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Home My WebLink About3835-1SEWER GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL 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 MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 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 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 CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM 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 EXCAVATIONS 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 THAN 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 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-x00-227-2800 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE 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 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED 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 TILS. A MINIMUM 12 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 DUST 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 DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NOWERODEABLE 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 (VCP) 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 BE 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 EASEMENTS 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 THE 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, CLEANOUT 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. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONSTRUCTION NOTES i ESTIMATE OF QUANTITIES 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. NO. 112 ® INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE Q CONSTRUCT 4" SEWER LATERAL PER CITY OF FONTANA STD. NO. 125 Q REMOVE EXISTING AC PAVEMENT ® REMOVE EXISTING SEWER PIPE ® TRENCH REPAIR PER CITY OF FONTANA STD. 131 SAW CUT EXISTING AC PAVEMENT ® INSTALL 8" PLUG ® WYES TO BE INSTALLED FLAT FOR LOTS 8, 9, 10 AND 11 ONLY LEGEND TC - TOP OF CURB FL - FL 0WL.INE NG - NATURAL GRADE FG - FINISHED GRADE FS - FINISHED SURFACE AC - ASPHALTIC CONCRETE TW - TOP OF WALL TF - TOP OF FOOTING INV- INVERT ELEVATION FF - FINISHED FLOOR HP - HIGH POINT EP - EDGE OF PAVEMENT GPAD - GARAGE PAD GF - GARAGE FLOOR TG - TOP OF GRATE e POWER POLE 3 EA BASELINE ROAD LF 17 EA �rwnuvrr,�+rwvrrmnM+v rrrgar,'xr+'ar'xagwa'•n+eorr«vr»ursrrsmx�•r'a-wxw+4�m Baa"waa'x*rx'�s,»'n*woan'�.tinds'r,�cmurr �mnus'ar',unga•�„"n,tnpunar',wnuv�uara�n"r,.rywn'•.t„rxa�=r .�,•,r ,r N•,r .n LF 880 SF - - - -- ----- ---- ---------------1� LF 1 EA 4 EA 1 TELEPHONE: PACIFIC TELEPHONE CO. 17 16 15 14 13 12 11 10 k I ANAHEIM, CA 92807 a 962-999-5639 MH #2 MH #3 I 16803 SPRING STREET J FONTANA, CA 92335 909-822-2201 MH #1 COMCAST SEWER: CITY OF FONTANA 8353 SIERRA AVENUE NTS MILLER AVENUE 909-350-7600 oaw. .,'Gcy-.,,.xbaa,M �rams�-nroatnt3•, .«' is'ii,r ewr�»�u,*„s roTv�•I rl.��'v: ,npe+�an,<yal•�,ra�,ra• wa�morw ,l»k„a,u�i°✓"�°r,�t •;,�',� I � , I •)r„' ^.q�r',r 't x✓AY»•M,ffiJ�'y��.r, 1 e _,gs{MI, ",'4Y+rINW);1 rPliM�M riirNu Sro.�r�„Y�Gi ruXw' Js � J Y/Ml? JM+v. J rBlbJn ulA, .. � f I Lu 23 4 5 6 7 8 9 a I w 1"=100' I I i' TRACT 13388 AND SEWER LATERAL LOCATIONS ARE NOT FWATERVICE R LOT. SEE SHEETS TWO AND THREE FOR LATERAL . SEE FONTANA WATER COMPANY DRAWINGS FOR VICE LOCATIONS. EXIST. MANHOLE INDEX MAP CONSTRUCTION NOTES i ESTIMATE OF QUANTITIES 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. NO. 112 ® INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE Q CONSTRUCT 4" SEWER LATERAL PER CITY OF FONTANA STD. NO. 125 Q REMOVE EXISTING AC PAVEMENT ® REMOVE EXISTING SEWER PIPE ® TRENCH REPAIR PER CITY OF FONTANA STD. 131 SAW CUT EXISTING AC PAVEMENT ® INSTALL 8" PLUG ® WYES TO BE INSTALLED FLAT FOR LOTS 8, 9, 10 AND 11 ONLY LEGEND TC - TOP OF CURB FL - FL 0WL.INE NG - NATURAL GRADE FG - FINISHED GRADE FS - FINISHED SURFACE AC - ASPHALTIC CONCRETE TW - TOP OF WALL TF - TOP OF FOOTING INV- INVERT ELEVATION FF - FINISHED FLOOR HP - HIGH POINT EP - EDGE OF PAVEMENT GPAD - GARAGE PAD GF - GARAGE FLOOR TG - TOP OF GRATE e POWER POLE 3 EA 913 LF 17 EA 880 SF 174 LF 880 SF 350 LF 1 EA 4 EA RETAINING WALL (SEE PLAN FOR HEIGHTS) -0-+ SHEET FLOW (1 % MIN) �- CONCENTRATED FLOW PATH CONCRETE HARDSCAPE I REMOVAL NO TA TfOl 6, INDICATES HANDICAP PARKING AREA PA PLANTER AREA UTILITIES ELECTRICITY: SO. CALIFORNIA EDISON CO. P.O. BOX 788 300 NORTH PEPPER STREET RIALTO, CA 92376 909-820-5191 GAS: SO. CALIFORNA GAS CO. 40q 16231 VALLEY BLVD. w FONTANA, CA 92335 909-889-9711 TELEPHONE: PACIFIC TELEPHONE CO. 3939 CORONADO STREET ANAHEIM, CA 92807 a 962-999-5639 WATER: FONTANA WATER COMANY 16803 SPRING STREET J FONTANA, CA 92335 909-822-2201 CABLE TV: COMCAST SEWER: CITY OF FONTANA 8353 SIERRA AVENUE NTS FONTANA, CA 92335 MILLER AVENUE 909-350-7600 SHEET INDEX Sheet One - TITLE SHEET Sheet Two - WILLIAMS ROAD Sheet Three - GROVE PLACE BASIS OF BEARINGS THE CENTERLINE OF BASELINE ROAD AS BEING N.89058'21 "E. PER TRACT 13388 AS RECORDED IN MAP BOOK 200 AT PAGES 64-66, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK BENCHMARK NO. 1M-3 PK NAIL IN TOP OF SOUTH CURB OF MILLER, 0.9' WEST OF S.W. B RETURN AT ALDER AND MILLER ELEVATION = 1358.31 OWNER/DEVELOPER MAPLE GROVE HOMES P.O. BOX 15487 NEWPORT BEACH, CA 92659 949-422-2598 9 BASELINE ROAD TRACT 16221 w 40q w MONTEGOMERY EAVENUE Q Q co a N J W 3 a i NTS MILLER AVENUE VICINITY MAP 9