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BASIS OF BEARINGS:
<br /> THE BASIS OF BEARINGS FOR THIS MAP IS THE WEST UNE OF THE
<br /> NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br /> MOUNT DIABLO BASE AND MERIDIAN; THE BEARING BEING N00'32'09"E
<br /> I
<br /> NORTH 157.15(M-M) PER 36 M&P 54, CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3.
<br /> DISTANCES_ T _ o SEE SHEET 9
<br /> LEAH LANE C:)i
<br /> 12.00' BY 0.99992590 0 OBTAINN ARE RID DISTANCES.GROUND DISTANCES.DIVIDE MEASURED DISTANCES
<br /> 0
<br /> NORTH 115.15'(T) 148 141 128
<br /> d
<br /> O
<br /> 121! 2 1 1
<br /> 87.00,_ __ --� 27.001
<br /> 1 - - - - NORTH 105.00' NORTH 105.00' Fj NORTH 105.00' LEGEND:
<br /> Q-
<br /> ,
<br /> ,`, 182 `a b IJ RIGHT OF WAY LINE
<br /> 6,582 SF `? I I - I I LOT LINE
<br /> 0 0 ►- o
<br /> Lo i o 147 N o 142 0 l I Cl 127 (n o
<br /> a I 4 ori a L6 122 - - - -- -- - -
<br /> �n � EASEMENT UNE
<br /> 181 w I I ,n 5,775 SF w ,r, 5,775 SF ( I I � 5 775 SF `''
<br /> NORTH 102.00' .� I I }- I-- 6' PUE _ STREET CENTERLINE
<br /> ^ Ll NORTH 105.00 NORTH 105.00 r-J < ,..., L-1 NORTH 105.00 (T) TOTAL
<br /> I oI v M I (R) RADIAL BEARING
<br /> n 183 cMv j �' z '� I I tD cli
<br /> ��' d N I (M-M) MONUMENT TO MONUMENT
<br /> o - 126
<br /> 0
<br /> �- ►- Q 143 0 0
<br /> 146
<br /> 6,041 SF Ln i I -a. I � �- I a cn o
<br /> V)
<br /> w N I a I ,L6 5,775 SF w 5,775 SF 1 N W w 1 5,775 SF w 123 PUE PUBLIC UTILITY EASEMENT
<br /> W CH CHORD BEARING AND/OR LENGTH
<br /> NORTH 102.00 _ 6 PUE "
<br /> r ,
<br /> BRONZE SURVEY MONUMENT
<br /> 1 NORTH 105.00
<br /> NORTH 105.00 SET 2 1/2" DIAMETER
<br /> NORTH 05 00
<br /> -� r
<br /> �1 � � O
<br /> STAMPED LS 7176 IN WELL MONUMENT BOX
<br /> � 6 PUEL:l ff) ,
<br /> L'1 f
<br /> w
<br /> Lu " 6,602 8E o I I I Q, 6 PUE C-4
<br /> I I I 4 LOT NUMBER
<br /> R
<br /> Ln 185 4 UI cq 145 144 'R I I
<br /> Lo �
<br /> " 'd I CN ►- tD d �; 125 M&P MAPS AND PLATS
<br /> E- CH=NO3'46 00 W I `t n 6,070 SF w 6,173 SF '� I a �? 124
<br /> W z (n CH=53.30 I I I a � 6,308 SF w
<br /> a
<br /> �n I I SF SQUARE FEET i
<br /> W w L=53.35' -27-.60T
<br /> _ _ _
<br /> L-'u
<br /> 03 / ''388 L38 27.00 90.15_- - _ 27.00 89.86 25.00 25.00 90.15C8G0 I BS - N00'33'02"E 180.01' i �' M I c ,_ N00'33'02"E 180.01'(T)
<br /> W o o c* o o f � a io
<br /> (� ;I N'L39 (M-m) `� i N N00'33'02"E 262.02'(M-M r�
<br /> _ C82 0 33.67 y 42.41 0 41.60' ' - 180_01' ) - NL 40.41 39.60 �' ' " _ W
<br /> ,r o N00 33 02 E 260.01 (M-M) W TANGENT TABLE
<br /> , - o
<br /> o _ 34.48 . 41.60 ' _ 219.61 _
<br /> �"U o 0 42.41 0 NO. BEARING LENGTH
<br /> i V)
<br /> 0 o i
<br /> N N I ,N ELLERBROOK STREET
<br /> i U-1
<br /> L38 N00'33'02"E 33.68'
<br /> » '
<br /> C81 N00'33 02 E 708.22 T W
<br /> c � � � O L39 N00'33'02 E 76.08
<br /> d
<br /> to L40 N00'33 02 E 34.48
<br /> m C80 } L40 1 27.00'- 27,00' 57.53' t f 60.00' -I T 60.00' � �+ 60.00' � 60.00' � f 60.00' -
<br /> r
<br /> Z
<br /> ``' cca CURVE TABLE
<br /> M I a
<br /> `a '�' 6 PUE -
<br /> o R 1 b b b o 1, o o NO. RADIUS DELTA LENGTH CH BEARING CH LENGTH
<br /> :r 6 PUE o O o 0uj :m 0
<br /> 0- J O 1 I I O O O O Co p
<br /> 00 00 00 00 00 C77 15.00' 89'26'58" 23.42' N45'16'31"E 21.11'
<br /> C78 15.00' 90'33'02" 23.71' N44'43'29"W 21.31'
<br /> r F R
<br /> y R R
<br /> .n �'1 i co
<br /> Z 9 R C79 15.00' 89'26'58" 23.42' N45°16'31"E 21.11'
<br /> 10 11 12 13 14 15 l6
<br /> N rn I co I � N N N �, ;a �, C80 300.00' 03'1121" 16.70' N01'0239"W 16.70'
<br /> a. r- rn 7,138 SF I I 7,744 SF rn 6,480 SF a, 6,480 SF �, 6,480 SF rn 6,480 SF �„ 6,480 SF
<br /> a 00 I a i z z z z z z C811300.00' 4523'56" 237.71' N2208'56"W 231.54'
<br /> ( d I C82 327.00'145'23 56 259.10 N22'08 56 W 252.38
<br /> :� I C83 15.00' 90 00'00" 23.56' N45'00'00"E 21.21'
<br /> ' " " " " C84 15.00' 90'33'02" 23.71' N44'43'29"W 21.31'
<br /> a NQO'33'02'E 67.07' I o ) I N00'33 02 E N00'33 02 E NOO'33 02 E N00'33 02 E N00'33 02 E NOO
<br /> 33 02 E
<br /> f- 71.64' 60.00' 60.00' 60.00' 60.00' 60.00'
<br /> w N N Z C85 15.00' 89'26'58" 23.42' N45"16'31"E 21.11'
<br /> cy- F- N ,
<br /> I »
<br /> -z 34 N = W I C86 354.00 45'23 56 280.50 N2208 56 W 273.21
<br /> o W( V C87 15.00' 89'26'58" 23.42' N45'16'31"E 21.11'
<br /> J z 1-
<br /> C) '6 0
<br /> r
<br /> � � I 0 0 0 0
<br /> C88 15.00' 90'33'02" 23.71' N44'4329"W 21.31
<br /> N O o 0 0 0 0
<br /> X I o r°O� o 0 0 0
<br /> r` I .-
<br /> wN Irn 3 3 3 3
<br /> t R
<br /> R
<br /> Q z W I I 33 32 31 30 29 28 co 27 TRACT I0. 3197
<br /> p N N N N N N
<br /> C) =
<br /> 4
<br /> R � � 7,63 SF � 6,480 SF � 6,480 SF � 6,480 SF � 6,480 SF s„ 6,480 SF Q,
<br /> M� i � z z z uj z z SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> W � �
<br /> �w W
<br /> MOUNTAIN HOUSE NEIGHBORHOODF,, UNIT NO. 2
<br /> o27.00' - -55.75' - _ 60_00' -�- - 60_00_ - - _ 6000' _J- - _ _ 60_00- L -FZ - 60_00'_ - -Fl-L BEING ALL OF LOTS 16, 17 AND 18
<br /> Ic�9 " OF NEIGHBORHOOD ' F ' LARGE LOT, FILED IN BOOK 36 OF MAPS AND PLATS, AT PAGE 54
<br /> i. N00 33 02 E 720.60'(T)
<br /> N 'N SHELLI STREET SECTION 9 , TOWNSHIP 2 SOUTH, RANGE 4 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br /> 41.60 N0033'02"E 318.60'(M-M) SAN JOAQUIN COUNTY, CALIFORNIA
<br /> N00 33 02 E 490.62 M-M
<br /> CARLSONBARB- EE & GIBSON INC.
<br /> w
<br /> ,
<br /> JW
<br /> SEE SHEET 7 J ENGINEERS SURVEYORS PLANNERS
<br /> p Z SAN RAMON, CALIFORNIA
<br /> W
<br /> Z > AUGUST 8, 2002
<br /> CJ
<br /> d
<br /> Z
<br /> SCALE: 1"=40'
<br /> 673-02 ( D.D. SHEET NO. 51) SHEET 8 OF 12
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