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Home My WebLink About3635-1U 0 N C) 0 CL 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 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 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. i1. 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 MAN 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. i 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS 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 CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHAT NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. HE CONTRACTOR SHALL MAINTAIN ACCESS FOR LDCAL 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 BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE Cm 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. D O _ DIAL TWO WORKING BEFORE DAYS BEFORE YIIU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER 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 C'JRB AT THE LOCATION OF THE SEWER LATERA.. 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 SWILL 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 PROVIDF RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF F01111TAlNNAp [IIIA TPY NOT27CATIM LST CITY OF FONTANA S.B.C. INC. ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE BEGIN CURVE REDLANDS, CA 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ECR ONTARIO, CA 91761 SO CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE MIDDLE OF CURVE RIALTO, CA 92376 VERIZON 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA 91766 909357-6505 - DISTRIBUTION (800) 422-4133 800 422-4133 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE (909) 463-9580 FONTANA CA 92235 (909) 822-2201 FAX: (909) 823-5046 a, 1 r .: _1.1� :r: �.Ur.� tr kl rt1' : •ltt;:y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WER€ 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 UILITY 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 . EMUTHOB® CHARM AND USE& 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. RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has M verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions c ay tncorporalod herein as a result DATE REV. I REVISION DESCRIPTION I DATE I €NGR.I CITY I DATE 73.0 CITY OF FONTANA TRACT N0. 16271 STREET IMPROVEMENT PLANS Ir IFEM®RIFICOOMD UMIAVIT ISSIVIS o W 1R41n1 _n'U_0U r.B LEGEPIR INDICATES PROPOSED A.C. PAVEMENT ® INDICATES REMOVE EXISTINC A.C. PAVEMENT ® INDICATES OVERLAY EXISTING A.C.PAVEMENT - - - INDICATES CENTERLINE --- INDICATES RIGHT-OF-WAY LINE INDICATES EXISTING IMPROVEMENTS - {13001- INDICATES EXISTING CONTOUR UNE 1- STREET LIGHTS DIRECTION OF FLOW 1�F,,\ DETAIL NO. INDICATES LOCATION OF CATCH BASIN DETAIL �J SHEET NO. It- ARE HYDRANT umm MAP SCALE: 1'=80' R/W FUTU FU CB CATCH BASIN TC TOP OF CURB FL FLOW LINE FS FINISH SURFACE R/W RIGHT OF WAY EC END CURVE BVC BEGIN VERTICAL CURVE BC BEGIN CURVE EVC END VERTICAL CURVE BCR BEGIN CURB RETURN LOW POINT ECR END CURB RETURN LOC !I MOC MIDDLE OF CURVE LEGEPIR INDICATES PROPOSED A.C. PAVEMENT ® INDICATES REMOVE EXISTINC A.C. PAVEMENT ® INDICATES OVERLAY EXISTING A.C.PAVEMENT - - - INDICATES CENTERLINE --- INDICATES RIGHT-OF-WAY LINE INDICATES EXISTING IMPROVEMENTS - {13001- INDICATES EXISTING CONTOUR UNE 1- STREET LIGHTS DIRECTION OF FLOW 1�F,,\ DETAIL NO. INDICATES LOCATION OF CATCH BASIN DETAIL �J SHEET NO. It- ARE HYDRANT umm MAP SCALE: 1'=80' R/W FUTU FU CB CATCH BASIN TC TOP OF CURB FL FLOW LINE FS FINISH SURFACE R/W RIGHT OF WAY EC END CURVE BVC BEGIN VERTICAL CURVE BC BEGIN CURVE EVC END VERTICAL CURVE BCR BEGIN CURB RETURN LOW POINT ECR END CURB RETURN LOC LENGTH OF CURVE MOC MIDDLE OF CURVE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON ANI) CARRIFD FORTH IN A DILIGENT MANNER, THE C_rrY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEN INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT C" A R/W S C&G rulun� A.C. PAVEMENT TYPICAL SECTION ETY R/W FUTURE BEENCH AVENUE R/W TMID E i 64' i 32' 1 32' I 20' 1 20' 1 12' 1 t I, )EWALK 00I t t 2% --_-- --_--VARIES -- BASIS OF BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. PREPARED FOR: The Stratham Group 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext226 (949) 833-7853 BENCHMARK CITY OF FONTANA BENCHMARK NO. 360 A NAIL IN POLE NO. 1563704E AT THE SOUTHWEST CORNER OF LIME AVENUE AND BASELINE AVENUE. MATOtt 1376.03 TYPICAL SECTION SULTANA AVENUE NTS TWO Prepared By: ALLARD ENGINEERING Civet Engineering - Lend Sly ying - Land Planning 8253 Sierra Avenue Fontana, Califomia 9�5 =356-1815 Fax (909) 356-1795 q• S -OS David 5, Hammer, A.C.E. 43976 Data (expires G'30,2005) S'LY R/W i 1 1L' i D0.5' t I .o, r 18' q M1 TYPICAL SECTION GARFIELD DRIVE NTS TI=5.5 VICJ s s x" NiS 30' N'LY R f W t 12' t tI IT i 0.5' ----�'T LOCATION CONSTRUCTION NOTES ESTIMATE OF QUANfiITIES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) 490 TONS CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 1,101 LF 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN _ 4,014 SF 4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS NOTED OTHERWISE _ 3,806 SF 5 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 2 EA 6 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 2 (WIDTH AS SHOWN ON PLAN) 1 EA CONSTRUCT LOCAL DEPRESSION PER A.P.WA STD. DWG. NO. 313-1, AS SHOWN ON SHF 2 (CASE AS SHOWN ON PLAN) 1 EA toINSTALL 5800 LUMEN HPSV (70 WATT; 1117) LUMINAIRE PER CITY STD. 11016 3 EA INSTALL STOP SIGN, PANT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTZANS SIDS. _ I EA INSTALL STREET SIGN PER CITY STD. DWC. NO. 139 1 EA REMOVE EXISTING BARRICADE 1 EA Air 1TTLE SHEET SHEET 1 GARFIELD DRIVE SHEET 2 DETAILS, BEECH AVE. AND SULTANA AVENUE SHEET 3 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWNTRACT NO. 16271 SCALE. AS NOTED DESIGNED BY -DATE: deo SHEET SEPTEMBER, 2004 CHECKED BY: APPWVED DRAWING NO.: MI CITY ENGINEER R.C.E. 51152 S Filename: M:\dwg\12908\16271-18fots\street-18lots\16271\16271-STOI.dwg