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j
0
/
DMH to
R=252.22
U
IIN-CBI=243.45
I(1 -DMH )) 244.20
/
1(OUT)=242.95
^V °Q4<\•
NEW
/
FES 1
ry y
STREET
/
1=242.44
TREE
(TYP.)
FES 3
1=242.25 LOT 1
'°r
e
DRAINAGE
EASEMENT
►01
j LAMP POST LOT 28
(TYP.)
LOT 27
fk/Sr
TEL., ELEC,
LOT 26
2Sg�H
& CABLE
�o
UTILITY
,n m
CLUSTER
$
I
o
o
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MAILBOX
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v
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/ (Typ•)
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m
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tin
m
o �
oo Z
S
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39.
WATER 1 - _ _ - -
CURB
Cl? a _SMH 4 SLOSTOP
PPED GRANITE C
(TYP.) / DMH 7
I/ DMH
4
LOT 2
oRa79 I(I ) sA54 LOT 3
? f (OUT)=246.29/ / LOT 4
S o2 yDE T /
NOTES:
/ 1. THE LOCATION OF EXISTING PIPES, CONDUITS, AND OTHER
J UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE
CORRECT AND ARE SHOWN BASED ON CONTRACTOR'S RECORDS
AND THE BEST APPROXIMATION OF THE ACTUAL LOCATION
FROM A FIELD SURVEY.
2. ALL UNDERGROUND UTILITIES, CONDUITS, PIPES, ETC.
SHALL BE VERIFIED AND DIGSAFE NOTIFIED PRIOR TO ANY
280 EXCAVATIONS.
o =
\ ` OUTLET STRUCTURE
g TOP GRATE=245.10
\ S z I(18" ORIFICE)=241.91
tao• '8 1(6" ORIFICE)=241.22
`b tow I(OUT-18") 1=238.99
� � o
zzzz- - -
RE
SjREET �_ I
w
FES
1=237.25 r
e004aY
11ff °oe a \
�0 �� 9
0,
NEW WATER MAIN
TO PEACHTREE LANE EX SMH
I(IN)=232.45
n 8"X8"
TAPPING
SLEEVE
OV AND GATE
ce
�P R=249.0
1=245.9(12"PVC)
y Ai
SMH 1 y °°
R=248.94 � CEO
I(OUT)=233.36 ,Q p Q,
jy '`ry
0°
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y�S rn f< •yy TSS9N
2EET
PLAN VIEW - CHESTNUT ST.
SCALE: 1" = 40'
Ytz��
DMH 12
a
to
II
O N
n
n_
EXIST. FDN.
TF=272.65
\ LEGEND
2' OPEN SPACE A HYDRANT
JH 14
4 WATER GATE g
its Zi55 WATER CURB STOP
SEWER MANHOLE 0
i aDMH 13 LOT 21 LOT 20
LOT 18 DRAIN MANHOLE •
LOT 19 CATCH BASIN ■
DOUBLE CATCH BASIN
a2 �X
EXIST. FDN. ELEC., TEL. CABLE
?s. � TFIS2810{1 TF=280.49 ae
00
HANOHOLE CLUSTER
�z EXIST PD
IF*= ELEC. METER 13
UTILITY POLE W/ GUY
®
LIGHT POLE �
-�/CB 17
CB 16
CURB
AC UNIT
MH
It
1
00ANITE
22'
SMH 6
GAS METER
CB 15
SLOPED GRANITE CURB
1-
-- "
~
NEW STREET TREE
NEW TREE W/MULCH
70°
/.And
z
hry
to7
t00
goo
\
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+�
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y
m
EXIST. FDN.
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10D'-
EXIST. FT)N.
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°�'�.�
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low /�
STREET TRAFFIC SIGN
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-.-
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LOT 7/'"'
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tao•
LOT 10
GUARD RAIL
LOT 8=278.,4
LOT 9
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PROFILE VIEW IZONTALPEACHTREE LANE
HORVERTICAL SCALE: 1" = 4`
7+00 8+00
40 20 0 40 HOR.
4 2 0 4 VER.
20
WETLAND BUFFERS-
�' tq�.-- too'-
4"X4" POST W/PLAQUE
DRILL HOLE IN STONE BOUND o
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Ss Marchmionda
G
y & Associates, L.P.
Pam'
�p0
Engineering and
Planning Consultants
62 Montvale Avenue TEL: (781) 438-6121
Suite I FAX: (781) 438-9654
Stoneham, MA 02180
Email: engineering@marchionda.com
Website: www.marchionda.com
DATE: AUGUST 21, 2006
H:\PROJECTS\685-01\ASBUILT\PEACHTREE-AB-PPt.dwg
M. & A. NO.: 685-01 1 SCALE: AS NOTED
SHEET 1 of 4