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119 LACONIA STREET,
ICINGS HEATH TRUST
57 WREN TERRACE
QUINC r MASSACHUSETTS 02169
--DEED BOOK 63021, PAGE 263
I I I LACONIA STREET
LACONIA ,STREET LLC
P. 0. BOX 615
CONCORD, MA SSA CHUSE T TS 0174'2
—DEED BOOK 6,3424, PAGE 550
BILL EYCLESITYMER & MICHAEL WALSH
P. 0. BOX 615
CONCORD, M'ASS'ACHUSETTS 01742
NOW OR FORMERLY
PROPOSED LIMIT MOHAMMfEO A. ler
- vDENOTES DOCUMENTS RECORDED OF WORK LINE SHERMIN JALEEL PROPOSED FJLTERM#TT
AT THE MIDDLESEX SOUTH
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FOR CACULA TIONS• FOR DETERMINING THE ALLOWABLE AREAS SEE THE PROOF PLAN (SHEET 10)
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`FORME RL Y: '�, y - __,... _ _ �: TL.AN S SEE N07E 9
NOW OR FDRME•RLY `• CDI.JNTRYSIDE BIBLE �� � (SEE
� SYE'D MUKNTAR & �`� PROPOSED LIMIT � - ,
AZRA NIGA HAIDER OR WORK LAVE CHAPEL, INC.
FOR REGISTRY OF DEEDS USE QNL Y _......::- ':: >';�';,,�;- :';''::•':.:: -, ,. `:�. 1
1 DECLARE TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
g WITH THE RULES AND REGULATIONS OF THE
f REGISTERS OF DEEDS.
FOR MERIDIAN A SS•C,3CIA TES, INC. DATE
t
TEST PITS WERE PERFORMED ON MARCH 21, 2014 BY PETER POMIMERSHEIM
(CERTIFIED SOIL EVALUATOR 5EJ046) OF MERIDIAN ASSOCIATES, INC.
TEST PIT:
MAXIMUM GROSS
TEST PIT
TP14-3y ELEV. =2.2..5
MAXIMUM{ AMOUNT OF
MAXIMUM SI TE
MINIMUM COMMON
BALANCED HOUSING
FLOOR AREA
FINE SANDY LOAM
NO. OF
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CO VERA GE
OPEN SPA CE
HORIZON B.
(SF)
D W L CGS
l IS
(SF)
(SF)
REQUIRED (SF)
ALLOWED
14,400
NO LIMI T*
NO LIVI T*
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IV 0 LIMI T
31,136
PROPOSED
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3
4
< 19, 000
N/A
45,447
25,E OF UNITS MUST HA VE GFA �2, 70 0 SF AND 50,V OF UNITS 44U.ST HA VE- GFA _<3, 500 SF.
FOR CACULA TIONS• FOR DETERMINING THE ALLOWABLE AREAS SEE THE PROOF PLAN (SHEET 10)
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!, � ......,.•,...._ __ -- _ ...._.�. _CLERK OF THE TOWN of LEXINGTON,
MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF
:: =�,. gtt /. `. _.� ............... ... LAN BY TE LEXIN•GTCM PLANIVING BOAR3 nAS BC'EN RECCIi/ED HIS
_.,..,,... ._....- ...,.-
`��� :_ := _ • ;�.: i ,
AND RECORDED AT THE OFFICE AND NO NO T7CE OF APPEAL
WAS 223.5 RECEI VED DURING TW E N TY DA YS N E XT AFT ER SUCH RECEIPT AND
ss: P' YD p� (pjy,y�pGy [ ;. i] {{ ` ' [ t ; 3 ; RECORDING OF SAID NOTICE.
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`FORME RL Y: '�, y - __,... _ _ �: TL.AN S SEE N07E 9
NOW OR FDRME•RLY `• CDI.JNTRYSIDE BIBLE �� � (SEE
� SYE'D MUKNTAR & �`� PROPOSED LIMIT � - ,
AZRA NIGA HAIDER OR WORK LAVE CHAPEL, INC.
FOR REGISTRY OF DEEDS USE QNL Y _......::- ':: >';�';,,�;- :';''::•':.:: -, ,. `:�. 1
1 DECLARE TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
g WITH THE RULES AND REGULATIONS OF THE
f REGISTERS OF DEEDS.
FOR MERIDIAN A SS•C,3CIA TES, INC. DATE
t
TEST PITS WERE PERFORMED ON MARCH 21, 2014 BY PETER POMIMERSHEIM
(CERTIFIED SOIL EVALUATOR 5EJ046) OF MERIDIAN ASSOCIATES, INC.
TEST PIT:
7P14-1; ELEV =220 O•
TEST PIT
TP14-3y ELEV. =2.2..5
TEST PIT: 7P14-5; ELEV. =22.3 J.-
0 "--- 4 ""
HORIZON A: FINE SANDY L DAM
0 "— 8"
HORIZON A:
FINE SANDY LOAM
0 " -12 " HORIZON A: FINE SANDY LOAM
41"-20"'
HORIZON B: FINE SANDY LOAM
8-20"
HORIZON B.
FINE SANDY LOAM
12`-26 HORIZON B: FINE SANDY LOAM
20 "- ---80"
LAYER C1. GRAVELY SAND
20 " -88"
LAYER C1.
GRAVELY LOAMY SAND
288 `*_ 105" LAYER Cl: SAND
80 "n- •'124"
LAYER C2: LOAMY SAND
88 "•- -'124"
LAYER C2:
GRAVELY LOAMY SAND
88'' — 124 " LAYER C2: LOAMY SAND
Na ESHGW OR REFUSAL
NO ESHGW OR REFUSAL
TREE TO BE SA vED
Na ESHGW OR REFUSAL
NO STANDING WATER OR WEEPING OBSERVED
NO STANDING WA TER OR WEEPING OBSERVED
NO STANDING WA TER OR WEEPING OBSERVED
TEST PIT:
TP14 --2° ELEV =222 5<
TEST PIT:
7P14 ---4; ELEV = 221.0±
TEST PIT 7P14 --8; E•LEV. = .224.2±
0"-4`1
HORIZON A: FINE SANDY LOAM
0-40"
FILL
PROPOSED YARD PR P
O O DR IN DA
0`"—e" TOPSOIL & LOAM
4`"-26"
HORIZON 8: FINE SANDY LOAM
40"-48 "
HORIZON A:
FINE SANDY LOAM
8'-124' L A YER Cl: GRA VEL Y LOAMY SAND
26 " -124"
LAYER v 1. GRA VE-L Y LOAMY SAND
48 "--•' 70 "'
HORIZON B.
FINE .SAND Y L DAM
NO ESHGW OR REFUSAL
NO ESHGW OR REFUSAL
70" -128"
1_A YER Cl..
COURSE & GRA VEL Y SAND NO STANDING WA TER OR WEEPING OBSERVED
NO STANDING WATER OR WEEPING OBSERVED
NO ESHGW OR REFUSAL
ow
NOW OR FORMERLY
THE LAURA C.
FERRAGUTO TRUST
y��
V
rry�`
fv�
REVIS/f>lhl5
ELEVA TION
NOT TO SCALE)
( SEE SHEET 2 FOR EXISTING LEGEND
3
8119114
RE1! WlG7TM OF LOT 8 DRIVE
MAC
MJM
PROPOSED PROPERTY LINES
2
6125114
REV. SITE LAYOUT & EASEMENT
MAC
MJN
r
1
6198118
NO REVISIONS TO THIS SHEET
MAC
MJN
DWG. N0. 535 —R-EC
I Na.
DATE
DESCRIPTION
8Y
CHK'D
V
rry�`
fv�
T.B.M. #
LOCUS MAR,
ELEVA TION
NOT TO SCALE)
( SEE SHEET 2 FOR EXISTING LEGEND
10
PROPOSED CONTOUR
DECIDUOUS TREE
PROPOSED SPOT ELEVA T ?ON
PROPOSED PROPERTY LINES
4,
PROPOSED LIMIT OF WORK LINE
TYP.
TYPICAL
r
PROPOSED EDGE OF PA VEMEN T
SF
\
xEXISTING
TREE PROPOSED
yr.
TO BE REMOVED
P TBR
PROPOSED TO BE REMOVED
BI T CONC.
BITUMINOUS CONCRETE
i
fit• 3_,
�
TREE TO BE SA vED
PSIS
PROPOSED SUBSURFACE INFIL TRA TIGN SYSTEM
LOCUS
T.B.M. #
LOCUS MAR,
ELEVA TION
NOT TO SCALE)
( SEE SHEET 2 FOR EXISTING LEGEND
10
PROPOSED CONTOUR
DECIDUOUS TREE
PROPOSED SPOT ELEVA T ?ON
PROPOSED PROPERTY LINES
4,
PROPOSED LIMIT OF WORK LINE
TYP.
TYPICAL
PEOP
PROPOSED EDGE OF PA VEMEN T
SF
SQUARE FEET
xEXISTING
TREE PROPOSED
TO BE REMOVED
P TBR
PROPOSED TO BE REMOVED
BI T CONC.
BITUMINOUS CONCRETE
�
TREE TO BE SA vED
PSIS
PROPOSED SUBSURFACE INFIL TRA TIGN SYSTEM
PROPOSED FIL TERMI TT
PFFE
PROPOSED FIRST FLOOR ELEVATION
P C F E
PROPOSED CE L LAR FLOOR ELEVATION
PGFE
PROPOSED GARAGE FLOOR ELEVATION
-.•- --
FLOW DIRECTION ARROW
PYD
PROPOSED YARD PR P
O O DR IN DA
PROPOSED SEWER MANHOLE
PROPOSED CONSER VA TION MARKER
_ µri
='.
PROPOSED BRICK WALK
T.B.M. #
DESCRIP TION
ELEVA TION
1
CUT SPIKE- SET IN 22"
221.68
DECIDUOUS TREE
CUT SPIKE SET IN UTILITY
2
POLE #119120 1.0' A.G.
218.99
(SEE NOTE 8)
1. THE TOPOGRAPHY SITE DETAIL & SURFACE` IMPROVEMENTS DEPICTED HEREON WERE
P E
TOPOGRAPHY,
OBTAINED FROM AN INSTRU M ENT SU RVEY CONDUCTED O N T HE GROUND B Y
MERIDIAN
ASSOCIATES, INC. IN 2010 -2011 AND APRIL 15, 2014.
2. THE SUBJECT PROPERTIES DEPICTED ARE LOCA TED IN THE RO DISTRICT (ONE FAMILY
D WELLING).
3. THE SUBJECT PROPERTIES ARE DEPI C TED AS LOTS 50, 51 & 78 ON TOWN OF
LEXINGTON ASSESSOR'S MAP 54.
4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH
r
MAY EXIST. A REASONABLE AND DILIGENT TTEMPT E
A HAS BEEN MADE TO OBSERVE
ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CON,STI TU TE
A GUARANTEE" THAT NO SUCH EASEMENTS EXIST:
5 . TH E LOCUS PROPERTY 1S LOCATED FLOOD ZONE
X (UNSHADED), AREAS
DETERMINED TO U TS THE 3o BED OUTSIDE E' 0 2 ANNUAL CHANCE FLOODPLAIN ' PER FEMA
FLOOD INSURANCE RATE MAP NUMBER 25017CO404E DATED JUNE 4, 2010.
6. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE TOWN of LEXINGTON
SEWER DA TUM.
7 THE FOOTPRINTS FOR THE FOUNDATIONS SHOWN ARE PRELIMINARY, FINAL PLANS
SHALL BE SUBMfI T TED TO THE TOWN DURING THE BUILDING PERMIT APPLICATION
PROCESS AND WILL NOT EXCEED THE MAXIMUM GROSS FLOOR AREA CALCULATED
FOR THIS PROJECT.
PROPOSED 1 T
8 TH E RO OSED BU LDING SETBACKS SHOWN HEREON DEPICT THE SETBACK LIMITS TO
THE BUILDING FOUNDATIONS ONLY THE SETBACK LIMITS TO ALL OTHER STRUCTURES
( OVER HA NGS D E CKS EC T) S HALL COM PL Y TO THE T OWN OF LEXINGTON ZONIN G
G
BYLAW FOR THE RO DISTRICT
9. THE WETLANDS DEPICTED ON THIS PLAN WERE DELINEATED BY LEC ENVIRONMENTAL
CONSULTANTS BETWEEN OCTOBER 2011 & NOVEMBER 2012 AND WERE CONFIRMED
BY THE TOWN OF LEXINGTON CONSERVATION AGENT IN APRIL 2014.
10, ALL EXISTING FIELD STONES REMOVED FOR DRI VEWA YS TO REMAIN ON —SITE AS
LANDSCAPE ACCENTS.
1-1-1 & 119 LACONIA STREET
DEFINIrTiT VE S UBDI VISION
S.1 T�' CONS T
. I PLAN
L0 CA TED I -A HUSETTS
a ICHAEL J. LEXINGT ON,
M.SSAC
CIVIL No. so696 (MIDDLESEX CO UNTY)
CVA {�
r �s PREPARED FOR
.ILL EYCLESHYMER
L WALSH
SCALE: I �9 �-- 20' ,IAA TE.• MA Y 8, 2014
M R I D I N
AS S" CIA s:
500 CUMNffNGS CENTER,, SUITE 595,0 69 ILIA. S�E�, QUITE 3ii2
.. > BEVERLY, MASSACHUSETTS 01915 NVESTRt�RC)TT�xI3, IvIASSAC�SEi'� 01581
TELEPHONE: dE: 97 299 -0447 'IEI FEPIIt)1 E: 5€ 8 871• -7030
_ ..: ( 3 )
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