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Home My WebLink About3383-1GENERAL 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 THAN 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 ANLL;, 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 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 0700 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 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. <. ,..l OWNER / DEVELOPER: NEW WEST 1PROPERTIES] 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 (9149)- 640.-6420 * FAX: (94-9) 640-6484 B.M. NO. 361 1365.00 MMMI• :'a 1 m CITY OF rnnic-rQiirrinni nin-rre n, niinniTiTv CCTIAAATCCJ. F ONTANA ?8 I J 16 co I w EX. F.H. !fI TRACT BOUNDARY-' i I I1-0 -18 -17'-16aJ 14 -131%' -1-1I I EXIST. 8' WATER I ILEX.F.H. ( EX. F, H. N TRACT BOUNDARY EXIST. 8" SEWER -D� --,__ V- EXISTING TRACT 10960-2I I _ _ _EXIST. 8"WATER _ I I EXIST. 8" SEWER- . 6 ml R IIN EXISTING TRACT 10907-2 2 4-5 4-1 %6 31 EX. TH. I '� I I I 28 I ITRACT BOUNDARY >J N I F- I 00 I I >% taJ I I Ii I EX. F.H. ELAINEI DRIVE I I I -1 p I I, I I %> I I I 1 I 40 I - to 3 00 N I � I -- - I W I —TRACT BOUNDARY "I RAMONA I DRIVE I I�r EX. F. H. I _ C4 00 I I _ F -R a I ITEM BASELINE AVENUE QUANTITY 2-1 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 21 EA. 02 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 4,467 L.F. Lu w Lu 04 INSTALL BACKWATER VALVE 47 EA. SQ_ COMPACTED 90% ADJUST SEWER MANHOLE TO GRADE PER CITY STD. DETAIL 109 21 EA. ( } SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND WITH NEW PAVEMENT 156 S.F. �- PER CITY STD. 131 SOIL COMPACTED 90% PACIFIC BELL CO. MILLER AVENUE 12 EA. 8353 SIERRA AVE 3939 E. CORONADO STREET CLILuw ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO, CALIF. GAS COMPANY UNDEGRQUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE RICHARD A, SCIANNI V) T, (909) 335-7547 C-> in 1205 DUPONT AVE. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 FOOTHILL BOULEVARD RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 820-5598 - UNDERGROUND ATTN: IVAN ROBIDOUX 1909 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BIND. ml R IIN EXISTING TRACT 10907-2 2 4-5 4-1 %6 31 EX. TH. I '� I I I 28 I ITRACT BOUNDARY >J N I F- I 00 I I >% taJ I I Ii I EX. F.H. ELAINEI DRIVE I I I -1 p I I, I I %> I I I 1 I 40 I - to 3 00 N I � I -- - I W I —TRACT BOUNDARY "I RAMONA I DRIVE I I�r EX. F. H. I _ C4 00 I I _ F -R a I ITEM DESCRIPTION QUANTITY 1 " MAX. SIZE SELECTED CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 21 EA. 02 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 4,467 L.F. 3 INSTALL A" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 5,001 L. F. 04 INSTALL BACKWATER VALVE 47 EA. SQ_ COMPACTED 90% ADJUST SEWER MANHOLE TO GRADE PER CITY STD. DETAIL 109 21 EA. ( } SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND WITH NEW PAVEMENT 156 S.F. �- PER CITY STD. 131 SOIL COMPACTED 90% PACIFIC BELL CO. ADJUST WATER VALVE TO GRADE PER CITY STD. DETAIL 130 12 EA. QUANTITIES SHOWN HEREON FOR PERMITO• BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BD CONTRACTOR SHALL DETERMINE OWN QUANTITIES AND BID A COMPLETE JOB. FOR "D" < 10' & Q = 1 " MAX. SIZE SELECTED - NATIVE BEDDING 100 COMPACTED TO 90% Q = 3" MAX. SIZE NATIVE 20-60 SOIL COMPACTED 95% = 6" SIZE NATIVE 0-5 SQ_ COMPACTED 90% B PIPE WHEN THE UPSTREAM SEWER SOIL COMPACTED 95% THAN THE PAD ELEVATION, 6" MAX. SIZE NATIVE TABLE: 200-1.2 (A) SIEVE SIZE PERCENTAGE PASSING SIEVES 9 " - 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 PROPOSED Rd SEWER MANHOLE 6. EXISTING FH SEWER MAIN AND LATERALS PROPOSED WATER TERMINUS SEWER MANHOLE M ry EXISTING WATER SEWER PLUG PROPOSED WATER SERVICE SEWER CLEANOUT EXISTING OR PROPOSED SEWER & MANHOLE BASIS OF BEARINGS: gW BACKWATER VALVE REQUIRED CENTERLINE OF LIME AVENUE =NOO°03'54."E PER TRACT 12981-3, M.B. 186/69-71 CSL ENGINEERING, INC. FOR "D" > 10' a = 1" MAX. SIZE SELECTED 11651 STERLING AVENUE, SUITE E NATIVE BEDDING COMPACTED TO 90% RIVERSIDE, CALIFORNIA 92503 = 1/2" CRUSHED STONE BEDDING SEWER MPROVEMENT PLANS PER STD, SPECS, FOR PUBLIC FOR THE FOLLOWING LOSS: WORKSCONSTRUCTION TABLE 35-40, 42, '`45, 57, 200-1.2 (A) SHOWN HEREON. 92, 94-96, 104-106, 121 3" MAX. SIZE NATIVE WHEN THE UPSTREAM SEWER SOIL COMPACTED 95% THAN THE PAD ELEVATION, 6" MAX. SIZE NATIVE NOTIFICATION DIST SOIL COMPACTED 90% PACIFIC BELL CO. FINISH STREET SUBGRADE PROPOSED Rd SEWER MANHOLE 6. EXISTING FH SEWER MAIN AND LATERALS PROPOSED WATER TERMINUS SEWER MANHOLE M ry EXISTING WATER SEWER PLUG PROPOSED WATER SERVICE SEWER CLEANOUT EXISTING OR PROPOSED SEWER & MANHOLE BASIS OF BEARINGS: gW BACKWATER VALVE REQUIRED CENTERLINE OF LIME AVENUE =NOO°03'54."E PER TRACT 12981-3, M.B. 186/69-71 CSL ENGINEERING, INC. a WIDTH 11651 STERLING AVENUE, SUITE E TYPICALTRENCHZBEDDING DETAIL RIVERSIDE, CALIFORNIA 92503 NOT TO SCALE SEWER MPROVEMENT PLANS BACKWATER VALVES ARE REQUIRED FOR THE FOLLOWING LOSS: LOTS: 1-3, 5-7, 11-16, 18-21, 31-33, 35-40, 42, '`45, 57, 59-63, 66, 69, 83, 88, 91, 92, 94-96, 104-106, 121 "BACKWATER VALVES ARE REQUIRED WHEN THE UPSTREAM SEWER MANHOLE RIM ELEVATION IS HIGHER THAN THE PAD ELEVATION, CITY OF FONTANA, UTILITY NOTIFICATION DIST 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 UNDEGRQUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE RICHARD A, SCIANNI 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 820-5598 - UNDERGROUND ATTN: IVAN ROBIDOUX 1909 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BIND. 213 637-1233 - PIPELINES ONTARIO, CA, 91766 9091 357-6223 - DISTRIBUTION (760) 245-0846 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVE. (619) 868-6040 FONTANA, CA, 91766 F0 AX: (909 ) 823-5046 PROPOSED Rd SEWER MANHOLE 6. EXISTING FH SEWER MAIN AND LATERALS PROPOSED WATER TERMINUS SEWER MANHOLE M ry EXISTING WATER SEWER PLUG PROPOSED WATER SERVICE SEWER CLEANOUT EXISTING OR PROPOSED SEWER & MANHOLE BASIS OF BEARINGS: gW BACKWATER VALVE REQUIRED CENTERLINE OF LIME AVENUE =NOO°03'54."E PER TRACT 12981-3, M.B. 186/69-71 CSL ENGINEERING, INC. a 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DRAWN BY:' SEWER MPROVEMENT PLANS SCALE: (909) 785-5122 FAX (909) 785-5180 JV - 1"-100' TRACT 16379 DESIGNED Y DATE: PREPARED BY: R.O.E. N0. 25917 RAS _-....-_ TITLE +E r� FEBRUARY, 2003 EXP. 12/31/05)�° . � DATE: /�%Q� CHECKED B APPROVED BY: --..,- - . '` DWG. NO. SHEET RICHARD A, SCIANNI JJL � � C ENGINEER: RICARDO SANDOVAL, R.C.E. 511 a2 JN597/10-22-03/597SEWER1,DWG/S:100