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Home My WebLink About5810-1GENERAL 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 IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMED/A TEL Y REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. J. 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 IMPLEMEN77NG 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 IN PUBLIC RIGHT OF -WAY WITHIN THE C/TY LIMITS 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. 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. 9. THE WALLS AND FACES OF ALL EXCA VA TIONS 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 STATE 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 WITHOUT OBTAIN/NG A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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 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 DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIM/TED 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 FACILI T7ES 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZ4770N. 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 EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCHMARKS WI THOU T 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 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKF/LL COMPACTION. FA/LURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. 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 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 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 EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCA TIONS 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 AFFECTED AGENCIES IMMED/A 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 PA VING 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 SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. TOLL FREE -qmmmww" DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I 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 A VAILABLE RECORDS THESE LOCA TIONS ARE APPROX/MA TE 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 IS 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 /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS 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 AMD 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. DEVELOPER/OWNER LENNAR HOMES 980 MONTEC/TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 CA//`/A/CCD 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 UGONIA AVENUE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES.- (800) 427-2200 SO. CALIF. ED/SON COMPANY 300 N. PEPPER AVENUE 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, STE 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 ENGR. I DATE 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. CITY OF FONTANA 5UMMI T A T R 05ENA TRACT NO. 20214-3 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 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 M/77GATED IF K&A ENGINEERING INC. PERFORMED THE STAKING WORK. INDEX MAP SCALE. I "=80' 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 IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AFAJ 23JJ I" fl l" J 20 PREPARED FOR: BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197-98. 980 MON TECI TO DRIVE, SUITE 302 BEING: N00'3332 "W CORONA, CA 92879 BENCHMARK: (951) 817-3545 FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. ELEVA TION= 1428.6 09 �o ENGINEERING 357 N. SHERIDAN STREET SUI TE 117 K LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. �" V� 0711112019 AM/R H. FALLAHI , RCE 55534 DA TE PROJECT SITE y CASA GR NDE `ro � SUMMIT A VENUE y GF Q j FOOTHILL FREEWAY 210 BASELINE ROAD v VICINITY MAP LEGEND NOT TO SCALE s CENTERLINE RIGHT OF- WA Y WA TER SEWER EXISTING STORM DRAIN PROPOSED STORM DRAIN SEWER MANHOLE FIRE HYDRANT PROPOSED CATCH BASIN THE QUANTITIES SHOWN HEREON ARE ES77MATES ONLY. THE CONTRACTOR SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. DESCRIPTION UNIT QUANTITY &_ INSTALL 30" RCP STORM DRAIN (D-LOAD PER PROFILE) LF 274 Q__ INSTALL 24" RCP STORM DRAIN (D-LOAD PER PROFILE) LF 270 0__ INSTALL 18- RCP STORM DRAIN (D-LOAD PER PROFILE) LF 325 4� REMOVE BULKHEAD & JOIN EXISTING RCP EA 1 5� CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN NO. 3004 EA 6 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3010 EA 3 7� CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 EA 3 NO TE: CONTRACTOR TO VERIFY ELEVATION & LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. /QFtOF ES5/ON\ No. 55534 m * Exp. 12/31 /19 ST CIVIC gTFOF CAO ') SHEET INDEX SHEET NO. DESCRIP71ON 1 77TLE SHEET I 2 PLAN & PROFILE - LINE C3-1 & LATERAL C3-1-3 I 3 LATERAL PROFILES - C3-1-1, C3-1-2, C3-1-3-1, C3-1-4 1 io ELPC 19-000018 / MCN NO. 18-077 WDID# 8 36C384184 I - CITY OF FONTANA, CALIFORNIA ON -SITE STORM DRAIN IMPROVEMENT PLAN DESIGNED BK TRACT NO. 20214 3 SCALE: Js AS NOTED TITLE SHEET DRAWN BY DA TE: JS BM JUL Y 2019 0 CHECKED B Y.• APPROVED B Y C2� DRAWING NO: DATE 8/1/2019 AF 5810 Q i CITY ENGINEER RCE 51152