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Home My WebLink About3580-1GENERAL 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 /S FOUND TO EXIST 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 ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5 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 /N PUBLIC RIGHT—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 IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9 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. 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING 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 SERVICE ALERT AT 1-800-227-2600 TWO WORKING 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 STATIONING 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 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES 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 77ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N 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 .T0BE 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 CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY /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 FINISH TO MATCH EXISTING CONCRETE_ 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.' 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES—AND 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. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY 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 PRIOR 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, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER 34 MINIMUM D—LOAD FOR STORM DRAIN PIPE /S 1350. Q DIAL BEFORE . $` YOU DIG TOLL FREE A PUBLIC SERVICE BY UN Lof I I t ur r uty i i tyt-=� APN 226-191-19 VICINITY MAP NOT TO SCALE S 25 SkTRA WAY 21 ( R �. 2 3 4 17 1 181 19 20 1.1 SLOPE OR -BEATER= OR ADEQUATE SHORING 1j 21 5 = � 16 �� 15 ' � 14 �� 13 Ci! 22 4,. s r E7; /\ NAVE BACKFICOMPACTLL �) c�`�,� r W � / � 3" MAX. SIZE W ; I I r'` F- (� GRANULAR BEDDING FROM �� /� NOTES: v .., 12 O SELECTED TRENCH SIDE /// \/ 1. TRENCH WIDTH- SHALL BE CONTROLLED Z ' 23 1w MATERIAL (1 MAX. SIZE). - �\ TO TOP OF PIPZNE 2.. TRENCH DEPTHSEOFOGREATER . THAN . 5' SHALL HAVE ADEQUATE SHORING. _ _—III J CLASS 11 AGG. BASE ALL TRENCHES 24 2 ' °� '� 1 6" MIN. III = LESS THAN 100' IN LENGTH. MAIN 'L/NE D :� Z � 4 � >= III ` — 8" MAX. =III 6! 7 8— ! A!.`SDACE WAY __ I 9 10 Z A I I I s I I I= W i /`f v 18 17 ' 16 . N I I I ... 15 _ NO TE. 1 Q i 14 1`` 13 W �r ,tom � ? '' 12 III = I I COMPACT70N SHALL BE 90% IN ALL rr_?A- lot '�° m ZONES UNLESS OTHERWISE SPECIFIED. 1 f g L SHALL CONFORM I 2 `` - - o TOCAEA REQUIREMENTS. _ n — i BAY PLAC 11 3 ' �'� CONSTRUCTION NOTES o.s'D' III- fll- QUANTI TIES STORM DRAIN PIPE mow; r r 4 i 5 6s} _ 7 GRANULAR BEDDING FROM SELECTED a 8 Ol INSTALL J6 RCP, D -LOAD PER PROFILE. TRENCH SIDE MATERIAL FOR PIPE 9 512 L.F. 10' OR GREATER /N DEPTH USE 112 CRUSHED STONE BEDDING. SIERRA 10 2O 'INSTALL 30 "RCP, D=LOAD PER PROFILE 558 `L. F.` P TRENCH DETAIL INSTALL 24"RSP, D—LOAD PER PROFILE. 99 L.F - NOT TO SCALE 4OINSTALL 18"RCP, D—LOAD PER PROFILE. 113 L.F. INDEX MAP a * _ O CONSTRUCT MANHOLE PER A.P. W.A. STD. 320-1. 2 EA. vO . , I SCALE: l' 150' � g CONSTRUCT JUNCTION STRUCTURE PER A. P. W.A. STD. 331-2. 1 EA. 07 REMOVE EXISTING MORTAR PLUG AND JOIN. 1 EA. LEGEND A. C. ASPHAL TIC CONCRETE TAN. TANGENT CITY OF FONTANA UTILITY NOTIFICATION LIS O CONSTRUCT CONCRETE COLLAR PER A. P. W.A. STD. 380-3 1 EA. B. C. BEGIN CURVE T.C. TOP OF CURB B. V. C. BEG. VERTICAL CURVE CITY OF FONTANA- PACIFIC BELL- CO. B. W. BACK SIDEWALK W WIDTH ATTN: CARLOS NAVARRO ATTN: NORMA GUILLOT # l C.D DRAWING L. CENTERLINE. CATCH BASIN V VERTICAL DEPTH 8353 SIERRA AVENUE 1265 N. VAN BUREN. STREET,. SUITE 180 FONTANA, CA 92335 ANAHEIM, CA 92807 THESE RECORD ,FfnM/;rsGS HAVE BEEN PREPARED, E. C. END CURVE V.C. VERTICAL CURVE (909) 350-6632 (714) 666-5401 PRIVATE ENGINEERS NOTICE TO CONTRACTORS PART, ON TIDE, BASIS OF INFORMATION COMPILED XMD E.P EDGE PAVEMENT _�_`_�_ INDICATES SLOPE 2.1 FURNISHED BY OTHERS. THE EN ER WA" NOT I ILS E. G. EDGE GRADE RESPONSIBLE FOR ANY ERRORS OR OM EX. EXIS77NG AC PA VEMENT S0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) HAVE BEEN INCORPORATED I MTHE DOCLIMENTS AS E. V. C. END VERTICAL CURVE REMOVAL ATTN: GREG GASPAR ATTN: JACK HAYES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ARESULTTHEREOF. F. L. FLOW LINE 1631 VALLEY BLVD. 1205 DUPONT AVENUE SHOWN -0N THESE PLANS ARE OBTAINED BY A SEARCH OF, AVAILABLE RECORDS, _ F. S. FINISH SURFACE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/STING U77LI77ES EXCEPT ;Q �� G.B. GRADE BREAK FONTANA, CA. 92335 ONTARIO, CA. 91761 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE �,I� (590.77) INDICATES EXIST/NG ELEVATION 909 428-8411 H.P.HIGH POINT ( ) (909) 390-4738 PRECAUTIONARY MEASURES- TO -PROTECTTHETHE UTILITY LINES. SHOWN -ON THESE- - %� t�, 310.00 INDICATES PROPOSED ELEVATION DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- I INVERT EMERGENCIES: (800) 427-2200 � �® `PG INV � 300 �� INDICATES EX/STING CONTOUR VERIZON S/BILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT c✓ W �_ ,,, LANDSCAPE EASEMENT SO. CALIFORNIA ED/SON COMPANY ATTN: STEVE HOCK SHOWN ON THESE DRAWNGS o J P o. 33 637 `` �'' 0 C ON CURVE 320 IND/GATES PROPOSED CONTOUR 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD.Ur _(r- P.C.C. PORTLAND CEMENT CONCRETE - DAYLIGHT/ CUT -FILL LINE FONTANA, CA. 92335 POMONA, CA. 91766 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI— � (R) RIDGE LINE —UNDERGROUND BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION &' /1 rR/W RIGHT OF WAY (909) 820-5598 (909) 469-6327 OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT �� (909) 875-5100 - TRANSMISSIONS THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS, (213) 637-1233 PIPELINES FONTANA WATER COMPANY AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER�07 ATTAI, MICHAEL J. MCGRAW AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, (909) 357-6233 - DISTRIBUTION 8440 NUEVO AVENUE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FONTANA, CA 92335 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ENGINEER. ATTN: BASIL J. FABR/Z/0 FAX: (909) , 823-5046 BENCH MARK: No. 615 7511�1� OF BEARINGS. CONTRACTOR- SHALL VER/FY ALL. CONDITIONS AND DIMENSIONS AND SHALL REPORT (909) 463-9580 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ARING OF NOO't2'36'� ALONG WESTSAN BERNARD/NO WATER COIII IA I1 n1 nATAII/.A AI,1G,,,L UNDERGROUND SERV/CE ALERT ATTN: LON TSAI (800) 422-4133 855 W. BASELINE ROAD RIALTO, CA 92377 SPECIFIC JA826-1739\storm\sd0l.dwg, 03/25/2004 03:55:23 PM, cc