20171045 Ver 1_Key Mill Construction Plans_2019.01.28_20190408

Surry County, NC
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Bleck water SITE
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Vicinity Map
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BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
Key Mill Mitigation Site
Surry County, North Carolina
for
NCDEQ
Division of Mitigation Services
Environmental
Quality
Preliminary Plans
January 15, 2018
Sheet Index
Title Sheet
0.1
General Notes and Legend
0.2
Project Overview
0.3
Typical Sections
1.1-1.11
Stream Plan and Profile
2.1-2.23
Grading Plan
3.1-3.8
Erosion and Sediment Control
4.1-4.8
Planting and Fencing Plan
5.1-5.9
Details
6.1-6.16
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
1430 S. Mint St., Ste. 104
Charlotte, NC 28203
Aaron Earley, PE, CFM
704-332-7754
Surveying:
Kee Mapping & Surveying
Box P.O. 2566
Asheville, NC 28802
Phillip B. Kee, PLS
828-575-9021
Division of Mitigation Services
5 Ravenscroft Drive, Ste 102
Asheville, NC 28801
Matthew Reid
919-707-8976
DMS Project no. 100025
Yadkin River Basin HUC 03040101
USACE Action ID: SAW -2017-01504
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GENERAL NOTES
1. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL COMPLY WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
2. CONTRACTOR SHALL DISTURB ONLY AS MUCH CHANNEL BANK AS CAN BE STABILIZED WITH TEMPORARY SEEDING, MULCH, AND EROSION
CONTROL MATTING BYTHE END OF EACH WORKDAY.
3. CONTRACTOR WILL INSTALL PUMP -AROUND SYSTEMSTO DIVERT FLOW WHILE WORKING IN LIVE, FLOWING CHANNELS. CONTRACTOR SHALL NOT
REMOVE PUMP -AROUND SYSTEMS AND ADVANCE TO THE NEXT WORK AREA UNTIL THE CURRENT WORK AREA IS COMPLETED AND STABILIZED. IF
FLOW IS NOT SUFFICIENT AT THE TIME OF CONSTRUCTION TO CAUSE SEDIMENTATION TO DOWNSTREAM WATERS, PUMP -AROUND OPERATIONS
WILL NOT BE REQUIRED. IN THESE CASES, ROCK SILT CHECK DAMS WILL BE INSTALLED NEAR THE DOWNSTREAM EXTENT OF THE WORK AREA FOR
THE CURRENT PHASE. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO ENSURE THAT STORM FLOWS DO NOT DAMAGE WORK AREAS OR
CREATE SEDIMENTATION OF AQUATIC HABITAT.
4. LOCATIONS FOR STAGING, STOCKPILE AREAS, AND STREAM CROSSINGS HAVE BEEN PROVIDED. ADDITIONAL OR ALTERNATIVE STAGING AND/OR
STOCKPILE AREAS AND STREAM CROSSINGS MAY UTILIZED BY THE CONTRACTOR PROVIDED THAT ALL PRACTICES COMPLY WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND ARE APPROVED BY DESIGNER PRIOR TO IMPLEMENTATION.
5. VEGETATION LOCATED ON SITE TO BE USED AS TRANSPLANT MATERIAL (JUNCUS, ALDERS, SMALL TREES, AND SOD MATS) SHALL NOT BE
DISTURBED UNTIL CONTRACTOR IS PREPARED TO INSTALL TRANSPLANTS.
6. CONTRACTOR SHALL NOT EXCEED THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
7. VARIOUS TYPES OF CONSTRUCTED RIFFLES AND CASCADES ARE SPECIFIED ON THE PLANS. CONTRACTOR WILL BUILD THE SPECIFIC TYPES OF
CONSTRUCTED RIFFLES AT LOCATIONS SHOWN ON THE PLANS. CHANGES IN TYPE MUST BE APPROVED BY THE DESIGNER.
8. TOPSOIL WILL BE HARVESTED TO THE EXTENT THAT IT IS ENCOUNTERED IN DEPTHS SUFFICIENT TO WARRANT THE EFFORT. CONTRACTOR WILL BE
PAID ONCE TO HARVEST AND ONCE TO APPLY TOPSOIL.
9. FERTILIZER AND SOIL AMENDMENT IS DISCUSSED IN THE PERMANENT SEEDING SPECIFICATION. LIME AND FERTILIZER WILL BE APPLIED TO ASSIST
WITH GRASS ESTABLISHMENT IN SOME OR ALL DISTURBED AREAS. THE LIMITS OF APPLICATION WILL BE DETERMINED BY THE DESIGNER IN THE
FIELD.
10. LEAF LITTER WILL BE HARVESTED FORM ADJACENT WOODED AREAS AND APPLIED TO THE PROJECT SITE. THE CONTRACTOR WILL BE PAID BASED
ON AREA OF COVERAGE. THE CONTRACTOR WILL BE EXPECTED TO HARVEST LEAF LITTER UNTIL SUPPLY HAS BEEN EXHAUSTED FROM REASONABLY
ACCESSIBLE AREAS ADJACENT TO THE SITE.
11. TEMPORARY HAUL ROADS SHOWN IN PLANS ARE BASED ON EXISTING CONDITIONS. HAUL ROADS ARE TO BE UNINSTALLED AS CONSTRUCTION
PROGRESSES FROM UPSTREAM TO DOWNSTREAM. HAUL ROADS ARE NOT INTENDED TO BE LEFT IN PLACE ONCE PROPOSED STREAM CHANNELS
ARE CONSTRUCTED.
Existing Features
Existing Bedrock
Existing Road
Existing Debris Pile
Existing Treeline
r r r
Existing Pond
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL COORDINATE WITH ENGINEER TO SETUP MEETING WITH REGIONAL (WINSTON-SALEM) NCDEQ OFFICE FOR PRE -CONSTRUCTION SEC MEETING.
2. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1.800.632.4949) BEFORE ANY EXCAVATION.
3. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
4. INSTALL CONSTRUCTION ENTRANCES, STAGING AND STOCKPILE AREAS, TEMPORARY ACCESS ROADS, EROSION AND SEDIMENT CONTROL PRACTICES, AND STREAM
CROSSINGS AS INDICATED ON THE PLANS FOR WORK AREAS.
5. SET UP TEMPORARY FACILITIES, LOCATE EQUIPMENT WITHIN STAGING AREAS, AND STOCKPILE MATERIALS NEEDED FOR THE INITIAL STAGES OF CONSTRUCTION WITHIN
STOCKPILE AREA(S).
6. INSTALL AND MAINTAIN ONSITE RAIN GAUGE AND LOG BOOKS FOR NPDES AND SEC PERMIT REQUIREMENTS.
7. CONSTRUCTION SEQUENCING SHALL BE DETERMINED BY THE CONTRACTOR AND THE CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE ENGINEER PRIOR TO
COMMENCEMENT. PONDS SHOULD BE BREACHED AND DRAINED PRIOR TO STREAM CONSTRUCTION THROUGH SILT BAGS.
8. PERFORM ANY NECESSARY CLEARING AND GRUBBING IN PHASES AS WORK PROGRESSES. BANK VEGETATION AND VEGETATION IMMEDIATELY ADJACENT TO LIVE CHANNELS
SHALL BE LEFT UNDISTURBED AS LONG AS POSSIBLE.
9. A PUMP -AROUND SYSTEM IS REQUIRED WHEN WORKING IN THE LIVE STREAM. INSTALL IMPERVIOUS DIKES AT UPSTREAM AND DOWNSTREAM ENDS OF PUMP -AROUND
LOCATIONS. THE PUMP -AROUND OPERATION SHALL BE PERFORMED BETWEEN THESE DIKE LOCATIONS.
10. PERFORM EXCAVATION AND GRADING OF CHANNELAND FLOODPLAIN.
11. STOCKPILE SOILAS NECESSARY. ENSURE THAT EROSION AND SEDIMENT CONTROL PRACTICES ARE PROPERLY INSTALLED AND FUNCTIONING IN STOCKPILE AREAS AS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLAN (SEC PLAN).
12. CONSTRUCT IN -STREAM STRUCTURES AND INSTALL RIFFLE AND CASCADE FEATURES ACCORDING TO PLANS, DETAILS, AND SPECIFICATIONS AS CONSTRUCTION PROGRESSES.
13. SEED AND/OR SOD, MAT, AND MULCH BANKS AND FLOODPLAIN AREAS ACCORDING TO PLANS AND DETAILS.
14. ONCE DISTURBED AREAS AND EXPOSED SLOPES ARE STABILIZED, REMOVE PUMP -AROUND SYSTEM, IF USED, AND PROGRESS TO THE NEXT PHASE.
15. BACKFILL ABANDONED CHANNEL SECTIONS WITH STOCKPILED SOIL. ALL NON-NATIVE, INVASIVE SPECIES SHALL BE TREATED AND/OR REMOVED FROM THE OLD CHANNEL
PRIOR TO BACKFILLING.
16. SEED AND MULCH OR SOD ANY BACKFILL SECTIONS BEFORE PROCEEDING TO NEXT PHASE.
17. ONCE ALL PHASES OF CHANNEL, FLOODPLAIN, AND WETLAND CONSTRUCTION ARE COMPLETE, PREPARE THE FLOODPLAIN FOR PLANTING PER THE SPECIFICATIONS.
18. APPLY PERMANENT SEED, MULCH AND VEGETATION IN THE FLOODPLAIN.
19. SEED, MULCH AND STABILIZE STAGING AREAS AND STOCKPILE AREAS.
20. REMOVE TEMPORARY STREAM CROSSINGS, STOCKPILE AREAS, AND EROSION AND SEDIMENT CONTROL PRACTICES ONCE PERMANENT SEED IS ESTABLISHED.
21. ENSURE THAT THE SITE IS FREE OF TRASH, DEBRIS, AND ANY LEFTOVER CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION.
22. DEMOBILIZE GRADING EQUIPMENT FROM THE SITE.
23. DEMOBILIZE ALL EQUIPMENT, OFFICES, BUILDINGS, AND OTHER FACILITIES ASSEMBLED ON THE SITE.
Proposed Features
Existing Thalweg
- - - -
Existing Property Line
-----100-------
Existing Major Contour
-- - - - - - - - - - - -
- Existing Minor Contour
OHE
Existing Overhead Electric
E _W)
Existing Power Pole
-TCE TCE TCE
Existing Temporary Construction Easement
X x
Existing Fence
-TCE TCE TCE-
Existing Storm Pipe
_________------
Existing Farm Road
Existing Wetland
Slopes Steeper than
x x
Proposed Fencing
Existing Tree
Existing Bedrock
Existing Road
Existing Debris Pile
Existing Treeline
r r r
Existing Pond
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL COORDINATE WITH ENGINEER TO SETUP MEETING WITH REGIONAL (WINSTON-SALEM) NCDEQ OFFICE FOR PRE -CONSTRUCTION SEC MEETING.
2. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1.800.632.4949) BEFORE ANY EXCAVATION.
3. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
4. INSTALL CONSTRUCTION ENTRANCES, STAGING AND STOCKPILE AREAS, TEMPORARY ACCESS ROADS, EROSION AND SEDIMENT CONTROL PRACTICES, AND STREAM
CROSSINGS AS INDICATED ON THE PLANS FOR WORK AREAS.
5. SET UP TEMPORARY FACILITIES, LOCATE EQUIPMENT WITHIN STAGING AREAS, AND STOCKPILE MATERIALS NEEDED FOR THE INITIAL STAGES OF CONSTRUCTION WITHIN
STOCKPILE AREA(S).
6. INSTALL AND MAINTAIN ONSITE RAIN GAUGE AND LOG BOOKS FOR NPDES AND SEC PERMIT REQUIREMENTS.
7. CONSTRUCTION SEQUENCING SHALL BE DETERMINED BY THE CONTRACTOR AND THE CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE ENGINEER PRIOR TO
COMMENCEMENT. PONDS SHOULD BE BREACHED AND DRAINED PRIOR TO STREAM CONSTRUCTION THROUGH SILT BAGS.
8. PERFORM ANY NECESSARY CLEARING AND GRUBBING IN PHASES AS WORK PROGRESSES. BANK VEGETATION AND VEGETATION IMMEDIATELY ADJACENT TO LIVE CHANNELS
SHALL BE LEFT UNDISTURBED AS LONG AS POSSIBLE.
9. A PUMP -AROUND SYSTEM IS REQUIRED WHEN WORKING IN THE LIVE STREAM. INSTALL IMPERVIOUS DIKES AT UPSTREAM AND DOWNSTREAM ENDS OF PUMP -AROUND
LOCATIONS. THE PUMP -AROUND OPERATION SHALL BE PERFORMED BETWEEN THESE DIKE LOCATIONS.
10. PERFORM EXCAVATION AND GRADING OF CHANNELAND FLOODPLAIN.
11. STOCKPILE SOILAS NECESSARY. ENSURE THAT EROSION AND SEDIMENT CONTROL PRACTICES ARE PROPERLY INSTALLED AND FUNCTIONING IN STOCKPILE AREAS AS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLAN (SEC PLAN).
12. CONSTRUCT IN -STREAM STRUCTURES AND INSTALL RIFFLE AND CASCADE FEATURES ACCORDING TO PLANS, DETAILS, AND SPECIFICATIONS AS CONSTRUCTION PROGRESSES.
13. SEED AND/OR SOD, MAT, AND MULCH BANKS AND FLOODPLAIN AREAS ACCORDING TO PLANS AND DETAILS.
14. ONCE DISTURBED AREAS AND EXPOSED SLOPES ARE STABILIZED, REMOVE PUMP -AROUND SYSTEM, IF USED, AND PROGRESS TO THE NEXT PHASE.
15. BACKFILL ABANDONED CHANNEL SECTIONS WITH STOCKPILED SOIL. ALL NON-NATIVE, INVASIVE SPECIES SHALL BE TREATED AND/OR REMOVED FROM THE OLD CHANNEL
PRIOR TO BACKFILLING.
16. SEED AND MULCH OR SOD ANY BACKFILL SECTIONS BEFORE PROCEEDING TO NEXT PHASE.
17. ONCE ALL PHASES OF CHANNEL, FLOODPLAIN, AND WETLAND CONSTRUCTION ARE COMPLETE, PREPARE THE FLOODPLAIN FOR PLANTING PER THE SPECIFICATIONS.
18. APPLY PERMANENT SEED, MULCH AND VEGETATION IN THE FLOODPLAIN.
19. SEED, MULCH AND STABILIZE STAGING AREAS AND STOCKPILE AREAS.
20. REMOVE TEMPORARY STREAM CROSSINGS, STOCKPILE AREAS, AND EROSION AND SEDIMENT CONTROL PRACTICES ONCE PERMANENT SEED IS ESTABLISHED.
21. ENSURE THAT THE SITE IS FREE OF TRASH, DEBRIS, AND ANY LEFTOVER CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION.
22. DEMOBILIZE GRADING EQUIPMENT FROM THE SITE.
23. DEMOBILIZE ALL EQUIPMENT, OFFICES, BUILDINGS, AND OTHER FACILITIES ASSEMBLED ON THE SITE.
Proposed Features
10+00
vvvvvvv
- t -
Proposed Thalweg Alignment
- - - - -
Proposed Bankfull
0
Proposed Major Contour
See Detail 4, Sheet 6.8
Proposed Minor Contour
Proposed Channel Plug
OD LOD
Proposed Limits of Disturbance
CE CE CE
Proposed Conservation Easement
-TCE TCE TCE-
Proposed Temporary Conservation Easement
- CE -XS CE -XS CE -XS
- Proposed Internal Crossing at Conservation Easement
Proposed Culvert
Slopes Steeper than
x x
Proposed Fencing
XProposed
Tree Removal
than 2:1, 14 days are
Proposed Terracell 140
Cattle Crossing
Slopes Flatter than
Proposed Road over Culvert
Proposed Structures
Proposed Various Constructed Riffles Per Plans
See Sheet 6.1-6.2
Proposed Brush Toe
See Detail 3-4, Sheet 6.4
Proposed Sod Mat
4�
See Detail 3, Sheet 6.5
vvvvvvv
Proposed Brush Mattress
v v v v v v 1
vvvvvvv
See Detail 4, Sheet 6.9
e
D
Proposed Boulder Toe
0 0
See Detail 4, Sheet 6.8
swales, ditches and
slopes
Proposed Channel Plug
None
See Detail 4, Sheet 6.3
Proposed Log Sill
®
See Detail 2, Sheet 6.3
4�
Proposed Temporary Crossing
Stabilization
See Details 1-2, Sheet 6.7
Site Area Description
Proposed Log J -Hook
e
D
See Detail 4, Sheet 6.2
Proposed Boulder J -Hook
swales, ditches and
slopes
See Detail 4, Sheet 6.3
None
Proposed Log Vane
See Detail 1, Sheet 6.3
(HOW)Zones
Proposed Rock Sill
00Q
See Detail 3, Sheet 6.3
Proposed Cover Log
Slopes Steeper than
See Detail 3, Sheet 6.9
Proposed Rock Vane
See Detail 2, Sheet 6.4
Proposed Lunker Log
® See Detail 3, Sheet 6.2
Erosion Control Features
Proposed BMP Inlet/Outlet Stabilization
See Details 2 and 3, Sheet 6.9
F , Proposed Haul Road
I I
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I I I Proposed Temporary Rock Sediment Dam
See Detail 3, Sheet 6.8
\-----�
Proposed Temporary Crossing
Stabilization
See Details 1-2, Sheet 6.7
Site Area Description
Time Frame
Exceptions
Proposed Construction Entrance
See Detail 1, Sheet 6.8
swales, ditches and
slopes
Pump Around System
None
See Detail 3, Sheet 6.6
SAF Safety Fence/Tree Protection
See Detail 4, Sheet 6.7
Temporary Silt Fence
IxI See Detail 2, Sheet 6.6
Ground Stabilization Requirements Per NCGO1
Stabilization
Stabilization Time Frame
Site Area Description
Time Frame
Exceptions
Perimeterdikes,
swales, ditches and
slopes
7Days
None
High Quality Water
(HOW)Zones
7 Days
None
If slopes are 10' or less
Slopes Steeper than
length and are not steeper
3:1
7 Days
than 2:1, 14 days are
allowed
Slopes Flatter than
7 days for slopes> 50' in
3:1
14 Days
length
Al l other areaswith
None (exceptfor
for
slopes <4:1perimeters
14 Days
and
Extensions of time may be approved by the permitting authority
based on weather or other site-specific conditions that make
compliance impractical
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PIN: 5936-00-05-7889
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100+80 101+00
101+50 102+00 102+50 103+00 103+50 104+00 104+50
1110
1105
1100
1097
105+00
= -----------
_ - - ;
l ° ----- 111------ -
5
-
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STA. 105+39
37 _ 37 — 37 _ 37 _ \ J1 / END BULL CREEK REACH 1A
- { 3J �— 37 37 _ 37 C:)
' START BULL CREEK REACH 1B
3A 3J-
°� FILL EXISTING CHANNEL
1titi� � 1108 11 Z �
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START BULL CREEK REACH 1A
% -EXISTING FENCE r-� �. _ ----1105-___-----------
PROPOSED
------ -
PROPOSED FORD CROSSING
TOP ELEV=1106.25
°�-
TIE IN PROPOSED C€ c _ �C
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FORD CROSSING AT 10:1 - ' —'�-
TO EXISTING THALWEG - _ - -� -- _-------------------- _
0' 2'
4' 6'
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40' 60'
(HORIZONTAL)
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m
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STA
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GROUND
5
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ELEV =
1103.58
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PROPOSED
GRADE
STA
=102+44
=
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1
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=100+95
ELEV
= 1105.37
STA
=
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1100.55
STA =
=
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1100.55
ELEV
ELEV
STA = 104+32
ELEV
= 1099.99
101+50 102+00 102+50 103+00 103+50 104+00 104+50
1110
1105
1100
1097
105+00
= -----------
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37 _ 37 — 37 _ 37 _ \ J1 / END BULL CREEK REACH 1A
- { 3J �— 37 37 _ 37 C:)
' START BULL CREEK REACH 1B
3A 3J-
°� FILL EXISTING CHANNEL
1titi� � 1108 11 Z �
/ \102 BULL CREEK \w
1Np0
0 5
T
STA. 100+95
START BULL CREEK REACH 1A
% -EXISTING FENCE r-� �. _ ----1105-___-----------
PROPOSED
------ -
PROPOSED FORD CROSSING
TOP ELEV=1106.25
°�-
TIE IN PROPOSED C€ c _ �C
CE
—�� \ E CE
FORD CROSSING AT 10:1 - ' —'�-
TO EXISTING THALWEG - _ - -� -- _-------------------- _
0' 2'
4' 6'
(VERT
ay
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
>.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
A
z-
ry6 u�
aWa �,z
my
aZti srE
�wm LL
1`i,

1110
1105
1100
1095
105+00
m
105+50 106+00 106+50
107+00 107+50 108+00 108+50 109+00
i
3] 37 30 10
3D 3D
37 30 - 37 T 30 - 3D,,- 3] 33 33 33>_ 30 31 31 ✓ �7 / i
r - I
STA 150+39
SEND BULL CREEK REACH 1A I
i
START BULL CREEK REACH 16
EXISTING TREE LINE
v,
i
REMOVE EXISTING FENCE
L
/
N - X
I
0' 2' 4' 6'
(VERTI—) (n
1110 A
0' 20' 40' 60' z 0` oro o
Z ..LL
NN°
(HORIZONTAL) �� o
_rvuu1Z
aw-YZmw
m�
a
Z ti 25
�wm LL
1105
1100
1095
109+50
1.
BULL CREEK - -
� r
/ x
�� ♦ ��� / / ;; IOgx��_ P� fix_
� U)
♦ LSV Op GQ' - x
/ =- rn
Al
i
�O L1J �l
FILL EXISTING CHANNEL p
U
_- - -
— -
--- - -
i
I '-----1100---' — i � ,_- - _
-
cE ------------ce -
�� 1100--
- / I
d c
�_, ,y1� eE
_ CE CE
i
'. _1 0
1� cE --�_- 10j _, __. -- --- - -
CECE
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.4 2.16
2.22
!.2 2.3 .23_2.7
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
ti
boLID
+
m
a
+
O
N
O1
O
O
II a
>
II
>
Ij
w
Q>
w
u
+
o
O
ao
F>
N
F
w to
J
w
En
E++
o
¢
w
w
W m
o
EXISTING
o
>
Q
>
00
+
+
COEn
m
o
GROUND
r
w
^11
n
0
PROPOSED
�
'� w
°
�
ti
ao
>
N
I :
�
BANKFULL
I� >
N
w
+
m
I�
¢
>
m
a
>.
o
>
\
_
N
I
I—
-z.o%
—
_
----
--
—
A
-z•os6
STA
=105+40
STA =1 06+38
ELEV
=
1102.00
ELEV
= 1099.98
-1.996
PROPOSED
STA
=107+38
JELEV
STA =
105+01
GRADE
ELEV
= 1098.75
ELEV =
1102.58
STA =108+19
ELEV = 1097.76
STA = 109+12
= 1095.25
105+50 106+00 106+50
107+00 107+50 108+00 108+50 109+00
i
3] 37 30 10
3D 3D
37 30 - 37 T 30 - 3D,,- 3] 33 33 33>_ 30 31 31 ✓ �7 / i
r - I
STA 150+39
SEND BULL CREEK REACH 1A I
i
START BULL CREEK REACH 16
EXISTING TREE LINE
v,
i
REMOVE EXISTING FENCE
L
/
N - X
I
0' 2' 4' 6'
(VERTI—) (n
1110 A
0' 20' 40' 60' z 0` oro o
Z ..LL
NN°
(HORIZONTAL) �� o
_rvuu1Z
aw-YZmw
m�
a
Z ti 25
�wm LL
1105
1100
1095
109+50
1.
BULL CREEK - -
� r
/ x
�� ♦ ��� / / ;; IOgx��_ P� fix_
� U)
♦ LSV Op GQ' - x
/ =- rn
Al
i
�O L1J �l
FILL EXISTING CHANNEL p
U
_- - -
— -
--- - -
i
I '-----1100---' — i � ,_- - _
-
cE ------------ce -
�� 1100--
- / I
d c
�_, ,y1� eE
_ CE CE
i
'. _1 0
1� cE --�_- 10j _, __. -- --- - -
CECE
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.4 2.16
2.22
!.2 2.3 .23_2.7
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2

1105
1100
1095
1090
109+50
110+00 110+50 111+00 111+50 112+00 112+50 113+00
---------------
3
33
30
/ —1100 — ==--- -
/
3J � 3J
/
9+00 — -----------
BULL CREEK
�-A
(
i
-- 10
= a�
------------
10 --00 / I
Iy, CR'NR
STA 112+61 titin
END REACH 1B /
START REACH 2
?,�� , \ I I -
1105
1100
1095
1090
113+50
N
111
�+
�
2x0
Lu
II
Q J
v~i w
x
+1l
',-----,
----------------
m
O m
O+ p
rl rl
REMOVE EXISTING FENCE
/ WITHIN EASEMENT -- _
FILL EXISTING CHANNEL
� �,
dp9�..
o %�
CE CE
In
�\ CE
\�
`i II
--_CE
--_---�,
CE
-\� CE
CE ���
�� 1�9
1'lO
i �'
_ ---
' CE /
cE
CE_---'
I
m
'-
CE
CE
CE
- —cf-
N
Q >
~ II
O1
N
O
+ m
EXISTING
J
o
m vpi
N
r
m
m
o
GROUND
N w
'�
I o
~
+czl
II
O
II
N
n>
+
a
N
w
w
o
Q J
w
+a,
o
o
PROPOSED
^ w
a
p
m
>
BAN
KFULL
a
a
m
a
N
F
p
W
N
O
M
O
I/1
N
II
>
N
N
II
V
N
-
mQ
N
-
a
J
+ ol
�
II
—
--
—_
N w
-20%
—
---
7
z.0%
—
STA
=110+16
ELEV
= 1094.02
PROPOSED
GRADE
STA
= 111+21
STA
= 111
STA
ELEV =
=112+61
1094.10
ELEV
= 1092.77
ELEV
= 1093.03
.03
STA =113+03
ELEV = 1091.46
110+00 110+50 111+00 111+50 112+00 112+50 113+00
---------------
3
33
30
/ —1100 — ==--- -
/
3J � 3J
/
9+00 — -----------
BULL CREEK
�-A
(
i
-- 10
= a�
------------
10 --00 / I
Iy, CR'NR
STA 112+61 titin
END REACH 1B /
START REACH 2
?,�� , \ I I -
1105
1100
1095
1090
113+50
0' 2' 4' 6'
mmll
(VERTI—)
0' 20' 40' 60'
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
G7
A�� omLL
o
Z ONnm
6
ary u.z
aw-Yzoq w
2
Z -m,.
my
aZti srE
�wm LL
wti��10
RM
�mQtno
o u
� N
E
111
�+
2x0
Lu
x
',-----,
----------------
REMOVE EXISTING FENCE
/ WITHIN EASEMENT -- _
FILL EXISTING CHANNEL
� �,
dp9�..
o %�
CE CE
�\ CE
\�
--_CE
--_---�,
CE
-\� CE
CE ���
�� 1�9
1'lO
i �'
_ ---
' CE /
cE
CE_---'
I
---
'-
CE
CE
CE
- —cf-
0' 2' 4' 6'
mmll
(VERTI—)
0' 20' 40' 60'
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
G7
A�� omLL
o
Z ONnm
6
ary u.z
aw-Yzoq w
2
Z -m,.
my
aZti srE
�wm LL
wti��10
RM
�mQtno
o u
� N
E

1095
PROPOSE
BANKFU
1090
1085
1082
113+50 114+00
EXISTING
X01 `_^• AGROUND
114+50 115+00 115+50 116+00 116+50
1095
1090
STA =116+79
rELEV = 1084.37
1085
1082
116+80
i
SO� E ��
I
10
1091
ul
I � ti� f'1 � v l i .•
0
I
1
1
�; DO NOT DISTURB
�v2 ! \ o NG REMNANT �
� _ � �'�' v v MILL WALL v
�� / P X EXISTING
t-
0O 1 `
/ p -
o
O 1 �
GR NR D. ov O 9 Qoo - — 213+93�
1 --� -
1 / 1 0 ,
o O _
ah o o, o BULL CREEK cqR�'\ ``, ;1o9s, \.1
�9
�l' o
FILL EXISTING CHANNEL �
90 - STA 116+79
y0 0 J �-_ END RIFFLE BEFORE
IMPACTING MILL STRUCTUREz.,
END RESTORATION
1090___
- - -1090 „\ 1,
f ' v •� aa'�; ,
o o��
-
0' 2'
4' 6'
(VERTI-)
0' 20'
+ a00
(HORIZONTAL)
N
v
e
o
v
N
STA
= 113+83
vl w
- -
-
a
- _ _
J
w -
+ oo
v o
In
N
ELEV
= 1090.90
M
II >
STA =
114+17
W
vii
w
u
N
I+
o
O
o
O
ELEV =
1090.10
-
- - r
N
+ w
ti
>
+
W
o
O
u°
N
a
D
V
W\
II
+p
3.Ii
a>
n
w
N
o
n
O
>
ti
I
H
�
3..o
I
i
I
I
I
STA =
113+84
I
�
I
.LEV =
1089.57
I
I
I
STA
ELEV
= 114+48
= 1087.84
2.6°0
/
-
\
`
STA
=115+34
I
ELEV
= 1085.94
1.796
PROPOSED
STA =116+01
\
GRADE
ELEV
= 1084.20
114+50 115+00 115+50 116+00 116+50
1095
1090
STA =116+79
rELEV = 1084.37
1085
1082
116+80
i
SO� E ��
I
10
1091
ul
I � ti� f'1 � v l i .•
0
I
1
1
�; DO NOT DISTURB
�v2 ! \ o NG REMNANT �
� _ � �'�' v v MILL WALL v
�� / P X EXISTING
t-
0O 1 `
/ p -
o
O 1 �
GR NR D. ov O 9 Qoo - — 213+93�
1 --� -
1 / 1 0 ,
o O _
ah o o, o BULL CREEK cqR�'\ ``, ;1o9s, \.1
�9
�l' o
FILL EXISTING CHANNEL �
90 - STA 116+79
y0 0 J �-_ END RIFFLE BEFORE
IMPACTING MILL STRUCTUREz.,
END RESTORATION
1090___
- - -1090 „\ 1,
f ' v •� aa'�; ,
o o��
-
0' 2'
4' 6'
(VERTI-)
0' 20'
40' 60'
(HORIZONTAL)
N
Sheet Index
2.12
UT1
2.13
la UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
A Is. rc
Z0 '2 E o
rvu�nz
aZ2Yzml
my
s r E
�wm LL
�i\

1085
1080
1075
1072
150+00
150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00
_ _ ,-
I
CIO
N
^
(HORIZONTAL)
N ^
---------------------
EXISTING 84" CMP
m
1
INV IN: 1078.96
I
I'
INV OUT: 1078.30
37 _ _ CONSTRUCT CATTLE
CROSSING USING ---
— 3J ---
10
00 06
+
TERRACELL 140 — 3J — 3- — 33
_
3'
MATERIAL DETAIL — 33 37 _ 37
` SEE DETAIL 2, SHEET 6.5 FILL EXISTING CHANNEL
p
0
O
O
O
I I
I I
.�-,
+
ao
0
O
M
O
ul
c+-1
0
O
w
m w
II
a
II
O
O
W
m
°>n
a
W
OO
LID
N
M
PROPOSED
BANKFULL
r
'^
W
w
+
,—I
�^
^
o
`�
+
e-,
�^
^
o
'�
r
'^
J
"'
n
Q
„
w
v
°+°
m
O1
n
00
vri
In
n
n
Q
w
+
m
�^
^
o
'H
O
o
m
O
^
O
F
F
F
^
+^
Ln
an
w
N
w
EXISTING
,i
w
w
II
>
Ln
n
GROUND
a
w
a
w
VO1
-
_
m
STA
= 150+00
ELEV
= 1078.00
-l.o%
'
1.0%
1.6°0
PROPOSED
GRADESTA
=153+78
ELEV
= 1073.50
STA
= 150+69
ELEV
= 1075.00
150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00
_ _ ,-
I
CIO
0' 20'
40' 60'
(HORIZONTAL)
---------------------
EXISTING 84" CMP
m
1
INV IN: 1078.96
I
I'
INV OUT: 1078.30
37 _ _ CONSTRUCT CATTLE
CROSSING USING ---
— 3J ---
I
TERRACELL 140 — 3J — 3- — 33
_
3'
MATERIAL DETAIL — 33 37 _ 37
` SEE DETAIL 2, SHEET 6.5 FILL EXISTING CHANNEL
STA. 150+30 1080 3 — - __-- �-
BEGIN BULL CREEK REACH 3 -
'
I — '
�------- - --- ��
S
150+00 - - °--------- i
--- ,
"
\080 \ �
cgcH Asa - �tiR :BULL_ oo V'S�
C
2
L� \ EXISTING 84" CMP
�) INV IN: 1079.08 \ _ V �� ♦ QX
INV OUT: 1077.99 .__I ♦ �f`
C' ♦ ^
i
� 3
♦ ` 11 S4'Oo
I
1085
1080
1075
1072
154+50
0' 2'
4' 6'
(VERs
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
la UT3
2.15 2.21
2.16
!2.4
2.22
23 2.
2.3 2.19
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
Aon
ZON o
rc6
rvu.z
l w2_YZ
F_I Z2'- m� c
my
�Z�H srE
RM

1085 a
1080
1075
1070
153+50 154+00 154+50
I I
A
ZI I I
A, t
� I I
I
\ �f
0
\ yLn
� +I
G Ln
,
Q
I91
\ - _--10800
STEP POOL CONVEYANCE BMP
SEE DETAIL 1 SHEET 6.4
155+00 155+50 156+00
156+50 157+00
J
d
155+00 _ a i
x vv v
00 I pLn
v v s
+
CR -NR 6+00 I�
` _ -___-
Iz
I
BULL CREEK
i I J
ce
I .
- E
' f
----
-
\$0
-- ---
- cE ---
FILL EXISTING CHANNELJ_ - -_---- - -- -- - --- - - --
cE .
- - - ---1075 = - — -
- --- CE —SE CE — CE
CE - - CE --CE CE CE CE —1080 __--_-- , NY? - -_
0' 2' 4' 6'
(VEarlcay
1085 A ,
0' 20' 40' 60' z 0` o o
Z m (HORIZONTAL) 7,m LL
�NN
�rvoalzorvrao
_ ry u . z
aw-YZmw
N Z
m�
-�Zti srE
1080
�r
GO
1075
1070
157+50
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
�ii
�L6
^�
Vml
O
p
°
00
0
u+i
ppp
O
V N
ca -I
F
VI
W
i
W
VNl
r -I
M O^
N
Q
Vtil
V
�..�
N
V
N
+^
¢ J
v
¢
J
10
N
o
m
n
V
o
In
Ln
N
J
E°LU_
PROPOSED
¢
Jo
FJ
BANKFULL
W
¢ J
EXISTING
----
–
^
W
GROUND
u
-1.6%
9/6
1.3%
1.2%
I
lo
STA
ELEV =
= 155+27
1074.06
STA
- 153+78
STA =
155+96
STA = 156+93
ELEV =
1073.50
PROPOSED
ELEV
=
1073.49
ELEV = 1072.76
GRADE
1070
153+50 154+00 154+50
I I
A
ZI I I
A, t
� I I
I
\ �f
0
\ yLn
� +I
G Ln
,
Q
I91
\ - _--10800
STEP POOL CONVEYANCE BMP
SEE DETAIL 1 SHEET 6.4
155+00 155+50 156+00
156+50 157+00
J
d
155+00 _ a i
x vv v
00 I pLn
v v s
+
CR -NR 6+00 I�
` _ -___-
Iz
I
BULL CREEK
i I J
ce
I .
- E
' f
----
-
\$0
-- ---
- cE ---
FILL EXISTING CHANNELJ_ - -_---- - -- -- - --- - - --
cE .
- - - ---1075 = - — -
- --- CE —SE CE — CE
CE - - CE --CE CE CE CE —1080 __--_-- , NY? - -_
0' 2' 4' 6'
(VEarlcay
1085 A ,
0' 20' 40' 60' z 0` o o
Z m (HORIZONTAL) 7,m LL
�NN
�rvoalzorvrao
_ ry u . z
aw-YZmw
N Z
m�
-�Zti srE
1080
�r
GO
1075
1070
157+50
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
�ii

1085
1080
1075
PROPOSED
GRADE
1070
1068
157+50
158+00 158+50
159+00 159+50 160+00
1085
1080
1075
1070
1068
160+50
EXISTING GROUND AT i �� `� ��
5:1 SLOPE OR FLATTER ��� o
1075 3b
FILL EXISTING CHANNEL,
37 . jJ • 37 J 1 `•37
- 37-��
�Q' a • -� % -
T `.
ih < 10�
i
O
Z/ BULL CREEK
DUAL 54" x 36" CMP
157+00 ARCH PIPE (33LF EACH) ' 160-
�+-- _ STA. 158+711J
U/S INV. :1072.68 6�
0
--
-
D/S INV.: 1072.42 I� � a,• �� � �� � *` ,; -' � / �� Q` �� �I
ROADWAY ELEV.: 1077 _
SEE DETAIL 1 SHEET 6.15
159+00 . , � �c
m x�, ..
x
cRc/I-
p ---�158 00 R
1 I
+
1 0
+
bt
ROVE EXISTING FENCE 1 moo,
0' 2' 4' 6'
(VERTI-)
0' 20' 40' 60'
(HORIZONTAQ
'V
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.4 2.16
2.22
!.2 2.3 2.19 .23
2.7
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
Z ONnm
6
rvu2
�w�«z°?w
Z�,_ mo1 in
Zti srE
�wm LL
RM
O
m
O
tY^f
O�
+
^+
O
00
N
II
00
N
+
00
^ m
^'
W
W
.-,
¢
W
VI IIO
~
N
O
+
^
+
^
W
O
�
II
N
.-I
w H
II
N
O
N
O
M O
+ n
I I
I I
J
O
II
�
wJ,
EXISTING
w
m
o
GROUND
o+
0
PROPOSED
u
F
J
CULVERT
w
1.3%--
I
�-0.8%
PROPOSED
BANKFULL
1
�
I �
i
STA=157+72
STA
= 158+50
STA = 159+14
STA
=15
+25
ELEV
= 1072.15
ELEV
= 1071.63
STA =
ELEV
158+58 ELEV = 1071.11
= 1071.63
ELEV
= 1071.11
STA
=159+85
ELEV
= 1070.41
158+00 158+50
159+00 159+50 160+00
1085
1080
1075
1070
1068
160+50
EXISTING GROUND AT i �� `� ��
5:1 SLOPE OR FLATTER ��� o
1075 3b
FILL EXISTING CHANNEL,
37 . jJ • 37 J 1 `•37
- 37-��
�Q' a • -� % -
T `.
ih < 10�
i
O
Z/ BULL CREEK
DUAL 54" x 36" CMP
157+00 ARCH PIPE (33LF EACH) ' 160-
�+-- _ STA. 158+711J
U/S INV. :1072.68 6�
0
--
-
D/S INV.: 1072.42 I� � a,• �� � �� � *` ,; -' � / �� Q` �� �I
ROADWAY ELEV.: 1077 _
SEE DETAIL 1 SHEET 6.15
159+00 . , � �c
m x�, ..
x
cRc/I-
p ---�158 00 R
1 I
+
1 0
+
bt
ROVE EXISTING FENCE 1 moo,
0' 2' 4' 6'
(VERTI-)
0' 20' 40' 60'
(HORIZONTAQ
'V
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.4 2.16
2.22
!.2 2.3 2.19 .23
2.7
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
Z ONnm
6
rvu2
�w�«z°?w
Z�,_ mo1 in
Zti srE
�wm LL
RM

1075
1070
1065
1064
160+50
161+00 161+50 162+00 162+50 163+00
)70LOI 3J 3J
- 3J 3J
- 3J 3J
33
H — 37 37
10 —3J�3J — - "-.1070--'.-
- 3J
�
W
z 1070
J
u
�' FILL EXISTING
7 CHANNEL /
11
3J 37
O �\
GgX
163+50 164+00 164+50
I
BULL CREEK
(
I
I
I
i
Ln
EXISTING TRAIL
1070 - ,_ ---
CE Lu
CE — _ CE Z
'I J
BULL CREEK CE
CE �E�CE `� - fE �E�z �-
CE
(� CE
I
CE Q
CE CE
CE
1075
1070
1065
1064
165+00
0' 2'
4' 6'
(VERTI
1.)
0' 20'
40' 60'
(HORIZONTAL)
N0
C
rl
o
+
EXISTING
O
'D
GROUND
n
a
w
N
II
>
A
V
w
va~i
w
+
ry
LIDLID
C
+ a0
O
a
'
PROPOSED
a
W
M O
L'0 ti
1
o
BANKFULL
° >
W
\
n w
N
—
r
m
n
m
/
--
---_
\
II
>
J
\
\
.4 O
~ II
4
O
II
w
1.8%
N w
vH
w
-1.995
STA =160+65
ELEV =
1071.87
PROPOSED
GRADE
STA =161+58/
ELEV
= 1067.14
STA = 162+99
ELEV = 1065.31
_+
�
I
STA = 164+99
ELEV = 1066.52
161+00 161+50 162+00 162+50 163+00
)70LOI 3J 3J
- 3J 3J
- 3J 3J
33
H — 37 37
10 —3J�3J — - "-.1070--'.-
- 3J
�
W
z 1070
J
u
�' FILL EXISTING
7 CHANNEL /
11
3J 37
O �\
GgX
163+50 164+00 164+50
I
BULL CREEK
(
I
I
I
i
Ln
EXISTING TRAIL
1070 - ,_ ---
CE Lu
CE — _ CE Z
'I J
BULL CREEK CE
CE �E�CE `� - fE �E�z �-
CE
(� CE
I
CE Q
CE CE
CE
1075
1070
1065
1064
165+00
0' 2'
4' 6'
(VERTI
1.)
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
1a UT1
2.15 2.21
2.1 2.16
2.4
2.22
- 2.2 2.3 .23 2.7
2.19
2.9
2.6 2.
cE 2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
RM
U

1075
1070
1065
1060
165+00
165+50 166+00 166+50 167+00
17�6
---
-=--- - �
BULL7-7"
_
CREEK ---
I
i
OI EXISTINGTRAIL-
1070 �
+I
— CE CE CE -
CE \ N
�.
CE _. Lu ( _
CE
2I lI fir- --c-
�I E
I
1075
1070
1065
= 167+56
J= 1063.34
1060
167+50 167+70
- -;,-- -
SITE WILL BE GRADED TO
FACILITATE RESTORATION
PROJECT. TRAIL WILL
TERMINATE ON THE LEFT BANK,
a OUTSIDE THE EASEMENT
EXISTING
�1 TRAIL 0 ---
STA. 167+56
END REACH 3 RESTORATION
START REACH 4 PRESERVATION
Q n�6
kf:
;-
�V)o h
I 9k0 "
_
Lu _,_
--___— _ ----- -`_-
16.6
17 -- -
- --
--------- - -- -- -
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
m
n
m
�
EXISTING
�
r
v
a
^
PROPOSED
m
GROUND
li
>
BANKFULL
ry
Vf
w
ry
t~iI
w
L
II
>
I+
LID
~
u
O
N
II
+
p
N
W
II
N
N
O
_
—
ry
i
J
i
—
-1.2%
PROPOSED
GRADE
v
\
/
STI
ELE
STA
=165+60
ELEV = 1062.10
165+50 166+00 166+50 167+00
17�6
---
-=--- - �
BULL7-7"
_
CREEK ---
I
i
OI EXISTINGTRAIL-
1070 �
+I
— CE CE CE -
CE \ N
�.
CE _. Lu ( _
CE
2I lI fir- --c-
�I E
I
1075
1070
1065
= 167+56
J= 1063.34
1060
167+50 167+70
- -;,-- -
SITE WILL BE GRADED TO
FACILITATE RESTORATION
PROJECT. TRAIL WILL
TERMINATE ON THE LEFT BANK,
a OUTSIDE THE EASEMENT
EXISTING
�1 TRAIL 0 ---
STA. 167+56
END REACH 3 RESTORATION
START REACH 4 PRESERVATION
Q n�6
kf:
;-
�V)o h
I 9k0 "
_
Lu _,_
--___— _ ----- -`_-
16.6
17 -- -
- --
--------- - -- -- -
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.7
2.19
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
A�
Zou n 1 LL
m
A,6
rvu�nz
mm" c
my
aZti srE
�wm LL
RM

b v -
-----------
------------
-
/ - ---------
- -- - 3J , - ----
- __ - - -
,
i
---- �� EXISTING -_-- - --
_ -- TRAIL -� -
i
---
1070 - - - -
3J �
172+00 - ---
_
441 _-
_ ------------BULL CREEK
- =
- -
- � �=-----' ,. ------"169+00
� fF I6 *S6 168+00
= -
----- -- -- --_; --- -- 71 ------
-- ---_--1065
106
ce ------ 1�70+0
- - _ -_-------------
-------------------
-
- --
__-
- - --- - - -- - — —
11070 - - ---
- -
------------
--- ----------
------
- -
"E
fE
_
--
f
- _TA 167+56 - - ------------------------
SENO REACH 3 RESTORATION --_ - - - ---- E /_ '
"- ---- '--- 1 c — ---_CE --- __ CE ---------
CE-. START REACH 4 PRESERVATION - --__ - - - - - _ j f� / -_ - - - - - _ - -
---- -- __ -- -- - —
_ --_ - -. CE CE -- CE CE �. _�
CE CE -7-
7- CE i
GE 7 cE
.� CE CE. CECE
Sheet Index
)2.22.3
N UT3
2.21
2.22
•23 2'2.92.6 2.8
2.1
BULL CREEKII
0' 10�20' 40' 60' UT2
(HDR L)
IV
GO
�Li'
0
U

1120
1115
1110
1105
200+20
200+50 201+00 201+50 202+00 202+50 203+00 203+50
--
-------------------------------------------
-- "" EXISTING GROUND
---- 5:1 OR FLATTER,
_--- -- + - EXISTING FENCE -------
-------
_ TO BE REMOVED - ---
WITHIN EASEMENT -
- � ��,, PROPOSED GRASS
1� 3J 3J 3J 3J � = UT1 FARM ROAD
REMOVE EXISTING --� = �J- 3J �GRADE BANK 2.5:1 '--
------ _
CULVERT 33
3� MAT AND LIVE STAKE
_-i 3J 3J 37� 3J
-- - DO NOT DISTURB
.t -----------------3J
MAGNOLIA TREE- '--
49" x 33" CMP ARCH PIPE (28 LF)
' I PROPOSED STA.203+47
m U/SINV. :1110.6
ROCK SILL (TY - D/S INV.: 1110.3
/1 ROADWAY ELEV.: 1114.5---
200 SEE DETAIL 1 SHEET 6.11
20�+
CR
1 �I
_ H -
H CR -CH
-
-
R , e
STA 200+21 � ' � 2030_
START REACH UT1A'
BANK GRADING 2.5:1 AND �SpF W
PROFILE ADJUSTMENTC R CR -CH
V
m MAT AND LIVE STAKE \ �ol �
SEE TYPICAL SECTION i
ce-
-�
� CE CE CE � CE I by
-- Cr 1I
CIE CE
ZS
��. CE SCE SCE�C 'a
E
C
Cr CE CE
l�
CE CE
i� `_1130 �
j 0 ,
_ \_
\ Z
1140-------
-------- - E
5 -
EXISTING GROUND
OR FLATTER
1120
1115
1110
1105
204+00
"
( ._1125----------------
PROPOSED GRADE
PROPOSED
•
I O
%
IO
+
3 > - 7
�O
A
I LLA """-
I
I
X
T
1ti10.
0
- -
00 _ -
STA = 201+06.73
ELEV = 1117.51
STA = 201+16.27
ELEV = 1116.68
N o0
6
v
STA =
200+21.20
STA = 201+28.98
+
.m,
v
m
4
ELEV =1120.12
ELEV = 1116.21
EXISTING
c
+
N
m
m
o m
GROUND
Nn
n
N
PROPOSED CULVERI
STA =1200+79.84
ELEV 1119.02
r
N
'"
--,6
,o I
�
>
w
°D
00r
o
^
^ ^
r
o
u°
STA = 200+81.36
ELEV = 1116.52
-
li
°
m
w
F
o
F
m
+ .OI
m y
n mo
STA ='201+12.67
ELEV =1115.18
i
a
t;
w
^ II
m
O
STA = 200+85.8417
ELEV =1116.52
>
n w
STA = 200+89.44
STA
= 201+07.61
ELEV = 1118.02
ELEV
= 1115.18
08
PROPOSED
GRADE
STA
= 203+19.04
ELEV
= 1111.65
STA
= 202+89.48
= 1109.79
ELEV
200+50 201+00 201+50 202+00 202+50 203+00 203+50
--
-------------------------------------------
-- "" EXISTING GROUND
---- 5:1 OR FLATTER,
_--- -- + - EXISTING FENCE -------
-------
_ TO BE REMOVED - ---
WITHIN EASEMENT -
- � ��,, PROPOSED GRASS
1� 3J 3J 3J 3J � = UT1 FARM ROAD
REMOVE EXISTING --� = �J- 3J �GRADE BANK 2.5:1 '--
------ _
CULVERT 33
3� MAT AND LIVE STAKE
_-i 3J 3J 37� 3J
-- - DO NOT DISTURB
.t -----------------3J
MAGNOLIA TREE- '--
49" x 33" CMP ARCH PIPE (28 LF)
' I PROPOSED STA.203+47
m U/SINV. :1110.6
ROCK SILL (TY - D/S INV.: 1110.3
/1 ROADWAY ELEV.: 1114.5---
200 SEE DETAIL 1 SHEET 6.11
20�+
CR
1 �I
_ H -
H CR -CH
-
-
R , e
STA 200+21 � ' � 2030_
START REACH UT1A'
BANK GRADING 2.5:1 AND �SpF W
PROFILE ADJUSTMENTC R CR -CH
V
m MAT AND LIVE STAKE \ �ol �
SEE TYPICAL SECTION i
ce-
-�
� CE CE CE � CE I by
-- Cr 1I
CIE CE
ZS
��. CE SCE SCE�C 'a
E
C
Cr CE CE
l�
CE CE
i� `_1130 �
j 0 ,
_ \_
\ Z
1140-------
-------- - E
5 -
EXISTING GROUND
OR FLATTER
1120
1115
1110
1105
204+00
I
CE CE
fE [E
CE
0' 2' 4' 6'
(VFRTI-)
0' 20' 40' 60'
(HORIZONTAL)
Typical Section
EXISTING GROUND
"
( ._1125----------------
\e
PROPOSED
•
I O
%
IO
+
3 > - 7
�O
A
I LLA """-
I
I
X
T
1ti10.
0
- -
00 _ -
I
CE CE
fE [E
CE
0' 2' 4' 6'
(VFRTI-)
0' 20' 40' 60'
(HORIZONTAL)
Typical Section
EXISTING GROUND
PROPOSED
GRADE
Sheet Index
2.12
UT1
2.13
1a �UT3
2.15 / f /2.21
2.1 )
UT2
BULL CREEK
A
I LL
Z ONnm
6
V u�z
aWa �,z
z - sq.
my
wti��10 O0 G�O�
1V
GO
is"

1115
1110
1105
1100
204+00
204+50 205+00 205+50 206+00 206+50
0' 2' 4' 6'
(VERTI—) Cn
1115 Ar�-
0' 20' 40' 60' Z 0. o o
Z m -
N N m
I(HORIZONTAL) .ory� o
u�nz
aw-Yzmw
Z�'- mrl C
mw
�ZM �HLL
� w
1110
1105
1100
207+00
-------------------- "" "
10 1
-----------------
1125--------------------
--------------
/
------`
---
I — —
----- -
1 O
120 -- -------- "
-10
---------
------------
------
= -",' =
_ - /
_ _ --------- / 6
_ ---------------------
---------- =
---' ----- "
i
3�
I- - _ /
3J�
1 1
__37 - / _-___ -
1A - "
- -------- ----
1
_
_
1 --- -- ----- - / /
- UT1
_
�.----
_
3�
/
_
5P)
)100
1
_ --05+00 --__
_ _
t` -
-
------------
----
i
`-
- ;_"'� -� �- �'___ - -� �_—; -_ _ - . 206+00
- - - 1 - -
O
-
d----- - _ _
OI --_ -- ---
T
_
N
w Q�E
CE- -
CE CE CE �_�_CE_ _ CE -
-
---___ -.. - CE CE CE
CE CE CE
W CE �'GE CE CE CE CE _
CE -
I
_
i
J_ -
u --- -- -
I� 11 125/ ,
- -
r� _
_ -------- -- - ;___ _
_
-
n
� v
�r
O
O
Uj
O
M
O
Typical Section
EXISTING GROUND
i -I
PROPOSED
GRADE
Sheet Index
N
II
H
to
II
�
W
\
EXISTING
GROUND
-
PROPOSED
GRADE
204+50 205+00 205+50 206+00 206+50
0' 2' 4' 6'
(VERTI—) Cn
1115 Ar�-
0' 20' 40' 60' Z 0. o o
Z m -
N N m
I(HORIZONTAL) .ory� o
u�nz
aw-Yzmw
Z�'- mrl C
mw
�ZM �HLL
� w
1110
1105
1100
207+00
-------------------- "" "
10 1
-----------------
1125--------------------
--------------
/
------`
---
I — —
----- -
1 O
120 -- -------- "
-10
---------
------------
------
= -",' =
_ - /
_ _ --------- / 6
_ ---------------------
---------- =
---' ----- "
i
3�
I- - _ /
3J�
1 1
__37 - / _-___ -
1A - "
- -------- ----
1
_
_
1 --- -- ----- - / /
- UT1
_
�.----
_
3�
/
_
5P)
)100
1
_ --05+00 --__
_ _
t` -
-
------------
----
i
`-
- ;_"'� -� �- �'___ - -� �_—; -_ _ - . 206+00
- - - 1 - -
O
-
d----- - _ _
OI --_ -- ---
T
_
N
w Q�E
CE- -
CE CE CE �_�_CE_ _ CE -
-
---___ -.. - CE CE CE
CE CE CE
W CE �'GE CE CE CE CE _
CE -
I
_
i
J_ -
u --- -- -
I� 11 125/ ,
- -
r� _
_ -------- -- - ;___ _
_
-
2.12
UT1
2.13
14 UT3
2.152.21
2.1
2.4 2.16 2.22
-'2.19 � mQ�o
2.9 o M
2.18 2.6 2. 8 l J
2.20
2'17 BULL CREEKll N
UT2 E
=3a
�r
O
O
Typical Section
EXISTING GROUND
i -I
PROPOSED
GRADE
Sheet Index
2.12
UT1
2.13
14 UT3
2.152.21
2.1
2.4 2.16 2.22
-'2.19 � mQ�o
2.9 o M
2.18 2.6 2. 8 l J
2.20
2'17 BULL CREEKll N
UT2 E
=3a

1110
1105
1100
1095
EXISTING
GROUND
k -A
1110
1105
1100
1095
207+00 207+50 208+00 208+50 208+85
---------------------------- _ _-------------- _ ---- ------ -- _- -----
-----------
----------------------------------------
__"
- , - - --
-
---- - -
-- - - I = - „ _ - --_ --
-1115 --- I --_
_ -
--_ ,
i O� - ----' 3J ---- ---- -
--- - --- I 3J, - - WITHIN EASEMENT
nl a ,-------------
-- O I '-- 1
REMOVE EXISTING FENCE
/
3J ---- 3� - ." 1(
a� - _-
' I— 3J --- aJ -- PRESERVE EXISTING
-'--3J- 3J a� -----
---QI WETLANDS
--- 1110--- -----� s� '
W
TZ
I 2159+00-
-----------
-
_
p---------------
---------------
---------------
-- - A
-SAF RNR
2 ( ,---- - -
-- Og+00
--- -----
(20)+00
q \
f—_ --1105-- - -
CR -NR I -WR
- -- I STA 208+85 0000 - v 2�
_ END UT1A (ENHANCEMENT II) + 0 00
`
BEGIN UT1B(RESTORATION) \.
ce I [V \
\
I Q \
CE
Lr)
-Cr
Lu
E_ CE"T CE —SCE — CE CE — CE CE CE CE CE — CE CE — c CE — CE �E IZOS
J Ills-- 115_
- - - - --------- T "-" -
�- --- Q cgs
_
"
_
�E
0' 2' 4' 6'
(VERTicay U)
0' 20' 40' 60' z 0 c ro o
Z m L
o
N N m
(HORIZONTAL)�
o
rvu�nz
m�
Z.
asrE
H w "' LL
O+
wti��10 O G�
GO
2.12
UT1
2.13
.14 UT3
2.152.21
2.1
2.4
2.16
1222.22
2.19 Q o
2.9
2.18 2.6 2. 8 V
2.20
2'17 BULL CREEKll N
UT2 E
=3a
�r
O
O
Typical Section
rte,
U
EXISTING GROUND
�
i -i
PROPOSED
GRADE
Sheet Index
2.12
UT1
2.13
.14 UT3
2.152.21
2.1
2.4
2.16
1222.22
2.19 Q o
2.9
2.18 2.6 2. 8 V
2.20
2'17 BULL CREEKll N
UT2 E
=3a

1105
STA =208+85
ELEV = 1102.46
STA = 208+93 f
ELEV = 1102.17
1100
STA =208+93-
ELEV
208+93JELEV = 1100.94
STA =209+
ELEV = 1100.
STA - 20!
ELEV = 110
EL
1095
1090
1087
208+85 209+00
209+50 210+00 210+50 211+00 211+50 212+00 212+50
STA = 212+74
ELEV = 1088.66
0'
2'
4' 6'
1105
EXISTING
(VFRTI-)
0'
20'
(HORIZONTAL)
40' 60'
a
w
m
GROUNDo+
Ow
a_a
o
m
O
NII
N
+N
o
n
M
w n
II
II N
>
STA
=209+72
°+
ELEV
= 1099.53
STA = 210+26
ELEV= I098.Oi
F
v
J ¢
W
w
¢ >
PROPOSED
CULVERT
01
.11
a
a
40
%i
o
STA = 209+82
ELEV = 1099.40
u+
- STA = 210+93
a
a
r^
>_ 0
a
>_1
J N
o_�
y
o
00
N m
m oN
PROPOSED
3l
o
I I I
STA 210
\
ELEV = 1095.70
u
W n
° ry
II
ti o m
"-�
BANKFULL
¢
J_'
>N
0 0�0•
4,8
ELEV = 1098.13
> N o N
va
J N ~
II
N
N O
W
N II
`
JII
t0
�•�. �
�
a �
N
+
� lD
C In
)S
N
A
O O
34
49%
N
c'I + Ql
ry O_
> N n
Ol
00
m Lq
+10vN
O
L.67�o
yr
w Q Jry
=_N o
n
STA = 209+30
PROPOSED
g80
1
W
>
+' 0000
EV= 1101.07
GRADE
- -
N
W >
N o
0.8%
-F
STA = 209+30
ELEV = 1099.86
r
N w
STA =209+36
STA = 210+17
-
ELEV = 1099.86
ELEV = 1097.11
42y
STA =209+39
STA =210+23_
SO%
ELEV = 1100.77
ELEV = 1097.11
STA =210+90
STA = 209+50
ELEV = 1094.95
ELEV = 1100.23
STA =210+38
STA - 210+186
ELEV = 1096.43
STA =209+51
ELEV = 1094.95
%
`
ELEV = 1099.21
STA
= 210+45
STA =211+40
STA
= 212+11
5.3%
STA =209+S7
ELEV
= 1096.43
ELEV = 1094.41
ELEV
= 1091.59
ELEV = 1099.21
STA
=210+61
=211+4S
STA
=212+05
STA = 209+60
ELEV
= 1095.72
ELEV
= 1094.41
ELEV
=
1091.59
ELEV = 1100.10
1
STA
ELEV =
=210+67
1095.72
STA =
ELEV =
211+61
1093.48
STA = 211+89
ELEV = 1092.55
STA = 212+52
STA =209 73
STA =209+79
ELEV = 1098.51
ELEV = 1098.51
STA
=211+67
= 1093.48
STA =211+831
ELEV = 1092.55
ELEV = 1089.61
ELEV
STA = 212+58
ELEV = 1089.61
209+50 210+00 210+50 211+00 211+50 212+00 212+50
STA = 212+74
ELEV = 1088.66
1100
1095
-5.1%
1090
STA = 212+97
rELEV = 1087.68
1087
213+00
STA =212+80
ELEV = 1088.66
I ,
I
57" x 38" CMP PIPE
- ARCH (39LF)
STA. 210+97 EXISTING GROUND AT -
UT1 U/S INV. :1095.16 5:1 SLOPE OR FLATTER - 1100 ----- �rn
O
D/S INV.: 1094.85 37 37
37 37 37 11ROADWAYELEV.: 1101 _ ! N- 37
37 3J' SEE DETAIL 1 SHEET 6.12
\ 37 37 L..
I
� 3J 3J 1
STA. 208+85 37 37 37 37 .37 37 30Lu
37
END REACH s 1
START REACHH UT UT1B
I
gx00 CR N
R CR W R _210, CR
`y x OU WR CR -CH
A
\� C - - CR a ch CR RR lOgq
CR --
CR
- - -�'C L(V � e2 +00
CR -CH
Q�Q -211+ _ �M i 12 \Cq�
CR -RR
R
R
- - - _
w _
.R
c.R
ys �(iP
i
E CE EE• CE CE
-- 9 -
/1115 �..CE 'CEE
E _
V� CF �. • 0 E �.. CE
CE -J_
--- - N REACH UT16 \'" X CE OU E
-- E D E ISTINGGR NDAT
CE
- ------- - - - STA. 210+97 START REACHUT1C,
ce - SLOPE OR FLATTER
1 ------
----------------
-------------
CE
--- ------, _
\ _ __, � STA. 211+36 5'1
---' -- ------
--v
CE
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2•
2.17 BULL CREEK
UT2
AZ_
Z0
rcE o
rvu26
z�-mcH�
my
�wM LL
RM
0'
2'
4' 6'
1105
(VFRTI-)
0'
20'
(HORIZONTAL)
40' 60'
1100
1095
-5.1%
1090
STA = 212+97
rELEV = 1087.68
1087
213+00
STA =212+80
ELEV = 1088.66
I ,
I
57" x 38" CMP PIPE
- ARCH (39LF)
STA. 210+97 EXISTING GROUND AT -
UT1 U/S INV. :1095.16 5:1 SLOPE OR FLATTER - 1100 ----- �rn
O
D/S INV.: 1094.85 37 37
37 37 37 11ROADWAYELEV.: 1101 _ ! N- 37
37 3J' SEE DETAIL 1 SHEET 6.12
\ 37 37 L..
I
� 3J 3J 1
STA. 208+85 37 37 37 37 .37 37 30Lu
37
END REACH s 1
START REACHH UT UT1B
I
gx00 CR N
R CR W R _210, CR
`y x OU WR CR -CH
A
\� C - - CR a ch CR RR lOgq
CR --
CR
- - -�'C L(V � e2 +00
CR -CH
Q�Q -211+ _ �M i 12 \Cq�
CR -RR
R
R
- - - _
w _
.R
c.R
ys �(iP
i
E CE EE• CE CE
-- 9 -
/1115 �..CE 'CEE
E _
V� CF �. • 0 E �.. CE
CE -J_
--- - N REACH UT16 \'" X CE OU E
-- E D E ISTINGGR NDAT
CE
- ------- - - - STA. 210+97 START REACHUT1C,
ce - SLOPE OR FLATTER
1 ------
----------------
-------------
CE
--- ------, _
\ _ __, � STA. 211+36 5'1
---' -- ------
--v
CE
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2•
2.17 BULL CREEK
UT2
AZ_
Z0
rcE o
rvu26
z�-mcH�
my
�wM LL
RM

1095
1090
STA = 213+07
ELEV = 1088.61
STA = 213+0:
ELEV = 1087.61
STA - :
ELEV = 1
1085
1082
213+00
213+50 214+00 214+50
1095
1090
1085
1082
215+00
- 57" x 38" CMP ARCH � -
STA 213+93 -
_ - - 090 /'
PIPE (39LF) a' \ - � 1 �
STA. 210+97 END UT1C
U/S INV. :1095.16
D/SINV.:1094.85%-
ROADWAY ELEV.: 1101
% SEE DETAIL 1 SHEET 6.12
3 \
i
3,3� �
3
91 5 ,
33
_
33 31
0 ��\ 9A 1090 i fs� ,1090' t
0 • 1
' CN_
x u ( i QQ rs 10 i
c`Y
1095 i C4
CR
G� Fl 412+00 c9 GQ`� / 213+93 cF &
_ CR -CN fs '
N M I pgs CR -RR CR
RR
• g L CE CE CE CE _- - CE --- CE ,\
C .- E \
n�
I,
°
ISI i I
0' 2'
n
ro
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
^
+ 00
V
.M -I +
00
O
EXISTING
N
v
6
GROUND
F I I
M
O
H
J
+
0�0
N
W
\
M
N
O
N
II
F
J
STA = 213+54
ELEV = 1086.601
4.Zpo�
PROPOSED 11
BANKFULL
IN TO
BANKFULL
TIE
4q�
`TT
I
BULL
CREEK
REACH
2
�
13+24
I
47 0
STA
- 213+93
)86.52
ELEV
=
1084.92
STA =213+52
ELEV = 1085.54
STA
= 213+30
PROPOSED
L
ELEV
= 1086.52
_Z
GRADE
TIE IN TO THALWEG
STA =
ELEV =
1085.54
085
BULL CREEK REACH 2
STA 116+65
ELEV1084.61
213+50 214+00 214+50
1095
1090
1085
1082
215+00
- 57" x 38" CMP ARCH � -
STA 213+93 -
_ - - 090 /'
PIPE (39LF) a' \ - � 1 �
STA. 210+97 END UT1C
U/S INV. :1095.16
D/SINV.:1094.85%-
ROADWAY ELEV.: 1101
% SEE DETAIL 1 SHEET 6.12
3 \
i
3,3� �
3
91 5 ,
33
_
33 31
0 ��\ 9A 1090 i fs� ,1090' t
0 • 1
' CN_
x u ( i QQ rs 10 i
c`Y
1095 i C4
CR
G� Fl 412+00 c9 GQ`� / 213+93 cF &
_ CR -CN fs '
N M I pgs CR -RR CR
RR
• g L CE CE CE CE _- - CE --- CE ,\
C .- E \
n�
I,
°
ISI i I
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
la UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23_2.7
2.19
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
RM

STA = 30
ELEV = 10!
1100
PROPOSED
BANKFULL
STA =300+00
ELEV = 1097.34
STA = 30
ELEV - 10�
1095
1090
1087
300+00
ELEV = 1095.70 EXISTING ^ro
j m
(VFRTI-)
STA =300+49 GROUND o
El EV = M
0 0+
M
o o m N
N V N V
1+14 STA
=300+39
¢
w a
w o
a
o m a s
STA =302+26
7.50 ELEV
= 1096.49
w v~
a
II ti °o +° m
y o
m
ELEV =
1091.91
N
oo
w N
w I I > M I I
N
O M
O O
N W N
II '�
o o
o
PROPOSED
J
c+i
CULVERT
II
IIJ
O
O I�j1 N N 01
VI
H
M
II!�
II N p } 001 V
O
W
J ...I N
m II m 01
L0
v1 0
J
__
to
w II II II p
W
001
O
-0.0%
I
M II
F Q
M
OZ
22I
1
M w W
W
M II
Q
II
3.0,
1+09
3
\
7.34
Z•9y
STA
= 300+39
I
ELEV=
1095.53
32
_
_
\
STA
=300+45
6
ELEV
= 1095.53
STA = 300+62
3,6%
ELEV = 1094.97
111
STA =300+66
1 STA
ELEV-
=301+20
1093.63
STA
= 301+51
4,1
ELEV = 1094.97
STA - 301+26
ELEV
- 1092.90
3'4%
STA I= 300+69
ELEV
= 1093.63
STA = 301+59
4.0*
ELEV = 1095.64
ELEV = 1092.90
STA -302+04
- -
STA = 300+87
ELEV = 1094.38
PROPOSED
GRADE
ELEV
= 1091.68
STA = 302+13
STA
ELEV
= 302+59
= 1090.43
0 8%
STA ='300+93
ELEV =
1094.38
STA = 301+75
ELEV = 1092.35
ELEV = 1091.68
STA
= 302+26
STA
ELEV
= 302+67
= 1090.43
STA = 301+83
ELEV =
1091.16
ELEV- 1092.35
STA = 302+35
= 1091.16
STA = 302+85
ELEV = 1089.76
ELEV
STA = 302+98
ELEV = 1089.76
300+50 301+00 301+50 302+00 302+50 303+00
1100
1095
1090
1087
303+50
_ - , ----- ------ --- --
o ,` ----1110' - 1105-----------------------------
------------------
- 42"x 29" CMP ARCH
_\ _- - -
_ --- - a7 - -- ------
c7' -- PIPE STA (34L )
�� I I` \
15
1 \ dJ --- - - ..
\ � U SINV •1089 48
{ \3
-- __ - ------1105----' = - -- -----D/SINV.:1089.22---------
oy START REACH UT2A + - - �` - �p ROADWAY ELEV.: 1094 /
\\\ yy STA 300+00 ---- a� - - 1 SEE DETAIL 1 SHEET 6.13
1100 350+42 \ a7 ------ --- - EXISTING GROUND AT _
1
- - --- ----- -------\ 5:1 SLOPE OR FLATTER
I\
N
O \
EXISTING SPRING
BOX
\ 351
1
cf
I STA. 350+00 cf
START REACH UT2
STA 303+15
\ 3j a] 3END REACH UT2A
_ UT
110 I•s 37 37 3 37
J T
(iCR-CH. ----- 37 37 37 3] 3]
CQt --- - _ '----
00� - _ CRG - -'0 ---
110p 9 ---1095 --- - -- �
CRCR-CH 301+00 --- - ,
u
R
-Li CR -NR
P \. 300 ` -c
Cf � x
A cf
1098 1097
ce
CE
CR -NR
_ p90
- - ! cw X090
STA 303+50
rr�M START REACH UT26
E - - - CE /lQ --f \C
cE�cE�-`+' 1100-
cf -�\cf
ce _ EXISTING GROUND AT �✓� ,�� cE
- -- 5.1 SLOPE OR FLATTER- --
/ -- --
f
11
105
0' 2'
4' 6'
(VFRTI-)
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.4 2.16
2.22
!.2 2.3 2.19 .23 2.
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
RM
Im.:

Q
ST
ELEV
STA =
ELEV =
Q
ST
ELEV
ELI
IT
tLtV = IU61.6b
303+50 304+00 304+50 305+00 305+50 306+00 306+50 307+00 307+50
----- --- �aW 1100
-
-- - - = 9 — —�w ,
OW ow
o.-
-
w
= --- ---1100 - ------------
� --
wT- w -�- w
--'- -- - -
-- ' --= ; = AVOID EXISTING UTILITY= ; = ' - 3J - 3J-
-- aJ
-= " ---------------------------
__ --- -- ----------- - - ------------ - IRE -- '� --- _ ,
7 --_37 - - - - - _3J 109 3J --_ - _
3J '3 POLE AND GUY WIRES
3J � �
_--.-. 3J - _------_ i-_----------
� 3J _"
_ 4J
a/ --- -------1095'-- -- - --" i--------
-
--- - __----
-- ---
Lo
a
1
•
O
CIOCv _ O+ ;
Ai ti O
306+ _
00
CE
CE
�z
_ CE CE - cy IJ
CE
090
085
080
308+00
Sheet Index
2.12
UT1
2.13
1a UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 2.19 .23 2.
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
z ILL.
zoN1m
2 6
rvu�z
aWa �,z
z
my
�z."H srE
RM
-----
4' 6'
ay
1095
_--
1
1�
_
1095 __fE- ---- __
CE -GE
ICE- -- _- CE
CE
CE CE`s
_ __
--
� CE
- _�---CE
CE
1100 ------ '-- - � STA
GE
Q
cc r
---- - END REACH UT2B
- -- BEGIN REACH UT2C
m
--------------------------------------
---1105- ------- --
� � �
090
085
080
308+00
Sheet Index
2.12
UT1
2.13
1a UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 2.19 .23 2.
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
z ILL.
zoN1m
2 6
rvu�z
aWa �,z
z
my
�z."H srE
RM
0'
2'
(VERT
4' 6'
ay
1095
0'
20'
(HORIZONTAL)
40' 60'
090
085
080
308+00
Sheet Index
2.12
UT1
2.13
1a UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 2.19 .23 2.
2.9
2.6 2.
2.18
2.20 2.10 2.
2.17 BULL CREEK
UT2
z ILL.
zoN1m
2 6
rvu�z
aWa �,z
z
my
�z."H srE
RM

1090
1085
1080
1075
308+00
m
308+50 309+00 309+50 310+00 310+50
1090
1085
'ING
JND
1080
TIE IN TO BANKFULL
BULL CREEK REACH 3
TIE IN TO
BULL CREEK REACH 3
STA 151+20.87
ELEV: 1078.33
1075
310+90
- -
P Dw
------------
Dw -
AVOID UTILITY_
}> POLE AND GUY WIRES
1 1@90-
y ,
1
v
1
-._ -.
I
- „__ -_ - -' �
3/ Xs �
I
i
� W
__�_ REMOVE OLD - / a �I
Cf XS /ci
UTILITY POLE )cv
3
Qel
-' -' 3J 3J ---_ 3J -� 3J
37 �
3 }- 30/p
30 - 3J x-33'- + 1 /
L
_ v
--- - -- �
---- ----
1 Q / � � ♦9
I w
�� '"�♦=moi
STA 310+82 _
END UT2C
r
1CECE
CE
CE �
CE
a�
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
i
1
I
1
1
1
I
I
I
I
I
I
I
I
\
\
0' 2'
N
No
O
.a0 V
G
V
^m
•~0•0
- OQ+
O
W+
+000oI0I
m
+
00
00
1,
C,
>m II
o
+n o^
W
0+
00m
N0
N
00
0
m
o 00r C5
ca
.+
¢
w
r
r
II
a m o
m o
1,
r
VI
W
N w
N wO.
m
O
m
n m
O
00 m
F J
F
J II
II
°+1
°+1 O
N
V~ 1p
LD
N W
Vl
W F w
F W
0
F>
~>
p+
M O O O
O
O
o'v0
0^0
m
o
an w
w
¢ w
Q Jm II
II
0
Vrl W
N wF J
J
M
II
�
F
In
J
w
EXIS
- -
-
GRC
PROPOSED
31/
-
BANKFULL
-
,3
STA =308+84
STA
ELEV
= 308+44
= 1080.63
ELEV = 1080.08
I
�S
1.4/
STA = 308+51
= 1080.63
STA
ELEV =
= 308+93
1080.08
STA
ELEV
= 309+26
= 1079.52
STA =309+65
ELEV = 1078.99
-H\
ELEV
STA
= 309+73
STA
= 310+46
STA = 309+34
ELEV = 1079.52
ELEV
= 1078.99
ELEV
= 1077.98
1
PROPOSED
STA =
310+39
GRADE STA
ELEV
= 310+09
= 1078.39
LSTA
=310+17
ELEV =
1077.98
ELEV - 1078.39
308+50 309+00 309+50 310+00 310+50
1090
1085
'ING
JND
1080
TIE IN TO BANKFULL
BULL CREEK REACH 3
TIE IN TO
BULL CREEK REACH 3
STA 151+20.87
ELEV: 1078.33
1075
310+90
- -
P Dw
------------
Dw -
AVOID UTILITY_
}> POLE AND GUY WIRES
1 1@90-
y ,
1
v
1
-._ -.
I
- „__ -_ - -' �
3/ Xs �
I
i
� W
__�_ REMOVE OLD - / a �I
Cf XS /ci
UTILITY POLE )cv
3
Qel
-' -' 3J 3J ---_ 3J -� 3J
37 �
3 }- 30/p
30 - 3J x-33'- + 1 /
L
_ v
--- - -- �
---- ----
1 Q / � � ♦9
I w
�� '"�♦=moi
STA 310+82 _
END UT2C
r
1CECE
CE
CE �
CE
a�
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
i
1
I
1
1
1
I
I
I
I
I
I
I
I
\
\
0' 2'
4' 6'
(VERTICAL)
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.4 2.16
2.22
!.2 2.3 2.19 .23 2.
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
RM

1100 1100
_EXISTING
STA = 350+00
ELEV - 1099.29
5TA =350+06 \ STA =350+42
ELEV - 1098.98- ELEV = 1096.79
STA -350+10 -3.6%
ELEV = 1091.95
1095 1 1095
PROPOSED -5.8%
GRADE
STA = 350+31
ELEV = 1096.90
1090 i F 1090
350+00 350+50
I
-�--1120
- � 1
1110
a /
3 ;
0 RR
11p5
o --
� - � ---
350+4
H
CR -C 1098 -'
0 i
X100
- _
CR -CH 0 L� 0g I ---- ;
x 3
1105' _ ; i
11p0 - --- - - -
-- --------- ;' -
Y
00 _ --- -._ c------------ _ - ---
STA. 350+00 -----� c�_-1105 = - --------
START REACH UT2 Oi ---- _ ---
�0 SEE SHEET 2.18 ce - ' _
fi 3 REACH UT2 ---- - - _ ---------------
END ce --------------------------------- 1110 --------------------
-
_
- mos---- ---------------------------------------_ - -- --------- --
--------------
-
--- - ----
-------1115----------',- ----_ -
------------
---------------------
2.1
0. 2- 4- 6-
(VERTIUL) UA7
0. 20' 40' 60'
Z m,
o N N m
(HORIZONTAL) �� o
rvu�nz
my
Z. srE
wti��10
44 �Q,
IQ
GO
+0
�r O
1105 ^
u + m 1105
PROPOSED
O
BANKFULL
F J
N W
STA = 350+14
ELEV = 1098.431
N
�D
1100 1100
_EXISTING
STA = 350+00
ELEV - 1099.29
5TA =350+06 \ STA =350+42
ELEV - 1098.98- ELEV = 1096.79
STA -350+10 -3.6%
ELEV = 1091.95
1095 1 1095
PROPOSED -5.8%
GRADE
STA = 350+31
ELEV = 1096.90
1090 i F 1090
350+00 350+50
I
-�--1120
- � 1
1110
a /
3 ;
0 RR
11p5
o --
� - � ---
350+4
H
CR -C 1098 -'
0 i
X100
- _
CR -CH 0 L� 0g I ---- ;
x 3
1105' _ ; i
11p0 - --- - - -
-- --------- ;' -
Y
00 _ --- -._ c------------ _ - ---
STA. 350+00 -----� c�_-1105 = - --------
START REACH UT2 Oi ---- _ ---
�0 SEE SHEET 2.18 ce - ' _
fi 3 REACH UT2 ---- - - _ ---------------
END ce --------------------------------- 1110 --------------------
-
_
- mos---- ---------------------------------------_ - -- --------- --
--------------
-
--- - ----
-------1115----------',- ----_ -
------------
---------------------
2.1
0. 2- 4- 6-
(VERTIUL) UA7
0. 20' 40' 60'
Z m,
o N N m
(HORIZONTAL) �� o
rvu�nz
my
Z. srE
wti��10
44 �Q,
IQ
GO
UT1
2.13
14 UT3
2.15 2.21
4 2.16 _
2.22
-2.19 �Q�o
2.9 o O
2.18 2.6 2. 8
N
2.20
2'17 BULL CREEKll N
UT2 E
=3a
�r O
O
O
b�A O
Z
N
�D
O
i -i
Sheet Index
UT1
2.13
14 UT3
2.15 2.21
4 2.16 _
2.22
-2.19 �Q�o
2.9 o O
2.18 2.6 2. 8
N
2.20
2'17 BULL CREEKll N
UT2 E
=3a

STA =
ELEV =
S
ELE
EL
N '-I
404+70 405+00 405+50 406+00 406+50 407+00 407+50 408+00 408+50 409+00
PROPOSED
GRADE
L ___ - --------------- P ARCH
- - ------------ - - 4 "x 33' F)
--- � - PPE (32 F)
_ --- 1100 ------------------------STA 407+77 410+
- - /
33�3J -_ __--_ _- ---- U/S INV. 3]��' � �
33 STA. 404+70 - ---- --- - --- - _ - D/S INV.: 1079.7 �y j �J -
-- END REACH UT3A (ENHANCEMENT II) - - ROADWAY ELEV.: 1084
-
1 START REACH UT3B (RESTORATION) -- SEE DETAIL 1 SHEET 6.14 3J
-- - ----
Y 095 - ------ - 3�
- =
->-----------
� EXISTING GROUND AT / )�
- � 3J
-- 5.1 SLOPE OR FLATTER
3J /�
- dJ _--___ 93
3]
i
i 13
13
iI)%
'] 40
10 9
Si'BO - ( 90 CR
R -NR GR�� C�tiP� 0 . CR,CH v�Q mow N�
00
C• \b
x a
'q �� CR -WR
o - CR -NR _roan A� 1
CR -NR _ 407+90 C2 - Io� t =1080-
x
�4,4j
2 1p90
cf \ -1085-
- f
-----/\
CE
I'T1 cE I p _ -- - ' STA 407+774. _ - STA 408+12
cE UT3� _-- END REACH UT3B BEGIN UT3C
—I - -
cE EE / 5. PE OR FLATTER
O
Ee EXISTING GROUND AT
cE\c
_ E
\I _ 00`1,
CE /
(
NOT DIST
1090
�. EXISTING SHED _
DO URB
0' 2' 4' 6'
(VERT104L)
0' 20' 40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
RM

STA =
ELEV =
1
409+00 409+50 410+00 410+50 411+00 411+50 412+00 412+24
N
----- _--' -
--- --- /
SO
-------------------------- --
---- ---- —i "
"
--
o
----------------
"
r /
7 -------- _ _ -- ,1085--'
- 407+77
a7 -- END UT3B
33 33 37
h
37 - 37 �� / C, AR /
-- 408+12 ��/
1085 1083 SART UT3C5 �� / 4 CR.NR Y .�
_ 10� f
407ng0
-- w
CE
_CE SCE SCE ..SCE 1p8S
L
_,
4' 6'
(VERT
ay
0' 20'
so
i
f4�
40
�. — — ♦ / II 7 7 � �I
CR_ C G 000 cy O
C /CE
CE
CE
CE /
/ UT3------- �=
TIE IN TO BANKFULL
BULL CREEK REACH 3
iTHALWEG
EK REACH 3
99.04
3.15
-----------------
7�-
0' 2'
4' 6'
(VERT
ay
0' 20'
40' 60'
(HORIZONTAL)
Sheet Index
2.12
UT1
2.13
14 UT3
2.15 2.21
2.1 2.16
2.4
2.22
!.2 2.3 .23 2.7
2.19
2.9
2.6 2.
2.18
2.20 2.10 2,
2.17 BULL CREEK
UT2
1`i,
O
U
�D
v
�mQtno
o
�
M
N
E
w`

BUFFER ENCROACHMENT (LESS THAN 30')
BUFFER ENCROACHMENT RISK (LESS THAN 35')
------------
0, T"
LOD
LOD i
LO
0
\ �� i
lo
1105
-- ----- ------ ----- ----------
------------------------
X"
---- - — -----------
4
-----------
------------
----------
\-----------------
I --- --------------
VOID
LOD iLOD
lo
----------
CE
3
-LU9
7- 0
CP
LOD
A rl -/
------------�. ^� �\
goo
V-1
No
--------- -----
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vr vo
4"
-------
-----
--------------
-- ----------- -------
--- ----- ------
Sheetlndex
1. 80, 120'
(HORI-)
UT2
RM
E
V

----�- r I , I'/i // II ,
�`tiwv BUFFER ENCROACHMENT (LESS THAN 30') -------
' m ' BUFFER ENCROACHMENT -----------RISK SS ( THAN 3 )
LE S' --- -
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- moo
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--- ----- --
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43
00 10TCF I
"Coll LOD
- __'__ 31 4",,_-•' _ 11 007
i
007
(101
00
eJ
TCE TCE
TCE
PIP
1 _-3 §s� -h ` \ 3J77
,
1
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-
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r
r
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---_
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l
(
-
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= --
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0
--- - ----- ----- "--_-- --1120__ - -
------ — -
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,
i
el
-- - ----------------------- S
_ - - - -
i
,
_
_
,
•� if k
____
,
,
_
LOD
Sheet Index
0' 1. 80' 120'
(HORIZO )
UT2
Aon
Z�NNm
rc o
rvu�nz
I„�w=wz°0w
m�
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RM

r
r
v.
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1
\ 3
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r
--------
---------------
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CE
-ce
x-�-�r—w*_. �/. I � ' �• 'lir � o: cif\ �� � ��-_ _ � � � _ 1 �'.ti;
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10,9I
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5----------
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09
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— _
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\ummc:1roZo
10 _ _�_85
r v_w
CE- 5 �1�
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p zN
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r
--------------- _ _ - - ' v - -
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-
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l
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dIrJ'i 0,
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45� Pee
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cj
o ALOD of I r 9�%O r��O2+Op
Q.
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of
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1075
\ 1075
1 -
I
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4-j+� m
-
y -
s
xXr1 - -.
Qi i�
r
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c i
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------------
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1 ••.. • `,,� 1 , I I, 1 1'�i _ y -oi ao� 100
y
r y y
_
\ y
y y_
y J
s
--------------
--------------------------------
----------------
- -----_ — ---- --1110 BUFFER ENCROACHMENT (LESS THAN 30')
= - BUFFER ENCROACHMENT RISK (LESS THAN 35')
---- "
Sheet Index
0' 1. 80' 120'
(HORIZONTAL)
UT2
------------
-
v`�
o
-_i _ -
-'---------- -
-
_
----- ----
--------------------------
\` 'I/ II
-
jl'. Ili • ' m
i I
''
'--
-- _- ---------- --
- "-
--- _
' " ---""� '- --
-- - -- --
I.
"a-
__
-----______
_-- —_ = "-_ _ _ —� -
_ _ _
__
--------------------------------
----------------
- -----_ — ---- --1110 BUFFER ENCROACHMENT (LESS THAN 30')
= - BUFFER ENCROACHMENT RISK (LESS THAN 35')
---- "
Sheet Index
0' 1. 80' 120'
(HORIZONTAL)
UT2

- -
1 , _ - -
,
,
i
,
,
ti-------------
---- =
,
1 =
--- = "=
,
----------- _- -' '' ' - _ _- \�� , — - -----
_ _ _
--
„
,
-
,
i1v
i,
- -
11p0 rcE
_
095 ' - -- TCE _ D� T_ TCE
CR�E� _
-.1 - - �� �_— TCE, _ T— TCE
�------------
L
OD -
7E>� —
/_
o
,. ,. , , hz _ ti i � •-r,_ __ �___ 1690
,
`10
0
,TCE"
- LOD
Loo
ao
1075 �w / 0
SII Yi'� y
itis', � • ./% Jyc 1
r b /0,01
-
°
~y^1075
(101 aoi
-o0j
`1
Cel
\'\ \/I _ __ -
-'aol
E E-
------------
--------- -
--
BUFFER ENCROACHMENT (LESS THAN 30')
BUFFER ENCROACHMENT RISK (LESS THAN 35')
0' 40' 80' 120'
(HORIZONTAL)
3737 37 — 37
Sheet Index
UT2
RM
"�o -
-
(101 aoi
-o0j
`1
Cel
\'\ \/I _ __ -
-'aol
E E-
------------
--------- -
--
BUFFER ENCROACHMENT (LESS THAN 30')
BUFFER ENCROACHMENT RISK (LESS THAN 35')
0' 40' 80' 120'
(HORIZONTAL)
3737 37 — 37
Sheet Index
UT2
RM

'
- -
---------------- -----
_
- _ --------------___ _ -----------------------
Gal_--___-_____
-- ----------- --
x--
X —
X--
X
X�
------------------
0
a0i(10, 001 jaol
IO
I +
/ O
N
--------- -'-- -- / .
------ ——
------- .' ,
—'
F
� � Z
--- __--------- _ 1125---' ; ',/' ;--i; - _
U-
"
'
- ----
-------- ---
-------------------------
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-
-------' -
-- -----
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----------------
---
-----------
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- -- _� -' ---''--__'�---- -- --------__-1115-= � %-',
— — _ ------------
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-_--
i, --- - - _ --- —_--
1105- a,
_ z
-
�`
X00 Lo -- �Qq ",; i `\ / cE _ ----------
—cPo]i— E`-�o.1 __ `r".iiz — -1 0-'� -_ - _ _ -
-- -- --- - - - -
_
-------------------- - 1115, 1130
_
''-" -- _
.
2
1
- _ -- -
1
3
- 0
-- -- - —
---
,
--
_
_
-
-- - - - - -
BUFFER ENCROACHMENT (LESS THAN 30')
BUFFER ENCROACHMENT RISK (LESS THAN 35')
0' 1. 80' 120'
(HORIZO )
Sheet Index
UT2
RM
�v
;l
�D

--------------
--------- _ — ^ `J - _ ,_-ii "� [.- 40D )—:� LOD-����6� i�--' �
Q _ 1115 77 ?� LdDI
,
,
-t/ 11 ;
J / \� 3 3J 3J
/ i'J '''JTC / , �'- , , 3J— 30
i'
_ � � - 3J
10,
.61
0-�
CC 9 +
211100
�—� ° 1
�io°� °
--_--110 - -
"
C
--
1130 = -I
1135 ---
- — ,, I
I
i
BUFFER ENCROACHMENT (LESS THAN 30')
BUFFER ENCROACHMENT RISK (LESS THAN 3S')
0' 40' 80' 120'
(HORIZO )
\• r
Sheet Index
UT2
�ii
;l

'--------
---- _ --- -
------ -------
----------------- -----
--- ;-----1110 _-- —-------- ---- _
----- ---
--------------------------------------
BUFFER ENCROACHMENT (LESS THAN 30')
BUFFER ENCROACHMENT RISK (LESS THAN 35')
0' 40' 80' 120'
(HORIZO )
c
I
I
I
I
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U
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4-1
(t;m-4'
bA
O
61
z
,a
31
Sheet Index
t
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UT2

Iii I ji, I I I I1 1 j I I 1 '-,!7 1 1
............
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-----------
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11 oo"
j
------------
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-----------------
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so
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412+24
—40 -- ------ 9
---- - ---- -
-A-A'
7
-,10D LO'tl-'- '
--- --- U 1Er
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----- -------- ---
-------------
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CE
----------
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-------------
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o
ve
L
It
BUFFER ENCROACHMENT (LESS THAN 30')
&
BUFFER ENCROACHMENT RISK (LESS THAN 35-)
A
------
Sheet Index
1. 80, 120'
(HORI-)
UT2
RM
t

I
1
1
I
o
t
109$00:
TEMPORARY CONSTRUCTION STAGING STOCKPILE AREA `
EASEMENT (TYP.) / ° p�
STAGING/STOCKPILE AREA
HAUL
ROAD
J
TEMPORARY
x a� MUD MAT CROSSING 110
,
,
i
_
. • ..� � � e i—I.. ',, .. � .. l.... \ + Y ' _ _ �� .i QOM /%' "
r
74,
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00
S j
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_ ry
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0
6"
- x
001,
a
x
o°'
ce PUMP AROUND (TYP.)
ani
`.. - cF- o' �. 107+00 � - �;,';'' -
6
CE
%j
_ :� ''' _ --
:. - ��� `�--- aoi� STAGING/STOCKPILE AREA � - _
\ --,i -_ _ - _ _
---' - a, --�- - - -- -
-_ - - - --
_ — . - -- - —
+: , -
- ----- ------------
----
---- I
------------------
-
0' 40' 80' 120'
(HORIZO )
Sheet Index
4.5
4.6
4.8
4.1
4.3
4.7 4.4
R` J

-----------
4,
HAUL TEMPORARY CONSTRUCTION
ROAD EASEMENT (TYP.)
STAG I NG/STOCKPI LIE AREA
TEMPORARY M
MA CROSSING ...........
TEMPORARY MUD
TCE
MAT
TCE
TcT
cE
- ------
BULL CR
------------
-----------
-------------
-- --------- - -- -- ----
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----- --------- --- Xx
STAGING/ ----
STOCKPILE AREA@, _ -- i
------ —`'—_'SP1 -----
uo� �
CE
ool
0
ll�+oo 114+00�
----------
STAGING/
STOCKPILE AREA od,
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----------
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213
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"A oe
PERMANENT CROSSING
Ace
LoD
"ol
cl.
-4 I CONSTRUCTION
ENTRANCE
STAGING/
STOCKPILE AREA
I+
+
-----------
-------------- — — ------
--- - — — ----
Z
Sheet Index
0. 40' 80, 120'
(HORI—)
4.5
4.6
4.8
4.1
4.2
4.3
4.7 4.4
RM
E

j' \ ; 9r , O •I '', `I '` \------- - ''; _--'_----------------- ----- _
_ ____
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,
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r
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--------------
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CE-
,
x
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-------------
i \• a �, -- TEMPORARY CONSTRUCTION, I\.\ ---` ------
,'
719 -�` EASEMENT (TYP.) - / ��'� G/ / X63+
x \
_ ,_-
m
x •• ' ill 41',i -_ �
I '
'
STOCKPILE AREA tib
E/
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T � o�.
------ ` 0+00 o r CROSS NG (TYP.) -
STAGING//� �n O /
STOCKPILE AREA ;v„�`�v1 o G.. • —' o O
411
41 +s
7
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SILT FENCE TYP, a „1 r� — ivs /sPF ✓ / e -
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--------
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CES •�� CE CE ��y 1 -0©�
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- _ -
ct
cl
- V J
- - - -- N
--- - .
Sheet Index
4.5
N 4.6
4.s
4.1
4.2
4.3
4.7 4.4
0' 40' 80' 120'
(HORIZONTAL)

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(HORIZONTAL)
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Sheet Index
4.5
4.6
4.8
4.1
4.2
4.3
4.7 4.4

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5.6
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5.7
5.9
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5.7
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5.7
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5.4
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SEE PROFILE
FOR LENGTH OF RIFFLE
3" TO 6" DIAMETER WOODY
F B'
DEBRIS WORKED INTO RIFFLE
SUBSTRATE
MICRO POOL HABITAT
BEHIND LARGER WOODY DEBRIS
SEE PROFILE
FOR LENGTH OF RIFFLE
7RIFFLE
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
A
RIFFLE BOTTOM
ii 6" SALVAGED ONSITE
A'
WIDTH PER
TYPICAL SECTIONS
B
COBBLE/GRAVEL
L
FLOW
ATi
RIFFLE
A' BED MATERIAL
TO OF SLOPE (TYP)
TAIL OF RIFFLE ELEVATION
RIFFLE BOTTOM FLOW
Section A -A'
POINT PER PROFILE
WIDTH PER
TOP OF BANK (TYP)
TYPICAL SECTIONS
VPAIM
Plan View
B
TOE OF SLOPE
(TYP)
6" SALVAGED ONSITE
TOP OF BANK TYP
COBBLE/GRAVEL
BED MATERIAL
B
MICRO POOL HABITAT
6" SALVAGED ONSITE
BEHIND LARGER
FLOW
COBBLE/GRAVEL
WOODY DEBRIS
BED MATERIAL
Plan View
3" TO 6" BRUSHY MATERIAL
RIFFLE INVERT PER PROFILE
TOP OF BANK WORKED INTO ROCKY SUBSTRATE
TOE OF SLOPE
TOP OF BANK (TYP)
Profile A -A'
NOTES:
NOTES:
Section
B -B'
• IF A RIFFLE ENDS WITH A SILL IT
6" SALVAGED ONSITE
• IF A RIFFLE ENDS WITH A SILL IT WILL BE SHOWN IN
WILL BE SHOWN IN THE PLANS.
COBBLE/GRAVEL
THE PLANS. REFER TO LOG/ROCK SILL DETAIL.
REFER TO LOG/ROCK SILL
BED MATERIAL
• RIFFLE MATERIAL SHALL BE A WELL -GRADED
Native Riffle
DETAIL.
Section B -B'
MIXTURE OF FINE GRAVELS TO LARGE COBBLE THAT
1
• RIFFLE MATERIAL SHALL BE A
MIMICS EXISTING CHANNEL SUBSTRATE.
6.1 Not to Scale
WELL -GRADED MIXTURE OF
• ALL RIFFLES WILL BE SUPPLEMENTED WITH CLASS A
FINE GRAVELS TO LARGE
Woody Riffle OG EXPOSED 1" TO 3" ABOVE
2 L
STONE. BULL CREEK REACH 2 AND UT1C WILL BE
COBBLE WITH A D50 = 6 INCHES.
FINISHED RIFFLE ELEVATION
6.1 Not to Sca e
SUPPLEMENTED WITH CLASS B STONE.
CR -NR
CR -WR
LENGTH VARIES PER PLAN
CLASS 1 STONE
OR SALVAGED
6" SALVAGED ONSITE
HEAD OF RIFFLE ELEVATION
ONSITE BOULDERS
COBBLE/GRAVEL
BED MATERIAL
FLOW
POINT PER PROFILE
O 3 CR -JZ
CR -CH
TOP OF BANK (TYP)
MIN 0.5'x1'x1.5'
B
BANKFULL
TOE OF SLOPE (TYP)
TAIL OF RIFFLE
NONWOVEN
HEAD OF RIFFLE
oELEVATION POINT
/ FILTER FABRIC
ELEVATION POINT
PER PROFILE
Profile View
PER PROFILE
AA=A'
Y w
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a
^^� A
A
z
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a 0
LOG STRUCTURE
�,c�
6" SALVAGED ONSITE
B
EXPOSED UNTIL
TOP OF BANK CENTER OF CHANNEL
BURY INTO BANK 3' MIN. (TYP)
2U
COBBLE/GRAVEL CLASS 1 STONE
BED MATERIAL OR SALVAGED
Plan View
;y,��
ONSITE BOULDERS
MIN 0.S'x1'x1.5'
6" SALVAGED ONSITE
TOE OF SLOPECOBBLE/GRAVEL
3" MAX
BED MATERIAL
CLASS 1 STONE
ROCK VANES MAY
OR SALVAGED
Log Section
NONWOVEN
FILTER FABRIC
BE USED IN PLACE
NONWOVEN
ONSITE BOULDERS
MIN 0.5'x1'x1.S' RIFFLE INVERT PER PROFILE
OF LOGS AT
Section A -A' FILTER FABRIC
B B'
ENGINEER'S DISCRETION
TOP OF BANK (TYP)
NOTES:
NOTES:
3" MAX
• STRUCTURES SHOULD VARY IN
SIZE AND TYPE WITHIN EACH
• IF ONSITE LARGE STONE IS NOT
RIFFLE.
AVAILABLE FOR BOULDERS
• ROCK MAY BE SUBSTITUTED
RIFFLE SHOULD BE CHANGED
FOR LOGS AT ENGINEER'S
TO JAZZ RIFFLE OR OTHER PER
Section B -B' NONWOVEN
DISCRETION.
�O`
ENGINEER'S DIRECTION.
FILTER FABRIC
• IF A RIFFLE ENDS WITH A SILL IT�\
TAIL OF RIFFLE ELEVATION
• IF A RIFFLE ENDS WITH A SILL IT
WILL BE SHOWN IN THE PLANS.
Plan View POINT PER PROFILE
WILL BE SHOWN IN THE PLANS.
REFER TO LOG/ROCK SILL
REFER TO LOG/ROCK SILL
DETAIL.
DETAIL.
MATERIAL SHALL BEA
Chunky Riffle
• RIFFLE MATERIAL SHALL BE ARIFFLE
WELL -GRADED MIXTURE OF r3-,\
Jazz Riffle Structure
4
WELL -GRADED MIXTURE OF6.1
Not to Scale
FINE GRAVELS TO LARGE 6.1
Not to Scale
FINE GRAVELS TO LARGE
COBBLE WITH A D50 = 6 INCHES.
COBBLE WITH A D50 = 6 INCHES.
A�
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rTH
ALWEG TOP OF BANK
FLLO W I r 0.5' MAX.
HEAD OF RIFFLE ELEVATION
POINT PER PRC
BURY INTO BANK 3' MIN.
6" SALVAGED ONSITE
NORMALWATERCOBBLE/GRAVEL
SURFACE BED MATERIAL
5' MIN. ......
(TYP) NONWOVEN
FILTER FABRIC
Profile View
A -A'
1/2 TO 2/3
BANKFULL
TOE OF
SLOPE TOP OF BANK
LogSection EXTEND 5'
EXTEND 5' B=B' INTO BANK
INTO BANK
NOTES:
• IF A RIFFLE ENDS WITH A SILL IT WILL BE
SHOWN IN THE PLANS. REFER TO LOG/ROCK
SILL DETAIL.
• RIFFLE MATERIAL SHALL BE A WELL -GRADED
MIXTURE OF FINE GRAVELS TO LARGE
COBBLE WITH A D50 = 6 INCHES.
EXTEND 5'
INTO BANK
TAIL OF RIFFLE ELEVATII
POINT PER PROF
�GIRA1f[:]4�-
1Rock and Roll Riffle
6.2 Not to Scale
SALVAGE ONSIT
COBBLE/GRAVE
BED MATERIA
FOOTERLOG
BURIED 6" BELOW
MAX POOL DEPTH
NONW(
FILTER FABRIC
Plan View
3 Lunker Lo
6.2 Not to Scale
ONSITE
GRAVEL
TRIAL
POOL'
HEAD OF RIFFLE LOG STEP (VARY)
35°
ELEVATION
KFULL0.6'
MAX TOP OF BANK
'DIAMETER OR
THALWEG NORMAL WATER
EATER(TYP)
FLOW SURFACE
IN-SITU SAND, #57, CLASS
a (--- 18"
POOL'
CR -LR
CR -RR
DTH PER
AL SECTION
FILTER FABRIC (TYP)
24
R1A
15" WELL GRADED MIX OF
8' MIN I
24' MAX
6" SALVAGED ONSITE
IN-SITU SAND, #57, CLASS
1.7
COBBLE/GRAVEL
A, B, AND #1 STONE
3.0
BED MATERIAL
1.4
Profile View
HEAD OF RIFFLE ELEVATION
BOULDER OR LOG STEP - LOGS 12" DIA OR GREAT
BURY INTO BANK 2' MIN. (T
8' (MIN)
=8% MAX NAIL OF RIFFLE ELEVATION
NOTE:
• 12" MINIMUM DIAMETER COVER AND FOOTER LOG
ROCK STEP
(VARIES PER PLAN) KEY PIECES
(TYP) -
B
15"WELL GRADED MIX OF
IN-SITU SAND, #57, CLASS
A, B, AND #1 STONE
To e few TAIL OF RIFFLE ELEVATION
B -B' POINT PER PROFILE
70° TO 90°
(TYP)
_--BANKFULL
POOL
WIDTH PER
TYPICAL SECTION
BOULDER OR LOG STEP
► B'
HABITAT LOGS/BRUSH
RIFFLE MATERIAL
SEE SHEET 5.2 DETAIL
ROCK STEP
(OR LOG STEP PER
PLANS)
(INVERT OF ROCK OR LOG STEP - ^
NOTES: ROCK STEP SHOWN)
• VARY THE SEQUENCE, TYPE AND ORIENTATION OF STEPS (DROPS). USE ROCK
STEP DETAIL AS A GUIDE FOR VARIATIONS IN ORIENTATION/CONFIGURATION.
• KEY PIECES ARE LOWER MOBILITY STONE THAT PROVIDE GRADE CONTROL AND
TOE PROTECTION. USE CLASS 1 STONE OR SALVAGED ONSITE BOULDERS MIN �� A
0.S'x1'x1.5'. JAZZ LOGS SHOULD BE WORKED IN AS EQUIVALENT OF KEY PIECES. Plan View
• ROCK STEP OR LOG STEP AT END OF CASCADE RIFFLE PAID SEPARATE.
• NUMBER OF INTERNAL STEPS (INCLUDING STEPS AT THE BEGINNING OF A
CASCADE SEQUENCE) VARIES BASED ON LENGTH AND SLOPE. RIFFLES SHALL BE
1.2 -1.8 TIMES THE AVERAGE CHANNEL SLOPE. STEP DROPS SHALL BE BETWEEN
0.2-0.5' MEASURED AT THE WATER SURFACE.
• FOOTER ROCK OR LOG SHOWN. FOOTER ONLY REQUIRED WHEN MINIMUM
UNFOOTERED DIMENSION OF ROCK OR LOG IS NOT MET. A MINIMUM OF 16" �LO9-Rock Cascade Riffle
OF RIFFLE MATERIAL SHALL BE PLACED OVER FILTER FABRIC TO PROTECT. 6 2
IF A RIFFLE ENDS WITH A SILL IT WILL BE SHOWN IN THE PLANS. REFER TO Not to Scale
LOG/ROCK SILL DETAIL.
INVERT ELEVATION TPER PROFILE
FLOW
T
W 0
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING
_ Y
/SCOUR \
POOL )
EXCAVATE POOL
PER PROFILE
'X /
5' OF
LOG
BURIED
Plan View IN
BANK
NOTE:
HEADER BOULDER MAY BE ELIMINATED AT DISCRETION OF ENGINEER.
HEADER LOG
TOP OF BANK
FLOW H
S��
�o
6" SALVAGED ONSITE
COBBLE/GRAVEL FOOTER LOG
BED MATERIAL SPrfinn R -R'
CR -LR
CR -RR
COBBLE/GRAVEL
NOTE:
• 12" MINIMUM DIAMETER COVER AND FOOTER LOG
ROCK STEP
(VARIES PER PLAN) KEY PIECES
(TYP) -
B
15"WELL GRADED MIX OF
IN-SITU SAND, #57, CLASS
A, B, AND #1 STONE
To e few TAIL OF RIFFLE ELEVATION
B -B' POINT PER PROFILE
70° TO 90°
(TYP)
_--BANKFULL
POOL
WIDTH PER
TYPICAL SECTION
BOULDER OR LOG STEP
► B'
HABITAT LOGS/BRUSH
RIFFLE MATERIAL
SEE SHEET 5.2 DETAIL
ROCK STEP
(OR LOG STEP PER
PLANS)
(INVERT OF ROCK OR LOG STEP - ^
NOTES: ROCK STEP SHOWN)
• VARY THE SEQUENCE, TYPE AND ORIENTATION OF STEPS (DROPS). USE ROCK
STEP DETAIL AS A GUIDE FOR VARIATIONS IN ORIENTATION/CONFIGURATION.
• KEY PIECES ARE LOWER MOBILITY STONE THAT PROVIDE GRADE CONTROL AND
TOE PROTECTION. USE CLASS 1 STONE OR SALVAGED ONSITE BOULDERS MIN �� A
0.S'x1'x1.5'. JAZZ LOGS SHOULD BE WORKED IN AS EQUIVALENT OF KEY PIECES. Plan View
• ROCK STEP OR LOG STEP AT END OF CASCADE RIFFLE PAID SEPARATE.
• NUMBER OF INTERNAL STEPS (INCLUDING STEPS AT THE BEGINNING OF A
CASCADE SEQUENCE) VARIES BASED ON LENGTH AND SLOPE. RIFFLES SHALL BE
1.2 -1.8 TIMES THE AVERAGE CHANNEL SLOPE. STEP DROPS SHALL BE BETWEEN
0.2-0.5' MEASURED AT THE WATER SURFACE.
• FOOTER ROCK OR LOG SHOWN. FOOTER ONLY REQUIRED WHEN MINIMUM
UNFOOTERED DIMENSION OF ROCK OR LOG IS NOT MET. A MINIMUM OF 16" �LO9-Rock Cascade Riffle
OF RIFFLE MATERIAL SHALL BE PLACED OVER FILTER FABRIC TO PROTECT. 6 2
IF A RIFFLE ENDS WITH A SILL IT WILL BE SHOWN IN THE PLANS. REFER TO Not to Scale
LOG/ROCK SILL DETAIL.
INVERT ELEVATION TPER PROFILE
FLOW
T
W 0
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING
_ Y
/SCOUR \
POOL )
EXCAVATE POOL
PER PROFILE
'X /
5' OF
LOG
BURIED
Plan View IN
BANK
NOTE:
HEADER BOULDER MAY BE ELIMINATED AT DISCRETION OF ENGINEER.
HEADER LOG
TOP OF BANK
FLOW H
S��
�o
6" SALVAGED ONSITE
COBBLE/GRAVEL FOOTER LOG
BED MATERIAL SPrfinn R -R'
B'
A�
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Z«Nnm'i
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m
�z"".V,o
�ZMi 2E
6" SALVAGED ONSITE
Vane Arm Dimensions
COBBLE/GRAVEL
R1A
R1B
R2
R3
W (FT)
1.7
2.0
1.9
3.0
H (FT)
1.4
1.1
1.0
1.2
X (FT)
17.7
14.5
13.4
17.6
0 (Degree)
220
25°
250
25°
Sm
7.6%
7.6%
7.4%
6.6%
Y (FT)
6.6
6.1
5.7
7.4
B'
A�
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Z«Nnm'i
�rcw ZMMz°
m
�z"".V,o
�ZMi 2E
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
OFFSET HEADER LOG
TOE OF SLOPE
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
HEADERLOG
NONWOVEN
FOOTER LOG
FILTER FABRIC
FILTER
FABRIC
EXTENDS S'
p
MIN.
4 Lo -Hook
62 Not to Scale

0
X
B
TIES INTO CHANNEL
i
a
Y
z
a
m
d
o
vi
or
O
O
�,o
1.4 1.2
W -i
0
X
B
NOTES: 1 Log Vane
• ON SMALLER STREAMS THE 6.3 Not to Scale
STABILIZATION BOULDER MAY BE
REMOVED PER ENGINEER'S DISCRETION.
• MEASURE FROM BANKTIE-IN ALONG
BACK OF LOG
SILL
PER PROFILE
!r
O
Vane Arm Dimensions
COBBLE/GRAVEL
CHANNEL
R1A R3
UT1C
W (FT)
1.7 3.0
1.0
EXTEND 5'
1.4 1.2
0.6
STABILIZE VANE
INTO BANK
7.2
WITH ONE BOULDER
22° 250
`
SCOUR
7.6% 6.6%
ON EACH SIDE
f\
POOL
3.0
I
I
B
\ /
EMBED LOG
EXCAVATE POOL
SILL ELEVATION 12" -15" DIAMETER LOG
PER PROFILE
Plan View
PER PROFILE (TYP)
NOTES: 1 Log Vane
• ON SMALLER STREAMS THE 6.3 Not to Scale
STABILIZATION BOULDER MAY BE
REMOVED PER ENGINEER'S DISCRETION.
• MEASURE FROM BANKTIE-IN ALONG
BACK OF LOG
SILL
PER PROFILE
!r
O
6" SALVAGED ONSITE
Vane Arm Dimensions
COBBLE/GRAVEL
CHANNEL
R1A R3
UT1C
W (FT)
1.7 3.0
1.0
H (FT)
1.4 1.2
0.6
X (FT)
17.7 17.6
7.2
0 (Degree)
22° 250
25°
S(%)
7.6% 6.6%
7.6%
Y (FT)
6.6 7.4
3.0
6" SALVAGED ONSITE
COBBLE/GRAVEL
CHANNEL
BED MATERIAL
HEADERLOG
STREAMBED
BOTTOM WIDTH
o FOOTER LOG
1111111111111111111111IM
NONWOVEN
FILTER FABRIC
EXTEND FILTER FABRIC
5' MIN. UPSTREAM BANK TIE IN
Section A -A'
INVERT ELEVATION
PER PROFILE
FLOW
H
SLOPE
TOP OF BANK
l HEADERLOG
FOOTER LOG
Profile B - B'
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
Plan View Profile A -A'
TOP OF BANK
SILL ELEVATION PER PROFILE
EMBED 5'
INTO
r BANK (TYP)
3 Rock Sill
6.3 Not to Scale
CLASS 2 HEADER STONE
� FOOTER STONE
FILTER FABRIC
oco
0° -15° ANGLE
PER FIELD DII
SILL ELEVATION
PER PROFILE (TYP)
Section B
FLOW
BACKFILL-'
FLOW
12" - 15" DIAMETER
BRUSH TOE, RIFFLE BACKFILL HEADERLOG
OR TRANSPLANTS TO LARGER
STREAMS AS DIRECTED BY 5TREA
ENGINEER
Plan View
EROSION CONTROL MAT
SIDE SLOI
TYPICAL SE
BOULDERI
PROTECTI
NONWOVEN FILTER FABRIC
Profile View
SILL ELEVATION PER
PROFILE
POOL LENGTH PER PROFILE
L POOL DEPTH PER PROFILE
\ 12" - 15" DIAMETER
FOOTER LOG
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
2
/�Log Sill
6.3 Not to Scale
OHANN EL
EO
05
OQ
Q�
FLOW
A ABANDONED A'
CHA.NEL
\\�
EL BACKFILL
NOTE: 0
FOOTER LOG TO BE ADDED IF DROP ISO U
MORE THAN HEADER LOG DIAMETER.
r+
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FSI
i -I
Section A -A'
s_
� O U
T O Z
4 Channel PlugC .
6.3 Not to Scale
E w`
3 x
CHANNEL
BOTTOM WIDTH
L
EMBED LOG
SILL ELEVATION 12" -15" DIAMETER LOG
4' (MIN.)
PER PROFILE (TYP)
Section A - A'
2
/�Log Sill
6.3 Not to Scale
OHANN EL
EO
05
OQ
Q�
FLOW
A ABANDONED A'
CHA.NEL
\\�
EL BACKFILL
NOTE: 0
FOOTER LOG TO BE ADDED IF DROP ISO U
MORE THAN HEADER LOG DIAMETER.
r+
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FSI
i -I
Section A -A'
s_
� O U
T O Z
4 Channel PlugC .
6.3 Not to Scale
E w`
3 x

I
Section A—A'
Symbol
Description
Dimension
Y
Total Length
66
Wt
Top Width
7
Wb
Bottom Width
3
Ysp
Scour Pool
Length
17
Dsp
Scour Pool
3
Depth
Yp
Step Pool
22
Length
E w`
Dp
Step Pool Depth
5
X
Step Pool Drop
3
Z
Step Pool Weir
0.5
Height
_
Backfill Stone
Class B
7.
Size
TO TYPICAL SECTION DIMENSIONS.
6"
ELEV. 6" ABOVE
DOWNSTREAM
RIFFLE INVERT
ELEV. 6" BELOW
POOL DEPTH
LE
T_
Plan View
:tion B—B'
3' WIDTH PER TYPICAL SECTIONS —
BACKFILL
EROSION CONTROL MATTING
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
17
� NATIVE SOIL
Section A=A'
NOTES:
i
• OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
a • INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND
SOIL TO FILL ANY VOID SPACE. LIGHTLY COMPACT BRUSH/WOODY
DEBRIS LAYER.
g • BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLELAND
j IS INSTALLED POINTING SLIGHTLY UPSTREAM.
•INSTALL MATTING OVER BRUSH/WOODY DEBRIS.
• INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING
TO TYPICAL SECTION DIMENSIONS.
• SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.
'COP
SCOPE
'COOP Fy04
Dp
i11 Step -Pool Conveyance
6.4 Not to Scale
]Plan View
Brush Toe - Small Streams
6.4 Not to Scale
UTI, UT2, UT3
INVERT ELEVATION
TOP OF BANK (TYPI PER PROFILE
HEADER ROCK
PLACE HEADER BOULDERS
WITH V TO 2' CLEAR SPACE OFFSET HEADER
BETWEEN ROCKS TOE OF SLOPE TYP 2, TO
UPSTRREAEA M OF FOOTER
EXCAVATE POOL TOE OF SLOPE
B / `/ PER PROFILE NONWOVEN
FLOW 1 A,— SCOUR FILTER FABRIC — CHANNEL BED
POOL
Y Q, B' CLASS A/B FOOTER ROCK
6"
ELEV. VABOVE
TOP OF BANK (BANKFULL) DOWNSTREAM
RIFFLE INVERT \�\\
BASE LOG
4"-6" DIAMETER v
i
EROSION CONTROL
MATTING —
>nZ�. DENSELY PACKED
0�1
WOODY DEBRIS
e
VANE ARM
LENGTH
(X)
STONE
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
Section A -A'
STRUCTURE INVERT
ELEVATION PER PROFILE.
TOP OF BANK HEADER ROCK
H TOE OF SLOPE S<OPE S
IL
FOOTER ROCK
Profile View B -B'
z Rock Vane
6.4 Not to Scale
3' WIDTH PER TYPICAL SECTIONS
BACKFILL
EROSION CONTROL MATTING
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
LOG
BACKFILL 6-12" DIAMETER
ELEV. 6" BELOW 2' MIN NATIVE SOIL
POOL DEPTH
Section A -A'
DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
�Ct IPl
GF 9
COQ r
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LA'
Plan View
EROSION CONTROL MATTING
/� BASE LOGS PERPENDICULAR TO FL
�? � BASE LOGS PARALLEL TO FLOW
Brush Toe - Large Streams
6.4 Not to Scale
Bull Creek
A�
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BRUSH MATERIAL TO BE
NOTES:
1.
OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
m
2.
INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE.
WITH BANK
N
DIAMETER 6"-12".
BRUSH MATERIAL
3.
INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS
TO BE INSTALLED
� •V�yl
ALONG BANK, RESTING ON TOP OF PARALLEL BASE LOGS. BASE
FLUSH WITH BANK
LOGS SHALL BE V-12" DIAMETER.
4.
INSTALLA DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON-SITE
E w`
AND SOIL TO FILL ANY VOID SPACE. LIGHTLYCOMPACT
C
BRUSH/WOODY DEBRIS LAYER.
5.
BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL
AND IS INSTALLED POINTING SLIGHTLY UPSTREAM.
6.
INSTALL MATTING OVER BRUSH/WOODY DEBRIS.
7.
INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING
TO TYPICAL SECTION DIMENSIONS.
8.
SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND
BANK STABILIZATION PER PLANS.
F�Olt,
,rte
LA'
Plan View
EROSION CONTROL MATTING
/� BASE LOGS PERPENDICULAR TO FL
�? � BASE LOGS PARALLEL TO FLOW
Brush Toe - Large Streams
6.4 Not to Scale
Bull Creek
A�
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BRUSH MATERIAL TO BE
INSTALLED FLUSH
m
a
m
WITH BANK
N
-
g
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T
E w`
C
3 x

BUFFER WIDTH DIBBLE BAR
VARIES
PLANTING BAR SHALL HAVE A
BANKFULL
BLADE WITH A TRIANGULAR NOTES:
0 0 0 0 0 0 0 0 0 0 0 0 0
CROSS-SECTION, AND SHALL
O O O O O O O O O O O O
RESTORED
CHANNEL
BE 12 INCHES LONG, 4 1. ALL SOILS WITHIN THE BUFFER
,
INCHES WIDE AND 1 INCH PLANTING AREA SHALL BE
'
THICK AT CENTER. DISKED, AS REQUIRED, PRIOR
TO PLANTING.
ROOTING PRUNING 2. ALL PLANTS SHALL BE
SPACING PER
PROPERLY HANDLED PRIOR TO
DO NOT JOIN PANELS AT ANGLES
PLANTING PLAN
ALL ROOTS SHALL BE PRUNED INSTALLATION TO INSURE
SUCH AS AT THE TOE OF A SLOPE.
Section View
TO AN APPORIATE LENGTH SURVIVAL.
TO PREVENTJ-ROOTING.
PANELS SHOULD ONLY BE JOINED
WHEN PERPENDICULAR TO EACH OTHER.
3
INSERT THE DIBBLE, OR REMOVE THE DIBBLE, OR
INSERT THE DIBBLE, OR
PUSH THE DIBBLE, OR PULL BACK ON THE REMOVE THE DIBBLE, OR
SHOVEL, STRAIGHT SHOVEL, AND PUSH THE
SHOVEL, SEVERAL
SHOVEL, DOWN TO HANDLE TO CLOSE THE SHOVEL, AND CLOSE AND
DOWN INTO THE SOIL SEEDLING ROOTS DEEP
INCHES IN FRONT OF
THE FULL DEPTH OF BOTTOM OF THE FIRM UP THE OPENING
TO THE FULL DEPTH OF INTO THE PLANTING HOLE.
THE SEEDLING AND
THE BLADE. PLANTING HOLD. THEN WITH YOUR HEEL. BE
THE BLADE AND PULL PULL THE SEEDLING BACK
PUSH THE BLADE
PUSH FORWARD TO CLOSE CAREFUL TO AVOID
a°°o°`000
a o°°o°o
BACK ON THE HANDLE UP TO THE CORRECT
HALFWAY INTO THE
THE TOP, ELIMINATING AIR DAMAGING THE SEEDLING.
,
° °Oo°o°o°a
o°C°Y°O°O°O°O°Y°Yw°O°o.
a_-o°o°000 O
TO OPEN THE PLANTING PLANTING DEPTH (THE
SOIL. TWIST AND PUSH
POCKETS AROUND THE
o°O°O°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°000�
HOLE. (DO NOT ROCK ROOT COLLAR SHOULD BE
THE HANDLE FORWARD
ROOT.
THE SHOVEL BACK AND 1 TO 3 INCHES BELOW THE
TO CLOSE THE TOP OF
NOTE:
FORTH AS THIS CAUSES SOILSURFACE). GENTLY
THE SLITTO HOLD THE
SOIL IN THE PLANTING SHAKE THE SEEDLING TO
SEEDLING IN PLACE.
• TERRACELLTO BE INSTALLED AT
HOLE TO BE ALLOW THE ROOTS TO
CATTLE CROSSING BETWEEN KEE
COMPACTED, STRAIGHTEN OUT. DO
J �TerraCe Cross Section Joint Details
ROAD AND BEGINNING OF BULL
INHIBITING ROOT NOT TWIST OR SPIN THE
1 Bare Root
Planting
6.5
CREEK REACH E. SEE SHEET 2.6.
GROWTH. SEEDLING OR LEAVE THE
6.5 Not to Scale
Not to Scale
ROOTS J -ROOTED.
CFO COMPONFLINTS—
TOP OF BANK
TOP OF BANK
TRANSPLANTED SOD AND ROOTMASS
TRANSPLANTED
SOD AND ROOTMASS
TOE OF SLOPE TOE OF SLOPE
TOP OF BANK
LINEAR SPACING
TOP OF BANK
LINEAR SPACING
, , w ,, w
B' SPACING FOR LIVE STAKES
4' SPACING FOR JUNCUS PLUGS
6' SPACING FOR LIVE STAKES
D
TOE OF SLOPE
4' SPACING FOR LIVE STAKES
6' SPACING FOR JUNCUS PLUGS
�
FLOW
Plan View Plan View
Bull Creek (Mainstem Reaches) UT1A, UT1B,
UT1C, UT2, UT2A,
Section View.
UT2B, UT2C,
UT3, UT3A, UT313,
Riffle Installation
Plan View
UT3C
Riffle Installation CONSTRUCTED RIFFLE
LIVE STAKE AT
TOPOFBANK
NOTE:
1.
CONTRACTOR RESPONSIBLE TO FOLLOW PLANVIEW DETAILS BY REACH
SHOWN ABOVE
JUNCUS PLUG
AT NORMAL
BASEFLOW TOE (TVP) /���'��'✓�
TOE OF SLOPE
NOTES:
BASEFLOW W.S.
SOD MATS MAY BE USED IN LIEU OF EROSION CONTROL MATTING.
EROSION CONTROL
•
MATTING (SEE DETAIL)
• PREPARE THE BANK WHERE THE SOD MAT WILL BE TRANSPLANTED BY
RAKING & FERTILIZING.
• EXCAVATE TRANSPLANT SOD MATS WITH A WIDE BUCKET AND AS MUCH
Section View
ADDITIONAL SOIL MATERIAL AS POSSIBLE.
• PLACE TRANSPLANT ON THE BANK TO BE STABILIZED.
3
Transplanted Sod Mats SECURE WITH SOD STAPLES.
Streambank Plantln
6.5
Not to Scale
: FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
4 g
ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6.5 Not to Scale
• PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT THEY TOUCH.
m
A�
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o
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.N
Q

6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
ECO -STAKE (TYP)
3' MAX. "TOP OF BANK
SPACING
`TOE OF SLOPE
Plan View
EROSION CONTROL
MATTING (TYP)
ECO-STAKE(TYP) \
TOE OFSLOPE�
NOTES:
• TOP ROW OF STAKES SHOULD
FACE AWAY FROM THE STREAM.
• BOTTOM ROW OF STAKES SHOULD
FACE TOWARDS THE STREAM.
• MIDDLE ROWS OF STAKES
SHOULD FACE UPSTREAM.
NOTE:
• PROVIDE STABILIZED OUTLET TO
STREAMBED.
Section View
TOP OF BANK
1 Erosion Control Mattin&
6.6 Not to Scale
IMPERVIOUS DIKE /
(SEE INSET "B')\ �1
4, 1.25"
6" MIN
L
INTAKE HOSE
/PUMP
TOP AND BOTTOM STRAND _
SHALL BE 10 GAUGE MIN.
7,7777
WIRE
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 12}GAGE MIN.
FILTER FABRIC
FILTER FABRIC
COMPACTED FILL EXISTING GROUND
811 STEEL POST
2'-0" DEPTH
EXTEND FABRIC � 4
INTO TRENCH
z Temporary Silt Fence
6.6 Not to Scale
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
BAG PLACED ON SEWN IN SPOUT
AGGREGATED OR STRAW. HIGH STRENGTH STRAPPING
FOR HOLDING HOSE EXISTING TERRAIN DEWATERING BAG
DISCHARGE HOSE/
DEWATERING BAG
(SEE INSET "A")
10'X S' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
6.6 Pump Around System
Not to Scale
10' MIN.
LTER FABRIC
Inset "C"
STREAM BED
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
m
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NOTES:
• USE WIRE A MINIUM OF 32" IN WIDTH AND
IN PLACE.
WITH A MINIMUM OF 6 LINES OF WIRES WITH
10'
DEWATERING
• USE FILTER FABRIC A MINIMUM OF 36" IN
DISCHARGE HOSE
0
BAG
_WATER FLOWti
WIRES AS DIRECTED BY THE ENGINEER.
FROM PUMP
U
ANGLESTEELTYPE. ANGLESTEELTYPE.
O
15'�.
FLEXIBLE
LA
�8" of CLASS
DISCHARGE HOSE
0
�z
FILTER FABRIC
Inset "A"
Dewatering Bag
15' to 20'
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS
SHEETING
ACTIVE WORK AREA
FLOW
i -i
INTAKE HOSE "
Inset T"
IMPERVIOUS DIKE Impervious Dike
E
(SEE INSET "B")
/
PWATERING
PUM_ i
DISCHARGE HOSE/
DEWATERING BAG
(SEE INSET "A")
10'X S' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
6.6 Pump Around System
Not to Scale
10' MIN.
LTER FABRIC
Inset "C"
STREAM BED
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
m
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NOTES:
• USE WIRE A MINIUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINES OF WIRES WITH
12" STAY SPACING.
• USE FILTER FABRIC A MINIMUM OF 36" IN
+��
0
WIDTH AND FASTEN ADEQUATELY TO THE
WIRES AS DIRECTED BY THE ENGINEER.
• PROVIDE S' STEEL POST OF THE SELF -FASTENER
U
ANGLESTEELTYPE. ANGLESTEELTYPE.
O
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RIP -RAP COVERED BY
APPROPRIATELY LARGE
COARSE AGGERGITE I J I / ANGULAR ROCK.
25' MIN. 25' MIN.
NOTES
• THIS TYPE OF CROSSING CAN BE
INSTALLED IN BOTH A WET OR DRY
WEATHER STREAM CONDITION WHERE
THE DRAINAGE AREA EXCEEDS 10 ACRES.
• REMOVE DURING CLEANUP.
• CONTRACTOR MAY ELECT TO USE A
TEMPORARY BRIDGE CROSSING. IF
HE/SHE DOES, IT MUST CONFORM TO
THE "MANUAL FOR EROSION AND
SEDIMENT CONTROL IN [STATE]"
BL
Section View
1 iemporary TemporaryStream Crossing - Culvert
6.7 of to Scale
Ephemeral Pool
6.7 Not to Scale
AX
IN LIFTS AND
AND BRUSH.
MUD MATS
SUPPORT LOG
12" 0 MIN.
S' DIM
WATER DIVERSION CHANNEL
L�� _,/
- 10
FILTER FABRIC
CLASS B
STONE
NOTES:
• CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
• MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS.
DO NOT EXCAVATE CHANNEL BOTTOM.
• INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
• MAINTAIN CROSSING SO THAT RUNOFF IN THE
CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL.
• STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE
OF THE MUD MAT.
• CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO EQUIPMENT UTILIZED.
Temporary Stream Crossing - Mud Mat
6.7 Not to Scale
MATERIAL SPECIFICATIONS
Ip IQ
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CD
OI
m
O
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O
N
O Q
Or
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�
TENSILE YIELD
ASTM D638
Plan View
COARSE AGGREGATE 6"
ASTM D638
MIN. 48" PIPE DIAMETER
1/2 DIAMETER OF PIPE OR 12",
ASTM D638
EARTH FILL COVERED BY
WHICHEVER IS GREATER
N/A
APPROPRIATELY
- _ RGE ANGULAR ROCK.
NOTES
• THIS TYPE OF CROSSING CAN BE
INSTALLED IN BOTH A WET OR DRY
WEATHER STREAM CONDITION WHERE
THE DRAINAGE AREA EXCEEDS 10 ACRES.
• REMOVE DURING CLEANUP.
• CONTRACTOR MAY ELECT TO USE A
TEMPORARY BRIDGE CROSSING. IF
HE/SHE DOES, IT MUST CONFORM TO
THE "MANUAL FOR EROSION AND
SEDIMENT CONTROL IN [STATE]"
BL
Section View
1 iemporary TemporaryStream Crossing - Culvert
6.7 of to Scale
Ephemeral Pool
6.7 Not to Scale
AX
IN LIFTS AND
AND BRUSH.
MUD MATS
SUPPORT LOG
12" 0 MIN.
S' DIM
WATER DIVERSION CHANNEL
L�� _,/
- 10
FILTER FABRIC
CLASS B
STONE
NOTES:
• CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
• MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS.
DO NOT EXCAVATE CHANNEL BOTTOM.
• INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
• MAINTAIN CROSSING SO THAT RUNOFF IN THE
CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL.
• STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE
OF THE MUD MAT.
• CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO EQUIPMENT UTILIZED.
Temporary Stream Crossing - Mud Mat
6.7 Not to Scale
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGESAFTY
FENCE r
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4' MIN.
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
r, --)Safety Fence
6.7 Not to Scale
18" MIN.
AO�&;
=
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MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOMENDED COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK (%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERT TO MOST CHEMICALS AND ACIDS
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGESAFTY
FENCE r
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4' MIN.
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
r, --)Safety Fence
6.7 Not to Scale
18" MIN.
AO�&;
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'Tj
RADIUS OF TREE PROTECTIO
BARRIER PER PLANS.
70'
Plan View
CLASS A STONE
—�
6' WOODEN OR METAL "T" POSTS
8" MIN. DEPTH
_/
SHALL BE USED AS STANDARD.
SAFETY FENCE SHALL BE ATTACHED TO
J\`
REMOVE ALL BRUSH AND
STANDARDS TO FORM BARRIER.
12
DEBRIS FROM INSIDE DRIPLINE.
T
I
3'
NOTES:
3'
NOTES:
• PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS.
• CONTRACTOR MUST ESTABLISH TREE
• LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS
PROTECTION/SAFETY FENCE AROUND THE
AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT
MAGNOLIA TREE ON UT1 APPROX. STA 201+90
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
BEFORE CONDUCTING ANY WORK IN THE
• MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
Section View
VICINITY.
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC
. ALL TREE PROTECTION BARRIERS SHALL BE
TOP DRESSING WITH STONE WILL BE NECESSARY.
REMOVED PRIOR TO CONTRACTOR
• ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
2 Tree Protection DEMOBILIZATION.
CLEANED IMMEDIATELY.
%11 Construction Entrance
6.8 Not to Scale • SEE PLANS FOR LOCATION OF ALL TREE
• USE CLASS A STONE OR OTHER COARSE AGGREGATE
6.8 Not to Scale
PROTECTION BARRIERS.
APPROVED BY THE ENGINEER.
• PLACE FILTER FABRIC BENEATH STONE.
a a
r
N0. 57 STONE
I I I
Y a O
NATIVE MATERIAL AND
BACKFILL (ON-SITE NATIVE
m O LL
A
COURSE FILL FROM EXISTING
MATERIALS OR N0. 57 STONE )
STREAMBED. REPLACE WITH
HEADER ROCK
a
B
B'
MAX 2:1 SLOPE. B
00 00
4;�Eu
1' OFFSET HEADER
0.25'TO 0.5'
WORK AR
EXISTING UPSTREAM OF FOOTER
FLOW
A
`�`
ERODED BANK � � � CHANNEL BED
7A!
CLASS B
—
FOOTER ROCK
20'
RIPRAPINSTALL
AND MAINTAIN THREE Plan View
F
EXTEND FILTER FABRIC
CHECK DAMS LOCATED AT
B
T MIN. UPSTREAM
DOWNSTREAM
LIMITS OF PROJECT.
Section A -A'
20'
2' MIN.M SPILLWAY CREST
NO. 57 STONE 4INCHES —I I—
CHANNEL BOTTOM
Plan View
WIDE ON UPSTREAM FACE
FLOW
CLASS B RIPRAP
TOP SITS 0.5'
NORMAL ABOVE BASEFLOW.
BASEFLOW r 0.5'
TOP OF BANK
3'
1
Plan View
� 5' MIN. �
.�� EXISTING
ERODED BANK
Section B -B' FOOTER ROCK
Section A -A'
HEADER ROCK
BASE FLOW
ELEVATION
FLOW E
WORK 20 20
TOP OF BANK
05
FLOW
A��
AREA
STREAM
,
—yam SEE PROFILE
WIDTH
1
/
EMBED BOULDERS 1.0'(MIN) FOOTER ROCK
CONTRACTOR SHALL REMOVE
BELOW CHANNEL BED
Profile View SEDIMENT WHEN
DEPTH CLASS B RIPRAP 3
Profile View C -C
REACHES 12".
NOTE:
TOE OF SLOPE Section B -B'
. FOR STREAM BEDS
Boulder Toe Protection
WITH COARSE
a
SUBSTRATE OVIDE
ialTemPorary Rock Sediment Dam
s.s Not to Scale
FOOTER ROCKS.
6.8 Not to Scale
'Tj

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TRANSPLANTED VEGETATION
AND ROOTMA55
TRANSPLANTED VEGETATION
AND ROOTMASS
TOP OF BANK
TOP OF BANK
EROSION CONTROL
TINSTALL
.�; MATTING (TYP.)
OUTER LAYER 26 OZ / YD2
TOE OF SLOPE
ADDITIONAL VEGETATION SUCH AS
LIVE STAKES, ROOTED SEEDLINGS, AND ETC.
COIR MATTING INNER LAYER 11.2 OZ. / YD'
FLOW
FIBER BLANKET
C
COMPACTED SOIL 12" TO 18" THICK
ft
Section View
Riffle Installation
Plan View CONSTRUCTED RIFFLE
LIVE CUTTINGS
\
Riffle Installation
TRANSPLANTED VEGETATION
BIODEGRADABLE EROSION
"A")
n Inset "A"
AND ROOTMASS TOP OF BANK
CONTROL FABRIC (SEE INSET
Matting and Blanket
EROSION CONTROL
MATTING (TYP.)
OPTIONAL LIVE FASCINE
BUNDLE OR 2' COIR LOG y
SECURED WITH 36" STAKES.
HEIGHT VARIES 2"
2
/
rPHILL
�
�^ ��-�
Section View%
Pool Installation w/ Root
' ' ' ' ' ' ' ' ' ' ' 18" TO 36"
Wads
ROCK TOE PROTECTION NOTES:
(CLASS B - VARIES PER
NOTES:
STREAM SIZE)
. ROOTED/LEAFED CONDITION OF THE LIVING
PLANT MATERIAL IS NOT REPRESENTATIVE OF
• BANK TO BE STABILIZED THAT WILL ACCOMMODATE
THE TIME OF INSTALLATION.
THE SIZE OF TRANSPLANT TO BE PLACED.
O�
Q�
• BOTTOM OF FIRST COMPACTED EARTH LIFT TO
• EXCAVATE TRANSPLANT. EXCAVATE THE ENTIRE ROOT�pQ
ppm
Section View
BE PLACED 6" ABOVE NORMAL BASEFLOW. Typical Stakes
MASS AND AS MUCH ADDITIONAL SOIL MATERIAL AS
Q
• NUMBER OF COMPACTED EARTH LIFTS TO
POSSIBLE. IF ENTIRE ROOT MASS CANNOT BE
VARY DEPENDING ON DESIGN TOP OF BANK
EXCAVATED IN ONE BUCKET LOAD, THE TRANSPLANT IS
��
Plan View
HEIGHT.
TOO LARGE AND ANOTHER SHOULD BE SELECTED.
Pool Installation w/ Root Wads
• PLACE TRANSPLANT IN THE BANK TO BE STABILIZED 50
THAT VEGETATION IS ORIENTATED VERTICALLY.
• FILL IN ANY HOLES AROUND THE TRANSPLANT AND
COMPACT.
• ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE
i21 Vegetated Soil Lift
REMOVED.
1
Transplanted Vegetation
6.9 Not to Scale
• PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH
6.9
THAT THEY TOUCH.
Not to Scale
TOP OF BANK
BASEFLOW WATER BURY 5' INTO
BRANCH CUTTINGS (TYP)
2 2
SURFACE ELEVATION �03� STREAM BED
16 GAUGE GALVANIZED
2"f� r 2"f� r
\ \
WIRE SECURED TO STAKES
UPHILL f UPHILL
1
TOP OF BANK
TOP OF COVER LOG AT BANK SHALL TOP OF BANK
LIVE FASCINE BUNDLE OR
12" COIR LOG SECURED
MATCH ELEVATION AT HEAD OF NEXT
WITH 36" STAKES AND WIRE
DOWNSTREAM RIFFLE
��
BASEFLOW WATER
ii�y�
24"
TOP OF BANK
SURFACE ELEVATION
2' to 3'
36.,
10'-12'
SECURE WITH 24"
30°
LONG STAKES (TYP)
S' MIN.
Section View
BASEF
WATER
Typical
SURFACE E
SURFACE ELEVATION
PLACE BOULDER TOP
SHALL BE A MINIMUM
Stakes
5' MIN. OF LOG TO STABLIZE LOG
IZ
OF 35 BRANCH CUTTINGS
16 GAUGE GALVANIZED
PER SQUARE YARD
WIRE SECURED TO STAKES
(1 INCH MAX. DIAMETER)
Elevation View
BAN(TYP)
FILL IN GAPS WITH
BURY S' INTO
_
TOP SOIL.
STREAM BANK
NOTE:
1. BOARD FOR STAKES SHALL BE
2" X 2" X 24" OR 2" X 2" X 36"
Plan View
LIVE FASCINE BUNDLE AS DIRECTED BY THE ENGINEER.
OR 12" COIR LOG. 2. ROOTED/LEAFED CONDITIONS
NOTE:
TOE OF SLOPE (TY OF THE LIVING PLANT
• LOG SHALL BE A HARDWOOD
MATERIAL 15 NOT
SPECIES WITH A 12" MINIMUM
REPRESENTATIVE AT THE TIME
DIAMETER
OF INSTALLATION.
3
Cover Lo
6.9
Not to Scale
Brush Mattress Coir Lo
4 with
6.9 Not to Scale
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SEE INSET BELOW
316' DIAMETER STEEL CABLE
4" MAX
2.0' FROM TOP OF BANK MIN.
2.5" STEEL PIPE
E:!
4" MAX
STAINLESS S"
SPOT WELD %" STEEL CHAIN
TO 2.5: STEEL PIPE
W
CORNER POST
AND BARBED WIRE FENCE
(SEE DETAILI, SHEET 4.8)
4" MAX
H1
II�111111,1111 IIIIIIII
5 STRAND HIGH TENSIL
SEE CHART FOR STRANDS
AND SPACING 5" x 5" WOOD BRACE POST
4"x4" HORI:
rTOP BRACE
#9 WI
8'-0" MIN E9 8'-0" MIN
Line Braces
(MAXIMUM SPACING 330')
MNN I
MU U
}
Alternate Types of Staples
USE ONE #9 STAPLE OR TWO #16 STAPLES
AT EACH POINT OF ATTACHMENT.
HIGH TENSIL FENCE CHART
5" x 5" WOOD BRACE POSTS
NUMBER OF HIGH TENSIL STRANDS
4"x4" HORIZONTAL
5
TOP BRACE
A
2"
STRAND
B
10"
SPACING
C
12"
BRACE POSTS
H3
yl
LENGTH
Hl
8"
EXPOSED
H2
4'-5"
EMBEDMENT
H3
3'-5"
LINE POSTS
LENGTH
H4
6'-6"
EXPOSED
H5
4'-5"
EMBEDMENT
H6 1
2'-0"
HORIZONTAL BRAC 1
1
8'-0"
1 Suspended Cable Fence
6.10 Not to Scale
n Five Strand High Tensil Fence
6.10 Not to Scale
SPACED TO MAINTAIN
WIRE HEIGHT
FIBERGLASS OR
OTHER APPROVED
INSULATED POST
5" x 5" WOOD BRACE POSTS
12.5 GUAGE MIN
4"x4" HORIZONTAL
S STRAND HIGH TENSIL
TOP BRACE
5 STRAND HIGH TENSIL
SEE CHART FOR STRAND
SEE CHART FOR STRANDS
4"x4" HORIZONTAL AND SPACING
AND SPACING
H2
4 Hl
LINE POST A
4"x4" HORIZONTAL
H3
yl
V\`
TOP BRACE
0" O
5" x 5" CORNER moi'
WOOD BRACE POST � yl
n Five Strand High Tensil Fence
6.10 Not to Scale
SPACED TO MAINTAIN
WIRE HEIGHT
FIBERGLASS OR
OTHER APPROVED
INSULATED POST
USE WHEN CORNER ANGLE IS 15° OR GREATER
12.5 GUAGE MIN
SINGLE STRAND
S STRAND HIGH TENSIL
GALVANIZED
STEEL WIRE OR
SEE CHART FOR STRAND
5" x 5" WOOD BRACE STS
4"x4" HORIZONTAL AND SPACING
LINE POST A
4"x4" HORIZONTAL
f
TOP BRACE
B
B
H5
B
B
#9 WIR
H2
H4
C
TWISTED
H1
GROUNDH16
1 11-13
Li
12'-0..
8'-0"MIN
u
I�
TYPICAL SPACING ALL LINE POSTS
1
1
n Five Strand High Tensil Fence
6.10 Not to Scale
SPACED TO MAINTAIN
WIRE HEIGHT
FIBERGLASS OR
OTHER APPROVED
INSULATED POST
T ;-- R...,-
2" PAINTED
TUBE STEEL GATE
GATE POST
�LNJ �— GROUND LINE L� J
GATE POST ANCHOR
Li 4' or 16' L
A ... —
FIBERGLASS OR
Corner Brace
n Temporary Cattle Exclusion Fence
6.10 NCDOT Detail No. 866.04
Not to Scale
GATE POST
�I
5"
3' MINEI,'
•ITT
4 J
II
18" MIN
Detail of Gate
Post Anchor
USE CLASS "B" CONCRETE AT GATE
POSTS OR WHERE REQUIRED BY
SOIL CONDITIONS. CONCRETE MAY
CURVED TO FIT ALSO BE USED IN LIEU OF SETTING
DIAMETER OF FRAME POSTS TO THEIR MAXIMUM DEPTH.
CURVED TO FIT J o o
DIAMETER OF
BOLT HING
Bolt Hinge Hinge Clamp
(2 Required) (2 Required)
Hinge Assembly
4 2" Tube Steel Gate
6.10 Not to Scale
12.5 GUAGE MIN
SINGLE STRAND
GALVANIZED
STEEL WIRE OR
APPROVED
ALTERNATE.
NOTE:
1. SEE SPECIFICATIONS FOR
ENERGIZING, GROUNDING, AND
INSULATION REQUIREMENTS.
NOTES:
1. ALL POSTS AND BRACES MAY BE EITHER ROUND OR
SQUARE AT THE OPTION OF THE CONTRACTOR,
PROVIDED THE SAME TYPE IS USED THROUGHOUT
THE PROJECT.
2. DIMENSIONS SHOWN ARE THE DIAMETER OF
ROUND OR EDGE DIMENSIONS OF SQUARE POSTS
AND BRACES.
3. ERECT LINE BRACES BETWEEN END, CORNER OR
GATE POSTS. PLACE LINE BRACES AT INTERVALS NOT
TO EXCEED 300' AN AT THE END OF THE BARBED
WIRE ROLL.
4. THE 300' INTERVAL MAY BE REDUCED BY THE
ENGINEER ON CURVES WHERE THE DEGREE OF
CURVATURE IS GREATER THAN 3 DEGREES.
S. NOTCH BRACE POSTS 1" MINIMUM FOR
HORIZONTAL BRACES. PLACE TWO GALVANIZED 12d
OR THREE GALVANIZED 10d NAILS AT EACH END OF
ALL BRACES.
6. PLACE THE BRACE WIRE AROUND THE POST. DRAW
ALL BRACE WIRE TAUT BY TWISTING BETWEEN EACH
POST.
7. INSTALL THE FENCE FACING THE PROPERTY OWNER
EXCEPT THAT ON HORIZONTAL CURVES GREATER
THAN THREE DEGREES (3°) INSTALL THE FENCE TO
PULL AGAINST ALL POSTS. SEE NCDOT STD. 866.02
FOR FENCING AT DITCH CROSSINGS, BREAKS IN
GRADES AND R/W BREAKS.
8. USE LATCH DEVICE APPROVED BY THE ENGINEER.
HINGE ASSEMBLY AS SHOWN IS SUGGESTED.
SUBSTITUTION MAY BE SUBJECT TO APPROVAL BY
THE ENGINEER. USED 2" PAINTED STEEL PIPE FOR
GATE FRAME EXCEPT AS SHOWN HERE.
9. ANY COMBINATION OF GATE AND FENCE TYPE
MEETING THE APPROVAL OF THE ENGINEER IS
ACCEPTABLE AND IS NOT LIMITED TO THE EXAMPLES
SHOWN HEREON.
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7
12.5 GUAGE MIN
SINGLE STRAND
30-34"
GALVANIZED
STEEL WIRE OR
APPROVED
ALTERNATE.
T ;-- R...,-
2" PAINTED
TUBE STEEL GATE
GATE POST
�LNJ �— GROUND LINE L� J
GATE POST ANCHOR
Li 4' or 16' L
A ... —
FIBERGLASS OR
Corner Brace
n Temporary Cattle Exclusion Fence
6.10 NCDOT Detail No. 866.04
Not to Scale
GATE POST
�I
5"
3' MINEI,'
•ITT
4 J
II
18" MIN
Detail of Gate
Post Anchor
USE CLASS "B" CONCRETE AT GATE
POSTS OR WHERE REQUIRED BY
SOIL CONDITIONS. CONCRETE MAY
CURVED TO FIT ALSO BE USED IN LIEU OF SETTING
DIAMETER OF FRAME POSTS TO THEIR MAXIMUM DEPTH.
CURVED TO FIT J o o
DIAMETER OF
BOLT HING
Bolt Hinge Hinge Clamp
(2 Required) (2 Required)
Hinge Assembly
4 2" Tube Steel Gate
6.10 Not to Scale
12.5 GUAGE MIN
SINGLE STRAND
GALVANIZED
STEEL WIRE OR
APPROVED
ALTERNATE.
NOTE:
1. SEE SPECIFICATIONS FOR
ENERGIZING, GROUNDING, AND
INSULATION REQUIREMENTS.
NOTES:
1. ALL POSTS AND BRACES MAY BE EITHER ROUND OR
SQUARE AT THE OPTION OF THE CONTRACTOR,
PROVIDED THE SAME TYPE IS USED THROUGHOUT
THE PROJECT.
2. DIMENSIONS SHOWN ARE THE DIAMETER OF
ROUND OR EDGE DIMENSIONS OF SQUARE POSTS
AND BRACES.
3. ERECT LINE BRACES BETWEEN END, CORNER OR
GATE POSTS. PLACE LINE BRACES AT INTERVALS NOT
TO EXCEED 300' AN AT THE END OF THE BARBED
WIRE ROLL.
4. THE 300' INTERVAL MAY BE REDUCED BY THE
ENGINEER ON CURVES WHERE THE DEGREE OF
CURVATURE IS GREATER THAN 3 DEGREES.
S. NOTCH BRACE POSTS 1" MINIMUM FOR
HORIZONTAL BRACES. PLACE TWO GALVANIZED 12d
OR THREE GALVANIZED 10d NAILS AT EACH END OF
ALL BRACES.
6. PLACE THE BRACE WIRE AROUND THE POST. DRAW
ALL BRACE WIRE TAUT BY TWISTING BETWEEN EACH
POST.
7. INSTALL THE FENCE FACING THE PROPERTY OWNER
EXCEPT THAT ON HORIZONTAL CURVES GREATER
THAN THREE DEGREES (3°) INSTALL THE FENCE TO
PULL AGAINST ALL POSTS. SEE NCDOT STD. 866.02
FOR FENCING AT DITCH CROSSINGS, BREAKS IN
GRADES AND R/W BREAKS.
8. USE LATCH DEVICE APPROVED BY THE ENGINEER.
HINGE ASSEMBLY AS SHOWN IS SUGGESTED.
SUBSTITUTION MAY BE SUBJECT TO APPROVAL BY
THE ENGINEER. USED 2" PAINTED STEEL PIPE FOR
GATE FRAME EXCEPT AS SHOWN HERE.
9. ANY COMBINATION OF GATE AND FENCE TYPE
MEETING THE APPROVAL OF THE ENGINEER IS
ACCEPTABLE AND IS NOT LIMITED TO THE EXAMPLES
SHOWN HEREON.
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CLASS A/B STONE
WATER DIVERSION WATER DIVERSION
CHANNEL CHANNEL
12"
FILTER FABRIC
NOTES:
1. FORD CROSSING SHALL BE INSTALLED
PERPENDICULAR TO CHANNEL BANKS.
2. MAINTAIN DIVERSION CHANNELTO INSURE
RUNOFF DOES NOT ENTER CHANNEL.
3. CONTRACTOR SHALL DETERMINE
APPROPRIATE FORD DIMENSIONS.
1 Ford Crossing
6.11 Not to Scale

1120
1115
1110
1105
203+00
TOP WIDTH = 16'
(12' ROAD WIDTH)
MIN. TOP ELEVATION: 1114.00
1120
1115
1110
1105
OVER FLOW CHANNEL -10'
TYPE 2 WOVEN FILTER FABRIC
TOP 3" ABC STONE
WITHIN EASEMENT
S
5:1 SLOPE OR FLATTER
12" MIN. COVER
-----------
i\
\
\� i
TIE TO EXISTIP
TIE TO EXISTING GRADE \�
\
12"
/ R PLANS
PER PLANS i
2.0' 2.0'
- EXISTING GRADE
\
MIX CLASS A AND
\ /
CLASS B RIP RAP
16,
INITIAL BACKFILL, PLACED IN �\
LIFTS OF 6"-8" ONSITE SELECT
#57 STONE
\\ MATERIAL
49"W x 33"T CMP ARCH PIPE.' 6" MIN. BEDDING,
EMBED CULVERT 6" AS
UNDISTURBED NATIVE SOIL
INV. UP: 11 #57 STONE
SHOWN ON PROFILE.
INV. DOWN: 1110.80 \
BACKFILL WITH 50/50 MIX NOTE:
CLASS A/B RIP RAP MATERIAL PERMANENT CULVERTS SHALL NOT BE USED BY
MACHINERY DURING CONSTRUCTION UNLESS A
Typical Cross Section View at Center Of Road MINIMUM OF 3' OF COVER IS INSTALLED OVER
(Not to Scale)
CULVERT.
1120
1115
1110
1105
203+00
1120
1115
1110
1105
ELEV
=
1110.05
STA
203+48.01
2:1 EMBANKMENT SLOPE
STA = 203+79.01
ELEV = 1109.78
203+50
204+00
204+50
Profile View of UT1A Culvert
NCDOT CLASS A RIPRAP
I 7 I d a
F IIt
\
�F \
Plan View of UT1A Culvert Crossing
O U
pN E
o
o 8
1 CMP Pipe Arch Culvert Crossing- UT1A
\6-1y Not to Scale v
E w`
� 3 x-J-
ELEV
=
1110.05
STA = 203+79.01
ELEV = 1109.78
Profile View of UT1A Culvert
NCDOT CLASS A RIPRAP
I 7 I d a
F IIt
\
�F \
Plan View of UT1A Culvert Crossing
O U
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o
o 8
1 CMP Pipe Arch Culvert Crossing- UT1A
\6-1y Not to Scale v
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� 3 x-J-

TIE TO EXISTING GRADE
PER PLANS
\ \ 57"Wx38"T CMP ARCH PIPE.' 6 MIN. BEDDING, \
UNDISTURBED NATIVE SOIL INV. IN: 1095.16 �\ #575TONE
INV. OUT: 1094.85 \
Typical Cross Section View at Center Of Road
(Not to Scale)
1105
1100
1095r-
1090
210+50
1105
1100
1095
1090
EMBED CULVERT 6" AS
SHOWN ON PROFILE.
BACKFILL WITH 50/50 MIX
NOTE:
CLASS A/B RIP RAP MATERIAL
PERMANENT CULVERTS SHALL NOT BE USED BY
MACHINERY DURING CONSTRUCTION UNLESS A
MINIMUM OF 3' OF COVER IS INSTALLED OVER
CULVERT.
2:1 EMBAN KMENT SLOPE
III
—
IImI1
III -III-
= 210+97.00
ELEV =1095.16
STA
ELEV
= 211+36.00
=1094.85
STA
211+00
211+50
212+00
Profile View of UT1C Culvert Crossing
TYPE 2 WOVEN FILTER FABRIC
5:1 SLOPE OR FLATTER WITHIN EASEMENT /
i
TIE TO EXISTING GRADE
EXISTING GRADE PER PLANS
INITIAL BACKFILL, PLACED IN
LIFTS OF 6"-8" ONSITE SELECT
MATERIAL
\J\
f
X
NCDOT CLASS 1 RIPRAP
x
A
° ° ° ° ° x
°
° _
A,
i \` �`♦
Plan View of UT1C Culvert View of Culvert Crossing
m
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1 CMP Pipe Arch Culvert Crossing - UT1C
1 Not to Scale "
E w`
� 3 x
EMBED CULVERT 6" AS
SHOWN ON PROFILE.
BACKFILL WITH 50/50 MIX
NOTE:
CLASS A/B RIP RAP MATERIAL
PERMANENT CULVERTS SHALL NOT BE USED BY
MACHINERY DURING CONSTRUCTION UNLESS A
MINIMUM OF 3' OF COVER IS INSTALLED OVER
CULVERT.
\J\
f
X
NCDOT CLASS 1 RIPRAP
x
A
° ° ° ° ° x
°
° _
A,
i \` �`♦
Plan View of UT1C Culvert View of Culvert Crossing
m
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A
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1 CMP Pipe Arch Culvert Crossing - UT1C
1 Not to Scale "
E w`
� 3 x

TIE TO EXISTING GRADE
PER PLANS
i
\ \ 42"Wx29"T CMP ARCH PIPE.' fi MIN. BEDDING, \
UNDISTURBED NATIVE SOIL INV. IN: 1089.48 �\ #57 STONE
INV. OUT: 1089.22 \
Typical Cross Section View at Center Of Road
(Not to Scale)
1100
1095
1090
1085
302+50
1100
1095
1090
1085
=III
III=
2:1 EMBANKMENT
SLOPE
STA
ELEV
L
= 303+15.00
= 1089.48
STA =
ELEV
303+49.00
=1089.22
303+00
303+50
304+00
Profile View of UT2A Culvert Crossing
TYPE 2 WOVEN FILTER FABRIC
5:1 SLOPE OR FLATTER WITHIN EASEMENT /
TIE TO EXISTING GRADE /
EXISTING GRADE PER PLANS
INITIAL BACKFILL, PLACED IN �\
LIFTS OF 6"-8" ONSITE SELECT
MATERIAL
EMBED CULVERT 6" AS
SHOWN ON PROFILE.
BACKFILL WITH 50/50 MIX NOTE:
CLASS A/B RIP RAP MATERIAL PERMANENT CULVERTS SHALL NOT BE USED BY
MACHINERY DURING CONSTRUCTION UNLESS A
MINIMUM OF 3' OF COVER IS INSTALLED OVER
CULVERT.
/
sr3j
1
�. NCDOT CLASS 1 RIP RAP
d
4,1 a
C al' X
/
/
/
/ I
I She3j
1 � �
1 I ,
1 S,ryJ
Plan View of UT2A Culvert Crossing
/
/
/
/
O U
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� 8
1 CMP Pipe Arch Culvert Crossing - UT2
1 Not to Scale "
E w`
� 3 x

TIE TO EXISTING GRADE
PER PLANS
TOP WIDTH = 16'
(12' ROAD WIDTH)
MIN. TOP ELEVATION: 1084.00 -
OVER FLOW CHANNEL -10'
TOP 3" ABC STONE
5 12" MIN. COVER
12" �
50/50 MIX CLASS A AND 2.0' 2
CLASS B RIP RAP
#57 STONE
\ \
49"W x 33"TCMP ARCH PIPE.' 6"MIN. DDING,>
UNDISTURBED NATIVE SOIL IN IN: 1079.95 �\ #57 STONE
INV.OUT: 1079.68 \
Typical Cross Section View at Center Of Road
(not to scale)
1090
1085
1080
STA = 407+77.00
ELEV = 1079.95
1075
407+50
1090
1085
2:1 EMBANKMENT SLOPE
1080
STA = 408+09.00
ELEV = 1079.68
1075
408+50
III
408+00
Profile View of UT3C Culvert
TYPE 2 WOVEN FILTER FABRIC
5:1 SLOPE OR FLATTER WITHIN EASEMENT /
i
TIE TO EXISTING GRADE
EXISTING GRADE PER PLANS
INITIAL BACKFILL, PLACED IN �\
LIFTS OF 6"-8" ONSITE SELECT
MATERIAL
EMBED CULVERT 6" AS
SHOWN ON PROFILE.
BACKFILL WITH 50/50 MIX NOTE:
CLASS A/B RIP RAP MATERIAL PERMANENT CULVERTS SHALL NOT BE USED BY
MACHINERY DURING CONSTRUCTION UNLESS A
MINIMUM OF 3' OF COVER IS INSTALLED OVER
CULVERT.
,
------- /
j 4
x
10
I
i, O 11
d m / i i �/ l r
i
--_-- ° / J % NCDOT CLASS%l RIPRAP
ty
c '
°
°i
1083 1 t � ° 11
P cE. P P 1
Plan View of UT3C Culvert Crossing
H O
—
U')
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1 CMP Pipe Arch Culvert Crossing - UT3C
\Q�ly Not to Scale "
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� 3 x

TIE TO EXISTING GRADE
PER PLANS
TOP 3" ABC STONE
C•1 CI nDC 11D CI AT TCD WITWIAI CACC•AMT _vow
UNDISTURBED NATIVE SOIL
1080
1075
1070
1065
158+00
O
U
E
pN
� 8
1080
1075
1070
1065
E
w`
3
x
EMBANKMENT
�d
2:1
SLOPE
STA
ELEV
=158+71.00
= 1072.68
STA = 159+04.00
ELEV = 1072.42
158+50
159+00
159+50
Profile View of Bull Creek Reach 3 Culvert Crossing
TOP WIDTH= 16'
(12' ROAD WIDTH)
12" MIN. COVER
TYPE 2 WOVEN FILTER FABRIC
,UAL CMP PIPE ARCH#57 STONE ' EMBED CULVERT 6" AS
36"TX55"W SHOWN ON PROFILE. NOTE:
INV. IN: 1072.68 BACKFILL WITH 50/50 MIX PERMANENT CULVERTS SHALL NOT BE USED BY
INV. OUT: 1072.42 CLASS A/B RIP RAP MATERIAL MACHINERY DURING CONSTRUCTION UNLESS A
Typical Cross Section View at Center Of Road MINIMUM OF 3' OF COVER IS INSTALLED OVER
(not to scale) CULVERT.
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Plan View of Bull Creek Reach 3 Culvert Crossing
(a) CMP Pipe Arch Culvert Crossing - Bull Creek Reach 3
1 Not to Scale
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