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Home My WebLink About4165-1Lej a ilk 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 CIT)' ENGINEERFOR 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. 4A. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE COUNTY OF SAN BERNARDINO FOR WORK IN COUNTY JURISDICTION. 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 TRUE 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 CALTRANS, 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 REQUIREMENTS. 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 RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 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 THE CITY. 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 LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTfON 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 BACKFILL 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 STERILAN-r 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 AC 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, CONI ZACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF 17HE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE ANO/OR REP -ACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEE�`11.. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED B", THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 37. ALL STRIPING SHALL CONFORM TO THESE P.,, -ANS, CALTRANS STANDARD PLANS AND SPECIAL PROVISION DATED JULY 1999, 38. ALL STRIPING AND PAVEMENT MARKING SHALL BE ALKYD' THERMOPLASTIC (SEE SPECIAL PROVISIONS). 39. PAVEMENT MARKING AND LEGENDS SHALL CONFORM TO CITY OF FONTANA STANDARD STENCILS. 40. CONFLICTING STRIPING/MARKINGS TO BE RE -MOVED BY METHOD AS DESCRIBED IN SP-CIAL PROVISIONS. w N T N r A n M Mgbk MWL OMER M � nk a �1mrKovLMENTS ON ,snob, -m�RRY 110 SHEET 5 SHEET 4 W I I ECR JOIN Z I W 43+21 > CN -71 40+00 E T7-+39.91 N 17"T"7_7 -7 77 7 7 w Fm,p KuSE co RT 8CR INDEX MAP NTS SHEET INDEX DRAWING NO. 4165 SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS, DETAILS AND LEGEND SHEET 3 APWA STANDARD PLANS SHEET 4 APWA STANDARD PLANS SHEET 5 STREET IMPROVMENT PLAN ROSE COURT AT CHERRY AVENUE SHEET 6 STREET IMPROVEMENT PLAN CHERRY AVENUE AT ROSE COURT DRAWING NO. 4166 SHEET 1 TRAFFIC SIGNAL INSTALLATION PLAN CHERRY AVENUE AT R08E COURT UTILITY NOTIFICATION L1,ST. CITY OF FONTANA ADELPHIA MARYGOLD MUTAL WATER COMPANY ATTN: ANTHONY CIOTTI ATTN: MR. LUIS McDONALD ATTN: MR. JUSTIN BROKAW 8353 SIERRA AVENUE 1205 DUPONT AVENUE 9724 ALDER AVENUE FONTANA, CA 92335 ONTARIO CA 91761 OOMINGTN CA 92316 (909) 350-6684 (909) 05-3,343 R09) 877-0516 COUNTY OF SAN BERNARDINO CITY OF RIALTO WATER DEPARTMENT SOUTHERN CALIFORNIA GAS COMPANY ATTN: WALTER ALLISON ATTN: MR. RON SILVER ATTN: MR. BRUCE YONKERS 825 EAST THIRD STREET 150 S PALM AVENUE 1981 W LUCONIA AVENUE SAN BERNARDINO, CA 9z2415 RIALTO CA 92376 REDLANDS CA 92374-9796 (909) 387-7910 (818) 701-4546 (909) 335-7871 SAN GABRIEL VALLEY WATER COMPANY SOUTHERN CALIFORNIA EDISON ,ATTN-. MR. LUIS MONTENEGRO ATTN: MR. CHRIS LORIMER 11142 GARVEY AVENUE 7951 REDWOOD AVENUE EL MONTE CA 91733 FONTANA CA 92336 (626) 448-6183 x252 (909) 357-6221 SBC (PACIFIC BELL) ATTN: MS. SUSAN MORGAN 3939 E. CORONADO STREET, 2ND FLOOR ANAHEIM, CA 92807 (714) 666-5415 BASIS OF BEARINGS N937'31"E AS THE CENTERLINE OF CHERRY AVE. PER STEET IMPROVEMENT PLAN'S #3154 SHEET 5 OF 15 DATED ocTOBE_R 2003. 'BENCHMARK CSFB 4015�1230 ELEV=1004.88' CHS BOX OP CB 66' W10 CHERRY 36' N/0 SLOVER AVE AT ECR VICINITY MAP (NOTTO SCALE) CONSTRUCTION NOTES PROTECT IN PLACE, SEE. TRAFFIC SIGNAL PLANS. DWG NO, 4166o SHEET 1 OF 1. REMOVE EXISTING PCC, -AC, PAVEMENT, OR SOIL. CONSTRUCT 6.5 -INCH THICK AC OVER 6.5 -INCH THICK CRUSHED AGGREGATE BASE. CONSTRUCT 8 -INCH CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO. 1000. 4 CONSTRUCT' 8- INCH CURB ONLY PER -CITY OF FONTANA STD PLAN NO. 1000. CONSTRUCT 4 -INCH THICK PCC SIDEWALK PER CITY OF FONTANA STD PLAN NO, 1006. CONSTRUCT �Olvf MERCIAL DRIVEWAY -PER CITY OF FONTANA STD_ PLAN NO. 1002 (IRADIAL). W PER PLAN. CONSTRUCT STANDARD CURB RETURN ACCESS RAMP 'PER CITY OF FO,N'TANA STD PLAN *NO. 1003,' CONSTRUCT CURB RAMP PER APWA STD PLAN NO, 111-3 C AS E AND TYPE PER PLAN, (OMIT DETECTABLE WARNING) CONSTRUCT PCC CROSS GUTTER PER CITY OF FONTANA STD PLAN NO. 40 CONSTRUCT 6 -INCH THICK PCC OVER COMPACTED NATIVE'BEHIND WALK OR DRIVEWAY, B PER PLAN, ADJUST TO GRADE. TYPE AS SHOWN, REMOVE TYPE AS SHOWN. REMOVE EXISTING TREE, TREE STUMP OR SHRUB. RELOCATE EXISTING TYPE As SHOWN, OTHERS) INSTALL STREET LIGHT 22,000 LUMEN PER 61TY OF FONTANA STD, PLAN NO. 1016 (BY SCE). W -0 �EDIAN FLARE PER APWA STD PLAN NO, 141 - 1. L AND L PER PLAN. �W MT MEDIAN, TAPER PER APWA STD. PLAN NO. 140-2. L7@ W AND L PER PLAN. I X I I k I � � �m .1 1 1580 CY 22350 SF 116 LF 290 LF 2810 SF ''1060 SF 1160 SF 220 SF 1080 SF 1300 SF WV 1 EA SL 2 EA SIGN 1 EA CLF 45 LF BLOCK WALL -INCLUDING FOUNOATION 390 LF PLANTERS AND DISPLAYS 1 LS TREES 4 E;� SHRUBS 300 SF FH 1 EA pp 1 EA 1 EA X I I k I � � �m .1 1