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Home My WebLink About5504-1GENERAL 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 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 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. 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. 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 CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALL$, AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING 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. 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 811 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED Tb; ,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 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 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 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 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. r 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 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 THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CITY OF FONTANA JUNIPER AVENUE AND FOOTHILL BOULEVARD STREET IMPROVEMENT PLAN PROJECT SITE VICINITY MAP NOT TO SCALE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 1 a CONT. GENERAL NOTES: 53 LF STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE REMOVE EXISTING PCC SIDEWALK. 400 SF 1 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. N/A Highland Ave AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE CONSTRUCT A.0 PAVEMENT 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME 8" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. Walnut St OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. EX. SANITARY SEWER MANHOLE OCONSTRUCT CURB RAMP PER DETAIL "1" OVER 12" MIN 95% COMPACTED NATIVE 1 EA 32. Baseline 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH CONSTRUCT CURB RAMP PER DETAIL "2" OVER 12" MIN 95% COMPACTED NATIVE PER SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 5 Ave 1 EA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 5 TON Miller Ave CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 95% COMPACTED PAVING CONTRACTOR UPON COMPLETION OF PAVING. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, REMOVE PORTION OF LOCAL DEPRESSION AND CONSTRUCT PCC LOCAL DEPRESSION PER INSPECTED AND APPROVED. (D15CITY AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING a� >> CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY > OF STREETS. > a� Q 30. QQ 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO 11 > Q o PEDESTRIAN PUSH BUTTON AND POST PER CALTRANS STANDARD PLAN to c (D 2 EA co PROTECT POLE IN PLACE AND ADJUST HEIGHT OF PUSH BUTTON TO ENSURE IT °D E 13 0 =3 a) GPROTECT � i N C cu cu N/A - p U EX. STREET SIGN in 2 a_ REMOVE WALL Foothill Olvd - EXISTING CURB & GUTTER •'j REMOVE TREES/LANDSCAPE PROJECT SITE VICINITY MAP NOT TO SCALE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 1 a CONT. GENERAL NOTES: 53 LF STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE REMOVE EXISTING PCC SIDEWALK. 400 SF OREMOVAL TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. N/A ~ EX. TREES/LANDSCAPE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE CONSTRUCT A.0 PAVEMENT 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME 8" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. EX. SANITARY SEWER MANHOLE OCONSTRUCT CURB RAMP PER DETAIL "1" OVER 12" MIN 95% COMPACTED NATIVE 1 EA 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH CONSTRUCT CURB RAMP PER DETAIL "2" OVER 12" MIN 95% COMPACTED NATIVE PER SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 5 EXISTING CONCRETE. 1 EA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 5 TON A SEWER -LATERAL. CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 95% COMPACTED PAVING CONTRACTOR UPON COMPLETION OF PAVING. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, REMOVE PORTION OF LOCAL DEPRESSION AND CONSTRUCT PCC LOCAL DEPRESSION PER INSPECTED AND APPROVED. (D15CITY AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY OF STREETS. 200 SF THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO 11 ADJUST EXISTING PULLBOX. 2 EA SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE • YOU DIG! • CALL AT LEAST TWO WORKING DAYS Know what's below. BEFORE YOU DIG Call before you dig. 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 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. DATUM STATEMENT ASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF JUNIPER AVENUE HAVING A BEARING OF N 0'04'30" E, AS SHOWN ON PARCEL MAP 2134, RECORDED IN BOOK 18, PAGE 1 OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. VERTICAL CONTRO "ELEVATIONS SHOWN HEREON ARE IN TERMS WITH THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARK IN THE CITY OF FONTANA" BENCHMARK NO. ELEVATION 264 1321.02' THE RIGHT OF WAY SHOWN IS BASED UPON AVAILABLE COUNTY ASSESSOR'S MAP INFORMATION. THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 2/13/16 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA OQROFESS/O/,� _ '' KOA CORpomnON \NG G (-1 1 Fti PLANNING & ENGINEERING c� W 3190 C Shelby Street No. 75793 '° Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 # EXP. 6/30/18 ,� BENCH MARK: B.M. NO. 264 ELEVATION= 1,321.02 ciwu �P OF CDESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO. AL�F 264 BEING AN "X' IN THE WEST END OF THE SWCR OF JUNIPER AVE AND PAINE STREET. CONSTRUCTION NOTES AND QUANTITIES QTY 1 a REMOVE EXISTING PCC CURB. 53 LF 1 b REMOVE EXISTING PCC SIDEWALK. 400 SF OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE N/A ~ EX. TREES/LANDSCAPE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE CONSTRUCT A.0 PAVEMENT DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. OCONSTRUCT 8" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA 53 LF STANDARD PLAN NO. 1000. VARY CURB TO MATCH NEW CURB RAMP. EX. SANITARY SEWER MANHOLE OCONSTRUCT CURB RAMP PER DETAIL "1" OVER 12" MIN 95% COMPACTED NATIVE 1 EA PER MODIFIED CITY OF FONTANA STANDARD PLAN NO 1004. EX. WATER METER - CONSTRUCT CURB RAMP PER DETAIL "2" OVER 12" MIN 95% COMPACTED NATIVE PER 5 MODIFIED APWA STANDARD PLAN NO 111-5 CASE A TYPE 2. 1 EA 6 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 125 SF SUBGRADE PER CITY STD. 401 5 TON CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 95% COMPACTED (D50NATIVE PER CITY OF FONTANA STANDARD PLAN NO.1006. SF ------------------------------------------------------- REMOVE PORTION OF LOCAL DEPRESSION AND CONSTRUCT PCC LOCAL DEPRESSION PER (D15CITY OF FONTANA STANDARD 3003. (CASE B) SF OPROTECT IN PLACE. N/A GRIND 0.1' MIN. OF EXISTING AC PAVEMENT AND OVERLAY 0.1' MIN. OF AC 200 SF 10 PAVEMENT PER DETAIL "3" 1.5 TON TRAFFIC SIGNAL NOTES AND QUANTITIES 11 ADJUST EXISTING PULLBOX. 2 EA PEDESTRIAN PUSH BUTTON AND POST PER CALTRANS STANDARD PLAN OINSTALL 12 ES -7A, DETAIL B. 2 EA FENCE PROTECT POLE IN PLACE AND ADJUST HEIGHT OF PUSH BUTTON TO ENSURE IT ;} 13 0 IS 42" ABOVE FINISHED GROUND. 1 EA GPROTECT EXISTING POLE AND REMOVE PEDESTRIAN PUSH BUTTON. 1 EA aPROTECT EXISTING TRAFFIC SIGNAL EQUIPMENT IN PLACE N/A LEGEND: CONSTRUCT P.C.C. SIDEWALK ~ EX. TREES/LANDSCAPE CONSTRUCT A.0 PAVEMENT r EX. STREET LIGHT 171 7_7 PROPOSED GRIND AND OVERLAY EX. SANITARY SEWER MANHOLE a) EX. WATER METER - EXISTING CENTERLINE - - EXISTING RIGHT-OF-WAY it EX. SEWER METER EXISTING SIDEWALK 0 EX. WATER VALVE ------------------------------------------------------- REMOVE EXISTING SIDEWALK m EX. MAILBOX PROPOSED SIDEWALK --------- - x ------- = - EXISTING CHAIN LINK FENCE EX. FIRE HYDRANT X x REMOVE EXISTING CHAIN LINK FENCE ;} EX. POWER POLE x -x- PROPOSED CHAIN LINK FENCE C EX. STREET SIGN - - EXISTING WALL REMOVE WALL - EXISTING CURB & GUTTER •'j REMOVE TREES/LANDSCAPE PROPOSED CURB & GUTTER REMOVE STREET LIGHT --- - - ---- EXISTING GAS LINE REMOVE POWER POLE EXISTING WATER LINE EXISTING SEWER '? REMOVE TELEPHONE PEDESTAL ----- 4-;i ---- EXISTING OVERHEAD LINE m REMOVE MAIL BOX - -- - -- .-.. - -- - EXISTING STORM DRAIN LINE ® PROPOSED MAIL BOX ---- ---- EXISTING TELEPHONE LINE 61 PROPOSED STREET SIGN LEGEND: ®-F-- PROPOSED SIGNAL EQUIPMENT OPROPOSED TYPE E LOOP PROPOSED TYPE D LOOP -�-',-_ -- EXISTING SIGNAL EQUIPMENT INDEX OF SHEETS= EXISTING TYPE E LOOP SHEET 1 -TITLE SHEET SHEET 2 -STREET IMPROVEMENT PLAN ,171SHEET 3 -TRAFFIC SIGNAL PLAN V' '' EXISTING TYPE D LOOP 'f L J Prepared Under The Supervision Of : DRAWN BY: DESIGNED BY: DATE: Ups Q ./s CHECKED BY: ;UA R.C.E. 75793 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN JUNI;ERAVENUE SCALE: D As Noted DATE: FOOT OULEVARD A;ITYE D DRAWING NO.: 1 DATE T • 6s - l(0 5504 3 NGIN R R.C.E. 51152