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Home My WebLink About4312-15126+ EIev 78. 10' CURB RETURN 78. 10' CURB RETURN 0 A O 128+44.91 BCR E I eV 920. 77 PVI 130+21.79 plimv Q91 97 74 74 74 0.51% _ �*---- _ /N L l4 ..._.. t __..T _.... N M - Inn_nn�`-,;u No o iT I _ .. mil - ! 920 I I L 200.00' I EVC 120+59.20 PVI 1 19+59. 20 BVC 118+59.20 E I ev 915.55 • 'Elev 916. Q5- ------------ - - --- __ - I ev 915.56---- 911.15 - - - 9'1 5 __ - - o v v ro in U7 I • . . i - } I 1 � ' I rn L 200. 00' rn rn 1 19 120 11ZI NOTE: FOR INTERSECTION - SEE TABLES FOR EXISTING FENCE, DETAILS SEE SHEET 36 GATE, MAIL BOX AND TREE REMOVAL 236-161-16 SHEETS 47-51 236-161-18 PROPOSED RIW EXISTING R/W ---� O r �Q F- H- Wcl) LU Z ' Cl) W W J c/) _ 0 a CONSTRUCTION NOTES 1�b-511-6U 122 W Q 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF 0 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora-filsrv01 \us tnproj\200093\003\project-draw ings\Layou ts\200093eO7.dgn 35 RELOCATE EXISTING WATER VALVE (BY OTHERS) 'Do 70 Aic� REV. REVISION DESCRIPTION now O TOLL FREE -qqmmO'"' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/5/2007 0 ro N 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 37 LOCATE EXISTING MAIL BOX 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN 43 RELOCATE 2 -WIRE CATHODIC TEST STATION (CPTS) PER IEUA DETAIL 44 RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF VALVE PIPING AND APPURTENANCES PER IEUA DETAIL DATE I ENGR. I CITY I DATE 7:30:23 PM DFLTUSER ?36-161-13 10zl.umm wl�i r_i FOR INTERSECTION DETAILS SEE SHEET 36 - j - - - EX I ST I NG R/W NLUUNJ I KUU I I UN No. DCONSTRUCT R 61/21AC OVER 4" CMB T FONTANA STD. NU. 1000 CONSTRUCT 8" CURB PER CITY OF FONTANA 89° 29' 36" 5 CONSTRUCT PLAN 140-2 MEDIAN TAPER PER SPPWC STD.O 22 23 O STD. NO. 1000 CONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 50. 0' O9 RELOCATE TELEPHONE CABINET BY OTHERS 89° 29' 34" ADJUST WATER VALVE TO GRADE PER CITY OF 78. 10' 49. 56' 0 90030'24" 26 FONTANA STD. N0. 6000 50. 44' 12 CONSTRUCT FONTANA STD. 4" PCC SIDEWALK PER CITY OF N0. 1006 27 O ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 © 14 CONSTRUCT SIDEWALK RESIDENTIAL DRIVEWAY WITH PARKWAY PER CITY OF FONTANA STD. NO. 1002 31 O CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE LANDSCAPE PLANS 16 SHT I OF CONSTRUCT WITH PARKWAY 2 (MODIFIED) COMMERCIAL AND INDUSTRIAL DRIVEWAY SIDEWALK PER CITY OF FONTANA 32 34 POWER POLE TO BE RELOCATED (BY OTHERS) RELOCATE EXISTING WATER METER (BY OTHERS) STD. NO. 1002 SHT 2 OF 2 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora-filsrv01 \us tnproj\200093\003\project-draw ings\Layou ts\200093eO7.dgn 35 RELOCATE EXISTING WATER VALVE (BY OTHERS) 'Do 70 Aic� REV. REVISION DESCRIPTION now O TOLL FREE -qqmmO'"' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/5/2007 0 ro N 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 37 LOCATE EXISTING MAIL BOX 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN 43 RELOCATE 2 -WIRE CATHODIC TEST STATION (CPTS) PER IEUA DETAIL 44 RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF VALVE PIPING AND APPURTENANCES PER IEUA DETAIL DATE I ENGR. I CITY I DATE 7:30:23 PM DFLTUSER ?36-161-13 10zl.umm wl�i r_i FOR INTERSECTION DETAILS SEE SHEET 36 - j - - - EX I ST I NG R/W NLUUNJ I KUU I I UN No. A R L T ® 89° 29' 36" 50. 0' 78. 10' 49. 56' �g 90030'24" 50. 0' 78. 98' 50. 44' © 89° 29' 34" 50. 0' 78. 10' 49. 56' 0 90030'24" 50.01 78. 98' 50. 44' O5 1800 00' 00" 2. 00' 6. 28' N/A © 1800 00' 00" 2. 00' 6. 28' N/A 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. 9 >U Q O O ch r M J W Z W a j 236-421-08 132' $3' 1 165' .; REMOVAL NOTES 0 40 REMOVE EXISTING AC PAVEMENT 41 REMOVE EXISTING SIDEWALK 42 REMOVE EXISTING CURB 43 REMOVE EXISTING CURB & GUTTER SCALE IN FEET 44 REMOVE EXISTING DRIVEWAY p 40 80 120 o 1 •`4�FJURUPAAVENUE STREET IMPROVEMENTS y, KIM DRAWN BY: w , C 57374 A MM LAYOUT PLAN SCALE. DESIGNED BY: DATE: o + Exp. 12-31-09 VIL 9 , KRW STA 118+40 TO STA 130+40 12/5/2 07 'TF 0 F C P -f CHECKED BY: APPROVED BY: r DRAWING NO.: ;/47 Date :12/5/07 TK F- rL � �'`'� 4312 CITY ENGINEER R.C.E. 51152 DATE: Prepared Under The 5upery i s i on Df CITY OF FONTANA, CALIFORNIA �'FESSi0 o 1 •`4�FJURUPAAVENUE STREET IMPROVEMENTS y, KIM DRAWN BY: w , C 57374 A MM LAYOUT PLAN SCALE. DESIGNED BY: DATE: o + Exp. 12-31-09 VIL 9 , KRW STA 118+40 TO STA 130+40 12/5/2 07 'TF 0 F C P -f CHECKED BY: APPROVED BY: r DRAWING NO.: ;/47 Date :12/5/07 TK F- rL � �'`'� 4312 CITY ENGINEER R.C.E. 51152 DATE: