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Home My WebLink About3639-1GENERAL 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 PRECEDENCE PROVISIONS IN THE 'GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. 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 THE 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 STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS CP.FATER 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. 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 WORKING DAYS BEFORE EXCAVATION. 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 CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE 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 COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. 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. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 11MES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. 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, 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700. 26, NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. 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. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31, THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PREPAFM BY FIRM: raab "sneering, im. ADDRESS: 310 S, MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: (96y) 27 72 FAX: ( 951) 272-0166 1 "a - ,I V'_ 29616 SIGNATURE RCE ATE p�OFESSrpN r� N0. 29616 r, Of A 4L Exp. 3/31/07 4 VI OF- CAL�F� CITY OF FONTANA SEWER IMPROVEMENT PLANS FOR TRACT NO. 16597 LEGEND BC SEWER LINE EC END CURVE SEWER LINE PER CENTERLINE OTHER SHEET - --EX 5- - EXIST. SEWER LINE FINISHED SURFACE STORM DRAIN LINE FINISHED DIRT EX WATER ONE --R W EXIST. WATER LINE 0 SEWER MANHOLE W DIRECTION OF FLOW ST - - RIGHT OF WAY 1_ EDGE OF PAVEMENT MANHOLE CENTERLINE a� WATER VALVE f FIRE HYDRANT Q-- STREET LIGHT ® HANDICAPPED ACCESS RAMP BC BEGIN CURVE EC END CURVE CL CENTERLINE F.L. FLOWLINE GUTTER F.S. FINISHED SURFACE F. FINISHED DIRT EX EXISTING S SEWERUNE SD STORM DRAIN LINE W WATERLINE ST STREET STATION 10+00.00 SEWER STATION MH MANHOLE INT. INTERSECTION R/W RIGHT OF WAY CONSTRUCTION NOTES �1 CONSTRUCT 4' DIA. SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 to CONSTRUCT 5' DIA. SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 20 CONSTRUCT 4' DIA. (EXTRA STRENGTH) V.C.P. LATERAL WITH CLEAN-OUT AND PLUG PER CITY OF FONTANA STD. NO. 125 REMODEL EXISTING SEWER MANHOLE ® CONSTRUCT 8' EXTRA STRENGTH V.C.P. SEWER MAIN 4A CONSTRUCT 8" D.I.P. SEWER MAIN 0 INSTALL SEWER BACKFLOW DEVICE ®Q CONST, SEWER MAIN SI1=EL ENCASEMENT PER DETAIL SHEET 1 NORTH 100 0 100 SCALE 1" = 100' INDEX MAP XDENOTES SEE SHEET NO. OUANTITIES 6 EA. 1 EA. 1285 L.F. 2 EA. 727 LF. 962 LF. 11 EA. 55 LF El 01 3' MAX. SIZE NATIVE SOIL COMPACTED 95% G' MIN. _ 10' MAX. 6" MAX. SIZE NATIVE SOIL - COMPACTED 90% 1/2' CRUSHED STONE BEDDING PER STD, SPECS FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN 8' VCP/DIP MIN. 10" MAX. 18'X3/8' WELDED STEEL CASING -L At V"V 1"#JrtUI RCUAVW aNUJ J LtAW BEVELED BOTH ENDS (4) SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE S FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP. ORAL NOTES 1. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. 2. REDWOOD SKIDS SHALL BE PROVIDED PER DETAIL ABOVE. 3. CARRIER PIPE SHALL BE PRESSURE TESTED PRIOR TO FILLING CASING WITH SAND. 4. CASING TO BE FILLED WITH AIR BLOWN SAND. 5. EACH END OF CASING SHALL BE SEALED WITH CONCRETE. 6. CONTRACTOR SHALL FURNISH ALL NECESSARY THRUST RESTRAINT DEVICES. A\ STEEL CASING PIPE DET N.T.S. 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% - TYPICAL BEDDING FOR 8" VCP/ DIP * QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY AND ARE PROVIDED TO ASSIST THE CITY IN 1O' OR DEEPER DETERMINING FEE & BOND AMOUNT ONLY NOT TO SCALE * * THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO START OF CONSTRUCTION. O o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YDU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CON WITH CONDI110NS' AND STANDARDS IN EFFECT. ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 422-4133 1981 W. LUGONIA AVE. 0-5 REDLANDS, CA. 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN. JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. 3 zftotp SOUTHERN CALIFORNIA EDISON COMPANY (909) 390-4738 300 N. PEPPER STREET REV, SEWER CONNECTION AT BEECH AND MODM MAIN ALJGN ALONG BASELINE AVE SHT. Z, ADDED ENCASEMENT DET. SHIT T 306106 (9 09 820-5598 -- UNDERGROUND ATTN: STEVE HOCK 1 0 ADDED LINE IN BASELINE AVE. BETWEEN AVOCADO AND BANYAN CT, ELIMINATED ONE IN BASELINE W/O AVOCADO; CORRECTED STREET NAMES, LOWERED AVOCADO CT CURBS AND PADS 1 1/09/06 ONTARIO, CA. 91766 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6' MIN. 10' MAX. - - - E N 6" MAX. SIZE - NATIVE SOIL COMPACTED 90% 8' VCP/DIP UTILITY NOTIFICATIONS CITY OF FONTANA PACIFIC BELL CO. ATTN: BRIAN WREN ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 422-4133 1981 W. LUGONIA AVE. 0-5 REDLANDS, CA. 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN. JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA 91761 SOUTHERN CALIFORNIA EDISON COMPANY (909) 390-4738 300 N. PEPPER STREET RIALTO, CA 92376 GENERAL TELEPHONE CO. (9 09 820-5598 -- UNDERGROUND ATTN: STEVE HOCK (909 875-5100 -- TRANSMISSION 1400 E. PHILLIPS BLVD. (213 637-1233 -- PIPELINES ONTARIO, CA. 91766 (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 92235 (909) 822-2201 FAX (909) 823-5046 PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE/ SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LMLiTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BASIS OF BEARINGS THE BEARING OF N 89'58'10' W FOR THE CENTERLINE OF FOXWORTH STREET, AS SHOWN ON A MAP OF TRACT NO. 14293, RECORDED IN BOOK 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967. ELEVATION = 1267.84' 0 RECORD DRAWING 10 *_ Lss�q� F� e 110. 29616 r„ L+ A r 0 21 ICA Exp. 3/31 /11 4 MARK L. RAAB RCE 29616 DATE OF CAO 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10' DEEP NOT TO SCALE MLR DESIGNED BY: MLR CHECKED BY: MLR TABLE = 200 -12 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1-1/2' - 1' - 3 4' 100 1/2' 90 - 100 3118, 20 - 60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING B no13rM � BASELINE AVE /`' PROJECT SITE FOOTHILL AVE VICINITY MAP NOT TO SCALE CITY OF FONTANA, CALIFORNIA SEWER PLAN - TRACT 16597 Tr�_E SHEET ;V TY ENGINEER R.'C.E. 511527. �WrK SCALE: DATE: MAR. 20, 2006 DRAWING P40.: 1 3639 4