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Home My WebLink About3070-11 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 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 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 GREATER THAN FIVE (5) FEET 'IN DEPTH SHALL BE GUARDED BY SHORING, SLb-GING 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 IN `LUDING—, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIM 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 TEES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIME & A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES 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 S=HALL 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 0700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. BASIS OF BEARING: BASIS OF BEARING BEING THE SOUTH LINE OF NE 1/4 SECTION 35, T1 S, R6W, SBBM . SHOWN AS N 89047'11" W ON TRACT NO. 15655-61 M.B. 264,47-49, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK BM #8-17 ELEV=1428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EQISON TOWER, 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 IMANHOLES, CLEAN-OUT 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 3" MAX SIZE NATIVE -- SOIL, COMPACTED 95% 6" MIN. 10" MAX. 6" MAX SIZE NATIVE- SOIL, ATIVE-SOIL, COMPACTED 90% 1/2 CRUSHED --! STONE BEDDING PER, STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW cv 6" MIN. 10" MAX. 1" MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% z N rk FL o SIZE PER PLAN TYPICAL BEDDING FOR " VCP 10 R DEPPER SCALE: 1" = 2' > >: > >0 < e'- j1% a MILLER AV @ < �- 1 [r> —1 U D Uj TRACT= Q kit W EXIST N- �SCHOOL SITE 166 6 < a"" FOOTHILL BL ARROW BL l - mom T I VICINITY MAP H H NTS H Els 1TIMA' F .. ...... S.T!R!JQTIQN N TD.U.ANTITIE5 .:� < , two PHASE I PHASE II 0 j , #5 M I ° ' REMOVE EXISTING CLEANOUT 1 0 LS. � w 2 CONSTRUCT. 8" VCP SEWER MAINEXTRA STRENGTH) ) 2., 500 1,640 L.F. SI-# ET L. ( CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG.NO. 112 10 5 L.F. CONSTRUCT SEWER LATERAL AND HOUSE CLEANOUT PER CITY STD. NO.125 1,850 1,600 L.F. '1. REMOVE EXISTING SEWER MAIN AND MAKE CONNECTION TO EXISTING SEWER MAIN 142 -0 L.F. Q INSTALL BACKFLOW VALVES 15 15 EA ( � 8 CAP SEWER MAIN FOR FUTURE CONNECTION 2 0 L.F. CONNECT EXISTING SEWER MAIN 1 2 EA. soup— ...*�.pw I S E 3 i T t !C4 I TRACT 14293 w TRACT 14293 . ICALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LSD SURVEYORS. ,®..� CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED -ST CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE doom,�. - I AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1 CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS 'AND PROPERTY, THAT 3" MAX SIZE - NATIVE - SOIL, COMPACTED 95% 6" MIN. 10" MAX. '31 C14 6" MAX SIZE NATIVE�- SOIL, COMPACTED 90% VCP SIZE -'PER PLAN MAP PHASING NTS 6" MIN. 10" MAX. . •t �---r(P. r_.a'i . �I 1" MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% It LESS A DEEP SCALE: 1" - 2' TABLE : 200-1.2(A) THIS REQUIREMENT SHALL BE MADE TO APPLY Ct?NTINUOUSLT AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 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 IN THIS PROJECT, EXPECTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. N OTT* QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND -CONSTRUCTION. "*" INDICATED THE PAVEMENT SECTION SHALL. BE SUBMITTED TO SOIL ENGINEER'S APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS OF THE SUB -GRADE SOIL, AND EXPECTED TRAFFIC INDEX. SIEVE SIZE PERCENTAGE PASSING SIEVES 11/2 -- .Attn: Carlos Navarro Attn: Virginia Becker 3/4" 100 1/2" 90- 60- 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C131 TEST GRADING B City of Fontana, utility notification 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) 866-5467 So. Calif. Gas Company Underground Service Alert Attn: Dennis Freeman (800) 422-4133 1981 W. Lugonia Avenue Redlands, CA 92374 Comcast ( Cable TV } (909) 335--7547 Attn: Jack Hayes Emergencies: (800) 427-2200 .1205 Dupont Ave. Ontario, CA 91761 So. Colif. 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--6040 Fontana CA 92235 (909) 822-2201 Fax: (909)'823-5046