HomeMy WebLinkAbout20081210 As Built 4 of 4LEGEND
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EXIST. ,39 $ g '°I�16
•cb• TF=270.39 I w
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`.s0 FORCE
MAIN v \ 9 +>
CLEAN
OUT
t'` c, la OUTLET CONTROL STRUCTURE
R=257.04
12" ORIFICE=253.61
�' DMH 223 >S 52 LF ti 5" ORIFICE=252.03
y R=249.82 12" HOPE ° o i(OUT)=252.11
Nn 1(IN)=246.92 S=.10'/,
I(OUT)=245.40.3 14 �a 4'i'r / Op 4�8
>4q
74
a
3 12 DMH 21 `; >4F I J `"• 4...6
R=249.84 sy '3 1419
t, I(IN)=244.80
u
3 1 j i(OUT)=244.69,- • �. O� �' g � N -
�/ / 3 144
sti 14C . °i'� OVQ?• DR. & UTIL. EASEMENT
yn.�LOT UNE 4-.
LOT UNE/DR. & U11L. EASEg ox Nv S N
O , SMH � 69'
51' /� ry� P �02- yd 85 LF R=251.7 , D_ J
,z1' ^ 1;"� 6" PVC I(IN-4")=244.71
S=.005/, 1(OUT-6")=243.31
Q <v DR & UTIL EASE. 373' ,
3..g /(f/ / • /� o/ •.Ory DE BLDG. DECK o 4�
APPROX. LOCATION / °p nm UNIi61 GARAGE ,UNIT$B2 Jb fir\
PUMP CHAMBER RE A2 96 REA ST ` 98�REA ST. X
I(IN)=2428 '° / Q 92 REA ST. \ p
/ GARAGE d' c 'g ... Ri $• \
a0 ` r
s
SMH 3_8 NO'• ( O m
R=248.6 'S
I(IN-47)=244,07 5 O UNIT B3
I(OUT-6")=243.76
_ DMH 20 3 00 REA ST.
3) R=249.62 F 2, 4 ULCH
TO a�+ I(IN)=244.55
'CST I(OUT)=244.66 Cry 'YOgc� •$`
S UNIT Al
u 90 REA ST. 25 LF �!'\'Lv `\ ,p •Or ''b
N
h
O •� 6" PVC !i !�, 81 0 GARAGE
$ 4 S=.038/, F 2r
' 9 _
Jr-$ / S7• j 2.. j SF��2\ R. & L. EAS .
DMH 19
rx R=248.52 !' 79'
I(IN)=244.52 ?�
Jr-, ` / `•1'® 54 / I(OUT)=244.43 j 1=243.27
CB 22
/ R=247.53 10 LF
1=244.20
1 12" PVC ' °g°° �O, f
t �• 2s _ 2r 1 /� S=.01'/. 1=``243.41 1 !y
3 ~" • �„,r ' ` 15 STORMCEPTOR `>2) Ct
t' R=248.09 //1=243.27 w ;g
I(IN)=244.10
I(OUT)=243.96 8 LF " P
3 3 3 Z J 1g t' 12" HDPE VC
3•�••,•^,. 2..j1 S="018'/,/
CS 25
t 2-.s 2�7 _ B"�„► 2�g 2`1 =2 5.63 -
~�� 1=24251 J S
' A F 'cc- az sz -` .rz ,sz sz 0 `P
S/J u 8 LF
12 HOPE
S=.005'/,
4t• sir --- 50" '�- �. _
NCO
�R
`/ i� 1 tOG ted
pp•
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a�3
23
!47.73
"
14.36
1
O P
1
I
12" PVC
S=.02'/, f
4" PVC >r
4_1
5 LF
12" PVC
S=.015'/,
STORMWATER
\
TREATMENT
SWALE
=242.15
CB 24
23 LF
12" HDPE
S=.032'/,
DMH 24
R=245.86
1(IN-CB24)=242.17
NOTES:
1. THE LOCATION OF EXISTING PIPES, CONDUITS, AND OTHER
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
EXCAVATIONS.
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-26
------\----__-$ __-- - _-_--- ---_ 40 20 0 40 HOR.
PLAN VIEW - CONDOMINIUM SITE & DETENTION BASIN #2 4 2 0 4 VER.
SCALE: 1" = 40'
OF"`M�'.a
STF,PHENM. AN
a MELESCIUC `y
No.39D49
ANp rT�tO
WATER GATE
$
WATER CURB STOP
SEWER MANHOLE
O
DRAIN MANHOLE
•
CATCH BASIN
■
DOUBLE CATCH BASIN
ELEC., TEL. CABLE
HANDHOLE CLUSTER
ELEC. METER
°
UTILITY POLE W/ GUY
LIGHT POLE
AC UNIT
GAS METER
NEW STREET TREE
NEW TREE W/MULCH
SLOPED GRANITE CURB
STREET/TRAFFIC SIGN
-
GUARD RAIL��
STORMWATER RECHARGE
STONE/RETAINING WALL
0000
AS BUILT CONTOURS
_-
EXISTING CONTOURS
- - - - -
PRE CONSTRUCTION
EDGE OF WETLANDS
WETLAND BUFFERS
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Marchmionda
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Associates, L.P.
Engineering and
e°•%,ilia :�:!�!i41�:S;
iin'PlanningConsultants
Montvale:438-6121
Suite I FAX: (781) 438-9654
Stoneham,02180
Email: enginee6ng@marchionda.com
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