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Home My WebLink About5023-1OHM 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS I. ALL WORK SWILL BE IN ACCORDANCE WITH THESE PLANS, THE Ste- BE APPROVED AT THE TIME OF CONSTRUCTION AND SWILL CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, AND STANDARDS SWILL BE THE LATEST EDITION UNLESS OTHERWISE COLOR AND FINISH TO MATCH EXISTING CONCRETE. NOTED. AVENUE BASELINE ILLER 27. THE SEWER CONTRACTOR SWILL STAMP AN "S" IN THE FACE OF 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT THE CURB AT THE LOCATION OF THE SEWER LATERAL. DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO COU PRECEDENCE PROVISIONS MI THE "GREEN BOOK", THE CONTRACTOR 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING SWILL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. FOR RESOLUTION. 29. ALL UNDERGROUND UTILITIES SWILL BE INSTALLED, TESTED AND 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE APPROVED PRIOR TO PAVING OF STREETS. CITY ENGINEER. BOULEVARD 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF PAVEMENT PRIOR TO PLACEMENT. FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING ARROW DIVISION PRIOR TO THE START OF ANY WORK. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT INSPECTION COORDINATION SHALL BE REQUESTED At LEAST TWO TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED WORKING DAYS PRIOR r0 THE START OF ANY WORK IN PUBLIC BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL 5. THE CONTRACTOR SWILL CONFORM TO ALL TRAFFIC CONTROL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN SWILL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. UPON COMPLETION OF PAVING. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. CONTROL. DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, FEET IN DEPTH SWILL BE GUARDED BY SHORING, SLOPING OF THE SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION GROUND OR OTHER APPROVED MEANS PURSUANT r0 THE REQUIREMENTS TO THE SATISFACTION F THE CITY ENGINEER. F THE DIVISION F INDUSTRIAL SAFETY F THE STATE F CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SWILL ALSO F GUARDED WHEN 36. AS -BUILT DRAWINGS SWILL F PROVIDED BY THE CONTRACTOR TO THE POTENTIAL FOR GROUND MOVEMENT EXISTS. THE ENGINEER F RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. (W OF FONMNA. UNITY NOTFiG MN LIST 10. THE LOCATIONS F UTILITIES SHOWN HAVE BEEN DETERMINED FROM CITY F FONTANA AT&T AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 F THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 LOCATION AND ELEVATION F ANY EXISTING UTILITIES, AND TO (909) 350-6632 (714) 963-7964 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT CALIF.L S0. GAS COMPAIN'r SPRINT SPRINT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1881 1981REDLW. EUGONIC AVE G DUPONTNT DR DR S, 92374 IRVINE, CA 12 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL (909) 335-7967 (800) 659-9698 UTILITY COMPANIES INCLUDING, SIT NOT LIMITED TO, GAS, EMERGENCIES: (800) 427-2200 TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, TIME WARNER CABLE LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, CENTER SC. CALIF. EDISON COMPANY 1500 AUTO CENTER DR SC. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY ONTARIO, N. PEPPER AVE ONTARIO, CA IAL 9. CA 917619 RIALTO, CA COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 92376 WORK AROUND THEIR FACILITIES. 820-5598 - UNDERGROUND SUNESYS, LLC 909 875-5100 - TRANSMISSION ST X106 12. THE CONTRACTOR SWILL NOT OPERATE ANY FIRE HYDRANT OR WATER 213 637-1233 - PIPELINES OR A, CORONA, CA 92881 81 MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 357-6505 - DISTRIBUTION (951) 278-0400 CONTRACTOR SWILL COORDINATE WITH THE APPROPRIATE WATER UNDERGROUND SERVICE ALERT COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. (800) 422-4133 13. CURVE DATA REFERS TO THE FACE F CURB. FONTANA WATER COMPANY 8440 NUEVO AVE 14. STATIONING REFERS TO THE CENTERLINE F STREETS EXCEPT FONTANA, CA 92335 WHERE OTHERWISE NOTED. (909) 822-2201 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL F SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK MATE LA 'S NOTICE TO CONIRAETO� TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION F BENCHMARKS AND CONSTRUCTION THE EXISTENCE AND LOCATION F ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES CONTROL STAKING DURING CONSTRUCTION. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH F THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SWILL F CONFIRMED BY THE CONTRACTOR, 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE F THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER THE CITY ENGINEER. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 17. REMOVAL AND REPLACEMENT F EXISTING SURVEY CONTROL, INCLUDING CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SWILL BE DONE CONSTRUCTION PRACTICES, HE WILL F REQUIRED TO ASSUME BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE SURVEY MONUMENTS THAT WILL F DESTROYED AS A RESULT F F CONSTRUCTION F THE PROJECT, INCLUDING THE SAFETY F ALL PERSONS AND THIS CONSTRUCTION SWILL BE REPLACED. THE CONTRACTOR SWILL. PROPERTY. THIS REQUIREMENT SHALL F MADE TO APPLY CONTINUOUSLY AND NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO NOT .BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY REPLACEMENT F THE MONUMENT. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 18. THE CONTRACTOR SWILL MAINTAIN ACCESS FOR LOCAL RESIDENTS F THE DESIGN PROFESSIONAL AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT UNE SHALL GIANIM BE MAINTAINED AT ALL TSS IN THE CONSTRUCTION AREA FOR AM RESIDENTS AND EMERGENCY VEHICLES. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE FOR, UNAUTHORIZED CHANGES TO OR USES F THESE PLANS. ALL CHANGES TO THE PUNS MUST BE IN WRITING AND MUST BE APPROVED BY THE PRF °ARER F THESE PLANS. MEANS F DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED O PROPOSED A.C. PAVEMENT WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, ROM EXISTING A.C. PAVEMENT SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY OVERLAY EXISTING A.C. PAVEMENT ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL ® REMOVE EXISTING CONCRETE 22. NO TRENCH BACKFILL SHALL TAKE PUCE WITHOUT PRIOR APPROVAL - - - CENTERLINE F THE CITY INSPECTOR. - - - - RIGHT-OF-WAY UNE 23. A GEOTECHNICAL ENGINEER SWILL CERTIFY ALL BACKFILL COMPACTION. - - - - EXISTING IMPROVEMENTS FAILURE TO OBTAIN THE REQUIRED DENSITY SWILL REQUIRE EXISTING CONTOUR UNE REWORKING F THAT PORTION F THE WORK UNTIL THE SPECIFIED 0-0 STREET LIGHTS DENSITY IS OBTAINED. DIRECTION F FLOW 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES L.U.A. LIMITED USE AREA FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION F THE LO.C. LENGTH ON CURVE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE L.O.S. LINE F SIGHT SWALES ENTERING OR LEAVING IMPROVEMENTS. s 5 DETAIL NO. - 1 SHEET NO. : REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA TRACT N0. -17885 OFFS -ITE STREET IMPROVEMENT PLANS INDEX SCALE 1=200' AC PAVEMENT OVERLAY (MIN. 0.10' THICKNESS) PROPO,,1 5 0.10' MIN. AC PA NT MIN. MIN. GRIND EXIST. SAWCUT AND REMOVE EXISTING AC PAVEMENT EXISTING AC PAVEMENT AC PAVEMENT (MIN. 0' THICKNESS) .0 TYPICAL PAVEA�IENT N DETAIL Nor ro scALE YOU DIG \\Y❑U DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DRIGM MANNER, THIF CITY DKRM NMY REQUIRE REVISIONS TO THE PLANS TO BROC THEM INTO COWORMANCE WITH CONDITIONS AND STANDARDS IN O fa BASIS OF BEARINGS: BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00`01'12" W ORIGINAL BENCHMARK (SINCE DESTROYED) CITY OF FONTANA BENCHMARK NO. 361 RAILROAD PREPARED FOR: SPIKE IN NORTH FACE OF POWER POLE NO. 153669E AT THE S.W. CORNER F SULTANA LENNAR HOMES AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 980 MONTECITO DRIVE, SUITE 302 SITE BENCHMARK CORONA, CA 92879 SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (951) 817-3545 " 1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED FAX (951) 817-3650 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. AND 131' WEST OF CENTERLINE OF LIME AVENUE. ADOW RFVATK)Pt .] 10' PROJECT LOCATION VICINITY MAP NTS THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES ESTIMATE QE QUANTITIES (D -CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 do 32) � 44,828 SF/1250 TONS CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 - 2,087 LF 3� CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 2,836 SF/3 EA 40-- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH do TYPE AS SHOWN ON 8.715 SF PLAN 5�- CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 2,933 SF/6 EA 6o- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' 1 EA a7 -- SAW CUT AND REMOVE EXISTING CONCRETE 180 SF INSTALL 9500 LUMEN HPSV (100 WATT; 1 10) LUMINAIRE PER CITY STD. PLAN NO. 404 8 EA ADJUST WATER VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000 2 EA 10 CONSTRUCT 6" GUNITE SWALE PER DETAIL ON SHEET 2 70' if/480 SF 11 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN NO. 2000 6 EA 12 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 9,179 SF 13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN HERE ON 10,248 SF R/W 32' 25' EXISTING R/W TYPICAL SECTION LIME AVENUE STA 12#59.68 TO STA 14#50.00 NTS i R/W 10' I EXISTING STREET IMPROVEMENTS RSM PER CITY DWG NO. 1266 I 20' 12' 5 c I 5' LEVEL UNE % __ - ---- fi-r--- - __ i,al �-J TYPICAL SECTION LANE AVENUE STA 14+50.00 TO 1545M 21#60.00 TO 23#MOO & 23+8M TO 31#09.52 NTS D /w TYPICAL SECTION LIME AVENUE STA 15+50.00 TO 21#60.00 & 23+00.00 TO 23#8800 NTS Prepared By: ALLARD ENGINEERING ICivil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 434-1820 . (2�j q i(y-l� Raymond J. Allard, R.C.E. 36052 Date (expires 6/30/2014) ,OoQ� �O Np q� DRAWN BY. w No. 36052 rn RRA/HMG o+ Exp. 6/30/14 DESIGNED BY: RRA s�9 C I V I �' '�� CHECKED BY: OF CAI.\F RJA CITY OF FONTANA, CALIFORNIA E OFFSITE STREET IMPROVEMENT PLAN _ TRACT NO. 17885 SCALE: LIME AVENUE As NOTED SHEET DATE.Lo September, 2013 AP OVED B , r0 DRAWING NO.: 1 E DATE: CITY ENGINEER R.C.E. 51152 5023 6 g AVENUE WALNUT AVENUE BASELINE ILLER AVENUE COU FOOTHILL BOULEVARD ARROW ,UU� s BOULEVARD VICINITY MAP NTS THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES ESTIMATE QE QUANTITIES (D -CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 do 32) � 44,828 SF/1250 TONS CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 - 2,087 LF 3� CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 2,836 SF/3 EA 40-- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH do TYPE AS SHOWN ON 8.715 SF PLAN 5�- CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 2,933 SF/6 EA 6o- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' 1 EA a7 -- SAW CUT AND REMOVE EXISTING CONCRETE 180 SF INSTALL 9500 LUMEN HPSV (100 WATT; 1 10) LUMINAIRE PER CITY STD. PLAN NO. 404 8 EA ADJUST WATER VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000 2 EA 10 CONSTRUCT 6" GUNITE SWALE PER DETAIL ON SHEET 2 70' if/480 SF 11 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN NO. 2000 6 EA 12 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 9,179 SF 13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN HERE ON 10,248 SF R/W 32' 25' EXISTING R/W TYPICAL SECTION LIME AVENUE STA 12#59.68 TO STA 14#50.00 NTS i R/W 10' I EXISTING STREET IMPROVEMENTS RSM PER CITY DWG NO. 1266 I 20' 12' 5 c I 5' LEVEL UNE % __ - ---- fi-r--- - __ i,al �-J TYPICAL SECTION LANE AVENUE STA 14+50.00 TO 1545M 21#60.00 TO 23#MOO & 23+8M TO 31#09.52 NTS D /w TYPICAL SECTION LIME AVENUE STA 15+50.00 TO 21#60.00 & 23+00.00 TO 23#8800 NTS Prepared By: ALLARD ENGINEERING ICivil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 434-1820 . (2�j q i(y-l� Raymond J. Allard, R.C.E. 36052 Date (expires 6/30/2014) ,OoQ� �O Np q� DRAWN BY. w No. 36052 rn RRA/HMG o+ Exp. 6/30/14 DESIGNED BY: RRA s�9 C I V I �' '�� CHECKED BY: OF CAI.\F RJA CITY OF FONTANA, CALIFORNIA E OFFSITE STREET IMPROVEMENT PLAN _ TRACT NO. 17885 SCALE: LIME AVENUE As NOTED SHEET DATE.Lo September, 2013 AP OVED B , r0 DRAWING NO.: 1 E DATE: CITY ENGINEER R.C.E. 51152 5023 6 g