HomeMy WebLinkAboutSD-476-5`UNIT
I<
EXl S TING GRADE E L EV A TlO S
_AT BUILDING. COR NERS NERS
,1 _ 2 3 4
I'
A VE_ R
A G E NA T U R
AL
GRADE A ,, PLAN E
- -
"PRE- EXISTING'.
HIGHEST
RIDGE
BUILDING
HEIGHT
1
179, 2
2
179.5
1.79.4
180.8
175. 00'
179.72
211.00'
31.28'
2
180.5
li
0
18 .0
180.0
180.3 '
184.50 '
180.20 :
213 00
32.80
3
180.5
I
180.0
180.0
180.3 "
186.00'
180, 20
,
214.25
34.05
4 .
`
i I
18 0.5
I 1
180.4
180.3
180.0
187, 00'
180.30
216:50
36 .20
5
6
480, 5 j..
I
180.5
150.2
180.2
1 77.8
17Z8
180.3 '
180.3
10
179.70
179.70
216.00
216.00'
,
36:30
36.30'
7
181. 1
185.50'
180.7
183.2
184.3
12
182.32
....213.10 '
,
30.78
8
181.1
j 18375
180.7
183.2
184.3
74
182.32
21310'
30.78' _
91
183.9
182.4
182.6
183. 17
214.50
31.33
10
180.9
181.8
179.7
180.3
180.67
215.50'
34.83'
11
180.9
181.8
179.7
180.3
180.67
215.50
34.83
12
179 ,0
180.2
180, 7
179.0.
179.72
.212.75
,
". 33 03 :
13
179.0
180.2
180.7
179.0
179.72
212,75'
33.03 .
14
180.r5
179.7
180.2
180.4
180.20
213.00
-32.80
UNIT
FFE TOF GAR. FL. ' BSM T, FL.
1
183.00'
182 00'
181.00''
174.00'
2
184.00'
183.00'
181'50'
175. 00'
3
185.25'
184.25'
183. 25 -
176.25 '
4
186.50'
185.50'
.50
184.50 '
177.50
5
187, 00'
186.00'- _
185.0 '
D
778.00 '
6
187, 00'
186.00'
185.00'
178.00'
7
187.00'
186.00'
185.25'
178.00'
8
187, 00'
186.00'
185.25'
178.00'
9
186.50'
185.50'
184.50'
177.50'
10
185.50'
184.50'
183.50'
176.50' '
11
185.50'
184; 50'
183.50'
176.50'
12
183:75'
182.75'
181.75''
174.75'
13 r
j 18375
182.75
18 .
1 75
1.74.75
74
18J. 00
182.00
181.00
0
174. 0
TBM ,�`,
DES"
CRIP TION
ELEV.
-
ELECTRIC MANHOLE RIM
180.92'
11-IL LUCA HON Of ALL UNDERGROUND. UTILITIES 'SHOWN ARE APPROXIMATE - ' "1- -
PROPOSED
E
L LEND,
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND .COMPILATION OF
PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY
NOR GUARANTEE THE:/_OCATION OF ALL UTILITIES DEPICTED OR NOT ❑ CB-
1 PROPOSED CATChiBASIN
DEPICTED. THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONS T
RUC ION, D DMH -1 PROPOSED DRAIN.MANH L
SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE
O MANHOLE
AF
AT 1-888-344-7233.
PD i
PROPOSED
HOPE DR
I
AlN PIPE
i,
H PROPOSED WATER GATE
i
PROPOSED HYDRA, NT
1
PW PROPOSED 8" DICL WATER MAIN
I { r �, S
1
> a / Q SMH -1 PROPOSED SEWER MANHOLE
OW
( i 1
PS PROPOSED SEWER MAIN ( 8 SDR 35 PVC)
v r 1
i
r i
i
S v
a
t
p f /! / l f
1
i l I
Ps
(FM) PROPOSED SEWER FORCE MAIN ( 2.
SC N .
40 PVC)
�
I
L
t 1
I 1
HOPE .HIGH DENSITY. POLI
rET1LENE PIPE
It \
J
1 U !
`
i t
/
r
/ t
/ I
/ t
I
a t 1
f
/ - 1 ! 00000000
PROPOSED RETAIN /NG WALL
I ,
_ I
Q
-t
, t
t J
/ !
f
t
PROPOSED CONTOUR
� __ __ r t m o
� PROPOSED
UN D f
RGRL Prop. \3 Faoh Wda UND TEL
EPHONE, ELECIRlC, CABLE
ras S a a 6. Deep / /. �' „
C r
)
a
_' o
F,. L W LIMIT OF WORK LINE STAKED SILT
N ( L T FENCE)
N,
Exrs '
77NG CONTOUR
Q ,
_I J
I
J
1 � NN --
reTronaformar .
ubpj..Ct to City
1
r
i
% r r
r
PP royal... I
e f ®w i
c
0 ZNE a l ("f / A r
° cop
o
F Peevlous P
r 1 e n i
APPROVED e 9 00 /
J J �rlvewa � � l k5 -_.: ...
ROVED, .BI ; r ( ) o r, � I
I I
b f
LEXINGTON PLANNING BOARD
e
Bit.
i
I
r
4 Id 1
a
i
a
r
Con Sidewalk T I
r 55
a
-e
aro9 1 0
I G ss u u T X MAP 5 LOT
o
THIS PLAN IS SUBJECT TO a F 1 >
� n - A CO VEN AN T DATED ------- - - - - -- � \ � � ,-- � �,. �..
7 e o o N F CITY OF CAMBRI GE'_
,: /
l
THIS P I
_ LA
N S S �
UBJEC
T TO A CERTIFICATE 0
FACTION DATED
i Q � d, \
Hn I S ro
l G
THIS PLAN IS SUBJECT TO - Ps \
A SPECIAL' PERMIT DATED _ � " \ \
}
r i �
1 l '
.:. : I / � w t U U ❑ teo -i , r . ,t� . , . S 2 .iec �
� I PROP. INFLTRATI FIELD # 2
\ r ' az I fiONSISTIN C OF 20p i i. QUCK4
\
S ANDARD FILTRk Oj? UNITS
i
FI� D SIZE.
i. \ ,rs � I 7 74 � 901
5
L. 182 ti$ U 7 -. \ I
P __
2 Car ) o \ \
A PRO t/ED \
20, o Garde ... cB�a ooabla \
\ \
'HIGH POINT ELEV =.184.45
\'
.SMH
_
I
g HIG H P 0 INT ,STA 4 +56,2 8 erw ous over
I STA 4175 m i� Drlvewo Y NN
PV ELEV - 184.84
I
\ V
\
\
\
\
A.D. ..3.61
1 -
PVI STA - 2 +50 �
.t < , r /
r, K 27.71 y P DM -3 1 \
PVI ELEV - 3 � - r.� s h \ '
182.30
_ -0.98
PA sr _
VI A 7150 m - \
A.D. .
100.00 Y !
PVI ELEV = 019 p ' \ ,
t3 . _ K ..50.96 r ,
/ f \
- Q (.
A.D. 1.11
Car
\ ,
I
/ \
_ 50.00 VC. : x Garage
K 90.22 � i o
) a p I
4
3
o
190 -�--- 100.00 VC .- N ry - N o I <a s S ( 83) r Plop. 6 Foot YPtde
_ D
ao w subject to City of
.t row 3 ql
v o S /
,.v o
--.- A o A rvcl
ao _ , - l-
ro � �.0
t0 N - -
w
� U
ro
U
gg B
O] NF .-WPr C e
N
+
o ush d
h � V P
.- h oD > .. F iJ! - - - n / ' Pro . Sewa e
U N > to :: R Ston Are P 9 ..
I
I W 2 ,� ` � 7
I m Hydrant
O 9
r � O
.-. h N + � Yd U N rrtt -- c _ Grinder Pump St tt n
- -'. O F 1 R 178.42 P 4
d1 .: m :. > Ij fr
Wit
ac v J � N cY U o >-_.. \ z -3
Prot
O } WSto. 4+17 21.$LW DMH -1 5 _ CB
N oz to o0 I U } W C L ( [ , PMH 2 nv
O. a7 W N - .. Prop. Core. y.
to V' > - d' - Generate ad I \
: cp Co .- o I to W -,. ._ a ..
m v. w Pro :Centerline Grade
_
in n �o w P G de \ l
U U F : �m o Prop. 11ataral Prop. Underground \ PrC
' R 2 > m a) - . \ ', 4 A efnbly `.. Propane Tank I SIC
:. mm Vl W ,q yN t 5 - r.
fj ra
m + F
010 1+0 r' o .4 -�t7 --_. � . ____ I , _ BOG
M ro o t 8q N __
F _
Ex. Centerline Grade
�---
0 0 - ¢ ..:I- S Site Distance -:: Si e a - Pro . a section or -
¢ to _'� i
L O > 4 0 Stonewall to be removed
¢¢ _ F d ._ _ 0 FT 3 o d p o �_ E
\ 00 FT r , 2 t ry -
"- � � F � � ' f for Utlllt Access - \
_� iV �'F'Y �TIirF-E F-- Ye, I
`. de _
180 T � ._ „`,
1.00% 0
l"f
..: � Pro 8" x8 x8 Tee
\ P e PROP. I FI TIO €LD
I N LISA NCI _.
-� to be Triple Gated
3.0 8 � -
i � CONSISTING OF 99 ,QUICK4
'' CLOI ,
CO H STANDARD INFILTRATOR 15
A R UN IS
i
m
R
s
9
: ... / °FIELD SI E. 10.49 133.0' \
c AI
1% I N / Z X {\
_ HDPE.AR: I
_. PROP. BANK 0 4 CONDUITS � 1
L
g .,
aR 01 GENERAL NO -
N I. g_0 _ TELEPHONE, EL ..1RIC, CABLE, TES <
I
_,187
+ Q L AND POTENTIAL
�, V ' TURE, UTILITY
IN ' 5 ,
DR V.=177.581-/
TE
S
A IN
8
1
EXISTING WATER _ ) RAND SEWER
o I --- SERVI C ES TO EXISTING HOMES" TO BE j I
x
to w BE CUT
,. '_VC AND CAPPED AT THE RESPECTIVE
8
SD 35 I MAIN.
PROP. �C P. ANK OF 4 C _ 0
ONDUI S
L
4
� TELEPH NE, .ELECTRIC CAB _ >
E, INV, -114. 4 �/t�
AND PO N }
T1AL'FUTURE UTI iY
Y'tJ tJ /'� j�� /y �N
a�► 111 lO STREET
INV.= 173.99 ,
_
d L'J T
I
iN .- 173.56 1 .
- 8 " SDR 35 PVC S -0.01
BALANCED HOUSING RESIDENTLIL EWJL
70,GR1 DER PU S 0
..170 ------
- YO UT 1i 1' ®F'I
P
/
- - - -- OWN CLER K
OF THE T OWN OF
LOCATED IN OF L E XlN G TON , MASSACHU S E TTS
HEREBY CERTIFY THAT THE NOTICE OF �r
LEXINGTON, 111AAS
I APPROVAL OF THIS P , SACHUS�,T S
LAN BY -THE LEXINGTON PL
- ANNING BOARD
n,
I I HAS BEEN N RE G E
l VE D
AND
RECORDED AT
THIS OFFICE o MID
AND NO NOTICE (MIDDLESEX COUNTY
�, cmL' � i )
DATDlf FEFV ` I OF APPEAL WAS RECEIVED
DURING THE TWENTY DAYS Nn416BB
' 165.00
I - NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE
`
PREPARED FOR
N ss t
�, M � /o ALE CONSTRUCTION,
. _ M �' � N NORTH SHORE' RESIDENTIAL
.M .. -�N :.pN.. c\iW �>� -:�,na OV- , O'- /<O� INC
i. 00 � o n • .
loo h ... - '_a7 N 00 03 rp W es. 00
do 1 03 SCALE. > _ T
40 DATE. NOI. 20 2015
'
TOWN CLERK, DA E:
T
PREPARED BY
O +No
1+00
2 +00
3t00 '
,
4+00
I
5 +00
I
A7
GRAPHIC SCALE TILLI VAN
ENGINEERING 'GROUP LLC
SCALE. 1'--40'
P.O. BOX 2004
REVISIONS I/ /S
/U
F ,
NS
I
E T I
E
a
0 2
1voBu
4 0
40
ea
160
I I
PROFILE = _
I_; / E 1
, ( 40 HORIZONTAL 1 4 VERTICAL)
2
311110
PER 8 -
R OARD COMMENTS M N TS
JDS
JDS "
1
2816
PER BOARD. MMEN � S
.JDS
JDS
NO.
DA
D :SC I ON
BY
CHK'D
N, MA 01888
781 854..8644
r �
I
SHEET No. 5 OF 13
4�76
S D
' I
j
I I
i
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6 _47
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