HomeMy WebLinkAbout2017 Apr 20 - Engineered As-Built Plan(SET)
N84 27'I3 W
162.62
- „ 8" PINE
cB
Z
1
r
R=13.98 i y
/ BUSINESS: DISTRICT (82) 1=18.18 (OUT) L2. t�=1tS.b4.
I
1
f
I JBC
14.7' TP DESIGNED BY:
4
CHECK
94, 8.T ® 1 B PRH
1 ? n T► 50 io 1 1
Y: 11
- /A .. II • I I - / V /\ \ . ` 'rl 1 If- QCLLICO Mn/COT 11 ■ If 1
l\V\.J I LV 11 14 \VVIV[ 1 LI!'llVliL 9Y111 1
1 DESIGN AS—BUILT
SEWER.
INVERT AT FOUNDATION (SEPTIC TANK #1)
18.64'
L=11.30 (A)
SEWER
INVERT AT FOUNDATION (SEPTIC TANK #2)
18.75'
18.80'
SEWER
INVERT
INTO SEPTIC TANK #1
18.40'
18.40'
SEWER
L =11.39 (B)
OUT OF SEPTIC TANK #1
18.15'
18.18'
SEWER
INVERT
INTO SEPTIC TANK #2
A.P. MAP 31 LOT 62.2
18.50'
SEWER
INVERT OUT OF SEPTIC TANK #2
18.30'
18.24'
SEWER
INVERT
si-N
17.10'
14 BERRY A VE.
SEWER
/2"
OUT OF D -BOX (L-1 & L-2)
CPE
1
17.00'
i
INVERT
1
N F
16.96'
SEWER
INVERT
END LEACHING LINE (L-1)
16.63'
16.61'
SEWER
COM
BEG. LEACHING LINE (L-2)
NINETY NINE REMAINDER III LLC
16.96'
SEWER
INVERT
END LEACHING LINE _ (L-2)
16.63'
16.61'
BK. ' 14585 PG. 274
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x
1
1
BUSINESS DISTRICT .(B2)
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: SW 1
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BIT. CONC. °,
PARKING LOT
I DUMPS TER
PAD
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clo
793; RESTAURANT"
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1
1
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CB
R=1325
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L_J
SW -2
L=10.73
m
_
/
NN
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ce
R=16.52 I
1
1
.
4=1J.82
1
/
-
TP
12 CPEI
R=15.96
/
�L=1316
1
1
/
A. P. MAP 31 LOT 62.1.2
BCC
A
459 ROUTE 28
__. 12_LF
/ BUSINESS: DISTRICT (82) 1=18.18 (OUT) L2. t�=1tS.b4.
I
1
f
I JBC
14.7' TP DESIGNED BY:
4
CHECK
94, 8.T ® 1 B PRH
1 ? n T► 50 io 1 1
Y: 11
- /A .. II • I I - / V /\ \ . ` 'rl 1 If- QCLLICO Mn/COT 11 ■ If 1
l\V\.J I LV 11 14 \VVIV[ 1 LI!'llVliL 9Y111 1
1 DESIGN AS—BUILT
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'
310 CMR Ii.000,, THE APPROVED DESIGN PLANS AND ALL sHEET.
LOCAL REQUIREMENTS, AND THAT ANY CHANGES TO THE DESIGN SEPTIC SYSTEM
PLANS HAVE BEEN REFLECTED ON THE AS -BUILT PLANS WHICH
HAVE BEEN SUBMITTED TO THE ,YARMOUTH BOARD OF HEALTH. AS -BUILT PLAN
AS—,BUILT FIELD MEASUREMENTS .PERFORMED ON 01/20/2017.
CDG PROJECT #: 16020