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HomeMy WebLinkAbout2746-1CITY. OF FO-NTANA GENERAL NOTES FOR SEWER SYSTEM CONSTRUCTION NOTES. AND QUANTITY ESTIMATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OFSEWEE IM -P tO CONSTRUCT 15- VCP S EWER 1,386 L.F. FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 R 0 VE ME N"r­l PLANS INCLUDING LATEST REVISIONS AND STANDARD .SPECIFICATIONS FOR''PUBLIC WORK CONSTRUCTION. 1997 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA O CONSTRUCT PRECAST CONC. M.H. PER CITY STD .DWG . N 0 . 1 1 2 1 E.A. ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN PUBLIC RIGHT- FOR 4O INSTALL 12" VCP STOPPER 1 E.A. OF -WAY IN THE CITY LIMITS. E.At . / 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE © REMOVE STOPPER AND JOIN EXISTING 15" VCP SEWER 1 E.A. SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF 1 THE ASTM, DESIGNATION: C700-89 "STANDARD SPECIFICATION FOR VITRIFIED CLAY O INSTALL 15" VCP STOPPER i E.A. PIPE. EXTRA STRENGTH STANDARD STRENGTH, AND PERFORATED" AND TO THE CH AVuNU SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" ® INSTALL 15." VCP SEWER INSIDE 30"I .D. STEEL PUBLISHED BY THE CLAY PIPE INSTITUTE.. WHERE PROVISIONS OF THESE - PIPE ENCASEMENT PER DETAIL HEREON 33 L.F. SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. - $C Ta 4 THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA rr r�TllHC "� STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. ear STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR PER CITY OF FONTANA STANDARD DETAIL 109. E) I:!. 5. ALL STATIONING REFERS TO CENTERLINE SEWER . UNLESS OTHERWISE NOTED. - INSTALL 15' HIGH CHAIN LINK PROTECTIVE FENCING (GATE TO 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY SCALE: 11- = 200' BE LOCKED DURING NON CONSTRUCTION HOURS). RE""'" "^rL _L ll1,TM Tl��� IT DED ! NGPFt GT-9RG D I REGI. 1 9AI 160 L.F. AND NOT TO BE USED FOR SETTING TIM MANHOLE RING. -c_ 7. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER EXISTING CHANNEL 8 STORM CONSTRUCT PRECAST CONC. M:H, PER CITY STD.DWG.NO.112 CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF DRAINS PER CALTRANS MODIFIED 5 DIA. 3 E.A. PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO THE FINISHED GRADE. - PROPOSED 15" SEWER 15" SEWER BY OTHERS I i ( 14 CON15TRUCT 12"EXTRA STRENGTH, V C. P. SEWtR j53 -L.-1 . 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JODITS SHALL BE USED AT THE SEE SHEET 2 MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. o, SEE SHEET 3 QC.OIu'STiIrtGT ,t�''E+TIA 6t# V.G.P. &,ry1,/ ,3G .5 G•P° 9. 4" V.C.P. HOUSE LATERALS AND LATERAL HOUSE CLEANOUT PER CITY OF FONTANA I �� �0 I Aa - 0 1,/S%I .u_ si'voir rL i / /Q\ STANDARD DETAIL 125. TERMINATE ALL HOUSE LATERALS 3' INSIDE THE BEECH AVENUE PROPERTY LINE WITH APLUG, PER STANDARD. - -- - --------� -- ----- IISA .,h1N7VAX13T M H I czosTgocTcMAwjuw, 10, ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE I moo^ ram G TY sm.. Ate, CASs I[ CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ONSE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND W INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL Z BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED W BEFORE CONSTRUCTION BEGINS. 12. "AS BUILTS" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE p PIPE ENCASEMENT CONSTRUCTION NOTES CONTRACTOR- THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWINGS" Z ! TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM J 1. PRIOR TO COMMENCING ANY WORK FOR THE PROPOSED JACKING OPERATION 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL CD THE CONTRACTOR SHALL y SUBMIT TO THE CITY ENGINEER DESCRIPTIONS LATERALS. AND DETAILS OF THE DRY BORE AND JACK; PIPE'INSTALLAION. THE _ INDEX MAP DETA ILS SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING: PLACEMENT I 14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL. CLEANOUr_A•T THE END OF THE METHOD, LOCATION, SIZE & DEPTH OF BORE 11 RECEIVING PITS; PIT BOUNDARY IF THE SEWER CONSTRUCTION WILL.BEDOW-IN SEVEkALPHASES. SEE SCALE 1"=200' SHORING; SUPPORT BLOCKS & BRACING TO PREVENT PIPE SHIFTING OR DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER FLOTATION; SAND FILL MIX DESIGN; EQUIPMENT. TERMINAL CLEANOUT. 15. ALL 4" HOUSE SEWER LAIRRA'L SHALL BE INSTALLED ON A 2% MINIMUM GRADE REMOVE AND REPLACE EXISTING A.C. 2. STEEL CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR JACKING METHOD UNLESS OTHERWISE APPROVED BY THE crTY.ENGINEF,R. SAN GABR I EL MOUNYA I NS 16. THE CONTRACTOR SHALL BE RESPONSIBLE=F4-)it PROVIDING AN EFFECTIVE MEANS / SA OF DUST CONTROL WHICH SHALL-WCLUDE PROVISION FOPFADEQUATE WATERING / (T DURING THE GRADING -PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL -AFTER. THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE /��i� / PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION y� / �P / THAT SPECIAL DUST CONTROL MEASURES ARE Mn LONGER NECESSARY WCUT YP . l MAX. PAY LIMITS (12*) EX i'MIN. TRENCH WIDTH 1'MIN. 3/4" 1 1/2" 90-100 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING B NS IMPROVEMENT PLA fO r BEECH AVENUE SCALE A S SHOWN , 3. ALL PIPE STEEL CASING FIELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. IST. A.C. 4. STEEL CASING PIPE SHALL HAVE A MINIMUM YIELD STRENGTH OF 35.000 PSI. G / 5. DRY BORED AND JACKED INSTALLATIONS SHALL HAVE A BORED HOLE P� / EXIST. A.C. - 1" AR 4000 3/8" MAX. 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR c ���'/ _ V r1 I HOT MIX A.C. DIAMETER ESSENTIALLY THE SAME A S THE OUTSIDE DIAMETER OF THE BENCHMARKS NOTED ON THE -PLANS OR FOUND DURING- CONSTRUCTION WITHOUT J� `� / t.J PIPE PLUS THE THICKNESS 0 F ANY PROTECTIVE COATING. THE PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVALAND REPLACEMENT U�1 � / / V ' THICKNESS 'P � 000 3/4" MAX . ANNULAR SPACE BETWEEN THE BORE HOLE AND THE STEEL CASING SUMMIT A ENUE HOT MIX. A.C. SHALL BE FILLED BY GROUTING OR OTHER REMEDIAL MEASURES AS SHALL BE DONE BY A .REGISTERED .CIVIL ENGINEER OR LICENSED LAND 4 " MIN. b 6'" MAX . SURVEYOR SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF / 0 3" MAX. SIZE NATIVE APPROVED BY THECI I T Y ENGINEER. / 3" MAX. SIZE NATIVE SOIL •� / Z SOIL . COMPACTED 95THIS CONSTRUCTION _ SHALL _BE REPLACED. CONTRACTOR SHALL NOTIFY COMPACTED 95% MIN. 6. SUPPORTING REDWOOD SKIDS SHALL BE PROVIDED AS SHOWN`. SKIDS REGISTEREDCIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO TYPICAL REMOVE & REPLACE SHALL BE ATTACHED TO CARRIER PIPE BY STRAPPING S T A I NE L E S S STEEL CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER z / / � 'Q BANDS WITH A STANDARD STRAPPING MACHINE REPLACEMENT- OF SAID MONUMENTS BY SAID REGISTERED ENGINEER OR Q� ¢ 0 3" MAX. SIZE NATIVE A.C. AT TRENCH 6" MIN. 5" MIN. LICENSED LAND SURVEYOR / w N 0 SCALE A L E Gj, J SOIL. COMPACTED 95% 10" MAX. 10" MAX. 7, UPSTREAM AND DOWNSTREAM ELEVATIONS OF CARRIER PIPE SHALL BE VERIFIED PRIOR TO FILLING CASING WITH AIR BLOWN SAND. I& CITY OF-FONTANA, UTILITY NOTIFICATION LISTLo CITY OFFONTANA PACIFIC_BELL CO_ / / / w HIGHLAND AVENUE 6" MIN. b" MIN 8. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING . cv CASING WITH SAND'. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE .3239E.CORONADO STREET / > < w 10" MAX . 10" MAX . 9. VOIDS BETWEEN CASING AND. CARRIER PIPE SHALL BE FILLED WITH SAND FONTANA,-CA-32335 ANAHEIM, CA 92807 / > (909) 3505632 (714) 666-5467 r ¢ --- - - IN ALL INSTALLATIONS. v -i = CT SITE - - - - - - - - - - 10. EACH END OF PIPE CASING SHALL BE SEALED WITH CONCRETE MORTAR. SO. CALIF. GAS COMPANY COMCAST-(CABLE TV). / w -1 v PROJECT t w ATTN: JOHN OATES ATTN: JACK HAYES / / i m _ A SMALL OPENING SHALL BE LEFT FOR DRAINAGE AT THE BOTTOM OF THE " / U BASE LINE ROAD I cv DOWNSTREAM SIDE ONLY. 1981 W. _LUGONIA AVENUE 1205 DUPONT AVENUE REDLANDS, CA 92374 ONT'AI -CA-91'75T- / (909) 335-Ti44 -(909) 390-4738�. Lie/N6 GON7RAGT�/P /''�U5T �BTi1lN SPE�l�1 L N717 /�•���`? lJ�Pf��jME�/T EMERGENCIES --(800) :-(800) 6 " MAX.MAX SIZE _ _ - _ _ _ 6 " MAX.MAX SIZE OF /N.OU.4rp/AL ye�G1477orv5, p!�/l�lor�! of G /P.9T/aA�4G SA 957y .4N47 - 427-2200 NATIVE SOIL . NATIVE SOIL . flEAG7H iy�N/�t/G ANO T4/Nrv.EGL/N6 U/I!/T VICINITY MAP COMPACTED 90% COMPACTED 90% SO. CALIF. Ir'DISON COMPANY � UNDERGROUND SERVICE ALERT 300 N. PEPPER AVEPiUE (8CO)-422-413.3 N O T TO SCALE RIALTO_ CA 92376 (909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY (909) 875-5100 - TRANSMISSION ATTN: STEVE HOCK (213) 637-1233 -PIPE 7NES 1400 E. PHILIPS BLVD. I" MAX. SIZE I" MAX. SIZE � 30"01A. STEEL CASING 3/4" WIDE STAINLESS /\; SELECTED NATIVE SELECTED NATIVE STEEL BAND i ( 3/8" THICK M (N.) (909) 357-6223-.DIS'CRIBUTION ONTARIO, CA 91766 BEDDING COMPACTED TABLE: 200-1.2(A) BEDDING COMPACTED (2 EA./SKID LENGTH) 800 422-4133 (800) 422-4133 ( ) - TO 90% CRAWFORD CANYON MUTUAL -WA= 9D. FONTANA WATER COMPANY ATTN: BILL VANDE KIE•",F'T, JR ATTN: MICHAEL J. MC GRAW (619) 868-6040 8440 NUEVO AVENUE 5 FONTANA, CA 92235 : z (909) 822-2201 N ~ s e (909) 823-5046 -FAX 19.' THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN �. 337: DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE - - w GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN. rte. 6% r-+ n 0 SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - i" - 3/4" 100 1/2" 90-100 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING B TO 90/. 15 °' DIA. V.C.P. SANDFILL ANNULAR cU Z SPACING / SEWER BELL (APPROX. 22"0.0)' z 15" VCP _I 120' , , TYP. 12" LONG X �• IXC ` }-SHALL 13E BETW ENCS EWER INSTALLED \ INSTALLED AT BOTH WIDE REDWOOD SKIDS .� O BEL N DEPTH SHALL ALSO BE GUARDED WHEN.EXAMINATION INDICATED HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. . r , }fid * � 'I} ' TWO WORKING DAYS BEFORE YOti DIG" CALTRANS ENCROACHMENT PERMIT NO._. n ` v REVISIONS ENGINEER CITY N 0 . APPROVAL DATE : APPROVAL DATE: BENCHMARK CALTRANS BENCHMARK NO . 8- 17 BRASS CAP I N CONCRETE S.C.E. TOWER LEG. 343' N/ 0 H I H G L A N Q AVE., 0. 2 M I. W/ 0 SAN SEVA I NE RD . I N SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5. 2.55 MI. W. ALONG HIHGLAND AVE. FROM SIERRA AVE. ELEVATION:_ 428.6090_ _ _ _ _ o N L A D CASING ,� ENDS OF EACH PIPE . ►"{ ; �., , �, �.. r. , '. �/' T�I �� �1�� �✓ / •D DRAWN BY: M CSEWER NS IMPROVEMENT PLA fO r BEECH AVENUE SCALE A S SHOWN , PREPARED UNDER THE SUPERVISION OF: J MAD OLE _ .. _ .. .. DATE _ ... R.C.E. 14814 EXP.3/31/2001 o DATE JULY gg% \/ THICKNESS AS 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR ' ' ` " w 1 5" VCP DWG. NO , 1z74q- 3 1 /2" CRUSHED CITY ENGINEER R.C.E.25125 EXP. NOTE: THE CONTRACTOR SHALL SUBMIT DESIGN TO MAINTAIN TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/HSA '" _. __ _ STONE BEDDING --PER STD. SPECS.. TO THE CITY ENGINEER AND CALTRANS FOR APPROVAL, DETAILS FLOW LINE (3 EA.) 21 THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH _ FOR•PUBLIC-WORKS I � OF THE FOLLOWING IN ADVANCE OF THE THE PROPOSED j SERVICES CRITERIA FOR THE SEPARATION OF WATER MAIN AND SANITARY SEWER `' CONSTRUCTION OPERATION: SUPPORT BLOCKS. AS SET FORTH IN SECTION. x 22. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO FINAL PAVING. Under r O11I1 d Service ' CAlert g rvi a 23. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C CITY'S PUBLIC WORDS INSPECTOR. ALL TRENCH BACKFILL SHALL BE TESTED AND _ I ..,.. CERTIFIED FOR COMPACTION REQUIREMENT BY A REGISTERED STERID GEOTECHNICAL TOIL ENGINEER IN THE STATE OF CALIFORNIA . 1-800 ' 24. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL 422.-4133.: TABLE 200- 1 . 2 (A) FILL MIX DESIGN, PLACEMENT t�� �, •, IZ•�+3 METHOD, EQUIPMENT AND LOCATION "__, c,N SHOWN ABOVE. _ T /I , r ° TYPICAL BEDDING FOR 15 VCP TYPICAL BEDDING FOR 15 VCP STEEL PIPE ENCASEMENT DETAIL °N , LESS THAN 10 DEEP - 10'OR -DEEPER _ S k" Ei":1.0� NOT TO SCALE NOT TO SCALE _ *SEWER PLAN TITLE SHEET -BEECH AVE.P-1 - 3(0.1471 PF: 426964 803 23-JcI-97 09:33 AM / 126-954-1 DWG. DATE-�s-99 TIMES. 25. NO OPEN TRENCH SHAI,.L BE ALLOWED AT THE END OF,THE WORK DAY. 26. THE CONTRACTOR SHALL IMMEDIATELY'�LL IMDIATELY NOTIFY ENGINEER of RECORD Arm CITY '' ENGINEER'S OFFICE IN CASE OF ANY DISCREPANCY FOUND IN THE FIELD. ANY DESIGN CHANGES REQUIRES CITY ENGINEER APPIROVAL 'PRIOR TO ITS IMPLEMENTATION IN THE FIELD. 27. EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 28. CONTRACTOR SHALL NOT BE ALLOWED TO STORE ANY EQUIPMENT/MATERIAL IN PUBLIC RIGHr-OF-WAY7 'IpoT- 1- OVAI--.FROM-CITY_ENGINEERicIT Y TRAFFIC ENGINEER _ - - TWO WORKING DAYS BEFORE YOti DIG" CALTRANS ENCROACHMENT PERMIT NO._. 0) N r . PLANS P R E P AR E IJ FOR:' LEWIS HOMES OF CALIFORNIA _ _ 1155 NORTH 'MOUNTAIN AVENUE P. 0. B 0 X 670 UPLAND. CA. 91785-0570 TELEPHONE: (909) 985-0971 REVISIONS ENGINEER CITY N 0 . APPROVAL DATE : APPROVAL DATE: BENCHMARK CALTRANS BENCHMARK NO . 8- 17 BRASS CAP I N CONCRETE S.C.E. TOWER LEG. 343' N/ 0 H I H G L A N Q AVE., 0. 2 M I. W/ 0 SAN SEVA I NE RD . I N SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5. 2.55 MI. W. ALONG HIHGLAND AVE. FROM SIERRA AVE. ELEVATION:_ 428.6090_ _ _ _ _ Q�pFESSION' 1Licw �F ����t^ y`. o, �p y C-,., .�' � ^ W `t r^ � N 0. 14814 r*1 Exp 1 3-31-2001 * � s leT CIVIL E OF C�L1F MADOLE AND ASSOCIATES, INC. ENGMCMS L%M SPNIE-OM LMD PLkWNS CITY OF FONTANA , CALIFORNIA_ . ►"{ ; �., , �, iazo F�sr :eu sT (r4) a3s zsta Sk4TA &4& CA. 92-M FAV, M4) M-0612 r. , '. �/' T�I �� �1�� �✓ / •D DRAWN BY: M CSEWER NS IMPROVEMENT PLA fO r BEECH AVENUE SCALE A S SHOWN , PREPARED UNDER THE SUPERVISION OF: J MAD OLE _ .. _ .. .. DATE _ ... R.C.E. 14814 EXP.3/31/2001 DESIGNED B Y : MCA DATE JULY gg% CHECKED BY : APPROVED BY : - Ctt DATE :� •�� •5 DWG. NO , 1z74q- 3 CITY ENGINEER R.C.E.25125 EXP. *SEWER PLAN TITLE SHEET -BEECH AVE.P-1 - 3(0.1471 PF: 426964 803 23-JcI-97 09:33 AM / 126-954-1 DWG. DATE-�s-99