HomeMy WebLinkAboutApproved plan 10.9.20260
0
to
91 a3
LEGEN D
99 _
EXISTING CONTOUR
X 99.
EXIST. SPOT ELEV.
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL
THi
0
TEST HOLE
El
CONCRETE BOUND
UTILITY POLE
FIRE HYDRANT
CATCH BASIN
LIGHT POST
WATER SHUT OFF
FENCE
W
WATER LINE
G --------
GAS LINE
-
OVERHEAD ELECTRIC
SEINER LINE
NOM NOT ALL SYMBOLS MAY APPEAR IN DRAWNG
SM-24 — 2_
r - EXISTING
.�.• _ - - r--'�- MITIGATION
5 26 6 _ l T f� � :GSM-•23- \ \ \ \
y
MITIGATION TREES
SEE "LANDSCAPE MITIGATION" PLAN
BY LEBLANC JONES LANDSCAPE ARCHITECTS,
INC.
EXISTING TREE TO BE REMOVED
_-
i ,CG6 7 - _ \ .. \ \ EXISTING MITIGATION
koposftr
! / O --: MITIGATIO -` ,� /1 \ T�� \\ M PROPOSED MITIGATION
•ice �� �c•�0 � �_.� ¢;� ► (1,294t DI= � — ,!- if ,`'.�„•\\ \�e'��L\� \��\ � �2
! < . 4,610f SF) - -12-
g'T` - �, �13 - _ _ �\ s fit\ \\ \\
_� �• • EXISTING
/ ► v ¢ -DECK - 1� \ ITIGATION
0¢/PJ tip' — / o
51 FRROPO k9
MITIGATION \ 1 \ \ sM-21
i
� PATIO 4`6,10f
• ! / ,r EXISTING \ \ \
6 BEDROOM o 4
f/ i` \ �� \ POPOSED\ o I I 1 SM-20
• DWELLING 7 \ I I
/ \ �� Q\ MITIGATION
i I
4,610E SF)
PROPOSED I I I
ti� �MITIGATION
• / '1, o ! / ' (329f OF
4,610E SF) I I I
f 0 ' 1
\'`
PROPOSED
O PRE NITS 1 ` , DECK OVER
O 1 I I I I
,` BULKHEAD N I I
PAVERS �I \� m�
Q / EXISTIN (TYP.) i
TEPPERS PROPOSED \
SD D / 1 1 ��� I F- m I I I i
d �� a` (TYP.) [� V f_ �cl � isTEPPERs x
o �L,.(n'?� . o
N.� EX WALK � ; r �} � �O � r n I I ti I \'
70 WHITE r �, `ti �---i---_� TO BE �� / r�
1 ARC OSED� I, > I I l I \�.
CEDAR ROAD \ ��"� , s ,REA�\u�Q aEtis 6v � m
SLAB
of
� ">n12kf 4 1 f
STONE Way. PROPOSED
STUDIO
l ' ,�' GUEST HOUSE
+'... MOTF `10'' . T. FND. =16.5 5" / �``an � / ',
„ / „ {�'. l 1 Ii-
LOT 58 PATIO' r ¢�z -_
'...Aio �..: ' �, J / 3 /
Area — 69,057 sq.ft �D ��:� .i.NOTEa'. l ,��� nec, i �z� ,'-
." 1.585 Acres - -: .: • - :•� ;.'�:GE�a,���•�. ._. � � • -�' • �fi" �
DRIVE_ I WORK LIMIT
I,. EXISTING :, -,/ / UN SILT. i
12
WELL ` — RQPAN PIOPOSLQ
D _ rDW' TANK /' ,; DECK.;
RINSE STA AONSp
O
l -•- it i /, � � / ♦ � / / _ — \ \
PROPOS
\ \ EXISTING710 1 1 STTAP)
EPPERS'
STEPPERS L ) l r :. /(
( ) `✓ / ��// r' l '�� // / / l
a-
- EXISTING
I / / GRANITE BAND
PARKING (TYP.) i J. �,If.EL
I 1 No I �! y // / / / / / / ♦/ /f ��.
SM-4
.
SM-3
_ f EXISTING
WEL
/I L ' f' / / ♦ / / 1
I �
NOTES
1. DATUM IS NAVD88
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 B-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.
S. 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,
11. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP
EDGES OR ROOF DRYWELLS,
MITIGATION CALCULATIONS:
UNDER TOWN OF YARMOUTH WETLAND
PROTECTION REGULATIONS SECTION 6.02
*0'-35' BUFFER
PROPOSED
(VARIANCEREQ. AT
EXISTING
PROS OSED
NET CHANGEMITIGATION
CO DISCRETION)
(�
(S.F.)
)
(S.F.)
(S.F.)
AREA OF STRUCTURES
0
0
0
0
& POOLS
*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
MITIGATION
(3:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
(S.F.)
AREA OF STRUCTURES
& POOLS
0
0
0
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
93i
7,862
AREA OF MINOR
STRUCTURES (DECKS &
3,098
4,117
1,019
2,038
SHEDS) & HARDSCAPE
TOTAL 50'-100'
6,136
8,086
1 1,950 1
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
DANIELA.
OJALA
CIVIL.
NoA6502
•� o t
NA L���ti
OF R4
DANIEL
A.
OJALA
No.40980
ni-
SU
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 SUMMARY
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%
OWNER OF RECORD
MALCOLM C. NOLEN
43 WILLOW STREET
BROOKLYN, NY 11201
REFERENCES
LC CTF#: 168287
LC PLAN: 4075-J
OF
#64 WHITE CEDAR ROAD
WEST YARMOUTH,. MA
PREPARED FOR
MALCOLM NOLEN
DATE: SEPTEMBER 3, 2026
REV: OCTOBER 9, 2026 (ROOF DRYWELLS)
Scale:1 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362--9880
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NOW cd►pe ifteer4f, I'M.
civil engineers
land surveyors
II Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
SURVEY- NHO
DRAFTED BY:DG NHO/ARG
CHECKED BY:
JDCE #97-293
97-293 NOLEN 2026 2.dwg