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Home My WebLink About4203-1GENERAL 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 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. 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 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 DMSION OF INDUSTRIAL SAFETY. 8. THE WALLS 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 FOR GROUND MOVEMENT EXISTS. 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 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 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. TIMES. 33. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML 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. 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 WRI I I LN 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. 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CDC DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG TOLL FREE `"" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 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. CM' OF FONTANA, UTILITY NOTIFICATION UST CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (909) 335-7547 EMERGENCIES: (800) 427-2200 SO. CALIF. EDISON COMPANY 300 N. PEPPER AVENUE RIALTO, CA 92376 909 909 909 213 800 820-5598 - UNDERGROUND 875-5100 - TRANSMISSION 637-1233 - PIPELINES 357-6505 - DISTRIBUTION 422-4133 ADELPHIA 1500 S. AUTO CENTER DRIVE ONTARIO, CA 91761 (714) 666-5500 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 S.B.C. INC. 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5500 UNDERGROUND SERVICE ALERT (800) 422-4133 COMCAST ( CABLE TV ) 1205 DUPONT AVE. ONTARIO, CA 91761 (909) 390-4738 VERIZON 1400 E. PHILIPS BLVD. ONTARIO, CA 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA CA 92235 (909) 822-2201 FAX: (909) 823-5046 LEGEND: INDICATES PROPOSED A.C. PAVEMENT - INDICATES CENTERLINE -- - - -- INDICATES RIGHT-OF-WAY LINE - - - -- INDICATES EXISTING IMPROVEMENTS ---(1300)--_ INDICATES EXISTING CONTOUR LINE L.U.A. L.O.C. L.O.S. STREET LIGHTS DIRECTION OF FLOW LIMITED USE AREA LENGTH ON CURVE LINE OF SIGHT DETAIL NO. SHEET NO. CIFFi A , T ACT °w. NO. 17884 STREET I PROVEME T PLANS Ss -4- 1 111 LOS CEDROS AV CERRITOS CT SCOTT DR WALNUT AV CASCADE DR W NCHESTER DR) CHASE ROAD VICINITY MAP NTS j U PROJECT LOCATION THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT SMIN) OVER 12" OF 95% COMPACTED NATIVE SOIL 11 12 13 Oa MO 1•0 OMINNOOMPLIMMINED OM. MO PRIVATE ENGINEER'S NOTICE TO CONTRACTOR.. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGS AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. REVISION DESCRIPTION DATE 1 ENGR. CITY DATE / R6ca(1) 4.�)/1vG 4/6/ f- .1-/ WALNUT �1r• 14 Zytil 11•110 as ._L_1 := 60' / 30' i 30' R/W -1 ■-f R/W TYPICAL SECTION SHORT LOCAL - 60' R/W PART OF TAHOE WAY, SAN BRUNO COURT, SAN MATEO COURT AND SAN RAFAEL COURT NTS TI=5.5 64' R/W 32' 32' 12' 5' ___.' t 0.5' 2% SHOULD CONSTRUCTION OF 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 TYPICAL SECTION LOCAL STREET - 64' ps. PART OF TAHOE WAY AND SAN LEANDRO DRIVE NTS TI=5.s 6_ d E ILY/Pil I II ill INDEX MAP SCALE 1"=100' - 1 I 1AD L4 I R/W .111. AMMO 02111-14.11-110 68' � I � rt II t II IIIIt I 11 I II ,Mill: R/W OM en. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89'58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. PREPARED FOR: YH CITRUS LLC 10370 TRADEMARK STREET RANCHO CUCAMONGA, CALIFORNIA 91730 0 FAX2917 9 (909) 9 67630 ORIGINAL BENCHMARK CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01, SINCE DESTROYED SITE BENCHMARK SW CORNER, SEC. 31, T. i N., R.5W., S. BM. -2" I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. ELEVATION 1395.16 SOUTH R/W t� TYPICAL SECTION COLLECTOR STREET • 68' RAW CLEAR LAKE WAY NTS 11=6.5 EXISTING IMPROVEMENTS 86' (80') NORTH R/W 0.1 43' (37') 18' (10') 6' 25' (27') 25' (27') 18' (16') ELI I t _ 11,3 Li 43' 10' TYPICAL SECTION MODIFIED COLLECTOR STREET - 86' (80') R/W WALNUT AVENUE NTS Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 jSOG) 356-1815 David S. Hammer, A.C.E. 43976 (expires 6/30/2007) Date (SEE GENERAL NOTE 31 & 32 ESTIMATE OF QUANTITIES 3410 TONS CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH & TYPE AS SHOWN ON PLAN CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE AS SHOWN ON PLAN) CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 (WIDTH AS' SHOWN ON PLAN) 150 TONS 4,690 IF 3,400 SF 27,892 SF 8 EA 7,897 SF 4 EA 4 EA INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 9 EA INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 6 EA INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 8 EA ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 15 EA R/W EXISTING IMPROVEMENTS R/W 104' 52' 52' 12' 40' 40' 12' 0) No. 43976 Exp. 6/30/07 rh L 1. I Ij- -"' ``"_`i I TYPICAL SECTION PRIMARY HIGHWAY - 104' R/W CITRUS AVENUE NTS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: AE DESIGNED BY: ML .�- CHECKED BY: APProVED itref ml J.M. TRACT NO.17884 TI , E SHEET -"DATE: CITY E GINEER R.C.E. 51152 SCALE: AS NOTED DATE: AUGUST 2006 DRAWING NO.: 4203 Filename: M:\dwg\ 15935\FINAL DESIGN\STREETS\ 1 7884-STOI.dwg