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<br />SITE PREPARATION AND GRADING
<br />Srrlill RSPA�h7i0l HOULD INCLUDE THE STRIPPING AND
<br />REMOVAL OF YEGETATION, STRUCTURES AND ALL DEBRIS FROM
<br />TH4MXETAMMKIll
<br />SAUCTION. THE ACTUAL DEPTH OF STRIPPING b6 2
<br />X
<br />SHOUBdED IN THE FIELD BY A SOILS ENGINEER.
<br />ALL' AND DEBRIS SHOULD BE REMOVED
<br />PRM -THE SIM AND . NOT INCORPORATED IN ANY OF THE O E' G F1 a f C7
<br />STRUCTURAL. FILLS. VOIDS LEFT BY THE RfftVAL OF
<br />FOUNDATIONS TRIiB�GRAPEVINBS,QR OTHER BURM OBJECTS
<br />SHOULD BE 0 REXCAVAIED AND RECOMPACTED. cSS 2
<br />AMR STRIPPING AND REMOVAL OF VEGETATION AND 66-4? � E 6 • g
<br />DEBRIS, AND BEFORE PLACEMENT OF ANY ENGINEERED FILL, THE Ir- _
<br />EXPOSED SURFACE SOIL WITHIN AND TO A MINIMUM OF 5 FEET
<br />BEYOND ALL BUILDING AREAS, SHOULD BE SCARIFIED TOA
<br />MINIMUM DEPTH OF 6INCHES AND RECOMPACTED TO 90 PERCENT aJ r/' -- 1 \ •�
<br />OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE Amu D- x
<br />1557 TEST PROCEDURE AT A MOISTURE CONTENT NEAR OPTIMUM.
<br />ANY THOSE OR SOFT POCKETS OF SOIL ENCOUNTERED DURING
<br />THIS PROCESS SHOULD BE OVEREXCAVATED AND RECOMPACTED.
<br />ANY FEL REQUIRED TO BRING THE SITE TO FINISHED �.�._----� -�`�- '':'ti•Ty
<br />GRADE SHOULD CONSIST OF ONSITE SOILS OR IMPORTED i �� - - ---� __..-• - - --� ,. `•�,• \` `�
<br />GRANULAR NONEXPANSIVE SOIL HAVING A MAXIMUM
<br />PERCENTAGE PASSING THE #200 SIEVE OF 40, A MAXIMUM
<br />PLASTICITY INDEX OF 8, AND A MINIMUM R -VALUE (RESISTANCE-
<br />VALUE) OF 40. SUCH IMPORTED FILL SHOULD BE COMPACTED AT
<br />A MOISTURE CONTENT AT OR NEAR OPTIMUM. SAMPLES OF ANY�_
<br />PROPOSED IMPORTED FILL. SOIL SHALL BE SUBMITTED TO THE f-- --
<br />SOILS ENGINEER FOR APPROVAL PRIOR TO BEING BROUGHT 1b --- �� --- ' f__- _' ---' -- - �_,-- l �•„ `�
<br />THE SITE. ENGINEERED FILL SHOULD BE PLACED IN HORIZONTAL --� --- `� _ T- -- -
<br />IM�
<br />LAYERS A MAXUM OF 8 INCHES IN LOOSE THICKNESS AND `" ---- --- -- —.— \
<br />COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM - �;;,-..--•"`"��'` __.�-- - "—-_."----__�-_•`'�••.,,,�� \\�\
<br />DRY DENSITY AS DETERMINED BY THE ASTM D-1557 TEST
<br />PROCEDURE.
<br />STRUCTURAL AND TRENCH BACKFILL SHALL BE PLACED
<br />IN THE SAME MANNER AS ENGINEERED FILL. TRENCH BACKPILLS
<br />MAY BE JETTED OUTSIDE BUILDING AREAS. HOWEVER, IF JETTING - -- - -' --
<br />ISPBRFORMED,SUPFICIENTTIMESHOULDBESETASIDETOALLOW �- -- -^ '�� ~�
<br />. '.'.� ..
<br />CONSOLIDATION TO OCCUR. IN ADDITION, DENSITY TESTS ....,--.-.--.�-�--` '-"'----.-.`�
<br />-- -_.� - ✓
<br />59
<br />SHOULD BE TAKEN TO VERIFY THE RECOMMENDED COMPACTION. �� .,�--•"'�
<br />IN AREAS TO RECEIVE ASPHALTIC CONCRETE, THE
<br />SUBGRADE SOILS, TO A DEPTH OF AT LEAST 6 INCHES BE
<br />COMPACTED AT OR NEAR OPTIMUM MOISTURE CONTENT, TO A--
<br />MINIlUM OF 95 PERCENT OF 1H8 REFERENCED TEST PROCEDURE. /ip
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<br />rrections By
<br />Changes Bye
<br />to 17-19-33 Person Using This Drawing Shouli J Verify
<br />kdomaaonBy inspecting The Site Of Work,
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<br />1011 E NO. leo-21937-02.601 G,E0TEG0WCgL
<br />SERV/CES -,owo ieT UPDATE CONCERN/NG
<br />COMPRCT/ON REQU/REMENTS AND .8/re
<br />F AREAAQAT/ON.
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