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INV.
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RECORD LOCA if '
(PAVED OVER) 1
147.01
APPROXIMATE LOCATION -
OF EXISTING 8" D. /- WATER
LINE
I DECLARE, TO THE BEST OF MY PROFESSIONAL
KNOWLDEGE, INFORMATION. AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE RULES AND REGULA77ONS OF THE
REGISTERS OF DEEDS
FOR MERIDIAN ENGINEERING, INC. DATE
FOR REGISTRY OF DEEDS USE ONLY
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WF ,414
BORDERING
VEG�-TATED yF 13
WE NDS
(SEE NOTE 3)
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1
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NOW OR FORMERLY
'\ TOWN OF LEXINGTON
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;T
0 -12" LOAM 0 -18" LOAM
12 " -50" COARSE SAND 18 " -46" COARSE SAND
50 " -72" SILTY SAND (BOTTOM OF TEST) 46" -108" SILTY SAND
GROUND WATER 0 42" GROUND WATER NOT FOUND
GROUND WATER ELEVATION= 139.51
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NOW OR ORMERL Y J'
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MARILYN SOMERS i
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PROPQ= L&A MW DR 1
(NOT TO' SCALE)
ROOF
LEADER FINISHED GRADE
SURCHARGE PIPE
I-BL� -MANHOLE
PROPOSED
BUILDING
FOUNDA77ON '
PVC INLET-
PRECAST
DRYNELL
(ROTONDO R SONS
ss FOOT DIAMETER
H£A VY DUTY
OR EQUAL)
ROOF DRAIN FROM
BUILDING
®
EXISTING DRAIN MANHOLE
15 PROPOSED CONTOUR
m
OS
EXISTING SEWER MANHOLE
® PROPOSED SPOT GRADE
El
EXISTING CATCH BASIN
EXISTING CONIFEROUS TREE
4
EXISTING UTILITY POLE
EXISTING DECIDUOUS TREE
Q
EXISTING FIRE HYDRANT
RETAINING WALL
®
EXIS77NG WATER GATE
STONE RETAINING WALL
—D D—
EXIS77NG STORM DRAIN
F.F.F. FINISHED FIRST FLOOR
—S S—
EXIS77NG SANITARY SEWER
B.F.E. BASEMENT FLOOR ELEVATION
—W w—
EXIS77NG WATER MAIN
OHW DHW—
EXIS77NG OVERHEAD WIRES
...:.
PROPOSED. DRIVEWAY
EXISTING CONTOUR
RCP REINFORCED CONCRETE PIPE
EXISTING VEGETATION LINE
ACP ASBESTOS CEMENT PIPE
STONE WALL
01ANTE CURB
TPA
®
TEST Pt T LOCATION
®
PROPOSED DRAIN MANHOLE
—° °—
STOCKADE FENCE
RD-- PROPOSED ROOF DRAIN LINE
CHAIN LINK FENCE
—X —X—
WIRE FENCE
S PROPOSED WATER SERVICE
+ wit
WETLAND FLAG (SEE NOTE 3)
-6-S PROPOSED 6" SEWER SERVICE
BIT. CONC.
BITUMINOUS CONCRETE
PROPOSED' OVERHEAD WRES
EXISTING TREE TO REMAIN
1�:SLiLiea�6
1. THE LOCATION' OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. MERIDIAN
ENGINEERING, INC. DOES NOT WARRANTY
NOR iGUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT
DEPICTED THE CONTRACTOR,
PRIOR TO COMMENCEMENT OF CONSTRUC770N,
SHALL VERIFY THE LOCATION"
OF ALL UTILITIES AND CONTACT DIG SAFE
CODER TO GRADE AT 1 -800- 322 -4844.
MIN. 12" COVER
EL, 150.0
�. 10X10
1 =0 (TYP.)
F.
o�
i t Q o
LIM,�a\
MAINTAIN A MINIMUM IIERITCAL SEPARATION OF TWO (2) FEET FROM
THE BOTTOM OF THE DRYWELL TO SEASONAL HIGH GROUNDWATER.
APPROVED BY
_.
AT—
2. ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM.
STARTING BENCHMARK. 'FRONT CAP BOLT ON HYDRANT IN FRONT OF
=148.5 1110 GROVE STREET. ELEV.= 164.09: BASED ON DATA .PROVIDED .BY THE
LEXINGTON ENGINEERING DEPARTMENT.
1 -2 112" WASHED STONE _
- FILTER FABRIC 3. BORDERING VEGETATED WETLANDS WERE DEMARCATED BY LELITO ENVIRONMENTAL
9M OF DRYWELL CONSULTANTS ON SEPTEMBER 7, 1993 AND APPROVED BY THE LEXINGTON
ezO CONSERVATION COMMISSION ON OCTOBER 31, 1994.
4. SEE SHEET 4 OF 9 FOR PROPERTY LINE INFORMATION
-1" -2 1120 WASHED
STONE
PRECAST DRYWELLS
MANHOLE COVER TO
GRADE (TYR)
FIL TER FABRIC AROUND
PERIMETER OF EXCAVATION
PIT (TTR)
BM #
DESCRIPTION
ELEV.
m
X" CUT ON CAP BOLT
I
OF FIRE HYDRANT IN FRONT
164.09'
ENGINEERING,
OF HOUSE NO. 110 GROVE STREET
INC.
®
X" CUT SET IN CONCRETE
152.26'
SUITE 103
CAP OF STONE WALL AT REAR OF
PEABODY, MASSACHUSETTS 01960
HOUSE NO. 110 GROVE STREET
o ®i-0 chp
DA TE
DWG No. 2715SITE (XREF.• 2715MAIN) ( NO. I DATE
"THIS PLAN 15 SUBJECT TO A COVENANT DATED
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED o
AAPLICANT.•
DEBRA D. CARY' MARK MOORE HOMES, INC.
110 GROVE STREET 74 BEDFORD STREET
LEXINGTON, MASSACHUSETTS 02173 LEXINGTON, MASSACHUSETTS 02173
rc37
ET No. 5 OF 9 ' PROJECT No. 2715
--
•
v v L1Y IT, lVVIJ
I
IAN
ow
ENGINEERING,
INC.
mv
100 CORPORATE
PLACE,
SUITE 103
PEABODY, MASSACHUSETTS 01960
TELEPHONE: (508) 535 -7328
ET No. 5 OF 9 ' PROJECT No. 2715