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HomeMy WebLinkAbout4376-1 GENERAL SEWER NOTES SHEET INDEX 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITYCo) F r TITLE SHT. DESCRIPTION OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE TITLE SHEET 1 TITLE SHEET STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ce DETAIL SHEET 2 DETAIL SHEET ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. lirV A A DETAIL SHEET 3 DETAIL SHEET m 7PLAN & PROFILE 4 FROM 350' SOUTH OF 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT - -*. T NI 7 7 11-10 FREEWAY DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE = _ to) P isi ,. 4 it, 10 \...00, 16._- 1 -I lotior IL- . PLAN & PROFILE IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY s - 5 FROM AY TO PROVISIONS - - 4 400' SOUTH OFLVALLEY BLVD. - i REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE S E- . CITY ENGINEER. A v,. A EE i --1 i a ir1/4.,, E 1,1 .: _ „. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL ® BARSTOW BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF � . t 1 7 [3111 (0). FE t; (01fLE A V Ei• 11 ii E ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. IV t ai wi 35 ii �• CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, : M NV METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA 7 i* 4 41)� � 1SOUTH (•:, F VALLE .1 , , ,miroilULE iit At D MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. GENERAL SEWER NOTES (CONTINUED) EXISTING UNDERGROUND STRUCTURES © FONTANA 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONSTRUCTION NOTES QUANTITIESi BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES COVINA !WI*, SAN BERNARDINO TIMES. FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED 10 CONSTRUCT 27"VCP EXTRA STRENGTH 1 ,505 L.F. SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR SEWER. LOS 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR SWALES ENTERING OR LEAVING IMPROVEMENTS. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 2 CONSTRUCT STANDARD 60 DIA. 7 EA. AN G ELE' Qi, IV TO TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE PRE-CAST M.H. PER DETAIL. ON A THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE SHEET 2. RIVER' IDE P• . SPRINGS CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN •NAHEIM • AND FINISH TO MATCH EXISTING CONCRETE. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE 0 CONSTRUCT 48" STEEL CASING PIPE 435 L.F. \ i 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PER DETAIL ON SHEET 3. ® N\4\ FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED ® EXISTING VCP SEWER LATERAL TO OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL BE ABANDONED. DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, ® TRENCH & REPAIR EXISTING ASPHALT LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PAVEMENT PER STANDARD TRENCH 50 TON EXISTS FOR GROUND MOVEMENT. REt-AIR DETAIL ON SHEET 2. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING 0 CONSTRUCT 8" EXTRA STRENGTH VCP 276 L.F. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH FACILITIES WITHIN THE LIMITS OF THE PROJECT: SEWER. ESCONDIDO OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. CLASS AND SHALL • 7 EXISTING MANHOLE TO BE ABANDONED CONFORM TO THE PROVISIONS OF THE ASTM PER DETAIL ON SHEET 3 AFTER NEW DESIGNATION C700 FOR V.C.P. 5 EA. 10. THE LOCATIONS OF UTILITIES. SHOWN HAVE BEEN DETERMINED FROM - - - - - _,__ _. CITY OF FONTANA _ . .._ KINDER MORGAN ENERGY. PARTNERS_ _ ._ _ SEWER LINE IS ACTIVE. PUBLIC WORKS DEPARTMENT 1100 TOWN & COUNTRY ROAD 8 EXISTING 8"VCP SEWER TO BE REMOVED AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT 8353 SIERR AVE. ORANGE, CA 92868105 L.F. OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION PRIOR APPROVAL OF THE CITY ENGINEER. 0 ANDSED. FONTANA, CA 92335 ' (714) 560-4717 g EXISTING VCP SEWER TO BE PROTECTED AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. (909) 350-7629 CONTACT: GAVE BUSHMAN IN PLACE. THE CONTRACTOR SHALL 27. , SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED CONTACT: PAUL BALBACH SAN DIEGO 11 ° CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. WILTEL COMMUNICATIONS EXISTING MANHOLE TO BE REMOVED 3 EA. DAYS BEFORE EXCAVATION. AND DISPOSED. g-,_^ 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING SOUTHERN CALIFORNIA EDISON ONE TECHNOLOGY CENTER MD11 � EXISTING 27"/30"VCP SEWER TO BE M 7951 REDWOOD AVE. TULSA, OK 74103 FILLED WITH CEMENT SLURRY AND 1 ,935 L.F. VICINITY MAP IAP 11 . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. FONTANA, CA 92336 (918) 547-2976 ABANDONED AFTER NEW SEWER LINE N.T.S. RT,S, COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT (909) 357-6221 CONTACT: TARA GLASCO IS ACTIVE. CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. CONTACT: CHRIS LORIMER 0 INSTALL BEDDING & BACKFILL PER RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. 1 ,355 L.F. LEVEL 3 COMMUNICATIONS TRENCH REPAIR DETAIL SHEET 2. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR BASELINE RD. FONTANA WATER COMPANY 1025 ELDORADO BLVD BLDGS 33A-522 0 CONSTRUCT 27" "NO-DIG" VCP WITHIN 48° 435 L.F.TO WORK AROUND THEIR FACILITIES. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING P.O. BOX 987 BROOMFIELD, CO 80021 STEEL CASING PER DETAILS SHEET 3. > hi FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. FONTANA, CA 92334 (720) 888-75680 CONSTRUCT SEWER TERMINAL CLEANOUT MILLER ¢ ¢ AVE. (909) 822-2201 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT 1 EA. PER CITY OF FONTANA STD PLAN 2004 MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. CONTACT: AL KROHN TIME WARNER TELECOMMUNICATIONS F O T A N A a a a a SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 3281 GUASTI� STE. 350 ®TANKVE EXISTING UNDERGROUND SEPTIC 1 EA. FOOT`iILL . ® BLVD. �� TANK AND FILL VOID WITH 90% OPERATION AND WATER REQUIREMENTS. 29. ALL 4 HOUSE LATERALS SHALL BE INSTALLED AT A 2/. MINIMUM GRADE SBC/PAC BELL ONTARIO, CA 91764 COMPACTED ENGINEERED FILL. Q UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 1265 N VAN BUREN ST #180 (909) 456-3697 ® CONSTRUCT 4" VCP HOUSE SERVICE ARCO BLVD. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE ANAHEIM, CA 92807 CONTACT: MR. RICHARD WILKINSON76 L.F. ' " " ~ Q ' ~ ' • OTHERWISE NOTED. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT LATERAL PER CITY OF LOCATIONNNO STD. w WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY (714) 666-5665 PLAN 2005. FINAL OF THE w lITTRAM CT a , CONTACT: PATRICK McDONNELL UNION PACIFIC RAILROAD SEWER LATERAL WILL BE DETERMINED >,MERRILL AVE. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL IN THE FIELD BY THE CITY INSPECTOR. ¢ D ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE 19100 STOVER AVENUE :n o m SOUTHERN CALIFORNIA GAS BLOOMINGTON, CA 92316 © CONSTRUCT 4 SDR-35 PVC PIPE FROM .�4' � � � � o THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY EASEMENT. 62 L.F. W RAN)ALL W s AVE. Z d 1981 W LUGONIA AVENUE (909) 879-6288 END OF HOUSE CLEANOUT TO EXISTING z w THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL REDLANDS, CA 92373 SEWER LINE EXITING HOME. CONNECT 4 - o STAKING DURING CONSTRUCTION. 31 . THE. SEWER CONTRACTOR SHALL_ STAMP AN "S" IN THE FACE OF THE ENDS OF PIPE CONNECTIONS NO-HUB Vel v -' N v �' -< (909) 335-7871 TIME WARNER CABLE SAN BER ��INO E ¢ �- AVEa CURB AT THE LOCATION OF THE SEWER LATERAL. CONTACT: DEVERY JENNINGS 1500 S. AUTO CENTER DR. RUBBER COUPLINGS AND STAINLESS STEEL 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, ONTARIO, CA 91767 CLAMPS. W MALLO'Y DR >¢k z MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE CALTRANS DISTRICT 8 (909) 975-3343 cn 0 MARYGOLD x . m AVE CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE PERMITS SECTION CONTACT: LEWIS McDONALD �`' ¢ ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. UNDERGROUND SERVICE ALERT JZ P. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 464 WEST 4TH STREET 0 o VALL: BLVD. SAN BERNARDINO, CA 92401 NOTICE TO CONTRACTOR SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ASHINGTON DR. (909) 383-4637 PURSUANT TO ASSEBLY BILL 3019, NO EXCAVATION PERMIT IS VALID DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. UNLESS THE FOLLWING IS PERFORMED: SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 1 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS BOYLE AVE CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PROVIDEDINQUIREYI.D.# -__ I PROJECT I THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO APPROVED PRIOR TO PAVING OF STREETS. 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE INQUIRY I.D.# FROM THE UNDERGROUND SERVICE ALERT (811) LOCATION MONUMENT. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT p AT LEAST TWO (2) WORKING DAYS PRIOR TO THE JURUPA AVE. PAVEMENT PRIOR TO PLACEMENT. BENCH MARK COMMENCEMENT OF EXCAVATION illir cn 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS BM# SBD-10-15.50 Elevation 1096.939 SIGNED DATE �_ _ �-� ��•0AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL Found PK Nail with Caltrans' Brass Washer in the south lip -- oo MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON of a concrete channel at post mile 15.5. • O AND EMERGENCY VEHICLES. COMPLETION OF PAVING. VT PROTECTION C T NEC\, TRENCHES NN Pt # 1014 Elevation 1081 .543 N=1845787.867 E=6729960.787 THAN 5 FEETDEEPMUST BESHORED OR APPROPRIATELY LOCATION MAP , S. o NEFound 1" County Surveyors Monument, flush at the intersection SLOPED PER OSHA STANDARDSFOR THE CONSTRUCTION0° 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE N.T.S. a OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL of Cypress Ave and S l over Ave. (Cypress Ave Station = 50+00.00) INDUSTRY, STANDARD #1926.652 REQUIREMENTS FOR v +- PROTECTIVE SYSTEMS". " " a) DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. Pt # 1021 Elevation 1124.804 N=1849248.502 E=6729929.339 II II _c 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, Found 1" Iron Pipe with nail and plug stamped "RCE14232" Down ,� �§ �� o 0 `" (Cypress Ave Station = 84+60.78) intersection FOR LEGEND AND ABBREVIATIONS mg ! U 1 L T W w SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 0.07 feet at the °' ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO of Cypress Ave and Iris Drive. SEE SHEET 2 OF 5. ,~- ,~- o + WRITTEN APPROVAL. THE CITY ENGINEER. o 0 (9 '- ' CL CL Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA W W 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF to ° 1--o 1m a� THE CITY INSPECTOR. 49 F�� Sr % PARS ■ PUBLIC WORKS DEPARTMENT o ,ASIS OF BEAPINGS: HORIZONTAL COORDINATES ARE CCS NAD-83, ZONE 5, EPOCH 1992 88 COMBINATION �m Na Z 2201 DUPONT DRIVE,SUITE 200 DRAWN BY: SCALE: Z O H H 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. • w 0 25068 H IRVINE,CA 92612 ,� CYPRESS AVENUE SEWER a 0 W W FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING FACTOR=0.999897807. MULTIPLY GRID DISTANCES * si TeL(949)2639322 Far(949)263-1225a J OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS BY 1 .0001 02203 TO OBTAIN GROUND DISTANCES. 4-02-2007(EXPIRES 12-31-00> DESIGNED BY: TITLE SHEEP DATE > O Kr/Rs w cc OBTAINED. W Z Lt "AS-BUILT" 9-2-09 RS 1e b, 2 ei O ASF `P �� :/ // Date:12/07/2007 CHECKED BY: APPROVED BY: P,y ,, DRAWING NO.: 1 O CD REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ROBERT STEAFFENS - R.C.E. 25068 RS .�., CIIY ENGINEER R.DATE:51152 4"376 5 1 0