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HomeMy WebLinkAbout3441-2ii �� { J I { r I I{ L- Li-- L. I jj a !, 85+21.88 CITRUS AVE. , 10+00.00 LOS CEDROS=x ------�PROP_R/W -- - -- -- -- -- -- b. ��� PROPi��W FUTURE CURB ; / EX. R/W I ` ; •� W-4 - --- ---- --- TEMP. SD f EX RAW �` f_ `SAS G G —� - G G G G REST .�EX.-G _ C _ \ / X. WATER' W ' W" n A/ VV vd \� d -EPS — — — — — — — FUTURE MEDIAN o \ / REQIAN Aw - - I — — — T _---� _P� -- - — — — — ,- PER DWG. N0. 32f ___ L1f�L 1525N — — — — — ~ - " —2 + _ — _ �r _ — - _}_PEB�WG._tVO._3247 — ___ — 85+00 _ _ — — — — - 80+00 N I - 1 1�0JLZ 82 00 I 83 Q� _ — — — 84+9C� =" — — i 86 00' 87 00 -$8 U- - 89 00 —9 Ofl ` / FUT. SEWER \ - _ �. _ _- ¢ ¢ d 8 7 TYP ` ` — f/ — -��� �- _ _ _t1i _ EX. ELEC. — - t_. _--_.-_. _ ,;� - _ A�Q _. . _ - S- _S 7 TYP _ - S S S o TYP S 4 T < E E —_ — —_ _E —s' �_a— - -- - - F t ;;..., s ,, __�_ � ,.�.�-mow —4 yy 0 Q LOT „A „ -- -- -- - -- - - - SIGHTSIGHT LINE �l p Wz 3 PROP. 8 f' S.D. v JIU IV)o o � PROP. RAW , m 1 1y I CN NSW +C-) ------------ o�' ±WWcc I A� I c- CONSTRUCTION NOTES O CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 951T. COMPACTED NA TI VE MA TRIAL (SEE GENERAL NOTES 31 & 32) 2O CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 3O CONSTRUCT 4" P.C.C. SIdEWALK PER CITY STD PLAN NO. 1015 4O ADJUST MANHOLE TO GRADE PER CITY STD. 109 O INSTALL 1-4" & 1-6" LANDSCAPE SLEEVES O INSTALL 22,000 LUMEN HPSV STREET LIGHT (200 WATT; #20) 30 FT. LUMINAIRE HEIGHT PER CITY STD. DWG. NO. 1016 AND APPROVED DWG. NO. 3247LT. O7 EXIST. POWER POLE TO BE REMOVED AND O.H. POWER LINES TO BE UNDERGROUND BY OTHERS O SAWCUT AND REMOVE EXISTING A. C. PAVEMENT 9O CONST. 8". AC BERM PER CITY STD. 136 WITH SAND BASE PER DETAIL HEREON VARIES 2 " AC CAP •------------------------TAP111PAI ------ CLEAN SAND 8 AC BERM WITH SAND BASE DETAIL NOT TO SCALE Q O REV. REVISION DESCRIPTION RECORD DRAWING TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q� � 1' I N�� Q- \1 LO 1 �oZW oZL. l �Wm r. �1 i, RECORD DRAWING LOS CEDROS �:� � � �f RECORD DRAWINGS INFORMATION COMPILED AND PER DWG. N0.3438 CITRUS A VENUE No. 36637 F�,RT, ONBASIS SHEET 2 OF 9 �% a► FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH j ® HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS �{ A RESULT THEREOF CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 89.5758" 35.00 54.96 34.98 C2 90'02'02" 35.00 55.00 35.02 BENCH MARK: #T 615 BASIS OF BEARINGS: 9'40 40" E ALONG THE RAILROAD SP/KE AT INTERSECTION OF SOUTH LINE OF SECTION 30, THE BEARING OR N 8 l(/` CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST, AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES 34 THROUGH 39 OF MAPS, WAS USED #� S THE BASIS OR BEARINGS FOR THIS MAP. ELEVATION: 1467.59 DATE Or J' 3 DATE PROP. R/Wt3 � 3 5' Prepared Under The Supervision Of : PREPARED IN THE OFFICE INC.y MADOLE AND ASSOCIATES, IN 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : S -/f -O CITY OF FONTANA, CALIFORNIA '(11 107 o i 00 (�Z)` r/ (Z) STREET IMPROVEMENT PLANS of 00 oi 00 DRAWN BY: MJG TRACT 16363 CI TRU AVENUE F 400'. OATH OF LOS CEDROS TO 530' N6R LOS CEDROS SCALE: - 1" 40' oLn 101 6 1001 DESIGNED BY: MJG DATE: NOV. 2003 r -103 104 102 � F\ ' 105 2 4:_, - RCE 65195 or, EXP. 9-30-05 1 c Q� � 1' I N�� Q- \1 LO 1 �oZW oZL. l �Wm r. �1 i, RECORD DRAWING LOS CEDROS �:� � � �f RECORD DRAWINGS INFORMATION COMPILED AND PER DWG. N0.3438 CITRUS A VENUE No. 36637 F�,RT, ONBASIS SHEET 2 OF 9 �% a► FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH j ® HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS �{ A RESULT THEREOF CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 89.5758" 35.00 54.96 34.98 C2 90'02'02" 35.00 55.00 35.02 BENCH MARK: #T 615 BASIS OF BEARINGS: 9'40 40" E ALONG THE RAILROAD SP/KE AT INTERSECTION OF SOUTH LINE OF SECTION 30, THE BEARING OR N 8 l(/` CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST, AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES 34 THROUGH 39 OF MAPS, WAS USED #� S THE BASIS OR BEARINGS FOR THIS MAP. �O cMo J:\685-1650\streets\CitrusstO2.dwg, 05/13/2004 01:43:07 PM, cc ELEVATION: 1467.59 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Q �� ae �c CI No, 65195 �° o f- `' * ,p Exp, 9-30-05 �Q 9TFclvILO�� OFCA�IF 1 Prepared Under The Supervision Of : PREPARED IN THE OFFICE INC.y MADOLE AND ASSOCIATES, IN 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : S -/f -O CITY OF FONTANA, CALIFORNIA '(11 107 STREET IMPROVEMENT PLANS DRAWN BY: MJG TRACT 16363 CI TRU AVENUE F 400'. OATH OF LOS CEDROS TO 530' N6R LOS CEDROS SCALE: - 1" 40' DESIGNED BY: MJG DATE: NOV. 2003 cH KED BY: MJG C* APPR D BY: ' r DRAWING NO.: 3441 2 .1 RCE 65195 or, EXP. 9-30-05 1 C TY ENGINEER R.C.E. 51152 DATE �O cMo J:\685-1650\streets\CitrusstO2.dwg, 05/13/2004 01:43:07 PM, cc