64-306 - 4 DANIELS STREET COURT - CONSERVATION COMMISSION DEP 64-
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NOTES:
LOCUS MAP 1. ELEVATIONS BASED ON CITY OF SALEM, MEAN LOW WATER DATUM
SCALE 1" = 800' TO CONVERT TO NGVD OF 1929 SUBTRACT 4.36'.
2. DEED REFERENCE - RECORD BOOK 14614 PAGE 496.
3. PLAN REFERENCES: PLAN 463 OF 1959
PLAN BOOK 71 PLAN 2
PLAN BOOK 177 PLAN 59
Q
6' X6"
PRESSURE
TREATED V
o tence 0 FRAME (� �(�9 ; ;i�
f
EXISITNG SOIL- O _
� 0
M
J/
EXISTING
TOP OF STONE RETAINING WALL ?ONF
_ 2' AREA TO BE EXCAVATED
AND FILLED WITH POURED
CONCRETE
fence
AREA = 5276 f S.F. / +17.34
/ eo es
2 1N A� +17.25 C>� GE
TOP VIEW \/_ LF> . � ' c -n o�'P \
SCALE 1" = 10' + 16.98 \ mss.
o \\\\
+ 1'6.27
1p' !l! ��R�t0ti°�E
+15.51 �✓
Y�0'�i
+ 15.94 5.37
�
V3 FLOOD ZONE = 17.4' l n /
4' I / O� lJ jP BPCF��+ .70 $32
4' X 6" /25' ( 6 / O
0 . �!!
PRESSURE TREATED 2 / �1P �9 'j jl p, foe Y�aJ oc w 5.36
F + 15.3 ° tO`` °° AREA OF PROPOSED
WOOD FRAME
grown EXISTING TOP OF WALL = 15.2' R\G�( O � " 510 �,�4 b°s` REPAIR WORK
+ 14.84 /�/ 164"
-o� `
FILTER �' i/I l ,/'+i 37
FABRIC
EXCAVATION
EXISTING STONE WALL r MPRH LO /�'-� PS�P� �\O GR0521
`t PROPOSED
POURED /
f -
CONCRETE
PVC PIPE OWNS
FSP
8" OF CRUSHED so.
as
STONE Ny X'�*''rxr '.
MEAN HIGH HIGH WATER = 9.5'
MEAN HIGH WATER = 8.7' -------
/
�otie<
\off
eon
rubble +;7
EXISTING BASE OF WALL = 5.4' h'e ,
mud dvrwft- 22.,Z.c�
SITE PLAN s`"'
\Z\ OFM,ISS41 4 DANIELS STREET COURT
s GAIL `s SALEM
F L.
GRAPHIC SCALE 350 y
.o No..35043 o PREPARED FOR
10 0 5 10 20 40 PST RFG/STEREO J4a
Fss'°°^ LA�°5°� LINDA MIRABITO
PROPOSED REPAIRS TO EXISTING SEAWALL SCALE 1" = 10' APRIL 10, 2000
( IN FEET
PROFILE VIEW )
MEAN LOW WATER = 0.0' 1 inch = 10 ft. NORTH SHORE SURVEY CORPORATION
VERTICAL SCALE 1" = 2' 47 LINDEN STREET - SALEM, MA #1349
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