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HomeMy WebLinkAbout3378-1TT lltrorl, �- InA: GENERAL NOTES I 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 15 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 SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC, RIGHT-OF-WAY WITHIN THE CITY LIMITS. GALL (909) 350-1610. 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. -1 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC, RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 8 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. q THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, GABLE 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. 10 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. II CURVE DATA REFERS TO THE FACE OF CURB. 12 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 13 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. 14 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 15 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 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 160 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. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 1-7 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 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. 18 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. Iq 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 15 OBTAINED. 20 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND %WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE %WALES ENTERING OR LEAVING IMPROVEMENTS. 21 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 22 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. WA Project Location BASELIW AVE FOOTHILL BLVO 32 ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLE55 OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 66 +�I 33 STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH CITY OF FONTANA STANDARD STENCILS EXACTLY. FE LL AV rJ 34 ALL STRIPING AND PAVEMENT MARKIN05 SHALL BE ALKYD THERMOPLASTIC UNLE55 OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. RAWALL AV 35 CRO55WALK5 SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLE55 OTHERWISE SHOWN ON THE PLANS. SMBERWIOINOAv VALLEY 6LVO 36 TWO WORKINO DAYS NOTICE TO THE TRAFFIC SECTION 15 REQUIRED PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGN5 SHALL ONLY BE �a REMOVED BY CITY PERSONNEL. 3l ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLAN5","5TANDARD SPECIFICATIONS" AND "TRAFFIC, MANUAL", LATEST Vicinitu Map NON -METRIC EDITIONS. (Not to -EX -016) 38 EXISTING SIGNALS AND/OR LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNALS AND LIGHTING ARE OPERATIONAL PER THE SPECIFICATIONS. 39 CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH SOUTHERN CALIFORNIA E1215ON COMPANY WELL IN ADVANCE OF NEED. 40 ALL PULLBOXES SHALL BE NO. 6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT A5 SHOWN. ALL SIGNAL HEADS SHALL BE PER THE SPECIAL PROVISIONS. 41 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. 51GN CODES SHOWN HERON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLAN 42 CONTROLLER CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS AS DIRECTED BY THE ENGINEER. 43 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. 44 NO TRENCH OR BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 45 GAPE 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 46 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENC I E5 IMMEDIATELY. 47 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 48 THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC 51GNAL DETECTION. 49 THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE ROADWAY 15 REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF EQUIPMENT. 50 THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 51 ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE REMOVED A5 DIRECTED BY THE CITY TRAFFIC ENGINEER. 52 SIGNS SHALL NOT BE PLACED IN EXCESS OF 15' FROM THE EDGE OF THE TRAVELED WAY. PORTABLE 51GN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING. 53 THE EXACT LOCATION OF ALL TRAFFIC, CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGN5 OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER. 54 ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL CONES OR PORTABLE DELINEATORS SHALL BE A MINIMUM OF 28" IN HEIGHT. 55 ALL SIGNS SHALL BE REFLEGTORIZED OR ILLUMINATED. I Ul A \PROJECTS\FONTANA- SIERRA \135OZdwg wP5, --3.10 C. z W W O Q ry ry W_ CONSTRUCTION NOTES SHEET INDEX 23 APPROVED 5011_STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 24 PAVEMENT STRUGTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER A5 DETERMINED BY SOI L5 TE5T5 TAKEN Ql PROTECT IN PLACE. SHEET I TITLE SHEET AFTER COMPLETION OF ROUGH GRADING. 111 CY REMOVE EXISTING CURB, GOBBLE, PGG, AC, BASE, AND/OR SOIL. SHEET 2 STREET IMPROVEMENT PLAN 25 ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, 85 TON Q3 CONSTRUCT 6.5" THICK ASPHALT CONCRETE OVER 12" THICK NATIVE COMPACTED TO g5% MIN. COMPACTION. SHEET 3 TRAFFIC SIGNAL AND LIGHTING MEASURED FROM THE BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. MODIFICATION PLAN 147 LF � CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 26 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. NO. 1003 TO MATCH EXISTING. SHEET 4 SIGNING AND STRIPING PLAN Q NOT USED. 2-7 UPON COMPLETION OF CONSTRUCTION, CONTRAGTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE 5AT15FAGTION OF THE CITY TRAFFIC ENGINEER. 1747 SF © CONSTRUCT 4" THICK P.G.G. 51DEWALK PER CITY OF FONTANA FONTANA STD. PLAN NO. 1015. 28 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND 51DEWALKS AFFECTED BY THE CONSTRUCTION TO THE 5AT15FACTION OF THE CITY 2 EA O7 CONSTRUCT CURB RAMP PER CITY OF FONTANA 5TD. PLAN NO. 1006. ENGINEER. 1071 S.F. ® GOLD MILL 0.1- OF A.G. PAVEMENT. 29 A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 8 TON Q9 OVERLAY O.I' OF A.G. PAVEMENT. 30 24-HOUR5 NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS OR "GAT -TRACKING" PRIOR TO APPLICATION OF 10 REPLACE AND MATCH ADJACENT LANDSCAPE IN KIND. PAVEMENT STRIPING. 221 LF 11 SAWGUT AND MATCH. 31 THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND 5TRIPING AS REQUIRED BY THE CITY TRAFFIC ENGINEER. 16 LF 12 CONSTRUCT CURB PER CITY OF FONTANA STD. PLAN NO. 1003 TO MATCH EXISTING. I Ul A \PROJECTS\FONTANA- SIERRA \135OZdwg wP5, --3.10 C. z W W O Q ry ry W_