HomeMy WebLinkAbout15675AB01 - Plans - 859 WINTER STREET 7/29/2025 NO TES
1. SEE TOWN OF NORTH ANDOVER ASSESSORS ID #104.B-0208-0000.0,
ENDRD BOOK #4740 PAGE #192 AND PLAN #12572 FOR SITE.
2. WETLANDS DELINEATED BY NORSE ENVIRONMENTAL SERVICES, TYGSBOROUGH, MA.
3. TOPOGRAPHIC DATUM IS NAVD88 ESTABLISHED BY RTK GPS. BENCHMARK IS IRON
ROD FOUND LOCATED ON SUBJECT PROPERTY, ELEVATION=211 .35.
4. SITE IS SUBJECT TO AN ORDER OF CONDITIONS DEP FILE #242-1430 ISSUED
JUNE 27, 2008 BY THE NORTH ANDOVER CONSERVATION COMMISSION RECORDED
JULY 10, 2008 IN BOOK #11246 PAGE #248 ENDRD. SEE ORIGINAL DESIGN PLAN
BY FRANK S. GILES 11, APRIL 21 , 2008, REVISED JUNE 10, 2008.
BENCHMARK
IR FIND
W/F-9A EL=211.35 41*
W/F-SA 11
W/F-7A
LEGEND
W/F-6A --
WF#13A WETLAND FLAG
111• EDGE OF WETLAND
W/F-5A
o000o STONE WALL (SW)
AA RO ROOF OVERHANG
BIT. CONC. BITUMINOUS CONCRETE
-� WOOD FRAME W.F.
CCBW CEMENT CONCRETE BLOCK WALK
W/F-4A L 0 T 4 A
- CS CRUSHED STONE
- = ANAMIN ILVANA BH BULKHEAD
CEM. CONC. BLK. CEMENT CONCRETE BLOCK
W/F-3A FSW FLAGSTONE WALK
AC AIR CONDITIONER
Igo 189.15 SMW STONE MASONRY WALL
^� TE THRESHOLD ELEVATION
x 191.01 197.29 m1
190.6 190 \ 198'07  PROP. PROPOSED
W/F-2A d alp \
x191.01 W/F-1A ��` � 373 \196. \\ 222X3 PROPOSED FINISH GRADE
102.05 192.2d- 190.99 \ 193.10 \ \ \ RET. RETAINING
191.97 92.34 _\\ 191. 191. 1 192.03 \
EDGE OF WOODS
190.87 191.79 192.49 �79 s7 / PSS \ 195.98 X 197.08 x 198.48
z - >>• g I - - 219- - EXISTING ELEVATION
2 J 192.62 \\ _---���� x194. op �G
190.41 J�19 1 �� �o I ❑ ❑ POOL FENCE
191.49 �/ e1 T CONB / 194.3 GF�10 O� ti
192..p ORiVf6VAY 92.95
LOT 4 A -VE 193.94 1 I2�F• rOv
- 192.1¢i 192.25 192.63 193.19 1 \PGF 196.90
N/F 1g� 192.94 2.90 93.09 193.55 193.79 / GPgg 196.96 \7g8
ADAMI SILVANA 1 3.1 192.96 a 97.84
193.2 93.05 BIT. CONC.
193.34 93.32 193.32 193.37 DRIVEWAY 7
TY
3195.0
.43 193.37 193.47 - - 194.38 \ 197.05
193.73 194.0 194.48 195.02 \
MEN193.87 193,41 194.15 °i
rp\CCESS, E ASC � ��� � ,94.22 ,93.46 � ,94.57 GGg� � 96.,,
ci L 1 GRApING [_ �� i 194.04 193.37 INS\.70 ICV 194.40  96
J 'A� 93.60 193.57 193, 94:85� 194.34 O O
m 19 193.56 193. 0
193.70 193 5 = 194.13 S Gs
/ ^ Q 194.56 194.83 193.81 1
VJ
Q 193.2 � F 94.46
> _-•.� `� 194.91 194.6Q6 193.72 �x� 192.13 39'7\ 194.17'YtiFO
E qY `/ _ 193.75 x 17 `l-o
c 195.02 194.44 194.15 ` \ �193.3} 192. / 194.15
W U g 194.88x a -194-w19397 \ 1 2. 19 .06
195.28 4 � .81 194.30
m c 195.27 2 STORY �� 194.59 1H'\78 8g\0 �g2�1 194.63�
195.53195.51 A58 wN 194.85 \ 1 7 W
7 1921 194.03 z
L \ 195.35 TER ST 194.93 �6.21 G R A S S 19 o
194.67 194.0
x 195.33 2 I 195.66 1 4.57 -
�. rn
L O T 3 A A - 194.99 194.83 0 _ _ 194.77 •94 195.00
1995.74 8 7 195.07 195.01 19 06 0 _ Mfg x
FF�19 1 195.55 1 5.03 O -
N/F 195.62 4 1 .28 6, 195.21 RIP RAP
WILLIAM D. ARMSTRONG l 195.24 19 ,4 195.0 196.
ELIZABETH A. ARMSTRONG 195.18 196.28 \ °i
195.63 4 195.33 1g5,57 TYP.� �
� X 196.79 �\ 195.62
195.31 4 , 4 195. 19 .40 195.73
\
196. 6
96.3 196.59
,95.5��,/ 196.42 196.59 6.18
19 197.45 {{
195.25 / 195.90 / 197.42 197.17 196.73
a 195.9 \
195��1 5 97.31
.62 196.31 196.10
19 19$ \\\ 196.09 197 15 loo
{ x 199.3P� 196.36 196.49 1 L O T 3 A A
x 197.70
�cp x 196.60 196.48 196.76 N/F
LIZABE D. ARMSTRONG r AS UI T /Ty PLAN
WILLIAM A. ARMSTR G L 1 �
IN
{ NORTH ANDO VER, MA
W/F-B2
W/F-B3 TO ACCOMPANY REQUEST FOR CERTIFICATE OF COMPLIANCE
0 VERALL PLAN o<M v MU �jF w/F-B1 - � -` PREPARED FOR
ROOC �/ � W/F-84
o SCALE. 1"=100' ti tr E  9'V ILLIAM D. Al bMSTON�
- N P NSSOc\P�\OW/F-Al W/F-A2
Lc)1-1
ST � � �REENgE� EL,IZABETH A. ARMS'TRONG
00 Got-, W/F-A3 U,
ESSEX �C 859 WINTER STREET
W/F-A NORTH ANDOVER, MASSACHUSETTS 01845
CD
DATE: JULY 29, 2025
DETAILED PLAN >
o �N��u�,,,_ 0 100 200 300
m SCALE: 1 =20 STEPHEN SCALE. 1"=100'
L0E. N SCALE. 1"=20' 0' 10' 20' 40' 60'
c0 STAPINSKI
Lo
#29876 �
m ass ,STER J MERRIMACK ENGINEERING SERVICES
A LA 66 PARK STREET
1-1
ANDOVER, MASSACHUSETTS 01810
Qo Qo PHONE: (978) 475-3555 FAX: (978) 475-1448
Lo EMAIL: MERRENGOAOL.COM