83-2029 - Site Plani
6 EXISTING EDGE OF PANEMENN
CHANNEL POINT DRI VE EXISTNG
GRAVEL
EXISTING EDGE OF PAVEMENT '_ DRIVEWAY
- - - - l.P. EXISTING — — _ / - ���
ELECTRIC Box —6--^'� 0
(FND) _ - N41'43 40-E' 142.74 , -
- 3 �I
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WJT£R LINE I I ( CAP
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LOCATION MAP 1 " = 2000'
i
6 EXISTING EDGE OF PANEMENN
CHANNEL POINT DRI VE EXISTNG
GRAVEL
EXISTING EDGE OF PAVEMENT '_ DRIVEWAY
- - - - l.P. EXISTING — — _ / - ���
ELECTRIC Box —6--^'� 0
(FND) _ - N41'43 40-E' 142.74 , -
- 3 �I
ESV
EXISTING
f
EXSTING TREELINE? REBAR
WJT£R LINE I I ( CAP
-
UNDERGROUND
I
(APPROX.,
ELECTRIC
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I
I
LOCATION)
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��PROPOSED�
PEASTONE
PROPOSED '
SEPTIC
SYSTEM
\ LOCATION I HYD
I
GARAGE SLAB
FLEVA77ON = 7.2
STOCKPILE AR / NF DRIVEWAY I
\ EXISTING / - - -\ \ i- r - r - i- - TEND)
--1-------- ---
UILDING ENVELOPE � EX/ST SEPTIC <
ZONING DATA
DISTRICT: R-25
MINIMUM REQUIREMENTS:
LOT AREA 25,000 S.F.
LOT FRONTAGE 150 FT
FRONT YARD 30 FT
SIDE YARD 15 FT
REAR PARD 20 FT
MAX DT COVERAGE 257
MAXIMUM SHAPE FACTOR 22
MAX BUILDING HEIGHT 35 FT
ASPHALT
0 4 \ DRNEWAY= SYSTEM
Q
PROP. ��� 1 I iAPPROX. I
o Q EIXSTING ELECTRIC XiST/N O� \ L.T ONE �, WAY I{ LOCATION)
_ 12-, _ SERVICE ; SHED �F 13 NDIN i ' i EXISTING x, E c I Z
� o� � MO AS NL' SSARY :I o
S � FL
DECK (1ST &
J \ I
CD:I PROPPROP. N 2ND OOR)
cl W Z 1 BREEZEWAY , GARAGE Ci
PROPOSED } J 8.0'
x 0
6.0 EXSC100' 2
ZONE; DEr'K \
v m2
PROP. BALCONY PROP. STONEcs < m
PROP. (RLMO
2ND FLOOR) LANDING cr STONE mQ PBSEZ32
LANDING
n
/
PROP.EX/STING DWELUNG { C
rn(i ST12 EXISTING I / o, FLOOR) x CONNECTINGCONY T.O.F. f Z.=7.Sf EL�7.2f
ro i
y w o
DWELUNG I �V I ` 1 I �EXISTING F. F.E EL. & Sf I z o w
f 8 V ENCLOSED PORCH
SLAB EL.=12.3f ,� I' PROP. EX/STING
(2ND FLOOR { 2
�a �\ x J 151AIRS GARAGE _ 6
L L _— / SLAB F.F.E. I I
_ -- 1,11} EX/ST. EL=72f EL=7.8f I PROP.
PR OSED SCREEN PORCH + 'I I,'r �0 CK I SHOWERR
\_ (1ST FLOOR 10'x14') o.' EXIST I I A PROP {
50'S27 STAIRS II OEo EITII(pi m
� rn i DECK (15T & R£MO
EXISTNG FLOOR DECK ELE %/ON
2ND Sr I I �� DECK L I
FENCE I J 15T FL00 EL =8.1 f PROPOS 1 /"• ' 30.0 150' SETBACK 1
- „G.; •\ • I..` xo.t 2ND FLO EL.=157f1 I FlREPfT �� ---PROP.
OP i I ` �Rg�o PROP. 'I
35 SETBACK
-=i 21 I PROP. "E 12'x16' i _ `..-A ... \
ATER j ELECTRIC SHED { 35 SETBACK
I % - BU/LD/NG ENVELOPE
LINE
UNE ENS Y \
ASSESSORS LOT 014-009 - - - - - - - - - - - - -_ _ _ _ LIGHT
30,492± S.F.
- - - - EXISTING x
x 5.7 -11 OUTDOOR PROPOSED WOOD
PROPOSED SILT SOCKDECKING
Sh°WER WITHIN ONE STEP �SALT
M E A D O W
& LIMIT OF WORK R� ' EXLSTLNG TOP OF BANK
FEMA FLOOD ZONE AE (f -1. `., (7� ABOVE GRADE r. 4.8
_.._.._.._.._.._.._.-.--- ..-. x-3 ROA D
FEMA FLOOD ZONE AE (EL.13J —" _ FEMA FL000 ZONE AE (EL.1\
_EX/ST/NG WATER LINE FEMA FLOOD ZONE AE (EL.13J — —
(AT TIME OF SURVEY) I EX/ST/VG x
EXISTING WOOD
PROPOSED WALKWAY
POWER
PEDESTAL
Al
_ EX/ST/NG BOK o
PIER UP
EXISTING E —
RAMP kipTi�
PILING (TYP)
EXISTING
FLOATS
20 0 20 40 60
TIDAL CREEK
Scale I " = 20'
NOTES:
1) SEE 'SIMMONS RESIDENCE 2 CHANNEL POINT ROAD YARMOUTH,
MA" BY PATRICIA VAN BUSKIRK LANDSCAPE ARCHITECTURE FOR
LANDSCAPE PLAN (REFER TO LANDSCAPE PLAN FOR MATERIAL
SPECIFICATIONS).
2) SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL.
3) PROPOSED SHED MUST BE SECURELY ANCHORED TO A FOOTING
OR FOUNDATION PER CON COM BYLAW REQUIREMENTS.
CBDH
(END)
SITE
REVISIONS
JULY 16, 2015
I \
.AUGUST 5, 2015
CHANGE GARAGE LOCATION
\
I
I
x
1
{
0
mI0
m
m�Z
PROPOSED '
SEPTIC
SYSTEM
\ LOCATION I HYD
I
GARAGE SLAB
FLEVA77ON = 7.2
STOCKPILE AR / NF DRIVEWAY I
\ EXISTING / - - -\ \ i- r - r - i- - TEND)
--1-------- ---
UILDING ENVELOPE � EX/ST SEPTIC <
ZONING DATA
DISTRICT: R-25
MINIMUM REQUIREMENTS:
LOT AREA 25,000 S.F.
LOT FRONTAGE 150 FT
FRONT YARD 30 FT
SIDE YARD 15 FT
REAR PARD 20 FT
MAX DT COVERAGE 257
MAXIMUM SHAPE FACTOR 22
MAX BUILDING HEIGHT 35 FT
ASPHALT
0 4 \ DRNEWAY= SYSTEM
Q
PROP. ��� 1 I iAPPROX. I
o Q EIXSTING ELECTRIC XiST/N O� \ L.T ONE �, WAY I{ LOCATION)
_ 12-, _ SERVICE ; SHED �F 13 NDIN i ' i EXISTING x, E c I Z
� o� � MO AS NL' SSARY :I o
S � FL
DECK (1ST &
J \ I
CD:I PROPPROP. N 2ND OOR)
cl W Z 1 BREEZEWAY , GARAGE Ci
PROPOSED } J 8.0'
x 0
6.0 EXSC100' 2
ZONE; DEr'K \
v m2
PROP. BALCONY PROP. STONEcs < m
PROP. (RLMO
2ND FLOOR) LANDING cr STONE mQ PBSEZ32
LANDING
n
/
PROP.EX/STING DWELUNG { C
rn(i ST12 EXISTING I / o, FLOOR) x CONNECTINGCONY T.O.F. f Z.=7.Sf EL�7.2f
ro i
y w o
DWELUNG I �V I ` 1 I �EXISTING F. F.E EL. & Sf I z o w
f 8 V ENCLOSED PORCH
SLAB EL.=12.3f ,� I' PROP. EX/STING
(2ND FLOOR { 2
�a �\ x J 151AIRS GARAGE _ 6
L L _— / SLAB F.F.E. I I
_ -- 1,11} EX/ST. EL=72f EL=7.8f I PROP.
PR OSED SCREEN PORCH + 'I I,'r �0 CK I SHOWERR
\_ (1ST FLOOR 10'x14') o.' EXIST I I A PROP {
50'S27 STAIRS II OEo EITII(pi m
� rn i DECK (15T & R£MO
EXISTNG FLOOR DECK ELE %/ON
2ND Sr I I �� DECK L I
FENCE I J 15T FL00 EL =8.1 f PROPOS 1 /"• ' 30.0 150' SETBACK 1
- „G.; •\ • I..` xo.t 2ND FLO EL.=157f1 I FlREPfT �� ---PROP.
OP i I ` �Rg�o PROP. 'I
35 SETBACK
-=i 21 I PROP. "E 12'x16' i _ `..-A ... \
ATER j ELECTRIC SHED { 35 SETBACK
I % - BU/LD/NG ENVELOPE
LINE
UNE ENS Y \
ASSESSORS LOT 014-009 - - - - - - - - - - - - -_ _ _ _ LIGHT
30,492± S.F.
- - - - EXISTING x
x 5.7 -11 OUTDOOR PROPOSED WOOD
PROPOSED SILT SOCKDECKING
Sh°WER WITHIN ONE STEP �SALT
M E A D O W
& LIMIT OF WORK R� ' EXLSTLNG TOP OF BANK
FEMA FLOOD ZONE AE (f -1. `., (7� ABOVE GRADE r. 4.8
_.._.._.._.._.._.._.-.--- ..-. x-3 ROA D
FEMA FLOOD ZONE AE (EL.13J —" _ FEMA FL000 ZONE AE (EL.1\
_EX/ST/NG WATER LINE FEMA FLOOD ZONE AE (EL.13J — —
(AT TIME OF SURVEY) I EX/ST/VG x
EXISTING WOOD
PROPOSED WALKWAY
POWER
PEDESTAL
Al
_ EX/ST/NG BOK o
PIER UP
EXISTING E —
RAMP kipTi�
PILING (TYP)
EXISTING
FLOATS
20 0 20 40 60
TIDAL CREEK
Scale I " = 20'
NOTES:
1) SEE 'SIMMONS RESIDENCE 2 CHANNEL POINT ROAD YARMOUTH,
MA" BY PATRICIA VAN BUSKIRK LANDSCAPE ARCHITECTURE FOR
LANDSCAPE PLAN (REFER TO LANDSCAPE PLAN FOR MATERIAL
SPECIFICATIONS).
2) SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL.
3) PROPOSED SHED MUST BE SECURELY ANCHORED TO A FOOTING
OR FOUNDATION PER CON COM BYLAW REQUIREMENTS.
CBDH
(END)
SITE
REVISIONS
JULY 16, 2015
CON COM COMMENTS
.AUGUST 5, 2015
CHANGE GARAGE LOCATION
PLAN
#2 CHANNEL POINT DRIVE
WEST YARMOUTH, MASSACHUSETTS
APPLICANT
JACOB G. SIMMONS JUNE 9, 2015
C/O CHANNEL POINT LLC SCALE: 1"=20'
17 CAPE DR UNIT 2 JOB NO. 14-105
MASHPEE, MA 02649
GRADYL7 CONSULTING, L.L.C.
71 Evergreen Street, Suite 1, Kingston, MA 02364
Phone 0781) 585-2300 Fax 1781) 585-2378
SHEET 1 OF 1
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