HomeMy WebLinkAboutSD-349-6FOR REGISTRY OF DEEDS USE ONLY
DESC.
RIM
INVERT IN
INVERT OUT
C63
187.80
183.07
C64
188.19
183.79
C65
19227
189.79
C86
192.36
186.61
188.57
C67
195.05
�y
VEGETATED WETLAND
(SEE NOTE 5)
INACCESSIBLE
DMH3
188.24
183.29(12 RCP)
177.47(OU7LET)
d
183.44(CB1)
17750(DMH4)
183,34(C62)
Q c~n
AL AL/ /
181.27(C86)
O
DMH4
191.81
182.32
182.76
SMH2
191.94
160.70
180.68
SMH3
189.77
181.85
181.85
SMH4
1194.55
18,140
183.36
I DECLARE, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE RULES AND REGULATIONS OF THE
REGISTERS OF DEEDS.
FOR MERIDIAN ENGINEERING DATE
COLLABORARVE, INC.
REWS /0NS
BY I CHK'D
`r
0 0 4 G �24r;
Ak NOW OR FORMERLY
/ GERALD & ELLEN GABRIELSE /
/ (DEED BOOK 18286, PAGE 603)
VAUGHAN K.V 800OSIAN
(DEED BOOK 13065, PAGE 707)
"THIS PLAN IS SUBJECT TO A COVENANT DATED 444 q'r____"
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED,
319
THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED t��i__"
NOW OR FORMERLY
BURLINGTON VILLAGE ASSOCIATES
PROPOSED
8 "X8 "XS "TEE
& TRIPLE GA 7E
•PROPOSED
INRL7RATOR
v
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n
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NOW OR FORMERLY
WOODHAVEN REALTY TRUST
1 CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS, HEREBY
CERTIFY THAT NO N077CE OF APPEAL OF THIS PLAN BY THE
LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED
AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE
GRAPHIC SCALE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF
SUCH NOTICE.
SCALE: 1"--40'
FEET 40 0 20 40 80 160-
09 1� Aa METERS o 10 20 40 80 i-
TOWN CLERK DATE
DWG. No. 2477U77L(XREF.•2477MAIN)
APPROVED BY,'
rrxay° L 19gtss
DATE
mpTm
1. ELEVATIONS REFER TO THE
2. THE LOCATION OF ALL UNL
AND ARE BASED UPON A I
PLANS OF RECORD, MER101
WARRANTY NOR GUARANTE,
DEPICTED. THE CONTRACTO
SHALL VERIFY THE LOCATK
AT 1- 800 -322 -4844.
J. THE LOCATION OF ALL UND
ARE BASED UPON A PARTI,
RECORD. MERIDIAN ENGINES
NOR GUARANTEE THE LOCA
THE CONTRACTOR, PRIOR 7
ALL UTILITIES AND CONTAC
4. MINIMUM COVER OVER SEW?
AND WATER SERVICES TO E
EITHER SIDE OF ALL SEWEA
5. WATER SERVICES SHALL BE
6. SEWER SERVICES TO BE 6"
100 FEET
7. ALL PROPOSED STORM DRA
AND ARE AT 0. Of FT11F7 S
U
■
•
O
•
AIL
L
-'S
- w-
G-
- E-
-OHw
AC
HP
DI
BIT. CL
.F.
-71
•5
-D-
!1
00
O
ROBERT T. &
24 GRE
)WN OF LEXINGTON SEWER DATUM.
'GROUND UTILITIES SHOWN ARE APPROXIMATE
4TIAL FIELD SURVEY AND COMPILATION OF
ENGINEERING COLLABORATIVE, INC. DOES NOT
THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT
PRIOR TO COMMENCEMENT OF CONS7RUCT70N,
OF ALL UTILITIES AND CONTACT DIG SAFE
GROUND UTILITIES SHOWN ARE APPROXIMATE AND
FIELD SURVEY AND COMPILATION OF PLANS OF
VG COLLABORATIVE, INC. DOES NOT WARRANTY
)N OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
CONSTRUCTION, SHALL VERIFY 7HE LOCATION OF
)IG SAFE AT 1- 800 - 322 -4844.
SERVICES SHALL BE FOUR(4) FEET. WATER MAIN
ENCASED IN CONCRETE FOR 10 FEET LINEAR ON
INES RUNNING OVER SAID WATER LINES OR SERVICES.
" COPPER WITH BUFFALO TYPE SERVICE BOX.
VC SOR35 AND SHALL HAVE CLEANOUTS EVERY
PIPES ARE 12" REINFORCED CONCRETE- PIPES
'E UNLESS OTHERWISE NOTED.
LCGE EXIS77NG DRAIN MANHOLE
EXIS77NG SEWER MANHOLE
EXISTING CATCH BASIN
EXIS77NG UTILITY POLE
EXIS77NG FIRE HYDRANT
EXIS77NG WATER GA 7E
EXIS77NG WATER SERVICE
SIGN
WETLAND AREA
GUARD RAIL
- EXISTING STORM DRAIN
- EXISTING SANITARY SEWER
- EXIS77NG WATER MAIN
- EXIS77NG GAS MAIN
- EXIS77NG UNDERGROUND ELECTRIC
EXIS77NG OVERHEAD WIRES
REINFORCED CONCRETE PIPE
ASBESTOS CEMENT
HIGH POINT
DUCTILE IRON
B17UMINOUS CONCRETE
FINISHED BASEMENT ELEVATION
FINISHED FIRST FLOOR
- PROPOSED SEWER LINE
- PROPOSED WATER LINE
- PROPOSED UNDERGROUND TELEPHONE, ELEC7RIC & CABLE LIN
- PROPOSED GAS LINE
PROPOSED CATCH BASIN
PROPOSED SEWER MANHOLE
- PROPOSED DRAIN LINE
PROPOSED DRAIN MANHOLE
PROPOSED 1500 GAL, SETTLING TANK
PROPOSED FIRE HYDRANT
PROPOSED BIT. CONC. BERM
PROPOSED SLOPED GRANITE" CURB
PROPOSED WR77CAL GRANITE CURB
VNER. A EEL I CA. NT:
110SE A. SUTHERLAND THE WNDERMERE GROUP, INC.
ILEAF AVENUE 55 HANCOCK S7REET
MA 02155 LEXINGTON, MA. 02173
UTILITY PLAN
DEFINITIVE SITE DEVELOPMENT PLAN
LOCATED IN
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
GRANGER POND WAY
A PLANNED RESIDENTIAL DEVELOPMENT
SCALE: 1" = 40' DATE. SEPTEMBER 29, 1 994
.r ,.nn6e
�F
RichardE �
Wail, Jr
No 3477&
Civil 1W,
1W,
P�
T
MERIDIAN ENGINEERING
COLLABORATIVE, INC.
100 CORPO]UTE PLACE, SUITE 103
PEABODY, MASSACIIUSETTS 01980
TEL: (508) 535 -7328
��-j
�¢
Z
1
o
EDGE OF BORDERING
NOW OR FORMERLY
p U
�y
VEGETATED WETLAND
(SEE NOTE 5)
CHAN WUNG & HYUN -SOOK KIM
(DEED BOOK 22249, PAGE 230)
Q.
�
� �
`
O Q.
d
AL
Q c~n
AL AL/ /
O
IL AL
0 0 4 G �24r;
Ak NOW OR FORMERLY
/ GERALD & ELLEN GABRIELSE /
/ (DEED BOOK 18286, PAGE 603)
VAUGHAN K.V 800OSIAN
(DEED BOOK 13065, PAGE 707)
"THIS PLAN IS SUBJECT TO A COVENANT DATED 444 q'r____"
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED,
319
THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED t��i__"
NOW OR FORMERLY
BURLINGTON VILLAGE ASSOCIATES
PROPOSED
8 "X8 "XS "TEE
& TRIPLE GA 7E
•PROPOSED
INRL7RATOR
v
c
m
r
n
t
N
h
O
c
z
i
� o
C
xi 4
o
_ o
NOW OR FORMERLY
WOODHAVEN REALTY TRUST
1 CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS, HEREBY
CERTIFY THAT NO N077CE OF APPEAL OF THIS PLAN BY THE
LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED
AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE
GRAPHIC SCALE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF
SUCH NOTICE.
SCALE: 1"--40'
FEET 40 0 20 40 80 160-
09 1� Aa METERS o 10 20 40 80 i-
TOWN CLERK DATE
DWG. No. 2477U77L(XREF.•2477MAIN)
APPROVED BY,'
rrxay° L 19gtss
DATE
mpTm
1. ELEVATIONS REFER TO THE
2. THE LOCATION OF ALL UNL
AND ARE BASED UPON A I
PLANS OF RECORD, MER101
WARRANTY NOR GUARANTE,
DEPICTED. THE CONTRACTO
SHALL VERIFY THE LOCATK
AT 1- 800 -322 -4844.
J. THE LOCATION OF ALL UND
ARE BASED UPON A PARTI,
RECORD. MERIDIAN ENGINES
NOR GUARANTEE THE LOCA
THE CONTRACTOR, PRIOR 7
ALL UTILITIES AND CONTAC
4. MINIMUM COVER OVER SEW?
AND WATER SERVICES TO E
EITHER SIDE OF ALL SEWEA
5. WATER SERVICES SHALL BE
6. SEWER SERVICES TO BE 6"
100 FEET
7. ALL PROPOSED STORM DRA
AND ARE AT 0. Of FT11F7 S
U
■
•
O
•
AIL
L
-'S
- w-
G-
- E-
-OHw
AC
HP
DI
BIT. CL
.F.
-71
•5
-D-
!1
00
O
ROBERT T. &
24 GRE
)WN OF LEXINGTON SEWER DATUM.
'GROUND UTILITIES SHOWN ARE APPROXIMATE
4TIAL FIELD SURVEY AND COMPILATION OF
ENGINEERING COLLABORATIVE, INC. DOES NOT
THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT
PRIOR TO COMMENCEMENT OF CONS7RUCT70N,
OF ALL UTILITIES AND CONTACT DIG SAFE
GROUND UTILITIES SHOWN ARE APPROXIMATE AND
FIELD SURVEY AND COMPILATION OF PLANS OF
VG COLLABORATIVE, INC. DOES NOT WARRANTY
)N OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
CONSTRUCTION, SHALL VERIFY 7HE LOCATION OF
)IG SAFE AT 1- 800 - 322 -4844.
SERVICES SHALL BE FOUR(4) FEET. WATER MAIN
ENCASED IN CONCRETE FOR 10 FEET LINEAR ON
INES RUNNING OVER SAID WATER LINES OR SERVICES.
" COPPER WITH BUFFALO TYPE SERVICE BOX.
VC SOR35 AND SHALL HAVE CLEANOUTS EVERY
PIPES ARE 12" REINFORCED CONCRETE- PIPES
'E UNLESS OTHERWISE NOTED.
LCGE EXIS77NG DRAIN MANHOLE
EXIS77NG SEWER MANHOLE
EXISTING CATCH BASIN
EXIS77NG UTILITY POLE
EXIS77NG FIRE HYDRANT
EXIS77NG WATER GA 7E
EXIS77NG WATER SERVICE
SIGN
WETLAND AREA
GUARD RAIL
- EXISTING STORM DRAIN
- EXISTING SANITARY SEWER
- EXIS77NG WATER MAIN
- EXIS77NG GAS MAIN
- EXIS77NG UNDERGROUND ELECTRIC
EXIS77NG OVERHEAD WIRES
REINFORCED CONCRETE PIPE
ASBESTOS CEMENT
HIGH POINT
DUCTILE IRON
B17UMINOUS CONCRETE
FINISHED BASEMENT ELEVATION
FINISHED FIRST FLOOR
- PROPOSED SEWER LINE
- PROPOSED WATER LINE
- PROPOSED UNDERGROUND TELEPHONE, ELEC7RIC & CABLE LIN
- PROPOSED GAS LINE
PROPOSED CATCH BASIN
PROPOSED SEWER MANHOLE
- PROPOSED DRAIN LINE
PROPOSED DRAIN MANHOLE
PROPOSED 1500 GAL, SETTLING TANK
PROPOSED FIRE HYDRANT
PROPOSED BIT. CONC. BERM
PROPOSED SLOPED GRANITE" CURB
PROPOSED WR77CAL GRANITE CURB
VNER. A EEL I CA. NT:
110SE A. SUTHERLAND THE WNDERMERE GROUP, INC.
ILEAF AVENUE 55 HANCOCK S7REET
MA 02155 LEXINGTON, MA. 02173
UTILITY PLAN
DEFINITIVE SITE DEVELOPMENT PLAN
LOCATED IN
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
GRANGER POND WAY
A PLANNED RESIDENTIAL DEVELOPMENT
SCALE: 1" = 40' DATE. SEPTEMBER 29, 1 994
.r ,.nn6e
�F
RichardE �
Wail, Jr
No 3477&
Civil 1W,
1W,
P�
T
MERIDIAN ENGINEERING
COLLABORATIVE, INC.
100 CORPO]UTE PLACE, SUITE 103
PEABODY, MASSACIIUSETTS 01980
TEL: (508) 535 -7328