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ul-.2gluommiffa
<br />0
<br />0
<br />■
<br />BASIS OF BEARINGS
<br />BEA RINGS A RE BASED ON 4 9A CI ENDAS
<br />ROA D A S SA/0 WN ON FA I R WA Y A ORES,
<br />2/ /W .577. Sal °45'00" W.
<br />Z(t�s'p
<br />®p �
<br />64
<br />X403
<br />%\
<br />°o
<br />✓, j
<br />�S o ✓J �
<br />,p
<br />LS �1
<br />kq'1 • 6
<br />�s
<br />?jam, p
<br />116 0
<br />2'il1l \
<br />1 � w,
<br />16Q�
<br />\o�
<br />� Q
<br />�o
<br />Op
<br />260
<br />, PARCEL MAP
<br />LOT 15 AND A PORTION OF LOT 14
<br />FAIRWAY ACRES, ( 21 M 57 7 )
<br />CONTRA COSTA COUNTY, CALIFORNIA
<br />' SUBDIVISION M S 124-80
<br />o \o / SCHELL AND MARTIN
<br />c ���� LAND SURVEYING AND CIVIL ENGINEERING
<br />LAFAYETTE, CALIFORNIA
<br />�\ -5;r " ./ SCALE: I"= 60' JUNE, 1981
<br />\, S
<br />ss� � pp C � •6s p
<br />N
<br />4r W s
<br />C ®54e 4fi \ b
<br />Eq
<br />cF = 47 °35'00''x- 9 �� Q 2b3 ` \�- ' *`�?
<br />�� \2 � R` 12096 3q�•3 �° ° � \ ��(j �' �� \ °�' \`�° �9sF
<br />f
<br />2.. O ,b o ,, � ° "
<br />N�t� } /0.00 \ F 52 °. (R ,p0 �o� . 36 `85/6 24 EAR
<br />o
<br />&V \ I \ � , A 3oos�� Q�9s ��9 s o ° �--� 40 o L= 240.86 2t 5� 0 � -r- - -
<br />35
<br />LEGEND
<br />SET //z IRON PIPE �' TAG L.S, 2729 >e �3 �6r©p � \ �� ��.5p 3D �5� ° X504
<br />F0111V0 /% I,40N P /PEAS S1101NN
<br />�\ FOUND 2, X2 REDWD. STAKEA3 SHOWN DD(T.) ° 30
<br />FOUND PA" AIA IL /7 50
<br />57 R"
<br />/0��
<br />�0 4�.
<br />l
<br />ti V t f �'j
<br />h
<br />SEWER h { b®
<br />iD - SAN• Nr �. � �°�• ,o °`\
<br />"5) �V O`er
<br />N83
<br />26� 4= 23 20 00- R. E. 1410
<br />�!
<br />= 42°
<br />Ci
<br />�-
<br />=42* o� `�� �i�p e iN ,� -P V' Lp �o
<br />� 114
<br />13 2 o �1'`. ° p
<br />58 74500 W /00 0
<br />L//5.89 BASIS OF BEARINGS
<br />ROAD o
<br />Nom- PRI A V TE ROAD
<br />• 1 1 NOT COUNTY MAINTAINED
<br />20 , �1 ACC,6_ S /04W 2 11V 576
<br />A. P. NO. 263 - 010-001100 2 SHEET 2 OF 2 SHEETS
<br />t `°7
<br />i
<br />1410 v 1.5'
<br />COURSE
<br />TABLE
<br />Q
<br />N43 °30:SS " W 2,9 . 79
<br />Q
<br />5B °1245 "E 4.53
<br />3�
<br />4=94 °3745 "
<br />R=55 lz 90.89(7-)
<br />®
<br />4=20 °0940 "
<br />R =55 L= /9,35
<br />Q
<br />0 = 62°34:5'3"
<br />R= 55 L = 60.07
<br />®
<br />6 = 74 29 05"
<br />R =55 L= 7148
<br />�7
<br />Jr 9463745"
<br />R =35 Z= S791
<br />Q
<br />6= 214.5W "
<br />R =1,60 L=60.74
<br />4
<br />4 =19 °45'00
<br />R =160
<br />/0
<br />4 = 41 130 b0
<br />,Q= /40 L= /0 %40 (T. )
<br />!/
<br />4= 504640 "
<br />R=140 L =14/2
<br />R =140 039 79
<br />!3
<br />4= /5°33'/6`
<br />R= /o(0 L =38,01
<br />®
<br />4 =4 0/7'27 -
<br />R= 140 L =10.48
<br />R= 140 L =4949
<br />!6
<br />A= 21 °39`/7"
<br />R=140
<br />!7
<br />4=/06°3820
<br />R =20 1=37,22
<br />!8
<br />4=1074733"
<br />R =20 L=37,63
<br />/9
<br />N17 3.543 -Z-(R. )
<br />20
<br />4 =38 °1250
<br />R=35 L= 23,34
<br />ZI
<br />4= 75 °/8W
<br />R =35 L =46.00
<br />22
<br />4=34°5/0°"
<br />R =35 L=21,30
<br />®
<br />4 =23 °2020°'
<br />8=3750 L =/5.27
<br />2
<br />443 °2000"
<br />R=50 L =20.36
<br />25
<br />A= 35 °4049`
<br />R =8750 L =5449 ZZ
<br />Q
<br />4-2 °14:30"
<br />R=IO0 L= 7373
<br />a
<br />4= 7 °57'05"
<br />R =8750 L =12.14
<br />®
<br />21= 354706"
<br />R=9750 L =6'4,65
<br />2p
<br />4 =79 °2500"
<br />R=e7ff0 L -12129
<br />®
<br />21=377K-50"
<br />R= /00 L =64 98
<br />©
<br />4= /9°50'00"
<br />Ri:7,W L =29.76
<br />3
<br />4= /9',50 00
<br />R= /00 Z=32,97
<br />Q
<br />4 = /9°50b0"
<br />R=/ 12.50 Z-736'99
<br />4 = B3 °4500 R =5750 L =94, 05(T)
<br />®
<br />4 =54 °3545"
<br />R =5750 L= 54.79
<br />4= 472'51"
<br />R=5750 L =423
<br />37
<br />A= 24'5624`'
<br />R =5750 1-=25,03
<br />©
<br />4 =83 °4500"
<br />R =45 L =6578
<br />3�9
<br />6= 934500"
<br />R =32,50 1-=47,5/
<br />40
<br />D = 2B °3335"
<br />R= 286 L= /42.56
<br />1,
<br />N,54 °20'00 - W 122.61 142.6/(`!. )
<br />42
<br />.4 71 °30'00`'
<br />R=20 L= 24.96
<br />43
<br />N35 0,50 00 "W
<br />25.00 (T)
<br />®
<br />4 =1/6 °5500
<br />"8=20 L=408/
<br />45
<br />N62 °4S DD "
<br />W 1500
<br />®
<br />)
<br />N27 °1SV0'`E ?500(7)
<br />4�7
<br />65'62 °45'00 "E 18.29
<br />®
<br />4 =8 °25`00"
<br />R =250 L=36.72
<br />49
<br />4 =,9°2500"
<br />R= 262.50 L = 38 56
<br />®
<br />NS-4`20 00" W //. 00
<br />ul-.2gluommiffa
<br />0
<br />0
<br />■
<br />BASIS OF BEARINGS
<br />BEA RINGS A RE BASED ON 4 9A CI ENDAS
<br />ROA D A S SA/0 WN ON FA I R WA Y A ORES,
<br />2/ /W .577. Sal °45'00" W.
<br />Z(t�s'p
<br />®p �
<br />64
<br />X403
<br />%\
<br />°o
<br />✓, j
<br />�S o ✓J �
<br />,p
<br />LS �1
<br />kq'1 • 6
<br />�s
<br />?jam, p
<br />116 0
<br />2'il1l \
<br />1 � w,
<br />16Q�
<br />\o�
<br />� Q
<br />�o
<br />Op
<br />260
<br />, PARCEL MAP
<br />LOT 15 AND A PORTION OF LOT 14
<br />FAIRWAY ACRES, ( 21 M 57 7 )
<br />CONTRA COSTA COUNTY, CALIFORNIA
<br />' SUBDIVISION M S 124-80
<br />o \o / SCHELL AND MARTIN
<br />c ���� LAND SURVEYING AND CIVIL ENGINEERING
<br />LAFAYETTE, CALIFORNIA
<br />�\ -5;r " ./ SCALE: I"= 60' JUNE, 1981
<br />\, S
<br />ss� � pp C � •6s p
<br />N
<br />4r W s
<br />C ®54e 4fi \ b
<br />Eq
<br />cF = 47 °35'00''x- 9 �� Q 2b3 ` \�- ' *`�?
<br />�� \2 � R` 12096 3q�•3 �° ° � \ ��(j �' �� \ °�' \`�° �9sF
<br />f
<br />2.. O ,b o ,, � ° "
<br />N�t� } /0.00 \ F 52 °. (R ,p0 �o� . 36 `85/6 24 EAR
<br />o
<br />&V \ I \ � , A 3oos�� Q�9s ��9 s o ° �--� 40 o L= 240.86 2t 5� 0 � -r- - -
<br />35
<br />LEGEND
<br />SET //z IRON PIPE �' TAG L.S, 2729 >e �3 �6r©p � \ �� ��.5p 3D �5� ° X504
<br />F0111V0 /% I,40N P /PEAS S1101NN
<br />�\ FOUND 2, X2 REDWD. STAKEA3 SHOWN DD(T.) ° 30
<br />FOUND PA" AIA IL /7 50
<br />57 R"
<br />/0��
<br />�0 4�.
<br />l
<br />ti V t f �'j
<br />h
<br />SEWER h { b®
<br />iD - SAN• Nr �. � �°�• ,o °`\
<br />"5) �V O`er
<br />N83
<br />26� 4= 23 20 00- R. E. 1410
<br />�!
<br />= 42°
<br />Ci
<br />�-
<br />=42* o� `�� �i�p e iN ,� -P V' Lp �o
<br />� 114
<br />13 2 o �1'`. ° p
<br />58 74500 W /00 0
<br />L//5.89 BASIS OF BEARINGS
<br />ROAD o
<br />Nom- PRI A V TE ROAD
<br />• 1 1 NOT COUNTY MAINTAINED
<br />20 , �1 ACC,6_ S /04W 2 11V 576
<br />A. P. NO. 263 - 010-001100 2 SHEET 2 OF 2 SHEETS
<br />t `°7
<br />i
<br />1410 v 1.5'
<br />
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