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Home My WebLink About5806-1GENERAL 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 LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK'; THE CONTRACTOR SHALL /MMEDIA TEL Y REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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 PUBLIC RIGHT OF- WA Y WI THIN THE Cl TY LIMI IS. CALL (909) 350-7610. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 8. 7HE 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. 9. THE WALLS AND FACES OF ALL EXCA VA TONS GREATER THAN FIVE (5) FEET /N 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 STA TE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WI THOU OBTAINING A SEPARA TE PERMI T FOR THA T PURPOSE. 11. 7HE 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 THE 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 DA YS BEFORE EXCA VA TION. 12. 7HE 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. 13. 7HE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZA 770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES A T ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO 7RENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHN/CAL 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 /S OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING S7REET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY W/ THOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTIONS TO EXIS77NG FACILI TIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCA 77ONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFEC7ED AGENCIES /MMEDIA TEL Y. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PA V/NG. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA T/SFACT/ON OF THE Cl TY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 774E ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D-LOAD FOR ALL RCP IS 1350. TOLL FREE 'mmm"' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 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 THAT 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 CONSTRUCT/ON PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON 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 CONSTRUCT/ON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT/ON WITH PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. DEVELOPER/OWNER LENNAR HOMES 980 MONTECI TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 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. LUGONIA AVENUE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES. (800) 427-2200 SO. CALIF. EDITON COMPANY 300 N. PEPPER AVENUE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (909) 357-6505 - DISTRIBUTION WEST VALLEY WATER DISTRICT ATTIC• ENGINEERING DEPARTMENT 855 W. BASELINE ROAD R/AL TO, CA 92376 (909) 875-1804 AT&T 22311 BROOKHURST STREET, STE. 203 HUNTINGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DRIVE IRVINE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DRIVE ONTAR/0, CA 91761 (909) 975-3439 SUNESYS, LLC 1325 PICO S7REET 1106 CORONA, CA 92881 (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422-4133 ENGR. DATE CITY DATE W Qro LATC2-4 II II II II 14 II III ' V II III ' II 11 % II - - - � I I II II - - - - - -- I I II ; II III I' ' II II CITY OF FONTANA SUMMIT A T R OSEN14 TRACT NO. 20214-2 ON-SITE STORM DRAIN IMPROVEMENT PLAN CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCT/ON STAKING FOR THE COMPLETE PROJECT HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCT/ON 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 AVOIDED, CORRECTED OR Ml TIGA 7ED /F K&A ENGINEERING INC. PERFORMED THE STAKING WORK. UNAUTHORIZED CHANCES AND USES 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 /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. �I fl? 02/ifiJl I I I'Al 10 I TRACT BOUNDARY YV A ,P II II II I II I II I I II III I I I IID III III 7 6 5 4 3 2 1 c=-IDIII� II - TRACT BOUNDARY �\ / I1\ OAKVILLE STREET (1 U \� llNF C3 \ \ \ 5 PROJECT SITE �Py CA SA GRADDE so � F SUMMIT A NUE FOOTHILL FREEW 210 Q BASELINE ROAD v VICINITY MAP 33 32 31 30 29 28 27 26 LAr C2-5 F FINETRIVENTO PLAC1 24 \ \7D I 15 I 16 17 18 19 20 21 22 23 1 I 11 P� II LA T C2-3 I �IIII LA T 0-2 I I II LINE C2 LOT LATC2-1L/NEC\�____:4"A" ��----------------------------� `- -- VENETO DRIVE s L_- LA l (;L-L - I T I II I I II I INDEX MAP SCALE: 1 "=80' NO TE.- CONTRACTOR TO VERIFY ELEVATION & LOCH RON OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. PREPARED FOR. BA515 Of BEARING SHOULD CONSTRUCTION OF REQUIRED THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE IMPROVEMENTS NOT COMMENCE 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, WITHIN TWO YEARS OF THE DATE Of LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. APPROVAL SHOWN HEREON AND 980 MON TECI TO DRI VE, SUI TE 302 BEING: N00 3332 "W CARRIED FORTH IN A DILIGENT MANNER, CORONA, CA 92879 THE CITY ENGINEER MAY REQUIRE BENCHMARK: REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CAL TRANS BENCHMARK 118-17 STANDARDS IN EFFECT. BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. ELEVA TION= 1428,609 I Vl�rArn LINE C3-1 � La r c3- I THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY 7HE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITIES AND B/D A COMPLETE JOB. CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. DESCRIPTION UNIT QUANTITY INSTALL 24" RCP (D-LOAD PER PROFILE) LF 155 2� INSTALL 18" RCP (D-LOAD PER PROFILE) LF 280 Q__ CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN NO. 3022 EA 1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN NO. 3004 EA 6 5� CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 EA 4 REMOVE BULKHEAD & JOIN EXIS77NG RCP EA 1 ENGINEERING 357 N. SHERIDAN STREET SUI TE 117 c� 1 LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 5URVEYING FAX (951) 279-4380 Engineering, Inc. ' V� \�L 7/30/2019 AMIR H. FALLAHI , RCE 55534 DA TE /QROFESS/ON w No. 55534 m DESIGNED BY.• cr_* Exp. 12/31 /19 * JS 61 Civic- DRAWN BY.• 9TFOF CAL\F JS E CHECKED B Y.- AF NOT TO SCALE -w- CENTERLINE RIGHT OF- WA Y WA TER SEWER EXISTING STORM DRAIN PROPOSED STORM DRAIN SEWER MANHOLE FIRE HYDRANT PROPOSED CATCH BASIN SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 LINE C2 PLAN & PROFILE ELPC19-000014/MCN18-076/WDID# 8 36C384184 CITY OF FONTANA, CALIFORNIA ON -SITE STORM DRAIN IMPROVEMENT PLAN TRACT NO.20214 2 SCALE. AS NOTED TITLE SHEET DA TE• JUL Y 2019 APPROVED CITY ENGINEER TE 8/22/19 RCE 51152 DRAWING NO. , 5806 m w