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HomeMy WebLinkAbout2084-1DICxm GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER, AND IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 1991 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF WORK. CHINO BASIN MUNICIPAL WATER DISTRICT SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES, METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORIS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED PRIOR TO CONSTRUCTION. 5. "AS BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY. THE CONTRACTOR. 6. ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 7. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 8. PRIOR TO CONSTRUCTION OF THE SEWER LINE THE CONTRACTOR SHALL EXPOSE THE EXISTING SEWER LINE WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON THE PLANS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FROM THE VARIOUS UTILITY COMPANIES THE EXACT LOCATIONS OF THEIR IMPROVEMENTS. ALL REASONABLE PRECAUTIONS SHALL BE TAKEN TO PRESERVE AND PROTECT ANY SUCH IMPROVEMENTS WHETHER SHOWN ON THE PLANS OR NOT. THE COST OF DAMAGES DONE FOR UNDERGROUND IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. 10. ALL EXCAVATIONS SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR. SAFETY AND IN THE MANNER SET 'FORTH IN THE OPERATION RULES, ORDERS AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. 11. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR DUST AND SAND CONTROL. WHENEVER THE ENGINEER DETERMINES THAT DUST OR SAND IS A NUISANCE TO THE PUBLIC THE CONTRACTOR SHALL APPLY WATER OVER THE NECESSARY AREA AND IN SUFFICIENT AMOUNTS TO ALLEVIATE THE NUISANCE. FULL COMPENSATION FOR DUST CONTROL SHALL BE CONSIDERED AS INCLUDED IN THE PRICES PAID FOR THE VARIOUS CONTRACT ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. 12. BACKFILL PLACED AROUND AND OVER THE PIPE SHALL BE PLACED EVENLY ON EACH SIDE OF THE PIPE FOR THE FULL WIDTH OF THE TRENCH IN LAYERS OF ABOUT 12 INCHES IN DEPTH. EACH LAYER SHALL BE THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF NINETY-FIVE PERCENT (95%) BY THE USE OF VIBRATORY OR OTHER APPROVED COMPACTION EQUIPMENT. 5,L TOLL FREE 00-422-4133 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF. CONSTRUCTION NOTES CONSTRUCT 6" DIAMETER DUCTILE IRON CLEAN-OUT — 6" MJ WYE AND 6" MJ X PE 450 BEND. PROVIDE 6" THREADED PLUG 6" BELOW SURFACE. USE CLEAN-OUT BOX PER BROOKS PRODiUCTS NO.37 WITH TRAFFIC COVER. CONSTRUCT 6" DIAMETER DUCTILE IRON CLEAN-OUT — 6" MJ X PE 900 BEND. PROVIDE 6" THREADED PLUG WITH COVER. CLEAN-OUT FRAME AND COVER PER ALHAMBRA FOUNDRY NO. A-1240 FOR AREA WITHIN STREET, AND USE CLEAN-OUT BOX PER BROOKS PRODUCTS NO.37 WITH TRAFFIC COVER IN DIRT AREAS. CONSTRUCT 6" DIAMETER DUCTILE IRON 90'0 BEND — 6" MJ WYE AND 6" MJ X PE 450 BEND. CONSTRUCT 6" P.V.C. (AWWA C900 CLASS 100 PIPE). ESTIMATE OF QUANTITIES NO. ITEM QUANTITY UNIT REMARKS 1. 6" D.I. CLEAN OUT 1 EA PER CONST. NOTE 1 2. 6" D.I. CLEAN OUT 2 EA PER CONST. NOTE 2 3. 6" D.I. 900 BEND 2 EA PER CONST. NOTE 3 4. 6" P.V.C. PIPE (AWWA C900) 1040 LF CLASS 100 ENGINEER'S NOTICt TO CONTRACTORS 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED'BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTORS, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER FOR BONDING PURPOSES ONLY. ALL CONTRACTORS ARE HEREBY NOTIFIED TO PROVIDE THEIR OWN QUANTITY DETERMINATION AND A BID BASED ON A COMPLETE JOB IN CONFORMANCE WITH THE APPROVED PLANS AND ALL GOVERNING AGENCIESS, REQUIREMENTS. in oil& U330 Orc BOYLE1 AVE. PROJECT LOCATION SAN BERNARDINO FRWY. SLOVER AV E. -VICINITY. MAP N. T. S. SANTA ANA AV E. 0 0 0 icc LLJ CL m cc 0 z z Lu z LU F- Lu a _j _j -VICINITY. MAP N. T. S.