The URL can be used to link to this page

Home My WebLink About5065-1STREET IMPROVEMENT NOTES: 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. j 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 SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER 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 LOCAL RESIDENTS AND BUSINESSES AT ALL I TIMES. -A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTSANO 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 i 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 Q D DENSITY .SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE j 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 RESTORE 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. GENERAL NOTES FOR STREET LIGHT PLANS 1. ORAWEWAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT OR 8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED. BENCHMARK CITY OF FONTANA BM/425, TOP SW BOLT IN TRAFFIC SIGNAL, NE CORNER SIERRA AVE. & SAN BERNARDINO AVE. ELEV = 1159.63 0 N THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA STREET I'MPROV M NT PLAN FOR 16829 SAN BERNARDINO AVENUE - FLOW UNE H.P. = HIGH POINT T.G. = TOP OF GR47E FS = FINISHED SURFACE - - PROPERTY UNE E.P. = EDGE OF PAVEMENT INV. = INVERT ELEVATION- CJ = CONTROL JOINT CENTER UNE D.L. = DAYLIGHT A.C. = ASPHALT CONCRETE' TOE = TOE OF SLOPE CONST. 5" x 3" UNDER SIDEWALK DR41N PER CITY OF FONTANA STD. 3001 G.S. = GROUND SHOT TW = TOP OF WALL TOP = TOP OF SLOPE r..n EXISTING WATER UNE W.V = WATER VALVE G.B. = GRADE BREAK TOP/D.L. = TOP OF SLOPE/ DAYLIGHT ;» EXISTING SANITARY SEWER UNE W = WATER MAIN R = RADIUS TC = TOP OF CURB 2 EA. = WATER METER TFW.M. = TOP OF FOOTING IF = FINISHED FLOOR PROPOSED SLOPE FL = FLOW UNE (106.02) _ .EXIST. ELEVATION _.,.... „_ EXISTING CONTOUR BM = BENCH MARK 106.02 FG _ PROPOSED ELEVATION 6Q% PROPOSED CONTOUR LS = LANDSCAPING NISHED GRADE THOMAS GU/DE 2004.• PAGE 604, GR/D, 1-5 PROJECT L OCA TION w :N: "K SAN BERNARDINO BLVD. 7_1 r � DEVELOPER: PAUL MINN/CK Q MCG DEVELOPMENT CO, INC MARYGOLD AVE. 2683 LIME AVE SIGNAL HILL, CA 90755 (562) 216-5748 VALLEY BLVD. PREPARED BY. - SAKE ENGINEERS INC. 400 S. RAMONA AVE. STE. 202 7 CORONA, CA 92879 (951) 279-4041 (951) 279-2830 VICINITY MAP NTS .BENCHMARK. UTILITIES: CITY OF FONTANA BM1425; TOP SW BOLT IN TRAFFIC WATER FONTANA WATER COMPANY SIGNAL, NE CORNER SIERRA AVE & SAN BERNARDINO SEWER CITY OF FONTANA AVE ELEV = 1159.63 ELECTRIC SO CAL EDISON BASIS OF BEARING: THE CENTERLINE OF SAN TELEPHONE PACIFIC BELL CABLE ADELPHIA BERNARDINO AVENUE BEING NORTH 89'57'50"E4ST AS GAS SO CAL GAS SHOWN ON P.M.B. 150/23-24. FIRE PROTECTION COUNTY OF SAN BERNARDINO DECLARA PON OF ENG/NEER OF RECORD: I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF FONTANA IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY SIGNATURE:"' LICENSE NO. s 3038 EXP. 6 -3o- 15 DATE IMPORTANT NOT/CE.• SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 2 WORKING DAYS BEFORE YOU OIG. UNAUTHOR/ZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. EX/ST/NG UNDERGROUND STRUCTURES.• ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTING OF UNDERGROUND / ABOVE GROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITIES AS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK o Q D_ SHOULD CONSTRUCTION OF THE REQUIRED �Q�B q� IMPROVEMENTS NOT COMMENCE WITHIN TWO P '4'Q�O ENG/NEER/NG • SURFING • LAND DEYFLOPMENT �YEARS OF THE DATE OF APPROVAL SHOWN HEREON DMWrr BY - TOLL FREE"' i� 800-227-2600 [--!n A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 202 . R4A/O/IG4 Al2r, STE. AND CARRIED FORTH IN A DILIGENT MANNER, THE C053038 400 SRL CITY ENGINEER MAY REQUIRE REVISIONS TO THE * Exp.CORONA C.AL/FORNW 92879 Exp. s/ao/�s * DEScNEO e 951 279-4041 F".- 951) 279 2830 RL PLANS TO BRING THEM INTO CONFORMANCE WITH L>q CIVIL�� File Name: \\Server\projects\Cl FONTANA\JN1854PAUL\CIVIL\ST-IMP.dwg Layout: STREET MIP STANDARDS IN EFFECT. lF OF Cps\F PRE ARED R.C.E. NO. 53038- CHECKED I REVISMN DESCRWTION DATE EN% CITY DATE DATE: Mar. 06, 2014 SA CD r 0 N 3 i J_ U J CITY OF FONTANA, CALIFORNIA Ln 00 STREET IMPROVEMENT PLAN z Q 16829 SAN BERNARDINO AVENUE SCALE: As SHOWN TITLE SHEET DATEI o CON TION NOW ,& QUANTITY ESTIMATES 10/17/13 APPR&EZ�, aEI �"3 • �� 5065 cn DRAWING NO.•Y21c -7 CITY ENGINEER R.C.E. 51152 a i L i CONSTRUCTION NOTES: QUANTITIES Ol - SAWCUT & REMOVE EXIST. DRIVEWAY APPROACH 550 S.F. 2O- SAWCUT & REMOVE POR77ON EXIST. CURB do GUTTER 110 L.F. CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. 1000 110 L.F. 4O- CONST. 35' WIDE DRIVEWAY APPROACH PER CITY OF FONTANA S7D. 1002 275 S.F. 5a- CONST. 5" x 3" UNDER SIDEWALK DR41N PER CITY OF FONTANA STD. 3001 1 EA. CONST. 16000 LUMEN HPSV J,150 WATT, 115) STREET LIGHT PER CITY 2 EA. OF FONTANAS7D. 4 a7 - RELOCATE EXISTING POWER POLE 1 EA. RELOCATE EXIST. PULL BOX (OR ADJUST TO GRADE) 1 EA. 9a- REMOVE EXIST. MAIL BOX 2 EA. 1 D CONST. CURB DRAIN PER CITY OF FONTANA STD. 3002 (2-3" PVC PIPES) 2 EA. o Q D_ SHOULD CONSTRUCTION OF THE REQUIRED �Q�B q� IMPROVEMENTS NOT COMMENCE WITHIN TWO P '4'Q�O ENG/NEER/NG • SURFING • LAND DEYFLOPMENT �YEARS OF THE DATE OF APPROVAL SHOWN HEREON DMWrr BY - TOLL FREE"' i� 800-227-2600 [--!n A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 202 . R4A/O/IG4 Al2r, STE. AND CARRIED FORTH IN A DILIGENT MANNER, THE C053038 400 SRL CITY ENGINEER MAY REQUIRE REVISIONS TO THE * Exp.CORONA C.AL/FORNW 92879 Exp. s/ao/�s * DEScNEO e 951 279-4041 F".- 951) 279 2830 RL PLANS TO BRING THEM INTO CONFORMANCE WITH L>q CIVIL�� File Name: \\Server\projects\Cl FONTANA\JN1854PAUL\CIVIL\ST-IMP.dwg Layout: STREET MIP STANDARDS IN EFFECT. lF OF Cps\F PRE ARED R.C.E. NO. 53038- CHECKED I REVISMN DESCRWTION DATE EN% CITY DATE DATE: Mar. 06, 2014 SA CD r 0 N 3 i J_ U J CITY OF FONTANA, CALIFORNIA Ln 00 STREET IMPROVEMENT PLAN z Q 16829 SAN BERNARDINO AVENUE SCALE: As SHOWN TITLE SHEET DATEI o CON TION NOW ,& QUANTITY ESTIMATES 10/17/13 APPR&EZ�, aEI �"3 • �� 5065 cn DRAWING NO.•Y21c -7 CITY ENGINEER R.C.E. 51152 a i L i