HomeMy WebLinkAbout100A Wharf Lane Site and Plot PlansI PROPOSED MITIGATION PLANTINGS: I //
u ur COASTAL BANK
6 SCALE 1"=2000'±
el. 12
G MAP 130 PCL 7 ASSESSORS MAP 130 PARCEL 9-1
�- GERARDO
& GABRIELLE B BURDO
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL
84 OLD ORCHARD PARK L T REA: f
• 0 A 1.3 AC.
� ' 12 AND ZONE X.
\ p FAIRFIELD, CT 06824
17,768f SF UPLAND
Z
tJ DB 27356 PG 258
\ DATUM: NAVD 88
O
38,399f SF WETLAND
Z 56,167 f SF TOTAL
r
ZONING SUMMARY
,,-PROP
� o
3
0
1 0351 S ` I ,
�lU� ZONING
� ,� � �, ZO G DISTRICT: R-40 EXISTING PROPOSED
ROP. '�
5 �
1
2
N �'
MITIGATION
C OG 30.1
L DRYWELL MIN.. FRONT SETBACK 30 31.7
_6
Z O
AL NG TYP �^ -MIN. SIDE SETBACK 20 30.3 25.8
CESS
R w
AC � � MIN. REAR SETBACK 20 71.35 56.0
� o N 04
A O
h V
MAX. BUILDING .COVERAGE 2590 4.890 11:390
MA 130 PCL 6
1
X
r.
RONALD C PERERA X
`703 FAIRWAY VILLAGE -204, X
r.
.04 \ 10
zl
..
053 P .
LEEDS' MA 01 � . � ` I ,
ROP 1
, / ) .o GRq OS � ,
\� R OWNER OF RECORD
/ /�
_l -
� x `, � o JOHN L. &DOROTHY E. ' MARCHILDON
19.1 ; .. 'f- 100 WHARF LANE
`r't YARMOUTH PORT
Q _ o
i ISTING
DE CK RAVEL �� ,1
ql- SALT MARSH
DRIVE ,' Ffi REFERENCES
FRESH WATER
Q =' LCP 18112G
POND W1 1 / ar PRO �\ LSCS ♦ Q DEED BOOK 11046 `PAGE 236
N l' TOF 2 .6 Att EX. , , 1 V_106 m PLAN BOOK 107 PAGE 29
•
, ,
GRAVEL , / PLAN BOOK 242 PAGE 129
cv n EXIST. I DRIVE r, RAZE AND REPLACE
DWELL. % ( RETAINING WALL (DESIGN
o�<v // cr TOP FNDN `' ' BY OTHERS) NOTES
18.9, ' X S.
V� / ,mow N ' 1. TITLE 5 SEPTIC SYSTEM INSTALLED 2006
�07, / / �Gk /ydG -I — 25% EXISTING DWELLING 3 BEDROOM, PROPOSED 3 BEDROOM
LAB — 15.5'o e
Q(,,(: , ' opo V.1
w 2. DRYWELLS PROPOSED FOR ROOF RUNOFF
0
R , \ p BANK ENDS DUE TO FLAT SLOPES
ET. w T
.
/ — ALL WETLANDS FLAGGED BY JACK VACCARO OF VACCARO
w (DISCONTINUOUS) 3ENVIRONMENTAL CONSULTING
/ o TOP COASTAL BANK
/ O= FLOODZONE EL 12.0' NAVD88 AS PER DEP POLICY
EXIST. `2000 1 �; X rp SA 92 1)
O
GAL. SEPTIC -
T.O.W. TANK x SITE PLAN
J ' LEACHIN �(
EL. 19.5 71.12'
i DESIGN BY / FIELD ���° rn BENCHMARK: OF
J6� �� OTHERS AREA CONC. BND. ELEVATION
ell , �1 =8.4 NAVD88
� WORK LIMIT 94.18'
100A WHARF LANE
LINE :
/ co MAP 130 .PCL 10
MAP 121 PCL 6 YARMOUTH PORT
JOHN L MARCHILDON TRS 100 • p TOWN OF YARMOJTH
y WHARF LANE z i-=
� Q
c0
cJ 1146 ROUTE 28 PREPARED FOR
YARMOUTH PORT, MA 02675 II O
SOUTH YARMOUTH, MA
0 02664
c�
o \ x N
o JOHN L. & DOROTHY E. MARCHILDON
CK _
APRIL 3, 2015
/
SOF h1A ssq /,��t A s REV.. JUNE 15, 2015
cy. ,a qo .
6 ;.oma r?ANIEL oa ti� REV.. JAN. 14, 2016 (FOUNDATION)
• F sem`. s DANIELA• cr•
s e a JA
LA
a o LA
EXIST. ��
U3
O
c;
CIVIL off 508-362-4541. '
DWELL. { ,� t`,o. �:G.,c)u �, _ No. 46502 tZ,
fax 508 see-saso
tQ. o
OF 1,D SURV
, F
r� F ,c
QG
� a down ccpe engineering, In c.
._ � � S sCONAL 0 pgg
14 v„ v
Cl 1//L ENGINEERS
Scale.1 = 20 /
LAND SURVEYORS
1
f�
`'�-- 939 Main Street — YARMOUTHPOR7, MASS.
05-249, 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
05-249 LOT 2A
PLANT NAME
SIZE
SPACING
QUANT.
f;
MYRICA PENSYL VAN/CA
24-30"
@ 4' 0. C.
21
NORTHERN BAYBERRY
VA CCINIUM COR YMBOSUM
#2
@ 7' 0. C.
8
HIGHBUSH BLUEBERRY
u ur COASTAL BANK
6 SCALE 1"=2000'±
el. 12
G MAP 130 PCL 7 ASSESSORS MAP 130 PARCEL 9-1
�- GERARDO
& GABRIELLE B BURDO
LOCUS IS WITHIN FEMA FLOOD ZONE AE EL
84 OLD ORCHARD PARK L T REA: f
• 0 A 1.3 AC.
� ' 12 AND ZONE X.
\ p FAIRFIELD, CT 06824
17,768f SF UPLAND
Z
tJ DB 27356 PG 258
\ DATUM: NAVD 88
O
38,399f SF WETLAND
Z 56,167 f SF TOTAL
r
ZONING SUMMARY
,,-PROP
� o
3
0
1 0351 S ` I ,
�lU� ZONING
� ,� � �, ZO G DISTRICT: R-40 EXISTING PROPOSED
ROP. '�
5 �
1
2
N �'
MITIGATION
C OG 30.1
L DRYWELL MIN.. FRONT SETBACK 30 31.7
_6
Z O
AL NG TYP �^ -MIN. SIDE SETBACK 20 30.3 25.8
CESS
R w
AC � � MIN. REAR SETBACK 20 71.35 56.0
� o N 04
A O
h V
MAX. BUILDING .COVERAGE 2590 4.890 11:390
MA 130 PCL 6
1
X
r.
RONALD C PERERA X
`703 FAIRWAY VILLAGE -204, X
r.
.04 \ 10
zl
..
053 P .
LEEDS' MA 01 � . � ` I ,
ROP 1
, / ) .o GRq OS � ,
\� R OWNER OF RECORD
/ /�
_l -
� x `, � o JOHN L. &DOROTHY E. ' MARCHILDON
19.1 ; .. 'f- 100 WHARF LANE
`r't YARMOUTH PORT
Q _ o
i ISTING
DE CK RAVEL �� ,1
ql- SALT MARSH
DRIVE ,' Ffi REFERENCES
FRESH WATER
Q =' LCP 18112G
POND W1 1 / ar PRO �\ LSCS ♦ Q DEED BOOK 11046 `PAGE 236
N l' TOF 2 .6 Att EX. , , 1 V_106 m PLAN BOOK 107 PAGE 29
•
, ,
GRAVEL , / PLAN BOOK 242 PAGE 129
cv n EXIST. I DRIVE r, RAZE AND REPLACE
DWELL. % ( RETAINING WALL (DESIGN
o�<v // cr TOP FNDN `' ' BY OTHERS) NOTES
18.9, ' X S.
V� / ,mow N ' 1. TITLE 5 SEPTIC SYSTEM INSTALLED 2006
�07, / / �Gk /ydG -I — 25% EXISTING DWELLING 3 BEDROOM, PROPOSED 3 BEDROOM
LAB — 15.5'o e
Q(,,(: , ' opo V.1
w 2. DRYWELLS PROPOSED FOR ROOF RUNOFF
0
R , \ p BANK ENDS DUE TO FLAT SLOPES
ET. w T
.
/ — ALL WETLANDS FLAGGED BY JACK VACCARO OF VACCARO
w (DISCONTINUOUS) 3ENVIRONMENTAL CONSULTING
/ o TOP COASTAL BANK
/ O= FLOODZONE EL 12.0' NAVD88 AS PER DEP POLICY
EXIST. `2000 1 �; X rp SA 92 1)
O
GAL. SEPTIC -
T.O.W. TANK x SITE PLAN
J ' LEACHIN �(
EL. 19.5 71.12'
i DESIGN BY / FIELD ���° rn BENCHMARK: OF
J6� �� OTHERS AREA CONC. BND. ELEVATION
ell , �1 =8.4 NAVD88
� WORK LIMIT 94.18'
100A WHARF LANE
LINE :
/ co MAP 130 .PCL 10
MAP 121 PCL 6 YARMOUTH PORT
JOHN L MARCHILDON TRS 100 • p TOWN OF YARMOJTH
y WHARF LANE z i-=
� Q
c0
cJ 1146 ROUTE 28 PREPARED FOR
YARMOUTH PORT, MA 02675 II O
SOUTH YARMOUTH, MA
0 02664
c�
o \ x N
o JOHN L. & DOROTHY E. MARCHILDON
CK _
APRIL 3, 2015
/
SOF h1A ssq /,��t A s REV.. JUNE 15, 2015
cy. ,a qo .
6 ;.oma r?ANIEL oa ti� REV.. JAN. 14, 2016 (FOUNDATION)
• F sem`. s DANIELA• cr•
s e a JA
LA
a o LA
EXIST. ��
U3
O
c;
CIVIL off 508-362-4541. '
DWELL. { ,� t`,o. �:G.,c)u �, _ No. 46502 tZ,
fax 508 see-saso
tQ. o
OF 1,D SURV
, F
r� F ,c
QG
� a down ccpe engineering, In c.
._ � � S sCONAL 0 pgg
14 v„ v
Cl 1//L ENGINEERS
Scale.1 = 20 /
LAND SURVEYORS
1
f�
`'�-- 939 Main Street — YARMOUTHPOR7, MASS.
05-249, 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
05-249 LOT 2A