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<br />I. ALL ELEVATION5 SHORN ON THI5 MAP ARE BASED UPON NG5 (101290 DATUM.
<br />BENCHMARK: V' x 5" CONCRETE MONUMENT YVE5T OF THE NORTH END OF BURNEWILLE FERRY BRIDGE, I' t
<br />EAST OF A P.G.d E. VAULT.
<br />ELEVATION= 102.21'
<br />2. 51TE PREPARATION SHALL INCLUDE STRIPPING OF VEGETATION AND ANY OTHER DELETERIOUS MATERIALS
<br />ENCOUNTERED AND REMOVAL FROM SITE.
<br />5. ENGINEERED BACK FILL SHALL BE PLACED IN THIN HORIZONTAL LAYERS AT A MAXIMUM OF 6 INCHES IN
<br />LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 40 PERCENT OF THE MAXIMUM DRY DENSITY, UNLE55
<br />OTHEM15E NOTED.
<br />4. IN AREAS TO RECEIVE ASPHALT PAVING, THE 50 GRADE SHALL BE 56ARIFIED TO A MINIMUM DEPTH OF 6
<br />INCHES AND RECOMPACTED TO 010 PERCENT OF MAXIMUM DRY DENSITY. ANY L005E OR SOFT POCKETS
<br />ENCOUNTERED SHALL BE OVER -EXCAVATED AND RECOMPACTED.
<br />5. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL CON515T OF GRANULAR NONEXPANSIVE
<br />501L HAVING A MAXIMUM PERCENTAGE PA551NG THE #200 SEIVE OF 40, A MAXIMUM PLASTICITY INDEX OF 6,
<br />AND A MINIMUM R VALUE (RESISTANCE VALUE) OF 40. IMPORTED FILL SHALL BE COMPACTED AT A
<br />M015TURE CONTENT AT OR NEAR OPTIMUM.
<br />6. THE INTENT OF THIS PLAN 15 TO AID THE CONTRACTOR IN DETERMINING THE QUANTITIES OF DIRT TO BE
<br />MOVED AND TO ESTABL15H DESIGN GRADES. THE GOAL OF THIS DESIGN 15 TO BALANCE THE SITE.
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