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Home My WebLink About1432A-1CITY OF FONTANA GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY RIGHT OF WAY. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL BY THE CITY AS REQUIRED. 7. 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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS 8. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN LINE & GRADES. 10. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS UNLESS OTHERWISE NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONSTRUCTION BEGINS. 11. ALL SEWER MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY THE CONTRACTOR AND SHALL BE RAISED TO GRADE BY THE CONTRACTOR AFTER COMPLETION OF PAVING. 12. ALL WATER VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY THE CONTRACTOR . AND SHALL BE RAISED TO GRADE BY THE CONTRACTOR AFTER COMPLETION OF PAVING. 13. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 14. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, SIGNALS, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 15. AS BUILT DRAWINGS MAY BE OBTAINED BY THE CONTRACTOR AT THE CITY OF FONTANA. 16. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 17. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 18. STERILANT IS REQUIRED UNDER ALL A. C. PAVEMENT. 19. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED BY THE CITY. 20. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 21. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 22. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 24. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 25. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. Underground Service Alert �� °G Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG STREET IMPROVEMENT PLANS FOR FOOTHILL BOULEVARD (STA. 72+92.82 TO STA. 78+17.76) CHERRY AVENUE (DRIVEWAYS ONLY) CALTRANS GENERAL NOTES a) AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE RIGHT OF WAY. b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD PLANS &SPECIFICATIONS OR AS DIRECTED BY THE STATES REPRESENTATIVE (STANDARDS OTHER THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED). c) NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE STATES REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS ANO/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. e) THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE USED IN THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7 SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATES REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. f) ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. g) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATES RIGHT Of WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8500 (LAND SURVEYOR'S ACT). i) THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. j) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY -rHE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. k) THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 1) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. m) ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. n) ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. o) WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND WATER PROJECTS HAVE BEEN COMPLETED. BENCH MARK: CHISELED "X" N.E. CORNER OF ABUTMENT AT FOOTHILL BLVD. AND EAST AVE. X67-5 ELEV. 1195.52 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. WEST R/W 1 13 EAST R/W EXIST. SW NORTH R/W CHERRY AVENUE N.T.S. 117' EXIST. SW SOUTH R/W FOOTHILL BOULEVARD N.T.S. STREET X -SECTIONS SEE DRAWINGS 1432, 1769 & 1679-SHTS. 2, 6 & 8 REFERENCE PLANS REVISIONS APPROVAL DATE I APPROVAL DATE CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT 1 CONST. CALTRANS STD. RSP A87, CURB & GUTTER, TYPE A2-8. 302 LF 2 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 105A. 1350 SF 3 CONST. ACCESS RAMP PER CALTRANS STD. NSP A88, CASE 'E'. 1 EA 4 CONST. DRIVEWAY PER DETAIL "A" ON SHEET 2. 1 EA 5 CONST. 0.84' A.C. PAVEMENT OVER 12" COMPACTED NATIVE BASE 9820 SF 6 CONST. 6" CONC. CURB ONLY PER CITY OF FONTANA STD. NO. 101. 6 LF 7 CONST. 10' WIDE CATCH BASIN PER* 1 EA 8 CONST. LOCAL DEPRESSION PER* 1 EA 9 CONST. 18" RCP S.D. D -LOAD PER PLAN 1 EA 10 CONST COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102C, R=7.5'9 2 EA W=PER PLAN 11 CONST. 3'x3'x6" THICK P.C.C. ENLRGY DISSIPATOR PER DETAIL "B" ON SHEET 2 9 SF 12 INSTALL STREET LIGHT ORNAMENTAL .POLE AICD LIGHT FIXTURE, 22,000 HPSV, 1 EA WITH 6' MAST ARM, 30' HIGH. COBRA HEAD CUT-OFF. N T CONTRACTOR TO VERIFY INVERT OF EXISTING SEWER LATERAL PRIOR TO START OF WORK. NOTIFY ENGINEER OF ANY DISCREPANCY WITH THIS PLAN. * SEE DETAIL ON SHEET 2 OF 21, FOOTHILL BLVD. STORM GRAIN PLANS, CITY DWG. NO. 1769. DEMOLITION AND REMOVAL NOTES & QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT D1 SAW -CUT EXISTING PAVEMENT 485 LF D2 REMOVE EXIST. CURB & GUTTER 67 LF D3 REMOVE EXIST. WHEELCHAIR RAMP 1 EA D4 REMOVE EXIST. 7y CATCH BASIN 1 EA D5 REMOVE 2' WIDE STRIP OF EXIST. PAVEMENT 1365 SF D6 REMOVE EXISTING SIDEWALK 500 SF D7 REMOVE EXISTING RAISED MEDIAN 10 LF PM 15065 REMAINDER PARCEL 7it(!� "CITY Oi FONT/WA +00 i COUNTY Of SAN BENNA mm ` m r -fW-i & Fbreim, Inc.■ Civil Engineering • Planning • Surveying Public Works 203 N. Golden Cir. Dr., Suite 300 • Santo Ano, CA 92705--4010.714/664-0570 PREPARED UNDER THE SUPERVISION OF: ROBERT C. EVERSON R.C.E. C-042076 EXP. 3/31/00 DATE UE qTY Or FONTANA � COUNTY OF SAN BERNA INDEX MAP SHEET INDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2 STREET PLAN & PROFILE -FOOTHILL BLVD. 3 STREET PLAN & PROFILE -CHERRY AVE. Ld CITY I oF% TAN S, PACIFIC A BASE L.IK AVE WD -LER AILSIT//j / � UTURE of ,�/ ROJECT REGIONA NCHO SITE PARK E9q1H4 IL COUNTY OF SAN BERNARDINO Y i VICINITY MAP KTA CALTRANS ENCROACHMENT PERMIT NO. 08-97--6-MC--0828 08-- SBd- 66-12.33 CITY OF FONTANA, CALIFORNIAiov- DRAWN BY STREET 0"O PLAN FOR SCALE: N RRL HORIZ.: 1"=40' N0 DESIGNED BY FOOTHILL BOULEVARD - ROUTE 66 VERT.: 1"=4' N� R.A. CHECKED BY TfTL.E SST DATE: � RCE PARCEL MAP N0•15M 10/24/97 � JOB NO. APPROVED . Lc� `��3/9y DR. NO. T. NO. j 4852 ��<< CITY ENGINEER #25126 DATE %32-A 1 OF 3 ^�