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Home My WebLink About1727-1At SAN BERNARDINO tH wA 1-10 PROJECT FONTANA w z w a - JURUP A N I a) a w SAN BERNA RDI NO CO. RIVERSIDE CO. 4� 311NN Y SLOPE oz`' �!-t RUBIDOUX � P 60 FREEWAY . JP`Y y �P MISSION B LVD. VICINITY MAP N.T.S. 1�6' MIh _,6(,' -MIN. , ' •'10;' MAX. `" ` v ' `1'0" MAX. 6" MAX SIZE NATIVEN 3" MAX SIZE NATIVE SOIL, COMPACTED 90% SOIL, COMPACTED 95% 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED _i TO 907 LLJ -6 ` + �-. o 15" VCP TYPICAL BED INQ FOR 15' V P LESS THAN 10' DEEP SCALE: 1 " = 2' __� I • 1 4 • - � - � I� ,. .r . rY. A+: _..y -n.-, :.. , Wl`.<I - _.Y + . t' .1Ftiu-...;.4 ...:.a 1. 1' ... s.[{i ..\ i. .._ `. • ll,'F jlr. . OFF SITE SEWER PLANS GENERAL NQTE&S I. THE CONSTRUCTION, OF ALL PUBLIC IMPROVEMENTS SHALL CONFORMi TO THE CONTRACT SPECIFICATIONS, THESE PLANS AND: TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS "DEPARTMENT, CITY OF rO'NTANAt, AND- STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 2; CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEER'I'N6C DIVISION PRIOR T4 START_ .OF. ANY WORK . WI'THIN "T HE CITY -LIMITS. CONTACT` "MR. CARLOS NAVARO, AT LEAST 48 HOURS IN ADVANCE AT (909) 350•-6632. PERMITS FROM SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL ALSO BE OBTAINED FOR WORK WITHIN ITS JURISDICTION. OT 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES -"SHALL BE _ CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (VCP). 7r 13 A 11 Iq I 1 1 VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL , CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION C700-89, "STANDARD_ SPECIFICATION FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH STANDARD -STRENGTH, AND PERFORATED" AND TO THE 4qLl fwm * SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF A6 I F C3;4 IM I A FC31MT9k1M THESE ISPECIFI CATIONS ARE IN CONFLICT, THE MORE RESTRICTIVE 18. City of Fontana utility notification list: PROVISION SHALL APPLY. City of Fontana Pacific Bell Co.� ' nj �HP O" r 4. THE MANL"ES SHALL BE PRECAST CONCRETE "& NHOLES PER CITY Attn: Carlos Navarro Attn: Virginia Becker u s �� 8353 Sierra Avenue 3939 E. Coronado Street OF, FONTA�A STANDARD DETAIL 112. CONCRETE FOR BASE SLAB Fontana, CA 92335 Anaheim, CA 92807 SHALL BE: CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER 909-350-6632 714-666-5467 AND REINFORCED"CONCRETE COLLAR - PER CITY OF FON1'ANA So. Calif. Gas Company Underground Service Alert STANDARD DETAIL 109. SH f_ - Attn: Dennis Freeman 800-422-4133 1981 W. Lugonia Avenue 5. ALL STATIONING Redlands, CA 92374 Comcast (Cable TV) 1REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE 909-335-7547 Attn: Jack Hayes NOTED. Emergencies: 800-427-2200 1205 Dupont Ave. k, Ontario, CA 91761 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE 909-390-4738 So. Calif. Edison Company APPROXIMATE ONLY AND NOT TO BE: USED FOR SETTING OF MANHOLE 300 N. Pepper Avenue RING. ' '�� ' _ Rialto, CA 92376 General Telephone Company 909-820-5598 -Underground Attn: Steve Hock 909-875-5100 - Transportation 1400 E. Phillips Blvd. 7; MANHOLE FRAMES AND ,COVERS TO BE CONSTRUCTED BY THE SEWER CA 91766 , - _ , l l: 1 T 1\ i . 1 213-637-1233 -Pipelines Ontario, CdNTRACT�R 6 B �.01/V'FINI�I-�ED SURFACE`OPADE A D UPON' 909-357-6223 - Distribution 800-422-4133 COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED, AT THE MANHOLE WALLS;TO ABSORB MINIMAL DEFLECTION. w w w w w P9. 4 VCP HOUSE SEWER LATERALS.,AND LATERAL HOUSE ;CLEANOUT ; r r :k"y , w w w w w w w PER CITY OF FONTANA, STANDARD, DETAIL 125. TERMINALIALL HOUSE fz"' Q Q �`sQ i O v'u r: N �' I i S r'NTA `� ANA a AVENUE a � SEWER LATERALS�3: INSIDE�THE PROPERTY LINE<WITH A PLUG, PER STANDARD. IFIF 10. ADEQUATE STAKES SHALL BE SET BY THE "ENGINEER TO ENABLE' THE MATERIAL T l v' VCP TYPICAL BEDDING FOR 15" VCP 10' OR DEEPER SCALE: 1 2' PRIVATE'ENGINEER' S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED 13Y THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSI131L'ITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOk TO CONSTRUCTION. 3, THE CONTRACTOR IS REQUIRED.TO TAKE-DUE'PRECAUTIONARY MEASURES TO iPROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING, OR PARALLELLING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH h" HORIZONTAL ANS'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. .ORPORATED COUNTY �u/Sr 33 "1167 P� P,,E�R 90a711RlA9, VIZ. (-AOeE' W 13 No. /$ 83 -; UNINCORPORATED CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. COUNTY IT 11. ALL .PIPE IS OR SUBSTRUCTUOS OF ANY KIND AND,) L,rTELEPHONE N , `4'POLES,ER METERSVALVES HYDRANT`S,, RRIATIONPOWEWAT CITY OF ONTANA�� ST�UCTURI�� _ETC... SHOWN ON TKESE PLANS OR NOT, 111(�THJN AREA ; I TO BE IMPRLQLVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY(TO'NOTIFYALLAGENCIES CONCERNED'BEFORE ID CONSTRUCTION BEGINS. I i . _ '► r? [ �� ' -41 Q �, N 0/ 12. AS -BUILT PLANS SHALL BE PROVIDED TO THE ENGINEER O�F RECORD- ; i I wa? uJ I BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE w I _. _ _ ^ �� _ _Q _ _ _� _ �` _j �. o RECORD DRAWINGS TO'THE CITY PRIOR TO CITY ACCEPTANCE OF THE _ _ __ - - U) I JURUPA I - I r AVENUE- _-~ SNr to Q SEWER SYSTEM. I 13. CONTRACTOR SHALL CHISEL "X" IN THE CURB AT LOCATION OF ALL 5�vT4 LATERALS. ;d,�2oC '14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE 12 0 Ile/ 5'O. CAG. END OF THE BbYNDARY IF THE SE-WER'.CONSTRUCTION WILL BE DONE Nr IN SEVERAL PH SES. SEE DETAIL ON THIS SHEET AND CITY'OF ' � N CQ STU TION NOT.E.S 1 1 2" -- -� 2 O INSTALL STANDARD PRECAST MANHOLE 3/4" 100 1/2" 90-100 3/8" 20-60 N0.4 3" MAX SIZE NATIVE N0.8 0--5 ASTM C 131 TEST GRADING .i B SOIL, COMPACTED 95% PLUG PIPE WITH END STOPPER. 6 MIN. " 6 MIN. p,S NEc.��S�u-Y 10" MAX. 10 MAX. _11- - � I_ m _T - j �, 6" MAX SIZE NATIVE =C- ' 3 SOIL, COMPACTED 90% ' 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% TABLE: 200--1.2(A) - SIEVE SIZE., PERCENTAGE PASSING SIDES ASTM D448 #67 "CRUSHED + •: y , w _ a. O STONE OR C:) OrTHER SUITABLE MATERIAL T l v' VCP TYPICAL BEDDING FOR 15" VCP 10' OR DEEPER SCALE: 1 2' PRIVATE'ENGINEER' S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED 13Y THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSI131L'ITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOk TO CONSTRUCTION. 3, THE CONTRACTOR IS REQUIRED.TO TAKE-DUE'PRECAUTIONARY MEASURES TO iPROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING, OR PARALLELLING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH h" HORIZONTAL ANS'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. .ORPORATED COUNTY �u/Sr 33 "1167 P� P,,E�R 90a711RlA9, VIZ. (-AOeE' W 13 No. /$ 83 -; UNINCORPORATED CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. COUNTY IT 11. ALL .PIPE IS OR SUBSTRUCTUOS OF ANY KIND AND,) L,rTELEPHONE N , `4'POLES,ER METERSVALVES HYDRANT`S,, RRIATIONPOWEWAT CITY OF ONTANA�� ST�UCTURI�� _ETC... SHOWN ON TKESE PLANS OR NOT, 111(�THJN AREA ; I TO BE IMPRLQLVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY(TO'NOTIFYALLAGENCIES CONCERNED'BEFORE ID CONSTRUCTION BEGINS. I i . _ '► r? [ �� ' -41 Q �, N 0/ 12. AS -BUILT PLANS SHALL BE PROVIDED TO THE ENGINEER O�F RECORD- ; i I wa? uJ I BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE w I _. _ _ ^ �� _ _Q _ _ _� _ �` _j �. o RECORD DRAWINGS TO'THE CITY PRIOR TO CITY ACCEPTANCE OF THE _ _ __ - - U) I JURUPA I - I r AVENUE- _-~ SNr to Q SEWER SYSTEM. I 13. CONTRACTOR SHALL CHISEL "X" IN THE CURB AT LOCATION OF ALL 5�vT4 LATERALS. ;d,�2oC '14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE 12 0 Ile/ 5'O. CAG. END OF THE BbYNDARY IF THE SE-WER'.CONSTRUCTION WILL BE DONE Nr IN SEVERAL PH SES. SEE DETAIL ON THIS SHEET AND CITY'OF ' � N CQ STU TION NOT.E.S 1 1 2" -- -� 2 O INSTALL STANDARD PRECAST MANHOLE 3/4" 100 1/2" 90-100 3/8" 20-60 N0.4 0-15 N0.8 0--5 ASTM C 131 TEST GRADING .i B MATERIAL T l v' VCP TYPICAL BEDDING FOR 15" VCP 10' OR DEEPER SCALE: 1 2' PRIVATE'ENGINEER' S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED 13Y THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSI131L'ITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOk TO CONSTRUCTION. 3, THE CONTRACTOR IS REQUIRED.TO TAKE-DUE'PRECAUTIONARY MEASURES TO iPROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING, OR PARALLELLING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH h" HORIZONTAL ANS'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. .ORPORATED COUNTY �u/Sr 33 "1167 P� P,,E�R 90a711RlA9, VIZ. (-AOeE' W 13 No. /$ 83 -; UNINCORPORATED CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. COUNTY IT 11. ALL .PIPE IS OR SUBSTRUCTUOS OF ANY KIND AND,) L,rTELEPHONE N , `4'POLES,ER METERSVALVES HYDRANT`S,, RRIATIONPOWEWAT CITY OF ONTANA�� ST�UCTURI�� _ETC... SHOWN ON TKESE PLANS OR NOT, 111(�THJN AREA ; I TO BE IMPRLQLVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY(TO'NOTIFYALLAGENCIES CONCERNED'BEFORE ID CONSTRUCTION BEGINS. I i . _ '► r? [ �� ' -41 Q �, N 0/ 12. AS -BUILT PLANS SHALL BE PROVIDED TO THE ENGINEER O�F RECORD- ; i I wa? uJ I BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE w I _. _ _ ^ �� _ _Q _ _ _� _ �` _j �. o RECORD DRAWINGS TO'THE CITY PRIOR TO CITY ACCEPTANCE OF THE _ _ __ - - U) I JURUPA I - I r AVENUE- _-~ SNr to Q SEWER SYSTEM. I 13. CONTRACTOR SHALL CHISEL "X" IN THE CURB AT LOCATION OF ALL 5�vT4 LATERALS. ;d,�2oC '14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE 12 0 Ile/ 5'O. CAG. END OF THE BbYNDARY IF THE SE-WER'.CONSTRUCTION WILL BE DONE Nr IN SEVERAL PH SES. SEE DETAIL ON THIS SHEET AND CITY'OF ' � N CQ STU TION NOT.E.S M; 1) INSTALL 1511 V.C.P. SEWER MAIN 2 O INSTALL STANDARD PRECAST MANHOLE PER CITY STD. DETAIL NO. 112.S1ZP- PEcz P�.�►�s OINsTp•��-- ��` �lGP 5�V`1��. 90 INSTALL DROP MANHOLE PER CITY STD. DETAIL NO. 111 e 'EA Z� paR Q1_ 01 t -4S O PLUG PIPE WITH END STOPPER. p,S NEc.��S�u-Y FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 40 ' 15. ALL 4 HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. TRA cr /3332 NOT TO SCALE - 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDIN&AN EFFECTIVE MEANS OF DUST CONTR_OL WHICH SHALL INCLUDE' I INDEX MAP PROVISION FOR ADEQUATE WATERING- DURING THE GRADING' PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL LIST OF STANDARD DRAWINGS AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE y PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR'WATER CITY OF FONTANA ENGINEERING DIVISION EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER t iNECESSARY, > 10.9 STD. M.H. FRAME ANIS COVER AND REINFORCED CONCRETE COLLAR, 17. ThRCONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED ON THE PLANS OR FOUND TIES 112 STD. PRE -CAST MANHOLE. � DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL QUANT( ENGINEER. REMOVAL AND REPLACEMENT SHALL BE'DONE BY A 113 STD: JUNCTION M.H. REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 114 TYPICAL M : H . JUNCTI NS . (MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS O ;CONSTRUCTION 'SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY QISED I1 125 HEWER LATERAL HOU 'R ,TE. V(y (NEER ORR LICENSED, LAND SURVEYOR ONE 3747 L. F. A SE CLEANOUT. �,t_�} �'< ..�\Ii . r = iv K F I Iq 1 TRUCTION SO'' TIES TO MONUM�( T$ 12 S-A SEWS CLEANOU _ , �B,E HE F.0 ;LATER RE A 1 R T .BOX �,�,,�hS.� ��? �. � _ �_ 4 PLP�,CE - TO - 4i�� MEN F � , ' 3 E A. _ .ISAID-RE REDCIVIL ENGINEER OR LIC N IEJ INR S1'}_ YDR 128 SEWER TERMINAL CLEANOUT. -' --- - �S Lr. 129 .UNDERGROUND UTILITY LOCATIONS 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR AND SOILS ENGINEER. QRQFES$ 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAT! FIVE (5) FEET IN 2 E A . �*�B N�� 9� DEPTH SHALL BE EFFECTIVELY GUARDED BY ^, SHORIN(j SYSTEM, SLOPING OF THE I *NOTE �`� ��' 9��F� GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN I E A. QUANTI`T'IES SHOWN ARC FOR PERMIT' PURPOSES ONLY. CONTRACTOR /c N0, 36943 M DEPTH SHALL ALSO BE GUARDED mill -;EN )AMiNA110N INDICATES HAZARDOUS GROUND N I MOVEMENT MAY BE. EXPECTED. SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND ; =�A SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE clf, 20. THE CONTRACTOR(S) SHALL ALSO OFT,IN A PERMIT TO PERFORM EXCAVATION OR OWNER AND ENGINEER OF ANY. APPARENT DISCREPANCIES IN r!j�, CIVIV. �� TRENCH WORK AS DESCRIBED IN NOTE. 19. ABOVE FROM CAL/OSHA. ESTIMATES. OF CAL%i BENCH Ir1ARK CITY OF FONTANA, CALIFORNIA, Na,.. Coles - - ensineemns PUBLIC WORKS DEPARTMENT 1 ETA V G 4-T- M`AI'N - - - - - - - - - - - - DRAWNSCALto Ji V V 2 sa QUAIL STREET P.O. BOX 3030 TCJP. �. l ,._� _ __ _._ NEWPORT BEACH, CALIFORNIA 92660-9020 µ (714) 476-3300 .. - -4 y - \ . _ - air, arir . - _ No. ossaNrtaN o�Ts _ . Q _ �3 _ : 7 S�QLA6 i�J Z,RIE, R.C.E. "- a� r - a.