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HomeMy WebLinkAbout5974STORM DRAIN MANHOLE STREET LIGHT PULL BOX ASPHALT CONCRETEAC REINFORCED CONCRETE PIPERCP PB PULL BOX SMH SEWER MANHOLE SW SIDEWALK C&G CURB AND GUTTER ECR END CURB RETURN BCR BEGIN CURB RETURN ORIGINAL GROUNDOG LEFTLT RIGHT OF WAYR/W MAXIMUMMAX END VERTICAL CURVEEVC END CURVEEC BEGIN VERTICAL CURVEBVC BEGIN CURVEBC MECHANICAL JOINTMJ SEWER CLEANOUTSCO IRON PIPE AND TAGIP&T FLANGED ENDFE STEEL CABLE TVCATV STL L SEWER SQUARE SHEET SCHEDULE SOUTHERN CALIFORNIA EDISON RETAINING PROPOSED PLAIN END NUMBER NORTH NOT TO SCALE NATURAL GROUND MINIMUM GAS GATE VALVE GRADE BREAK FLANGE FLOW LINE FORCE MAIN EXISTING EAST/ELECTRIC CLEAR CLASS CENTERLINE CAST IRON BLOCKBLK CI C CL CLR E EXIST FM FL FLG GB GV G MIN NG NTS N NO PE PROP RET SCE SCH SHT SQ S WATER METER SEWER MANHOLE CATV T PROPERTY LINE SPRINKLER SYSTEM CABLE TELEVISION LINE TELEPHONE LINE ELECTRICAL LINE GAS LINE WATER LINE SEWER LINE CENTERLINE NEW CONSTRUCTION EXISTING CONSTRUCTION BUILDING TREE BLOCKWALL FENCE SURVEY MONUMENT GUY WIRE WATER VALVE FIRE HYDRANT POWER POLE SP E G W S CL STREET LIGHT SEWER CLEANOUTCO S D WM SL TRAFFIC SIGNAL PULL BOXTS WV SIGN VAULT VENT IRRIGATION CONTROL VALVEICV ELECTRICAL MANHOLE CABLE TV PULL BOX CORING LOCATION ELECTRICAL PULL BOX TV E E RIGHTRT EDGE OF PAVEMENT HPG ASPHALT RUBBER HOT MIXARHM SDMH STORM DRAIN MANHOLE EP EDGE OF GUTTEREG HIGH PRESSURE GAS SL STREET LIGHT MANHOLE MH STREET IMPROVEMENT GENERAL NOTES REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE DATE: DATE: PREPARED BY: MM SM SM MARIE MARSTON, RCE 38798 TRT G I N E ERCE 38798 Exp. 03/31/25 S T C A T AM REGIS I V I L R N I A N O R F R E E EI D P R O S O RAM ESS I N A L E N E FO OLCAFI 17782 17th Street, Suite 200 Tustin, California 92780 Phone: 714.665.4500 LOCATION MAP NOT TO SCALE CITY OF FONTANA STREET IMPROVEMENT PLANS FOR THE INTERSECTION OF SOUTH HIGHLAND AVENUE AND MANGO AVENUE LEGEND UNDERGROUND UTILITIES AND STRUCTURE PRIVATE ENGINEER 'S NOTICE TO CONTRACTORS SIGNAL INTERCONNECT CABLESIC ABBREVIATIONS SHEET INDEX CAB CRUSHED AGGREGATE BASE SOUTHERN CALIFORNIA GASSCG 1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25 MM 6/15/23 GLK 4/29/25 TYPICAL SECTION SOUTH HIGHLAND AVENUE 27+39.14 TO 28+07.38 NOT TO SCALE TYPICAL SECTION SOUTH HIGHLAND AVENUE 26+24.76 TO 27+39.14 NOT TO SCALE TYPICAL SECTION SOUTH HIGHLAND AVENUE 28+07.38 TO 30+11.49 NOT TO SCALE TYPICAL SECTION SOUTH HIGHLAND AVENUE 30+11.49 TO 31+69.50 NOT TO SCALE DATE: DATE: REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY: TRT G I N E ERCE 38798 Exp. 03/31/25 S T C A T AM REGIS I V I L R N I A N O R F R E E EI D P R O S O RAM ESS I N A L E N E FO OLCAFI 17782 17th Street, Suite 200 Tustin, California 92780 Phone: 714.665.4500 CONSTRUCTION NOTES CONSTRUCT 2" X 4" REDWOOD HEADER BOARD BETWEEN THE NORTH SIDE OF THE PROPOSED AC DIKE AND THE EXISTING GROUND DIRT PARKWAY ENT 5 6/15/23 1525 1526 1527 1528 1529 1530 1531 1532 1532 15 3 2 1532 1531 153 1 1 5 2 8 1 5 2 7 152 6 152 5 22 23 24 25 26 27 28 29 30 31 32 48 49 50 FO FO FO FO FO FO FO FO FO FO FO FO F O F O F O EEEE E E E E E CALTRANS EXIST CENTERLINE CALTRANS R/W EXIST CENTERLINE SOUTH HIGHLAND AVENUE MA N G O A V E N U E EXIST SOUND WALL EXIST SOUND WALL CURB FL Line TaEle Line  DL1 Length 273.9' DireFtion S89ƒ 43' 41.36"W Curve TaEle Curve  DC1 DC2 DC3 DC4 Length 19.10' 105.75' 75.59' 75.58' Radius 759.00' 350.00' 960.00' 960.00' Delta 1ƒ26'30" 17ƒ18'44" 4ƒ30'40" 4ƒ30'40" Tangent 9.55' 53.28' 37.81' 37.81' C1 C2 L1 1333.51'S89ƒ 43' 41.36"W 72.94'290.00'14ƒ24'38"36.66' 631.87'720.00'50ƒ16'56"337.90' DL2 7.02'S85ƒ 45' 38.54"E DATE: DATE: REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY: TRT G I N E ERCE 38798 Exp. 03/31/25 S T C A T AM REGIS I V I L R N I A N O R F R E E EI D P R O S O RAM ESS I N A L E N E FO OLCAFI 17782 17th Street, Suite 200 Tustin, California 92780 Phone: 714.665.4500 CONSTRUCTION NOTES COLD MILL EXISTING AC PAVEMENT 2" CONSTRUCT 2" AC OVERLAY CONSTRUCT 2" 0.17' AC OVERLAY OVER 0.38' AC OVER 0.35' CAB OVER MIN. 95% COMPACTED SUBGRADE. THE 2" AC OVERLAY SHOULD BE CONSTRUCTED WITH THE ADJACENT 2" GRINDING AND OVERLAY AREAS WITHIN THE INTERSECTION AT THE SAME TIME REMOVE EXISTING CURB AND GUTTER CONSTRUCT 8" HIGH CURB AND GUTTER PER CITY OF FONTANA STD PLANS NO. 1000 REMOVE EXISTING SIDEWALK FROM EXISTING CURB RAMP TO ADJACENT ECR OR BCR CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD PLANS NO. 1006 EXISTING CONCRETE SLAB WAS FOUND 2' BELOW GROUND SURFACE AT THE POLE F LOCATION DURING POTHOLING. SEE TRAFFIC SIGNAL PLANS FOR POLE F LOCATION. CONTRACTOR SHALL REMOVE THE CONCRETE SLAB BEFORE INSTALLING THE POLE F FOUNDATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE CONCRETE SLAB AND RESTORATION OF EXISTING IMPROVEMENTS IN KIND. CONTRACTOR SHALL REMOVE, REROUTE, AND REPLACE THE ADJACENT EXISTING IRRIGATION LINES WITH NEW IRRIGATION LINES AFTER THE INSTALLATION OF POLE F FOUNDATION. COST OF IRRIGATION LINE RECONSTRUCTION, CONCRETE SLAB REMOVAL, EXISTING IMPROVEMENTS RESTORATION, AND ASSOCIATED WORK SHALL BE INCLUDED IN THE COST FOR BID ITEM "TRAFFIC SIGNAL INSTALLATION COMPLETE PER CONTRACT PLANS" CONSTRUCT 2" X 4" REDWOOD HEADER BOARD BETWEEN THE NORTH SIDE OF THE PROPOSED AC DIKE AND THE EXISTING GROUND DIRT PARKWAY LEGEND COLD MILL 0.9' EXISTING AC PAVEMENT SECTION AND CONSTRUCT 0.17 2" ' AC OVERLAY OVER 0.38' AC OVER 0.35' CAB OVER MIN. 95% COMPACTED SUBGRADE COLD MILL 2" EXISTING AC PAVEMENT AND CONSTRUCT 2" AC PAVEMENT REMOVE 4" EXISTING SIDEWALK AND CONSTRUCT 4" PCC SIDEWALK 1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25 1 1 1 MM 6/15/23 GLK 4/29/25 HIGHLAND AVENUE MA N G O A V E N U E 1530.11 TC 1529.43 FL 1530.84 TC 1530.27 FL 5.0% MAX EXIST R/W 1529.77 TC 1529.77 FL 1529.69 TC 1529.69 FL 1.5% 1531.01 TC 1531.01 FS 1530.74 TC 1529.90 FS 1. 5 % 4.8 % 1530.63 TC 1529.76 FS 1530.38 TC 1530.38 FS 7.4 % 4. 5 % 1530.94 TC 1530.27 FL 6. 9 % 1.5% EXIST SW SCORE LINE 5.0% MAX HIGH L A N D A V E N U E 7 . 1 % 1532.29 FS 1532.35 FS 1 . 5 % 1532.57 TC 1531.97 FL 1532.51 TC 1531.90 FL 6 . 9 % 1 . 5 % 2.1% 4.6% 5 % M A X 1532.83 TC 1532.83 FL 1532.74 FS 1532.57 TC 1532.57 FL 1532.47 FS 1532.73 TC 1532.44 FL 1532.67 TC 1532.38 FL 5 % M A X DATE: DATE: REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY: TRT G I N E ERCE 38798 Exp. 03/31/25 S T C A T AM REGIS I V I L R N I A N O R F R E E EI D P R O S O RAM ESS I N A L E N E FO OLCAFI 17782 17th Street, Suite 200 Tustin, California 92780 Phone: 714.665.4500 DETAIL 1 DETAIL 3 4 4 NORTHWEST CORNER SOUTHEAST CORNER CONSTRUCTION NOTES 1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25 1 1 1 MM 6/15/23 GLK 4/29/25