Loading...
HomeMy WebLinkAbout02-0192f L V co Q C\j M Of W 00 CD LO Cd cd N a U) LL F— C7 C j cam. p O c Q 0 N O N �-+ _ : c cn cC ,--+ Of N • ...4 g.., Ln (1) - U ° U U '� v aA Q z cd W U p • o O d) O cc3 4'-� N • r' 4� O 4--a 4-J Cd E �:j ll� ' .0 O N U U '> N 0 .r ° O .,4 cd O 3 Or C6 CIA o r..j ;24 4--1 .o W O W O M '—' 4-+ r� U O 0 p v U N .O Q cn CIS r-4 cd 00 W E-+ U O o � �-' � Cld v �' W Z W p H rd w � a) �� UU�GA P-a �1•,..,v)U m �Q Q �UU vs v� .V 0 O m � 0 a �... w Ea. -C cz cz w N > 0 E m V oE— Q O Zz ° ca O m p m W w CD CU 0 -�- CO) •E co � U W W z Z 2O Q O a) � ° j z >% n. N a m � o � oo Q = ._ O��.+ U Q) p �N LL. cc N W w Ct$ a) O M ca O = ca W 0 p 0 cc O CO U i- a ~ 00 z o � 70 0 0 cc 1. w O •>, p m a, U) CL 0 z E cz (D 0 • a� j C. Q) C: Z o ._ O m 4-0 H a) co -co ai ,cz -� 0 '� cz LANAI o CL J 0 CD QD E w w - O E O CO �° = �- z � cc Q � m We oC CV �-•' •— w U — cc C6 -0 a) co CTS arc m a Q z OWNS cc Co L] 0 4-0 w �... M — cr �_' W Co cz U� � cis � _� � m U LL U w Z O —� Q) a) 0) O Cl) •� o p W o u_ z w m eeWW p. Q) �� >' 0 w O .� z U w z n () LL Q) E �� m to j- OC O m U= O -- - °- U) �Q ° WWQ Wo >, cts O>- O a) � �m " �� Z °Cow v� m iji w m a o t— o Cl) I— Z O Q? z tVNN V Z O W Q �� �- w 0 v, _ a Q c�0 w U Q i E -v �' 0 a U � H z 2 I—O as cz a).�� sm a a� 2a E-- U I cn z �01 Q h d N 3 0 W 0 cc co co 0 z E 0 cq C71INO O z P4 LT 5� �lt I da U� 0 4-4 tIZ4 U-4 U-4 CA cd •as V-4 Cd cd 4.4 0 IZ as 4-4 cqs +C� I "14 ,Q� 0 z t4-4 0 0 Z Z Cld cis a$ Cd cd 0 00 Ln 00 cq ♦ 0 91-4 0 08 CA N 00 Cd cd 00 c) En cd Cd .114 US 0 00 +5 o cd +. a C� V 00 +Z N +.4 c� I "14 ,Q� 0 CA 01� CA 0 4-4 0 as 1-4 b 0 4-4 0 0. 0 0 4-4 0 0 o • + C� +j cd 0 4-4 mas cqj Cd cd 7:*4 00 0 Cd V Cd 0 4 cd 00 0 Cid 64 Cd C,3 cd Cd cd 0 cd iz 1 El o Z 0 CO cd w 01 0 ti-4 Z 0 c) W 4m) Cd 0 cd d Cd 0 0 Iz C 00 -1-14 CIA to +Z cd +Z 0 Cd 0 Ct 0 t8 w Cd -c-d* 00 0 0 00 �T 0 fN Cd 11 00 4-) Cd 0 00 rwq -Ott 0 0 4-4 C44 U " 00 to o o 0 e � o 0 1 0 Q cd cr,. 's +3 cu 0 64 0 64 0 61li, 4 �C 0 tA PREPARED BY: ALTA ENGINEERING HUGHES SURVEYING 218 SO. "H" ST., STE. 203 BAKERSFIELD, CA. 93304 PHONE: (661) 834-1492 FAX: (661) 834-1529 1(0/1 pLQG3gCED= HIP w/QDw Cn [vl0o )21:100 gR- A DIVISION OF PARCEL 3 OF PARCEL MAP NO. 9233 1, P.M. BK. 42 AT PC. 153, KERN COUNTY RECORDER IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA IN THE SE 1/4 OF SECTION 16, T.30S., R.27E., M.D.B.&M. In] LAND 1- 0 - NAG' 0 EXP. 6-30-2004 No. 3779 OF CAL vl\_111NI 1 1 lvl/--\r- 1 N. T. S. NORTH EXHIBIT "B" OWNERS.- ROBERT 0. MARTIN DARLENE E. MARTIN 6601 McDIVITT DRIVE BAKERSFIELD, CA. 93313 PHONE: (661)832-0991 FAX (661)396-2,399 STATISTICS: ZONE = M-2 (GENERAL MANUFACTURING) APN = 385-411-17 GAS = PACIFIC GAS & ELECTRIC ELECTR!C = PACIFIC GAS & ELECTRIC SEWER = CITY OF BAKERSFIELD WATER = CALIFORNIA WATER SERVICE CO. "PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY" PACE 5 OF PAGES NE CORNER OF P.M. 6963 E. 1/4 COR. SEC. 16 30/27 PER P.M.BK. 30, PG. 83 ' 950,45' K.C.L. CO. BRASS CAP PER pin( RL%p wluw1F=12 CITY OF BAKERSFIELD BASIS OF BEARINGS i � R -1 MEA. � R/S BK. 8, PG. 83 PER BK. 51634, PG. 2347, O.R. I ` ALL BEARINGS AND DISTANCE SHOWN ON I PARCEL 2 R.C.E. 664OKED uj Oct o THIS MAP, UNLESS OTHERWISE INDICATED P.M. NO. 9233, PM.BK. 42, PG. 153 I cv .- a ARE RECORD OR CALCULATED FROM RECORD 0 � ! N:� PER PARCEL MAP NO. 9233 RECORDED I 20 SEWER "DETAIL A MN' ow �N PARCEL MAP BK. 42 AT PG. 153 IN THE � FD. BRASS TAGGED j� � Q I / � N OFFICE OF THE KERN COUNTY RECORDER. I R.C.E. 17564 LIIVt I/ BEING A DIVISION OF PARCEL 3 OF PARCEL MAP COMMON ACCESS AGREEMENT TAGGED R.C.E. 17564 � _ PER BK. 6566. PG. 724, O.R. � � I 1 w NQ. 9233 P.M. BK. 42 AT PG. 153 KERN > S 8972-44° E R -t & MEA. co _ c Ad COUNTY RECORDER IN THE CITY OF BAKERSFIELD, � 210.83' MEA. 210.82 R -, o COUNTY OF KERN., STATE OF CALIFORNIA IN THE I M SE 1/4 OF SECTION 16, T.30S., R.27E., M.D.B. &M. DISTRICT BOULVARD LLJ 59 I w Ad I 1 ��Z I MCDIVITT I a �' i I� W ° d N 00 z© _ .. --� - DRIVE 1 W � � � to QUA <5 It LLJ � N W� �o mtt7 =N Q WI Q Q� I LJ I = °N a LLI U `° 1 ``' �- N wZ0 r` ° t° 0 W 30 30 I m - , Q {D I ?a �- ° I0 DDY � p m h� ao zo m w� PARCEL 1 aC oY I l �� o _ WLJ °W� I° I _ wd w = om B � I +� 'd Q Ua w Ti + P.M. NO. 9233, PM.BK. 42, PG. 153 ©� w (f a cL F- o LO � }- �, + � _ a: ;n � COMMON ACCESS AGREEMENT Pll : �" I PARCEL 3 I Q a Q wo 0 AS EXISTING El = FD. MONT. AS DESCRIBED PER P.M. 6963, P.M.BK. 30, PG. 83 A = FD. 2" I.P. W/ BRASS PIN TAGGED R.C.E. 22497 PER P.M. NO. 6963, P.M.BK. 30, PG. 83 S = FD. MON. AS DESCRIBED O� = FD. 6" CONC. MON. W/ BRASS CAP MARKED R.C.E. 22497 PER P.M. NO. 6963, P.M.BK. 30, PG. 83 0 = SET MON. AS DESCRIBED z o° h Lj to R -1 = RECORD PER P.M. NO. 9233, P.M.BK. 42, PG. 153 PER BK. 5634, PG. 2349, O.R. w < �—� IP.M. NO. 9233, PM.BK. 42, PG. 1531 Y M I SET TAG IN CONC. z 59 A cn m w N AC I L.S. 3779 I 2.8� . I 04 �A = EXIST. CURB, GUTTER AND SIDEWALK C3 _ m o- twn C N 89'12'44" V11 R--1 & ME 1 "I I = EXIST. CHAINLiNK FENCE � ,d. 211.67 R 1 Sc MEA. M z�� co Q E J m I •-.- am S w • e 1 Ira O s I �� W W c B a J I Wes' I T i• N 44'12'44° W R -1 & MEA. . I 28.28' R--1 & MEA. 3 (7Q 30' SET TAG IN CONC. L. S. 3779 s s- SET 5/8" REBAR BAR - TAGGED L.S. 3779 I� a O g +n d- 10' P.U.E. PER BK. 5510, PG. 1435, O.R. 0 0 B 0 0 SET 5/8 I R E BAR &CAP TAGGED L. S. 3779 ( 00 1' 00 N I° 0 `n CITY OF BAKERSFIELD I LINE OF SIGHT EASEMENT I PER BK. 5634, PG. 23472 O.R. "SEE DETAIL A" SET 5/8" REBAR BAR 1 TAGGED L.S. 3779 A= 90.1 8'28" � FILL ON LID SET R = 20.00' T = 20.11' "X" ON UTILITY L = 31.52' BOX LID 6" S 9012'44" E R -1 & MEA. A 384.65' R--1 & MEA. TERAL 6" LATERAL-�" N 012'44" W R -1 & MEA. 6" LATERAL 510.00'R -1 & MEA.a S s S STREET DEDICATION PER BK. 5510, PG. 1441, O.R. to ' � W W W Do d- 00 N 0 z 55' w NW z � J •-- w (� W cn W � N N o° Z NORTH CALF: I" — Rn' h N I � 6' C.M. MAR — _ ' R.C.E. 28471 X12" SEVER LINE DISTRICT BOULEVARD " "PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY QC = EXIST. CONC. DRIVEWAY Q = HANDICAP RAMP Q = CONC. "V" GUTTER INDICATES ABANDONMENT OF VEHICULAR ACCESS PER K. 5510, PG. 1441, O.R Q = SEWER MANHOLE E — = ELECTRIC POWER LINE MEA. = MEASURED �,q LAND SURL `yti cy , 6-3 - 2004 No. 3779 -4rk OF CAAL,�O¢� 40 47. PAGE 6 OF 7 PAGES NE CORNER P.M. 6963 PER CITY OF BAKERSFIELD ! P.M.BK. 30 PG. 83 950.45' LINE OF SIGHT EASEMENT / •, R -1 MEA PER BK. 5634, PG. 2347, 0. R. PARCEL 2 BASIS OE BEARINGS N ao- Q � P. M. N0. 9233, PM. BK. 42, PG. 153 i a�N O ALL BEARINGS AND DISTANCE SHOWN ON FD. BRASS TAGGED "DETAIL A" N N0° �, THIS MAP, UNLESS OTHERWISE INDICATED R.C.E. 17564 I o j f N u ARE RECORD OR CALCULATED FROM RECORD COMMON ACCESS AGREEMENT I ' Q PER PARCEL MAP NO. 9233 RECORDED I PER BK. 6566, PG. 724, O.R. z IN PARCEL MAP BK. 42 AT PG. 153 IN THE OFFICE OF THE KERN COUNTY RECORDER. -- — — -- — — — — — _ FD. 1" IRON PIPE S 89'12'44" E R--1 & MEA. 00 TAGGED R.C.E. 17564 mom 210.83' MEA. 210.82 R -1 ao DISTRICT BOULVARD LLJ 59' w � I McDIVITT 0 zo I 1: I w c N LJ N I Y O m I Ln ,� � Q: M ca I w � a w� r I c4 d I`' N w w Ln '- j I mu Q� a (N p w o, I PARCEL 1 oY PARCEL A Lo� c' I � I o I w c3 w � °� < � I I I a P.M. NO. 9233, PM.BK. 42, PG. 153 o w 1 22 AC. Lu r- w O I�' in Ln SET TAG IN CONC. ,dam � � w Q �� L.S. 3779 °0 59' I °0 Do COMMON ACCESS AGREEMENT I +� w� � I �' r PER BK. 5634, PG. 2349, O.R. Z SET 5/8 "1 REBAR & CAP ad t — _ — _ _ TAGGED L.S. 3779 < 0- N 89'12'44" W R -1 & MEA. o I _ _ M Z 211.67' R -1 & MEA. 'co T— 1 co ~ 212.18' L ---- ----"� I ' E. 1/4 COR. SEC. 16 30/27pQ���� ' K.C.L. CO. BRASS CAP PER D o R/S BK. 8, PG. 83 6 C.M. MARKED R.C.E. 6640 � n co ❑ OO � � (A CS f w U Li z �0 O w O U f— Q U N Cr-w Fz- a LL- _ O N wZ0 oco _ °rvl Lo w CL Q W O z� o� bi F- < C7 in o a_ Q W 00 F- W W o: 1 c~n m V ,n Q ! o'` It , N 89 12 44 W , 423.85 w w � Y + � n. m L AND S 4L�� -` Q r- • — -- — —' --' -- — � --- -- — — — � SET 5/8 REBAR & CAP I � f NORTH I�Q TAGGED L.S. 3779 SET TAG IN CONC. L.S. 3779 Z � tk �,, I ��' 0 A = 90'18 28 " FILL ON LID SET R = 20.00' } X ON UTILITY T = 20.11 ( w + r- w I BOX LID L = 31.52' P A » » RCEL B ( � No. 3779 r I , �.- I CITY OF BAKERSFIELD ELD t�,Q' 1.64 AC. LINE OF SIGHT EASEMENT �'o ``' ao 00 000 1 S 9'12'44" E R -1 &MEA. ��`'� �,� PER BK. 5634, PG. 2347, Q.R. ° �, f o � o N 8'12'44" R -1 & MEA. �� ; "SEE DETAIL A" I� � ° - HUGH L. S. 37 SET 5/8" REBAR BAR TAGGED L.S. 3779 ;n STREET DEDICATION PER 00 z BEING A DIVISION OF PARCEL 3 OF PARCEL MAP N0. 9233, P.M. BK, 42 AT PG. 153, KERN COUNTY RECORDER IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, S-FATE OF CALIFORNIA IN THE SE 1/14 OF SECTION 16, T.30S., R.27E., M.D.B. &M. Ak LEGEND 1 OAS PROPOSED El = FD. MONT. AS DESCRIBED PER P.M. 6963, P.M.BK. 30, PG. 83 = FD. 2" I.P. W/ BRASS PIN TAGGED R.C.E. 22497 PER P.M. NO. 6963, P.9.BK. 30, PG. 83 S = FD. MON. AS DESCRIBED Q = FD. 6" CONC. MON. W/ BRASS CAP MARKED R.C.E. 22497 PER P.M. NO. 6963, P.M.BK. 30, PG. 83 Q = SET MON. AS DESCRIBED R -1 = RECORD PER P.M. NO. 9233, P.M.BK. 42, PG. 153 INDICATES ABANDONMENT OF VEHICULAR ACCESS PER K. 5510, PG. 1441, 0.R MEA. = MEASURED I ! o'` It , SET 5/8" REBAR BAR z L AND S 4L�� 1 30 30 btN �, I TAGGED L.S. 3779 f NORTH ���a5 SET TAG IN CONC. L.S. 3779 Z � tk �,, I ��' 1Q' PER BK. 10' P.U.E. PPG. PER O.R. A = 90'18 28 " FILL ON LID SET R = 20.00' } X ON UTILITY T = 20.11 � 55' /. SCALE: 1 " = 80' � � �.. �� EXP. F� 6 -30 -2004 BOX LID L = 31.52' No. 3779 -- —. — 1 S 9'12'44" E R -1 &MEA. 384.65' R -1 & MEA. i A\A/11 �, f ST �RYEY �P q rF � o N 8'12'44" R -1 & MEA. LO 510.00'R --1 &MEA. --, % E Y OF CAI- HUGH L. S. 37 SET 5/8" REBAR BAR TAGGED L.S. 3779 ;n STREET DEDICATION PER EXP. —30— " 6 C.M. MARKED R.C.E. 28471 004 =' O BK. 5510, PG. 1441, o.R. DISTRICT BOULEVARD � " PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY -' -` — -- �- -- — PAGE 7 OF 7 PAGES