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Home My WebLink About5809-1GENERAL 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 LA TEST 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. J. 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 /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED/77ON 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 EXCA VA TION 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 /N THE PUBLIC RIGHT OF WA Y WI THOU T OB TAINING A SEPARA TE PERMIT FOR THA T 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 PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DA YS BEFORE EXCA VA TION. 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 NO T7CE 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 WA TER 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 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 THA T WILL BE DESTROYED AS A RESUL T 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 /N 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 EXCA VA TED 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 BACKF/LL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKF/LL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY /S 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-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 /S 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 VI7RIFIED 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 DEFLECTIONS /N 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 29 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A p D �N� TOLL FREE -qmmmww" DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 IMMEDIA TEL Y. 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 /S REQUIRED UNDER ALL NEW ASPHALT PA VEMENT 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 PA VING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA 77SFACTION 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. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THA T ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI77ONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. CITY OF FONTANA. UTILITY NOTIFICATION L15T CITY OF FONTANA A T&T 8353 SIERRA AVENUE 22311 BROOKHURST STREET FONTANA, CA 92335 SUITE 203 (909) 350-6632 HUNTINGTON BEACH, CA 92646 SO. CALIF. GAS COMPANY (714) 963-7964 1981 W. L UGON/A A VENUE REDLANDS, CA 92374 SPRINT (909) 335-7967 2592 DUPONT DRIVE EMERGENCIES: (800) 427-2200 IRVINE, CA 92612 (800) 659-9698 SO. CALIF. EDISON COMPANY 300 N. PEPPER A VENUE TIME WARNER CABLE RIALTO, CA 92376 1500 AUTO CENTER DRIVE (909) 820-5598 - UNDERGROUND ONTARIO, CA 91761 (909) 875-5100 - TRANSMISSION (909) 975-3439 (213) 637-1233 - PIPELINES (909) 357-6505 - DISTRIBUTION SUNESYS, L L C 1325 P/CO STREET 1106 WEST VALLEY WATER DISTRICT CORONA, CA 92881 A TTN. ENGINEERING DEPARTMENT (951) 278-0400 855 W. BASELINE ROAD RIAL TO, CA 92376 UNDERGROUND SERVICE (909) 875-1804 ALERT (800) 422-4133 DEVELOPER/OWNER ENGINEER LENNAR HOMES K&A ENGINEERING, INC 980 MONTEC/TO DRIVE, SUITE 302 357 N. SHERIDAN STREET CORONA, CA 92879 SUITE 117 (951) 817-3545 CORONA, CA 92880 FAX (951) 817-3650 (951) 279-1800 REV. I REVISION DESCRIPTION J ENGR. J DA TE I CITY I DATE SHOULD CONSTRUCTION OF 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 STANDARDS IN EFFECT. 15 MH NO. 9 PREPARED fOR.• kl"00.�OIITY OF FONTANA 5UMMI T A T R 05ENA TRACT NO. 20214-3 ON -SITE SEWER IMPROVEMENT PLAN CONSTRUCT/ON STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF K&A ENGINEERING INC. PERFORMED THE STAKING WORK. LENNAR HOMES 980 MON TECI TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 �r� J SCE PROPERTY INDEX MAP SCALE. 1 "=100' APjV PSJJ l ,/ J JZJ SCE J\J.A,P. UNAUTHORIZED CHANGES AND U5E5 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS P-/1 l J 14, NO TE: CONTRACTOR TO VERIFY ELEVATION & LOCH TION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. LEGEND PROJECT 15 SITE �Py CASA GRADDE 0 0�, SUMMI T Lw A VENUE yG F Q � Q FOOTHILL FREEWAY 210 Q BASELINE ROAD v U VICINITY MAP NOT TO SCALE THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY THE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. DESCRIPTION UNIT QUANTITY CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN LF 2597 lA CONSTRUCT 4" VCP SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. PLAN NO. LF/EA 159817J 2005 2� CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001 EA 11 Q_ REMOVE PLUG & JOIN 8" SEWER EA 1 NOTE: THE FOLLOWING LOTS SHALL REQUIRE A BACKWATER VALVE: 31, 33, 36-37, 55-61, 64-65, 71-72 3" MAX SIZE NA TI VE SOIL, COMPACTED 951-. 6" MIN r-1 6" MIN 10" MAX I- 1 10" MAX N l 6" MAX SIZE NA TI VE SOIL, COMPACTED 901Z I " MAX SIZE SELECTED NA TI VE, BEDDING COMPACTED TO 907. N g Y2" CRUSHED STONE BEDDING PER STD 7: PLANS FOR PUBLIC o WORKS CONSTRUCTION o �N TABLE 200-1.2(A) \= SHOWN HEREON 777 77 % 8" VCP TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NTS CENTERLINE RIGHT OF- WA Y - - WA TER w - - - - - - - - - EXISTING SEWER PROPOSED SEWER STORM DRAIN EXISTING SEWER MANHOLE O PROPOSED SEWER MANHOLE I FIRE HYDRANT ,g, CATCH BASIN BASIS Of BEARING ENGINEERING 357 N. SHERIDAN STREET SUI TE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEYING FAX (951) 279-4380 BEING: N00'3332"W Engineering, Inc. BENCH MARK: V� 1 CAL TRANS BENCHMARK #8-17 0711112019 BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. AMIR H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428.6 09 /Q,?,oFFSS/O/V�\� H FA( 9`F�c No. 55534 F7 DESIGNED BY.° Exp. 12/31 /19 JS * * s� CIV_ gTFOF DRAWN BY CAL �FO� Bull CHECKED BY.° AF 3" MAX SIZE NA TI VE SOIL, COMPACTED 95% 10" MAX 10" MAX \ \` 6" MAX SIZE NA TI VE SOIL, COMPACTED 90q N 1" MAX SIZE SELECTED �u \V, : NA TI VE, BEDDING o \\ COMPACTED TO 907,, 8" VCP TYPICAL BEDDING FOR 8" VCP LESS THAN 10-'DEEP NTS TABLE 200.1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1-1/2" - 1" - J14" 100 1/2" 90-100 J/8" 20-60 NO.4 0-15 N0.8 0-5 ASTY C 131 TEST GRADING B SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET AND INDEX MAP 2 PEGASUS BAY PLACE PLAN & PROFILE 3 OAKVILLE STREET & SHAFER COURT PLAN & PROFILE 4 RUBICON WAY PLAN & PROFILE 5 ROYAL OAKS WAY PLAN & PROFILE ELPC 19-000018 / MCN NO. 18-0/7 a CITY OF FONTANA, CALIFORNIA N ON -SITE SEWER IMPROVEMENT PLAN SCALE: TRACT NO. 20214 3 AS NOTED 3 TITLE SHEET AND INDEX MAP DA TE: JUL Y 2019 APPROVED BY v PE 8/1 /2019 DRAWING N0: AT1 CITY ENGINEER RCE 51152 5809 Alt 0 0