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REVISION DESCRIPTION /\ RECORD DRAWING, W of0- 1 0_' cn cl 0 0_ 0' a N a 10 1.� 1 pw D OD 00°�ao N ��I ��� Naf�n��X^t% p�� NZ W't rn 00 L M 00 -i r(3 N W NW OOo• I J \O O Z to 0Q 0 0 1= 0' x Qa tD N U N O ILN MM M U 0 M U M�t`) d �-'►�)`�� (a�ttt I It F) �m -0)¢� J�2 Z N Z t\ W H cD w cD cn r\ O O c0 k Z in ¢ M• ^ O -� c0 cD 00 Z N to I _ j O t- Lo N = ^ X 0 ^ o tD tl (n o0 to � to p top d' Q '- m tet' m Z r- N M't0-X U ¢ N O W M �M N-� 00 M0) 0Uv0 N d M d 0 Z O W 1 cD ao N N �- cD �' Op d- 00 O I X W M e to to= 0 a -4,0 O¢ N^ d-- N to O N + + N O O p p O 2 O W lZ t\ a t\ f\'� ^ cD N O;j: U 0 a+ a 9 + + + c0 00 to to II -}- --1 -I.. a + + + U I p U x H t` tet- °- � w Ki d U d� m U c0 ci tD a cD a cD z I � H�+ —1 + J oo- vi¢ o> 0 c d a- a d d- a �r M 0 `t a m d a ¢ �t N CO d �t U(D W n N r`� 00 A.P.N. 239-2 1- 9 I � A.P.N. 239— 21 2 1 9 0 1 to co -j ( W coQ 6 A.P.N. 239-221-36 11 11 1 � 1 I - BENCH MARK: # 615 RAILR❑AD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06'E ALONG THE NORTH LINE OF SEC. 30, T. 1 N., R. 5 W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. = ^04m CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT C01� MENCE WrMIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER ° THE CITE( ENGINEER MAY REQUIRE VISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Q M ,� �9 ANO AS � Q° � ¢ No. 62183 � �i * EXP' 9-30-05 * 9TF CrVri C OFALZF Prepared Under The Supervision Of pG pPmD ON THE OO FRC E OO F ° D O SAND ° o Lk7m ONO. 10601 CHURCH STREET , STE.107 RANCHO ONE (909 948-1311 91730 Date : Z•c�•o� aw0 0 ¢ o �g - ri - - _ �N O O 0� �N� (D d'U �t in of a: �� ^pt r` , N M ((00'2 O W cD = r_ -j U -_ U NNO .Ni U ^OLai Ma �0� 0%-., ^ U et •' O0- W W N Lr) N ELUJ00 r, U 00 .- .- U ® dMW �� U M thaw �t Li a IL d -U' 1=U- aZ M `naz d- N ± 00 J � + 1- 00 +0' + 00 +a O �: X 0� fir` a O a �- J + 0� i Uj W ww LO (6 Ld qj J 't J 't -I �t U NN �t �r Z N a d- NO N ItU "t NO �- O 0 m Mtri of p 00 w N z a M Z� tet' ¢ `t- LD QU -I + U_l + A.P.N. 39 221— 6 + _� ++ t- p U �� M Q A. N. 239-221-04 U .t;QU t �t . 11 1 19 1 6 6 1 REV. REVISION DESCRIPTION /\ RECORD DRAWING, W of0- 1 0_' cn cl 0 0_ 0' a N a 10 1.� 1 pw D OD 00°�ao N ��I ��� Naf�n��X^t% p�� NZ W't rn 00 L M 00 -i r(3 N W NW OOo• I J \O O Z to 0Q 0 0 1= 0' x Qa tD N U N O ILN MM M U 0 M U M�t`) d �-'►�)`�� (a�ttt I It F) �m -0)¢� J�2 Z N Z t\ W H cD w cD cn r\ O O c0 k Z in ¢ M• ^ O -� c0 cD 00 Z N to I _ j O t- Lo N = ^ X 0 ^ o tD tl (n o0 to � to p top d' Q '- m tet' m Z r- N M't0-X U ¢ N O W M �M N-� 00 M0) 0Uv0 N d M d 0 Z O W 1 cD ao N N �- cD �' Op d- 00 O I X W M e to to= 0 a -4,0 O¢ N^ d-- N to O N + + N O O p p O 2 O W lZ t\ a t\ f\'� ^ cD N O;j: U 0 a+ a 9 + + + c0 00 to to II -}- --1 -I.. a + + + U I p U x H t` tet- °- � w Ki d U d� m U c0 ci tD a cD a cD z I � H�+ —1 + J oo- vi¢ o> 0 c d a- a d d- a �r M 0 `t a m d a ¢ �t N CO d �t U(D W n N r`� 00 A.P.N. 239-2 1- 9 I � A.P.N. 239— 21 2 1 9 0 1 to co -j ( W coQ 6 A.P.N. 239-221-36 11 11 1 � 1 I - BENCH MARK: # 615 RAILR❑AD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06'E ALONG THE NORTH LINE OF SEC. 30, T. 1 N., R. 5 W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT C01� MENCE WrMIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER ° THE CITE( ENGINEER MAY REQUIRE VISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Q M ,� �9 ANO AS � Q° � ¢ No. 62183 � �i * EXP' 9-30-05 * 9TF CrVri C OFALZF Prepared Under The Supervision Of pG pPmD ON THE OO FRC E OO F ° D O SAND ° o Lk7m ONO. 10601 CHURCH STREET , STE.107 RANCHO ONE (909 948-1311 91730 Date : Z•c�•o� DRAWN BY. M M.A. DESIGNED BY: M.N.S. CHECKED BY- M . N . S.4 ROE 62183 EXP. 9%-M ---HEr-%c;%.jD 1 N rN I THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE B,AISIS OF lNlF: FVAATIO?�'OMI CPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT 13E RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCENTS AS A RESULT THEREOF. C[ITY OF U Oo NTANA, CAUK-RE-D A STRO-MET UMPROVEMENT PLAN W np p Q AVENUE SCALE: SOEmm AS SHOWN W DEMOLITION PLAN! DATE: ,---f�OM STA. 23"7 TO STA. 49+50 FEB. 2003 PPRO BY:DRAWING NO.: rN / . '/-fo-cz37 CIT ENGINEER R.C.E. 51152 DATE �06`5 9 V) JA661-1404\streets\dem7.dwa. Plot. 02/18/2003 01:31:31 PM. fs