HomeMy WebLinkAbout924603AB01 - Plans - 93 CRICKET LANE 8/19/2025 NO TES
1 . SEE TOWN OF NORTH ANDOVER PARCEL ID 107.A-0285=0000
AND BOOK 11094 PAGE 206 ENRDR FOR SITE.
2. TOPOGRAPHIC DATUM BASE IS SAME AS SUBSURFACE DISPOSAL
SYSTEM PLAN FOR SITE DATED AUGUST 12, 2011 . BENCHMARK IS
TOP OF FOUNDATION OF 93 CRICKET LANE, ELEVATION=193.20.
DATE OF FIELD WORK IS AUGUST 12, 2025.
3. SITE IS SUBJECT TO AN ORFER OF CONDITIONS DATED ISSUED
SEPTEMBER 15, 2011 BY THE NORTH ANDOVER CONSERVATION
COMMISSION FILE #242-1532 RECORDED ENDRD BOOK #12618
PAGE 28 ON SEPTEMBER 19, 2011.
G13
1A
X 166.32n 164.32 LEGEND
�C V B14 B13
\X, .96
NEN � A �z�o�o
�\��\S h El TELEPHONE BOX
❑ C CABLE BOX
\
x 1ss.7o El ELECTRIC BOX
'76• 2 17 .46� WETLAND AS DELINEATED BY
❑ AC AIR CONDITIONER
17 NORSE ENVIRONMENTAL B15
> °X 1B62\\8 '187 1 �A SERVICES INC, AUGUST 20„ CM CONSERVATION MARKER ON TREE
X 18$.12 \ \ O 1 k,82. .�, •.\ -tip '
\ � 0 3.2a ° 1��3c,�F • GM GAS METER
X 182.93 \ p 18 93 •05 \183.17 \ \ \ B16 • 16"D DECIDUOUS TREE
18 43\ \186.35 \ \\ 03 178.03 \ \\ \ \-p`1 X 165.13 WL WALK LIGHT
I �O /
�5 � �\s . • 177.E 172 \4A TO
1 \ \ (p 183.03 177.g1 \ o,� lf" • VP VENT PIPE
183.52 X rn X 41 �64\ _ y�� 1 00 \ EDGE OF WETLAND x 165.13 O
X 83.76 \ 18s.97 1s4.27 1 4. ?• �` X 192.15 SPOT ELEVATION
�� 1 2e31 i \ C10 FROM RECORD PLANS ^, /
1a3.27 \' , , \ V
184-- -/ 4.65 4.2 ,�4.\ 183.0 �� 6 z !j O
8s 166.19 Dp
v X 1 a7.68 1 1 69 .11 \sT 1 1 . 178.�7\ \\ ?� \ \ ��
C8 WETLAND FROM RECORD
$2 co '88�s7.2418'. .9 �� � .. '\ 171.9\ \ 5A
184.59X 18�
1gs, � ys7 P aF000 iiss2 \\ LF,Q �o, 0 6A WETLAND FROM FIELD SURVEY
18a.si88 �\ \ B17 . ,Ili, EDGE OF WETLAND
,88- -_- 188 0 \\ \ 6A b�
c 1 190 88.8 \ ' 2:rZ . \ �c - -192- - ELEVATION CONTOUR
ssz 190.27 *� 5.. ns. \ \ '' 166.21 W WATER PIPELINE
190�89.96 19 .80 GM \• \ 171.53 \ 6 p C8
/ 191.§0 184.22 18� �\ \ \\ 167.44
. .\ ' G GAS PIPELINE
192_,s,.a7 -- 19 /192.27 UMP 5� ;O �00 cc� -
\ 1 \ -UGE- - UNDERGROUND ELECTRIC CONDUIT
PANK A0 O 9Rs } O \1 182�X \ \ 1P2.74 \ 7A -❑ ❑WF WOOD FENCE
193.17 / q.
- 92.6 POO J \ TTT ��. 174 S;2 \ \
(- 194.48 \ CF�f 192.5 18 .92 \\ 1 ♦O� 818 /
�k �\ 174.25\
s oo `, 184.89 \ 4.4��6 �m / ���� TREELINE
r X 194.70 / -7 \c/6 92.06 6s�x 181).25\\ r' ' 8A C6
19321 D-BO 91 77 \ C5 0 B.M. BENCHMARK
19 10/ 184.83 SGC SLOPED GRANITE CURB
Z I 4 \ \193.91 TSEPTI ANK r 184.87 X� ( �6 7� C7 9 A D�
19221 I 184 8 \ 10A Big
TE THRESHOLD ELEVATION
x \ 14 > 191.7 \\ \ I I \�74.96 11A N/F NOW OR FORMERLY
-c 194.71 \\\\ x 1 s \\\ x,s3.ss x�1 41 4 = I I h75.,o
191.77 TF TOP OF FOUNDATION
\\\ \\\ \\\ 191 184.6 I C4 W.F. WOOD FRAME
41*
194.45 1 .
I \�\\ \\\\ \�\ \\ ,s,.sa 184.39 II 83.s� ( 1 .03 12A �
191 CCW CEMENT CONCRETE WALK
\\ 195.60 \ \ X \ z 1 C3 `l' OF GARAGE FLOOR
\I X 194.99 \ \ \ \\\ \ •72 184.67 �\ \ \
TRENCHES(3) \\\ \\\\\ x T 8 I \ 1.71 19i�g1 184.37 I \ \ L 0 T 1 �.i
(TYP)��\ \\ \ \{ ,9,7a SMRW STONE AND MOTAR RETAINING WALL
9193.35 \ \ 191.58 I �1 \I AREA=65,469 S.F. 21 BIT. CONC. BITUMINOUS CONCRETE
=1.50 AC.
\ \\ 19514 \ 193.30 X 184.00 "1 1 "�53 irk z M&P MULCH AND PLANTINGS
O I193.11 193 31\ \ �I 91.1 622 �
I Y D-BOX DISTRIBUTION BOX
19-2-
92\\ 1T
.78 193.51\\ X 1�.22 \ \ I 19} 18 3 183 2 I \7�\ ��jR \\/ d
\ 92.91 \ 9 X 18 97 ,8 .69 \ awft \ LL
191.65 \LLB=DGE_ (TYP.)NSP PORT \ / ,94i =193.61 1d.:� 1 �j \ N \
~\ X 19'�/r \Y1� 185.46 Y��z 1 \ \\ G C2 1 z
190- X 19,.� 194.16 1 5 6 X 178.32
x 193.16 'g 1 4 0 \ B23 W
188�88.36 191.3 \\ X 193.11 �� 4or 183.68 9 182.21 7�6 c'
1 1 Q
189.61 �i
186.67 G 18724 18a.44 188. �92- �1.40 / 183.26
191.54 185 > 1 .05 \ \ 1 624
1 .6 E ( 188.6� 1$B .66 C1 �
187.2 84.04 183.54 z
\ // 187.2186.71 ,86,8&60 Q�s�46
186.3P�
� 185.47 X*481.2,3\ \ z W
E1 \y 84.08 R=311.0 0 1 1.63 179.86
16.R-200, �' L=58.25' ,$2i 180.91 18 0
186.57 1 1
186.84 \
8�5' 1 a3.99 , MB 1 .42 1
186.OJ
186.19 185.32 184.47 i 183.25 '1 1.67 181.41 79.89 17 7�� X 179.16 \ I
185.5 180.5 180.62
6/ 184.89 183.94 SGC 182.72 181.41 180.0 C 181.77
00 179. 181. , X 179.12
� 1 832
eti AS'E UIL T
CRICKET LAN E B29 B2a B26 B25
B27 LAN 0F LAND
1 IN
\
ORTII A KDO VER, MA
33 \ PREPARED FOR
2° KE VI FL UTII AND
0 R--30.0 '0' R_6o'00 �IE
03�• ATIFER FL UTII
3 93 CRICKET LANE
6�2 NORTH ANDOVER, MASSACHUSETTS
0 9
Q ~N DATE- A UG UST, 19, 2025
0
STEPHEN
CO E. SCALE- 1"=20'
rn STAPINSKI 0' 10' 20' 40' 60'
o� #29876
\
ASS R q SLAB MERRIAM CK ENGINEERING SER VICES
0 66 PARK STREET
I ANDOVER, MASSACHUSETTS 01810
PHONE.- (978) 475-3555 FAX: (978) 475-1448
0) EMAIL: MERRENGPAOL.COM