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HomeMy WebLinkAbout3824-1GENERAL 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'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THIN 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. CONSTRICTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIM 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, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIATRENCHES 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 PRECAUT& 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 INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAI -TRANS. 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SWILL 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. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SWILL 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 ENGINEER. 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 FORM 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 SHALL 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 OF 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 C700 FOR V.C.P. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT V.C.P. 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 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 SKULL 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 I ml mES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACT^D 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 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 MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND 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 PF RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA SEWER 1-M--PROVElVIENT PLANS TRACT 1V0. 1X458 m Al 5-i JL O CK TRACT -180-52 EL rJ\JJr 1\] -TAR Y SINGLE: r Aj\_A1L Y SCHOOL � 1-1JJV1r S EXIST 8" WATERTRACT BouNDARY MILLER AVENUE EXIST. F.H. �N EXIST. 8" SEWER XIST. 48" S.D. I J J EXIST. F.H. 1 2 3 4 I EXIST. 8" WAS ` RED SOX t- 1 I CIRCLE F-HM.H. 2 _17 M.H. 1 ZSEE SHEET 2 TRACT 16216 J E3 > 9 8 7 6 SINGLE rr�J\J1JL Y Q ✓A0J\J1r 1, v O I TRACT BOLD DARY�� r 7- 14 W I = I 12p -1-1 10 0 E-3 13 r% r% J_% 1 r- /\T RAC r 16216 SJJN GLr r AJVJJL Y 1-1 JJ\J1 r s INDEX MAP SCALE: t"=100' D oQAOFIESSAo A•SC� � �i 25917 Z 12 EXPIRES = 12/31/09 /* OF 1 3 TRACT BOUNDARY TRACT 18216 I 'f SINGLE rr\J\JJJL Y r1JJ\JJr s 6 LEGEND CONSTRUCTION NOTES ,& QUANTITY ESTIMATES* ITEM DESCRIPTION QUANTITY O CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. DETAIL 112 2 EA. O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 360 L.F. 3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DETAIL 125 405 L.F. O4 SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND WITH NEW PAVEMENT PER CITY OF FONTANA STD. 131 1,170 S.F. �k QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. FOR "D" < 10' t� & 1" MAX. SIZE SELECTED ATTN: BRIAN WREN NATIVE BEDDING - COMPACTED TO 90% ©= 3" MAX. SIZE NATIVE 90-100 SOIL COMPACTED 95% QD = 6" MAX. SIZE NATIVE 0-15 SOIL COMPACTED 90% TABLE: 200-1.2 (A) SIEVE SIZE PERCENTAGE PASSING SIEVES 11/2- 1/2"1" ATTN: BRIAN WREN 10 - 3/4" 100 1/2' 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B PIPE-\ covin TYPICAL TRENCH IBEDDING DETAIL NOT TO SCALE CITY OF FONTANA, UTILITY FOR "D" > 10' Q = 1 " MAX. SIZE SELECTED ATTN: BRIAN WREN NATIVE BEDDING 8353 SIERRA AVE COMPACTED TO 907 ©= 1/2n CRUSHED STONE BEDDING (909) 350-6632 PER STD. SPECS. FOR PUBLIC SO. CALIF. GAS COMPANY WORKS CONSTRUCTION TABLE ATTN: DENNIS FREEMAN 200-1.2 (A) SHOWN HEREON. ©= 3" MAX. SIZE NATIVE REDLANDS, CA. 92374 SOIL COMPACTED 95% QD = 6" MAX. SIZE NATIVE EMERGENCIES: (800) 427-2200 SOIL COMPACTED 90% FINISH STREET SUBGRADE covin TYPICAL TRENCH IBEDDING DETAIL NOT TO SCALE CITY OF FONTANA, UTILITY NOTIFICATION UST CITY OF FONTANA PACIFIC BELL CO. ATTN: BRIAN WREN ATTN: VIRGINIA BECKER 8353 SIERRA AVE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY SERVICE ALERT ATTN: DENNIS FREEMAN YNDSGROUND (800 227-2600 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. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND ATTN: IVAN ROBIDOUX 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 909 357-6223 - DISTRIBUTION (760) 245-0846 - FONTANA WATERS COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVE. (619) 868-6040 FONTANA,91766 2CA. (909) FAX: (909) 823-5046 'tir�T'•7 .y,. COURTS x z- "RECORD DRAWING- PROPOSED FH SEWER MANHOLE OJ W J w m N EXISTING FH SEWER MAIN AND LATERALS Underground Service Alert FOOTHILL AVE • .s L� W W PROPOSED WATER TERMINUS SEWER MANHOLE I L Call: TOLL FREE 1-800 q' Z �� % - - 4IF - - - •41f - - EXISTING WATER i SEWER PLUG 227-2600 PROPOSED WATER SERVICE SEWER CLEANOUT TWO WORKM DAYS- �� You o�c EXISTING OR PROPOSED SEWER do MANHOLE -VICINITY HAP 13ASIS OF BEARINGS: N NO SCALE . , • CENTERLINE OF BEECH AVENUE AS BEING =N00.22'40"E PER TRACT 16352, M.B. 289/87-89 OWNER / DEVELOPER: BENCHMARK: SEAL -ENGINEER CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA ax 10.361 MY.- 13100 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS 0FESs�o SEWER IMPROVEMENT PLANS NEWWEST HOME NOT COM'`WNCE WITH!I TWO YEARS OF THE DATE OF Q� N SUITE E �p o A. s 9� 11651 STERLING AVENUE, APPROVAL SHOWN HEREON AND CARRIED FORTH BI A �LF ��� �% Fy RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE: NAIL IN POLE 1536697E DILIGENT MANNER, THE CITY ENMEER MAY REQUIRE sy m (951) 785-5122 * FAX (951) 785-5180 AD TRACT 16458 1"=100' 450 NEWPORT CENTER DRIVE, SUITE 480 S.W. CORNER SULTANA do BASELINE REVISIONS TO THE PLANS TO BRING THEM INTO � No. 25917 -0 DESIGNED BY: - DATE: NEWPORT BEACH, CA 92sso CONFORMANCE WITH CONDITIONS AND STANDARDS IN * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 17 SE ITL T APRIL, 2005 (949) 640-6420 • FAX: (949) 640-9310 SAS toe! �EC�G ������ •S -e EFFECT. `rgl�.NVI�Eo���P EXP. 12/31/05) MARK BY DATE REVISIONS DATE CAS DATE: �-ZZ-05 CHECKED APPROVED 7, Z DWG. N0. SHEET ENGINEER CITY RICHARD A. SCIANNI CITY ENGI ER: ICARDo SANDOVAL R.C.E. 51152 3824 1 OF 2 JN667/667SEWER 1.DWG/05-20-05/S:100 cm 0