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HomeMy WebLinkAbout3624-16r X 386.22 LO N �i- la- V) n A/BEARING R NEE 5.2. 0 '] 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] F 12'40'07" 0.9 9s O © 07'08'03" � 12.016m [39.42] -0.350... ' 0 o -` �Op OF CU --- O U O O U O STD. PLAN NO. 1015, SIDEWALKS. W O O O p O O 00 O O O U F- 0 O U F- U F- 'IXO O U 0 �- CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON __ _ °' O n j J r 0o 00 W N W 0 + CO + Ln N N .�� IN � • . L a •-... .• i Lill i � L 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED � + i , , it ��Itb'llrrrllr��:;:."'�= n N co O 00 00 W W MEN mmm"_ 0 A/BEARING R NEE 5.2. 0 '] 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] F 12'40'07" 0.9 9s O © 07'08'03" � 12.016m [39.42] -0.350... ' 0 o -` �Op OF CU --- O U O O U O STD. PLAN NO. 1015, SIDEWALKS. W O O O p O O 00 O O O U F- 0 O U F- U F- 'IXO O U 0 �- CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON __ _ °' O n j J r 0o 00 W N W 0 + CO + Ln N N .�� IN � • . L a •-... .• i Lill i � L 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED � + i , , it ��Itb'llrrrllr��:;:."'�= n N co OOTA �..r.. t� W > 00 ro W K) CONCRETE APRON. 31 SAW CUT EXISTING PAVEMENT 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS O 00 00 W W MEN mmm"_ 0 X 3181,41 X 380.2> Undergrpund Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG A/BEARING R NEE 5.2. 0 '] 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] F 12'40'07" 0.9 9s O © 07'08'03" � 12.016m [39.42] -0.350... ' 0 o -` �Op OF CU --- O U O O U O STD. PLAN NO. 1015, SIDEWALKS. W O O O p O O 00 O O O U F- 0 O U F- U F- 'IXO O U 0 �- CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON __ _ °' O n j J r 0o 00 W N W 0 + CO + Ln N N , 000 IN 0 J L a O --J W to + d N r) 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED r7 W + '� .J oNo n N co OOTA (n > W > 00 ro W K) CONCRETE APRON. 31 SAW CUT EXISTING PAVEMENT 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS P V 44 �W --� S m W W h7 PVI -j W 5 H -1- (n �' Q _ 60 000 _ VC +00 F- �w 49 CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS LU STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. PVI L.-3 1.87 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER K==103.327 CALTRANS STANDARD PLAN NO. D78. CONNECTION TO BE DETERMINED IN THE FIELD, t 07% 0 96% � A.P.W.A STD PLAN NO. 332-1 HORIZ. 350 1:500m 02807, - - - - - - 76 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD. - v U � O PO n � rn IU- M FU- ~ ~ 0 F- LJ c00. 00 rn `- ri r -LQ _LN of co . m 0L0 dam- Lo U?l°) 00 N + Ln +Ln r + u7 + U c.i Cj N N�- N r7 00 't '- d 00 I' 00 00 r7 V 0o -q' M_j W W W FF_ i0 > > J U"'J F IU j W UHJ I4--IJU cnWW m m L,,1 m(nW mWW MOW OwWW ALONG THE CURB ALONG THE CURB 22.000m 2.419m 22.841 m 2.419m [7.94'] 4.422m [72.18'] [7.94'] [14.51] 60.000m VC CSD 15.850m S/0 CL PVI STA=43+00 PVI EL.=381.555 A.D.= K=103.627 STATE OF CALIF. HOLDER OF AN EASEMENT FOR STATE HIGHWAY 381.8gx PURPOSES PER DOCUMENT RECORDED 12-12-27 IN BOOK 304. , X 3181,41 X 380.2> Undergrpund Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG U.UUWM STA 44 - EL. 382. .D.=--0.6'9 00 O u') A/BEARING R NEE 5.2. 0 '] 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 0.9 9s O © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] ' 0 o 12.125m [39.78'] �Op OF CU B O rn O O Hto STD. PLAN NO. 1015, SIDEWALKS. + O p O O 00 N '- 0 O O O U F- 'IXO CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON O O U ~ MEN J r 0o 00 W N W 0 + CO + Ln N + ON) O IN N J 00 W n --J W to 00 d N r) 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED r7 W co O (V CV 00 d V)¢ r� W OOTA (n > W > U.UUWM STA 44 - EL. 382. .D.=--0.6'9 00 O u') A/BEARING R NEE 5.2. 0 '] 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 0.9 9s O © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] ' 0 o 12.125m [39.78'] �Op OF CU B O rn O O Hto STD. PLAN NO. 1015, SIDEWALKS. + O p O O 00 N '- 0 O ¢ 00 'IXO CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON + a MEN J r 0o 00 W N W 00 + N O 8iD STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.) N J 00 W n --J W to (tel r) 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED qt CV 00 d V)¢ r� W OOTA (n > W > CONCRETE APRON. 31 SAW CUT EXISTING PAVEMENT 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS P V 44 40 --� S m W STANDARD PLAN NO. A87. PVI EL. 382. 5 (n �' _ .D.= 0.62 49 CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN NO. D78. CONNECTION TO BE DETERMINED IN THE FIELD, t SCALE 55 CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER � A.P.W.A STD PLAN NO. 332-1 HORIZ. 1:500m ■ ERT. 1:50m 76 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD. U.UUWM STA 44 - EL. 382. .D.=--0.6'9 00 O u') A/BEARING R NEE 5.2. 0 '] 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 0.9 9s O © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] ' 0 o 12.125m [39.78'] �Op OF CU B O rn O O Hto STD. PLAN NO. 1015, SIDEWALKS. + O p O O 00 N '- 0 O ¢ 00 'IXO CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON + a N J r 0o 00 W N W 00 + N U.UUWM STA 44 - EL. 382. .D.=--0.6'9 00 O u') 383.63 44+00 X 38160 0 X 383.665 STATE OF CALIF. HOLDER OF AN EASEMENT FOR STATE HIGHWAY PURPOSES PER DOCUMENT RECORDED 12--28-28 IN ROOK 447 DATE 101 O 00 � co c~ W 45+00 r d- 1 O iE 00 N N DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 081 SBd 66 17.49/21.09 etric STREET CONSTRUCTION NOTES A/BEARING R NEE T ® ME 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 20.00m [65.62'] TYPE A2-200. 2.220m [7.28'] © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] OD N 83'03'48"E 12.125m [39.78'] OE CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA O O O Hto STD. PLAN NO. 1015, SIDEWALKS. r o0 O00 p O O 00 N '- 0 O •t 'IXO CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON + (p N J r 0o 00 W 383.63 44+00 X 38160 0 X 383.665 STATE OF CALIF. HOLDER OF AN EASEMENT FOR STATE HIGHWAY PURPOSES PER DOCUMENT RECORDED 12--28-28 IN ROOK 447 DATE 101 O 00 � co c~ W 45+00 r d- 1 O iE 00 N N DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 081 SBd 66 17.49/21.09 etric STREET CONSTRUCTION NOTES A/BEARING R L T ® 1a -CONSTRUCT CALTRANS STD. A87 CURB & GUTTER 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 20.00m [65.62'] TYPE A2-200. 2.220m [7.28'] © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] OD N 83'03'48"E 12.125m [39.78'] OE CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA O O O Hto STD. PLAN NO. 1015, SIDEWALKS. r o0 O00 p O O 00 N '- 0 O •t 'IXO CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON + (p N J r 0o 00 W O M+ 0 W 00 + N O 8iD STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.) N J 00 W n --J W to (tel r) 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED qt CV 00 d V)¢ r� W OOTA (n > W > CONCRETE APRON. 31 SAW CUT EXISTING PAVEMENT 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS P V 44 40 --� S m W STANDARD PLAN NO. A87. PVI EL. 382. 5 (n �' _ .D.= 0.62 383.63 44+00 X 38160 0 X 383.665 STATE OF CALIF. HOLDER OF AN EASEMENT FOR STATE HIGHWAY PURPOSES PER DOCUMENT RECORDED 12--28-28 IN ROOK 447 DATE 101 O 00 � co c~ W 45+00 r d- 1 O iE 00 N N DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 081 SBd 66 17.49/21.09 etric STREET CONSTRUCTION NOTES NOTE: SEE SHEET 16A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. CURVE DATA TABLE O A/BEARING R L T ® 1a -CONSTRUCT CALTRANS STD. A87 CURB & GUTTER 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 20.00m [65.62'] TYPE A2-200. 2.220m [7.28'] © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] OD N 83'03'48"E 12.125m [39.78'] OE CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA 3.743m [12.28'] STD. PLAN NO. 1015, SIDEWALKS. CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON SHEET 2. 8iD STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.) 10 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. 15 CONSTRUCT DRIVEWAY RAMP 18 REMOVE EXISTING PAVEMENT 23 CONSTRUCT 3.66m x 3.66m x 76mm DEPRESSED CONCRETE APRON. 31 SAW CUT EXISTING PAVEMENT 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS STANDARD PLAN NO. A87. 33 RELOCATE EXISTING SIGN. 35 CONSTRUCT 250mm [10"] FULL DEPTH AC OVER 95% COMPACTED NATIVE SUBGRADE. 49 CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN NO. D78. CONNECTION TO BE DETERMINED IN THE FIELD, SCALE 55 CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER A.P.W.A STD PLAN NO. 332-1 HORIZ. 1:500m ERT. 1:50m 76 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; SEE PROFILE FOR D LOAD. NOTE: SEE SHEET 16A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. CURVE DATA TABLE O A/BEARING R L T ® 6'5547" 20.00m [65.62] 2.419m [7.94] 1.211 m [3.97] © 12'40'07" 20.00m [65.62'] 4.422m [14.51'] 2.220m [7.28'] © 07'08'03" 96.500m [316.60'] 12.016m [39.42] 6.016m [19.74'] OD N 83'03'48"E 12.125m [39.78'] OE N 30'11'51" E 3.743m [12.28'] LEGEND 4" .DRIVEWAY RAMP 2 CONC. SIDEWALK M GRAPHIC SCALE ( IN METERS ) 2 3 C 10 0 5 10 20 30 40 50 x X 382.22 1 :500m <u NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL a 20 40 60 80 SCALE IS IN MILLIMETERS F ' 1 i + a EA 317900 QROFESS/pN 4,,J L14HaU & �' lel NICs �F,��OURTyocq��� CITY OF FOI�TANA, CALIFORNIA Civil Engineering •Planning :Surveying •Public Works Lou SCALE: m DRAWN BY STREET & DRAIN. IMPROVEMENTS - No.26229 A.N. 420 Exchange, Suite 100 -Irvine, CA 92602 .714/665-4500 * Exp.3/31/06 FOOTHILL BOULEVARD ROUTE 66 AS SHOWN PREPARED UNDER THE SUPERVISION OF: `rq ,OC10. o���P DESIGNED RD BY ti F cm -W CHECKED BY STA 42+50 TO STA. 45+00 DATE: E.M.R. MAY 2005 _�_� _OS JOB NO. APPROVED DR. NO. SHT. NO. DATE JOHN CURT HOGAN R.C,E. N0. 26229 DATE CITY ENGINEER RCE #51152 DATE 3624 16 of 44 99089-1234Im 2�