HomeMy WebLinkAboutSite Plan 9.3.2026MITIGATION TREES
- - - - - _ \ ► ; ► ,'-'� SEE LANDSCAPE MITIGATION PLAN
- - - - - - - - - - - - - - _ SM-2* �2� \ \i` ,I, O+ BY LEBLANC JONES LANDSCAPE ARCHITECTS,
y t INC.
EXISTING
•.f'°'®- - _ -' _.�'-MITIGATION Sqi-.�:
_ - LrT�M-26
EXISTING TREE TO BE REMOVED
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TotAE
Q j•' , / / / � � ,� / / �Q� ' % — — .ZONE Pr
o - v v vv EXISTING MITIGATION
CU
70-
Cr) / / / / i i{Q / �`, �✓{" 3 + 11 l( PRPOS
/ 1-Q o - _- MITIGATIO i.D "X �S�q\ D \22
PROPOSED MITIGATION
z�'1 2Kx�� (1,294± OF --- - r: 9 �\eq �\ \\� \\ > 2\
�f� \t— f'! 4,61 0± SFj —12—
LAWN
EXISTING v
-DECK - 15 _ _ \ ��\ \ •,1% \\ \ \ ITIGATION
o
% �. \ \�
PROPOSED\\ \V A A�
0 5
MITIGATION ,�!_ `, � �v �\ \ \ SM-21
9 (38± OF \
PATIO 4;610t SF),
EXISTING
6 BEDROOM \` \ �� \ \ P14OPOSED V� ®0 1 I I I ( SM-20
j/ DWELLING \ �� I I I I
/ � A MITIGATION �
(2,598f OF
4,610t SF)
I �
PROPOSED
\� \ MITIGATION
0 /, �� �\ '� \� (329t OF ! I I I I I \
1� ', � Z\\ `\4,610f\ SF)
i I
,\, 0� \ PROPOSED
o PROPOSED
A DECK OVER
O GRAN/TE \ BULKHEAD I / N I I I J?�
PA VERB p �` I �� I /I Z i I I I I �M-19 \
EXISTIN (TYP.) -� \ 1����I r, i f \ i
STEPPERS D� , O / ��� PROPOSED 1
(TYP.) U l� ' �- i I STEPPERS f I x i 4
/ V.
` /
EX, WALK / 10 I ti0 / O rZTt I I I I \V' /
#70 WHITE \ t\ tt �---,LJ--, TO BE �``� / PROPDSE� 1 / '� { A
1 I F RE� ►/EQ \
\ BEOS (�� I m /
CEDAR ROAD \ `''----�-- -�<`�\ \ MU�cN / GRANITE (+AB I I 1 A
(TrP> '- I �..
\ 3 l c�cN - 12"
°v { v
< V Q I I \
1�'�� I SM 1
\"/ PROPOSED " O'�SOTLEPROPOSED
STUDIO I \ \
GUEST HOUSE
o \ .. •: •NOTE 10' : T. FIVD. =16. 5 5 RELO-4 7F_ Al /
oo
LOT 58 PATIO �� !VO 9 f �> P /�_
LEGEN (D
99 —
EXISTING CONTOUR
X 99. 1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
0
TEST HOLE
El
CONCRETE BOUND
1_O
UTILITY POLE
FIRE HYDRANT
OCATCH
BASIN
LIGHT POST
�Oo
WATER SHUT OFF
FENCE
— W
WATER LINE
G
GAS LINE
— —
OVERHEAD ELECTRIC
SEWER LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DCE #97-293
f..:
Area = 69,057 Sq.ft 00 �. NOTE 8 ': /� pEc►� 1 8 =�
' — — 1.585 Acres ..: ',:....
• . ' ftAVEL• �' :
—A 0
�•. EXISTING . PROPOSED
PA TlO
16„ :.WELL. \ - PROP % i p . �� PROPOSED . //
TANK ! S PECK_ / � <v Q \
r
\ ' 1 6'-;RINSE STA Af�N QQ
_ Q. •'SIN
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Ci
:. / PROPOSED
�O / / O / loll1 4 /(� jERS
STEPPERS -
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EXISTING _ .. • IDS'
/ GRANITE BAND / / / / / / .Z`_• SM-5/
PARKING (TYP.) i /. ,�•• AVEL'.: / / / / / / / / / / �c� j
- / . hR'IVE�'/
0.
SM-4
71
� , � • is .•...;. � / / / , / / / .:�
EXISTING/
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Inelmi
1. DATUM IS NAW$$
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE --CARD ON FILE
WITH TOWN.
5. SALT MARSH FLAGGED BY BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING 8-10-2022.
6. REFERENCE LANDSCAPE PLAN PREPARED BY LEBLANC
JONES LANDSCAPE ARCHITECTS, INC. FOR MITIGATION
PLANTING DETAILS.
7. NOTE SITE IS WITHIN AN OPEN SPACE SUBDIVISION -
OFF -SITE OPEN SPACE PROVIDED.
8. RE-ROUTE WATER LINE, CONNECT GUEST HOUSE.
9. INSULATE PROPOSED SEPTIC PIPE W/ 4' MDF 2" FOAM
BOARD WHERE LESS THAN 4' COVER.
10. SEPTIC LINE SHALL BE ENCASED IN A LARGER
DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET
ON BOTH SIDES OF THE CROSSING.
MITIGATION CALCULATIONS:
UNDER TOWN OF YARMOUTH WETLAND
PROTECTION REGULATIONS SECTION 6.02
*0'-35' BUFFER
PROPOSED
(VARIANCE REQ. AT
EXISTING
PROPOSED
NET CHANGE
MITIGATION
COMMISSIONS DISCRETION)
(S.F.)
(S.F.)
(S.F.)
(S.F.)
AREA OF STRUCTURES
& POOLS
D
D
0
D
*AREA OF MINOR
STRUCTURES (DECKS &
1,146
1,118
-28
-84
SHEDS) & HARDSCAPE
TOTAL 0'-35'
1,146
1,118
-28
-84
35-50' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(3:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
M111GATION
(S.F.)
AREA OF STRUCTURES
& POOLS
0
0
D
0
AREA OF MINOR
STRUCTURES (DECKS &
390
385
-5
-15
SHEDS) & HARDSCAPE
TOTAL 35'-50'
390
385
-5
-15
50'-100' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(2:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
AREA OF STRUCTURES
& POOLS
3,038
3,969
931
1,862
AREA OF MINOR
STRUCTURES (DECKS &
3,098
4,117
1,019
2,038
SHEDS) & HARDSCAPE
TOTAL 50' -100'
6,136
8,086
1,950
3, 900
*TOTAL REQUIRED
(-28 x 3) + (-5 x 3) + (1,950 x 2) _
MITIGATION
3,801 S.F.
NOTES
-
4,610 S.F. PROPOSED
DATE
DANIEL A. OJALA, P.E., P.L.S.
LOCUS- MAP
SCALE 1 "=2000'f
ASSESSORS MAP 9 PARCEL 9
LOCUS IS WITHIN FEMA FLOOD ZONE X, ZONE AE (EL 11,
ZONE AE (EL13) AS SHOWN ON COMMUNITY PANEL
#25001 CO569J DATED 7/16/2014
ZONING DISTRICT: R-87 DISTRICT
OPEN SPACE CLUSTER SUBDIVISION
MIN.
FRONT SETBACK
25'
MIN.
SIDE SETBACK
12'
MIN.
REAR SETBACK
20'
MAX.
LOT COVERAGE
25%
MALCOLM C, NOLEN
43 WILLOW STREET
BROOKLYN, NY 11201
REFERENCES
LC CTF#: 168287
LC PLAN: 4075-J
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DATE: SEPTEMBER 3, 2026
Scale:1 "= 20'
0 20 30 40 50 FEET
off 508-362-4541
I fax 508-362-9880
downcape.com
COW? cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
SURVEY: NHO
DRAFTED BY:DG NHO/ARG
CHECKED BY: _ Nv
97-293 NOLEN 2026 2.dwg i