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HomeMy WebLinkAbout3371-1GENERAL 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 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. CONSTRICTION 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, SLOPING 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 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 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 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. 17. 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 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 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. 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 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 MANHOLES, CLEANOUT 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. Underground Service Alert BEFORE YO 4Py o °ec Call: TOLL FREE 1-800 = 227-2600 TWO WORKING DAYS BEFORE YOU DIG m";�7 11-A CONSTRUCTION NOTES & QUANTITY ESTIMATES* U1 JL JL OF f"r� 0 N rin ANA ITEM DESCRIPTION QUANTITY 1O CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 3 EA. O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 662 L.F. O3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 678 L.F. 17e 1J TRACT BOUNDARY I W � � I W VACANT a Ch Z a J � I N I EXISTING 8" V.C.P. SEWER PER DWG. NO. 3018 BASIS OF BEARINGS: CENTERLINE OF LIME AVENUE =NOO'03'54"E PER TRACT 12981-3, M.B. 186/69-71 rR,I\ rT -1608E 11 � Z 1J BASELINE AVENUE 23E '� j 24 J/ J�J 294 J 44-47' J /J J/JJ INDEX MAP - SCALE: 1 "=100' D _> VA ,/\]\1r ,,---TRACT BOUNDARY z L 0-f J J.r r r1 WAINDA Nk -11J atO � JJ T fr-�r\ rT -1-6-9,64-1 2 1 %l% �3- 1 "RECORD DRAWING" S . SIGNATURE 7- 24-D8 DATE �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. TABLE: 200-1.2 (A) SIEVE SIZE PERCENTAGE BASELINE PASSING SIEVES 1 1/2" - 1" 3/4° - 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 B TEST GRADING 200-1.2 (A) SHOWN HEREON. FOR "D" < 10' REQUIRED WHEN THE UPSTREAM SEWER FOR "D" > 10' BASELINE AVENUE = 1" MAX. SIZE SELECTED NATAVE BEDDING, PACIFIC BELL CO. PROJECT COMPACTED TO 90% ©= 1/2" CRUSHED STONE BEDDING © = 3" MAX. SIZE NATIVE SITE PER STD. SPECS. FOR PUBLIC SOIL COMPACTED 95% SO. CALIF. GAS COMPANY WORKS,CONSTRUCTION TABLE @D = 6" MAX. SIZE NATIVE (800) 227-2600 200-1.2 (A) SHOWN HEREON. W W W Z Z A W PAGE 574, ,Z Z Q w ¢ W PIPE SOIL COMPACTED 90% MILLER AVENUE W J FINISH STREET SUBGRADE 1909 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD. W 213 637-1233 - PIPELINES FOOTHILL BOULEVARD 909 357-6223 - DISTRIBUTION F76TOT245-0846 FOR "D" < 10' REQUIRED WHEN THE UPSTREAM SEWER FOR "D" > 10' DA & @ = 1" MAX. SIZE SELECTED CITY OF FONTANA, = 1" MAX. SIZE SELECTED NATAVE BEDDING, PACIFIC BELL CO. NATAVE BEDDING COMPACTED TO 90% COMPACTED TO 90% ©= 1/2" CRUSHED STONE BEDDING © = 3" MAX. SIZE NATIVE ANAHEIM, CA. 92807 PER STD. SPECS. FOR PUBLIC SOIL COMPACTED 95% SO. CALIF. GAS COMPANY WORKS,CONSTRUCTION TABLE @D = 6" MAX. SIZE NATIVE (800) 227-2600 200-1.2 (A) SHOWN HEREON. SOIL COMPACTED 90% © = 3" MAX. SIZE NATIVE MARK BY DATE APPR. DATE REVISIONS ENGINEER CITY PAGE 574, SOIL COMPACTED 95% 300 N. PEPPER AVENUE @D = 6" MAX. SIZE NATIVE PIPE SOIL COMPACTED 90% GENERAL TELEPHONE COMPANY 820-5598 - UNDERGROUND FINISH STREET SUBGRADE 1=1 12" C 1 I 1=1 1= - - - _ SLOPE PER IIII I IIIA SOILS ENGINEER'S RECOMMENDATION I D II�III 0 INEMIN 12" MIN. PIPE O.D. 6" MIN. I_ I I MIN. 10" MAX1. f 1 10" MAX. TRENCH WIDTH TYPICAL TRENCHZBEDDING DETAIL NOT TO SCALE **BACKWATER VALVES ARE NOT REQUIRED FOR THIS PROJECT. ** BACKWATER VALVES ARE REQUIRED WHEN THE UPSTREAM SEWER MANHOLE RIM ELEVATION IS HIGHER THAN THE PAD ELEVATION. CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO 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 UNDEGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 OWNER /DEVELOPER: NEWWEST 1PROPERTEum,S 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 949 640-6420 * FAX: 949 640-6484 ( ) ( ) MAP 1981 W. LUGONIA AVENUE REDLANDSVICINITY ) SEAL -ENGINEER QROFEssioN <<O o A. s q� P``` �i F �� � q � W ti� m u. No. 25917 �, y� Exp. 12/31 /05 s * q�F �� IVA`\�p���P C CSL ENGINEERING, INS. CITY OF FONTANA, CALIFORNIA. (9 9) 335,-7547CA.92374 ATTN: JACKCABLE , r; NOT TO SCALE EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. SEWER IMPROVEMENT PLANS - 0 TRACT 17�E, TITLE S. SCALE: 1"=100' ONTARIO, CA. 91761 DESIGNED BY: SENOVENBER THOMAS BROS. 2001 EDITION SO. CALIF. EDISON COMPANY (909) 390-4738 MARK BY DATE APPR. DATE REVISIONS ENGINEER CITY PAGE 574, GRID E-7 300 N. PEPPER AVENUE SHEET 1 OF 2 RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 820-5598 - UNDERGROUND ATTN: STEVE HOCK 1909 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD. 213 637-1233 - PIPELINES N10, CA. 91766 909 357-6223 - DISTRIBUTION F76TOT245-0846 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVE. (619) 868-6040 FONTANA, C . 91766 (909) FAX: (909) 823-5046 LEGEND PROPOSED FH SEWER MANHOLE rd EXISTING FH SEWER MAIN AND LATERALS ----W PROPOSED WATER 0 TERMINUS SEWER MANHOLE �oQv0FESS16 A. EXISTING WATER I SEWER PLUG tiQ'rP�® Cr 25917 Z rn PROPOSED WATER SERVICE SEWER CLEANOUT EXPIRES `12/3 - EXISTING OR PROPOSED SEWER & MANHOLE OtVi`�p��P CA BW BACKWATER VALVE REQUIRED OWNER /DEVELOPER: NEWWEST 1PROPERTEum,S 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 949 640-6420 * FAX: 949 640-6484 ( ) ( ) BENCHMARK: CffY B.M. NO. 361 DD. 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEIN INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER QROFEssioN <<O o A. s q� P``` �i F �� � q � W ti� m u. No. 25917 �, y� Exp. 12/31 /05 s * q�F �� IVA`\�p���P C CSL ENGINEERING, INS. CITY OF FONTANA, CALIFORNIA. , r; 11651 STERLING AVENUE, SUITE E RIVERSIDE CALIFORNIA 92503 ' (90.9) 785-5122 * FAX (909) 785-5180 DRAWN BY: SE SEWER IMPROVEMENT PLANS - 0 TRACT 17�E, TITLE S. SCALE: 1"=100' DESIGNED BY: SENOVENBER DATE: 2002 TZA5 06-30-0-1 REC b DR-AW/N6 WITH -rHE EXCEP-MAI of I 13Y 67.14MS, c4 PREPARED BY: R.C.E. NO. 25917 _ EXP. 12 31 OS ,fes. Q -`Z�-�'�'`' a s' DATE: 6_¢_O3 RICHARD A. SCIANNI WHICH WDUGA FSE CONST2 JCYE4 AND AS- �V �L T MARK BY DATE APPR. DATE REVISIONS ENGINEER CITY CHECKED JJL APPROVED BY D 6 ` � CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 DWG. N0. 3371 SHEET 1 OF 2 JN596/04-07-03/596SEWER1.DWG/S:10(