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Home My WebLink About2931-1NOTIM 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AN WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. S. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. 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 AVIOD DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. 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. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. WHEN CONFLICT IS FOUND TO EXIST IM 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. 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. 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. TRENCES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 15. 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. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL, OF THE CITY INSPECTOR. 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 19. 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. 20. ALL MATERIAL AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. 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. 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. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDMyG 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 TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 8 ric» Aim# SHOULD CONSTRUCTtON OF THE REOUtRED I MMOVEMEM NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF C= C46 TOLL APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 1m REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS 119 2Q IN EFFECT. Two work DAYS BEFORE YW DIG 26. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 29. TERMINATE ALL 4" HOUSE LATERALS 3 FEET INSIDE THE LOT WTM A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTIUTY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE. FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 31. tF 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. 32. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 33. 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. - 34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 36. THE CONTRACTOR SHALL CONFORM TO ALL TRAITIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.N. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED B'Y THE CITY TRAFFIC ENGINEER. 37. UPON COMPLETK)N OF CONSTRUCTION, CONTRACTOR SMALL RE'STDRE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. a I V OF FMAX& t1nUff NO I LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN* VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE 0-5 REDLANDS, CA. 92374 COMCAST ( CABLE TV ) (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 909 357-6223 - DISTRIBUTION (800) 422-4133 800 422-4133 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE (619) 868-6440 FONTANA CA. 92235 (909) 822-2201 FAx: (909) 823-5046 PLANS PREPARED FOR FORECAST HOMES 10670 CIVIC CENTER DRIVE NCHO CUCAlutONGA, CA 91730 (909) 987-7788 (909) 987-1169 MH L4 je] m - - CAuMIKIRLILA �� 11 it'll \ CITY OF FONTANA SEWER IMPROVEMENT PLANS FOR TRACT 1607 &_CONSTRLICT SEWER UTERIIL HOUSE CLEANOUT PER CITY STD. 125 42 Eel 2a -CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. N0. 112 _ a EA. CONSTRUCT 4" VCP SEWER LATERAL 42 EA. 4�- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2,CIt}.9S L.F. 5D-- INSTALL 8" PLUG 2 EA. INSTALL SEWER TERMINAL CLEAN OUT PER CITY STD. DWG. NO. 128 1 EA. REMOVE EXISTING PLUG 1 EA. . � I 61 ,0 ,0 1 �NQE�C MAP SCALE: 1 "=100' 3" MAX SI NATIVE - SON,.. COMPACTED 95x 6" MIN. 6" MIN. 10" MAX. 10" MAX. I� c4 - � -- - 8 MAX SIZE NATIVE SOUL, COMPACTED 9OX 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90X N Z HED A:a DING = SPECS. �' }- a, v • WORKS _. - a o ION 1/2w CRUS STONE BED PER STD. FOR PUBLIC CONSTRUCT TABLE 200-1.2(A) SHOWN BELOW 8" v+cP TABLE: 200-1.2(A) vc- 1"JEG'T Krma SIEVE SIZE PERCENTAGE PASSING SIEVES - 1w - iJIIIIIIIIIIIII MOM =11� MaAy ��ELM 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING 9 mlp_�IIIIIIMM MU&y��QRIIIIIIIIIIM� ma* -m QMQ "WIlQ�uffit-IIIIIIIIIII�� IIIIII[Em awims"s � ma" ��lQ•��Qi��rr�y &_CONSTRLICT SEWER UTERIIL HOUSE CLEANOUT PER CITY STD. 125 42 Eel 2a -CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. N0. 112 _ a EA. CONSTRUCT 4" VCP SEWER LATERAL 42 EA. 4�- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2,CIt}.9S L.F. 5D-- INSTALL 8" PLUG 2 EA. INSTALL SEWER TERMINAL CLEAN OUT PER CITY STD. DWG. NO. 128 1 EA. REMOVE EXISTING PLUG 1 EA. . � I 61 ,0 ,0 1 �NQE�C MAP SCALE: 1 "=100' 3" MAX SI NATIVE - SON,.. COMPACTED 95x 6" MIN. 6" MIN. 10" MAX. 10" MAX. I� c4 - � -- - 8 MAX SIZE NATIVE SOUL, COMPACTED 9OX 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90X N Z HED A:a DING = SPECS. �' }- a, v • WORKS _. - a o ION 1/2w CRUS STONE BED PER STD. FOR PUBLIC CONSTRUCT TABLE 200-1.2(A) SHOWN BELOW 8" v+cP TABLE: 200-1.2(A) vc- 1"JEG'T Krma SIEVE SIZE PERCENTAGE PASSING SIEVES - 1w - 3/4' 100 1/27-' 90-1 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING 9 FEVINK lg Engineercitycity Dates � OFESS/ Approval 2� / Za D2 J. /G q �l CALTRANS BENCHMARK NO. 8--17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. �n 343' N/0 HIGHLAND AVE., 0.2 Mi. W/O SAN No. 36052 rn SEVAINE RD., IN SOUTH CONCRETE BASE OF n S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. CtV1L ELEVAT"IIk 1428.6090 OF CA mw�_ .w. aim SCALE: 1 " = 2' ALLPMD ENGINEERING. 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 100 MAX. 6" MAX SIZE NATIVE I N SOIL, COMPACTED 90% Cts gI Ig-1mdSwvvy - Iasi P] Ig D 6255 Sherr Awmr Pbumm cowmak DEA/9W OW 30-1$15 Fac (W 3Wt7= DMigned Or. A a&&*.f DOW J. ILLE. Chwked By: f mq*m &Mrjm RD On FN II - W�_, / Aj 8" VCP 6" MIN. 10" MAX. 1* MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% a Z 04 T_ rml SCALE. 1 " = 2' CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS Scow: TRACT N0. 16078 AS 04 IiY ENGINEER �R.�E.51152" I 2.73E I�I Filename: M:\DWG\16001\WATER-SEWER\SEWERSHT1.dw4I