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I, CLERK OF THE TOWN OF LEXINGTON, MASS.,
HEREBY CERTIFY THAT THE NOTICE OF APPROVAL
OF THIS PLAN BY THE LEXINGTON PLANNING BOARD
HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE
AND NO APPEAL WAS RECEIVED DURING THE TWENTY
DAYS NEXT AFTER SUCH RECEIPT AND RECORDING
OF SAID NOTICqqE. )-�p�/�a((.
DATE TOWN CLERK
NOTE: FOR NOTES 8 LEGEND SEE SHEET 7 OF 12
a'
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/ 10' 30' )
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MAX, SLOPE 'e"PER I'SLOPE —7�o lic_ 8A, K FROM GUTTER w O � �,.
LOAM __ _ _ 12 u O p
2 �'7 - - -p- _ 3/8. PER C SLOPE
JJ 1%�2 •'BIT SURF
c Y< 4 ° LOAM ®SEED: BRIC %AS. ACE 6'
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I' 5' -0
BRICK INVERT
DRAIN CATCH BASIN 1,.4 "TO 9t0'DEEP
i 6" BELOW 9'-0"
SEWER MANHOLE
TYPICAL CROSS SECTION AND DETAILS
FOR STREET CONSTRUCTION
NOT TO SCALE
A
�\/ BOTTOM OF
615 ^Iei79 50 CLEANED DITCH
_ \ n
6" CONCRETE TABLE `
COMPACTED GRAVEL
A
MULBERRY ROAD — DRAINAGE STRUCTURE
NOT T0. SCALE
r
EXISTING GRADE
�3
2
�1
6 °T0 18°
LOAM 19 SEED LOAM a SEED
6 "COARSE GRAVEL (BOTTOM)
TYPICAL DITCH IMPROVEMENT
DETAIL
NOT TO SCALE
—" 10, —� WIDTH TO STANDARDS
SET BY TOWN
W
2-1'/2 "COURSES BIT. CONC.
K
2 N
w 3/8,r PER I'WI TH. NATURAL DRAINAG I
f LL
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/`4 "LOAM BSIFF 6" GRAVEL FOUNDATION REMOVE ANY
UNSUITABLE MATERIAL
�. 5' WIDE
1 I. 6" GRAVEL SUB -BASE
PEDESTRIAN a BICYCLE PATH DETAIL
NOT TO SCALE
k �
178.5
178:00 12
a
SECTION A -A
N0.,,10 GAUGE
3 MESH
v
TOP OF BE
3 ABOVE IP
STRAW BAI
SILTATION CONTROL
CHECK DAM
NOT TO SCALE
EXIST 18° PIPES
tit VV. • NUV Ir# I919
RIDGE ES!AT 5 IT
Kerrie
LEXINGTON, MASS.
Rea I t y
PLAN 81 PROFILE,
Trust
EAST EMERSON RD. (Profile C) �
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SCALE = AS SHOWN
JOSEPH W. MOORE CO.
?:rearEC HNIE
�nDreuTO of 1
4
LAND SURVEYORS CIVIL ENGINEERS
e
16 RAILROAD AVE. BEDFORD, MASS.
OCT. 10,1979 SHEEN' 8 OF 12
SUBDIVISIOIN