FIGURE
2
Conventional Footings
on Ground
Improvement
B-1
B-2
APPROXIMATE LIMITS OF
PROPOSED BUILDING
OPTION 1
B-8
B-7
B-3
B-4
B-5
APPROXIMATE LIMITS OF
EXISTING SCHOOL BUILDING
Conventional Footings
on Natural Bearing
Soil.
B-6
FILE NAME: H:\Acad\JOBS\5883\5883-F02.dwg
GRAPHIC SCALE
Possible Pile Support
or Conventional
Footings on Ground
Improvement
0
100
100
DOVER
200
NEW HAMPSHIRE
SUBSURFACE EXPLORATION PLAN - OPTION 1
FOR
LEGEND
APPROXIMATE LOCATION OF BORING PERFORMED BY
NEW ENGLAND BORING ON MAY 4 AND 5, 2015 FOR
McPHAIL ASSOCIATES, LLC
HMFH ARCHITECTS, INC.
REFERENCE: THIS PLAN WAS PREPARED FROM A
40-SCALE DRAWING ENTITLED "BOUNDARY SURVEY"
DATED FEBRUARY 23, 2015 BY SEBAGO TECHNICS
BY
McPHAIL ASSOCIATES, LLC
MAY 2015
F.G.P.
5883
J.S.H.
1" = 100'
FIGURE
3
B-1
B-2
Conventional Footings
on Ground
Improvement
APPROXIMATE LIMITS OF
PROPOSED BUILDING
OPTION 2
B-8
B-7
B-3
B-4
B-5
APPROXIMATE LIMITS OF
EXISTING SCHOOL BUILDING
Conventional Footings
on Natural Bearing
Stratum.
B-6
GRAPHIC SCALE
0
FILE NAME: H:\Acad\JOBS\5883\5883-F03.dwg
100
Pile Supported
Foundations
100
DOVER
200
NEW HAMPSHIRE
SUBSURFACE EXPLORATION PLAN - OPTION 2
FOR
LEGEND
APPROXIMATE LOCATION OF BORING PERFORMED BY
NEW ENGLAND BORING ON MAY 4 AND 5, 2015 FOR
McPHAIL ASSOCIATES, LLC
HMFH ARCHITECTS, INC.
REFERENCE: THIS PLAN WAS PREPARED FROM A
40-SCALE DRAWING ENTITLED "BOUNDARY SURVEY"
DATED FEBRUARY 23, 2015 BY SEBAGO TECHNICS
BY
McPHAIL ASSOCIATES, LLC
MAY 2015
F.G.P.
5883
J.S.H.
1" = 100'