The URL can be used to link to this page

Home My WebLink About5759-1SEWER IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKI. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL DE THE LATEST EDITIONN UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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 MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4, CONSTRCTION PERMITS MALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTfRACTO! TO MAINTAIN BARRRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL DETAIN A PERMIT TO FORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THEN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HERE HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO. GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH NARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 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 MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF OUST CONTROL, INCLUDING ADEQUATE WATERING. AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURRING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQU]FEO DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CAFE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL DE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENT EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANDUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 3B. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SEWER LATERAL SCHEDULE LOT N0, DESIGN STA. AS -BUILT STA. BACKFLOW VALVE 1 1+56.45 NO 2 2+45.45 NO 3 3+03.43 NO 4 3+09.72 NO 5 3+09.72 NO 6 3+09.72 NO 7 2+73.57 NO 8 2+20.55 NO 9 1+39.57 NO 0 . LJ .ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, STE. 212 - SAN BERNARDINO, CA 92408 PHONE (909) 215-3451 EMAIL: suresh@sdengineering.net SURESH DODDIAH R.C.E. 36361 Z , zoll DATE NORTH R/W 30' 30' SOUTH R/W 1 I I I I 29 2z ' r -a 11 B" SEWERI V8" WATER TYPICAL SECTION LONDON LANE N.T.S. FOR TRACT 20176 Jr1 Cr< F3UI D< F J-\Rl< z CC 2 PE-59.4 U PE-589 PE=59.0 = PAR. 2X 00 95 8 5 3 7 N 6 Lu $ 3 3 ^. PE-59.6 � � rn T,cu �+ N J E (V AA A5 9?00S. 34. moo. �r1T1. N.89'57'39'E. m � 212.84' N90-3711 l _ _ LONDON LAI qE 1 N Lo 7 > Q w < v 9 a ma 51 23 +J3 �(1 DE=58.7 PE=59.1 5 3 PE=59.3 25 5' 5 !8' 18' P U.E. �ro I IU I- M II I - L� r IRS r ASS_Ej\A_E3 L Y OF G JJ CHURCAl INDEX MAP SCALE- 1"=50' fN PE-59.7 PE=59.8 UTILITY NOTIFICATIONS CITY OF FONTANA PACIFIC BELL CO. 6353 SIERRA AVENUE ATTN: VIRGINIA BECKER FONTANA, CA 92335 3939 E. CORONADO STREET (909) 350-6632 ANAHEIM. CA 92807 (714) 666-5467 SOUTHERN CALIFORNIA GAS COMPANY ATTN: DENNIS FREEMAN UNDERGROUND SERVICE ALERT 19BI W. LUGONIA AVE. (800) 227-2600 REDLANDS. CA. 92374 (909) 3CIES: 7 COMCAST (CABLE TV) EMERGENCIES: (BOON 427-2200 ATTN; JACK HAYES 1205 DUPONT AVE. SOUTHERN CALIFORNIA EDISON COMPANY ONTARIO. CA 91761 (909) 390-473B 300 N. PEPPER STREET RIALTO, CA 92376 GENERAL TELEPHONE CO. (909) 820-5598 -- UNDERGROUND ATTN: STEVE HOCK (909) 875-5100 - TRANSMISSION 1400 E. PHIL-LIPS BLVD. (213) 637-IM - PIPELINES ONTARIO, CA 91766 (800) 422-4133 SAN GABRIEL VALLEY WATER COMPANY ATTN: MR. ALAN W. FROST 15%6 ARROW ROUTE - FONTANA, CA 92235 (909) 201-7361 t to -�/ ciq LEGEND cu 0 COL 8" EXTRA STRENGTH VCP j 1l p MH L T SEWER LATERAL W/WYE U L11 NOTE: $ STATIONING SHOWN ON PLAN REFERS TO SEWER MAIN CENTERLINE. rn CONSTRUCTION NOTES QUANTITIES o- CONST. 8" EXTRA STRENGTH V.C.P. SEWER LINE 209 LF 02 -- CONST. STANDARD CAST -IN PLACE 48- MANHOLE PER CITY STO NO. 2001 1 EA So-- CONST. 4" SEWER LATERAL/HOUSE CLEAN -OUT PER CITY STD NO. 2005 345 LF Q4 - TRENCH AND RE -SURFACE 3.5' STRIP ON WANTRY AVENUE 82 SF PER CITY OF FONTANA STO NO, 1008 5O- INSTALL SEWER CLEANOUT BOX PER CITY STD NO. 2006 9 EA o-- REMODEL EXISTING MANHOLE 1 EA REV. REVISION DSCRIPTION DATE ENW. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRpFESS/0� ZiaYOU COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Dd�,SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS N0. 363TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND EXP. 6-30-20 n STANDARDS IN EFFECT. CIVIL .y 9� OF C P� �r TOLL FREE A PUBLIC SERVICE BY �-227-2� UNDERGROUND SERVICE ALERT BENCHMARK CITY BM #591 BEING A BRASS DISC SET IN THE TOP OF CURB AT THE NORTHEAST CORNER OF OLIVE STREET AND FONTLEE LANE. ELEV. = 1185.01 BASIS OF BEARINGS: BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF SAN BERNARDINO AVENUE SHOWN AS N.89'5745"E. PER PARCEL MAP 19238, RECORDED IN P.M.B. 241, PAGES 26-27, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. AJWAA CALIFORNIA LLC ATTN: MR. SHAREEF AWAD 998 S. TEAKWOOD AVENUE BLOOMINGTON, CA 92316 PH. (909) 519-1355 SWEET INDEX INDEX SHEET SEWER PLAN & PROFILE - LONDON LANE SHEET 1 SHEET 2 w w w > z w i FOOTHILL a a SOLLEVARD ARROW BOULEVARD MERRILL AVENUE SITE a SAN LINO AVENUE VALLEY BIXLEVARD SAN BffdJAMIMW FREEWAY to ®� DESIGNED B' CHECKEDBr so VICINITY MAP N NTS CITY OF FONTANA. CALIFORNIA SEWER IMPROVEMENT PLANS TRACT 20176 TITLE, ShlEET AS SHOWN 5759