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YARMOUTH,
SECTION A 1INI - �� MA
Top of CaastaS Bank \`� -
PROP05ED G" HAND DUG LOCK IN TRENCH
FOR EROSION CONTROL BLANKET I i SASS
PROPOSED ER05ION CONTROL BLANr.ET
Grade 5TAKED AND TIED. U51NG 3 PLY SOLE ROPE
x/ �IN TRIANGLE PATTERN, IN AREAS TO 15E DISTURBED LOCUS
Top of Scarp EL=8.0*
PROPOSED 20' DIAMETER FIBER ROLLS Gr t2�e �Qa
_544 5F±, -G ROLLS HIGH NORTH �t N✓c,e
<i n
/�x h TAPER TO 3 ROLLS SOUTH - SEE PROFILE
/ PROP05ED PAIRED DUCK BILL ANCHORS
x�� U5E 5' LONG, 114• CABLE @ 25' O.C.
/�PROPOSED. COIR BLANKET: USE 900 GRAM,
/X 100% BIODEGRADABLE COIR FABRIC
y\ 1 03 T�
0
LOT AREA
21,000± SF
AREA WITHIN COASTAL BANK .. .
-5
PROPOSED FIBER ROLLSIPIANTING
1,2905F
FXI5TINGA'ROPO5ED ACCE55 STAIR
100 5F
EXISTING AREAS: 0-50' BUFFER
PATHSRAND5CAPED AREAS
595--5F
PROP05ED ADDITIONAL AREAS: 0-54' BUFFER
PATHS/PATICAAN05CAPLNG
O
10
20
PATH5AAND5CAPED AREAS
A
.PROPOSED ADDITIONAL AREAS: 50-1 Do BUFFER
30
CONSERVATION AREA TABLE
LOT AREA
21,000± SF
AREA WITHIN COASTAL BANK .. .
PROPOSED FIBER ROLLSIPIANTING
1,2905F
FXI5TINGA'ROPO5ED ACCE55 STAIR
100 5F
EXISTING AREAS: 0-50' BUFFER
PATHSRAND5CAPED AREAS
595--5F
PROP05ED ADDITIONAL AREAS: 0-54' BUFFER
PATHS/PATICAAN05CAPLNG
480± 5F
EXISTING AREAS: 50-1 Do BUFFER
PATH5AAND5CAPED AREAS
105�-51`
.PROPOSED ADDITIONAL AREAS: 50-1 Do BUFFER
PATH5AAND5CAPED AREA5/GRAVEL 5TPJP
39± 5F
RIVERFRONT AREAS
LOT AREA
21,000.t5F
FROP05EDALTERATION
3;123+- 5F
PROPOSED W TH I DO
3.,123± 5F
PROPOSED WITH 200'
144# 5F
Bottom of Scarp EL=2-0± o w NOT TO SCALE
BL of Bank q V' m LAND COURT PLAN 32679-13 (SHEET 7)
CERTIFICATE #964884
T:mo
> M n Nigh Wate (Edge o1 River EL= 1.4 ASSESSORS' MAP 10 I PARCEL 16
Mean tow Watt EL= -0.4:t
LEGEND
R w — 32 EX15TING CONTOUR
FEt=
D PLAIN Q� 4.a _ 32 PROPOSED CONTOUR
AE 100 YEAR F1OOD tt
A 'o s 1 x�zs4 EXISTING SPOT GRADE
I 24x5 PROPOSED SPOT GRADE
40 50 sD 70 BD 90 IDo
�O , °' 7 0 — w— WATER SERVICE UNE
°p`°��o + } —o— OVERHEAD UTILITY 5ERVICE
5.5'± c v �� j-14 —U— UNDERGROUND UTILITY SERVICE
DISTANCE Q I � 2a4 I .P GAS 5ERVICE UNE
SCALE I I O ao �' 1 ,16, 1 is P T15T HOLE / BORING LOCATION
ST SEPTIC TANK
x 33,1 g ��U ` t I DB DISTRIBUTION BOX
''0110+ 4 x -a3 5As SOIL ABSORPTION SYSTEM
SO' Buffer 1 tY12 \B\ \�..... - PROPOSED TREE TO BE REMOVED OW) Re'e^'e RESERVED FOR FUTURE
Coastal Bank �'S J \
UTILITY POLE
ID 100' Buffer /
Coastal Bank CATCH
X 375 ///+ / n i ! ! ''.. PROPOSED LANDSCAPING REFER TO Tl FIRE HYDRANT
JENICK LANDSCAPE PLANS
7 \ 8 ° WELL
P 2 \ . DRAINAGE MANHOLE
1 x 3a.4� 4, 'i.2 PROPOSED 20' DIAMETER FIBER Rous e CONCRETE BOUND, FOUND
1 BENCHMARK: , , t 2s� I x ,1 4n -0.4 544 5F. , G ROL I S HIGH NORTH TOP OF SCARP
..._ Top of Foundation x.30.0 / x33. - 7 ` ` 1 �c ., TAPER TO 3 RGL'S SOUTH -SEE PROFILE 130TTOM OF SCARP
( FL=32.5± (1988 NAVD) —°—x-
11 z `5 ` e�1 " LIMIT OF WORK
- � 1 x 34,e 4.4 PROPOSED COIR BLANK7=i E PLANTING PENCE
';290 SF_ 36 4 _ A 32 - � � .. ���� .EDGE OF CLEARING
TREE KEY
tYe \` `` ; �� ypb x Retanmg�VaE1` it ; x 0.a
P
0/10 OAK TREE, 10' DIA-
P/
IA_
C, Ra CEJ .4
two F/ 10 PINE TREE, 10" DIA.
0 5/10 EX15TING STUMP, I O' DIA_
Wood 4� Dirt f1ps t 4 i
200 Riparian `. I 19 t 1.6
Buffer: Bass River
PROPOSED 3' WIDE ACCE55 LANDINGS
AND 4' WIDE STAIRS TO BE REPLACED.
100 5F±
get
,� J ter, ♦R.<w4
PLSrtOFs�+ ���P�JOHN
t�OFM4ss
24.3 `F/ISy` _y° r SAF
L�,.'1'�.... • a Path O� M.
O i ca e JOHN M - O'REILLY
0
PLAN f O'REILLY t :,
t PliOy=` O/10- t x 0.7 s@v CIVIL 4 NO. 46733 \
% \ P/f P/& % Ix�4 L'J 0 cS SCALE 1'=20' �I N0. 36200 ri 'o F Ct
Area=21,00Q i (/ 223 1 t �? n a9p9� �o c \!qN Qss% p�
Bottom of Scarp
c� 23.4° x 15.3 Top of 5ca.
is
Xi
CONSERVATION NOTES: , A $ ` j �` x .9
0,0 S Wide Iari f 8 V Wide Stairs
�� f� 1 ru ti TO BE REPLACED
TCUIf1 Residence
1.) LIMIT OF WORK SHALL AND EP05ION CONTROL 5NALL BE A5 OUTLINED BYJFNtCK 2 2321 100± 51' c% Crawford Land Management, 25 Black Watch Way, Ma5hpee, Ma 02649
NARRATIVE AND CONSTRUCTION PROTOCOL. �� a 1
2.) ALL D15TUPBED AREAS SHALL BE LANDSCAPED. REFER TO JENICK LANDSCAPE PLAN. '. , �J �0 � / • 2 7 PROPOSED SfTEE PLAN
3.) R, BUILDER AND OWNER SHALL R_FVIEWTHE ORDER OFCONDITIONS PRIOR ` -71 1 1 1.84 Blue Rock Road, Yarmouth, Ma
TO AND DURING CONSTRUCTION. 1 ' J.M. .O'REILLY & ASSOCIA l
4.) ACCE55 STAIR RECAN5TRUCTM: NON TREATED WOOD PREFERRED FOR POSTS. i ' IDD' ILpanan T ES, INC..
IF TREATED LUMBER 15 USED ONLY NON LEACHING TYPES OF PRESERVATIVES SHALL 20D Riparian - Buffer: Bass Rover Professional Engineering & .Land_ -Surveying Services
BE USED. THE STAIRS AND LANDING5 SHALL BE IN A 51MILAR SIZE AND CONFIGURATION Buffer: Bass Rorer
AS THE LX15TING { 100 5P). ALL SUPPORTS SHALL BE 4'X4' AND INSTALLED BY NAND.
0 20 40 GO 1573 Main street - Route 8A
- - P.O. Box 1773
PROPOSED LINE OFACCE55(508)808-8801 OtIIee Breeater, MA 02631 (508)890-0802 Fax
5CALF 1'_-20' DATE:SCA E: BY: CHECK: JOSNUMBER:
G:VWIcbs\C axficrdLandManae entiS 123propo5e05rtep4an.d+g 4/21/2016 As Nosed JFM JMOIMTF JMO 81 23