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-7A <br /> � � .SUBS' � <br /> hN soh L�1 2 222) 64 �R4) BASIS OF BEARINGS <br /> �3 21, PARCEL MAP <br /> -� RCE THE MONUMENT LINE OF KNICKERBOCKER LANE, TAKEN AS <br /> J o �O� � ' -FD' o, i3"E 3.131 6� NORTH 19 040'08" EAST, AS CALCULATED FROM THE MAP OF <br /> SUBDIVISION 2742 (76-M-47). BEARINGS ARE BASED ON SUBDIVISION MS 05 0950 <br /> THE CALIFORNIA COORDINATE SYSTEM, ZONE III (CCS-27). BEING A PORTION OF THE WEST 112 OF OF SECTION 3, <br /> `-- r6 rid 1 A'�� oA\1 TOWNSHIP 1 SOUTH, <br /> RANGE 3 WEST <br /> 20 j .�o� <br /> Nj 610 Fj F°j j6F , ��qJ s <br /> MOUNT DIABLO BASE AND MERIDIAN <br /> G <br /> ' NOTES <br /> S �1p) �S�S2 SPR �3 .--FD. 1" I.P. <br /> 260,s9g, ,`�\'�� 32 LS 4210 (47-CR-26) CITY OF ORINDA <br /> �O. �/� '�0 31 N66 017'56"E 0.22' THE FOLLOWING EASEMENTS ARE NOT DEFINED OF CONTRA COSTA COUNTY, CALIFORNIA <br /> RECORD AND ARE NOT SHOWN HEREON: <br /> GjJ� D_ r 0 �0� �11�J POLE LINE EASEMENT (127-D-482) <br /> o DeBolt Civil Engineering <br /> Nn O rn `� "� . 3 5��� 2s2dos�' SvB�,M22� POLE LINE EASEMENT (384-D-394) g <br /> n A 1102248 361 A6 q� Danville, California 94526 <br /> Ln <br /> N m ° 402°23� OCTOBER 2012 SCALE: 1 in. = 100 ft. <br /> z c PARCEL B �p FD. 3/4" I.P. 2 S <br /> C / O -� p '11' ,p�� LS 4210 (R6) FD. MON (R6) <br /> 7.6461 AC. '� � <br /> 0 rn o ��°0- N73°20'41"E 0.20' AT OAK ROAD','n S 4 <br /> FD. MON W O oi6'12"E�� 2 < <br /> RCE 9622 NI 'o Z FD. 5/8 REBAR N23 4 99 J� LEGEND <br /> (R3) o /�� 20�\ o RCE 27818 (R6) 3 <br /> Q N O 1� �/ 0 Q o Q�\ x-00 49 2 53 4 + 57 Q FOUND STANDARD STREET MONUMENT N <br /> y J1 w o - I� o <br /> \ r E.- v N MIA .-, rj 51 \�s° STAMPED RCE 27818 PER (R6) OR AS NOTED <br /> \ 0-) „ 9 ^ w ix z 7 8 ��� FOUND MONUMENT -- AS NOTED <br /> C� �2\ 1 Z� 1-• i^; w z w N <br /> �, ry ''' CO o 4 — < >(RO) RECORD INFORMATION PER REFERENCE NUMBER <br /> rn Q, ��+\\ `� o' ����� �2""' O/� hi•� <br /> SUBDIVISION BOUNDARY LINE <br /> � 2 <br /> ° ~ O R=180.O o\ ? o, co 2 <br /> /o � // i D=9400 7 X - <br /> /^V <br /> O L=295.68' 1�� \ 1,�� Dh 2 `. � 00 <br /> 0,P <br /> R_17 ,3� oA�• 0 REFERENCES Q <br /> 40.08'< �. 1 -� >> 0'L�i/ D=66 O.Op, O .,� o_ 63 <br /> OG \ 912' _ --r- <br /> _ _ — — vvP 41)6�19� �Q'�i L=196 g51,� m <br /> N <br /> 2 po � (R1) OAK SPRINGS - UNIT NO. 2 (20-M-521) <br /> (R2) OAK SPRINGS - UNIT NO. 3 (20-M-536) <br /> Ci �Q `� ��1 Q N Pv --� (R3) SUBDIVISION 2742 (76-M-47) <br /> 41.1 N..W r'� Eq�lST R=320.00' Cj �G p3��n� `ID 41 o <br /> N65 59 35 s o <br /> 153.16' 6 � NSF F� � p.89°02'24' �'I 66 (R4) SUBDIVISION 7173 (324-M-22) <br /> o (R5) RECORD OF SURVEY (119-LSM-42) <br /> N R3 X06' �S'y�tiT�jN,9 L=497.29' - - <br /> FD. MO ( ) F� O CF U J pp (R6) RECORD OF SURVEY (127 LSM 25) <br /> �-TAKEN HERE a= ,�'J FB '9�i Q o <br /> RCE 9622 �FO •�GOOO�'F N3Z°SO48,, <br /> rV <br /> o�'j ' (`��8��0� PARCEL "All � W 3�6 sS <br /> 7 _ Sip pgA ,�(, �q,� 15.621E AC. z ; CURVE DATA CHART <br /> o F��I9' �6J I� 73 1 R=55.00' D=44 028'18” L=42.69' <br /> % w N 4 2 R=150.00' D=66°21'51" L=173.74' <br /> LO o ^ o W 3 ` 3 R=200.00' D=40°54'14" L=142.78' <br /> LO <br /> W / •'1� 4 R=200.00' D=40 054'14" L=142.78' <br /> V' 3 <br /> PCL. A z ._ _ _ _ _ 4' j �'10h 75 5 R=280.00' D=89 002'24" L=435.13' <br /> � (25-PM-45) -" — — ._ kr �O 6 R=220.00' D=20 028'06" L=78.59' <br /> oo FD. 2" I.P. N49°00'47"W 731.14' —' <br /> I FD 7 R=200.00' D=47 003'30" L=164.26' <br /> *� OPEN (R5) ' S/8"REB,4R <br /> -•--- 211.63 --,� o � 8 R=200.00' D=47°03'31" L=164.27' <br /> RCE 27818 <br /> _ o (R6) <br /> N49 000'47"W 727.24' N37 3136,E <br /> Ile <br /> W <br /> % N37°31 7 6 <br /> , <br /> /! 6„W 618 82, <br /> FD. S/8”R'68 <br /> ORINDA GATEWAY, LLC (96-222783) RCE 27818 (R6) <br /> A.P.N. 273-110-014 JOB NO. 96102-PM SHEET 2 OF 3 SHEETS <br />