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S INCHES CRUSHED GRAVEL FINISH I 3
W DTH
MASS SPEC M1.03.1
1 VARIES
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BANK GRAVEL AS NEED TO MEET ABUTTERS WITHIN 300 FEET
GRADE.MASS M1.03.0
GRASS
CROSSI SECTIO N 4,.LOAM
ASSESSOR'S REFERENCE
I I II I IIII I I I II I I
J 3 37B LOT 7
CENTER LENGTH 1E FT tl @ll WATERSHED SPECIAL PERMIT
-III -1i1 _li�lll 1i-11 �Iph D� NOFNORTHA D 158 DALE STREET
III —111— III—III— III— —111— I TOWN OF NORTH ANDOVER
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III NORTH ANDOVER MA
COMPACTED SUBBASE F III � � L— � III VIII L— � III � � L � � III ��F Dare�ucreza�aw as;�s e
SHEET 2 OF 2
re KEVIN AND—STINE—ELLAN e
TOP AND SUBSOIL AS WELL AS UNSUITABLE reecoreo owrve 158 DALE STREET—THANOOVea MA
MATERIAL TO BE REMOVED.SUBBASE TO BE LONGITUDINAL SECTION AIIL-11 Ken,l—ELLAw
COMPACTED SUBSOIL mn
SEDIMENT SUMP DATE PRaFESSIONALENGINEERSNLANOS R EYORS
DRIVEWAY DETAIL CHR/ST/ANSEN&SERGI INC.