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Home My WebLink About1583-1W W w Ld V) N fN O O , N � fit 1 COP/ED Fi nV DiCl6rlAIAL AS BU/L TIS OF IVIeE' /14AMMEDI .3 /3/30 A//Y! FDYALZ •~ SO.UTH R I DG E V1 LLAGE PHASE 3 FONTANA CALIFORNIA OFF-SITE SANITARY SEWER . _ 1. TITLE SHEET 2, PLAN AND PROFILE FOR: DECLEZ CHANNEL FROM STATION .+00.00 TO STATION 7+18.0 3. PLAN AND PROFILE FOR: DECLEZ CHANNEL FROM STATION 11+00.00 TO STATION 25+00.0 4. PLAN AND PROFILE FOR: DECLEZ CHANNEL FROM STATION '+63.82 TO STATION 14+42.3 5. PLAN AND PROFILE FOR: DECLEZ CHANNEL FROM STATION 11+42.34 TO STATION 22"+39.9 6. PLAN AND PROFILE FOR: DECLEZ CHANNEL FROM STATION 2'+39.93 TO STATION 29+72.0 7. PLAN AND PROFILE FOR: DECLEZ CHANNEL FROM STATION 21+72.00 TO STATION 36+43.4 8. PLAN AND PROFILE FOR: BEECH AVENUE FROM STATION. 1+00.00 TO STATION 10+50.0 9. PLAN AND PROFILE FOR: BEECH AVENUE FROM STATION 1)+50.00 TO STATION 18+47.0 10. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 20.+00.00 TO STATION 209+75.0 11. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 20)+75.00 TO STATION 217+00.0 12. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 21F+00.00 TO STATION 227+00.0 13. PLAN AND PROFILE -FOR: JURUPA AVENUE FROM STATION 22,+00.00 TO STATION 236+00.0 14. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 2-T+00.00 TO STATION 244+00.0 15. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 241+00.00 TO STATION 254+00.0 16. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 251+00.00 TO STATION 262+00.0 17. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 2(2+00.00 TO STATION 270+00.0 18, PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 27)+00.00 TO STATION 280+00.0 ' 19. PLAN AND PROFILE FOR: JURUPA AVENUE FROM STATION 2E)+00.00 TO STATION 291+00.0 20. DETAILS _ - - DETAILS 122. DETAILS X23. SUMMARY OF QUANTITIES �j f OFF SITE LEGEND a ABBREVIATIONS --0-- SANITARY SEWER AND MANHOLE. PRC POINT OF REVERSE -CURVATURE. V.C.P. LIST OF STANDARD DRAWINGS • SANITARY SEWER MANHOLE Ri W CITY OF FONTANA DEM OF PUBLIC WORKS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR STORM DRAIN, 109 Std. M.H. FRAME AND COVER AND REINFORCED CONCRETE COLLAR �,�• ' I EG4 D DRAWING 110 Std. BRICK M. H. .1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED IY THE OWNER OR OTHERS, AND THOSE c III =Std. DROP M. H. SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 112 -Std. PRE -CAST ' 113 Std. &UNCT40N M.H. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IETERMINE THE NATURE OF EXISTING 114 TYPICAL M.N. JUNCTIONS GROUND AND/OR THE FINISHED GRADE IN THE VICINITY )F THE PROPOSED yECONSTRUCTION AREA OFF SITE IMPROVEM.7.NTS III N.T.S. SYMBOLS,- LEGEND a ABBREVIATIONS --0-- SANITARY SEWER AND MANHOLE. PRC POINT OF REVERSE -CURVATURE. V.C.P. LIST OF STANDARD DRAWINGS • SANITARY SEWER MANHOLE Ri W CITY OF FONTANA DEM OF PUBLIC WORKS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR STORM DRAIN, 109 Std. M.H. FRAME AND COVER AND REINFORCED CONCRETE COLLAR �,�• ' I EG4 D DRAWING 110 Std. BRICK M. H. .1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED IY THE OWNER OR OTHERS, AND THOSE c III =Std. DROP M. H. SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 112 -Std. PRE -CAST ' 113 Std. &UNCT40N M.H. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IETERMINE THE NATURE OF EXISTING 114 TYPICAL M.N. JUNCTIONS GROUND AND/OR THE FINISHED GRADE IN THE VICINITY )F THE PROPOSED yECONSTRUCTION AREA IMPROVEM.7.NTS III N.T.S. SYMBOLS,- LEGEND a ABBREVIATIONS --0-- SANITARY SEWER AND MANHOLE. PRC POINT OF REVERSE -CURVATURE. V.C.P. VITRIFIED CLAY PIPE. SS MH SANITARY SEWER MANHOLE Ri W RIGHT -OP -WAY SD STORM DRAIN, : ADD SEWER U AT SU 251+90,15 J.P. 2 10f 15 IMMEDIATELY PRIOR TO CONSTRUCTION. 116 JUNCTION STRUCTURE 07 - -- TEST HOLE PER SOILS REPORT 118. Std. BARRICADE �QQ� D 9!F P.C.C:: POINT OF COMPOUND CURVATURE AL. HOUSE CLEANOUT 3.�• THE CONTRACTOR - IS REQUIRED TO TAKE DUE PRECAU'IONARY MEASURES TO PROTECT THE 125 SEWER -LATER UTILITIES OR STRUCTURES FOUND AT THE SITE. . •IT SHALL BE THE CONTRACTOR'S 125-A SEWER CLEANOUT BOX RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE 128 SEWER TERMINAL CLEAN-OUT * R.C.E. NO. 56155 * - STARTING WORK. 129 UNDER GROUND UTILITY LOCATION Exp. 12-31-16 r ,- 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE. MAY BE JOINING, CROSSING OR 131 STANDARD TRENCH REPAIR 9I' CI��`. Q� 0 PARALLELING PRIOR TO ANY CONSTRUCTION TO VERI Y BOTH HORIZONTAL AND VERTICAL FOR�ONLY OF LOCATIONS. ANY CONFLICT OR DISCRQPANCY SHALL BE BOUGHT TO THE ENGINEER'S ATTENTION CA PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACEPTS FULL RESPONSIBILITY FOR ANY QvpfESS/ p4,� COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. No. 11 X4'3 i. x fxp"4r� f JI,9T CI VI ��Q• FOF CA1.1i0 �APPROVED •ASL ARCADA (818)447-4494 Consulti'ng IANA (714)250-5525 ' • PALM SPRINGS (619)320-4220 _ , ��543 - RANCHO CUCAMONGA (714)989-8983 R.E. CAMARILLO (805)388-234.1 WILLIAMt��EXP �6 - 3(7- 89 BY : ADD SEWER U AT SU 251+90,15 J.P. 2 10f 15 �,�• ' I EG4 D DRAWING '/4510 /s•If. q N0, t7ESCRIPTIOF! -. ENGR; APPR DATE•• - CITY DATE APPR. , " DESK3NED BY Hg DRAWN BY 41 A, CHECKED BY S H DATE 3 -/7-88 SCALE NONE FILE NO. 1400. 9 ►�) R E V I S 10 N S ENGINEER: 0 Thieves Englneoliwg 1170. Q CML ENG/NEER/NG •LAND SURVEYING 14349 F/RESTONE BOULEVARD LA M/RADA, C.4LlFORNIA 90638 PH.(714)521-4811 FAX(714)521-4173 R C. E. //543 i x. 1 RI tea- _ _ \ f � • �-L i FONTANA f_�j f PROJECT 'oo~ AREA -1 SAN 9MARDINO CO. - ' „��N• RIVERSIDE CO. . JURUPA HI�LB VICINITY MAP GENERAL NOTES N.T.S. ' 1. THE CONVSTRUCTION OF ALL PUBLIC IMPROVEM TS SHALL CONFORM TO THESE PLANS AND TO THE REQUIRE=MENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF • FONTANAI. REFER TO DEFINITIONS AND TERMS N CITY STANDARD SPECIFICATIONS. 2. CONSTRUICTION PERMITS SHALL BE OBTAINED FR M FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.; 3. STATIONIING REFERS TO THE CENTERLINES OF Si ER EXCEPT WHERE OTHERWISE NOTED. ! 4. ALL UNDERGROUND WORK SHALL BE COMPLETED P OR TO PAVING OF STREETS. • 5, EXISTINIG UNDERGROUND UTILITIES ARE AS PER' VAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONS>IBLE FOR VERIFYING THE. ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE ' EFFECTI=VELY GUARDED BY A SHORING.SYSTEM, SLOPING OF ,THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE FEET IN D RTH SHALL AL$,O-BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE' XPECTED. 110 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT0 PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBIED •IN NOTE 2 ABOVE FROM CALIFORNIA-- TATE DIVISION OF INDUSTRIAL, SAFER. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C �STRUCTION,',�ECTION 306-1,.1.6. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CO 'TRUCTED 6" BELOW. FINISHED GRADE BY SEK ERi•' AND SHAILL BE RAISED TO GRADE BY PAVING CONTACTOR AFTER COMPLETION OF PAVING. _`� - W ) �I 9. REFER T�0 CITY OF FONTANA, UNDERGROUND UTILI Y LOCATION STANDARD -DETAIL 129. i - - W a' 10. ADEQUATfE STAKES SHALL BE SET BY THE ENGIN .R TO_ ENABLE THE CONTRACTOR TO. CONSTRUCT - THE WORIKS TO THE PLAN GRADES. W 11. AS BUIILT" DRAWINGS SHALL BE PROVIDED BY THE -CONTRACTOR TO THE CITY OF FONTAA. � 12. ALL SEWIE � ,., Y•' ,.. R MANHOLE STUBS SHALL BE SEALED IN, ONP'0R>►�IANC& WITH C0.N3*Ut'I - No ,.j -Ls NOTE L. - THE STOPPER OR CAP SHALL BE IN TALLED -•IN A MANNER SUCH THAT IT M�IY BE , • REMOVED WITHOUT DAMAGING THE PIPE. THE CAP HALL MAINTAIN A WATERTIGHT SEAL. 13. THE CONiTRACTOR SHALL BE RESPONSIBLE FOR THE ESETTING OF ANY SURVEY MONUMENTS, -STREET � CENTERLINE MONUMENTS, OR BENCH MARKS WHICH A DISTURBEq DURING CONSTRUCTION WHETHER THEY PRIE OR ARE NOT SHOWN ON THE PLANS. 14. CHIS: M SHALL BE PLACED ON THE CURB OVER LO ATIONS OF SEWER LATERALS BY THE SEWER-' • CONTRAC'TOR. :I 15. IT SHAL-L BE THE CONTRACTOR'S RESPONSIBILITY 0 VERIFY THE HORIZONTAL LOCATION AND' ~•� VERTICAIL ELEVATIONS OF ALL UTILITY CROSSINGS OR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEMER. -ANY. DISCREPANCIES SHALL BE M 'E IN WRITING- TO THE OWNER PRIOR TO ,,ONSTRU(CTION. ._ 16. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVE- I • MENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LA_SCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, STORM DRAINAGE, FLOOR CONTRO'f SYSTEMS, ETC. FORTY-EIGHT HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITES, NOTIF. ' CITY OF' FONTANA �GENERAL TELEPHONE COMPANY 8353 SIERRA AVENUE = 245 NORTH MOIJNTA'IN VIEW AVENUE FONTANAI, CALIFORNIA 92335 ,y POMONA, CALIFORNIA 91766 724/350)-7610 213/357-2257 800/422-4133 SOUTHERN CALIFORNIA GAS COMPANY SAN BERNARDINO COUNTY FLOOD CONTROL DISTRIMUTION FACILITIES AND WATER CONSERVATION DISTRICT 570 4TH1 STREET 825 EAST THIRD STREET P.O. BO)X 6226 SAN BERNARDINO, CALIFORNIA 92408 SAN BER;NARDINO, CALIFORNIA 92408 714/383-1665 714/8841-9411 _ 800/422'-4133 _ _ ___ - • -_ SOUTHERN CALIFORNIA GAS COMPANY PACIFIC TELEPHONE AND TELEGRAPH COMPANY , TRANSMISSION DEPARTMENT 3073 ADAMS STREET 2191 BIIRCH STREET RIVERS bE, CALIFORNIA 92504 BREA, CALIFORNIA 92621 714/35-2585 714/5291-2889 860/42,2-4133 800/422'-4133 - .� - --- _ - - - -- - ,i METROPOLITAN WATER DISTRICT SOUTHERM CALIFORNIA EDISON COMPANY -OF-SOUTHERN CALIFORNIA T3351 EAST FRANCIS AVENUE ' (213/250-643?) P.O,. BOA 513 - ♦f ONTARIOi, CALIFORNIA 91761 j COMCAST i• 714/Y47.'-2996 --UNDERGROUND- POWER 'COMCAST---CABLEVISION • 714'/875;-5100 -- TRANSMISSION '��,� , 1257 W. BROOKS STREET - 213/637.-1233=__ PIPELINES ONTARIO, CALIFORNIA 91762 • 800/422'.-4133 (714/983-9895)' C(TY OF FONTANA BENCH MARK -RR SPIKE ON PP #-67432 OE AT : PUBUC WORKS `DEPARTMENT THE INTERSECTION OF JURUPA opAwN By D EVIL�AGE SCALE AVE.AND MULBERRY AVU41JIE SOUTHRI G E L E V. 918.40 1 - -N A fj S oESIc�vEo BY T•I T L E- S H tE T • o4TE . CHECKED BY USM DR. NO.: SHEET APPROVED3 5- 1 8 3- -1 O F 23 38