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Home My WebLink About4804-1GENERAL NOTE5 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTOR PROVISIONS AND THE STANDARD SPEC/F/CA BONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPEC/FICA TIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST /N 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 START OF ANY WORK /N 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 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 EXCA VA 710N 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 TIONS 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 BE ALSO GUARDED WHEN THE POTENTIAL FOR GROUND MOVEMENT 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARA 7E PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA 710N. 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 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 CAL TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE 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 COORDINA TE WI TH THE APPROPRIA 7E WA TER COMPANY FOR VA VE OPERA TION AND WA TER REQUIREMENTS 13. CURVE DA TA REFERS TO THE FACE OF CURB. 14. STA 770NING 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 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 DESTROYED 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 LATER 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 MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES 20. ALL GRADING OPERA 710NS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 23. A GE07ECHNICAL 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 IS 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-ERODABLE SWALES ENTERING OR LEAVING IMPRO VEMEN TS 25. THE FINAL LOCATION AND WIDTH OF DRI VEWA Y 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 LOCATION OF THE SEWER LATERAL. 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 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 GE07ECHN/CAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION 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. QDV TOLL FREE -qmmw"' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 31. UPON COMPLETON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, AND BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCT/ON TO TIE SATISFACTION OF THE CITY ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDED RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: REV. REVISION DESCRIPTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTLITY 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 /N ACCORDANCE W/ TH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND1 TIONS 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 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 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. CITY OF FONTANA, UTILITY NOTIFICATION LI5T CITY OF FONTANA AT&T 8353 SIERRA AVENUE 22311 BROOKHURST STREET STE. 203 FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 (909) 350-6632 (714) 963-7964 SO. CALIF. GAS COMPANY SPRINT 1981 W. L UGONIA A VENUE 2592 DUPONT DRIVE REDLANDS, CA 92374 /RV/NE, CA 92612 (909) 335-7967 (800) 659-9698 EMERGENCIES. • (800) 427-2200 TIME WARNER CABLE 50. CALIF. EDISON COMPANY 1500 AUTO CENTER DRIVE 300 N. PEPPER AVENUE ONTARIO, CA 91761 RIALTO, CA 92376 (909) 975-3439 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION SUNESYS, L L C (213) 637--1233 - PIPELINES 1325 P/CO STREET 11106 (909) 357--6505 - DISTRIBUTION CORONA, CA 92881 (951) 278-0400 WEST VALLEY WATER DISTRICT UNDERGROUND SERVICE ALERT A TTN.• ENGINEERING DEPARTMENT 855 W. BASELINE ROAD (800) 422-4133 RIALTO, CA 92376 (909) 875-1804 R/W 60, 10' 0.5' 5' 3 SW 20' 2 C&G 1 AC D 2q 2.1, 20' TYPICAL STREET SECTION TI=5.5 TRI VENTO PLACE & TURLEY WAY N. T.S. ENGR, DATE I CITY I DATE C&G (2 CITY OF FONTANA SUMMIT A T R 05ENA ON -SITE STREET IMPROVEMENT PLAN TRACT NO. 20214-2 I� II Ili ABBREVIA TIONS II II III II II III �ti j I I II III AB AGGREGA TE BASE III � lti ' IIII III II AC ASPHAL T CONCRETE PROJECT w SITE �Py CASH GR ANDE SUMMIT A VENUE Q FOOTHILL FREEW4 Y Q BASELINE ROAD v II 11 II ` BC BEGIN CURVE 9 8 7 5 4 3 2 7 IIII I I I qI BCR BEGIN CURB RETURN 6 II 1 BVC BEGIN VERTICAL CURVE CF CURB FA CE 27 \ C&G CURB AND GUTTER C/L CENTERLINE OAKVILLE -STREET - ��/ \\ \ \% CONC. CONCRETE \� DRWY DRI VEWA Y 26 25 \\ \p\ EC END CUR VE 000010 \�� °�\ \ ECR END CURB RETURN 33 32 31 30 29 28 27 77 r \� \\ EVC END VERTICAL CURVE Q or �\ ELEV ELEVA TION 7 7s T. EXl \\ \ \\\ EXISTING 72 _ 1 \\\ �\ \\�\ FL FLOW LINE TRIVENTO PLACE \\�� y \\\ FS FINISHED SURFACE \\ \I\ GB GRADE BREAK 73 HP HIGH POINT 1 24 -424 16 17 18 19 20 21 22 \I\I 1\ �II LF LINEAR FOOT I 23 \ 74 ■ II LOS LINE OF SIGHT I LP LOW POINT N » 1 NTS NOT TO SCALE -- - --------- - _-- _=�\N PAL PROPERTY LINE VENETO -- DRIVE- - - 3 P.C.C. PORTLAND CEMENT CONCRETE /r PROP PROPOSED POINT OF VERTICAL R 0214-r � ' p� PV/ INTERSECTION r R/W RI GHT- OF- WA Y SD STORM DRAIN DEVELOPER/OWNER ENGINEER INDEX MAP LENNAR HOMES K&A ENGINEERING, INC 980 MONTEC/TO DRIVE, SUITE 302 357 N. SHERIDAN STREET SUITE 117 SCALE: 1 =100 CORONA, CA 92879 CORONA, CA 92880 (951) 817-3545 PHONE: (951) 279-1800 FAX (951) 817-3650 R R/W 10' ; 5' 0.5' SW 3 R/W SOUTH 10' I5' I5' 3 SW PREPARED fOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND SUITE 302 SU , IVE CARRIED FORTH IN A DILIGENT MANNER, CORONA, 980 MONTECITO DRSU THE CITY ENGINEER MAY REQUIRE CA 92879 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 STANDARDS IN EFFECT. 30' 20' 60' 30' 20' 2 C&G 1 AC D 2q 23' TYPICAL STREET SECTION TI=5.5 OAKVILLE STREET N. T.S. C&G (2 R/W NORTH CONSTRUCTION NOTES & QUANTITY ESTIMATE VICINITY MAP NOT TO SCALE SF SQUARE FOOT ST STREET STA STA TION STD STANDARD SW SIDEWALK T TANGENT TC TOP OF CURB VC VERTICAL CURVE LEGEND NO. DESCRIPTION UNI T QUANTITY CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SF 69,740 1 SUBGRADE (SEE GENERAL NOTES 31 & 32) & CITY STD. PLAN NO. 401 TON 1,640 Q__ CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 LF 3,330 0__ CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH = 5) SF 15,280 4� CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE PER PLAN) EA 6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 EA 2 CONSTRUCT RESIDENTIAL DRI VEWA Y APPROACH PER Cl TY STD. PLAN NO. 1002, SF 5,740 SHEET 1 OF 2 7� INSTALL DECORATIVE LED STREET LIGHT PER STREET LIGHT PLAN EA 8 BASIS OF BEARING ENGINEERING J57 N. SHERIDAN STREET SUITE 117 ovESS/o THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 �o eR �q� 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 Fll BEING: N003332"W Engineering, Inc. � No. 55534 Exp. 12/31/19 BENCHMARK: CAL TRANS BENCHMARK 8-17 . 4 sTgTC I V I \- F BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 07/29/2019 OF CALF MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DA TE ELEVA TION= 1428.6 09 DESIGNED BY.• JS/BB DRAWN B Y.- JS/A C/JC CHECKED B Y.- AF 210 PROPOSED BOUNDARY EXISTING CENTERLINE PROPOSED CENTERLINE PROPOSED RIGHT OF WAY PROPOSED SIDEWALK PROPOSED LINE OF SIGHT (LOS) PROPOSED AC PA VEMEN T SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 TURLEY WAY PLAN & PROFILE 3 OAKVILLE STREET PLAN & PROFILE 4 7RIVENTO PLACE PLAN & PROFILE MCN18-0761ELPC19-000014 z CITY OF FONTANA, CALIFORNIA 0 ON -SITE STREET IMPROVEMENT PLAN N 0 SUMMIT AT ROSENA - TRACT NO. 20214 2 SCALE. AS NOTED TITLE SHEET DA TE: JUL Y 2019 APPROVED o ��✓� 8122119 DRAWING N0: DATE a CITY ENGINEER RCE 51152 4 5804 0 0