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Home My WebLink About4511-1GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLAINS, 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 IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN TME "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESMUTION. 3. ALL MATERIALS AND MET+iODS 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 T+4E 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. 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, 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CA�JFORNIA :STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES AF ALL EXCA,VA11ONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GRWND OR OTHER APPRO MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF OAURORNIA- 7NCHU LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUN WNT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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. 11. 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. 12. 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. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXEPT 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 CONSTRUC11ON 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 IN 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVES AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-6632 PACIFIC BELL CO. ATTN: NORMA GUILLOT 1265 N. VAN BUREN STREET SUITE 180 ANAHEIM, CA. 92807 (714) 666-5401 84-25 T,OKAY AVENUE A.P.N. 0232-112-45 - INDICATES DIRECTION OF DRAINAGE FLOW SO. CALIFORNIA GAS COMPANY ATTN: GREG GASPAR 6231 VALLEY BLVD. FONTANA, CA 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE, ONTARIO, CA. 91761 (909) 390-4738 BASIS OF BEARING: THE BEARING ON THE CENTERLINE OF TOKAY AVENUE, BEING N 00'02'39" E PER R.S. 42/75, WAS USED AS THE BASIS OF BEARING FOR THIS MAP. NTRACTOR'S RESPONSIBILITY FOR SAFETY: SITE MAP SCALE: 1 "=30' SO. CALIFORNIA EDISON COMPANY CRAWFORD CANYON MUTUAL WATER CO. 7951 REDWOOD AVE., ATTN: BASIL J. FABRIZIO FONTANA, CA. 92335 (909) 463-9580 (909) 820-5598- UNDERGROUND (909) 875-5100- TRANSMISSIONS (213) 637-1233- PIPELINES (909) 357-6233- DISTRIBUTION VERIZON FONTANA WATER COMPANY ATTN: STEVE HOCK ATTN: MICHAEL J. McGRAW 1400 E. PHILLIPS BLVD. 8840 NUEVO AVENUE POMONA, CA. 91766 FONTANA, CA. 92335 (909) 469-6327 (909) 822-2201 FAX (909) 823-5046 IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF FONTANA. PRIVATE ENGINEERS NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. NOTE: WEST SAN BERNANDINO WATER CO. ATTN: LON TSAI 855 W. BASELINE ROAD RIALTO, CA. 92377 QUANTITY ESTIMATES ARE PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. to Q W J I FOOTHILL BLVD. _W W, -1 MERRaLL AVENUE VICINITY MAP NO SCALE _D) z z TE W j 61 CONSTRUCT 8" CURB & 18" GUTTER PER CITY ST'D PLAN NO. 1003 Q LF 20 ARROW ROUTE 138 SF PER CITY STD. PLAN NO. 1002 4 Q > CONSTRUCT 4" MIN. ASPHALT CONCRETE PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE J CL � Q SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. p � Q 0 ® GRIND MIN, 0,10' EX. A.C. PAVING, OVERLAY WITH MIN, 0.10' A.C. PAVING. SEE TYPICAL SECTION ON SHEET 1. 320 SF -1 MERRaLL AVENUE VICINITY MAP NO SCALE T.I.=5.0, TOAAY AVENUETYP ICL SECTI 0A' NO SCALE CONSTRUCTION NOTES ESTIMATED QUANTITIES O CONSTRUCT 8" CURB & 18" GUTTER PER CITY ST'D PLAN NO. 1003 65 LF 20 CONSTRUCT 20' WIDE x 8" THICK P.C.C. RESIDENTIAL DRIVEWAY, X=4' 138 SF PER CITY STD. PLAN NO. 1002 30 CONSTRUCT 4" MIN. ASPHALT CONCRETE PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE 114 SF 4G SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 468 SF ® GRIND MIN, 0,10' EX. A.C. PAVING, OVERLAY WITH MIN, 0.10' A.C. PAVING. SEE TYPICAL SECTION ON SHEET 1. 320 SF 60 INSTALL 2X4 REDWOOD HEADER. 35 LF 70 CONSTRUCT SIDEWALK PER CITY STD PLAN NO. 1006, P=12', S=5'. 325 SF 80 CONSTRUCT 8" A.C. DIKE PER CITY STD PLAN 1007. 7 LF O9 INSTALL FLEXIBLE DELINEATOR PER CITY STD. TYPE Q. 3 EA 10 PAVE AREA BETWEEN EXISTING CURB AND GUTTER AND A.C. BERM PER DETAIL ON SHEET 2. 11 SF EAST R 34' 22' 12' L2' 19.5' 2.5' 6.5' 5' X0.5' EX. i FROWN 3' 1' 14 2'f 'fEP 5 2.0% 4 �° `'\ F 2:1 MAX. �� SLOPE / f _ 2.09' / - - •`\ \... EXISTING GROUND EXISTING •:;�ay:;:,,� 7 PAVEMENT T.I.=5.0, TOAAY AVENUETYP ICL SECTI 0A' NO SCALE