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Home My WebLink About3505-1GENERAL 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 IS FOUND TO EXIST /N 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. 0 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 ADVANCE CONSTRUCTION SIGNING IND/CAT/NG DURATION OF PROJECT SHALL BE IN 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 IN 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 IN 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 IN DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG 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 MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERM/T 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 EX/ST/NG 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 STAT/ON/NG REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCT/ON 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 EXIST/NG 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 TIES 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 WATER/NG, 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 ENG/NEER 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 IS OBTAINED. 21 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 EX/STING 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 27 /F EXIST/NG 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. JO APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. J1 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ,32 UPON COMPLETION OF CONSTRUCT/ON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIP/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEV/CES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. JJ AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. J4 MINIMUM D -LOAD FOR STORM DRAIN R.C.P. IS 1 J50. 0 O 9? TOLL FREE - ` 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTV. CARLOS NAVARRO ATTV. VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN GREG GASPAR ATTN. JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4736 C.B. GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN. STEVE HOCK 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) (909) 820-5598 UNDERGROUND (800) 422-4133 (213) 637-1233 PIPELINES FONTANA WATER COMPANY (909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE EDGE PA VEMENT FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN. • BILL VANDERK/EFT, JR. FAX. • (909) 823-5045 INSTALL 36 "RCP, D -LOAD PER PROFILE 185 .VICINITY MAP N. T S. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/ST/NG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- BILITY FOR THE JOB SITE" CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L/M/TED 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 CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 7HE OWNER OR THE ENGINEER. CONTRACTOR SHALL VER/FY ALL GOND/TIONS AND D/MENS/ONS AND SHALL REPORT r1f4 IL IV LEGEND r� f A. C. CONSTRUCTION NOTES QUANTITIES TANGENT B. C. B.V.C. BEGIN CUR VE T. C. TOP OF CURB 1:1 SLOPE OR GREATER B. W. BACK SIDEWALK W OR ADEQUATE SHORING C.B. CATCH BASIN V VERT/CAL DEPTH / �VE CENTERLINE 01 INSTALL 74» RCP, D -LOAD PER PROFILE. _ _ _ 81 LF. /j� NA BACKFILO� J" MAX. SIZE VERTICAL CURVE E. P. EDGE PA VEMENT �. � = GRANULAR BEDDING FROM NOTES: 2O INSTALL 36 "RCP, D -LOAD PER PROFILE 185 L. F. SELECTEDRIAL (7RENCH MAX SIDE). / MATTO \ �� 1. TRENCH WIDTH SHALL BE CONTROLLED AC PA VEMEN T E. V.C. END VER77CAL CURVE REMOVAL TOP OF PIPE ZONE. JO INSTALL JO"RCP, D -LOAD PER PROFILE 146 LF. _ F.S. 2. TRENCH DEPTHS of GREATER THAN 5' G.B. GRADE BREAK (590.77) SHALL HAVE ADEQUATE SHORING. H. P. HIGH POINT 310.00 INDICATES PROPOSED ELEVATION � J. CLASS 11 AGGBASE ALL TRENCHES 4O CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN J20-1. 1 EA. 0. C 6" M/N. IIF = LESS THAN 100' IN LENGTH. INDICATES PROPOSED CONTOUR P.C.C. PORTLAND CEMENT CONCRETE;, A I I 8" MAX. 5O CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. J40-1. 1 EA. R/W RIGHT OF WAX - Z NO TE. sO CONST. CONCRETE COLLAR PER A.P. W.A. STD. J80 -J. 4 EA.III _— I i 11 COMPACTION SHALL BE 90X IN ALL ZONES UNLESS OTHERWISE SPECIFIED. 07 REMOVE EX/STING MORTAR PLUG AND JOIN. 4 EA. III= — Z o TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. m 0.6 D' III=III- STORM DRAIN PIPE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATER/AL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. RCP TRENCH DETAIL NOT TO SCALE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/ST/NG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- BILITY FOR THE JOB SITE" CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L/M/TED 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 CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 7HE OWNER OR THE ENGINEER. CONTRACTOR SHALL VER/FY ALL GOND/TIONS AND D/MENS/ONS AND SHALL REPORT r1f4 IL IV LEGEND r� f A. C. ASPHALTIC CONCRETE TAN. TANGENT B. C. B.V.C. BEGIN CUR VE T. C. TOP OF CURB BEG. VERTICAL CURVE B. W. BACK SIDEWALK W WIDTH C.B. CATCH BASIN V VERT/CAL DEPTH CENTERLINE OF SIERRA LAKES PARKWAY C. L. CENTERLINE Q 800 227-2600 ) E. C. END CURVE V. C. VERTICAL CURVE E. P. EDGE PA VEMENT �. � = INDICATES SLOPE 2. 1 E. G. EDGE GRADE EX. EXISTING AC PA VEMEN T E. V.C. END VER77CAL CURVE REMOVAL F.L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK (590.77) INDICATES EXISTING ELEVATION H. P. HIGH POINT 310.00 INDICATES PROPOSED ELEVATION � INV. L. E. INVERT 4 LANDSCAPE EASEMENT'` 300 ---'\INDICATES EXISTING CONTOUR 0. C ON CEN TER 320 INDICATES PROPOSED CONTOUR P.C.C. PORTLAND CEMENT CONCRETE;, _„,_ - DAYLIGHT/ CUT -FILL LINE (R) RIDGE LINE R/W RIGHT OF WAX - Z (U f'-11 868-6040 BENCH MARK: ¢# 615 BASIS OF BEARINGS: ALL DISCREPANCIES TO THE ENGINEER PR/OR TO 17-1E COMMENCEMENT OF WORK. THE BEARING OF N70'35'2TE ALONG THE UNDERGROUND SERVICE ALERT RAILROAD SP/KE AT INTERSECTION OF CENTERLINE OF SIERRA LAKES PARKWAY Q 800 227-2600 ) CITRUS AVENUE AND LOS CEDROS AVENUE, IN POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP NO. 15829, ( EAST F S AVENUE BLED /N BOOK 198, PAGES 60 THROUGH REV. REVISION DESCRIPTION C�CONP DmwlIG ON THE S/DE 0 C/TRU 64 OF PARCEL MAPS, WAS USED AS THE ELEVATION: # 1467.59 &ISIS OF BEAR/NGS FOR THIS MAP. SIERRA LAXES SPECIFIC PLAIV DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA CALIFORNIA Q Q p p A, � T v Q PREPARED IN THE OFFICE INC.STORM DRAIN I PRO VEMEN/ PLA NS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL deJes�� MADOtE AND ASSOCIATES, INZ DRAWN BY: SCALE. � SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C No. 65195 Q 10601 CHURCH STREET, STE. 107 CC TR T 6267 As SHOWN ,� h� RANCHO CUCAMONGA, CA 91730 DESIGNED BY: DATE: � .THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � EXP, 9-30-05 tiP PHONE (909) 948-1311 M ITtE HEFT DEC. 200J - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9� A 0 Date :,zy p; E BY: oVED B DRAWING NO.: o .. STANDARDS IN EFFECT. RCE 65195 EXP. 9-30-05 MJG/LP �L 2L �03 ,35Q5 CITY ENGINEER R.C.E. 51152 DATE J:\826-1181\StormDrain\sdOl.dwg, 12/18/2003 09:04:02 AM, cc