HomeMy WebLinkAboutDOA - 78 Crowes Purchase - Site PlanN
+7 7
OISTING +��.
altAGf
8 4 7 `
\
�m
PAyEO UBly ay / SSD ' ex c TRANS 1-12 4.7 f
!-J 4.0
8.4 i 7.4
�i +7.9 1Q I \
_5
.,0 LOCUS MAP
\
CATCH BASIN / ' \
0 /0 20
✓ \ ° ( 1 TRANS 2-1 \\ SVW 2
8.4 \ TC8 2h f
CONSER VA T / ON NO TES:
\ 1 1 \ TRhV5 3-1/ SVW 3
\ No \sex \s_o 3.9 1. THE WORK LIMIT SHOWN SHALL BE FITTED W1TH A SILT
8N -CORNER BH •', t \� TRANS .�-21 FENCE AS REQUIRED BY THE CONSERVATION COMMISSION.
+8'z E__B.Is NM � 7.6 6X \ s \I II THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS.
•• TRANS 3-5 \ Q STAKED. DUG -IN FABRIC SILT FENCE. THE FENCE SHALL
B. 7 74 a REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
�.6 •.• �� 1 1 I
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
A' 7
I I SUCH AS STAKED STRAW BALES. CORI LOGS OR EQUIVALENT
o £�� •• ice 6 W AS DIRECTED BY THE CONSERVATION COMMISSION.
o ` ^A `\ ; evw a
\\ \` 3'S 2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
£ e /' \ •. \ �0 1 \ WETLAND SIDE OF THE WORK LIMIT.
op �� Fo @\'x • \ \ \\
J. ROOF DRAINS SHALL BE D 1 RECTED TO SU! TABL Y SIZED
A$ s • ra' \ \ sw s DRYWELLS AND/OR STONE TRENCHES ALONG THE DRIP LINE
TRANS 5-I3 6 FOR STORMWATER RUNOFF CONTROL.
• q 3.6
4. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
9 c� \ rca s \ \
6 7 ,\ \ \ $HALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR
TOP LOAM AND SEED WEATHER PERMITTING.
o v
NT,
1\ N_
\\\ BVw6
•_ �swy�� \ 5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA
\res 6 � THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS
AS SHOWN AROUND THE PROPOSED DWELLING SITE.
6. ALL DEBRIS SHALL BE LADED FROM THE SITE DAILY AS IT IS
\ / LOT Bvw7 PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
fir'` �t HANDLING FACILITY.
x a \
13.878± �l. F. �� i s v
7. REFER TO ANY DETERMINATION OF APPLICABILITY ISSUED FOR
\ I Bvw e r 5 THE PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION
f.
COMMISSION.
8. ENTIRE LOT FALLS WITHIN FLOOD ZONE Al2(EL 11 12)
AND THE RlVERFRONT AREA.
S / TE PLAN OF LAND
\
\
TI ........
40--- EXISTING CONTOUR REVISED: OCTOBER 26. 20/2
40 Wol PROPOSED CONTOUR JOB NO: I I -139 1 F I ELD : CFW/EEK I CAL C: SAH/CFW CHECK: CFW DRN: SAH
�\
78 CROWE'S PURCHASE ROAD. MAP 20.
PARCEL 224
\
WEST
YARMOUTH.
MA.
\
\\
�\
PREPARED FOR:
.JOHN
KA NE_
LEGEND
_%evw
to
28 RIDGECREST
CIRCLE. WESTFIELD.
MA 01085
® C8
CONCRETE BOUND
—W—
WATER LINE
SCALE: 1
— 20* AUGUST 9.
2012
O
HYDRANT
—G—
GAS LINE
- EAGLE
SURVEYING,
INC
— OHW—
OVER HEAD WIRES
923
Route 6A
#
LIGHT POST
--�.
�� �` �—
�
Yarmouthport
MA. 02675
—E—
�T_
UNDERGROUND ELECTRIC LINE
UNDERGROUND TELEPHONE LINE
/Y(� �
�� /�rl
( 508)
362-81,32
(5 O 8)
432-533.3
— CTV—
UNDERGROUND CABLEV1S10N LINE\�
+40 4
SPOT ELEVATION
TI ........
40--- EXISTING CONTOUR REVISED: OCTOBER 26. 20/2
40 Wol PROPOSED CONTOUR JOB NO: I I -139 1 F I ELD : CFW/EEK I CAL C: SAH/CFW CHECK: CFW DRN: SAH