAD SPIKE <br /> L6 PARCEL 2 I zt SET CHISELED CROSS <br /> L6 I Ui FD. 3/4" IRON ROD IN MONUMENT BOX <br /> I 11.5' P.U.E. DEDICATION 3 0.989± AC. PARCEL 3 <br /> • FD. MONUMENT AS NOTED <br /> S.F.N. � 1.615± AC M <br /> EXISTING 5' P.U.E. (I.N. 82004266) � �' °..° o � FD. 3/4" IRON ROD PER ® � <br /> 3.00' _ _ 310.15 <br /> - { d M M <br /> co coO <br /> I z <br /> I <br /> T. 3 N. R. 7 E., S 86'08'55"E 340.22' Q 5.00 sel''-' <br /> �• D. B. �, EXISTING 10' P.U.E. RIGHT-OF-WAY FD. 3/4" IRON ROD TAGGED RCE 12685 • » <br /> O � DEDICATION 32' NO RECORD DETAILA � <br /> 8� <br /> SRC. 6 m co - SEE DETAIL "B" 32 SCALE: 1"=30' <br /> aS;3, <br /> co ocz> � Iy� <br /> x co <br /> 149.00' 188.07' <br /> CURVE DATA ��' RIGHT-OF-WAY <br /> / 3.00'-�1 S00'S6'20"if CURVE NO. RADIUS DELTA LBO TANGENT CHORD LENGTH CHORD BEARING S86 08 55"E--� 0 DEDICATION <br /> FD. 5/8" IRON ROD TAGGED IS 2273 <br /> PER (DO 2Q 3'00' ni 25.00 08'03'33" 3.52 1.76' 3.51' S89'49'20"W } <br /> LODI AVE" I S 86'08'55"E 337.07' 2 25.00' 08'01'25" 3.50 1.75' 3.50' SO4-00-41-W J <br /> 340.22' 0 `; FD. 3/4" IRON ROD <br /> -� �I TAGGED RCE 19638© 3 25.00' 77'46'08" 33.93' 20.16' 31.39 S46'S4'29 DETAIL 'B' <br /> S 86'08'55'E 736.12' 395.90' 9 1/4 SECTION CORNER <br /> (S86'11 E 735.57' 1Q O ) � SCALE: 1"=20' <br /> PST 3866-A <br /> CENTRAL, CAM&& TRACTION C011PANy SECTION LINE • <br /> SEC. 7S: PROJECTS 2003 0375 dw 0375PM.dw 2/15/2005 11:06:35 AM <br />