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Home My WebLink About4356-1GENERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR THE 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 CON 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. CONSTRUCT 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 WITH IN 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 OF 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 OF 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 AND 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. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. 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. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES, OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE AND EXCAVATION MATERIAL, MUD, SILT, OR DEBRIS TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THEN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P.. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4 HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE N CITY ENGINEER. 30. TERMINATE ALL 4 HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH PLUG 12 BELOW THE GROUND n SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. CLn r r I Underground Service Alert BENCH MARK REV. 0 1 SAN BERNARDINO COUNTY HIGHWAY MONUMENT NO. 165B CHISELED CROSS ON EASTERLY END OF EXISTING 'VGn Call: TOLL FREE CURB AND GUTTER AT S.W. CORNER OF ARROW ROUTE AND ALMERIA AVENUE. z 1- Q 00 ELEVATION = 1244.639 0 0 BASIS OF BEARING IIII 227- 260 o BASIS OF BEARING IS THE CENTERUNE OF ARROW TWO WORKING DAYS ROUTE, BEING N 89'41'29" E PER PARCEL MAP NO. J BEFORE YOU DIG 16005, P.M.B. 200/8-9. 7VLAIIMPOVCMEN INDEX MAP NOT TO SCALE 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING. STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED, APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOUM OF TM &IMOVBWEM NOT COMbB4W VWM TWO YEARS OF TM DATE OF APPROVAL SHOWN LEON APD CAS FOM N A DLIGENT MANS„ THE CITY MAY RE AM FEVNWM TO THE PLANS TO BRNO TFBIA INTO CONFORMANCE WffH CONDffX)NS APD STAPDAMS N EFFECT. THIS PLAN SHEET SUPERSEDES PREVIOUSLY APPROVED PLAN No. 1488, APPROVED ON 12/11/87. CONSTRUCTION NOTES AND QUANTITIES ITEM DESCRIPTION QUANTITY w CONSTRUCT 8' VCP SEWER MAIN EXTRA STRENGTH VCP WITH COMPRESSION JOINTS 1209 LF O CONSTRUCT 4' STANDARD PRECAST MANHOLE PER CIN OF FONTANA STD. 2001 5 EA O CONSTRUCT 4' VCP SEWER LATERAL 2 EA O CONSTRUCT 8' VCP STUB AND PLUG 3 EA O INSTALL 8" VCP WI1H SPECIAL CONCRETE ENCASEMENT PER DETAIL ON SHEET 2. 20 LF O FOOTHILL BLVD LF O INSTALL SEWER CLEANOUT PER CIN OF FONTANA STD. 2004 1 EA O EXCAVATE USING STANDARD TRENCH REPAIR PER CIN OF FONTANA STD. 1008. ROUTE 66 LF O REMOVE AND REPLACE EXISTING CROSS GUTTER 90 LF ¢ FLOW UNE TW TOP OF WALL TF TOP OF FOOTING � w w > L J ¢ ¢ Q ¢ w � z w � W ¢ w w z ¢ w Q Z ¢ w w z w > ¢ w J z z 10 Q 1: 1: ARROW BOULEVARD ARROW BOULEVARD _ � w W U Z � W SEE SHEET 3 J 0 VALENCIA COURT_ VALENCIA AVENUE CERES AVENUE SEE SHEET 2 w MERRILL AVENUE <r - CM � �P�P INDEX MAP NOT TO SCALE 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING. STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED, APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOUM OF TM &IMOVBWEM NOT COMbB4W VWM TWO YEARS OF TM DATE OF APPROVAL SHOWN LEON APD CAS FOM N A DLIGENT MANS„ THE CITY MAY RE AM FEVNWM TO THE PLANS TO BRNO TFBIA INTO CONFORMANCE WffH CONDffX)NS APD STAPDAMS N EFFECT. THIS PLAN SHEET SUPERSEDES PREVIOUSLY APPROVED PLAN No. 1488, APPROVED ON 12/11/87. CONSTRUCTION NOTES AND QUANTITIES ITEM DESCRIPTION QUANTITY O7 CONSTRUCT 8' VCP SEWER MAIN EXTRA STRENGTH VCP WITH COMPRESSION JOINTS 1209 LF O CONSTRUCT 4' STANDARD PRECAST MANHOLE PER CIN OF FONTANA STD. 2001 5 EA O CONSTRUCT 4' VCP SEWER LATERAL 2 EA O CONSTRUCT 8' VCP STUB AND PLUG 3 EA O INSTALL 8" VCP WI1H SPECIAL CONCRETE ENCASEMENT PER DETAIL ON SHEET 2. 20 LF O CONSTRUCT 8" VCP SEWER LATERAL AND PLUG 62 LF O INSTALL SEWER CLEANOUT PER CIN OF FONTANA STD. 2004 1 EA O EXCAVATE USING STANDARD TRENCH REPAIR PER CIN OF FONTANA STD. 1008. 1209 LF O REMOVE AND REPLACE EXISTING CROSS GUTTER 90 LF QUANTITIES SHOWN ON THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. 'OV FESS%pti.. STEPHEN W. S Z: 1Cn CCIVIL Z �C 1FORN�P coet WoU SI��1i�3S 01A SC. Ai f�tG • 331.61Qo TAx 62G-'S3A•Gtc G N LEGEND PROPERTY BOUNDARY UNE FS FINISHED SURFACE CENTER UNE GB GRADE BREAK - - FLOW LINE HP HIGH POINT -160- CONTOUR R PROPERTY UNE m RETAINING WALL RW RIGHT OF WAY BW BACK OF WALK SD STORM DRAIN FF FINISHED BOOR SW SEWER FG FINISHED GRADE TC TOP OF CURB FH FIRE HYDRANT TG TOP OF GRATE FL FLOW UNE TW TOP OF WALL TF TOP OF FOOTING UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6240 CONTACT RON CARDENAS AGM SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8407 CONTACT: DAVE PADILLA Development Resource Conoultan* Inc. oQRpFESS/p� Civil Engineering • Land Surveying • Land Planning p A U l 80 S. ROCHESTER AVE., SUITE 4C, ONTARIO, CA 91761-8171 230 -5241 -PH (909) 230 -5246 -FAX � �, y z c� #- MA m cn No. 41308 m r:T,' * Exp. 3/31 /09 * ,/ (Z (C)? sjgT�. C V �� STE E REINER, P.E. R.C.E. 41308 DATE OC Designed by: Drawn by:- Checked by. MW MW SR SEKR CITY OF FONTANA 8353 SIERRA AVENUE 3939 EAST CORONADO STREET 2ND FLOOR FONTANA, CA 92335 ANAHEIM, CA 92806 (909) 350-6632 (951) 359-2255 CONTACT: LEE CORBY QHMIDEVELOPER WATER SAN GABRIEL VALLEY WATER COMPNAY FONTANA WATER COMPANY 11142 GARVEY AVENUE 8440 NUEVO AVENUE EL MONTE, CA 91733 FONTANA, CA 92225 (626) 448-6183 (909) 822=2201 CONTACT: FRANK LOGUIDICE CITY OF FONTANA, CALIFORNIA PUBLIC SANITARY SEWER IMPROVEMENT PLANS DRAWNMW ARROW BOULEVARD AND SCALE: ".T.S. o`�`"m TOI<s�.Yv AVENUEMW oar OCT. zoos owc. No.CHECKED BY: OVED BY: 7 -:�, alzc_�/ i. 9 4356 -OF V M ti GI