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SUCH
TOWN CLERK
, CLERIC OF THE TOWN OF
REBY CERTIFY THAT THE NOTICE OF
E LEXINGTON PLANNING BOARD HAS
MDED AT THIS OFFICE AND NO NO 7116
VG THE TWENTY DAYS NEXT AFTER
OF SAID NOTICE.
DATE
LARE, TO THE BEST OF MY PROFESSIONAL
2DEGE, INFORMA770N, AND BELIEF, THAT
PLAN WAS PREPARED IN ACCORDANCE
THE RULES AND REGULATIONS OF THE
FOR REGISTRY OF DEEDS USE ONLY
SUBDIVISION
i 1..
"THIS
PLAN
IS
SUBJECT
TO
A
COVENANT DATED fnR,y ry 10 d' rj"
"THIS
PLAN
IS
SUBJECT
TO
A
CERTIFICATE OF ACTION DATED Q : -VILA
"THIS
PLAN
IS
SUBJECT
TO
A
SPECIAL PERMIT DATED
SOIL TES77NG WAS PERFORMED BY ME! ON 8/23/1998
TEST PIT 11 TEST PIT 42
0 -18" SILTY GRAVEL (DRIVEWAY) 0 -20" SILTY GRAVEL (DRIVEWAY)
18 " -72" LOAMY SAND & GRAVEL (FILL) 20 " -84" LOAMY SAND & GRAVEL (FILL)
NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED
TEST PIT jLJ TEST PIT #4
0 -16" SILTY GRAVEL (DRIVEWAY) 0 -24" TOP & SUBSOIL (MISC. FILL)
16" -104" LOAMY SAND & GRAVEL (FILL) 24 " -90" LOAMY SAND AND GRAVEL (FILL)
I NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED
RIM = 247.56
INV. IN= 236.60 (SMH F)
IN V. OUT = 236.54
2�8 �
LOT 181
NOW OR FORMERLY °�
CHARLES W & CLEA M. DUBS
14 HAMBLEN STREET SMH "F"
UPP7 /25 RIM 251.81
INV IN= 238.59 (SMH M)
RIM= 250.91 Q NV 1N= 238.59
NV IN= 238.52 (SMH K)
\ NV. I., 21170 (DMH G) ��f �� INV. OUT = 238.56 (SMH I)
AREA MOST
SUITABLE FOR
DEVELOPMENT
NOW OR FORMERLY
JOHN J. HAVENS, JR.
5 BALFOUR STREET
LOT 209
NOW OR FORMERLY
RICHARD W & MARZOL HAM
9 BALFOUR STREET
SOIL DES E770N.°
27C ON SCS SOILS MAP
` -DMH "G"
RIM = 251.64
SOIL CLASSIFICATION & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUNTY
PHELAN
INV. IN= 24 &.14
(CB D)
\
\g\
INV. OUT 248.1
3 (DMH H)
PHELAN
CB D"
PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, SURFACE FLOODING WITHIN A
2
RIM 252.39
100 YR. STORM EVENT IS LOCATED IN ZONE C. (AREAS OF MINIMAL FLOODING -NOT SITED AS
RICHARD
(DMH L)
INV. W=249.05
TOPOGRAPHIC DETAIL, NATURAL AND MAN MADE SURFACE FEATURES ARE BASED
IN. OUT = 248.74
(DMH G)
Q ';J' -CB
°E»
OCTOBER 23, 1992
3
RIM= 252.72
ZONING DISTRICT IS RS
U
INV. OUT= 249.51 (CB D)
`s Q
40 0
STARTING BENCHMARK: ELEVATION 238.59 (INVERT OF SMH F) AS SHOWN
ON
160
METERS 0 70
PLAN ENTITLED "PLAN & PROFILE OF DENVER STREET" DRAWN BY WHITMAN
& HOWARD, .
- -r
60
INC., SHEET No. 5 OF 10, DATED MAY 1965, AS BUILT JANUARY, 1968, PROVIDED
BY THE LEXINGTON ENGINEERING OFFICE.
256
6•
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWNN ARE APPROXIMATE
AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF
LOT 249
NOW OR FORMERLY
PETER A. & ANNE Y. LOUGHLIN
114 CEDAR STREET
SCITUA7E SERIES _CONSISTS OF NEARLY LEVEL TO SLOPING, DEEP
(5+FT.), MODERATELY WELL DRAINED SOILS IN LOW AREAS AND ALONG
DRAINAGE WAYS ON UPLANDS THEY FORMED IN COMPACT SANDY GLACIAL
TILL. SCITUA7E SOILS HAVE FRIA &E, FINE SANDY LOAM OR SANDY LOAM
SURFACE SOIL AND SUBSOIL WITH MODERATELY RAPID PERMEABILITY, OVER
A FIRM LOAMY SAND OR LOAMY FINE SAND SUBSTRATUM (HARDPAN) AT 18
TO 34 INCHES WHICH HAS SLOW PERMEABILITY. THEY HAVE A PERCHED
SEASONAL HIGH WA7FR TABLE AT 18 TO 24 INCHES. SCITUATE SOILS AHVE
A VERY STONY SURFACE EXCEPT WHERE STONES HAVE BEEN REMOVED
AND THEY HAVE STONED BELOW THE SURFACE, MAJOR LIMITATIONS ARE
RELATED TO WETNESS, SLOW PERMEABILITY AND STONINESS
DWG. NO, 2197ANLY
Dc /u AM & / DATA
APPROVED BY-
LEXINGTON PLANNING BOARD
i
t
i
1.
SOIL CLASSIFICATION & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUNTY
PHELAN
MAP 58,
MASSACHUSETTS INTERIM + SOIL SURVEY REPORT, SECOND EDITION.
152 REED
2.
BASED ON FLOOD HAZARD COMMUNITY PANEL No. 250198 00050, DATED SEPTEMBER 30, 1983
PHELAN
LEXINGTON,
PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, SURFACE FLOODING WITHIN A
MAP 58,
LOT 190C
100 YR. STORM EVENT IS LOCATED IN ZONE C. (AREAS OF MINIMAL FLOODING -NOT SITED AS
RICHARD
FLOOD HAZARD AREAS)
3.
TOPOGRAPHIC DETAIL, NATURAL AND MAN MADE SURFACE FEATURES ARE BASED
ON A FIELD SURVEY BY MERIDIAN ENGINEERING, INC. ON APRIL 24 & 28, 1992 AND
OCTOBER 23, 1992
SCALE. 1"
4.
ZONING DISTRICT IS RS
FEET
5.
ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM.
40 0
STARTING BENCHMARK: ELEVATION 238.59 (INVERT OF SMH F) AS SHOWN
ON
160
METERS 0 70
PLAN ENTITLED "PLAN & PROFILE OF DENVER STREET" DRAWN BY WHITMAN
& HOWARD, .
- -r
60
INC., SHEET No. 5 OF 10, DATED MAY 1965, AS BUILT JANUARY, 1968, PROVIDED
BY THE LEXINGTON ENGINEERING OFFICE.
6•
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWNN ARE APPROXIMATE
AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF
PtANSg OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY
NOR 'GUARANTEE THE LOCATION OF ALL UTLITIES DEPICTED OR NOT
DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,
SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE
AT 1 -800- 322 -4844.
sib
Z
SUBJECT PROPERTY IS SHOWN AS PARCELS 190A AND 190 C ON LEXINGTON ASSESSOR'S MAP 58.
8.
SLOPES OF 157o OR MORE DO NOT OCCUR ON THE SITE
9.
THERE ARE NO VISIBLE ROCK OUTCROPPINGS ON THE SITE
14
THERE ARE NO HISTORICALLY OR ARCHITECTURALLY SIGNIFICANT STRUCTURES
i
ON OR ADJACENT TO THE SITE.
11.
THERE ARE SOME VIEWS OF ABUTTING RESIDENCES AND VEGETATION IN THE NETLAND AREA.
12.
THERE IS NO SIGNIFICANT NOISE! AT THE S17E
13.
VEGETATION ON THE SITE IS MAPLE SAMPLINGS AND UNDERBRUSH.
EXISTING DRAIN MANHOLE
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
{} EXISTING U77LITY POLE
Q EXISTING FIRE HYDRANT
F>4, EXISTING WATER GATE
WSU EXISTING WATER SERVICE
G G2D EXISTING GAS GATE
D EXIS7NG STORM DRAIN
S EXISTING SANITARY SEWER
W EXISTING WATER MAIN
OHW EXISTING OVERHEAD WIRES
152 EXISTING GRADE
750x50 EXISTING SPOT GRADE
PROPOSED WATER GATE
RCP REINFORCED CONCRETE PIPE
CLDI CEMENT LINED DUCTILE IRON
®o • s� DIRECTION OF OVERLAND FLOW
t WF#1 WETLAND FLAG
8' EXISTING TREE
Dc /u AM & / DATA
APPROVED BY-
LEXINGTON PLANNING BOARD
i
t
i
'5. -LI -9(o
SHEET No. 2 OF 11 � PROJECT No. 2197 '
ROBERT E.
PHELAN
MAP 58,
LOT 190A
152 REED
STREET
PAUL A.
PHELAN
LEXINGTON,
MA. 02173
MAP 58,
LOT 190C
RICHARD
C PHELAN
GRAPHIC
SCALE
SCALE. 1"
--40'
FEET
40 0
20 40
80
160
METERS 0 70
20
40
- -r
60
'5. -LI -9(o
SHEET No. 2 OF 11 � PROJECT No. 2197 '