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Home My WebLink About2659-1GENERAL NOTES FOR SEWER SYSTEM 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 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 RESTRICTIVE PROVISION SHALL APPLY. 4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 5. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE"' ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 7. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 9. 4' V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT - PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG, PER STANDARD. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE " RECORD DRAWINGS " TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. 14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 4' HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 18. City of Fontana, utility notification list City of Fontana Pacific Bell Co. Attn.: Carlos Navarro Attn.: Joel Dinnauer, Jr. 8353 Sierra Avenue 3939 E. Coronado Street Fontana, CA. 92335 Anaheim, CA. 92807 (909) 350-6632 (714) 666-5534 So. Calif. Gas Company Comcast ( Cable TV ) Attn.: Alan Keseloff Attn.: Jack Hayes P.O. Box 3003 1205 Dupont Ave. Redlands, CA. 92373 Ontario, CA. 91761 (909) 335-7781 (909) 390-4738 Emergencies: (800) 427-2200 General Telephone Company So. Calif. Edison Company Attn.: Steve Hock 300 N. Pepper Avenue 1400 E. Phillips Blvd. Rialto, CA. 92376 Ontario, CA. 91766 909 820-5598 - Underground (800) 422-4133 909 875-5100 - Transmission 213 637-1233 - Pipelines Inland Empire Utilities Agency 909 357-6223 - Distribution 9400 Cherry Avenue, BLDG. A. 800 422-4133 Fontana, CA. 92335 P.O. Box 697 San Bernardino County Rancho Cucamonga, CA. 91729 Transportation/ Flood Control Dept. (909) 357-0241 825 East Third Street San Bernadino, CA. 92415-0835 Fontana Water Company (909) 387-2800 Attn.: Al Krohn Underground Service Alert 16803 Spring Street Fontana CA. 92235 (800} 42�-4133 (909) 822-2201 Undergrowd Service Alert Cali TOLL FREE 1� 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PJWI'�AS PREPARED FOR W, TOTAL WAREHOUSING Attn.: Bob Tatum 5601 West Buckeye Road Phoenix Az. 85043 (602) 269-3459 SEWER IMPROVEMENT PLANS FOR JURUPA t WWII wo AMAMI AVENUE CONSTRUCTION NOTES 1�CONSTRUCT S'' VCP SEWER (D --CONSTRUCT PRECAST. CONCRETE MANHOLE PER CIN STD. DWG. N0. 112 - 3�INSTALL 8" VCP STOPPER 4a -REMOVE CLEAN-OUT AND JOIN EXISTING 8" VCP SEWER S�-- SAW CUT AND REMOVE AC PAVEMENT 6� REPLACE PAVEMENT OVER TRENCH 7� INSTALL LATERAL CLEAN OUT PER STD. 125 /MODIFIED PER 1 DIRT ROADWAY PAVED ROADWAY NATIVE SOIL, COMPACTED 95% OR 7a_0/Z" (3" MAX COBBLE) O �118��2/_IDE 6" MIN. 6" MIN. 10" MAX. 10" MAX. NATIVE SOIL, COMPACTED 90% T- (6" MAX COBBLE) - - 12" 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED 8" VC P TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP PR❑VIDE WATER TIGHT M11 A C�-rT(- `'LUG W/ IG BANDS 19. 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 EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/OHSA. PRIVATE ENGINEER'S NOTICE, TO CONTRACTOR The existence and location of any underground utility pipes or structures shown on these plans were obtained by search of the available records. These locations are approximate and shall be confirmed by the contractor, so that any necessary adjustment can be made in alignment and/or grade of the proposed improvement. the contractor is required to take due precautionary measures to protect any utility lines shown and any other lines shown and any other lines not on record or not shown on these plans. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously 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 on this project, excepting liability arising from the sole negligence of design professional. UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. REVISIONS Engineer City BENCHMARK Approval Date: Approval Date: BENCHMARK NO. 581 CITY OF FONTANA B.M. RAILROAD SPIKE IN EASTERLY FACE OF POWER POLE NO. 674320 E AT THE NORTHWEST CORNER OF JURUPA AVENUE AND MULBERRY AVENUE ELEVATION: 918.40 TEMP. CONST. BENCH MARK SOUTH EAST CORNER JURUPA AVE. & MULBERRY AVE.; SET CHIS. @ BCR; 64.0' S/0 JURUPA AVE. & 36.2' E/0 MULBERRY AVE. ELEVATION: 915.775 TEMP. CONST. BENCH MARK SOUTH EAST CORNER MARLAY AVE. & CHARDONNAY AVE.; SET CHIS. it It ECR; 36.2' S/0 MARLAY AVE. & 61.5 E/0 CHARDONNAY AVE. ELEVATION: 8 8 5.7 0 f JL W I- IN I'I1`111V MODIFIED STD. 128 NOT TO SCALE 7 SEWER CLEANOUT BOX STD, DETAIL 125A '�--8" STOPPER SCALE: 1" = 2' 397 L.F. 2 EA. 1 EA. 1 EA. 4200 S.F. 4200 S.F. 1 EA. EXIST. AC. PVMT. 6.5" AC. PATCH VICINITY MAP Prepared By: - lz)i SS J,0 CITY OF FONTANA, CALIFORNIA' ALLARD ENGINEERING q �V� Civil Engineering - Land Planning ,�� < 6101 Cherry Avenue �� a Drawn By: SEWER IMPROVEMENT PLANS Scale'. Fontana, California 92336 w No. 36052 DA JURUPA AVENUE 1'' = 40' (909) 899-5011 Fax (909) 899-5014 s�_Exp. 6/30/2000 7 rr7 Designed By: Date: s�C 1V 1 � �P DA Sta.1+0000 to Sta. 4+50.00 JUNE 1998 � Raymond J. Allard, R.C.E. 36052 DateATF pF CAL�FChecked By: A roved: GC/� q -y- 98 Dwg. No. 1 (expires 6/30/2000) RJA ppm CITY ENGINEER R.C.E. X5126 Fj 2 Filename: M:\DWG\13901\13901s1.DWG Date: August 25, 1998