Nantucket , Massachusetts
ISSUES/REVISION DATE 1. HDC Submission- Sept 9, 2010
Renovations & Additions to the
W
EXIST. WELL
81-6.3 N/F EVELYN MONCRIEFF LINDSAY COPELAND CERT. #19115 L.C.C. 13648-B LOT 2
10
EXIST. 2,000 GAL. SEPTIC TANK
TE RO
EXIST. D-BOX
13
x14.8
9
2' 8.3
12
13
E
15
E
x14.7
x17.2 E
13
T
EXIST. TRASH BIN
WT
LP TANK
14 E
M BER
RO N
D
17.9x
EXIST. WELL
x20.0 R
W
TE
AP
x17.3
H
EL W
18.4x
CO NC
LP
EC OT
ON TI
Nantucket , Massachusetts
NE ZO
x20.6
x18.7
RE
HAL T
BE
20
T
GE O F
x19.3
AN
x12.9
138 Miacomet Road
x18.6
T
PL
ASP
18 PO RC
PLAN
19
15.5x
L
PROPOSED RESERVE AREA
20
19
TP 21
TO 270'±
FIRST FLOOR PLAN
A1.2
SECOND FLOOR PLAN
A2.1
ELEVATIONS
A2.2
ELEVATIONS
A2.3
ELEVATIONS
T. PO ST &
x19.7 PROPOSED FORCEMAIN
A1.1
S
x20.1
PROPOSED 1500 GALLON CONCRETE TANK AS A PUMP CHAMBER
9'
x20.7
SECOND FLOOR DEMOLITION PLAN
E
18
IC V
x21.3
#2
D1.2
FEN C
17
18.8x
PROPOSED 2000 GALLON CONCRETE SEPTIC TANK
EXIST. LEACH TRENCHES
TP
MAINTAIN EXISTING GRADES
121.2
x20.4 RELOCATE W/F SHED
19.4x
10' MIN
81-6 N/F BLUEFIN PARTNERS, LLC. CERT. #22185 L.C.C. 13648-C LOTS 7, 8 & 9
IC V
FIRST FLOOR DEMOLITION PLAN
RAIL
18.4x
EXISTING TANK & LEACH PITS TO BE PUMPED EMPTY AND BACKFILLED WITH CLEAN COMPACTED MATERIAL
EXIST. D-BOX
2n d DE ST CK Y.
x18.7
x18.9
0'
ELEC.
BE D
16
'
CK
10
15
x15.3 575.00
DE
D1.1
#3
21.1x
21.6x
10' MIN
90.98'
EXIS
17.5x
x14.9
81-14 N/F WARREN A. HYDE CERT. #20299 L.C.C. 36550-B LOT 1
T
WEL L
AN D
AN
COVER SHEET, SITE PLAN, LOCUS
x21.1
x20.7
TING
/WE TL
B. W .
A0.0
21.9x
EXIS
x14.4
W AL K
E W XIS /F T. DW 2 EL STY ES LI . NG HO LD E PO L.= RC 20 .5 H
TH R
NE Y
OM P
ON D
x14.4
18.4x PL
IM
' FR
DE
CK
IC K
BE D
300 OF BR USH (T YP.)
BR
CH
EDGE
17.9x
x20.8 x20.1
T
14
S
EXIST.
x13.5
PLANT BED
Y DRIVEWA
x14.4
13
dhCB FND.
B. W .
AN
10
14.6x
16.00'
x19.2
x18.4
ED
21
EXIS
15.3x
BASEMENT ACCESS
CK
PL
36.87'
T. ED
12
x13.9
12.1x
IC V
DE
PL AN x17.7 T B
D
14.9x
BE
WOOD RETAINING WALL
x14.6 14.6x
11
dhCB FND.
x14.9
GR AV E
x17.9
15
14.9x
5'
17.8x
WOOD RETAINING WALL
15.9x
x14.6
11.6x
533.0
16.4x
x13.7 x12.2
x9.3
17
E
x15.3
16
14.7x 10.9x 12.9x
x9.1
x16.2
E
100'
IS T.
BENCHMARK: SQUARE CUT SET IN CONCRETE APRON EL.=16.19 '34 HTL
AIL F ENC E
E
12.7x
EX
MIA C
T. PO ST & R
E
14
OM ET
11
9.4x
EXIS
x11.5
18
x12.5
14.5x 10.6x
DRAWING INDEX
x13.3
10
RO AD
x8.9
x9.1
LP
PROPOSED LEACH TRENCHES (3) 57' LONG W/ 9 CHAMBERS EACH
LT
SITE PLAN- EXISTING
1
OF AS PH A
Scale : 1:50
dhCB FND.
10
EX IS T.
ED
GE
GROUNDWATER FLOW PER H.W.H. MAP #2 11 EV
Nantucket, Massachusetts
12
EL W
NE ZO
138 MIACOMET ROAD
x12.2
9.3x
N IO CT
HUNGERPILLER RESIDENCE
EV
APPROXIMATE EDGE OF POND/WETLAND
PROPOSED WELL BY OTHERS W
Renovations & Additions to the
N
Hungerpiller Residence
LP
11
EX
EXIST. LEACH TRENCHES
TE RO
EL W
dhCB FND.
10
IS T. E
DG E
OF A
SP
DIRECTION OF GROUNDWATER FLOW PER H.W.H. MAP #2
NE ZO
ARCHITECTURAL
HA
LT
9.5x
N IO CT
RO AD
12 13
10
EXIS T. PO ST &
9
RAIL
FEN C
E
2'
EL
DRIV
EWA Y
25 x 5
1 A0.0
13
16
17
19
M BER
18 15
18
20
ASP
HAL T
20 x 20
36.87'
+19
+19
12
10
13
14
dhCB FND.
EXIST.
EDGE OF BR U
FFE- EL. 21
LOCATION OF EXISTING BLDG
S
SH (TY P.)
+19
15
121.
17
'
29'
16
575.00
TP
+19
S
18
SITE PLAN- PROPOSED Scale : 1:10
RAIL T. PO ST & EXIS
21
90.98'
2
FEN CE
20
19
TP
Te l e . 5 0 8 2 2 8 9 1 6 1 F a x 5 0 8 2 2 8 3 1 6 5
21
16.00'
T h o r n e w i l l D e s i g n LLC 48 Dukes Road Na n tuck et, M a. 02 55 4
T. ED GE O F
5'
c Thornewill Design LLC 2010
14
533.0
11
EXIS
N.T.S.
+17
25 x 20
dhCB FND.
LOCUS This drawing is the sole property of the Designer and is to be used for the identified project and site. The contents of this drawing are not to be sold, altered, transferred, copied, or reproduced without the expressed written permission of the Designer. This drawing is to be returned to the Designer upon request.
MIA
WT
USE OF DRAWING
13
12
8.3
CO ME
15
14
T
11
GRA V
Project No: Designed by:
LT PM
Drawn by: Checked by:
LT
Sheet No:
A0.0 Contents: Site Plan
Renovations & Additions to the
W
EXIST. WELL
81-6.3 N/F EVELYN MONCRIEFF LINDSAY COPELAND CERT. #19115 L.C.C. 13648-B LOT 2
10
EXIST. 2,000 GAL. SEPTIC TANK
TE RO
EXIST. D-BOX
13
x14.8
9
2' 8.3
12
13
E
15
E
x14.7
x17.2 E
13
T
EXIST. TRASH BIN
WT
LP TANK
14 E
M BER
RO N
D
17.9x
EXIST. WELL
x20.0 R
W
TE
AP
x17.3
H
EL W
18.4x
CO NC
LP
EC OT
ON TI
Nantucket , Massachusetts
NE ZO
x20.6
x18.7
RE
HAL T
BE
20
T
GE O F
x19.3
AN
x12.9
138 Miacomet Road
x18.6
T
PL
ASP
18 PO RC
PLAN
19
15.5x
L
PROPOSED RESERVE AREA
20
19
TP 21
TO 270'±
FIRST FLOOR PLAN
A1.2
SECOND FLOOR PLAN
A2.1
ELEVATIONS
A2.2
ELEVATIONS
A2.3
ELEVATIONS
T. PO ST &
x19.7 PROPOSED FORCEMAIN
A1.1
S
x20.1
PROPOSED 1500 GALLON CONCRETE TANK AS A PUMP CHAMBER
9'
x20.7
SECOND FLOOR DEMOLITION PLAN
E
18
IC V
x21.3
#2
D1.2
FEN C
17
18.8x
PROPOSED 2000 GALLON CONCRETE SEPTIC TANK
EXIST. LEACH TRENCHES
TP
MAINTAIN EXISTING GRADES
121.2
x20.4 RELOCATE W/F SHED
19.4x
10' MIN
81-6 N/F BLUEFIN PARTNERS, LLC. CERT. #22185 L.C.C. 13648-C LOTS 7, 8 & 9
IC V
FIRST FLOOR DEMOLITION PLAN
RAIL
18.4x
EXISTING TANK & LEACH PITS TO BE PUMPED EMPTY AND BACKFILLED WITH CLEAN COMPACTED MATERIAL
EXIST. D-BOX
2n d DE ST CK Y.
x18.7
x18.9
0'
ELEC.
BE D
16
'
CK
10
15
x15.3 575.00
DE
D1.1
#3
21.1x
21.6x
10' MIN
90.98'
EXIS
17.5x
x14.9
81-14 N/F WARREN A. HYDE CERT. #20299 L.C.C. 36550-B LOT 1
T
WEL L
AN D
AN
COVER SHEET, SITE PLAN, LOCUS
x21.1
x20.7
TING
/WE TL
B. W .
A0.0
21.9x
EXIS
x14.4
W AL K
E W XIS /F T. DW 2 EL STY ES LI . NG HO LD E PO L.= RC 20 .5 H
TH R
NE Y
OM P
ON D
x14.4
18.4x PL
IM
' FR
DE
CK
IC K
BE D
300 OF BR USH (T YP.)
BR
CH
EDGE
17.9x
x20.8 x20.1
T
14
S
EXIST.
x13.5
PLANT BED
Y DRIVEWA
x14.4
13
dhCB FND.
B. W .
AN
10
14.6x
16.00'
x19.2
x18.4
ED
21
EXIS
15.3x
BASEMENT ACCESS
CK
PL
36.87'
T. ED
12
x13.9
12.1x
IC V
DE
PL AN x17.7 T B
D
14.9x
BE
WOOD RETAINING WALL
x14.6 14.6x
11
dhCB FND.
x14.9
GR AV E
x17.9
15
14.9x
5'
17.8x
WOOD RETAINING WALL
15.9x
x14.6
11.6x
533.0
16.4x
x13.7 x12.2
x9.3
17
E
x15.3
16
14.7x 10.9x 12.9x
x9.1
x16.2
E
100'
IS T.
BENCHMARK: SQUARE CUT SET IN CONCRETE APRON EL.=16.19 '34 HTL
AIL F ENC E
E
12.7x
EX
MIA C
T. PO ST & R
E
14
OM ET
11
9.4x
EXIS
x11.5
18
x12.5
14.5x 10.6x
DRAWING INDEX
x13.3
10
RO AD
x8.9
x9.1
LP
PROPOSED LEACH TRENCHES (3) 57' LONG W/ 9 CHAMBERS EACH
LT
SITE PLAN- EXISTING
1
OF AS PH A
Scale : 1:50
dhCB FND.
10
EX IS T.
ED
GE
GROUNDWATER FLOW PER H.W.H. MAP #2 11 EV
Nantucket, Massachusetts
12
EL W
NE ZO
138 MIACOMET ROAD
x12.2
9.3x
N IO CT
HUNGERPILLER RESIDENCE
EV
APPROXIMATE EDGE OF POND/WETLAND
PROPOSED WELL BY OTHERS W
Renovations & Additions to the
N
Hungerpiller Residence
LP
11
EX
EXIST. LEACH TRENCHES
TE RO
EL W
dhCB FND.
10
IS T. E
DG E
OF A
SP
DIRECTION OF GROUNDWATER FLOW PER H.W.H. MAP #2
NE ZO
ARCHITECTURAL
HA
LT
9.5x
N IO CT
RO AD
12 13
10
EXIS T. PO ST &
9
RAIL
FEN C
E
2'
EL
DRIV
EWA Y
25 x 5
1 A0.0
13
16
17
19
M BER
18 15
18
20
ASP
HAL T
20 x 20
36.87'
+19
+19
12
10
13
14
dhCB FND.
EXIST.
EDGE OF BR U
FFE- EL. 21
LOCATION OF EXISTING BLDG
S
SH (TY P.)
+19
15
121.
17
'
29'
16
575.00
TP
+19
S
18
SITE PLAN- PROPOSED Scale : 1:10
RAIL T. PO ST & EXIS
21
90.98'
2
FEN CE
20
19
TP
Te l e . 5 0 8 2 2 8 9 1 6 1 F a x 5 0 8 2 2 8 3 1 6 5
21
16.00'
T h o r n e w i l l D e s i g n LLC 48 Dukes Road Na n tuck et, M a. 02 55 4
T. ED GE O F
5'
c Thornewill Design LLC 2010
14
533.0
11
EXIS
N.T.S.
+17
25 x 20
dhCB FND.
LOCUS This drawing is the sole property of the Designer and is to be used for the identified project and site. The contents of this drawing are not to be sold, altered, transferred, copied, or reproduced without the expressed written permission of the Designer. This drawing is to be returned to the Designer upon request.
MIA
WT
USE OF DRAWING
13
12
8.3
CO ME
15
14
T
11
GRA V
Project No: Designed by:
LT PM
Drawn by: Checked by:
LT
Sheet No:
A0.0 Contents: Site Plan
