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1/4 SECTION CORNER i)IVI 0 1 `f I T � n I �) � � It A r-'\ A A FOUND BRASS CAP IN L_ . IVI LJ . IVI . MONUMENT BOX (CAL TRANS) p 11�,,II (STATE HIGHWAY NO. 12)A 11 S 8911'04" E SECTION LINE - 2643.48, (M) - �. FOUND 1" IRON PIPE b 1554.99 (CAL) < aaj FOUND CAL SECTION CORNER o .. I O MONUMENT TRANS CITY OF L001 v z N 4'20'23" E NO RECORD to 1180 O.R. 146 20 0 -' 15.56 (M)_ °' o o o - S 89'11'04" E 1005.29' _ _ a0 N o 3 412.18_ - - -78.48' 213.57 - 171.00_ N 88'25'26"359.52' (TIE) �- - - Q 0�- S 88'50'00" E CD N N w w L20 -' o rn FOUND AXLE (B) 1.31' (M) I C "= L" w N 89'11'04" W 135.01' M FOUND 3/4" IRON OO o n o �`' (''o PIPE NO RECORD 0 0 PARCEL 3 w � o � � o ^ o � 0.81 A C. 00 ? rn SEE DETAIL L q o o 04 y o °0 �� FOUND 3/4" z z o o I PPE NO RECORD N tEl 89'11'04 W z r, 135.01' L19 z S 49'34'11" E L14 L15 A Z w ,►1 2.35' (M) L17 L1.8 `t 75 L12 L,� L22 PARCEL 2 � N O I I L24 1.40 AC. o y DETAIL N d C O u O N.T.S. _ I) 0 v -1 LEGEND N (� 16.5' P.U.E. 3 N M i\ M ... N co "6 `- + \ I t • -____ FOUND MONUMENT AS NOTED ti N II'co I a 3 0 ♦ ----- SET 5/8"X24" REBAR & CAP R.C.E. 32067 0 c ,� DISTINCTIVE BORDER Ln PARCEL 4 Z __--- . .0 I 8.97 AC. N 0 b ^00 (M) ----- MEASURED PARCEL 'A' o N u (CAL) C 15' DEDICATION 6.5' OVERHEAD P.U.E. L1.1 N 0 S 89'48'30" E ,.� \ • ____ TO CITY OF LODI �� to2.58' O - FOUND MONUMENT IN SURVEY MONUMENT FOR ROADWAY ""1 o J - ----- BOX AS NOTED PURPOSES I I J L7 P.U.E. PUBLIC UTILITY EASEMENT L23 L2. m (- 7 7 3I II L9 _ L6 1 r1 111 0 o L5 N I U _ LINE DIRECTION DISTANCE o o / t'� C L1 S 00 00'26" W 23.50' o N AA / C j L2 S 00'48'56" W 21.50 y � > 6;: . 1 1 U L3 N 00'48'56' E 27.45' �F�9, / I I _ L4 N 45'43'41 E 55.42' a I C _ L5 N 89'11'04 W 64.19' r. PARCEL 1 Pp. L6 N 00'48'56 E 55.00 1� - - 60, 15' 12.30 AC. - i L7 N 89'11'04 W 40.00 STORM DRAIN AND b. S 89'11'04" E 25' P.U.E. �. L8 N 00'48'56" E 27.00' 1jf N 'tl I I 55.10 WATER LINE EASEMENT L1L9 S 0 S 00'48'56" W 70.50 S 00'48'56" E ^� 40' 2 00' N 89'11'04" W 170.69' L3 L11 S 89'11 04 E 27.50 S 89'11'04" E _576.44' L2 \ J L12 N 89'11 04 W 72.84' 111 N 00'00'26" E 27.00' N 89'11'04" W 148.63' L1 W q L13 N 00'48 56 E 25.00 U L14 N 89'11'04" W 77.84' L15 S 89'11'04 E 32.50 S 89'11'04" E 606.51' -� o _ r� L16 S 00'48'56" W 11.20' S 89'11'04" E 15.00' I S 8911'04 E _ L17 S 89'11 04 E 102.00 25' P.U.E. 3 p L18 N 00'48'56" E 25.44' ....1 FOUND AXLE o O rl L19 S 89'11 04" E 74.07' oo N NO RECORD o, L20 S 89'11 04 E 5.00 0 1.00' Z Lll L21 N 00'48'56" E 51.16' M :2 ►'1 I'no S 89'11'04" E L22 S 89'11'04" E 60.55' FOUND 1" IRON FOUND 1 1/2" IRON (D h o L23 S 89'11'04" E 20.00' PIPE (C) `�� PIPE, BENT (C) 00 co I 1 L24 N 89'11'04" W 43.00' / L I L25 N 00'11 30 E 31.92 00 I w L26 N 89'11 04 W 29.50' S 86'55'37" E _ 40.36' FOUND 1" IRON PIPE N NORECORD ACCEPTED o BASIS OF BEARINGS AS LINE 3 0 o r)^ cD I z U BEARINGS SHOWN ARE BASED ON FOUND MONUMENTS N L v ON THE CENTERLINE OF SYLVAN WAY AS SHOWN ON PARCEL VOLUME 28, OF BOOK OF MAPS & PLATS , AT PAGE 73 b ( 1 l `� ��LT' MAP SAID CENTERLINE BEARING IS N 00'11'42" E. 0 S 89'11 04" E 393.82' ;' \ \ THE NORTHEAST QUARTER OF - - - - - - - - - �o „A) SECTION 15, T.3N., ME, M.D.M. o rCITY OF LODI, SAN JOAQUIN COUNTY REFERENCE DOCUMENTS 25' P.U.E. L I Z_ CALIFORNIA (A) BK. 28, MAPS, PG. 73 NOTE: 112.50' / B) BK. 7, RECORD OF SURVEYS, PG 34 REQUIREMENTS OF THE LODI MUNICIPAL CODE FOR THE DEDICATION S 89'11 04' E 529.50' B FOUND AXLE (B) PHiLLiPPi ENGiNEERiNG, SNC. C BK. 5, RECORD OF SURVEYS, PG. 85 OF EASEMENTS, PAYMENT OF FEES AND INSTALLATION OF OFF-SITE CML ENGINEERING-LAND SURVEYWG D� BK. 8, PARCEL MAPS, PG. 116 STREET IMPROVEMENTS AND UTILITIES HAVE NOT BEEN MET AT THIS 595 BUCK AVENUE VACAVILLE, CA 95688 E) BK. 28, MAPS, PG. 73 TIME AND MUST BE MET PRIOR TO DEVELOPMENT OR ISSUANCE OF (707) 446-3434 A BUILDING PERMIT OR WHEN REQUESTED BY THE CITY. SCALE: r - 100' JUNE 1990 PAYMENT OF FEES INCLUDES CURRENT FEES AS WELL AS THOSE PUBLIC IMPROVEMENT FEES REFERENCED IN THE "AGREEMENT FOR REFER TO TENTATIVE MAP NO. 90P001 MEMORANDUM OF UNDERSTANDING" RECORDED JUNE 20, 1990 AS INSTRUMENT NO. 90061499, SAN JOAQUIN COUNTY RECORDS. 11 ® � (ries) 7- j.