Bid No. 26-10 Paulding Middle School Rink Improvement Plans; Project No. 5131

Description

NH OW AY 24. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 25. ENGINEERED FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORT FROM THE GEOTECHNICAL ENGINEER AND MUST BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY. 26. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 27. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED BY THE SOILS ENGINEER. 28. ALL GRADING SHALL CONFORM TO TITLE 19 OF THE COUNTY ORDINANCE AND STANDARDS PERTAINING THERETO. 29. ALL CUT SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED IN THE SOILS REPORT. 30. ALL FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 31. ALL SLOPES IN EXCESS OF 3' IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 32. FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE GRADED NO STEEPER THAN 5:1. A SLOPE RATIO OF 2:1 SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES. ET HS TRE NC NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP. SITE INFORMATION OWNER: LUCIA MAR UNIFIED SCHOOL DISTRICT 602 ORCHARD ST ARROYO GRANDE, CA 93420 PH: 805-474-3000 SITE MAP ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION. CONTRACTORS SHALL OBTAIN APPLICABLE O.S.H.A. PERMITS WHEN WORKMEN MUST ENTER TRENCHES GREATER THAN FIVE FEET. REFER TO SOILS REPORT FOR ALLOWABLE SLOPES. 34. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 12". 35. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE 2022 CALIFORNIA BUILDING CODE. 36. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT THE FILL. 37. BERMS OF DRAINAGE DEVICES SHALL BE PLACED AT THE TOP OF ALL FILL SLOPES. 38. CLAD CONSULTING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.