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Home My WebLink About5808-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTOR PROVISIONS AND THE STANDARD SPECIFICA TIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK-). ALL REFERENCE SPECIFICA TIONS AND STANDARDS SHALL BE THE LA TEST EDI TION 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 IMMEDIA TEL Y 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 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 OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STA FE 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 STAFF OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL BE ALSO GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MO VEMEN T 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF -WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT 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 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO DAYS BEFORE EXCA VA RON. 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 CAL TRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILI FIES 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WAFER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINA TE WI TH THE APPROPRIA TE WA TER COMPANY FOR VA VE OPERA RON AND WA TER REQUIREMENTS. 13. CURVE DA TA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPTS 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 PRESERVA RON OF BENCHMARKS AND CONS FRUC TION CON FROL STAKING DURING CONSTRUCTION. 16. THE CONTRACFOR 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 FHAF WILL BE DESFROYED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LA TER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAIN FAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19. THE CONFRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUA FE WA TERING, A F ALL TIMES 20, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSFAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CON FRACTOR SHALL NOT CAUSE ANY EXCA VA TED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENF TO FHE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23, 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 /S OBTAINED. 24, 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. 25, THE FINAL LOCH RON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCA TION OF THE SEWER LA FERAL. 28, NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING SFEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29, ALL UNDERGROUND UTILI FIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREEFS 30, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PA VEMENT PRIOR TO PLACEMENT 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETON OF ROUGH GRADING. 33, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PA VING. Q O TOLL FREE -"mmmw- DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, AND BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA TISFACTION OF THE Cl FY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SA FISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDED RECORD DRAWINGS TO THE CITY ENGINEER. REV. I REVISION DESCRIP TION 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 LOCA BONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN 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 IN 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. 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 CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT FHA F THE FIRM OF K&A ENGINEERING INC. WILL BE PERFORMING FHE 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. ABBREVIA TIONS AB AGGREGA TE BASE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE CF CURB FACE C&G CURB AND GUTTER C C/L CENTERLINE CONC. CONCRETE ORWY DRI VEWA Y EC END CURVE ECR END CURB RETURN EVC END VERTICAL CURVE ELEV ELEVA TION EXIST. EXISTING FS FINISHED SURFACE GB GRADE BREAK LF LINEAR FOOT NTS NOT TO SCALE PAL PROPERTY LINE P. C. C. PORTLAND CEMENT CONCRETE PROP PROPOSED PVI POINT OF VERTICAL INTERSECTION R/W RIGHT -OF -WA Y SD STORM DRAIN SF SQUARE FOOT ST STREET STA STA TION STD STANDARD SW SIDEWALK FC FOP OF CURB VC VERTICAL CURVE ENGR. I DATE I CI FY I DATE SHOULD CONSTRUCTION Of REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A LMICENT MANNER, THE CITY ENQNEER MAY REQUIRE REVISIONS TO THE PLANS TO BRINC THEM INTO CONFORMANCE W/TH STANDARDS IN EFFECT. CITY OF FONTANA SUMMIT A T R 05ENA ON -SITE STREET IMPROVEMENT PLAN ��- -- - - -- -- MS CENTERLINE RIGHT -OF -WA Y WA TER SEWER STORM DRAIN SEWER MANHOLE FIRE HYDRANT CA FCH BASIN STREET LIGHT COMMUNITY MARKER WALL/FENCE PLAN PROPOSED SIDEWALK LINE OF SIGHT (LOS) PROPOSED AC PA VEMENT PREPARED FOR LENNAR HOMES 980 MON TECI TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 TRACT NO. 20214m3 45 V t40 46 44 43 41 LOT V INDEX MAP SCALE: 1 "=80 R/W P/L 10' 0.5' 45"29 2: 1 MAX 30' 30' 20' 20' D C&G 1,jC&GC TYPICAL STREET SECTION T1=5.5 LOCAL STREET N.TS. m s R/W PROJECT SITE �Py CASA GRADEE 0 `rod, SUMMI T �, A VENUE yG F Q � Q FOOTHILL FREE WA Y 210 Q BASELINE ROAD i v VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES & OUANTI TY ESTIMATE NO. DESCRIP TION UNI T QUA NTI TY CONSTRUCT 4" MIN, AC PA VEMENT OVER 12" MIN. OF 95COMPACTED NA TI VE % SF 108,500 1 SUBGRADE (SEE GENERAL NOTES 31 & 32) & CITY STD. PLAN NO. 401 TON 2,594 CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 LF 4,960 3� CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH = 5) SF 28,500 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE PER PLAN) EA 6 5� CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1005 EA 8 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 SF 2,875 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN N0. 1002 SF 12, 775 (SHEET 1 OF 2) INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 EA 11 INSTALL DECORATIVE STREET LIGHT PER STREET LIGHT PLAN EA 13 CITY OF FONTANA. UTILITY NOTIFICATION LIST CITY OF FONTANA A T&T 8353 SIERRA AVENUE 22311 BROOKHURS F STREET FONTANA, CA 92335 SUITE 203 (909) 350- 6632 HUNTING TON BEACH, CA 92646 SO. CALIF. GAS COMPANY (714) 963-7964 1981 W. L UGONIA 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 AVENUE TIME WARNER CABLE RIAL TO, 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 - DISFRIBUTION SUNESYS, LLC 1325 PICO STREEF J106 WESF VALLEY WATER DISTRICT CORONA, CA 92881 ATTN ENGINEERING DEPARTMENT (951) 278-0400 855 W. BASELINE ROAD RIALTO, CA 92376 UNDERGROUND SERVICE (909) 875-1804 ALERT (800) 422-41 JJ DEVELOPER/OWNER LENNAR HOMES 980 MONTECI 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 (951) 279-1300 P/L 10, SHEET INDEX 3 5' 0.5' SHEET NO. DESCRIPTION 2% SW 2: 1 MAX 1 TITLE SHEET r � OAKVILLE STREET & STAGS LEAP LANE 3 SHAFER COURT 4 ROYAL OAKS WAY 5 PEGASUS BA Y PLACE NOTE 5 RUBICON WAY LINE OF SIGHT TO BE REVIEWED AND APPROVED PER THE LANDSCAPE PLAN USING THE CITY OF FONTANA STD. PLAN NO. 402. ELPC 1 18 / MCN NO 10 77 BASIS OF BEARING ENGINEERING 357 N. SHERIDAN STREET THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE SORE 117 Q�pFESS/0�,9 c � LAND PLANNING CORONA, CALIFORNIA 92880 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242197--98. SURVEYING FAX (951) 279-4380 ti BEING: NOO'33'32"W Engineering, Inc. No. 55534 BENCHMARK: * Exp.12/31/19 CALTRANS BENCHMARK 8-17 ` v\ ` FOFIv\`�Fp��P BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/O 1-210, 0.2 07/11/2019 CAS MILES WEST OF SAN SEVAINE ROAD. AMIR H. FALLAHI , RCE 55534 DATE ELEVA FION=7428.609 9-0000 -0 CITY OF FONTANA, CALIFORNIA ON -SITE STREET IMPROVEMENT PLAN DESIGNED BY.• SUMMIT AT ROSENA - TRACT NO. 202143 SCALE.- JS/BB AS NOTED DRAWN BY.- TITLE SHEET DA TE.- JS AC JC ,� JUL Y 2019 CHECKED B Y- APPROVED BY. ��4►'DRA WING NO. DATE 8/1/2019 1 AF CITY ENGINEER RCE 51152 5808 ■o z al