Loading...
HomeMy WebLinkAbout4979-2- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . .. . . . . . . . . . I . . . . . - - - -- - - - - - F 4� . .. ........ I -o. :+ - -- -- - - - - - - - - - - - I- - - - - - - - - - � . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - . . . . . . . ... . . . . . . . . . . . . . . - - - - - - - - . . . . . . . .. . - - - - - - - - . . . . . . . . . . I............. ....... .... .. ... ....... ........ ...... .... ... ........ ........ .......... .. .. .... . ........ . . . . ....... .... ......... I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . . - - - - - - - - - - - - - - - . I ­ - , -4 . . . . . . . . . . . . . . 4�� . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . - ------ ........ ...... 4v 4- 41' . . . . . . . . . . - - - - - - . . . . . . . . . I - - - - - - - -------- ---- -- ------ - --- ....... I ........ ..... ... .... ........ ........ . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . 14. .... ...... ...... . . . . % ...... ...... ...... ... ........ .. . .... .. ............... ........ ...... ........ ........ ........ ...... --- ------ I, ........ ... ..... . .... .. ...... .... - ----- -- ------- -------- --- -- --- - ... ....... - ------ ------- ....... ........ . ........ ......... .. ... . - ----- -- ........ ....... ........ -------- I ------- - -- -- - ------ -- ---- ---------- ----- .. . ........ .. .... ......... o ........ . ....... ........... ..... . ........ I . ........ ..... . ........ .... ......... ..... .... ... ------- - -------- - -------- ...... ....... ......... ...... .......... it......... .... . z oI- - - - - - - - - - - - - % ............ . ... . . . . . ......... ........... ......... ---- --- --- ......... ......... + - -- -- - ; - L... - : : - - : I - -: - - : - - " : - : - - - + - -- -- --- --- 4 ' ' ' : ........ I....... ........ ...... .... ..... . . . ........ ------- ........ . . . . . . . . . . . . . . . . . . 4 .......... ot . ........ ........ .... ...... 4 ........ 4 + . . ........ ........ ... ....... 4 ........ . .... ...... --------- Y .......... .......................... ... * ......... ) ........ ........ ....... . ........ - -------- .... -------- - ----- -7774 4 4 .... .... . . . . . . . ......... ------- I---- --- 14 t� ---------- t-' ....... ....... ....... ........ ........ ........ ........ .. ...... ---- ------- --- -- - . . ..... ...... ...... ........ ... ........ 7 .. ........... ........ .... ... . ...... I.. ........ ...... ........ . ..... I.. ......... ........ i ...... 40, I -M .......... ......... -------- -- ---- --- --- -------- ---- -- - ----- -- --- ...... . ------ ...... ...... . ........... .......... ------- ---- -------- ....... ... . ........ ........ ... ....... . ........ ........ ......... ........ ...... ...... --- --- I ---- -- 41 -------- - ------- ... .... . ........ . ....... ....... ...... ..... ... .... I---------- - - --- - ........ --- - --- ....... ........ ...... ..... . . . . . . . . . . . . . . . . -I ...... ... ........ .... ........ ..... .... ........ ------ - - - - - - - - - - 5 .3 ------ .... ......... --- - -------- - ------- -------- ------- AN .... ........ ........ ...... ........ ........ .. ----- --- -- -- "U . . ........ -------- .. ... ------- ...... .. ... . ..... ... . ... .. ..... ....... ---- . ..... .......... ... L., . . 4 ........ ..... ...... ........... ------ -- ------ .... ...... I : ------ I........ ....... ........ ....... .... I ........ ... - --- --- . ......... % ......... ---- ------- -------- .... ...... .... + ...... U ... ..... I ....... ....... I------ --- ------ - -- -- -- - ----- ........ ....... I ........... ---- — - ------ ..... . ...... ...... .. I ........... ...... ...... ............ ------ -- - -- --- ------- -------- -------- --------- ------ - ---- ... .. ........ .. ......... ...... ..( ...... . ........ cl: t::: - ------- -- --- - --- ---- --- -- --- - ------- T------ --------- --- I-------- --- ---- ------- --- ....... ------- --------- ............ ........... ........ ......... ........ .1 --------- .......... ............ - --- --- -- ----- ........ ...... ......... - -------- r .......... . - ---- --- I---- ------ --- .. .... . . ....... .. ........ .. -- --- - ----- .. ........ ......... . ..... -------------- -- ---- . ....... .... .... ...... . .. .. . ........ ... ---- - ---- - � ........ ......... ........ .. ..... .... .. ........ ...... ...... ... ........ 4�­ ..... .. ... X W., ROUND" -- --- - . ...... --------- - -- -- ------ - ... ..... ........ ......... ...... . ........ ........ ... ...... .......... ------ .. ........ -------- ---- ........ ........ I........ ...... ....... --- --- ................. ... ....... . . ............ .... ...... ------- . ...... . ..... . ...... ------ ...... .. ........... ........ . .... - ------- --- ---- + ....... ... .... ... . ........ ...... It- ........ .... ---- --------- -------- ..... ........ --- --- ----- ......... .. ........ . ........ ............. ..... . ....... ..... - -------- - - -- --- -- -- --- -- - - --- --- I----- -- --- ... ....... ........ .... ........ ...... ........... --- --- -- ---- ........ . ......... .. . ..... ...... . ....... ... . . ......... ..... -------- -- ------ .. ......... .... ...... ...... .. ........ ...... ...... ........ I... ........ ... ... ...... 'PR ..... I-------- .... ......... ...... ... ------- - ------ .. .. .... .. -------- - ----- ...... i ........ ---- -- ......... . ......... --- .......... -------- QipE± .......................... ........ -------- -------- ...... ....... ......... .... . ...... L. T . . ..... ........ .. ....... ........... ED ::4* Ll 41 ... - --- -- . ...... .. ....... ... - L*.., )NI'MA -6: :::]:t ------- ........ ...... ... -- ----- - ---- - - ---- --- ........ ...... ........ .%% .......... 7 . ...... .. -- ---- --- ........ --- . . ........ ................ ------- --- -- --- .... ............ .4 -------- --------- -------- ........ ........ Jk ......... . . ........ IT -------- - -------- ........ ....... ....... ­ --- ---- - -- --- ...... ........ - ------ t ........ .... � - 1,1: ... :, - - ...... � - ........ ........ ........ ...... ----- -------- ........ . t ................... i....... .. I......... .......... L. .. ........ L ...... - ------ -------- ------- - ------ --- . ........ CV ---------- . ........ I . ..... ­- -------- .. ........ ...... ...... ....... ..... .. . ------- 6.. - - ---- I— - - -77777i77777--7;�7777777t77777:� ........ :4 . . ........ . ......... ............ ....... I........ ----- . .. . . .. .... .. ......... .... . ... .. .. ..... . ....... - - ----- L .. ..... ---- -- ---- --- ------ - --- -- --- ---- ---- -- ------ I: ------- --- ---- T- ........ ......... --------- ------- -------- -------- -- ---- -------- ------- I ------- ........ L­11­� ......... ......... I....... .......... .... .............................. ..... ............. - --- -------- ---- -- --- ........ +­ ........ ........ ......... ................. ............ .............. 2 I5 + 0 19+00 0+00 z I + Ui 1 )i 224 -- Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 1 O' 00'02" 1 12.00' 19.55* 9.80' C2 90'00 I 00 25.00 39-27 I 25.00' C3 190-00'00" 25,00' 39.27' 25.00' C4 (3900'00" 25.00' 39.27' 25.00' C5 91YOO'00" 25.00' 39.27' 25.00' C6 89'54'25" 35.00' 54.92' 34.94' C7 90*05'35" 35.00' 55.03' 35.06' C8 89*54 25 . 35.00 54.92 34.94' C9 91YO5 35 " 35.00 55.03 35.06' C10 91YOO'00" 25,00' 39-27' 25.00' C11 1 1 0`00'05" 62.00' 1 1 9.03' 88.55' =SC A—L =E�= 40—' RUDEEN LANE AV& 0 A M jp- 1K M Ok 1p. CONDOR AVENUE 7 %ran#,% Iligs-119%fl- 11~1011-1-1119 so F% IT I - SEE SHEET 6 SEE SHEET 6 LO a: U_ z co cn r'. C:, C-) n c� ILLJ 6 _j L0 C14 04 130, cq P.) IUj ck: co — __ CN LO .0 180 u-) !;� 0 c6 12' co 129 in U� 10 + 109 + LO + CN 00 C3 o 6 108 LO C14 0 wi c 6 U -i 11 �-4 " � to 3: 73 ..... ..... C14 cn[ BEARING LENGTH Ll N1 0*33'09�W t5 a, . 04 C14 0 Ld C14 00 - o6 + 00 (D + K) + + + C) -d- LLj C14 — Ld CONDOR AVENUE Line Table LINE BEARING LENGTH Ll N1 0*33'09�W 42.36' TOLL FREE ""Mm"I —800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERMCE ALERT REV� REASION DESCRIPTION ........ .... --- --- -- ---- -- - -- -------- ............... .. .... ........ - -------- ........... ........ ..... ........... ---- -------- - --- ---- --- --- -- -- -------- ...... -- --------- -------- --------- ---------- ... ----- ........... ...... L4 ..... ......... ...... ................ -------- -- - -------- - ------- --- --- --------- -- ................... :1 . ........ ..... .... ....... ......... ---- -------- --- ...... . . . ...... ­ L ------- ­­ -- - -------- . ........ ....... ­# I ---- L ........................... ........ .. ........ . --- ---- -- ---- . p N ----- ­ ... ....... ............... I ........ t ---- ----------- - 4 ------- - ------ ............. -------- ------------ ........ ------------------ .. ... .............. .. . .......... ....... .......... ...... .. ....... ........ ..... - ------ - - ---- - ........ ...... ---- --- -------- ------ ----- -------- ........ --------- I-- --- ..... .. ........... -------- -------- -------- ----- - -------- I- ------- ...... ........ .................. ......... ........ -------- ------- ---- --- --- -------- ------ ........... ..... I.............. -- ------ L . . ........ -------- ............... ......... ...... ....... .................. ? ------ :­�-: ------- ............ ........ -------- -- ----- - ----- -------- -------- ...... I-- -------- ..... .. - - ­� --- --- . ..... ...... ... ..... ..... . . . .... ......... ............. --- -------- ........ ........ ------ ------- ........ ....... ....... .............. ... -- - --------- ------ ... . ............. .... -------- L'I ------------- ------- - --------- ........ ....... ........ --------- I -------- I I --------- ... . ........ ...... ... ..... ......... ........ ... ........ . ..... �: L L I L .................. ............... ........ ...... I...... ...... ....... i... ....... ...... --------- - -------- . ........ . .. ........... .. IU VAJ , i I , �3 --- L ---- J- --- ­ � ......... ............ ..... ........... .. ........ ...... . ........ -------- -------- ------ ........ -------- 1 I . . '�: ................. ---- -- - -- -- --------------------------- .... ......... ------- -------- ------ .. ........................ ........... ....... ........ ........ t . .............. - -------- . .. . .. ..... ....... ..... -------- .... ..... -- --- --------- ------ ----- ------- -------- I.......... ............. ........ ........ ..... ..... --------- ........ ------ ---- ............ I........ . .. ......... ... . ........ ---- .. . ........ ........ ... .... . .... ------ L' -� ......... L ....... ... ..... .. ----- -------- ------ ............ I.. . ........ i: -:t ............ ........ . ..... ...... ...... .... --- .. ........ . ......... I .... ...... .... . ........ -------- ------- . ... ....... + . ..... . --------- -------- ..... ..... .. ......... .......... .............. . ........ . ......... . ......... I ... .. ... ---- -- -- ----- ---- --- ..... -- -------- ......... ... ....... ............ --------- ...... ................ ------ .............. .................... . . . . .. . . . ...... . . .. ... .... --------- ---- ---- ------ . . . ... -------- ....... ... -------- -- - -------- - -------- -------- --- ------- --------- -------- ------- ---------------- --------- ....... 4� -------- I. I7 7 7 7 7 7 7 . �7 7j ... +00 2 b + U 0 TERRA VISTA DRIVE SEE DWG. 4169, SHEET 3 OF 4 SCHNEIDER STREET SEE SHEET 4 U_ Go M Lc� I of LL_ cq 0 M rl- 00 to ck� U_ M *4- i 0 00 r- E B, + CD 4- M LO w r- 19 I I I I C�) 160' 00 tn w _. zi��l I - ! I w cn 34— C) Tin, T - 0 14- - cn r- .. of C14 1 C*4 o La co 2- tD L M C�i 121 22' + -_-v 1.0 -N LO 00 U + c:) + cli CN ca n r -z 4 72 '* C) cq _t 04 to Lu LL 0 Uj C'4 0) LO 0 04 z to LU x > . ... .. . ..... . ...... ............. ....... ......... i................ ........ ......... .. .... ....... ...... L L . .. .. .. L . ... ...... .... 1.q+q949C'I CR V1.1 F---- -------- ---- -- -------- --- --- -------- -- -- --- � -- - - ---- ---- -------- --------- . ...... . . . . . .... . ........ .... . . ... .. .... ... . ... .... .... ....... -- -- -- -- --- -- ...... ......... I ........ ---- --- --- --- ---------- + . ......... j-- kL­-.:­t o . .................. ....... --------- ........ . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + . . . . . . . . . . . . - - - - - - - - ........ . ........ ........ . . .. . . ----- ------ ------- ------- ------ ------ I+ . . .. . .. . . .. . . ................. ........ ------- --------- ....... -------- ------- - -- --- .............. ...... ....... .. . ....... ........ ... ... . ... ...... .. . ........ ....... . ...... --------------- ------- ----------- ----- -- -------- .. ....... L ------ -- - - - - - - - - -- - - - - - - - - - - --- --- -- --- - -------- ---- - ------- ........................ . . . .. . .. . . ... . ... ......... ........ ... :4: ..... ....... .......... ...... .... ............. .. . ...... -------- --- I...... . ...... ......... . ........ . ..... -------- ................ -------- - -------- .......... ................. ....... -------- -------- --- -- --- - -------- ........ - ------ II.... ........ ......... ..... ----- - ------ .............. ....... -------- -------- -------- ---- -------- --- ------ ------- . . .. ..... --- ---- --------- 1: L . ..... ....... ......... ....... _H0.Rl 4-40 ... ...... PLAN 1 40' SCALE IN FEET 0 80 120 160 LOCAL DEPRESSION DETAIL CASE NB" SCALE: 1 "= 1 O' ............... CONSTRUCTION NOTES '4 2,' 26+00 0 ......... (170 I= co ........... . 3 L ........... ............ b 0 ........... CT CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL (D V z COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). cn CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. (W=5') > U_ < af co LU Ld LL_ w LU of !2 M CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') r4 Lj O:z w 3 2 O."o Z It Of C> L) 58 CONSTRUCT CROSS GUTTER PER CITY STO. PLAN NO. 403, M Ld M I 0 LO c1l; Ln z M 00 r01% 0 C-) CN 0) CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY OF FONTANA STD. PLAN NO. 3003 + C*4 .4- c; IM 4: N U-) cr_ co LO to le INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND AND STOP BAR, w + + INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404. Go to OU C14 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN NO, 2000. TERRA VISTA DRIVE @ ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. SEE DWG. 4969, SHEET 3 OF 4 9 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 BENCH MARK: em iogu BASIS OF BEARINGS: 1.5 MI. N ALONG SIERRA AVE. FROM THE BEARING OF NOOIV43"W ALONG HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L. OF SIERRA AVE., AS SHOWN 19-20, T1N,R5W &CASIERRA, 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E & 55 FT. S OF PP f7O7O66H 50-59, 3 GALV. STEEL WITNESS POSTS, 5 FT. HIGI- WAS USED AS THE BASIS OF BEARING OUNICO" SIGN 7 FT. W OF MON. FOR THIS MAP. ELEVATION: 1739 . 006 ffi� DATE ENCR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER 'ME SUPERVISION OF- CITY OF FONTANA, CALIFORNIA 1z TREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 10 f(LAIDOLE 9302 KrrSBLF)GH AVE, SUrrr= 2W DRAWN BY: TRACT NO. 18820-1 SCALE. No. 36 37 c: 0 RANCHO CUCAJUONGA, CA. 917M GB/CB Oe ASSOCIATI S, IN( PHONe W9.4&W22 AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp* 06 30-14 1 ring fnu f I 16r Life FAx: qx�wmv) DESIGNED IBY- CONDOR AVENUE DATE: TIS�� vwA DRVE SEPT. 2012 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Cl I CHFCKED BY: A ,"OYF�p DRAWING NO. c 3 ZR7 �,A. lz�e, , !a STANDARDS IN EFFECT. V WENCIELLL I- _7 - TM/Wl 407 �_l REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 P/27/14 LWLI I IRS 1/27/14 FICE PW Fyp INEEIR R.C.E. 51152 DA - TE J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED 20131210\2014-03-27 Rev St Names\Street\Street-Rev St Names ShtO2.dwg, 3/27/2014 5:02:28 PM, dmartinez CD C14 OD C2 z CL LLJ LLj C14 IF ......... .... .......... .................. -------- ....... ..... ...... . ........ ........ . ......... I ... ....... . ....... ....... . ... .. . ..... . ...... ............. ....... ......... i................ ........ ......... .. .... ....... ...... L L . .. .. .. L . ... ...... .... 1.q+q949C'I CR V1.1 F---- -------- ---- -- -------- --- --- -------- -- -- --- � -- - - ---- ---- -------- --------- . ...... . . . . . .... . ........ .... . . ... .. .... ... . ... .... .... ....... -- -- -- -- --- -- ...... ......... I ........ ---- --- --- --- ---------- + . ......... j-- kL­-.:­t o . .................. ....... --------- ........ . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + . . . . . . . . . . . . - - - - - - - - ........ . ........ ........ . . .. . . ----- ------ ------- ------- ------ ------ I+ . . .. . .. . . .. . . ................. ........ ------- --------- ....... -------- ------- - -- --- .............. ...... ....... .. . ....... ........ ... ... . ... ...... .. . ........ ....... . ...... --------------- ------- ----------- ----- -- -------- .. ....... L ------ -- - - - - - - - - -- - - - - - - - - - - --- --- -- --- - -------- ---- - ------- ........................ . . . .. . .. . . ... . ... ......... ........ ... :4: ..... ....... .......... ...... .... ............. .. . ...... -------- --- I...... . ...... ......... . ........ . ..... -------- ................ -------- - -------- .......... ................. ....... -------- -------- --- -- --- - -------- ........ - ------ II.... ........ ......... ..... ----- - ------ .............. ....... -------- -------- -------- ---- -------- --- ------ ------- . . .. ..... --- ---- --------- 1: L . ..... ....... ......... ....... _H0.Rl 4-40 ... ...... PLAN 1 40' SCALE IN FEET 0 80 120 160 LOCAL DEPRESSION DETAIL CASE NB" SCALE: 1 "= 1 O' ............... CONSTRUCTION NOTES '4 2,' 26+00 0 ......... (170 I= co ........... . 3 L ........... ............ b 0 ........... CT CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL (D V z COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). cn CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. (W=5') > U_ < af co LU Ld LL_ w LU of !2 M CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') r4 Lj O:z w 3 2 O."o Z It Of C> L) 58 CONSTRUCT CROSS GUTTER PER CITY STO. PLAN NO. 403, M Ld M I 0 LO c1l; Ln z M 00 r01% 0 C-) CN 0) CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY OF FONTANA STD. PLAN NO. 3003 + C*4 .4- c; IM 4: N U-) cr_ co LO to le INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND AND STOP BAR, w + + INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404. Go to OU C14 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN NO, 2000. TERRA VISTA DRIVE @ ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. SEE DWG. 4969, SHEET 3 OF 4 9 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 BENCH MARK: em iogu BASIS OF BEARINGS: 1.5 MI. N ALONG SIERRA AVE. FROM THE BEARING OF NOOIV43"W ALONG HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L. OF SIERRA AVE., AS SHOWN 19-20, T1N,R5W &CASIERRA, 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E & 55 FT. S OF PP f7O7O66H 50-59, 3 GALV. STEEL WITNESS POSTS, 5 FT. HIGI- WAS USED AS THE BASIS OF BEARING OUNICO" SIGN 7 FT. W OF MON. FOR THIS MAP. ELEVATION: 1739 . 006 ffi� DATE ENCR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER 'ME SUPERVISION OF- CITY OF FONTANA, CALIFORNIA 1z TREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 10 f(LAIDOLE 9302 KrrSBLF)GH AVE, SUrrr= 2W DRAWN BY: TRACT NO. 18820-1 SCALE. No. 36 37 c: 0 RANCHO CUCAJUONGA, CA. 917M GB/CB Oe ASSOCIATI S, IN( PHONe W9.4&W22 AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp* 06 30-14 1 ring fnu f I 16r Life FAx: qx�wmv) DESIGNED IBY- CONDOR AVENUE DATE: TIS�� vwA DRVE SEPT. 2012 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Cl I CHFCKED BY: A ,"OYF�p DRAWING NO. c 3 ZR7 �,A. lz�e, , !a STANDARDS IN EFFECT. V WENCIELLL I- _7 - TM/Wl 407 �_l REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 P/27/14 LWLI I IRS 1/27/14 FICE PW Fyp INEEIR R.C.E. 51152 DA - TE J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED 20131210\2014-03-27 Rev St Names\Street\Street-Rev St Names ShtO2.dwg, 3/27/2014 5:02:28 PM, dmartinez CD C14 OD C2 z CL LLJ LLj C14 IF