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3
<br /> FOUND 5/8" REBAR, LS 4334, ACCEPTED AS
<br /> SEC 3 SEC 10
<br /> THE NORTHEAST CORNER OF SECTION 9 (1) MOUNTAIN HOUSE PARKWAY REFERENCES:
<br /> NOO'32r 09n E 2720.47'(M-M) L17
<br /> • ( )1 RECORD DATA PER RECORD OF SURVEY FILED FOR RECORD
<br /> SEC 4 SEC 9 BASIS OF BEARINGS SEPTEMBER 28, 1998, IN BOOK 34 OF SURVEYS, PAGE 44. ( i~
<br /> N00'31'53"E 325.7('(M-M) (2) c�
<br /> FOUND AXLE IN MONUMENT WELL, ACCEPTED LOT 5
<br /> 5 I LOT' 6 (2) RECORD DATA PER FINAL MAP FILED FOR RECORD OCTOBER
<br /> AS THE AST 1 4 CORN R OF SECTION 1
<br /> i 7' E / E9 ( ) (36 M&P 54) I NMI (36 Map 54) 31, 2001, IN BOOK 36 OF MAPS AND PLATS, PAGE 54.
<br /> Lo
<br /> L __ _ __ , z i SEE DETAIL' B' PARCEL A DE ANZA BOULEVARD 55 00'
<br /> 6' •°o _ _ _NORTH 1785.90(M-.M) _PARCEL B _ _
<br /> • 81.53' - (2) �'���--�NO2'37'44"E NO2'46'33"W N0246'33"E NO2'2S14"W , n N0228'29"E NO2'46'40"W ;105.00' 2)
<br /> DETAIL 'A' i I 174.41 165.19 165.19 192.06 L18 N0155 58 E 237.21' N01'50'o7"W 249.80 L9 185.29' 165.08' t 01 ,
<br /> I 0o 55.00
<br /> TYPICAL PUBLIC UTILITY EASEMENT Q; 155 N 154 115 Y w- 114 60.06 ► L7
<br /> L I � �� 165 164 163 162 161 160 159 158 157 �'- 135 98 97 96 -
<br /> NOT TO SCALE �n 136 134 133
<br /> DE ANZA I BOULEVARD I �_ ==:>
<br /> x� °° c� 113
<br /> L07 27 166 156 <->C> 153 116 , i
<br /> LEGEND: (36 M&P 54) N " "
<br /> Q
<br /> I95 -
<br /> co �
<br /> FARR NGTON STREET
<br /> o w 167 FARRINGTON STREET BOUNDARY LINE to � z CS
<br /> 51_00' L12 L11 J rn Zo 199 '.� s
<br /> RIGHT OF WAY LINE --- --- 00 152 137 132 117
<br /> o C� L13 165 �i 168 200 201 202 203 204 205 206 207 112 99 94
<br /> LOT LINE Z Lo 198 �' "� 'co
<br /> � 166 � KENNETH �
<br /> 151 1
<br /> 00 in
<br /> STNe V) LoREET � 38 r 131 118 cu 111 100 m 1
<br /> - STREET CENTERLINE ._.J w 4
<br /> EXISTING RESTRICTED ACCESS (2) U a N 169 Y 197 215 214 213 212 211 210 209 208 $ 150 139 3 130 119 a 110 101 �3
<br /> RESTRICTED ACCESS PER THIS MAP U z 196 149 140 129 120 a >- 92 1`" _ W
<br /> (R) w Mi
<br /> RADIAL BEARING I c� 170 LEAH LANE w m 109 102
<br /> (M-M) MONUMENT TO MONUMENT DETAIL 'B' cc � 148 141 128 121 a 91 00 I �
<br /> CH CHORD BEARING AND/OR LENGTH
<br /> NOT TO SCALE (3 LM& 9 l too v 171 178 182 = 108 103 D 90. �„ w
<br /> „ 6 P 54 U-, 173 KUNE 179 180 1$1 147 142 127 122
<br /> SET 2 1 2 DIAMETER BRONZE SURVEY MONUMENT cS
<br /> °
<br /> D TE U COURT
<br /> / N
<br /> o
<br /> 177 183
<br /> WITH STAMP LS 7176 IN WELL MONUMENT BOX 107 104 .36
<br /> „ z � 172 174 146 143 126 123 89 � (2)
<br /> ao
<br /> p 2 1/2 DIAMETER BRONZE SURVEY MONUMENT WITH190 pilo 176 185 184 11.71
<br /> N60-56'38'W(R) N- 175 145 144 125 124 �-
<br /> STAMP LS 7176 IN WELL MONUMENT BOX TO BE .�, co 186 106 105
<br /> 88 .
<br /> SET PER 36 M&P 54 OR AS NOTED ��``� r, asp , C)Fli 187
<br /> 9 194
<br /> » n .o
<br /> 01 z:
<br /> Z 195 193 192 188 ELLERBROOK STREET PARCEL C �--
<br /> ® 3/4 DIAMETER x 24 LONG REBAR WITH S,. TQ �.�j o �. G3 O 191 189
<br /> STAMP LS 7176 TO BE SET PER 36 M&P 54 /Q �/ `'O . S 87 z'
<br /> �` C1 O s� 4_8.18 190 }- `'
<br /> OR AS NOTED C17 H`---��`c2 -- 8 '9 3 10 11 12 13 14 15 16 17 18 19 0 w II
<br /> �, 1ST 2 21 4
<br /> D 86 N
<br /> LO NUMBER ! � 00
<br /> 4 7 _
<br /> M&P MAPS AND PLATS �� ���0�� LOT 10 F 1 6 = 85 "'
<br /> BASIS OF BEARINGS: L°: ��'���'o�°` 5 (36 M&P 54) o ; ; 34
<br /> 5 = 33 32 31 30 29 28 27 26 25 24 23 22 g• 1N
<br /> h 00
<br /> c. % tk
<br /> Nom . � � � � SE Cl
<br /> 0o.- i
<br /> D`
<br /> h i ,ti 35 N
<br /> THE BASIS OF BEARINGS FOR THIS MAP IS THE WEST LINE OF THE o z"�.Nti Oo; z DETAIL 'C'� : J 4 SHEW COURT SHELU STREET N N
<br /> NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 2 SOUTH, RANGE 4 EAST, � W I N d q 1 I��, 'IN w 83 - •2.41
<br /> MOUNT DIABLO BASE AND MERIDIAN; THE BEARING BEING N00'32'09"E Z (' x'31.00' v ;�)
<br /> PER 36 M&P 54, CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3. W ,Y; 3 36 37 38 39 40 41 42 ,,�' 43 44 45 46 47 77 c 10.82 (2)
<br /> DISTANCES SHOWN ARE GRID DISTANCES. DIVIDE MEASURED DISTANCES --- �" "n �
<br /> N 2 c� v► w
<br /> rn
<br /> BY 0.9999259 TO OBTAIN GROUND DISTANCES. W 78 p Z 81 r'- r'�
<br /> _ t a a�0.
<br /> 'to61 60 N
<br /> CURVE TABLE Nix 59 53 57 56 55 54 53 z 52 51 50 49 48 -.-�
<br /> NO. RADIUS DELTA LENGTH CH BEARING CH LENGTH 31 rn
<br /> w
<br /> DETAIL 'C' °° 's N00'33 02"E 25.68 (2) z
<br /> C1 20.00' 73'54'16" 25.80' N0T53'46"W 24.05' z , ^ ( )
<br /> »
<br /> _ 11 t
<br /> 50 � N00 33 02 E r*� C6 C19
<br /> NOT t0 SCALE r- Cg 1 I 1 � ,
<br /> C2 2531.00 0130 08 66.36 N01'4427"E 66.36 (2) Ll �, 275.68 M-M ° 0 C24 C7 �, C18 PAR L___ _e
<br /> » » C5 PROSPERITY STREETC3 " I_ i�D C25 `(2) (2)
<br /> C3 2469.00 06-47'05- 292.37 N00'54 01 W 292.20 (2)N00'33'0 "E
<br /> 4
<br /> C4 1531.00' 11'20'35" 303.10' N01'22'44"E 302.60' 1 o 0 1 5.76' (2) w (2)
<br /> » » LOT 11 , � 62 63 64 65 66 ,
<br /> C5 1469.00 06'29 59 166.65 NO3 48 02 E 166.56 136 M&P 54) v, .- 67 68 69 70 71 a 72 73 74 75 76� '
<br /> C6 1531.00' 06'29'59" 173.68' NO3'48'02"E 173.59' TANGENT TABLE 49 48 79 EXISTING RESTRICTED Z 209.0 ' 19 72, ��� SEE DETAIL E
<br /> ACCESS 2 » 2 00
<br /> n , n O 00.92
<br /> C7 1469.00 11'20 35 290.82 N0122 44 E 290.35 N0. BEARING LENGTH N00'33 02 E (2) N05'28'4 " " N z
<br /> 8 1 00 33 02 E 334.08
<br /> N89 48 07 E R E 2
<br /> C8 2531.00' 06'47'05" 299.71' N00'54'01"W 299.54' L1 N11'31'54"W 55.22' N88'25'05"W(R) N00 33 02 E (2) c� O ,5 + + 1
<br /> „ » RESTRICTED ACCESS W DETAIL 'D'
<br /> C9 2466.00 00'43 05 30.90 N0113 23 E 30.90 L2 N82 32 33 E 35.00 " PER THIS MAP LOT 19 N
<br /> C10 50.00' 2739'45" 24.14' N12'58'03"W 23.90' L3 N8926'58"W 3.00' N87 30 29 W R I n (36 M&P 54)
<br /> N 8'25'09"W R N63'12'05"E(R) 81
<br /> 8 U
<br /> C11 2455.00' 05'31'10" 236.50' NO2'57'28"W 236.40' L4 N82'3233"E 4.00' ' ?�► I N z
<br /> C12 50.00' 26'36'02" 23.21' N13'29'54"W 23.01' L5 N07'27'27"W 2.00' C17 I z
<br /> C13 19.00' 86'13'07" 28.59' N4726'28"E 25.97' L6 N07'27'27"W 15.00' I C16 C9 I C10 PROS{�ERITY STREET RIGHT-OF-WAY
<br /> I _ I WIDENING VARIABLE WIDTH __
<br /> C14 20.00' 4436'04" 15.57' N67'08'56"W 15.18' L7 NORTH 50.00' �► o i L3 QI N89'08'10"W R ; _-� X5.0°- TRACT NO. 3197 ,
<br /> -I d:I UR ;-c>
<br /> , M O
<br /> » , » , to
<br /> C15 19.00 90'00 00 29.85 N45 33 02 E 26.87 L8 EAST 50.00 I M► I 1-6
<br /> C16 2469.00' 00'54'40" 39.26' NO2ro2'11"E 39.26' L9 NORTH 33.25' _ `-------0 C21 _� CC _ C23 ; �' _ 80 ( SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> CH=65.55 r- O
<br /> C17 784.00 2919138".401.29' N1512'51"E 396.93 L10 EAST 15.00 N87'30'29"WR CH=NO1 '44'27"E j `' MOUNTAIN HOUSE, NEIGHBORHOOD , UNIT NO. 2
<br /> C18 2500.00' 06'47'05" 296.04' N00'54'01"W 295.87' L11 NORTH 27.20' L=6 5.5 5' " I P R OSP E R I TY 00 a
<br /> 0-01 *30'08" I L4 r'n BEING ALL OF LOTS 16, 17 AND 18
<br /> C19 1500.00' 06.29'59" 170.16' NO3'48'02"E 170.07' L12 N89.26'58"W 2.00' C2 I L5 w OF NEIGHBORHOOD ' F' LARGE LOT, FILED IN BOOK 36 OF MAPS AND PLATS, AT PAGE 54
<br /> " ,. STREET �,
<br /> C20 815.00 24 43 27 351.66 N16 4138E 348.97 L13 NORTH 4.00 » 8476'57"E R t �7 w SECTION 9 , TOWNSHIP 2 SOUTH, RANGE 4 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br /> C21 2500.00 00 54 40 39.75 NO2 0211E 39.76 L14 N00 33 02 E 15.00 N89*000'377""W R i�' nW 1 SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 0 7
<br /> 3
<br /> C22 2500.00 00'43 01 31.28 N01'13 20 E 31.29 L15 N 44'50 54 W 18.67 75 I S" C H=t4 0 6 3 0 2'
<br /> n , , n , , » , 76 LOT 19 CH-
<br /> 6
<br /> C23.2500.00' 01'0 4 4 4 '1 4 L16 N89'2658 W 268.01 CARLSON BARBEE & GIBSON INC.
<br /> 3 3 6.3 N00 9 58 E 6.34 = 3.0 3 � �
<br /> 6
<br /> (36 M&F J4) o0
<br /> C24 1500.00 11'2035 296.96 N012244 E 296.48 L17 N88'56 17 W 17.00 -- R=2500 ENGINEERS SURVEYORS PLANNERS
<br /> C25 2500.00' 08-2648"1368.56' N01"43'53"W 368.22' L18 NORTH 33.25' i �`y L�01 .26 40 SAN RAMON, CALIFORNIA
<br /> C26 2500.00' 00'14'14" 10.35' NO5'50'lOnW 10.35' L19 N00'33'02"E 109.92' DETAIL 'D' DETAIL 'E C26 N84b2 43 E R 1
<br /> G
<br /> SHEET N0 51 NOT TO SCALE AUGUST 8r 2002
<br /> .
<br /> 673-02 D.D. NOT TO SCALE SCALE: 1"=150' SHEET 4 OF 12
<br />
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