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HomeMy WebLinkAbout5735-4TGT. NO. 1 STA. 24+29.00 �- FOOTHILL BLV FD. MONUMENT ELEV.= 1304.01' .1 J 24+00 AVE. N � I i I .� 0 p i 0' P 3( 0 ;O N .� FOR CURB CURB AND e GUTTERSIDEWALK IMPROVEMENTS SEE SHEETS 6'& 7 0191 011 21 !. ©1 I Lim* 3 1 I } I-- f W U o my,� -H o 00 DO a ,+I �0r > a jr 1+ d C) + Q U { Q G o 0) 0 '.:..\ ZN N ZZ w � FOR CURB AND GU' m w m,cn m cn w m IMPROVEMENTS SEE 2 1 26+00 I 27+00 �r 28+00 LO m i N 00 0 0; M o rn N E4 i f I M r HORZ: 1" = 40' VERL 1" 4' 29+00 30+00 31 +00 32+00 33+00 34+00 SURVEY CONTROL TABLE: TGT No. NORTHING EASTING BEARING DISTANCE i 1 5147.36 3733.37 1 0190-081-37 0190-081-40 I 0190-081-44 2 5151.59 5053.41 N89'48'590E 1320.05 ,¢- I (� INTERSECTION vy STA. 24+29.00 FOOTHILL BLVD. = DATE ST. STA. 10+00.00 Yoh=- ' 7- 771 — — - - 2 — — -0-- 2 T I 1 O 0 EXISTING CURB, GUTTER Q AND SIDEWALK 0 off L0 (z"c;— z"c 3 - -o PER LANDSCAPE I u T AND STRIPING PLAN ;. I IMPROVEMENTS w I TYP. pp EE . V — —tt;� J—.-.= - - —�=r= L � — —cE, — ,,n w)_:_ --- .. - --- _—= �9.- cY�cL__ -- ---- w - - - -- - - -- -- -- -- --R o CURB, GUI �® EXISTING CURB, GUTTER N IMPROVEM! AND SIDEWALK P cl I 0N o o 0190-051-11 10190-051-12 I 0190-051-13 I 0190-051-141 0190-051-15 I 0190-051-16 0190-051-17 0190-051-22 1 6, VAR!0191-061-15 w 0190 051-20N FOOTHILL BOULEVARD DAM SMEU CURVE/LINE TABLE ® DELTA/BEARING RADIUS LENGTH TANGENT 1 180'00'00" 2.00' 6.28' -- 2 N89'48'59"E -- 228.25' -- 3 9.28'41" 364.38' 60.28' 30.21' 4 9428'41" 364.38' 60.28' 30.21' 5 N89.48'59"E -- 560.75' -- 6 N89.48'59"E -- 861.96' -- 7 7.25'02" 364.38' 47.17' 23.62' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV r REVISION DESCRIPTION STREET IMPROVEMENT CONSTRUCTION NOTES: 01 CONSTRUCT 8" CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000. O CONSTRUCT 6.5" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' MINIMUM OF 95% COMPACTED NATIVE SUBGRADE. O3 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY DATE I ENGR. I CITY I DATE Na89984 Exp.9-30-18 TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ZING FAX (951) 680-0490 i R.C.E. No. 69984 9-30-18 STREET IMPROVEMENTS FOOTHILL BOULEVARD OLEANDER AVENUE TO 600' EAST OF CYPRESS AVENUE �� tlb 06 II J • 1B1jD'.®i6�i�itlV_Jl SC4,1WS096 .�' .a4®ZL¢� 1ID'a�i�dQ,{®.iY9fRPd4�� 1WMA to 0 tl tl. LEGEND: VI-7— PROPOSED ASPHALT CONCRETE — PROPOSED ASPHALT CONCRETE OVERLAY 0— PROPOSED CONCRETE TGT. NO. 2 STA. 37+49.05 GRAPHIC SCALE (IN FEET) 1 INCH = 40 FEET 0 SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED DRAM er: SAIt FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS® FORTH IN A DILIGENT MANNER, THE CITYAS ENGINEER MAY REQUIRE REVISIONS TO DEam BY: MEDIAN PLAN/PROFILE SHEET DATE THE PLANS TO BRING THEM INTO T]dR STA_. 24+7 00 STA. 34+00.00 SEP. 2018 CONFORMANCE WITH CONDITIONS AND CII£CKM BY: APPROVED . DAM WAP9NG Bo- 4 STANDARDS IN EFFECT. TMR g • /5r - 5735 CITY ENGINEER R r F_ u., Al ls9