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Home My WebLink About1207-1GENERAL NOTES SEWER IMPROVEMENT' PLANS 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PIANS AND TOTHEREQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS'o PUBLIC WORKS SOUTHRIDGE. VILLAGE DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS PHASE �I DEPARTMENT PRIOR TO START OF ANY WORK NITHIN THE CITY LIMITS. 3. STATIONIM6 REFERS TO THE CENTERLINES OF SEVER EXCEPT WHERE OTHERWISE FONTAN �CA. LIFO R N I A NOTED. M. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING Of STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE MALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (S) FEET IN DEPTH SMALL 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 a . BE EXPECTED. i. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. E. ALL MANHOLE FRAMES AND COVERS SHALL DE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR 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, ✓URUPA ��.AVENUE 10. ADEQUATE STAKES SHALL DE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO � CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL DE PROVIDED BY THE CONTRACTOR TO THE CITY Of FONTANA, SO. CA. £D/SON 12. ALL SEWER MANHOLE StU85 SHA LL- SEALED DY A CAP OR SYOPPER df THE SAME I EASEMENT MATERIAL AS THE PIPE. THE STOPPER OR CAP SHALL BE INSTALLED IN A MANNER SUCH THAT IT MAY BE REMOVED WITHOUT DAMAGING THE PIPE. THE CAP SHALL MAINTAIN A WATERTIGHT SEAL. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY W / MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED � ` � SNA DON' DRI VE Q DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 14. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: SCALE I"=500'1 ,�I a0• ori\ �1� SHT. �y� � /7�O CITY OF FONTANA a O' / 8353 SIERRA AVENUE I \\ CSI �( N �1� FONTANAO CALIFORNIA 92335 5�� TELEPHONE (714) 823-3411 S0. CALIF. GAS COMPANY - DISTRIBUTION FACILITIES II� I � p � � o v / 570 4TH STREET, P.O. BOX 22 i pal / � � At SAN BERNARDINO, CALIFORNIA 9240E TELEPHONE (714) 884-9411 OR (800) 422-4133 50. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT .000 .000 2191 BIRCH STREET �---SUE VP � ` N� '10BREA, � CALIFORNIA 92621 MARLA��\ l �% TELEPHONE (714) 529-2889 OR (800) 422-4133 � � � � SOUTHERN CALIFORNIA EDISUN COMPANY � %� �` __ � ` 0 1351 E. FRANCIS AVENUE, P.O. BOX 513 � F0 ONTARIO,p CALIFORNIA 91761� . TELEPHONE (714) 947-2996 UNDERGROUND POWER _ � � \P MJF. •� j U 14) 875-5100 - TRANSMISSION ' / � yP' p• (213) 637-1233 PIPELINES, OR (800) 422-4133 Q 0`1 GENERAL TELEPHONE COMPANY co 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERN. COUNTY FLOOD CONTROL DISTRICT / 825 EAST THIRD STREET ,� / ANrON CRSS G14/VE SAN BERNARDINO, CALIFORNIA 92408 s TELEPHONE (714) 383-1665 PACIFIC TELE�PHON �fTELEGRAPH COMPANY i 3073 ADAMS STR T �� RIVERSIDES CALIFORNIA 92504 / J�( /%( SN(.�� S TELEPHONE (714) 359-2585 OR (800) 422-4133 10,OA PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR*OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXij•iATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE frk'HE NATURE OF EXISTING GROUND AND/Old THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED C6Av""1"RUCTION AREA iM EDIATELY PRIOR TO CONSTRUCTION. 3• 'VHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. tT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR GTRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL, RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. t �mo SLOVEN AVS: PROJECT SITE VICINITY MAP NTS CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER ITEM QUANTITY UNIT I 40 INSTALL STANDARD 4811 PRE -CAST MANHOLES PER CITY COM)'' CTE 907o A D 7O •. . OF FONTANA STANDARD DETAIL 112 41 EA. 0 ADJUST MANHOLE COVERS TO FINAL GRADE'S PER CITY. Ln A � OF FONTANA STANDARD DETAIL 109 - 46. EA. 41 INSTALL 8t1 EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 9,492 L.F. 2 INSTALL 8f1 WATER TIGHT PLUGS W/TIGHTENING BANDS 27 EA. IriSTALL 72" MANHOLE PER C.S.M W.D. STD. AND PER 43 DETAI L SHOWN ON SHEET 9. EA, 45 INSTALL 1511 EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY Of FONTANA STANDARDS AND SPECIFICATIONS 2,041 L.F.. OINSTALL DROP MANHOLE PER CITYOFFONTANA STANDARD .. DETAIL I11 'S EA. S1 INSTALL 1211 EXTRA STRENGTH VITRIFIED CLAY P I PrE PER CITY OF FONTANA S,TANDA -t- AND SPECIFICATIONS 4933 L.F. 52 INSTALL 10" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDSMANO' SPECIFICATIONS 2,134 L.F. 53 CONSTRUCT CV RCRETE ENCASEMENT PER DETAIL AS SHOWN ON SHEET 1 350 L.F. 55 INSTALL 1011 WATER TIGHT PLUGS W/TIGHTENING BANDS 1 E.A. 5 8 INSTALL 411 WATER TIGHT PLUGS W/TIGHTEN TNG BANDS - 2 E .)k. 59 INSTALL 4t1 WYE PER CITY OF FONTANA STANDARDS AND, SPECIFICATIONS 12 EA SELECTED NAT/VE ' �r `� ` '• • :• .: •'• : �:; • SOIL /"MAX. SIZE •� • . • . , ' . nl COM)'' CTE 907o A D 7O •. . Ln A IYPICAL BE ING TOR 8"VCP 1 -OR-, DEEPER AND.10"VCP OR LARGER NO SCALE ONE LAYER OF' 15 1b. BUILDING PAPER AS BOND BREAKER AROUND PIPE .4ND- COUPLI NGS• 4" COUPLIN 4" 4IN 1 0. D. I MIN. a PROVIDE FLEXIBLE JOINT .0 . •• j.- . . EXTERIOR TO AND WITHIN �"''�• 1' OF ENCASEMENT ENDS.�o:: INS CLASS I CONCRETE (OVER IS" REQUIRES SPECIAL DESIGN) CONCRETE ENCASEMENT' NO SCALE" -- f " MAXI MUM SIZE SEL ECT ED NATIVE BEDDING + COMPACTED TO 90 °o Q o - s • tR TYPICAL E3EDDIN'G- FOR 8 V C P LES53 THAN'' 101 DEEP NO SCALE