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HomeMy WebLinkAbout4812-1311+00 N r W W co W W 0 0 0 L!� 0 Tom W z J V SEE SHEET 6 FOR DEMOLITION PLAN SEE SHEET 16 FOR CROSS—SECTIONS 77 4 -�- _ ----- -- -- --- - ----- — - — I I 'Y—• --_I t _Y — , - t In _ __. _ _ c --# }--•-�-�������-1-•ts- ___7------T---�- _i---- �J•i---;--�— I'_ �---i--i------ �_—y---i--i--�•---*---i--i- -'--I--_s— i � C J ter— 1 r-" `^'•""'" "5'...' '.-_'"` - 'v •--t--_ .�,Y ^'� =o,..._..I-....•......>...�i moi.. .,,�,:.,...-..-f._. •..J.. r --_-- BASIS OF BEARING BENCHMARK THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.) 12433, P.M.B. 165/35-36 0. R. 586 114 0.951 438 1140.418 12+00 73+00 PARKING STRUCTURE a A A r\%k /A A ■ .•. .. ,�m... ■ PM _DIC.��E TOLL FREE ""Immm"'1-800-227-2600 I da J ADDED NOTE FOR CONCRETE CROSSWALK A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I REV. I REVISION DESCRIPTION m>� 14+00 r a - =f � _I r - .. 3 .. - Y - - - r - - f - x f- 0 T z f - — --- - ---- I--^' — 15+00 ENGINEER: m ■ ■ ■ CONSULTING SHOULD CONSTRUCTION OF THE REQUIRED Q�pVESSIO,y9l IMPROVEMENTS NOT COMMENCE WITHIN TWO �� S C. c�A Fye YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w 40 1/01/11 TCCCITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp 3-31-2013 � PLANS TO BRING THEM INTO CONFORMANCE WITH sl CIVIL 3/10/10 TCC •ll9lFOF CA���° DATE ENGR. CITY DATE STANDARDS IN EFFECT. - - r T i--- _J LINE/CURVE DATA TABLE L ® BEARING/DELTA RADIUS LENGTH TANGENT 1 N89019'33'E -- 2.47' -- 2 12°01'48" 235.00' 49.34' 24.76' 3 11'57'13" 235.00' 49.03' 24.60' 4 N89024'08"E -- 170.00' -- 5 90007'42" 35.00' 55.06' 35.08' PARKING STRUCTURE a A A r\%k /A A ■ .•. .. ,�m... ■ PM _DIC.��E TOLL FREE ""Immm"'1-800-227-2600 I da J ADDED NOTE FOR CONCRETE CROSSWALK A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I REV. I REVISION DESCRIPTION m>� 14+00 r a - =f � _I r - .. 3 .. - Y - - - r - - f - x f- 0 T z f - — --- - ---- I--^' — 15+00 ENGINEER: m ■ ■ ■ CONSULTING SHOULD CONSTRUCTION OF THE REQUIRED Q�pVESSIO,y9l IMPROVEMENTS NOT COMMENCE WITHIN TWO �� S C. c�A Fye YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w 40 1/01/11 TCCCITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp 3-31-2013 � PLANS TO BRING THEM INTO CONFORMANCE WITH sl CIVIL 3/10/10 TCC •ll9lFOF CA���° DATE ENGR. CITY DATE STANDARDS IN EFFECT. - - r T i--- _J t— L� ~ L W ~ �" Li !U -' U N04 � N� N �. d- SONO N MM CD 00 1,,- �n cv Mtn �rj nM 6" CURB, GUTTER, & 17 � (JI - SIDEWALK PER CITY OF w I s CCOU �U OU.m 000 0 L'• pU' a + _ rU _ U U - r CfD u) (0 000�- Q) 5, 5' 8' rr 6' N(o ,NcO 5 LOCAL DEPRESSION DETAIL — CB #4 1138.91 TC FL C 1139.39 TC V SCALE: 1" = 10' 11 1140.10 FS oCF 1,1139. 58 TC 1''39.08 FL I CURB RETURN ACCESS RAMP DETAIL SCALE: 1" = 10' FUTURE 36' R/W 30' 6' EXISTING PROPOSED t6 ±12' ±12' 211 4' U f1� U) x PROF/LE SCALE., HOR/Z 1"-20' VERT: P"41 EX. LANDSCAPED SLOPE PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Prepared Under The Supervision Of DRAWN BY: JM DESIGNED BY: �^ XP Date CHECKED BY: THOMAS C. CARMODY R.C.E. 40565 DK 0 U SCALE: 1"=20' V) OWNER: z 0 J Kaiser Permanente i o National Facilities Services z INWA PER Post Office Box 12916 Q MMEWE* Oakland, California 94604 0 0 CITY OF FCALIFORNIA I --,'Ln STREET IMPROVEMENT PLAN Ln MARYGOLD AVENUE SCALE: AS SHOWN PLAN & PROFILE DATE: Q 10/12/09 Q PP ED B DATER- 7- DRAWING NO.: 3 j CITY ENGINEER R.C.E. 51152 4812 2 N cv 6" CURB, GUTTER, & 17 � (JI SIDEWALK PER CITY OF w I FONTANA STANDARDS =VENUE � MARYGOLD A TYPICAL SECTION w 3�: W SCALE: H: 1 " = 10' " oz W V: 1 = 2' ' STREET CONSTRUCTION NOTES 0 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0: 1000 2 4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH PER o PLAN c~—n + © CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.PLAN 0 Ln NO. 1003, LENGTH PER PLAN. r 10 SAWCUT ASPHALT PAVEMENT, CURB AND GUTTER, OR PCC FLATWORK W 12 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, U Ln Ln Z CASE A w J 14 JOIN EXISTING IMPROVEMENTS � 17 INSTALL 4.5" MIN. AC OVER 12" MINIMUM 95% COMPACTED NATIVE SUBGRADE '�- 0 V 22 COLD MILL 1" OF EXISTING AC CONCRETE PER SECTION 302-5.2 SSPWC. SPRAYCn WITH TACK COAT PER SECTION 302-5.4 SSPWC. OVERLAY WITH AC, THICKNESS �-- BETWEEN 1" AND 4" w RELOCATE STREET LIGHT PER SCE PLANS 60 PROTECT IN PLACE U 0 6 61 DEMOLISH AND REMOVE z 20 0 20 40 60 0 PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Prepared Under The Supervision Of DRAWN BY: JM DESIGNED BY: �^ XP Date CHECKED BY: THOMAS C. CARMODY R.C.E. 40565 DK 0 U SCALE: 1"=20' V) OWNER: z 0 J Kaiser Permanente i o National Facilities Services z INWA PER Post Office Box 12916 Q MMEWE* Oakland, California 94604 0 0 CITY OF FCALIFORNIA I --,'Ln STREET IMPROVEMENT PLAN Ln MARYGOLD AVENUE SCALE: AS SHOWN PLAN & PROFILE DATE: Q 10/12/09 Q PP ED B DATER- 7- DRAWING NO.: 3 j CITY ENGINEER R.C.E. 51152 4812 2