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HomeMy WebLinkAbout3015-2SCALE: 1" = 40' 1 EXISTING <'D D' 58.92 (58.85') 4ATCH :XIST. F.S. 0.7+ 90'03'21 U z HEADER PROJECT GRIND (TYP.) w 12.57' fr' 10' PCC10' C7 0) PCC SIDEWALK ° B 2 22' SIDEWALK i J S i Cfl fi + R=6.25' L=5.80' TYP. > I w O - Sto 10+00.00 NUEVO AVENUE 7 ` o SCALE: 1" = 40' 1 50' Im l 18' N r\ r7 0 U + 7 ►- > co cn z Ln O + N 0 7p U CO LO co N > ? i PROPOSED SEWER CENTERLINE -- . PEW- RD . . =Sta 1 +00.00 ORANGE WAY W -4 777 A I I~ I L o Sta 1+47.19 ECR aI 0 0 0 a (58.78' TC) 58.36 FL PROPOSED NUEVO AVENUE SECTION 13+50.00 NOT TO SCALE Associated Engineers 3311 EAST. SHELBY STREET * ONTARIO, CALIFORNIA 91764 TEL.: (909) 980-1982 • FAX: (909) 941-0891 FILE: M:\\2000\00161\DWG\STREET\NUEVOSHT2.DWG BEGIN IMPROVEMENTS I MATCH EXISTING 1 1 LL. U m 0 N N + PROPOSED CENTERLINE OF CONSTRUCTION a 0'15'40 W 6 _ 13_ - - 14+5 1 15+00 5-1 2 $ =-- ---- - — Lx EXISTING <'D z• 58.92 (58.85') 4ATCH :XIST. F.S. 0.7+ 90'03'21 32' z HEADER PROJECT GRIND (TYP.) EXISTING 12.57' fr' 10' PCC10' C7 0) PCC SIDEWALK ° B 2 22' SIDEWALK 50' Im l 18' N r\ r7 0 U + 7 ►- > co cn z Ln O + N 0 7p U CO LO co N > ? i PROPOSED SEWER CENTERLINE -- . PEW- RD . . =Sta 1 +00.00 ORANGE WAY W -4 777 A I I~ I L o Sta 1+47.19 ECR aI 0 0 0 a (58.78' TC) 58.36 FL PROPOSED NUEVO AVENUE SECTION 13+50.00 NOT TO SCALE Associated Engineers 3311 EAST. SHELBY STREET * ONTARIO, CALIFORNIA 91764 TEL.: (909) 980-1982 • FAX: (909) 941-0891 FILE: M:\\2000\00161\DWG\STREET\NUEVOSHT2.DWG BEGIN IMPROVEMENTS I MATCH EXISTING 1 1 LL. U m 0 N N + PROPOSED CENTERLINE OF CONSTRUCTION a 0'15'40 W 6 _ 13_ - - 14+5 1 15+00 5-1 2 $ =-- ---- - — Lx EXISTING <'D HINGE POINT 58.92 (58.85') 4ATCH :XIST. F.S. 0.7+ 90'03'21 ___ 58.7 HEADER PROJECT GRIND (TYP.) EXISTING 12.57' CROSS FALL 50' Im l 18' N r\ r7 0 U + 7 ►- > co cn z Ln O + N 0 7p U CO LO co N > ? i PROPOSED SEWER CENTERLINE -- . PEW- RD . . =Sta 1 +00.00 ORANGE WAY W -4 777 A I I~ I L o Sta 1+47.19 ECR aI 0 0 0 a (58.78' TC) 58.36 FL PROPOSED NUEVO AVENUE SECTION 13+50.00 NOT TO SCALE Associated Engineers 3311 EAST. SHELBY STREET * ONTARIO, CALIFORNIA 91764 TEL.: (909) 980-1982 • FAX: (909) 941-0891 FILE: M:\\2000\00161\DWG\STREET\NUEVOSHT2.DWG BEGIN IMPROVEMENTS I MATCH EXISTING 1 1 LL. U m 0 N N + PROPOSED CENTERLINE OF CONSTRUCTION a 0'15'40 W 6 _ 13_ - - 14+5 1 15+00 5-1 2 $ =-- ---- - — Lx 0 0 nonr�nccn DICUT-(lF-wAv� L )ISTlNG'CU - � - 25, - - 56.31 TC 56.42 TC 56.80 TC 56.92 TC 55.81 fL -7CF 0"CF 56.42 FL 10' PCC 10'PCC — — — SIDEWALK - B 2 3, B SIDEWALK PLANTER R=6.25' R=6.25' L=5.80' TYP. 56.37 TC 56.78 TC 0"C F 0"C F 3 0 0 R L 25' 90'03'21 59.80 TC 59.90 TC 60.54 TC 60.47 TC 59.30 FL + 12.57' 59.97 FL 10' PCC10' C7 0) PCC SIDEWALK ° B 2 Ln SIDEWALK i J i R=6.25 R=6.25' L=5.80' TYP. cf) cf) + w 7 ` o - � - 25, - - 56.31 TC 56.42 TC 56.80 TC 56.92 TC 55.81 fL -7CF 0"CF 56.42 FL 10' PCC 10'PCC — — — SIDEWALK - B 2 3, B SIDEWALK PLANTER R=6.25' R=6.25' L=5.80' TYP. 56.37 TC 56.78 TC 0"C F 0"C F 3 5 Sta 11+79.59 DRIVEWAY W=25' SCALE: 1" = 20' CF 0' 5 Sto 13+94.03 DRIVEWAY W=25' Q UW Z D WZ 13 Q>IQ Sto 16+11.87 NUEVO AVENUE 50 16+00 Sta 20+00.00 VALENCIA AVENUE t \ I C Sto 20+47.82 ECR CONSTRUC END IMPROVEMENTS — - -- - I MATCH EXISTING PLACE 5 -INCH AC PAVEMENT OVER 12" NATIVE COMPACTED TO 95% (PAVEMENT SECTION IS PRELIMINARY, ULT'MATE SECTION -0 EE PROVIDED AFTER FINAL R -VALUES, SEE GENERAL NOTE Na 4) Q--- CONSTRUCT 8 -INCH PCC CURB and GUTTER PER THE CITY OF FONTANA STANDARD DETAIL No. 1003 TION ITEMS NOTE: ALL CURVE DATA AND DIMENSIONS TO CURB ARE AT FACE OF CURB UNLESS NOTED OTHERWISE CURVE DATA 0 0 R L 25' 90'03'21 59.80 TC 59.90 TC 60.54 TC 60.47 TC 59.30 FL 0"CF0"CF 12.57' 59.97 FL 10' PCC10' 89'57'19" 35.00' PCC SIDEWALK ° B 2 SIDEWALK PUNTER 3 :PLANTER R=6.25 R=6.25' L=5.80' TYP. 5 Sta 11+79.59 DRIVEWAY W=25' SCALE: 1" = 20' CF 0' 5 Sto 13+94.03 DRIVEWAY W=25' Q UW Z D WZ 13 Q>IQ Sto 16+11.87 NUEVO AVENUE 50 16+00 Sta 20+00.00 VALENCIA AVENUE t \ I C Sto 20+47.82 ECR CONSTRUC END IMPROVEMENTS — - -- - I MATCH EXISTING PLACE 5 -INCH AC PAVEMENT OVER 12" NATIVE COMPACTED TO 95% (PAVEMENT SECTION IS PRELIMINARY, ULT'MATE SECTION -0 EE PROVIDED AFTER FINAL R -VALUES, SEE GENERAL NOTE Na 4) Q--- CONSTRUCT 8 -INCH PCC CURB and GUTTER PER THE CITY OF FONTANA STANDARD DETAIL No. 1003 TION ITEMS NOTE: ALL CURVE DATA AND DIMENSIONS TO CURB ARE AT FACE OF CURB UNLESS NOTED OTHERWISE CURVE DATA 0 0 R L T 90'03'21 35.00' 55.01' 35.03' 0 90'00'00" 8.00' 12.57' 8.00' © 89'57'19" 35.00' 1 54.95' 34.97' CONSTRUCT CONCRETE RAMP CURB AT RETURN, PER THE CITY OF FONTANA STANDARD DETAIL No. 1006 CONSTRUCT CONCRETE SIDEWALK AND INSTALL JOINTS, PER THE CITY OF FONTANA STANDARD DETAIL No.1015 O5 -- CONSTRUCT CONCRETE DRIVE APPROACH, PER THE CITY OF FONTANA STANDARD DETAIL No. 102C MODIFIED PER DETAIL HEREON SAWCUT AND REMOVE EXISTING MATERIAL ALONG CLEAN, STRAIGHT EDGE O% -- INSTALL CITY OF FONTANA STANDARD STREET LIGHT ON MARBELITE POLE PER THE CITY OF FONTANA STANDARD DETAIL No. 1016 09 —' REMOVE EXISTING CURB & GUTTER and DRIVEWAY WHERE INDICATED 1O SEE ARCHITECTS PLAN FOR TREE REMOVAL 11 REMOVE EXISTING PCC SIDEWALK AND DRIVEWAY 12 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD DETAIL No.124 13 OVERLAY AC PAVEMENT AND MATCH TO SMOOTH FINISH m Ne. /s431 -/7/8 os as/o