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HomeMy WebLinkAbout3786-1r CITY OF FONTANA GEWRAL SEWER NOTES. 1 ALL WORK SHALL BE IN ASE WITH THESE PLANS, THE CITY OF fONTAA SEMR ZAMPROVEACENT PLANS SOUTHERN CALIFORNIA ED/SON CORRIDOR STANDARD PUNS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION ("GREEN 800K�ALL REFERENCE SPECIFIC471ONS AND STANDARDS SHALL BE THE U T EDITION UNLESS OTHERWISE NOTED. 2 WHEN A 7ECHN/CAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK-, THE CONTRACTOR SHALL. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MA7ER14LS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE C17Y OF FONTANA COMMUNITY DEME- Cl LOPMENT DEPAR7MENT, EA0NEE'R/NG DMSION PRIOR 70 THE START OF ANY WORK. INSPECTION 8 COORDINATION SHALL BE REQUESTED AT LEAST Tilt WORK/NG DAYS PRIOR TTI THE START OF ANY WORK /N PUBLIC RNGHlT-OF-WAY WITHIN THE C17Y LIM17S CALL (909) 350-7610. �9 5 THE CONTRACTOR SHALL CONFORM 70 ALL TRAFFIC CONTROL POLICIES, METHODS AND S PROCEDURES' DESCRIBED IN THE STATE OF CALIFORNIA 94NUtAL OF TRAFFIC CONTROLS, LATEST A THE -17V TRAfFIC E7WGlNETR �R AMY UZUV-747 TRACT X6695 )45 ! � 9APN 0290 -MIL 1B 42 C/ TY OF FONTANA UTILITY NOTIFICATION L/ I 2 / ' ST ------------- �--1 I '4 TY OF FONTANA COMCAST (CABLE TV) 1 I } I V 41 TTN. ANTHONY SALAM A17N: JACK HAVES 1205 3 1!1 I 61 I ' , 353 SIERRA AVENUE DUPONT AVENUE ONTARIO, CA. ONTANA, CA 92335 ) J50 -66J2 91761 ATEA �f 1 A ' Sc PROCEDURES GAS COMPANY -------------- (909) 390-4738 1 4 ! 1110 67 ! ( I 80 57 4740 TTN: GREG GASPAR VERIZON i NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY / 6 /T SHALL BE THE RESPONS/B►LIIY OF THE CON'TRACIiOR )i0 AWNTAN BARRlG4DES, DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 16231 VALLEY BLVD. FONTAAK CA. 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 ATTN. STEVE HOCK 1400 E. PHILLIPS BLVD. POMONA. CA. 91766 (909) 469-6327 1 APN �0-j�jjr04 1 a , '' 1 ' I ' 6 1109 9 NO A4AT£R4AL OR EQUIPMENT SHALL BE STORED IN 7HE PUBLIC RIGHT-OF-WAY WITHOUT 09 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 3/8- 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK SO. CALIFORNIA EDISON COMPANY 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DIEIERANMED FROM AVAKABLE U 8 l Til DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EX1S1W 11pd UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE 7111ERE'70 FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DMSION 7HE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 A 1 1 ; S 11 THE CONTRACTOR ShIALL COORDINATE CONSTRUCTION WITH ALL UTIL17Y COMPANIES A OF INDUSTRIAL SAFETY FONTANA, CA. 92335 COMPANY ATTN: - STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE RCE 62 EXP. 9-30-05 GIVEN TINT WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER AWN VALVES WITHOUT ------ 1107 70 9 90 820-5598 - UNDERGROUND MICHAEL J. MCGRAW 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 90 875-5100 - TRANSMISSIONS ��21 p ( ; SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 637-1233 -PIPELINES 8440 NUEV'D AVENUE i 7 15 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT t TIES OR BENCH MARKS W TROUT PRIOR NOnFICA770N TO THE C17Y ENGINEER. FONTANA C..4 92335 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED PURSUANT TO 7H£ REQUIREMENTS OF THE DMSION OF INDUSTRIAL SAFETY OF THE STATE (9 OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 1 1,12- 21100 THE POTENTIAL EXISTS FOR GROUND MOVEMENT. C A 9 NO A4AT£R4AL OR EQUIPMENT SHALL BE STORED IN 7HE PUBLIC RIGHT-OF-WAY WITHOUT 09 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 3/8- N ; ' -�: �: � ® 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DIEIERANMED FROM AVAKABLE U INFORMATION. HOWEVER, IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTC)R (8 Til DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EX1S1W MADOLE Ally ASSOCIATES, W. UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE 7111ERE'70 P 7HE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 A TWV WORK/NG D4YS BEFORE EXCAVATION. 1 5,G. S 11 THE CONTRACTOR ShIALL COORDINATE CONSTRUCTION WITH ALL UTIL17Y COMPANIES A INCLUDING, BUT NOT L#417TD TO, GAS, TELEPHONE, ELECTRIC, CARL£ TELEVISION, (7 LAAVSCAP/AG, LANDSCAPE IRRICATION, DOMESTIC WATER, RECLAMHED W 17ER, SEWER, CH/Ea(ED 814 STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE RCE 62 EXP. 9-30-05 GIVEN TINT WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER AWN VALVES WITHOUT APPROPR447E AGENCY AUTHORIZ477 ON CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 13 STATIOKWNG REFERS TTI THE CENTERLINE OF SE*fR EXCEPT MhIERE On* -7 'SE NOTED. 14 ADEOU47E CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE CITRUS A VENA THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL i BE RESPONSIBLE FOR 7HE PRESERVA77ON OF BENCHNARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT t TIES OR BENCH MARKS W TROUT PRIOR NOnFICA770N TO THE C17Y ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED 37 0 357-6233 - DISTRIBUTION 1 I TTL: (909) 822-2201 11 ---- ; It 73 74 75 78 77 TO Ty H?AWFORD CANYON MUTUAL WATER CO. FAX (909) 823-5046 PAPER � -- ; 106 71 I � 9f ---�i i � sell TTN. BASIL J. FABR/ZIO _—__ 09) 463-9580 WEST VALLEY WATER DISTRICT J 1 ; ATTN: LON TSA/ 104 92 80 EST SAN BERNARD/NO WATER Q 1 d 106 72 NDERGROUND SERVICE ALERT 855 W. BASELINE ROAD V 00) 422-4133 RIALTO, CA 92377 ,APN 0�}�14}.Z0 SAN GABR/EL VALLEY 1 — -� w • '` AAA C/FIC BELL CO. 1 9 TTN: NORMA GUILLOT MUNICIPAL WATER DISTRICT /�j�j I V d0 82 265 N. VAN BURN STREET ATTN. DUNE JOHNSON ( I �i SL 11 180 549 EAST SIERRA MADRE AVENUE 102 _ NAHEIM, CA 92807 AZUSA, CA. 91702-1299 1 110 1f 12 1100 f0f i 14) 666-5401 P.O. BOX 1299 1 94 I 83 (909) 969-7911 S'H '' T , ( ' - 33 SCALE IN FEET ; SHE�'T 1 S ET �1 � 87 14 a 97 0 150 300 450 600 ( 32 1=11 IN wool ds 85 _Li i---1 A --- -- - - - --- - - i APl'1l Q230�714f-0/ - - -- -- �Sii — AFW 029fi'';�:7�-90 1 `�T I HET 1 ' 17 SHOE 6 ' PRO ED .�, aanp tn" SEWER i i 1 18 19 20 23 2 25 I 26 27 ( 28 ! Za 1 CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMEN75 THAT WILL DESTROYED AS A RESULT OF THIS CONS7RUCTION SHALL BE REPLACED. THE CONTRACTOR_ SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS _—_ �_._—_—_---- -- CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17 THE CONTRACTOR SHALL AWNTAN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT UNE SHALL BE AWNTA/NED AT ALL TIMES IN THE CONSTRUCTION I EXIST. 15" SEWER AREA FOR RESIDENTS AND EMERGENCY VEHICLES PER DW2. ME= 18 THE CONTRACTOR SHALL PROVIDE AND AWNTAN AN EFFECTIVE MEANS OF DUST CONTROL, T 2 AW IM-0tPM INCLUDING ADEQUATE WGA 7TR/NG, AT ALL TINES ' 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED A647ERW, MUD, SILT OR DEBRIS III 70 BE DEPOS17ED ONTO PUBLIC OR PRIVATE PROPERTY ADL ACENT TO THE RIGHT-OF-WAY R^y DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. VAS 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GE07ECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 1p OBTAIN THE REQUIRED DENSITY SHALL REWIRE RE -WORKING OF THAT PORTINV I OF 7H£ WOW UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET M PROVEMENTS UPON INSPECTION OF THE SITE, THE CITY EAC4WER MAY REQUIRE ITMPORARY NON-EROAEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND nNISH TO MATCH EXISTING CONCRETE. 10" SEWER 24 /F SEWER CONSTRUCTION IS 70 BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT 7HE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR 7ERW44L CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONS7RUC7ED OF BELL AND SANT OR BAND SEAL TYPE A+ mnED CLAY PIPE (VC. -P.) EXTRA S7REN07H CLASS AND SHALL CONFORM TO THE PROVISIONS OT' THE ASTM DESIGM70V C700 FOR V.C.P.. —_---- _ - � SHEET 4 SHEET. 371 TRACT N0. 15682 TRACT NO. 1609 ' SIERRA , ; =, LAKES i ! SHEET 5 S'LY ;T' 12' R� INDEX MA P 'm. I SCALE. • 1 " = 150' 32' 28' 15' 17' ' EX. 171VA7ER o► 10'x9' RC8 CONSIRUC70 PER DWG M42 TYPICAL SECTION 110+00.00 TO 111+80.00 NTS 26 NO ERTN TRENCH SHALL BE ALLOWED Al THE END OF IRE LAY W1'1HOU1 PRIOR APPROVAL OF TH£ CITY ENGINEER. 27 OLORI�� JOINTS SHALL BE USED AT w4""OCE W&LS TLowFM DEFLECTIONSI�ENPRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACIUMS, AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTAONS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TTI EXISTING FACIU71ES DOES NOT IMPLY CORRECTNESS OF ELEYA770NS OR LOC477ONS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG UTILITIES EXCEPT SHOWN ON 7HE PUNS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE UNLESS OTHERWISE PRECAUTIONARY MEASURES TO PROTECT THE U77L/TY LINES SHOWN ON THESE APPROVED BY 7HE CITY ENGINEER. DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 30 TTRA#N47E ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE 7HE LOT WITH A PLUG 11" SHOWN ON THESE DRAWINGS. BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EX/ST NEXT TO 7HE STREET R09 -OF -WAY, THE LATERAL SHALL 7TRMIIW7F 3 FEET INSIDE THE LOT AS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- "URED FROM THE UTILITY EASEMENT BILITY FOR THE JOB SITE CONDIT70NS DURING THE COURSE OF CONSTRUCTION 31 1H£ SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT AHE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT LOCATION OF THE SEWER LATERAL. THIS SHALL APPLY CONTINUOUSLY AND NOT BE UM/TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 32 /F EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WIN 7HE PROPOSED AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IMPROVEMENTS, 7HE ACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFEC7ED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING AGENCIES IMMEDIATELY. FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RE7W ORCING S7ETL HAVE BEEN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PLACED, INSPECTED AND APPROVED. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 34 ALL UNDERGROUND UTILITIES SHALL BE /NSULLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35 APPROVED SOIL STERIIANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 36 ALL A44INHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE R4/SED 70 nN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 0 O RFK REVISION L1 S10ESGlRAPTION 37 UPON COMPLETION OF CONS7RUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRYC461fS, AND OTHER TRAFFIC CONTROL DEVICES 70 THE SA77SFACTION OF TIME CITY TRAFFIC ENGINEER. 38 AS -BUILT DPAW/MGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, W'I•IV SALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROLM SERVICE ALERT Rge r DWG, I RECORD DRAMM F� TRTE �OORD DRAWINGS N arc mEN MR�� Wj e� WO G *+ PART, ON THE BASIS OF INFC`,w l AnON CC1MpILW® AII� 0 � FURNISHED BY OTHERS. THE ENGINEER WILL NOT �` N• 36631 �PONUBLE FOR ANY ERRORS OR OMISWIIp1� W �1 PWK BEEN ai iTTHEpM Wo TW nn" NUW� A,© j C,•,F 2 CAIS 9 0.(e CONSTRUCT/ON NOTES QUANT/TIES a— INSTALL 8" EXTRA STRENGTH VCP SEWER 5,380 LF a— INSTALL 10" EXTRA STRENGTH VCP SEWER 2,577 LF �— CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 & 112 31 EA 4a— INSTALL 10" VCP STOPPER 1 EA ©— INSTALL 8" VOP STOPPER 3 EA REMOVE EXISTING STOPPER AND JOIN PIPE 1 EA INSTALL 4" SEWER LATERAL 3,831 LF/113 EA ga— TRENCH REPAIR PER CITY STD. DETAIL 131. 170 LF �0 -- CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES 5 LA. PER APWA STD. 225-1 ON SHEET 10. �— INSTALL 10" DUCTILE IRON PIPE SEWER 45 LF NOTES: 1. TRENCH WTD 7H SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUA TE SHORING. J. CLASS I/ AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPAC77ON SHALL BE 90X /N ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS 5. THE SEWER PLUMBER TO VERIFY THE UL 77MA TE BACKf10W PREVENTION VA VE LOCA 77ON WITH JOB SUPERINTENDENT. DATE ENG? I a7Y DATE ShVMD CONSTRUCTION OF THE REOWRED NWIPROVEMENTS NOT COQ WNCE WITMW TWn YEARS OF TIE DATE OF APPROVAL SHOWN HEREON AVIV CARRIED FORTH NV A DILIGENT NAZI MR, THE CITY ENGM EER MAY REOWNE REVISIONS TO TME PLANS TO BRNVG THEN INTO CONFORMANCE WITH COIM 77ONS AAV STANDARDS IN EFFECT. VICINITY MAP NOT TO SCALE ST. cL,- SEWER MAIN WATER LAT. do SERVICE METER BY OTHERS NOTE. • WATER LINE 0 NORTH/EAST S/Dt OF CL. SEWER LINE 0 SOUTH/WEST SIDE OF CL. TVP/CAL SEWER LATERAL & WATER SERVICE DETAIL NOT TO SCALE LEGEND: S SEWER MAIN SEWER L4TERAL W WATER MAIN WATER SERVICE S S SEWER MANHOLE ` EIRE HMRfWT - - - STORM 0�4IN CATCH BASIN STREET LIGHT BOTTOM OF STRUCTURAL PAVEMENT SUBGRADE 3" MAX. SIZE NATIVE SOIL COMPACTED 95X 6" MIN. 6" MIN. 17 MAX. 10 MAX. N 1:1 SLOPE OR FLATTER OR ADEQUATE SHORIN+rG TABLE: 200-1.2 A SIEVE SIZE = Its �:: 1 1,12- 21100 ON 7HE RECORD OF SURVEY / /, ; IN BOOK 35; PAGE 9. 100 1 2 ►�' 3/8- N ; ' -�: �: � ® 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING t�HEi MADOLE Ally ASSOCIATES, W. T 62183 N � 2 No. 37 0 357-6233 - DISTRIBUTION 1 I TTL: (909) 822-2201 11 ---- ; It 73 74 75 78 77 TO Ty H?AWFORD CANYON MUTUAL WATER CO. FAX (909) 823-5046 PAPER � -- ; 106 71 I � 9f ---�i i � sell TTN. BASIL J. FABR/ZIO _—__ 09) 463-9580 WEST VALLEY WATER DISTRICT J 1 ; ATTN: LON TSA/ 104 92 80 EST SAN BERNARD/NO WATER Q 1 d 106 72 NDERGROUND SERVICE ALERT 855 W. BASELINE ROAD V 00) 422-4133 RIALTO, CA 92377 ,APN 0�}�14}.Z0 SAN GABR/EL VALLEY 1 — -� w • '` AAA C/FIC BELL CO. 1 9 TTN: NORMA GUILLOT MUNICIPAL WATER DISTRICT /�j�j I V d0 82 265 N. VAN BURN STREET ATTN. DUNE JOHNSON ( I �i SL 11 180 549 EAST SIERRA MADRE AVENUE 102 _ NAHEIM, CA 92807 AZUSA, CA. 91702-1299 1 110 1f 12 1100 f0f i 14) 666-5401 P.O. BOX 1299 1 94 I 83 (909) 969-7911 S'H '' T , ( ' - 33 SCALE IN FEET ; SHE�'T 1 S ET �1 � 87 14 a 97 0 150 300 450 600 ( 32 1=11 IN wool ds 85 _Li i---1 A --- -- - - - --- - - i APl'1l Q230�714f-0/ - - -- -- �Sii — AFW 029fi'';�:7�-90 1 `�T I HET 1 ' 17 SHOE 6 ' PRO ED .�, aanp tn" SEWER i i 1 18 19 20 23 2 25 I 26 27 ( 28 ! Za 1 CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMEN75 THAT WILL DESTROYED AS A RESULT OF THIS CONS7RUCTION SHALL BE REPLACED. THE CONTRACTOR_ SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS _—_ �_._—_—_---- -- CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17 THE CONTRACTOR SHALL AWNTAN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT UNE SHALL BE AWNTA/NED AT ALL TIMES IN THE CONSTRUCTION I EXIST. 15" SEWER AREA FOR RESIDENTS AND EMERGENCY VEHICLES PER DW2. ME= 18 THE CONTRACTOR SHALL PROVIDE AND AWNTAN AN EFFECTIVE MEANS OF DUST CONTROL, T 2 AW IM-0tPM INCLUDING ADEQUATE WGA 7TR/NG, AT ALL TINES ' 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED A647ERW, MUD, SILT OR DEBRIS III 70 BE DEPOS17ED ONTO PUBLIC OR PRIVATE PROPERTY ADL ACENT TO THE RIGHT-OF-WAY R^y DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. VAS 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GE07ECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 1p OBTAIN THE REQUIRED DENSITY SHALL REWIRE RE -WORKING OF THAT PORTINV I OF 7H£ WOW UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET M PROVEMENTS UPON INSPECTION OF THE SITE, THE CITY EAC4WER MAY REQUIRE ITMPORARY NON-EROAEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND nNISH TO MATCH EXISTING CONCRETE. 10" SEWER 24 /F SEWER CONSTRUCTION IS 70 BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT 7HE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR 7ERW44L CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONS7RUC7ED OF BELL AND SANT OR BAND SEAL TYPE A+ mnED CLAY PIPE (VC. -P.) EXTRA S7REN07H CLASS AND SHALL CONFORM TO THE PROVISIONS OT' THE ASTM DESIGM70V C700 FOR V.C.P.. —_---- _ - � SHEET 4 SHEET. 371 TRACT N0. 15682 TRACT NO. 1609 ' SIERRA , ; =, LAKES i ! SHEET 5 S'LY ;T' 12' R� INDEX MA P 'm. I SCALE. • 1 " = 150' 32' 28' 15' 17' ' EX. 171VA7ER o► 10'x9' RC8 CONSIRUC70 PER DWG M42 TYPICAL SECTION 110+00.00 TO 111+80.00 NTS 26 NO ERTN TRENCH SHALL BE ALLOWED Al THE END OF IRE LAY W1'1HOU1 PRIOR APPROVAL OF TH£ CITY ENGINEER. 27 OLORI�� JOINTS SHALL BE USED AT w4""OCE W&LS TLowFM DEFLECTIONSI�ENPRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACIUMS, AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTAONS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TTI EXISTING FACIU71ES DOES NOT IMPLY CORRECTNESS OF ELEYA770NS OR LOC477ONS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG UTILITIES EXCEPT SHOWN ON 7HE PUNS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE UNLESS OTHERWISE PRECAUTIONARY MEASURES TO PROTECT THE U77L/TY LINES SHOWN ON THESE APPROVED BY 7HE CITY ENGINEER. DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 30 TTRA#N47E ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE 7HE LOT WITH A PLUG 11" SHOWN ON THESE DRAWINGS. BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EX/ST NEXT TO 7HE STREET R09 -OF -WAY, THE LATERAL SHALL 7TRMIIW7F 3 FEET INSIDE THE LOT AS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- "URED FROM THE UTILITY EASEMENT BILITY FOR THE JOB SITE CONDIT70NS DURING THE COURSE OF CONSTRUCTION 31 1H£ SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT AHE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT LOCATION OF THE SEWER LATERAL. THIS SHALL APPLY CONTINUOUSLY AND NOT BE UM/TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 32 /F EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WIN 7HE PROPOSED AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IMPROVEMENTS, 7HE ACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFEC7ED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING AGENCIES IMMEDIATELY. FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RE7W ORCING S7ETL HAVE BEEN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PLACED, INSPECTED AND APPROVED. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 34 ALL UNDERGROUND UTILITIES SHALL BE /NSULLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35 APPROVED SOIL STERIIANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 36 ALL A44INHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE R4/SED 70 nN/SHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 0 O RFK REVISION L1 S10ESGlRAPTION 37 UPON COMPLETION OF CONS7RUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRYC461fS, AND OTHER TRAFFIC CONTROL DEVICES 70 THE SA77SFACTION OF TIME CITY TRAFFIC ENGINEER. 38 AS -BUILT DPAW/MGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, W'I•IV SALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROLM SERVICE ALERT Rge r DWG, I RECORD DRAMM F� TRTE �OORD DRAWINGS N arc mEN MR�� Wj e� WO G *+ PART, ON THE BASIS OF INFC`,w l AnON CC1MpILW® AII� 0 � FURNISHED BY OTHERS. THE ENGINEER WILL NOT �` N• 36631 �PONUBLE FOR ANY ERRORS OR OMISWIIp1� W �1 PWK BEEN ai iTTHEpM Wo TW nn" NUW� A,© j C,•,F 2 CAIS 9 0.(e CONSTRUCT/ON NOTES QUANT/TIES a— INSTALL 8" EXTRA STRENGTH VCP SEWER 5,380 LF a— INSTALL 10" EXTRA STRENGTH VCP SEWER 2,577 LF �— CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 & 112 31 EA 4a— INSTALL 10" VCP STOPPER 1 EA ©— INSTALL 8" VOP STOPPER 3 EA REMOVE EXISTING STOPPER AND JOIN PIPE 1 EA INSTALL 4" SEWER LATERAL 3,831 LF/113 EA ga— TRENCH REPAIR PER CITY STD. DETAIL 131. 170 LF �0 -- CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES 5 LA. PER APWA STD. 225-1 ON SHEET 10. �— INSTALL 10" DUCTILE IRON PIPE SEWER 45 LF NOTES: 1. TRENCH WTD 7H SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUA TE SHORING. J. CLASS I/ AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPAC77ON SHALL BE 90X /N ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS 5. THE SEWER PLUMBER TO VERIFY THE UL 77MA TE BACKf10W PREVENTION VA VE LOCA 77ON WITH JOB SUPERINTENDENT. DATE ENG? I a7Y DATE ShVMD CONSTRUCTION OF THE REOWRED NWIPROVEMENTS NOT COQ WNCE WITMW TWn YEARS OF TIE DATE OF APPROVAL SHOWN HEREON AVIV CARRIED FORTH NV A DILIGENT NAZI MR, THE CITY ENGM EER MAY REOWNE REVISIONS TO TME PLANS TO BRNVG THEN INTO CONFORMANCE WITH COIM 77ONS AAV STANDARDS IN EFFECT. VICINITY MAP NOT TO SCALE ST. cL,- SEWER MAIN WATER LAT. do SERVICE METER BY OTHERS NOTE. • WATER LINE 0 NORTH/EAST S/Dt OF CL. SEWER LINE 0 SOUTH/WEST SIDE OF CL. TVP/CAL SEWER LATERAL & WATER SERVICE DETAIL NOT TO SCALE LEGEND: S SEWER MAIN SEWER L4TERAL W WATER MAIN WATER SERVICE S S SEWER MANHOLE ` EIRE HMRfWT - - - STORM 0�4IN CATCH BASIN STREET LIGHT BOTTOM OF STRUCTURAL PAVEMENT SUBGRADE 3" MAX. SIZE NATIVE SOIL COMPACTED 95X 6" MIN. 6" MIN. 17 MAX. 10 MAX. N 1:1 SLOPE OR FLATTER OR ADEQUATE SHORIN+rG TABLE: 200-1.2 A SIEVE SIZE PERCENTAGE PASS/NG SIEVES 1 1,12- 21100 ON 7HE RECORD OF SURVEY I- OF SERRA AW IN BOOK 35; PAGE 9. 100 1 2 90-100 3/8- 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 71 6" MAX. SIZE 1 " MAX. SIZE NA77VE SOIL SELECTED NATIVE COMPACTED 90X BEDDING COMPACTED TO 90X 8" V.C.P. 10' OR DEEPER USE 1/2" o CRUSHED STONE BEDDING p PER STD. SPECS FOR PUBLIC ' WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN CL BENCH MARK: 8-17 BASIS OF BEARINGS EYP. AM&OW NG FOR 8 VICP LESS THAN 110 DEEP z DRABS CAP M THE LARTWW TE BAS£ AF AHE SOU7H LEG OF AN SIG£ TOWER THE BRG. N 89.30 06 £ ALONG THE CL SUMMIT AVE AS SHOWN 54j' NAR1H of , Q2 MI WEST OF SAN SE•VAME RD., 265 M/ WEST ON 7HE RECORD OF SURVEY OF SERRA AW IN BOOK 35; PAGE 9. ELENA nom E 1428.609 Prepared Under The Supervision Of 4o PREPARED IN TME OFFICE OF s� MADOLE Ally ASSOCIATES, W. 62183 N 760-A SOUTH ROCHESTER A VEMIK DRAWN BY: No. 5,G. �+ ` a-30-05 ONTARIO, CA 61781-8180 PHOAFE (909) 937--9151 DESIGNED BY C/vii- ��•P OF CM- ate : G. . o CH/Ea(ED 814 RCE 62 EXP. 9-30-05 4& NTS O CITY OF FONTANA, CALIFORNIA W SEWER IMPROVEMENT PLANS T/T.LE SHEET AS SHOWN o T T 16695 DATE: OCT. 2004 APFWDWD DRAWING NO ' 4i 6•30 •o 17 H I CITY ENGINEER R.C.E. 51152 DATE J:%20-1887Wewer%SEW01.dwo. 6/6/2005 4:41:55 PM. 1:1. ATS