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LINE TABLE LINE TABU' CURVE TABU 1�'E>``ERENCE5:
<br /> PA 03--
<br /> O
<br /> LINE BEARING DISTANCE_ LINE BEARING DISTANCE CURVE RADIUS DELTA LENGTH CHORD (R1) P.M. 20-13ARC � �
<br /> ,i (R2) P.M. 18-158
<br /> L 1 550'51'42"W 64.29' 1.22 580•"26'01"E J32.74 C1 150.00 39°08 18 102.46 N70'25 51 E 100.48
<br /> (RJ) R.S. 7-127
<br /> L2
<br /> EAST 54.70' L23 N85 '09"E 511.36 C2 150,00' 74°0722" 194.05' 552°56'19"W 180.80' (R4) P.M. 21-1.69 PORTIONS OF .SECTIONS 13, 14 & 24,
<br /> L24 , 3" 50.44' CJ 300.00' 45'42'21" 2:39.32' N38°43'49"E 233.02'
<br /> " (R5) P.M. 20-160
<br /> LJ S 15'52 38 W 96,40 N 16 05 J E
<br /> 2 5 16 91 -N- TOWNSHIP 4 NORTH, RANGE 8 EAST, M.D.B.&M.,
<br /> L4 561'3459"W 2'41.1:2' L25 N34'57'40"W 50.17' C4 175.00' 57'20'12" ?75,1 S89'44'S » '
<br /> • . L26 7'S4uw 5D.36' Cs 225.00' n, 32'040 40 .58' s6Tn9'09''W 35,3:48' ,x : SAN JOAQUIN COUNIX, CALIFORNIA
<br /> L5 S6104 49 E 7.8.15 N66 4
<br /> • 328,45' C6 150.00' 3758'1O" 99,40' S4 '06'09"E 97 60'
<br /> r 202:92 L27 N86 50.22 W SUBDIVISION APPLICATION SHOUP LAND SURVEYING, LODI, CA.
<br /> L6 51523 07'W f• REFER TO MINOR SURD S
<br /> 199.83 G7 175,(7(7' 41'05':18" N44`3943"W 122,8 '
<br /> L7 N72'21'06"E 78,24' 118 546 33 35 E NUMBER PA-03-203.
<br /> L6 562'05'14"E 106.70' L29 M68`24'48"W 1$3.76'
<br /> C8 250.00' 30'46'21" 134.27' N76'27'59"W 132.66' SHEET 2 OF 2 SCALE 1"=400' OCTOBER, 2003
<br /> C9 150.00, .5720'12" 150.11' 5$9'44'55"E 143:92' 2. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY
<br /> L9 565'92'22"E 48.90' LJO S3251'42"E 151.36 ; N ;; RECORDS AND BOOK OR VOLUME PRECEDES PAGE. q,S/S DF BEARINGS:
<br /> L31S65'12'22;,E 77,53' C10 27'5.00 221 210.. 7 N38.4J49 E 213.60
<br /> 199.51 , 45 4, ,. ,, � „ .
<br /> L 10 50.156 22 W0. 3 J. NEED FOR ALL NEW STRUCTURES AND OR SUBSTANTIAL
<br /> • » � 1.75.00' 4"07'22 226.401 55256 19 W 21 9 THE Q , . / THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 2J,
<br /> 152.09 L32 562 05 .14E 142.73 C 11 7
<br /> L 11 N6329 46 E » u IMPRCl/EMENTS CONSTRUCTED ON ALL PARCELS TO BE ,� _
<br /> 228:.9$' C 12 125,00 .39 08.18 85,39 N7n 25 51 E &3.74 WHICH BEARS N.89 00 55 E.. PER R.S. 35-50,, SJ:C R.
<br /> L 12 S74 32.16E 344,31' L3J S 15 23 07"W , ELEYA7ED A MINIMUM OF TWO (2) FEET ABOVE THE HIGHEST
<br /> 24.1.12' 013 150.00 4l 0518 39 43 W 105.28
<br /> L13 S88'08'56"W 154,32' L34 ,5613459"W " 107.57 N44 � » ADJACENT GRADE SHALL BE DETERMINED 41PON REVIEW OF
<br /> 0 , 96.4.17' C14 175:00' 375$'10 f 15:97 54306 09 E 1.93.86 FINAL SITE PLAN PRIOR rO RELEASE OF BUILDING PERMIT
<br /> L 14 56104 49 E 7f�,15 L35 S 15 52 J8 W MONUMENTS FQUND AND SE7.•
<br /> , ' WEST 54.70' C15 50.60' 102'31`39" 59.47' N6E3:8'56"E 78.00'
<br /> L 15 561,34 59 W 241.12 L36 „ 4. AT THE TIME OF DEVELOPMENT THE ENTIRE LENGTH OF SET 3 4"x30" REBAR WITH CAP STAMPED "L.S 7736"
<br /> . �; 4 ' L37 55951�42"W 9n.25' 016 200.00' 10332'04 361.40 S67n9 09;W 314.20 THE PRIVATE RIGHT-OF-WAY SHALL BE CONSTRUCTED TO � /
<br /> L16 5155238 W 96 0
<br /> 200.14' 589'44'55"E 191.90,
<br /> L17 EAST 54.7q L38 58513 0.1 E
<br /> 160:62' C l7 200,00 57°20,12 THE PARCEL BE/NG CIEVELOP£D, AND /T SHALL BE MAINTAINED -. _ FD. 3/4" REBAR WITH CAP STAMPED "L,S• 7736"
<br /> . ' , " 259. 6' N.38'43'49''E 252:44' TO THE STANDARDS REQUIRED BY SECTION 10.207 OF THE PER R.S. 35-•50 UNLESS OTHERWISE NOTED.
<br /> " 38..33' L39 S50'51'42 W 116:21 01:8 325 00 45 42 21 2
<br /> L 18 550 5142 W UNIFORM FOE CODE AND APP41CABLE SAN JOAQUIN COUNTY '
<br /> 12 :QO ,. . 161,71 .552 5619 W 150:67 FD, MONUMENT AS DESCRIBED REFERENCED AS NOTED
<br /> L 19 "1 '01"W 36,O4 L40 WLST 54.70 019 5 74 n7 22 » lMPR01/EMENT STANDARDS (DEVELOPMENT T1TL:E SEC, 9-1150.15�C1). �"f-`
<br /> N85 3
<br /> 96:4D' 020 175.00' 39.08'18" 119.54 N70 25 51 E 1.17.23
<br /> L20 N85-1,3'01"W 36.04 L41 S15#52138 W --t�3- FD. S J.Ca PIN & WASHER 1N MON. BOX PER (R1)
<br /> • ]::I-4,9J. L42 '01"W 36,04' 021 200,00' 39'08'18" 136,62' N702551"E 133.98' 5. UTILITY AND PRIVATE ROAD CASEMENTS FOR ACCESS
<br /> L21 S66'20 27'E41 N85.13 TO EACH PARCEL ARE TO BE PRD�IDED WITH THE
<br /> C22 100,00' 74'07'22" 129.37' 552.56'190W 120.53'
<br /> 02 3 350.00' 45'42'21" 279.20' N35'43'49"E 271.86' SALE OF EACH PARCEL. SUCH EASEMENTS ARE NOT 1.N. INSTRUMENT NUMBER
<br /> CREATED BY THIS MAP.
<br /> 6, A PRIVATE ROAD MAINTENANCE AGREEMENT IS TO P.M. PARCEL MAP, BOOK-PAGE, SJ.C:R.
<br /> 1 BE CONCURRENTLY ENTERED INTO UPON THE PURCHASE R.S. RECORD OF SURVEY, BOOK OR VOLUME-PAGE, SJ.C.R.
<br /> OF EACH PARCEL. S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> R K _ MT H C.C. CERTIFICATE OF COMPLIANCE
<br /> E�,<AR C.FF, � 7. HEAR CREEK ,�N�+4L BE lCEt', FREE OFALL t1l35 iA�.'LL�' WHICH
<br /> L17 G� L38 IMPEDE THE FLOW OF WATER ANY ALTERATION TO BEAR CREEK
<br /> (TOP OF BANK) WILL REQUIRE OBTAINING A WATERCOURSE ENCROACHMENT PERMIT (M) MEASURED DATA
<br /> FROM THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br /> L40 X21
<br /> G� DOC. # 2002-142876 daC. # �04��' 142e�"Is I�
<br /> �1 LK 93049477, PAR. l SECTION LINE DOC, NO, 20.02-156041, PARCEL 1
<br /> S28`25'01"E � (C C RECORDED PER DOC NO + +
<br /> �h R-5759.65' o=15°30'37" L=1559.17' 2003-.025078 I.N. 9901441.32
<br /> �---- 585'13'01"E
<br /> „ "
<br /> CH-5,87-0,1,4 1"W 1554.41' -- OF PROPOSED 60' WIDE PRIVATE EASEMENT a
<br /> PIPE - - 1771.41' _ , O BE E T PARCELS 2 3 I w
<br /> N 26,22E •16,22" _ �...,�Y, __ --- __ - -- - _ --- _ 021' & 4 (SEE NO 5
<br /> a
<br /> SCALE 1"=200' 4" IR " N S %'' �''. ` ` -
<br /> 3 a 3' $ 79 6.36' -; �-- -- ;` /_"- •'' .. - 60.21; 5 & 6� L�
<br /> 6
<br /> Rp. "RE 5009 61.8 56 �- /r' \\�_•_•.
<br /> TAG 5 R, ,' /. -_ BEAR CREEK { -_ _ 1.04' :z
<br /> G(R3) �a49g4 p4(�)( RFK ••• ��; ' ; TDP OF BANK ` 803.08'-` 213 •63'
<br /> pER 2003 61• --- R C :( ) :..... ''....._Ir l 1PER pOC# -7,ag BpP OF L23 1 0 E
<br /> PARCEL 4
<br /> J.N. 930494 I1, PAR. S Rpq 65 (T EAST ..•........ .
<br /> t rri L2 q 1336�3'
<br /> ENT TO Cl EMEN 79*16'22" 22.40' , 4D.075 AC. 25' BUILDING -..: `:I� i 2300.53
<br /> CESStSEM 42g,61 (�3) , i° F r 4n0.71 SETBACK LINE BOC. ND. 2G02--958041, PA
<br /> �. r- N7J'06 18"W 168.81
<br /> �, o,N{c C RECORDED PER DOC. Np 200-1-02507,9)EL 2
<br /> EX�STINc AC 1429,66' ���'• � � .... 2 r L25 L27 � t�� �,1� L>2 L4 .
<br /> 6'22 E R. '� DOC. # 2002-•18811 ' Zy Q, L26 � C, L 13 .8 ��5 " "
<br /> w - N79'1 o : �C. aC. # 2003 11834 C; 1 �, C9 ,N SEE DETAIL A I.N. 99118803
<br /> R_9. 1-•127 �� � �
<br /> 9 4.588 AC.
<br /> -- - fRDN PIPE" %":0`6 `�
<br /> ORE 5009 I.N. 9.3049471, PAR. 3 � ,; � PROPERTY UNE C��6°��� PROPERTY LINE SEC. 14�"c� J 9 SEC. 1,3 L5-. C � � 1/4 SEC. COR.
<br /> TAGCER3) 1 �; 108.25, & SEC. LINE L31 04
<br /> ".
<br /> L
<br /> SEC. 14 1237.47'PER ( 1405.06' 1405.J2(RJ) 179.99 ` � v C
<br /> - -S89'56'39'`W 2642.53(M)(R 1) �- IV89'00'S5"E "BASIS OF BEARINGS" 2640.57' (M)(R 1) `�I
<br /> SEC. 23 .o ,�
<br /> fD. 1" IRON PIPE LAGGED 1/4 SEC. COR. I / " " o 1.N. 88022327
<br /> FD. J 4 REBAR WITH
<br /> a "RE 5009" PER (RJ) FD. I" IRON PIPE, CAP STAMPED "LS 4334 SEC. 23 -� 24 15 r;
<br /> SECTION CORNER PARCEL 2 PER (R4)(RI), NO / � PARCEL ! PER (R4) FD, FENCE CORNER PARCE,�, `�' ,,,PARCEL �' N PARCEL 1 a
<br /> j P.M. 20 -• 13 TAG, BENT AT TOPi/ I P•M. 21-•189 - POST WITH BRASS TAG
<br /> �.. » » �• 45.2,33 AC, 40.000 AG 40.'D00 AC.
<br /> t� STAMPED LS 4124 �
<br /> -�
<br /> PARCEL J l.N, 01058810 `- ( ) `� #
<br /> P.M. 20 - 13 PER R1 LAYING DOWN, � DOC, r,003-118341
<br /> P.A�I. 72 °' ai SET MON. IN REMNANTS R.;,. 35--50
<br /> �i �� OF OLD ROTTENED POST =a'
<br /> X00' PROPERTY LINE
<br /> E. LINE OF W. 1 2 OF THE N.W. 1/4 �, - 30 I.N. 88022321
<br /> /
<br /> OF THE N.E, 1/4 OF SEC. 23 568 a
<br /> SOC. # 20021428%5 0.
<br /> J.N. 95099952 o a�
<br /> PROPERTY LINE
<br /> j I i N89°11'42"E 2642.76' N89-1 l'39"E 2642.75(R 1) 551.25' 1326.52' 806.06'
<br /> S89'39'JJ"W 2644.30' S89'39'29"W 2644.27' (R1) )) _ ___ --- -�
<br /> 660.69' 589'38'34"W 2683.83'
<br /> � �- p__ --- WIT
<br /> � � � INE 1 2 OFN.W. 1 4, SEC 24
<br /> FD. 3/4 REBAR Wl 1/16 SEC. L S LINE OF N / /
<br /> CAP STAMPED "LS 4334"
<br /> I.N. 88022327
<br /> PER (R4) DOC. # 2002-142815 04-2,3-04
<br /> 03O02PM2,DWG
<br /> I
<br /> g4
<br /> IIIIIII oily 111n�P/20D4 03 48P
<br /> ".
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