HomeMy WebLinkAboutCON-100-5CONSTRUCTION
NOW OR FORMERLY
TOWN OF LEXINGTON
r vrc"nnrn nr T(`Ll
_ .LINDEN
STREET
(NON- STREET
50' WIDE)
NOW OR FORMERLY
TOWN OF LEXINGTON
GARFIELD %' , S TREE T
(NON - STREET - 50' WIDE)
NOW OR FORMERLY /
TOWN OF LEXINGTON LBENCHMARK. 6x6 GONG REMAINS OF OLD
ILL HOLE FND. STONE F OUNDATION EV_ =1 2. 00 TO BE REMOVED
6) I
O�cy`y �J�
`PROPOSED 4'
WIDE PATH �f
GARRELD
V 1 0
STREET
GRAPHIC SCALE
SCALE. 1 "-
GARFIELD ST. - 50' WIDE FEET
20 0 10 20 40
2' WIDE
GRAVEL 2' WIDE
SHOULDER GRAVEL 0 5 10 20
EXIST. SHOULDER METERS
1 GRASS
4 ° MINIMUM
12" GRAVEL LOAM & SEED
1 i/2" TOP BASE
COURSE
1 112" BINDER
COURSE
TYPICAL ROAD CROSS SECnt V
NOT TO SCALE
irirXi( D.
—S-0—S— EXISTING SEWER MANHOLE
-G EXISTING UTILITY POLE
4 EXIS77NG FIRE HYDRANT
PROPOSED FIRE HYDRANT
S EXIS77NG SEWER MAIN
W EXISTING WATER MAIN
01IW EXISTING OVERHEAD WIRES
TO BE RELOCATED UNDERGROUND
S PROPOSED SEWER
W PROPOSED WATER MAIN
PROPOSED UNDERGROUND 7FLEPHONI
ELECTRIC & CABLE 1
EXIS77NG CONIFEROUS TREE
' EXISTING DECIDUOUS TREE
EXISTING DITCH
EXISTING GRAVEL ROAD
BITUMINOUS BERM
FOR REGISTRY OF DEEDS
APPROVED BY
DATE
40
j
4
2) W
DATUM ELEV
180.00
16'
V, �?
r�0
e 2
eo�\2
2
W
�n
p �tio
i
s
• • •
'! • s t / :...•mss ° °v ���ie•
• + � . we r m , iW � e 4iP s � e a
BITUMINOUS WOOD
CONCRETE PORCH
DRIVEWAY
EXISTING
1 STORY WOOD
FRAME HOUSE
#64 GARFIELD
WSTREET
O I
S
RELOCATE EXISTING
HYDRANT
NOW OR FORMERLY {
TOWN OF LEXINGTON I PROPOSED 16'
WDE PAVEMENT
Ls \-6" CLDI S S S
NOW OR FORMERLY
TOWN OF LEXINGTON
CONCRETE VAULT
W/ WATER BUBBLER
6 x6" WOOD
POSTS —
' #t
BENCHMARK: 6 Ee,
BND. W/DRILL H
W. CORNER EL
NOW OR FORMERLY ti XISTING
W SEWER MANHOLE
DA VID A. ROBERTS k RIM = 192.97
J INV. (OUT) = 178.90
INV. (IN)= 179.07
O NOW OR FORMERLY (FROM GARFIELD ST.
30 SUBHASH & KASTURI GUPTA CURRENTLY PLUGGED)
N=
p V,
o �n
100.00' VC no aw°o
o n o „� o a +oao 4
IN ao u� N °i LOW POINT ELEV = 189.66 0 0' p it �'
HYDRANT WITH N ro o of u rn 2 a
WATER GATE 4 �c0a0 LOW POINT STA = 1131.36 Z ,)
MEET EXISTING N 400,2 ~ > w PW STA = 1t30 61 222
�-
GRADE Z If
> m
PW ELEV = 189.40 > ,i
art m A.D. = -2.06 W W
-...,, ,e-1.06,g K = 48.64 p 0ox
_ —�
8w—A � MANN
6 PVCISEM
SER14 TO
NOMSi: $ rn
1. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE Ot00
AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA77ON OF
PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORA77W, INC. DOES NOT
WARRANTY NOR GUARAN7EE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT
DEPICTED. THE CON7RACT09 PRIOR TO COMMENCEMENT OF CONSTRUCTION,
SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE
Y AT 1 -800- 322 -4844.
2. FOR BENCHMARK LOCA77ONS, SEE SHEET 1 OF 12.
3. SEE SHEETS 1 & 4 OF 12 FOR ADD177ONAL NOTES.
4. SEE SHEET 8 OF 12 FOR PROPERTY LINE DESCRIPTIONS.
! DECLARE, TO THE BEST OF MY PROFESSIONAL -- A--* ANERK OF THE TOWN OF
KNOWLEDGE, INFORMATION, AND BELIEF, THAT LEXINGTON, MASSACHUSETTS HEREPY CER77FY THAT THE NOTICE OF
7HIS PLAN WAS PREPARED IN ACCORDANCE APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
WITH THE RULES AND REGULATIONS OF THE BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE
REGISTERS OF DEEDS. OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH. R CEtPT AND RECORDING OF SAID NOTICE
L
FOR MERIDIAN ENGINEERING, INC. L D-A —TE /T:'
�y9MiIf�CLERK DATE
L =.173'
1+50
S =D 010
EXISTING
WATER GATE
- - - - EXISTING - -
� c'e
PROFI,feE:
SCALE. • 1 = 2' VERT.
1 „ = 20 HOR.
1 0 1 2 4 VERT.
JO 0 10 20 40 HOR,
"THIS PLAN IS SUBJECT TO A COVENANT" DATED ftZ —AZ1"W"
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED A"A •" i��r
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
--- --- ____"
D11Cd No. 2176PLPR(XREF,• 2176MAJN)
(NON - STREET
50' WIDE)
EXIST 5' BIT. CONC. SIDEWALK
G�IRFIFLP
STRFFT
((,PUBLIC-50' WIDE)
G W--
4" STL GAS LJ E
Siff/ 3 G
Is wa*
` s
V CP4 U
j W
4
a+ �w o W
*per 11
50.00' VC
o PW STA 3+25
PW ELEV = 191.35 n + 2 *'1
�i
A.D. = -0.61
K = 82.53
mEXISTING RIGHT---
GRADE
i
EXIS77NG CENTER
LINE GRADE
GRADE LEFT
- - - - - EXIST NIG
MAIN WA TEd GATE
—WATER -'
L =165'
2 +50
OWNER OF RECORD /APPLICANT.•
RONALD K. GOLD
NANCY P. GOLD
17 MALBERT ROAD
BRIGHTON, MA 02135 -2618
REVISIONS
1 17125195 16' WIDE PAVEMENT
KPF I REW
S =0,010
8` PVC
4
orn�
w.
� k IIC
a
222
Ol w w L =6.•
S =aoIO
3+00 3+50 4 +00
DEFINITIVE SUBDIWSION
STREET LAYOUT PLAN & PROFILE
LOCATED IN �j
LF 11rGTf�11 ffdA5��1ChIVS�TTS'
fewpip"s" coam j
6URFIFLD ST "FT ffXTf)VSl0)V
.4 4 6l it U)MMUL A7 (lr.8 l visio)v
SCAM 1"= AS NOTED DATE: MARCH 17, 1995
""I I
Alm T
•,Riie lic R > M E R i D I A i i
EN G I N E E R I N G, I N C.
p)p�7M _ 100 CORPOPATE PIACE, . SUITE 109
Bahl MOODY, IIASSACHUSEM 01980
4 0 - TELWHONE: (508) 535-7=
SHEET No. 5 OF 12 PROJECT No. 2176