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HomeMy WebLinkAbout3739-1to 0 N N rri O (moi F 0- w 01 N 0 1 N N i Q J CL N O 1 N U9 161 CITY OF FONTANA GENERAL NOTES FOR SEWER IMPROVEMENT PLANS 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 MORED. 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 SMALL 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) 330-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN 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 (S) 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 CAUFORNIA. TRENCHES LESS THAN FIVE (3) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR (MOUND 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 DAMAGZ 1FIERETO. THE CONTRACTOR SHALL CONTRACT 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 CAL7RANS, 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 OPERA71ON 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 BENCH MARKS WITHOUT PRIOR NOTIFCATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL. ENGINEER OR LKEINSED 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 71ES 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 MIMMUM 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, INCLUDINC 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 COMPACTON. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINSO. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES, AND SWALES FROM UN DERMINNG STREET IMPROVEMENTS. UPON INPECTION OF THE SITE, THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENT'S. 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 130 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 2X 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. WEN 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" M 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 PL AGEMENT.. 36 ALL MANHOLES CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED SEWER IMPROVEMENT PLANS TITLE SHEET TRACT NO.- 15263 CITY OF FONTANA, CALIFORNIA �12 PUCE i' ,AN T SEE MH i ' I 15 2 1 -----------)i------------- GRADE BY THE, PAVING CONTRACTOR UPON COMPLETION OF PAVING. MY MAP 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING. STRIPING. S &E: 1 • : IW BARRICADES, AND OTHER TRAFFIC CONTROL DEVIC:S TO THE SATISFACTION OF THE CITY TRAFFIC Q - ENGINEER. - 3" MAX. SIZE — �.i)R�IM1�16110�[�: NATIVE SOI L PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO COMPACTED 95% 36 AS -BUILT DRAWINGS SHALL BE ,tr LA- Ur -11"= 19i oWa "t t:C J N AS BE=r4 SHALL PROVIDE RECORD DRAWINGS TO THE CI n ENGINEER. C+04PLE-" La6111BISTAIATIAL C.O4FOft1+AAW Z WITH T4656 pLA#45 PRIVATE -toaw ralLufti km=ST65 WORIM PUSILIC "�,��►R�' BLANKET PROTECTION FOR PIPES 2021 E. 6 _=R+6+ (low "d' OREENBOOK COMMITTEE THE EXISTENCE AND LOCA;:ON OF ANY UNDERGROUND UTILITIES CQ STRUCTURES tfNIJOC>1zA, CNA. 9174 11164 R s" SHOIMN ON THESE PLANS ARE OBTANED BY A SEARCH OF AVAILABIE RECORDS:CII (�� Wim., r�,}� USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TO THE BEST OF OUT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT E $ Ln ' Qtt(3 THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE 5. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 4 �' G}(� �<t^ p DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPOND ECK6RtT RAE IJo. 'S') 6�. cog -ab -ll SUITABILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR N � _ N W7 SHOWN ON THESE DRAWINGS. CG THE CONTRACTOR AGREES THAT HE SHALL ASSUME Sf.".E AND COMPLETE RE ABILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION L OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS SHALL APPLY COTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER CyF N7 M U7WW NOTIFICATION UW AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING ' FOR LIABILTY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE SO.CALIFORrIA GAS COMPANY PACIFIC BELL CO. ENGINEER. ATTN: GREG GASPAR ATTN: VIRGINIA BECKER CONTRACTOR SHOULD VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 16231 VALLEY BLVD. 3939 E.CORONADO STREET 92807 M666 -5467 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. EME ��S42"411 (714)ANAH So. CALIFORNIA A ERIZON COM I RUCTM AWW: AVE.COMPANY 7951 REDWOOD VE. ATTN: NANCY NAGE( (909) 820- 5598 -UNDERGROUND 1980 ORANGE TREE LANE (909) 873- 3100 -TRANSMISSIONS REDL.ANDS. CA, 92374-2803 637— 1233— (909) 748-648 01 CONSTRUCT 4" V.C.P. SEWER LATERAL PER 808 L.F. DISTRI J 909) 337— 6233—DISTRIBUTION (909) CITY OF FONTANA STD.#125 (800) 422— 4113 GENERAL TELEPHONE COMPANY -TTN: STEVE HOCK 1400 E. PHILLIPS BLVD. Q CONSTRUCT 8" DUCTILE IRON PIPE ONTARIO, CA. 91786 (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. AM: BILL VANDERKEIFT, JR. FONTANA WATER COMPANY 03 CONSTRUCT MANHOLE PER CITY 3 EACH (519) 868-6040 ATTN: MICHAEL J. McDRAW UE TD35 OF FONTANA S. 1112 FONTANA, CA. 23 Q4 CONSTRUCT SEWER CLEAN OUT PER 1 EACH UNDERGROUND SERVICE ALERT (800)227-2600 FAX: 09)822-22013- FAX: (909) 823-5046 CITY OF FONTANA STANDARD #128 Q CONSTRUCT SEWER LATERAL ViTH FLAT WYES 6 EACH CITY OF FONTANA ATTN: BRIAN WREN © CONSTRUCT CONCRETE ENCASEMENT 340 LF 8333 SIERRA PER APWA STD #225-1 FONTANA, CA. 92335 (909) 350-6632 07 INSTALL BACK FLOW PREVENTOR DEVICE 5 EACH ] . 1 ] , ] . ] 6" MIN 10" MAX 6" MAX. SIZE — NATIVE SOIL COMPACTED 90% 8" VCP/DIP 12" 6MIN 10" MAX 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 Z N 1-42 TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10' DEEP N.T.S. BENCH_MAW NO. If" OPTIONAL SIDE OF -'•A BLANKET (TYP.► '� •'• :o. CONCRETE BLANKET (CLASS 265C14 (430-C-2000) CONCRETE)- - (SEE NOTE 3) a I A2 I (TYP.) -Z • Do/2 FOR D ) 375 mm (151) UNDISTURBED EARTH (TYP.)-v ) 1150 mm • 3Da/4 FOR D s 375 mm (15•) EXISTING PIPE) V) MIN. OUTSIDE OF PIPE BELL:�/ (TYP.) CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKEI IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.). 2. Y = D/6 (ISO mm IF IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF ThE CROSSING PIPE IS LESS THAN Y. THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST- ING PIPE. OR AS R:)UIRED BY NOTE 3 BELOW. WHICHEVEi. IS HIGHER. 3. X . D/12, MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE C.IOSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMU4. THE ENTIRE TOP" SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER F')° OF THE. CROSSING PIPE. .4. THE SL"ANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND TME' TRENCH EXCAVATION AT -EACH END OF 'ihE BLANKET. EXCFPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m :14 T.) BEYOND T4L TRENCH(. ., . . ' ..'. A P)PE BELL IS ENCOUNTERED WITRIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL #RE R'TO - TF1E _BELL. 50 mm (2) THICK STYROFOAM OR - WNER `SL,AB OF . RCH OR BOX ISOmm RD OTHER APPROVED COMPRESSIBLE --(CROSSING CONDUIT)6•) MATERIAL NO MINIMUM UNDISTURBED '.ARTH A EXISTING PIPES /`Z. —.' OUTSIDE OF PIPE BELL COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOT'. S* I. C.)MPRESSIBLE BLr.NKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING F PE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18 IN.). 2. IME BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. 3. ^IMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, :LITH THE EXCEPTIJN OF REINFORCINd BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SIZES MAY BE SUBSTITUiED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL B': ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANmERRIICPLAIN TED BTHEY WORIM PUSILIC "�,��►R�' BLANKET PROTECTION FOR PIPES OREENBOOK COMMITTEE 225-11 11164 R s" SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CHIS. ❑ AT S. W. COR. OF CATCH BASIN AT N.E. COR. SAN BERNARDINO AVE. AND POPLAR AVE. ELEVATION: 1123.13 BASIS OF BEARING OWNER: THE BEARING OF N00'03'19"W FOR ASHTON PLACE SOUTHERN CALIFORNIA, LLC THE CENTER -INE OF POPLAR AVENUE 4244 MAIN ST. AS SHOWN ON TRACT NO. 15283 BALDWIN PARK CA, 91706 M.B. 253/5-7 INCLUSIVE IS THE (562) 439--6157 BASIS FOR ALL BEARINGS ON THE MAP. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION of THE REQUIRED �� LCREN PHILLIPS do ASSOCIATES SEWER PLAN IMPROVEMENTS NOT COMMENCE WTHIN TWO ° DATE OF APPROVAL SHOWN HEREON JOHN H. COlL1S7ER cy� 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY SCALE: 1"-40' YEARS �' THE � � TRACT# 15263 AND CARRIED FORTH IN A DILIGENT MANNER THE NO. 12764 DIAMOND BAR, CA 91765 S.S. _ DATE: JUNE 2005 CITY ENgNEER MAY REQUIRE REVISIONS TO THE op. 3-31-07 (909) 396-9636 DESIGNED BY N PLACE cIML DWG NO.: 1 PLANS TO BRING THEM INTO CONFORMANCE WITH .., �•so • Sr CHECKED BY - QF.colr:.o tiw�w�ac-1; I�IN fit.. 's��° STANDARDS IN EFFECT. � �739 2 DESCRIPTIONREVISION TY DA ,BHN H. COLUSTER R.C.E. 12764 Date : H.K.H K ITY E GIS! C. . I I