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HomeMy WebLinkAbout5.1-9716I TTS AV kNUk PRQh II FcO/ / ,4P CI ?"Y OF 0,/ /3 /& Pal. qTd*r'} /7 4 · P NOTE ALL GRADING SHALL CONFORM WITH CHAPTER 70 UNIFORM BUILDING CODE AND STANDARDS PERTAINING THERETO. ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT HOURS PRIOR TO PLACING ANY FILL MATERIAL. DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED JbaNIJARY, 1988; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON. THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AN/) BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: ASPHALTIC CONCRETE SHALL BE TYPE "B", MEDIUM GRADED. 1~" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH 5-7% ASPHALT; PER SECTION 39, STANDARD SPECIFICATIONS. AGGREGATE BASE SHALL BE CLASS 2, PER SECTION 26 OF SAID STANDARD SPECIFICATIONS. THE GRADING THE GRADING NUISANCE. CONTRACTOR SHALL USE WATER AS REQUIRED DURING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, 0IL AND GAS ~INES. THE ENINEER ASSUMES N© RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800 6~2 2~A). THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR 0.10 feet. IF AN AREA SHOULD BE F0~rN'D TO BE MORE THb~ 0.10' OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN ~ CORRECT THE GP~ING AT NO COST TO THE OWNER. QUANTITIES FOR EARTHWORK: EXCAVATION ~/fO C.Y. /~A// ~71~ FILL ~ C.Y. QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARP~TY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS AR SHORTAGE, THE CONTRACTOR SHALL CONTRACT THE ENGINEER SO THAT ADJUSTMENTS MAy BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. UPON COMPLETION OF GRb~ING AND BEFORE THE START OF CONSTRUCTION A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOILS ENGINEER. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS FIVE (5) FEET OR DEEPER. LEE MORALES ENGINEERING INC., SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CH~GES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY LEE MORALES ENGINEERING INC. 0 I0 O U 0 SHEET / / O I::.~BHEE TB