Loading...
HomeMy WebLinkAbout5576-1 GENERAL NOTES 1• ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS DUNCAN CANYON ROAD CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALLCITy (31F. FoNTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. y / CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS N. AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, NOTED. 6'101 SIERRA AVENtJE COLOR AND FINISH TO MATCH EXISTING CONCRETE. ��`` SUMMIT AVENUE • 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. THE SEWER CONTRACTOR SHALL STAMP AN "5" IN THE FACE OF DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL PROJECT SHALL PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR DRIVEWAY CONSTRUCTION FOR TRAMMELL CRO W SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING LOCATION FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PARCEL MAP NO. 19693 CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS. CLUBHOUSE DRIVE p.... O 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT �`' rr r` "� ,,. / - I FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING `` ' PAVEMENT PRIOR TO PLACEMENT. r '� / i _ f r 1 1 r DIVISION PRIOR TO THE START OF ANY WORK. r .._� »»» W INSPECTION COORDINATION SWILL BE REQUESTED AT LEAST TWO ` r ' ;. A t 1 W `�' 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT r J- r t t �' W WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 7--- � _...._......._ VI TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED t / ` c, ,` z s _ .... • RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350 7610. z ; s, :r� _\„...._4 _ _ �' E BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. " r _ _ _ _ _ - - -'----- n3 ». .. �_ _ """'�""_--ice'i'-�; , -' �" ` '7C- �:r.`�""{... .•,-,_,+1--�_� � -1---7_7„..:„.-7.7..., ,\ 'O. \ „„„\ (n (/). '"w�.......���-.._»...» * ti 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF AC. PAVEMENT AND/OR BASE COURSE MATERIAL `., W :x s p _ - x -..el. x ;. POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF -r-, - mm: __„_ : FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A » z-•� a »....: y..... • W ,, v ; r; w N, CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC GEOTECHNICAL _.....- ...._.. -6: li o Z ,� z _. ............_ VICINITY MAP GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA '- *° '- \, EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. , - M +� ^ �` M `` FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. , ,r, �, ,n - `' �; °o �' ` \� w _ ` ad 3 ..._»......... ';i ._ \': '") r- .y, 4.A4`... `� NTS co € to rn �r o ao ,. O '1 \w,N O O \ C 77 eF pp N \ 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, - .^ _,i -.. . ,.+ o " ")` \` `r �' ,. BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. COVERS AND VALVE BOXES ;- + © ><J v- `...� `� \. .. •o °po ^ fr;:, SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR \\ �\ _ ^ '"' `r` , `_." ` `, + co + UPON COMPLETION OF PAVING. ` /_ / �,: . _ ;11 ll :,; . ::.;: '`�:. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION .�._._. ::._ _w„._ �....�.._...._ .....4 .�... » . ...._.. .. .,,,�..� _.::: .__ ...... ......... .. ..:..... �. : ,:::::-: _ _ ........_.-..:....-�.; .�.... »......_37.,, _ ». . ._3T. .r-.�..� '�` � . �..., »' _ -go""---13at:eillIME>'" OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 34. UPON COMPLETION OF CONSTRUCTION, SHALLCONTRACTOR RESTORE �: ' ®\ FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. t r _ µ ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC .... 1 / - CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. / 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) EXIST R EXIST R/W , • -=25' Cr EXIST R ....a FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE ,<18' \113'• - • �: r 33 r X33, J f IC GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, Q t � - •� t � ��' SCALE Q SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION © r '„' ,. r . i 40 cimemincc=1=0 20 40 80 160 OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA TO THE SATISFACTION OF THE CITY ENGINEER. '' ` }, l J TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN / >-- ' / ; ✓ , THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 1 a S 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO , I :' 3.. :::€..: i# �/£F � „ I (� ) THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS ? ' r € 1 I 1 £ ,- :. r ` -- 111401= 40 FT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC r .'.:,,,,,'z•----/� TO THE CITY ENGINEER. `"` / .4 ` f : I : .. / ` ' RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR L _ �, I` NAT PURPOSE. _ ... _._.. _.... ....____._ .... _.�...._._...... .... .._._....__._ .._ _.. _ »_ »»...».... ._. ........_.......... .... _ _, -..._ .. .» .... .... .._......_ . \ rl r .. \ , 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM ,,, t X"....../\/\j � AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY • • • i f . x f : •i i H.. f.N: .x »n t OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE I ! Eir y 4: LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO • .� „ .:»M.::.. , 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 r UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTICWATER, RECLAIMEDWATER, SEWER, ,' / - F ' STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY CITY OF FONTANA, UTILITY NOTIFICATION LIST ' /j� .........»._._ .......z COMPANIES SWILL BE GIVEN DY0 WORKING DAYS NOTICE PRIOR TO r 45 WORK AROUND THEIR FACILITIES. _ ~ t CITY OF FONTANA AT&T UNDERGROUND SERVICE ALERT ,w _� - €f �' - -R-- - - -' -+-._ k 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 (800) 422-4133 - Tc : \...,_.---) 4J _. CONTRACTOR TO CONFIRM JOIN 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER • FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 Y ..._..„.„,...,...,............,.z _ ..`...... _..:¢. . o _ -µ PRIOR �0 CONSTRUCTION. N & NOTIFY ENGINEER 909 350-6632 (714) 963-79641-- --, k, �- o`\ ? '- TION. MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. (909) .........-. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER ___ N rn: c `r "�' c' =... r< - FONTANA WATER COMPANY `. ^t 0O �� Ci',^ S0. CALIF. GAS COMPANY SPRINT ,o 0 3 ,�; • \. COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. rn "-i f + rn. »:...».»» 1981 W. LUGONIA AVE 2592 DUPONT DR 15966 ARROW BOULEVARD rn �``: In.,n :..i .r kn ., -x w \ REDLANDS CA 92374 IRVINE CA 92612 FONTANA, CA 92335 4 + ... Q© + ^ t ` 13. CURVE DATA REFERS TO THE FACE OF CURB. �` CONSTRUCTION NOTES QUANTITIES (909) 335-7967 (800) 659-9698 (909) 822-2201 `r EMERGENCIES: (800) 427-2200 :N.. \,,, ' ` / <_/'/, ll /�ll ` 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT .. TIME WARNER CABLE :, 1 " . . .r " .» 0 CONSTRUCT 8" CURB ONLY PER CITY SOT. PLAN NO. 1000 94 LF WHERE OTHERWISE NOTED. SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR , a ._.... ,TSL-� 300 N. PEPPER AVE ONTARIO, CA 91761 ' r`` `''` 1` EXIST RA(' 0 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 94 LF 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 909 975-3439 --�Da T R/W Q y j; . Q Cr CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. PLAN N0. 1002 2 ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK RIALTO, CA 92376 ( ) , . 909 820-5598 - UNDERGROUND . ` R=35 .,_ 40' .. r: GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN 970 SF TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE SUNESYS, LLC %" 909 875-5100 - TRANSMISSION f r 2fl 20 R=35 PER TYPICAL PAVEMENT JOIN DETAIL FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION 1325 PICO ST ; 106 '± s r . 213 637-1233 - PIPELINES CONTROL STAKING DURING CONSTRUCTION. CORONA, CA 92881 / �r„ .. ,,,,,E,..,a. ,,,, 909 357-6505 - DISTRIBUTION _ t - SAWCUT do REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1 MIN.)- 196 EA u (951) 278-0400 -- -- - / 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, { REMOVE EXISTING CURB & GUTTER 196 LF MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO s ' ' ""° . THE CITY ENGINEER. » `"`"` "»`x" . ' i 0 CONSTRUCT 7 3/4" (MIN.) OVER 12" OF AC PAVEMENT 95% COMPARATIVE NATIVE- 196 SF ♦ ` • ..-..--.--11 Li PER CITY STD. 401. (SEE GENERAL NOTE 31 & 32) 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: ,..:1„ " : *CONTRACTOR IS RESPONSIBLE TO RELOCATE ALL EXISTING UTILITIES SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES .x y«,= ; K v ' ' ' - INCLUDING IRRIGATION TO SATISFACTION OF CITY ENGINEER. BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLERECORDS. 1 i.>»` ,.< SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, , b. THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE `' . . • ..»• ._ ;y d :- - ' NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE \<...„„ -..,\\,,\1:1.L., i � THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER III >: »` REPLACEMENT OF THE MONUMENT. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. m........ ..., E '4 i 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED :; AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME \,., i LEGEND: BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE `' 1 OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPOSED A.C. PAVEMENT RESIDENTS AND EMERGENCY VEHICLES. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND \. - 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER • . . - - - CENTERLINE ` RIGHT-OF-WAY LINE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY s -- AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ` ALL TIMES. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE WEST OF THE DESIGN PROFESSIONAL. R/WW AC PAVEMENT OVERLAY 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED (MIN. 0.10' THICKNESS) WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, UNAUTHORIZED CHANGES AND USES: _ 132' PROPOSED 1' 5' SST OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTYTHE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE _ 66 _ 66 _ AC PAVEMENT MIN. MIN. 0.10 MIN. I , ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE i PRIOR WRITTEN APPROVAL PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. _ 12 54 _ 54 12 _ �._`�..... �..lik 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL � , OF THE CITY INSPECTOR. CONSTRUCTION STAKING NOTICE re...KA n. • 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. GRIND EXIST. THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF SAWCUT AND REMOVE EXISTING AC PAVEMENT FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE i EXISTING AC PAVEMENT AC PAVEMENT (MIN. 0.10' THICKNESS) RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR DENSITY IS OBTAINED. THE COMPLETE PROJECT. FOESANOTHER SEDFFIRM SHOULD BE EMPLOYED TO USE THE PLANS FOR THE PURPOSE CONSTRUCTION TYPICAL PAVEMENT JOIN DETAIL 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SOLES STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED TYPICAL SECTION • TS FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH SIERRA AVENUE 132' R/W " SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF N SWALES ENTERING OR LEAVING IMPROVEMENTS. ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. NTS ,EIDT . o Do ,,.,, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE _ PREPARED FOR. Prepared By: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED of Ess i , IMPROVEMENTS NOT COMMENCE WITHIN ALLARD ENGINEERING Q� o °"�� o0 - .1. q<< (r% DRIVEWAY CONSTRUCTION c _ - TWO YEARS OF THE DATE OF APPROVAL Civil Engineering - Land Surveying Land Planning ,. -9� 2� = 4 _ _ c SHOWN HEREON AND CARRIED FORTH INA 16666 Seville Avenue 0 a: a _ DRAWN BY: 6101 SIERRA AVENUE SCALE: - IIJ 4 _ .. Z RC AS NOTED �� , MAY Fontana, California , No. 36052 m' DESIGNEDBY ' NO. DATE DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER Fon ifornia 92335 PARC � 19693 BEFORE I►�� DAYS BEFORE Ph. 09) 356 61 Fax (909) 356 1795 Exp. YOU DIG YOU DIG 3501 JAMBOREE ROAD, SUITE 230 REQUIRE REVISIONS TO THE PLANS TO P BKA10:7, February, 2017 �� BRING THEM INTO CONFORMANCE WITH C 3 .14 •(1 4:1:,./i.. ' cI v i� �`P o NEWPORT BEACH, CA 92660 TOLL FREE 1-800-227-2600 CHECKED BY: •• o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (949) 477-4700 CONDITIONS AND STANDARDS IN EFFECT aymon A.C.E. 36052 Date CA�� RJA (expires Allard,6/ R.C.E.R0 .E 4, �� (, DATE:3 -21-/-7 5576 1 1 a �C1TY ENGINEER R.C.E. 51152 ` Filename: I:\Trammell Crow\DWG's\FINAL DESIGN\EXHIBITS\DRIVEWAY CONSTRUCTION\Sierra Avenue.dwg