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Home My WebLink About5588-3ao An 0 Zm 13 14 - SCALE: 1" =30' BENCHMARK: 15 PROFILE SCALE HORIZ.- 1" =30' VERT. - 1" =3' 16 17 rn rn co M co a m \ `� EXIST C&G _ EXIS�ct&G — — %'0�4 15 16 S0`� .-L. ,0 — — 15 17 15 � 4 2 � °°051'EXIST C&G \ o EXtST S&G t15 - O- EX1�T �QNCRkZ �tt�EwALK EEX IST CLF — Jl I ��J: I II x r +> M (o U 04 ' II w O' w o o w W 0 w LLJ ( w W W �. Q� I� r• .- M ao - �S `I r N ci �,° oo —rL x , EC 17+48.51 co LicMo OF W 00 W N �` � W +m�l+Z+m+m / M M M — M ® II J GRAPHIC SCALE 1"=30' V - _ - _---P6=_ _- =--_- - SEE SHEET 2 0 30 60 90 FIELD SURVEY RECORD BOOK 4015 PAGE 979 SET DRIVE PIN AND S.B. CO. SUR. TAG IN CONC. FOOTING AT N/W COR. 6' CLF S/E COR POPLAR AVE AND S.P.R.R., 1' f NO. AND 4t OF P.P. 1389176E. ELEVATION 1063.219 BASIS OF BEARINGS: THE N89'46'5r E- ALONG CENTERLINE OF BOYLE AVENUE PARCEL MAP 11177 BOOK 124-35, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY. iva 19 WILY R/W 2:1 MAX SLOPE EXIST SIDEWALK CL ELM AVE E/LY R/W (12') (18') (18') (12') (4') (10.5') ( (10.5') (4') 2�)29: -2% &VAR _ -290 &VAR 2� r 2% : 2:1 MAX — -- — — — SLOPE EXISTING AC PAV'T EXIST SIDEWALK EXISTING CURB & GUTTER EXIST CURB & GUTTER TYP I CAL S ECTI 0 N NOT TO SCALE CONSTRUCTION NOTES: (DCONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DGW NO. 1000. (DCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. DWG. NO. 1002. O CONSTRUCT 4' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. O REMOVE EXISTING CHAIN LINK FENCE (DREMOVE AND DISPOSE OF EXISTING AC PAVEMENT. G SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. G SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. G CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2, TYPE 2 INLET. LEGEND: AC =ASPHALT CONCRETE BEG =BEGIN BK = BACK BW =BACK OF WALK CdcG =CURB & GUTTER C.L. =CENTER UNE EXIST = EXISTING FG = FINISH GRAGE FL =FLOW UNE FS = FINISH SURFACE MIN =MINIMUM OM =OBJECT MARKER RT =RIGHT STA =STATION S/W = SIDEWWALK TC =TOP OF CURB TD = TOP OF DIKE TB =TOP OF BERM REMOVE EXIST AC PAVEMENT O PROPOSED AC PAVEMENT CONCRETE -o- WV = WATER VALVE WM =WATER METER FH = FIRE HYDRANT ASP16-000002 Q O 17"R -_ - TWO WORKING DAYS BEFORE D _- YOU DIG I TOLL FREE - 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAYREDLANDS, REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Q�c�sray� �4y �. 52799 -9j� CIVIL �� CF CALF `'- - -I— STREET IMPROVEME NT PLAN EXIST GIRD 10 L FLM DRAWN BY: WCH10407 ELM AVENUE A.P.N. 0237-043-04BEFOR PLAN &PROFILE �� DETAILS SCALL 1 =30DIAL- DESIGNED BY: WCH DATEYOU 6/4/2017 ECKED BY: MSS APPR D BY: �•.3 DRAWING NO.: 5588 3 4 �� ENGR Cl1Y �� MOHAMMAD SIDDIQUI DATE: C ENGINEER R.C.E. 51152 DATE U n 0 r- Q %) rn � 4 , XX co c w 13 14 - SCALE: 1" =30' BENCHMARK: 15 PROFILE SCALE HORIZ.- 1" =30' VERT. - 1" =3' 16 17 rn rn co M co a m \ `� EXIST C&G _ EXIS�ct&G — — %'0�4 15 16 S0`� .-L. ,0 — — 15 17 15 � 4 2 � °°051'EXIST C&G \ o EXtST S&G t15 - O- EX1�T �QNCRkZ �tt�EwALK EEX IST CLF — Jl I ��J: I II x r +> M (o U 04 ' II w O' w o o w W 0 w LLJ ( w W W �. Q� I� r• .- M ao - �S `I r N ci �,° oo —rL x , EC 17+48.51 co LicMo OF W 00 W N �` � W +m�l+Z+m+m / M M M — M ® II J GRAPHIC SCALE 1"=30' V - _ - _---P6=_ _- =--_- - SEE SHEET 2 0 30 60 90 FIELD SURVEY RECORD BOOK 4015 PAGE 979 SET DRIVE PIN AND S.B. CO. SUR. TAG IN CONC. FOOTING AT N/W COR. 6' CLF S/E COR POPLAR AVE AND S.P.R.R., 1' f NO. AND 4t OF P.P. 1389176E. ELEVATION 1063.219 BASIS OF BEARINGS: THE N89'46'5r E- ALONG CENTERLINE OF BOYLE AVENUE PARCEL MAP 11177 BOOK 124-35, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY. iva 19 WILY R/W 2:1 MAX SLOPE EXIST SIDEWALK CL ELM AVE E/LY R/W (12') (18') (18') (12') (4') (10.5') ( (10.5') (4') 2�)29: -2% &VAR _ -290 &VAR 2� r 2% : 2:1 MAX — -- — — — SLOPE EXISTING AC PAV'T EXIST SIDEWALK EXISTING CURB & GUTTER EXIST CURB & GUTTER TYP I CAL S ECTI 0 N NOT TO SCALE CONSTRUCTION NOTES: (DCONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DGW NO. 1000. (DCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. DWG. NO. 1002. O CONSTRUCT 4' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. O REMOVE EXISTING CHAIN LINK FENCE (DREMOVE AND DISPOSE OF EXISTING AC PAVEMENT. G SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. G SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. G CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD PLAN 151-2, TYPE 2 INLET. LEGEND: AC =ASPHALT CONCRETE BEG =BEGIN BK = BACK BW =BACK OF WALK CdcG =CURB & GUTTER C.L. =CENTER UNE EXIST = EXISTING FG = FINISH GRAGE FL =FLOW UNE FS = FINISH SURFACE MIN =MINIMUM OM =OBJECT MARKER RT =RIGHT STA =STATION S/W = SIDEWWALK TC =TOP OF CURB TD = TOP OF DIKE TB =TOP OF BERM REMOVE EXIST AC PAVEMENT O PROPOSED AC PAVEMENT CONCRETE -o- WV = WATER VALVE WM =WATER METER FH = FIRE HYDRANT ASP16-000002 Q O 17"R -_ - TWO WORKING DAYS BEFORE D _- YOU DIG I TOLL FREE - 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAYREDLANDS, REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Q�c�sray� �4y �. 52799 -9j� CIVIL �� CF CALF PREPARED UNDER THE SUPERVISION OF : INLAND ENGINEERS & ASSOCIATES P.O. BOX 5485 CA 92517 (951) 907-9786 , t ZL� CITY 0 F FO NTANA, CALIFORNIA STREET IMPROVEME NT PLAN DRAWN BY: WCH10407 ELM AVENUE A.P.N. 0237-043-04BEFOR PLAN &PROFILE �� DETAILS SCALL 1 =30DIAL- DESIGNED BY: WCH DATEYOU 6/4/2017 ECKED BY: MSS APPR D BY: �•.3 DRAWING NO.: 5588 3 4 �� ENGR Cl1Y �� MOHAMMAD SIDDIQUI DATE: C ENGINEER R.C.E. 51152 DATE