BR-0250 permit plans 2 1 24

BR-0250 (050149)
PROPOSED 4' BRIDGE
CAP At PTLE
3.5`
{TYP.j
CWS II RIP RAP SLOPING
ABUTMENT (TYP.{
2' THICK
BACKFILL 4W44ATIVE MATERIAL 1'
FLOODPLAIN IN
COIR FIBER MATTING
PLACED TO PROPOSED TOO
PROPOSED TOO
.� EXISTING CHANNEL BANK
I
L BEGIN R.P RAP STABIUTAnON
AND NATIVE OACRFILL
AT MIN. 5 SETBACK
FROM PROPOSED TpB
1:1 LAYBACK OF CLASS II RIP MP
TO ENOBENi KEYED IN ELEV,
CUSS U RIP RAP FOR
BANK EXCAVATION SFABIUL4TIDN
{TNROUGN BRIDGE LIMITS ONLY]
ENDBENi KEYED IN ELEV.
DETAIL NOTES:
1. FOR USE INHERE EXISTING ABUTMENTS AND BULKHEADS ARE TO BE COMPLETELY REMOVED
2. EXCAVATE TO FLOODPLAIN ELEVATION AS SPECIFIED ON PRELIMINARY GENERAL DRAWINGS
3. FLOODPLAIN STABILIZATION TO BEGIN WITH A 5' MINIMUM SETBACK FROM PROPOSED TOB
4. FOR ALL LOCATIONS OF CLASS II RIPRAP, FILL VOIDS WITH CLASS B RIP RAP
5. COIR FIBER MATTING TO BE INSTALLED OVER LIMITS OF FLOODPLAIN EXCAVATION
AND AREAS BACKFILLED WITH NATIVE MATERIAL
F
3 TEMPORARY SURFACE WATER IMPACTS (-L-)
PERMANENT SURFACE WATER IMPACTS (-L-)
~` TEMPORARY SURFACE WATER IMPACTS (-DET-)
now
tn•

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
149
-L- 11+95 - 12+20
PROPOSED BRIDGE
< 0.01
< 0.01
36
TOTALS*:
< 0.01
< 0.01
36
0
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

BR-0250 (130252)
n d' RRI:H3E
Wf PILE
[LASS II RIP RAP SLOPING
ABITWNT ffV)
T' THICK
BACKFILL WWATNE MATERIAL,'
FLOOOPLAIN ELEV-
COIR FIBER MATIING
PLACED TO PROPOSEE) TOO
PROPOSED TOB
EAISUNG CHANNEL BAI
i
BEGIN RIP RAP STABIUTATION i
AND NATIVE BACKFILL
AT MIN. 5' SEf&1CK
FROM PROPOSED idB
1:1 LAY BACK OF CLASS II RIP RAP
TO ENDBENT KEYED IN ELEV.
CLASS RIP RAP FdR
BANK EXCAVATION STABRIIATIDN
{THROUGH BRIDGE LIMITS ONLY)
ENDBENT KEYED IN ELEV-
DETAIL NOTES;
1. FOR USE WHERE EXISTING ABUTMENTS AND BULKHEADS ARE TO BE COMPLETELY REMOVED
2. EXCAVATE TO FLOODPLAIN ELEVATION AS SPECIFIED ON PRELIMINARY GENERAL DRAWINGS
3. FLOODPLAIN STABILIZATION TO BEGIN WITH A 5' MINIMUM SETBACK FROM PROPOSED TDB
4. FOR ALL LOCATIONS OF CLASS II RIPRAP, FILL VOIDS WITH CLASS B RIP RAP
S. COIR FIBER MATTING TO BE INSTALLED OVER LIMITS OF FLOODPLAIN EXCAVATION f C \
AND AREAS BACKFILLED WITH NATIVE MATERIAL
F/
. -
�-� c
L C C ! �—
-s.
® TEMPORARY SURFACE WATER IMPACTS (-L-)
PERMANENT SURFACE WATER IMPACTS (-L-)
mac,
TEMPORARY SURFACE WATER IMPACTS (-DET-)

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
252a
-L- 12+26 - 12+71
PROPOSED BRIDGE
< 0.01
< 0.01
52
252b
-L- 12+26 - 12+72
DETOUR BRIDGE
< 0.01
TOTALS*:
< 0.01
< 0.01
52
0
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

BR-0250 (940231)
g. F
WINy�lswlr• . •.r
\
�t.
PROPOSED d' BRIDOE
CAP Ai PILE
CLASS II RIP ILAP SLOPING
ABUTMENT {TW.)
2' THICK
�Ali
UNCLASSIFIED STRUCTURE EXCAVATION
- BACKFILL %MATIVE MATERIAL 1'
FLOODPLAIN ELEV
COIR FIR MATDNG
PLACEDO PROPOSED TOO
PROP95ED TOO
� E]CISTING CHANNEL BANK
OEGIN RIP RAP $TAOIUTATION -�
AND NATIVE BACKFILL
AT MIN.5'SETBACK
FROM PROPOSED ipR
1:1 LAY BACK OF CLASS II RIP RAP
Tp ENOBENT KEYED IN ELEV.
CLASP U RIP RAP FOR
BANK ELCAYATION 51.. .N
{THROLICii BRIDGE LIMITS ONLY]
ENDBENT KEYED IN ELEV_
DETAIL NOTES:
1. FOR USE WHERE EXISTING ABUTMENTS AND BULKHEADS ARE TO BE COMPLETELY REMOVED
2. EXCAVATE TO FLOODPLAIN ELEVATION AS SPECIFIED ON PRELIMINARY GENERAL DRAWINGS
3. FLOODPLAIN STABILIZATION TO BEGIN WITH A 5' MINIMUM SETBACK FROM PROPOSED TOB
4. FOR ALL LOCATIONS OF CLASS II RIPRAP, FILL VOIDS WITH CLASS B RIP RAP
S. COIR FIBER MATTING TO BE INSTALLED OVER LIMITS OF FLOODPLAIN EXCAVATION
AND AREAS BACKFILLED WITH NATIVE MATERIAL
T
NAD
,
83/ 2011
u �
® TEMPORARY SURFACE WATER IMPACTS (-L-)
PERMANENT SURFACE WATER IMPACTS (-L-)
TEMPORARY SURFACE WATER IMPACTS (-DET-)
• w -

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
231
-L- 12+39 - 11+42
PROPOSED BRIDGE
< 0.01
< 0.01
9
TOTALS*:
< 0.01
< 0.01
9
0
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb