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<S 811IL T UPDATE CONSISTS OF THE FOLLOWING'
NOTE.'
WATER LINE DEPTH AS SHOWN IS INTERPOLATED
1)
FINISH CENTERLINE GRADES.
BETWEEN KNOWN POINTS AT GATES BASED ON
2)
FINISH GUTTERLINE GRAOES ON LEFT AND RIGHT.
AN ASSUMED 5 FOOT COVER.
3)
BACK EDGE OF SIDEWALK GRADES.
4)
RIM ELEVATIONS OF SEWER AND DRAIN MANHOLES.
5)
THE COMPLETION OF SIDEWALK.
THE AS BOIL T UPDATE IS FROM STATION 0*00 TO 15175.
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N �� s $0 t`e�� e� 5 EAST EMERSON ROAD
N m N ti ` �� h �\N h m � o STATION 0f00 TO STATION 11100 Lo
N a 03 r r co (o v, to in co cfl cfl N r` ai oa SCAL ES.- 1 " = 40 ' HOR. LJUL Y 27, 1388
03 OD 00 00 w 00 oo co 03 oa ca m 00 co m 1" = 4 " VERT. &PP'o —E SEA
SSE /700 OGT /2, / 989
1 +00 2 +00 3+00 4-+00 5 +00 6 +00 7+00 8 +00 9 +00 10 Od r" G H4:YES ENGINEERING INC. 603 SALEM STREET
CIVIL ENGINEERS 6 MAKEFIELD, MASS. 01880 ST/L ✓�V� LAND SURVEYORS TEL: (617) 246 -2800
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