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Home My WebLink About5768-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORDANCE W/ TH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, FHE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPEC/FICA FIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OFHERW/SE NOTED. 2. WHEN A FECHN/CAL CONFLICT /S FOUND TO EXIST /N THE CONTRACT DOCUMEN FS THA T CAN NO F BE RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CON FRACTOR SHALL /MMED/A FEL Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOL U FION. 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 /N PUBL/C RICH T=OF- WAY W/THIN THE C/TY 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-METR/C 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 /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCA VA 77ONS GREA TER 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 POTENT/AL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WA Y W/ THOU T OB FA/N/NG A SEPARA TE PERMIT FOR THA T PURPOSE. 10. THE LOCATIONS OF UT7L/T/ES 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 L/M/TED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS 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 VAL VES WITHOUT APPROPR/A TE AGENCY AUTHOR/ZA TION. CONTRACTOR SHALL COORD/NA TE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERA TION AND WA TER REQUIREMENTS 13. STA TION/NG 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, MONUMEN T TIES OR BENCH MARKS W/ THOU T PRIOR NO T/F/CA TION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXIS77NG 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 THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABL/SHED FOR LA TER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MIN/MUM 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 EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MA TER/AL, MUD, S/L T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PR/VA TE 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 GE07ECHN/CAL ENGINEER SHALL CERTIFY ALL BACKF/LL COMPACTION. FA/LURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THA T 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 /N GRADE, COLOR AND FINISH TO MA TCH EX/S77NG CONCRETE. 24. IF SEWER CONSTRUCTION /S TO BE DONE /N 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 V17RIFIED 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 LA TERALS SHALL BE INSTALLED A T A 29 MIN/MUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INS/DE THE LOT WITH A p TOLL FREE 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 WA Y, THE LA FERAL SHALL TERM/NA TE 3 FEET INSIDE FHE LOT AS MEASURED FROM THE UTILITY EASEMENT 31. FHE SEWER CONTRACTOR SHALL SFAMP AN "S" IN FHE FACE OF THE CURB A F THE LOCA FION OF THE SEWER LA FERAL. 32. IF EX/SF/NG UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED /MPRO VEMEN FS, FHE CON TRA C TOR SHALL NO F/FY THE ENGINEER AND ALL AFFEC FED AGENCIES /MMED/A TEL Y. 33. NO CONCRETE SHALL BE PLACED UNTIL FHE FORMS AND REINFORCING SFEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND U RL/ F/ES SHALL BE INSTALLED, FESTED AND APPROVED PRIOR TO PAVING OF S FREETS 35. APPROVED SOIL STER/LANT /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 V/NG. 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. REV. REVISION DESCRIPTION UNAUTHORIZED CHANGES AND USES CITY OF FONTANA SUMMIT A T R 05ENA TRACT NO. 20153 SEWER IMPROVEMENT PLANS CONSTRUCTION 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 /S HEREBY GIVEN THAT THE FIRM OF K&A ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN A VOIDED, CORRECTED OR MITIGATED /F K&A ENGINEERING INC. PERFORMED THE STAKING WORK. -41 TR 20212 PA 1 THE ENGINEER PREPARING THESE PLANS WILL NOT BE _ _ _ _ _ _ A RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES -------------------- =_---- i TO OR USE OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS ' DEVELOPER/OWNER LENNAR HOMES 980 MONTEC/TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 ENGINEER K&A ENGINEERING, INC 357 N. SHERIDAN STREET, SUITE 117 CORONA, CA 92880 PHONE.- (951) 279-1800 CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA 8353 SIERRA A VENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIF. GAS COMPANY 1981 W. L UGON/A AVENUE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES: (800) 427-2200 SO. CALIF. ED/SON COMPANY 300 N. PEPPER A VENUE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (909) 357-6505 - DISTRIBU77ON WEST VALLEY WATER DISTRICT ATTN: ENGINEERING DEPARTMENT 855 W. BASELINE ROAD RIALTO, CA 92376 (909) 875-1804 AT&T 22311 BROOKHURST STREET, STF 203 HUNTINGTON BEACH, CA 92646 (714) 963- 7964 SPRINT 2592 DUPONT DRIVE IRV/NE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3439 SUNESYS, LLC 1325 P/CO STREET 1106 CORONA, CA 92881 (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422- 4133 INDEX MAP SCALE: 1 "=200' ENGR. DATE CITY DATE t� Q U O LEONETTI LANE z Q ' I I I II � ' I JUSTIN STREET TJ �b� N� J� MONTEVIEJO ?�)?' STREET OAKVILLE STREET 3 I TR/VENTO r?l)� �� PLACE 10" SEWER PER DWG NO. 5094 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. SSMH NO. 12 e 2 -r GRANDE AVENUE PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UF/L/FY PIPES, AND/OR STRUCFURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY FHE CON FRACTOR, SO THA F 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 PROFECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 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, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. APJV 39-13I' -4 5 PROJECT SITE �Py CASA GRANDE 0 `rot, SUMMIT A VENUE y �F Q j Q FOOTHILL FREEWAY 210 Cr BASELINE ROAD 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 &QUAN -TITY ESTIMATE I AVANTI LANE I. II e I 3 I I' r l e rj I j AQ)?� OPUS ONE LANE , o LANE v Q 04 `I NO. DESCRIPTION UNIT QUAN77TY &- CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN LF 2905 1A CONSTRUCT 6" EXTRA STRENGTH VCP SEWER LATERAL LF 48 2� CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001 EA 11 2A CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001 EA 1 3� CONSTRUCT TEMP. END PLUG PER SPPWC STD. PLAN 204-2 EA 10 4� REMOVE PLUG & JOIN 8" SEWER EA 2 FOXEN- O LANE I O I Z e �. W 3" MAX SIZE NA TI VE p 0 pO I SOIL, COMPACTED 951-. Q 0 6" MIN 6" MIN �J SSMH N0. 10 10" MAX 10" MAX77-77-77, BORTOLOTTI LANE l % �, \% EMER50N LANE N 6" MAX SIZE NA TI VE SSMH NO. 9 i \ SOIL, COMPACTED 901-., \\ CPEGASUS _ BAY rb Je OAKVILLE STREET SHAFER SSMH N0. 3 All O U oc ' LQ \= 1" MAX SIZE SELECTED 4 NA TI VE, BEDDING j-\ COMPACTED TO 909 ?,G �C N \ %2" CRUSHED STONE 4 ��\� r ' \\ BEDDING PER STD c1cPLANS SSMH NO. 8 FOR PUBLIC \\ o \\ WORKS CONSTRUCTION ' o c � _ ° - TABLE 200-1. 2(A) SHOWN HEREON VCP/DIP PLACE - PETRUS L LANE i TYPICAL BEDDING FOR 8" VCP SSMH N0. 7 10" OR DEEPER I / ; NTS �I STAC'S LEAP LANE SSMH NO. 6 I r 3 SSMH NO. 5 I ' 3" MAX SIZE NA TI VE SOIL, COMPACTED 95q 10" MAX 10" MAX \ 6 - MAX SIZE NA TI VE SOIL, COMPACTED 90q I" MAX SIZE SELECTED a \\ NA TI VE, BEDDING o COMPACTED TO 90% 8" VCP/DIP TYPICAL BEDDING FOR 8" VCP LE55 THAN 10" DEEP NTS TABLE 200-12(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1-1/2" - 1" - 3/4" 100 112" 90-100 J18" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING B LEGEND u SHEET INDEX CENTERLINE VENETO DRIVE o - - RIGHT -OF- WA Y SHEET NO. DESCRIPTION w WATER SSMH NO. 2 D Q- 1 f 2 t t{ J j� _ i i 1 F/TLE AND INDEX MAP -- S EXISTING SEWER NAPA VALLEY ROAD - STA. 10+84.00 TO STA. WJ �+ 0' �� LANE 2 PROPOSED SEWER _-F ?,� 7\' r� WYNDHAM ? I 15+68.79 1 4;) c WYNDHAM LANE ?,) _-�T EXISTING STORM DRAIN I �� U 1 �`� �'� J SSMH N0. 4 3 MONTELENA ROAD - STA. 10+84.00 TO STA. L SSMH NO. 1 � 20+00.00 PROPOSED STORM DRAIN I I 4 MONTELENA ROAD - STA. 20+00.00 TO STA. J EXISTING SEWER MANHOLE _ _ _ _ - _ \ _ I 28+50.65 PROPOSED SEWER MANHOLE ----------- I 5 VENETO DRIVE - STA. 9+97.00 TO STA. 12+15.00 FIRE HYDRANT MH NO. 6 PER 10" SEWER PER MH NO. 4 PER SUMMIT AVENUE - DWG. NO. 5764 6 - 7 SEWER LA TERALS j3- . PROPOSED CATCH BASIN DWG. NO. 5764 DWG. NO. 5764 I'R 1 J6B-p 5/r~R�l I �11�r~5 PREPARED fOR.• 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 LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEYING FAX (951) 279-4380 980 MONTECITO DRIVE, SUITE 302 BEING. N003332"W Engineering, Inc. CORONA, CA 92879 BENCH MARK (951) 817-3545 FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 ` \\01/23/19 BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVAINE RDOAD. AM/R H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428.609 W No. 55534 Im civil- OF�A DESIGNED BY.• JSAL DRAWN BY BM CHECKED BY.• AHF 0 ELPC18-000049 m CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS z SCALE- R TRACT NO.20153 AS NOTED 3 TITLE AND INDEX MAP DATE JAN. 2019 0 A PO ✓E B Y DRAWING NO n _("-lGa!� Cl TY DATE 2-12-2019 RCE 51152 5768 7 a 0 0