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HomeMy WebLinkAbout3284-1SEWER IMPROVEMENTS 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 BYI 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 B EN 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 T0, 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 CONSTRUCTTHE 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TEES AND BENCH MARKS, 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. 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 FOR 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 VCP 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 27. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER 30. 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. 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 COMSTRUCTION DRAWIRGS FOR THE C07Y OF FOwWAMA I T L ONAMMI RUMCM1 O 1 1• LOT "B' TRACTBOUNDARY 1 SHT 6 1 1 LO "F" 1 LOT "D" MH, 1 GT "F" ' r MH MH#12 0s 45e LOT "C" 1 i MH 0 1 1 ' T H R , 1 SHT 5 1 MH 1 e 1 4 1 ao � 4 ✓'t MH _0 .Z0M m - m MH 1 LOT "F" '-fib t �� SHT 4 1 3 SHT 3 ; 9 ! MH 1 PROPOSED 1 1 SEWER MAI 1 1 1 1 N I INDEX MAP SCALEi 1'=300' 1 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR ACT BOUNDARY DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO UTILITY PURVEYORS: THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WI OUT PRIOR APPROVAL OF THE ELECTRICITY SEWER MARKS CABLEVISIOIN CITY INSPECTOR. NO. 4 SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT - ETCO COMMUNITIES DISTRIBUTION PLANNING 8353 SIERRA AVENUE 4240 HALLMARK PARKWAY 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. 7951 REDWOOD AVENUE P.O. BOX 518 SAN BERNARDINO, CA 92407 FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF FONTANA, CA 92335 FONTANA, CA 92335 (909) 880-0220 THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. (909) 357-6221 (909) 350-7610 CONTACT: JOE DEARMAN FOXBOROUGH DRIVE STA CONTACT: JOHN RUSSELL - STA 51+00 5' FOXBOROUGH DRIVE STA 51+00 - OWNER /DEVELOPER VERIZON CALIFORNIA. INC. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM GAS 59+52.11 - STA 66+64.1: UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE SOUTHERN CALIFORNIA GAS CO. ETCO COMMUNITIES 13911 PARK AVENUE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING DISTRIBUTION PLANNING 540 WESTMINSTER MALL SUITE 200 1 EA WESTMINSTER CA 92683 VI(%TORVILLE CA 92392-2407 OR LEAVING IMPROVEMENTS. I Ird 16231 VALLEY BOULEVARD ' FONTANA. CA 92335 (714) 379-3279 (760) 245-0846 (909) 428-8411 CONTACT: IVAN ROBIDOUX CONTACT. GREG GASPER ADELPHIA COMMUNICATIONS WILTEL, INC. WATER 1260 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS FONTANA WATER COMPANY ONTARIO, CA 91761 LAS VEGAS, NEVADA TO LOS ANGELES, CA NUEVO AVENUE (909) 390-4738 8440 UPLAND, CA 91786 8440 N A CA, 92334 CONTACT: LEWIS ` MCDONALD ' P.O. BOX 21348, MD 26-3 FONT(909) 822-2201 TULSA, OK 74121 Mg) 8 588-3397 947-9441 (LOCAL CONTACT) LOCAL CONTACT. JERRY KENNEDY 0 DRAWINGS OWNi ER N 1/2" 3/8" NO. 4 814 .CMDEN T O. C TI 3/4" TO NO. 8 - ETCO COMMUNITIES 0 TITLE SHEET 20 TO 60 0 TO 15 0 TO 5 540 WESTMINSTER MALL FOXBOROUGH DRIVE STA WESTMINSTER, CA 92683 STA 34+00 3 TEL: (714)379-3279 STA 34+00 - STA 42+97.94 f, �e-sus TRACT BOUNDARY 0 - CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N. E. CABRIDLEPATH DR. 36 FT. N. W. CACHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. OF DRAWINGS 1" 3/4" 1/2" 3/8" NO. 4 814 .CMDEN T O. C TI 3/4" TO NO. 8 - - 1 TITLE SHEET 20 TO 60 0 TO 15 0 TO 5 2 FOXBOROUGH DRIVE STA 28+00 - STA 34+00 3 FOXBOROUGH DRIVE STA 34+00 - STA 42+97.94 4 FOXBOROUGH DRIVE STA 42+97.94 - STA 51+00 5' FOXBOROUGH DRIVE STA 51+00 - STA 59+52.11 6 FOXBOROUGH DRIVE STA 59+52.11 - STA 66+64.1: 7 STAGELINE LANE STA ' 10+00 - STA 15+73.56 8 CREEKSIDE LANE STA 15+73.56 - STA 19+50.00 UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 'FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 CONTINUOUSLY AND NOT BE 'LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR' SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EX. GROUND OR PROP. SUBGRAD E 3" MAX. SIZE NATIVE- SOIL, ATIVE-SOIL, COMPACTED 95% 6" MAX. SIZE NATIVE ---- SOIL, COMPACTED 90% 6" MIN. 11 M CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN BELOW 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED N TO 90% 8" V.C.P. SEWER LEGEND OF SYMBOLS: ® - ® TRACT BOUNDARY - - LOT LINE/ RIGHT OF WAY CENTERLINE OLOT NUMBER 0 SEWER MANHOLE PROPOSED SEWER MAIN PROPOSED STORM DRAIN PROPOSED WATER MAIN NOMINAL SIZE 1-1/2" 1" 3/4" 1/2" 3/8" NO. 4 NO. 8 ASTM C 131 TEST GRADING. 3/4" TO NO. 8 - - 100 90 TO 100 20 TO 60 0 TO 15 0 TO 5 B BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE WESTERLY UNE OF THE NORTHWEST QUARTER OF SECTION 14, TAN. R.6W. S.B.M. BEING NORTH 00'16'21" WEST AS SHOWN ON AMENDED TRACT MAP No. 13750 RECORDED IN BOOK 250 PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. LEGAL DESCRIPTION: LOTS 15-63 OF TRACT NO. 13750, IN THE CITY OF FONTANA, COUNTY OF SAN BERNADINO, CALIFORNIA, PER AMENDED MAP RECORDED IN BOOK 250, PAGES 48-66 OF MAPS, RECORDS OF SAN BERNADINO COUNTY. Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of EAel: � t� C D 'k7, 11,COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALtA � TYPICAL BEDDING FOR SEWER V.C.P. CONSTRUCTION NOTES & QUANTITIES: CITY OF FONTANA, CALIFORNIA SEWERM"Ii aMNT PLANS a Ui � � DRAWN BY U �@i"�'� �Ilt � V�! �. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� �s ;� '� �A� `' `� `� i;y 3 R.C.E. 43179 EXP 3-31-04 TMC AS SHOWN Civil Engineering Land Surveying Land Planning DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Ex 003331904 * DESIGNED BY: DATE �� 8175 EAST KAISER BOULEVARD BEFORE •u• DAYS BEFORE s� P �Q SS TRACT �' 09-14-01 ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG q CIV1� �� '� !� t BRING THEM INTO CONFORMANCE WITH CONDITIONS AND of aA`�Fo Date :31rS`®� CHECKED B f+, % DRAWING NO.: TOLL FREE 1-800-227-2600 _712-M479 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. gon WWW DATE 3284 8 CITY ENGINEER RCE 51152 QUANTITY ITEM DESCRIPTION UNIT TRACT NO. 16184 OCONSTRUCT 1 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER 4655 LF DETAIL ON SHEET 1. OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA 18 EA STD. NO. 112. CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY 3 OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER 1737 LF CITY OF FONTANA STD. NO. 125A (IN CONCRETE AREAS) OR 125B (IN LANDSCAPE AREAS) O4 REMOVE PLUG AND JOIN EXISTING SEWER MAIN 1 EA OJOIN EXIST SEWER MAIN, CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER 1 EA CITY OF FONTANA STD. NO. 112. ©PLUMBING CONTRACTOR TO INSTALL DUAL WASTE SEWER BACKFLOW DEVICES PER 42 EA U.P.C. CITY OF FONTANA, CALIFORNIA SEWERM"Ii aMNT PLANS a Ui � � DRAWN BY U �@i"�'� �Ilt � V�! �. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� �s ;� '� �A� `' `� `� i;y 3 R.C.E. 43179 EXP 3-31-04 TMC AS SHOWN Civil Engineering Land Surveying Land Planning DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Ex 003331904 * DESIGNED BY: DATE �� 8175 EAST KAISER BOULEVARD BEFORE •u• DAYS BEFORE s� P �Q SS TRACT �' 09-14-01 ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG q CIV1� �� '� !� t BRING THEM INTO CONFORMANCE WITH CONDITIONS AND of aA`�Fo Date :31rS`®� CHECKED B f+, % DRAWING NO.: TOLL FREE 1-800-227-2600 _712-M479 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. gon WWW DATE 3284 8 CITY ENGINEER RCE 51152