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HomeMy WebLinkAbout2104-111 GENERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONi TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS'AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF S 7 A E E7. 'PROJECT SHEET INDEX 4. CURB DATA REFERS TO THE FACE OF THE CURB,' SEWER 5. ALL EXPOSED CONCRETE SHALL CONFORM'IN GRADE, COLOR AND STORM DRAIN TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL- ALSO BE FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. PAVING 6. PAVEMENT SECTIONS &HOWN ARE MINIMUM AND. SUBJECT TO STRIPING 11,060 REVISION AND APPROVAL OF THE CITY AS REQUIRED BY S O -ILS TEST 17. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK TAKEN AFTER COMPLETION OF ROUGH GRADING. WITHIN THE CITY LIMITS. 7. ALL 'UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3. TERMINATE ALL 4" HOUSE SEWER LATERALS I' OUTSIDE THE LOT STREETS. WITH A PLUG. REFER TO DETAIL IN THE SPECIFICATION PACKAGE. 8. EXISTING UNDERGROUND UTILITIES SHOWN ARE PER A SEARCH OF 35 JOIN TO EXIST. MANHOLE AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 4. ADEQUATE STAKES SHALL 13E SET BY THE ENGINEER TO ENABLE TH E COMPUTER POINT VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 20. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. OR POWER POLES. WATER METERS, VALVES, HYDRANTS, IRRIGATION 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WIT14 CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE (10) AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER 22. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. CONCERNED BEFORE CONSTRUCTION BEGINS. 1 COMPLETION OF PAVING. 6. -AS-BUILT- PLANS SHALL BE PROVIDED TO THE CITY BY THE COMPACTION OF 90%. 01 24. PRIOR TO CONSTRUCTION OF WATERr, SEWER ANDIOR STORM DRAIN 10. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND STANDARD DETAIL 129. VERIFY THEIR ELEVATION AND LOCATiON. APPROVAL BY THE CITY OF 11. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL OF THEIR LATERALS. IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR UTILIT'ES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO LOCATION AS SHOWN ON PLANS. 9. MANHOLE FRAMES AND COVtRS TO BE CONSTRUCTED BY THE SEWER GAS, TELEPHONE,/ELECTRICAL, LIGHTING, TELEVISION CABLE, CONTRACTOR 6- BELOW FINISHED SURFACE GRADE AND UPON - 25. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO SAME TO FINISHED GRADE. RECLAIMED WATER, SEWER, STORM DRAINAGE. FLOOD CONTROL SYSTEM,ETC. 26. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN 12. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE coN'TRACTOR TO 11. THE SEWER CONTRACTOR'SHALL BE FULLY RESPONSIBLE FOR THE THE CITY OF FONTANA. 27. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS 13. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE NOT. ENGINEER Ok---,-A LICENSED LAND SURVEYOR. SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL 7 BASSIS OF BEARINGS:- Underground Service Alert IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE MARK REVISIONS OWNER'S REPRESENTATIVE. Call: TOLL FREE 14. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. S890 49'00"W FOR � OF SHTS. 1-15 SHTS. 1-9 SHTS P2-PI4 SHTS S1 & S2 10. N%J 1 t= %*;1r1ALL t= I-LAU U UN HL I tlt= 1-UHMb ANU HLINt-UHUINU STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. SEWER NOTES: w k 0 A 0 An 2 L 6)p 8 27 SCALE 1" 400, 28 w _j 291 7 HIGHLAND -AVE. TORREY AVE. 5 6 25 �E�l 3-7 14 1 11 10 TF 7, ---)Tc 30 8 22 171 1211 311 It LLi iz LLj 23, 181 13 ii �LLi .321 > 0 V) < ca z D < cy- w 0 0 24 14 1 33 1-0) 1 2� 13 1 3 16; THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 6 r(7 ITEM' DESCRIPTION 3-4 A TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL- ALSO BE THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD GUARDED WHEN EXAMINATION INDICATED HAZARDOUS GROUND SPECIFICATIONS DATED 1975)AND THE STANDARD SPECIFICATIONS MOVEMENT MAY BE EXPECTED. FOR PUBLIC WORKS CONSTRUCTION. 11,060 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA 17. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 16 ABOVE WITHIN THE CITY LIMITS. FROM CALIFORNIA STATE i DIVISION OF INDLISTRIAL SAFETY. SEE INDICATES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3. TERMINATE ALL 4" HOUSE SEWER LATERALS I' OUTSIDE THE LOT SECTION 306-1-1.6. WITH A PLUG. REFER TO DETAIL IN THE SPECIFICATION PACKAGE. 4 SEWER PLUG 35 JOIN TO EXIST. MANHOLE 1 4. ADEQUATE STAKES SHALL 13E SET BY THE ENGINEER TO ENABLE TH E COMPUTER POINT CONTRACTOR TO CONSTRUCT THE WORK To THE PLAN GRADES. 20. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. OR POWER POLES. WATER METERS, VALVES, HYDRANTS, IRRIGATION BOS, BOP, TOP BOTTOM OF STRUCTURE OR STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WIT14 WORKING AROUNP THEIR FACILITIES. CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE (10) CONTRACTOR'S RESPONSIBILITY TO- NOTIFY ALL AGENCIES 22. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. CONCERNED BEFORE CONSTRUCTION BEGINS. 1 23. BACKFILL. MATERIALS TO HAVE A S. E. OF 30 (MIN) AND MIN. 6. -AS-BUILT- PLANS SHALL BE PROVIDED TO THE CITY BY THE COMPACTION OF 90%. 9 24. PRIOR TO CONSTRUCTION OF WATERr, SEWER ANDIOR STORM DRAIN 7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING ' SEWER UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND INSTALL 18" TEMPORARY PLUG VERIFY THEIR ELEVATION AND LOCATiON. APPROVAL BY THE CITY OF 8. SEWER CONTRACTOR SHALL CHISEL"X' IN THE CURB AT THE LOCATION 15 OF THEIR LATERALS. IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR E LOCATION AS SHOWN ON PLANS. 9. MANHOLE FRAMES AND COVtRS TO BE CONSTRUCTED BY THE SEWER 20 CONTRACTOR 6- BELOW FINISHED SURFACE GRADE AND UPON - 25. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO SAME TO FINISHED GRADE. DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 10. ALL STATIONING REFERS TO CENTERLINE OF STREET. 26. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. 11. THE SEWER CONTRACTOR'SHALL BE FULLY RESPONSIBLE FOR THE . LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND 3 16; THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) LEGEND FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING ITEM' DESCRIPTION SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL- ALSO BE THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD GUARDED WHEN EXAMINATION INDICATED HAZARDOUS GROUND SPECIFICATIONS DATED 1975)AND THE STANDARD SPECIFICATIONS MOVEMENT MAY BE EXPECTED. FOR PUBLIC WORKS CONSTRUCTION. 11,060 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA 17. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 16 ABOVE WITHIN THE CITY LIMITS. FROM CALIFORNIA STATE i DIVISION OF INDLISTRIAL SAFETY. SEE INDICATES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3. TERMINATE ALL 4" HOUSE SEWER LATERALS I' OUTSIDE THE LOT SECTION 306-1-1.6. WITH A PLUG. REFER TO DETAIL IN THE SPECIFICATION PACKAGE. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL SEWER PLUG OF THE CITYS INSPECTOR. JOIN TO EXIST. MANHOLE 1 4. ADEQUATE STAKES SHALL 13E SET BY THE ENGINEER TO ENABLE TH E COMPUTER POINT CONTRACTOR TO CONSTRUCT THE WORK To THE PLAN GRADES. 20. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. OR POWER POLES. WATER METERS, VALVES, HYDRANTS, IRRIGATION BOS, BOP, TOP BOTTOM OF STRUCTURE OR STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WIT14 WORKING AROUNP THEIR FACILITIES. CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE (10) CONTRACTOR'S RESPONSIBILITY TO- NOTIFY ALL AGENCIES 22. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. CONCERNED BEFORE CONSTRUCTION BEGINS. 1 23. BACKFILL. MATERIALS TO HAVE A S. E. OF 30 (MIN) AND MIN. 6. -AS-BUILT- PLANS SHALL BE PROVIDED TO THE CITY BY THE COMPACTION OF 90%. CONTRACTOR. 24. PRIOR TO CONSTRUCTION OF WATERr, SEWER ANDIOR STORM DRAIN 7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING ' SEWER UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND INSTALL 18" TEMPORARY PLUG VERIFY THEIR ELEVATION AND LOCATiON. APPROVAL BY THE CITY OF 8. SEWER CONTRACTOR SHALL CHISEL"X' IN THE CURB AT THE LOCATION FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT OF THEIR LATERALS. IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR E LOCATION AS SHOWN ON PLANS. 9. MANHOLE FRAMES AND COVtRS TO BE CONSTRUCTED BY THE SEWER 20 CONTRACTOR 6- BELOW FINISHED SURFACE GRADE AND UPON - 25. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO SAME TO FINISHED GRADE. DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 10. ALL STATIONING REFERS TO CENTERLINE OF STREET. 26. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. 11. THE SEWER CONTRACTOR'SHALL BE FULLY RESPONSIBLE FOR THE . LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND 27. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR OR BENC14MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION. REMOVAL AND_�REPLA CEMENT SHALL BE DONF By' A REGISTERED CIVIL NOT. ENGINEER Ok---,-A LICENSED LAND SURVEYOR. 7 BASSIS OF BEARINGS:- Underground Service Alert PRIVATE ENGINEERING NOTE MARK REVISIONS Call: TOLL FREE (NOT REQUIRED BY GOVERNING AGENCY) S890 49'00"W FOR � OF C= CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH HIGHLAND AVE. PER TRACT 1 800 GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 3348, M.B. 47-14 SAN 422 4133 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFM OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY BERNARDINO COUNTY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY 2 I TRACT 3348 HIGHLAND HAVEN INDEX MAP ZOJECT SITE (SEE P4&P]4) VICINITY MAP ,UTILITY N07E SEWER: CITY OF FONTANA R/W R/W 8353 SIERRA AVE. FONTANA, CA. 92335 301-001 306-048 TEL. (714) 350-7640 .,,,EX. P'VMT' VARIE34,36'-24' - POWER: SOUTHERN CALIFORNIA EDISON COMPANY I I I' MAX. , qawr.HT _7%)C�l DC_r)1A1t-)nr) A\/C' -CY)KITAINIA" t -A 0')_Z_Zf:Z 12. NO'LATERALS SHALL BE PLACED UNDER DRIVEWAYS. FUTURE "PAY L 1MITS EXIST. FUTURE TEL. (714) 357-6191 FRAN �TUART A.C. 5 A 13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS 8A CYT A.C. C&G AND TRANSFER "AS-BUILr INFORMATION TO CITY ACCEPTANCE OF THE GAS: SOUTHERN CALIFORN_IA GAS COMPANY SEWER SYSTEM. CA. 92335 16231 VALLEY BLVD.- FONTANAP 3 TEL. (714) 889-9711 MR. LOU- WESTFALL SEWER INVERTS INDICATED IN PROFILE REPRESENT THE GRADE AT SEE NOTE 2 13� 4 14. THE OUTSIDE OF THE MANHOLE. 4 /7 SEE NOTE 1 7 SOUTHERN CALIFORNIA GAS COMPANY t5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY SEE DETAIL A TRANSMISSION DIVISION 2191 E. BIRCH ST. WITH THE CITY THAT SURVEY "TIE" PLATS ARE ON RECORD. BREA, CA. 92621 TEL. (714) 529-2889 SEWER (--�,TRENCH ING NOTES: 8" SEWER TELE. PACIFIC TELEPHONE AVG. DEPTH=8.5' 3073 ADAMS ST. RM. 120 RIVERSIDE, CA. 92504 1. SELECTED NATIVE SOIL BACKFILL COMPACTED TO 90% R/W TO FLOWLINE TEL. (714) 999-5639 fMINJ R.C. WITH A MIN. S.E.=30. BACKFILL MAY CONTAIN R/W STONES RANGING IN SIZE UP TO 6" IN DIAMETER. 308 -ops 30'-Osf WATER: SAN GABRIEL VALLEY WATER COMPANY - 2. SAME AS NOTE I EXCEPT -SOIL SHALL BE COMPACTED TO EX. PVMT VARIES 368-24" 11142 GAREY AVE. P.O. BOX 6010 EL MONTE, CA.91734 95% (MIN.) R.C. AND STONE SIZE SHALL BE A MAX. OF 3" 1 1. TEL. (818) 448-6183 MR. -FRANK LOGUIDICE ie"MAX.! IN DiA. (12" LAYER). P9( LIMITS FUTURE A.c. 3. REMOVE EXIST. A.C. PAV'T AS REQUIRED. REPLACE A.C. PAV'T 14 R QUANTITY OF A.C. FOR TRENCH RE,_A,.TR (ESTIMATED), PER THE PHASE- I SPECIFICATION PACKAGE TO THE GRADES FUTURE SEE NOTE 3 INDICATED ON PAGES P2-PI4 OF THESE SEWER PLANS*4"MIN. A.C.. FOR A.C.,�7�kE- A.C. EXIST 4j* FULL DEPTH A.C. ON COMPACTED NATIVE 3ww1frt kT*,0NS i 4. FOR DEPTHS OF COVER (FROM F.S. TOT.Qp)-GREATER THAN PLACEMENT C. NOTE: (SEWER ONLYLPAVEMENT REMOVAL AND PROJEC , PX TAL A.C. QUANTITIES 10' INSTALL 1/4" TO 3/4" GRAVEL BEDDING. FOR DEPTH LESS f� ARE INCLUDED IN T14E PROPOSAL BID SHEET. THAN 10' USE SAME MATERIAL AS IN BEDDING ZONE. THE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN SAWCU I SAWCUT ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST 3/4 1 3 4 SEE NOTE 2 4 1 3/4 :/4 '3/4 OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE I P I -PE BELL O.D. PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL ' PRECAUTIONARY MEASURES TO PRO - SEE NOTE I SEE NOTE I TECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 41 THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, I" MAX. SI S.D. THESE LINES OR STRUCTURES. 11110"��Mjjj 11T r 2 SELECTED TRENCH -C I W;t NATIVE SEE DETAIL A MATER1 PRIVATE ENGINEER'S NOTE: m 0 0- 0 < �- COMIPAC 18" 21" SEWER > Ins= THE PRIVATE ENGINEER SIGNIN,G JHESE PLANS IS RESPONSIBLE FOR ASSURING THE MIN. AVG. DEPTH=14" ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN TH� EVENT OF. DISCREPANCIES WITH A MIR SE 30 i__�01" MIN SEE NOTE 4 TO FLOWILINE ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR SEWER TRENCHING CEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY 12"MAK DETERMINING AN AC DETAIL A AND BEDDING DETAIL THE CITY. ( THIS NOTE REQUIRED ON ALL PLANS. N.T.S. ENGINEER AppRovAL DATE ApCRy DATE PROVAL IDDf7DA m KInC_Q TL_jf:_ nIOC70TIOKI nF QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY."THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING HIS OWN QUANTITY TAKE -OFFS. LINEAL FOOTAGE OF PIPING DOES NOT INCLUDE SECTION OF MAIN WITH WYE ASSEMBLY ATTACHED. CONSTRUCTION NOTES & QUANTIT"Y ESTIMATE LEGEND No. ITEM' DESCRIPTION OTY. INDICATES SEWER MANHOLE .01 INSTALL 8 DIA EXTRA STRENGTH V.C.P. SEWER MAIN -0 L.F. INDICATES HOUSE LATERAL 11,060 L.F. INDICATES SEWER MAIN 28 EA. INDICATES SEWER TERMINUS MANHOLE CONSTRUCT REINFORCED CONCRETE ENCASEMENT PER DETAIL ON SHEET 14 INDICATES SEWER PLUG JOIN TO EXIST. MANHOLE 1 INDICATES COMPUTER POINT No. 9 REPRESENTS CENTERLINE OF MANHOLE BOS, BOP, TOP BOTTOM OF STRUCTURE OR PIPE, TOP OF PIPE ZOJECT SITE (SEE P4&P]4) VICINITY MAP ,UTILITY N07E SEWER: CITY OF FONTANA R/W R/W 8353 SIERRA AVE. FONTANA, CA. 92335 301-001 306-048 TEL. (714) 350-7640 .,,,EX. P'VMT' VARIE34,36'-24' - POWER: SOUTHERN CALIFORNIA EDISON COMPANY I I I' MAX. , qawr.HT _7%)C�l DC_r)1A1t-)nr) A\/C' -CY)KITAINIA" t -A 0')_Z_Zf:Z 12. NO'LATERALS SHALL BE PLACED UNDER DRIVEWAYS. FUTURE "PAY L 1MITS EXIST. FUTURE TEL. (714) 357-6191 FRAN �TUART A.C. 5 A 13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS 8A CYT A.C. C&G AND TRANSFER "AS-BUILr INFORMATION TO CITY ACCEPTANCE OF THE GAS: SOUTHERN CALIFORN_IA GAS COMPANY SEWER SYSTEM. CA. 92335 16231 VALLEY BLVD.- FONTANAP 3 TEL. (714) 889-9711 MR. LOU- WESTFALL SEWER INVERTS INDICATED IN PROFILE REPRESENT THE GRADE AT SEE NOTE 2 13� 4 14. THE OUTSIDE OF THE MANHOLE. 4 /7 SEE NOTE 1 7 SOUTHERN CALIFORNIA GAS COMPANY t5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY SEE DETAIL A TRANSMISSION DIVISION 2191 E. BIRCH ST. WITH THE CITY THAT SURVEY "TIE" PLATS ARE ON RECORD. BREA, CA. 92621 TEL. (714) 529-2889 SEWER (--�,TRENCH ING NOTES: 8" SEWER TELE. PACIFIC TELEPHONE AVG. DEPTH=8.5' 3073 ADAMS ST. RM. 120 RIVERSIDE, CA. 92504 1. SELECTED NATIVE SOIL BACKFILL COMPACTED TO 90% R/W TO FLOWLINE TEL. (714) 999-5639 fMINJ R.C. WITH A MIN. S.E.=30. BACKFILL MAY CONTAIN R/W STONES RANGING IN SIZE UP TO 6" IN DIAMETER. 308 -ops 30'-Osf WATER: SAN GABRIEL VALLEY WATER COMPANY - 2. SAME AS NOTE I EXCEPT -SOIL SHALL BE COMPACTED TO EX. PVMT VARIES 368-24" 11142 GAREY AVE. P.O. BOX 6010 EL MONTE, CA.91734 95% (MIN.) R.C. AND STONE SIZE SHALL BE A MAX. OF 3" 1 1. TEL. (818) 448-6183 MR. -FRANK LOGUIDICE ie"MAX.! IN DiA. (12" LAYER). P9( LIMITS FUTURE A.c. 3. REMOVE EXIST. A.C. PAV'T AS REQUIRED. REPLACE A.C. PAV'T 14 R QUANTITY OF A.C. FOR TRENCH RE,_A,.TR (ESTIMATED), PER THE PHASE- I SPECIFICATION PACKAGE TO THE GRADES FUTURE SEE NOTE 3 INDICATED ON PAGES P2-PI4 OF THESE SEWER PLANS*4"MIN. A.C.. FOR A.C.,�7�kE- A.C. EXIST 4j* FULL DEPTH A.C. ON COMPACTED NATIVE 3ww1frt kT*,0NS i 4. FOR DEPTHS OF COVER (FROM F.S. TOT.Qp)-GREATER THAN PLACEMENT C. NOTE: (SEWER ONLYLPAVEMENT REMOVAL AND PROJEC , PX TAL A.C. QUANTITIES 10' INSTALL 1/4" TO 3/4" GRAVEL BEDDING. FOR DEPTH LESS f� ARE INCLUDED IN T14E PROPOSAL BID SHEET. THAN 10' USE SAME MATERIAL AS IN BEDDING ZONE. THE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN SAWCU I SAWCUT ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST 3/4 1 3 4 SEE NOTE 2 4 1 3/4 :/4 '3/4 OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE I P I -PE BELL O.D. PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL ' PRECAUTIONARY MEASURES TO PRO - SEE NOTE I SEE NOTE I TECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 41 THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, I" MAX. SI S.D. THESE LINES OR STRUCTURES. 11110"��Mjjj 11T r 2 SELECTED TRENCH -C I W;t NATIVE SEE DETAIL A MATER1 PRIVATE ENGINEER'S NOTE: m 0 0- 0 < �- COMIPAC 18" 21" SEWER > Ins= THE PRIVATE ENGINEER SIGNIN,G JHESE PLANS IS RESPONSIBLE FOR ASSURING THE MIN. AVG. DEPTH=14" ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN TH� EVENT OF. DISCREPANCIES WITH A MIR SE 30 i__�01" MIN SEE NOTE 4 TO FLOWILINE ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR SEWER TRENCHING CEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY 12"MAK DETERMINING AN AC DETAIL A AND BEDDING DETAIL THE CITY. ( THIS NOTE REQUIRED ON ALL PLANS. N.T.S. ENGINEER AppRovAL DATE ApCRy DATE PROVAL IDDf7DA m KInC_Q TL_jf:_ nIOC70TIOKI nF QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY."THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING HIS OWN QUANTITY TAKE -OFFS. LINEAL FOOTAGE OF PIPING DOES NOT INCLUDE SECTION OF MAIN WITH WYE ASSEMBLY ATTACHED. CONSTRUCTION NOTES & QUANTIT"Y ESTIMATE No. ITEM' DESCRIPTION OTY. UNIT Q) .01 INSTALL 8 DIA EXTRA STRENGTH V.C.P. SEWER MAIN 9850 L.F. Designed by: S.S. INSTALL 47 DIA. HOUSE LATERAL PER MOD. STD. DWG. 125 11,060 L.F. CONSTRUCT SEWER MANHOLE (4" DIA.) PER STD. DTL. 109, 112 J�- 1 14 28 EA. INSTALL LATERAL WYE (8"x4") 281 EA. CONSTRUCT REINFORCED CONCRETE ENCASEMENT PER DETAIL ON SHEET 14 90 L. F. JOIN TO EXIST. MANHOLE 1 EA. CONSTRUCT SEWER MANHOLE (5' DIA,) PER STD. DTL. 109.,114 & MODIFIED STD. DTL. 112. SEE SPECIFICATIONS. 9 EA. INSTALL LATERAL WYE (21 $* x47) 34 EA. INSTALL 21 STUB AND PLUG 1 EA. (10) INSTALL 21" DIA. EXTRA STRENGTH V.C.P. SEWER MAIN 19-25 L. F. INSTALL 5' STUB & PLUG. 1 EA. IINSTALL 18" EXTRA --STRENGTH V.C.P. SEWER MAIN.' 885 L.F.- INSTALL 18" TEMPORARY PLUG I EA. CONSTRUCT BARRICADE PER CITY OF FONTANA STD.DWG-N0.1!8_ 2 E INSTALL LATERAL WYE [IlBx4l 20 EA. IR m 0 E�- 7 3 A4. I I I m r_ U m U AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL TWO WORKING DAYS BEFORE YOU DIG LIABILIT'Y, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE Or DESIGN PROFESSIONAL. A.0 _0� ReCoR 1) FO -PATA MARK REVISIONS ENGINEER DATE Ap cay DATE APPRMAL PROVAL C==1 =7 == J.F.DAVIDSON ASSOCIATES,INC EE51EEE3 EE3 EEF, =E3E3 EF=�EiF ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE -564 COUNTRY CLUB DR. #400-6 El P.O.BOX 493 03426 TENTH STREET E] 77 E] 27349. JEFFERSON ST. # 115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 (714)686-0844 (714)683�0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-6B6-5807 FAX 619-360-3789 FAX 714-699-1981 UIIY UI- I­UNIANA UALII­UNNIA F) I I al I r \A/n ED I/ Q 1 V V NZ7 -T-7T-7,_.) LI/ I-- I I \I I IV I L__ I N I immy W"S/I m s R.C.E. 35458 D a _14 Exp. te: Drawn by: Scale: SE-WER IM OVEMEW PLANS AS SHOWN TITLESHEET Date: , DEC., 1-991 - BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV .M. No. 8-14 1970 ELEV. = 1510.91 Designed by: S.S. Date: Checked by: JA Approved: Dr. No.: - C[TY ENG I IN . E -ER RCE 25126 -2104