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Home My WebLink About5539-200I421 NOTES O1 — CONSTRUCT 6" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL PER CITY STD. PLAN NO. 400 (SEE GENERAL NOTE 31 & 32 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 3 CONSTRUCT 9500 LUMEN HPSV (100 WATT; 110) PER STREET LIGHT PLAN 4 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 5 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN HERE ON 6 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000 7 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' 8 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (AS SHOWN ON CASE "C" DETAIL SHEET 2) 9 CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=VARIES 10 INSTALL K -RAIL 11 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 3001 (SIZE 1) N N 6i O 0 p � CN 0 0 s - DIAL TWO WORKING BEFORE DAYS BEFORE 14 YOU DIG YOU DIG a TOLL FREE i-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � a REV. REVISION DESCRIPTION AC PAVEMENT OVERLAY (MIN. 0.10' THICKNESS) PROPOSED 1' AC PAVEMENT,. uw 1 SAWCUT AND REMOVE - EXISTING AC PAVEMENT DATE I ENGR.I DATE I CITY 5' _ _....�..�.��.,///..%//////�/A/I //// /oi/• / � ,...•. -aT-Mrs C14Ift, CITY OF FONTANA 0------ ��Crfy LIMIT LINE—' �1 AMINO �r' l EXISTING POWER POLE TO EXISTING STREET LIGHT PER BE RELOCATED BY OTHERS SEPERATE PLAN & PERMIT I },9 a =1 m 0.10' MIN. -GRIND EXIST. '� EXISTING AC PAVEMENT AC PAVEMENT (MIN. 0.10 THICKNESS) TYPICAL PAVEMENT ON DETAIL NOT TO SCALE SHOULD CONSTRUCTION OF 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 COUNTY OF SAN BERNARDINO MID VALLEY INDFlLL MANGO AVENUE Prepared For: TRAMMELL CROW 3501 JAMBOREE ROAD, SUITE 230 NEWPORT BEACH, CA 92660 (949) 477-4700 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 5, GRID BEARING BETWEEN STATIONS AND "21262" AS SAID STATIONS ARE PUBLISHED BY THE COUNTY OF RIVERSIDE, I.E. NO6'36'00 BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF FONTANA BENCHMARK NUMBER 357 BEING A GLO CORNER AT THE INTERSECTION OF CITRUS AVENUE AND BASELINE AVENUE. ADJUSTED BEV/ATK)k 139500 K -RAIL CASE 'C ; W=21, VlQ9' LOCAL DEPRESSION DETAIL STA 28+50.40 NTS Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-181 Fax (909) 356rr-1795 lyffef`� -1 Aaym 1. Agard, C.E. 360 2 Data (expires 6/30/2018) Q�OFESS/ON No. 36052 m Exp. 6/30/18 -�v CIV1x- ATF OF CAL�F� CURVE & UNE TABLE RADIUS DELTA LENGTH TANGENT A 872.00' 06'33'00" 99.69' 48.64' B 828.00' 06'1 94.13' 47.12' (IH FIST 1 IIVQi = 40 FT. J CITY OF FONTANA CALIFORNIA STREET IMROVEMENT PLAN DRAWN BY: SCALE: MANGO AVENUE AS NOTED DESIGNED BY: WIDENING PLANS STA 24+67.69 - STA 34+6723 DATE: March, 2017 CHECKED BY: ED BY: DRAWING NO.: 112 DATE: ► ' l 5539 CITY TE1I R R.C.E. 51152 FILENAME:I:\Trammell Crow\DWG's\FINAL DESIGN\Street Plans\MANGO AVENUE - ST02.dwg .... .................... .... i ----------------- T 5 6 EXISTING STREET LIGHT PER EXISTING 8" SEWER ON CE PER CITY o oCd 4m EXISTING GUY WIRE SEPERATE PLAN & PERMIT OF FONTANA DRAWING NO.5161 co + PROTECT IN PLACE mm ,�gg 1310-221-42 co A.7-29. s ll 2-0cli d sa ad i7 e O`" - 11 00I421 NOTES O1 — CONSTRUCT 6" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL PER CITY STD. PLAN NO. 400 (SEE GENERAL NOTE 31 & 32 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 3 CONSTRUCT 9500 LUMEN HPSV (100 WATT; 110) PER STREET LIGHT PLAN 4 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 5 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN HERE ON 6 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000 7 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' 8 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (AS SHOWN ON CASE "C" DETAIL SHEET 2) 9 CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=VARIES 10 INSTALL K -RAIL 11 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 3001 (SIZE 1) N N 6i O 0 p � CN 0 0 s - DIAL TWO WORKING BEFORE DAYS BEFORE 14 YOU DIG YOU DIG a TOLL FREE i-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � a REV. REVISION DESCRIPTION AC PAVEMENT OVERLAY (MIN. 0.10' THICKNESS) PROPOSED 1' AC PAVEMENT,. uw 1 SAWCUT AND REMOVE - EXISTING AC PAVEMENT DATE I ENGR.I DATE I CITY 5' _ _....�..�.��.,///..%//////�/A/I //// /oi/• / � ,...•. -aT-Mrs C14Ift, CITY OF FONTANA 0------ ��Crfy LIMIT LINE—' �1 AMINO �r' l EXISTING POWER POLE TO EXISTING STREET LIGHT PER BE RELOCATED BY OTHERS SEPERATE PLAN & PERMIT I },9 a =1 m 0.10' MIN. -GRIND EXIST. '� EXISTING AC PAVEMENT AC PAVEMENT (MIN. 0.10 THICKNESS) TYPICAL PAVEMENT ON DETAIL NOT TO SCALE SHOULD CONSTRUCTION OF 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 COUNTY OF SAN BERNARDINO MID VALLEY INDFlLL MANGO AVENUE Prepared For: TRAMMELL CROW 3501 JAMBOREE ROAD, SUITE 230 NEWPORT BEACH, CA 92660 (949) 477-4700 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 5, GRID BEARING BETWEEN STATIONS AND "21262" AS SAID STATIONS ARE PUBLISHED BY THE COUNTY OF RIVERSIDE, I.E. NO6'36'00 BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF FONTANA BENCHMARK NUMBER 357 BEING A GLO CORNER AT THE INTERSECTION OF CITRUS AVENUE AND BASELINE AVENUE. ADJUSTED BEV/ATK)k 139500 K -RAIL CASE 'C ; W=21, VlQ9' LOCAL DEPRESSION DETAIL STA 28+50.40 NTS Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-181 Fax (909) 356rr-1795 lyffef`� -1 Aaym 1. Agard, C.E. 360 2 Data (expires 6/30/2018) Q�OFESS/ON No. 36052 m Exp. 6/30/18 -�v CIV1x- ATF OF CAL�F� CURVE & UNE TABLE RADIUS DELTA LENGTH TANGENT A 872.00' 06'33'00" 99.69' 48.64' B 828.00' 06'1 94.13' 47.12' (IH FIST 1 IIVQi = 40 FT. J CITY OF FONTANA CALIFORNIA STREET IMROVEMENT PLAN DRAWN BY: SCALE: MANGO AVENUE AS NOTED DESIGNED BY: WIDENING PLANS STA 24+67.69 - STA 34+6723 DATE: March, 2017 CHECKED BY: ED BY: DRAWING NO.: 112 DATE: ► ' l 5539 CITY TE1I R R.C.E. 51152 FILENAME:I:\Trammell Crow\DWG's\FINAL DESIGN\Street Plans\MANGO AVENUE - ST02.dwg