HomeMy WebLinkAboutProposed Site Plan - 31 Grist Mill Lane 4-19-22PROPOSED MITIGATION PLANTINGS SHALL CONSIST OF A MIX BUILDING
HEIGHT CALCS.
CYOYVSTRUCYT102V M72,E57-
OF NATIVE SHRUBS, WITH SPECIES, SIZE AND SPACING IN PROPOSED RIDGE ELEV.
= 37.71
ACCORDANCE WITH THE CAPE COD COOPERATIVE EXTENSION AVERAGE
GRADE @ STREET
= 2.8+ -
NO HERBICIDES TO BE USED ON SUBJECT LOT.
LIST OF TREES & SHRUBS FOR COASTAL ENVIRONMENTS. PROPOSED HEIGHT
= 34.9'f
ALL REMAINING LAWN AREAS SHALL BE LOAMED AND SEEDED
DRIVEWAY TO BE CONSTRUCTED OF PERMEABLE MATERIAL. PATIO SHALL BE
WITH A DROUGHT -TOLERANT FESCUE SEED MIX. FINAL
DRY -LAID STONE WITH 1 /2" (MIN.) JOINTS ON A PERMEABLE BASE.
LANDSCAPING PLAN SHALL BE. SUBMITTED TO CONSERVATION
AGENT FOR APPROVAL PRIOR TO IMPLEMENTATION.
LIMITS OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN
-
Lot 73
J
AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION.
9, 504 S.Fz`(Total)
, W z
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FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR TO
PLAN 0.22 AC. f
1 pp
Q Q
\�
CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS
,SITZ'
8, 856 S.F.f(Upland)
w w U
HAVE BEEN REVEGETATED.
�"= ,2� �
, a
O 1 O � W
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DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS
N ; N Q\
PRACTICABLE UPON COMPLETION OF GRADING.
A
�TUll� 35' FROM
00 -�
1
O NO J
\
ALL DEMOLITION DEBRIS AND EXCAVATED MATERIAL SHALL BE PLACED
MARSH
I
\
DIRECTLY INTO TRUCKS FOR REMOVAL FROM SITE; THERE SHALL BE NO
NAY.D 88 LIMIT OF WORK/
'
\
STOCKPILING OF MATERIAL ON -SITE..
FABRIC SILT FENCE 50' FROM
MARSH ♦
, 3x0
GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS, OR CRUSHED
STONE @ ROOF DRIPLINE, TO BE UTILIZED TO CONTAIN ROOF RUN-OFF.
■
100' FROM
MARSH
��
� �
ANY ADDITIONAL WORK BEYOND THE SCOPE OF THAT WHICH IS SHOWN
THEREON WILL REQUIRE CONSERVATION COMMISSION APPROVAL.
REFERENCE
0� �,2,y � - 'CI)- z �
BENCHMARK 5 �� ♦ ■ `gy'
TOP of ce '� � ASSR S MAP 29 PCL. 70
ELEV. = 10.,82 s►
P. B. 15J PG. 4 7
4 0,E , PER Y
(NAVD 88) 2z , .. w ,, pR,�E \-55 MILL
.� DECK �i • o, �. 0A
•C>\�
CB- P OpOSEp •� �,, x Xx
: x o_ �F.p , CREEK
FN D 1 I R 3-6R -o i; Ira \
j PAT�� pWE��IN Z.Q�� :'� xxxl xxxxx '�,
�� \ \� ' 10 ELL1 _ • AL
xxxxOxxxxxxX A7
m
E • x x x x x x x \\
o0 1 5 # • x x PROPO ED x.. c \
o I x � x x o
�� \ • x x MITIGA-V UNx x x c%
cflA
• x x �PLANTI GS x " x
o4 S�BA: %% if-- -- X. ,
0 S.F.)xxxX 6AL
2x5
`AL
� : xxxx �xxxxx xx x A5 UTIL.
• x x x x .. POLE ~AL
• x x x x RSN Q
PROPOSED SEWAGE .�� n i x x x" A4MPAL
DISPOSAL SYSTEM ,R \� �� _ x X. p�C OG*
B�-0 x x
110,
PROPOSED ; AC • x �� .,..
CONTAINMENT WALL �UN�TS x ■ x �� 5.00
ZONING COMPLIANCE TABLE - ZONE R-25
REQUIRED
EXISTING
PROPOSED
LOT AREA
25,000 S.F.
UPLAND
80856 S.F.
8,856 S.F.
FRONTAGE
150'
85,
85'
SETBACK FRONT
30'
41.3'
31.2'
SETBACK SIDE
15
6.4
7.2
SETBACK REAR
20'
16.5'
23.0'
BUILDING COVERAGE
25% MAX
(2,214 SF)-
17.8%
(1,579 SF)
22.3%
(1,976 SF)
BUILDING HEIGHT
35'
19.5'
34.9'
x
T/WALL EL. _ 10.0; oo� X x x: A3 N
PROVIDE 40 MIL PVC 2 x x s� Ri ■
SALT SITU PLAN PROPOSED D#r LLING'
LINER ON INTERIOR x x x; > E of ��EA ��,MARS%i y� ,
L
FACE.- G'' Aick PyttonZ Prepared or.John-Patr
ZD6A7D 2?Al �c
Julia Lou�gjiman
8 STET
EX/STING CONTOUR C Locczt 20 n. 31 Grist (fill Lane, Ya rmo uth, ffA
CB EXISTING BUILDING, a7�tfftt U C
Fnd. 0 CONCRETE BOUND FN D DRIVEWAY AND �4,� 1 Ryder do Filcox, Inc., P..: & P. L. S.
No. 3I21.3
HARDSCAPING TO BE . ,:, 3 Ciddida Hill Rd
FAST SEPTIC TANK/ a ,�' . L� �
00o REMOVED �,,.,,fX F s rE ``'
PUMP CHAMBER (PROP.) s i ,� P. O Box . A39 y
S �-� o. Orleans, ffA., 0,266,2 Lew b I�JC Sa�af
INNER .
n
RIPARIAN
ZONE ��" Tel. ,255-g3>,2
W WATER SERVICE (PROP.) (ENTIRE PROPER R — Z nt; 1fiti ation
Date January 5 ,ZO,Z
n' LIES WITHIN THE R/I/ER o--�--0 F/,' ZZ- — Rev.. 3 4 ,222 Foot er
Fax. ('S03j ;240 ,2306 � �
FENCE (PROP.) ONT) �-{ � I � !
Rev. — 4 >9 2,2 MpS -Job No. 1,2651