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Home My WebLink About3841-10 .ml EXISTING " CURB & GUTTER 7+50 I ---(W—)— ---------- --( 100 i i� GENERAL NOTES 27 LJ PROJECT Z SrTE wZ � CONTRACTOR UPON COMPLETION OF PAVING. 14. STATIONING REFERS TO THE CENTERLINE OF S -I BEETS -- --- .—__ - „_ RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER _ __ �___..._ _ _r_.. _ __ _..__ _ _ ._.___.._____ _ .___ _ __._____._._ .___ --------------- -- . 3 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, TTO C15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALT_ BE SET TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE 55. CONTRACTOR SHALL RELOCATE AND/OR REPLACE PLANS ARE OBTAINED BY ,A SEARCH OF THE AVAILABLE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND LANDSCAPING, SPRINKLERS AND SIDEWALKS> AFFECTED BY THE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGIN,-ER. EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR 6. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR NOTIFICATION TO THE CITY ENGINEER. CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL IRRIGATION LINES HOSE LOCATIONS ARE NOT SHOWN. THE PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINKS 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 USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO EXCAVATION ON THIS PROJECT. TOLL FREE 1-800-422-4133 NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. +:)Wo-�14��FR'S NOTE FATE ENGINEER SIGNING HESE P�SRFHEIOR WORK PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC MARKS, SHALL Bit DONE BY A REGISTERED CIVIL ENGINEER OR ASSUMING ACCURACYAND ACCEPTABILITY T HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING BASIS OF BEARINGS IS N O"�-� W FOR CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE CENTERLINE OF MALOOF AVENUE PER PLANS FOR APPROVAL BY THE CI TRACT NO. 2177, M.B. 31/51 Prepared Under The Supervisiona CITY OF FONTANA, CALIFORNIA CONSTRUCTION OF THE REQUIREDIMPROVEMENTS NOT SANDERSON- GUTIERREZ STREET IMPROVEMENT PLAN ENCE WITHIN THE DATE OF APPROVAL CIVIL ENGINEERS & LANDUR YOR , INC 10050—ATH STREET, RANCHO CUCAMONGA, CA 91730 DRAWN �° SCALE:1,a CARRIED1 HEREON AND IDILIGENT �- (909) 960-1211 J.N. 04-049 CAT � L, I. WORKS CONSTRUCTION (g'GREEN BOOK"). ALL REFERENCE LICENSED LAND URVEYOR. SURVEY MONUMENTS THAT WILL BE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION DESTROYED AS A RESULT OF THIS CONSTRUCTION S4-IALL BE '(ENGINEER I I REVISIONS T �ro DESIGNEDDATE: w G THEM INTO IT CONDITIONS EBB _.. / STANDARDS I 1 ® LOUI GUTIERRE R.C.E. 28501 EXP. ;x/31 /'0 CHECKED BY: LTG :. A D BY, TY I .. R. . DATE. DRAWNG NO.® 1 1 UNLESS OTHERWISE NOTED. REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS . WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY MONUMENT, REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SI -TALL IMMEDIATELY REPORT SAID 1 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION .. ALL MATERIALS AND METHODS ARE SUBJECT TO THE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. APPROVAL OF THE CITY ENGINEER. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN 4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, WATERING, AT ALL TIMES. T -- -� ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 2011 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAY'S PRIOR TO THE START OF ANY WOR{ IN PUBLIC SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. RIGHT--OF—WAY WITHIN THE CITY LIMITS. CALL (Ci 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED 550-7610. MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING . THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.. _ m OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR NON --METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY APPROVAL OF THE CITY INSPECTOR. TRAFFIC ENGINEER. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL - MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL m DEVICES AT ALL TIMES. THE SPECIFIED DENSITY IS OBTAINED. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM 2`1-. CARE SHOULD E TAKEN TO PREVENT GRADES, DITCHES, EXCAVATION OR TRENCH WORK FOR TRENCHES FEET OR AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON ------- GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF --�-- INSPECTION OF THE ITE, THE CITY ENGINEER MAY REQUIRE H E M�F_ M - _.�.� INDUSTRIAL SAFETY, TEMPORARY NON—ERbDEABLE SALES ENTERING OR LEAVING 6, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN IMPROVEMENTS. 10+00 FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING , 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH SLOPING OF THE GROUND OR OTHER APPROVED MEANS APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD INDUSTRIAL_ SAFETY OF THE STATE OF CALIFORNIA. TRENCHES DETAILS. LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. . NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT THE SEINER CONTRACTOR SHALL STAMP AN "S" IN THE FOR THAT PURPOSE. FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. I _�I 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN 2B, NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND ., k a DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL AND +00 0 G4 507. 50 REINFORCING STEEL HAVE BEEN PLACED, INSPECTED A a , � BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN APPROVED. 5 a THE FIELD, THE TRUE LOCATION AND ELEVATION OF` ANY EXISTING AND TO EXERCISE PROPER PRECAUTION TO AVOID P. �, EXISTING FL 2,50 UTILITIES, 0. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED _ _ , DAMAGE THERETO THE CONTRACTOR SHALT CONTACT TO PAVING' OF STREETS. 227 AND APPROVED PRIOR PAVEMENTLn VICE p R 800 2600 TWO EXISTING EDGE OFa UNDERGROUND SER ALERT AT 1 -- WORKING DAYS BEFORE EXCAVATION. :0. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ASPHALT PAVEMENT PRIOR TO PLACEMENT. `. ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GASB .1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM �" EXIST. R TELEPHONE, ELECTRIC, CABLE TELEVISION LANDSCAPING 15�.. _ a AND SUBJECT TO REVISION AND APPROVAL OF THE CITY 126.0, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER SEWER, STORK DRAIN, FLOOD CONTROL AND CALTRANS. ALL COMPLETION OF ROUGH GRADING. FUTURE UTILITY COMPANIES SHALL BE GIVEN TWO FORKING DAYS NOTICE o a- PRIOR TO WORK AROUND THEIR FACILITIES. 52. ACTUAL THICKNESS OF A.C. PAVEMEN I" AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SI—PALL BE Cn N 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO Ldp OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF I° -p-1000 01 CF) CD bi A.P.N.16411 � AUTHORISATION. CONTRACTOR SHALL. COORDINATE WITH THE ROUGH GRADdNCD® APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.FR MES COVERS AND VA' VF C I FEET inch t. CONSTRUCTION NOTES- QUANTITIES LEGEND VICINITY MAP OCONSTRUCT a' U &---'GUTTERPER I STD. F L.F. -CENTERLINE CONSTRUCT REI TIL DRIVEWAYCITY T. 1 E. P LIQRIGHT—OF—WAYLIE WIDTH H PLAN e EXISTING TI E F LT' CONSTRUCT 4" PC SIDEWALK PER I STD. 1015 41 S.F. — — — EXI ITI s USIDEWALK� CONSTRUCT A' THK. I. A.C. PAVEMENT E T EA.C. I , 12" % MIN. F COMPACTED NATIVE E N.T.S. . CONCRETEPAVING A UT I. 1 a T F T JOINT L.E. T F CURB FL FL LI E FS FINISHEDSURFACE AL EXISTING T ELEVATION (110AVE. a . 0 P S ELEVATION 14 N . a aOf DIRECTION F FLOW Lli 1 a t .Oa 5' > u O. � Cay (1/0 1 1 T T a L 0 EXIST. A.C. PAVEMENT 1 , 5 TYPICAL(,j) MALOOF AVENUE (HALFWIDTH) TI=5.5 � REV. REVISIONDESCRIPTIO T TO CALF (7) BENCH MARK- I.D. NO. 62,E �- MALOOF AVE. CARTER I BEFOREL TWO WORKING BEFORE CHI X ON FIRE HYDRANT FLANGES YOUI YOU I W/S MALOOF N/O CARTER 200'± TOLL FREE 1-800-227-2600 FL. = 1L?7.15 (FT) A LIC SERVICE BY UNDERGROUND SERVICE ALERT NOTTO SCALE LLJ LJ PROJECT Z SrTE wZ � 35. ALL MANHOLES, CLEANOUT A _ 1.. CURVE DATA REFERS TO THE FACE OF CURB. BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 14. STATIONING REFERS TO THE CENTERLINE OF S -I BEETS 54. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALT EXCEPT WHERE OTHERWISE NOTED. RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER PRIVATE ENGINEER'S TTO C15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALT_ BE SET TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE 55. CONTRACTOR SHALL RELOCATE AND/OR REPLACE PLANS ARE OBTAINED BY ,A SEARCH OF THE AVAILABLE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND LANDSCAPING, SPRINKLERS AND SIDEWALKS> AFFECTED BY THE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGIN,-ER. EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR 6. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR NOTIFICATION TO THE CITY ENGINEER. CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL IRRIGATION LINES HOSE LOCATIONS ARE NOT SHOWN. THE PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINKS 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 USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO EXCAVATION ON THIS PROJECT. TOLL FREE 1-800-422-4133 NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. +:)Wo-�14��FR'S NOTE FATE ENGINEER SIGNING HESE P�SRFHEIOR WORK BASIS OF ASSUMING ACCURACYAND ACCEPTABILITY T HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING BASIS OF BEARINGS IS N O"�-� W FOR CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE CENTERLINE OF MALOOF AVENUE PER PLANS FOR APPROVAL BY THE CI TRACT NO. 2177, M.B. 31/51 Prepared Under The Supervisiona CITY OF FONTANA, CALIFORNIA CONSTRUCTION OF THE REQUIREDIMPROVEMENTS NOT SANDERSON- GUTIERREZ STREET IMPROVEMENT PLAN ENCE WITHIN THE DATE OF APPROVAL CIVIL ENGINEERS & LANDUR YOR , INC 10050—ATH STREET, RANCHO CUCAMONGA, CA 91730 DRAWN �° SCALE:1,a CARRIED1 HEREON AND IDILIGENT (909) 960-1211 J.N. 04-049 CAT � L, I. 20' '(ENGINEER I I REVISIONS T �ro DESIGNEDDATE: w G THEM INTO IT CONDITIONS EBB _.. / STANDARDS I 1 ® LOUI GUTIERRE R.C.E. 28501 EXP. ;x/31 /'0 CHECKED BY: LTG :. A D BY, TY I .. R. . DATE. DRAWNG NO.® 1 1