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Home My WebLink About2660-1' r i GENERAL NOTES: { I.- -ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS DATED 1975, INCLUDING LATEST REVISIONS, ANp STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO.START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTION SHALL BE REQUESTED AT LEAST 24 HOURS PRIOR TO THE STARTrOF ANY WORK. CALL (909) 350-6632. 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT -'TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO, THE PROVISIONS -OF THE ASTM DESIGNATION: C700-89 "STANDARD SPECIFICATION'FOR VITRIFIED CLAY PIPE: EXTRA STRENGTH, STANDARD STRENGTH AND PERFORATED" AND TO THE SPECIFICATIONS .ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY 'THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS . ARE IN CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY. 4. MANHOLES SHALL'BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL, -112. CONCRETE.FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. ,,STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO BE PER CITY70F FONTANA STANDARD DETAIL 109. 5. ADEQUATE 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 CONTROL STAKING DURING CONSTRUCTION. - ` r 6. TERMINATE'ALL 47, HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. SHOULD A PUBLIC UTILITY EASEMENT LIE CONTIGUOUS TO THE STREET ROW, THE LATERAL SHALL BE :,_EXTENDED ACROSS THE EASEMENT AND TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 7. NO SEWER LATERALS SHALL -.8E LOCATED UNDER DRIVEWAYS. B. THE SEWER CONTRACTOR SHALL CHISEL AND "X" IN THE FACE OF.THE CURB AT THE LOCATION OF THE`SEWER LATERAL. 9. 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 PREVIOUS MANHOLE, SEE -CITY OF FONTANA STANDARD DETAIL 128 FOR TERMINAL CLEANOUT. 10. ALL 4" HOUSE LATERALS SHALL BErINSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE• APPROVED BY THE CITY ENGINEER. II. ALL MANHOLES AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED -5 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE - RAISED TO GRADE BY�PAVING'CONTRACTOR UPON COMPLETION OF PAVING. 12. THE CONTRACTOR.SHALL•COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: GAS, TELEPHONE, ELECTRICAL,.LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL SYSTEMS, ETC. 13. ALL UTILITY COMPANIES SHALL BES'GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 14. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES. WHERE CONNECTIONS WILL'OCCUR, AND VERIFY THEIR ELEVATION AND LGCATION.' APPROVAL BY THE CITY OF PROPOSED CONNECTIONS TO EXISTING CITY FACILITIES DOES NOT IMPLY CORRECTNESS OF,THE-ELEVATION OR LOCATION AS SHOWN ON THE PLANS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST -CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING EXCAVATION AND'.GRADING, AND SHALL CONTINUE AFTER COMPLETION•OF EXCAVATION AND GRADING UNTIL IT IS DETERMINED THAT SPECIAL DUST PONTROL MEASURES ARE NO LONGER NECESSARY. 16. AS BUILT DRAWINGS SHALL.BE-PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,,, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 17. ANY CONFLICT FOUND BETWEEN THESE PLANS AND THE STANDARD SPECIFICATIONS, FDR PUBLIC WORKS CONSTRUCTION SHALL BE IMMEDIATELY REPORTED TO THE OWNERS.REPRESENTATIVE. 1 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET :IN'DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER ADEQUATE MEANS. TRENCES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. i• 19. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK ISI NOTE N0: 18 ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.- SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,•SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL'TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER IMMEDIATELY.' 22.` -ALL STATIONING REFERS TO THE CENTERLINE OF SEWER UNLESS OTHERWISE SPECIFIED ON THE PLANS. 23. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGR'OU`ND FACILITIES WHETHER SHOWN ON THESE PLANS OR'NOT. A 24. RIM ELEVATIONS SHOWN ON'PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE USED FOR SETTING MANHOLE RINGS. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR -NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING,CONSTRUCTION. 26. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITH OUT PRIOR NOTIFICATION OF.THE ENGINEER. REMOVAL AND REPLACEMENT OF MONUMENTS SHALL'BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND•SURVEYGR.: SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT,THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO EXISTING MONUMENTS CAN•BE ESTABLISHED FOR LATER REPLACEMENT B� A REGISTERED ENGINEER OR LICENSED LAND SURVEYOR. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO,ABSORB MINOR DEFLECTIONS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS i 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;_ 4 THE CONTRACTOR AGREES THAT'HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR -THE JOB SITEYCONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE.L-IMITED 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. as 158 I 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) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) - ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (909) 390-4777 X 3055 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON'COMPANY GENERAL TELEPHONE COMPANY ATTN: RON ANDERSON ATTN: STEVE HOCK (909) 357-6581 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA 91766 FONTANA, CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND - (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN (619) 868-6040 8440 NUEVO AVENUE FONTANA. CA 92335 (909) 822-2201 FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT (800) 422-4133 3" MAX. SIZE N*rlVE SOIL. COMPACTED 95% 6" MIN. 6" MAX. N 6" MAX. SIZE NATIVE SOIL.= COMPACTED 90% =T 1 685 a TABLE- 200-1.21A] SIEVE SIZEPERCENTAGE PASSING SIEVES 1/2 - 1" - 3/4" 100 1/2" go -I0 3/8" 20-60, NO.4 0-i N0. - ASTM C 131 . TEST GRADING( B N'3" MAX. SIZE NATIVE A SOIL. COMPACTED 95X 6" MIN. 6" MIN. 10" MAX. 10" MAX. N 6" MAX. SIZE _ _ -N TIVE NATIVE SOIL. COMPACTED 90X 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% • • z 15" VCP • W O - Q CL •• C; cu . 1/2" CRUSHED i • 15" VCP - STONE BEDDING PER STD. SPECS.• FOR PUBLIC WORKS I s ' CONSTRUCTION TABLE 200-1.21A] SHOWN ABOVE TYPICAL BEDDING FOR 15" VCP I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTE TO 90% 10'OR DEEPER TYPICAL BEDDING FOR 15" VCP NOT TO SCALE QgjFESSf�N LESS THAN 10' DEEP - �O OMAS 0 No. 6218 NOT TO SCALE TIt-j_zr_-- 0 VICINITY MAP NOT TO SCALE RECORD, -fl.. � _4MY THESE RECORD DRAWING(4 #iAJt: OtENW&Ailml I PART, ON THE BASIS OFT C j ^TI"y*A c�T. CrJti1P;L Al +"J FURNISHED BY OTH, T Fj��iltikw LE RESPONSIBFOA + k,4 pR iSSit'iN hA1ATN Iw'iCOfl" �(-1CUAn� ,, RESW A f -"ESI Lr I co cV I . 00 z *P*SEWER PLAN TITLE SHEET PA13 TO PA5 - 21[0,231]PF: 15685 801 31 -Aug -98 10:30 AM / 826-1154- --� dwcr, J6fie 4�i�98