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HomeMy WebLinkAboutTract 16563U ` LO C) N 00 T_ v 0 i 2! GENERAL..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 BF ' 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 NONE 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 SHAM 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 WAILS 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 FOR GROUND MOVEMENT EXISTS. 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 T0. EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 =800- 227 -2600 TWO WORKING DAYS BEFORE EXCAVATION. 6. 12. 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 CALTRANS. ALL UTILITY COMPANIES SHALL: ' BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR- SHALL 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 SHAD. 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 71ES 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 PUBUC - 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 SHALT.. 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 SWAL.ES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SITE THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-- ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. O REV. D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG You DID TOLL FREE 1- 800 - 287 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 N07IFY 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, CL:EANOUT 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 " OTFIER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDE 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. CYPRESS MAIN LINE 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI FOR. VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC =6 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND; CITY OF FONTANA LMLff NOTIFICATION . LIST CITY OF FONTANA S.B:C� INC. 8353 SIERRA AVENUE 39391 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350 -6632 (714) 666 -5500 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422 -4133 REDLANDS, CA 92374 48" RCP (1400 -D) (909) 335 -7547 PACIFIC BELL CO. EMERGENCIES: (806) 427 -2200 3939 E. CORONADO STREET @_CON§TRUCT ANAHEIM, CA 92807 SO. CALIF. EDISON COMPANY (714) : 666 -5467 300 N. PEPPER AVENUE VERIZON (TELEPHONE) RIALTO, CA 92376 1400 E. PHILIPS BLVD. 909 820 -5598 - UNDERGROUND ONTARIO, CA 91766 909 875 -5100 - TRANSMISSION '(800) 422 -4133 2 637- -1233 - PIPELINES J . 913 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL SHOWN ON SHEET 1 09 357 -6505 - DISTRIBUTION FpM' WATER COMPANY 800 422 -4133 ATTN: ' MICHAEL J. McGRAW ADELPHLA (CABLE TV) 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ONTARIO, CA 91761 (909) 822 -2201. (714)- FAX: (909) 823 -5046 LmR. INDICATES REMOVE & REPLACE. EXISTING A.C. PAVEMENT - - INDICATES CENTERLINE - - - - INDICATES RIGHT -OF -WAY LINE -- INDICATES FUTURE IMPROVEMENTS . LINE -0-m0 -- INDICATES FUTURE CONTOUR LINE STREET LIGHTS L.YPM AGAIN LINE -oa� DIRECTION OF FL OW 0 SEWER MANHOLE HGL HYDRAULIC GRADE LINE INT INTERIM ULT UL71MATE LOT' N.A.P. NOT A PART 0 STORM DRAIN MANHOLE OUW SRUMRE PRIVATE lWaNO S NOTIC E.TO CONTRACTOR. i 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, C SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND /OR. GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE t PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. oil CONSTRUCTION CONTRACTOR AGREES THAT IN. ACCORDANCE WITH GENERALLY ACCEPTED � CONSTRUCTION PRACTICES, HE. WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JVB 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 AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL L OBILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UA131TY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUMOMED C HAIoIW AND LM- 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. REVISION DESCRIPTION DATE . ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMEMS NOT COMMENCE UVITFIIN TWO YEARS of THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH 1N A DILIGENT MANNER, THE CITY EN(3NffR MAY REQUIRE REVISIONS TO THE PLANS TO BRING TMFM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE BEING NORTH 00 °00'13" EAST AS SHOWN ON TkT 16568, RECORDED IN MAP BOOK 300 , PAGES 59 -62 , RECORDS OF SAN BERNARDINO COUNTY. ORI�IIVA�. BENCI-IMt�RK PREPARED FOR: CITY OF FONTANA 9M -361 R.R. SPIKE IN PP .NO. 1536697E AT THE SW. CORNER OF BASELINE AVENUE AND SULTANA AVENUE. YOUNG HOMES ELEVATION: 1365.01, SINCE DESTROYED 10370 TRADEMARK STREET RANCHO CUCAMONGA, SITE BENCHMARK CA 91730 SW CORNER, SEC.; 31, TAN., R.5W., S.BM. -2" I.P. (909) 291 -7600 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. ELEVATIO)t 139516 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356 -1815 Fax (909) 356 -1795 L: - Z - IS 05; David S. Hammer, A.C.E. 43976 Date (expires 6130/2005) nn^jrt"r .o P1t�A:°n�1Al VICINITY MAP N.T.S. CONS TRUC110N NOTES M (D- INSTALL 24" RCP (D.-LOAD PER PROFILE) 250 LF Q- INSTALL - WATER -TIGHT MANHOLE FRAME AND COVER PER ALHAMBRA FOUNDARY CO., LTD PLATE A -125213 5 EA ( 36" RCP (D -LOAD PER PROFILE) 762 LF (D-INSTALL 42" RCP (1400 -1)) 1242 LF Q-INSTA 48" RCP (1400 -D) 123 LF (�)_ CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320 -1 3 EA @_CON§TRUCT MANHOLE PER A.P.W.A. STD PLAN 322 -1 5 EA l°J CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331 -2. 3 EA �9 --- CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 340 -1 2 EA @-INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE 8 1 EA )1 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL SHOWN ON SHEET 1 7 EA 12 CONSTRUCT 1/4 TON RIP -RAP 2.7' THICK WITH FILTER BLANKET 60 CY 13 N CO SINGLE PIPE HEADWALL PER CALTRANS STD DWG. D89 4 EA I4 CONSTRUCT SINGLE PIPE HEADWALL & WINGWALL PER CALTRANS STD DWG. 090 2 EA @-CONSTRUCT RCB TO RCB TRANSITION STRUCTURE PER A.P.W.A. STD PLAN 341 -1 6 EA @ OUTLET STRUCTURE PER CALTRANS STD. PLAN D80A & 08013, S & H PER PLAN 456 LF @_ CONSTRUCT TRASH RACK PER A.P.W.A. STD PLAN 361 -0 2 . E4 18 CONSTRUCT 6' HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS 768 LF 19 CONSTRUCT 2 - 9' WIDE TUBULAR STEEL CATES PER LANDSCAPE ARCHITECTS PLANS 2 EA 20 CONSTRUCT MODIFIED PARKWAY DRAIN PER A.P.W.A. STD PLAN 151 -1 (7 HIGH OPENING) 2 EA 21 CONSTRUCT SPILLWAY PER DETAILS ON SHEET 6 2 'EA @—INTENTIONALLY LEFT BLANK - @-INTENTIONALLY LEFT BLANK ( 24 _ CONSTRUCT PRESSURE MANHOLE SHAFT & PLATE PER A.P.W.A. STD. PLAN 329- -1 1 EA c UNE IY' 1OT 7 Rm T ff ►1�1 TITLE SHEET 1 CYPRESS AVE. 2 CYPRESS AVE. 3 LINE "A" 4 LINE "C" 5 OUTLET STRUCTURE 6 (WEST SIDE) .'OUTLET STRUCTURE 7 (FAST SIDE) DETAIL SHEET 8 DETAIL- SHEET 9 DETAIL SHEET 10 DETAIL SHEET 11 3:1 SLOPE FILTER BLANKET PER SOILS ENGINEER RECOMMENDATTON- OUM STRUCM SECTION A&A DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG 3:1T SLOPE SECTION BmB BRICK AND MORTAR PLUG Ps > BRICK AND MORTAR PLUG TYPICAL FOR ALLDIAMETERS N.T.S. QR OFESS, oN CITY OF FONTANA, CALIFORNIA S TORM DRAIN IMPROVEMENT PLAN. o � m �'� r: TITLE SHEET SCALE: AS NOTED No. 43976 m 16572 � Exp. 6/30/05 � DESIGNED BY: - TRA� O DATE: # '* RC /EI , - � FEBRUARY, 2005 � C i y I � o �a� Q CHECKED - APP DATE: � DRAWING NO.: � OF CALI ml CITY ENGINEER R.C.E. 51152 3610 �1 Filename: M: \dwg \15916 \final design \ST0RM \15916SD01.dwg 12' /-TOP OF HEAD -WALL i OF BERM 1 .3'1 10 13' E W =16" ELEVATION VIEW DETAIL SCALE 1`_ 10'