HomeMy WebLinkAbout- Plans - 59 BANNAN DRIVE 11/20/2020 i I
DATE:AUGUST 25,2016 i FRANK S.GILES 11 1
REVISIOAjq- FRANIC I GIIAGS 11 1110,-HLF'
RETERENiM
JULY 24 2020 i SAIN-DRA BLACKSHAW SYSTEM ELEVATIONS:
OCTOBER 26,2020 LAX0(7(TNQST1LLTiINTG MAP 38 LOT113
NOVEMBER 20,2020 59 BANNANT DRIVE 59 BANNAN DR-VE LOCATION DESIGN INVERT AS-BUILT INWERT
154 UNICIN STREET NORTH ANDOVER,MA. HOU SE OUT(F 1) 99A4
3 3THOMAS&&SANDRA A.BLACKSHAW
SCALE: I INCH 20 FEET LA�AaENCEI,MA 01 8413 3 OREDER OF CONDITIONS NORTH ANDOVER,MA.01815 130L.SE OUT(FT 0190 99.86
BOOK 13682,PAGE 186
01 2V 40 1 978=9490=5945 AREA—0 57 Ac-e SEPTIC TANK FN 98,15 Q8A0
WE'LLAND CONSULTING SERVICES DATE OF SALE:l)/13/'993
Fran1,cGi1es520qgmai1.eonm ONOVEMBER 2(0..2020 ROBERTPROCOP SEPTIC TANK 0U_ 98.20 9 8�15
Book 39AO Bage 08
15 BISSON LANE See lan 7140 DISTRIBUT BOX IN 98,12 98,06
p
MERRIMAC,MA 0 1860 DISTRIBUT.BOX OUT 97�95 9T90
SITE PLAN OF LAND 9753160857
12'x2O'ADDITION
h4AP38PARCE 112
LOCATION NT NOTE
DUN 1AM
59 BANNAN DRIVIE C-4 The 240 vf additim-(surfke fbotprint)shall alter
S 7917121F 200'RIVERFRONT(MOSQUITO BROOK)
the Pervious&itnpervhus area,
NORTH ANDOVER,MA.
LIMIT:Area=5,480 s.-. -1 �s.f
PREPARED FOR •11147 cc 7 inclusive as &Garden 4
W
...... it is not located in tire 200'Riverfront Area
yj............
+ + + 7
77 A-1. 93 7
SANDRA BLACKSHA
:i . . .
PRE-ADDITION
+
+ + + f'+ + -A linDervious Area .322 s.f
Pervious Area�20.678 s.f
DRIVE 83%Pervtous Area/Open Space
A71 W ,fzl_ 1751 10pervious Area.M V/
+ Zy + +,+ +
4 T/y if + +
ADDITION
SILTSOCK POST
4 on Mud+ A�2,
+11 T Erosi A i
limpervi
V IYAP 31VARCEL 183 ous Area-4,322 0�
A
+ + +
+ ;x ?YF\VV Pervious Area-20678 st
SWAB!
830%Pervious Area/Open Space
A%7 Y
T +
it
L=125' '71%impervious A-ea.
+ 20 h!d)S 1fD!khD1QA1 + 4
A
A S m 0 �3 V
-N,'( 'Ur F"Ajf:+++++ +
N DO
N
10 DF-1 N N 1 14 F'10%1 11 S
GRASS&GARDEN iNCLUSIVE - - -
Area-142 s.f.
_01
('
-1 -1 01041TVAUSERVICE,
n ff Erosion Con-rol + + %V it —IN S
+ + + + + +T- 17
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+ + + +A ROINTIT I V-A011,-'011
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+ +
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+ + + X/
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+
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+ +
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+ +
y V\ +,+ LE OF DIMENSIONAL REQUIREMENTS A L + TAB
CABANIA 1101
`05 3 5 V-
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.1 %
GRASS SUR-FACE + 1:1 -,T)FA) RETIEF+
+ 25 M)V_� c
MAP 38 PARCEL 114 CRASS "1 21000
A +
SURFACE
NF Q1 smuci F 'C
WORDE-\
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knod/ctbaA t OT TU 1.
Q AN
98 +
S&oSmbwk 20 16 BENCHMARK POOL PUM i 00 1� V,
IFINISH FLOOR thin., 99 MAP LOT113 V` War SOW
STAKING NOT NECESSARY ......... 30 45
ikrea7-'��5,000 s.f.
FILTREWC SILTSOX35\ 131UE TO INSIGNIFICANT GRADE 916
he
ASSIMED DATUM (8"./. A-7 Fbor Ama Who Mv N
AR
Tat(Awcmgc\!a-,-,- A EA TO BE PROTECTED 6
WORK ARFA
11 Nlav Aurc
EXISTING CONTOUR ASBtj-!-.T TIES
EROSION CONTROL PROTECTION DETAJL 1 TA)TANK ACVESS
SEWER LINE S
36j)'BENCHM
1(_-c "Qz
A 3 dimensional tubUlar device-ade of FilterMedia encas�d in Filtrexx Mesh 6
1 TO OUT 3&5-
Designed to support erosion convol and pol[titant rernoval Best Management Practices(13mp's)
2 10 CA F IA N OUT 2
JK5
:1 TO D-BOX