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HomeMy WebLinkAbout5418-2_--- — I —' STA: 18+90.94 2 1 1 TC ELEV (1187.59) RT -39.98' 9 13 8 3 7 9 12 !— STA: 20+04.59un 0 - - JOIN EX C & G L3 TC ELEV (1189.17) ,. RT 39.90' JOIN EXC&G ®' ©o ` 3y - a "' L '.�,.: vii' 15 D i;� 3 EX. R/W � � ..:� • ,,;� T Y s C 2.''� � r I -z- F z r, "Z'"i _ i -` X'" .� � *,Y 7" i x ,..a ,. }� li 16 - i EX. R/W _- I !I X o '� A� 12 11 A�N 5 s 12' x 10' UNDERGROUND SERVICE ALERT (USA) IT'S THE LAWr DIAL BEFORE• YOU DIG! , CALL AT LEAST TWO WORKING DAYS Know whars below. BEFORE YOU DIG Call before you dig. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE 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 STANDARDS IN EFFECT. CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE CURB AND PAVEMENT AS NEEDED FOR CONSTRUCTION. Q2 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. OCONSTRUCT 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1000. VARY CURB TO MATCH DRIVEWAY. O4 CONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1000. VARY CURB TO MATCH DRIVEWAY. OCONSTRUCT 6" P.C.C. COMMERCIAL DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1002. O6 REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY TRANSITION OVER 12" MIN 959 COMPACTED NATIVE OCONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SUBGRADE PER CITY STD 400. OGRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL 8 "A SEE SHEET 2. 9 CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1006. GREMOVE EXISTING AND CONSTRUCT 4" ASPHALT CONCRETE TRANSITION PAVEMENT 11 REMOVE EXISTING AND INSTALL CONCRETE PAVERS 12 ADJUST UTILITY TO GRADE PER OWNING FACILITY REQUIREMENTS 13 ADJUST EXISTING M.H. TO FINISH GRADE. GREMOVE EXISTING POLE 15 PROTECT IN PLACE. 16 CONSTRUCT CONCRETE RETAINING CURB PER CITY OF FONTANA STANDARD 8 PLAN NO. 1004. 2' GRIND 0.10' MIN EXIST. PAVEMENT AND OVERLAY 0.10' MIN. EXISTING PAVEMENT -J NEW PAVEMENT SAWCUT AND REMOVE 2' EXIST. PAVEMENT 4IN REMOVE EXISTING CURB AND GUTTER WHERE APPLICABLE. ;.n J PROPOSED CURB AND GUTTER REMOVE REDWOOD HEADER WHERE APPLICABLE. GRIND AND OVERLAY DETAIL "A" NOT TO SCALE UNE TABLE UNE # LENGTH DIRECTION L1 89.86' N00' 28' 58"W L2 40.01' N01' 27' 21 "W L3 113.65' N00' 33' 08"W ,QR0FESS/0A,' KO CORPORATION GVq ��1 yc PLANNING $ ENGINEERING 3190 C. Shelby Street Na 75793 p Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 EXP. 6/30/16 BENCH MARK:B.M. NO. 124 ELEVATION -1,213.16 OF CAC�FDESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK 124 BEING A PK NAIL IN THE SOUTHWEST CORNER OF SIERRA AVE AND ATHOL AVENUE. LEGEND: Prepared Under The Supervision Of : DRAWN BY: DESIGNED BY: n' eh CHECKED BY: DATE: y I j/rb North 0 20 40 SCALE 1"=20' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS SIERRA AVENUE SCALE: AND As Noted DATE: FO LEE LANE 10;kPPR(IVED Y : DATE:3 - Z�' DRAWING NO.: 2 .0 C.E. 511 5418 3IN CONSTRUCT P.C.C. SIDEWALK �. CONSTRUCT A.0 PAVEMENT :X ;:, �{_��,� PROPOSED GRIND AND OVERLAY ASPHALT CONCRETE TRANSITION PAVEMENT CONCRETE PAVERS Prepared Under The Supervision Of : DRAWN BY: DESIGNED BY: n' eh CHECKED BY: DATE: y I j/rb North 0 20 40 SCALE 1"=20' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS SIERRA AVENUE SCALE: AND As Noted DATE: FO LEE LANE 10;kPPR(IVED Y : DATE:3 - Z�' DRAWING NO.: 2 .0 C.E. 511 5418 3IN