20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_01_TO_15.pdf
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PREPARED BY
NATURAL RESOURCES CONSERVATION SERVICE
WETLAND RESERVE EASEMENT
LOCATION MAP
NTS.
VICINITY MAP
NTS.
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO RESTORE THE WETLAND
HYDROLOGY AND ECOLOGY WITHIN TILLERY WETLANDS RESERVE
EASEMENT BOUNDARY. IMPROVEMENTS WILL INCLUDE WETLAND
RESTORATION, HYDROLOGIC ENHANCEMENT, FLOODWATER
ATTENUATION, WATER QUALITY IMPROVEMENTS AND ENHANCEMENT
OF WILDLIFE HABITAT.
CALL 48 HOURS
BEFORE YOU DIG
800-632-4949
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HALIFAX COUNTY
Natural Resources Conservation Service
United States Department of Agriculture
SHEET LIST TABLE
SHEET # SHEET TITLE SHEET # SHEET TITLE
1 COVER 31 EXTENDED DITCH PLUG STA 34+20.00 TO 39+90.00
2 GENERAL NOTES 32 EXTENDED DITCH PLUG STA 39+90.00 TO 40+86.31
3 OVERALL SITE PLAN 33 OVERALL PLANTING PLAN
4 EROSION AND SEDIMENT CONTROL PLAN 34 NORTH PLANTING STA 0+00.00 TO 8+79.79
5 NORTH STREAM - STA 0+00.00 TO 5+30.00 35 NORTH PLANTING STA 8+79.79 TO 17+59.59
6 NORTH STREAM - STA 5+30.00 TO 10+60.00 36 NORTH PLANTING STA 17+59.59 TO 26+39.38
7 NORTH STREAM - STA 10+60.00 TO 15+90.00 37 NORTH PLANTING STA 26+39.38 TO 33+34.17
8 NORTH STREAM - STA 15+90.00 TO 21+20.00 38 SOUTH PLANTING STA 0+00.00 TO 8+75.00
9 NORTH STREAM - STA 21+20.00 TO 26+50.00 39 SOUTH PLANTING STA 8+75.00 TO 17+50.00
10 NORTH STREAM - STA 26+50.00 TO 31+80.00 40 SOUTH PLANTING STA 17+50.00 TO 26+25.00
11 NORTH STREAM - STA 31+80.00 TO 33+34.17 41 SOUTH PLANTING STA 26+25.00 TO 35+00.00
12 NORTH PATHWAY STA 0+00.00 TO 5+30.00 42 SOUTH PLANTING STA 35+00.00 TO 41+91.39
13 NORTH PATHWAY STA 5+30.00 TO 7+00.00 43 EXTENDED DITCH PLUG PLANTING 0+00.00 TO 8+20.00
14 SOUTH STREAM STA 0+00.00 TO 5+30.00 44 EXTENDED DITCH PLUG PLANTING 8+20.00 TO 16+40.00
15 SOUTH STREAM STA 5+30.00 TO 10+60.00 45 EXTENDED DITCH PLUG PLANTING 16+40.00 TO 24+60.00
16 SOUTH STREAM STA 10+60.00 TO 15+90.00 46 EXTENDED DITCH PLUG PLANTING 24+60.00 TO 32+80.00
17 SOUTH STREAM STA 15+90.00 TO 21+20.00 47 EXTENDED DITCH PLUG PLANTING 32+80.00 TO 40+86.31
18 SOUTH STREAM STA 21+20.00 TO 26+50.00 48 OFFLINE CELL 01 PLANTING 0+00.00 TO 7+24.20
19 SOUTH STREAM STA 26+50.00 TO 31+80.00 49 TYPICAL CROSS SECTIONS
20 SOUTH STREAM STA 31+80.00 TO 37+10.00 50 EXTENDED DITCH PLUG CROSS SECTIONS
21 SOUTH STREAM STA 37+10.00 TO 41+91.39 51 STAKEOUT 01
22 SOUTH PATHWAY STA 0+00.00 TO 2+00.00 52 STAKEOUT 02
23 OFFLINE CELL 01 STA 0+00.00 TO 5+16.89 53 PLANTING DETAILS
24 OFFLINE CELL 01 SECTIONS 54 DETAILS
25 EXTENDED DITCH PLUG STA 0+00.00 TO 5+70.00 55 STRUCTURE DETAILS
26 EXTENDED DITCH PLUG STA 5+70.00 TO 11+40.00 56 STRUCTURE DETAILS
27 EXTENDED DITCH PLUG STA 11+40.00 TO 17+10.00 57 STRUCTURE DETAILS
28 EXTENDED DITCH PLUG STA 17+10.00 TO 22+80.00 58 STRUCTURE DETAILS
29 EXTENDED DITCH PLUG STA 22+80.00 TO 28+50.00 59 HABITAT DETAILS
30 EXTENDED DITCH PLUG STA 28+50.00 TO 34+20.00
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BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
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D ep ar tm en t o f A gr ic ul tu re
RECOMMENDED CONSTRUCTION SEQUENCE
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO NRCS PROJECT ENGINEER TWO WEEKS IN ADVANCE FOR
ANY DEVIATION FROM THE FOLLOWING SCHEDULE, FOR ANY UNFORESEEN CIRCUMSTANCE.
1. CONTRACTOR SHALL ACCESS THE PROJECT AS SHOWN ON SHEET 3 OF THIS PLAN SET.
2. CONTRACTOR SHALL INSTALL SEDIMENT AND EROSION CONTROL PRACTICES AS SHOWN IN THE PLANS
AND SPECIFICATIONS.
3. CONTRACTOR SHALL CLEAR AREAS AS SPECIFIED WITHIN THE CONSTRUCTION SPECIFICATIONS.
4. CONSTRUCT NORTH STREAM FROM STATION 00+00 TO STATION 33+34 AS SHOWN ON PLAN.
CONTRACTOR SHALL ENSURE APPROPRIATE DEWATERING/PUMP AROUND MEASURES ARE IN PLACE AT ALL TIMES. AS WORK PROGRESSES UPSTREAM AND CONSTRUCTION ACTIVITY REACHES IN-STREAM
STRUCTURE LOCATION CONTRACTOR SHALL CONSTRUCT THE RESPECTIVE ITEM. REMOVE ANY
EXISTING CULVERTS AND INSTALL ANY PROPOSED CULVERTS OR WATER CONTROL STRUCTURES AS
WORK PROGRESSES ALONG RESPECTIVE ALIGNMENT.
5. CONSTRUCT SOUTH STREAM FROM STATION 00+00 TO STATION 40+85 AS SHOWN ON PLAN.
CONTRACTOR SHALL ENSURE APPROPRIATE DEWATERING/PUMP AROUND MEASURES ARE IN PLACE AT ALL TIMES. AS WORK PROGRESSES UPSTREAM AND CONSTRUCTION ACTIVITY REACHES IN-STREAM
STRUCTURE LOCATION CONTRACTOR SHALL CONSTRUCT THE RESPECTIVE ITEM. REMOVE ANY
EXISTING CULVERTS AND INSTALL ANY PROPOSED CULVERTS OR WATER CONTROL STRUCTURES AS
WORK PROGRESSES ALONG RESPECTIVE ALIGNMENT.
6. CONCURRENT TO ITEMS 4 AND 5 ABOVE CONTRACTOR SHALL CONSTRUCT DITCH PLUG UTILIZE TEMPORARY STOCKPILE AREAS WHEN CONVENIENT BUT PLAN TO MOVE MATERIAL TO DITCH PLUG #1
AREA AS SOON AS APPROPRIATE CORE HAS BEEN EXCAVATED. ONCE DITCH PLUG #1 HAS BEEN
CONSTRUCTED CONTRACTOR SHALL UTILIZE THE PERMANENT STOCKPILE AREA SHOWN ON SHEET 3 FOR EXCESS MATERIAL. CONTRACT SHALL ONLY CLEAR AREAS ONCE, IF CONSTRUCTION FOR THAT BID ITEM IS DELAYED CONTRACTOR SHOULD DELAY CLEARING ACTIVITIES. NRCS SHALL ONLY PAY FOR
CLEARING AN AREA ONCE.
7. CONSTRUCT OFFLINE CELL #1 FROM STATION 00+00 TO STATION 5+83 AS SHOWN ON PLAN.
CONTRACTOR SHALL ENSURE APPROPRIATE DEWATERING/PUMP AROUND MEASURES ARE IN PLACE AT ALL TIMES. AS WORK PROGRESSES UPSTREAM AND CONSTRUCTION ACTIVITY REACHES IN-STREAM STRUCTURE LOCATION CONTRACTOR SHALL CONSTRUCT THE RESPECTIVE ITEM. REMOVE EXISTING
CULVERTS AND INSTALL ANY PROPOSED CULVERTS OR WATER CONTROL STRUCTURES AS WORK
PROGRESSES ALONG RESPECTIVE ALIGNMENT.
8. SIMULTANEOUS TO ITEM #4, 5 AND 6 ABOVE CONTRACTOR SHALL CONSTRUCT NORTH AND SOUTH PATHWAY IMPROVEMENTS AS AS WORK PROGRESSES. ANY STOCK PILING SHALL BE IN LOCATIONS AS SHOWN ON THIS PLAN SET. REMOVE ANY EXISTING CULVERTS AND INSTALL ANY PROPOSED CULVERTS
OR WATER CONTROL STRUCTURES AS WORK PROGRESSES ALONG RESPECTIVE ALIGNMENT.
9. CONTRACTOR SHALL MAINTAIN AND RESTORE ALL FARM PATHS THROUGHOUT THE TRACT TO "AS
GOOD OR BETTER" CONDITIONS AT THE TIME OF THE CONTRACT BEING SIGNED.
10. SEED AND PLANT AREAS IN ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS. SEEDING SHALL BE
CONDUCTED IMMEDIATELY FOLLOWING A BID ITEM BEING BROUGHT TO FINAL GRADE.
11. CONDUCT PUNCH LIST WALK THROUGH, WITH GOVERNMENT REPRESENTATIVE , PROJECT ENGINEER, PROJECT INSPECTOR.
12. ADDRESS PUNCH LIST ITEMS.
13. STABILIZE THE SITE, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
14. UPON STABILIZATION, REQUEST APPROVAL FOR THE REMOVAL OF TEMPORARY SEDIMENT AND
EROSION CONTROL DEVICES.
15. REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES, AFTER APPROVAL FROM PROJECT
ENGINEER.
16. REMOVE EQUIPMENT FROM PROJECT AREA.
SURVEY AND GENERAL NOTES:
1. CONTROL POINT #01 WAS SET WITH A TRIMBLE R8 SYSTEM LOGGING DATA FOR A STATIC
OBSERVATION POINT THIS DATA WAS THEN SENT TO OPUS TO DEVELOP CONTROL. CONTROL
FROM THIS OPUS SOLUTION HAS A CALCULATED AVERAGE OF N: 916,522.78 SFT; E: 2,458,74638 SFT; AND ELEV. 47.66 SFT (NC STATE PLANE 3200 GRID [NAD 83 AND NAVD 88]). THIS OPUS SOLUTION WAS DERIVED WITH THE GEOID 12A MODEL. NRCS HAS COMPUTED THE SCALE FACTOR FOR THIS SITE TO BE 1.00013. ALL OTHER SURVEY POINTS TIED TO THIS POINT TO ESTABLISH THE
LOCAL GRID. CONTRACTOR SHALL FIELD VERIFY ALL SURVEY CONTROL POINTS WITHIN THREE
(3) WEEKS OF RECEIPT OF THE NOTICE TO PROCEED. CONTRACTOR SHALL CONTACT NRCS
PROJECT ENGINEER WITHIN FOUR (4) WEEKS OF RECEIPT OF NOTICE TO PROCEED WITH ANY
CONTROL POINT DISCREPANCIES, AFTER SUCH TIME HAS PASSED IT WILL BE THE ASSUMPTION
THAT ALL CONTROL POINTS AS SHOWN ON THE PLANS ARE IN GOOD STANDING AND
CONTRACTOR AGREES WITH PUBLISHED COORDINATES.
2. THIS SURVEY WAS CONDUCTED BY NRCS STAFF WHICH ARE NOT LICENSED SURVEYORS WITHIN THE STATE OF NORTH CAROLINA. THEREFORE, ALL ELEVATION DATA SHALL BE FIELD VERIFIED BY THE CONTRACTOR
AND THEN COORDINATED WITH THE ENGINEER. THESE PLANS WERE PREPARED WITH THE FIELD
INFORMATION AT THE TIME OF PROJECT SURVEY. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME OF CONSTRUCTION VARY FROM THESE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC PRIOR TO PROCEEDING WITH WORK. SURVEY DATA COLLECTION WAS VERY SPARSE DUE TO FIELD CONDITIONS, THEREFORE, ALL ELEVATIONS SHOULD BE CHECKED IN THE FIELD BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT PROJECT ENGINEER IMMEDIATELY UPON DISCOVERING ELEVATIONS WHICH ARE DIFFERENT THAN THOSE
SHOWN ON THE PLANS.
3. NRCS SHALL HOLD THE CONTRACTOR TO ± 0.05 FT. TOLERANCE ON ALL WATER CONTROL
STRUCTURES, AND TO ± 0.1 FT. TOLERANCE ON ALL OTHER CONSTRUCTION AND INSTALLED
ITEMS.
4. MAINTAIN, RELOCATE OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS AND
STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME
LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE
CONTRACTORS EXPENSE.
5. EXISTING TOPOGRAPHY, STRUCTURES AND SITE FEATURES ARE SHOWN SCREENED AND/OR
LIGHT-LINED . NEW FINISHED GRADE, STRUCTURES AND SITE FEATURES ARE SHOWN AS
HEAVY-LINED.
6. ELEVATIONS GIVEN ARE TO SETTLED GRADE UNLESS OTHERWISE SHOWN
7. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
8. THE CONTRACTOR SHALL ESTABLISH VEGETATION ON ALL GRADED AND DISTURBED AREAS
RESULTING FROM CONSTRUCTION ACTIVITIES, INCLUDING BORROW AND STAGING AREAS.
LEGEND
STA = STATION
BM = BENCHMARK
TBM = TEMPORARY BENCHMARK
IP = IRON PIN (FOUND OR SET)
ELEV / EL = ELEVATION
INV = INVERT ELEVATION
H = HEIGHT
HDPE = HIGH-DENSITY POLYETHYLENE
LF = LINEAR FOOT
MAX = MAXIMUM
MIN = MINIMUM
No. / # = NUMBER
TOB = TOP OF BANK
TOS = TOE OF SLOPE
DBT = DITCH BOTTOM
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
GALV =` GALVANIZED
SF = SILT FENCE
LOD = LIMITS OF DISTURBANCE
WRP = WETLAND RESERVE PROGRAM
CONC = CONCRETE
W/ = WITH
NCDOT = NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
RGC = RIFFLE GRADE CONTROL
NTS = NOT TO SCALE
WCS = WATER CONTROL STRUCTURE
SL = SLOUGH
PC = POINT OF CURVATURE
PT = POINT OF TANGENT
PVI = POINT OF VERTICAL INTERSECTION
PVE = POINT OF VERTICAL INTERSECTION
ELEVATION
R 20 = RADIUS OF 20.0'
TYP. = TYPICAL
ESMT = EASEMENT
I.D. = INSIDE DIMENSION
TH = SOIL BORING TEST HOLE
MS = MAIN STEM
LS = LOG SILL
CL = COVER LOG
LV = LOG VANE
CV = LOG CROSS VANE
RW = ROOT WAD
HB = HABITAT STRUCTURE
BMA = BRUSH MATTRESS
LR = LOG ROLL
LP = LEAF PACK
BLDR = BOULDER
SPOT ELEVATION
PROPOSED CONTOUR LINE
EMBANKMENT AND SLOPE
DRAINAGEWAY OR DITCH
CONTROL POINT
IRON PIN SET / CONSTRUCTION
BENCHMARK
BRUSH/TREE LINE
WETLAND RESERVE EASEMENT
CONSERVATION BOUNDARY
LIMITS
CENTER LINE, BUILDING, ROAD, ETC.
N 1000.00 E 1000.00
STRUCTURE, BUILDING OR FACILITY
LOCATION POINT- COORDINATES
DRAINAGE OR DITCH FLOW
DIRECTION
LIMITS OF DISTURBANCELOD LOD
SILT FENCESF SF
WATER CONTROL STRUCTURE
EROSION CONTROL MATTING
STRUCTURE
EXISTING CONTOUR LINE
ALIGNMENT LINE MARKER
AREA OF PROPOSED
SPOIL PILES
WRE
SOIL TEST HOLE
L1
ALIGNMENT CURVE MARKERC1
AREA OF ROADWAY
IMPROVEMENTS
TSF
TREE PROTECTION FENCING
OVERHEAD ELECTRICAL LINEOHE OHE
PROFILE BAND LEGEND
0+00
.8
.1
STATION
PROPOSED
ELEVATION
EXISTING
ELEVATION
ABBREVIATIONS / ACRONYMS
XX-LS-1
XX-CV-1
XX-RW-1
XX-HB-1
LOG SILL
LOG CROSS VANE
ROOT WAD
HABITAT STRUCTURE
NS-XXX NORTH STREAMLOCATION
INDICATOR
XX-BMA-1 BRUSH MATTRESS
STRUCTURE
XX-J-01
SS-XXX SOUTH STREAM
LOG J VANE
SHEET KEY MAP
SOUTH
STREAM
DITCH
PLUG 01
PROFILE BAND LEGEND
MAINSTEM SHEETS
Δ:1.50
C L:
.8
B K
F:
.1
STATION
BANKFULL
ELEVATION
C MAINSTEM
ELEVATION
EX
:1
2.
0+00 DELTA BKF/CL
L
EXISTING
ELEVATION
NORTH
STREAM
NORTH
PATHWAY
OFFLINE
CELL 01
SOUTH
PATHWAY
SHEET 5
SHEET 6
SHEET 7
SHEET 9
SHEET 13
SHEET 8
SHEET 10
SHEET 11
SHEET 12
SHEET 23 - 24
SHEET 25
SHEET 26
SHEET 27
SHEET 28
SHEET 29
SHEET 30
SHEET 31
SHEET 21
SHEET 14
SHEET 15
SHEET 16 SHEET 17
SHEET 18
SHEET 20
SHEET 19 SH
EE
T
SHEET 32
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
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LO
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W R
E W
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W R
E W
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W R
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WRE
WRE
WRE
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W R
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W R
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WRE
WRE
33+34
0+00
5+00 10+00
15+00
+0
25+00 30+00
40+86
0+00
5+00
+0
+0
+0
25+00
+0
+0
40+00
TH2
TH1
TH5
TH6
TH4
TH3
TH7 TI
LL
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O V
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A
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S
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N
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
TL
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R V
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U ni te d
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D ep ar tm en t o f A gr ic ul tu re
PROPOSED
NORTH STREAM
(SEE SHEETS 05 -11)
PROPOSED
NORTH PATHWAY
(SEE SHEETS 12-13)
PROPOSED
SOUTH STREAM
(SEE SHEETS 14 -21)
PROPOSED
SOUTH PATHWAY
(SEE SHEET 22)
PROPOSED
EXTENDED
DITCH PLUG
(SEE SHEETS 25 -32)
PROPOSED
OFFLINE CELL 01
(SEE SHEETS 23-24)
CONTRATOR SHALL
ACCESS SITE ALONG
FARM PATH OFF OF
SHIELDS ROAD
TEMPORARY STOCK PILE
LOCATION #1
200 FT x 200 FT
TEMPORARY STOCK PILE
LOCATION #2 200 x 200
REMOVE AND REPLACE
PIPES PER SHEET 08
REMOVE AND REPLACE
PIPES PER SHEET 19
DEBRIS WASTE AND
VEGETATION WASTE PILE
AREA 50 FT X 200 FT
SHIELDS ROAD
DITCH BERM TO BE
INSTALLED BETWEEN
WRE / CRP EASEMENT
(SEE SHEET 14)
REMOVE AND REPLACE
PIPES PER SHEET 23
HORIZONTAL SCALE: 1" = 200'
0 200100 400 600
PROPOSED WCS#1
(SEE SHEET 27)
PERMANENT STOCKPILE AREA
250 FT X 1320 FT
CONTRACTOR SHALL ONLY CLEAR
AREA NECESSARY FOR STOCKPILE USE
MAX. FILL HEIGHT SHALL BE 1.5 FEET,
TIE TO EXISTING GRADE @ 10:1 SLOPE
PROPOSED
OFFICE, STAGING
AND EMPLOYEE
PARKING AREA
"NOT IN EASEMENT"
CONTRACTOR NOT
TO TRESPASS
DEBRIS WASTE AND
VEGETATION WASTE PILE
AREA 75 FT X 200 FT
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
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JD
H
/2 8/
CONTROL POINT LIST
POINT NUMBER DESCRIPTION NORTHING EASTING ELEVATION GRID
1 CONTROL POINT 916522.78 2458746.38 47.66 NC - 3200
2 CONSTRUCTION IP SET 917484.14 2458623.50 49.41 LOCAL
3 CONSTRUCTION PK SET 917520.47 2459671.66 44.95 LOCAL
4 CONSTRUCTION IP SET 916524.56 2458787.20 48.04 LOCAL
5 CONSTRUCTION IP SET 917483.49 2458668.80 49.58 LOCAL
6 CONSTRUCTION IP SET 917475.45 2459624.80 48.31 LOCAL
7 CONSTRUCTION IP SET 916683.16 2458715.98 47.41 LOCAL
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LO
D
LO
D
LOD
LO
D LOD LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LO
D
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD LOD LOD
LOD
LO
D
LOD
LOD
LODLODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
LO
D
LO
D
LO
D
LODLODLODLODLODLODLOD
LO
D
LO
D
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E
WRE
WRE
WRE
WRE
WRE
WRE
WRE
WREWREWREWREWREWRE
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE
W R
E W
R E
W R
E W
R E
W R
E W
R E
W R
E W
R E
WRE
WRE
33+34
0+00
5+00 10+00
15+00
+0
25+00 30+00
40+86
0+00
5+00
+0
+0
+0
25+00
+0
+0
40+00
TSF
TSF
TSF
TSF
TS
F
TSF
SF
SF
S F
SF SF SF SF
SF SF SF SF
TI
LL
E R
Y
E R
O S
IO
N
A N
D S
E D
IM
E
N T
C O
N
TR
O L
P
LA
N
CN-101
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
SHEET: of 59
VERIFY SCALE
Value
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED
OFFICE, STAGING
AND EMPLOYEE
PARKING LOCATION
WRP BOUNDARY
CONTRACTOR SHALL INSTALL
CONSTRUCTION ENTRANCE
(SEE DETAIL SHEET 54)
SHIELDS ROAD
HORIZONTAL SCALE: 1" = 200'
0 200100 400 600
TREE PROTECTION
FENCING PER DETAIL
(SEE SHEET 54)
SILT FENCING
PER DETAIL
(SEE SHEET 54)
SILT FENCING
PER DETAIL
(SEE SHEET 54)
TURBIDITY CURTAIN
PER DETAIL
(SEE SHEET 54)
TURBIDITY CURTAIN
PER DETAIL
(SEE SHEET 54)
PROPOSED LIMITS
OF DISTURBANCE
(LOD)
SILT FENCING
PER DETAIL
(SEE SHEET 54)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 0+00.00-5+30.00
-32:1 38:1 -38:1 37:1 -29:1 26:1 -67:1 64:1
-16:1 19:1 -30:1 23:1
-49:1 52:1 -27:1
-167:1 -143:1 -200:1 -125:1 -167:1 -167:1 -250:1 -167:1
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
GRADE BREAK STA = 0+26.97
ELEV = 43.94
GRADE BREAK STA = 0+59.48
ELEV = 42.94
GRADE BREAK STA = 0+97.34
ELEV = 43.94
GRADE BREAK STA = 1+41.18
ELEV = 43.08
GRADE BREAK STA = 1+69.00
ELEV = 43.84
GRADE BREAK STA = 2+08.24
ELEV = 42.78
GRADE BREAK STA = 2+34.41
ELEV = 43.78
GRADE BREAK STA = 2+73.80
ELEV = 43.24
GRADE BREAK STA = 3+05.71
ELEV = 43.74
GRADE BREAK STA = 3+41.37
ELEV = 42.16
GRADE BREAK STA = 3+69.34
ELEV = 43.66
GRADE BREAK STA = 4+04.18
ELEV = 42.64
GRADE BREAK STA = 4+27.40
ELEV = 43.64
GRADE BREAK STA = 4+63.69
ELEV = 43.09
GRADE BREAK STA = 4+89.85
ELEV = 43.59
G R
A D
E B
R E
A K
S
TA
+2 4.
E
LE
V
2.
GRADE BREAK STA = 0+27.14
ELEV = 43.94
GRADE BREAK STA = 0+27.14
ELEV = 43.94
GRADE BREAK STA = 1+12.34
ELEV = 43.84
GRADE BREAK STA = 1+12.34
ELEV = 43.84
GRADE BREAK STA = 1+79.00
ELEV = 43.78
GRADE BREAK STA = 1+79.00
ELEV = 43.78
GRADE BREAK STA = 2+40.41
ELEV = 43.74
GRADE BREAK STA = 2+40.41
ELEV = 43.74
GRADE BREAK STA = 3+17.71
ELEV = 43.66
GRADE BREAK STA = 3+17.71
ELEV = 43.66
GRADE BREAK STA = 3+74.34
ELEV = 43.64
GRADE BREAK STA = 3+74.34
ELEV = 43.64
GRADE BREAK STA = 4+39.40
ELEV = 43.59
GRADE BREAK STA = 4+39.40
ELEV = 43.59
GRADE BREAK STA = 4+97.85
ELEV = 43.54
GRADE BREAK STA = 4+97.85
ELEV = 43.54
PROPOSED GRADE
BANKFULL BENCH
EXISTING GRADE
PROPOSED GRADE
BANKFULL BENCH
EXISTING GRADE
1+
.3
.5
N S
-L V
-0
1+
.3
.5
N S
-L V
-0
2+
.7
.6
N S
-L V
-0
2+
.8
.5
N S
-L V
-0
2+
.1
.6
NS-LV-03
3+19.08 43.59
NS-LV-03
3+36.99 44.54
N S
-L V
-0
3+
.6
.2
N S
-L V
-0
4+
.5
.4
NS-LV-05
4+42.01
43.54
NS-LV-05
4+58.86 44.44
N S
-L V
-0
5+
.5
.2
NS-LV-06
5+20.80
44.39
N S
-J -0
0+
.1
.9 4 N
S -J
-0
0+
.9
.7
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
NS-J-01
Sta: 1+25.09 Offset: -2.82
Sta: 1+56.86 Offset: -2.78 Sta: 6+40.48
Offset: 0.00
NS-BM-01 NS-LV-02
NS-LV-03
NS-LV-06
NS-LR-01
PC
: 0
+4 4.
PC
: 1+35.01
PC
: 2
+0 0.
PC: 2+59.00
PC
: 3
+3 4.
PC
: 3+95.77
PC
: 4
+5 4.
PC: 5+14.55
PC
: 5
+8 3.
PT: 0+74.67
PT
: 1
+4 7.
PT: 2+15.82
PT
: 2
+8 8.
PT: 3+47.92
PT
: 4
+1 2.
PT: 4+73.15
PT
: 5
+3 4.
L1 L2 L3 L4
L5 L6 L7 L8
L9 C1
C2
C3
C4
C5
C6
C7
C8
0+00
1+00
2+00
3+00
4+00
5+00
SH
EE
T
M
AT
C H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
+0
0.
T O
+3
0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED NORTH STREAM
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
APPROXIMATE WRE
EASEMENT BOUNDARY
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL
BRUSH MATTRESS
PER DETAIL
(TYP.)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev
. 3
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
7/
JD
H
/2
7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 5+30.00-10+60.00
32:1 -78:1 78:1 -46:1 53:1 -44:1 38:1 -48:1 79:1 -122:1 84:1
-100:1 -250:1
-167:1 -125:1 -111:1 -167:1
G R
A D
E B
R E
A K
S
TA
+5 6.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+0 1.
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
+4 0.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+8 8.
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
+2 8.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+8 4.
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
+2 2.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+6 6.
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
+2 6.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+9 3.
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
0+
.5
E
LE
V
3.
GRADE BREAK STA = 5+62.34
ELEV = 43.48
GRADE BREAK STA = 5+62.34
ELEV = 43.48
G R
A D
E B
R E
A K
S
TA
+5 4.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+5 4.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+4 0.
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
+4 0.
E
LE
V
3.
GRADE BREAK STA = 8+30.87
ELEV = 43.29
GRADE BREAK STA = 8+30.87
ELEV = 43.29
GRADE BREAK STA = 9+32.51
ELEV = 43.23
GRADE BREAK STA = 9+32.51
ELEV = 43.23 GRADE BREAK STA = 10+44.57
ELEV = 43.18
GRADE BREAK STA = 10+44.57
ELEV = 43.18
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
BANKFULL BENCH
NS-RW-01
6+04.63 43.25
NS-RW-02
6+07.99 43.25
N S
-L V
-0
9+
.8
.0
N S
-L V
-0
9+
.9
.0
NS-LR-01
6+40.48 43.48
NS-LR-01
6+54.48 43.42
N S
-L V
-0
+5
1.
.9
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
Sta: 6+73.40 Offset: -5.22
Sta: 7+06.34 Offset: -4.79
Sta: 6+40.48 Offset: 0.00
Sta: 6+54.48 Offset: 0.00
Sta: 8+30.87 Offset: 0.00
NS-LV-06
NS-LR-01
NS-BM-02
NS-LP-01
NS-LV-08
PC
: 5+14.55
PC: 5
+8
3.8
PC
: 6+75.90
PC
: 7
+6 7.
PC: 8+51.57
PC
: 9
+7 6.
PC: 10+70.19
PT: 4+73.15
PT: 5
+3
4.8
PT: 6+19.07
PT
: 7
+0 1.
PT: 8+02.17
PT
: 8
+8 2.
PT: 10+09.95
P T: 10+91.80
L7
L8
L9
L10 L11 L12
L13 L1
L15
C7
C8
C9
C10
C11
C12
C13
C14
5+00
6+00
7+00
8+00
9+00
10+00
11+00
SHEET 7
MATCHLINE
M
AT
CH
LI
NE
SH
EE
T
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
+3
0.
T O
+6
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED NORTH STREAM
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
CONTRACTOR SHALL
FURNISH AND INSTALL
BRUSH MATTRESS
PER DETAILS (TYP.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
CONTRACTOR SHALL
FURNISH AND INSTALL
LEAF PACK PER DETAILS (TYP.)
CONTRACTOR SHALL
FURNISH AND INSTALL
LOG ROLL
PER DETAILS (TYP.)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 10+60.00-15+90.00
-24:1 31:1 -68:1 46:1 -60:1 81:1 -56:1 48:1
-23:1 34:1
-17:1 19:1
-52:1
-250:1 -167:1 -143:1 -250:1
-333:1 -167:1G R
A D
E B
R E
A K
S
TA
0+
.0
E
LE
V
1.
68 G R
A D
E B
R E
A K
S
TA
1+
.0
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
1+
.0
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
2+
.7
E
LE
V
3.
GRADE BREAK STA = 12+52.96
ELEV = 42.63
GRADE BREAK STA = 12+93.68
ELEV = 43.13
GRADE BREAK STA = 13+41.36
ELEV = 42.34
GRADE BREAK STA = 13+77.71
ELEV = 43.09
GRADE BREAK STA = 14+18.48
ELEV = 41.56
G R
A D
E B
R E
A K
S
TA
4+
.9
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
5+
.4
E
LE
V
0.
GRADE BREAK STA = 15+39.38
ELEV = 42.52
G R
A D
E B
R E
A K
S
TA
5+
.3
E
LE
V
1.
GRADE BREAK STA = 11+32.08
ELEV = 43.16
GRADE BREAK STA = 11+32.08
ELEV = 43.16
GRADE BREAK STA = 12+22.78
ELEV = 43.13
GRADE BREAK STA = 12+22.78
ELEV = 43.13
GRADE BREAK STA = 12+99.68
ELEV = 43.09
GRADE BREAK STA = 12+99.68
ELEV = 43.09
GRADE BREAK STA = 13+83.71
ELEV = 43.06
GRADE BREAK STA = 13+83.71
ELEV = 43.06
G R
A D
E B
R E
A K
S
TA
4+
.9
E
LE
V
2.
G
R A
D E
B R
E A
K S
TA
4+
.9
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
5+
.3
E
LE
V
2.
G
R A
D E
B R
E A
K S
TA
5+
.3
E
LE
V
2.
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
N S
-L V
-0
+6
9.
.9
N S
-L V
-0
+5
5.
.8
N S
-L V
-0
+7
2.
.8
N S
-L V
-1
+2
7.
.0
6 N S
-L V
-1
+4
4.
.7
N S
-L V
-1
+1
5.
.8
0 N S
-L V
-1
+3
3.
.7
CONTRACTOR SHALL PLUG
ADJACENT DITCH
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
Sta: 14+70.73 Offset: -5.14 Sta: 15+34.81
Offset: -5.37
Sta: 16+32.36 Offset: 0.00
NS-LV-08
NS-LV-09
NS-BM-03
NS-LP-02
PC
: 9
+7 6.
PC: 10+70.19
P C
: 11+67.37
PC: 12+41.76
PC
: 13+29.22
PC: 14+07.91
PC
: 14+90.77
PC: 1
5+
.75
PC
: 16+62.76
PT: 10+09.95
P T: 10+91.80
PT: 11+98.81
PT: 12+64.15
PT: 13+53.51
PT: 14+29.06 PT:
+1 0.0
PT: 15+95.96
L1
L15
L16
L17
L1
L19
L20
L21
L2
C13
C14 C15
C16 C17
C18
C19
C20
C21
10+00
11+00
12+00
13+00
+0
15+00
16+00
S H
E E
T
M A
TC
H
LI
N
E
MATCHLINE
SHEET 6
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
0+
.0
TO
+9
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED NORTH STREAM
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
CONTRACTOR SHALL
FURNISH AND INSTALL
BRUSH MATTRESS (TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
CONTRACTOR SHALL
FILL EXISTING DITCH
TO BANKFULL ELEVATION
44.0' AT THIS LOCATION
CONTRACTOR SHALL
FURNISH AND INSTALL
LEAF PACK (TYP.)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev
. 3
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
7/
JD
H
/2
7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 15+90.00-21+20.00
53:1 -73:1 71:1
-24:1 47:1 -25:1 26:1
-133:1 98:1 -250:1 -167:1 -898:1 -167:1
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
G R
A D
E B
R E
A K
S
TA
6+
.3
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
6+
.8
E
LE
V
1.
G R
A D
E B
R E
A K
S
TA
7+
.2
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
7+
.2
E
LE
V
0.
GRADE BREAK STA = 18+60.69
ELEV = 42.37
G R
A D
E B
R E
A K
S
TA
9+
.7
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
0+
.4
E
LE
V
2.
G R
A D
E B
R E
A K
S
TA
0+
.0
E
LE
V
1.
GRADE BREAK STA = 16+32.36
ELEV = 42.45
GRADE BREAK STA = 16+32.36
ELEV = 42.45
G R
A D
E B
R E
A K
S
TA
7+
.2
E
LE
V
2.
G
R A
D E
B R
E A
K S
TA
7+
.2
E
LE
V
2.
GRADE BREAK STA = 19+14.58
ELEV = 42.31
GRADE BREAK STA = 19+14.58
ELEV = 42.31
GRADE BREAK STA = 20+10.41
ELEV = 42.27
GRADE BREAK STA = 20+10.41
ELEV = 42.27
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
N S
-L V
-1
+3
7.
.5
N S
-L V
-1
+5
8.
.3
NS-LS-01
20+10.46 42.26
2 @ 60" AASHTO M 294 TYPE S
54.0 L.F.
INV. IN. 41.36
INV. OUT. 41.31
18+60.69 42.37
19+14.58 42.31
19+12.10 43.24
18+61.19 43.29
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.29
INV. OUT. 43.24
PROPOSED
NORTH PATHWAY
ELEV: 48.75'
CONTRACTOR SHALL FILL
PIPE WITH ONE (1) FT. OF
FILL MATERIAL
18+62.91 41.36
19+12.42 41.31
LO
D
LOD
LOD
LOD
LODLODLODLODLODLODLOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
SHEET 8
MATC
HLIN
E
NS-J-02
N
S-LS-01
Sta: 15+34.81 Offset: -5.37
Sta: 16+32.36 Offset: 0.00
NS-BM-03
NS-LP-02
NS-LV-12
PC
: 1
4+
.7
PC: 15+76.75
PC
: 1
6+
.7
PC: 17+47.56
PC
: 1
9+
.3
PC
: 20+49.59
PC: 2
1+
.31
PT: 15+10.02
PT
: 1 5+
.9
PT: 16+74.95
PT
: 1
7+
.9
PT: 19+65.23
PT:
+0 4.5
L20
L21
L22 L23
L24
L25
C19
C20 C21
C22
C23
C24
L5
C49
C50
16+00 17+00
18+00
19+00 20+00
21+00
SHEET #
MATC
HLIN
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
5+
.0
TO
+2
0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED NORTH STREAM
PROPOSED NORTH PATHWAY
(SEE SHEETS 12 - 13)
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.29
INV. OUT. 43.24
2 @ 60" AASHTO M 294 TYPE S
54.0 L.F.
INV. IN. 41.36
INV. OUT. 41.31
FURNISH AND INSTALL RIFFLE
GRADE CONTROL PER
SPECIFICATION
(TYP.)
REMOVE AND DISPOSE
OF EXISTING PIPE
AND HEADWALL
M
AT
CH
LI
NE
SH
EE
T
SHEET 9
CONTRACTOR SHALL
FURNISH AND INSTALL
BRUSH MATTRESS (TYP.)
CONTRACTOR SHALL
FURNISH AND INSTALL
LEAF PACK (TYP.)
REMOVE AND DISPOSE
OF EXISTING PIPE
AND HEADWALL
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 21+20.00-26+50.00
-105:1
-173:1
G R
A D
E B
R E
A K
S
TA
1+
.9
E
LE
V
3.
GRADE BREAK STA = 22+08.10
ELEV = 42.29
GRADE BREAK STA = 22+89.73
ELEV = 41.82
-16:1 24:1 -25:1
31:1 -46:1 47:1 -47:1 56:1 -57:1 50:1 -67:1 59:1
-50:1
-125:1 -100:1 -83:1 -67:1 -167:1
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
NS-J-02
NS-RGC-01
21+39.01 42.02
NS-J-02
21+64.24 42.71
NS-J-03
22+38.71 42.11
NS-LV-13
25+71.61 40.35
NS-LV-13
25+83.89 41.51
NS-RGC-01
21+25.94 42.27
NS-RGC-02
22+08.10
41.49
NS-J-03
NS-RGC-02
22+17.09 41.42
GRADE BREAK STA = 21+25.94
ELEV = 42.27
GRADE BREAK STA = 21+72.65
ELEV = 39.99
GRADE BREAK STA = 22+08.10
ELEV = 41.49
GRADE BREAK STA = 22+55.33
ELEV = 39.92
GRADE BREAK STA = 22+89.73
ELEV = 41.02
GRADE BREAK STA = 23+33.43
ELEV = 40.18
G R
A D
E B
R E
A K
S
TA
3+
.7
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
4+
.8
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
4+
.5
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
5+
.5
E
LE
V
9.
G R
A D
E B
R E
A K
S
TA
5+
.8
E
LE
V
0.
GRADE BREAK STA = 26+02.81
ELEV = 39.88
G R
A D
E B
R E
A K
S
TA
6+
.3
E
LE
V
0.
63G R
A D
E B
R E
A K
S
TA
1+
.9
E
LE
V
1.
G
R A
D E
B R
E A
K S
TA
1+
.9
E
LE
V
1.
GRADE BREAK STA = 22+17.10
ELEV = 41.42
GRADE BREAK STA = 22+17.10
ELEV = 41.42
GRADE BREAK STA = 22+98.73
ELEV = 40.93
GRADE BREAK STA = 22+98.73
ELEV = 40.93
G R
A D
E B
R E
A K
S
TA
3+
.7
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
3+
.7
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
4+
.5
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
4+
.5
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
5+
.8
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
5+
.8
E
LE
V
0.
NS-RGC-03
26+47.38
40.63
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
SH
EE
T
M
AT
C H
LI
N
E
NS-J-02
NS-RGC-03
Sta: 26+64.32 Offset: 5.22
Sta: 27+13.83 Offset: 5.20
Sta: 27+46.73 Offset: 5.70
NS-RGC-01
NS-RGC-02
NS-J-03
NS-BM-04
PC
: 2
1+
.3
PC: 22+41.22
PC
: 2
3+
.0
PC: 23+98.66
PC
: 2
4+
.9
PC: 25+74.56
PC: 26+75.70
PT: 19+65.23
PT
: 2
1+
.5
PT: 21+83.99
PT
: 2
2+
.4
PT: 23+47.84
PT
: 2
4+
.0
PT: 25+22.10
PT: 26+31.06
PT
: 2
6+
.1
L25 L26
L27 L28 L29 L30
L3
L32
C24
C25
C26
C27
C28
C29
C30
C31
21+00
22+00
23+00
24+00
25+00
26+00
27+00
SHEET 10
MATCHLINE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
1+
.0
TO
+5
0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED NORTH STREAM
FURNISH AND INSTALL
BRUSH MATTRESS
PER DETAIL (TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL RIFFLE
GRADE CONTROL PER
SPECIFICATION
(TYP.)
FURNISH AND INSTALL RIFFLE
GRADE CONTROL PER
SPECIFICATION
(TYP.)
FURNISH AND INSTALL RIFFLE
GRADE CONTROL PER
SPECIFICATION
(TYP.)
MATCHLINE
SHEET 10
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 26+50.00-31+80.00
-954:1
-21:1 28:1
-18:1 22:1
-56:1 53:1
-18:1 20:1 -42:1 42:1 -51:1
-100:1 -50:1 -200:1 -167:1 -167:1 -167:1G R
A D
E B
R E
A K
S
TA
6+
.9
E
LE
V
9.
G R
A D
E B
R E
A K
S
TA
7+
.4
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
7+
.8
E
LE
V
8.
G R
A D
E B
R E
A K
S
TA
8+
.1
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
8+
.2
E
LE
V
9.
G R
A D
E B
R E
A K
S
TA
9+
.7
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
9+
.9
E
LE
V
8.
G R
A D
E B
R E
A K
S
TA
9+
.6
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
0+
.1
E
LE
V
8.
52 G R
A D
E B
R E
A K
S
TA
1+
.4
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
6+
.3
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
6+
.3
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
7+
.4
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
7+
.4
E
LE
V
0.
GRADE BREAK STA = 28+20.16
ELEV = 40.18
GRADE BREAK STA = 28+20.16
ELEV = 40.18
G R
A D
E B
R E
A K
S
TA
9+
.7
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
9+
.7
E
LE
V
0.
G R
A D
E B
R E
A K
S
TA
0+
.6
E
LE
V
0.
G
R A
D E
B R
E A
K S
TA
0+
.6
E
LE
V
0.
GRADE BREAK STA = 31+38.40
ELEV = 39.98
GRADE BREAK STA = 31+38.40
ELEV = 39.98
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
NS-RGC-03
26+59.30 40.51
NS-RGC-04
27+20.40
40.51
NS-RGC-04
27+35.40 40.21
NS-LS-02
31+38.47
39.98
NS-LR-02
29+01.74
NS-LR-02
29+16.74
LO
D
LOD LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
TSF
TSF
TSF
TSF TSF
NS-RGC-03
NS-LS-02
Sta: 26+64.32 Offset: 5.22
Sta: 27+13.83 Offset: 5.20
Sta: 27+46.73 Offset: 5.70
Sta: 27+96.59 Offset: 6.25
Sta: 29+01.74 Offset: 0.00
Sta: 29+16.74 Offset: 0.00
NS-LP-3
Sta: 30+05.62 Offset: 0.00
NS-BM-04
NS-RGC-04
NS-BM-05
NS-LR-02
PC: 25+74.56
PC: 26+75.70
PC
: 2
7+
.6
PC: 28+52.21
PC
: 2
9+
.1
PC: 3
0+
.57
PC: 31+72.17
PT: 25+22.10
PT: 26+31.06
PT
: 2
6+
.1
PT: 27+82.10
PT
: 2
8+
.3
PT: 2
9+
.67
PT: 30+98.62
PT: 32+32.64
L3
L32
L3
L34
L35 L36
C30
C31
C32
C33
C34
C35
C3626+00
27+00
+0
29+00
30+00
31+00
32+00
SHEET 11
MATCHLINE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
6+
.0
TO
+8
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PLAN VIEW
(1" = 20' HORIZ.)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
PROPOSED NORTH STREAM
CONTRACTOR SHALL
FILL EXISTING DITCH (TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL BRUSH
MATTRESS PER DETAIL
(TYP.)
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL RIFFLE
GRADE CONTROL PER
SPECIFICATION
(TYP.)
PROPOSED TREE PROTECTION FENCING
(SEE SHEET 04 FOR LOCATION)
CONTRACTOR SHALL MINIMIZE
DAMAGE TO EXISTING GROUND
IN THIS LOCATION
MATCHLINE
SHEET 9
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
NORTH STREAM 31+80.00-33+34.17
-271:1
G R
A D
E B
R E
A K
S
TA
2+
.4
E
LE
V
0.
GRADE BREAK STA = 33+33.79
ELEV = 40.57
-271:1
60:1
-271:1
GRADE BREAK STA = 32+02.40
ELEV = 38.73
GRADE BREAK STA = 32+77.40
ELEV = 39.98
GRADE BREAK STA = 33+33.79
ELEV = 39.77
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
Δ: Δ: Δ: Δ: Δ:
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P
TSF
TS
F
TSFTSF
TSF
TSF
TSF
TS
F
TSFTSF
TSF
TSF
TSF
TSF
TSF
TSF
TSF
TSF
TSF
TSF TSF
TSF
TSF
TS
F
NS-LS-02
PC: 31+72.17
PT: 30+98.62
PT: 32+32.64
L36
L37
C35
C36
33+34
31+00
32+00 33+00
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
S
TR
E A
M
S
TA
1+
.0
TO
+3
4.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED NORTH STREAM
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
APPROXIMATE WRE
EASEMENT BOUNDARY
PROPOSED LOD
(SEE SHEET 03 FOR
OVERALL LOD LOCATION
PROPOSED TREE PROTECTION FENCING
(SEE SHEET 04 FOR LOCATION)
CONTRACTOR SHALL MINIMIZE
DAMAGE TO EXISTING GROUND
IN THIS LOCATIONMATCHLINE
SHEET 10
CONTRACTOR SHALL GRADE SMOOTH
TO MATCH EXISTING GRADE (TYP.)
IF NECESSARY CONTRACTOR SHALL
TAIL DITCH TO MATCH EXISTING GRADE.
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
North Pathway 0+00.00-5+30.00
-175:1 Horizontal
GRADE BREAK STA = 0+49.66
ELEV = 49.32
G R
A D
E B
R E
A K
S
TA
+4 9.
E
LE
V
8.
START: NORTH PATHWAY CONSTRUCTION
CONTRACTOR TO GRADE ROAD TO ELE.: 48.75.
(SEE TYPICAL CROSS SECTION SHEET 49)
PROPOSED GRADE
EXISTING GRADE
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.29
INV. OUT. 43.24
2 @ 60" AASHTO M 294 TYPE S
54.0 L.F.
INV. IN. 41.36
INV. OUT. 41.31
CONTRACTOR SHALL FILL
60" PIPES WITH ONE (1) FT. OF
COMPACTED SUITABLE FILL MATERIAL
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
W R
P W
R P
P C
: 1 +1
6.
P C
: 3+34.88
P C
: 4+42.89
P C
: 5+49.53
P T: 1+18.18
P T: 3+35.03
P T: 4+42.92
P T: 5+49.59
NS-L
S-0
L2
L24
C23
L52
C40 C46
C49 C50
0+00 1+00 2+00 3+00 4+00 5+00
S H
E E
T
M A
TC
H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
P A
TH
W
A Y
S
TA
+0
0.
T O
+3
0.
CN-101
SHEET: of 59
Value
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED NORTH PATHWAY
IMPROVEMENTS
APPROXIMATE WRE
EASEMENT BOUNDARY
PROPOSED NORTH STREAM
(SEE SHEETS 05 - 11)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.29
INV. OUT. 43.24
(SEE SHEET 08)
2 @ 60" AASHTO M 294 TYPE S
54.0 L.F.
INV. IN. 41.36
INV. OUT. 41.31
(SEE SHEET 08)
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
SHIELDS ROAD
CONTRACTOR SHALL INSTALL
CONSTRUCTION ENTRANCE
(SEE DETAIL SHEET 54)
REMOVE AND DISPOSE
OF EXISTING PIPE
AND HEADWALL
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 5
IS
S
U E
D F
O R
C O
N S
TR
U
C
TI
O N
/1
1/
JD
H
/1
1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
8/
-50:1
G R
A D
E B
R E
A K
S
TA
+5 8.
E
LE
V
8.
G R
A D
E B
R E
A K
S
TA
+3 9.
E
LE
V
7.
PROPOSED GRADE
EXISTING GRADE
CONTRACTOR TO GRADE ROAD TO ELE.: 48.75.
(SEE TYPICAL CROSS SECTION SHEET 49)
END: NORTH PATHWAY
CONSTRUCTION
LODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LO
D
LO
D
LODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
W R
P W
R P
W R
P W
R P
W R
P W
R P
WRP WRP WRP WRP
P C
: 3 +3
4.
P C
: 4 +4
2.
P C
: 5 +4
9.
P T:
+3
5.
P T:
+4
2.
P T: 5+49.59
NS-LS
-01
L2
L24
C23
L52 L53
C46
C49 C50
4+00 5+00 6+00 7+00
S H
E E
T
M A
TC
H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
N O
R
TH
P A
TH
W
A Y
S
TA
+3
0.
T O
+0
0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
PROPOSED NORTH PATHWAY
IMPROVEMENTS
PROPOSED NORTH STREAM
(SEE SHEETS 05 - 11)
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
APPROXIMATE WRP
EASEMENT BOUNDARY
2 @ 36" AASHTO M 294 TYPE S
50.0 L.F.
INV. IN. 43.29
INV. OUT. 43.24
(SEE SHEET 08)
2 @ 60" AASHTO M 294 TYPE S
54.0 L.F.
INV. IN. 41.36
INV. OUT. 41.31
(SEE SHEET 08)
REMOVE AND DISPOSE
OF EXISTING PIPE
AND HEADWALL
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
R
IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
N
/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
SOUTH STREAM 0+00.00-5+30.00
-112:1 -999:1
-112:1 -999:1
GRADE BREAK STA = 0+29.52
ELEV = 46.04
GRADE BREAK STA = 0+40.56
ELEV = 45.94
-173:1 -167:1 -49:1 45:1 -73:1 62:1 -41:1 49:1
-119:1 108:1
-36:1
-150:1 -200:1 -120:1 -171:1
GRADE BREAK STA = 0+22.47
ELEV = 45.05
GRADE BREAK STA = 0+35.56
ELEV = 44.97
GRADE BREAK STA = 0+40.56
ELEV = 44.94
GRADE BREAK STA = 0+89.24
ELEV = 43.94
G R
A D
E B
R E
A K
S
TA
+3 4.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+0 4.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+5 0.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+0 1.
E
LE
V
3.
GRADE BREAK STA = 3+50.52
ELEV = 44.79
G R
A D
E B
R E
A K
S
TA
+1 5.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+7 0.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+4 9.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+4 9.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+6 0.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+6 0.
E
LE
V
4.
GRADE BREAK STA = 3+56.52
ELEV = 44.74
GRADE BREAK STA = 3+56.52
ELEV = 44.74
G R
A D
E B
R E
A K
S
TA
+8 2.
E
LE
V
4.
G R
A D
E B
R E
A K
S
TA
+8 2.
E
LE
V
4.
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
BANKFULL BENCH
EXISTING GRADE
PROPOSED GRADE
BANKFULL BENCH
EXISTING GRADE
PROPOSED GRADESS-J-01
0+40.50 44.94
SS-J-01
0+57.39 45.92
S S
-L V
-0
1+
.0
.8
S S
-L V
-0
1+
.4
.5
S S
-L V
-0
2+
.2
.7
SS-LV-02
2+68.95 44.59
S S
-L V
-0
3+
.5
.5
S S
-L V
-0
3+
.3
.5
SS-LV-04
4+90.16 44.45
S S
-L V
-0
5+
.9
.4
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
W R
P
PC: 6+33.80
PC: 5+03.92
PC: 3+83.59
PC: 2+79.34
PC: 1+76.35
PC
: 0
+7 1.
PT: 5+68.76
PT: 4+48.12
PT: 3+23.45
PT: 2+32.10
PT: 1+07.35
SS-LV-04
SS-J-01
L8
L85
L86
L87
L8
L89
C79
C80
C81
C82
C83
C84
L1
0+00 1+00
2+00
3+00
4+00
5+00
6+
SH
EE
T
M
AT
C H
LI
N
E
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWN
W E
TL
A
N D
R E
S E
R V
E P
R O
G R
A M
HORIZONTAL SCALE: 1" = 20'
20100 40 60
V E
R
TI
C A
L S
C A
LE
: 1
.0
1.0
2.0
4.0
6.0
PLAN VIEW
(1" = 20' HORIZ.)
PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
TI
LL
E R
Y
S O
U
TH
S
TR
E A
M S
TA
+0 0.
T
O
+3 0.
CN-101
SHEET: of 59
Value
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN
SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION
CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS
BETWEEN PROPOSED AND EXISTING GRADE.
4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON
PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO
PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE
FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
N at ur al
R es ou rc es C on se rv at io n
S er vi ce
U ni te d
S ta te s
D ep ar tm en t o f A gr ic ul tu re
APPROXIMATE WRP
EASEMENT BOUNDARY
PROPOSED LOD
(SEE SHEET 03) FOR
OVERALL LOD LOCATION
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
PROPOSED SOUTH STREAM
FURNISH AND INSTALL EROSION
CONTROL MATTING PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
FURNISH AND INSTALL INSTREAM
STRUCTURE PER DETAIL
(TYP.)
PROPOSED DITCH BERM
PROPOSED DITCH BERM
(SEE DETAIL SHEET 49)
ISSUED FOR CONSTRUCTION 06/28/2016 REV 4
D S
G N
D
R
C H
K
A P
V D
D
A
TE
N o.
D E
S C
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IP
TI
O
N A
P V
D B
Y D
A
TE JD
H
JD
H /S
D L
TL
R
JD
H
/1
4/
IS
S U
E D
F O
R B
ID
C O
N S
TR
U
C
TI
O N
/1
4/
JD
H
/1
4/
R ev .2
IS
S
E D
F O
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O N
S
TR
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O
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/2 1/
JD
H
/2 1/
R ev . 3
IS
S
E D
F O
R C
O N
S
TR
U C
TI
O
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/2 7/
JD
H
/2 7/
R ev
. 4
IS
S E
D F
O R
C O
N S
TR
U
C
TI
O N
/2
8/
JD
H
/2
SOUTH STREAM 5+30.00-10+60.00
GRADE BREAK STA = 7+29.91
ELEV = 45.25
42:1 -57:1 63:1
-152:1 150:1 -51:1 61:1
-181:1
-167:1 -240:1
-160:1
-100:1
G R
A D
E B
R E
A K
S
TA
+3 6.
E
LE
V
3.
GRADE BREAK STA = 5+98.78
ELEV = 44.67
G R
A D
E B
R E
A K
S
TA
+6 0.
E
LE
V
3.
GRADE BREAK STA = 7+24.14
ELEV = 44.64
G R
A D
E B
R E
A K
S
TA
+1 2.
E
LE
V
4.
GRADE BREAK STA = 8+87.22
ELEV = 44.59
G R
A D
E B
R E
A K
S
TA
+4 6.
E
LE
V
3.
54 GRADE BREAK STA = 10+07.06
ELEV = 44.54
GRADE BREAK STA = 6+03.78
ELEV = 44.64
GRADE BREAK STA = 6+03.78
ELEV = 44.64 GRADE BREAK STA = 7+36.14
ELEV = 44.59
GRADE BREAK STA = 7+36.14
ELEV = 44.59
GRADE BREAK STA = 8+95.22
ELEV = 44.54
GRADE BREAK STA = 8+95.22
ELEV = 44.54
GRADE BREAK STA = 10+13.06
ELEV = 44.48
GRADE BREAK STA = 10+13.06
ELEV = 44.48
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
EXISTING GRADE
BANKFULL BENCH
PROPOSED GRADE
Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:
S S
-L V
-0
6+
.9
.2
S S
-L V
-0
6+
.1
.3
SS-LR-01
8+87.22
SS-LR-01
8+95.22
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD…
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