HomeMy WebLinkAbout1130-1GENERALNOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE I
THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS I
CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEI
PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE 0-
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FIN'
ADJOINING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL H)
INSPECTED AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
7.y EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE C(
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATIOP
FIELD.
8. THE. WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET .IP
BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND 01
EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL I
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION (
WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA.
10. ALL MANHOLES SHALL BEONSTRUCTED.6 BELOW PAVEMENV GRADE AND BROUGI
FINISH GRADE BY THE PAVING.CONTRACTOR AFTER PAVEMENT IS IN PLACE.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB I
THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPI
12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTI
SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS.
13.. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPRO'
CITY,ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECT',
SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C'
15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH TI
STANDARD SPECIFICATIONS.
06. A$ BUILT PLANS SHALL BE PROVIDED TO_THE CITY BY•THE CONTRACTOR
STORM DRAIN PLANS
S�UTHRIDGE VILLAGE __PH SE I
FE�iI�Y AVENUE. SYSTEM
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INDEX' OF' SHEETS.
SHEET NO.
DESCRIPTION
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TITLE SHEET
RSI
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2-4.
DETAIL SHEETS
tea.
5,
PLAN AND PROFILE
FROM STA. 0+00.00 TO STA. 4t68.00
6.
PLAN AND PROFILE
FROM STA. 4+6800 TO STA. 13+70.00
7.
PLAN AND PROFILE
FROM STA. 13+70:00 TO ' 22+00.00
8.
PLAN ANO PROFILE
FROM STA.0+18.79 B.0 (E) STA. 9+65,00 (E.)
9:
PLAN AND PROFILE
FROM STA.9+65.00(E:)STA. 15+00.00(E.)
10.
PLAN AND PROFILE
CHERRY AVE. BRIDGE (SOUTH).
STORM DRAIN PLANS
S�UTHRIDGE VILLAGE __PH SE I
FE�iI�Y AVENUE. SYSTEM
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RUCTION NOTES' AND QUANTITY' E%113TIMATES
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UNIT
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ENGINEE.RS' NOTICE TO CONTRACTOR
NDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS,
HOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE
ION AND EXTENT.
ALL BE THE CONTRACT'OR'S RESPONSIBILITY TO DETERMINE THE NATURE OF
ING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED
RUCTION AREA IMMEDIATELY PRIOR 70 CONSTRUCTION.
ONTRAC70R'IS-REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
TILITIES OR STRUCTURES FOUND AT THE SITE. I7 SHALL BE THE CONTRACTOR'S
NSIBILI7Y 70 NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
E STARTING WORK.
ONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING
RALLELING PRIOR TO ANY CONSTRUCTION 70 VERIFY BOTH HORIZONTAL AND VERTICAL
IONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S
TION PRIOR 70 CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
NSIBTLITY FOR ANY COSTS OF RELOCATION OR ,ADDITIONAL COSTS OF CONSTRUCTION.
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SURVEYOR'S PLAT C. S. 7107