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Home My WebLink About2673-1GENERAL 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"). 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 AND WATER REQUIREMENTS. 4 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 5 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 AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-226-2700 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 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. 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 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 PROPERTY 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 MATERIALS 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25 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. 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 SEWE9 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. 30 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 31 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 DOWN STREAM 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 TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. 39 NO OPEN. TRENCH SHLL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY' ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 S0. CALIFORNIA GAS COMPANY ATTN: ALAN KESELOFF 16231 VALLEY BLVD. FONTANA, CA 92335 (909) 335-7781 EMERGENCIES: (800) 427-2200 S0. CALIFORNIA EDISON COMPANY ATTN: JAIME AMESZCUA (909) 357-6581 7951 REDWOOD AVENUE FONTANA, CA _92335 (909) 820-5598 — UNDERGROUND (909) 820-5137 — TRANSMISSIONS (213).637-1233 — PIPELINES • (909) 357-6589 — DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDRKIEFT, JR. (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 , CONSTRUCTION NOTES: PACIFIC BELL CO., ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA 91761 (909) 390-4777 X 3055 GENERAL TELEPHONE COMPANY- ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. NTARIO, CA 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: AL KROHN 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 X 323 FAX: (909) 823-5046 ®INSTALL 8' EXTRA STRENGTH V.G.P. SEWER. ®CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO 112. C I.D.= 48'x. O3 INSTALL 4' V.G.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO 125. QUANTITIES: �� , 111111111111 MOM ',�e� ,intro 40101 :I ill 411 rjrN-z.;•-,vg .... wef tra . r,,Arv..... __, nt ,\./.44,191 gem gr*--, .s FAIRWA • %IIS # 0-4116-0 ossvi i iiit ‘1., owiejwi,,ts.1 410 SII►♦ ��% e lieOng �I� 11�� = •111; LOCATION MAP TRACT 15683-1 TRACT 15683-2 TRACT 15683-3 TRACT 15683-4 TRACT 15683-5 TRACT 15683-6 TRACT 15683-7 TRACT 15683 TOTAL 996 701 572 .549 567 - 547 s 648 347 4,927 L.F. 3 2 4 2 2 2 2 3 20 EA. ®CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112. CI.D.= 60') 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING GRANULAR SELECTED TTRENNCHGSIDEM /S\ MATERIAL (1"MAX. SIZE PIPE ZONE III III III= =HI IHE SEWER OR WATER MAIN 90% COMPACTED NATIVE BACKFILL 3" MAX. SIZE " MI " MA • GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. Underground Service Alert CALL TOLL FREE 1-800 227-2600 582 559 589 NOTES: 1. TRENCH WIDTH SHALL -BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS .OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II'AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. 562 450 580 473 TRENCHDETAIL � RECORD DRAWING i NOT TO SCALE THESE RECORD DRAWINGS NAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND, FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE ' RESPONSIBLE FOR ANY ERRORSOR OMISSIONS WHICH . , HAVE BEEN INCORPORATED ) THE OOCUMENTS AS . A RESULT THEREOF 455 4,250 L.F. 1 EA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 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 THOSE 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 RESPON— SIBILITY FOR THE UTILITY PIPES, CONDUITS OR, STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS— IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 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 -LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS .AND SHALL REPORT \ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 BENCH MARK: # R15 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1167.59 BASIS OF BEARI-NGS: THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 TOWNSHIP 1 NORTH RANGE 5 WELT SAN BERNARDINO MERIDIAN AS SHbWN ON RECORD OF SURVEY FILtD IN BOOK 58 PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP SUMMIT AVENUE INDEX MAP T INDICATES SHEET NUMBERS DUNCAN CYN. RD. FUTURE INTERCHANGE c cn f - U HIGHLAND AVEN U F BASELINE AVENUE VICINITY MAP NOT TO SCALE CITY OF FONTANA, CALIFORNIA Prenton .W x/$/63 7 7M/o3 REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL DATE PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC OF THE INLAND EMPIRE `10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 -)el► ueiwee_ 4/1' J. MADOLE R.C.E.14814 DATE J. . MADOLE DATE DRAWN BY: DESIGNED: CHECKED: SIERRA LAKES TRACT N0. 15683 SEWER PLANS TITLE SHEET JOB NO. 3Ep% 826-1163 APPROVED < <=c44!GG1!0 -s.” 7kU111111dan CITY ENGINEER R.C.E. 25126 SEWER TITLE SHEET, SCALE: AS SHOWN DATE: DWG. NO. 2673 M CO N SHEET NO. 00 1 OF8 TR .15683 - 21[0, 231] PF: 15683 754 24 -Apr -99 09:18 AM / 826-1154-1 DWG. DATE: