20190224 Ver 1_BUFFER IMPACT MAP_20190404

GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
L egen d
o HEAVY DUTY CONCRETE PAVEMENT (SEE
o ° TYPICAL SECTION)
NEA VY DUTY ASPHALT PAVEMENT (SEE
TYPICAL SECTION)
546
PROPOSED SPOT ELEVATION
540
FINISHED GRADE CONTOUR
54
EXISTING GRADE CONTOUR
PROPOSED STORM PIPE
18" ROUND A2000 PVC
M%'
RIP -RAP. SEE CHART.
18" CURB AND GUTTER. SEE DETAIL.
— —ZONE 1 — — 30' RIPARIAN BUFFER
i -
-ZONE 2 50 RIPARIAN BUFFER
I
—ZONE 3 700' RIPARIAN BUFFER
BUFFER IMPACT EXTENTS
\ DOCK EkSTING
COVERED
CONCRETE BUILDING
-
/j - _ 77--- / -
/ 45.03' �
ti — — COVERED
!/ CONCRETE
,>
coNDRETE � I \\ v - - v i � - - - - - mom
15 R.
358. 5 I 358.75 15" Rcp
w D mom
� /
95.53"
/ I
27.17'.
-
/ I — I 358.65 \ _ — 358.65 — / / 3585 E —
\ ASPHALT PAVEMENT
— --
/ 12.00' \ 358 - — —' — �j /
(o l '� / I /
/A
/
---
\ `��
/ -
I
I
o I
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lk
X55---
/ BLDG
/
zo/vF
TAM< TANK � 3 -- � ' � / /
A_ —
J50.-35-
352.50
50 35
\_
352.50
\ \ V A v V BOTTOM EL
\ \
/ �/ \ 348 =345.0 349 OTTQM�L
'
BOTTOM EL �-- =344.00
L7_\ _ 347.00
349
\ \ \ \ \ �\ —_-- �E 2� ^' 352
o \ \ \��--_ -_-_ ------ �`-' 353-
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7
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BUFFER IMPACT MAP
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PROJECT NO. 18.011
SCALE: 1"=20'
DRAWN: HB
REVIEW:
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SHEET 1 OF 1