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a <br /> •`� `'»' � - j- BASIS OF BEARINGS <br /> SU PARCEL M A P ', <br /> BDIVISION MS 20 - 82 <br /> THE MONUMENT I-M ON WEST GNARLED OAK DRIVE <br /> AS SHOWN ON SUB MSIONt x+915 , FILED IN BOOK <br /> 40 T 237 M 17 , TAKE AS NORTH 31°00' 00" WEST. BEING PARCEL " B" OF MS 4 0 - 80 FILED <br /> ALL BEARINGS SHOWN ARE BASED ON THE CALIFORNIA IN BOOK 98 OF PARCEL MAPS , AT PAGE 42 <br /> / <br /> COORDINATE SYSTEM, ZONE 111. CONTRA COSTA COUNTY RECORDS. <br /> h <br /> CONTRA COSTA COUNTY , CALIFORNIA <br /> ry <br /> DEBOLT CIVIL ENGINEERING <br /> LEGEND DANVI LLE CALIFORNIA <br /> � - - J U N E , 1982 SCALE AS SHOWN <br /> PARCEL B� �� _:: • cozAID IR6KI P/PF /?s SHOA/ 1 <br /> tr <br /> 32. 49 A C. h� " 0 JV T 914__1RVA/ PIPE, RCE,E2485 <br /> (L h eECORL Dvgr.� PER 9B FM 42 <br /> DEAC47E5'"57MM DRRI'v'46z h'E5•ER11z COURSE DATA TABLE <br /> DZZIA60 FRYtV ACCESS AA1D.077VTYEA.56MCA1T° <br /> f ^� SEE DETAIL y : /,(/ fA M /UTT/�l IV/ TH F STORM DRAINAGE RESERVE <br /> SHEET � s :-ri ----- ,LPL ERIES .�. E. SE E �' D D <br /> M!Nl0'N 15 NOT.DEf'/,VED OF RECOeD _%7OR..402 1 R = 4288.80 ' D = 0'15 ' 23 " L= 19.19 ° <br /> Imo 1.570 —° DE11NE,9TE EXIST/�t16 GR/ .977 Ii'D 17 2 N 70-04 ' 12" w, 6-301 <br /> �,., <br /> s DEZIAIEf/TES 5 T BqC� 3 N 14-14 - 16" E, <br /> 4 R = 140.20 ' D s 47°55'46" L 117.28' <br /> I6E3.05' C'/f!L NOT/�E <br /> ;364. (7) <br /> ltl "3240"F 4139 I 7�T_ P.P/l 'TD TfHE_✓53Uf1rYCOFf�Nf%�l//L®/rt�6 fi�.Pr�/T f�J.P�/TH��P PA�PCEL 110"'SET <br /> .'SET BACK°° <br /> .. (AJ667:?Z- 01C 4139 fR 1�P `flyl.�iflAltl�' DFArU3fU �0� 'UP�iijff ,fit%/ .�EF,e7Z <br /> F/iPYW1_S71e1,rT iE' �✓!//�E'E�E/YTS 1� R 140-2D $ _ D = 34°44 '48" L - 85-021 <br /> N 39°02 '35" W, 7.54 ' <br /> 50U7N L11VE OF SEMON-5, N 76°24 '40" W, 15. 94 ' <br /> S., R / Wt M-D-B. FM. <br /> �t- <br /> P <br /> U IAJ <br /> F- <br /> Z LL1 Ld <br /> Q s LJ2 <br /> Jg ®2�-rof _a va <br /> 930 1 19, � • PARCEL "A" ®o m <br /> PA� u <br /> 5 a N °57 / <br /> =123 �. � <br /> .� `i2. STORM DRAINAGE R ES ER 3 - � ° �D �p�/� 360. <br /> cr <br /> 5-7 ---- — Q N� 4729 /90 63� <br /> g� <br /> R-6000'&-6182' R�2500'L-31.5+4' :'� 3 <br /> -2. I\ . <br /> a. 73w12 G�3" �. . �a� ey _� �, '339 Ls��49 Spy_ 140.34 � il/2°5143 <br /> o®'L- 7�° ° rz= D°z9 �Fs�oo�-, ti��•, zs-�v �7Z� <br /> R-2,55.00•L-46.97' R=?�oo�237.5' 0 � Iz.1001 <br /> ��5 D`3 <br /> -. -. .� . � ® 16"25;35`__.....:- <br /> �� 10� a /O°33'/2" �I=53'17"It" �, �s3 R=z55_D®" <br /> -..s1L 607.59° !s 98.05®. <br /> 4 ( �t/5 :3 -459 �79- 16'�---°`� ��2 I 20 �gC43� IV54`t2'.ZO"N/ '201. 1,6, N55057:00'it' 28,3.57' <br /> (a8 s �j&9'�--r'' 37 -��-----r �i �._ " itJJEd 59 N O"iV 548 03) <br /> 548 3D �" <br /> wE� Ilr ,v�D'SC159"l-tr r° iz- _ '95 -60' r'N 1 9 . <br /> ( B �z' ---- z y� X03 88z' ��8-�7� 276�� S <br /> - . 1844 5-74) 1.29.x° N65 <br /> Al I <br /> N�g°57 ,�. AJ559'3I'OD <br /> co I R- 145.00'L-,x:71 S T O W ° •p <br /> 110 SET BACK EX. PG.¢ E ESMT. <br /> EX . 40' R/W FOR W IRES i POLES a° tit 0 -. <br /> LEGAL ACCESS z� FOR ROADWAY PURPOSES EE DM1? G. f E. 967 O R. 402 s`��,��0 T <br /> EX PGEE. ESMT 221 D 438 <br /> STOW ��� FOR WIRES POLES D E T A I L <br /> 221 D458 - 992 O- R. 31"1 <br /> 1" = 80' -1 cn Lo <br /> B/DDULPH mt`` EX. P.T. T.E ESMT. <br /> 10679& O.R 201 �"- FOR WIRES -£ POLES <br /> 98 FM 42 a'� 1413 OR. 350 <br /> .54 RM. 20 o A.PN. 193 - 180-001 , 002 and 193-190- 001 JOB NO. 80127 SHEET 3 OF 4 SHEETS <br /> • .�®�'°ice' <br />