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Home My WebLink About4039-1r Q� I c: 4-1 1 E Ln 0 E 0 0 > D 4-; 0 ,E < T lij > (D U 0 m E 0 Q0 0 It 0 V) 04- 0 0 cl-i z > (n I'll I,- 0, 0 D_ 611 wl �s mg BW BACK OF WALK (E) EXISTING FL FLOW LINE FONTANA 21 SAN BERNARDINO RIVERSID ANAHEIM W, N 'M 41 "'I- TO P", SPRINGS EXISTING SPOT ELEVATION PROPOSED ELEVATION DIRECTION OF DRAINAGE FLOW PROPERTY LINE (E) WATER LINE (E) SANITARY SEWER (E) GAS MAIN (E) SOUTHERN CALIFORNIA EDISON (E) TRAFFIC SIGNAL INTERCONNECT (E) TRAFFIC SIGNAL PROPOSED LANDSCAPE MOUNDING (1' INCREMENTS) PORTLAND CEMENT CONCRETE ASPHALTIC CONCRETE PAVEMENT PATCH (N) NEW TC 'TOP OF' CURB TP TOP OF PAVEMENT TS TOP OF SLAB TW TOP OF WALK 1, THE GRADING DESIGN SHOWN HEREON IS BASED ON AN ALTA/ASCM TOPOGRAPHIC AND BOUNDARY FIELD SURVEY PERFORMED BY EADSON & ASSOCIATES, INC., JOB NO, 05-630 AND DATED APRIL 11, 2005. 2, BASIS OL BEARINGS T -HE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SECTION 26 BEING NORTH 89'27'03" WEST AS SHOWN ON PARCEL MAP NO. 15719 RECORDED IN BOOK 196 PAGES 34 THROUGH 38 OF PARCEL MAPS. 3, aE_NQHYARK AGENCY: CALTRANS NUMBER: 817 DESCRIPTION: BRASS CAP LOCATION: IN CONCRETE S.C.E. TOWER LEG, 343 N/O HIGHLAND AVE., 0.20 Mk W/O SAN SEVAINE RD., 2.65 MI. W. ALONG HIGHLAND AVE., FROM SIERRA AVE, ELEVATION = 1428.609 FEET P', flll Nllllll�""l E mv MIN ff LOCATION MAP N.T.S. A.P.N. 0228mml3lffm4l AREAm 2.169 ACRES SHEET INDEX SHEET NAME COVER SHEET ,SHEET DESCRIPTION I STREET IMPROVEMENTS 2 OWNER: 7—ELEVEN INCORPORATED 330 EAST LAMBERT RD, SUITE 150 BREA, CALIFORNIA 92821 (714) 674-4331 FAX (714) 674-4222 CIVIL RHL DESIGN GROUP, INC. ENGINEER: 2401 E, KATELLA AVE, SUITE 400 ANAHEIM, CALIFORNIA 92806 (714) 935-0050 FAX (714) 935-0051 GOVERNING CITY OF FONTANA AGENCY 8353 SIERRA AVE, FONTANA, CALIFORNIA (909) 350--6632 TRANSIT OMNITRANS DISTRICT '1700 WEST FIFTH STREET SAN BERNARDINO, CALIFORNIA 92411 (909) 379-7260 SANITARY CITY OF FONTANA SEWER 8353 SIERRA AVE. FONTANA, CALIFORNIA (909) 350-6632 WATER FONTANA WATER COMPANY 84-40 NUEVO AVE. FONTANA, CALIFORNIA (909) 822-2201 ELECTRIC SOUTHERN CALIFORNIA EDISON S.C.E. 4930 N EARLE AVE. ROSEMEADE, CALIFORNIA (909) 335-7191 GAS THE GAS COMPANY PO BOX 3003 REDLANDS, CALIFORNIA (909) 335-7775 TELEPHONE VERISON 16071 MOHAVE DRIVE BUILDING 'A' VICTORVILLE, CALIFORNIA 92395 (760) 245-0330 C -T�E,S & QUANTITY ESTIMATE ONSTRUCTION NO Q �_D SAWCUT EXISTING AC OR PCC PAVEMENT. =2 FULL DEPTH AC PAVEMENT PATCH. REFER TO DETAII.- 1, SHEET 2. =3 40' WIDE COMMERCIAL DRIVEWAY PER CITY STANDARD 1005A. =4 STANDARD CURB RETURN ACCESS RAMP CENTERED ON CROSSWALK OR CURB RETURN (AS OCCURS) PER CITY STANDARD 1006. =5 CONSTRUCT 4' WIDE PARKWAY SIDEWALK PER CITY STANDARD 10-15, CONSTRUCT 9' WIDE STANDARD BUS BAY SIDEWALK PER CITY STANDARDS 1014, =7 RAISE EXISTING UTILITY STRUCTURE 1-0 FINISH GRADE PER CITY UTILITY COMPANY STANDARDS. INSTALL BUS SHELTER PER OMNITRANS REQUIREMENTS. RAISE EXISTING SANITARY SEWER MANHOLE TO F-INISH GRADE PER CITY STANDARDS -109 AND 112 158 L..F, 228 S.F� 1,010 S.F. 1 EA. 1,080 S.F. 870 S.F. 8 EA, 1 EA. I EA. CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT PLANS 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST' EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL. OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF--WAY WITHIN THE CITY LIMITS. CALL (909) 350--7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN -THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE, 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE I -RUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION, 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS� TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAI -TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMI_ NTS. 13 CURVE DATA REFERS TO THE FACE OF CURB, 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONS113LE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKINC DURING CONSTRUCTION, 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG!NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LO AL RE I- TS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL, BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR, 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKRLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF 'THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON--ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, 33 ALL- MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34- UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RES -FORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.