The URL can be used to link to this page

Home My WebLink About1126-1f GENERALNOTES �1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS CITY OF FONTANA. THOSE PORTIONS IN RIVERSIDE COUNTY SHALL MEET OR E REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL' DISTRICT. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DI PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF. STORM DRAINS EXCEPT WHERE 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FII ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL I INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS 7." EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATI( FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BI 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 BE CONSTRUCTED 6" BELOW PAVEMENT GRADE TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT I< 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMI 12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFAC' SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. �13. IF DURING CONSTRUCTION,; GROUND WATER IS ENCOUNTERED, A SYSTEM APPR( CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIREC_ SOILS ENGINEER. IN RIVERSIDE COUNTY, APPROVAL SHALL BE OBTAINED F 814. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE I IN RIVERSIDE COUNTY, APPROVAL SHALL BE OBTAINED FROM THE R.C.F.C.D. 815. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH - STANDARD SPECIFICATIONS. R.C.FC.D. STANDARDS SHALL BE MET IN RIVE �16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY AND THE RIVET FLOOD CONTROL DISTRICT. S7rOFIRA II)FtiIN PLANS SOtJTHRIDGE VILLAGE PHASE I rv4Lj.LElElRl3Y AVENUE SYS TEM I/ - PROJECT SITE I VICINITY MAP NTS 'RUCTION NOTES'AND QUANTITY' ESTIMATES ITEM QUANTITY UNIT Ty,4e B ,Oroo /7/ef., Oer ale101 0/7 5/7ee/ z mar .57`orm Iry/i� c/c,2vr7ou/ mer ,T��faiori S%�e,7' •� L�- �'a. f ^� �� C. P lC/as•s .�� 3 w 90 �•� 'f � • � C/os'ui-� Per d��c�� ori 5fieef z � 4 Ems, M. H TVpe 4 per R C. FC. W. C. D. Std. 2 54 Ell: ILI Type 2 per . RC..F 4 W. C. D. Std. 252, 3 Ems. REQUIRED R.C.F.C. & W.C.D. STANDARDS CHERRY / U INDEX OF SHEETSMH. 252 MANHOLE N0. 2 . � MH. 254 MANHOLE N0.4 MH. 255 MANHOLE FRAME & COVER MH. 259 STANDARD DROP STEP SHEET N0. DESCRIPTION � / �, JS. 258 JUNCTION STRUCTURE N0.2 .n I. "ITLE- - SHEET __2. DETAIL SHEET 3. PLAN AND PROFILE FROM STA. 0 +00.00 tO STA.!5+00.00 __-4. __PLAN AND PROFILE FROM STA. 5+00.00 TO STA. 17+30.00 -5. PLAN AN D PROFILE FROM STA. 17+ 30.00 -TO STA. 25+5 0.00 -6. PLA_ -AND PROFI LE FROM STA. 25 +60.00 T6 STA. 33 +00.00 7 _ DETAIL SHEET U ENGINEERS'NOTICETO 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF ING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED RUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. DNTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S NSI BILITY TO NOTIFY THE OWNERS, OF THE UTILITIES OR STRUCTURES CONCERNED STARTING WORK. DNTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING �ALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL IONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S PION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL VSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.