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35- b <br /> LINE TABLE <br /> PA-os-z7 <br /> LINE BEARING LENGTH <br /> L1 N04°15'02"W (M) 42.69'(M) PARCEL P <br /> SACRAMENTO AND SAN JOAQUIN <br /> L2 N05°08'20"W (M) 94.62'(M) DRAINAGE DISTRICT EASEMENT <br /> L3 NO2°42'46"W (M) 71 .63'(M) PER O.R. 2793-172 NOTE BEING ALL OF SWAMP AND OVERFLOWED <br /> L4 N06-36'1 0��E (M) 70.92(M) _ LAND SURVEY <br /> MA <br /> NO, 4069 LYING IN <br /> L5 N16°11 '42' $)E (M) 78.73'(M) f _ - \ A TEN-FOOT BUILDING SETBACK IS REQUIRED FROM THE zo <br /> L6 N24°58'03"E (M) 154.89'(M) LANDSIDE TOE OF LEVEE LOCATED ALONG -I-HE EASTERLY SECTIONS 16 AND 17, T. 1 S., R.fiE., M.D.B. Sc M. <br /> L7 N40'50'1 6"E (M) 71 .44'(M) L56 L54 � BOUNDARY OF PARCELS 1 ", "2" AND "3". SAN JOAQUIN COUNTY CALIF <br /> L8 N47 23 32 E (M) 73.65'(M) L58 L57 --}- CALIFORNIA <br /> L9 N56°37'27"E (M) 226.48'(M) <br /> L10 N56°09'07"E (M) 88.75'(M) �" �` L55 SCALE: 1 = 150, MARCH 2008 <br /> L11 N54047'32"E (M) 107.92'(M) ' �-�-- <br /> SHEET 3 OF 3 <br /> L12 N57°36'55"E (M) 87.86'(M) QUARTAROLI & ASSOCIATES <br /> L13 N58051 '48"E (M) 47,79'(M) o o LS�--��;�` .LAND SURVEYING LAND PLANNING <br /> L14 N55°06'20"E (M) 26.74 (M} 10 / t°�x APPROXIMATE ORDINARY <br /> L15 N41°52'21 "E (M) 22.52'(M) O w / X'' HIGH WATER MARK ENGINEERING <br /> L16 N 18"36'1 6"E (M) SACRAMENTO AND SAN JOAQUIN MANTECA, CA. <br /> 21 .95'(M) _z z / �, '' DRAINAGE DISTRICT EASEMENT <br /> L17 N10°16'55"W (M) 30.47'(M) z � � '\ X PER O.R. 2793-172 <br /> L18 N29°23'30"W (M) 28.28'(M) _2 z <br /> -1 <br /> L19 N36-43'1 7"W (M) 108.57'{M) � o `�x L17 \ <br /> L16 <br /> L20 N33°33'48"W (M) 91.57'(M) o o `'�� <br /> h�`,x L 18 <br /> L21 N34°24'36"W (M) 78.15'(M) �-'- �' , \ L15 <br /> L22 N34°24'36"W (M) 0.59'(M) THE AREA BETWEEN // <br /> THE TRAVERSE LINE AND THE , �._�.,� L14 <br /> L23 N36°54'36"W (M) 80.75'(M) �� x APIV- PROXIMATE ORDINARY HIGH WATER MARK VARIES <br /> L24 N35°24'45"W (M) 91 .78'(M) �/ AND WAS NOT SURVEYED BY THIS MAP. ALL i �;�'' k<, \ <br /> L25 N31°29'47"W (M) 1 15.12'(M) ,�-f- AREAS ARE COMPUTED TO THE TRAVERSE LINE. <br /> L26 N28036'52"W (M) 110.22'(M) `��' \ THE AREA BETWEEN THE TRAVERSE LINE AND THE <br /> L27 N25°20'38"W (M) 91 .58'(M) v -�- Q ,�� ,'' \�\ `� APPROXIMATE ORDINARY HIGH WATER MARK VARIES <br /> L28 N 18°56'27"W (M 92.49'(M) z w I i AND WAS NOT <br /> �( ) SURVEYED BY THIS MAP. ALL <br /> o �, ,' `<� \ AREAS ARE COMPUTED TO THE TRAVERSE L29 N 14 1626W (M) 95.92�(M) > z - - �\ \\� \ RSE LINE. <br /> L30 N 12-58'56"W (M) 108.50 (M) w i �L�`�'�' <br /> _ \\ X \ <br /> L31 N07'09'53"E <br /> 56;41 „W (M) 74.89$(M) z o � \%' <br /> Z <br /> L32 N01 09 53 E M 46.0 ova '� \\ X� SA ,��' i/L22 <br /> ( ) 3,(M) co z �p S SACRAMENTO AND SAN JOAQUIN <br /> L33 NO1 09 53 E (M) 1 .15 (M} w cn \ X�� DRAINAGE DISTRICT EASEMENT �- \\ X \ <br /> » w PER O.R. 2793-172 6 <br /> _ L2,. \\ \ <br /> L34 N061629E M) 66.23�(M) � <t f- \ �X � <br /> Lu <br /> L35 N16005'52$)E (M) 73.27'(M) = w u- <br /> 00 N `�d'j � '/ \`� <br /> L36 N26°00'57"E (M) 78.12'(M) ~ � /~ �/X�3j LZ��� �' � � THETRALINE ALONG \\ <br /> 28 ,� APPROXIMATE \� APPROXIMATE ORDINARY <br /> L37 N33°39'24"E (M) 68.89'(M) -� ���<36 �2g -'� '� LnCENTERLINE OF LEVEE \��\ \ HIGH WATER MARK <br /> L38 N38037'35"E (M) 68.59'(M) �� � � _..-- � \ � \ <br /> L39 N46°12'38"E (M) 57.47'(M) ''' L34 _ �'�- "-=- - z \ \`\ \ /?/le <br /> �(� \ \X \ <br /> L40 N61°27'31 "E (M) 60.68'(M) r., \ � <br /> TRAVERSE LINE ALONG L33 L32 \ \ SACRAMENTO AND SAN JOAQUIN <br /> L41 N76°22'50"E (M) 63.60'(M) � I I THE APPROXIMATE ,-.� \ \ �x \ DRAINAGE Q N <br /> ° I I \ \ �> INAGE DISTRICT EASEMENT <br /> L42 S86 03 57 E (M) 62.98'(M) rn I I CENTERLINE OF LEVEE uj PER O.R. 1978-522 <br /> L43 S73°17'29"E (M) 69.60'(M) I I~` <br /> 6 <br /> L44 S65°42'28"E (M) 72.13'(M) r-------_._~y- <br /> L45 S60°08'57"E (M) 74.32'(M) a, I I N o, �� \\����5 L4 L3 L2 L11 <br /> L46 S54°46'53"E (M) 60.40'(M) I `Sp - ---� -- <br /> L47 S49 44 59 E (M) 81.08'(M) I I Op,, <br /> L48 S47o09'15)'E (M) 62.68'(M) <br /> L49 S48 51 49 E (M) 45.50 (M) I I ��s° '�� 7.0' <br /> L50 S60°49'34"E (M) 48.28'(M) I- KATIE M. FECK 14OO, <br /> L51 S82°2938"E (M) 51 .48'{M} I I IRRIGATION EASEMENT Op,, `S�s'j i ,•� <br /> PER O.R. 2603-59 <br /> L52 N73°36'36"E (M) 52.32'(M) <br /> L53 N42-47'1 7"E (M) 51 .20'(M) <br /> 7.1 ( C) o <br /> L54 N090 59;50��'E (M) 51 .16(M) w I <br /> `S�p c:� w <br /> L55 NO3 35 17 W (M} 38.62'(M) w Q ( I s I c,, w <br /> L56 N07-09'01 "W (M) 80.34�(M) I I PARCEL !! 1 !! ��� !! !! !! !! Ln W <br /> L57 N07-26'34"W (M) 98.14 (M} z o PARCEL 2 PARCEL �:� ,�° a II �I <c <br /> L5 L58 N08 10 00 W M) 60.24 (M} � o I 82.39 ACRES GROSS TO TRAVERSE LINE �'- z <br /> Li I 82.39 ACRES GROSS TO TRAVERSE LINE 82.39 ACRES GROSS TO TRAVERSE LINE of o <br /> x z I I 0.61 ACRES IN ROAD R/W 0.60 ACRES IN ROAD R/W 0.60 ACRES IN ROAD R W � ,...� . o <br /> w -' 81 .78 ACRES NET / �.� o <br /> 81 .79 ACRES NET 81.79 ACRES NET <br /> I I w l 00 <br /> Ln I _ <br /> w .72i � ,`� <br /> KATIE M. FECK 16' 0 �I f-, <br /> INGRESS/EGRESS EASEMENT I w 0 001 w r" cv __ <br /> I Q-_ z <br /> PER O.R. 2603-59 w <br /> j" p 6 op <br /> I I cn I >; - <br /> I I <br /> 0') n I LI.� a- <br /> II 0 <br /> I I P.G.&E. POLE LINE -----I <br /> EASEMENT PER O.R. <br /> I I 334-426 <br /> II <br /> 2006-F ,:3 <br />