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Home My WebLink About1619-1.-a GENERAL NOTES ------ J 1.- II r t PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. G•�' GENERAL NOTES ------ J 1.- THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS. G•�' PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING I G REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE G.100c, OTHERWISE NOTED. 4.. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. tx I S r - NG` UNDERGROUND HJT i L I T E,ARE AS PER AVA I LABLE RECORDS. THE CONT`R COR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE C5l FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTORCSI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED V BELOW FINISHED GRADE BY SEWER CONTRCTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS. STREET CENTERLINE MONUMENTS. OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS WITH A PLUG AT THE jE'A752W1_'_`___. LINE UNLESS OTHERWISE NOTED. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CONSTRUCTION OF SEWER MANHOLES SHALL BE PER CITY OF FONTANA STANDARD DETAIL 112. 18.'4CONTRACTOR SHALL 60ORDINATE CONSTRUCTION WITH ALL UTILITIES AND %OTHER IMPROVEMENTS INCLUDING. BUT NOT LIMITED T0, GAS. TELEPHONE. (ELECTRICAL. LIGHTING. TELEVISION CABLE, LANDSCAPING. IRRIGATION. J DOMESTIC WATER, RECLAIMED WATER. SEWER. STORM DRAINAGE. FLOOD CONTROL SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES. NOTIFY: CITY OF FONTANA --------------- 8353 SIERRA AVE. FQNTANA, CA. 923135 (77141 350-7610 SO. CA. GAS CO. -DISTRIBUTION FACILITIES --------------------------------------- 570 4TH ST. P.O. BOX 6226 SAN BERNARDINO. CA. 92408 (7141 884-9411 OR 1800) 422-4133 90. CA. GAS CO. -TRANSMISSION DEPARTMENT 2191 BIRCH ST. -BREA.CA. 92621 (714) 529-2889 OR C8003 422-4133 SO. CA. EDISON CO. ------------------ 1351 E. FRANCIS AVE. P.O. BOX 513 ONTARIO. CA. 91761 17141 947-2996 - UNDERGROUND POWER [7141 875-5100 - TRANSMISSION 12131 637-1233 - PIPELINES. OR (800) 422-4133 GENERAL TELEPHONE CO. --------------------- 245 N. MOUNTAIN VIEW AVE. POMONA* CA. 91766 (213) 357-2257 OR 08041 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT -------------------------------------------- 825 E. 3RD ST. SAN BERNARDINO. CA. 92406 (7141 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY -------------------------------------- 3073 ADAMS ST. RIVERSIDE. CA. 92504 (714) 359-2585 OR (8001 422-4133 FWER pry ov�,y r •�s ,�iyo r,P,�.v �,e 4Ws Gro iU D,eE' G'/1y0f/G'E IMPROVEMENT TRACT, No. 1 3954 0 .0 - INDEX MAP CONSTRUCTION NOTES AND ESTIMATED QUANTITIES* 1. REMOVE PLUG AND JOIN EXISTING 2. CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN 3. CONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL HOUSE CLEANOUT PER CITY OF FONTANA STD. DETAIL,125 AND 125A 4. CONSTRUCT STANDARD PRE-CAgT MANHOLE PER CITY' OF FONTANA STD. DETAIL 112 5. CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. DETAIL 128 6. CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT PER DETAIL ON SHEET 1 7- COA157'.RbIG r rSeMIA14L A44AIA10tZ Al�;C STD. BENCHMARK: CITY OF FONTANA BENCHMARK NO. 378 CIRCUIT NO. 67-5. 30d NAIL IN P.P. (NO A/l1Mj SW COR . BEECH & FOOTHILL ELEV. 1267.84 DATE 9/67 QUANTITY UNIT 32� G•�' G.100c, v�• PANS 8" v . C . P . ENCASEMENT DETAILS /,v / 1. EXTEND BOTH ENDS.OF CRADLE OR ENCASEMENT TO A POINT ONE INCH SHORT OF 1ST PIPE JOINT BEYOND LOCATIONS. SPECIFIED ON PLAN. x-50, ,yn¢,W,V 2. APPLY. FORM. OIL. THIN PLASTla +.• :, . + SHEET..._DR OTHER_ ACCEPTABLE-MATER.t&- •. TO PIPE, TO PREVENT BOND BETWEEN. •H PIPE ANb CONCRETE /►'' ' 3. USE CLASS B CONCRETE FOR ALL �•• CASES.;.~• SPECIAL CONSTRUCTION, CONSTRUCT 8" C.Y.P. VITH MECHANICAL. JOINTS OR 8"V.C.P. WITH SPECIAL CONCRETE ENCASEMENT PER DETAILS ABOVE OR 8'.V.. C.. P .. GROUTED IN CONT I N I OUS..STEEL .SAS.I NG.. LENGTH SHALL BE 5' CLEAR EACH WAY. FROM. WATER MAIN. SPECIAL CONSTRUCTION WILL BE NECESSARY. WHERE SANITARY- SEWER ANITARYSEWER MAINS OR LATERALS HAVE LESS. THAN _12". OF CLEARANCE BETWEEN THE BOTTOM OF THE WATER MAIN AND THE TOP OF THE SEWER SPECIAL CONSTRUCTION WILL BE NECESSARY. WHERE. THE CLEARANCE BETWEEN THE BOTTOM OF A STORM. DRA I N. AND THE TOP OF THE SEWER MAIN IS BETWEEN 6". J1ND 1$"_ THIS CONDITION IS. NOT ANTICIPATED ON THIS. PROJECT, I .a,�o Ecr �rcc Aft h � c 7Y NT�t t; El RSg�,�