HomeMy WebLinkAboutDOA - 103 White Cedar Rd - Site Plan#5
4,
'i "
#'4
ANS q 85
#2 f
,
i
,
x 9.36
'93 ANS
1-1 6.64 #1
7.0 V �.
3$
9.46
1-2 90
7�
37,
8
1�
NLTRANS
14"
OAK
x s.38 24' OAK
x 7.28
x 7.39
x8,85
9 .64.19 '
/x 1
11.02 XI X12.4 I
x 1.7X12.65 I
X 2.83
>n
x 1 .75
0..
12.6 '.
/ \3 / 1
7x12.62
/ x 1 .6 12.92 x 12.75
x 13.7
1. :f 12.43 pprox. ST 0 w
I 13.60 O
I rq
8 J
X 1 ?'1 r N x-12$5
13.29 N r==<3` 12.
xl aO iii -�] .12
ax
/' I �l
i
12.99 r43sa 01go I iECK i \
- 14.§as i
C'� x 13.33 I 13.22 _
I I \
i \
i EXISTING I j \ X1
i HOUSE \
TF = 14.04' 113.a2
.2
x
z
X1 COWD DECK II
1 51
u
12.99
,I-1330 I
23.L5__ a ;-17-
.39- _ 13. WR
x 1L0
o x 13.3 x
i
' DOORSILL " 1�3.49
13.16 1 DECK 13.
4 I i EL -15.f1 1
13,00 y
1 1I3.4t3.52- --- .44 13.56 1333
J- � 13.77 r '. # 13.36
1
.331
I I I
• I 13.54 3.38 13.2
1 .19 12
/
01
13.42 .1+5,t�.52 13.
x \G LAWN +/13,43,39 _ x/13.4 x
X .1 -13.32/ E `PY11`1x_L3.2t�38 X1
X1
J!1 13 -•
3.
0.75
X VIN4 / / x 14.12
3.51 x 9 x
x8.82 _. x12. x1 .27
off 508-362-4541
I fax 508-362-9880
downccpe.com
dOW cope engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
89-261
36' OAK vJ�
EXISTING
GUESTHOUSE
i DECK
� I
iiJ
i I
i i x9.
x 9.20 i i
I x 1'17 erTV� x
x
x
WELL
-LOCATE)s x x
x
r
x 1 .4 !!
x 4
/ 11.34
x 1 .b !
n !
.1 x 37111.49
1.50
.58 K11
! STONE I
11.6PRIVE
(REMOVE)
11.66 .�`. 7'
LIGH
POST 11.68 /
2.4
1.71
1 71
0
01
EX. SEPTIC TANK
7
9.97 x 7..-4 /
39 9.02
P:
a
29 �/ ��� �Z:\f••
C-7 1' IN
43ym
♦ �Q"/�Ow
♦ x9.
3.14
6.45 _ t LEGEND
X 8.43 x 9. 01 X1 DECIDUOUS
/ x
-83 CONIFEROUS
1 WW
x 8.39 -858 PROP. RE -LOCATED WELL i 99- EXIST. CONTOUR
I 1
x ss. 1 EXIST. SPOT EL.
F9791 PROPOSED CONTOUR
0
X
r8
4#
17
7.33 X7.38
/x 7.28
{7.12 /
lG Ei 1
7.14
rEXIST.
J.48 p-4x6.489b`-,/7.05 y'j1 /694 ittx6,16
JK
X 91 Iv
G 4}/ �O'4.42
0
-6.55
8x5a�1 /7.05 �p2�Q po
.RI__/ y
x 7 7.26
6.96 / 1
/
P66 I 6.77 ,��� / 989
3.25
�• - 6.81 i1 <0
g
6.68 ! #
PROP. WORK LIMIT UNE
OF STA K D SILT FENCE #1
.9 3.27
`71
#4 #1
M
/
n7
''
N
PROP. 24'x 24'
\
1b
,
39'
I�
,
89
/
4
, #
9.2
b^
TRANSECT
co
,
' 2-1
I�
#2 A
/ END C. i
#5
4,
'i "
#'4
ANS q 85
#2 f
,
i
,
x 9.36
'93 ANS
1-1 6.64 #1
7.0 V �.
3$
9.46
1-2 90
7�
37,
8
1�
NLTRANS
14"
OAK
x s.38 24' OAK
x 7.28
x 7.39
x8,85
9 .64.19 '
/x 1
11.02 XI X12.4 I
x 1.7X12.65 I
X 2.83
>n
x 1 .75
0..
12.6 '.
/ \3 / 1
7x12.62
/ x 1 .6 12.92 x 12.75
x 13.7
1. :f 12.43 pprox. ST 0 w
I 13.60 O
I rq
8 J
X 1 ?'1 r N x-12$5
13.29 N r==<3` 12.
xl aO iii -�] .12
ax
/' I �l
i
12.99 r43sa 01go I iECK i \
- 14.§as i
C'� x 13.33 I 13.22 _
I I \
i \
i EXISTING I j \ X1
i HOUSE \
TF = 14.04' 113.a2
.2
x
z
X1 COWD DECK II
1 51
u
12.99
,I-1330 I
23.L5__ a ;-17-
.39- _ 13. WR
x 1L0
o x 13.3 x
i
' DOORSILL " 1�3.49
13.16 1 DECK 13.
4 I i EL -15.f1 1
13,00 y
1 1I3.4t3.52- --- .44 13.56 1333
J- � 13.77 r '. # 13.36
1
.331
I I I
• I 13.54 3.38 13.2
1 .19 12
/
01
13.42 .1+5,t�.52 13.
x \G LAWN +/13,43,39 _ x/13.4 x
X .1 -13.32/ E `PY11`1x_L3.2t�38 X1
X1
J!1 13 -•
3.
0.75
X VIN4 / / x 14.12
3.51 x 9 x
x8.82 _. x12. x1 .27
off 508-362-4541
I fax 508-362-9880
downccpe.com
dOW cope engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
89-261
36' OAK vJ�
EXISTING
GUESTHOUSE
i DECK
� I
iiJ
i I
i i x9.
x 9.20 i i
I x 1'17 erTV� x
x
x
WELL
-LOCATE)s x x
x
r
x 1 .4 !!
x 4
/ 11.34
x 1 .b !
n !
.1 x 37111.49
1.50
.58 K11
! STONE I
11.6PRIVE
(REMOVE)
11.66 .�`. 7'
LIGH
POST 11.68 /
2.4
1.71
1 71
0
01
EX. SEPTIC TANK
7
9.97 x 7..-4 /
39 9.02
P:
a
29 �/ ��� �Z:\f••
C-7 1' IN
43ym
♦ �Q"/�Ow
♦ x9.
3.14
6.45 _ t LEGEND
X 8.43 x 9. 01 X1 DECIDUOUS
/ x
-83 CONIFEROUS
1 WW
x 8.39 -858 PROP. RE -LOCATED WELL i 99- EXIST. CONTOUR
I 1
x ss. 1 EXIST. SPOT EL.
F9791 PROPOSED CONTOUR
0
X
r8
4#
17
7.33 X7.38
/x 7.28
{7.12 /
lG Ei 1
7.14
rEXIST.
J.48 p-4x6.489b`-,/7.05 y'j1 /694 ittx6,16
JK
X 91 Iv
G 4}/ �O'4.42
0
-6.55
8x5a�1 /7.05 �p2�Q po
.RI__/ y
x 7 7.26
6.96 / 1
/
P66 I 6.77 ,��� / 989
3.25
�• - 6.81 i1 <0
g
6.68 ! #
PROP. WORK LIMIT UNE
OF STA K D SILT FENCE #1
#4
TRANSE
.9 3.27
`71
1
/
PROP. 24'x 24'
\
0AE
6,89
I�
SLAB O EL 8.0'1
89
01 /
I/
#4
TRANSE
.9 3.27
2-2
/
PROP. 24'x 24'
GARAGE
SLAB O EL 8.0'1
89
NEW PERVIOUS
/3.a5
#2
DRIVE ACCESS
TRANSECT
' 2-1
NOTES
/ END C. i
BANK
1. DATUM IS NGVD
2. EXIST. WELL IS TO BE RELOCATED A MIN. 150'
FROM LEACHING FACILITIES AND A MIN. 100' FROM
;I
SEPTIC TANKS.
3. CONSULT CONSERVATION ADMINISTRATOR
#5
FOR ANY VISTA PRUNING PLANNED.
11
3.49
4. ASSESSORS MAP 9 PARCEL 3
TRANSECT
1
`#3
4-3
5. FLOODZONE Al2 EL. 12 AND Al2 EL. 10
6. CLUSTER DEVELOPMENT:
FRONT: 25'
SIDE: 12'
PROP. PER OUS1 REAR: 20'
PARKING AREA
7, GARAGE FOUNDATION TO BE CONSTRUCTED IN
CLARIFIED ACCORDANCE WITH FLOODZONE REGULATIONS.
(SUBJECT TO
347 EASEMENT TO BE GRANTED E
4 TRANSECT OWNER OF LOT 64)
4-2
3,40
Fa > *
DATE DANIEL A. OJALA, P.E., P.L.S.
103 WHITE CEDAR ROAD
GREAT ISLAND
WEST YAROUTH
M
PREPARED FOR
PETER TOBEASON
FEBRUARY 11, 2011
Scale: 1"= 20'
0 10 20 30 40 50 FEET