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BASIS OF BEARINGS <br />THE LINE BETWEEN TWO FOUND IRON PIPES <br />TAKEN AS N 59036'34" E, WHICH IS THE SAME <br />AS SHOWN ON PARCEL MAP MS 110-80, RECORDED <br />IN BOOT{ 109 OF PARCEL MAPS, PAGES 17 AND 18, <br />IS THE BASIS OF BEARINGS FOR THIS MAP. BASED <br />ON THE CALIFORNIA COORDINATE SYSTEM, ZONE III <br />LEGEND <br />0 <br />SET 1/2" <br />STEEL ROD <br />R.C.E. #29683 <br />0 <br />FOUND <br />IRON PIPE AS <br />NOTED <br />(R) <br />RADIAL <br />BEARING. <br />EASEMENT NUMBER <br />[[ ]� <br />RECORD <br />INFORMATION <br />PER 102 PM 27 <br />[ ] <br />RECORD <br />INFORMATION <br />PER 109 Phi 17 <br />PARCEL MAP <br />SUBDIVISION MS 67-87 <br />A PORTION OF RANCHO SAN MIGUEL <br />N0 A: <br />THE FOLLOWING DOCUMENTS GIVE <br />THIS SUBDIVISION LEGAL ACCESS <br />TO A PUBLIC MAINTAINED STREET: <br />679 O.R. 341 (ELLINGSEN) <br />1171 O.R. 328 (DUDLEY) <br />CONTRA COSTA COUNTY <br />CAL1 FOR N 1A <br />SEIDELMAN ASSOCIATES INC. <br />CIVIL ENGINEERING <br />90 DEVON AVENUE <br />PLEASANT HILL, CA. 94 523 <br />"Area dedicated to CONTRA COSTA SEPTEMBER 4988 <br />County for roadway purposes"' SCALE 1"=40' <br />N 38008139" E (R) 20.00' 10.08.0 - "� — •, <br />[[N 360221 27 E (R)1]� — oti <br />G=1001' 34 �'"` 'TGTAL R; 127D.00f1Q� <br />R=13Q0. Q0' A l L�=1°33'32" L- x4.43 4 a.` Z� <br />L=23.28' I <br />R- <br />1--34.55,1 <br />` 14 .53 0049102 <br />N 37'007' 05" E (R) 20.600 <br />� R=1270.00" <br />SITZ L=18.11' <br />Ay <br />N07 ro t?C.A_E <br />dOA ' <br />0 <br />rA <br />151- (o 11016 <br />1Z� ZEA 01� bA, <br />1�0• aVF <br />1110159 1 <br />(0 '5% <br />Oil PARCEL A <br />_- r 1 .fir p� <br />GROSS: 0.93 ACRES <br />�0 <br />�►�. �,.'' ,yip ++, N 5903613411 <br />0 <br />ti9 �`PARCEL C <br />SG GROSS: 1. 03 ACRES ILOI <br />' �a � NET: 0.93 ACRE N <br />04� <br />TABLE OF EASEMENTS <br />1 EASEMENTS AFFECTING THE SOUTHWESTERLY ;t <br />20 FEET OF THE PROPERTY ARE AS FOLLOW Ss. <br />A) 1171 O.R. 325 TO EDGAR A. HARLAN <br />4 D et al. -ROADWAY AND UTILITY EASEMENT <br />�tP�a (ALSO 1171 O.R. 328 TO: L.C. BEST, <br />AND 2274 O.R. 554 TO MIL'T'ON M. <br />MOLAKIDES et ux.) . <br />r�� a B) 2325 O.R. 366 -PIPELINE PURPOSES <br />EASEMENT TO COAST COUNTIES GAS AND <br />ELECTRIC COMPANY, A CORPORATION <br />0 C) 784 O.R. 348-POLELINE EASEMENT TO <br />�� PACIFIC TELEPHONE AND TELEGRAPH COMPANY, <br />A CORPORATION AND PACIFIC GAS AND <br />ELECTRIC COMPANY, A CORPORATION <br />D) AREA DEDICATED TO CONTRA COSTA <br />COUNTY FOR ROADWAY PURPOSES <br />2 EASEMENT AFFECTING SOUTHWESTERLY 3 FEET <br />OF PROPERTY 13727 O.R. 87 -SEWER LINE <br />EASEMENT TO CENTRAL CONTRA COSTA SANITARY <br />DISTRICT, A PUBLIC ENTITY <br />� 3 ADDITIONAL 10 FEET DEDICATED TO CONTRA <br />COSTA COUNTY FOR ROADWAY PURPOSES <br />4 EXISTING 8 FOOT ACCESS EASEMENT <br />(2274 O.R. 554) NONEXCLUSIVE ACCESS AND <br />f1p oo UTILITIES EASEMENT TO LOUIS LE MESNEGER <br />Seidelman Associates, Inc., Paul J. Seidelman <br />_ 000 R.C.E. # 29683, prepared a geotechnical investigation <br />Y' <br />for Minor Subdivision 67-87 Contra Costa County for <br />+,. Michelle Massie Ford, Coldwell Banker as agent for <br />u3 Daniel C. Sullivan on September 8, 1988. A report <br />is on file in the Building Inspection Department, <br />Contra Costa County. <br />05 <br />287.161' .q <br />rIV <br />all <br />4. 0 <br />( less area dedicatee to County ao av <br />0 and. less private drive ,area) � PARCEL CEL B <br />Y 1Nett 1.01 Ac=res ;' c.° GROSS: 1.04 ACRES <br />►+ (less area dedicated to County only) <br />fn ,- NET: 0.96 ACRS <br />„ v �N 59'036'34" E (less private drive area <br />L--18029.00" N3Q 23 2 e W (R3, a a b �' 5.04' ) <br />N <br />o R=110.41' L-90000-' 00" i cr„ ` N 300'23' 26" W <br />- yS, L--35. 62' �, R=2©.00' x -4 25.00' <br />`--� <br />8,70 �.5jfr'' L= 31.4 2 'J.,� -90000,0011 <br />` �- d <br />R- <br />-10 -' 9►Q .49 1 N 59027112"E20.22 �� �, 25' -�' R= 20.(30' <br />v �' 2 `-- -I/CI t n W g I L=31-421 <br />1 150CENTERLINE OF BRODIA WAY ��� �f4,, . ��� Tr ' N 25 03 $ . 13 , ( ) �� f ± \J . 11 1 <br />- N 59036'34 E 25.00 <br />X13, r• p. - i '�' _ �' N ' 4OJS6' 29'i � 32.501 --+�_ O " � <br />(Ar- -- 41.3 8 �1 __ 70.001____!-N 3 0 2 3 26 W 12.5 0 <br />ROVANPEIM, et a.l . T J �, N ' 29 r1 <br />11821 OR 6 9 0 _ _ - <br />APN 140--190-001 Z --18029`0011 ,` DiB DEr"LOPERS j <br />R-122.91' 13814 OR 965 ► <br />Ir -39.65' � 109 PM 17 ',Fnd. 3/4" I.P. <br />PARCEL C R.C.E. # 22485 <br />APN 140-170--008 151.49• <br />361.690 <br />N 59"36134"E 403.07' [403.05] <br />BAS -M OF BEARINGS L&B DI'ELOPERS <br />13814 OR 965 <br />109 Pik 17 <br />PARCEL A <br />APN 140-170-006 <br />0140 <br />0 <br />le s <br />cis <br />o_ <br />Taken Dere <br />Fnd. 3/4" I.P. <br />R.C.E. # 22485 <br />HEET 2 OF 2 SHEETS <br />lqgl,;kq <br />__ 1J <br />CA <br />