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Home My WebLink About4785-1CITY OF FONTANA STREET WROVEMENT 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 CONSTRUCTIONS (-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 CONTRACTORS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS 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 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 CONTRACTORS 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 EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PEM/T FOR THAT PURPOSE. 10. THE LOCATIONS OF UT/LITES SHOWN HAVE BEEN DETERM/NED 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 1-800-277-2600 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 AUTHOR/2AT7ON. 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 GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTRION 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 OR EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LAND 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 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-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 2.7. 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. 33. ALL MANHOLES, CLEAN OUT 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. x U Q F 0 Ld CITY OF FONTANA STREET IMPROVEMENT �L PLAN%.; APN: 0191-274-40 CONSTRUCTION NOTES: Q CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. NO. 1002, W=26' 2� REMOVE AND DISPOSE EXISTING DRIVEWAY APPROACH O3 CONSTRUCT 6- PCC CURB AND GUTTER PER CITY STD. NO. 1000 AT EXISTING DRIVEWAY CUT 0 q CONSTRI.ICT 1//V199 SIng WAI-k PZA/A/ %2i5IZ CITY 5i17. /V 0. 3001, SIZE 0 5 REMOVE ANP Q -PLACE r-YtsrlNc, Fx StPEWALy- AS &IFCES5A0( UTILITY CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EIDSON COMPANY 300 N. PEPPER AVE. RIALTO CA. 92376 UNDERGROUND: (909) 357-6233 TRANSMISSION: (909) 875-5100 PIPELINES: (909) 657-1233 DISTRIBUTION: (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVENUE REDLANDS, CA. 92374 ATT'N. JOHN OATES EMERGENCIES: (800) 427-2200 ENGINEER'S NOTE: WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA. 92335 ATTN: MICHAEL McGRAW (909) 822-2201 FAX (909) 283-5046 GENERAL TELEPHONE COMPANY 1400 E. PHILLIPS RANCH BLVD. ONTARIO, CA. 91766 ATT'N. STEVE HOCK (800) 422-4133 SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-6632 COMCAST CABLEVISION 1205 DUPONT AVENUE ONTARIO, CA. 91761 ATT'N. JACK HAYES (909) 390-4738 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE 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 THE ENGINEER. UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. I REVISION DESCRIPTION OV5 EX _MEDIAN _ _ - - 11+00 - - - - - - - - - - - --- - -- - - - - - - - - - - -1 - ARROW BOULEVARD QUANTITIES 252 S. F. TBM 332 S, F, (p_1.93 (01.43 24 L. F. 2 cA rH 25' k. W O LU Z LEGEND: FL = FLOWLINE ELEVATION FOOTHILL AVE. (X) = EXISTING ELEVATION CF = CURB FACE j = TEMPORARY BENCH MARK FS = FINISHED SURFACE NG = j Q ,�/ DAT : 47�� 1 Q Q ARROW BL VD. L SITE Q T Z W VALLEY BLVD. FREEWAY 10 10 VICINITY MA -P 0 NOT TO SCALE EX _MEDIAN _ _ - - 11+00 - - - - - - - - - - - --- - -- - - - - - - - - - - -1 - ARROW BOULEVARD QUANTITIES 252 S. F. TBM 332 S, F, (p_1.93 (01.43 24 L. F. 2 cA rH 25' k. W O LU Z LEGEND: FL = FLOWLINE ELEVATION TC = TOP OF CURB ELEVATION (X) = EXISTING ELEVATION CF = CURB FACE TBM = TEMPORARY BENCH MARK FS = FINISHED SURFACE NG = NATURAL GROUND �0 _� GHT- _- EX. CURB1GUTTER� _ raj; EX. ---------`TREE -- _ EX. SIDEWALK r7 r - - RIGHT OF WAY 120' IIREEi !rL 8.5 6. t3� �i II TE I I fob. 41 y I o UNDER {(E3 ( N 0 I S L= t 3' APN• 00-274-40 3 II 2 16667 ARROW BOULEVARD c� 4 Sf7s. g8 H, !;lCeWWA-uy- I EX II 6� I I p DRIVEWAY CURB RETURN II p 4 0 q R=8.50' 8+53 N- I T=8.50' 1 C. L. D W I{ ( I Q= 90'00'00" W=26' !I 2 �I II o �FIt,00;�F 0 o I I o i I � II r31 I Q) ., W((� j II REE I o0 mll 13 `1'•w +l W II I W ! I gg.38 TO 8.88)FLII- II I L4 - DATE DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 3db( 422 I�s•�•� srog �� r.�•o� 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 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEX.====EX. REE TREE '�-------�/ -----.:,-------- APN. 0191-274-12 EXISTING AUTO SUPPLY STORE APN 0191-274-11 0CH MARK. DESCRIPTION: TEMPORARY BENCH MARK AT THE BCR OF THE SOUTHEAST CURB RETURN OF ARROW BLVD. AND NUEVO STTREET TOP OF CURB ELEVATION = 101.93 Prepared Under The Supervision Of: pFESS1 HENRY C. POOUIZ �oPR C. HP ENGINEERING, INC. 1465 CRESTVIEW ROAD W No. 37037 m RED,I�NDS, CA. 92374 it (909) 07991+6797, FAX (909) 799-1508 Exp. 6-30-10 \S�q C/UIQ �P � OF CA1-\F� DATE:N6 V HENRY C. POQUIZ E. 37037 tR/GH7 OF WA Uj J J Q 0 Uj 0 0 W BASIS OF BEARINGS IS THE CENTERLINE NUEVO STREET BEING N00'00'00"W PER TR. N0, 2266, MB 32/43-53 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: CADD - NUEVO STREET SCALE: AS SHOWN -6A-TE- ATE:HCP DESIGNED BY: HCP 68 A RRO WBLvb. -ASP NO. 07-065. FEB. 2009 CHECKED BY: AP OVED BY: 6 - . ter- DRAWING NO. 1 H C P ,�/ DAT : 47�� 1 I N R.C.E. 5115