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Home My WebLink About5370-1SEWER /MPR0VEMENT NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, T 14E CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK5 CONSTRUCTION ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 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 774E 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 COMP'IUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO T 14E 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 V4E 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 SNORING, SLOPING OF THE GROUND OR OTHER APPROVED MEAN5 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LE -55 THAN FIVE (5) FEET SHALL AL50 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 T FLAT 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 1-8010-227-2600 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 HYDRANT 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 T 14E PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS HM40UT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 774I5 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY T 14E ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CITY.OFFONTANA E"uFJ%fER -- _OVEMEN-T :- _-N _ ACT NOE Y 1 c I = BASELINE A VENUE -------- Z r 1 2 3 4 5 6 7 8 Q� �----- --- --- -- - 9 1 SE SHET2 -� i KII.VGSTON COUR i _ I 10 _O-- -- o 1�mo ME 1 � 1 ' 1 19 18 17 16 15 14 13 12I all 11 .- I , _ 17-11 �--- --� INDtX MAP 60 30 0 60 120 GRAPHIC SCALE SCALE: In = 60 17. T 14E CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIME5. A MINIMUM 2q. ALL 4' HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE UNLE55 OTHERWISE APPROVED BY THE 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND �STONECREEK CITY ENGINEER. W EMERGENCY VEHICLES. BROOK LN. 30. TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12' BELOW THE GROUND 18. THE CONTRACTOR 514AU PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL ADEQUATE WATERING, AT ALL TIME5. SHALL TERMINATE 3 FEET IN51DE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED 31. THE SEWER CONTRACTOR SHALL STAMP AN 05' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER U ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION 141TWJT PRIOR LATERAL WRITTEN APPROVAL. BASELINE AVE. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY 21. A GEOTECHNICAL ENGINEER 514AU CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL NAVE BEEN PLACED, INSPECTED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF T 14E WORK UNTIL THE SPECIFIED DENSITY 15 AND APPROVED. OBTAINED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 22. CAPS- SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET 35. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHALES ENTERING OR LEAVING IMPROVEMENTS. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 23. ALL EXPOSED CONCRETE SURFACES SI-LALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SAT15FACTION OF THE CITY TRAFFIC ENGINEER. 24. IF SEWER CONSTRUCTION 15 TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANYTOLE, SEE CITY OF 38. AS -BUILT DRAWINGS 5144U BE PROVIDED BY 171E CONTRACTOR TO THE ENGINEER OF RECORD, 14140 SHALL FONTANA STANDARD DETAIL FOR TERMINAL CLEAIOl1T. PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY SEWER CONS 1 RUC 77ON NO TES CST Y. PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE A5T H DESIGNATION C7QOQ FOR V.C.P. Q INSTALL 8' EXTRA STRENGHT VCP SEWER. 517 L.F. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY W/TNOUT PRIOR APPROVAL OF THE CITY 02 INSTALL 48' SEWER MANHOLE PER CITY OF FONTANA 3 EA. ENGINEER. 5TD. DWG. 2001. 27. SNORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR O INSTALL 4' SEWER LATERAL AND CLEANOUT PER CITY 692 L.F. MINOR DEFLECTIONS IN ALIGNMENT. OF FONTANA DWG. 5TD. 2009. O4 INSTALL PLASTIC SEWER CLEANOUT BOX PER CITY OF 19 EA. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND FONTANA DWG. 5TD. 2007. LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNE55 OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. Q5 INSTALL FLAT WYE VCP 4' SEWER LATERAL PER DETAIL 257 L F BENCHMARK NO. 407 PK NAIL IN THE WE5T END OF THE SOUTHWEST CURB RETURN- OF CYPRESS AND MILLER. ELEV. =1356.59 SEWER LEGEND PROPOSED SEWER LINE ' SEWER LINE EXISTING O MANHOLE 11 CLEANOUT BOX PRI VA 7F ENGINEERS NO TES: 'I - l. UNLESS SPECIFIED IN THE PROJECT SPECIFIC CONSTRUCTION DOCUMENTS, ALL CONSTRUCTION SNOI4N HEREON SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY ADOPTED VER51ON OF THE UNIFORM BUILDING CODE, THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' (CURRENT EDITION) AND THE 'STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION' (CURRENT EDITION). I - 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, 50 THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. T 14E CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES 54014N AND ANY OTHER LINES NOT OF RECORD OR NOT 51-IOWN ON THESE PLANS. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL P051TION OF ALL POINTS OF CONNECTION TO EXISTING STRUCTURES. 77415 SHALL INCLUDE BOTH ABOVE GROUND AND BELOW GROUND POINTS OF CONNECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 4. T14/CKNE55 OF PAVEMENT AND BASE MATERIAL SHOWN HEREON 15 PRELIMINARY ONLY. FINAL PAVEMENT SECTION TO BE DETERMINED BY SOILS TEST AND RECOMMENDED BY THE SOILS ENGINEER UPON COMPLETION OF ROUGH GRADING. 5. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR " SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT 71415 REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6. THE PRIVATE ENGINEER SIGNING T HE5E PLANS 15 RESPONSIBLE FOR ASSURING T 14E ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REV15ING THE PLANS ACCORDINGLY I ON SHEET 2. r 0 O SHOULD CONS7RUC77ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WlTHIN a QREss,�` TWO YEARS OF THE DA TE OF APPROVAL P IS0C-:2 S SHOWN HEREON AND CARRIED FORM N IN - 2 No. &M7 A Z rnrn 1500 IOWA AVENUE, SUITE 210 DLAL TWO WORKING A DILIGENT MANNER, THE CITY ENGINEER 03/31/2017 BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS RIVERSIDE CA 92507 1 YOU DIG YOU DIG REV. TO BRING THEM INTO CONFORMANCE NTH'rF FI �`\E�`� (951) 787-8421 WWW.PSOMAS.COM TOLL FREE -800-227-2600 STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIP770VV DATE ENGR. CITY DATE .64CJC5GN DR. • JACKSON CT H0NTCOMERr AVE: 4i SAN JACINTON AVE. K SAN JACINTON AVE. l3 i2 4+ 4i I ELAINE DR. v~i uIL Q I VICINITY MAP NOT TO SCALE THOMAS GUIDE - PAGE 604, 14-6 (2005 EDITION) - SECTION 6 TOWNSHIP I SOUTH RANGE 5 WEST OWNER/DEVELOPER MARC HOMES, LLC MICHAEL LUTZ 8282 WHITE OAK AVE, SUITE 112 RANCHO CUCAMONGA, CA 91730 PHONE. 409-244-8986 FAX. 951-271-7315 ENG/NEER P50NAS 1500 IOWA AVENUE, SUITE 210 RIVERSIDE, CA 92507 PH: (q5!) 787-8421 FAX. (q5i) 682-3379 SOURCE OF TOPOGRAPHY AERIAL TOPOGRAPHY BY: ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC 3544 UNIVERSITY AVE SUITE IA RIVERSIDE, CA 92501 PH: (951) 686-5103 FAX. (951) 686-1826 DATE. MAY 21, 2014 FIELD TOPOGRAPHY Br.- IN Y:IW CONSULTING ENGINEERS, INC 3544 UNIVERSITY AVE RIVERSIDE, CA 42501 PA (951) 905-5300 FAX. (%I) 905-5302 DATE. JUNE 9, 2014 SO/LS ENG/NEER GEOTEK, INC 710 E. PARKRIDGE AVENUE CORONA, CALIFORNIA 92879 PH: (951) 710-1160 FAX. (951) 710-1167 SITE DA TA: APN- 0241-021-19-0-000 GROSS AREA: 4.53 ACRES LEGAL DESCRIP17ON THE NORTH ONE-HALF OF THE WEST ONE-HALF OF FARM LOT 621, SEMI-TROPIS LAND AND WATER h COUNTY SUBDIVISION, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 11, PAGE 12 OF MAPS, RECORDS OF SAID COUNTY U77LI TY PROVIDERS FONTAX4 WATER COMPANY SEWER: ........................................ FONTANA WATER COMPANY ELECTRICITY ......................... SOUTHERN CALIFORNIA EDISON GAS: ............................................. SOUTHERN GAS COMPANY TELEPHONE:............................ ......................... SBCVPACBELL TELEVISION:..... GOLDEN STAT FOR TIME WARNER TELECOM R SHEET INDEX SHEET NO SHEET DESCRIPTION s I TITLE SHEET 2 SEWER PLAN AND PROFILE PREPARED UNDER THE SUPERVISION OF DRAWN BY ✓c/8S DESIGNED BY: X/js ANDREW C WOODARD R. CE 8,3.557 CHECKED BY DATE ,A4/AW CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN TRACT NO. 200 60 SCA S SgOWN TITL SHEET DA 8/24/15 md AI*R B"EN60E�ERW- DA �- � % DRAWING Na: 1 R. .E. 511 5'370 2 I DR �STONECREEK W BROOK LN. 4 ry ��lW U TS1T c BASELINE AVE. BASELINE AVE. .64CJC5GN DR. • JACKSON CT H0NTCOMERr AVE: 4i SAN JACINTON AVE. K SAN JACINTON AVE. l3 i2 4+ 4i I ELAINE DR. v~i uIL Q I VICINITY MAP NOT TO SCALE THOMAS GUIDE - PAGE 604, 14-6 (2005 EDITION) - SECTION 6 TOWNSHIP I SOUTH RANGE 5 WEST OWNER/DEVELOPER MARC HOMES, LLC MICHAEL LUTZ 8282 WHITE OAK AVE, SUITE 112 RANCHO CUCAMONGA, CA 91730 PHONE. 409-244-8986 FAX. 951-271-7315 ENG/NEER P50NAS 1500 IOWA AVENUE, SUITE 210 RIVERSIDE, CA 92507 PH: (q5!) 787-8421 FAX. (q5i) 682-3379 SOURCE OF TOPOGRAPHY AERIAL TOPOGRAPHY BY: ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC 3544 UNIVERSITY AVE SUITE IA RIVERSIDE, CA 92501 PH: (951) 686-5103 FAX. (951) 686-1826 DATE. MAY 21, 2014 FIELD TOPOGRAPHY Br.- IN Y:IW CONSULTING ENGINEERS, INC 3544 UNIVERSITY AVE RIVERSIDE, CA 42501 PA (951) 905-5300 FAX. (%I) 905-5302 DATE. JUNE 9, 2014 SO/LS ENG/NEER GEOTEK, INC 710 E. PARKRIDGE AVENUE CORONA, CALIFORNIA 92879 PH: (951) 710-1160 FAX. (951) 710-1167 SITE DA TA: APN- 0241-021-19-0-000 GROSS AREA: 4.53 ACRES LEGAL DESCRIP17ON THE NORTH ONE-HALF OF THE WEST ONE-HALF OF FARM LOT 621, SEMI-TROPIS LAND AND WATER h COUNTY SUBDIVISION, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 11, PAGE 12 OF MAPS, RECORDS OF SAID COUNTY U77LI TY PROVIDERS FONTAX4 WATER COMPANY SEWER: ........................................ FONTANA WATER COMPANY ELECTRICITY ......................... SOUTHERN CALIFORNIA EDISON GAS: ............................................. SOUTHERN GAS COMPANY TELEPHONE:............................ ......................... SBCVPACBELL TELEVISION:..... GOLDEN STAT FOR TIME WARNER TELECOM R SHEET INDEX SHEET NO SHEET DESCRIPTION s I TITLE SHEET 2 SEWER PLAN AND PROFILE PREPARED UNDER THE SUPERVISION OF DRAWN BY ✓c/8S DESIGNED BY: X/js ANDREW C WOODARD R. CE 8,3.557 CHECKED BY DATE ,A4/AW CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN TRACT NO. 200 60 SCA S SgOWN TITL SHEET DA 8/24/15 md AI*R B"EN60E�ERW- DA �- � % DRAWING Na: 1 R. .E. 511 5'370 2 I