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Home My WebLink About5114-1March 02, 2015 dallard 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 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 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 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 CML 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 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-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITIOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACLITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APIROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY COIRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACIUTIES CONFLICT WITH THE PR(POSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANI ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEL 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 PAYMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COIPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEV:ES 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. air OF FONTANA, UTIUTY NOTIFICATION UST CITY OF FONTANA 835; SIERRA AVE FONANA, CA 92335 (909 350-6632 SO. CALIF. GAS COMPANY 198 W. LUGONIA AVE REDANDS, CA 92374 (909 335-7967 EME'GENCIES: (800) 427-2200 S0. CALIF. EDISON COMPANY 300 N. PEPPER AVE RIALO, CA 92376 909 820-5598 - UNDERGROUND 909 875-5100 - TRANSMISSION 21.) 637-1233 - PIPELINES 909 357-6505 - DISTRIBUTION UNERGROUND SERVICE ALERT (80) 422-4133 FONANA WATER COMPANY 159;6 ARROW BOULEVARD FONANA, CA 92335 (90!) 822-2201 LEaND: CENTERLINE �- - RIGHT-OF-WAY LINE -NO-- EXISTING CONTOUR LINE STREET LIGHTS - - DIRECTION OF FLOW a SEWER MANHOLE 0 STORM DRAIN MANHOLE AT&T 22311 BROOKHURST ST SUITE 203 HUNTINGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DR IRVINE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DR ONTARIO, CA 91761 (909) 975-3439 SUNESYS, LLC 1325 PICO ST /106 CORONA, CA 92881 (951) 278-0400 PRIYATE ENGINEER'S NOTICE TO CONTRACTOR: THE D(ISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOVN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE: LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO 11AT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF TIE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE(\UTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINE NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT 3E LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER ACRES TO DEFEND,INDEMNIFY AND HOLD .DESIGN PROFESSIONAL HARMLESS FROM ANY AND kLL LIABILITY, EAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORN ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF TIE DESIGN PROFESSIONAL. UNiUTHORIZED CHANGES AND USES: THE :NGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS FOR TRACT NO. 18825.1 l 2 a •-1111121.111,..0104•10..1010 • f% •3 3 1V s"v • ! r `� � � _. < f dam.- �:s••-'�..:....:., 26 LOT "A'° PARK 24• ,ff• • • • 25 27 f 40 28 27 28 11.4 31 32 42 41 40 39 37 36 Ann ' . ate' •�: f , ..............d.,.. .: .......y..;:,«... .,.............. x.:.v�.+r.•:avoc-rsrr '•ax:::,.,'.X••±'�:.s-tsa±"• V ..... - )...t < .N #2 L ITERALIA-2 1 NW IT AVENUE .................. ...... :. .: xe: :. : •.....x t',.xcac.o•:«• ...: - ',x. ww..,w.�.:.woaw::::.,a::::.:•:.;:,::x;-r::•.:.x•;ee•:s±:::t:::;a....:i:sx.:•:±t:•.::: • • • .:m..:: ... .: ::: v:: CiJPY.VCti t<i::: .n.: v..r• t. :.... CONSTRUCTION STAKING NOTICE :. .«•• ....: n... ---.v ..... Svm+x•%Ma++v^'-,+tt»WO:J.WtY4:•'C': }b ...ri. ftEXISTING • • THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER 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 ALLARD ENGINEERING INCORPORATED WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. INDX MAP SCALE 1"=100' • ,A,,.:.»t.: ,.,. .';•:'�S":9:a..A°^fit .... ...�,.l�t• s�i�;�_� SHEET INDEX SHEET 1 SHEET 2 SHEET 3 TITLE SHEET UNE "A", LAT A-1, A-2 & A-3 LINE "A", LAT A-4, A-5 & A-6 ti°F GF FUTLJ DUNCAN CANYON ROAD ROAD SUMMIT AVENUE 41, CC W U 210 FR WAY Lj FONTANA CL U VICINITY MAP CONSTRUCTION NOTES PROJECT LOCATION .LTED QUANTMES INSTALL 36" RCP (D -LOAD PER PROFILE) 889 LF INSTALL 24" RCP (D -LOW PER PROFILE) 197 LF CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 333-1 _1 EA SEE SHEET 3 FOR DETAIL CONSTRUCT JUNCTION STRUCTURE PER CITY STD. .3011 CONSTRUCT MANHOLE PER CITY STD. 3012 CONSTRUCT CATCH BASIN PER CITY STD. 3004 INSTALL ABTECH ULTRA URBAN FILTER CURB OPENING C01414 WITh SMART SPONGE PLUS FILTER (OR APF'ROVED EQUAL, QUANTITY & LOCATION PER TABLE ON SHEETS 2 & 3) CONSTRUCT CONCRETE PROTECT/ON PER APWA NO. 225-1 TOP OF STRUCTURAL -\ PAVEMENT SUBGRADE 11:1 SLOPE OR FLATTER (OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 6" MAX SIZE GRANULAR BEDDING FROM SELECTED TRENCH1 SIDE MATERIAL (1" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH.' SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING STORM DRAIN r NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 0 a. 1.h.1 Ida CD CO 4 EA 2 EA 7 EA 11 EA 60 LF 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH 4. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS TRENCH DETAIL NOT TO SCALE DIAL BEFORE YOU DIG TOLL FR EE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIFION - DATE ENGR. CITY DATE , SHOUW CONSTRUCTION OF REQUIRED IMPROVEMEN13 NOT COMMENCE WITHIN TVVO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY INGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: STRATHAM HOMES, INC 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEYAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. , ELEVATION = 142a6.0510_ Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16B66 Seville Avenue Fontana, Califurnia 82335 Fax (909) 356-1795 (909) 356-161 • Raymond J. Allard, R.C.E. 36052 Date (expires B/30/2016) CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: DESIGNED BY: RRA CHECKED BY: RJA TRACT lasz54 HEP" DATE: • 7 rE 5114 CITY ENGINEER SCALE: AS NOTED March, 2015 R.C.E. 51152