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Home My WebLink About2109-1----------------- SHEET 2 I I MDLLER AVE. RADIA 0 I I I I I I I I A AV_F l\T IJ E :N/-[A----'N'�' �E 1�TAI�T C ]� FROM MIL.L.ER AVENUE TO HIGHLAND AVENUE STA 30+00.25 TO STA 14+00 ---------------------------------I �_ �._______________________________ SHEET 3 � j 1 BASE LDIE AVE. j SAN JACINTO AVE. No NERY AVE. j I I I I j I I i I I I j L---j-- L---------------------------------J 'SHEET 4 ------ ---------------------- J I L ------------------- SIER A RIGHT OF ENTRY MAY BY REQUIRED IF MATCHING TO EXISTING TAKES PLACE A B BEYOND RIGHT OF WAY 30' TRANSITION R/W LINE 30' FROM CL GRADE TO DRAIN BEHIND BERM BACK LINE OF IMPROVEMENTS -- -- — — -- — -- 1.0%i __ 0.5% 1.0% AC BERM FLOWLINE AC DRIVEWAY DRIVEWAY RIDGE\\—TOP OF AC BERM A B DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. (TOP VIEW) STRIPING CENTERLINE W W z z 30' SEE NOTE 30' SEE NOTE 3 lx w z j 26.00' 26.00' j z 3 3 �- 8.00' 18.00` 18.00' 8.00'-r� a 4 2W i o sor a2s 1 T (varies) ----.I _-_-- (varies) I 1 I PROPOSED SECTION I PROPOSED SECTIONV I TYPICAL CROSS SECTION- -F- -OR WIDENING N.T.S. 0.20' 0.47' 0.25' NOTE: GENERALLY R/W IS 30' FROM CENTERLINE WITHOUT FULL IMPROVEMENTS, 60' FROM CENTERLINE WHERE FULL IMPROVEMENTS EXIST. _ 0.50' TYPICAL BERM DETAIL N.T.S. (NOT AT DRIVEWAY) j WCALLEF AVE. PROJECT INDEX MAP - SECTION A—A N.T.S. SECTION B—B N.T.S. VALNUT VILLAGE PKVY. ESTIMATE OF QUANTITIES S H E E T I N D E X ITEM N0. DESCRIPTION QUANTITY 1 2 3 4 5 SHEET D E S C R I T 1 0 N N0. TITLE SHEET CENTER LINE OF DRIVEWAY PROJECT INDEX MAP, LEGEND 1 STAND PIPE & MISC. DETAILS LEADING EDGE OF POWER POLE SIERRA AVE. PLAN & PROFILE, SIERRA AVE. 2 ,TS TRAFFIC SIGNAL BOX STA 10+00 TO STA 19+00 qS40' SIERRA AVE. PLAN & PROFILE, SIERRA AVE. 3 YOU DIGI TO EXCAVATING STA 19+00 TO STA 30+00.25 4' TREE SIERRA AVE. PLAN & PROFILE, SIERRA AVE. 4 STA 30+00.25 TO STA 14+00 ---------------------------------I �_ �._______________________________ SHEET 3 � j 1 BASE LDIE AVE. j SAN JACINTO AVE. No NERY AVE. j I I I I j I I i I I I j L---j-- L---------------------------------J 'SHEET 4 ------ ---------------------- J I L ------------------- SIER A RIGHT OF ENTRY MAY BY REQUIRED IF MATCHING TO EXISTING TAKES PLACE A B BEYOND RIGHT OF WAY 30' TRANSITION R/W LINE 30' FROM CL GRADE TO DRAIN BEHIND BERM BACK LINE OF IMPROVEMENTS -- -- — — -- — -- 1.0%i __ 0.5% 1.0% AC BERM FLOWLINE AC DRIVEWAY DRIVEWAY RIDGE\\—TOP OF AC BERM A B DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. (TOP VIEW) STRIPING CENTERLINE W W z z 30' SEE NOTE 30' SEE NOTE 3 lx w z j 26.00' 26.00' j z 3 3 �- 8.00' 18.00` 18.00' 8.00'-r� a 4 2W i o sor a2s 1 T (varies) ----.I _-_-- (varies) I 1 I PROPOSED SECTION I PROPOSED SECTIONV I TYPICAL CROSS SECTION- -F- -OR WIDENING N.T.S. 0.20' 0.47' 0.25' NOTE: GENERALLY R/W IS 30' FROM CENTERLINE WITHOUT FULL IMPROVEMENTS, 60' FROM CENTERLINE WHERE FULL IMPROVEMENTS EXIST. _ 0.50' TYPICAL BERM DETAIL N.T.S. (NOT AT DRIVEWAY) j WCALLEF AVE. PROJECT INDEX MAP - SECTION A—A N.T.S. SECTION B—B N.T.S. VALNUT VILLAGE PKVY. GRADE TO MATCH EXISTING GRADE TO MATCH EXISTING VARIES _ 1 SAWCUT LINE PER PLAN t 1 COLD PLANE TO WIDTH OF 1' TO DEPTH OF .10' MINIMUM ---STRAIGHT GRADE __27. ---------------- EX. --AC 0.1 ;----- --- ---------- EX COMPACT! NATIVE - ------------ TYPICAL PAVING SECTION N.T.S. SEE CROSS SECTION DETAIL FOR BERM DETAILS 5" AC = NOT TO SCALE AVENUE HIGHLAND AVE. AC BI GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICAIDNS DATED 1975, AND ANY REVISION THEREAFTER. 2. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED, 3. CURVE DATA REFERS TO THE FACE OF THE CURB. 4. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS, 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 6. ADEQUATE STAKES SHALL BE SET BY THE CITY OF FONTANA ENGINEERING SECTION. 7. ALL VALVE CANS AND COVERS SHALL BE RAISED TO GRADE BY FONTANA WATER COMPANY AFTER C❑MPLETI❑N OF PAVING. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129, 9. TYPE, LOCATI❑N AND WIDTH OF DRIVEWAY ACCESS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH DETAILS ON SHEET NUMBER 1. 10. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 11. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 12, ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 13. CITY OF FONTANA PUBLIC WORKS DEPARTMENT TO INSTALL PAVEMENT MARKINGS AND STRIPING AS SHOWN ON THE STRIPING PLAN, LEGENDL/f[IVLYYl11 ESTIMATE OF QUANTITIES RIUVG � ITEM N0. DESCRIPTION QUANTITY 1 2 3 4 5 5" AC OVER COMPACTED NATIVE AC OVERLAY WHERE INDICATED ON PLAN 6" AC BERM SAWCUT &REMOVE 1' FROM EDGE OF PAVEMENT REMOVE &REPLACE AC AS SHOWN ON PLAN XXXX S.F. XXXX S.F. XXXX L.F. XXXX S.F. XXXX S.F. GRADE TO MATCH EXISTING GRADE TO MATCH EXISTING VARIES _ 1 SAWCUT LINE PER PLAN t 1 COLD PLANE TO WIDTH OF 1' TO DEPTH OF .10' MINIMUM ---STRAIGHT GRADE __27. ---------------- EX. --AC 0.1 ;----- --- ---------- EX COMPACT! NATIVE - ------------ TYPICAL PAVING SECTION N.T.S. SEE CROSS SECTION DETAIL FOR BERM DETAILS 5" AC = NOT TO SCALE AVENUE HIGHLAND AVE. AC BI GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICAIDNS DATED 1975, AND ANY REVISION THEREAFTER. 2. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED, 3. CURVE DATA REFERS TO THE FACE OF THE CURB. 4. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS, 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 6. ADEQUATE STAKES SHALL BE SET BY THE CITY OF FONTANA ENGINEERING SECTION. 7. ALL VALVE CANS AND COVERS SHALL BE RAISED TO GRADE BY FONTANA WATER COMPANY AFTER C❑MPLETI❑N OF PAVING. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129, 9. TYPE, LOCATI❑N AND WIDTH OF DRIVEWAY ACCESS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH DETAILS ON SHEET NUMBER 1. 10. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 11. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 12, ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 13. CITY OF FONTANA PUBLIC WORKS DEPARTMENT TO INSTALL PAVEMENT MARKINGS AND STRIPING AS SHOWN ON THE STRIPING PLAN, LEGENDL/f[IVLYYl11 CENTER OF WATER METER RIUVG � SYMBOL DESCRIPTION oTEL UNDERGROUND TELE, CABLE BOX +CW CENTER LINE OF SIDEWALK +DW CENTER LINE OF DRIVEWAY \ o SP STAND PIPE Opp LEADING EDGE OF POWER POLE FLOW DIRECTI X PPA POWER POLE ANCHOR ,TS TRAFFIC SIGNAL BOX IT'S THE LAW I CALL AT LEAST TWO qS40' 40' PALM TREE DIAL BEFORE WORKING DAYS PRIOR - T❑P❑F SLOPE YOU DIGI TO EXCAVATING 4' 4' TREE TOP OF AC BERM EP EDGE OF PAVEMENT FINISHED SURFACE CAL LEADING EDGE of BUSH DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. 10' 10' TREE (ISOPLANE) 24' 8 24' TREE FOR MORE DETAILS SEE THIS SHEET AT FAR LEFT + FH FIRE HYDRANT EXISTING ELEVATION *WM CENTER OF WATER METER OSS CENTER OF SEWER MANHOLE s CENTER OF WATER VALVE o MB LEADING EDGE OF A MAIL BOX TOP 1-800-422-4133 o STREET SIGN 8' CG FLOW LINE OF CURB AND GUTTER FL SWALE FLOW LINE SWALE IT'S THE LAW I CALL AT LEAST TWO ---- RIGHT OF WAY DIAL BEFORE WORKING DAYS PRIOR - CENTER LINE YOU DIGI TO EXCAVATING TOP OF AC BERM 0 <- FS FINISHED SURFACE CAL STA 16+00.00 LOCATION RELATIVE TO PROJECT BEGINNING 1370.00 TC PROPOSED TOP OF BERM ELEVATION UNDERGROUND ALERT +SERA (1370.00) TC EXISTING ELEVATION BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 1370.00 FL PROPOSED FLOW LINE ELEVATION LOCATION OF UNDERGROUND UMUIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 (1370.00) FL EXISTING FLOW LINE ELEVATION ALL DIRECTI❑NS C RT., LT,) ARE TAKEN OFF THE CENTER LINE OF SIERRA AVE. B = LEADING EDGE OF BUSH IS LOCATED AT LUVER LEFT CORNER OF THE ' B,, BENCHMARK TB M — CHISELED "X" ON FOOTING OF SIGNAL LEADING EDGE = SURFACE CLOSEST TO CENTER LINE OF SEI RRA , S.W. CORNER SIERRA AVE. AND BASE LINE AVE. ELEVATION AT 1414.88'