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Home My WebLink About5909-1GENERAL NOTES FOR SEWER IMPROVEMENT PLANS 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 LATEST 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 BE 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 FOR 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 LOCATION 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 1-800-227-2600 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 HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FRO 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 CONTRACTORS SHALL BE RESPONSIBLE FOR THE RESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE 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 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 FRO 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 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 INSPECTOR. 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 NON-ERODABLE 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 NOT TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THEN 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 V.C.P. 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 DEFLECTION 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. BENCHMARK: CITY OF FONTANA BENCHMARK NO. 28 ELEVATION = 1222.41 FT. BEING A MAG,NAIL IN TOP OF CURB LOCATED AT THE ECR AT, THE NE CORNER OF THE INTERSECTION OF MERRILL AVENUE AND OLEANDER AVENUE. BASIS OF BEARING: BASIS OF BEARINGS IS THE CENTERLINE OF OLEANDER AVENUE WHICH BEARS ND-12-30W PER RSB 72/97. SEWER N/E 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 3.0. 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 OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFEIY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. for ner stone Land Surveying Inc. A.L.T.A.•Topograph i c • Bmdwy • Construct Ion • Env iroranta I 20730 It\OB PLACE PERRIS, CA 92570 PH (951) 26-0200 CL (949) 2 -M- 7 099 NOTES: CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFEIY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Q � DIAL DIAL TWOWORKING BEFORE �SV BOF�E BEFORE • DAYS BEFORE YOU DIG 'YOU DIG YOU DIG �_pnn�>i->cnn TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. IMPROVEMENT PLAN CORNER OF FONTANA AVENUE AND LEMON STREET PROPERTY LINE (TYP) % y / APN 193-021-26 (N.A.P.) -- �k 1 f 't /ml APN 193y021-22 ,, `� � APN 193-021-09 PROPERTY LINE (TYP) 1 INDEX MAP 1 =100' CONSTRUCTION NOTES QTY. O1 CONSTRUCT NEW 4' SEWER MANHOLE PER CITY STD. PLAN. 2000, 2003 & 2001. 2 EA. 2 CONSTRUCT, 8" DIA. EXTRA STRENGTH VCP SEWER MAIN LINE, 360 L.F. BEDDING & BACKFILL PER STD. 1008 �3 CONSTRUCT 4" DIA. VCP SEWER LATERAL HOUSE CLEANOUT PER STD. PLAN NO. 2005. 115 L.F. O4 CONSTRUCT SEWER CLEANOUT BOX PER CITY STD. PLAN N0. 2007. O REPAIR TRENCH PER STD. PLAN N0. 1008 O ABANDON EX. SEWER LATERAL. �7 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN. OF OF 95% COMPACTED NATIVE SUBGRADE PER CITY STD. PLAN NO. 400. O8 RECONSTRUCT MH BOTTOM AS NECESSARY PER STD. 2003 CASE II UTILITY CONTACTS: EL IC SEWER SOUTHERN CALIFORNIA EDISON CITY OF FONTANA 501 SOUTH MARENGO AVENUE 8353 SIERRA AVENUE BLDG "E" FONTANA, CA 92335 ALHAMBRA, CA 91802 909-350-6632 626-308-6313 ATTN: ORLANDO OLIVAS WATER FONTANA WATER COMPANY GAS 11142 GARVEY AVENUE THE GAS COMPANY EL MONTE, CA 91733 1918 WEST LUGONIA AVENUE 626-448-6183 REDLANDS, CA 92374 ATTN: LUIS MONTENEGRO 909-335-7715 ATTN: DENNIS WARE, PLANNER TELEPHONE AT&T 510-645-2929 ATTN: SUSAN BLACKBURN CABLE TELEVISION TIME WARNER TELECOM 3281 EAST GUASTI ROAD SUITE 350 ONTARIO, CA 91761 909-456-3652 UNAUTHORIZED CHANGES AND USES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES Of THESE PLANS. 7 EA. 48 LF 2 EA. 240 SF 1 EA. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION ENGR. DATE CITY DATE STANDARDS IN EFFECT. ASSESSOR'S PARCEL NUMBER: 0193-021-50, -51, -52, -53, -06, -07, & -08, PREPARED FOR/ OWNER/SUBDIVIDER: SECURED INCOME GROUP, INC. ATTN: MR. MAX MCDERMOTT 17592 17TH STREET, SUITE 100 TUSTIN, CA. 92780 (714) 721-7788 OFFICE (714) 368-0012 FAX PROPERTY ADDRESS: FONTANA AVE AND LEMON ST. ZONING: SINGLE FAMILY RESIDENTIAL SHEET INDEX: SHEET 1: TITLE SHEET SHEET 2: SEWER PLAN AND PROFILE LEGEND AND ABBREVIATION: �SCO PROPOSED SEWERLINE EXISTING SEWERLINE CLEANOUT PER CITY STD. n MANHOLE PER CITY STD. 4 Rb No. 5Z * Exp. CIVIL \ c` SEWER LATERAL PER CITY STD. DWG. SEWER TRENCH FOOTHILL 66 BOULEVARD ARROW BOULEVARD W z W W � > a z w a MERRILL STREET PROJECT SITE cn w J Uj (�� W a RANDALL AVENUE w a < Li a Uj Uj 0- SAN BERNARDINO AVENUE W 0 W c.� VALLEY BOULEVARD 10 SAN BERNARDINO FREEWAY ABAND ABANDON ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AWWA AMERICAN WATER WORKS ASSOCIATION BC BEGIN CURVE BFV BUTTERFLY VALVE BLD FLG BLIND FLANGE BO BLOW OFF BOT BOTTOM CTS CATHODIC TEST STATION CO CLEANOUT CML/CMC CEMENT MORTAR LINED/CEMENT MORTAR COATED CPLG COUPLING DIP DUCTILE IRON PIPE E EAST EC END CURVE ELEC ELECTRICAL ESMT EASEMENT EX EXIST FH FIRE HYDRANT FLG FLANGE OR FLANGED FL FLOWLINE G GAS LINE OR SERVICE GPM GALLONS PER MINUTE GV GATE VALVE HPI HORIZONTAL POINT OF INTERSECTION INV INVERT ELEVATION IPS IRON PIPE SIZE MH MANHOLE N NORTH PVC POLYVINYL CHLORIDE S SEWER MAIN OR HOUSE LATERAL SCO SEWER WATER CLEAN OUT SD STORM DRAIN ST LT STREET LIGHT T TELEPHONE UG UNDERGROUND VCP VITRIFIED CLAY PIPE VPI VERTICAL POINT OF INTERSECTION W WEST WM WATER METER Prepared Under The Supervision Of : DRAWN BY: GATS&cM DESIGNED BY: GA' Date : 2-1/- 20 CHECKED BY: SCL STE AN C. LANTHIER RCE:59052 ELPC 19-0000-17 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS TITLE SHEET AS SHOWN APN 0193-021-50,-51,-52,-53,-06, -07, & -08 DATE: N/E_f_ TANA AVEN D LEMON STREET 2/06/2020 APPROVED B /f " DRAWING NO.: 1 5909 ENGINEER 11 2