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Home My WebLink About3102-1VICINITY MAP_ N.T.S. CONSTRUCTI❑N ITEMS- BASELINE RD. OCONSTRUCT 4.0' WIDE CONCRETE = FLOW LINE SIDEWALK PER CIN ST'D. PLAN = SEWER MAN HOLE N0. 1015 OCONSTRUCT NEW 0.33' A.C. OVER COMPACTED = FIRE HYDRANT u.i Q uiw > > MONTGOMERY AVE. = GAS MAIN Q SITE Q Quj NEW 8" CONCRETE = EDGE EXISTING A.C. CURB W/18" GUTTER PER = TREE CITY ST'D. DESIGN PLAN N0. 1003 OCONSTRUCT HANDICAP RAMP PER CIN ST'D. DESIGN 104A SAN JACINTO AVE. SAN JACINTO NEW 12' WIDE DRIVEWAY PER CIN ST'D. U) DESIGN DETAIL 103 OCONSTRUCT SAN JACINTO AVE. DRIVEWAY PER CITY ST'D. Q0 QU) 1O INSTALL 4" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY RAMONA AVE. W RAYMOND AVE. d AND BACKFILL PER CITY ST'D. DETAIL 131 11 F- Of REMOVE A.C. OR P.C.C. AS SHOWN j RAMONA AVE. w U w p w Q U 16 VERTICAL SAWCUT 17 REMOVE EXISTING GARDEN WALL 18 CONSTRUCT NEW GARDEN WALL MILLER p AVE. VICINITY MAP_ N.T.S. CONSTRUCTI❑N ITEMS- SYMBOL ITEM OCONSTRUCT 4.0' WIDE CONCRETE = FLOW LINE SIDEWALK PER CIN ST'D. PLAN = SEWER MAN HOLE N0. 1015 OCONSTRUCT NEW 0.33' A.C. OVER COMPACTED = FIRE HYDRANT NATIVE OHORIZONTAL SAW CUT OPLACE /CONSTRUCT NEW 0.38 A.C. OVER COMPACTED = GAS MAIN NATIVE OREMOVE EXISTING TREE OCONSTRUCT NEW 8" CONCRETE = EDGE EXISTING A.C. CURB W/18" GUTTER PER = TREE CITY ST'D. DESIGN PLAN N0. 1003 OCONSTRUCT HANDICAP RAMP PER CIN ST'D. DESIGN 104A (SAW CUT CURB HORIZONTALLY FOR RAMP) OCONSTRUCT NEW 12' WIDE DRIVEWAY PER CIN ST'D. DESIGN DETAIL 103 OCONSTRUCT NEW 16' WIDE DRIVEWAY PER CITY ST'D. DESIGN DETAIL 103 1O INSTALL 4" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY ST'D. DETAIL 125 AND 125A. TRENCHING AND BACKFILL PER CITY ST'D. DETAIL 131 11 PROTECT IN PLACE 12 REMOVE A.C. OR P.C.C. AS SHOWN (T3) REMOVE EXISTING DRIVEWAY 14 EXISTING GARAGE 15 EXISTING 5' HIGH WROUGHT IRON AND MASONRY WALL 16 VERTICAL SAWCUT 17 REMOVE EXISTING GARDEN WALL 18 CONSTRUCT NEW GARDEN WALL QUANTITY 1,348 S. F. 72 TONS 528 L.F. 77 TONS 5 EA. 130 L. F. 1 EA. 2 EA. 3 EA. 75 L.F. 104 TON 200 SF. 24 L.F. 15 L. F. 15 L. F. STREET SAN JACINTO IMPROVEMENT PLANS AVENUE AND OLEANDER AVENUE CITY OF FONTANA SAN BERNARDINO COUNTY, STATE OF CALIFORNIA i PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING THE CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AND ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. NOTICE TO CONTRACTORS II I / I I SAN JACINTO AVENUE I '� 2 ( 3 N0. 14987 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS THE EXISTENCE AND APPROXIMATE 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 EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO THE UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AND INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CI LEGEND w z w Q w 0 z w J ANA* SCALE - 1" = 30' T.P. = TOP PAVEMENT T.C. = TOP CURB F.L. = FLOW LINE M. H. = SEWER MAN HOLE S.L. = STREET LIGHT F.H. = FIRE HYDRANT -S- = SANITARY SEWER -W- = WATER MAIN -G- = GAS MAIN = REMOVE EXISTING PAVING - NEW A.C. PAVING = EDGE EXISTING A.C. = TREE = PALM TREE UTILITY PURVEYORS: SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 714-350-7640 WATER: FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA. CA 92335 909-822-2201 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 714-357-6231 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 TABLE OF CONTENTS GENERAL CONSTRUCTION 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 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATI❑N 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. 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4 CURVE DATA REFERS TO THE FACE OF CURB. 5 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS, 7 THE LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INF❑RMATI❑N, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATI❑N AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTI❑N To AVOID DAMAGE THERETO, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600, TWO WORKING DAYS BEFORE EXCAVATION. 8 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED To FINISH GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPING 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 AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11 TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTI❑N AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 13 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE, 15 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, 16 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SL❑PING 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. 17 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISI❑N OF INDUSTRIAL SAFETY, 18 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 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 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21 A GE❑TECHNICAL 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 IS OBTAINED. 22 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BE 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. 24 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. 25 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES, OR BENCH MARKS WITHOUT PRI❑R NOTIFICATION TO THE CITY ENGINEER. 26 REMOVAL AND REPLACEMENT OF THE EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED 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 THE CONSTRUCTION S❑ THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 27 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY S❑ILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. ACTUAL THICKNESS OF A.C. PAVING AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTI❑NS 28 SHALL BE RECOMMENDED BY A GE❑TECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 29 MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL 30 OF THE INSPECTOR, THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE LOCATION OF SEWER 31 LATERAL. THE CONTRACTOR SHALL PR❑VIDE AND MAINTAIN AND EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 32 ADEQUATE WATERING, AT ALL TIMES. 33 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE 'W.A.T.C.H. MANUAL', LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, 34 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER 35 TRAFFIC CONTROL DEVICES AT ALL TIMES, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES 36 PER HOUR, THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 37 AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. SHEET 1 TITLE SHEET SHEET 2 OLEANDER AVENUE STA. 10+00 TO STA. 11+80 SHEET 3 SAN JACINTO AVENUE STA. 8+30 TO STA. 10+00