HomeMy WebLinkAboutPlan 6.21.2022NOTES:
1. THE ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD
88 VERTICAL DATUM.
2. THE ENTIRE LOT IS WITHIN THE 200' RIVER FRONT.
3. THE DRAINAGE PIPE WITHIN THE 10' EASEMENT IS
APPROXIMATE, AND SHOULD BE VERIFIED BY THE
CONTRACTOR.
4. THE DRAINAGE EASEMENT AND PIPE WERE COMPILED
FROM THE SEPTIC DESIGN PLAN BY OTHERS.
5. CONTRACTOR TO LOCATE SEPTIC COMPONENTS IN FIELD
AND PROTECT PRIOR TO ANY OTHER CONSTRUCTION.
BUFFER DISTURBANCE
BORDERING VEGETATIVE WETLANDS
0-50'
50-100'
COASTAL BANK
0_35'
35-50'
50'-100
• •_ •' i
RIVE. iERQNT AR
WITHIN •f '•
Mw;flfkEK!b=fffjxV
LOCUS INFORMATION
CURRENT OWNER: CRESTVALLEY DEVELOPMENT LLC
TITLE REFERENCE: DEED 1300K 34574, PAGE 146
PLAN REFERENCE: PLAN BOOK 68, PAGE 145
ASSESSORS MAP: 30
OUTLET NOT PARCEL: 5
/ '\ FOUND —
TIDAL �00D
� ZONING DISTRICT: R 25
MARSH `J ' WF-#10 SETBACKS: FRONT 30'
SIDE 15' , ® ~ GRADING IMPACT IN THIS REAR 20'
g„E // ' ® / ANDOTSERISNCONSIDED MINIMUM LOT SIZE: 25,000 S.F.
N11 4 NEW IMPACT.
TOTAL LOT AREA: 12,835t S.F.
UPLAND LOT AREA: 8,085± S.F.
lie
EX/ BUILDING COVERAGE 1,145/8,085=14.2%
EDGE 9�Rr f_i e \/ i / MAX. BUILDING COVERAGE 2,021 S.F. (25%)
_ � v
�— s ' r � - ADS _ \ / PROP. BUILDING COVERAGE 1,912 S.F. (23.7%) BASED ON UPLAND ONLY
�
OVERLAY DISTRICT: NONE
NITROGEN SENSITIVE
s - • . ZONE: NOT A ZONE II
—5--
® ® �— 0 � FEMA FLOOD
/ •• •• O .• '� a o ZONE DISTRICT: "X" & "AE" EL-11.0 DATED 7/16/14
® '6 •' ` •• �! PANEL #25001CO569J
•
CONCRETE ,7 Q / 0 0 ` N/F
BOUND O O 0 v O ®tee a O 0 O/0 O ELLEN L. WILLEI'
FOUND ___ \ a REMOVE WALLS & ASSESSORS
0RECONSTRUCT
PROPOSED �0 O O U V W O "0. COASTAL BANK MAP 30
L/ PARCEL 6
4,,.. WORK EL�IT 0 �0� 0 \O 0 O OO AA • ' �
STRAW WATTLES __ O O 0 I RHO
p ® �FF�
ROBERT NB & DEBRA _ \\ O �"�0 0� / 0 00
g0
L. HOVSEPIAN 0 0
ASSESSORS MAP 30 \ _ 12
PARCEL 4 10•, 0� 0 I 1 PROPOSED
° WORK LIMI T
• I LINE OQ
ZO 0 0 0 0 BASE OUT / / STRAW WALES A` .IlIlF
NE AE EL. i T 0 K \ 13 ' i ®4��-�P 1�
ZONE X 77 0 CO S�f "� ,% 16 f • 0J®�Q�
• 0 0 7g
a \ O O
lowi
:31,
`� �� 0 4' LANDSCAPE®' GOP
®'
' STEP FOR ptc
GARAGE
N/E
CR
o° ASSESSORS
MAP 30
PARCEL 5 �
PE
/ PERVIOUS PROPOSED �
EXISTING
PROPOSED
334 S.F.
0 S.F.
1,320± S.F.
1,912t S.F. (BLD)
730± S.F.
647f S.F.
680± S.F.
786t S.F.
675f S.F.
749t S.F. (INCLUDES DRIVEWAY)
257± S.F.
0 S.F.
12,835± S.F.
1,320t S.F.
2,024t S.F.
704t S.F. @2:1 MITIGATION REQ'
1,408± S.F. MITIGATION REQ'
620± S.F.
705f S.F.
85f S.F. @2:1 MITIGATION REQ'
170f S.F. MITIGATION REQ'
1,578f S.F. TOTAL MITIGATION REQUIRED
1,580f S.F. MITIGATION PROVIDED
..�ZBENT!\
QUANTITY BOTANICAL NAME COMMON NAME MATURE SIZE SPACING ROOT
54RUB5
10
CLETHRA ALNIFOLIA
SWEET PEPPERBUSH
(0'
5' OC
CON'T, I GAL.
10
ILEX GLABRA
INKBERRY
b'
5106
CON'T, I GAL.
40
VACCINIUM ANGUSTIFOLIUM
LOWBUSH BLUEBERRY
2'
5106
CON'T, I GAL.
30
COMPTONIA PEREGRINA
SWEET FERN
2'
3' OG
CON'T, 2 GAL.
PAVERS GARSLAB Ai 7.3 ` R�`I���R� ® �
#
PROPOSED \ �Ofl , ®3 BEDROOM �0
DWELLING ®, g FFER
15• � � ®` 14fl
TOF=1 & 0
PROPOSED �n \ SLAB=10.0
RINSING
STATION
000 r OPEN ` d
9 PORCH
N / o
PROPOSED
9 . BIT.
DRIVEWAY
vim'=
/ \ _0 ®�
16
W
cp ` PROPOSED 1®fl �OP
O 3 15 TRENCH DRAINDIRT ®04
TH DRYWELL
LOCAIPP\ DRIVEWAY
S6Q p0 \ ® woos e OH
R��Sfl 00 \ ®W / /
EXISTING TITLE \ `� /
GRAVEL \
SYSTEM \ DRIVEWAY p \ ® OHW / BENCHMARK
COMPONENTS ® CENTER BACK
TO REMAIN ' \ \ p00W / CATCH BASIN
NAVD-1988
CONCRETE
BOUND
FOUND --'� s
OH
/ Sj
� s
/
/
n
;G)
ROUTE 28 ® m
� w
m
N
LOCUS ® z
;0 c
m
LEWIS BAY
LOCUS MAP
NOT TO SCALE
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THE LOT CORNERS,
DIMENSIONS AND SETBACKS TO THE
STRUCTURE AS DETERMINED BY
INSTRUMENT SURVEY AND AS SHOWN ON
THIS PLAN ARE T.
OF
WERAN J.
HMY
9 NO.4bi35 �e
.
z-0/1
KIE J. H PLS DATE
FOR THE BSC GROUP INC.
P N OF
TA N
17 CREST CIRCLE
IN
WEST YARMOUT
MASSACHUETT
(BARNSTABLE COUNTY)
PROPOSED CONDITIONS
JUNE 21, 2022
NO.
DATE
DESC.
PREPARED FOR:
DAVID PALMER
63 PROSPECT STREET
MELROSE, MA 02176
palmeripad@me.com
ABSC Wr
349 Route 28, Unit D
W. Yarmouth, Massachusetts
02673
508 778 8919
Q 2022 BSC Group, Inc.
SCALE: 1" = 10'
0 5 10 20 Fr
FILE: 50597-SP.DWG
DWG. NO: 6767-02
SHEET 1 OF 1
JOB. N0: 5-0597.00