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Home My WebLink About3730-1GENERAL 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 IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY 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 IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY 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 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 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 OBTAINING 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 SHALT. 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. THE CONTRACTOR SHAD. NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 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 71ES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONS17RUCTION 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 AT 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 TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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 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-ERODEABL.E 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 WITHOUT 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 LOCATIONS 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 IMMEDIATELY. 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 PAVING. 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. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. CITY OF FONTANA. UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 ATTN: BRIAN WREN SEWER MANHOLE (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY COMCAST CABLE TV ) 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. REDLANDS, CA 92374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 0 CRAWFORD CANYON MUTUAL WATER CO. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. 300 N. PEPPER AVENUE (619) 868-6040 RIALTO, CA 92376 909 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA 91766 909 357-6223 - DISTRIBUTION FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA 92235 (909) 822-2201 FAX: (909) 823-5046 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS 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 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG SECTION A -A. BRICK AND MORTAR PLUG RCP SECTION B -B, DOUBLE BRICK AND MORTAR PLUG TYPICAL FOR ALL DIAMETERS N.T.S. CITY OF FONTANA TRACT NO,. 16563 STORM DRAIN PLAN WALNUT STREET APN 240-05-10 APN 240-05-11 APN 240-05-13 APN 240-05-14 APN 240--;-05 '19 16383 TTM W. Q- INSTALL 24" RCP (D-1400) o- INSTALL 36" RCP (0-1400) O- CONSTRUCT MANHOLE PER A.P.W.A SID PLAN 322-1 O4- CONSTRUCT JUNCTION STRUCTURE PER A,P.W.A STD PLAN 340-1 (D -INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN O7 -CONSTRUCT 6' HIGH CHAIN LINK FENCE PER APWA STD PLAN 600-1 O8 -CONSTRUCT 2-8' WIDE CHAIN LINK FENCE PER APWA STD PLAN 600-1 O9 -CONSTRUCT CONCRETE SPILLWAY (SEE SHEEP 5) f0 - INSTALL CSP FLARED INLET PER APWA PLATE j 351-1, CASE 2 11 -CONSTRUCT 12" PVC SDR 35 DISCHARGE PIPE 12 - CONSTRUCT PARKWAY DRAIN PER APWA 151-1 (SEE SHEEP 5) 13 - CONSTRUCT MANHOLE PER APWA STD PLAN 320-1 14 -REMOVE 8" CURB & GUTTER FOR PARKWAY DRAIN @ - REMOVE &REPLACE RESIDENTIAL DRNEWAY APPROACH @-PROTECT IN PLACE 17 - REMOVE AND REPLACE WATER METER CURBSIDE 18 -PROVIDE ACCESS TO PROPERTY OWNERS AT ALL TIMES amomaacaaaaaaa�mmaaaaaasaa�a -- APN 240-05-21 50 LF 238 LF 1 EA 1 EA 2 EA 475 LF 2 EA 1 EA 1 EA 200 LF 1 EA 1 EA 7 LF 2 EA 2 EA 1 EA N.A.P. Ifni! t IL ii p I 15 16 17 iln YpIla STREET I I u A- 22 23 24 a v u iia 1 29 30 i► n 31 Tin 5� �' x• �'.�c ice, 2'.vc. r3c;,c 6 1623 110 W. -10 APN TTM N� i , 1 III I I (i GRAPHIC SCALE 0 100 150 200 . 300 1 inch = 100 ft. W �� ; e; .1'J �'i;t• t EXP s�• ctvi� �� FCA1.1F0�` GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (I'v MAX. SIZE) _j I HIGHLAND AVE IL L Q Co U W Q W ,a 71 BASELINE AVE IF VI C I N TTY MAP NTS TOP OF STRUCTURAL PVM'T SUBGRADE R 3" MAX SIZE NATIVE SOIL -J COMPACTED 95% 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 0% COMPACTED NATIVE BACKFILL 6" MAX. SIZE sk STORM DRAIN PIPE 6" MIN. 8" MAX , I GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE Y2 CRUSHED STONE BEDDING RCP TRENCH DETAIL TRENCH DETAIL, KS WALNUT STREET DIRECTION OF FLOW #-- SITE o SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION Q a HYDRAULIC GRADE UNE o PROJECT W w W ULTIMATE z LOCATION w °- EL z 0 W Q W ,a 71 BASELINE AVE IF VI C I N TTY MAP NTS TOP OF STRUCTURAL PVM'T SUBGRADE R 3" MAX SIZE NATIVE SOIL -J COMPACTED 95% 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 0% COMPACTED NATIVE BACKFILL 6" MAX. SIZE sk STORM DRAIN PIPE 6" MIN. 8" MAX , I GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE Y2 CRUSHED STONE BEDDING RCP TRENCH DETAIL TRENCH DETAIL, KS BASIS OF BEARING � OF OLEANDER AVENUE SHOWS AS N 00'00'08 W PER P.M. 3428 PM8 30/97 ROTATED TO N 03'03'14 b W LEGEND. -� DIRECTION OF FLOW #-- STREET LIGHT o SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE UNE INT INTERIM ULT ULTIMATE BASIS OF BEARING � OF OLEANDER AVENUE SHOWS AS N 00'00'08 W PER P.M. 3428 PM8 30/97 ROTATED TO N 03'03'14 b W