HomeMy WebLinkAboutEngineered Plan - 2017R=13.98 1
1.=11.30 A I
L =11.36 e A.P. MAP 31 LOT 62.2
I 1 EL=18.64
i=18.18
/ (OUT) 2
BUSINESS DISTRICT (B2) OUT DESIGNED BY: JBC
14.�
CHECK T Y:
/ - TP B PRH
94' 8.T
1 -
m �. 50
e_
/
18.64'
18.64'
SEWER
INVERT AT FOUNDATION (SEPTIC TANK #2)
18.75'
18.80'
SEWER
iv
14 BERRY A VE. , -
18.40'
18.40'
/
o
(ei 2" CPE
18.15'
1
U ti
c
1
N/F .
PROP. D -BOX
18.50'
❑
-
1
18.30'
18.24'
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j
NINE REMAINDER llI LLC
NINETY
17.10'
17.17'
/
PIPE 1
I
1=17.17 (IN
17.00'
SEWER
INVERT
BEG. LEACHING LINE (L-.1)
' 14585- PG. 274
16.96'
1
INVERT
END LEACHING LINE (L-1)
16.63'
16.61'
SEWER
INVERT
' o
1=17.00 (OUT) )
16.96'
s�
`o
PROP. 1,500 GALLON
16.63'
16.61'
v
co
1=17.2
1
4,
BUSINESS DISTRICT .(B2)
BIT. CONC.
LA!/
SW -1
rn
I=18.50 (IN)
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p
PARKING LOT
BIT. CONC.
PARKING LOT -
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i
DUMPSTER
X x
PAD.
Y
00"99
TP s
T
,;RESTAURAN»
1=18.24 (OUT)
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x x
1
SW -2
1
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R=13.25
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1
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B CC
1.=10.73
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70.79'
30.2'
BUSINESS DI�TRICT(B2)
I.
1
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CB
59.7' 3' ❑
1
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1
1
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/
1
R=16.52
52
10 LF
1
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I
1=170.85
s
12" CPEO .
1
1
/
g
.S=.0307'
CB
/
116
-
R=15.96
CB
N
Co
1.=13.16
SC H 40 PLJ
1
1
R. =20.59
POINT OF
BEGINNING
SURVEY SPIKE SIGN
(SET)
�� M
S=.009 /
LP./CAP
/259.85'
BCC
�
-- S8427'13'E
A. P. MAP 31 LOT 62.1.2
(SET129.84'
-
19 1 F
I 1 EL=18.64
i=18.18
/ (OUT) 2
BUSINESS DISTRICT (B2) OUT DESIGNED BY: JBC
14.�
CHECK T Y:
/ - TP B PRH
94' 8.T
1 -
m �. 50
e_
i
® 1 I IIJ JI JI LIVI I IrNJ ULLII UUIXJ I II\UU. 1 LU Iil l UMI LJrlilUL VV
DESIGN As -BUILT 310 CMR 15 000 THE APPROVED DESIGN PLANS AND Al L
SEWER
/
18.64'
18.64'
SEWER
INVERT AT FOUNDATION (SEPTIC TANK #2)
18.75'
18.80'
SEWER
iv
SEWER INVERT
18.40'
18.40'
SEWER
INVERT
OUT OF SEPTIC TANK #1
18.15'
18.18'
SEWER
VENT o 1
INTO SEPTIC TANK #2
PROP. D -BOX
18.50'
❑
-
EL= 18.80
18.30'
18.24'
1.
j
INTO D -BOX
17.10'
17.17'
SEWER
PIPE 1
I
1=17.17 (IN
17.00'
SEWER
INVERT
BEG. LEACHING LINE (L-.1)
16.90'
16.96'
1
INVERT
END LEACHING LINE (L-1)
16.63'
16.61'
SEWER
INVERT
BEG. LEACHING LINE (L-2)
1=17.00 (OUT) )
16.96'
s�
`o
PROP. 1,500 GALLON
16.63'
16.61'
v
1=17.2
CONC. SEPTIC TANK#2
o
BIT. CONC.
LA!/
I=18.50 (IN)
p
PARKING LOT
/
1=17.2
TP s
TP
1=18.24 (OUT)
TP
1
/
uP
1
B CC
#37
84s .
70.79'
30.2'
BUSINESS DI�TRICT(B2)
° m
Lp,
59.7' 3' ❑
�k•
1
J
1
52
10 LF
1
_
��
" SCH 40 PVC
BCC.
I
1=170.85
s
.S=.0307'
M
116
CB
4"
SC H 40 PLJ
1
R. =20.59
POINT OF
BEGINNING
SURVEY SPIKE SIGN
(SET)
�� M
S=.009 /
LP./CAP
/259.85'
-- S8427'13'E
(SET129.84'
-
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® 1 I IIJ JI JI LIVI I IrNJ ULLII UUIXJ I II\UU. 1 LU Iil l UMI LJrlilUL VV
DESIGN As -BUILT 310 CMR 15 000 THE APPROVED DESIGN PLANS AND Al L
SEWER
INVERT AT FOUNDATION (SEPTIC TANK #1)
18.64'
18.64'
SEWER
INVERT AT FOUNDATION (SEPTIC TANK #2)
18.75'
18.80'
SEWER
INVERT
INTO SEPTIC TANK #1
18.40'
18.40'
SEWER
INVERT
OUT OF SEPTIC TANK #1
18.15'
18.18'
SEWER
INVERT
INTO SEPTIC TANK #2
18.55'
18.50'
SEWER
INVERT
OUT OF SEPTIC TANK #2
18.30'
18.24'
SEWER
INVERT
INTO D -BOX
17.10'
17.17'
SEWER
INVERT
OUT OF D -BOX (L-1 & L-2)
16.93
17.00'
SEWER
INVERT
BEG. LEACHING LINE (L-.1)
16.90'
16.96'
SEWER
INVERT
END LEACHING LINE (L-1)
16.63'
16.61'
SEWER
INVERT
BEG. LEACHING LINE (L-2)
16.90'
16.96'
SEWER
INVERT
END LEACHING LINE (L-2)
16.63'
16.61'
LOCAL REQUIREMENTS, AND THAT ANY CHANGES TO THE DESIGN SEPTIC SYSTEM
PLANS 'HAVE BEEN REFLECTED ON THE AS -BUILT PLANS WHICH
AS -BUILT PLAN
HAVE BEEN SUBMITTED TO THE YARMOUTH BOARD OF HEALTH.
® AS -BUILT FIELD MEASUREMENTS PERFORMED ON 01/20/2017.
CDG PROJECT #: 16020