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Home My WebLink About1834-1---- _ x Tw SPAVING NOTES i ,Actual thickness of base material to be determined by soil test and 1 recommended by the Saila Engineer R. Values, sand equivalents and structural section of streets shall be submitted to the City of Fontana for , ,,approval upon completion of rough grading. Care should be taken to prevent ,grads, ditches and swales from undermining street improvements upon inspection of the site, the City Engineer may require temporary gunite swales, entering or leaving improvements. Pavement sections showareminim m and subject to revision and approval of the City as required by soils test taken after completion of rough grading. SASE LINE AVENU ,, -MAP" LEGEND► H E NO 'n MIT'S OF THtSE PLANSI U6 w H at: "k SHARON COUR TRACT 13225 VILLAGE OF HERITAGE GENERAL NOTES STREET IMPROVEMENT PLANS ALL WORK SHALL DE DONE IN ACCORDANCE MITH THESE PLAN! AND Thi CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. FQ o --CONSTRUCTION PERMIT3 QFUILL BE OBTAINED FROM THE FONTANA PSJBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ADEQUATE STAKES SHALL BE SET 1V THE ENGINEER TO ENABLE THE CONTRACTOR TRACT'S - 13225 W AND �1,.3225—� TO CUN3TRUCT THE WORK TO THE PLAN GRADES. 4O. --ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POl.EB, MATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES. ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO SH IN THE IMPROVED AND INTERFERING KITH CONSTRUCTION. SHALL DE RELOCATED BY OTHERS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILI?Y TO NOTIFY ALL OR THE A6ENCIE3 CONCERNED BEFORE CONSTRUCTION BEGINS. CITY OF FONTANA o_WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THEPAVING CONTRACTOR. ba. —AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY DY'TFIE CONTRACTOR., N BERNARDINO -o--ALL UTILITY COMPANIES SHALL BE LIVEN 48 HOURS NOTICE PRIOR TO NORM COUNTY dF SA AROUND THEIR FACILITIES. 8�. --ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9a. —ALL HATERIAL3 AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 1C OACKFILL MATERIALS TO HAVE A S. 11. OF 30 (MIN.) AND MId. COMrACTION OF' 90X. CONSTRUCTION NOTES 81 QUANTITIES: TRACT TRACT 11 ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO DESCRIPTION --- ___-- - %32ZS 1.12Z3'6707,4Z GRADE DURING SAVING. 1�-- rS "i9'C ` C?�if1fAL ,4/�771,::5m TRACT 13225 8353 Sierra Avenue 431 OV Sj Fontana, Ca. 92335 _ /�, SS& POWER: SOUTHERN CALIFORNIA EDISCIN COMPANY G'�i�'vT. ,�/f�E��'1'f�A/f�' �AiflP��•7? L�T�I/L IOC ��j 0-6- r, i,o 5r CW/ 44r11FE7,"r" 4 1Z2FG� 1_10' PTP s'7U. Pk7,41Z li 0 .�"/ 3 �► . _ TRACT 13225 HIGHLAND AVE. II CD 440 16231 'Dalley Blvd. CoNsr G' CORK CU^#d 4WLY PEAV sm Om v/ v• ZI a5'T. CATCH dAS/IV' rYPE 4 ' -C � 1� A I ^--,<rtil0Vt. PORr./oN OP EX/S r. 5• A t~ /o 15 �o• CITY CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF r C /I/. 7 S '?CIUrQB � G'UT�f PCP SIV / e7,4/Z, >O> OF / SINNGLE 'wo NPS srRErr L/Gf/T I I FONTA" SO^ ftciffir Ibi ood STREET TREES AND LANDSCAPING WITHIN '"LtC RIGHT -OF- WAY SHALL / � / w PER FONTANA WEST END SPECIFIC FLAN AND LANDSCAPE ARCHITECTS PLAN STORM DRAIN GL"N'E'iNOT!" UTILITY NOTES �r 1@ --STATIONING REFERS TO THE CENTERLINES OF STORK DRAINS., AF A 5,0 1 /0 V Ar `s A VEiV u E / �► Q2 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR MILLER AVE. 3,p 7 4F a • w 3O -NO CONCRETE SHALL BE PLACED UNTIL TIE MR14S' AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. @-ALL UNDERGROUND WORK SHALL BE C'O'MPLETED PRIOR TO PAVING OP F TRILL BLVD. STREETS. COUNTY OF SAN BERNARDINO @-EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING' Rc THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. ARROW MIGHWAY ` �r 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE A�'- (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING LOICAMN-MAPI- SPAVING NOTES i ,Actual thickness of base material to be determined by soil test and 1 recommended by the Saila Engineer R. Values, sand equivalents and structural section of streets shall be submitted to the City of Fontana for , ,,approval upon completion of rough grading. Care should be taken to prevent ,grads, ditches and swales from undermining street improvements upon inspection of the site, the City Engineer may require temporary gunite swales, entering or leaving improvements. Pavement sections showareminim m and subject to revision and approval of the City as required by soils test taken after completion of rough grading. SASE LINE AVENU ,, -MAP" LEGEND► H E NO 'n MIT'S OF THtSE PLANSI U6 w H at: "k SHARON COUR TRACT 13225 VILLAGE OF HERITAGE GENERAL NOTES STREET IMPROVEMENT PLANS ALL WORK SHALL DE DONE IN ACCORDANCE MITH THESE PLAN! AND Thi CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. FQ o --CONSTRUCTION PERMIT3 QFUILL BE OBTAINED FROM THE FONTANA PSJBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ADEQUATE STAKES SHALL BE SET 1V THE ENGINEER TO ENABLE THE CONTRACTOR TRACT'S - 13225 W AND �1,.3225—� TO CUN3TRUCT THE WORK TO THE PLAN GRADES. 4O. --ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POl.EB, MATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES. ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO SH IN THE IMPROVED AND INTERFERING KITH CONSTRUCTION. SHALL DE RELOCATED BY OTHERS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILI?Y TO NOTIFY ALL OR THE A6ENCIE3 CONCERNED BEFORE CONSTRUCTION BEGINS. CITY OF FONTANA o_WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THEPAVING CONTRACTOR. ba. —AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY DY'TFIE CONTRACTOR., N BERNARDINO -o--ALL UTILITY COMPANIES SHALL BE LIVEN 48 HOURS NOTICE PRIOR TO NORM COUNTY dF SA AROUND THEIR FACILITIES. 8�. --ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9a. —ALL HATERIAL3 AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 1C OACKFILL MATERIALS TO HAVE A S. 11. OF 30 (MIN.) AND MId. COMrACTION OF' 90X. CONSTRUCTION NOTES 81 QUANTITIES: TRACT TRACT 11 ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO DESCRIPTION --- ___-- - %32ZS 1.12Z3'6707,4Z GRADE DURING SAVING. 1�-- rS "i9'C ` C?�if1fAL ,4/�771,::5m TRACT 13225 8353 Sierra Avenue 431 OV Sj Fontana, Ca. 92335 (71 4) 350-7640 SS& POWER: SOUTHERN CALIFORNIA EDISCIN COMPANY G'�i�'vT. ,�/f�E��'1'f�A/f�' �AiflP��•7? L�T�I/L IOC Z' 0-6- r, i,o 5r CW/ 44r11FE7,"r" 4 1Z2FG� 1_10' PTP s'7U. Pk7,41Z li 0 .�"/ 3 �► Ri al to, Ca. 923-76�,3 _ TRACT 13225 Mr . Dave Jones COA15 7 d tc M "rte' CeIRA PER 5A0. DEra//- 10/ 440 16231 'Dalley Blvd. CoNsr G' CORK CU^#d 4WLY PEAV sm Om v/ 69 a5'T. CATCH dAS/IV' rYPE 4 ' -C � 1� A SOUTHERN CALIFORNIA GAS COMf✓,�;N`( T RAN SM I S I OhJ D I �J I S I ON ^--,<rtil0Vt. PORr./oN OP EX/S r. 5• A PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET /o cmrr• &*,QCP, CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF r C /I/. 7 S '?CIUrQB � G'UT�f PCP SIV / e7,4/Z, >O> -07 SINNGLE 'wo NPS srRErr L/Gf/T LANDSCAPING STREET TREES AND LANDSCAPING WITHIN '"LtC RIGHT -OF- WAY SHALL 0' PER FONTANA WEST END SPECIFIC FLAN AND LANDSCAPE ARCHITECTS PLAN STORM DRAIN GL"N'E'iNOT!" UTILITY NOTES '� Fd WATER: CUCAMONGA COUNTY WATER DISTRICT 9461 San Bernardino Road Cucamonga,: Ca. 51730 (714) 987-2591 36" HIGH PRESSURE GAS MAINS SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DEPARTMENT J 48 HOURS PRIOR TO EXCAVATION, CALL UNDER- GROUND SERVICE ALERT (USA) TOLL FREE 1-800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PIPELINE EMERGENCY PHONE 714-529-2889 OR 714-529-7070 7:30 a.m. to 4: 00 p. m. AFTER HOURS 213-689-2641 SEWER:. CITY OF FONTANA TRACT 13225 8353 Sierra Avenue 431 OV Sj Fontana, Ca. 92335 (71 4) 350-7640 @___`CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. POWER: SOUTHERN CALIFORNIA EDISCIN COMPANY P.O.Box 788 REE 300 N. Pepper Street IINIfY S Ri al to, Ca. 923-76�,3 _ TRACT 13225 Mr . Dave Jones GAS: SOUTHERN CALIFORNIA GAS CCM1PANY IMMEDIATELY. 16231 'Dalley Blvd. .t EX: Fontana, Ca. 92335 Mr. Lou West4al 1 ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE SOUTHERN CALIFORNIA GAS COMf✓,�;N`( T RAN SM I S I OhJ D I �J I S I ON 36" HIGH PRESSURE GAS MAINS SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DEPARTMENT J 48 HOURS PRIOR TO EXCAVATION, CALL UNDER- GROUND SERVICE ALERT (USA) TOLL FREE 1-800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PIPELINE EMERGENCY PHONE 714-529-2889 OR 714-529-7070 7:30 a.m. to 4: 00 p. m. AFTER HOURS 213-689-2641 �._> — — — •_ �/� ' �� 9 IF DURING CONSTRUCTION GROUND MATER IS ENCOUNTERED, A •�• SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 3 1@—NO TRENCH BACKFILL 'SHALL TAKE PLACE WITHOUT PRIOR APPROVAL, 3 OF THE CITY'S INSPECTOR. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED► IN 04L 0.5ACCORDANCE i � ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. . A .�YOT Tl> ��4LE 2191 E. Birch Street' 4 WEBB COURT; Brea, Ca. 52621 OEL NORTE STREET;_-- TELEPHCK4E : PACIFIC TELEPHONE rt TRINITY STREET H MARK M '11'`�� C. H m \ 9000 Hellan Avenue Rancho Cucamonga, Ca. 1;11'-: 70 • SHARON COURT - 1 COS e e � STATION "'PACEL 19a3.liELY. OF .2 1 - OMLROAD TRACKS AW1 MlSLY. OF CL SASELNE: Exn.,_ -31-90 1.1 111. ELY. OF EAST AvENIUE• SAME AS CITY S.K #364 + eA a* .� r� zg NO. 33340 0� C Foy � 7-W F-AI61AI" /�!rSNT//1o' 7'fi�ESE AL AAIS �f/1'L L NhT BE R,'SPD/VSIBCE A01TI Of LIA BLF fA UAMV 7yOR/,ZFD C#A /f/6ES r�� t,. IEXP k U W US'E'S OF 7V)Sf PL ,dN$. ALL CAtJ A1rEC TtTh'E P1,4 NS "/1407Ac IN 1"/r/Na .4ND MUST BF .APP,QavFD my +PRIVATE ENGINEER'S NOTICE, TO CON I RI ACT c�r _ C VI Tib' Y. THE EXISTENCE AND LOCATION Of ANY UNDERGROUND 'UTILITY PIPES OR �rFOFCAL%F� 1� STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL at CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN No ��V/S��J �Allwe . OATS GSTY DAT low P. SE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE AP�.QDI/i4L A0"IIAL CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO I AWEPReTAIA06W&L-!W�WCr(SHT2 AC /* 94 PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER ILINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. A, CONTRACTOR AGREES TMAT HE SMALL ASSUME SOLE AND COMPLETE 3186-L AIRWAY AVENUE COS' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of CIVIL ENGMIEERMMG • CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY Of ALL PERSONS Aft PROPERTY; THAT THIS REQUIREMENT SHALL APPLY COINTINUOUSLII AND NOT BE PREPARED UNDER THE SUPERVISION LIMITED TO NORMAL WORKING HOURS, ANO THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER ANO THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, EXCEPTING FOR LIABILITY ARISING FROM TME 1 SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. - N C. HOGANO R.C.E. 2E Q�)_CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY Sad 431 OV Sj THE CITY ENGINEER. - - @___`CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTINGUTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE '� %S 4 %7 t L- PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. D .t EX: @--IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE Yee 0 . a,�,�, ��- PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF FONTANA. 0' LF STORM DRAIN GL"N'E'iNOT!" '� Fd 1@ --STATIONING REFERS TO THE CENTERLINES OF STORK DRAINS., EXCEPT WHERE OTHERVT9T.1RCTEI�. Q2 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR p 3,p 7 4F T AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 3O -NO CONCRETE SHALL BE PLACED UNTIL TIE MR14S' AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. @-ALL UNDERGROUND WORK SHALL BE C'O'MPLETED PRIOR TO PAVING OP STREETS. @-EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING' Rc THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. �r 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE A�'- (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING T r' - rf °s i F `! ,SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. ^' r, - TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE T'' �' C7of T - 0wr,tMARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND j MOVEMENT MAY BE EXPECTED. 77 THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM s0 EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM 7, •�� CAL/OSHA. mss, ALL MANHOI;E9 SHALL BE CONSTRUCTED 6'" BELOW PAVEMENT GRADE 1 LEl�EL L/NE •1 AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER 1 007 01r1 0� 407' 1 PAVEMENT IS IN PLACE. �._> — — — •_ �/� ' �� 9 IF DURING CONSTRUCTION GROUND MATER IS ENCOUNTERED, A •�• SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 3 1@—NO TRENCH BACKFILL 'SHALL TAKE PLACE WITHOUT PRIOR APPROVAL, 3 OF THE CITY'S INSPECTOR. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED► IN 04L 0.5ACCORDANCE i � ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. . A .�YOT Tl> ��4LE 2191 E. Birch Street' 4 WEBB COURT; Brea, Ca. 52621 OEL NORTE STREET;_-- TELEPHCK4E : PACIFIC TELEPHONE rt TRINITY STREET H MARK M '11'`�� C. H m \ 9000 Hellan Avenue Rancho Cucamonga, Ca. 1;11'-: 70 • SHARON COURT - 1 COS e e � STATION "'PACEL 19a3.liELY. OF .2 1 - OMLROAD TRACKS AW1 MlSLY. OF CL SASELNE: Exn.,_ -31-90 1.1 111. ELY. OF EAST AvENIUE• SAME AS CITY S.K #364 + eA a* .� r� zg NO. 33340 0� C Foy � 7-W F-AI61AI" /�!rSNT//1o' 7'fi�ESE AL AAIS �f/1'L L NhT BE R,'SPD/VSIBCE A01TI Of LIA BLF fA UAMV 7yOR/,ZFD C#A /f/6ES r�� t,. IEXP k U W US'E'S OF 7V)Sf PL ,dN$. ALL CAtJ A1rEC TtTh'E P1,4 NS "/1407Ac IN 1"/r/Na .4ND MUST BF .APP,QavFD my +PRIVATE ENGINEER'S NOTICE, TO CON I RI ACT c�r _ C VI Tib' Y. THE EXISTENCE AND LOCATION Of ANY UNDERGROUND 'UTILITY PIPES OR �rFOFCAL%F� 1� STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL at CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN No ��V/S��J �Allwe . OATS GSTY DAT low P. SE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE AP�.QDI/i4L A0"IIAL CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO I AWEPReTAIA06W&L-!W�WCr(SHT2 AC /* 94 PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER ILINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. A, CONTRACTOR AGREES TMAT HE SMALL ASSUME SOLE AND COMPLETE 3186-L AIRWAY AVENUE COS' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of CIVIL ENGMIEERMMG • CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY Of ALL PERSONS Aft PROPERTY; THAT THIS REQUIREMENT SHALL APPLY COINTINUOUSLII AND NOT BE PREPARED UNDER THE SUPERVISION LIMITED TO NORMAL WORKING HOURS, ANO THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER ANO THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, EXCEPTING FOR LIABILITY ARISING FROM TME 1 SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. - N C. HOGANO R.C.E. 2E