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HomeMy WebLinkAbout4312-24 (2)I ' i R I i� - I t , f i i f i i i - t t i i - , ; 990;--- PROF 0 - -- ft -w j ! i , ! I ! If}j 1 t I ! 9901--� W i W PROPOSED LArR ! A `I Tr x W'z 0 2' 4' S/ cc _ H' .............................. C6 OD J. I 228 CONS:SON NOTES Cl CC}NSTRUG 6l/;> -)VER 411 CMB 0 CONSTRUCT MED APER PER SPPWC STD. PLAN 140-2 'UR NID EX ':STING PAVEMENT AND PLACE 2" OVERLAY t:;R;ND EXISTING 2 s PAVEMENT AND PLACE 2" OVERLAY th N H � W F- W Cc W WZ_ WJ 0Z N 1931-81 193-561-50 i • , - - 7. ` i F a � I I i f { t - I - I 1 jj f t ! ! ! ! i I F ! 4 1 - i i i ! I _ i n x k E j _ _. - t /4 4 4 7�iLi } { p 1 i ttt): , -- _. _... i X98 ...... - r 1. - _� v n 04 cu RETu�N OD 0+Pr) CD --. fO 9J0 I N a� 7,4 7'4 T4 EXti ST G cv oQ ? GROUND ;00-9— a -- "n ,� -- — 99 i" p! 15 nl Q ' m o' � g r 5. T cy: i —_ i— acv � .:. , i to 01 UJI i + N cri_ - f , ...: = N � -'--.� 993 990 -cft PROPOSE - 3s ...._..998 i - [ _- -- _ _.: 1 - . _ PP'?P MEDIAN NTC ME A "` 0 9996 _� ----"� " c ! 45ED/ 40 : —.1990 995 o---------- EXISTING H• --rt 995 EXISTING • _ 10 m _ _ - - --� ar _ 1 GROUND .........:... _co ' `— - co � --' 'd• � - � X i ST 1 NG �' NOTE: SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 1["'I CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 IQ CONSTRUl T RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 �2 JNSTRL'.' T 816 CURB PER CITY OF FONTANA STD. NO. 1000 23 NSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. N0, 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 fdsrvOl\ustnpr o j\200093\003\projest_drawings\layou ts\200093el6.dgn 'Vill DIAL YOU DIG A PUBJC SERVICE 13Y 12/4/2007 193--411-01 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) i34� RELOCATE EXISTING WATER METER (BY OTHERS) RECORD DRAWING 46:36 PM DFLTUSER slam Samm FOR INTERSECTION DETAILS SEE SHEET 40 -- .. I M I TS OF PAVEMENT RECONS , `;UCT I ON 193-561-05 POPLAR AVENUE 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 31-3-1, CASE E, H ^ 2" ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN 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. ._20' _BAY TAPER I5 CURVE DATA No. © R L T 49 GRCKJND 50.00' 77. 84' 49.301 0 90' 48'09" 50. 00' as 50.711 `8 00' 00' 0011 2, 00' 6.28' N/A 180' 00' 0011 2, 00` ! 100% - . �.:_-_� —"_h _..._. � - -- --.y. ..;_.. = _... _ _ i __ •_, _ -r I .: ----..•r 994 I 40 CF) : 4 ! . 1 2321 233: 1- 1 234• ! _ .235 '236 237 _ NOTE: SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 1["'I CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 IQ CONSTRUl T RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 �2 JNSTRL'.' T 816 CURB PER CITY OF FONTANA STD. NO. 1000 23 NSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. N0, 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 fdsrvOl\ustnpr o j\200093\003\projest_drawings\layou ts\200093el6.dgn 'Vill DIAL YOU DIG A PUBJC SERVICE 13Y 12/4/2007 193--411-01 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) i34� RELOCATE EXISTING WATER METER (BY OTHERS) RECORD DRAWING 46:36 PM DFLTUSER slam Samm FOR INTERSECTION DETAILS SEE SHEET 40 -- .. I M I TS OF PAVEMENT RECONS , `;UCT I ON 193-561-05 POPLAR AVENUE 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 31-3-1, CASE E, H ^ 2" ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN 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. ._20' _BAY TAPER I5 CURVE DATA No. © R L T 49 89` 1 1'35" 50.00' 77. 84' 49.301 0 90' 48'09" 50. 00' 79. 24' 50.711 `8 00' 00' 0011 2, 00' 6.28' N/A 180' 00' 0011 2, 00` 6.28' 1 N/A Prepv'ed under me sAwrylsron 4f i ggpFESSlOh 4� . 6,F� rFd- X T A 0 VOL Date E 1215/07 l K ,38 d MEDIAN _TAPER 1 5 1 i • �- a �-otst--� u 193-M-1 2 N a2 REMOVAL NOTES 40 REMOVE EX I ST I NG PAVEME 4T 42 REMOVE EXISTING CURB ORECOAD DRAWING SCALE IN FEET —998 995 ASE 40' I - 4' 0 40 80 120 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS wilm r MM - LAYOUT PLAN 1 "= 40' cEsm KRW POPLAR AVE TO 238+Q 10/18/2 OOT OEM'24 TK Fist.. f ��- �.� �A�-�"S 87oma Oa: --- -_ -- - - - ----- _. 4312