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Home My WebLink About5260-1GENERAL 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 PREFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN CONFLICT IS 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. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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 THE PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AAO PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA. MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTTTERMSE DIRECTED BY THE CITY TRAFFIC ENGNEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARACADES, DELINEATORS OR OTHER TRAFFIC CONTROL 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 CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTTER 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 EXIST FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATION 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. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT 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 BENCHMARKS, SHALL BE DONE BY 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 RESIDENCE AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENCE 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 DEPOS17ED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF WORK UN71L 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 ENGNEER MAY REQUIRE TEMPORARY NON ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. Tiff FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAIL. 26. ALL EXPOSED CONCRETE SURFACES SH4LL 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 I:DWORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U71LI71ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILENT 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 ENGNEER 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 AAO 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 ENGNEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGNEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCHMARK: FON-21G ELEV.' 1230.443 PER CSFB 4015/992 PK AT SOUTH EAST OF MERRILL AVE AND PALMETTO AVE. BASIS OF BEARINGS: THE CENTERLINE OF MERRILL AVENUE, TAKEN AS N 89 36' 24" E PER TRACT NO. 8646, MB 124/24 PRIVATE ENGINEERS NOTICE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE 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 THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS 0 S 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 AND THE CIVIL ENGINEER 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 OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY 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 THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. I■�w.7a tl.` AC ASPHALTIC CONCRETE 1D-SAWCUT, REMOVE AND DISPOSE OF EXISTING AC/AB PAVEMENT AB CRUSHED AGGREGATE BASE 320 LF BOR BEGIN CURB RETURN &--GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.12' AC MIN PER DETAIL "A" BVC BEGIN VERTICAL CURVE C/L CENTER LINE O6 -FURNISH AND INSTALL REDWOOD HEADER PER DETAIL "B" ON SHEET 2 ECR END CURB RETURN 12 EA EP EDGE OF PAVEMENT ADDITIONAL INFORMATION EVC END VERTICAL CURVE _ 2 EA FG FINISHED GRADE 11 JOIN AND MATCH EXISTING ADJACENT SURFACE FL FLOW LINE 11 EA FS FINISHED SURFACE N GB GRADE BREAK 197 LF MVC MIDDLE OF VERTICAL CURVE i6 SEE FONTANA WATER COMPANY PLANS FOR DETAILS PCC PORTLAND CONCRETE CEMENT 4 EA PI POINT OF INTERSECTION W P/L PROPERTY LINE 18 EA R/W RIGHT OF WAY W TC TOP OF CURB TYP. TYPICAL (XXX %) INDICATES EXISTING GRADE (XXXX) INDICATES EXISTING ELEVATION i Oi INDICATES CONSTRUCTION NOTE W MERRILL AVE LJJ ----------- INDICATES SCHEDULE 40 PVC IRRIGATION SLEEVE INDICATES DIRECTION OF FLOWLINE INDICATES PCC (CROSS SECTION) INDICATES COLD PLANE GRIND INDICATES AREA OF REMOVAL INDICATES AC PAVEMENT INDICATES PCC SURFACING 44' 321 EX CURB 8 GUTTER L ---F---- r0 2.0% ----i EXIST. R/W I 44' CITY OF FONTANA STREET IMPROVEMENT PLAN FOR ALDER AVENUE AND MERRILL AVENUE SEE SHEET 2 CAL ER1W AiI.E " PROPOSED F offANA 44' r l.>= JURY SCHOOL #2D 32'1 11.5' IF 0.55 1 I VARIES FROM 19' TO 22' z SEE PLAN EX CURB 8 GUTTER 2\ NPK VARIES 4 2.O% `1 25%3 B% ~- -- J t ( ) 2i -------------- - MERRILL AVENUE TYPICAL SECTION 13'1 CITY OF FONTANA FROM STA 10+50.93 TO STA 20+01.67 NOT TO SCALE n=9.0 L EX GROUND - _10------------------------ C/L 32'-f I PROPOSED PON7ANA j5I F' ARY SCHOOL #2D 'r05 MERRILL AVENUE TYPICAL SECTION 0 T OF FONTANA FROM STA 20+48.64 TO STA 21+06.11 NOT TO SCALE n=9.o DC7A?- �OREV. DIAL Two WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE I ENGR. I CITY I DATE INDEX MAP SCALE 1"=100' IN 32'1 C/L EX CURB 8 GUTTER --- ---- ---- - 2.0% ---- - -- - --t ----------- 8 FROM � STA 59+64.13 TO FROM STA 59H62.20 TO STA 62+31.34 IPROPOSED f0NTVi1 FIaNTARY S000L #29 I� 5 STA 60+23.11 ' 2\ MPX ALDER AVENUE TYPICAL SECTION CITY OF FONTANA FROM STA 59+62.20 TO STA 62+31.34 NOT TO SCALE n=9.0 20% UTILITY PURVEYORS WMER FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92335 (909) 822-2201 SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 Gas SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA 92374-9796 (800) 335-7802 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Comulfanf's Seal SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 986-5861 PHONE SBC / ANAHEIM CA, 1265 VAN BUREN STREET ANAHEIM, CA 92807 (714) 666-5415 CA &E TIME WARNER SOUTHERN CALIFORNIA 1500 AUTO CENTER DRIVE ONTARIO, CA. 91761 (909) 975-3342 CONSTRUCTION NOTES SHEET No. 1D-SAWCUT, REMOVE AND DISPOSE OF EXISTING AC/AB PAVEMENT 1712 SF o-SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER 320 LF -SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK 5900 SF &--GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.12' AC MIN PER DETAIL "A" 20181 SF ON SHEET 2 (WIDTH AS INDICATED ON PLANS) OS -ADJUST MANHOLE RIM TO GRADE PER CITY OF FONTANA STANDARD DETAIL 2000 1 EA O6 -FURNISH AND INSTALL REDWOOD HEADER PER DETAIL "B" ON SHEET 2 150 LF -REMOVE AND DISPOSE OF SPECIFIED ITEM 12 EA o -EXISTING POWER POLE TO BE UNDERGROUNDED BY EDISON CREWS, SEE ELECTRICAL PLANS FOR 9 EA ADDITIONAL INFORMATION 0 -REMOVE OR RELOCATE SPECIFIED ITEM PER APPROPRIATE CONSULTANTS PLANS AND SPECIFICATIONS _ 2 EA 10 ABANDON EXISTING WATER SERVICE 0 THE MAIN 7 EA 11 JOIN AND MATCH EXISTING ADJACENT SURFACE 12 PROTECT IN PLACE SPECIFIED ITEM 11 EA 13 CONSTRUCT MINIMUM 6.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE 143 TONS -AC/ PER CITY OF FONTANA STANDARD PLAN NO. 400 3653 SF 14 CONSTRUCT 8" CURB 8 GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 197 LF 15 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1006 12460 SF i6 SEE FONTANA WATER COMPANY PLANS FOR DETAILS DATE 17 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 1002 4 EA 18 FURNISH AND INSTALL STREET TREE PER CITY OF FONTANA STD, PLAN N0. 5033 22 EA 19 INSTALL STREET LIGHT PER STREET LIGHT PLAN 4 EA 20 INSTALL TREE GRATE PER CITY OF FONTANA STD. PLAN NO. 5046 18 EA 21 FURNISH AND INSTALL MIN. 2" SCHEDULE 40 WHITE PVC IRRIGATION SLEEVE 521 LF 22 CONSTRUCT LOCAL DEPRESSION AND CURB OPENING CATCH BASIN W= 3.5' V=5.33' PER CITY OF 1 EA FONTANA STD. PLAN NO. 3003 8 3004 FURNISH AND INSTALL 12" PVC SDR 35 STORM DRAIN PIPE 9 LF 24 FURNISH AND INSTALL UNDER SIDEWALK DRAIN (SIZE 3) PER CITY OF FONTANA STD. PLAN NO. 3001_ 1 EA SHEET INDEX SHEET No. SHEET 717LE 1 T1TLESHEET 2 STREET PLAN AND PROHLE Q ESS o EPIC ENGINEERS 66 J O' � 71 CMLENGOVEERING R NM WIDBURVEYING 8TGN1.IWAT MNUGEMEW '9G1 1 t j SUf1E 146 TELE 909 - 792 - 5969 m REDLANDS, CA 92373 FAX 909 - 792 - 8889 No. C5911a z WEST RIALTO AVE CIVIC PCF ARROW BLVD CAU 5/27/2015 tRoyb.MOLALJG. PE ,x DATE H J i MERRILL AVE U t ¢ o ¢ 0 U Lw ckc R WALL AVE U L ¢ a R a SAN BERNARDINO A P �0 KAISER HOSPITAL VALLEY BLVD 10 F--- Q ESS o EPIC ENGINEERS J O' � 71 CMLENGOVEERING R NM WIDBURVEYING 8TGN1.IWAT MNUGEMEW '9G1 1 101 E. REDLANDS BOULEVARD j SUf1E 146 TELE 909 - 792 - 5969 m REDLANDS, CA 92373 FAX 909 - 792 - 8889 No. C5911a z CIVIC PCF CAU 5/27/2015 tRoyb.MOLALJG. PE ,x DATE VICINITY MAP NOT TO SCALE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY:ACB LDE /MERRILL SCALE:AS SHOWN DESIGNED BY: C E.S.�{ n9 DATE' 5/27/2015 ACB J 71" L7 CHECKED BY: APPROD BY: DRAWING 1 TDM � NO: Of (Y 7Y FN(2NFFR RICARDD SANnnVAI R!`F .511.57 na rF5260 2