HomeMy WebLinkAboutSite Plan - Approved40 T F-- Top of Coastal Bank
CxiShn Grade
30
-5
SECTION A - "All
0 10 20 30 40 50 CO
A
CON5ERVATION AREA TABLE
-G-
LOT AREA
21,000± 5F
AREA WITHIN COASTAL BANK
TEST HOLE / BORING LOCATION
PROPOSED FIBER ROLL5/PLANTING
1,290 SF
EXI5TINGTROPOSED ACCESS STAIR
100 SF
EXISTING AREAS. 0-50' BUFFER
DISTRIBUTION BOX
PATH5ILAND5CAPED AREAS
595±51`
PROPOSED ADDITIONAL AREAS: 0-50' BUFFER
-
PATH5/PATIO/LAND5CAPING -
480± 5F
EXISTING AREAS: 50-100' BUFFER
ED
PATH5/LAND5CAPED AREAS
105±5F
PROPOSED ADDITIONAL AREAS: 50-100' BUFFER
FIRE HYDRANT
PATHS/LAND5CAPED AREAS/GRAVEL STRIP
39± SF
RIVERFRONT AREAS
r
LOT AREA
21,000±5f
PROPOSED ALTERATION
3,123± 5F
PROPOSED WITH 100'
3,123--- 5F
PROPOSED WITH 200'
144± SF -
200' Ripanan
Buffer: Bass River
Y
DISTANCE
SCALE I"= 10'
70 1 80 90
5.5'±
50' Buffer
Coastal Bark
! 00' Buffer
Coastal Bank
1
1 BENCHMARK:
' Top of Foundation x 38.0
EL=32.5± (1988 NAVD)
1
{ .4
{ g6
35.4
PROPOSED G' HAND DUG LOCK IN TRENCH
FOR EROSION CONTROL BLANKET
PROP05ED EROSION CONTROL BLANKET
STAKED AND TIED USING 3 PLY 5151E ROPE
IN TRIANGLE PATTERN, IN AREAS TO BE DISTURBED
Top of Scarp EL=8.0±
-PROPOSED 29 DIAMETER FIBER ROLLS
544 SF±, G ROLL5 HIGH NORTH
TAPER TO 3 ROLLS SOUTH - SEE PROFILE
PROPOSED PAIRED DUCK BILL ANCHORS
USE 5' LONG, 114"CA13LE Q 2.5' O.C.
PROPOSED COIR BLANKFT: USE 900 GRAM,.
f 00% BIODEGRADABLE COIR FABRIC
Bottom of Scarp EL=2.0±
Bottom of Bank
Mean High Water/Edge of River EL= 1.4±
Mean Low Water EL= -0.4±
FLOOD PLAIN
20NE AE 100 YEAR FLOOD
EL= 1 1.0
\g3
6� x 34.4
J x
x 34.8 /
o
/. 31.9
LOT 94 ' / 19
Area=2 1,000 SF-±-
w
� 4
O /
-75
6
CONSERVATION NOTES: �o '
1.) LIMIT OF WORK SHALL AND EROSION CONTROL SHALL BE AS OUTLINED BY JENICK
NARRATIVE AND CONSTRUCTION PROTOCOL. -
2.) ALL DISTURBED AREAS SHALL BE LANDSCAPED. REFER TO JENICK LANDSCAPE PIAN. ` 1J O _
3.) CONTRACTOR, BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR ` Q
TO AND DURING CONSTRUCTION.
4.) ACCF55 STAIR RECONSTRUCTION: NON TREATED WOOD PREFERRED FOR P05T5.
IF TREATED LUMBER IS USED ONLY NON LEACHING TYPES OF PRESERVATIVES SHALL 200' Ripanan
BE USED. THE STAIRS AND LANDINGS SHALL BE IN A SIMILAR SIZE AND CONFIGURATION Buffer: Bass Pover
AS THE EXISTING (100 5F). ALL SUPPORTS 5NALL BE 4N4" AND INSTALLED BY HAND.
Aproximate Septic Location
Per A5 Built
4.0
N I l C
2�.9
�Q I l
161 -Ol
1 r 111
�OJ1208.2 1
P12
YARMOUTH,
MA
�t ems
P
-G-
GAS SERVICE LINE
Ro��
®
TEST HOLE / BORING LOCATION
1
5T
LOCUS
DB
DISTRIBUTION BOX
C1
- -0.3
SAS
SOIL ABSORPTION 5Y5TEM
-
Reserve
ire °,al"
Great westernr�acv-
ED
CATCH BASIN
Rd.
tY
FIRE HYDRANT
�PROP05ED
JENICK LANDSCAPE PLANS
Z:
WELL
r
®
DRAINAGE MANHOLE
�7
ILI
CONCRETE BOUND, FOUND
NOT TO SCALE
U-3
un
9-�
m
LAND COURT PLAN 32679-8 (SHEET 7)
CERTIFICATE #964884
ASSESSORS' MAP 101 PARCEL I G I
LEGEND
- 32 EXISTING CONTOUR
32 PROP05ED CONTOUR
X 12.34 EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
-w- WATER SERVICE LINE
-D- OVERHEAD UTILITY SERVICE
-D- UNDERGROUND UTILITY SERVICE
P
-G-
GAS SERVICE LINE
i
®
TEST HOLE / BORING LOCATION
1
5T
SEPTIC TANK
DB
DISTRIBUTION BOX
C1
- -0.3
SAS
SOIL ABSORPTION 5Y5TEM
` PROPOSED TREE TO BE REMOVED (TYP)
Reserve
RESERVED FOR FUTURE
UTILITY POLE
ED
CATCH BASIN
LANDSCAPING REFER TO
tY
FIRE HYDRANT
�PROP05ED
JENICK LANDSCAPE PLANS
®
WELL
1
®
DRAINAGE MANHOLE
z PROPOSED 20" DIAMETER FIBER ROLLS
!
CONCRETE BOUND, FOUND
4.0 _0,4 544 SF±, G ROL1S HIGH NORTH
TOP OF SCARP
a � T- TAPER TO 3 ROLLS SOUTH - SEE PROFILE
$io.7 , ' ` \-------- BOTTOM OF SCARP
2 } 15 \ X41. 4
1 \ -•-x- LIMIT OF WORK
.4 PROPOSED COIR BLANKET d PLANTING
21.5s'z PAI 2 FENCE
P��\\� 1,2905F_ EDGE OF CLEARING
I . L1 \�
\ TREE KEY
� Cor rete' m ` \ 2p4 a \ \�
/ Re lnmg ^/all 0110 OAK TREE, 10" DIA.
1
x 2 ° \\\ �rr \ P/10 PINE TREE, 10" DIA.
0 5/10 EXISTING STUMP, 19 DIA.
6'ood Cf Doh Ste1ps LLL n \
x E5111/ I -jl \ \\ \\\ PROPOSED 3' WIDE ACCESS LANDING'S
AND 4' WIDE STAIRS TO BE REPLACED
.2 P/14 1005F±
X 14. 19
s \
2
x 24.1
239
D
r ZA
r �
100' Ripanan
Buffer: Bass Rover
PROPOSED LINE OF ACCE55
+ 6 Path � ti�YP/ d1I
3.3
5 /- -,6._ [ lv-i
L
PLAN
O/ I xa_-.--
;.
SCALE I
3 ,€ I F/8 I u3 O BBottUotI of Scarp
s
Top of Scarp
22.9/
° REVI5ED PLAN, MAY 2G, 201 G: MEAN HIGH 4 MEAN LOW WATER ADDED
� � x 15.3 TO PLAN VIEW, COASTAL BANK LOCATION REVISED, ADDED SEPTIC SYS..
�k
x 0.8 3' Wide Landing 4 e 5tair5
O
AIA OF $F OF/yiS, Trulli Residence
�T�✓�cP� r1>�A s9C� • c/o Crawford land Management, 28 Black Watch Way, Ma5hpee, Ma 02649
JOHN JOHN M. Ptr
O' EILLY ° °��;;�`Y PROPOSED SITE PLAN
NO. 46733 ' NO. 36200 184 81ue Rock Road, Yarmouth, Ma
14
A. MA �`� J.M. O TEILLY & ASSOCIATES, INC.
S
�ptvlk Professional Engineering & Land Surveying Services
0 20 40 GO 1573 Main Street - Bouts 8A
P.D. Boz 1773
SCALE I "=20' (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
DATE: SCALE: BY:CHECK: JOB NUMBER:
4/21/201 G A5 Noted JFM JMO/MTF JMO-8 123
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