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Home My WebLink About3900-1GENERAL NO TES 1 ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE C/7Y 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 0THERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. 3 ALL MATER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5 CONSTRUCT/ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUN/TY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PR/OR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC R/GHT OF -WAY WITHIN THE CITY LIMITS CALL (909) 350-7610. 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE' (5) FEET /N 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 POTENT/AL EXISTS FOR GROUND MOVEMENT. 10 NO MATER/AL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAIN/NG A SEPARATE PERMIT FOR THAT PURPOSE. 11 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 SERV/CE ALERT AT 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCAVATION. 12 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 13 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 14 STATION/NG REFERS TO THE CENTERLINE OF STORM DRAIN 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 CONSTRUCT/ON CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PR/OR NOTIFICATION TO THE CITY ENG/NEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOT/FY 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 RES/DENTS 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. 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 PR/OR APPROVAL OF THE CITY INSPECTOR. 22 A GEOTECHNICAL ENG/NEER SHALL CERT/FY ALL BACKFILL COMPACT/ON. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORT/ON OF THE WORK UNTIL THE SPECIFIED DENS/TY /S 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 /N GRADE, COLOR AND FIN/SH TO MATCH EX/STING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENG/NEER. 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXIST/NG FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EX/STING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 27 /F EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOT/FY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ,32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIP/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENG/NEER. 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE /S 1350. CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS 4 � TRACT NO. 16685 W Q j BASELINE A VENUE TOP OF STRUCTURAL PVM'T. v Fz SUBGRADE 2 1 97 96 95 94 93 92 91 90 89 88 87III VICINITY MAP 3" MAX. SIZE NATIVE SOIL� IIE 86 / COMPACTED 959 N. 1. S HEFT 16 1 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 85 GRANULAR BEDDING FROM 909 COMPACTED / NOTES. SELECTED TRENCH SIDE NATIVE BACKFILL 3 4 5 6 7 8 MATER/AL (1- MAX. SIZE). 6" MAX. SIZE / // 1. TRENCH WIDTH SHALL BE CONTROLLED 7980 81 82 83 84 �/ / TO TOP OF PIPE ZONE. _ 2. TRENCH DEPTHS OF GREATER THAN 5' g— _ — — SHALL HAVE ADEQUATE SHORING. —III J. CLASS Il AGG.BASE ALL TRENCHES — — I III 6� MIN. III — LESS THAN 100' IN LENGTH. / 10 TEE — �, = 8 MAX. = I I I I W III � III= AP.N f o — �tp 11 78 65 24144+84 ^' _ III • NOTE - COMPACTION W _ t� I III = III COMPACTION SHALL BE 909 /N ALL _ ZONES UNLESS OTHERWISE SPECIFIED. URT 12 77 66 64 I III I , ' z s TRENCH STABILITY SHALL CONFORM W I = o TO CAL -OSHA REQUIREMENTS �j 13 76 67 APA.24P00-03 I I 14 75 68 I 0.6'D' III -III- I \ STORM DRAIN PIPE ! . ` GRANULAR BEDDING FROM SELECTED ' 1 I 15 74 69 TRENCH SIDE MATERIAL FOR PIPE O 10 OR GREATER IN DEPTH USE 16 63 61 I 1/2 CRUSHED STONE BEDDING. CONSTRUCTION NOTES Q UA N TI TIES 73 7o RCP TRENCH DETAIL 17 I NOT TO SCALE O1 INSTALL 24 RCP, D -LOAD PER PROFILE 642 LF. 72 71 62 2O INSTALL 36 RCP, D -LOAD PER PROFILE 256 LF. J 18 CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT (MODIFIED) DETAIL SHEET 3 1 EA. 19 4O CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 322-1 2 EA. 20 54 55 56 57 58 59 60 5O CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN J40-1 1 EA. , 21 53 52 51 50 49 L47 DE VEL OPER 0 WNER 6 CONSTRUCT CONCRETE DROP INLET PER R. C. F. C. D. STD. DWG. CB 110 (MODIFIED) LQ O N z I LOCATE OPENING ON WEST SIDE, A=32" AND W=32" 1 EA. 7N1 YOUNG HOMES Hca HEET 2 I 10370 TRADEMARK STREET 7 CONSTRUCT BLANKET PROTECTION FOR PIPES PER A.P. W.A. STD. PLAN 225-1 2 EA. RANCHO CUCAMONGA, CA 91730 0 SAAI VE-A1U — I O CONSTRUCT 6" MIN. D/A. GROUTED RIP RAP (DETAIL ON SHEET 4) 570 SF CONTACT Tom Childress I-[-��Q• 1 - 46 9O CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STD. D-89 1 EA. � vET I PHONE. (909) 291-7600 ASN ) FAX (909) 291- 7630 @CONSTRUCT MANHOLE PER A.P. N.A. STD. PLAN 320-1. - EA. {- 24 ; 39 41 42 43 44 45 11 CONSTRUCT CONCRETE COLLAR PER A. P. W.A. STD. PLAN 380-2. - EA. 25 38 37 36 35 34 AP.AI 24p,231_0 P. y 26A,P 24�z3fa4 CITY OF FONTANA UTILITY NO TIFI CA TION LIST INDEX OF SHEETS CITY OF FONTANA PACIFIC BELL CO. 1. ------- TITLE SHEET E/ 4 /A/C noniE— -- ATTN: BRIAN WREN ATTN: VIRGINIA BECKER _'H� I 8353 SIERRA AVENUE 3939 E.CORONADO STREET 2 - ------- LINE 'A" FROM STA. 1+61.70 TO STA. 6+81.56, LINE "B" I FONTANA, CA 92335 ANAHEIM, CA 92807 FROM STA. 1+00 TO 1+78.17, LATERALS A-1, A-2, A-3 AND A-4. I 27 I (909) 350-6632 (714) 666-5467 3DETAILS AP.Ill24f23f88 COCS------- DETAILS 28 SO. CALIFORNIA GAS COMPANY W 29 30 31 32 33 I AMATC (ABLE 1V) 4. ATTN. GREG GASPAR ATTN: JACK HAYES 5. ------- LINE W FROM STA. 10+00.00 TO STA. 14+22.49 (BACK) AND DETAILS. -1 rcr Ao.1084 16231 VALLEY BLVD. 1205 DUPONT AVENUE � I CA. 92335 ONTARIO, CA. 91761 INDEX MA P (909) 428-8411 (909) 390-4736 SCALE- 1"-- 150' GENERAL TELEPHONE COMPANY LEGEND SCALE IN FEET SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK A. C. 0 150 300 450 600 ASPHALTIC CONCRETE TAN. TANGENT . 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. B. C BEGIN CURVE T. C. TOP OF CURB FONTANA, CA. 92335 NTARlO, CA. 91766 (909) B. V. C. BEG. VERTICAL CURVEB. w BACK SIDEWALK W WIDTH (909) 820-5598 UNDERGROUND 800) 422-4133 C.B. CATCH BASIN C.L. CENTERLINE V VERTICAL DEPTH (213) 637-1233 PIPELINES FONTANA WATER COMPANY E. C END CURVE V C. VERTICAL CURVE PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS E P. EDGE PA VEMEN T (909) 357-6233 DISTRIBUTION ATTN. MICHAEL J. McGRAW E. G. EDGE GRADE INDICATES SLOPE 2. (800) 422-4133 8440 NUEVO AVENUE EX EXISTING AC PAVEMENT THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LI77ES OR STRUCTURES FONTANA, CA 92335 E. V.C. END VERTICAL CURVE ® REMOVAL SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 F. L. FLOW LINE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 9 FESS/16 F. S FINISH SURFACE THOSE SHOWN ON ]NESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE ATTN: BILL VANDERKlEF7; JR. FAX. (909) 823-5045 ��O �� . �� ql� G.B. GRADE BREAK PRECAU77ONARY MEASURES TO PROTECT THE U77LITY LINES SHOWN ON THESE (619) 868-6040 y =p� q��Gy2 H.P. HIGH POINT DRAWINGS 17/E CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON— RECORD DRAWING c� �, m INV. INVERT SlBILITY FOR THE U17LlTY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT UNDERGROUND SERVICE ALERT w C 36637 c L.E. LANDSCAPE EASEMENT SHOWN ON THESE DRAWINGS (800) 227-2600 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN * 0. C. ON CENTER PART, ON THE BASIS OF INFORMATION COMPILED AND P. C. C. PORTLAND CEMENT THE CONTRACTOR AGREES ]NAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- �Q' BILIlY FOR THE JOB SITE CONDl170NS DURING THE COURSE OF CONSIRUC170N FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE CIVIC. CONCRETERESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH q OF(R) RIDGE LINE OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT HAVE BEEN INCORPOF�4TED INTO THE DOCUMENTS AS ]NIS SHALL APPL Y CONT7N000SL Y AND NOT BE LIMI TED TO NORMAL WORKING HOURS; A RESULT THEREOF. 2 ' R/w RIGHT OF, WAY AND 7NA T 7NE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER' (590.77) INDICATES EXISTING ELEVATION AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EIV G11VE99-o Z !U 310.00 INDICATES PROPOSED ELEVATION IN CONNECTION WITH THE PERFORMANCE OF WORK ON 1NlS PROJECT; EXCEPI7NG FROM FOR LIABILITY ARISING FROM 1NE SOLE NEGLIGENCE OF 1NE OWNER OR 7NE A A4AOOL.E AAD ASSo //VC. BENCH MARK. • SITE BENCHMARK BASIS OF BEAR/NGS.300.�� INDICATES EXISTING CONTOUR '" ' ' 56 48 E ENGINEER. 9362 P/ rT.59c/l�AI AYE b SSU/TE 230 SW CORNER, SEC. 31, T. 1N., R. 5W., THE BEAR/NG OF N 89 320 INDICATES PROPOSED CONTOUR ,Q�Q/t/C�10 C 61C•�41140J^6A 614 , 9 /7,30 S.B.M- 2" LP. WI71 / BRASS CAP, ALONG THE CENTERLINE OF BASELINE i AVENUE, AS SHOWN ON 77?ACT No. DAYLIGHT / CUT -FILL LINE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT C.S.M. AT THE INTERSECTION OF �„ 009 4$/ —6322 12545 WAS USED, AS THE BASIS OF ALL DISCREPANCIES TO THE ENGINEER PRIOR TO 17-1E COMMENCEMENT OF WORK. T BASELINE AVE. AND CITRUS AVE. a9-AJ7/A/r_(Z KIM) T/ -//c A,/AP J:\692-1915\storm\sd01.dwg, 1/19/2006 10:45:21 AM, drench g{.- -_ ,��