HomeMy WebLinkAbout1242402AB03 - Plans - 393 SALEM STREET 9/19/2023 NO TES
1. SEE NORTH ANDOVER ASSESSORS PARCEL ID #037.D-0008
-0000.0 DEED BOOK #16259 PAGE #91 AND PLAN #9075
E.N.D.R.D. FOR SITE. EDGE OF WOODS FROM MA GIS PLANS.
2. WETLANDS DELINEATED BY NORSE ENVIRONMENTAL SERVICES,
TYNGSBOROUGH, MA TOPOGRAPHIC DATUM NAVD88.
N/F 3. TOPOGRAPHIC DATUM BASE NAVD88 BENCHMARK IS FINISH
JOANNE F. FLOOR EL.=210.23
LYNCH JOEL p /F
HANLEY
4. SEE ORDER OF CONDITIONS DEP FILE #242-1844 ISSUED JUNE 24, 2022
1A RECORDED JULY 6, 2022 IN BOOK #17500 PAGE #1 ENDRD.
9A 8A 7A 4A 3A 2A N/F
DH 10A , 5A LAUREN J.SET 6 KENNEDY
' HIGH WVF 6A �
11A �
O 176.6 9' LEGEND
SHED 83•88'
DH
SHED SET 47.74' STK SEA • GG GAS GATE
c - � - ST ❑ MB MAIL BOX
❑ i 0 STK WOOD STAKE
12A --
*DH DRILL HOLE
N (OIR IRON ROD
❑� N co S�q `�' EDGE OF WETLAND
13A °0 °' 5 0 2A WETLAND FIELD FLAG
r
205.76 °' ❑ WOOD STOCKADE FENCE (WSF)
X 206.20 X CHAIN LINK FENCE (CLF)
c ' ❑ 205.56 �� o WHITE VINYL FENCE (WVF)
206.15 X
�� X 206.34 ,�� W.F. WOOD FRAME
14A �W 205.70 covW, . r-Y-Y-Y--\ TREELINE
LAWN BM BENCHMARK
x 4' HIGH CLF X GRASS WRTW WOOD RETAINING WALL
x 06.49
204.38 2057
13 i DECK 206.60 BCB BITUMINOUS CONCRETE BERM
206.69 x 207.53 BCS BITUMINOUS CONCRETE SIDEWALK
15A o� 206.48 207.52 = BW BRICK WALK
❑ BM 207.24
205.67 I FF=210.23
o \\ X I 207_58
1 TE=209.85 GF=207.12 207.73
GF=207.08 I N rrj
16A 1� 1 STORY
d
W.F. � N
I #393 POPCH X 2d7.36
1 I
❑- ❑ 114 HIGH WSF B 207.10
\ ❑ TE=210.03 2 7.03 207.17 207.50
17A 203.71 \\ i 06.98
�I l 208.38 20 444 2071 X207 45
>-
N I807.4 BIT. CONC.DRIVEWAY I i-! Q
108 I BW 2 6.88 206.81 X I c ic�i`�'� � �
N �� 2'b8,35, 207.4 X X 2072807.25 z
_� \ \ 206.77 206.98 I o
18A \ 206 20 .54� I Q
co204.64 -x 206.1 -0� 1 _ __ 206 86
o 0 205.99 �\\
06.31� ��06.51 206.64
o � j 206.47
19A �\
N � LOT 1
r--
NAREA_1 03030 AU \\ \\ 266
205.43 2 5.49
20A \ ? \\
i [j \ \
ON \ Z \
3{ ' o
o ' \ v 204.63
UILDON
204.63 m
ZONz-
22A 1 \ 204.63
IR 204.48 MB IR -X 204.59
IR 201. 4' HIGH WVF SET /203.56 0 204.4°S ❑ ! SET
°
SET 201.87 0 202.95 _ BCS 204.97
20 .01 204.42 204.49 204.87 AS UIL T PLA
I , 200. 201.95 gg gp 203.7o L=96.04
201.34' _ 202. 203.E IV
202.23_ BCS 203.04 203.60 204.19 204.26 BCB 204.26 204.25
203.06
201.38 BCB 202.04 IN
200.98 - .� NORTH ANDO VER, MASSACHUSETTS
N ��,LE STREET R E E BITUMINOUS CONCRETE
(PUBLIC-30' WIDE)
TO ACCOMPANY REQUEST FOR CERTIFICATE OF COMPLIANCE
PREPARED FOR
x 202.79 /� /� RON Le ]� UNC /� ]�T C� t�t1 J/ t�1 �
393 SALEM STREET
o NORTH ANDO VER, MASSACHUSETTS 01845
m
Q
No DATE. SEPTEMBER 19, 2023
N
STEPHEN ,
E. SCALE. 1 =20
STAPINSKI N 0' 10' 20' 40' 60'
NQ #29876 � MERRIMACK ENGINEERING SERVICES
S'�'F I STER�J�
O a �A 66 PARK STREET
ANDO VER, MASSACHUSETTS 01810
PHONE.- (978) 475-3555 FAX.: (978) 475-1448
N EMAIL. MERRENG@AOL.COM