HomeMy WebLinkAbout06022023 Updated Plans - Plans - 327 SALEM STREET 6/2/2023 RECORD OWNER: REFERENCES: et
ASSESSOR MAP 37D, LOT 54: D°\eeti
JOHN & L YNN MCLOUGHLIN — PLAN No. 18359 m a S<e
327 SALEM STREET
NORTH ANDOVER, MA 07845 ei°ti 9p
— DEED BOOK 8788 PAGE No. 58 PeSfee sA��fo
LEGEND:
S.F. SQUARE FEET GRAPHIC SCALE Anne
Road
EOP EDGE OF PAVEMENT 0 20 40 80
C.B.A. CONTIGUOUS BUILDABLE AREA
BVW BORDERING VEGETATED WETLAND
( IN FEET )
RD PROP. ROOF DRAIN (4" HDPE) 1 inch = 40 ft. wOpdbUr
Y
96 .. EX CONTOUR a° Lane S%
C ,gt e
o LOCUS MAP: r et
TAX MAP 37D LOT 14 Not to Scale:
#260 MARBLERIDGE ROAD ,ili, A, EXISTING DRAINAGE DITCH
m o N/F AVERKA REALTY TRUST
o• DEED: 8479/64 BVW — BVW
A TAX MAP 37D LOT 15 BVWt SO,o °S 19 #240 MARBLERIDGE ROAD
m\ SA
ep N/F KATHARINE MORGAN
GAF• N01'14'36"w 376.24' DEED: 8935/274
' 139.237.02 22'
�'�. - �- z —50' BUFFER
. "
OD "NO STRUCTURE"
25,360 ASSESSOR MAP 37D / 00
a
N C.B.A. (Exclu�n9, - ,.50.0 - LOTCn
Ca land ar w/iir� .. .54 .R N
m 100'BW Buffer
15,400 S.F(61.6 ) —-_ _
Cn P ——157.-8J-—--aot;_F 36'E a m
1�v ( 103.g,I /
z In spec'trpn I Prop. Drainage Field 34.8' FOR REFERENCE FOR THE ZBA /� 100 BVW
awn ,o Port to 10.4 x 41 0,; I THE HATCHED AREA ON LOT 1 / BUFFER ZONE
Dw� Grade �� (30 In filtrator Units IS THE EXTENT OF THE WETLAND 0
ED TO
BUF
ER ZONE
~nn Q 1 „<,. - I THEFCAL�6ULATEDEBUFFER�S g14VE
�� 'Pro �, h� OJ
I �2z° BARN ^
f Ao m a De m H 1 \ EX. FEET FROA� THE OFF-SITE WETLAND Lj�� V�w
1�01PII w YIELDING AN\UPLAND AREA OF J?
m~� 20.Oy 46 00�� 18,750 F. ON LOT 1. GO
S N _
r oo' 20.3'I 0 1 STORY L07\1 h�
w PROP. J i
2 1/2 STORY MOD m \ '
O
m FR.STRUCTURE m m \ `� 35,C345 SF f -V
2 CAR ° x
o GAR. I �0. E . �` J
0 80,o Crushed Stone Sewer �,, k
3'13.0 3P _19.OM, \ '2 STORY °i P
.___ Driveway Servi
I v
2o.D' Ro wa Zs3 rn� #327 L ICI
Prop. \� .�¢
Roof d w Bit. \s( a
En try °i Conc.
rt
a Drive Ash. " p0
125.00' 21 02' \42.90'
i
146.02 S0274'02"E
' S02'44'02"E - - -
EXISTING CRUSHED STONE SALEM STREET
DRIVEWAY TO BE RELOCATED LSµOF
ENTIRELY ONTO LOT 2. (PUBLIC - VAR. WIDTH - COUNTY LAYOUT)
NO TES: R
1) THERE ARE NO WETLANDS LOCATED ON LOT 1. 94�
ZONING TABLE: 2) THE 100' BVW BUFFER ZONE ENCOMPASSES
ZONING DISTRICT: R3 9,960 S.F OF LOT 1.
W/IN WATERSHED PROTECTION DISTRICT V•
REQUIRED PROVIDED
MAX. HEIGHT 35 FT 34.8 FT LOT 1
MIN. FRONT SETBACK 30 FT 36.4 FT ZBA PLAN
MIN. SIDE SETBACK (L) 20 FT 20.0 FT #335 SALEM STREET
MIN. SIDE SETBACK (R) 20 FT 20.3 FT NO. A N D O VER, MASS.
PREPARED BY:
MIN. REAR SETBACK 30 FT 103.9 FT SULLIVAN ENGINEERING GROUP, LLC
MIN. LOT FRONTAGE 125 FT 125.00 FT P.O. BOX 2004
WOBURN, MA 01888
MIN. LOT AREA 25,000 S.F. 25,360 S.F. (781) 854-8644
MIN. LOT WIDTH: 100 FT 105.52 FT DATE: 318123 SCALE: 1"=40'
REVISED: 4126123, 612123
C.B.A. 751— 61.69 ' ZBA RELIEF NEEDED SHEET 1 OF 2
FIL TER FABRIC MIRAFI 140N TO
FINISHED GRADE ENCLOSE TOP & SIDEWALL AREAS
INLET PIPE
Q� ocl� INFILTRATOR QUlCK4
o q�'° STANDARD UNIT
Q' °° 9" MIN. Q' (34"Wx48"Lx12"H)
2" OF 314 O� Q&�
O ���'----- -------� TOP EL = 95.90'
WASHED STONE �G&Ao 000�
0 o @go 0 00 0
0
N Io o o m &'9 00 0 0 ® 0 ° 8 INV.= 95.57'
I o o� , , 000 cb °�o°
o �0° I BOT. EL = 94.90'
6" Washed Crushed Stone 6" Washed Crushed Stone BOT STONE EL = 94.40
314 TO 1 1/2"
WASHED STONE NATIVE C—LAYER
0.5'
N PROVIDE MINIMUM 2 FEET SEPARATION
ESTIMATED SEASONAL BETWEEN THE BOTTOM OF THE CRUSHED STONE
HIGH GROUNDWATER TABLE AND THE SEASONAL HIGH GROUNDWATER TABLE.
ELEV = 92.4'
SUBSURFA CE INFIL TRA TION S YS TEM - CROSS SEC TION
(NOT TO SCALE)
6" SCH. 40 PVC 6" OF 3/4" — 1 1/2"
INSPECTION PORT CRUSHED WASHED STONE
TO GRADE SURROUNDING. INFILTRATOR QUlCK4 STANDARD UNIT
0
0
u,
a a
oI o
a - a
�w 4' 6" w
� a�
4" HDPE I' 2.83' 6"
Roof Drain 7` 4° HD PE
—T.,T.n_._ r��77 .. Roof Drain
6" OF 3/4" — 1 1/2"
30 UNITS TOTAL CRUSHED WASHED STONE
SURROUNDING.
SUBSURFACE INFIL TRA TION SYSTEM - LA YOU T
(NOT TO SCALE)
LOT 1
ZBA PLAN
SOILS INFORMATION: Hai: s #335 SALEM STREET
TEST PI WAS PERFORMED @Y '..
NO. ANDOVER, MASS.
JOHN D. SULLIVAN Ill, P.E., C.S.E(Lic#.-2378) U m PREPARED BY:
TEST PIP TH-1 (ON 5118123) ',. NOChAL SULLIVAN ENGINEERING GROUP, LLC
ELEV=95.8'
HIGH G.W. ELEV= 41"(ELEV=92.4) 9Yj TEC��® w P.O. BOX 2004
0"-6" HORIZON Ap SL 10 YR 3/3 '....... '814NA1.`�H�'�� WOBURN, MA 01888
6"-18" HORIZON Bw LS 10 YR 6/8 (781) 854-8644
18"-72" LAYER C. M—C SAND 2.5 Y 5/4
REFUSAL ®NONE DATE: 3/8/23 SCALE: NTS
MOTTLES®NONE REVISED: 4/26/23, 6/2/23
GROUNDWATER OBSERVED ®41" SHEET 2 OF 2