HomeMy WebLinkAbout20240614 Lexington Road Subdivision Area Variance Revised Plans Grading and Drainage Plan 1031202514
FFG=2
5
2
.
5
0
FFG=252.50
FFG=252
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5
0
FFG
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0
FFG=250.5
0
FFG=250.00
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CB4
CB3A
CB3
CB6
CB1A
CB1
STORMWATER
QUALITY BASIN
1,000±CF
STORMWATER
QUALITY BASIN
1,000±CF
PROPOSED TWO STORY
SINGLE FAMILY HOME
WITH 2 CAR GARAGE
1,500 SF FOOTPRINT (TYP)
PROPOSED TWO STORY
SINGLE FAMILY HOME
WITH 2 CAR GARAGE
2,400 SF FOOTPRINT (TYP)
PROPOSED TREE CLEARING
AND LIMITS OF DISTURBANCE
(TYP). TOTAL AREA 3.25± ACRES
STORMWATER QUALITY BASIN TO
BE UTILIZED AS A TEMPORARY
SEDIMENT TRAP/BASIN DURING
CONSTRUCTION
STORMWATER QUALITY BASIN TO
BE UTILIZED AS A TEMPORARY
SEDIMENT TRAP/BASIN DURING
CONSTRUCTION
CB4
TF=248.40
I.I.(CB3)=245.90
I.O.(12")=245.90
CB5
TF=248.40
I.I.(CB4)=245.66
I.O.(12")=245.66
CB6
TF=246.50
I.I.(CB5)=243.70
I.O.(12")=243.70
CB3A
TF=249.80
I.O.=247.30
CB3
TF=249.80
I.I.(CB3A=247.18
I.O.(12")=247.18
CB2A
TF=251.00
I.O.(12")=257.50
CB2
TF=251.00
I.I.(CB2A)=248.38
I.O.(12")=258.38
FES
INV.
243.58
FES
INV.
242.00
FES
INV.
244.00
FES
INV.
248.50
FES
INV.
249.00
CB2A
CB2
FES
INV.
248.35
CB2
TF=252.00
I.I.(CB2A)=249.38
I.O.(12")=259.38
CB1A
TF=252.00
I.O.(12")=258.50
FES
INV.
249.35
12'±
12"
HDPE
S=0.5%
119'±
12"
HDPE
S=1.0%
250249
2
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196'± 12"
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119'± 12"
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S
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30±
36"
HDPE
S=6.0%
45±
36"
HDPE
S=1.0%
1 INCH = FT.
0 50 100
50
BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED:
"SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE
ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024.
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JOB NO. 21.32
DATE: JANUARY 2022
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RECORD PLANS
DATE SUBMITTED:
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