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Home My WebLink About4175-1SEWER GENERAL 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. CONSTRUCTION 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 WORKAROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT THE APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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 ASA 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES ATALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFYALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS, 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. 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 FOR TERMINAL CLEANOUT. 26. 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. 27. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 28. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTION IN ALIGNMENT. 29. 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. 30. ALL 4" HOUSE LATERALS SHALL BE INSTALLED ATA 2 % MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 31. TERMINATE ALL 4" HOUSE SEWER 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. 32. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 33. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 34. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 35. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 36. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 37. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 38. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 39. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWING TO THE CITY ENGINEER. SANITARY SEWER IMPROVEMENT PLANS FOR TRACT NO. 16494 IN THE CITY OF FONTANA T I I II VICINITY MAP _ TRAC NO, 1264 N.T.S. I I I MB I I I TRACT BOUNDA I-- _ _ -- 1 Ji I III I I J 4 s e� �1 7 I MONT MERY COURT 5� �• n 10 I a C3 Q CONSTRUCTION NOTES ESTIMATED QUANTITIES fi /0y QUANTITY UNIT I1a 1a 17 1s 13 14CONSTRUCT 8"VCP EXTRA STRENGTH SEWER 519 LF CONSTRUCT 48" ! II I ( TRACT B NDARY SEWER MANHOLE PER CITY STD DETAIL 112 2 EA 7 TO 12 W/ FRAME & COVER PER CITY STD DETAIL 109 I _ _I L L _ _ _ _ O3 -- CONSTRUCT 4" SEWER LATERAL PER CITY STD DETAIL 125 (20 EA) 704 LF II III 4a-- TRENCH REPAIR PER CITY STD DETAIL 1031 375 SF TRACT N11924 7a-- BREAK INTO EXISTING SMH AND RE -CHANNEL FLOOR PER 1 EA M B. lea r73-74 1 DETAIL "A" SHEET 2 AND CITY STD DETAIL 114, CASE II 3" MAX SIZE NATIVE SOIL, COMPACTED TO 959 6" MAX SIZE NATIVE SOIL, COMPACTED TO 909 1 " MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 909 8" VCP INDEX MAP SCALE: 1"= 100' TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP NTS TABLE. 200-1.2 A j BASELINE AVE. IL L - 1 i 2" - 1" - 3/4" 100 1/2" 90-100 3/8" SITE ETJE NO. 4 0-15 U) 0-5 ASTM C 131 TEST GRADING B Q MILLER VE. x W U (n a z o FOOTHILL BLVD. T I I II VICINITY MAP _ TRAC NO, 1264 N.T.S. I I I MB I I I TRACT BOUNDA I-- _ _ -- 1 Ji I III I I J 4 s e� �1 7 I MONT MERY COURT 5� �• n 10 I a C3 Q CONSTRUCTION NOTES ESTIMATED QUANTITIES fi /0y QUANTITY UNIT I1a 1a 17 1s 13 14CONSTRUCT 8"VCP EXTRA STRENGTH SEWER 519 LF CONSTRUCT 48" ! II I ( TRACT B NDARY SEWER MANHOLE PER CITY STD DETAIL 112 2 EA 7 TO 12 W/ FRAME & COVER PER CITY STD DETAIL 109 I _ _I L L _ _ _ _ O3 -- CONSTRUCT 4" SEWER LATERAL PER CITY STD DETAIL 125 (20 EA) 704 LF II III 4a-- TRENCH REPAIR PER CITY STD DETAIL 1031 375 SF TRACT N11924 7a-- BREAK INTO EXISTING SMH AND RE -CHANNEL FLOOR PER 1 EA M B. lea r73-74 1 DETAIL "A" SHEET 2 AND CITY STD DETAIL 114, CASE II 3" MAX SIZE NATIVE SOIL, COMPACTED TO 959 6" MAX SIZE NATIVE SOIL, COMPACTED TO 909 1 " MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 909 8" VCP INDEX MAP SCALE: 1"= 100' TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP NTS TABLE. 200-1.2 A SIEVE SIZE PERCENTAGE PASSING SIEVES 1 i 2" - 1" - 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 CONTRACTOR'S RESPONSIBILITY FOR SAFETY' IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA 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, THE ENGINEER, OR THE CITY OF FONTANA, PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-8004224133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. OWNER / DEVELOPER: OASIS HOMES, INC 10803 FOOTHILL BLVD., SUITE 212 RANCHO CUCAMONGA, CA. 91730 OFFICE 909-481-9400 FAX 909-481-9450 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF CYPRESS AVENUE HAVE A BEARING OF N00°16'45"W. SHEETINDEX 1 TITLE SHEET 2 SEWER PLAN -MONTGOMERY COURT NOTE. QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE PIPELINE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. ABBREVIATIONS VCP EXTRA -STRENGTH VITRIFIED CLAY PIPE SMH SEWER MAN HOLE INV INVERT EX EXISTING UTILITY PURVEYORS: SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 909-350-6632 ATTN: BRAIN WREN WATER: FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 909-822-2201 sp NEW MAN HOLE POWER: O EXISTING MANHOLE SOUTHERN CALIFORNIA EDISON COMPANY - w- WATER LINE 7951 REDWOOD AVENUE FONTANA, CA 92336 800-655-4555 - S - SANITARY SEWER GAS: - - CENTERLINE THE GAS COMPANY 16231 VALLEY BLVD. o WATER SERVICE FONTANA, CA 92335 909-428-8411 C -C CENTER TO CENTER - - TELEPHONE: RIGHT OF WAY VERIZON CALIFORNIA, INC. - - EXISTING RIGHT OF WAY K. 13911 PARKAVENUE . VICTORVILLE, CA 92392-2407 760-245-0846 C3686 R 9VT SIDN 1 'PR Pa A E D* EXP .t Q.�C CABLE: 9Y SITETECN: TAIc_,. _ '+ TIME WARNER �l CN11.�P 9820 SIERRA AVE, #G 09 OFC AUF��► FONTANA, CA 92335 B E N HA R D K M A YE R DATE 888-892-2253 R.C.E. 3 6 266 EYY. 6-.}0-►� C