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HomeMy WebLinkAbout2604-1A GENERAL NOTES: . !.,.ALL WORK SHALL BE DONE IN.ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST.REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK"CONSTRUCTION, 1994 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY FONTANA ENGINEERING DIVISION PRIOR -TO THE START OF ANY WORK WITHIN THE CITY LIMITS.INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HRS..PRIOR TO WORK. CALL 909--350-6632. 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA -STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION :- C700 -B9 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE: EXTRA'STRENGTH, STANDARD STRENGTH, AND PERFORATED' AND TO THE SPECIFICATIONS ENTITLED 'VITRIFIED CLAY PIPE, MATERIALS SECTION' PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT, THE MORE RESTRICTIVE PROVISION SHALL APPLY. 4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO BE PER CITY OF FONTANA STANDARD DETAIL 109. `r r 5. ALL STATIONING REFERS TO CENTERLINE SEWER UNLESS OTHERWISE NOTED. • 6. ELEVATIONS SHOWN ON PROFILE -AS 'TOP OF MANHOLE' ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING MANHOLE RING. 7. MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED BY THE SEWER CONTRACTOR 6' BELOW FINISHED SURFACE GRADE -AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. B. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. f 9. 4' V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT ARE TO BE PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG._ PER CITY STANDARD DETAIL - 125. _ •r r 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT_THE WORK TO -THE PLAN GRADES.. ., It. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES. -WATER METERS,' VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.. SHOWN ON THESE PLANS OR NOT, WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 9 12.' 'AS -BUILT' PLANS SHALL BE%PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF'RECORD SHALL PROVIDE 'RECORD DRAWINGS" TO THE CITY PRIOR TO THE CITY'S ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SHALL CHISEL `X` IN THE CURB AT THE LOCATION OF ALL LATERALS. = .f, r 14. THE CONTRACTOR SHALL PROVIDE THE. TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE,SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 4' HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE"CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL -WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING ,DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT. THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT`SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 17. THE CONTRACTOR SHALLNOTDISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE -PLANS -OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A'REGISTERED CIVIL ENGINEER OR LICENSED -LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL -BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL_ENGINEER OR LICENSED LAND SURVEYOR. 18. CITY OF FONTANA'UTILITY NOTIFICATION LIST CITY OF FONTANA f PACIFIC BELL CO. ATTN:, CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA. CA 92335 ANAHEIM, CA 92807 (909) 350-6632 _ (714) 666-5467 _ r r , SO. CALIFORNIA GAS COMPANY COMCAST_'(CABLE TV) - ATTN: 6P -EG GASPAIZ ATTN: JACK HAYES- 11oZ31 VALLEY 13LVO 1205 DUPONT AVENUE. F0NTANA, CA. 92335 ONTARIO, CA 91761 (909)425-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 .t ' GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 960WOOV AVC r 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA 91766 (909) 820-5598 - UNDERGROUND (800) 422-4133 (909) 8ZO-5137 - TRANSMISSIONS (213)- 637-1233 -'PIPELINES FONTANA WATER COMPANY (909) 35"1-&669 - DISTRIBUTION ATTN: MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE : FONTANA. CA 92335 CRAWFORD CANYON MUTUAL WATER CO.', (909) 822-2201 ATTN: BILL VANDERKIEFT, JR.' FAX: (909) 823-5046 (619) 668-6040 A UNDERGROUND SERVICE. ALERT (800) 422-4133 i '. 19. THE WALLS AND FACES OF AL EXCAVATIO EATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A ORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE -GUARDED MHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR;TRENCH WORK AS DESCRIBED•IN NOTE #19 ABOVE FROM CAL/OHSA. • .r r PRIVATETENGINEER'S-NOTICE TO CONTRACTORS ' A THE EXISTENCE AND LOCATION,OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR -IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT"THE UTILITY -LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR -THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL -PERSONS AND PROPERTY; THAT THIS SHALL APPLY -CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL -DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER -HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. _ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. r ♦ ti n NOTE AFFECTED PROPERTIES BY THIS PROJECT ARE AS FOLLOW: A.P.N. FROM '239-20-11 TO 239-20-17 Underground Service Alert Call TOLL FREE - 1=800 422=4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES: QUANTITIES'. 10 INSTALL I8"V.C.P.SEWER.--____-------___--------------_--_-- 5t436L.f. - 3 O2 CONST. STD. 60" PRE -CAST MANHOLE PER CITY STD. DWG. NO. 112._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --_ 17 EA. + 1 . - + �2 INSTALL8" V.C.P. SEWER LATERAL.- - - -- - - -- - - - --- ------ -- ---_- _ _ -- - 300 L.f_ I' a6 / -V+114. L -V. ,� •13 L-1=. A INSTALL 10"V.C.P.SEWER------------------------------------- 108 Lf _ 5 LL INSTAIO"V.C.P.STOPPER.___________ _-_______________________ 3�• 6 15TALL 8 V.C.P. 5T0/°1°ER -- - - - ------------- ----- 4 CA. , Co 2 EA Ea. + 1 fA. 7 INSTALL G" V.G.P. SEWER(.ATEt�.AL----------------- ----- 7-S L =� O$ Cu r' Alu0 PU4& axrsT ZArEX4L A7- M. H • Ava AEk-AW DO)v P,!R SEcT/oAl 306 - 5 - _ I �►• ,�, � 8 ' r�v,Aq�D sP G�lo+�cT�oNs } !-u551-1C Wo/cKs �cJ-'SMCr1 Al \ N - -* - 1Ir(\ • � . • O -- 'r���� f - izMOV� IST EWF R, LATEC�AL AT SSWM M N, .7 TA 37+02.01 - _1 - 10 INSTALL 8<< D.I. p. SEWr✓-LATEPwAL_ . a 3" MAX. SIZE NATIVE SOIL. COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 196% 6" MAXNATIVECOMPAC 18 ~ VCP -� PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN: Ms. MIMI RAYL 1156 N. MOUNTAIN AVENUE• P.O. BOX 670 UPLAND, CA. 91786 PHONE: (909) 985-0971 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% w0 -4o o_ 0 TYPICAL BEDDING FOR 18 of VCP LESS THAN 10' DEEP NOT TO SCALE 3" MAX. SIZE NATIVE SOIL. COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 1 MA . s N 6" MAX. SIZE NATIVE SOIL. COMPACTED 90y 1" MAX. SIZE SELECTED NATIVE ' • BEDDING COMPACTED. TO 90% • ;U 18 " VCP w o CL • 0 Q_ • CU 0 1/2" CRUSHED , STONE BEDDING PER STD. SPECS. _ - FOR PUBLIC WORKS : CONSTRUCTION TABLE: 200-1.2 (A]- TABLE 200-1 .2 (Al SHOWN BELOW SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" 3/4" 100 1/2" 90-100 3/8" 20-60 NO.4 0-1 NO.8 0-5 ASTM C 131 TEST GRADING B VICINITY MAP NOT TO SCALE TYPICAL BEDDING FOR 18pp VCP No' 82183 109OR DEEPER * Exp. 9-�°=S- 4 NOT TO SCALE FENCH MARK: 1 F1R BASIS OF BEARINGS:CITY OF FONTANA CALIFORNIA AILROAD SPIKE AT INTERSECTION ARING OF N 9• A ONG • *P* 'A' STREET SEWER TITLE SHEET - 23[0, 2311 PF: 1154 769 17 -Nov -97 05:10 PM / 826-1154-1 ' • OF CITRUS AVE. AND LOS CEDROS AVE.. IN POWER POLE NO.- 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: THE NORTH 11LINE OF SECT ON 30 SOWNBERNARONIORTH RANA1 55ANESHbMN S ?VEBOMAS 58 RAG 5 pOF REUCORDgg�ERA% US D A THE BASIS OF Fo� TH S MAP 1 • z DRAWN BY: SEWER PLAN AND PROFILE - C-A..RTER A_ _ V E N_ UE' - TITLE SHEET SCALE: AS SHOWN PREPARED IN THE OFFICE OF OF ESSIp MADOLE AND ASSOCIATES, INC . o Qa �+� �Q� �T� � , OF THE INLAND EMPIRE 5 10601 CHURCH STREET STE . 107 y^ RANCHO CUCAMONGA, CA 91730 Cx No . 14814 PHONE (909) 948 -iiia � Exp: 3-3l-oi � •�_ �l� CIVIC- ti! Ci� lY� }i� oQ� 9 OF CXLZF J. -M • MADOLE R . C . E . 14814 DATE � DESIGNED:_ 6 , I ��� ,� . 'I U11 u .�� 0 3 IPP 3 ,R' �'°' s '10-22-02 (I• .p CHECKED: DATE: AAD -8 _`1,4r.=59A S M CoN1)6jF&C1AL Ar,'--A�,3_ L,�q JOB NO . 826-1163 APPROVED - G�% G-,�-98 ��+ CITY ENGINEER R.C.E. 25126 DWG. NO . 2 6 0 4 SHEET NO . 1 OF 6• © ADD 6" LATERAL To MAINT• _ I3wa -_ '},,�'},,, m/0% Zs _' `�(1,�1s �ENGR S CITY REVISIONS APPROVAL DATE APPROVAL DATE • *P* 'A' STREET SEWER TITLE SHEET - 23[0, 2311 PF: 1154 769 17 -Nov -97 05:10 PM / 826-1154-1