HomeMy WebLinkAbout217 Gray Street - As Built Plan 02 24 23 - Plans - 217 GRAY STREET 2/24/2023 IR FND
(bo- 50 \ 179.81 NO TES
2
DH FND 1 . SEE TOWN OF NORTH ANDOVER PARCEL 107.D-0112-0000
LOT #2 AND DEED BOOK #5757 PAGE #256 E.N.D.R.D. FOR SITE.
pN 2. TOPOGRAPHIC DATUM BASE IS NAVD 88. BENCHMARK IS WELL
Al �'(�So� DH FND LOCATED ON THE PROPERTY, ELEVATION=185.14
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177.46 Sp,G� �P 3. WETLANDS DELINEATED BY BILL MANUELL.
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GG3 179.39 4. SEE ORDER OF CONDITIONS DEP #242-1821 ISSUED JULY 20, 2021
178; , 69 o RECORDED ENDRD BOOK 17066 PAGE 145 AUGUST 4, 2021 .
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A8 178.91 01
178.31 N• / 17917
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178.36 17s.32 / \
A6 � �9 3 LOT 2 CID
178.37 �
0182.82 AREA=43,588 S.F. I r. LEGEND
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A5 140 / El STK SURVEY STAKE
178.91 183.14 / \\ X 181.42 /
180.\
178.80 \ A14
/ 7 1 X 180.31 OO IR IRON ROD
STK FND
400 / / O A13 180.75 DH DRILL HOLE
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IR,AD / / 183.8
183.66 180.27 WELL
1.2 / ', 180.79
o 180.62 / _ _ LP LIGHT POLE
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/ \ 180.12 180.18
\ - - - - - - s'00 � 181.21 x • ICV IRRIGATION CONTROL VALVE
WOOD POST WITH / / - - • 4"S SPRUCE TREE
WETLAND PLAQUE / / PLAYGROUND \ \ �182 cal
��•) WOOD POST WITH 18�
• 12 2pp PINE TREE
WETLAND PLAQUE
1$� 184.73 18152 \\ �TYP.) X 186.12 SPOT ELEVATION
182.16 \ X 183.37
- 184.57 \ �ry - -186- - ELEVATION CONTOUR
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„ - - - - TREELINE
X 183.48 \ --- 184
STK FND
4"s \1 \\ 000 CD STONE WALL
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X 183.12 x 183.62 8514 WELL \ 1a� N/F NOW OR FORMERLY
0185.35 \ FND FOUND
X 182.37 / 84 37- \ / 0 0
\ D W.F. WOOD FRAME
�. X 184.55
_ citfENCL. ENCLOSED
0 4"S / \ Li-
X I-
!, x 182.66 ll _ IR SET
I184.51 184.79 184,92 , 185.14 I 185.35 z PROP. PROPOSED
4"S 184.90 / GRASS X 184.45 / Lf) -I
X 183.06 4„S 184.94 / N w TYP. TYPICAL
x ,s s, U `86.84 ,ss.93 X 186.39\\\ WSF WOOD STOCKADE FENCE
1 1/2 STORY 1 5.10 CCP PATIO CCP CEMENT CONCRETE PAVERS
W.F.
185. 185. RO ROOF OVERHANG
to 4"S � GARAGE � 17 186.99 186.89
X 183.38 I CCP I I'
187.0 185.84 X 1 6.15
L X 185.24185. '187.04 187.02 M&P , 6.93 FRW FLAGSTONE RETAINING WALL
_O x 4 3.85 1 5.35 / 187.04 1�-GENERATOR ON M B MAIL B O X
184. 1> .34 / 1c87.08 CEM. CONC. PAD \fie
_ s� M&P MULCH AND PLANTINGS
s4r - -&o- -• GRASS DECK G C GRANITE CURB
of 184.83 CCP 184.76 1 STORY 187.54 WSF \
�_ IR FN 0 ftmftm.-- )�-0187.58 go \ CEM. CONC. CEMENT CONCRETE
LL. 0 183.35 \. '\ 0 185.24 - t \
1 6.6 1m9-ZB11gg183.52 DECK 8 V \
188.3 x 1 19 \ I
Z -- / 1� 96 e IC\ \
_ _ x 184.94
Z 18184.25 184 50 18 .04 l 4 X 187.46 \ STK FND
22"P 53 82• �5.77
Q 185.40
x 18 .12 2 STORY e6
185.53 184.18 X 184.43 W.F. \ X 186.37
'86 #217 ASJ-f-'% UILTPLAN
M&P \
\ 186.01 18419 184.89185.00 \\ ko O
\ 184.4 184.88 189.99189.99 RO _ \ \ I IN
---
185.15 -------- ------ ----- r-:186.36\ M&P 191.14 RO \ (
XX 184.77 184.95 46.42. R_ _ _1aa ]VORT A VER
9MASTK FND � 189.81 190.50 191.10 1VD
186.47 1 184.87 191.21 \
N I 3. GRASS I
X 185.27 LL 190.30 MH PREPARED FOR
� \
M 90.78 RIM=191.59I I
STK FND
� 1� 90.7 191. ^1 6I91.851 \ 188.69 PA UL E. MILLED AIVD
N � - 185.73 91.62 � rn
4(�• - - - 85. 190. CCP 91.04 191.8 \
X 186.35 185.(13 190.64 1
M P 191.80,_ LILLIAN B. MILL-LiTt
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8 190.31 190.41 191.42 / 1
186.71 m 217 GRAY STREET
3 ,s7.o3 190.25 NORTH ANDO VER, MASSACHUSETTS 01845
m0 187.57 M&P 190.0980
Q \\ X ,87.6% o-- , 190.86 DATE.- FEBR UAR Y 24, 2023
O \ / / U 89. 1 .48 .38
O ,� 188.29 (N OF
N 18896 m 188.93 19128 � OF
��N Mgss� STEPHEN SCALE.- 1 =20
j '90 190.86 VLADIMIR L�yG�n E. N 0' 10' 20' 40' 60'
m NEMCHENOK STAPINSKI
Q \ X 189.2� 190.79 IR FND U VI O
#29876 MERRIMA CK ENGINEERING SERVICES
IR FND / 191.02 190.85 90.51 DH FND 192.84 -0 N • 98�� ASS,�F O nc-
i �0 19.1 - 3'59 STER G\�F.�'� q/S�N J 66 PARK STREET
� 191.12 / x 191.19 193.10 � � 'Q �
of 190.9619, 76 MB ' _4149.13 191.34 _ 191_54� 119ti ,� p�J' S��NAL EN ANDO VER, MASSACHUSETTS 01810
00 912 192.08 X ,92.23 - -n2.61 192.79
1 PHONE. (978) 475-3555 FAX.: (978) 475-1448
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N N""'G R H V STREET (PUBLIC - VARIABLE WIDTH) EMAIL: MERRENG@ADL. COM