20120107 Ver 1_PH 3 - AS-BUILTS-FINAL_20150918

!I
WETLAND PLANS
FOR
PotashCor
AURORA
"P" and "U" LANDS - PHASE III AS-BUILTS
IN
BEAUFORT COUNTY, NORTH CAROLINA
LUUA I IVIN 5Kt I Leri OF.;
not to scale 14
AB-BUILTS
PLANS MAY BE PRINTED IN DIFFERENT PAGE SIZES -ALWAYS CONFIRM SCALE USING SCALE BAR.
VICINITY MAP
not to scale
INDEX OF
INDEX OF DRAWINGS
SHEET NUMBER
SHEET
SHEETTITLE
011
COVER
012
CONVENTIONAL PLAN SHEET SYM90LS
C1.3
GENERAL NOTES & SYMBOLS
C2.1
MASTER SITE PLAN
C2.2
STATIONING SITE PLAN
C2AMASTER
DITCH PLUG PLAN
C3.1
TYPICAL SECTIONS - PHASEI
C3.2
TYPICAL SECTIONS - PHASEI
C3.3
TYPICAL SECTIONS - PHASE II
C3A
TYPICAL SECTIONS -PHASE IPI
C41
GRADING SUMMARY BY PLANTING ZONE
C4 109
GRADING PLAN
G4.110
GRADING PLAN
C4.111
GRADING PLAN
CA !!2
GRADING PLAN
04 113
GRADING PLAN
C4 114
GRADING PLAN
C4.115
GRADING PLAN
CA. 116
GRADING PLAN
C4.117
GRADING PLAN
C4.11e
GRADING PLAN
C4.119
GRADING PLAN
CA 120
GRADING PLAN
C4:121
GRADING PLAN
04.122
GRADING PLAN
04.129
GRADING PLAN
CA.124
GRADING PLAN
04.125
GRAMNG PLAN
C4.126
GRADING PLAN
C4.127
GRADING PLAN
C4 128.
GRADING PLAN
C4.129
GRADING PLAN
C4 130
GRADING PLAN
C4 1.31
GRADING PLAN
C4.132
GRADING PLAN
C4 133
GRADING PLAN
CA 134
GRADING PLAN
04.135
GRADING PLAN
24.136
GRADING PLAN
C4 137
GRADING PLAN
C4.138
GRADING PLAN
C4 IM
GRADING PLAN
C4.140
GRADING PLAN
04.141
GRADING PLAN
C4 142
G.143
GRADING PLAN
GRADING PLAN
C4,144
GRADING PLAN
C4 145
_ GRADING PLAN
C4.146
GRADING PLAN
C4 147
GRADING PIAN
CA. 14
GRADING PLAN
C6.149
GRADING PLAN
C4.150
GRADING PLAN
CA 151
GRADING PLAN
C4 152
GRADING PLAN
04.153
GRADING PLAN
CA.154
GRADING PLAN
C4.155
GRADING PLAN
04.156
GRADING PLAN
INDEX OF DRAWINGS
SHEET NUMBER
SHEET TITLE
C4.157
GRADING PLAN
C4.158
GRADING PLAN
C4 159
GRADING PLAN
C4.1&0
GRADING PLAN
CA.181
GRADING PLAN
C4.162
GRADING PLAN
C4.163
GRADING PLAN
04.184
GRADING PLAN
C4.165
GRADING PLAN
06.166
GRADING PLAN
C4.167
GRADING PLAN
C4 168
GRADING PLAN
04.189
GRADING PLAN
C4.170
GRADING PLAN
04,111
GRADING PLAN
C4 172
GRADING PLAN
04.173
GRADING PLAN
C4-174
GRADING PLAN
C4.175
GRADING PLAN
C4.175
GRADING PLAN
C4.177
GRADING PLAN
C4 178
GRADING PLAN
G4 179
GRADING PLAN
_ C4 180
GRADING PLAN
C4.181
GRADING PLAN
C4.162
GRADING PLAN
C4 183
GRADING PLAN
04.164
GRADING PLAN
C4.185
GRADING PLAN
C4 1M
GRADING PLAN
04.167
GRADING PLAN
04.188
GRADING PLAN
C4.189
GRADING PLAN
06.1
PERIMETER CROSS SECTIONS
C,52
PERIMETER CROSS SECTIONS
05,3
PERIMETER CROSS SECTIONS
PERIMETER CROSS SECTIONS
C5.5
PERIMETER CROSS SECTIONS
_ C5.6
PERIMETER CROSS SECTIONS
C8.7
PERIMETER CROSS SECTIONS
C5.8
PERIMETER CROSS SECTIONS
C5.11
PERIMETER CR05S SECTIONS
C5.10
PERIMETER CROSS SECTIONS
C6.11
PERIMETER CROSS SECTIONS
05.12
PERIMETER CROSS SECTIONS
05.13
PERIMETER CROSS SECTIONS
_
05.14
PERIMETER CROSS SECTIONS
C5.1$
PERIMETER GROSS SECTIONS
05.18
PERIMETER CROSS SECTIONS
C5.17
PERMETER CROSS SECTIONS
C5.18
PERIMETER CROSS SECTIONS
C5.19
PERIMETER CROSS SECTIONS
C5.20
PERIMETER CROSS SECTIONS
C7.1
PARKING LOT DETAILS
C8.1
DRIVEWAY DE TAILS
C0.1
PIPE CROSSING DETAILS
C9,2
PIPE CROSSING DETAILS
C 11.1
GENERAL DETAILS
011.2
GENERAL DETAILS
t"
4709 COLLEGE OR-. STE 2
3450 Nanhl k Boulevard -Suite 200
&eatn Gardens, FWda 33403
Phorre (561) 6306700
CZ RPalm
?,
INCORPORATED
ENVIRRVAIENT�L GONSJLTRIlTS
WILMINGTON, N.C. 28903
TEL [phone]
FAX [phone]
1t1NY1tlun T. 171Ci Ct15,Irw
-•'w-.-
Tall Free {877{630.6777
F-:[phone]
FL C I'11f ata of Aulhonia" 61"
INC C itf,C to of AVIhonzabonC•2761
01108113
SEAL
05113/15
.IOHATHAN T. RICKETTS
NC P E No. 26154

Note: Not to Scale
'S.U.E. = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY:
sx TRw a na
State Line
Nd OOP 35
County Line
Township Line ................................................
.. ..
CityLine .........................................................
-
Reservation Line ................ -.
- • -.
Property Line ....................
PL—
Existing
Existing Iron Pin .............................................
O
Property Corner .............................................
+
Property Monument .......................................
0
Parcel I Sequence Number ............................
a3
Existing Fence Line ...........__ ........................ x ------ x—x—
Proposed Woven Wire Fence ........................
Proposed Right of Way Line with
Proposed Chain Link Fence ...........................13
Concrete or Granite Marker ...........................
Proposed Barbed Wire Fence ........................
0
Existing Wetland Boundary ............................----me----
Proposed Control of Access ............................
Proposed Wetland Boundary ..... ___ .............
Existing Easement Line ...................................
Existing Endangered Animal Boundary ..........
--EAB-
Existing Endangered Plant Boundary .............
—EPR— -
BUILDINGS AND OTHER CULTURE:
Proposed Permanent Drainage Easement......
Gas Pump Vent or UIG Tank Cap ...................
o
Sign.................................................................
o
Well ............................ ......................................
°
w
SmallMine ......................................................
Proposed Permanent Easement with
Foundation......................................................
r— i
AreaOutline ....................................................
l - - -
Cemetery........................................................
Existing Edge of Pavement ..............................
Building...........................................................
I�
School.............................................................
Proposed Slope Stakes Cut ............................
Church............................................................
Proposed Slope Stakes Fill .............................-
Dam................................................................
Proposed Wheel Chair Ramp ..........................
HYDROLOGY:
Stream or Body of Water ...............................
Hydro, Pool or Reservoir ...............................
Jurisdictional Stream ..................................... —,s— -
Buffer Zone 1 ................................................ ez 1 -
Buffer Zone 2 ................................................ ez
FlowArrow ....................................................
Disappearing Stream ....................................
Spring...... .... ____ .... ................ __....... ........
Wetland.... __ ................................................
Proposed Lateral, Tail, Head Ditch ..............
r na<
False Sump ............................. __... ........
......
RAILROADS:
Standard Gauge ................................................
sx TRw a na
RR Signal Milepost ............................................
Nd OOP 35
Switch.............................................
surcH
RRAbandoned ..................................................
— — — —
RR Dismantled ..................................................
-
RIGHT OF WAY:
Hw
Baseline Control Point ......................................
U
Existing Right of Way Marker ...........................
A
Existing Right of Way Line ...............................
-
Proposed Right of Way Line ............................
-----
Proposed Right of Way Line with
A
Iron Pin and Cap Marker ................................
- -�- - -
Proposed Right of Way Line with
Concrete or Granite Marker ...........................
- - -T m- - -
Existing Control of Access ...............................
— - —
Proposed Control of Access ............................
Existing Easement Line ...................................
--E--
Proposed Temporary Construction Easement .........
1
Proposed Temporary Drainage Easement......
—TDE
Proposed Permanent Drainage Easement......
PQE
Proposed Permanent Drainage 1 Utility Easement
DUE
Proposed Permanent Utility Easement ............
PuE
Proposed Temporary Utility Easement ............
TUE
Proposed Permanent Easement with
Iron Pin and Cap Marker ......................
ROADS AND RELATED FEATURES:
Existing Edge of Pavement ..............................
-----
Existing Curb ................. _...... .................. ..,.....
-----
Proposed Slope Stakes Cut ............................
- - - -- -
Proposed Slope Stakes Fill .............................-
- -- - - -
Proposed Wheel Chair Ramp ..........................
Existing Metal Guardrail ..................................
Proposed Guardrail ............
T T T
Existing Cable Guiderail ..................................a
n n
Proposed Cable Guiderail ...............................
n
Equality Symbol ..............................................
Pavement Removal .........................................
VEGETATION:
SingleTree ........................................................
0
SingleShrub ......................................................
Hedge....... ..... __................................................
Woods Line .............. .........................................
�
Orchard.............................................................
0 0 0 4
Vineyard............................................................
EXISTING STRUCTURES:
MAJOR:
4
Bridge, Tunnel or Box Culvert .......................
D
Bridge Wing Wall, Head Wall and End Wall
C
MINOR:
4 -
Head and End Wall .......................................
Hw
PipeCulvert ..................................................
U
Footbridge.....................................................
[]
Drainage Box: Catch Basin, DI or JB _..........
❑�°
Paved Ditch Gutter
-----
Storm Sewer Manhole ...................................
x
Storm Sewer ....,. __ ........................................
- -�- - -
UTILITIES:
POWER:
4
Existing Power Pole .....................................
�
Proposed Power Pole ..................................
O
Existing Joint Use Pole ................................
4 -
Proposed Joint Use Pole .............................
_&
Power Manhole ...........................................
U
Power Line Tower .......................................
[]
Power Transformer ................___ ......... .._,
0
UIG Power Cable Hand Hole ......................
0
H -Frame Pole ..........................................
Recorded UIG Power Line .......................
Designated UIG Power Line (S.U.E.`) .,...
TELEPHONE:
Existing Telephone Pole ...............................
4
Proposed Telephone Pole .............................
�
Telephone Manhole .......................................
O
Telephone Booth ...........................................
❑3
Telephone Pedestal ... .... __...........................
p
Telephone Cell Tower ...................................
----■----
UIG Telephone Cable Hand Hole .................
[]
Recorded UIG Telephone Cable ...................
m
Designated UIG Telephone Cable (S,U.E')----_----
AATUR
Recorded UIG Telephone Conduit ................
x
Designated UIG Telephone Conduit (S.U,E.'} --
- -�- - -
Recorded UIG Fiber Optics Cable .................
Designated UIG Fiber Optics Cable (S.U.E.*) -
- - -T m- - -
AS -BU ILTS
PROJECTFEF[aENCE NU. SHEET NO.
WATER:
Water Manhole .............................................
4
Water Meter ..................................................
0
Water Valve ..................................................
.
Water Hydrant ..............................................
�)-M
Recorded UIG Water Line ............................
r
Designated UIG Water Line (S.U.E.*) ..........
----■----
Above Ground Water Line ............................
AA %W
TV:
TV Satellite Dish .............................................
TV Pedestal ....................................................
Q
TVTower ........................................................
.
U/G TV Cable Hand Hole ...............................
0
Recorded UIG TV Cable ................................
r
Designated UIG TV Cable (S.U.E."} ..............--------
-
Recorded UIG Fiber Optic Cable ...................
_.—
Designated UIG Fiber Optic Cable (S,U.E.') - -- -wro-- -
GAS:
Sanitary Sewer Manhole .................................
GasValve ......................................................
0
GasMeter ......................................................
.
Recorded UIG Gas Line ................................
.�% s..+a., s -r
Designated UIG Gas Line (S.U.E.*) .............. -
---*- - - -
Above Ground Gas Line ................................
"/C
SANITARY SEWER:
Sanitary Sewer Manhole .................................
Sanitary Sewer Cleanout ................................
0
UIG Sanitary Sewer Line ................................
.
Above Ground Sanitary Sewer .......................
.�% s..+a., s -r
Recorded SS Forced Main Line ................__
—m—
Designated SS Forced Main Line (S.U.E.*) ....
--------
MISCELLANEOUS:
UtilityPole ........................................................
Utility Pole with Base .......................................
0
Utility Located Object .......................................
Utility Traffic Signal Box ...................................
KEY MAP
Q
Utility Unknown UIG Line .................................
UIG Tank; Water, Gas, Oil ...............................
AIG Tank; Water, Gas, Oil ...............................
UIG i est Hole (S.U.E.*) ...................................
m
Abandoned According to Utility Records .........
AATUR
End of Information ...........................................
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PRo1. N0. 1002
DRAWNBY RC
DATE 111Oil 3
SHEET
C1.2

GENERAL NOTES
1. SITE INFORMATION IS BASED ON SURVEY WORK DONE BY MATRIX EAST, PLLC DATED OCTOBER 1,
2010 WITH THE VERTICAL DATA (TOPOGRAPHY) PROVIDED BY TUCK MAPPING SOLUTIONS USING
AIRBORNE LIDAR (DATA WAS COLLECTED ON MAY 14, 2010). VERTICAL COORDINATES ARE BASED
ON NAVD 1988. AS -BUILT LIDAR COLLECTED JULY 02,2014
2, USERS OF THESE PLANS ARE CAUTIONED THATTHE VERTICAL INFORMATION SHOWN ON THESE
PLANS IS LIMITED TO THE ACCURACY OF THE LIDAR METHODOLOGY EMPLOYED AND SPECIFICALLY
THAT LOWEST ELEVATIONS INSIDE DITCHES OR OTHER AREAS OF STANDING WATER MAY NOT
REPRESENT THE BOTTOM OF THE DITCHES (OR LOW-LYING AREAS) BUT INSTEAD REFER TO THE
WATER SURFACE ELEVATION ON THE DATE OF THE LIDAR WORK. ADDITIONALLY, THE
TOPOGRAPHY WORK WAS COMPLETED PRIOR TO THE REMOVAL OF THE PINE PLANTATION THAT
EXISTED ON MANY AREAS OF THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC AND REPORT TO THE ENGINEER ANY
SIGNIFICANT CHANGES IN THE EXISTING GRADES SHOWN ON THESE PLANS PRIOR TO INITIATING
WORK IN THAT AREA OF THE PROJECT. THE ENGINEER SHALL MAKE CHANGES TO THE EXISTING
DESIGN, AS NECESSARY, AND PROVIDE THE CONTRACTOR WITH ANY UPDATED PLANS AS
NECESSARY.
3. CONTRACTOR'S FIRST ORDER OF WORK IS TO PLACE ALL EROSION CONTROL DEVICES (SEE
EROSION CONTROL PLAN).
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL REQUIREMENTS OF
REGULATORY AGENCIES.
5. CONTRACTOR SHALL BE REQUIRED TO MAKE MINOR GRADING CHANGES TO THE PROPOSED
DRIVEWAY CONNECTIONS AND PERIMETER CONSTRUCTION AT THE REQUEST OF JONATHAN T.
RICKETTS, INC.
6. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR TO REMOVE ANY SAND IN EXISTING
DRAINAGE STRUCTURES AND PIPES LOCATED THROUGHOUT THE PROJECT.
7. ALL CLEARING DEBRIS AND MULCHED MATERIAL WILL BE LEFT IN PLACE IN OPEN FIELDS, MAXIMUM
DIAMETER OF PILES SHALL BE 50', MAXIMUM HEIGHT SHALL BE 16'.
8. FOLLOWING DITCH FILLING FOR THOSE DITCHES SHOWN TO BE FILLED, COMPACTION WILL
CONSIST OF 3 PASSES WITH A D-4 DOZER OR EQUIVALENT, LEAVING 12" OF LOOSE COMPACTION
OF THE TOP OF THE FILL. PROPOSED GRADES SHOWN FOR THESE AREAS SHALL REFER TO THE
TOP OF THE UNCOMPACTED FILL.
9. FOLLOWING COMPLETION OF FILL FOR EMBANKMENT, BERM ROADWAY SUBGRADE, SPILLWAYS,
AND PARKING SPACES, TESTING WILL BE REQUIRED FOR DENSITY SPECIFIED ON TYPICAL
SECTIONS.
10. IF REQUIRED, DE -WATERING WILL BE ACCOMPLISHED IN ACCORDANCE WITH A PLAN PREPARED
AND SUBMITTED TO THE ENGINEER AT LEAST ONE WEEK PRIOR TO COMMENCEMENT ACTIVITIES.
11, FOLLOWING WIND STORM EVENTS THE CONTRACTOR SHALL RETURN ROADWAYS TO USABLE
CONDITION WITHIN 48 HOURS OF THE END OF THE STORM EVENT.
12, STAKE OUT OF LINE AND GRADE FOR CONSTRUCTION WILL BE PROVIDED BY ENGINEER'S
SURVEYOR. ALL RE -STAKING OF CONTROL POINTS WILL BEAT THE CONTRACTOR'S EXPENSE.
13. MAINTENANCE OF TRAFFIC ON ALL ADJACENT PUBLIC ROADS WILL CONFORM TO THE
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
14, PLACEMENT OF TEMPORARY SILT FENCES, DITCH BLOCKS, AND CHECK DAMS WILL BE INSTALLED
BASED ON PERMIT DRAWINGS APPROVED BY NORTH CAROLINA DENR OR THE U. S. ARMY CORPS
OF ENGINEERS. ALL PERMITS MUST BE POSTED ON THE JOB SITE FOR REVIEW BY THE
APPROPRIATE INSPECTION PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
THE ENCLOSURE WHICH PROVIDES FOR THE PROTECTION OF THE POSTED PERMITS AND NOTICES
AND WILL BE RESPOSIBLE FOR ALL WEEKLY MONITORING.
15. THE CONTRACTOR WILL PREPARE A SEQUENCE OF WORK PLAN FOR REVIEW AND APPROVAL BY
THE ENGINEER ONE WEEK PRIOR TO COMMENCEMENT OF EACH PHASE OF PROJECT.
16. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENT CONTROL PLAN WHICH WILL INCLUDE PLANS FOR AVOIDANCE OF FUEL AND HYDRAULIC
OIL SPILLS ON THE SITE.
17, ALL DISTURBED AREAS SHALL BE RESTORED IN STRICT ACCORDANCE WITH REQUIREMENTS OF
THE EROSION AND SEDIMENT CONTROL (ESC) PERMITS.
18. AT THE BEGINNING OF WORK OF EACH ESC PERMIT THE CONTRACTOR SHALL PERFORM A SOIL
ANALYSIS FOR EACH SOIL TYPE WITH A MINIMUM OF 2 SAMPLES: A PERIMETER BERM SOIL
SAMPLE, AND A FIELD SAMPLE. THE ANALYSIS CAN BE PERFORMED BY NCDA & CS AGRONOMIC
DIVISION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED (VEGETATED)
SITE PER THE REQUIREMENTS OF EACH ESC PERMIT. CONTRACTOR, AS PART OF HIS UNIT PRICE
SHALL PROVIDE REWORK OF ANY AREA THAT DOES NOT SUPPORT VEGETATION IN DENSITIES AND
TIME FRAMES SPECIFIED IN THE ESC PERMIT..
19, PROPOSED GRADES SHALL BE CONSTRUCTED TO WITHIN PLUS OR MINUS 0.10' ON OPEN AREAS
AND BERMS AND 0.05' ON SPILLWAYS,
20. AREAS WHICH HAVE RECEIVED HEAVY EQUIPMENT TRAVEL SHALL BE LOOSENED BY PLOWING
OR "RIPPING' AS DIRECTED BY THE ENGINEER.
21. ALL WORK PERFORMED WITHIN ROADWAYS, INCLUDING INTERNAL ROADS AND PERIMETER
BERMS AND DITCHES, SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR
ROAD AND STRUCTURES" FROM THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
AS -B U [ LTS
LEGEND
PR6PSSE6 SPILLWAY
FFM (PYRAMAT TURF
REINFORCEMENT)
PRePGSEB DITCH CROSSING
(# 57 STONE)
PR8P68EBRIP RAP
( 5" - 12" CLASS B)
IvElPRBPGSEBTOP OF BERM
OmPROPOSED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRSPE)SEE) DITCH FILL
a -.f- PR8PeSEB FLOW ARROW
■— PR6PBSEBSLOPE ARROW
=EdPROPOSED
MAJOR PLUG
(LENGTH =100)
PRRE3P6SES MINOR PLUG
—
(LENGTH= 50')
PROPOSED PIPE AND
RIPRAP
$h EXISTING SURVEY SPOT
* ELEVATION
0lb� EXISTING LIDAR ELEVATION
3#12.50 PRBPBSEB SPOT ELEVATION
12Aq 4 AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
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PRQJ. NQ.: 1002
DRAWN Br RC
DATE 1110113
z F4FF 1
C1.3

EXISTING 75.4' BERM
AND BY-PASS DITCH_ O�Q
FE) &ELL R.0,� wl
= DO
EXISTING DISCHARGE TO EXISTING DISCHARGE
BY-PASS CANAL VIA SPILLWAY PHASEfl PARKING FROM OFFSI r Im
G G !// AREA
EXISTING 80.0' BERM ROYAL ROAD _
AND BY-PASS DITCH
P {�
EXISTING 85.0' BERM PROJECT BOUNDARY ¢s0
AND BY-PASS DITCH YA R AD EXISTING 45.0' BERM
+ n EXISTING ♦ AND BY-PASS DITCH
PIPE CROSSINGS
EXISTING 124.0' BERM
AND BY-PASS DITCH EXISTING AT -GRADE CROSSING
PHASE 1I r PROJECTBOUNDARY
EXISTING
F EXISTING SMALL ROAD -- - - - - - - SM LL R - - PIPE GROSSING P - -
F �
PIPE CROSSING ^-� —
_ __——-
— --�
lel EXISTING �_-_-_ �_ �_ EX+STfNS - - - - EXISTANQ7 -
PIPE CROSSING �- - - - -PIPE CROSSING- -
�
� - - - - - -PARKING
FORMER OUTFALL _
-_ -- _e �TSMALL ROAD =______- _ _- --
_
,
nROPmEBOUTFALL FOR BACITY FARM �
EXISTING PL
m RESTORED MODERATE TO - - - - - - - - - - - - - - - - - -
P LOW ENERGY STREAM
PARKING
AREA _ GUM SWAMP RUN 9PARKER FARMTe BE REI:eeA�FEB
PROJECT BOUNDARY HEADWATER PROJEOTBOUNDARY
PROJECT BOUNDARY EAST UT1 A RELOCATED DISCHARGE FROM PARKER FARM
PR@POSEfi 64.0' BERM
AND BY-PASS DITCH
PR®P69ff) 50.4' BERM
AND BY-PASS DITCH
EXECUTIVE ROAD
DISCHARGE
FROM OFFSITE
B 60.0" BERM
AND BY-PASS DITCH
PROJECT BOUNDARY
LOW
•2YM SWAMP IrBERM
-■ • BOUNDARY rexy r : DITCH
,+
EXISTING DISCHARGE P- -
Mei a ■ ii i _
--
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* • • • �
.
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PROJECTCL
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PROPOSED
PARKING
0 PROPOSE r BERM AREA
re, AND BY-PASS DITCH
EXISTING 70.0' BERM
AND BY-PASS DITCH PARKER FARM
CASEY
TRACT
PROJECT BOUNDARY
CASEY TRACT
(DISCHARGE FROM CASEY
TRACT TO REMAIN)
EXISTING 60.4' BERM
SS DITCH
EXISTING 50.0 BERM
AND BY-PASS ITCH
AS -B U [ LTS
LEGEND
DISCHARGE
FROM PARKER
FARM TO REMAIN
— PL— PROPERTY BOUNDARY LINE
OPHASES
PHASE II
® PHASE III
® GUM SWAMP RUN
TO BE COMPLETED
FEBRUARY 2015
PERIME-FE BERM AND DITCH
PARKING AREAS
- - - - -
= EXISTING ROAD
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TYPICAL SECTION "X"
0 1000' 2000' 3000'
SCALE IN FEET
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PRQJ. NO. 1442
DRAWN BY RC
DATE 01108/13
n FIEEETT_ /f
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PROJECT BOUNDARY
RODMAN ROAD
ALIGNMENT
sHw 179
.i
Al
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CTS PHASE I ` t
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g' PHASE II q
PHASE III
PROJECT BOUNDARY �g_®_ � GUM SWAMP RUN � 8
TO BE COMPLETED F
8� FEBRUARY 2015
PERIMETER BERM AND DITCH m s
g
BAYG �1-y No. 4 = _ _ _ _ = EXISTING ROAD x m m m
TYPICAL
R LL�i
T� PtGAL SECTION "X"
S— - — — — — — — — — -'
rix —
7g BAY CITY FARM
— — — — — — — — — — — -
7!3 PROJECT BOUNDARY Y �1 — — — —
f - — SN IT 46i r CIT 0. - - — - -- — — — — —
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z
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PIPE CROSSING — —__—_— '1
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_ ALIGNMENT PRQ1. NO. 1002
pyo( L1NE BOAS] 0 DRAWN BY RC
i y — GOU DATE 111Oil 3
COUNTY LINE RaIdDALIGNMENT PROJECT BOUNDARY A V - V U { LTS C2.2
.
START STATION 0+00
I

GENERAL NOTES:
1. DITCH AND PLUG DIMENSIONS NOT TO SCALE. THEY HAVE BEEN ENLARGED
TO IMPROVE READABILITY.
2. THE NUMBER OF DITCHES SHOWN TO BE FILLED WITH MULCHIORGANIC
SOIL ARE ESTIMATED. DITCHES ACTUALLY FILLED WILL DIFFER BASED ON
QUANTITIES OF MUCK AND MULCH ADJACENT TO DITCHES.
EXECUTIVE ROAD
INTERIOR DITCHES
FILLED AND! OR
PLUGGED (L=50' TYP.)
(FUTURE)
PROJECT BOUNDARY
1
P ROJ ECT B C U N DARY
-r;
LEGEND r
k
I SMALL ROe —PL— PROPERTY BOUNDARY LINE r Y
77 ^lam ~��� �PHASEI o=a
f
m z
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4 1I IA.1 `
I PHASE III
p m
GUM SWAMP RUN 8
PROJECT BOUNDARY y y �1 `} �� TO BE COMPLETED'
11 1l % F LL
� 1 FEBRUARY 2075
.S
■d 100' ROADSIDE DITCHES, s
i
' 50INTERIOR DITCHES x m m
Y i 8Ec x J
PROJECT BOUNDARY {� y CITY 4 a
1- EXISTING ROAD n
-1- - - i - - c EXISTING DITCHES
X n TYPICAL SECTION "x"
- - -----ii- __-_ _ - _ -
0 --- - - - - - -
BAY CITY FARM
oc ---- ---- ---- --- ---- ------ —
PROJECTIBOUNDARY
INTERIOR DITCHES FILLED
ANDI OR PLUGGED
(FUTURE) pt-
nommod"r..■
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PRcm Nn1002
DRAWN rY: RC
DATE: 01108113
SHEET:
C2.4

PROPERTY LINE
RESTORED PLANDS CASEY
WETLAND TRACT
50'
20' 4' 21' 1
I MATCH EXISTING GRADE
TOP OF BERM ELEV. VARIES 4' 1T 4' $' 5` $' (SLOPE VARIES .41 MAXI
(SEE CROSS-SECTIONS) ARIE
2 CUT
2
(VARIESi 1 1
) 3 2 2 1 4'
MATCH EXISTING GRADE KEY WAY (CONT)
STABILIZATION FABRIC BETWEEN (SAND & MINERAL SOIL)
BERMIKEYWAY AND EXISTING GROUND FILL
(US FABRIC US 200, OR APPROVED EOUALy
TYPICAL SECTION A -A
East Perimeter (Adjacent to Casey Tract North)
PROPERTY LINE
RESTORED PLANDS CASEY
WETLAND TRACT
79
25' 6" 29' 10'
t
TOP OF BERM ELEV. ryVARII€ 17 4 12' 5' 12' MATCH EXISTING GRADE
(SLOPE VARIES - 4:1 MAX.)
VARIES (SEE CROSS-SECTIONS) }
1 2 2 1 2: CUT _
(VARIES) J 1 1 ' 6r -
MATCH EXISTING GRAFILL 2 2DE KEY WAY (CONT)
STABILIZATION FABRIC BETWEEN (SAND & MINERAL SOIL)
BEHMYKEYWAY AND EXIS I INCi GKQUND
(US FABRIC US 200„ OR APPROVED EQUAL)
TYPICAL SECTION B -B
East Perimeter (Adjacent to Casey Tract South)
RESTORED
WETLAND
GENERAL NOTES
1. ALL DITCH SIDE SLOPES IN CROSS-SECTIONS (2:1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED WITH
A
APPROVED SEED MIX.
U
2. BERM SIDE SLOPES MAY BE SEEDED AND MULCHED (WITH TACKIFIER.), INSTEAD OF THE
w
SEED AND RECP_
zW
c7 s a
3. PHASE 1 SHOWN FOR INFORMATIONAL PURPOSED ONLY - NOT FOR CONSTRUCTON.
60,
PROPERTY LINE
P LANDS I CASEY
TRACT
25' 8' 1 I27
TOP OF BERM ELEV. VARIES 9' 12'vA4' F12' —j T19'
ruEsl
(SEE CROSS-SECTIONS)
CUT
(VARIES)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
1
FILL 2
KEY WAY (CON -T)
(SAND & MINERAL SOIL)
TYPICAL SECTION C -C
East Perimeter (Adjacent to Casey Tract South)
/ i---
EXISTING DITCH
2 MAX,
MATCH EXISTING
PROPERTY LINE
RESTORED PLANDS COUNTY
WETLAND LINE RD
50'
I
TOP OF BERM ELEV. VARIES 9' �� 1T�I 4' 1T �I S
(SEE CROSS-SECTIONS)
2 2 CUT
1
1 2• MATCH EXISTING GRADE
(VARIESI 1 [ �\` EXISTING DITCH
MATCH EXISTING GRADE FILL KEY WAY (CONI) 2 2 1
STABILIZATION FABRIC BETWEEN (SAND & MINERAL SOIL)
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
TYPICAL SECTION D -D
County Line Rd (SR 1002 to Casey Tract)
AS -B U I LTS
U 10 20 30
SCALEEN FEET
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PRQJ. NQ.: 1002
wzAwN BY: RC
DATE 1110113
SHEET
C3.1

GENERAL NOTES
1. ALL EXPOSED SIDE SLOPES IN CROSS-SECTIONS (2:1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN 0125 BN RECP AND SEEDED WITH
PROPERTY LINE SR1002 ASSUMED APPROVED SEED MIX.
RIGHT OF WAY LINE 2, BERM SIDE SLOPES MAY BE SEEDED AND MULCHED (WITH TACKIFIER.), INSTEAD OF
SR 1002 P LANDS THE SEED AND RECP.
6p' 3. PHASE 1 SHOWN FOR INFORMATIONAL PURPOSED ONLY - NOT FOR CONSTRUCTON.
I I {VAfaES)
APPROX. CENTERLINE I ('u'ARIES} PROP. BERM ELEV. = 12ff
�
-------------- OF SR 7002 � MATCH EXISTING GRADE
Jf � 3 �
-------------- (VARIES) sz-----�EXISTINGGRADE
EXISTING BERM
---------FILL KEY WAY (CON'T)
MATCH EXISTING TOP OF BERM (SAND & MINERAL SOIL)
y � EXISTING DITCH
PROPERTY LINE
SRI 002 ASSUMED
SR 1002 SR 1D02
r
RIGHT OF WAY LINE
LANDS �+
3tY
25'
APPROX. CENTERLINE
OF SR 1002
I
i
i
MATCH EXISTING
,�--------------------------
GRADE
PEELE RD. ASSUMED RIGHT-OF-WAY LINE
TOP OF BERM ELEV. VARIES 4'
ELEV. 10.0 TO 11.0 2
(SEE CROSS SECTIONS) 1 �r
MATCH EXISTING GRADES
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND & MINERAL SOIL)
EXISTING ELEV. = 10.51 +I-'
— P LANDS
45'
20' 25'
20 V-$' 1T-21'
12' 4' 12' - 16' —
2 CUT
2 t 1
TYPICAL SECTION O -O
SR 1002 EAST ROW (COUNTY LINE RD NORTH 3,000')
50 39'
I
-I— 25'
PROPOSED ROAD GRADE
NEW METAL GATE
r ROCK FILL
EXISTING ELEV.= 11.2.3'+I -
TYPICAL SECTION P -P
SR 1002 East ROW (Bay City No. 4 Road Centerline)
PROPERTY LINE
PEELE RD. I PEELE RD.
31Y I
I ` APPROX. CENTERLINE
�----------_�
MATCH EXISTING GRADE OF PEELE RD.
ti a� l
(6' MIN. T MAX.) d `L ELEV. 4.0
TYPICAL SECTION 1-1
Peels Rd (Benfewell Rd to Parker Farm)
60"
PROP. GRADE ELEV. = 12.0'
EXISTING METAL GATE TO BE RELOCATED
c ROCK FILL
EXISTING GRADE EXISTING ELEV. = 10.86'+I -
AS -B U I LTS
�I
r RELOCATED METAL GATE
EXISTING ROAD
MATCH EXISTING GRADE
z�: 0
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PRQJ. ND.: 1002
DRAWN BY: RC
DATE 1110113
SHEET:
C3.2

PROPERTY LINE
SOUTH CRE.E.K I P LANDS
CORRIDOR SITE
6F TYPICAL
r- 103' AT PARKING AREA
-- I ---� SMALL RD.
1
r
I � ✓
MATCH EXISTING GRADE
PROPERTY LINE
MULTIPLE ADJACENT I P LANDS
PROPERTY OWNER
120' TYPICAL
I ST AT PARKING AREA
n
25' 17 -16'2'-V tT 12'
1r
1 I 1'!
ELEV. 2.0 --' CUT J (8' MIN. -8' MAX.)
TYPICAL SECTION E -E
Small Rd (Adjacent to S.R. 1002 and South Creek CQMdor Site)
IIS 85' I I
31' 14' � 20' � 20'
15 19' 38' - 46'
A
44_, �12-16'('14'17-16'
IF
`-777777- 7-7- -/7TH r�:TTri Z
2't
MATCH EXISTING GRADE
(SLOPE VARIES -4:1 MAX.) ELEV. 2.0 CUT (6° MIN. 8' MAX.)
TYPICAL SECTION F -F
Royal Rd (South Greek Corridor Site to Benfewell Rd)
PROPERTY LINE
(DEPTH VARIES 1'TO2't)
TOP OF BERM ELEV. VARIES
EI -EV. 9.0 TO 10.0
(SEE CROSS SECTIONS)
- MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
- BERMIKEYWAYAND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT) PROPERTY LINE
- (SAND F. MINFRAI SOII I
MIN. ELEV. = 8.5
TOP OF ROAD ELEV. VARIES
(SEE CROSS SECTIONS)
�TOP OF BERM ELEV. VARIES
ELEV. 10.8 TO 12.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND & MINERAL SOIL)
WEYERHAEUSER I PLANDS
TRACT
4'
GRADE
26° 14' - 20' 20'
2 LOCATION 2
SHOWN 34'- 40' 2Y -2r
MIN. ELEV. 8.5 ON PLAN 4'
SHEETS 4'-S' 12'- 16' 14' - 12 - 16' - 4'-8' 12' 4'
TOP OF ROAD ELEV. VARIES 2 `., 4 2 2
(SEE CROSS SECTIONS) ]' ,�' 296 11 CUT ROE
1�"
0 If
FILL J - ^ Tt2 MAX.
8'
OWNER SUPPLIED BASO
WI STABILIZATION FABRIC (fi MIN, 8' MAX,)
ELEV. 2.0
MATCH EXISTING GRADE
EXISTING 9" DITCH
TYPICAL SECTION G -G
Benfewell Rd (N -S from Royal Rd)
GENERAL NOTES
1. ALL DITCH SIDE SLOPES IN CROSS-SECTIONS (2:1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED WITH
APPROVED SEED MIX.
2. BERM SIDE SLOPES MAY BE SEEDED AND MULCHED (WITH TACKIFIER.), INSTEAD OF
THE SEED AND RECP.
3. PHASE II SHOWN FOR INFORMATIONAL PURPOSES ONLY - NOT FOR CONSTRUCTION
ADJACENT
PROPERTY OWNERS
P LANDS
4'
16'
75'
28' 10' 19' 20'
2` GRADE
LOCATION
2' I I
4
SHOWN
6' 34° - 42'3, T 23' - 2T
SHEETS
4 4`-8 17 - 16' 10' 17.18' 12' 4'
8" J FILL -1 1
8" OWNER SUPPLIED BASE
WI STABILIZATION FABRIC (8' MIN, 8' MAX,)
MATCH EXISTING GRADE
ELEV. 2.6
EXISTING 9' DITCH
TOP OF RFRM FL FV VARIES
ELEV. 10.0 TO 11.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADES
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200. OR APPROVED EQUAL)
FILL
KEY WAY (CON'T)
(SAND & MINERAL SOIL)
TOP OF BERM ELEV. VARIES
ELEV. 10.0 TO 10.5
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND & MINERAL SOIL)
TYPICAL SECTION H -H
Benfewell Rd (E -W from Royal Rd)
PEELE RD. ASSUMED RIGHT-OF-WAY LINE
P LANDS
20'
35'
25' -
TOP OF BERM ELEV. VARIES
21± ELEV. 10.0 TO 11.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERM(KEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND& MINERAL SOIL)
PROPERTY LINE
- PEELE RD. PEELE RD.
30'
20' - 4'-8' 1T-21'
' � 12 2 17 -16' 5' f OFP FELE R CENTERLINE
I OF PEELE R0.
MATCH EXISTING GRADE
CUT'
f
2 t 1L r
2 MAX. J1
2
(6' MIN. T MAX.) ELEV. 4.0
TYPICAL SECTION IJ
Peale Rd (Benfewell Rd to Parker Faun)
AS -GUILTS
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PRQJ. NQ.. 1002
DRAWN BY RC
DATE 01108113
SHEET
C3.3

"C
11
RESTORED /- ASSUMED RIGHT
WETLAND P LANDS OF WAY LINE SR 1002 SR 1002
50. 30,
21' Z' 25' 2' �- ]
APPROX, CENTERLINE
MATCH EXISTING GRADE
TOP OF BERM ELEV. VARIES 6' 12' �-I 3' V 8' a, OF SR 1002
(SEE CROSS-SECTIONS)� {vAw€sy {SLOPE VARIES -d:1 MAX.)
1 2 2 1 CUT
1 1 '
(VARIES) 2 2
MATCH EXISTING GRADE KEY WAY {CONT}
STABILIZATION FABRIC BETWEEN (SAND & MINERAL SOIL)
BERMIKEYWAY AND EXISTING GROUND FILL
(US FABRIC US 200, OR APPROVED EQUAL) TYPICAL SECTION J -J
SR 1002 (Bay City Farm to County Line Rd)
RESTORED
WETLAND
TOP OF BERM ELEV. VARIES
(SEE CROSS-SECTIONS)
{VARIES) J
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 20D, OR APPROVED EQUAL)
PROPERTY LINE
PROPERTY LINE
COUNTY COUNTY
LINE RD LINE RD
22' 4' 10' 30
COUNTY LINE RD ASSUMED I APPROX. CENTERLINE
— 12' 4' 8' 11' RIGHT OF WAY LINE COUNTY LINE RD
2 A CUT
MATCH EXISTING GRADE
EXISTING DITCH
FILL '—KEY WAY (CONT) #
(SAND & MINERAL SOIL) 4'
TYPICAL SECTION K -K
75'
County Line Rd (Gum Rd to SR 1002)
EXECUTIVE RD
ASSUMED RIGHT
OF WAY LINE
EXECUTIVE RD P LANDS
MATCH
EXISTING
EXECUTIVE ROAD GRADE
� r �
t r �
RESTORED
WETLAND
50`
4' 4'
23' 12' T {VARIES}
13 10'
t FILL (VARIES)
EXISTING DITCH EXISTING DITCH I L CUT
KEY WAY (CONT)
(SAND & MINERAL SOIL)
TYPICAL SECTION N -N
Executive Rd (Rodman Rd to Gum Rd)
MATCH EXISTING GRADE
PROPERTY LINE
NOTE: AFTER ACOE PERMITTING WIDTH OF
RESTORED SECTION L -L WAS DECREASED FROM 110' PAMLICO
WETLAND TO 61' FEET AS SHOWN HEREON. P LANDS COUNTY ---
61'
20' 30`
TOP OF BERM ELEV. VARIES 4' 12' 4' 10' 10' 10'
(SEE CROSS-SECTIONS)
III2 .. _��.\`;�1 } GUT
(VARIES) J-- 1� 7'� �1 - - - -
MATCH
MATCH EXISTING GRADE 2 2 EXISTING
STABILIZATION FABRIC BETWEEN KEY WAY (CONT) GRADE
BERMIKEYWAYAND EXISTING GROUND FILL (SAND & MINERAL SOIL) 1
(US FABRIC US 200. OR APPROVED EQUAL)
TYPICAL SECTION L -L
County Line Rd (Rodman Rd to Gum Rd)
PROPERTY LINE NOTE: AFTER ACOE PERMITTING WIDTH OF SECTION M -M WAS DECREASED
FROM 80' TO 60' FEET AS SHOWN HEREON. RESTORED
RODMAN RD PLANUS WETLAND
I
60'
MATCH EXISTING GRADE J 4, 29' d d 12' 7' (VARIES)
(SLOPE VARIES - 3:1 MAX.
UNLESS NOTED OTHERWISE)
S 13 8
I
FILL �(VARIES)
T � CUT L MATCH EXISTING GRADE
KEY WAY (CONT) STABILIZATION FABRIC BETWEEN.
(SAND & MINERAL SOIL) BERWKEYWAY AND EXISTING GROUND
(US FAB RIO US 200, OR APPROVED EQUAL)
TYPICAL SECTION M -M
Rodman Rd (Executive Rd to Beaufort/Pamlico County Line)
NOTE: AFTER ACOE PERMITTING WIDTH OF SECTION M1 -M1 WAS
PROPERTY LINE DECREASED FROM 80' TO 60' FEET AND DEEPENED FROM 4' TO 5'
AS SHOWN HEREON. RESTORED
RODMAN RD I PLANUS WETLAND
I
MATCH EXISTING GRADE 60
(SLOPE VARIES - 3:1 MAX. I
UNLESS NOTED OTHERWISE) 4'II--�I 29
f �I 1-10' 9'_i_1D'-
STABILIZATION FABRIC BETWEEN f —
BERMIKEYWAY AND EXIST I
IN
GROUND_-
(US FABRIC US 200, OR APPROVED EQUAL)
EXECUTIVE RD
PROPERTY LINE ASSUMED RIGHT
OF WAY LINE
RESTORED
EXECUTIVE RD P LANDS WETLAND
75 60
(NOTE; AFTER ACOE PERMITTING WIDTH OF SECTION WN WAS CHANGED 33' 4 4 12' T (VARIES)
FROM 145' TO 135' FEET AS SHOWN HEREON & WAS RENAMED SECTION X -X
REGRADED ROAD 12' 14' 13' ,0'
2 1 % TYPICAL I
EXECUTIVE ROAD FILL FILL (VARIES)
/F MATCH
\ / G ST
EXIIN
� 12T 21 _
\ /� GRADE "I
4- --'/---EXISTING
' -EXISTING PITCH EXISTING DITCH MATCH EXISTING GRADE
CUT
KEY WAY (CONT) STABILIZATION FABRIC BETWEEN
/'+ J
(SANE) & MINERAL SOIL) BERMIKEYWAY AND EXISTING GROUND
TYPICAL SECTION X -X (US FABRIC US 200, OR APPROVED EOL
Executive Rd (Rodman Rd to Gum Rd) F�'
4' 1 4'
12' F 7' (VARIES)
FILL �, � (VARIES)
t CUT MATCH EXISTING GRADE.
KEY WAY (CONT) STABILIZATION FABRIC BETWEEN
(SAND & MINERAL SOIL) BERMMEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
1 TYPICAL SECTION M1 -M1
Rodman Rd (Executive Rd to Beaufort/Pamlico County Line)
BUILTS
GENERAL NOTES
1. ALL EXPOSED SIDE SLOPES IN CROSS-SECTIONS (2:1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED
WITH APPROVED SEED MIX.
2. BERM SIDE SLOPES MAY BE SEEDED AND MULCHED (WITH TACKIFIER.),
INSTEAD OF THE SEED AND RECP.
EY No. DATE DESCRIPTION _
1 2114114 REVISED SECTIONS L -L, K -K & ADDED SECTIONS M1 -M1 & X -X
2 7116114 ADDED NOTE SECTION X -X
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DRAWN 9Y: RC
DATE: Ili 0113
SHEET:
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5000
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6.000
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0.6%
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6,000
6.500
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0.0%0
0.0%
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0.0%0
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0.8%
6.500
7.000
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0.1%
19.9%
11%
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0.1%
0.0%
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0.1%
0.0%
0.0%0
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1.3%
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7.500
7.500
9.000
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0.0%
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PROJECT BOUNDARY
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PR9POSEB DITCH FILL r R
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LEXIS G 0171 I 1J A,
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0.50 1.0o ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.00 8.50 8.00 ® 10.59 11.00
1.00 1.50 3.00 3.50 5.04 5.50 7.00 7.50 9A0 9.59 18.00 11.50
1.60 2-00 ■ 3.50 4.90 5.50 6.00 7.50 9.00 9.50 10.00 ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 6:00 8.50 10.00 10.50 12.00 26.00 ■
I
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NO 131132 32 133 13a 135 139 1sA 118 a � Q
130 131
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111 117 113 L
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o
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012.50 PROP55EBSPOT ELEVATION z� � z
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NOTE: O
THIS LEGEND SUPERCEDES LEGEND ON � p cr
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DRAWN BY: RC
DATE 12f1f14
AS-BUILTS1&,109
b 5b' 1w 150'
SCA4E tN FEET
PR0,1. NO.
1 a1�2
DRAWN BY: RC
DATE 12f1f14
AS-BUILTS1&,109

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>F � � � � � PROA No. 1002
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DRAWN BY: RC
Mlnlmum Dovailon Maulmum Elevation Calor Mhmum Els alion Marirrkum Ele, hw Color Minirwm Ela aW Mammum El"Ition Calor Minimum ElWaWn Maximum Elevation Calor Minimum Elevation Maximum EWation Color Maxmum Sevakn Maxmum EleQfion Cotor QATE 1213f14
0.50 1.00 ■ 2.50 3,00 . 4.50 5.00 . 5.50 7.00 8.50 9.00 ® 10-50 11.00 SFIFFT
1.00 1.50 3.00 3.50 5,04 5,50 7.00 7.50 9,00 9.59 11.00 11.50 A S_ B U I IL T S C4,1
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1.50 2-00 ■ 3-50 4.90 5.50 6.00 7.50 8-00 9-50 10.90 ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 6:00 8.50 10.00 10.59 12.00 26,00 ■ I

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r X12.50 PROPOSED SPOT ELEVATION
z
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28+00.00 (K -K) 30+00.00 (K -K) 32+00.00 (K -K)
I
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INV. - 7.52° -M EXISTING GRA4 � t16-
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mill
VTA rDATA
Mlnlmum Eta"l MaKIml/m Elevation Calor Mhmum Els alien Maximm Ele, hw Color Minirmm Ele alron Mammm Ele aeon COW Mlolmum EkevaG�1 Mm dmum EIe�aron Calor Minimum Elevation Maxlmam Etevavon Color Mnmw Eie,akn Ma:+r El - bon Cotor
0.50 1.00 ■ 2.50 3.00 . 4.50 5.00 . 6.50 7.00 8.50 9.00 ® 10.59 11.00
1.00 1.50 3.00 3.50 5.04 5,'50 7.00 7.50 U0 9.59 11.00 11.50
1.50 2-170 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 10.00 ■ 11.54 12.00
2.00 2.50 4.00 4.50 6.00 6.50 6:00 8.50 10.00 14.50 12.00 28.00 ■
..
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o =
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in
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SCALE IN FEET
PR0,1. No. 1002
o1;AwM ax: RC
QATE 1213114
SHEET
AS -B U I LTS 4. 1
I

JW AW-
nW770Ai,Ll YLEGEND
--
_ .. - - - - _ _ - - - ~!- - - - - - - - - - - + FIRE)P---- SPILLWAY
- \' ? (PYRAMAT TURF r
`•' EXISTING DITCH o i REINFORCEMENT)At
6e?d6:FRH550�
`o FIELD DITCH PLUG �`� � \ ^ \ - -- - fR6PBSEBDITCH CROSSING a z
(# 57 STONE)
U
\�® r fREW65E6RIP RAP
o \\ a (5" - 12" CLASS B)
O \ } ®f'R6PE39EBTOP OF BERM
PROPOSED 8- ROCK PAD
( LARGE SIZE MINE REJECTS)
u
h
\\2 c \
f'
R6FBSEB DITCH FILL
A IN
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.. O
NA) �
u ► t1 Aw
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lit
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► sa o "�
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k � r
NO
o ` 5.S9
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1+04.00 (K -K) 35+00.06l(K-K) o \ .' 38+00.00 (K -K) 40+00.00 (K -K) 42+00.09 (K -K) 4 ` 44+00.00 (K--, 45+60.00 (K-1
+ FREWSSEB FLOW ARROW
PRBPBSEB SLOPE ARROW
PROPOSED
MAJOR PLUG
=Ed (LENGTH = 190°)
rreeP99ES MINOR PLUG
N (LENGTH = 50')
PRePeSEB PIPE AND
ui RIPRAPIE
' —I �y EXISTING SURVEY SPOT
T ELEVATION
pia EXISTING LIDAR ELEVATION
X12.50 "»ES SPOT ELEVATION }�
ti 12 00 # AS - BUILT SPOT GRADES z
' NOTE: O
THIS LEGEND SUPERCEDES LEGEND ON
J Q fl
C1.2 WHEN CONFLICTING.
1 3
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4 m
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179 I81 1 Q (�
174 115 176
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36+00.00 (K -K)' ' 38+00.00 (K -K) 4fl+00.OG1(I(-K) `1 42+00.q$0 (K -K) n 44+00,00 (K -K) 45+6q.g0 (K -K)
C
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PROI. ND: 1 flfl2
1111A" BY RC
DATE 1213114

JFI,ITCH PLUGDg.EXISTING DITCH>7A ON TCH PLU�1(FUTUI _ _ _ - .�_ � ✓� {} - _ _ -- •- - - - g -� �� o. -,.... � _-s ..-._. -.� - �.._- a �.� � �-.+R �:e_� _ _ �- � � _ - �--.. �.���-� �- � y'� T � +
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a FIELD DITCH PLUG
ti. 1 j
O
\\ 5
o
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D � (SEE SHEET C7.1)
a\� ,\ i•� !i (Fy'f'URE) \
s
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0
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48+00.00 (K -K)
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44% Q
\\ti
� � U
fw
o
\` y
4
50+00.00 (K -K) p \` 5,?+00.00 (K -K)
+ 4+00.00 (K -K)
PROPOSED DIT
L
M'nlmum Elevation Maximum Elevation Calor Minimum EIQ dIm i Ma>umurn EWY86M
0.50 1.00 ■ 2.50 3.00
1.00 9.50 3.00 3.50
Y 1.50 2.00 . 3.50 4.00
2.00 2.50 4.00 4.50
50+00.00
Mon mum E9evation Maximum Elevation
4.59 9.00
5.00 5.50
5.50 8.00
600
7.fl0
7.00
IP
7.50
8.06
8.00
6.50
INA
\00
0
1
Q a
O \til
D a
O 6
D a
4 \
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4\'6
t7
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48+00.00 (K -K)
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44% Q
\\ti
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fw
o
\` y
4
50+00.00 (K -K) p \` 5,?+00.00 (K -K)
+ 4+00.00 (K -K)
PROPOSED DIT
L
M'nlmum Elevation Maximum Elevation Calor Minimum EIQ dIm i Ma>umurn EWY86M
0.50 1.00 ■ 2.50 3.00
1.00 9.50 3.00 3.50
Y 1.50 2.00 . 3.50 4.00
2.00 2.50 4.00 4.50
50+00.00
Mon mum E9evation Maximum Elevation
4.59 9.00
5.00 5.50
5.50 8.00
600
4+
EXISTING ROADSIDE
,i \\ DITCH
(40)
BOF 18" HDPE
E. INV. = 48a8B
,ya ` W. INV. = 4BlH
o �j! (SEE DEVILS SHEET C11.20
_INV F�L -- 1QPd4�
CONSTRUCT 100'
ROADSIDE DITCH PLUG
(FUTURE)
GE)NISTRUGT GATE AND HOG WIRE FENCE
r I
l
4 4'
to .,
x'54+00.00 (K -K)
■P�ft•P�P�Ift•�����
52+a0=
A,
Minimum ftwation Maximum Elevation
6.50
7.fl0
7.00
7.50
7.50
8.06
8.00
6.50
4+
EXISTING ROADSIDE
,i \\ DITCH
(40)
BOF 18" HDPE
E. INV. = 48a8B
,ya ` W. INV. = 4BlH
o �j! (SEE DEVILS SHEET C11.20
_INV F�L -- 1QPd4�
CONSTRUCT 100'
ROADSIDE DITCH PLUG
(FUTURE)
GE)NISTRUGT GATE AND HOG WIRE FENCE
r I
l
4 4'
to .,
x'54+00.00 (K -K)
■P�ft•P�P�Ift•�����
52+a0=
A,
Minimum ftwation Maximum Elevation
6.50
Krmlrn EtevaW Ma>ulmm, EWvaOw
8.50
7.fl0
7.00
7.50
7.50
8.06
8.00
6.50
Krmlrn EtevaW Ma>ulmm, EWvaOw
8.50
9.00
9.00
9.50
$.50
10.00
10.00
90.50
P'
11.00
LEGEND
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!
f
t2.00
PRE).,,.,._F SPILLWAY
® PR6F19SE13 TOP OF BERM
INA
(PYRAMAT TURF
+
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"{
r RORG66B DITCH FILL
Y7 q W
FR6PBSEBDITCH CROSSING
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PRBPBSEB SLOPE ARROW
r PReF65E6RIP RAP
PROPOSED
MAJOR PLUG
mmi
P'
11.00
11.00
5" - 12" CLASS B )
!
f
t2.00
12.00
® PR6F19SE13 TOP OF BERM
INA
- PROPOSED 8" ROCK PAD
LARGE SIZE MINE REJECTS)
+
(
r RORG66B DITCH FILL
PR6PB13EEI FLOW ARROW
PRBPBSEB SLOPE ARROW
D
PROPOSED
MAJOR PLUG
mmi
(LENGTH = 100')
lk
PR6P65E5 MINOR PLUG
(LENGTH = 50')
EXISTING ROADSIDE
DITCH PRePeSEB
PIPE AND
1ti RIPRAP
1 ,
EXISTING SURVEY SPAT
• ELEVATION
6
p$a EXISTING LIDAR ELEVATION
( �E X12.50 PROPOSED SPOT ELEVATION
_ r3
I b\ 1� 2.fl AS- BUILT SPOT GRADES z
'I
D a NOTE: Z O
CONSTRUCT 100' THIS LEGEND SUPERCEDES LEGEND ON p
ROADSIDE DITCH PLUG p
`(FUTURE) C1.2 WHEN CONFLICTING.
d
w C3
II D \ O
;t Gtr]
E%15T]NG 4$" CNP
SAY- INV. = 6.02'
N.E_ INV. = 5.95' • (D
(TO REMAIN}
M'vumum Elevation Maxomum Elevalbon
]0.5[1
11.00
11.00
11,50
99.50
t2.00
12.00
24.04
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PROJ. NO.: 1 f)02
D13AWN By RC
DATE 1213114
SMFET
AS -B U I LTS 04.113
I

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Vol,
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LEGEND
---------
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. ❑`
o'�
M
,
'
PROPE)SEBSPILLWAY
(PYRAMAT TURF
REINFORCEMEN
- a e`
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tee''
' s
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, exec*=
0
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ly
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DITCH CROSSING'
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f5- - 12" CLAS RAP
5" - i 2" CLASS B
e
e
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ee6
17 V eek
o
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PROPOSED W ROCK PAD
(LARGE SIZE MINE REJECTS)
$
! 4
r J 24!,
!7 4
l
, ' r
f
° *
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SEB FLOW ARROW
-c3 n mm
e
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6
eg
e
0
9
peek
PRBP6SEBBSLOPE ARROW
l
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�=
g-
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ee9 ti
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°
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tie3 ?
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f'ROPeSEB PIPE AND
RiPRAP
r
/ p ° e�
r • .,
A006
R
r 4 `
EXISTING DITCH i tl
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O! e
65 EXISTING SURVEY SPOT
ELEVATION
w
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11
EXISTING LIDAR ELEVATION
1 deeair#
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di
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k p +e
l M
tee`
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z °
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z
73
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t o
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I
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11,1
J
THIS LEGEND SUPERCEDES LEGEND ON
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a cr
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129 115 116
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12.86
-- - -
- - - _ ... -
13.00
15.22
----AROJECrSOUNDARY
V
_ _ _ _ _ _ _
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DENOTES THIS SHEET
-
c � ? Z
_._- 4.75 :; � - -7.5Q 5 7.50 ®-
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-
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70+00.00 (K -K)
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SC,RLE VN FEET
D11AwN BY: RC
FAnlmum E1eva,lm MalWum Elevation Gda Wimum ElevaSon Maxe,wm Elevation Color Mnanum Elevation Maxi num Elevation Color Minimum Elevation Ma,dmum Elevation Color
Wn;mum ElevaW Manmum Elevation Golan Minimum Elmdon Maximum Elevation
Color
DATE i 2!3!14
0.50 100 0 2.50
3.011 0 4.59 5.00 0
6.50 7.00
8..509A0 10.50
11.00
4FIEET'
1.00 1.50 3.04
3.50 . 5.00 5.50
7.00 7.50
9.00 9.50 11.00
11.50
/ 7 B UI L T S
C4. 114
1.50 2.00 . 3.50
6.00 5.50 6.00 ®
7.50 8.00
9.50 10.00 11.50
12.00
■
2.00 2.50 4.00
4.50 6.00 6.50
8.00 8.50
10.00 90.50 12.00
28.00
■

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4L
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ci
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r
t i
Wimum Elevation Maxlmum Elevation
0.50 100
1.00 1.Sa
1.so z -a6
2.00 2.50
W&n-m Ef"atiw Ma>umurn EWa'lion
z.56 3.00
3.40 3.50
3.50 5.00
a.a6 4.50
9.00
7.50
8.06
8.00
W&n-m Ef"atiw Ma>umurn EWa'lion
z.56 3.00
3.40 3.50
3.50 5.00
a.a6 4.50
(K -K)
Minimum Elevation Maximum Elevation
4.59 9.00
5.00 5.50
5.50 8.00
600
9.00
7.50
8.06
8.00
(K -K)
Minimum Elevation Maximum Elevation
4.59 9.00
5.00 5.50
5.50 8.00
600
Mlnlmurn ftwation Maximum Elevation
8.50 7.fl0
7.00 7.50
9.00
7.50
8.06
8.00
6.50
Mlnlmurn ftwation Maximum Elevation
8.50 7.fl0
7.00 7.50
ID
Wrtimum ElevaW Ma3cim+m1 ECeva,twl
8.50 9.00
9.00
7.50
8.06
8.00
6.54
ID
Wrtimum ElevaW Ma3cim+m1 ECeva,twl
8.50 9.00
LEGEND
4�----
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"""BSPILLWAY �
it j t v (PYRAMAT TURF LO U T
REINFORCEMENT) i;5�
la
ff PR6PBSEE) DITCH CROSSING Q t
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p + N fftEW65EBRIP RAP
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0
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. - ar PROPOSED 8" ROCK PAD
{ ( LARGE SIZE MINE REJECTS)
}
PRORG66B DITCH FILL
r PR6PBSE@FLOW ARROW
' 4 ��
#'RBPBSE6SLOPE ARROW
� 61
PROPOSED
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lmd(LENGTH = 100')
4Y
[b. PReP96EB MINOR PLUG
(LENGTH = 50')
PRePeSEePIPEAND
RIPRAP
i 4 EXISTING SURVEY SPOT
ELEVATION
EX15TING DITCH 'v �' � p$� EXISTING LIDAR ELEVATION
titi'' f X12.50 PROPOSED SPOT ELEVATION
� A
^y k'� AS SPOT GRADES }
s 112.QOJ� y Z
o ^� NOTE- O
+ ° THIS LEGEND SUPERCEDES LEGEND ON p
1 C1.2 WHEN CONFLICTING.
�►
W
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15 CJ
IE RITCNFPLUG¢-
1� o
179 III II
jos+oo.ao( ) 1
j)(K�rz
, 131 H, N2 tg 173 11S 138
j y 119 1 I i d
- V 1 JM , 931 'p I ,iq 125 1 11i ItB Q J
Minimum Elevation Maximum Elevation
]0.5[1
9.00
9.54
$.50
f 0.00
10.00
90.54
LEGEND
4�----
n
"""BSPILLWAY �
it j t v (PYRAMAT TURF LO U T
REINFORCEMENT) i;5�
la
ff PR6PBSEE) DITCH CROSSING Q t
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p + N fftEW65EBRIP RAP
/ _ { 5" - 12" CLASS B )
0
PRAPE)SEBTOP OF BERM
. - ar PROPOSED 8" ROCK PAD
{ ( LARGE SIZE MINE REJECTS)
}
PRORG66B DITCH FILL
r PR6PBSE@FLOW ARROW
' 4 ��
#'RBPBSE6SLOPE ARROW
� 61
PROPOSED
�Q _ MAJOR PLUG
lmd(LENGTH = 100')
4Y
[b. PReP96EB MINOR PLUG
(LENGTH = 50')
PRePeSEePIPEAND
RIPRAP
i 4 EXISTING SURVEY SPOT
ELEVATION
EX15TING DITCH 'v �' � p$� EXISTING LIDAR ELEVATION
titi'' f X12.50 PROPOSED SPOT ELEVATION
� A
^y k'� AS SPOT GRADES }
s 112.QOJ� y Z
o ^� NOTE- O
+ ° THIS LEGEND SUPERCEDES LEGEND ON p
1 C1.2 WHEN CONFLICTING.
�►
W
°``a L 1a.
15 CJ
IE RITCNFPLUG¢-
1� o
179 III II
jos+oo.ao( ) 1
j)(K�rz
, 131 H, N2 tg 173 11S 138
j y 119 1 I i d
- V 1 JM , 931 'p I ,iq 125 1 11i ItB Q J
Minimum Elevation Maximum Elevation
]0.5[1
11.80
11.00
11,54
99.50
t2.00
12.00
24.04
11.t 115 11B
,19 +� la1
F J
ry
---113
-PROJECTBOl1NOARY
p <
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PRDJ. MD.: 1 x{72
D uwr er RC
DATE 1214114
SHFFT
AS -B U I LTS
P4.117,

0&+OO.flO (K -K)
�r
Mlnlmum Elavation I Mmdmum Elavalian
4
0.50 1.0o
1.00 1.50
1.50 2-00
2.00 2.50
r
0
Minimum Elmow Maximum Elevation
2.50 0.00
3.170 3.50
l h p41�
I
a
1
1 h 01Q 1
,l 0 ,©
1 1
Il
411
0 14 1 h
10 �'
0 g
' 111)y
� h 4
1pa
0
4b
®
0 411
lVh
h
h1y.
h
3.50
6.00
4.00
4.50
l h p41�
I
a
1
1 h 01Q 1
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1 1
Il
411
0 14 1 h
10 �'
0 g
' 111)y
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0
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0 411
lVh
h
h1y.
h
NO
9.50
90.04
it o
BEGIN SECTI�N (J -J) STA: 0+54.00
�1
0
h
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114+?P0� O (K-
EXISTING DITCH
1
-' 1
ND SECTION (K -K) STA: 119+59.01 --J
F R6PBSEB DITCH CROSSING
{7 F 2
z
(# 57 STONE)
1 tel 1
PR9F85E@RIP RAP
11
0
LL -n
1
13i
1T(I lit t7i IPS 167 V
j I..L
%1 � 1d3 15E R57 158`
ISI 148
150 t57 i#
..,.. T 59
r h 1
1S1
136
FIELD DITCH PLUG
z
I31 1F2 139 13i
139 135
133 t33 fa3 17B
U
1.3,.
+00.'60 (K -K)
h1
i t S h
0
114+00.00 (FK)
131 125 199
122 + 111 tte
O J
J
til
Minirmm Elevation Mawmum El"kion
4.50 e.00
5.04 5.50
5.50 6.00
6.00 6.50
Minimum EkevatGw Maximum Elevalion
5.50 700
7.00 7.50
7.50 8.00
9:00 8150
9,00
9.50
9.50
90.04
10.00
Minimum EkevatGw Maximum Elevalion
5.50 700
7.00 7.50
7.50 8.00
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Mlnlmum Eleval Qn Maxlmum ElwaW- Color Minimum Elevation Maximum Elevat on Calor Minimum Elevanon Maximum Eleval,on Color Minimum Elevation Maximum Elevation Calor Minimum Elevatan Maximum Elavation Calor Mkmmum Elevation Maximum Elevation Cam&
0.50 7.(10 ■ 2.51) 3.00 ■ 4.54 5.00 0 5.50 700 8.511 0.44 10.51) 11.00
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LLJ x£12.50 FRE)F63EBSPOT ELEVATION � ^ 7-
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r.00 1.50 ■ a 41) 3.50 ■ s.a4 550 ■ 7.00 7 so ■ e 04 :+ 50 1. 00 11.50 ■
- - -
1.50 z-40 ■ 350 4.00 1 5.50 6.00 7.50 8.00 9.50 10.00 ® 11.50 12.00
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124 171 kfS
1J 191
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DATA
Mlnlmum Eleval Qn Maxlmum ElwaW- Color Minimum Elevation Maximum Elevat on Calor Minimum Elevanon Maximum Eleval,on Color Minimum Elevation Maximum Elevation Calor Minimum Elevatan Maximum Elavation Calor Mkmmum Elevation Maximum Elevation Cam&
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AS-BUILTS
C4.121

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MATCH LINE - LEGEND
FRePISSES SPILLWAY
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MiNrrkum Elewillon Maximum Elevation
2.513 3.00
3.00
150 400
4.00 4L50
Minimum EWaW Maximum Elevation
4.50 5.00
5,00 5.50
6.00
3.50
5.50
e.99
9sD
Minimum EWaW Maximum Elevation
4.50 5.00
5,00 5.50
6.00
Minimum Elevation Maximum Elevation
5.50 7.00
7.00 7.513
7.50 8.00
8.00 &50
Minimum Elevation Maximum EWwafion
8.51) 9.00
Uo 9,50
950 10.00
10.00 10.50
Minimum Elevation Maximum Elevation
1050 11.00
11100
11.50 12.00
12.00 28.00
DRAWN BY RC
DATE 1114115
SHEET
AS-BUILTS C4.122
5.50
e.99
9sD
Minimum Elevation Maximum Elevation
5.50 7.00
7.00 7.513
7.50 8.00
8.00 &50
Minimum Elevation Maximum EWwafion
8.51) 9.00
Uo 9,50
950 10.00
10.00 10.50
Minimum Elevation Maximum Elevation
1050 11.00
11100
11.50 12.00
12.00 28.00
DRAWN BY RC
DATE 1114115
SHEET
AS-BUILTS C4.122

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Mlnlmum Elevation Maxtinum Elevation Calor Minimum Els ition Maria.= Elevalan Color MMvaean Maximum El"Ition Calor Minimum EWaWn Maximum EIevaron Calor Minimum Elevation Maximum Elewation Color Mmimum Elevaaion Maxanum Elevation
0.50 1.00 ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.00 8.50 9.00 ® 10.59 11.00
1.00 1.50 3.00 3.50 5.04 5.'50 7.00 7.50 8A0 9.59 11.00 11.50
1.60 2.40 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 10.00 ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 8100 8.50 10.00 10.50 12.00 28.00
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0.50 1.00 ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.00 8.50 9.00 ® 10.59 11.00
1.00 1.50 3.00 3.50 5.04 5.'50 7.00 7.50 8A0 9.59 11.00 11.50
1.60 2.40 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 10.00 ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 8100 8.50 10.00 10.50 12.00 28.00
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DATE 1114115
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8.50 0.94
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12.80
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10.59 11.00
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4.50 1.00 ■ 2.50 3.Of1 ■ 4.50 5.00 ■ 5.50 700 8.50 4.130 � 10.50 11.00
x.00 1.50 ■ 7 00 3.50 ■ 5.04 5.'50 ■ T,IXI 7.50 ■ 9.00 :x.50 1 . 00 11.50 ■
1.50 2.04 7.50 4.00II 5.50 6.00 7.50 8.00 9.50 10.04 10 11.54 12.00
2.00 2.54 4.00 4.50 5.04 6.50 8.00 8.50 10.00 14.50 12.00 28.00 ■
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PRepeSEB DITCH FILL
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0.50 1.00 0 2.50 3.00 ■ 4.551 5.00 ■ 6.50 7.00 6.50 9.04 10.50 11.40
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Y 1.50 2-(0 ■ 3.50 4.00 5.50 6.00 ■ 7.50 8.41) $.So 10.00 ■ 11.50 12.00 ■
2.00 2.50 4.00 4.50 600 6.50 6.00 8.50® 10.00 14.50 12.40 26.00 ■
LEGEND
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Q 07
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DATE 1115115
SHEET'
AS
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04.139

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LEGEND
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4
{ 0.50 7.(10 ■ 2.50 3.00 . 4.50 5.00 . 5.50 700 8.50 9.90 � 10.50 11.00 S11FFT
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(LENGTH = 5U)
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tr PRBPeSEB DITCH FILL r
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3.00 3.50
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4.00 4.50
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4.50 5.04 .
5.04 5.'50
5.50 0.04
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j
Mhmum Elevation Maximum Elevation Color
2.50 even
3.00 3.50
3.50 6.00
4.00 4.50
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et 04.152
. r o,� LEGEND
® M M Mv�= M ��' M PRCIP6SEBSPILLWAY rig
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4.50 5.04 .
5.04 5.'50
5.50 0.04
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Minimum Elevation Maximum Elevation Color
5.54 700
7.00 7.50
7.50 800
9:60
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Sheet 04.132 ohh. .ti4 1
Minimum Elevation Maximum Elevation Color
5.54 700
7.00 7.50
7.50 800
Minimum Elevation Maximum Elevation Color
a.5o �1aa
9,00 9.50
9.54 90.04 ■
90.00
9:60
8.50
j
Minimum Elevation Maximum Elevation Color
a.5o �1aa
9,00 9.50
9.54 90.04 ■
90.00
Minimum Elevation Maximum Elevation Color
10.59 11.00
11.00 11.50
11.54 12.00
12.110 28A0
14.54
Minimum Elevation Maximum Elevation Color
10.59 11.00
11.00 11.50
11.54 12.00
12.110 28A0
0 5%Y 100• 150'
SCALE IN FEET
AS -B U I LTS
LLJ
PROF. NO. 1 DI]2
Imnwia sr RC
DATE 1115115
SHEET
C4.14Z
0 5%Y 100• 150'
SCALE IN FEET
AS -B U I LTS
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PROF. NO. 1 DI]2
Imnwia sr RC
DATE 1115115
SHEET
C4.14Z

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0.50 100
1.00 150
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0.50 100
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250 3.00
3,00 3.50
3.54 5.00
a.4a 4.50
7.fl4
7.00
7.50
7.50
8.46
8.00
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250 3.00
3,00 3.50
3.54 5.00
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Minimum Elevation Maximum Elevation
4.59 5.40
5.00 5.50
5.50 &.00
600
7.fl4
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8.46
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Minimum Elevation Maximum Elevation
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5.50 &.00
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8.5U
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8.46
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8.5U
7.fl4
7.00
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7.50
8.46
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Minimum EtevaW Miwdwrn ECmWn
8.50 9.44
9.00 9.5a
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10.04 94.50
Miant,m Elevates Maximum Elevaftn
14.50 11.40
11.00 r1.50
99.56 i2.00
12.46 28.44
LEGEND
.,..,..,..,._F SPILLWAY
iru vv (PYRAMAT TURF U
REINFORCEMENT) r?
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o=d
PR6PBSEBDITCH CROSSING
(# 57 STONE)
PREWISSE6 RIP RAP
r5' (5" - 12" CLASS B)
® FR6PE39EBTOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
// ,/ / f'R6FBSE9 DITCH FILL
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L Y GPGSr=-^v PIPE AND
RIPRAP
�, EXISTING SURVEY SPOT
�p5 *� ELEVATION
Q'b EXISTING LIDAR ELEVATION
X12.50 FROPOSEI}SPOTELEVATION
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AS -B U I LTS
PRC].!. NO.: 1 ()()2
DRAWN By RC
DATE; 1115!15
L64.144,�
Miant,m Elevates Maximum Elevaftn
14.50 11.40
11.00 r1.50
99.56 i2.00
12.46 28.44
LEGEND
.,..,..,..,._F SPILLWAY
iru vv (PYRAMAT TURF U
REINFORCEMENT) r?
Bpd
o=d
PR6PBSEBDITCH CROSSING
(# 57 STONE)
PREWISSE6 RIP RAP
r5' (5" - 12" CLASS B)
® FR6PE39EBTOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
// ,/ / f'R6FBSE9 DITCH FILL
.--� PREIPBSE@FLOW ARROW
PRBPBSEB SLOPE ARROW
NmdPROPOSED
MAJOR PLUG
(LENGTH =100')
�e p,
Y U
2 ,2 � � t
o E
10. Rh9i. u.2
1='F
o. ®MINOR PLUG
(LENGTH = 50')
L Y GPGSr=-^v PIPE AND
RIPRAP
�, EXISTING SURVEY SPOT
�p5 *� ELEVATION
Q'b EXISTING LIDAR ELEVATION
X12.50 FROPOSEI}SPOTELEVATION
M }
- 12,pp AS - BUILT SPOT GRADES z
NOTE- O
y,�94 THIS LEGEND SUPERCEDES LEGEND ON p fl
C1.2 WHEN CONFLICTING. C)
Lu
U SR' 1w tso,
$GALE 0 FEET
AS -B U I LTS
PRC].!. NO.: 1 ()()2
DRAWN By RC
DATE; 1115!15
L64.144,�
99.56 i2.00
12.46 28.44
LEGEND
.,..,..,..,._F SPILLWAY
iru vv (PYRAMAT TURF U
REINFORCEMENT) r?
Bpd
o=d
PR6PBSEBDITCH CROSSING
(# 57 STONE)
PREWISSE6 RIP RAP
r5' (5" - 12" CLASS B)
® FR6PE39EBTOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
// ,/ / f'R6FBSE9 DITCH FILL
.--� PREIPBSE@FLOW ARROW
PRBPBSEB SLOPE ARROW
NmdPROPOSED
MAJOR PLUG
(LENGTH =100')
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10. Rh9i. u.2
1='F
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(LENGTH = 50')
L Y GPGSr=-^v PIPE AND
RIPRAP
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Q'b EXISTING LIDAR ELEVATION
X12.50 FROPOSEI}SPOTELEVATION
M }
- 12,pp AS - BUILT SPOT GRADES z
NOTE- O
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Lu
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$GALE 0 FEET
AS -B U I LTS
PRC].!. NO.: 1 ()()2
DRAWN By RC
DATE; 1115!15
L64.144,�
PR6PBSEBDITCH CROSSING
(# 57 STONE)
PREWISSE6 RIP RAP
r5' (5" - 12" CLASS B)
® FR6PE39EBTOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
// ,/ / f'R6FBSE9 DITCH FILL
.--� PREIPBSE@FLOW ARROW
PRBPBSEB SLOPE ARROW
NmdPROPOSED
MAJOR PLUG
(LENGTH =100')
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Y U
2 ,2 � � t
o E
10. Rh9i. u.2
1='F
o. ®MINOR PLUG
(LENGTH = 50')
L Y GPGSr=-^v PIPE AND
RIPRAP
�, EXISTING SURVEY SPOT
�p5 *� ELEVATION
Q'b EXISTING LIDAR ELEVATION
X12.50 FROPOSEI}SPOTELEVATION
M }
- 12,pp AS - BUILT SPOT GRADES z
NOTE- O
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AS -B U I LTS
PRC].!. NO.: 1 ()()2
DRAWN By RC
DATE; 1115!15
L64.144,�
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$GALE 0 FEET
AS -B U I LTS
PRC].!. NO.: 1 ()()2
DRAWN By RC
DATE; 1115!15
L64.144,�

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-7, CONSTRUCT 100
ROADSIDE DITCH PLUG
• a �F lI��' �.�, __'T �� � �] C� `. �� SlN r , ^ - ._ I, �n'� - w�' `�� 1'1 ' �� �,i � ��,� �' II,' 1'�__l, I
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II
FReP6SEB SPILLWAY w
(PYRAMATTURF r
4 REINFORCEMENT) x°
1 I0= a
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o M I r PR9P69EBRIP RAP
1� m
f'R6P69EBTOP OF BERM c0j
1 V w PROPOSED W ROCK PAD
lUE *9 1VV �' • 1 1� h ( LARGE SIZE MINE REJECTS)
h I O • yy
•� 4�6 ` r ► 01 ` 4 'a 1 i fF F PRBPeSEB DITCH FILL
j
FR6P68EB FLOW ARROW
0, pRBP@SEBSLOPE ARROW
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All
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011 + ' _ (LENGTH = 100')
t a
0
1 i o, rR6P9-9 MINOR PLUG
CH / 0 6, "t (LENGTH = 5U)
k
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46
RIPRAP
$h
EXISTING SURVEY SPOT
+
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�
�!
k
Q&.
EXISTING LIDAR ELEVATION
�"
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X12.50
PROP69E13 SPOT ELEVATION
v
z
12.06
AS - BUILT SPOT GRADES
',r
z
4
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NOTE'
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THIS LEGEND SUPERCEDES LEGEND ON
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CONFLICTING,
J
4
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Lu
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-
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1107
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171 172 17� J63 _ 110T 168
1 a-
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Lq cn
135 138 177 1138
d
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- T= LIQ See r e , LEGEND
4
I fRFJP6SEBSPILLWAY w ;I
►�" a (PYRMATTURot
r-,� It *41 I 4 Q%N d RENFORCEMENT)
x
1
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Otiq M I • 01 _� A` " [# 57 STONE)
` 10 to
4fa
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rw ( ,q� ✓ a - (5" -12" CLASS B)
"� +� + ,mss, q� ` ■ � 'i I • � � � m
3 I `I 4 ` o • is C FREW89EBTOP OF BERM -�S
Air 0
o • I I �. SAto ! r I li PROPOSED S" ROCK PRD
lot
t © 1
1M 1 011 l x � :
OAl R�
4 t'.. .j O `q9 � � � • I. 6
i
a '4 �ti U - �wf '1 VLi O �$ l
*
LARGE SIZE MINE REJECTS)
3.00
(
1.00
f f PRBPeSEB DITCH FILL
` 1.50
2-00
iFR6PB EB FLOW ARROW
0
2.50
zX12.50
PRBP@SEBSLOPE ARROW
Aor
PROPOSED
i w !0%_
6 i ' MAJOR PLUG
_ ! O�q 1 41�' OC (LENGTH= 100')
14 k
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PF�1G DITCH 1} - ,�o r EXISTING DITCH _
r © �► 0"' 9PIPE AND
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o h EXISTING SURVEY SPOT
cl ELEVATION
ILr i
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y EXISTING ROADSIDE CONSTRUCT'ItOF l
%, II ITCH ROADSIDE DITCH PLUG �
0 `g
(FUTURE) I ��
- ❑ �' !�
z.
tl I Mlnlmum EWvation I Mmdmmum Elavalian
0.50
7.00
3.00
3.50
1.00
7.50
` 1.50
2-00
2.00
2.50
Minimum Elevation Maximum Elev hw
2.50
1_
Ak
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Minimum Elevatien Mawmum Elevation
4.50 5.04
5.00 5.'50
5.50 8.00
6.00 6.50
a.ao
3.00
3.50
3.50
6.00
4.00
4.50
1_
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Minimum Elevatien Mawmum Elevation
4.50 5.04
5.00 5.'50
5.50 8.00
6.00 6.50
0
I
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t
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O'. EXISTING LIDAR ELEVATION
t
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zX12.50
PRROPOSEBSPOT ELEVATION
Aor
Minimum Elevation Maximum Eler'atian
Color
8.5u 9.00
9A0 9.50
9.50 10.00
112 d0 .+ AS -BUILT SPOT GRADES
r
10.00 10.50
r
NOTE-
3
O
i-
THIS LEGEND SUPERCEDES LEGEND ON
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1tia CONSTRUCT 100'
�.s,-
-ROADSIDE DITCH PLUG �
Q (FUT W)
�...' O� '>t ►
mob
v ,
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Minimum EWatim Maximum ElevaBon
5.54 700
7.00 7.50
7.50 800
Minimum Elevation Mowmum Elevation
10.59 11.00
1100 11.50
11.54 12.00
12.00 28.00
t
_ ■
a:ao
a.5o
Minimum Elevation Mowmum Elevation
10.59 11.00
1100 11.50
11.54 12.00
12.00 28.00
t
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r
41
Aor
Minimum Elevation Maximum Eler'atian
Color
8.5u 9.00
9A0 9.50
9.50 10.00
■
10.00 10.50
Minimum Elevation Mowmum Elevation
10.59 11.00
1100 11.50
11.54 12.00
12.00 28.00
"1:'N a
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AS-BUILTS C4.147�

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PARffiNG LOTrw" � � (SEE SHEET C7.1) E.'OF 18" HDPE 4 y 1tio 1 1 (FUTURE) � PIPE CROSSING DETAIL
N. INV = 47 3 k }w1 1 (SEE SHEET 09.1)
Q 1'^S.INV 9-5 ti1 11
v� ;, (SEE SHEET C11.2) 1$' HDPE PIPE °
3 COOTRUCT 100' 1 4 (40) ._ INV-
gR(JADSIDE DITCH PLUG 4 .�I L.F. OF 18" HDPE
° (FUTURE) N. INV. = 96 EXISTING ROADSIDE
i? S. INV. = 9,-56-DITC XISTIN
U 40, ( SEE DETAILS SH T C1 '2) f
1 _ - (TO
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NOW
(TO BE REMOVED)
CONSTRUCT 100' �Q,
i lY EI'P ? ROADSIDE DITCH PLUG V '
o (FUTURE) o ❑
D a 1 FI = EXISTING RO SID _j
yp i 6 ITCH
1I1V, rFJ-�.. � ��
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S. INV. = 8.98--
io? (SEE SHEET C9.1)
1 lMAT" U N E - See S(,_ ee'L _
0 31
Wimum Etavatlon MaxlrnL m ElevaW Color Mirnimum Davation Maximum Elevation Cdor Mfninum Elevation Maximum Elevation Color Minimum Elavation Maximum Elevation Color Mirtimum EWaW Maximum EtevOw Calor MWmum E mfio l Maximum Ele+26on
a.50 1.00 ■ 2.50 3.00 4.50 5.00 . 6.50 7.fl0 6.50 9.00 a0.50 11.00
1.00 1.50 ■ 3.00 3.50 ■ s.aa 5.50 ■ 7.00 7.50 E e.Do 9.50 11.00 T1.50
Y 1.50 2.ad . 3.50 4.60 5.50 6.00 0 7.50 8.46 9.50 10-M ■ 11.50 12.00
2.00 2.50 4.00 4.50 aA0 6.50 1 6.00 8.50 ® 10.00 94.50 12.00 26.00
l l �
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HEv. No. I OATS IDE8CRIPtION
PIPE
( 5" - 12' CLASS B)
® iF'69EBTOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
PRepeSEB DITCH FILL
PR6P68EE)FLOW ARROW
PR6P8SEB SLOPE ARROW
=EdPROPOSED
MAJOR PLUG
(LENGTH = 100')
,PReP96EG MINOR PLUG
-
(LENGTH= 59)
r^RGP96G9 PIPE AND
RIPRAP
+�h EXISTING SURVEY SPOT
ELEVATION
'b- EXISTING EXISTING LIDAR ELEVATION
Z2� U
X12.50 FROPOSEI}SPOTELEVATION ^ Z
M }
12,00 AS - BUILT SPOT GRADES a c z
Z
NOTE: to O
THIS LEGEND SUPERCEDES LEGEND ON z
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C3
0.
M
LEGEND
- _ iRR9P6SEEISPILLWAY
p
(PYRAMAT TURF
REINFORCEMENT)
a0
v > PRBP@SEEIDITCH CROSSING
oad
(# 57 STONE)
,fib iTl 1
PRBPSSEEI RIP RAP
( 5" - 12' CLASS B)
® iF'69EBTOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
PRepeSEB DITCH FILL
PR6P68EE)FLOW ARROW
PR6P8SEB SLOPE ARROW
=EdPROPOSED
MAJOR PLUG
(LENGTH = 100')
,PReP96EG MINOR PLUG
-
(LENGTH= 59)
r^RGP96G9 PIPE AND
RIPRAP
+�h EXISTING SURVEY SPOT
ELEVATION
'b- EXISTING EXISTING LIDAR ELEVATION
Z2� U
X12.50 FROPOSEI}SPOTELEVATION ^ Z
M }
12,00 AS - BUILT SPOT GRADES a c z
Z
NOTE: to O
THIS LEGEND SUPERCEDES LEGEND ON z
J o
C1.2 WHEN CONFLICTING. 0
C3
0.
M
p
a0
,fib iTl 1
tl
1N IAS
9TQ ❑I 172 1T31 �� 187 188
�ry�/'�
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I 16, 16E 169 k7� 155 ty6 157 i
I
152 153 10.7
L U}
-0
151
1� IOd ,15 106
1d3 137 ;
CC
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Hl N2 136
121
1 11 II
c-
911
112 123 124 125 126
T e
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119 lit 111 11, „ 5 116
IU _ 191 992
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DENOTES THIS $MEET
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SCALE❑❑XNF ET
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Ag- B I
No.. 1002
f
�l;AwN
DRe>.1.
er RC
DATE 2112115
SHEET
I
04.148

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A► �\-FXISTING f
50'
FIELD 1;17CH PLUG
+ Q,
41 .� .
(5" - 12" CLASS B)
1 A-
r
`
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
�RR9P6SEB SPILLWAY
# f
i ,,� � PR9P9SEB DITCH FILL
1
(PYRAMAT TURF
PROPOSED
MAJOR PLUG
(LENGTH = 100')
KLINFORCEMENTj
PRE3PE39EEFpITCH CROSSING
z 0
Win
(# 57 STONE)
z ED
rn
r. : �
9
f_
41 .� .
(5" - 12" CLASS B)
LEGEND
r
`
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
�RR9P6SEB SPILLWAY
# f
i ,,� � PR9P9SEB DITCH FILL
1
(PYRAMAT TURF
PROPOSED
MAJOR PLUG
(LENGTH = 100')
KLINFORCEMENTj
PRE3PE39EEFpITCH CROSSING
(# 57 STONE)
J
PRBP89E9 RIP RAP
0
AV
STATIO
BEGIN TRA
iATION N f
Alit
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A " s h91 r
AS -BUILT DATA
Minimum EWa0m M40num ElevaW Color Miromurn Elevation ftrimum Elevation Color Minimum Elevation Maximum Elevation Color Minimum Elevation I Maxinwrn Elevation Color
0.50 1.40 ■ 2.50 3.00 ■ 4.50 9.00 ■ 8.50 7.00
1.00 1.54 ■ 3.00 3.50 ■ 5.00 5.50 ■ 7.00 7.50 ■
1.50 2-00 ■ 3.50 4.00 5.50 6.00 ■ 7.50 8.06
2.00 2.50 4.06 4.50 600 6.50 6.00 8.50
r
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E x rmN U
10. Rh9j; u.2
l�'F
L
-PReP96EG MINOR PLUG Imo°
(LENGTH = 59)
rrsRGP9669 PIPE AND
RIPRAP
+ah EXISTING SURVEY SPOT
ELEVATION
Q''b- EXISTING LIDAR ELEVATION
Z2� U
X12.50 FROPOSEESPOTELEVATION
M }
12,00 AS -BUILT SPOT GRADES a z
NOTE- D
THIS LEGEND SUPERCEDES LEGEND ON
J 0
C1.2 WHEN CONFLICTING. 0
LU
ca
" -14t YL fl+
Mirtimum Etevaw Maximum ElavaOw Color I MWrnum E miion I Maximum Election Color
8.50 9.08 0 10.50 11.00
e.00 9.50 11.00 r1.50 ■
$.So 10.00 ■ 11.50 12.00 ■
10.00 10.50 12.00 28.00 ■
a
p SR' fIXT A50'
SCALE 0 FEET
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1�64.14
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DATE 1116115
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t.00 1.50 ■ 0 DID 3.50 ■ 510e 550 ■ 7,00 7.50 ■ 9.00 9 50 1'' 691150 ■
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DATE 1116115
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DATE 1116115
SHEET
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Mlnlmum Elevation Maximum Elevation
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Mlnlmum Elevation Maximum Elevation
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7.50 8.46
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Minimum Elevatem Maximum Elevator,
8.50 9.00
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DATE 1119115
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DATE 1116/15
SFtF9' 1'
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I FARM
EXISTING LIDAR ELEVATION
3 1250 FRE)Fe3EE) SPOT ELEVATION
and'U' LO 12.00
AS -BUILT SPOT GRADES
NOTE
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0.50 1.00 ■ 2.50 100 4.50 5.00 5.50 700 8,50 WN 10.50 1100
5-0-W- 7,00 750 F, 50
t.00 1.50 ■ z! 01) 3. 5.0e 550 �] 00 1109 1150 ■
1.50 2-00 350 4.0011 5.50 6.00 7.50 8.00 950 10.00 11.50 12.00
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Minimum Elevation Maximum Elevation Calor
6.50 700
7,00 7.50 �
7.50 8.00
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Minimum Elevation Maximum Elevation Calor
6.50 700
7,00 7.50 �
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Minimum Elevation Maximum Elavation Color
8.50 9.1]0
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Memmum Elevation Maximum Elev fion Cola
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14.54 92.00 � � -
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ti EXISTING SURVEY SPOT
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012.50 PRE)F63EESPOT ELEVATION
12,DD # AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
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NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
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EXISTING LIDAR ELEVATION
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0.50 1.00 ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.00 8.50 J.00 ® 10.59 11.00
1.00 1.50 3.00 3.50 5.04 5.50 7.00 7.50 U0 9.59 11.00 11.50
1.60 2-00 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 90.90 ■ 11.54 12.00
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PRot No. 1002
ORAINTJ Jr:
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DATE 1116f15
SF,EFT
AS -BU ILTS C4.16
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- 1 RRD3. NO. 1002
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DATE 1116115
ShsFFT
AS-BUILTS C4.168

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Mlnlmum Elarauon MaKIMM Elava6an Calor Madmum Els alfan Ma711imum Eleralion Color Minimm Elevallan Maximum Elevation Cabr Minimum Elevation Maximum Moe ation Color Minimum Elevation Maximum Elevation Color Minimum MevaWn Maximum Elewfion Color
0.50 1.D0 ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.90 8.50 990 10.59 1199
1.00 1.50 3.170 3.56 5.04 5.50 7.00 7.50 E 9.00 9.59 11.00 11.50
1.56 2-00 3.50 4.66 5.50 6.00 7.59 8.09 9.50 10.00 11.50 12.90 M
J 2.00 2.50 4.00 4.59 5.00 6.54 6:96 8.50 10.00 10.50 12.90 26.00 ■
Jl (5"-12" CLASS B)
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r �! PROPOSED S" ROCK PAD
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PR(3P6SE6 FLOW ARROW
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PR6PESEBSLOPE ARROW
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LEGEND
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Mlnlmum Elarauon MaKIMM Elava6an Calor Madmum Els alfan Ma711imum Eleralion Color Minimm Elevallan Maximum Elevation Cabr Minimum Elevation Maximum Moe ation Color Minimum Elevation Maximum Elevation Color Minimum MevaWn Maximum Elewfion Color
0.50 1.D0 ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.90 8.50 990 10.59 1199
1.00 1.50 3.170 3.56 5.04 5.50 7.00 7.50 E 9.00 9.59 11.00 11.50
1.56 2-00 3.50 4.66 5.50 6.00 7.59 8.09 9.50 10.00 11.50 12.90 M
J 2.00 2.50 4.00 4.59 5.00 6.54 6:96 8.50 10.00 10.50 12.90 26.00 ■
Jl (5"-12" CLASS B)
•
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r �! PROPOSED S" ROCK PAD
f ( LARGE SIZE MINE REJECTS)
a
71' F FR9PeSE8 DITCH FILL
4 s
PR(3P6SE6 FLOW ARROW
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DRAWN BY RC
DATE 2113.+15
SHEET
AS-BUILTS
04.169
1

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1.60 2-00 ■ 350 4.00 5.50 6.00 800 950 10.00 ■ 11.50 12.00
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{ 4.50 7.(10 ■ 2.50 3.00 . 4.50 5.00 . 8.50 700 8.50 9.00 � 10.51) 11.00
1.00 1.50 7 00 3.50 5.04 5.50 7,00 7.50 9.00 Si. 50 1 :L 00 11.50
1.50 2.04 7.50 4.00II 5.50 6.00 7.50 8.00 9.50 10.00 ® 11.54 12.00
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PRE)PE)SEBRIP RAP
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PR6PESEB SLOPE ARROW
PRE)PE)SEBRIP RAP
MINOR PLUG
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PROPOSED 8" ROCK PAD
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DATE 1l1fiI15
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LEGEND
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fRBP6SER RIP RAP
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ti EXISTING SURVEY SPOT
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f3R8PB5EB DITCH FILL
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0.50 1.00 ■ 2.513 3.00 . 4.50 5.00 0 5.54 7.00 8.50 9.0 10.59 11.00
1.00 1.50 3.00 3.50 5.04 5.50 7.00 7.50 9.00 5.50 11.00 11.50
1.60 2-00 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 10.0 . 11.50 12.00
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SCALE IN FEET
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DATE
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�64.17
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0.50 1.00 ■ 2.50 3.00 ■ 4.50 5.40 ■ 8.50 7.fl4 a.54 9.00 a0.50 11.40
1.00 1.50 ■ 3.00 3.50 ■ S.W 5.50 ■ TAO 7.50 ■ 9.00 9.50 11.00 x1.50
1.50 2.00 ■ 3.50 4.00 5.50 6.00 ■ 7.50 8.00 $.50 10.00 ■ 11.50 12.00 ■
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r^Rrn GSr=g PIPE AND
RIPRAP
}ah EXISTING SURVEY SPOT
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p'b- EXISTING LIDAR ELEVATION
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REV. No. DATE DESCRIPTION
1 2114114 REVISED PERIMETER BERM N -N & X -X
2 7116104 REVISED BERM X -X & REGRADED EXECUTIVE ROAD
DATE 2113115
SHEET:
04.175
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REV. No. DATE DESCRIPTION
1 2114114 REVISED PERIMETER BERM N -N & X -X
2 7116104 REVISED BERM X -X & REGRADED EXECUTIVE ROAD
DATE 2113115
SHEET:
04.175

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0.50 1.0o ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.00 8.50 9.00 ® 10.50 11.00
1.00 1.50 3.00 3.50 5.00 5.50 7.00 7.50 U0 9.59 11.00 11.50
1.60 2-00 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 10.00 ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 6100 8.50 10.00 10.50 12.00 26.00
ii
DE8 RIPTION
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2114114
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0.50 1.0o ■ 2.50 3.00 . 4.50 5.00 . 5.50 7.00 8.50 9.00 ® 10.50 11.00
1.00 1.50 3.00 3.50 5.00 5.50 7.00 7.50 U0 9.59 11.00 11.50
1.60 2-00 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 10.00 ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 6100 8.50 10.00 10.50 12.00 26.00
REV. No.
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2114114
REVISED PERIMETER BERM X -X & Y -Y
2
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REV. No.
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DE8 RIPTION
1
2114114
REVISED PERIMETER BERM X -X & Y -Y
2
7116114
REVISE BERM GRADING AND PIPES
DATE 2113115
SHEET
04,176

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0.50 1.00 ■ 2.50 3.00 . 4.50 5.00 . 6.50 7.00 8.50 J.UO ® 10.59 11.017
1.00 1.50 3.00 3.50 5.04 5.50 7.00 7.50 U0 9.59 17.00 11.50
1.60 2.40 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.5090.00 ■ 11.50 12.00
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DATE 1116f15
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3.00 3.50
150 4.00
4.00
5.00
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Minimum Elewiton Maximum ElevaGen
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DATE 1115115
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Minimum ElmlJon I MaKlmum Elmilon 00m Minimum El-;uxi Maximum ElGvat6w Color Minimum EloaW Maximum El"lion Color Minimum Elevation Maximum Movallon Color Minimum Elevation Maximum Elavation Color Minimum Ele.akn Maximum Elew lion Calm
0.50 1.00 ■ 2.513 3L99 ■ 4.59 5.00 5.5o 7oo 8513 9.09 l0.50 11.130
1.00 1.50 100 3.50 5,00 550 7.00 7r50 9.00 9,59 1100 11.50
1.60 2-00 ■ 350 4.00 5.50 6.00 7.50 8.00 950 10.00 ■ 11.50 12.00
2.00 2.504.00 4.50 6.00 6.50 8100 8150 10,00 10.50 12.00 28.00 0
1
2114114
REVISED MAINTENANCE ROAD
REVISED MAINTENANCE ROAD
7116114
DATE 2113/15
SHEEI

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0.50 1.00 ■ 2.50 3,00 . 4.50 5.00 . 6.50 7.90 8.50 J.UO ® 10.59 11.00 SF,FFT
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1.50 2-00 350 4.00 5.50 6.00 I, 7.50 8.00 0.50 10.00 11.50 12.00
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1.60 2-00 ■ 3.50 4.00 5.50 6.00 7.50 8.00 9.50 low ■ 11.50 12.00
2.00 2.50 4.00 4.50 6.00 6.50 6:90 8.50 10.00 10.50 12.00 26.00 ■
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. - - PR6P66EB FLOW ARROW
+� PR6PESEBSLOPE ARROW
PROPOSED
MAJOR PLUG
{LENGTH = 100')
PRePOSED MINOR PLUG
THIS LEGEND SUPERCEDES LEGEND ON p
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DATE 1114115
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DATE 1114115
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AS-BUILTS 0.188
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THIS LEGEND SUPERCEDES LEGEND ON
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4
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1.50 2.00 0 150 4.00 5.50 6.00 �.. 7.50 8.00 9.50 10.00 11.50 12.00
2.00 2.50 4.00 4.50 5.00 6.50 8.00 8.50 10.00 10.50 12.00 28.00

30.00
m 2v.OD
57.0'
WETLAND RESTORATIO_ N 12.0' 14.0 10.0' 21:0"
MATCH PROPERTY LINE
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GRADE
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r EXISTING GRADE
MATCH w
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w A
PROPOSED TOP OF BERM (L -
L PROPOSED KEN WAY
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i WETLANDRESTORATION 120 14,0" 10,0' 21.0' �fT
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EXISTING
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PROPOSED TOP OF BERM PROPOSED KEY
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PROPOSED DITCH BOTTOM •-f
0.00 0.00 0'.00
-100.00
-90.00
-80.00
-70.00
-60.00 -50-00
-40.00 -30-OD -20.00
-10.00 0.00
10.00
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-80.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00
0,00 10.00
12.0" 14,0'
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PROPOSED DITCH BOTTOM
0.00
0.00
0.00
0.00
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57.0'
WETLAND RESTORATIO_ N 12.0' 14.0 10.0' 21:0"
MATCH PROPERTY LINE
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GRADE
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PROPOSED TOP OF BERM (L -
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PROPOSED TOP OF BERM PROPOSED KEY
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PROPOSED DITCH BOTTOM •-f
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-90.00
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-70.00
-60.00 -50-00
-40.00 -30-OD -20.00
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10.00
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-80.00 -70.00 -60.00 -50.00 -40.00 -30.00 -20.00 -10.00
0,00 10.00
12.0" 14,0'
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-100.00
30.00
-80.00 -70.00 -60.00 .50.00 -40.00 -30.00 -20.00
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0.00 10.00
0
12.0" 14,0'
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DATE: 01108113
SCALE 11 " X 17" = 1 = 20' H
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STA: 16+00.00 (SECTION L -L) (SEE SHEET C4.110)
PROPOSED GUT
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DATE: 01108113
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WETLAND RESTORATION LLJ
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PROPOSED GUT
DATE: 01108113
SCALE 11 " X 17" = 1 = 20' H
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SHEET:
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PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS- B l � I I TS
22" X 34" = 1" = 10' H
PRE -CONSTRUCTION
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1" ' 10' V
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EXISTING GRADE
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AS -BUILT SPOT GRADES (FOR ROAD BASE)

STA: 18+00.OD (SECTION L -L) (SEE SHEET C4-110) STA: 26+20.00 (SECTION K -K) (SEE SHEET C4.111)
30.00
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70.00 -60.00 50.00 -40.00 -30.00 -20.00
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10.00
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57.0'
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FIS -BUILT GRMES
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STA: 50+00.00 (SECTION K -K) (SEE SHEET C4.113) STA: 58+00.00 (SECTION K -K) (SEE SHEET C4.113)
30.00 WIT 30.00 30.00 30.00
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WETLAND RESTORATION 12.0' 15.0' 11.0' 30.0'
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30.00 - - - - 30.00 30.00 - - 30.00
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TA: 110+00.00 (SECTION K -K) (SEE SHEET C4,118)
30.00 30.00 30.00
�.� WETLAND RESTORATION 72.0' 15.01 11.0' 30.0' Z 3
PROPERTY LINE
a T"1
Ij /r IO z
20.00 m 20.00 - .. ° -- - 8 $ y 20.00 `r 7
I �'
N
r EXI$T1NG GRADE MATCH a w n +„ $ m 0
A EXISTING y�1�.. t �7 m 7 LL j .. .-....-•w .��-II -.., .-_...„.,,w.,� O 4
n I.-
< u. MATC7{. •
10.00 z 10.00 -� ° W EXI l 0 10,0(I LL
PROPOSED TOP OF BERM PROPOSED KEY WAY l+r ?� F ¢
cn
(SEE DETAIL) D W
PROPOSED DITCH BOTTOM �}
.,..... 7' p
J m ti.J
0.00 0.00 0 a'.00 O
100,00 80.00 -80.00 -70.00
.D 90
80 0
60A0
-50A0
50
40.00
•30.00 20.00 0.
20.0
DO 10.00
-100.00 -80.00 -80.00 -70.00
-60.00
-50.00
•40.00
-30.00 20.00
-10.00 0.00 10.00
Q
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AS -BUILT GRADES
PRECOHSTRUCTIDN
0 70 �
'�'� � � N �.�
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er
60.0
m
m'
n
H
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1�7�'
r _
1700.00
Cl'.
30.0
"'
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PRE RRUACDEH
A` N;'
rn F- R1 m
r IR n! v n
~ 'r m
N rr
n
Nin
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GRADE MATCH ai
r
r r � '
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r
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- �,.......,....- .............. W /MATCH --T� - to
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10.04
v ¢
0 � �
r � � �
r,r r r
N �
r
0 �
r
fD r'
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r. r,
LLu a
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W
GRADES
..: ..
4
r r
GRADES
C] Z
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Z Ly
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a
m
aa O
_
30.00
m 20.00
4
Q
z 10.00
0.00
STA: 112+00.00 (SECTION K -K) (SEE SHEET C4118)
p
�
�/�
-50.00 40.00 -30.00
30,00 30.00
-10.00 0.00
12.0' 15.0' 11.0' 30.17
30.00
LL
[ ]
V f
-50.00 40.00 -30.00 -20.00 -10.00 0.00 10.00
Q
WETLAND RESTORATION
x
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a
.....
20.00 m 20.00
PROPERTY LINE
IF
20.00
0
C•
N r ? �
A` N;'
0 0 w i S IJ
Z co
VAI
o a
t? •f oD iF N i
HEiISTING
GRADE MATCH ai
J
N .^ f r f
o
10.00 Z 10.00
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T T ,l
EXISTING 1 • ?1 w 7 +rWi w ......,.............. -0L. -s.......-.......
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""�
10.04
v ¢
0 � �
Lu
o' r^ s^ ri ri
r
o cp cp r r ri r chi
PROPOSED TOP OF BERM PROPOSED KEY WAY 2. EXISTWG p
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LLu a
W
r
(SEE DETAIL) -•,..... \T') GRADE M Z
PROPOSED DITCH BOTTOM p w
4
r r
C] Z
©
Z Ly
_I
aa O
_
0.00 0.00
0.00
F 2
L f_
AS -BUILT GRADES
-100.00 -90.00 -80.00
-70.00 -60.00
-50.00 40.00 -30.00
-20.00
-10.00 0.00
10.00
AS -BUILT GRADES
ASB
-100.00 -90.00 -80.00 -70.00 -61.00
-50.00 40.00 -30.00 -20.00 -10.00 0.00 10.00
Q
LU
m �n o f
..
.....
N rn ti ch
'8
c. cn rl ro�
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N r ? �
A` N;'
o a
t? •f oD iF N i
GY 1- 6s n IL1 �n
W f� �j n r q
Q
N .^ f r f
C} i'7
r
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T T ,l
o
o' r^ s^ ri ri
r
o cp cp r r ri r chi
GRADES
r
GRADES
r r
PROD. NO.: 1002
DRAWN BY RC
ALIGNMENT=
COUNTY LINE ROAD
�� ��
PROPOSED FILL
PROPOSED CUT
DATE: 01108113
SCALE 11"x 17"
= 1" =20'H
AS -BUILT
T
WATER SURFACE
SHEET:
1" _ 20'V
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS- B U I LTB
C5.7
22" X 34"
= 1" = 10'H
PRE -CONSTRUCTION
COLLECTED IN FIELD)
1" = 'IDI V
_
EXISTING GRADE
U
AS-BUILT SPOT GRADES (FOR ROAD BASE)

30,00
m 20.00
0
Z 1000
0.00
STA: 114+00.00 (SECTION K -K) (SEE SHEET C4.118)
WETLAND RESTORATION
EXISTING GRADE
EXISTING
.... ...........
--- - - - - - - - - --- -
............... ..................... PRO.p.o$EDTQpOFBERM J
55.01
.............
PROPOSED KEY WAY'"• -
(SEE DETAIL)
PROPOSED DITCH BOTTOM
30.00
20.00
1000
0,00
-100.00
30,0'
-70-00
PROPERTY LINE
-40.0D
-30-00
-2000
-10-00 0.00 1000
30.00
20.00
1000
0,00
30.0D
m 20.00
Ci
Z 10.00
/ WETLAND RESTORATION
EXISTING GRADE
MATCH
EXISTING
­PR'�OPC-IS'EDTOPOFOERM
IA: I louu.uu (.Stu 1 lulm K -K) (z5t:t: o"Lim I L,4.1 IZ5)
12.0• 15.9 11.0' 30.9
>
L4 2
0 w a w
.............. w
MATCH
PROPOSED KEY WAY
(SEE DETAIL) .. .....
PROPOSED DITCH BOTTOM!P/ k�`
-100.00
_90_00 _80.013
-70-00
-60-00 -50-00
-40.0D
-30-00
-2000
-10-00 0.00 1000
L
It C4
la
10.00
Lo
rl;
CS
9
Lu
M
z
GRADES
,
AS -BUILT GRADES
0
.....
0
g p
435
c')
00
CD
to -.
W.VM
!EEL
PROPERTY LINE
'n
LLw
o
w a
>
w
GRADES
EXISTING
N
lw
2�_
>
'7-
.......
..............
w>
........
7A•G.
MATCH
30.0D
m 20.00
Ci
Z 10.00
/ WETLAND RESTORATION
EXISTING GRADE
MATCH
EXISTING
­PR'�OPC-IS'EDTOPOFOERM
IA: I louu.uu (.Stu 1 lulm K -K) (z5t:t: o"Lim I L,4.1 IZ5)
12.0• 15.9 11.0' 30.9
>
L4 2
0 w a w
.............. w
MATCH
PROPOSED KEY WAY
(SEE DETAIL) .. .....
PROPOSED DITCH BOTTOM!P/ k�`
-100.00 -90-00
30.00
-7000
PROPERTY LINE
-50-00
-40-00
-30-00
-20-00
20,00
L
It C4
la
10.00
Lo
rl;
CS
9
Lu
M
z
GRADES
,
_-0.00
0
.....
-100.00 -90-00
-80-00
-7000
-60-00
-50-00
-40-00
-30-00
-20-00
-io_oo 0.00 1000
AS -BUILT 0,- E8
GRAPES
It C4
8 F,
Lo
M
Lo
rl;
'o
9
a
v:
M
ECONSTRTU.ZTIDII
GRADES
,
MATCH
EXISTING
0
.....
0
435
c')
GRADES
RADES
PROPERTY LINE
30-00
m 20.00
0
z 10.00
0.00
30.00
20.00
1000
0.00
-100.DO
-90.00
-80.00
-70.00 -60.00 50.00 -40.00
-30.00
-20.00
-10.00 0.
DO
12.01
15L0'
co
30.0
co
Lo
rl;
WETILAND RESTORATION
m
cl
r-
ECONSTRTU.ZTIDII
2
MATCH
EXISTING
0
.....
0
435
c')
GRADES
RADES
PROPERTY LINE
EXISTING GRADE MA7GH
LLw
o
w a
>
w
EXISTING
N
lw
2�_
>
'7-
.......
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w>
........
7A•G.
MATCH
PROPOSED TOP OF BE
Y
RPJ PRO'.11D KEYWAY
GRA05'
2•
OEE DETAIL)
fy
PROPOSED 0 DITCH BOTTOM
0
w
30.00
20.00
1000
0.00
-100.DO
-90.00
-80.00
-70.00 -60.00 50.00 -40.00
-30.00
-20.00
-10.00 0.
DO
10.00
AS -BUILT �GPADES
co
co
Lo
rl;
8 -�
m
cl
r-
ECONSTRTU.ZTIDII
2
MATCH
EXISTING
0
.....
0
435
c')
GRADES
RADES
STA: 119+20.00 (SECTION K -K) (SEE SHEET C4.118)
so -00
m 20.00
r,
rn
0
z 10.00
OLDO
WETLAND RESTORATION
12.01 -
30.0'
w
8
�2 S2
PROPERTY LINE
EXISTING GRADE
>>
w
lw
2
MATCH
EXISTING
0
.....
0
>........I MATQN
PROPOSED TOP OF rXKTNG
BERM �-"F
z
PROPOSEDKEY WAY Y 7)
(SEE DETAIL} PROPOSED
E D D ITCH BOTTOM 0 w
C) Z
30,00
20.00
10.00
DL00
_100.00 _90-00 -8000 -70-00 -60-00 -5000 -4000 -3000 -2000 -1000 0.00 1000
AS -BUILT GRADES co N I'l Lo 4 r: 6 v r- cl) 1-- -1
co co r__ 1- " I r--
IV KEWN�o I 1111V I IIIII C6 6- ai
GRADES
ALIGNMENT = COUNTY LINE ROAD
PROPOSED FILL PROPOSED CUT
SCALE 11 " x 17" = 1 20'H
AS -BUILT X WATER SURFACE
1" 20'V PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
22" x 34" 1" 10'H PRE -CONSTRUCTION COLLECTED IN FIELD)
1" = 10' V EXISTING GRADE (U)-\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS-BUILTS
Km
As
z
z3
z
z
5
0
p- 0
< Z I.-
0 O
LL
U )
LU
in
a_
cr 0
0
0
Lu
0
0. fl) U)
m cu
0
LL cl)
1C. -I 0- U)
LLJ
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a. lL
Z C13 L)
2
_j
= < Lu
0
co 0
LLJ w
Z
CIO 0
LUC w
=01
PROD. NO.: 1(1(12
DRAWN BY RC
-: 01108113
SHEET
C5.8

30.00
m 20.00
r -
m
Z 10.00
0,00
STA: 2+00.00 (SECTION M -M) (SEE SHEET 04_109)
3000
3000
20-00
m 20.00
4000 5000
6000
7000
12.0'
16.9
100,00
12.7
WETLAND RESTORATION
2000
13.9
PROPERTY LINE
z lo-oo
0,00
0.00
9000
100,00
AS -BUILT GRADES
to
C4
f.-
Ln
EXISTING
14 :; I
N
In
p- z
9
0.
MATCHv
AS -BUILT GRADES
JTRUMW
MUM
m- 62
Ln
'D .
1
>
MATCH
EXISTING GRAVE
EXISTING LL
yg o
.6
0
0 Ed
ol
r STING
STA: 6+00.00 (SECTION M -M) (SEE SHEET C4.109)
��DE
-Ik
�11_'_ Ap
w-
PROPOSED KEY
(FEE
- - .............
WAY
DETAIL)
PROPOSED
GRADE
TOP OF BERM
GRADES
............
3000
3000
20-00
m 20.00
4000 5000
6000
7000
8000
9000
100,00
_10.00 0.00
1000
2000
3000 40.00
10.00
z lo-oo
0,00
0.00
STA: 10400.00 (SECTION M -M) (SEE SHEET C4.119)
53-0' -
12.0' 110' 16.0' 12.0'
PROPERTY LIN
WETLAND RESTCRAT*N
w u Lu
LH EXIS71NO GRADE
MATCH Q. E MATCH
EXISTING E: EXISTING
GRADE
PROPOSED KEY WAY PROPOSED TOP OF BERM
PRJOSED DITCH BOTTOM ...... (SEE DETAIL)
3000
As
20,00
z
O
10.OD
0.00
_10.00 0.00
1000
2000
3000
4000 5000
6000
7000
8000
9000
100,00
_10.00 0.00
1000
2000
3000 40.00
50.00
60.00
70.00
8000
9000
100,00
AS -BUILT GRADES
to
C4
f.-
Ln
EXISTING
14 :; I
N
In
p- z
Lr)
�o
0.
L6
AS -BUILT GRADES
JTRUMW
MUM
m- 62
Ln
'D .
c4
P
�n
ce) 9
Ln
T IN
'0616
"j
r
c>
0
u)
0
o
GRADES
RADES
F� �?
STA: 6+00.00 (SECTION M -M) (SEE SHEET C4.109)
I.-
>
o6l
a;
G6
0;
GRADES
GRADES
O
'j
'j
MATCH
EXISTING
EXISTING GRADE
a3
oi
a;
oi
GR ACIE
.......... _ .........
LLI
U)
SCALE 11 " x 17" = 1 " = 20'H
0. co
PROPOSED
TOP OF BERM
STA: 8+00.G0 (SECTION M -M) (SEE SHEET 04.119)
CL
STA: 4+00.00 (SECTION M -M) (SEE SHEET C4.109)
30.00
12.01 1 13.v
0.00
PROPERTY LINE
20.00
m 20,00
M 20.00
F_
m
10.00
12.9
80-00
9000
100LDO
z
0
C
10,00
10.00
0.00
ETLANDPESTORATION
AS -BUILT GRADES
MATCH
W
to
C4
C4 C4 U -J:
72 ka, 2
04 c*6
Ni
EXISTING
v
Z
oR
0.00
........... ..........
3000
30.00
20.00
m 20,00
16.0'
F_
m
10.00
12.9
80-00
9000
100LDO
z
0
0
10,00
10.00
0.00
ETLANDPESTORATION
AS -BUILT GRADES
N
q7)
to
C4
C4 C4 U -J:
72 ka, 2
04 c*6
Ni
�o �2
v
Z
oR
ll�Al�El_
20. DO
L6
4: c� C6 F m-
m- 62
60 1
GRADES
L GRADES
6-
0
'0616
"j
a) -
p-
0
ui,
STA: 6+00.00 (SECTION M -M) (SEE SHEET C4.109)
I.-
>
o6l
STA: 14+00.00 (SECTION M -M) (SEE SHEET 04.119)
LIJ
GRADES
>
LL w
O
0
ALIGNMENT = RODMAN ROAD
MATCH
EXISTING
EXISTING GRADE
w
0 wd
.........
77 77 77
GR ACIE
.......... _ .........
LLI
U)
SCALE 11 " x 17" = 1 " = 20'H
0. co
PROPOSED
TOP OF BERM
........... ..........
3000
30.00
20.00
m 20,00
100.00
F_
m
10.00
20.00 30.00 4000 50.00 60.00 70.00
80-00
9000
100LDO
z
0
0
10,00
10.00
0.00
0.00
PROPERTY LINE
MATCH Ij
EXISTING 0
DITCH BOTTOM
b I A: I Z. uu,vu t Z)t:,- I luN M -M)
- 510'
13-IY 1 160, 1 12-0'
8 w '_T'w-
� � _ I w,
T >
w> O 'd
PROPOSED KEYWAY
(SEE DETAIL)
WETLAND RESTORATION
------- ---
MATCH EXISTING GRACE
EXISTING
GRADE
PROPOSED TOP OF BERM
30.00
20.00
10.00
0,00
_10.00 0.00
20,00 30.00 40M 5000 60.00 70.00
20.00 30.00 40.00 5000 60.00 7000
80.00 9000
100.00
_10.00 0.00
10.00
20.00 30.00 4000 50.00 60.00 70.00
80-00
9000
100LDO
z
0
As BUILT GRADES
BU'LT 0
10.00
_1000
" �2
m P_
N w 1, N -
v CN t?
W m I- m -
t4
OD 0)
�D to
AS -BUILT GRADES
N
q7)
to
C4
C4 C4 U -J:
72 ka, 2
04 c*6
Ni
�o �2
v
Z
oR
ll�Al�El_
20. DO
L6
4: c� C6 F m-
m- 62
60 1
GRADES
L GRADES
6-
0
'0616
"j
a) -
p-
0
ui,
STA: 6+00.00 (SECTION M -M) (SEE SHEET C4.109)
I.-
aii -
o6l
STA: 14+00.00 (SECTION M -M) (SEE SHEET 04.119)
LIJ
GRADES
30.00
m 20.00
z 10.00
0.00
3000 30-00
20.00 m 20.00
r -
m
10-00 z 10-00
0,00 0-00
30,00
20,00 30.00 40M 5000 60.00 70.00
80.00
90.00
100.100
z
10.00
20.00 3000 40,00 50.00 60.00 70.00
80.00
90.00
10D.D0
z
0
0
F- _j
10.00
A81BUILTGR7ADESm�p
..TR r
INSTRUCTION
6
In:
ri
N G)
1
N
q7)
- 0a
co =
Lu
AS -BUILT GRADES
r 4ES
04 �o � "i
05 "61 r-:
v
Z
oR
2
20. DO
0
0,00
L GRADES
uil
0
p-
0
ui,
Z
I.-
aii -
o6l
< 0
LIJ
GRADES
O
ALIGNMENT = RODMAN ROAD
10.00
GRADES
PROPOSED CUT
LLI
U)
SCALE 11 " x 17" = 1 " = 20'H
0. co
U)
in
STA: 8+00.G0 (SECTION M -M) (SEE SHEET 04.119)
CL
SHEET
0
1" = 20'V
0,00
cr
0
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
-10.00 oko 10.00
20,00 30.00 40M 5000 60.00 70.00
80.00
90.00
100.100
_10�00 0.00
10.00
20.00 3000 40,00 50.00 60.00 70.00
80.00
90.00
10D.D0
W
0
0
F- _j
10.00
A81BUILTGR7ADESm�p
..TR r
INSTRUCTION
6
In:
ri
N G)
1
N
q7)
- 0a
co =
Lu
AS -BUILT GRADES
r 4ES
04 �o � "i
05 "61 r-:
114 c� 6
oR
2
Wv
0
0,00
L GRADES
uil
14�i
4
ui,
'4 N -i fol
col
aii -
o6l
0 (D
LIJ
GRADES
DRAWN By RC
ALIGNMENT = RODMAN ROAD
PROPOSED FILL
GRADES
PROPOSED CUT
­: 01108113
. .....
SCALE 11 " x 17" = 1 " = 20'H
0. co
U)
WATER SURFACE
STA: 8+00.G0 (SECTION M -M) (SEE SHEET 04.119)
SHEET
1" = 20'V
STA: 16+00.00 (SECTION M -M) (SEE SHEET 04.129)
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
cu
0 '_
rl)
C5.9
30.00
m 20.00
m
0
z 10.00
0.00
30-00
30-00
20.00
m 20.00
80.00 90-00 100M
cm
m
0
50-00
20.00
a.
Z C13
L)
W
0
F- _j
10.00
z1000
0.00
0.00
X'00
LL
I.-10
C -
U)
7000
80.00 90-00 100M
cm
LLJ
0
50-00
20.00
a.
Z C13
L)
W
0
F- _j
- --.F-
co m N
� = 0 ,
Z)
Lu
*!A &;g
t6 - '6
10.00
- 0a
co =
Lu
LLI
r 4ES
04 �o � "i
05 "61 r-:
"6 '6. 06i'o Oi
'i
LL
Z L
C13 0
0,00
L GRADES
AS -BUILT
_10.00 0.00 10 -OD 20-00
I-
11
3000 4000 50.00 60-00
7000
80.00 90-00 100M
cm
-
AS -6 J I LT GRADES
-10-00 0.00 10.00 20.00 30.00 4000
50-00
60.00 70.00 80-00 9000 100,00
0
0
W
- --.F-
co m N
- - _q
CN
�GRADES
z
*!A &;g
t6 - '6
2 O� F
N a)
C6
a
'i
in ci
C6
r 4ES
04 �o � "i
05 "61 r-:
"6 '6. 06i'o Oi
'i
LL
GRADES
L GRADES
PROD. NO.: 1002
DRAWN By RC
ALIGNMENT = RODMAN ROAD
PROPOSED FILL
PROPOSED CUT
­: 01108113
SCALE 11 " x 17" = 1 " = 20'H
AS -BUILT
WATER SURFACE
SHEET
1" = 20'V
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS-BUILTS
C5.9
22" x 34" 1" = 10' H
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AS -BUILT SPOT GRADES (FOR ROAD BASE)

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30.00
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DR vm BY RC
STA: 48+00.00 (SECTION M1 -M1) (SEE SHEET 04.159)
ALIGNMENT = RODMAN ROAD
�� �� \ PROPOSED FILL
PROPOSED CUT
p'_
30.00
m 20.00
n
Q
z 10.00
0.00
30.00
30-00
20.00
m 20.00
100.00
m
a
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20.00
n
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0
10.00
Z 10.00
0.00
0.00
30.00
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2
LL
GRADES
AS BUILT GRADES
1 1
- 0.00
4 5
100.00
AS -BUILT
7
-"...-00 0.00 10.00 20.00 30.00 40.00
50-00
60.00 70.00 80.00 90.00 100.00
W
CL
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m
R
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a
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PROD. NO.: 1002
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ALIGNMENT = RODMAN ROAD
�� �� \ PROPOSED FILL
PROPOSED CUT
-: 01108/13
SCALE 11 " X 17" = 1 II = 20'H
"" ' ^ AS -BUILT
WATER SURFACE
SHEET'
1" = 20'V
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
��_ g U I LTA
C5.11
22" X 34" = 1" = 10'H
PRE -CONSTRUCTION
COLLECTED IN FIELD)
_ _
1" = 10' V
EMSTING GRADE
(ID-,
(x'x \
AS -BUILT SPOT GRADES (FOR ROAD BASE)

30.00
m 20.00
C
a
O
Z 10.00
0,00
STA: 50+00.00 (SECTION M1 -M1) (SEE SHEET C4.169)
30.00 30.00
20.00 m 20.00
E
a
ni
10.00 Z t0.0o
0.00 0.00
14.0'
PROPERTY LINE
MATCH
EXISTING "• • -
0 W
GRADE
z1
STA: 58+00.00 (SECTION M7 -M7) (SEE SHEET C4.169)
53.a
9.0' 18.0" 12.0'
-- S $ a
LL W 0
� O w
O w
F :R..
PROPOS ED KEYWAY 110
•' (SEE DETAIL)
WETLAND RESTORATION
II
w
� w
D W MATdi rr EXISTING GRADE
EXISTING�•T •-.+.-....., ti••..--�•:•T ..-.
- GRADE-
PROPOSED TOP OF BERM
30.00 '
N
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20.00 " o
C V
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10.00
0.00
-10.00 0,00
10.00
2000.
30.00
40.00
53.a
60.00
70.00
9.0'
14.0'
18.0' 12.6'
10.00
20.00
PROPERTY LINE
50.00 60.00
g'
g
.4
WETLAND RESTORATION •--i
AS -BUILT GRADES
w;
u1
F
LLw
LLw
",
� 8
MATCH
EXISTING 4
8
2 2
I="'
2 LLw O w
w
� w
MATCH� EXISTING GRADEi
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-
. d
o
oa S
n.'
w � 53
I. -w
cn: �
to
,nom
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var
imicu
u3.m
t,,j ar
PROPOSED
TOP OF BERM
sEn apTiOm
PROPOSED KEY WAY
(SEE DETAIL)
o6
P. Q•
""' ` f ...
30.00 30.00
20.00 m 20.00
E
a
ni
10.00 Z t0.0o
0.00 0.00
14.0'
PROPERTY LINE
MATCH
EXISTING "• • -
0 W
GRADE
z1
STA: 58+00.00 (SECTION M7 -M7) (SEE SHEET C4.169)
53.a
9.0' 18.0" 12.0'
-- S $ a
LL W 0
� O w
O w
F :R..
PROPOS ED KEYWAY 110
•' (SEE DETAIL)
WETLAND RESTORATION
II
w
� w
D W MATdi rr EXISTING GRADE
EXISTING�•T •-.+.-....., ti••..--�•:•T ..-.
- GRADE-
PROPOSED TOP OF BERM
30.00 '
N
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20.00 " o
C V
z z
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10.00
0.00
-10.00 0,00
10.00
2000.
30.00
40.00
50.00
60.00
70.00
80.00
90.00 100.00
-10.00 0,00
10.00
20.00
30.00 40.00
50.00 60.00
70.00
80.00
90.00 100.00
AS -BUILT GRADES
n
n
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PROPOSED TOP OF BERM
Q
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DRAWN BY RC
GRADES
in
STA:
64+00.00 (SECTION M1 -M1) (SEE SHEET C4.174)
cr
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p _
0.00
p
WATER SURFACE
SHEET:
{ 1" = 20'V
PROPOSED GRADE
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.S IA: OG+UU.UU (3t1:I IUIN Ml -M1) k0tt britt 1 1:4.1 t)W)
30.00-
53.(Y
14.0` 9.0` 18.0' 12.0' WETLAND RESTORATION
PROPERTY LINE
m 20.00 & g 4a _
C S ~
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MATCH W $ na u w O w O w MATCH
M
OLL
EXISTING ..� ni O w •+.. EXISTING
10.(10 _ _2. GRADE
w
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.f PROPOSED NEY WAY
0.90
EXISTING GRACE
30.00 30.00
20.00 m 20,00
F_
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0
10.00 10.00
0.00 0-00
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PROPERTYLINE
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EXISTING Q ++� w EXISTING
GRAQE".1... •....._• GRADE
PROPOSED KEY WAY PROPOSED TOP OF BERM
(SEE DETAIL)
30.00
20.00
10.00
0.00
-10.00 0,00
10.00
2000.
30.00
40.00
50.00
60.00 70.00
80.00 90.00, 100.00
-10.00 0,00 10.00
20.00 30.00 40.00 50.00 60.00 70.00
80.00
90.00
100.00
60.00 70.00
80.00
AS BUILT GRADES
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STA: 62+00-00 (SECTION M1 -M1) (SEE SHEET 04.174)
Iml �. w
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10.00
30.00
m 20.00
a
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Z 10.00
0,00
30.00 30.00
20.00 m 20.00
m
n
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10.00 z 10.00
0.00 0.00
30.00
10.00
20_.00
30.00
4000 50.00 60.00 70.00
z
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100.00
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10.00
20.00
z
5000
60.00 70.00
80.00
90.00
100.00
U
10.00
AS -BUILT GRADES
PRE NSTRUCTION
CG
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AS -BUILT GRADES
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PRECONSTRUCTION w
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r r !
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C.
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4.
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PROPOSED TOP OF BERM
Q
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ALIGNMENT = RODMAN ROAD
in
STA:
64+00.00 (SECTION M1 -M1) (SEE SHEET C4.174)
cr
O
p _
0.00
p
WATER SURFACE
-10.00 0.00
10.00
20_.00
30.00
4000 50.00 60.00 70.00
80.00
90.00
100.00
-10.00 0,00
10.00
20.00
30.00 40.00
5000
60.00 70.00
80.00
90.00
100.00
U
10.00
AS -BUILT GRADES
PRE NSTRUCTION
CG
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Cp �p
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PROPOSED TOP OF BERM
STA:
56+00.00 (SECTION M1 -M1) (SEE SHEET 04.169)
DRAWN BY RC
ALIGNMENT = RODMAN ROAD
�� �� \ PROPOSED FILL
STA:
64+00.00 (SECTION M1 -M1) (SEE SHEET C4.174)
DATE: 01108/13
p _
SCALE 11 " X 17" = 1 " = 20'H
"" ' ° AS -BUILT
30.00
m 20.00
-n-I
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z 10.00
0.00
30.00 30-00-
20.00 m 20.00
m
;7
O
10.40 z 10.00
36.00
LL/`�
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w+
30.00 40.00 50.00 60.00
70.00
LLJ�
53.0'
-10.00 0,00 10.00 20.00 30.00 4000
20.00
WETLAND RESTORATION
U
14.0'
9.0'
18.0'
12.0'
PROPERTY LINE
10.00
L'
v Z) o
8 8'
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R hu
:5 O
NW
LL
PREGONSTRUVITON
q
CN
m C6m
6 e3 CG
MATCH
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LL w u
MATCH EXISTING GRADE
FXIStINGCL
a ?
w
S
u '
w-
0 w 0
EXISTING
..r.-- GRADE
GRADE
PROD. NO.: 1002
.....
aqFn DITCH
..
IWSED
(SEE
KEY WAY 7
DETAIL)
PROPOSED TOP OF BERM
36.00
LL/`�
] I -
w+
30.00 40.00 50.00 60.00
70.00
LLJ�
a
-10.00 0,00 10.00 20.00 30.00 4000
20.00
Z
U
J
W
10.00
L'
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r F
:"7 a
R hu
:5 O
NW
LL
GRADES
-10.00 0.00
10.00 20-00
30.00 40.00 50.00 60.00
70.00
80.00 90.00 100.00
p-GRADES
-10.00 0,00 10.00 20.00 30.00 4000
50-00 60.00 70.00 80.00 90.00 100.00
= Is
O
rQo
mQ
S7 run
N v Cf� e�
r F
:"7 a
R hu
Q fn
PREGONSTRUVITON
q
CN
m C6m
6 e3 CG
GRADES
GRADES
PROD. NO.: 1002
DRAWN BY RC
ALIGNMENT = RODMAN ROAD
�� �� \ PROPOSED FILL
PROPOSED CUT
DATE: 01108/13
SCALE 11 " X 17" = 1 " = 20'H
"" ' ° AS -BUILT
WATER SURFACE
SHEET:
{ 1" = 20'V
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
��_ g � I LTS
C5.12
22" X 34" = 1" = 10'H
PRE -CONSTRUCTION
COLLECTED IN FIELD)
1" - 10' V
EMSTING GRADE
r
(I \
AS -BUILT SPOT GRADES (FOR ROAD BASE)
I

STA: 66+25.00 (SECTION Ml -Ml) (SEE SHEET C4.174)
30-00 30.00
PROPERTY LINE 14.0' 9.0' 1a.0'12.0' WFTLANDRESTORATION
M 20.00 . -20.00
r,
m
MATCH EXISTING GRADE
EXISTINGSS
EXISTING
.................
w ...................
z 10-oo -10.00
\-7PROPOSED TOP OF BERM
PROPOSED KEY WAY
7
...... (SEE DETAIL)
n.00 0.00
-1000 0.00 10.00 2000 3000 4000 50.00 6000 7000 8000 90.00 100.00
AS -BUILT GRADES 00 u7 r,n m �2 m
1111U 111114 T,
r-: j r-:
00 Ln CNI co pz -d r_
GRADES
STA: 68+00.00 (SECTION Ml -Ml) (SEE SHEET 04.174)
3000 30.00
53.01
PROPERTY LINE 14,0' 9.0' 18.0' 12,0' WETLAND RESTORATION
m 20.00 -20.00
>
0
>
EXISTING GRADE
O
MATCH
>
MATCH
21,6!
10.00
EXISTING
I -
EXISTING
:� .......... . ...... L,., EXISTING1
DLOO
GRADE
m 20.00
'PROPOSED
TOP OF BERM
20.00
IT!
......
.
ED KEY WAY
EXISTING GRADE
OFFSET = 66.30
{SEE DETAIL)
I
0.00
ELEV =3.5.5
3.50
0.00
-1000 0.00 10.00
20-00
3000
40-00
5000 6000 7000
80-00 90.00 100.00
AS -BUILT GRADES
r,
C:.
m
Qiv
Ln
MATCH
9Y4TING
co j
i
6
0
P_
GRADES
PROPOSED
TOP OF BERM
PROPOSED
ED 11
PEE
EY WAY
DETAIL)
STA: 72+00.00 (SECTION N -N)
(SEE SHEET C4.174)
3
XOD
0.60
_1000 0,00 10:00 2000
3000
30-0
5000
6000
70-00
8000
90.00
100,00 110-00
118.0'
13000
0.00
140.00
AS BUILT GRADES C4
cy
^'
6
F-
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4 m
a
0)
Wi c;
0; -
a; 5!
PROPERTY LINE
cm
'd
M 2D.GD
a
2
_-20.0
r,
w
PROPOSED FILL
>
5
1
101
EXISTING GRADE
OFFSET - 6S.92
ELEV=3.50
>
W
z 10.00-
__10.0
MATCH
'+.,,I.-...rte
,
PROPOSED TOP OF BERM
.!!.'PROPOSED
KEY WAY
(SEE DETAIL)
OM
-10.00 0.00 10.00
20.00
30,00
40.00
50.00 60,00 70,00
80.00 90.00 10o 00 11000
12000
13000
140.00
0.00
AS -BUILT GRADES
c7 �co
00
co cn
CD
to
co
cq
in r-� .8
4
im
IP"CONSTRUCT11111
GRADES
I
STA: 73+00.00 (SECTION N -N)
(SEE SHEET 04.174)
30.40
30-0
11 20' V PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS-BUILTS
If 22" x 34" = 1" = 10'HPRE-CONSTRUCTION COLLECTED IN FIELD)
1"
As 10' V EXISTING GRADE (ID-,, AS -BUILT SPOT GRADES (FOR ROAD BASE)
PROD. NO.: 1002
DRAWN By RC
-: 01108113
SHEET:(_l 3
21,6!
12.1r
PROPERTY LINE
m 20.00
20.00
IT!
EXISTING GRADE
OFFSET = 66.30
ELEV =3.5.5
3.50
Z 10-oo1000
MATCH
9Y4TING
PROPOSED
TOP OF BERM
PROPOSED
ED 11
PEE
EY WAY
DETAIL)
3
0.60
_1000 0,00 10:00 2000
3000
4000
5000
6000
70-00
8000
90.00
100,00 110-00
12000
13000
0.00
140.00
AS BUILT GRADES C4
cy
^'
6
F-
� �9
4 m
a
0)
Wi c;
0; -
a; 5!
cm
'd
rl:
ALIGNMENT = RODMAN ROAD
PROPOSED FILL
PROPOSED CUT
24 SCALE 11 " x 17" = 1 20'H
3
AS -BUILT
WATER SURFACE
11 20' V PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS-BUILTS
If 22" x 34" = 1" = 10'HPRE-CONSTRUCTION COLLECTED IN FIELD)
1"
As 10' V EXISTING GRADE (ID-,, AS -BUILT SPOT GRADES (FOR ROAD BASE)
PROD. NO.: 1002
DRAWN By RC
-: 01108113
SHEET:(_l 3

30.00
PROPERTY LINE
m 20.00
r
C
a
0
z 10.00
0 00
66.7'
STA: 74+00.00 (SECTION N -N) (SEE SHEET C4.175)
118.0'
�= 21.3'+ 16.0' 1 1 12.0'
EXISTING GRADE
OFFSET -6667 A O w
ELEV=3.50 " n
°GRA4E '
PROPOSED HEY WAY
..... ....... .. (SEE DETAIL)
PR In niTf::I-1 Rl3T,Tf]AA ,
WETLAND RESTORATION � I
w '-
LLw
O w MATCH
EXISTING
r�; ti GRADE
` PROPOSED TOP OF BERM
30,00
20.00
10.00
0.00
-10.00 0.00 10.00
2D.00
30.00
40.00
50.00
60.00
70.00
80.00
(j0.00
100.00
110.00 120.00
130.00
140.00
AS -BUILT GRADES
M n
n n
N
n
¢k m
rn
N
M
SV
r•
V a
a
r<
M ty
PRE NSGRAO
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CD
[]$
CO„}
CO 0
N ry w
C) n n
s}
a0 n
ry m
GRADES
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UD
6i. m
C3. f
C].
f
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hl..'a
CV a'
T
Qi. �^
u6 n
'-
A n
n n
r
PROPOSED 70P OF BERM.
��'
'"�{••° �•..,....../.
PRDPOSEDKEYWAY
........-
STA: 78+00-00 (SECTION N -N)
(SEE SHEET 04.175)
SEE DETAIL
WETLAND RESTORATION
---N
30.00
m 20.00
r
C
a
1
O
z 10.00
0.00
.51 A: fo,uu,UU [btu I ILm N -N] (5tc .britt I c,A. 1 raj
118.0'
69.6' 16.4' -}- 16.0'
PROPERTY LINE
EXISTING GRADE g LL w
` OFFSET=89.53 ,A O'w
I ELEV=3.50
w
`•may •'� MATCH
.,,,,....` .../..'......� ••'' \ EXISTING � •. J
\.\ GRADE J
\ ......... ..... •''• PROPOSED KEY WAY
eRnprrCFn rrirr.H nnrrrw (SEE DETAIL)
12.0'
m
w
w
O w
MATCH
2.7-.EX157U1G..
WETLAND RESTORATION � I
PROPOSED TOP OF BERM
30.00
20,00
10.60
0.00
-10.00 0"00
10.00
20,00
30.00
40.00
50.00 60.00 70.00
80.00 9000
100.00
110.00 120.00
130.00
140.00
AS-BUILTGR.ADES
a N
C>
ffi
1p
a
w u3
cr-.,�
F
sol
Ofi �
a rn m.
0 44 N i
v n M
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n M
car N
PRE NSGRAO
EXISTING GRAPE
S
w w cLLn w
OFFSET 66.04
Of: w
,
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N m C. "
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(SEE SHEET 04.175)
SEE DETAIL
WETLAND RESTORATION
---N
30.00
m 20.00
D
Q
z 10.00
0,00
30.00
20.00
10-00
0,00
-10.00 O,OD
10.00
20,00
30,00
118.0'
50.00 60.00 70.00
86.0'
22.0'
1$.0' 12.0'
PROPERTYLINE
AS -BUILT
DTIOS"u?Z
g $ WETLAND RESTORATION -4
n
'n
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w
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OFFSET 66.04
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ELEV=3.04
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PRDPOSEDKEYWAY
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SEE DETAIL
30.00
20.00
10-00
0,00
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10.00
20,00
30,00
40,00
50.00 60.00 70.00
60.00 90.00
100.00 110.00 120.00
1_30.00
140.00
AS -BUILT
DTIOS"u?Z
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Zi
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w
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PRE NSGRAO
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67.0'
21.0'
STA: 80+00.00 (SECTION N -N)
(SEE SHEET 04.175)
i 30.00
30.00
m 20.00
9
n
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ALIGNMENT = S.R. 1002 ROAD
SCALE 11"x17"=1"'=20'H
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PROPOSED FILL
PROPOSED CUT
AS -BUILT
WATER SURFACE
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
PRE -CONSTRUCTION
COLLECTED IN FIELD)
EMSTING GRADE
r
(I \ AS -BUILT SPOT GRADES (FOR ROAD BASE)
118.0'
67.0'
21.0'
16.0
12.0'
PROPERTYLINE
WETLAND RESTORATION
---N
EXISTING GRADE
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PROPOSED FILL
PROPOSED CUT
AS -BUILT
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PROPOSED GRADE
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PRE -CONSTRUCTION
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EMSTING GRADE
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DRAWN BY RC
DATE: 01108/13
SHEET:
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0.00
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20.00
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PROPERTY LINE
EXISTING GRADE
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STA: 81+75.00 (SECTION N -N) (SEE SHEET 04.176)
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(SEE DETAIL)
PROPOSED DITCH BOTTQM
-4.00
50.00
6D.00 70.00
80.00
90.00
104.00 110-00
12"
-10.00 0.00 10.00
20.00
30.00
40.00
50.00 60.00 70.0
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100.00
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20.00
30.00
40.00
50.00 60.00 70.0
80.00 80.00
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130.00
140.00
150.00
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1" - 10' V EXISTING GRADE (I \ AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS-BUILTS
V.. No, DATE DESCRIPTION
1 2114114 REVISED PERIMETER CROSS SECTIONS - ADDED 2ND BERM
2 7116114 REVISED PERIMETER BERM AND REGRADE EXISTING ROAD
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DATE: 01108/13
SHEET:
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(SEE DETAIL)
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PROPOSED
x
DITCH BOTTOM
x x
x120.00
•10.00 0.00 10.00
2D.0
30.00
40.0
50.00
7D.0
80.0
90.00
100.00 110.0
130.00
140.00
150.00
AS -BUILT GRADESa
3
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SCALE 11 " x 17" = 1 = 20'H "" AS -BUILT WATER SURFACE
€ 1" = 20'V PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
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1" - 10' V EXISTING GRADE (I \ AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS-BUILTS
V.. No, DATE DESCRIPTION
1 2114114 REVISED PERIMETER CROSS SECTIONS - ADDED 2ND BERM
2 7116114 REVISED PERIMETER BERM AND REGRADE EXISTING ROAD
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DL4WN BY RC
DATE: 01108/13
SHEET:
05.15

STA: 2+00,00 (SECTION J -J) (SEE SHEET 04.118) STA: 10+00.00 (SECTION J -J) (SEE SHEET 04.128)
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0
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30.00
30.00
r WETLAND RESTORATION 12.0'139
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72.0'
38.0'
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DL4WN BY RC
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PROPOSED CUT
DATE: 01108/13
SCALE 11 " X 17" = 1 ° = 20'H
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SHEET:
1" = 20' V
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
AS -B U I LTB
C5.16
22" X 34" = 1" = 101 H
PRE -CONSTRUCTION
COLLECTED IN FIELD)
1" = 10' V
EXISTING GRADE
B.a'
AS -BUILT SPOT GRADES (FOR ROAD BASE)

STA: 18+00.00 (SECTION J -J) (SEE SHEET 04.138) STA: 25+00.00 (SECTION J -J) (SEE SHEET 04.148)
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EXISTING , GRADE
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ALIGNMENT = S.R. 1002 ROAD
:ALE 11 " x 17" 1 " = 20' H
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PROPOSED FILL
PROPOSED CUT
AS -BUILT
WATER SURFACE
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
PRE -CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS-BUILTS
PRoj. No.: 1002
DRAWN BY RC
DATE: 01108113
SHEET
C5.17

STA: 34+00.00 (SECTION J -J) (SEE SHEET 04.158)
30.00
m 20.00
m
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0
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8. $.
12.0' 13.0'
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72.0'
38.0'
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PROD. NO.: 1002
DRAWN BY RC
Dare: 01108/13
SHEET:
(5 8

30.00
000
STA: 15+00.00 (SECTION Y -Y) (SEE SHEET C4.176)
EXISTING
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22"x34"=1"=10'H
1"=10'V
PROPOSED FILL
PROPOSED CUT
AS -BUILT
WATER SURFACE
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
PRE -CONSTRUCTION
COLLECTED IN FIELD)
EMSTING GRADE
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PRDJ. ND.: 1002
DRawr sr RC
-E: 01108/13
SHEET:
05.19

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m 2000
m
A
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m
a
0
z 10.00
0.00
STA: 90+00.00 (SECTION Z -Z) (SEE SHEET 04.180)
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AS -BUILT GRADER
PRE CONSTRUCTION
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m 20.00
C
0
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AS -BUILT GRADES
30.00
m 2000.
m
O
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AS -BUILT GRADES 9
PRECONSTRU TI H
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EXISTING MAINTENANCE
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AS -BUILT GRADES 9
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40.00 50.00 80.00
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LST_ �- WETLANp111 RESTORATION -
GRADE
PROPOSED TOR OF BERM
30.00 30.00
STA: 96+00.00 (SECTION Z -Z) (SEE SHEET 04.180)
EXISTING MAINTENANCE
PROPERTY LINE r
ROAD (WIDTH VARIES) (FINAL GRADING INCOMPLETE)
12.9 RECONSTRUCTION WETLAND RESTORATION �
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------_________________- -r___
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2000.
10.00
0.00
-20.00 -10.00 0-00 10.00 20. D0 30.00 40.00 50.00 80.00 70.00 80.00
93 2 is If° It I~ 9 In 9 19
STA: 97+75.00 (SECTION Z -Z) (SEE SHEET 04.180 & 04.183)
30.00
EXISTING MAINTENANCE
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40.00 50.00 60.00 70:00
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10.00 20.00 30.00
40.00 50.00 80.00
70.00 80.00
9
11
-
Ig Ia
9
.r. me
AS -BUILT GRADES
Nix
PRECONSTRUCTIGN
('J
T
_
&Q is
_
w w
GRADES
O
_
EXISTING-
a a
10.00
STA: 94+50.00 (SECTION Z -Z)
(SEE SHEET 04.180)
000
3000 3000-
STA: 98+50.00 (SECTION Z -Z)
(SEE SHEET C4.183)
f�
EXISTING MAINTENANCE EXISTING MAINTENANCE
ROAD (WIDTH VARIES) (FINAL GRADING INCOMPLETE) ROAD (WIDTH VARIES)
PROPERTY LINE PROPERTY LINE
(FINAL GRADING INCOMPLETE)
I
�- 19O'RFCCINSTRIICTIf]N WETLAND RESTORATION 20.00 m 20.00 2.V RECONSTRUCTION WETLAND RESTORATION -�
w �I
-wrATc+e rnA,ren
EXISTING D.� o EXISTING EXISTING GRADE
GRADE GRADE - - -
` y PROPOSED TOP OF BERM
_20.00 -10.00 0.00 1000
20.00 30.00 40.00
-000 000-
50.00 60.00 70:00 80:00 -20.00 -10.00 0,00
AS -BUILT GRADES
g m PREGVN STRUGTION m
GRADES
r
a II
EXISTING MAINTCNANCC _,
ROAD (WIDTH VARIES)
Y
(FINAL GRADING INCOMPLETE)
PROPERTY LINE
_120'_
RECONSTRUCTION _
WETLAND'RESTORATION �.
('J
a
�
30.00
w w
O
--
EXISTING-
a a
10.00
z 10.00
/.- --- - -----
-J
k -
-000 000-
50.00 60.00 70:00 80:00 -20.00 -10.00 0,00
AS -BUILT GRADES
g m PREGVN STRUGTION m
GRADES
-10.00 0,.00 10.00 20.{10 30:00
30.00 30.00
2000. m 20.00
m
A
0
10.00 z 1090
A IA: `Ja+OU.UU (At , I KJN L -L) (.TGC 7P1GIt- I 4.4. Iou)
a II
EXISTING MAINTCNANCC _,
ROAD (WIDTH VARIES)
EXISTING
(FINAL GRADING INCOMPLETE)
PROPERTY LINE
_120'_
RECONSTRUCTION _
WETLAND'RESTORATION �.
('J
:OSED ROCK ROAD
10.00 20.00
30.00
w w
MATGH
--
EXISTING-
a a
EXISTING EXISTING GRADE
GRADE
_----------------------
----
/.- --- - -----
-J
f�
-10.00 0,.00 10.00 20.{10 30:00
30.00 30.00
2000. m 20.00
m
A
0
10.00 z 1090
'r EXISTINGEXISTING GRADE
GRADE ------------------------
40.00 50.00 60.00 70 -OD 80.00
.SIA: `J`J*9U.UU (AtL, I ILJN L -Lf kz>r-I Zrl CC 1 t.4. 100)
EXISTING MAINTENANCE
PROPERTY LINE ROAD (WIDTH VARIES) (FINAL GRADING INCOMPLETE)
12.1'RECONSTRUCTION WETLAND RESTORATION -a
n �
1w�
MATCH _ �_ _� MATCH.
EXISTINGEXISTING
GRADE - EXISTING GRADE
GRAOE
- - O 4
0.00 0.00 PROPOSED ROCK ROAD
4090 50.00 8_0.00 70.00 80.00 -2090
AS -BUILT GRAPES
W., v PRE CONSTRUGTION
GRADES
ALIGNMENT = MAINTENANCE ROAD �� �� \ PROPOSED FILL PROPOSED CUT
SALE 11 " X 17" = 1 " = 20'H "" AS -BUILT WATER SURFACE
1" = 20'V PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
22" X 34" = 1" = 10'H _ _ PRE -CONSTRUCTION r COLLECTED IN FIELD)
1" - 10' V EXISTING GRADE (I \ AS -BUILT SPOT GRADES (FOR ROAD BASE)
30.00
2000.
10. DO
0.00
10.00 _ 0.00 10.00 20.00 30.D0 4090 50.00 80.00 70.00 80.00
g jp 1 R ,s ,s
i
AS -BU l LTS
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6
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PROD. NO.: 1002
DRAWN 6Y: RC
DATE 01/08113
SHEET:
05.20
a II
_ MATCH w
EXISTING
GRADE
('J
:OSED ROCK ROAD
10.00 20.00
30.00
'r EXISTINGEXISTING GRADE
GRADE ------------------------
40.00 50.00 60.00 70 -OD 80.00
.SIA: `J`J*9U.UU (AtL, I ILJN L -Lf kz>r-I Zrl CC 1 t.4. 100)
EXISTING MAINTENANCE
PROPERTY LINE ROAD (WIDTH VARIES) (FINAL GRADING INCOMPLETE)
12.1'RECONSTRUCTION WETLAND RESTORATION -a
n �
1w�
MATCH _ �_ _� MATCH.
EXISTINGEXISTING
GRADE - EXISTING GRADE
GRAOE
- - O 4
0.00 0.00 PROPOSED ROCK ROAD
4090 50.00 8_0.00 70.00 80.00 -2090
AS -BUILT GRAPES
W., v PRE CONSTRUGTION
GRADES
ALIGNMENT = MAINTENANCE ROAD �� �� \ PROPOSED FILL PROPOSED CUT
SALE 11 " X 17" = 1 " = 20'H "" AS -BUILT WATER SURFACE
1" = 20'V PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
22" X 34" = 1" = 10'H _ _ PRE -CONSTRUCTION r COLLECTED IN FIELD)
1" - 10' V EXISTING GRADE (I \ AS -BUILT SPOT GRADES (FOR ROAD BASE)
30.00
2000.
10. DO
0.00
10.00 _ 0.00 10.00 20.00 30.D0 4090 50.00 80.00 70.00 80.00
g jp 1 R ,s ,s
i
AS -BU l LTS
Em
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6
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PROD. NO.: 1002
DRAWN 6Y: RC
DATE 01/08113
SHEET:
05.20

11
=I SCALE 11"X 17"- 1"=40'
SCALE 22" X 34" - 1" = 20'
PARKING LOT DETAIL (Gum Road) w 4C 6T
(SEE GRAD I NG PLAN SHEET 04,131) SCALE IN FEET
CONSTRUCT 1011
ROADSIDE DITCH PLUG
(FUTURE)
EXISTING DIT
CONSTRUCT DITCH TIE - IN AND
MATCH INVERT ELEVATION OF
EXISTING DITCH AT EACH END
(FUTURE) /,�
a
CONSTRUCT 12" LAYER REJECT QUARRY
MATERIAL ON TOP OF US 200 GEOTEXTILE
FABRIC OR 8" OF LARGE SIZE MINE REJECTS
ON TOP OF US 200 GEOTEXTILE FABRIC
(FUTURE)
7 + WHEEL STOP --
WHITE (TYP.)
(FUTURE)
MATCH EXISTING
3 (FUTURE)
i WHEEL STOP BLUE —
(HANDICAP)
. (FUTURE)
1 '
AFES
I E FENCE
MEET C8.1)
t O jr l
hT . .
[35-
20' I....
l EXISTINC
I 13.30 I
9�
-- APPROXIMATE
ED'flF
EXI ,N)G ROAD
I
SCALE 11"X 17"-1"=40' PARKING LOT DETAIL (County Line No. 2 Road) 21 SCALE 22" X 34" - 1" = 20' (SEE GRADING PLAN SHEET 04.113) SCALEINFEET
[ _ MATCH
I EXISTIN(
...I GRADES
. I
,1
....I
" ' I
10:1
[
11.50-4-1150-0
t
j�'" FIf L ITCHY 24,
ELEV. o
- , 11
1
pCISTRNG s 35 0.35
ROA[7"S7E}E
DITCH
(63±)-
55145TRd L.F. OF 48' HDPE
ff [ MATCH h
_ h f• I EXISTING V
5-09, STA. 16+78. OFF 18.7R) �t 4 GRADES
(S. INV =4.89 STA: 16+16. OFF:18.5R) o ., ",' h I - : o I
SCALE 11" X 17" - 1" = 40' DITCH FILL & PIPE DETAIL (Rodman Road'
SCALE 22" X 34" - 1" - 20' (SEE GRADING PLAN SHEET 04.129)
CONSTRUCT 12" LAYER REJECT QUARRY MATCH EXISTING GRADE
MATERIAL ON TOP OF US 200 GEOTEXTILE /1 (FUTURE)
F OR 8" OF LARGE SIZE MINE REJECTS L' 1 WHEEL STOP
OF US 200 GEOTEXTILE FABRIC WHITE (TYP.)
(FUTURE)
r�
WHEEL STOP BLUE
(HANDICAP) 6'
CONSTRUCT DITCH TIE - IN AND (FUTU 13.0(
MATCH INVERT ELEVATION OF 7.90 6
EXISTING TCH AT EACH END 10.90 y
F 12.90 r 20'
EXISTING DI H,C.y� 35a
X 11.20 11.30
i (� 1320 6' 13.30 Yr. .. .
13.30 _1. 3.40
,�� - �• �nor-
DITCH EXISTING DITCH -.
CONS[ KUCT45-L.F.OF 18'J DPE _.
N INV,= 9ra@ (9rT^ P
-
---S. [NV. = 998 (4-8$) � GATES
(SEE DETAILS SHEET C111) AND HOG WIRE FENCE
r (SEE DETAIL SHEET C$.1)
SCALE 11" X 17" - 1" = 40' PARKING LOT DETAIL (Bay City No. 21
SCALE 22" X 34" - 1" = 20' (SEE GRADING PLAN SHEET 04.148
AS-BUILTB
- PROPERTY LINE
IM1 .
0 20• 40' 60•
SCALE IN FEET
REV N4.
Il
STING
p
214114
REVISED PARKING LOTS
2
2114114
REVISED DITCH FILL & PIPE LOCATION
J
cu
O�
Lu
0
a
o ai
i= J
fx
cr
o)�O
xz
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1 Q
LLJ _
ILL
PF30J. NO. 1[11]2
DRAWN 6Y. RC
SCALE ]N FEET
REV N4.
DATE
DESCRIPTION
1
214114
REVISED PARKING LOTS
2
2114114
REVISED DITCH FILL & PIPE LOCATION
DATE 4122113
SHEET
07.1

INTI
46" 6'x
36" MIN.. CLEARANCE
4"SCHEtl. 44
7
m
'm
rwili
NOTES:
BA), e':F,I, mg- i, BAN, ei+�, pie- 9, BAN, 61+Y P48- 4,ANE) 810AEE! RB @ PEELE RB E)E'S+8A+E+E)BEREE!eBA+EB-PRBPBSEBGA+ESB'FRGhIPReP FFFY LINE-, HOG WIRE FENCE CONSTRUCTED
TO DITCH TOE OF SLOPE- PEDESTRIAN GATE TO BE CONSTRUCTED AT INTERIOR GATE ONLY.
TOP VIEW
PADLOCK OR BOLT
� l �
26'
1 y
2 6/16" DIAM.
1(y
GATE DETAIL
1 } ALL PIPE TO BE SCHEDULE 40 -STEEL.
2 FINISHED GATE TO BE SAND BLASTED AND PAINTED TWO COATS
OF ENAMEL ( SAFETY YELLOVV) .
ALL GATE SURFACES SHALL REQUIRE REFLECTIVE TAPE.
4 COORDINATE WITH ENGINEER AND LAND OFFICE FOR PADLOCK
INSTALLATION DURING CONSTRUCTION.
5 UPON COMPLETION OF CONSTRUCTION COORDINATE WITH ENGINEER
OR LANO OFFICE FOR ADDITIONAL LOCKS OR CHANGE OF LOCKS.
not to scale
2 112" DIAM.
4" DIAM.
6' 1.5'
VVIU1 n VMmica IG a I
A&
a OR PVC PR'E FILLED WRH
GRIXR ANDREW FORCED W RH
P! REIWORCEMENi EAR
GRADE
SET PIPE IN /
CONCRETE
2' MIN. I
BOLLARD DETAIL
not to scale
12" REJECT QUARRY MATERIAL
= WOVEN STABILIZATION FABRIC ( USF 200 OR EQUAL)
a = 12" SUBGRADE COMPACTED TO 98%n OF A STANDARD
( ASTM D 698)
TYPICAL CROSS - SECTION OF
PROPOSE- DRIVEWAY & PARKING AREAS
AS -BU ILTS
G�
z L)
z
z
�A O
z
JO x
J
lL
3
Q
Lu
CD
PROJ. NO.: 1()(72
oRAVWN sx: RC
DATE. 1110113
SHEET:
8.1

II
BERM
S B 2' THICK PRGP966B
TONE OVER
GEOTEXTILE
PIPE BEDDING 6"
STONE OVER 200 U
)NSTRHC HOG WIRE
, (SEE DETAIL SHE
7.50
CH
(40)
F. OF 24' HD
N. INV. = B -O&
S. INV. = 8 5& (6A
IS E E DETAIL SHEET C11.2)
RIP -RAP CLASS B 2` THICK
OVER 6" #57 STONE OVER
200 US GEOTEXTILE ua
11°X17^ -1"=4p° PIPE CROSSING DETAIL @ (BAY CITY No. 2)
22" X 34" -1" = 20" (SEE GRADING PLAN SHEET 04.1148)
24r 40' GO'
SCALE IN FEET
F'R8F'66E9 BERM
PRE)POSEB DITCH --L..d
PRePeSE0 BERM
2r,120.00 ty-y)
PROPERTY LINE
2280
ap L)
RIP -RAP CLASS B TTHICK
OVER 6'#57 STONE OVER
2OG US GEOTEXTILE
h PROPERTY LINE
0 WA
PIPE L I L �CV
SCALE 11" X 17" - 1° = 40" viv(GUM ROAD] 0 20r 40Bo'
SCALE 22" X 34" - 1 " � 20" (SEE GRADING PLAN SHEET C4.1 11) SCALE IN FEET
co i -
EXISTING DITCH z
56'()o -Go (K -K) 0
EX STIN 0
PROPOSED BERM
0
CONSTRUCT GATES
-0
AND HOG WRE FENCE
(SEE DETAI L SHEET C8.1)
Lu
C3
EXIS-nNG 48- CMP (TO REMAIN)
le
S'W. INV. � 8.02' 0
N.E. IW. - 5.W Q
TED
t DMpLE
a.
PROPOSED BERM 0 -r— LJ
a.
0 Lu
(n o
of _0
OtApLF-TED 0. c: z
Z ca
Yo _j co
pD9 0
0
Lil W 0
14. x m
oz LL. L)
w
if
ds
0
W
PIPE CROSSING DETAIL @ (COUNTY LINE No. 2) 29 40r w
SCALE 11 X 17" - 1 " = 40" PRoj No. 1002
SCALE 22" X 34" - 1" - 20" (SEE GRADING PLAN SHEET 04.113) SCALE IN FEET 1)RAwN By RC
AS-BUILTS
DATE 01108113
SHEET
9
C.1

ij�
REGRADE ROAD
POSITIVE DRAIN)
OVE 6" #5 STONE OVER
200 US GEOTEXTILE
EXEGl1TIVF.RCJA� . ..:.'q - ......... .
Q _61- 1.777
4.75 •+
r y.00
PRPP SED
i!
STA: 17+47.74 (SECTION Y -Y)
20.09
24.0' 12.0' 20.0' ROADWAY13.9' 27.9' t
4.0' SHLDR 4.0' SHLDR
FR 10.00-
EXISTING GRADE FILL TD ELEV. 6.0
- - - -
SE TINCLMAINTENCE R r
MINIMUM ON 6.0 ¢ -_
._ A1iN-L..]VtL40':=d. IPE,' �T
.'�,-,Tr-- o1PE. IhdV EIS »• //
DING R SHEET 04.180]) �tPE INV ELE _ oNSTRucT Izl
z 0.00
PROPOSED GRA
-- PROPOSED GRADE D
� v
RIR-RAP CLASS 5 YTWICK / RI:P-RAP CLASS 9 2' 74111rK
/ OVER 6.1157 STONE OVER J' 4.5' - Y20'��.. OVVFR S -A57 STONE OVER
dd&200 US GEOTEXTILE 200 US GEOTEXTILE
20.00 1
Y
W) V
o=a
4 t'
Z
0.00
20'00 EXISTING EXISTING EXISTING'
01
WETLAND EXISTING WETLAND
-/-1.#Ifi °' "r� +1. �� � SHLDR. GUM RD. SHLDR. EXISTING DITCH 31.1' i
RESTORATION IT RESTORATION
13.7' t 13.5' t 12-0'±
PRLIPOSED DITCH 26.6' 3
9 h ` 1Qp' ROADWAY 140•
EXPAND 0X115711 DITCH AS SHOW
--
ITT 10.00 - - 2;0' M COVER - 10.0(
PROP I �� �2. #, Oj Ip -. 2,50 N",ATCH r SUMP a. SUMP --
----EXISTING C PIPE INV. EL EV -100 �T'- PIPE INV. ELEV = 0. -�--
-� GRADE
d J ` CONSTRUCT 55 LF• OF 48` HDPE
EXISTING GATE 0A0 PROPD5EDGRRDE - 9.OD
TO BE RELOCATED PROPOSED GRADE
c PIPE BEDDING 6" - 8" DEEP # 57 RIP -RAP CLASS 82•THICK 2 2.0' RIP -RW CLASS B 2'THICK
OVER 6" #57 STONE AVER OVER 6"#57 STONE OVER
:. US 200 GEOTEXTILE i
r gyp' 204 US GEOTEXTILE x00 US GEOTEXTILE
INSTALL RELOCATE✓? GA -10.00 -10.0
- - 0. 40.00 -39.00 -20.00 -10.00 0-00 tO.OD 20.00 30.00 40.0 50.00 OAO
c I *I CONSTRUCT FLOG WIRE
(SEE DETAIL SHEET 08.1 ) AS -BUILT GRADES � T � ry o ao � ,n r w ¢ m cs� � ,
epi m� w� m rnr �.� mes io rn� +nQ saw z2 U
C RUCT 60 LF. OF DP c RE GRADES.." o o Z
i1.s IV
E. INV. Oil" 17+43.35, + lr z
48" PIPE SECTION @ (GUM ROAD) �`°
W. INV. = 1-5V 17+44.6 I T ALTERNATE ROAD CIN io p
NSITE MINERAL SOILS. " R (SEE GRADING PLAN SHEET 04.176) "' -
{ ATERIAL OR A" LARG IN RE S (FUTURE) O cr
I �•
0o 4
y? i b ,I I I LY. .� '_GEOTEXTI6E FABRIC
�i+ s-: 1 1 011- : ING DE
SCALE 11"X17"-111=40" (2) 3a" PIPE CROSSINGS DETAILS @ (GUM ROAD) 0 20 40, r;,
SCALE 22" X 34" - 1" = 20" (SEE GRADING PLAN SHEET C4 175 & C4.176) SCALE IN FEET
(FUTURE)
,he I J 9 EXiSTII
a
51
fi
fJITHIN AVATION I IMITS FOR 48 PIPF BACKFII IWITH CLEAN MINERAL SOILS. TOP WITH 12" LAYER I zli RIP -RAP S
ti REJECT QUARRY MATERIAL OR 8- LARGE SIZE MINE
REJECTS OVER US 200 GEOTEXTILE FABRIC It I... • I `�. ' fOVERS" #
200 US GEOTEXTIL
~ r } CONSTRUCT 55 L.F. OF 48" HDPEqmEgmjp,
a I ..: , • o + Q 0.9% SLOPE
5 EXPAND EXIST ST - ti j E. INV = 0.50, STA: 14+23.06. OFF: 21.66IR
DITCH A \ AL A- V I. _.����Yl W. INV. = 1.00. STA: 13492.63, 01-24.16' L
hi"Rip-EA&LAss '
IT. D ' OV
�.
P PE BEDDINLa t: - 8" F 57 n
STONE OVER U$,BD TILE
RUCT 50' FIELD DITCH PLUG � 1. � � � 1J 9 CONS 00'R D11CIH-PLU
TYPIGAIdKI L
J
48" PIPE CROSSINGS DETAILS (GUM ROAD
a zo' 4p sv
11" X 17" - 1" = 40" (SEE GRADING PLAN SHEET 04.176)
22" X 34" -1 " = 20" (FUTURE) SCALE IN FEET
STING 36" CuP In ,.� � - ��- yh m
�.,
W 1Nv. _ 3.42 EXISTING DITC
- -
A 1 A� 0
0 1 11 II--PROPbSED BERM 2
D a J
_ r
p�
L4 R3 ..
I cn
L Lj
a.
LU
° j oof
a
z
`o D
J cn
0
` ,y� , •{ _ + CONSTRUCT 50' FIELD DITCH PLUG .17.
� U) 49 0
w ! of of
` i 1 RIP -RAP CLASS A 1' THICK ❑ `0 U
OVER 6'#57 STONE OVER .. O W
I 11 200 US GEOTEXTILE L _
EXISTING 36" PIPE cel (RODMAN ROAD) 4 z" ^" 6"
(SEE GRADING PLAN SHEET 04.159) SCALE IN FEET PROD NO. 1002
(FUTURE) URAVYNBy RC
REV -No. DATE DESCRIPTION
AS -B U C LTS
-10.00
•104,00
-90.00
-80.00 -70:00 -60.00
-50.00 40.00 -30.00 -20.00
-10.00 0,00
-14Q0
10.00 20.00 30.00
8115114
EXISTIN
N
121$114
REVISED GATE CONSTRUCTION
RUCT 60 LIj HDPE /,�
GRADES
'
�+
<
,o
m N
Yo SLOPE r'�
= 1.{}6, STA .85, OFF: -120' L
LEGEND��
PROPOSED GRADE
ME
PROPOSED FILL
(2) 30PIPE SECTION c@,
ROAD)
SCALE 11" X 17'" = 1"" = 20" H
50, STA: 17+4'0.22, OFF: -60.68'L
-7,
(GUM
1" = 20'V
_ EXISTING GRADE
PROPOSED CUT
(SEE GRADING PLAN SHEET 04.175 & C4.176)
SCALE 22" X 34" = 1" = 10' H
AS -BUILT
(FUTURE)
1R1 = 1 O" v
STA: 14+08.68 [SECTION Y -Y)
20'00 EXISTING EXISTING EXISTING'
01
WETLAND EXISTING WETLAND
-/-1.#Ifi °' "r� +1. �� � SHLDR. GUM RD. SHLDR. EXISTING DITCH 31.1' i
RESTORATION IT RESTORATION
13.7' t 13.5' t 12-0'±
PRLIPOSED DITCH 26.6' 3
9 h ` 1Qp' ROADWAY 140•
EXPAND 0X115711 DITCH AS SHOW
--
ITT 10.00 - - 2;0' M COVER - 10.0(
PROP I �� �2. #, Oj Ip -. 2,50 N",ATCH r SUMP a. SUMP --
----EXISTING C PIPE INV. EL EV -100 �T'- PIPE INV. ELEV = 0. -�--
-� GRADE
d J ` CONSTRUCT 55 LF• OF 48` HDPE
EXISTING GATE 0A0 PROPD5EDGRRDE - 9.OD
TO BE RELOCATED PROPOSED GRADE
c PIPE BEDDING 6" - 8" DEEP # 57 RIP -RAP CLASS 82•THICK 2 2.0' RIP -RW CLASS B 2'THICK
OVER 6" #57 STONE AVER OVER 6"#57 STONE OVER
:. US 200 GEOTEXTILE i
r gyp' 204 US GEOTEXTILE x00 US GEOTEXTILE
INSTALL RELOCATE✓? GA -10.00 -10.0
- - 0. 40.00 -39.00 -20.00 -10.00 0-00 tO.OD 20.00 30.00 40.0 50.00 OAO
c I *I CONSTRUCT FLOG WIRE
(SEE DETAIL SHEET 08.1 ) AS -BUILT GRADES � T � ry o ao � ,n r w ¢ m cs� � ,
epi m� w� m rnr �.� mes io rn� +nQ saw z2 U
C RUCT 60 LF. OF DP c RE GRADES.." o o Z
i1.s IV
E. INV. Oil" 17+43.35, + lr z
48" PIPE SECTION @ (GUM ROAD) �`°
W. INV. = 1-5V 17+44.6 I T ALTERNATE ROAD CIN io p
NSITE MINERAL SOILS. " R (SEE GRADING PLAN SHEET 04.176) "' -
{ ATERIAL OR A" LARG IN RE S (FUTURE) O cr
I �•
0o 4
y? i b ,I I I LY. .� '_GEOTEXTI6E FABRIC
�i+ s-: 1 1 011- : ING DE
SCALE 11"X17"-111=40" (2) 3a" PIPE CROSSINGS DETAILS @ (GUM ROAD) 0 20 40, r;,
SCALE 22" X 34" - 1" = 20" (SEE GRADING PLAN SHEET C4 175 & C4.176) SCALE IN FEET
(FUTURE)
,he I J 9 EXiSTII
a
51
fi
fJITHIN AVATION I IMITS FOR 48 PIPF BACKFII IWITH CLEAN MINERAL SOILS. TOP WITH 12" LAYER I zli RIP -RAP S
ti REJECT QUARRY MATERIAL OR 8- LARGE SIZE MINE
REJECTS OVER US 200 GEOTEXTILE FABRIC It I... • I `�. ' fOVERS" #
200 US GEOTEXTIL
~ r } CONSTRUCT 55 L.F. OF 48" HDPEqmEgmjp,
a I ..: , • o + Q 0.9% SLOPE
5 EXPAND EXIST ST - ti j E. INV = 0.50, STA: 14+23.06. OFF: 21.66IR
DITCH A \ AL A- V I. _.����Yl W. INV. = 1.00. STA: 13492.63, 01-24.16' L
hi"Rip-EA&LAss '
IT. D ' OV
�.
P PE BEDDINLa t: - 8" F 57 n
STONE OVER U$,BD TILE
RUCT 50' FIELD DITCH PLUG � 1. � � � 1J 9 CONS 00'R D11CIH-PLU
TYPIGAIdKI L
J
48" PIPE CROSSINGS DETAILS (GUM ROAD
a zo' 4p sv
11" X 17" - 1" = 40" (SEE GRADING PLAN SHEET 04.176)
22" X 34" -1 " = 20" (FUTURE) SCALE IN FEET
STING 36" CuP In ,.� � - ��- yh m
�.,
W 1Nv. _ 3.42 EXISTING DITC
- -
A 1 A� 0
0 1 11 II--PROPbSED BERM 2
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� U) 49 0
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` i 1 RIP -RAP CLASS A 1' THICK ❑ `0 U
OVER 6'#57 STONE OVER .. O W
I 11 200 US GEOTEXTILE L _
EXISTING 36" PIPE cel (RODMAN ROAD) 4 z" ^" 6"
(SEE GRADING PLAN SHEET 04.159) SCALE IN FEET PROD NO. 1002
(FUTURE) URAVYNBy RC
REV -No. DATE DESCRIPTION
AS -B U C LTS
DATE 01108/13
SHEET
C cl
2
7116114
REVISED DETAILS & REGRADE RD TO NORTH OF EXECUTIVE RD
3
8115114
ADDED ROAD NOTES
4
121$114
REVISED GATE CONSTRUCTION
DATE 01108/13
SHEET
C cl

6' MAX -
NOTES:
1. USE FILTRATION GEOTEXTILE A MINIMUM OF 30"
IN WIDTH AND FASTEN ADEQUATELY AS DIRECTED.
2. PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER
ANGLE STEELTYPE-
3- FOR MECHANICAL SLICING METHOD INSTALLATION,
GEOTEXTILE SHALL BE A MAXIMUM OF 1$" ABOVE
GROUND SURFACE.
TEMPORARY SILT FENCE
Not to Scale
12" OF NCDOT #5 OR #57
WASHED ST
C LASS 'B" R I PRA
FILTER CLOTH
r
UPSTREAM ELEVATION
1.5° MI
104- �-• �
10' FIELD DITCH E%TENTION r
ONLY AT FIELD DITCH LOCATIONS
FIELD DITCH--:---
ROADSIDE
ITCH :---ROADSIDE DITCH— _
CLAY WITH SHELL
(10'-14' DEPTH FROM BORROW AREA) TCN
LENGE FIELD 0
50' 10'
CLAYEY SAND OR SANDY CLAY
(2'--10' DEPTH FROM BORROW AREA)
H SHELL
DEPTH FROM 13ORROW AREA)
100'ROADSIDE DITCH PLUG
not to Scale
NOTES:
1. CONTRACTOR TO EXCAVATE TEST PITS AT EACH BORROW
SITE IN THE. PRESENCE OF THE ENGINEER TO DETERMINE
SUITABILITY OF CLAY LAYERS FOR PLUG MATERIAL -
2. PLUGS WILL BE CONSTRUCTED FROM BORROW MATERIAL
EXCAVATED FROM ONE PIT PER PLUG LOCATED NO LESS
THAN 100' FROM THE PLUG IN ANY DIRECTION. ESTIMATED
SIZE OF EACH BORROW PIT IS &D'xBO' T.W-
3- EXTEND PLUG MATERIAL 10' INSIDE FIELD DITCH AT EACH
INTERSECTION OF A ROADSIDE DITCH WITH A FIELD DITCH.
TEMPORARY MODIFIED ROCK CHECK
DAM CROSS-SECTION VIEW -MINOR
NOTES: TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL FIELD DITCHES AND INTERNAL ROADSIDE DITCHES; DAMS TO BE REMOVED PRIOR
TO CONSTRUCTION COMPLETION -
12" OF NCD
L+,
FILTER CL
— f CLAYEY SAND OR SANDY CLAY
(2'-10' DEPTH FROM BORROW AREA}
FIELD DITCH CLAY WITH SHELL (14'-14'
DEPTH FROM BORROW AREA)
CLAYEY SAND OR SANDY CLAY
(2'-10' DEPTH FROM BORROW AREA)
54' FIELD DITCH PLUG
not to scale
CLAY FROM LOCAL BORROW PIT
1.5' (MIN)
EXISTING DITCH
7' (MIN)
TYPICAL DITCH PLUG - SECTION
not to scale
UPSTREAM ELEVATION
TEMPORARY MODIFIED ROCK CHECK
DAM CROSS-SECTION VIEW - MAJOR
NOTES TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL ROADSIDE DITCHES (i -e- BAY CITY NO. 1) AND EXTERNAL ROADSIDE DITCHES (i.e- SR
1002); DAMS TO BE REMOVED PRIOR TO CONSTRUCTION COMPLETION-
AS-BhUILTS
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PROD. NO.: 1(1)2
DRAWN BY. RC
DATE 1110113
SHEET
011.1

8 -12" TOP
(VARIES SEE PLAN)
TO BE FILLED w/ SAND
& MINERAL SOIL
BERM
MUCK LA YL Y L)LPTf4
\VARIES (AVG 2 )
KEY WAY (CON -T) +�-
(SAND 8c MINERAL SOIL))
WOVEN STABILIZATION FABRIC
(US 200); WIDTH VARIES -
2 SHEETS W/ MIN. 1 '
OVERLAP
NOTES:
I. KEY WAY SHALL EXTEND THROUGH THE ORGANIC SOILS AND RE TO THE MINERAL SOILS. PERIMETER
BERM SHALL RE CONSTRUCTED WITH SU17ARLE MINERAL SOILS EXCAVATED FROM THE PERIMETER
DITCHES.
2. ORGANIC AND/OR MINERAL SOILS EXCAVATED FROM THE PERIMETER DITCHES BERM AND KEY WAYS
THAT IS UNSUITABLE FOR BERM CONSTRUCTION SHALL BE DISPOSED OF IN THE DITCHES IDENTIFIED
TO BE FILLED BY WOOD CHIPS AND/OR MUCK.
KEY WAY DETAIL
N.T.S.
1. VERIFY ALL DOWNSTREAM ROCK CHECK DAMS ARE WORKING PROPERLY PRIOR TO CONSTRUCTING PROPOSED DITCH.
2. IMMEDIATELY AFTER DITCH EXCAVATION, SEED WITH A TEMPORARY SEED IN RATES AS LISTED BELOW OR IN SECTION 6.10
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. IMMEDIATELY AFTER SEED APPLICATION, INSTALL EROSION CONTROL MATTING (BIONET - C1256N, BIOD-MAT 40 OR OTHER
APPROVED EQUALS) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. IMMEDIATELY AFTER SEEDING AND PLACEMENT OF EROSION CONTROL MATTING, APPLY MULCH OR HAY AT A RATE NOT LESS
THAN 2.4 TONS PER ACRE (NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE VISIBLE AFTER APPLICATION) _
5. AFTER HAY APPLICATION, "ANCHOR" HAY EITHER WITH SEVERAL PASSES OF A TRACKED PIECE OF EQUIPMENT OR OTHER
APPROPRIATE TOOL.
6. AFTER RAINSTORMS INSPECT ALL MULCHED AND SEEDED AREAS FOR RILL EROSION.
TEMPORARY SEEDING:
SEPTEMBER - MARCH : RYE GRAIN 120 LBS. PER ACRE.
APRIL - AUGUST : BROWNTOP MILLET 40 LBS, PER ACRE.
TEMPORARY BYPASS DITCH AND CROSS-SECTION
N.T.S.
ALTERNATE 1 TYPE III OR IV HIGH
INTENSITY RED
ALTERNATE 2
AREA TO BE SEEDED & MULCHED -
150' TOTAL
.125" ALUMINUM PANEL
75'
75'
OF PROPOSED
BYPASS DITCH
44
EROSION CONTROL MATTING
SEED & MULCH
WATER DEPTH VARIABLE
----------------
\
2 MAX. / r \
\ ♦ \
\r
1. VERIFY ALL DOWNSTREAM ROCK CHECK DAMS ARE WORKING PROPERLY PRIOR TO CONSTRUCTING PROPOSED DITCH.
2. IMMEDIATELY AFTER DITCH EXCAVATION, SEED WITH A TEMPORARY SEED IN RATES AS LISTED BELOW OR IN SECTION 6.10
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. IMMEDIATELY AFTER SEED APPLICATION, INSTALL EROSION CONTROL MATTING (BIONET - C1256N, BIOD-MAT 40 OR OTHER
APPROVED EQUALS) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. IMMEDIATELY AFTER SEEDING AND PLACEMENT OF EROSION CONTROL MATTING, APPLY MULCH OR HAY AT A RATE NOT LESS
THAN 2.4 TONS PER ACRE (NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE VISIBLE AFTER APPLICATION) _
5. AFTER HAY APPLICATION, "ANCHOR" HAY EITHER WITH SEVERAL PASSES OF A TRACKED PIECE OF EQUIPMENT OR OTHER
APPROPRIATE TOOL.
6. AFTER RAINSTORMS INSPECT ALL MULCHED AND SEEDED AREAS FOR RILL EROSION.
TEMPORARY SEEDING:
SEPTEMBER - MARCH : RYE GRAIN 120 LBS. PER ACRE.
APRIL - AUGUST : BROWNTOP MILLET 40 LBS, PER ACRE.
TEMPORARY BYPASS DITCH AND CROSS-SECTION
N.T.S.
ALTERNATE 1 TYPE III OR IV HIGH
INTENSITY RED
ALTERNATE 2
RETROREFLECTIVE
SHEETING MOUNTED ON
.125" ALUMINUM PANEL
NINE 3" DIA. RED PRISMATIC
PLASTIC REFLECTORS
TYPICAL APPLICATION AT END OF ROADWAY (DEAD END)
REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED
3 MARKERS MIINIMUM
7' U -CHANNEL POSTS (1.12 LB/FT)
END OF ROAD MARKERS
N_ T.s.
ER TO CENTER MINIMUM
2 ROADWAY EL. VARIES 2
EXISTING 7 12"MIN. � 1
GRADE — — — — T— — — — — — — — — — — —
INV. EL VARIES
_7
HDPE PIPE
EXISTING TYP. CLASS "B"'
DITCH RIP -RAP (10' x 10' x 2') EXISTING
OVER FILTER FABRIC DITCH
ANCHOR FABRIC
DRIVEWAY/
ROADWAY SECTION
PROP. DRIVEWAY/ C'1i
ROADWAY CULVERT
STANDARD CULVERT DETAIL
2' PIPE PROJECTION
FROM TOE OF SLOPE
12" GRAVEL CLASS A RIP -RAP OVE
WOVEN STABILIZATION FABRIC (USF 200)'Q
� � x a TO TOP OF BANK EACH END 1
TOP OF ROCK TO BE &"
RFI OW PIPE INVERT ELEV,
BOTTOM OF DITCH
NOTES:
?. SUMP WIDTH - 5' WIDTH FOR PIPE DIAMETERS 524"' 70' WIDTH FOR
PIPE DIAMETERS ]24"
2. RIP RAP ADJACENT TO DRIVEWAYIROAD TO TOP OF BANK; RIP RAP
DITCH SIDE SLOPES TO ELEV 10' OR TOP OF PIPE, WHICHEVER IS
GREATER.
LIGHT RIP -RAP SECTION
AS -BU ILTS
REV. No. DATE DESCRIPTION
1 02114/14 REVISED DETAIL
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PRQJ. NO.: 1002
DRAWN By RC
DATE 2111114
SHEET
C11.2