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-77
/ GRADING AND CLEARING NOTES:
1. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL
EXISTING UTILITIES, PRIOR TO THE START OF ANY CONSTRUCTION WORK. ANY DAMAGE TO EXISTING STRUCTURES UTILITIES, FENCES AND!OR INCIDENTALS NOT
DESIGNATED FOR REMOVAL SHALL BEREPAIRED &TTHE CONTRACTORS EXPENSE.
' 2. CONTRACTOR SHALL PROVIDE ALEVEL BUILDING PAD BASED UPON PROPOSED FINISHED FLOOR ELEVATION TO±0.10'0R8SESTABLISHED THROUGH ALTERNATIVE
BID REQUIREMENTS.
-/ S. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. ALL SLOPES AND AREAS DISTJRBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND A MINIMUM OF FOUR
INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, As
NEEDED. THE AREA SHALL THEN BE SEEDED; FERTILIZED, MULCHED WATERED NND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY
AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
/ \ 4. PRIOR TO ORDERING PRECAST STRUCTURES, SHOP DRAWINGS SHALL BE SUBWTTED TO THE DESIGN ENGINEER FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE
OBTAINING, CITY, STATE, 0RUTILITY APPROVAL FOR ANY ITEMS UNDER THEIR �UR|S0CT|ON.
|v/ ' 5. AREAS OF CONSTRUCTION SHALL BE STRIPPED OF ALL VEGETATION, ORGANICMATTER AND TOPSOIL TO A DEPTH AS RECOMMENDED BY GEOTECHNICAL ENGINEER
AND/OR TESTING AGENCY. SOILS REMOVED DURING SITE STRIPPING SHOULD EE EVALUATED TODETERMINE |FPORTIONS OFTHE TOPSOIL STRATUM MAY BE
/ ) � UTILIZED AS STRUCTURAL FILL WITHIN PAVEMENT AREAS. ANY MATERIAL NOT DEEMED AS SUITABLE FILL MATERIAL BY THE GEOTECHNICAL ENGINEER AND/OR
TESTING AGENCY SHALL BE REMOVED FROM THE JOB SITE BY THE CONTRACTOR AT HIS EXPENSE.
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/ 6� CONTRACTOR SHALL ADHERE TOTHE SITE PREPARATION AND STRUCTURAL FLLRECOMMENDAT0NSASCALLED OUT |NTHE 8EOTECMN|CALREPORT AND
| ' ENGINEERING EVALUATION ASPROVIDED OYTHE 8E8TECHN|CALENGINEER.
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i 7. ALL EMBANKMENT SHOULD BE PLACED IN CONTROLLED LIFTS HAVING A MAXIMJM LOOSE LIFT THICKNESS OF 9". EMBANKMENT PLACED WITHIN THE PAVEMENT
AREAS SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE MATERIALS MAI IMUM DRY DENSITY AS DETERMINED BY ASTIM D-698 (STANDARD PROCTOR
COMPACTION). MOISTURE CONTENT OF THE FILL AT TIME OF COMPACTION SHA-L BE WITHIN A RANGE OF 0 TO 4 PERCENT ABOVE OPTIMUM MOISTURE CONTENT AS
/ | DEFINED BY THE STANDARD PROCTOR COMPACTION PROCEDURE. ALL EMBAWMENT PLACED WITHIN 18"OF THE BUILDING SUBGRADE SHOULD HAVE A LIQUID LIMIT
LESS THAN 55. THE GEOTECHNICAL REPORT SHALL SUPERSEDE RECOMMEND�TION AS STATED IN THIS PLAN SET, AS NECESSARY.
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