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?LY SIDE OF GROVE ST.,
OF UP No. 68 EL. 290.21
1 CERTIFY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE,
INFORMATION, AND BELIEF, THAT THE MONUMENTS DEPICTED,
WHICH DEFINE THE RIGHT OF WAY IN ACCORDANCE WITH THE
DEFINITIVE SUBDIVISION PLAN APPROVED ON AUGUST 31, 1987
BY THE LEXINGTON PLANNING BOARD, WERE SET, IN ACCORDANCE
WITH THE ABOVE MENTIONED PLAN, ON AUGUST 30, 1990.
I CERTIFY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE,
INFORMATION, AND BELIEF, THAT THE PROPERTY LINES DEPICTED
ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES
OF STREETS AND WAYS DEPICTED ARE THOSE OF PUBLIC OR
PRIVATE STREETS AND WAYS A LREA D Y ES TA BL ISHED, AND THAT
NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIPS OR FOR
NEW STREETS AND WAYS ARE DEPICTED.
( MASS. GEN. LAWS, CHAP. 41, SECT. 81 —X )
I CERTIFY, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THIS PLAN CONFORMS TO THE RULES AND
REGULAT /DNS OF THE REGISTRY OF DEEDS
COLLABORATIVE, INC.
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McK�FVER DRIVE STA. 2+39.33
WKEEVER DRIVE STA. 5 +09.42
LOT 1
NOW OR FORMERLY
CA TV L= 113.7y _
CB R 165.00 & =39' 29'58"
pI ' / 318 "IRON ROD R = 25.004 6
60-11 '30� WfTNFLUSH W T L — 23.55'
.3g; A = 53 "5821 "
N
30.00' 6' PVC SEWER
+ SERVICE
ISLAND�I�S H C
BIT. DRIVWAY
APRON (TYP.)
6" PVC SEWER
SERVICE
— 4133 6" PVC SEWER -, I —,
= 82'45'22'L T 4 SERVICE 318" IRON LOT
NOW OR FORMERLY LOT WATER VALVE ROD SET FLUSH NOW OR FORMERLY
ANIEL H. BATHON & JULIE WHITE BATHON BURIED W/ WITNESS STAKE
RONALD M. &JANET C. OICKERMAN
NOW OR FORMERLY AND TRACEY DICKERMAN BILSKI
EXIST. DONALD M. ARNOUDSE &
DWELLING COLLEEN N. KILCOYNE
EXIST. DWELLING
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IBM: FRONT LEFT CAP BOLT OF
HYDRANT EL. 294.92
5 +00
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LO
VOLUNTEER WAY
MCKEEVER DR.
CARRIAGE DR.
JOHN BENSON
RD.
=WINTER T. - GROVE
!ST.
HERITAGE DR.
LOCUS MAP
SCALE, 1 = 2100'+
LEGEND:
❑ CB CA TCHBA SIN -6- H YD HYDRANT
O DMH DRAIN MANHOLE -'UP UTILITY POLE W/ LIGHT
O SMH SEWER MANHOLE 2 +00 CENTERLINE STA T/ON
t>a WA TER VAL VE HANDICAP RAMP
GAS GATE RCP REINFORCED CONCRETE PIPE
• TEL TELEPHONE BIT. BITUMINOUS CONCRETE
• ELEC ELECTRIC PVC POLYVINYL CHLORIDE"
• CA TV CABLE /TELEVISION CLDI CEMENT LINED DUCTILE IRON
# LP LIGHT POLE UNDERGROUND ELECTRIC,
Q PLANTED TREES —E /r /c TELEPHONE & CABLE
El CONCRETE BOUND BITUMINOUS CONCRETE BERM
W/ DRILL HOLE FND. VERTICAL GRANITE CURB
oHw OVERHEAD WIRES W WATER MAIN
INV. INVERT c GAS MAIN
ws WATER SERVICE — — — SEWER MAIN
DRAIN MAIN
NOTES:
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 COLLABORATIVE, INC. DOES NOT
WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES SHOWN OR NOT
SHOWN. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,
SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE
A T 1 -800 -322 -4844,
2. ELEVATIONS REFER TO THE DATUM ESTABLISHED ON THE DEFINITIVE'
SUBDIVISION PLAN APPROVED ON AUGUST 31, 1987:
J. THE LOCATION OF THE UNDERGROUND WATER MAIN, GAS, TELEPHONE, ELECTRIC,
& CABLE ARE APPROXIMATE AND ARE DEPICTED BASED UPON TIES AND
INFORMATION PROVIDED BY OTHERS AND THEIR LOCATIONS ARE NOT
WARRANTEED NOR GUARANTEED TO BE CORRECT.
4. WATER SERVICES DEPICTED ARE ONE INCH (I") COPPER.
REFERENCES;
— 1946 COUNTY LAYOUT OF GROVE STREET.
— REGISTRATION BOOK 695 PAGE 96
— PLAN NUMBER 630 OF 1979
— LAND COURT CASE NUMBER 23040
— LAND COURT CASE NUMBER 15791D
— REGISTRATION BOOK 765 PAGE 20
AS—BUILT PLAN OF McKEEVER DRIVE
LOCATED IN
LEXlNc";Tu"jAv'r, MASSACHUSETTS
(MIDDLESEX CO UNT I )
PREPARED FOR
REDMOND EXCAVATING COMPANY, INC.
PREPARED BY
MERIDIAN ENGINEERING COLLABORATIVE, INC'.:
2 BOURBON STREET, SUITE 102
PEABODY,, MASSACHUSETTS 01960
(508) 535-7,328
SCALE: AS NOTED DATE: SEPTEMBER 24, 1990
SHEET No, 1 OF 1
DWG No. 2065ASBT MEC No. 2065;
SUBDIVISION
WILLIAM & JACYLN RHODES
Fx /sr.
�WF <UNG
R
L
= 30.00'
= 53.49'
A TE ' W D E
R = 25.00'
6" PVC SEWER
®
+ (pR
_ t02�954 "
y )
®= 59'29'58"
L = 2355 ,
�SERVICE
BIZ ASPHALT
.
R= 215.00' L =148.22'
D 5.3.5821"
GRAS P40r
TEL
❑MAIL 80 ELEC
1f3 y�o°
6'3419'(3
DMH
L CATV 3/8" IRON
$
_
¢1.95
!
i2 ^RCS, H RCP
nu 99; i CB 7
\ R1 SET FLUSH
\ W WITNESS STAKE
CA TV L= 113.7y _
CB R 165.00 & =39' 29'58"
pI ' / 318 "IRON ROD R = 25.004 6
60-11 '30� WfTNFLUSH W T L — 23.55'
.3g; A = 53 "5821 "
N
30.00' 6' PVC SEWER
+ SERVICE
ISLAND�I�S H C
BIT. DRIVWAY
APRON (TYP.)
6" PVC SEWER
SERVICE
— 4133 6" PVC SEWER -, I —,
= 82'45'22'L T 4 SERVICE 318" IRON LOT
NOW OR FORMERLY LOT WATER VALVE ROD SET FLUSH NOW OR FORMERLY
ANIEL H. BATHON & JULIE WHITE BATHON BURIED W/ WITNESS STAKE
RONALD M. &JANET C. OICKERMAN
NOW OR FORMERLY AND TRACEY DICKERMAN BILSKI
EXIST. DONALD M. ARNOUDSE &
DWELLING COLLEEN N. KILCOYNE
EXIST. DWELLING
i
1 +00
w,
2 +00
3 +00
I �m
W�
+ Nei
mI'�N
��INII
N'� II ti
EXIST. W 2 O
HYDRANT
�zzz
I
4 +00
IBM: FRONT LEFT CAP BOLT OF
HYDRANT EL. 294.92
5 +00
0
LO
VOLUNTEER WAY
MCKEEVER DR.
CARRIAGE DR.
JOHN BENSON
RD.
=WINTER T. - GROVE
!ST.
HERITAGE DR.
LOCUS MAP
SCALE, 1 = 2100'+
LEGEND:
❑ CB CA TCHBA SIN -6- H YD HYDRANT
O DMH DRAIN MANHOLE -'UP UTILITY POLE W/ LIGHT
O SMH SEWER MANHOLE 2 +00 CENTERLINE STA T/ON
t>a WA TER VAL VE HANDICAP RAMP
GAS GATE RCP REINFORCED CONCRETE PIPE
• TEL TELEPHONE BIT. BITUMINOUS CONCRETE
• ELEC ELECTRIC PVC POLYVINYL CHLORIDE"
• CA TV CABLE /TELEVISION CLDI CEMENT LINED DUCTILE IRON
# LP LIGHT POLE UNDERGROUND ELECTRIC,
Q PLANTED TREES —E /r /c TELEPHONE & CABLE
El CONCRETE BOUND BITUMINOUS CONCRETE BERM
W/ DRILL HOLE FND. VERTICAL GRANITE CURB
oHw OVERHEAD WIRES W WATER MAIN
INV. INVERT c GAS MAIN
ws WATER SERVICE — — — SEWER MAIN
DRAIN MAIN
NOTES:
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 COLLABORATIVE, INC. DOES NOT
WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES SHOWN OR NOT
SHOWN. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,
SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE
A T 1 -800 -322 -4844,
2. ELEVATIONS REFER TO THE DATUM ESTABLISHED ON THE DEFINITIVE'
SUBDIVISION PLAN APPROVED ON AUGUST 31, 1987:
J. THE LOCATION OF THE UNDERGROUND WATER MAIN, GAS, TELEPHONE, ELECTRIC,
& CABLE ARE APPROXIMATE AND ARE DEPICTED BASED UPON TIES AND
INFORMATION PROVIDED BY OTHERS AND THEIR LOCATIONS ARE NOT
WARRANTEED NOR GUARANTEED TO BE CORRECT.
4. WATER SERVICES DEPICTED ARE ONE INCH (I") COPPER.
REFERENCES;
— 1946 COUNTY LAYOUT OF GROVE STREET.
— REGISTRATION BOOK 695 PAGE 96
— PLAN NUMBER 630 OF 1979
— LAND COURT CASE NUMBER 23040
— LAND COURT CASE NUMBER 15791D
— REGISTRATION BOOK 765 PAGE 20
AS—BUILT PLAN OF McKEEVER DRIVE
LOCATED IN
LEXlNc";Tu"jAv'r, MASSACHUSETTS
(MIDDLESEX CO UNT I )
PREPARED FOR
REDMOND EXCAVATING COMPANY, INC.
PREPARED BY
MERIDIAN ENGINEERING COLLABORATIVE, INC'.:
2 BOURBON STREET, SUITE 102
PEABODY,, MASSACHUSETTS 01960
(508) 535-7,328
SCALE: AS NOTED DATE: SEPTEMBER 24, 1990
SHEET No, 1 OF 1
DWG No. 2065ASBT MEC No. 2065;
SUBDIVISION