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HomeMy WebLinkAbout2778-1GENERAL NOTES: CITY OF FONTANA UTILITY NOTIFICATION LIST i 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CITY OF FONTANA PACIFIC BELL CO., ATTN: VIRGINIA BECKER SAN GABRIEL MOUNTAINS STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ATTN: CARLOS NAVARRO I SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). 8353 SIERRA AVENUE 3939 E. CORONADO STREET S I ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FONTANA, CA 92335 ANAHEIM, CA 92807 h%C` 666 UNLESS OTHERWISE NOTED. (909) 350-6632 (714 ) 5467 COMCAST CABLE TV - M 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING ( ) O �� S0. CALIFORNIA GAS COMPANY DIVISION ,PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE ATTN: JACK HAYES ATTN: ALAN KESELOFF REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 16231 VALLEY BLVD. 1205 DUPONT AVENUE RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. FONTANA, CA 92335 ONTARIO, CA 91761 GP (909) 390-4777 X 3055 ,z, .. �J (909) 335-7781 N Pte' ���• 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VA LVES. EMERGENCIES: 800 427-2200 1 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ( ) IT VENUE M OPERATION AND WATER REQUIREMENTS. SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY SU - Mir ATTN: JAIME AMEZCUA ATTN: STEVE HOCK q 4. CURVE DATA REFERS TO THE FACE OF CURB. (909) 357-6581 1400 E. PHILLIPS BLVD. ti�F ONTARIO, CA 91766 7951 REDWOOD AVENUE It 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 800) 422-4133 Y FONTANA, CA 92335 w w v7 909 820-5598 UNDERGROUND z 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO 909 820-5137 - TRANSMISSIONS- ( PAVING OF STREETS. 213 637-1233 - PIPELINES S�P� j I 909 357-6589 - DISTRIBUTION �� z 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM'AVAILABLE AVAILABLE ATTN: KROHN COMPANY 6z > J 800 422-4133 . I INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 8440 NUEVO AVENUE �� Q �' - I DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92335 IGHLAND w AVENUE UTILITIES, AND'TO TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE 909 822-2201 . X 323 Li I ATTN: BILL VANDRKIEFT, JR. ( ) CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO (619) 868-6040 FAX: (909) 823-5046 Q w WORKING DAYS BEFORE EXCAVATION. Y Q r 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO PROJECT SITE � n c FINISHED GRADE BY THE PAVING CONTRACTOR UPON -COMPLETION OF PAVING. UNDERGROUND SERVICE ALERT w w _ � _ 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES (800) 227-2600 BASE LINE m ROAD INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, PRIVATE ENGINEER'S NOTICE TO CONTRACTORS _ .. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 3-. ,. SHOWN ON THESE .PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE .RECORDS; VICINITY MAP INDEX MAP s 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR -1S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE i 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION RESOLUTION. OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT RS; THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOU CL I 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER PLACEMENT. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, R W(R/W IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 143' -- - 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND _FINf5H TO MATCH FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 12' 64' 51 12' EXISTING CONCRETE. ENGINEER. 2 6 6 4 41 0.78' 4' 7,5' 8' 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT 1.39' PLACED, INSPECTED AND APPROVED. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LEVEL LINE MED. MED. A.C./A.B. 8" CURB 8" CURB A.C./A.B. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 22% , 2% SHALL BE GUARDED BY SHORING, SLOPIING OF THE GROUND OR OTHER APPROVED MEANS 37. ALLCONSTRUCTION WORK AND MATERIAL WITHIN -STATE R/W SHALL 2% ; _.� \,..,: � .f PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE - r j CONFORM TO CURRENT CALIFORNIA DEPARTMENT_ OF_TRANSPORTATION ,,, ,, MEDIAN OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT STANDARD PLANS AND STANDARD SPECIFICATIONS . CONC. " `�' SIDEWALK 8 CONC. CURB CONC. & GUTTER SIDEWALK . __WHERE__SURVEY_MONUMENTS_EXI T MONUMENT _ SHALL BEP OTECTED 213+ 2 TO 214+92 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK © EXIST, _ S, R 10 3 _ FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OR SHALL BE REFERENCED AND RESET PURSUANT TO\BU SINESS AND SUMMIT AVENUE OF INDUSTRIAL SAFETY. PROFESSIONS COD SECTIONS 8700 TO 8805. - E_� . . _ _ NTS 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE GI77`-IN5PEGT0R CONSTRUCTION NOTES - 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT, OR DEBRIS TO 8F O1 CONSTRUCT 5 1/4" AC, PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL --6 075 _ DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING 0 CONSTRUCT 8" CURB + GUTTER PER CITY STD. DWG. NO. 101. 1,G42 CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. Q CONSTRUCT 8" MEDIAN CURB PER CITY STD. DWG. NO.. 101. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, { I 42 DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. O5 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A, W=PER PLAN 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. _-FAILURE © INSTALL STREET LIGHT (SCE #15) 22000 LUMEN. 6 TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORT/0N OF THE U7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN. 2 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. ® ADJU5T MANHOLE OR VALVE COVER TO GRADE. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGIN�R. Q REMOVE EXISTING CURB & GUTTER 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE - 10 REMOVE AC PAVEMENT 27,460 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONT)Z4CTOR 5HzLL 11 REMOVE PCC SIDEWALK 2,359 BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL Q CONSTRUCT PCC BUS BAY 1265 STAKING DURING CONSTRUCTION. Q CONSTRUCT 8" A.C. BERM 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ' 4,550 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 15 PROTECT IN PLACE - TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. I 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES e 1 OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. NO. 331-1 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY ® JOIN EXISTING RCP 1 MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A RE6I5TERm CIVIL CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121 2 ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED #, 150 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 I CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION BORASS WER APLEGI CONN R HIGHLAND THE BASIS OF BEARINGS FOR THIS MAP IS -THE SOUTH LINE OF THE NORTHEAST AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. I 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED S AVE„ 0,21 MI, wi❑ SAN AVE., 0. QUARTER OF SECTION 26, TOWNSHIP 1 NORTH, RANGE 6 WEST SAN BERNARDIN❑ TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADNG. 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES I" AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. - I 30 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT CONSTRUCTION NOTES - QUANTITIES UNITS O1 CONSTRUCT 5 1/4" AC, PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL --6 075 _ SF 0 CONSTRUCT 8" CURB + GUTTER PER CITY STD. DWG. NO. 101. 1,G42 LF Q CONSTRUCT 8" MEDIAN CURB PER CITY STD. DWG. NO.. 101. t.807 LF 4 CONSTRUCT PCC DRIVE WAY 42 SF O5 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A, W=PER PLAN 13 L00 SF © INSTALL STREET LIGHT (SCE #15) 22000 LUMEN. 6 EA U7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN. 2 EA ® ADJU5T MANHOLE OR VALVE COVER TO GRADE. 1 EA Q REMOVE EXISTING CURB & GUTTER 2 EA 10 REMOVE AC PAVEMENT 27,460 SF 11 REMOVE PCC SIDEWALK 2,359 SF Q CONSTRUCT PCC BUS BAY 1265 SF Q CONSTRUCT 8" A.C. BERM 127 LF ® CONSTRUCT A.C. OVERLAY (1" MIN.) 4,550 SF 15 PROTECT IN PLACE - - ® INSTALL 18" RCP, D -LOAD PER PROFILE 213 LF 21 CONSTRUCT CONCRETE COLLAR PER APWA STD. NO. 380-1 1 EA ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. NO. 331-1 1 EA ® JOIN EXISTING RCP 1 EA CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121 2 EA ® INSTALL SINGLE THRIE BEAM BARRIER PER CALTRANS STD. A77 -G 150 LF CL R W VARIES R W 12' 41'** 41'* 1,2, M.._ MED. A.C./A.B. ' 2 6 6 � " ,. x -. y � 6 6 2 f 0.93 8 CURB VARIES 0.93� LEVEL :LINEMED. LEVEL LINE MEDIAN 8 CURB 2o f� 2� .� .v CONC. �✓ 8" CONC. CURB CONC. SIDEWALK & `GUTTER SIDEWALK * Q VARIES . 41 ' .TO 38' AT STA 220+ 10 TO 221 + 15.17 STA. 214+9 2_ TO 222+19 ** VARIES 41' TO 33'- AT STA 220+10 TO 221+48.64 SUMMIT AVENUE NTS CL R W � R W VARIES 12' 38' 33' 1, 2' 2,, 6, 6' AC' OVERLAY I 8" CURB 2' VARIES MED. 8" CONC. CURB 0.93' ?AC OVERLAY 0.93 & GUTTER MED. 8" 2' CURB MEDIAN 2 LEVEL LINE ti SIDEWALK 8" CONC. CURB) & GUTTER STA 221+48.64 TO 221+88.10 STA 221+15.17, TO 222+19.54 I- PRIOR APPROVAL OF THE INSPECTOR. SUMMIT AVENUE ' 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE NTS LOCATION OF THE SEWER LATERAL. I 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST .CONTROL,_, - INCLUDING ADEQUATE WATERING, AT ALL TIMES. BENCH MARK #8-17 _CALTRANS BASIS OF BEARINGS { BORASS WER APLEGI CONN R HIGHLAND THE BASIS OF BEARINGS FOR THIS MAP IS -THE SOUTH LINE OF THE NORTHEAST r 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS S AVE„ 0,21 MI, wi❑ SAN AVE., 0. QUARTER OF SECTION 26, TOWNSHIP 1 NORTH, RANGE 6 WEST SAN BERNARDIN❑ AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS RD., 2,65 W ALONG MERIDIAN, SHOWN AS N 89.37'36•W ON OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. HIGHLAND AVE., FROM SIERRA AVE. 1428 6090 ELEVATION:_____'____ A MAP FILED IN BOOK 88 PAGES 26 THROUGH 42, INCLUSIVE, OF SURVEY t ___ RECORDS OF SAN BERNARDINO COUNTY, 34. UPON CONTRACTOR SHALL ALL SIGNING, RTO DATE ENGR CITY DATE 'Prepared Under The Su Of CITY OF FONTANA, CALIFORNIA STRIPING, BARRICADES, DEOS, A DN OTHER TRAFFIC RAFFC CON RO DEV CES THE SATISFACTION OF Q O P erAsion : ` THE CITY TRAFFIC ENGINEER. # EYIITT C:TURNNA ��s� s coo a.Tm V- A PEie � 7171`0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT LSS Tai � M M � PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLA N ' s 35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 2 Q7-�o -3 -A'1 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL q,�oc OF THE INLAND EMPIRE EXCEED 25 MILES PER HOUR. o VfCnVITY -, - mosIM& -r v 7ti„Dt s- r t zs 8fzo MID 1tN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER � ����s W Q r � � No, 14814 r� 10601 CHURCH STREET, STE. 107 DRAWN sr --Mf, SUMMIT AVENUE SCALE: �� l =40 ` 36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND DIAL TWO WORKING £B __ M _ 59 � 7�0� �- THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Expi 3-31-01 * RANCHO CUCAMONGA, CA 91730 PHONE 909 948-1,311 ��� BY: STA.212+70.97 TO STA.221 +75.54 DATE: ! SIDEWALK AFFECTED -BY THE CONSTRUCTION TO THE SATISFACTION _ OF THE CITY ENGINEER BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND M.A. 11/08/99 s, - YOU DIG YOU DIG ,i STANDARDS IN EFFECT. � � � q� rvl� � oF ca�> Date`: /l -/(v FP aiECKED BY APPRo BY: ow►rrlNc No.: TOLL FREE 1-800-227-2600 C.E. 14814 EXP 3-31-01 M.B.CV.2778A L4, PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - CITY ENGINEER R.C.E. 25126 DATE t . F - 64 DWG. �1Q`f 1269 DATE -99 11-08