20120107 Ver 1_PHASE III STREAM - AS-BUILTS-FINAL_20150918

WETLAND AND STREAM RESTORATION PLAINS
FOR
PotashCor
AURORA
and "U" LANDS -GUM SWAMP RUN AS -BUILT PLANS
N
U rrUrvn I L.1L.o►VIV i i, IN<Jf1 I I I L�1`y11%JLIIN1`%
LOCATION SKETCH
not to scale
AS-BUILTS
NOTE: PLANS MAY BE PRINTED IN DIFFERENT PAGE SIZES- ALWAYS CONFIRM SCALE USING SCALE BAR.
VICINITY MAP
not to scale
INDEX OF DRAWINGS
ILIA
SHEET TITLE
I
•,�
•
i �
CIA
µ� 7 1.-_
�..`s
L
STREAM MASTER SITE PLAN
r r"
STREAM STATIONING PLAN
C2.3
GRADING SUMMARY BY PLANTING ZONE
S1.1
STREAM PLAN
S12
STREAM PLAN
S1.3
STREAM PLAN
S1.d
STREAM PLAN
51.5
STREAM PLAN
S1.5
STREAM PIAN
C3.1
STREAM VALLEY OUTFALL
C3 -1A
C3.2
STREAM VALLEY OUTFALL
INTERVALLEY CONNECTOR
04.35
GUM SWAMP RUN RESTORATION PLAN
C4.36
GUM SWAMP RUN RESTORATION PLAN
G43T
GUM SWAMP RUN RESTORATION PLAN
'
I r
04.39
GUM SWAMP RUN RESTORATION PLAN
C4A0
GUM SWAMP RUN RESTORATION PLAN
04.41
GUM SWAMP RUN RESTORATION PLAN
04.42
GUM. SWAMP RUN RESTORATION PLAN
C4.43
GUM SWAM RUN RESTORATION PLAN
C4.44
GUM SWAMP RUN RESTORATION PLAN
04.52
�
y
GUM SWAMP RUN RESTORATION PLAN
VICINITY MAP
not to scale
INDEX OF DRAWINGS
SHEET NUMBER
SHEET TITLE
CA,1I
STREAM COVER
CIA
STREAM CENCRAL NOTES E SYMBOLS
C2.1
STREAM MASTER SITE PLAN
C2.2
STREAM STATIONING PLAN
C2.3
GRADING SUMMARY BY PLANTING ZONE
S1.1
STREAM PLAN
S12
STREAM PLAN
S1.3
STREAM PLAN
S1.d
STREAM PLAN
51.5
STREAM PLAN
S1.5
STREAM PIAN
C3.1
STREAM VALLEY OUTFALL
C3 -1A
C3.2
STREAM VALLEY OUTFALL
INTERVALLEY CONNECTOR
04.35
GUM SWAMP RUN RESTORATION PLAN
C4.36
GUM SWAMP RUN RESTORATION PLAN
G43T
GUM SWAMP RUN RESTORATION PLAN
0438
'GUM SWAMP RUN RESTORATION PLAN
04.39
GUM SWAMP RUN RESTORATION PLAN
C4A0
GUM SWAMP RUN RESTORATION PLAN
04.41
GUM SWAMP RUN RESTORATION PLAN
04.42
GUM. SWAMP RUN RESTORATION PLAN
C4.43
GUM SWAM RUN RESTORATION PLAN
C4.44
GUM SWAMP RUN RESTORATION PLAN
04.52
GUM SWAMP RUN RESTORATION PLAN
G4.S3
GUM SWAMP RUN RESTORATION PLAN
G4.54
GUM SWAM RUN RESTORATION PLAN
04.55
GUM SWAMP RUN RESTORATION PLAN
C4.58
GUM SWAMP RUN RESTORATION PLAN
C5.1
S.R. 1002 BE RM CROSS SECTION
05.2
C52
S.R. 10_02 BERM CROSS SECTION
S.R. 1002 BERM GROSS SECTION
C5.4
S.R. 1002 BERM CROSS SEC rIDN
C5.5
S.R. 9002 BERM CROSS SECTION
05.0
INTERVALLEY CONNECTOR SECTION
C5.7
INTERVALLEY CONNECTOR SECTION
S6.1
STREAM DITCH DETAIL
S6.2
INTERVALLEY CONNECTOR DETAIL
6117113
7No
655
NC P.E6154ONATHACKETTS
3450 Nrthlke 11-& and - S.1b. 200
4709 COLLEGE DR., STE 2
5�
Paan Beach Gardens. Flo6da 33403
Phone;
ECZ
�.
WILMINGTON, N.C. 26903
u
]iii li tlS.Irw--.Tdl-Free:[phone]J
11311:]tllil
15011630.6790
ll�.
. 11625-2770
ED
T€L 910392.9259wNT6
T
FLCerllH 100fAuthounion..6173
FAX [phone]
NC CeAlimte of Audrorizabon: C-2761
6117113
7No
655
NC P.E6154ONATHACKETTS

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 AND MARCH 10,2012) -VERTICAL
COORDINATES ARE BASED ON NAVD 1988. AS -BUILT LIDAR COLLECTED JULY 02,2014
2. USERS OF THESE PLANS ARE CAUTIONED THAT THE 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
PERIMETER CONSTRUCTION AT THE REQUEST OF JONATHAN T. RICKETTS, INC.
5. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR TO REMOVE ANY SAND IN EXISTING
DRAINAGE STRUCTURES AND PIPES LOCATED THROUGHOUT THE PROJECT.
7. ALL CLEARING DEBRIS WILL BE LEFT IN PLACE IN OPEN FIELDS. MAXIMUM DIAMETER OF PILES
SHALL BE 50', MAXIMUM HEIGHT SHALL BE 16'.
S. 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 ALIGNMENT AND GRADE FOR CONSTRUCTION WILL BE PROVIDED BY ENGINEER'S
SURVEYOR. ALL RE -STAKING OF CONTROL POINTS WILL BE AT 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, BUT NOT BE LIMITED TO, 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 0.1ff ON OPEN AREAS
AND BERMS AND 0.05' ON SPILLWAYS.
2D. 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, SHALL BE IN
ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES" FROM THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
AS—BU I LTS
LEGEND
PR6PBSEB SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
PRepesEB DITCH CROSSING
(# 57 STONE)
PRBP65EERIP RAP
(57- 12" CLASS B)
PRGPASEBTOP OF BERM
PROPOSED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PR6P95EB DITCH FILL
-. PR6P9SEBFLOW ARROW
�— FREWSSEESLOPE ARROW
=EdPROPOSED
MAJOR PLUG
(LENGTH = 100')
—PR6P8$EBMINOR PLUG
(LENGTH = 50')
PRE)P6SEBPIPE AND
RIPRAP
$� EXISTING SURVEY SPOT
ELEVATION
s
Q$. EXISTING LIDAR ELEVATION
X12.50 PROPOSED SPOT ELEVATION
12.00 * AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
S�
LL rz
��86`gg
E 3�
N E E�Ci
a H LL u Z-
1-1 0
z U
z
z J
O 0
C7
z
�Q 0
L
�¢
Lu
06
E w
0
x Q
Z
a E J
OL
a W
IL
Z
O m LLI
� _J 0
O
w- ¢ Vf
D
w�
�
0 co
CO) = 0)
PRD). NQ.: 1002
DRAWN BY: RC
DATE: 1110113
SHEET:
C1a3

71
I
PROJECTBOUNDARY y
_i PROJECT BOUNDARY
.i
{
v E
PROJECT BOUNDARY
t
Ell BAY CITY FARM
s 1 PROJECT BOUNDARY
0
a
x
PROJECT BOUNDARY
N
RFi�F�wF��7 O Qp r N
- u�i■t `f�■iiisliia,' YiP' s . Eyg
T , oo ¢a a
a
2 2
PHASE II
PHASE it V- DISCHARGE FROM OFFSITE
PROJECT BOUNDARY
—^ySMALL ROAD— — — — — --
SMALL ROAD
RESTORED MODERATE
TO LOW ENERGY STREAM —
DISCHARGE FROM
S W p �� EXISTING PARKER FARM TO REMAIN
N PROJECT BOUNDARY
R RELOCATED DISCHARGE FROM PARKER FARM
� I LEGEND
BAYCITZ`M- �-- - - - - --
— - - — PROPERTY BOUNDARY LINE
R_ES_TOREB_LOW _EN_ER_&Y- --- - - - - ---
-
-HEADWATER-SYSTEM - _- S PHASE I
-------------------
- _ _ - _ _ I \ PHASE, II
�_-
----------- - - - - -- I I \ PARKER FARM GIRA SWAMPRUN
-_ -_--_ --- — - -------_ ----- -_ CASEY
_ _ -- _-_ -� TRACT
--C�--- -- B B
PROJEC I BOUNUAKY
P
Q
0
cc
w
z
0
0
PROJECT BOUNDARY
CASEY TRACT
(DISCHARGE FROM CASEY
TRACT TO REMAIN)
1_ � --
AS -BU ILTS
6
m®
PHASE 111
FE BE COMPLETED
FEBRUARY 2075
PERIMETER BERM AND DITCH
===_=== EXISTING ROAD
o ,aoazona aaoa
SCALE IN FEET
�to Z
M o 0
Z
0
LL
LU
ca
C ¢
LL
Q Q
J
0
Li
o
a
0 �
LL W
IL CO
0 C
� J �
0_ 0
o??
w - ¢ <
LL LLJ
<�
w
0
PROD. NO, 1052
DRAWN BY: RC
DATE: 6117113
SHEET:
Z.1

LEGEND
— - - — PROPERTY BOUNDARY LINE
OPHASE I
PHASE II
0
_------- EXISTING ROAD
+ r
r r r r
r r
O_ f PHASE 11 r r r r +7-
SHEET 04.64 1 `�
SMALLROA
PROJECT BOUIDARY
rrr ~ ~ ~ r L7 ---- - -___-- ______________ - - - p E --_- --_
l r 1
SHEE x.56 - - - - - -
° a ALI�NM r� r4.55 -_--
_ 1 �
SHEET G �
r I STREAM VALLEY OUTFALL`ST ITA: 88+22.73 (S.R. 1002 ALIGNMENT) ,
mT I SECTION #1 `� ` SHEET G4.54-
STA:70+39 T� %
a� T SECTION #2 TG4.53`-- i l �r�-
--
a 9x STA: 68+04 J f "_,a mom
mT -8 SECTION #3 SECTION #6STREA9A
N
STA: 65+48 1 STA: 56+98ALI NMENT 1 SECTION #13 ' rrr r r r r r 1 I
SHE4.52 w l� j sTA: 44+22 SECTION #17 r r r
E
7A\ � � SECTION #16
4O I �� SECTION 07 o i STA: 36+99 SECTION#18 r
I tf �G ti { STA: 54+40 STA: 36+72 ` s . V
a o I SECTION #4 f
SECTION #14
+ i "' STA: 39+15 SECTION #19 1 T Cr4.4 I
a STA: 62+08 7 6xA� STA: 35+g4 '�
a 56+04 °Q.?� C1+04 11 \ REAM ALII E iT START STATION D+44
I r SECTION #5 y 6 °} T� t S�iEET G4.4 e
�+ f ` o r SECTION #12 38+0
I r STA: 59+50 ! A 1 —_ v 1
r '$ ys , STA: 46+77 SECTION #15 f \ ` " 1
-T t SECTION #8 i SECTION #20 1 F
C'4 + N STA: 37+15 f a 1
IF INTERVALLI1Y CONNEC50ii j STA 53+65 1 �� SECTION #11 eJ t STA: 30+96
LIGNM€Nt `� -� rrf �` SECTION #24 1
a SECTION #9 STA:48+10 �' app 2 r
IN, VALLEY 1 ' Ss a �I st r l
N 01
oT CON CTOR STA: 52+01 ,kiEET �4+ G7 `` STA: 9+47 r
a, �� 1 ' 4r 30+00 M i m +fla
START A: 8 ` r 8+00 4+0 SECTION #25
�} `� f `� v 28x `� rp�0 r rrr +a0 t S STA; 3+80
$ f S1iEE2L TME �r SECTION #10 �- 1 / �'Z !
STA: 49+39rrr uFy t
n a+�oT SECTION #21 { Uri qp 1 t{
I l l-� r r STA; 26+17
SECT -10-N-4 2-3
STA: 15+88 1 HEFF C4 39
00
SECTION #22 � SEiE�� C4.38
£ o rrr ~ r r LOW ENERGY HEADWATER SYSTEM - NO W jRK t STA: 21+0D �
R
PROPOSED OTHER THAN BACKFILL OF FIELq DITCHES r 1
1 1 SHIFT G4.37 - - - - - jf
S,R, 1002` f _-1---_-__- ----
1 ALIGNMENT 1 I �.�� ---------- -{} ___rrrX
` S'jF 4 C4.3U • - - - - - - - - - - - - ---`- - - - - - - -
Il t _ f' �-- = ---m J-
-——-
--
2w 400 600'
o,1Y t __ � _---____=—=—r=-----------_�------_--
akl; sHEETG4.35 l _ _ - ---------------------_-_-� --d- -- _-- - -_
_r yi—j+[-- SCALE IN FEET
SAX CITY f5o. - _ �- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -
r
-_- Z — -- ------------ ---
j PROJECT t4 AS
fiOUNDARY _ _ I-------- ------- -BUILT S
�i -� =`rr - ------------------ - - - - - ------------------- --------
1
S�
LL rz HM
��86gg
E 3�
2 E . H
egiaaH 1LLLL2
r~
O
z
z
M � D
z
J Q �
LL
�¢
�m
Q
E J
0� a
fl
O
2
c� L7
EZ
a
Z) Z
Q
z
IL d
°cu F-¢� J
a
cr
fl O
W
wD
�
� 0 co
co)=
PR0.l.NQ.: 1002
oa3anm ax: RC
DAm 6117113
SHEET:
C2.2

PERCENTAGE 4P PLANTING;ONE$ AND Phase 111 AREAS 8V ELEVATION
$EVATR7N 1NT✓94V/Oa
PLANTING «CA9
fAlm+mvrt
Llwxlmiwn
Cdol
1
's
2 031.` IA'1,.2A �1 l 85
Ekr4lim
Elaralil
Zai
%
Pi'll'-11
%
zam
%
Pt- 1112wnw
%
%
PMeae 01
%
z- Pm. III
% %
Z.
%%
PhI-III
z -L
%
Phew 10
%
PRwwIIM/r
0.300
1..000
0VA
0.0%
00%
0.0%
00%
00%
0.0%
0.0%
00%
0.0%
0.0%
0014
0.0%
1.000
14W
0.0%
O.O%
0-016
0.0%
0.0%
00%
0A%
0.0%
0.0%
0.0%
OA%
OA%
0.0%
1500
VIM
0.O%
P.0%
00%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
OA%
0.0%
0.0%
2.004
2504
0.0%
OA%
VO%
0A%
4A'%
0.0%
am
4A%
0.0%
0.0%
4A%
0.0%
0.0%
2.SPA
RWO
l.9P1
5.500
9.1E
0.5%
Q.Q%
00%
9:1X4
0A%
9.PA
().()%
99%
00%
VV%
0.0%
Q.0%
am
9.9%
0A%
9N%
0.0%
Q.VA
0.11%
99%
0.0%
9.9%
0.0%
Q.^
0.0%
9.500
4.01
0.5%
0.0%
OA%
P.P%
OQ'%
0.0%
00%
0.0%.
0.0%
0.0%
OA%
OA%
0.0%
4.000
4.500
0.5%
am
03%
0.0%
O.V%
0.0%
0.0%
0.0%
0.0%
0.0'%
0.V%
OA%
a.0%
4.51
5.000
0.7%
4A%
OA%
0.0%
00%
0.0%
am
4.Q%
00%
0.0%
OA%
0.0%
am
3.000
5.500
5.407
OA00
0.3%
1A%
0.0%
0.0%
35%
916%
0.1%
0.2%
0.0%
0.0%
OA%
0-0%
0.0%
0.0%
0.0%
DAL%
00%
0.0%
0.0%
0.0%
0.0%
9A%
0.0%
0.0%
0.1%
0.2%
8-09a
8-300
4,0%
4.1%
72.8%
OA%
O.s%
0.0%
01%
A%
6.500
7A1
223%
0.4%
31.9%
0.5%
03%
0.1%
1.4%
0.1%
0,0%
0.4'%
OA%
0.0%
1.1%
7.01
7.500
37.3%
0.6%
20.6%
4.4%
2.9%
1.0%
Cm
OA%
4.896
0.2%
0111
0.094
2.5%
7500
8-91
21 T%
0.3%
8.3%
0.1%
8.8%
2.1%
6,6%
4A4%
5795
1.7%
OA%
0.9%
6:1%
8.01
&am _
7.1%
0.i%
1.6%
0.0%
10A%
3A%
14.8%
1.0%
5.5%
3.0%
OA%
0.0%
7.5%
6.61
9A1
2.1%
0.016
OA%
4:0%
10.3%
3.3%
18.89E
1.3%
9.6%
5.2%
0-0%
0.0%
9.8%
RIM
9.500
0.7%
OA%
OA%
O.0%
15.0%
4.9%
21.8%
2.V%
21.2%
11A%
0.3%
0.0%
18.3%
9.51
10.000
0.Y%
0.0%
OA%
0.0%
34.3%
11.1%
273%
25%
34:1%
18.4%
8.1%
0.1%
32.1%
1010
10500
O:OF%
OA%
0.0%
OA%
12.7%
57%
0.6%
09%
20.1%
10A%
87.6%
08%
187%
10.500
11.000
0.0%
0.0%
0-0%
0.0%
1.7%
PA%
1.2%
0-1%
3.6%
1.9%
15.3%
0.2%
2.8%
11.14
11.61
0.0%
0.0%
0-0%
0.0%
0.2%
0.1%
0:d%
4A%
0.-
D.
2.6%
0.0%
0.5%
11.51
12.01
0.0%
0.0%
0.6%
0.0%
D.
OA%
0.2°6
O.V%
0.3%
0.2%
1.6%
0.0%
0.2%
12.01
28.01
0.5%
4.0%
0.0%
I 0.0%
Q.8%
0.3%
0.9%
0.1%
1.4%
0.0%
43%
0.0%
1.2%
gl,b. -j
100.0%
1 1.0%
1 1()4.0%
I 1.7%
I 100.0%
1 82.3%
1 100,0% 1
9A%
100.0% 1
53-9%
11A1%
1,2%
100.0%
4�
444�
I�
PHASE 11
f
PHASE
PROJECT BOUNDARY � - � � � � = � --- - � - SMALL ROAD
PL
Ziine 3
` f L
it �WI
Zone 1A e a�`�7 .r� k S ��i.. i 1:_� "# f * r �Gr i
f,`V �' .;Ei ! Y q..• l . T Lf *. f1 _ Z r 1 I I
1 e
Zone 1A Q
j� �` '{' �:- 4 -'�., + '� • -'� } I� �� l ply '�fr - *) 1 �!' a cin U
liipil
rn
1
Zone 1
1 � T
Zone 1
O ^ L -T- Nv -
11
carr
¢o
z
LU
IP
Ccz
J
i I
d
✓/I f � p � Q
% u)
r l a7C3
• a C
r`1 Q
-Jo � C�
�
° ¢ Z_
0� - L
06 LL
Q
Zone Q� 0
. * ' d ' J�1 0 1 `y • 1 ]� ai '�- -.'�R 3 uJ u7
Yom- rs �- -
�, j 4 • ,k
� PRC1J. NQ.: 1002
PHASE I
GRA.INN BY: RC
3 ia •e!'i!! �'
1 r
DATE: 4122115
PROJECT
s �
BOUNDARY SHEET:
1 4
t �
0 200AS I LTS C2.3
PHASE
SCALE IN FEET
I

11
AS -BUILT DATA
Minlmum Elavatbn Maximum Elevation
0.50 1.00
1.00 1.50
1.50 2.00
2.00 2.50
AS -BUILT DATA
Minimum Elevation Mammum Elevation
2.50 3.00
3.00 3.50
5:50 4.00
4.00 4.50
LQ 0
NO
° + 1' a
. Dr
0II 1 I . ,,4'12
z 1
r • 0 044�p ` DITCH f
TtiWfOF�,LIMITS
0'
4t !
�Q.
tiIRS-,
a38 l Iv '1 MATCI9 i h
<<� nXISTING
• f MAT, n r f GRADE
!-,EX NG c
GRA[ j r END TRANSITION
f r SEGINNIN G€ VA' LEY
LU r ax a `'c ri ST 60±
rt _ o J n 4•
�� 46
a� �'�'sa SIEE OPE n 53n.
� .� `� � TICAL -_ X9725
2 r,v3 _
J / SECTION #125
p QO i :` 1 _y STA: 3+80
7
EASTING `- MA'GCH
GRApEo
70-0 EXISTIP
GRAD
FILLED DITCH CL RF PRE)POSE13 � L
o' BREAM VALLEY • ' �g ' 1,
• 4►x g ? y�
. EXTEp. ED
�c�
70.5 6 �+ BERM TO D1MCH
R �•'';D6r , t PUCs JNSIDE.. H LIMITS r,irr�/E
S S6. % 10" !,r
r10 sW
h EXl
f r: rel/f*j 16 yA }9.
-
A-
0 9 4 84
LEGEND r
TRANSITION TO � w
OPERTY~� EXISTING GRADE
w r=
NE a 1.ua CONSTRUCTION ALIGNMENT ¢ a
o
FLOW ARROW 2
h EXISTING SURVEY SPOT
+� ELEVATION
U �
XI$TING DITCH EXISTING LIDAR ELEVATION
� Q
C O Aw
o,0Z9 3x(12.50 ; SPOT ELEVATION
12.I]0 * AS - BUILT SPOT GRADES
" . XISTII G DITCH
IE -IN 6.0
STA: 0+00
o •� o
'r
e
`BEGIN TRANSITION
STA: 0+1
tp•
NDEO
NO DI TCH.TOTIE:JN,SOLIAV
UG'##
' '4111111� w
A
8° +
r�
EXISTING DIT
(OFF SITE) AV
r vip.5 s��T r Q ia�. III,
AIL 1-0
Ar
s
o a
R
0"671 °� r<v ,�
Y r%r 7 EXIST`N*01TCHr'3a =Ilk { /
1"
AS -BUILT BATA AS -BUILT DATA AS -BUILT DATA
Mlnlmum Eleval on Maximum Elevallon Cola Mlnlmum Elevation Madmum Elevation Cala Knlmum Elevallon Maximum ElavaUan Coley
6.50 7.06 8.50 9.00 10.50 11.00
7.00 7.50 9.00 9.50 11.00 11.50
7.50 6.00 5A0 10.00 11.50 12.00
6.00 8.50 10.00 10.50 12.00 26.00 ■
T
I
r
A
-
AS -BUILT DATA - - -
Minimum Elavaiion Maximum Elava6an Ca
4.50
5..00
5.00
550
5.50
6.00
6.00
6.50
1"
AS -BUILT BATA AS -BUILT DATA AS -BUILT DATA
Mlnlmum Eleval on Maximum Elevallon Cola Mlnlmum Elevation Madmum Elevation Cala Knlmum Elevallon Maximum ElavaUan Coley
6.50 7.06 8.50 9.00 10.50 11.00
7.00 7.50 9.00 9.50 11.00 11.50
7.50 6.00 5A0 10.00 11.50 12.00
6.00 8.50 10.00 10.50 12.00 26.00 ■
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
LAI-
r
$I 1e
rvro+.t , � ro�nm r,ass�e*
r
x�
KEY MAP
D 50' 1w 159
SCALE IN FEET
AS -B U I LTS
0
z
� � Z
v �
O
F
CJ
u
�¢
LUd
O co
U
z
D
a
K
Com] f C1
2 z
g
o J
F
(n dLU
Lda
X[Lo
PR0.P. NQ.:. 1002
D1uwN Bx: RC
DATE 10120/14
SHEET:
51.1
I
r
A
6
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
LAI-
r
$I 1e
rvro+.t , � ro�nm r,ass�e*
r
x�
KEY MAP
D 50' 1w 159
SCALE IN FEET
AS -B U I LTS
0
z
� � Z
v �
O
F
CJ
u
�¢
LUd
O co
U
z
D
a
K
Com] f C1
2 z
g
o J
F
(n dLU
Lda
X[Lo
PR0.P. NQ.:. 1002
D1uwN Bx: RC
DATE 10120/14
SHEET:
51.1

i
,)a.. '.I V,
0 6
lu a
MATCH
z EXISTING
- % GRADE 1 U TCN
J "D I Q EXISTf_NG
GRADE' 4
*00
,MATCH
ISTING -// f fid i
GPhDE � , 6
4'
MAT`tEp1.
l r + EXISTIIY [;
,Ii RADE .:�M1�- o _ ," -.
I , _ff_"
0
CL OF PRE 019a p.
STREAM VALLEY
------------
LEEN❑ 1
f o
EiUSTI o r
MATCH
GRADE X01 f 1 - r •. 'SECTION #Zk 4'
o +�
STA: 9+07
o�� h X00 MATCH
YPICAL ; �p
10:1T 1 t� py. o EXISTINGAA
? IowlP!6GRADE
r '� y� •gs - � i o'
i x
0
Z5 /mag ..+' �^9,
fj
EXISTING 7 1a.fl s ?o w
•25 GRADE FILLED DITCH X61, 8j o� Yn
/ LWLI
rf �, <1 0 MATCH ~ -� _ 7 °
; 'EXISTING -
J Q}d �- ` °5 do -GRADE L550'
3 ti 15.
SECTION #23 C))u'
STA: 15+88
o D a
.a3 I
1
i I Q
h' ',eAMA
yA •g I j
F
Ar I
oil
o
� In �
u +
k1)1yrM'X5
Q wtiFILLED ISTINGDIT(H ©t �5fl [ f1JJ 4 + 59.5
h
S I if
C I / �f ► aIy .
5t?°
,,RT"RK
L 1 f it vs n n
O Q�'D 35 91
A
Irl..
AS -BUILT DATA AS -BUILT DATA A&RUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
Minimum Elwatiwi Maximum Elwabw Clew Minimum ElevaWn Maximum ElevsWo Cohan Minimum EWvaUon MoxMm Elevation Cala Minimum Elevation Maximum Elevation CoWr MMnlmurn Elerat W Maximum Elevetlwl COW Minimum aevatlan Maximum Elw&W
0.50 1.00 ■ 2.50 3.00 4.50 5.00 ■ 6.50 7.00 !9 8.50 9.00 10.56 11.00
1.00 1.50 390 3.50 . 5.00 5.50 7.00 7.50 . 9.00 9.50 11.00 41.50
1.50 7.00 3.50 4.00 5.50 6.00 7.50 6.00 9.50 10.00 ■ 11.50 12.00
2.00 2.50 4.90 4.50 6.00 650 8.00 850 16.00 10.50 12.00 26.00
a 1 o
0, al A
TRANSITION TO
�
II EXISTING GRADE
r
CONSTRUCTION ALIGNMENT
°' a
FLOW ARROW
o
y EXISTING, SURVEY SPOT
+� ELEVATION
$�
a EXISTING LIDAR ELEVATION
X12.50 PRSPSSE6 SPOT ELEVATION
12;nQ * AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
i
e,
'�y I
M
. , Jrp1r�1 �i - - wn,eersaxaawr
rram.z ` � aennl€s Tres s„�x
s�ruTM �
KEY MAP
0 50' 100' 150'
SCALE IN FEET
AS -B U 1 LTS
Z
a
Z
JD Q
LL
LU
m
CL
E
O
cuO
1JJ
LL
<n
a n Z
EL
Q
a cu J
a
0=a
<
W LL LLI
06 C)
i
CL on
t~/}
PR0.i. ND.: 1002
DRAWN BY: RC
GATE: 10122/14
SHEET;
S1.2

i
I
7'ST+AIG--�'
GRADE
,n
a
u'i
7x
♦ .9
I A c
OI
' ..--
All
a ` Q U: .�► p.
p1
c n ^StjE SLgR
SECTION #21
STA: 26 17
CL OF PRSP915IFE
STREAM VALLEY \ ; V 1
Mill
p
10 9
4
A• �•n l` 1
SillEXMSTING I'
(10: 1) FYP
40
f
i 'il° ORK64fuI
LL
CH
"Q
LEGEND
- s
1
TRANSITION TO
EXISTING GRADE
r
CONSTRUCTION ALIGNMENT
o u a
�a
FLOW ARROW
o
j
v'
y EXISTING SURVEY SPOT
OI
' ..--
All
a ` Q U: .�► p.
p1
c n ^StjE SLgR
SECTION #21
STA: 26 17
CL OF PRSP915IFE
STREAM VALLEY \ ; V 1
Mill
p
10 9
4
A• �•n l` 1
SillEXMSTING I'
(10: 1) FYP
40
f
i 'il° ORK64fuI
LL
CH
"Q
I
X_
SECTION #22
DITCH
I1
*q. I
5'1
+® ELEVATION
EXISTING LIDAR ELEVATION
X12.50 PRSPSSE6 SPOT ELEVATION
12;no * AS - BUILT SPOT GRADES
+,'RF" NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
} C1.2 WHEN CONFLICTING.
Yi.
KEY MAP
0 50' lOQ' 150'
SCALE IN FEET
AS -B U 1 LTS
MZo fl
z
J0 Q
LL
LULU
Y.� m
CL
E
a�iJ
�C/)
0 E
Ix Z)
LL (
LL
0)
a n Z
EL
Q
0 � J
a
0= 0
0-=Q
w' a w
2060
rXnC-0 }
PRO,i. ND.: 1002
DR4WN BY: R{.
DATE: 10122/14
SHEET:
S1.3
eal•
`
♦
\
AS -BUILT DATA
AS -BUILT DATA
AS -BUILT DATA
A -S -BUILT DATA
AS -BUILT DATA
AS -BUILT DATA
Mlranlum Elevation
Maximum Elavaben
Color
Minimum Elevatlml Maximlan Elevation
Calm
Minimum Ell Maximum EWvallon
Cala
Minimum Elevatlon Maximum Elevation
Color
MMnlmurn Eleratlon
Maximum EieveBen
Color
Minimum aevatlon
Maximum ElsueSal Color
0.50
1.00
■
2.50
3.00
4.50
5.00
■
5.50
7.0
8.50
9.00
10.56
11.0 _
1.00
1.50
390
3.50
.
5.00
5.50
7.0
7.50
.
9.0
9.50
11.00
41.50
12.00 ■
1.50
7.00
9.50 4.00 5.50 8.00 109
7.50 8.00
8.50 10.00
■
11.50
2.00
2.50
4913
4.50
6.0
650
8.00
8.50
10.00
10.50
12.00
26.0 ■
I
X_
SECTION #22
DITCH
I1
*q. I
5'1
+® ELEVATION
EXISTING LIDAR ELEVATION
X12.50 PRSPSSE6 SPOT ELEVATION
12;no * AS - BUILT SPOT GRADES
+,'RF" NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
} C1.2 WHEN CONFLICTING.
Yi.
KEY MAP
0 50' lOQ' 150'
SCALE IN FEET
AS -B U 1 LTS
MZo fl
z
J0 Q
LL
LULU
Y.� m
CL
E
a�iJ
�C/)
0 E
Ix Z)
LL (
LL
0)
a n Z
EL
Q
0 � J
a
0= 0
0-=Q
w' a w
2060
rXnC-0 }
PRO,i. ND.: 1002
DR4WN BY: R{.
DATE: 10122/14
SHEET:
S1.3

#�►- [ i a " " �'�,, � a.°41- ` 1' LEGEND
s.
-I,' TRANSITION TO
m "° �° + EXISTING GRADE r
a r*
SO'EARTH WORK ILCTS -- �� _ , r }
z �
6 CONSTRUCTION ALIGNMENT °' mIQ
w a
M
� ` � 1 V, � t � i � � � - ''I _ � rn r• � IA ,1` 1 � __ a �,..-- FLOW ARROW o
r 1 ` 1 1 . " vJ EXISTING SURVEY SPOT
" � ,fir h
' - � s, ` 5 + ELEVATION
���" # to 9 s r ' ► x o a'6� EXISTING LIDAR ELEVATION
E{yl c f _. ;,c 38(12.59) ^R^or^^oac^o SPLIT ELEVATION
r Rl1GT1ON BE TWE r 4 .
r,' 4 NU CONS STA. 44+68.65 1 0 AS -BUILT SPOT GRADES
i
T: 40+12.54 TO W47�
r
1, BoAP
v9
{ ' SECTION #17 t,,, s �•., , a. c
36+82
I-
p 1, r , �,� •`�' �w '�
SECTION #16
J ` , SECTION #14 1 T a" SECTION M i .:.
- �.WATC STA 36+99 : #
y , STA: 36+7218 a
ao 0 EXISTIN STA: 39+15 fi+' 1 - - _ 1 n •� s
GRAD I._ 6 1 ` '
r "' 4• ,�. aS - rl "► � ^7 ¢ � � �fi•UQY �§ - `+. `t „ -STA: 36 � ` _�, ,�, • '
9 s a'r ST& 40+-1 � � � � �, RAE)EVREB� � � � 1 n c ~ 2 a }, 4 M r
v' QI SECTION#13 q Z o" +n$
STA: 44+22 r' '47 'I �, - •04. _ ` o 6DE SLOE _.
9 .� ' ai 4
ti 4 w e w lad, " m l]1jFIC ++
j ' y
°�` -y1- qr- ��ha�' `- _ �•/ ._.. 1 ,(S11V w1i t kjX Viz, FAn " y�a. +p "° ©"��+1 �'.` mC07 �O �•-� -n°*S9.p ^° fix' - >i' ? or r
1 I
SECTION 919
p
�$4ST5Q
0,113- e v+ + a' y
OL OF PRv
'STREAMVAL �f
MAT
CHINEISTD G
s% lo3R' 45tQ TA3$+114SECTION 45+69.75 '.0D© 5 STA:37+15 l
a
t
p!f
111
9,. S vn o s 9.[Y�.. i, * �O .o.oali. .Y
+ ° \ `�BEGIN�yOWER GiIM ry° END 4Cl' WiOE • ^ 34+' - 0 3'+ °
s
C� �`
13-r �� SECTION #12 d\ a SWAMP RUN INVERT Ot VALLEY EBPaSFRkfC ICiI+ - " f c7 g 5 ,p F
i 5�\ ,: 1 1 B.S
STA46+77
oA 5
� } M , YA Lu
t(" � W qq 'J� AH �
O _ta. .r �.• ;' 4 `- , s ' ISTING
s c g, o �• r GRADE Ui
'b oO Alk
meq•• 1 +�.. �. } ah CAW
^'4 i
LU
s DITCH " w ♦.t yl ti
r[i:
j �
a E + RTHWOo' p Ij
• `1 _ - n RK LIMI
.off
rn a10.
TOM FILLED
��. EI, -EXISTING DITCH
bkBES
fop
CC
P� w
z t�
z
za
z
JD Q
LL
NOTE:
THIS LEGEND SUPERCEDES LEGEND DIV LU
C1.2 WHEN CONFLICTING.
y Q
mru E
0 cu
iJ
2
�C/)
o E
r, LL C7
I -0 Q
zC J
�: ` paenn€s Asn a cu a
_j
w"ruTM r 0
e
LL -_
X L LU
KEY MAP 2000
--
CL on CLfl t}
0 so 1w ISO,
SCALE IN FEET
PR0.i. ND.: 1'0412
DRAWN BY: RIC
DATE: 1 Q122114
SHEET:
AS -B U 1 LTS S1.4
I
A&�i
AS -BUILT DATA
AS -BUILT DATA
A& UILT DATA
AS -BUILT DATA
AS -BUILT
DATA
A"UILT DATA
Mlramum Elevatiwi
Maximum Eleva4:on
Clew
Minimum Eleval6al Maximwn Elevation Calm Mimnum Elevation Maximum Elevation
Cala
Mlnlmum Elevation Maximum Eleveflon
Calor
Minimum Etevatlon
Maximum Elevatlon
Color
MMnlmum aevatlan
Maximum Elw&W Color
0.50
1.0
■
2.50
3.0
0 4.50
5.00
0
6.50
7.0
!9
8.50
9.00
10.56
11.0 _
1.00
1.50
390
3.50
0 5.00
5.50
0
7.0
7.50
.
9.0
9.50
11.0
41.50
e 1.50
7.00
9.50
4.00
5.511
8.00
7.50
8.00
9.50
10.00
■
11.50
1290 ■
_ 2.00
2.50
490
4.50
6.0
6.50
8.0
8.50
10.00
10.50
12.00
26.0 ■
z t�
z
za
z
JD Q
LL
NOTE:
THIS LEGEND SUPERCEDES LEGEND DIV LU
C1.2 WHEN CONFLICTING.
y Q
mru E
0 cu
iJ
2
�C/)
o E
r, LL C7
I -0 Q
zC J
�: ` paenn€s Asn a cu a
_j
w"ruTM r 0
e
LL -_
X L LU
KEY MAP 2000
--
CL on CLfl t}
0 so 1w ISO,
SCALE IN FEET
PR0.i. ND.: 1'0412
DRAWN BY: RIC
DATE: 1 Q122114
SHEET:
AS -B U 1 LTS S1.4
I

11
A . 1 1' / , x , _ don Q. *icy.
ELEVATION
EXISTING LIDAR ELEVATION
X12.50 PROP66EB SPOT ELEVATION
AS -BUILT SPOT GRADES
50` WTHWORK LIMITS
F9
o': i.a bo 1 1
tv a e ry n ` SECTION #7y�
STA: 54+40C
co
��' SI r• h i rk w `� o
L SECTION #11 Xk� gEq �O6�w.��.�.
3 r . •" s' �� 4■ f 'ST& -53+25.61 p x (k
s n7fl - J - •` �� �,. �, v'cr f , ,
�•'• ' �` '{ � '�. �, ti,. Dry $� '+ � �'►
a , ,ro ra
i•
V a10
.'n,.SECTION #6 '1�f ti r1 >, *',,+c✓' ..Y'"'� ",,4 _ ta'` . P n y`�I� ><r''r '_p�I
fJ
STA: S 8
tEcATON 414 I �� i'` �� + Y �3 � � � �
fit*0&"",�,'
SECTION #10 47
k > �.' STA: 49+39 ' O
1 1 co Y : �y ^' s
•r \ 1 � �i g - -, �� T ° J - ;b 'F:. w+�. o o'_, , a s �F ,`'q1 1 1 lSECTI_ON 99
STA :52+01 J LL
7 7L
6.12 THIS LEGEND SUPEROEDES LEGEND N 9+oo m, $ C1.2 WHEN CONFLICTING.
ty ITS ----IPA qs
�,
STA: 60+02 1 ,m
it
0
STA: 59+50 op
FILLED A 1 r t, k
�n IG DITCH o gs
11 EXISTINGr,
kw -
m
I�
CL
E
O
cu
C/)
>-
tom]
1L
0)
a Z
EL
Q
a cu J
a
�_ja
v y m ` 1 KEY MAP 06 c')
x Q:
'y
ti Lu
FILLED _
Flr I .civ DITCH 1 �. a'. ��-\`„ 'O 4t. _ l '�' ` 1O p* r:• I` IL 'D 'n
�q U 1 _ 'L .� ., g 0 56' Iw y50'
50' EARTHWORK IIMkTS SCALE IN FEET
HMUF
- y. .� ., u _ . _ __ .... . __ '.�',+ ., �•- �i _ ; � �`L .�, - � �, � '� - _ - � PR0.f. no.: 10fl2
AS -BUILT DATA AS -BUILT DATA I AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
DRAWN Br: RC
I M®ximumElsv&W Cala DATE: 10123f14
11.00 SHEET:
4150 '� AS -B U I LTS S15
26.E ■
LEGEND
TRANSITION TO
�
EXISTING GRADE
r '°
+
Q ¢k'
y/- CONSTRUCTION ALIGNMENT00
.f— FLOW ARROW
o
f•.a •
• M
y EXISTING SURVEY SPOT
A . 1 1' / , x , _ don Q. *icy.
ELEVATION
EXISTING LIDAR ELEVATION
X12.50 PROP66EB SPOT ELEVATION
AS -BUILT SPOT GRADES
50` WTHWORK LIMITS
F9
o': i.a bo 1 1
tv a e ry n ` SECTION #7y�
STA: 54+40C
co
��' SI r• h i rk w `� o
L SECTION #11 Xk� gEq �O6�w.��.�.
3 r . •" s' �� 4■ f 'ST& -53+25.61 p x (k
s n7fl - J - •` �� �,. �, v'cr f , ,
�•'• ' �` '{ � '�. �, ti,. Dry $� '+ � �'►
a , ,ro ra
i•
V a10
.'n,.SECTION #6 '1�f ti r1 >, *',,+c✓' ..Y'"'� ",,4 _ ta'` . P n y`�I� ><r''r '_p�I
fJ
STA: S 8
tEcATON 414 I �� i'` �� + Y �3 � � � �
fit*0&"",�,'
SECTION #10 47
k > �.' STA: 49+39 ' O
1 1 co Y : �y ^' s
•r \ 1 � �i g - -, �� T ° J - ;b 'F:. w+�. o o'_, , a s �F ,`'q1 1 1 lSECTI_ON 99
STA :52+01 J LL
7 7L
6.12 THIS LEGEND SUPEROEDES LEGEND N 9+oo m, $ C1.2 WHEN CONFLICTING.
ty ITS ----IPA qs
�,
STA: 60+02 1 ,m
it
0
STA: 59+50 op
FILLED A 1 r t, k
�n IG DITCH o gs
11 EXISTINGr,
kw -
m
I�
CL
E
O
cu
C/)
>-
tom]
1L
0)
a Z
EL
Q
a cu J
a
�_ja
v y m ` 1 KEY MAP 06 c')
x Q:
'y
ti Lu
FILLED _
Flr I .civ DITCH 1 �. a'. ��-\`„ 'O 4t. _ l '�' ` 1O p* r:• I` IL 'D 'n
�q U 1 _ 'L .� ., g 0 56' Iw y50'
50' EARTHWORK IIMkTS SCALE IN FEET
HMUF
- y. .� ., u _ . _ __ .... . __ '.�',+ ., �•- �i _ ; � �`L .�, - � �, � '� - _ - � PR0.f. no.: 10fl2
AS -BUILT DATA AS -BUILT DATA I AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
DRAWN Br: RC
I M®ximumElsv&W Cala DATE: 10123f14
11.00 SHEET:
4150 '� AS -B U I LTS S15
26.E ■

- f .1 (
I�Y
Aptv Nf�p I nT El V
l(L07 _5
ol
411 ol
"PAR - %
1EXISTING F
TOP OF BANK )ITCH
Z7,
qlj!R&�SERM T -5�' RIK
0
EESHEE 5.5)
T C
9.2 ST�EAM VALLEY COUTFALL
.,----(SEE SHEET C3.1)
Air
ECTION #3
01,
AV TA: 65+48
8) (SEE SHEET C5.5)
ST��A,26.657 -
V
fSE6TION#1
STA, 70+39
J -
v
c 4�
ci�+00'
U
Q0.
8 00
\S
TA
col 00 64+00.48
STA: 69+12,0��
SECTION #2
STA: 68+04
0 elk*.
E SHEET C5.5)
YV
5.75 -IF (SEE SHEET C5-4)
EE SHEET C5_4).
INTERVAL coNotvir
EE S
cl
E S�T
K 5 73 It
p EXISTING D7CH
8-oo
PROPOSED BERNT N
c In
7-4
SHEET C5.4) E SHEET C 5 .4)
HER!:"
V
AS-81-PILT DATA ASSUILTOATA ASBUIM DAIA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
MINMUM EWwa5W MUMMUM ElavabW Wor Minimum Elavabw MaximKon EWabw Colm Minimum Elevation M"tmum Elevation Cotor Minimum Elevailon Maximum Elevation CoW Minimum avawo Maximum Elo"tion cow Minimum Elawatiori Maximum EW&W
0_51) 1.00 250 3.00 0 4.50 5.00 0 6.50 7.00 8.50 900 1050 11.00
1-00 1.50 3_01) 350 0 5100 5.50 0 7.00 750 9.00 950 11 -Do $1,50
g1lo 1000 11-50 12.00
�ej 1-50 2.00 3.50 4.0a 5.W 600 1109 7.50 azo
.J
2_01) 2.50 4�013 4,50 6.00 650 8.00 850 IG,00 10.50 12.DO 26.00
ELEVATION
EXIST I N G LIDAR E LEVAT 10 N
01Z50 PR8P99rr9 SPOT ELEVATION
CffM 4� AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERGEDES LEGEND ON
C1,2 WHEN CONFLICTING -
J
KEY MAP
z L)
z
0
�z
0 Q�
LIJ
CL
E
0
w U)
E
:3
L 0
L
u)
z
w
�,U <
IL C
z _j
0
� _j CL
0= 0
<LU
fr LL LLJ
0
w IW 150 -
SCALE IN FEET
DFiAwN By- RC
DATE: 1115114
SHEET:
AS-BUILTS S1.6
LEGEND
TRANSITION TO
XISTING GRADE
CONSTRUCTION ALIGNMENT
FLOW ARROW
EXISTING SURVEY SPOT
ELEVATION
EXIST I N G LIDAR E LEVAT 10 N
01Z50 PR8P99rr9 SPOT ELEVATION
CffM 4� AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERGEDES LEGEND ON
C1,2 WHEN CONFLICTING -
J
KEY MAP
z L)
z
0
�z
0 Q�
LIJ
CL
E
0
w U)
E
:3
L 0
L
u)
z
w
�,U <
IL C
z _j
0
� _j CL
0= 0
<LU
fr LL LLJ
0
w IW 150 -
SCALE IN FEET
DFiAwN By- RC
DATE: 1115114
SHEET:
AS-BUILTS S1.6

9901111111101-fSEIT5 SHEET C5 47 9'++00.00 (S j" IEET C5 $t+60.00 (SEE SHEET G5.5) 7 88+40:00 (SEE SHEET C5.5J 89 r;G:Gti] SEE SHEET C5.5) 7 r a
f f S.R. 1002 ALIGNMENT PROJECT BOUNDARY
_ 87+00 88+00 89+00 90+00 9"104
C
EXISTING 156" CLOP f if EXIS:]ING 48" Ch!✓
- - 40.0. _ - --- - -6.54° �� - - iu.t>: it r, -r -- _ _ --��_. _ _ TOP CF�AWL-
-5.80' f f R};G EAST y, EXISTING -�
_ 1Q.B' -`' _ - TOE OF DITCH TOE OF DITCH S. I�
.���' _ �� _ �---------------''� �----------_----------- - 4 --• - -- --- ---- . >Qfl R{SERI
I'(-CENTERLINE OF BERM �- _ „do- --D _ _ _ �J,rr - 4
�tVALLEY OUTFALL
RT 99 ATION 8 +2
x - -
U Awl.
M
s r p a 9+I $4 90+10
'
-INTERVALLEY CONNECTOR t
Elf BERM
s
t 0 � ' �t-0 5-50 s� END STREAM AUGNMENT s T RIFFLE RIFFLE 4 STA: _!
86+b0
'W28-28 28.28 f RIFFLE 1ST RIFFLE 2_ F1._. (- -
u MATCH EXISTIrNG GRADE j 71+41.7'8
88+60 0 89+10.00 89+60.04 90+10.00
c r 4 36 r G' P MATCH EXISTIN
ENAIRLINE O
t ¢ EY OUTFALL 4 O
raA•�� ALIGNMENT
PRePOSE0 SPILLWAY
(PYRAMATTURF
REINFORCEMENT)
PROPOSED DITCH CROSSING
(p 57 STONE)
r aOPOSEB RIP RAP
( 5" - 12" CLASS B )
a
_ PRGP88EBFTOP OF BERM
PROPOSED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
..*DITCH FILL
PROPOSED FLOW ARROW
■., PRBPEI5EBSLOPE ARROW
$h EXISTING SURVEY SPOT
* ELEVATION
- 6�s EXISTINGLIDAR ELEVATION
s
012.50 PREWISS•EE) SPOT ELEVATION
12.00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
AS -BUILT DATA
Minimum Elevellon
Maximum Navallon Color
9.50
1.00 ■
1.00
1.50 E
1.50
2.00
2.00
2-59
AS -BUILT DATA
Minimum Elevation
Maximum Elevation CoWr
2.50
7190
3.00
3.50 ■
3.50
4.OD
a.W
a.69
AS -BUILT DATA
Minimum ElavatWn
Maklmum Elevation
Cola
4..50
5.00
CJI
5.00
5.50
° ?
5.59
6.00
6-0
6.50
0 (jr}
(SEE SHEET C3.1A)
FOR STREAM VALLEY
OUTFALL PROFILE
AS -BUILT DATA
Minimum Elevation
Maximum Elevation
Color
5.59
7.00
CJI
7.90
7.50
° ?
7.50
&00
6.90
8.54
0 (jr}
AS -BUILT DATA
Minimum EWvaw
Maximum EWvaum
Color
0.59
8.00
E
s.9a
s.5o
° ?
8.50
10.00
19.0
10.50
0 (jr}
a
33,
-- rt
t +
STREAK! VAI,*EY
END $TATId( i.
r y
_ 91+00
T -3
ItsR g
N
t
E >➢�t�
AA_ 12 z
I�
N(mi eI U Uf lij
PARKING LOT EL
RIFFLE 5 STA: a I f
90+60100 I I
v
z
b
LL
�¢
LU
�M
3EY°I',-
31�S ?
CL
J
2000
J
w i
° ?
LL
{17
�
0 (jr}
a
0
60,
U_ (�0
SCALE IN FEET
PRD). ND.: i 002
AS -BUILT DATA
a
Ld
J
c
WN BY: RC
Minimum Elev thea Maximum Elevation
a M
J
0_
o
o??
DATE: 1115114
59.50 11.90
w - LL
[C LL
LLQ
KEY MAP
2000
w i
0 (jr}
0 20' 49'
60,
SCALE IN FEET
PRD). ND.: i 002
AS -BUILT DATA
WN BY: RC
Minimum Elev thea Maximum Elevation
CDWr
DATE: 1115114
59.50 11.90
11.00 11.69
■
SHEET:
11.50 1200
AS -B U I LTS
C3.1
1240 28:00
0,

3k
a
n iy uw a
aax
v a
2 Z
0
STREAM VALLEY OUTFALL
PROFILE (STA. 88+20 - 90+70) SCALE: 1"=10' HORIZ., 1"=1'VERT.
s�
8
8
m
EXISTING GRADE
�- _
�� `��
Q a
+ AS -BUILT BENCH GRADE {LEFT)
4
`fv
E aj tS
1)
l
/ - _ -- ---�
�,�
%-
�� ff - ��
-- �V!
u
baaH1
6
c"y
cow -
`
`
r
^�
6
co
PROPOSED
F"
u)© LL -
BENCH
I
K .D.O{7 Y°
GRADE
Q:
_y --
C(j a
STA: 88+66.53
i.DA9; o-
STA:
90+65.53
4
0.0.41 _
.(P_FGC)-EL7_500
a
P C
(PFGC)
{
L. 3 QO-
E 4
0,00°
STAN 89+15.53 = --- --
(PFGC) EL: 4.50
o
cq
,. o
f
vas STA: 89+65.53
�o
RIFFLE 1
!
0A0°/o (PFGC) EL: 4.00
¢i 0
STA: 88+fi9.$5
RIFFLE -•,`
�00["Co�
STA:
(PFGC)
90+15.53
EL: 3.5D
aQ-
J
E IL: 2.07 BOD (L)
STA: 88+69.7
STA 89+1841
STA: 89+26.56 -
EL: 2.37 BOD (L) RIFFLE 4
yrEL:
°
EL:
2.063 BOD (R
E!
2.613 FO ID f,Y�]
RIFFLE 3 `� STA: 89+71.40
�
� EL: 0.67 BOD (L)
T
AS -BUILT BOD GRADE (LEFT)
5
� `ti°
(L)
0
AS -BUILT BOD GRA E (RIGHT)
STA, 89-7 t 1 STA 90+21.49
D
EL 0 864 BCU F" EL: 0.1 BOD (R)
J LL
0
D
LL
EXISTING GRADE
m
PROPOSED BENCH GRADE
m
EXISITiNG - PROPOSED_
0; 82
-1.22
-0.98.
-1.37
-2.40
-2.69 33 -2.47 -
-3.06
-4.35,
LL
AS -BUILT BENCH GRADE LEFT
�__-- '
SO o
[p
cV .
�
r -
"
O'?
m
fl. a
.--2
o r `tr � o
s[7'a'+ CV � 0) m �m
a
`
`�v'
to a
oD
sal N
"
iL3�
'CL
J
PROPOSED BENCH GRADE
an
ori"
6
via
•a'
�r i" I+f"
r�"
i"
r>"'
J
AS -BUILT - PROPOSED
0.66
0.29
0.29
0.38
0.27
0.28 0.22 0.13 0.09
0.09
0.33
0.52
CC cu
Q
AS -BUILT BENCH GF:.
o
-
N
O
LL
PROPOSED BENCH GRADE
"
4
4
4
4 .4
z
AS -BUILT- PROPOSED
Q.62
0.45
045
Q2
0. 1
0.41 0 4 0.43 0.39 -
0.37
0 31
u)
AS -BUILT BOD GRADE (LEFT)
r`q
a•
N
v ::
w �
o
r�_.
qio c a+:v
- -
cz -`
o
pa
tt
a,o
C]
si
PROPOSED BOD GRADE
$ '
'67
�"
cv ,
Nom " cw nF
W
_
o
AS -BUILT - PROPOSED
01
4
-...:
-0-28
0.09
-0-20 -0.39 0.37 0 1
0,75
0.q9
-0.06
° ca
AS -BUILT BOD GRADE (RIGHT)
a
t
:�;0
N
=
co r
w
dt o azo e;i 3 a
oD..-
`-
..o
�'- a
LIJ
PROPOSED BOD GRADE
"��
;"
ti�
ri" ) N nrN�
n.
vN
J
AS -BUILT -PROPOSED
-0.11
-
-0.24
6 -04 1
7
a c
J
O
88+20.00
88+40.00
88+60.00
88+80.00
89+00.00
89+20.00
89+40-00 89+60-00 89+80.00 90+W00
90+20.00
90+40.D0
90+60.00 90+70.00
m
J
W� Q
W
�[L0 �f}
PROFILE LEGEND
EXISTING GRADE -
PRQJ. NQ.: 1402
PROPOSED BENCH GRADE
Dwamv BY: RC
"ROPOSED BOD GRADE
DATE: 1115114
AS -BUILT BENCH (LEFT OF ALIGNMENT)
SHEET:
AS -BUILT BOTTOM OF DITCH (LEFT OF ALIGNMENT)
AS-�
I LTS
AS -BUILT BOTTOM OF DITCH (RIGHT OF ALIGNMENT)
".1

--- PReP6SEB FLOW ARROW
I~- PRBP95EBSLOPE ARROW
MmdPROPOSED
MAJOR PLUG
(LENGTH =100')
-PRBPBSEB MINOR PLUG
(LENGTH = 50')
PRBPE)GEBPIPE AND
RIPRAP
$h EXISTING SURVEY SPOT
ELEVATION
pia EXISTING LIDAR ELEVATION
X12.50 PROPeSEE?SPOT ELEVATION
12.00 # AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
LEGEND
6.00 � - -I�-
1
F R@P6SEB SPILLWAY
J
(PYRAMAT TURF
(S.R. 1002 ALIGNMENT) 82+60 82+80
REINFORCEMENT)
)I}
PRePeSEB DITCH CROSSING
(,157 STONE)
F'RBP6SEBRIP RAP
(5"-12" CLASS B)
0
PROP$SEB TOP OF BERM
17
PROPOSED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
F� 47
zz ZI
PRB1`65EE)DITCH FILL
--- PReP6SEB FLOW ARROW
I~- PRBP95EBSLOPE ARROW
MmdPROPOSED
MAJOR PLUG
(LENGTH =100')
-PRBPBSEB MINOR PLUG
(LENGTH = 50')
PRBPE)GEBPIPE AND
RIPRAP
$h EXISTING SURVEY SPOT
ELEVATION
pia EXISTING LIDAR ELEVATION
X12.50 PROPeSEE?SPOT ELEVATION
12.00 # AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
KEY MAP
BA+OO.fJO F§E SHEET C5.4} -
+00
�w
971
rz�
86+00
z s
- Ip -
��
6.00 � - -I�-
1
- I -F F
J •
- --START STA: 82+58.25
(S.R. 1002 ALIGNMENT) 82+60 82+80
83+00 83+20
)I}
SP R7 u 11 I'll, SL
�
17
STREAM ALIGNMENT
F� 47
zz ZI
- PROJECT BOUNDARY
.I, 17 16 19
a BEAVTES THIS SHEET
I, i3 14 1.
PHASE 1
..
A_ PHASES
1,f1
--4- 1
w
EXISTING
KEY MAP
BA+OO.fJO F§E SHEET C5.4} -
+00
�w
971
rz�
86+00
z s
- Ip -
INTERVALLEY COM
ow
ip
0 20' 40' 60'
SCALE IN FEET 1 [
AS -'B U I LTS
8
fi
4
2
82
83+a*p0.
r.4µ.
t
MAI
�- �9 Q5,-
8.87 -----�
CONSTRUCT BERM pf
„o MATCH EXISTING GRADE
1 I��� 5.73 T��+-1 I 4 p I 5.75 & -+► - IH �'� r +f 5.50
1 s9
F
Sam
83+40 83+60 83+80 84+00 84+20 84+40 84+60 d4+80 85+00 1,85+20 85+40 85+60 85+80 86+00 86+8 28.28
s, � }S
+ MATCH EXISTING GRADE
i+
r PO ED BERM LA . 'o '6+00.00 (SEE SHEET C5.4) �>
85+00.00 (
SEE SHEET C5A) STA: 69+12.06
SWEET C5.41 STREAM ALIGNMENT
g4+00 0 NTERIl . CONNECTOR
.HET � (SEES iD3.2j
INTERVALLEY CONNECTOR PROFILE (STA. 52+50 - $8+40) SCALE. 1"=10' HQRIZ., 1"=1' VERT.
N
��
6.00 � - -I�-
1
- I -F F
J •
- --START STA: 82+58.25
(S.R. 1002 ALIGNMENT) 82+60 82+80
83+00 83+20
INTERVALLEY COM
ow
ip
0 20' 40' 60'
SCALE IN FEET 1 [
AS -'B U I LTS
8
fi
4
2
82
83+a*p0.
r.4µ.
t
MAI
�- �9 Q5,-
8.87 -----�
CONSTRUCT BERM pf
„o MATCH EXISTING GRADE
1 I��� 5.73 T��+-1 I 4 p I 5.75 & -+► - IH �'� r +f 5.50
1 s9
F
Sam
83+40 83+60 83+80 84+00 84+20 84+40 84+60 d4+80 85+00 1,85+20 85+40 85+60 85+80 86+00 86+8 28.28
s, � }S
+ MATCH EXISTING GRADE
i+
r PO ED BERM LA . 'o '6+00.00 (SEE SHEET C5.4) �>
85+00.00 (
SEE SHEET C5A) STA: 69+12.06
SWEET C5.41 STREAM ALIGNMENT
g4+00 0 NTERIl . CONNECTOR
.HET � (SEES iD3.2j
INTERVALLEY CONNECTOR PROFILE (STA. 52+50 - $8+40) SCALE. 1"=10' HQRIZ., 1"=1' VERT.
N
�
p{7
N s
1,f1
--4- 1
w
EXISTING
d v�
m
fr
-GRADE
n
+ w
co
LL
.1L
\ _
7T
AS -BUILT GRADE
IN LIERT
10
8
6
4
2
EXISTING GRADE ELEVATION AS -BUILT ELEVATION
G7 G, .0 061 R d t- 'f.�U7. - - fid' 1'--W7 -q �' �"r fD (D -
a? N 71� Ol;a, f`�O ^ 61 07 I� rA n�P N'T W 1L1' m �a':. Imo. V. f+ ID m iR f N I� N�I�-
In 1. calun Ld:Ln tow 1:lm v7 r r �: n ui w u7 n ui 1a Ln con m Lo co Lo to Lo ole u� s
0.37 -0.54 1.01 -0.32 -1.24 -1.85 -0.88 -1.00 -0.55 -0.83 -0.70 -0.72 -0.84 -0.75 -0.48 -0.49 -1.00 -0.980.37 1.01 -0.32 -1.24 -1.65 -0.88 -0.55 -0.83 -0.70 -0.72 -0.84 -0.75 0.49 -0.49 -0.98 -0.044
7EB
Z2� V
Z
a
�O Q
LL
Q
�m
C
X0ro F-
O ?:cj) U
Z
a E Z
L rR
U
y
IL
o J
Jo Q
0
>
W
x LL
2060 LWL
W r
C O z
U7 0
PR0,1. No, 1002
DRAWN BY: RC
DATE: 1012114
SHEET:
x`3.2

f TeFl LIN E `- See Pet C4 4[� s N d o''
b o
�,y I
(SEE SHEET C5.1) n gra'
a
$
a o
e } FILLED
' I - a1 nvs �'_'' ^.. ly, 'r�,, pf " •' `F'tt•£aCISTI 43 DITCH
Rrq R01 EA61 56E
!y, 1 .00 - - (SEE SHEET C51) -
9 21,:
1Q 1
BERM Pb
:F9 EXISTING
X 0
s 1 1 6 �
n I
o K a
I
• . { (SEE SHEET C5.1)
{ .,.EXISTING BERM
50' EARTHWORK LIMITS -- ) `
\ l�
4�3CING
DIT
H m,
l f EXISTING S -R. 1002 RICH & BERM TO REMAIN h V
00 1" :O4'�* I
cp 120
00
t y -y
6 % ` 1►`
rFILLED$Q
1b 1p 5.0
'g V
46: c �, CONSTRUCT 100' g h
}�e; tl, j ar ROADSIDC DITCH PLLI
F I r rr L° I` ' at ! (FUTUR w I
CONSTRUCT 50' 99 11 �� .
FIELD DITCH PLUG EXISTING ROADSIDE n h 4 V
AS -BUILT DATA A"UILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
3 Mnlmum Elevation Maximum Eleve*w Color 10"rmon Elevation Maximum Elevation Color Minimum EW;aUw Maximum EIIIIII f Color Mlninwm Elevation Maximum EWmtIon Calor Mlnlmurn Elevation Maximum ElevaWn Color Minimum Elevallon Muxlmum Elevation Co4w
' 0.50 1.00 0 2.50 3.60 0 4.50 5.00 6.50 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 9.00 9.50 11.00 11.50
1.50 2.00 . 3.50 4.00 5.50 8.00 ■ 7.5R 8.00 9.50 10.00 ■ 11.50 12:00
Ai
2.00 2.50 4.0D 4.50 fi.D6 6.50 B.flO 8.50 _ 1 10.00 10.50 12.00 26:00
DI
LEGEND]
^"SSP€LLWAY
(PYRAMAT TURF w r
REINFORCEMENT) T z
-� PRBPeGE&DITCH CROSSING z z
(# 57 STONE)
r- PR9P@SES RIP RAP
nar n RD 41
1'
1 1 c, I 4' (FUTURE) �h
,+
h DITCH
1 m
PROPOSED W ROCK PAD
'J
r��
�R43PBSEBDITCH FILL
1�
RISER OIAMt �» 3
TM16: P
p
(.
1 ` � R'' 1 ®� G�
(r 1
R� PRBP9SEBSLOPE ARROW
y II
-•
1
p Fs
`. • tie
`s _
A+�Qi
Um
��•'- '�' "�_-�--.. _
153
F{ y - ���• � - � ��
� rQ''-��'S �- -�'t
• �
-
,
Sl A• � 1 N O6
_ �� �.
�
tit
{ _ _
iy
�A,
µ' _ _ _ -�'. -' c� ., 9-s-- 3310 �-r,•, �i� - �,.©g-
_
`�"�pg - _ -
e
3
I ,-
+
fv a•F]ELD DITCH PL
--
EXISTING 100' _
S RITC G
TN R
AS -BUILT DATA A"UILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
3 Mnlmum Elevation Maximum Eleve*w Color 10"rmon Elevation Maximum Elevation Color Minimum EW;aUw Maximum EIIIIII f Color Mlninwm Elevation Maximum EWmtIon Calor Mlnlmurn Elevation Maximum ElevaWn Color Minimum Elevallon Muxlmum Elevation Co4w
' 0.50 1.00 0 2.50 3.60 0 4.50 5.00 6.50 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 9.00 9.50 11.00 11.50
1.50 2.00 . 3.50 4.00 5.50 8.00 ■ 7.5R 8.00 9.50 10.00 ■ 11.50 12:00
Ai
2.00 2.50 4.0D 4.50 fi.D6 6.50 B.flO 8.50 _ 1 10.00 10.50 12.00 26:00
DI
LEGEND]
^"SSP€LLWAY
(PYRAMAT TURF w r
REINFORCEMENT) T z
-� PRBPeGE&DITCH CROSSING z z
(# 57 STONE)
r- PR9P@SES RIP RAP
(LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
�3 EXISTING SURVEY SPOT
ELEVATION
0 EXISTING LIDAR ELEVATION
012.50 FIReFesEB SPOT ELEVATION
12.00 AS - BUILT SPOT GRADES 2 Q
y NOTE: F Z. fl a
THIS LEGEND SUPERCEDES LEGEND ON p
C1.2 WHEN CONFLICTING.
LL LLo_
� ca
f •� � 4
i } f Q
E 0
1 ! r� rax 105 a
100 ruz 0 .re
s6 i OO ?: co
0g _ $0 a7 C; B5 B6 S7 8B M W
fig- • 69 7VI 1 7 i 5 _75_ ill- ` ``
EXISTIN ROAI E � a �r r��
DITCH
LL
STREAM ALIGNMENT
S i •Tg 77 - - - -PROJECT 86VADARY !� -0
22
EL
DENOTES THIS SHEET Q
PHASE 7 F
- - PNASE3 ;< O
co p
LL
KEY MAP g D�
�Ei® C7
D w 1w 150
SCALE IN FEET
T DRAM BY: RIC
DATE: 10/15114
SHEET:
AS -B U I LTS 04.35
I
t
(5'-12" CLASSB)
_ PREIP6S,)TOP OF BERM
P,'�
PROPOSED W ROCK PAD
'J
( LARGE SIZE MINE REJECTS)
�R43PBSEBDITCH FILL
r- PROPE)SEB•FLOW ARROW
R� PRBP9SEBSLOPE ARROW
PROPOSED
MAJOR PLUG
(LENGTH =100')
PRBPOSEB MINOR PLUG
(LENGTH = 50')
PRSPeSEB PIPE AND
RIPRAP
�3 EXISTING SURVEY SPOT
ELEVATION
0 EXISTING LIDAR ELEVATION
012.50 FIReFesEB SPOT ELEVATION
12.00 AS - BUILT SPOT GRADES 2 Q
y NOTE: F Z. fl a
THIS LEGEND SUPERCEDES LEGEND ON p
C1.2 WHEN CONFLICTING.
LL LLo_
� ca
f •� � 4
i } f Q
E 0
1 ! r� rax 105 a
100 ruz 0 .re
s6 i OO ?: co
0g _ $0 a7 C; B5 B6 S7 8B M W
fig- • 69 7VI 1 7 i 5 _75_ ill- ` ``
EXISTIN ROAI E � a �r r��
DITCH
LL
STREAM ALIGNMENT
S i •Tg 77 - - - -PROJECT 86VADARY !� -0
22
EL
DENOTES THIS SHEET Q
PHASE 7 F
- - PNASE3 ;< O
co p
LL
KEY MAP g D�
�Ei® C7
D w 1w 150
SCALE IN FEET
T DRAM BY: RIC
DATE: 10/15114
SHEET:
AS -B U I LTS 04.35
I

ROAUSID7
s's
•
L� V
C torr
-As PIG D1
:Fp MA G FXISTIN 0,
h} ,...
qL
D �
.p S
f0 50 EARTAORK LIMITS
1 I 9
qs
­ f�s' 'p
.
+~
C7" T..
r FILLED } h n p •`
E`XISTINGDITCH
� h}
9 BAYCITY NO } }13+10.67 J to
0 ALIGNMENT f '
k '
IRCI
a:1
4 11
►y � q.c
AS -BUILT DATA
f
PRE)P65EH SPILLWAY
N
Minimum Elevation Maximum Elevation
Color
0.50 1.00
Color
I -DO 1.50
3.00
1.50 2.00
.
200 2.50
. 80 u
AS -BUILT DATA
f
PRE)P65EH SPILLWAY
N
I (PYRAMAT TURF
Minimum Elevalion
Maximum Elevation
Color
2.50
3.00
■
3 -OD
3.50
. 80 u
3.50
4.00
4.00
4,50
LEGEND
f
PRE)P65EH SPILLWAY
N
I (PYRAMAT TURF
REINFORCEMENT)
z
!oa
FREW65EB DITCH CROSSING
z
z 2
(# 67 STONE)
M U 6 96 5i
t
PR6P65E8RIP RAP
. 80 u
(5"-12' CLASS B)
�DTOP OFBERM
l PROPOSED 8" ROCK PAD
I( LARGE SIZE MINE REJECTS)
PRv^I=IDGEcDITCH FILL
}--- FReP86EB FLOW ARROW
PRE3P6SEB SLOPE ARROW
PROPOSED
` MAJOR PLUG
_ (LENGTH = 100')
T� D rROPOSEMINOR PLUG
(LENGTH
IRSP'E)SE5 PIPE AND
RIPRAP
EXISTING SURVEY SPOT
ELEVATION
-- -- ----- -
N Un
I
�� - _ - - - - - r 10.:;10.36 X 1 t ]t� 10.78 `?'J
9.75 bP 10.3C 4 D.5 @5 tG.S ff 1 M
�yq.�c EXISTING 100'1
" 5 4.t
.I�i'�ITING 100: ' } " v._ EXI�IWIG ROADSIQ
{{ o - ROADSIDE DITCH UG
DITCH PLUG �!D 1 H �. 10§ ,a
h 101.5 9 1° f
of - {{
- \ -\` 'L 1
MATCH LANE - e _84eet C4.3I��'JSE j) 4 h 20+2x.71
7HA1 1
AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
Minimum Elevation Maximum Elevation CWor Minimum Elevalion Maximum Elevation CWor Mlnlmum Elevation Maximum Elevation Color Minimum Elevallon Maximum Elevation Color
4.50 5.00 . 6.50 700 6.50 9.00 . 10.50 11.00
n�a EXISTING LIDAR ELEVATION
X12.50 Rfi8P93E13SPOT ELEVATION
AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
KEY MAP
D 50' 1w 1%r
SCALE IN FEET
5.00 5.50 7.00 1.50 9.00 9.50 11.00 19.50 A S- B U I L T S
5.50 6.00 7.50 8.D0 9.50 10.00 ■ 11.50 12.D0 ■
6.00 6.50 6.00 8.50 10.00 10-50 12.00 26.00
0
M Z
�0 Z Q
�Q o Z
'o
�<
0
E
0
U_ co
�W�/
� YL
a
a::3Z
O V Z)
LL
z
Q
a �CC
0 c G
0_ O
0
X LL
w?a �
06C)
CL
D �1
U) m cn
PROJ. ND.:1002
GuwN I": RC
DATE 10116/14
SHEET
C4r36
fro vo-�
M U 6 96 5i
. 80 u
83 & I85 B6 87 98
-'40
.
15
77
STREAM ALIGNMENT
PROJECT BOUNDARY
}
18 r
0 DEMOTES THIS SHEET
CHASE I
I
® PHASE3
KEY MAP
D 50' 1w 1%r
SCALE IN FEET
5.00 5.50 7.00 1.50 9.00 9.50 11.00 19.50 A S- B U I L T S
5.50 6.00 7.50 8.D0 9.50 10.00 ■ 11.50 12.D0 ■
6.00 6.50 6.00 8.50 10.00 10-50 12.00 26.00
0
M Z
�0 Z Q
�Q o Z
'o
�<
0
E
0
U_ co
�W�/
� YL
a
a::3Z
O V Z)
LL
z
Q
a �CC
0 c G
0_ O
0
X LL
w?a �
06C)
CL
D �1
U) m cn
PROJ. ND.:1002
GuwN I": RC
DATE 10116/14
SHEET
C4r36

=Y 1
9R
a
1 Sit
I PA
I
�fGc�
'i1
O f.•
rw.
I
r
I
4r =`• 1 i 4 ' LEGEND
• .I
PR =SP€LLWAY
(PYRAMAT TURF w r
REINFORCEMENT) M z6
m a a=
`• ` j S fRBP6SEB DITCH CROSSING z z
(# 67 STONE)
< R9P@SEERIP RAP
50'E h
AS-BUELT DATA •-. A"UILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
Mnlmum ElaveHon Maximum Elavetion Color M"m on Elevation Maximum Elevation Colas Minimum ElevaFkn Maximum Elevation Color MlnWMM Elevation Maximum Elevation Calor Mlnlmum Elmlion Maximum Elevation Color MlnIimum Elavtion Muxlm rn El.,e COIN
' 0.50 1.06 0 2.50 3.60 0 4.50 5.00 0 6.50 7.00 8.50 9.06 10.50 11.00
1.00 1.56 3.00 3.50 0 5.00 5.50 0 7.00 7.50 9.00 9.50 11.00 11.50
1.50 2.06 . 3.50 4.00 5.50 6.00 ■ 7.56 8.00 9.50 10.00 ■ 11.50 12:06
2.00 2.50 4.00 4.50 6.00 6.50 8.01) 8.50 _ 10.00 1050 12.00 26:06
1 1 0 (5'-12" CLASS B)
PREIPeSE$TOF OF BERM
i'
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
PRE) eSEB DITCH FILL
f'ROP'6SEBFLOW ARROW
TS,
PR9PE)S€BSLOPE ARROW
�. y I
PROPOSED
i I MAJOR PLUG
(LENGTH =100')
- 1l
PRBPA5EB MINOR PLUG
{FILLED}�� (LENGTH = 50')
DITCHiPRSPBSEB PIPE AND
y 1 r RIPRAP
t I $h EXISTING SURVEY SPOT
i ELEVATION
RI:
�` • OAF EXISTING LIDAR ELEVATION
`
X 12.50 'PRE)FeSEBSPOT ELEVATION
`12,00 AS - BUILT SPOT GRADES 2 Q
Y 0
NOTE: F� O a
THIS LEGEND SUPERCEDES LEGEND ON p
} C1.2 WHEN CONFLICTING. © Z
0
r � m
.�11-33+60-00
c
10.7
Q
0
O
U co
2 L�u
� � YL
a
�Z3Z
LL
00 Z)
z�
a.
a
o
0
MLU
} 1 KEY MAP g DtS
e l lEL
D so' 1w 150'
33+04.31 fl "-33+60.00
} } SCALE IN FEET
10 24 9.9 PRQJ. NO, 1()02
DRk" BY: RC
DATE: 1017 6174
SHEET:
AS -B U I LTS 04.37

0"
OPI
"A
Lo 01
Ms
A EXISTING ROADSIDE
DITCH
1b 6p
15•00'g5'25
op
1j.AYCiT
-10.73
EX' TING ROADSIDE
DITCH .. im
a
?
-s� m?�.50' EAR7.
0~a• 01"Jillsw
LEGEND
PRSPeSES SPILLWAY
as I (PYRAMAT TURF
REINFORCEMENT)
PROPeGE9 DITCH CROSSING 2 Z
__J (# 67 STONE)
PRE)PE)SEE) RIP RAP
(5'-12" CLASS B)
PRePeGEO TOP or BERM
PROPOSED WROCK PAD
(LARGE SIZE MINE REJECTS)
rFRePesEB DITCH FILL /
PROPE)SE9 FLOW ARROW
PRE)P95E19 SLOPE ARROW
PROPOSED
MAJOR PLUG
(LENGTH =100')
T
PRePOSED MINOR PLUG
Q1 (LENGTH = 50')
PRSPeSEB PIPE AND
Lill RIPRAP
I- < LLI 3 EXISTING SURVEY SPOT
[z
ELEVATION
_J
X 0 uiOma
EXISTING LIDAR ELEVATION
Uj
FILLED 0C q z
NG DITCH
m X`32.50 _"BSPOT ELEVATION
FiL6 EXISTIZ
AS - BUILT SPOT GRADES ;i w Z <
Ai0
Nf O'EARTHWORALIMITSTHIS LEGEND SUPERCEDES LEGEND ON c:)
0 z
G1_2 WHEN CONFLICTING. -1
OL 7 jz--L
LOL 0
LU
Lu ca
'pq
All
A
CL
0 ,E 0
xm
co
Lu
E
Z3z
00 Z)
LL
,y)
Z
!�
a.
0
tr
LU
LL
KEY MAP
JEL
jw,- 1 0 Go 100'cn CIO,
33+60.00 F
m m mp mm MR, m Eli 09! m 0
SCALE IN FEET
MATCH LIN 4ee & f, E'vl) Ar a
9.90 E
AS -BUILT DATAAS-BUILT DATA AS -BUILT DATA AS -BUILT DATA AS- -BUILT DATA AS -BUILT DATA DRAWN By RC
Mrklrnum Elevation Maximum Elove*w color MiMnMen Elevation Maximum Elevation Color Minimum EW;aUw Maximum Ekwalion Color M[nWMM Elevathn MaXIMUM Elm aton COW Mlnlmurn Elmlion Maximum Elevation Color MInWUM E[MWn Maximum El.,e COW DATE: 7/1
050 1.00■ 3.00 ■ 450 5.00 ■ 6.50 7.00 ■ 8.50 900 ■ 1050 11.00 SHEET:
1.00 1.50 ■ 3,03 3.50 E 5.50 ■ 7.00 7.50 ■ 9.00 950 11.00 11.50 AS-BUILTS q �. 3J8
1.50 2.001 1 Im 3.50 4.00 IN 5.56 6.60 ■ 7_50 8.00 9.50 10.06 ■ 11.60 12.00 ■
2-00 2.50 1 4.00 4.50 fi.06 6.50 8_00 850 10.00 1050 12.00 26-06 ■

LEGEND
lawM
WA _ES SPILLWAY Z
� (PYRAMAT TURF r r
10.0CtiDF op II h ;" t� -- -- __... REINFORCEMENT) w r= g
- � (PR9P9EFE&DITCH GRASSING z z
1
. 57 STONE n
A05
f'
;� J r? �, ry+� � �ya �r R9P9Fl
SERIP RAP
11-0 -v , • �P} \ ,i, •,. Q ► + ' • (5"-12" GLASS B) 8 m
76.5 t
0� aw flT _ f5R@PeGEO TOP OF BERM _ 5
p � �
` m
a�9 ` ° s h I S
°5 + � � � . ,,,�'' PROPOSED ROCK PAD ��1 o
1� i o 8" � .1�° ^ 1 (LARGE SIZE MINE REJECTS) 8 g m n
EAST PRQP �[ EXISTING DITCH S s
pL1�9"pyME ` (OFF SITE) � i ,
fl� ^. ♦S t G b t / PR6PBSEB DITCH FILL
sc °h 1 IST1 1L (:. �f E LL
ti
t - PR9PE)SEB FLOW ARROW
rgiaa�LLLLz
O
'N.Va
I— fR9P95EE35LdPE ARROW IE
I�:(f
PROPOSED
.5 rrl J . " MAJOR PLUG
tir �r lD 7i kil,(Jf! q (LENGTH = 100') _
*. I 44
/ I! I EXISTING AITCH -z �
".� TREES Tl K EMAIN o rrcor r7 MINOR PLUG -
• 1° a '� rV tea? w Q��'ECf. J 4V�■ "` (LENGTH= 50')
q • �% JI tii' f ePE)SES PIPE AND
. ; o if J(i �it RIPRAP
=Ed
qti°ti ti s ,� ° I 1/ J/l�f a` , . By EXISTING SURVEY SPOT
u tia5 a cl, r 1° ° ♦ J rr / ` , T ELEVATION
Q;a C JJ q "
d p 5 o a q a 4� b< l f! a a '�� quo- EXISTING LIDAR ELEVATION
• to r1.0 o? P y a o \a w�a A!i , r y, 92.50 :SPOT ELEVATION z
ell
i
r f2=0 AS - BUILT SPOT GRADES 46
Q
q,�, c • NOTE: °v O --�
EAST PRO`
THIS LEGEND SUPERCEDES LEGEND ON
ALIGNMENC1.2 WHEN CONFLICTING.
0 O�RT
�. . _ h� / �rlfIr , vs. /' LU
qI_
a. 0.5~ 1fl5
01
No, iv
ry
" J •r
0)
cl , J fJ d{ ( drr o
°. !
ON
Abo
0, 11:0 ,
♦+ - y y, J
1,.0 l
,
40
Q
©c o
U (n
rr�h w�y/
O
o_
Z
LL [�
U)
IL
IL IL
oiF5 �
l -._J Q
0_ o
wZ)a u)
{ r fi w i
f ♦ 9~ o° at V ht ,► KEY MAR ¢ O
o O ' � R l ! , !! •�� • • 1f � i� ' W >-
MOB- Oft..
_, D' rDU 159
A%
e - ' i ,�� - 5 f - - O� 9 f'�ii�•• d' / SCALE IN FEET
i
AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS-BUILTOATA AS-BUILTDATA AS -BUILT DATA cFAWN BY: RC
Minimum ElevaW Maximum ElovaW Calor Minimum Eley Maximum Elvwa5w Cola Minimum Elevation Maximum Elaralbn Cola Minimum Elevation Maximum Elevallon Color Mlnlmum Elevallon Maximum Eleva Wn Color MlnImum Elevallon Maximum Ele'rallan Co1w DATE 10/17/14
' 0.50 1.60 ■ 2.50 3.60 ■ 4.50 5.601 ■ 6.50 7.00 ■ 8.50 9-06 ■ 10.50 11.00 SS'HEE_ET.
1.00 1.50 ■ 3.00 3.50 ■ 5.00 5.50 ■ TOD 7.50 ■ 9.00 9.56 11.00 11.50 � A S - B U I L T S V 4 . 39
1.50 Zoo ■ 3.50 4.00 ■ 5.50 B.GD ® r15R 8.00 9.50 76.66 ■ 11.56 12:00Aii
■
2.D0 2.50 4.00 4.50 6.00 6.50 8.OD 8.50 _ 1 10.00 10.50 12.00 26 -DD ■

I
VIM f
LEGEND
-rR 4,£,'
- VL ,,.6e4 t `'k.52 ^r � 0.II � x�V 'S9
-w sw NOW 10dWE �� �4 E r, 10. E P..E)PE)S ) SPILLWAY
LO
(PYRAMAT TURF ,- r
I
REINFORCEMENT)
I ^�'
i • p 's , s �`a 5 4) w PREWeSE&DITCH CROSSING
#(SEE SHEET C53) (# 57 STONE)
RR9P@SEERIP RAP
n + (5--12" CLASS B)
- a o U i 1
• ^� :- v ` m ' PRAP6SEBTO? OF BERM
'H 1 1 �I J �o PROPOSED W ROCK PAD
- "FILLED { �° - ( LARGE SIZE MINE REJECTS)
` � C +�
'P'R43PBSEBDITCH FILL
SIBE
1 0 t m. <' + t- #'ROP6SE9FLOW ARROW
i I II Q
I I I, 6a ;� PRE)POSEBSLOPE ARROW
co
l PROPOSED
II1� MAJOR PLUG
b 1 EXPANDED 6EfxPwf tt w a
(LENGTH =100')
4i,1 6 m x' g, PRBP85EB MINOR PLUG
6 n I _ _ LENGTH = 50'
{SEE SHEET C5. r 5 , Q tt , w d�. ^.
") 1 p s i�RSPBSE@ PIPE AND
1 RIPRAP
1 I f
- A I r'5Y'0' EIARaTHWti ORK LIMITS
09
l1
�v. II
x q0
EXISTING S
URVEY SPOT
ELEVATION
i� DITCH �'V0'0' EXISTING LIDAR ELEVATION
(SEE SHEEC5.2)
X12.50 SPOT ELEVATION u z
AS - BUILT SPOT GRADES Z <
felt.- - 6 ` , 1` ; m , ' NATE: F �°M10 fl a
THIS LEGEND SUPERCEDES LEGEND ON � O
S.R. 1Qp2 �++_^' a N�:.gl' i 1 i V C1.2 WHEN CONFLICTING. J 0
e I tt 1SEE SHEET C5.2) ymom_ ? IL O
ALIGNMENT -1 f I LL
O
a„ 00 , {i�ry..ca
l• �'w -31� ¢u 4 ter.
C _ t..in -
1 {
a II 1 (SEE SH
� Z T ^ v }�, dry.7-0
i4 3' a e =sr19
AA1. 7cl
a
17�7v
s rn o, 5 ng y 01
a
FIt 7;C,
At
1 (SEE SHEET C52)
x , ,.5 x
CL
O
O
L7co
z L�U
~ � YL
r�z
LL
0 L,: Z)
z nI
g Lf�
IL �CC
O G
O�0
co
LU
' I y ' a ai p o, rr m {{ V �s m '� KEY MAP 06 O 2
I~�° (�
iT r
�, - �'• � � to m �
(SEE SHEET c , 1) :..;� - l i/'� , 6 6n 1w 15o
:�.�. r Y •L' �..0 _� �.r 4. p .1 SCALE IN FEET
�• V 'I I lye)
LH'4L V E_ fu' Met C4.,-4, y s c��' v �, PRo I. NQ.: 14f}2
A"UILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA. DRAWN 0Y- RC
3 Minlmum 0evelW6 Maximum Eleve*W Cola M"mlen Elevation Mammum Elevation Calor Minimum Elevation Maximus. ElavaliM Color Mlnlmum ElevatWn Maximum EWmWn Cda' Mlnlmum Elevation Maximum Elevation Cala Minimum MevatW Mulmum Elevation Cobor DATE: 10/17114
' 0.50 1.06 ■ 2.50 3.00 ■ 4.50 5.00 ■ 6.50 7.170 ■ 8..50 9.00 ■ 10.50 11.00 SHEET:
1.00 1.50 ■ 3.00 3.50 ■ 5.00 550 ■ 7.60 7.50 ■ 9.00 9.50 11.00 11.50' A S - U I L T S q4.40
kj 1.50 2.00 ■ 3.50 4.60 ■ 5.56 8.00 7.56 8.06 5A0 10.06 ■ 11.50 12.00' ■
y 2.00 2.50 4.00 4,50 6.00 6.50 8.00 8.56 10.00 10.50 12.00 26.00 ■

LEGEND
z � _____
a m -� =SPILLWAY
LO
12
� 6- �.� , c _.: _ • . - � - � PY%tAMAT TURF ,- r
�r
n v 190 q9 ° REINFORCEMENT) m z
4 _
FI� � p•$ �9 .6s f{#IREW6SE&QITCH CROSSING
57 STONE)
R.
t a c�ii
a
r �y ,,t• uy4* i +. 1 6 „`� s• h fi� 0- �kY ti �' r 4 - _
,1 r- r I '"� I . �, ,JR - ��„, :•`3 ,h� p+� e` ^ $� * g,J `-y4v'1 r1 Ihy \ Q� r -y a *~*�� i i of:"
may_ {{ �, i''9P9SER P RAP
m d h$ 0'j.. �, 9 $h� �r.
+ ` o ° h � e {5„_12" CLASS B)
« .
6.p I , ! G e +^.r i g +'be *1q v �a *vb.
EjE
�R9P6sSiE$TOPOF BERM
10
PROPOSED W ROCK PAD
(LARGE SIZE MINE REJECTS)
a� r �, i �®` ' 6� Y. -. • gT a1b i i S � RRBPeSEB DITCH FILL
z'{ - ` � � _ - ','i � t,.- uh �l'r'• h two
f'R9PeSEB FLOW ARROW
FILLED
ITC,Fjrl . $i riy y V
I: EX1 r.. n
fRBP65EB SLOPE ARROW
°$
h r �. r - - - - -- 1 Y p o �1 a wl - i / 11 �yti`� I' �jy PROPOSED
a�... - l 1 I 1 - ,'� _ o + a �° °!7' ..-`;+� ••.} 1� :.I FILLED .fir,. -=Ed MAJOR PLUG
M ,,y FILE (LENGTH =100'}
,, I
(9
b° ° .o' �! f �. f l 2� PrcoPv^JEc7 MINOR PLUG
r
c:
(LENGTH • �: I�} � LE - 50
.`;_0 RBPE)SEE PIPE AND
i a I
E'. + O'. -
�ryti a RIPRAP
Vi +0 m 1 Y V u/r C ri n _ r° !e f °v� IIGP� y V �3 EXISTING SURVEY SPOT
`` I
k a i 4 $ -` a i • •' ""' { ° ELEVATION
u'. .
ID : m tJ e ~ + rf s I' I u • rn ma EXISTING LIDAR ELEVATION
y 50' EARTHWORK LIMITS 1 °
i n ` 1
AAQi ' ' zf x12 50 +��-r.SPOT ELEVATION z ' z(aAS - BUILT SPOT GRADES 04 zwzHWORKLI-ITS s NOTE: , b
• � -- . ,.5.5� os 1 Al I ' a '� 4 ' ;,` ' i% THIS LEGEND SUPERCEQES LEGEND ON � qJ
yy d C1.2 WHEN CONFLICTING. 0 z
a 1 V ~ �g4 ry
ii yy o
do
_ I 1 `� yam'• 'v`4 - �r v' ' l � 4.a 1r
a
©c o
U (n
rr�h w�y/
D
a
LL
2 I.f.
IL
IL
o Cis
�J Q
O_ o
`` w?¢ U3
J i{ o ■. I ; cc
KEY MAP O
01
SCALE IN FEET
A"LI€LT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS-FIUILT DATA. DRA99N By RC
Mnlmum ElevSWO Maximum Elevation Color M anon Elevation Maximum Elevation Calor Minimum Elevation MaxiMm ElevaNaa Color Mlnlmum EWVathn Maximum EWMWn COW Mlnlmum Elevation I Maximum Elevation Color Minimum Eievalian Maximum Elu stw Cow DATE 10/17/14
0.50 1.00 ■ 2.50 3.60 ■ 4.50 5.00 ■ 6.50 7.06 ■ 8.50 9.00 ■ 10.50 11.00 I I I SHEET.
1.00 1.50 ■ 3.00 3.50 ■ 5.00 5.50 ■ 7.00 7.50 ■ 9.00 9.50 11.00 11.50. . - B V ! L T C4.0
1.50 2.00 ■ 3.50 4.00 ■ 5.50 s.00 �I 7'.50 s.00 $.50 10.00 ■ 11.50 12.00 ■
2.00 2.50 4.00 4,50 6.00 8.50 8.00 8.50 10.00 10.50 12.00 26.00 ■

I' r
� wit� 6 it mw�
'eIn
1
IL
a► r; I i
Tia '�,,,.. ♦ � _- ' 1b � V 1 � rt
9
- Tg. ay, og
B a• nq *apti7 yy$ �s asa9 9y $q7 ° 1 1 m h a 1
�c_ ♦ i
•��` .� c�-Y �� I �A
• f 04
ik � • � r
r
STREAM
ALIGNMENT
AS -BUILT DATA
-PROJECT
PR9P ISSEB SPILLWAY
11.00
Minimum Elevatbn Maximum Elevation
Color
0.50 I.00
■
1.00 1.50
e,
1.50 2.00
.
2.00 2.50
AS -BUILT LATA
-PROJECT
PR9P ISSEB SPILLWAY
11.00
N
Minimum Elevation
Maximum Elevation
Calor
2.50
3.00
.
3.00
3.50
3.50
4.00
4.00
4.50
AS -BUILT DATA
Minimum Elevation Maximum Elevation Color
4.50 5.00 .
5.00 5.50
5.50 8.00
5.00 6.50
AS -BUILT DATA
Minimum Elevation Maximum Elevalion Calor
5.59 7.00
7.00 7.50
7.50 8.00
6.00 8.50
_ ttow
kpi
11
FILLE[7
iI H I
I
0c) 16,
50' EARTHWORK LIMITS '0A
LEGEND
-PROJECT
PR9P ISSEB SPILLWAY
11.00
N
(PYRAMAT TURF
PHASE i
12.00
REINFORCEMENT)I
12.00
? z
z
oaf
P
ROPHSED DITCH CROSSING
[ ` z z
1 {# 57 STONE)
F - f'R29P96EE) RIP RAP
-
(5"-17 CLASS B)
P€ OP@S$TOP OF BERM
PROPOSED 8' ROCK PAD
t LARGE SIZE MINE REJECTS)
r� PRBPeSEB DITCH FILL
r- PR9PE)SEB FLOW ARROW
PRBPE)SEBSLOPE ARROW
PROPOSED
MAJOR PLUG
=Ed (LENGTH= 100')
1 PRBPOSED MINOR PLUG
- (LENGTH = 50')
PR@P6SE@ PIPE AND
RIPRAP
$h EXISTING SURVEY SPOT
ELEVATION
0ljo- EXISTING LIDAR ELEVATION
X12.50 i'R9P®5E6 SPOT ELEVATION
1,2,00 # AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
- STREAMALIGNMENT
-PROJECT
B47UNOARY
11.00
DENOTES THIS SHEET
-
PHASE i
12.00
PHASE 3
KEY MAP
Z
ti J
D O Z
u.
:3m
CL Of
Q M
¢U) LU
LU
a
a
�:3 Z
o (D
co
I f�
g� a
a
<
O
y Q ")
o �
IL
W c
O
80' IGO 557
��,� • - SCALE IN FEET
..Ari.
3
AS -BUILT DATA
Minimum Elevation Maximum EI®nation Color
8.50 9.00
9.00 9.50
$.50 10.00 I ■
10.00 10.50
AS -BUILT DATA
Minimum Elevatlon Maximum Elenalion Cofer
10.50
11.00
11.00
11.50
11.50
12.00
■
12.00
26.00
DRAWN BY: RC
DATE 10/20/14
SHEET
AS -B U I LTS q4.42

+
AS -BUILT DATA
AS -BUILT DATA
M"muin Elava4an M"mum Elevebw Color
2.50
Minlmum ElevsWo Maximum Elevation
Color
0.50 1.00
■
1.00 1.50
■
1.50 2.00
■
2.00 2.50
4.50
,4
ON
{{ � v s r
r I {IIL
1
cam wy' T E` �, fi3LLEi7` + .
f } {7 Dr
c7 g y.: FlL� Ee#6iNG U11 CH 4}
q 8 �
_pd EA6
FI LEP I 1 . s * r 9.9 `,' { }
:. GR 446
_....=PSYCH 1 } r �� s ;� �`' }I
} { A' a -; 7°s err` - } }=
0,4
4,pf� +! II o N
kq
50,FARTHWORK LIMITS
50 EAR K LIMITS
`��
1
g
a �a,
�� � l ,l, •� � , ��'
A"UILT DATA
AS -BUILT DATA
M"muin Elava4an M"mum Elevebw Color
2.50
3.60
■
3.00
3.50
■
3.50
4.00
■
4.'06
4.50
L- (# 57 STONE)
,4
ON
{{ � v s r
r I {IIL
1
cam wy' T E` �, fi3LLEi7` + .
f } {7 Dr
c7 g y.: FlL� Ee#6iNG U11 CH 4}
q 8 �
_pd EA6
FI LEP I 1 . s * r 9.9 `,' { }
:. GR 446
_....=PSYCH 1 } r �� s ;� �`' }I
} { A' a -; 7°s err` - } }=
0,4
4,pf� +! II o N
kq
50,FARTHWORK LIMITS
50 EAR K LIMITS
`��
1
g
a �a,
�� � l ,l, •� � , ��'
A"UILT DATA
LEGEND
a os.
Minimum Elevation Maximum Elmvadan I
Color
4.50 5.00
■
5.00 550
■
5.50 6.00
�I
6.0D 6.50
■
AS -BUILT DATA
LEGEND
a os.
Minimum Elevation Maximum Elevation
Cola
6.50 7.170
■
7.00 7.50
■
7.50 0.00
■
8.00 8.56
■
A"UILT DATA
LEGEND
a os.
Mlnlmum Elevation Maximum Elevation
Cola
8.50 9.00
■
9.00 9.50
■
5A0 10.00
■
10.00 10.50
■
AS -BUILT DATA.
LEGEND
a os.
Minimum Elevstlon Maximum ElevaUw
Cobs
10.50 11.00
;° r
11.00 11.50
■
11.50 12.00
■
12.00 26.00
■
L_
LEGEND
a os.
PRE)PeSES SPILLWAY
(PYRAMAT TURF
;° r
REINFORCEMENT)
T z
_ 81 82
m oax
(T PRBP6fi✓EB DITCH CROSSING
L- (# 57 STONE)
lP r- fPRE)P@SEERIP RAP
-aa
(5--12- CLASS B )
� PR@P6SEETOP OF BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
PRAP65EBDITCH FILL
- PRE)PE)SEBFLOW ARROW
I— PREIPOSEBSLOPE ARROW
PROPOSED
MAJOR PLUG
=Ed (LENGTH =100')
-PRBPOSEB MINOR PLUG
(LENGTH = S0')
PRSPeSEB PIPE AND
RIPRAP
*�h EXISTING SURVEY SPOT
ELEVATION
,'bEXISTING LIDAR ELEVATION
X12.$0 FRBP@SEBSPOT ELEVATION
72.0(? # AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
KEY MAP
0 60' 100- 15o,
SCALE IN FEET
AS -B U I LTS
0
r
Zcr '
_5 _j
0
�o © Z
LL
�LU
�m
Q
O E 0
OCO
X CO W
a
3 z
U. r n Z)
z�
ILIL
-Q
0= Q
co
X LL
W = �
�CL
0 rn
s rn V
PRQ,1. NQ.: 1t}02
I7liAYJN Br: RC
DATE: 10/17114
l/S�'HEE_ETT:
V ] r f(A�
3
a os.
_ 81 82
&3 Ilatl
'ffi 67 89
6c
-aa
STREAM ALIGNMENT
r'
-PROJECTHOUNDARY
El
DENOTES THIS SHEET
I IL
PHASE 7
y
PHASE 3
KEY MAP
0 60' 100- 15o,
SCALE IN FEET
AS -B U I LTS
0
r
Zcr '
_5 _j
0
�o © Z
LL
�LU
�m
Q
O E 0
OCO
X CO W
a
3 z
U. r n Z)
z�
ILIL
-Q
0= Q
co
X LL
W = �
�CL
0 rn
s rn V
PRQ,1. NQ.: 1t}02
I7liAYJN Br: RC
DATE: 10/17114
l/S�'HEE_ETT:
V ] r f(A�
3

I, > o 111111r I` lrUU L I I it C -L' ' .,
MATCH LINE 'See Sheet C4.56 ;q= , a{° a9 -N r
- t M *04' MMS M M M� M70 MMS I'lm P; { � M� '`Cww j � 6
o
LLIED
G Dl TCH
O
FILE
t h o10}i y
f
neo t • 10.5 `r,
I M�9 1
� �- �� Vie. ► � ���•_ ��'i � � � ai . 4� n ,�, � �p'�,�y 'Q'`S as 4 �
f I Q l
"IDS I
p�
-lop rk
• � �`� O � d�9, 10.5 � �' �� � � 4 � } } 1 ., r.
I It
f f
10.5 +-i, a�
� f
e,p '.lw
o „yD •© 44 6 r o 0 4 ay I q
166 r
F DI
9F Sal
I o
O0
0 y r
w I FILLED °
a: } I1y Ii
-EXIStIN& DITCCP
AP
6p W ARTHWC(PtK LI OITS
Qy�1e �,' �, ," 4 4 I o
g _ s*op ,21.
a a
o2.2 `
fJ 1 1 4 I
C'lk, If r� �■ yy S d �,
II �- ll X11.
AS-BUELT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA
Mnlmum Elevation Maximum Elevetian Color MiMmwn Elevation Maximum Elevubm Color Minimum Elevalian Maximum ElevaQal Color Mlninwm EleVation Maximum EWAtIon COWS Mlnlmum Elevation Maximum Elevaden Color Mlnlmum Elevallon Muxlmurn EWOm
0.50 1.06 0 2.56 3.60 0 4.50 5.001 0 6.50 7.00 8.50 9.00 10.50 11.00
1.00 1.56 3.00 3.50 0 5.00 5.50 0 790 7.50 9.60 9.50 11.00 11.56
1.50 2.00 . 3.50 4.00 5.50 8.00 ■ 7.50 8.00 9.50 10.00 ■ 11.50 12:00
2.00 2.50 4.OD 4.50 6_0D 6.50 8.01) 8.50 1 16.00 10.50 12.00 26:06
LEGEND]
PR ESPILLWAY
Ift (PYRAMAT TURF w r
z'o� REINFORCEMENT} w T, z
'�► au ��---+pt'� � am
PRBPBSE&DITCH CROSSING z z
(# 57 STONE)
�ERIP RAP
' -
1'p'gi
(5--12" CLASS B)
= 50')
PRAPeSEBTOP OF BERM
,(LENGTH
�. 0
°
t
PROPOSED W ROCK PAD
SIZE MINE REJECTS)
PRSPBSE@ PIPE AND
( LARGE
1XIVIN,4tITCH
PRaPBSEBDITCH FILL
RIPRAP
EXISTING SURVEY SPOT
o
PRBPBSEBFLOW ARROW
'
PRE)P6SEBSLOPE ARROW
r
i1
PROPOSED
E=d MAJOR PLUG
(LENGTH =100')
I �
'
p
..a.
PRBPOSEB MINOR PLUG
1'p'gi
= 50')
OP€RTY 1_
,(LENGTH
Eo
PRSPBSE@ PIPE AND
1XIVIN,4tITCH
RIPRAP
EXISTING SURVEY SPOT
ELEVATION
0�' EXISTING LIDAR ELEVATION
O,p
�c12.50B5POT ELEVATION
_- --
1
..a.
c7
z
Z
12.00 AS - BUILT SPOT GRADES
Q
1
�
NOTE:
0
F fl
MZ
ti?
THIS LEGEND SUPERCEDES LEGEND ON
p
co
C1.2 WHEN CONFLICTING.
u
O
Q1
'
*L-
rker
LU
Q c2
oc o
OLO
z W
aE 7
Z) z
a Z)
z MY
IL
Z
c
�J° <
co
' KEY MAP g 06
4 = F
�EL0' in.
n Q 6n 1w 15o' w = rn V
is NJ
SCALE IN FEET
PRt]J. NQ.: 11}02
f
DFMM BY: RC
DATE: 10120174
SHEET:
AS -B U I LTS 04.44

4 A,TCH LINt � e S. �
so �
All
ll
s.
' IS
LEGEND
T -- REWSSEB SPILLWAY
_ (PYRAMAT TURF
_•:4= - - REINFORCEMENT)
A
w w
z'
_--� - a
f'R6P@6
SEDITCH GROSSING p = z
{# 57 STONE} °
I - - ym f �
I 2 -�� v 6ERh7 - i.+r �r wnlYn .r I 1 i+06 bo (E -E)
B1'9
t t fRSE6RlS RAP
XISTfN +-
•}ES.00(E-E) =
GRA E `e, { 5" -12" CLASS B )
' a r7.
f'. • � r v . a. � � - . ? �I ,�+ � �- f`RBP9SEE) TOP QF BERM
1
00 SEE SHEET C5,5) PROPOSED fir! * PROPOSED 8" ROCK PAD
I44!'T 1; STREAM VALLEY OUTFALL ? . �� = r. (LARGE SIZE MINE REJECTS)
(SEE SHEET C3.1) 1
PRISPBSE$ DITCH FILL
s
. �� e:s¢ ��•. m r ` ! ° BITCH i'R9P95EBFLOW ARROW
_�I
00
Iti �+a c v,
PR6P6SEBSLOPE ARROW
(SEE SHEET C5. r,
PROPOSED
N �,k• .,'' y �. _ �IS y
fo .
hqa cin ST �7 ' 4'1 �f,$ � • ` , o ., MAJOR PLUG
IJ ° (LENGTH = 100')
t
SHET s°q ��a�" xaw Y DC7"
CI��+ p ^PRE)P^eSEB MINOR PLUG
I¢ _ {LENGTH = 50'}
�� � ' -�. � •')`"rye � � $'L1b� o o`` � � � ' � .r ♦ "� I
E CS.b} , Pf2F3PBSE9 PIPE AND
41
STA: 664
67� yii fix+ m o RIPRAP
15
EXISTING SURVEY SPOT
ELEVATION
S'fA: 69+12.0&` ? qx \\ x© p? �a
Qh j �� C% 'R q4 ,.s © EXISTING LIDAR ELEVATION
h' i r " ,•` `a x© ❑ X12.50 PRBPBSEB SPOT ELEVATION Z
(SEE SHEET C5.4) - A f I X5.50 o s' 4 ,` r_" ^ a• ++' M �Z�{{
% b.Q•` y ¢ P ,_" y x$ �✓d�Gv^ 12.04 AS - BUILT SPOT GRADES Z �L
J i r$i o� 7�ra NOTE: S3
THIS LEGEND SUPERCEDES LEGEND ON p
t` C1.2 WHEN CONFLICTING, J C
an
LU
"';EXISTING DITCH - 100 ` `r ,a nti • - ' / 03 r
+
4 SIr 64+00.4 8 _ `+i
0-
O c 0
W�y
� � LL
Q
a.z
LL
Z U) khh6
a. I. L
o cz
- o
LU Q U?
<,
(SEE SHEET C54) rX LL
♦ 4 r1 KEY MAP 06 _
w `y
,S)
,.
t ,�' -meg C3
cAM n �' n �.5-
OAi
imi mot
o
1111111111111101
1 i i� 0 v02-10
r �lh aSCALE IN FEETs
o ,ocr ,sa
PROf. NO.: 104Z"N
_eS1 y lwk.
ah. YISTNG DITCH + (SEE SHEET C5.4) O,
Q
INTERVALLEY CONNECT SEE SHEET 03.2) !'
;F
8.04
r.
' I ly1'' .54,E
I � 4)
, 1
(SEE SHEET 5.4) - !„�t
1
I s w
;PERM
•' � 1 r a � �'a I a� Y
1 n
70
!u SV I=ARTH*RK LIMITS
( I � - I =i aAtl' � P► '� ';s �r n ^ r. ,� D r 1 I :•� ,. � n .. lls�_ .. ,
AS -BUILT DATA A -S -BUILT DATA AS-8UIL_ LIMA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA DRAWN BY RC
MVamum EWMW Maximum Elevs4on Clow Mlrlimum Elmliwl Maximum ElovaWn Color MI Mmlm ElevaUan Moximum EWvelion Cala Mlnlmum Elavatlon Maximum Efevelion Calor fAnlmum Eleratlorl Maximum Elevation Color Wnlmum E7e++etlan Maximum EIw&W Color RATE: 10C201i4
0.50 1.0 ■ 2.50 3.00 ■ 4.50 5.00 ■ 6.50 7.0 8.50 9.00 10.50 11.0 _ SHEET:
1.00 1.50 390 3.50 . 5.00 5.50 0 7.0 7.50 . 9.0 9.50 11.00 41.50 - A S B U 1 L T S4 a 52
e
1.50 2.00 8.50 4.00 5.50 8.00 1O 7.50 8.00 8.50 10.00 ■ 1 i.50 12.00 ■
2.00 2.50 493 4.50 6.0 650 8.0 8.50 15.00 10.50 12.00 26.0 ■

l LL.
o SFA 14+�0 9.0
10,00' of } - --
a
1� :a 11 2 60' HDPE - � --�-•_ �' if
�: XTIItiD� °�' I i 12+00.00 {E•E} _ (SEE SHEET C9.11
E ` y
6TCP OF BANK '01r Ai
Rim•r14 del 4%
. 41rL qfh p°,
A
}
poll,
❑
;�
sa a� ` { 4 r �t T ♦t
.a T1 +� r
F1 LE
r cs cno rn.c DITCH I b`-. 1 P p • r ' ti
�A
r�
50' EARTHWORK LIMITS
cd
o
s
Lv } }
dS '
�p
i°OD •',
` I 1?41
0 11D}} }STA: 53125.81 1 `
4. co I
y 8s
AS -BUILT DATA
Minimum €l ,Iim Mm m- Elevstiom
Cob
0.50 1.00
.
I'M 1.50
■
1.50 200
4.00
2.00 2.50
4.50
AS -BUILT DATA
Me�irautn r* -6m
m_kmem M__ Calor
2.50
7.00 ■
3.00
3.50
3.50
4.00
4.00
4.50
AS -BUILT DATA
Merlmum EN-imn Mmrimum Elevation
Cn1w
450
5.00
700
5.00
5.50
.
550
0.00
8110
6.00
5.50
8.50
AS -BUILT DATA
Mlnimurn FJev®tim
Maximum EFeration
C.akrt
0.50
700
'�
1.00
750
■
7.50
8110
.
8.00
8.50
Irk
AS -BUILT DATA
W.m..m Elevatiml
M -I.-. Elexa6an
Color
6.50
9.00
9. W
9.50
m
9.50
10.00
.
10.00
10.50
■
- 6.- LEGEND H
S - D"°'C�--ES SPILLWAY
(PYRAMAT TURF
�- -' RE[NFORCEMENTJ � r s
fREWIBSE&DITCH CROSSING
(# 57 STONE)
f'REW66 ES RIP RAP
5" _ 12" CLASS 8 J
)NST
)E D ti qhQ �n _ fReP6G, O TOP OF BERM
1E I7C UE) �, °� k 1. S
(FUT REJ I l °IE ' PROPOSED W ROCK PAD
`0 o' `' ( LARGE SIZE MINE REJECTS)
V �
`Qj 1 } } a • • � f r� r r PRBPBSEEP DITCH FILL
AN
SE)PdSf'R9PE)SE9 FLOW ARROW
ROADSIDI'lLk1G h +
03� , crSLOPE ARROW
PROPOSED
-
1 MAJOR PLUG
(LENGTH = 100')
Ffl.1-9 D MINOR PLUG
r DVTGFi J/ 1' } T�Q99 Qgry,: J i (LENGTH = 50')
-PRAPES
loR9PE3SES PIPE AND
RIPRAP
EXISTING SURVEY SPOT
` } ELEVATION
40
EXISTING LIDAR ELEVATION
X12.50 FlRepesEe SPOT ELEVATION z
1,2.00 AS - BUILT SPOT GRADES u�
} U NOTE•
t? THIS LEGEND SUPERCEDES LEGEND ON q
ii 44 W C1_2 WHEN CONFLICTING. 0 z
'
{{ � O
LU
af
qs +C
p0j ■ in 0 ut
. •, ,1 Its
a-
©c o
U
w
D
Z
LL
2 I f.
LL
IL
O iii
�_ja� Q
0. 0
(n U)
m KEY MAP
/1 a
1 i ,`w yy v °j aca_0 Ffn�
~ STA: 44+68.65 __= fntJ
60' 100' 150'
_A
:y �yy • .1 �,,, 1� SCALE IN FEET
����,_'-1�
AS -BUILT DATA
Minimum El -.b-
Mmvmum Elevation
Coke
10.50
11.00
Mea
1150
m
11.50
12.00
12-00
26.00
■
AS -B U I LTS
CRAWN BY: RO
DATE 10/20/14
SHEET.
04.53

ji
-PRGF,esEBDITCH FILL
r-
LEGEND
PRn.7€crsouNnnar
Pi9P6SEBSLOPE ARROW
DENOTES THIS SHEET
=EdPROPOSED
MAJOR PLUG
. CONTRUCT 100'
� �
(LENGTH =100')
(PYRAMAT TURF
MINOR PLUG
iADSIDE DITCH PLUG y
r6.S
REINFORCEMEN )
PRSP6SEB PIPE AND
oq
fRRBPBSEBDITCH CROSSING
_
_ - - _- �.@_ _•
mRI
- 9C1e� rye,
(#57 STONE)
PR9P@SEERIP RAP
(5--12" CLASS B)
;}•�CONSTRt1L`T:100'
g ROADSIDE DITCH PL
v o i Crab (FUTURE)
9.5
1p
Ic
1 1 i
a
a�
`�
u - ,.■ �• 1
c 90 1 1 I •
t
aq� M� FILLED
li
q� . DITCH
b
+ , c 9.0 IF
+1 4'THWOW�LIMITSI v f
a y
r
�r S
T �1p� I n rr!
CH
50` EAR_0i'WORK LIQ
A"UILT DATA AS-9LIILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA.
Mnlmum Elevation Maximum ElevaW Cofer M MM ElevBaelt Maxum Elevation Calor Minimum Ele SUW MaxiMM ElMUM Color Mlnlnlum ElevalWn Maximtim Elevation Cala Mlnlmum Elevadan Maximum Elevation Cala Minimum Elevalkun Maxlmum Elevetlen COW
0.50 1.06 0 2.56 3.00 0 4.50 5.00 6.50 7.170 ■ 8.50 9.00 ■ 10.50 11.00
1.00 1.56 3.0D 3.50 ■ 5.00 550 0 7.60 7.50 ■ 9.00 9.56 11.00 11.50 ■
1.50 2.06 . 3.50 4.60 ■ 5.50 8.00 7.50 a.00 $.50 10.00 ■ 11.50 12.00 ■
2.D0 2.50 4.0D 4,50 6.00 6.50 8.00 8.56 10.00 10.50 12.00 26.00
■ _ PRAP6SEBTOP 4F BERM
PROPOSED W ROCK PAD
( LARGE SIZE MINE REJECTS)
$3 EXISTING SURVEY SPOT
* ELEVATION
1 oma EXISTING LIDAR ELEVATION
X12.50 FIRepesEB SPOT ELEVATION
I•
12.00 AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
'-� STREAM ALIGNMENT
-PRGF,esEBDITCH FILL
r-
PROPE)SEBFLOW ARROW
PRn.7€crsouNnnar
Pi9P6SEBSLOPE ARROW
DENOTES THIS SHEET
=EdPROPOSED
MAJOR PLUG
(LENGTH =100')
-PRBPOSEB
MINOR PLUG
(LENGTH = 50")
PRSP6SEB PIPE AND
RIPRAP
$3 EXISTING SURVEY SPOT
* ELEVATION
1 oma EXISTING LIDAR ELEVATION
X12.50 FIRepesEB SPOT ELEVATION
I•
12.00 AS -BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
'-� STREAM ALIGNMENT
PRn.7€crsouNnnar
- 18 to El
DENOTES THIS SHEET
1;
PHASE 7
a r
PrrnsEs
KEY MAP
0 60' 100' 15o,
SCALE IN FEET
A
AS -B U I LTS
Ga
v
E g U 8
�aaVIV�LL��
C
0
z U
Z
z Q
0
�o ©Z
LL o
�m
CL
o E 0
4co
z W
a
rR� z
LL
O ti✓ Z)
U)
IL
<
0= Q
F--
? a co
z�SLL
�CL
0 rn
PRQ,1. NQ.: it}02
rriamv Br: RC
DATE: 10120174
��S''H++EET:
V4.54

Sheet C4.67 LEGEND
im m m m m m m m m m® P..P^=ES SPILLWAY �S
} o'. ► ,
' � �o• ;� � f -• � , e _ � f "'� � {PYRAMAT TURF
x
411% " REINFORCEMENT T z
+�}
1 ,D I10
i awe
100 °a �a° - �� - 1D'� 1 1 0 ( PRRBP6SEE&DITCH CROSSING z
*ot BROAD SIDE DITCH PLUG 1°s .5 I L� (# 57 STONE)
I SMALL ROAD O �©�' I I �
------
ALIGNMENT p fla Q p _ p`I C PRE)P@SEERIP RAP
G 100' ' �^ R DS1r
-� -- ---- -- 12 CLASSB)
a,
- - � ROADSIDE DIT �J-I PLUG' - �' o� `�`� - _
NO �ry ti PRePeSEOTOP OF BERM
1 _
1
i PROPOSED W ROCK PAD
~ - - - - f a.o ( LARGE SIZE MINE REJECTS)
PRE3PBSEBDITCH FILL
f'ROPE)SEBFLOW ARROW
o
' CONSTRUCT 100' >�
ROADSIDE 4 Pi�P6SEBSLOPE ARROW
DI ITCH
1 i ` �- + Y l -: x° PROPOSED
` 1
MAJOR PLUG
} 1 -
' ' (LENGTH 1
CON51�tUCT 100' J � 1 •` (LE = 00'}
..'ADSIDE DITCH PLUG t
e{4' o(FUT� E) 1 PRBPOSEB MINOR PLUG
I, - '� ,.h } 1 4 (LENGTH= `,0')
LLE
DITCH 1 1 `tea' '`� ' r x �� p ft f 1 1� y iPRSPBSEB PIPE AND
1�' * ♦ �y�► °o r 4 . i � I RIPRAP
WRF
GF p - • \®� 1 ` , *$3 EXISTING SURVEY SPOT
o
ELEVATION
1a � FILLED I. + y
f pfiH#EDITCH 9 m'
EXISTING LIDAR ELEVATION
Te MAI P
7 ° V X12.$0 _E3 SPOT ELEVATION
-
A C 0
-,12.00 AS - BUILT SPOT GRADES
11
l f o gory t y • * 1+" NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
, - `� • .�►► , ' . ---- ` ¢ Q.5
Q rs p 1
50' EARTHWORK J_IMITS -
\ y
JO
ci
E @'fHWO kiS LIMITS 1 ti 4 a+ sz s3 I,84 '�
72. 71 7L 75 E 7.18
37
o , + l
---r
EAnuIc
142
21. -PRO,!€Or80l1N17ARY
l 1 122
18, El flEN©res THIS s>4€er
14 PHASE 7
l 9' w - 1 1 1 Bary ftr"
PHASE 8
.w yy f
� - _
1 1'' f ". .6ya� 1 KEY MAP
'L�' h dd' Q°' -
c�. R 1 ON
1 I meq.0 6v 1w 15o,
` d
9 1
4.
t■■fi.'
LAN ' £' .4 - h `�9. SCALE IN FEET
rail - f _ '� - q F�
i
A"UILT DATA AB-6UILT DATA ASBUILT DATA AS -BUILT DATA AS -BUILT DATA AS -BUILT DATA.
Mnlmum EIevSIHcn Maximum Elevetion Cofer M anon Elevation M"mum Elevation Calor Minimum Eleva6un Maxtnwm. EkwaW n Color Mlntmum Elevation Maxim mn Elevation Cala Mlnlmum Elevation Maximum Elevation Cala Mnlmum Movatkun Maxlmum ElereGun COW
0.50 1.06 0 2.50 3.00 0 4.50 5.00 0 6.50 7.170 ■ 8.50 9.00 ■ 10.50 11.00
1.00 1.50 ■ 3.0f1 3.50 ■ 5.00 550 ■ 7.60 7.50 ■ 9.00 9.50 11.00 11.50 ■ A S - U I L T S
1.50 2.00 IN 3.50 4.60 ■ 5.50 5.00 ■ 7.56 a.00 $.50 10.06 ■ 11.50 12.60 ■
2.D6 2.50 4.0D 4,50 6.06 6.50 8.00 8.56 3 10.00 10.56 12.00 26.00 ■
LLS Ss
haghiI=
E 'ss
3 tial° LLAT
0
PRQ,1. NQ.: 1(}02
Da�avaN Br: RC
DATE: 10120174
SHEET;
�q C� C�
-1' . kJ ►J

LEGEN
n
MATCH LINE - See Sheaf C4.68. D
W Iow m .i PRE WE)SES SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
LLJ
oar
co PROP19SE9 DITCH CROSSING Z
<
ma LU (# 57 STONE)
0- - jmw�- 0
eONSTRIJ6 100' <
PREW19SE9RIP RAP
CONSTRUCT 100' V "I"lase U (LENGTH = 50
ROADSIDE DITCH PLUG
(FUTURE) --T iu+ PREIPE)SEB PIPE AND
RIPRAP
cp EXISTING SURVEY SPOT
-\1 iELEVATION
moo' k.
FILLED 4
EXISTING LIDAR ELEVATION
EXISTINIS DITCHx" z
[ X12.50 FIRE)FesEE3 SPOT ELEVATION
Ls
FILLED ILLEDFILL EX164ING 04
�1) 12=00 AS - BUILT SPOT GRADES Z
tt
n7,7 -.5 _j
NOTE: 0
FILLED
ONQ, GF $O'GRAD ING 1 3 -EXISTING DITCH THIS LEGEND SUPERCEDES LEGEND ON 0
MITz
C1-2 WHEN CONFLICTING- 0 z
LL 0
<
0 W
al
40t Am_ 5 1-,
THWORK LIMITS -7.
)-PolkC)
Np a)
50' EARTHWORK LIMITS
L
v u)
EXISTING 1211QU
z
0 NIZ11
c5
a �c Qk
a- c2
©c cu
E 0
C/)
rrhh w
E
Z
LL
U)
z
IL
, c:
0 cu
l- _j <
O= 0
[-- Z)
(n U)
LLJ
t. 1-� j x LL
41� KEY MAP 2060
6�uli
V
GeNSTRUS 50' a
FIELD DITCH PLUG
0
0 w 1w
C1/ . -1 6 , +) % - I I 1 o -, \- -11, � \" "Z� , - I
co
4%
MATjpH L4N� - § 959' r
e$16bt C4.4,�t rp ALE IN FEET
0 Sc
AS -BUILT DATA AS -GUILT LATA AS -BUILT DATA AS -BUILT DATA AS-BUILTDATA AS -BUILT DATA OfZAWN BY: RC
evaW Maximum ElovaW Color Minimum Elevation Maximum Elowation COO" Minimum Elova Maximum Ekwallm Color MlnkMuM EaVallon Maximum Elelatbn color Mlnlmurn Elayatlori Maximum Elevation Color Minimum Elevalion M"Imum E[uyaUw COW OATE 1012G114
100 0 250 3.00 0 450 5.60 0 6.50 700 ■ 8.50 900 ■ 10.50 11.00 SHEET
1.00 1.50 ■ 3,00 3.50 ■ 500 5.50 ■ TOD 7.50 ■ 9.00 950 11.00 11.50
1.50 00- 4.00 ■ 550 6.00 7.50 8.00 9.50 10.00 AS-BUILTS C4.56
3.50 11�50 12.D0■
2.50 4.00 4.50 6-00 6.50 8.00 8.50 10.00 10.50 12.00 26-00 ■
ROADSIDE DISH PLUG
(5" -12" CLASS 8)
0
N-)
ON
PRaPeGEB TOP or BERM
op
PROPOSED WROCK PAD
SMALL ROAD
PIPE AND GROSSING
T6 REMAIN
(LARGE SIZE MINE REJECTS)
//-ALIGNMENT
EXISTING ROADSIW
PRE)PeSEE) DITCH FILL
DITCH
CD
01
0
U
PR9PE)SE9 FLOW ARROW
A
Q)
PRE)POSEB SLOPE ARROW
\-EXISTING ROADSIDE
PROPOSED
MAJOR PLUG
5
I
DITCH
(LENGTH 100-)
PRIBPOSEB MINOR PLUG
CONSTRUCT 100' V "I"lase U (LENGTH = 50
ROADSIDE DITCH PLUG
(FUTURE) --T iu+ PREIPE)SEB PIPE AND
RIPRAP
cp EXISTING SURVEY SPOT
-\1 iELEVATION
moo' k.
FILLED 4
EXISTING LIDAR ELEVATION
EXISTINIS DITCHx" z
[ X12.50 FIRE)FesEE3 SPOT ELEVATION
Ls
FILLED ILLEDFILL EX164ING 04
�1) 12=00 AS - BUILT SPOT GRADES Z
tt
n7,7 -.5 _j
NOTE: 0
FILLED
ONQ, GF $O'GRAD ING 1 3 -EXISTING DITCH THIS LEGEND SUPERCEDES LEGEND ON 0
MITz
C1-2 WHEN CONFLICTING- 0 z
LL 0
<
0 W
al
40t Am_ 5 1-,
THWORK LIMITS -7.
)-PolkC)
Np a)
50' EARTHWORK LIMITS
L
v u)
EXISTING 1211QU
z
0 NIZ11
c5
a �c Qk
a- c2
©c cu
E 0
C/)
rrhh w
E
Z
LL
U)
z
IL
, c:
0 cu
l- _j <
O= 0
[-- Z)
(n U)
LLJ
t. 1-� j x LL
41� KEY MAP 2060
6�uli
V
GeNSTRUS 50' a
FIELD DITCH PLUG
0
0 w 1w
C1/ . -1 6 , +) % - I I 1 o -, \- -11, � \" "Z� , - I
co
4%
MATjpH L4N� - § 959' r
e$16bt C4.4,�t rp ALE IN FEET
0 Sc
AS -BUILT DATA AS -GUILT LATA AS -BUILT DATA AS -BUILT DATA AS-BUILTDATA AS -BUILT DATA OfZAWN BY: RC
evaW Maximum ElovaW Color Minimum Elevation Maximum Elowation COO" Minimum Elova Maximum Ekwallm Color MlnkMuM EaVallon Maximum Elelatbn color Mlnlmurn Elayatlori Maximum Elevation Color Minimum Elevalion M"Imum E[uyaUw COW OATE 1012G114
100 0 250 3.00 0 450 5.60 0 6.50 700 ■ 8.50 900 ■ 10.50 11.00 SHEET
1.00 1.50 ■ 3,00 3.50 ■ 500 5.50 ■ TOD 7.50 ■ 9.00 950 11.00 11.50
1.50 00- 4.00 ■ 550 6.00 7.50 8.00 9.50 10.00 AS-BUILTS C4.56
3.50 11�50 12.D0■
2.50 4.00 4.50 6-00 6.50 8.00 8.50 10.00 10.50 12.00 26-00 ■

STA: 71+00.00 (SEE SHEET C4. 35)
00.00 - - - - 30.00
APPROXIMATE LOCATION --------------�____---___---------
OFEXIMTINGDITCH _________ i__________-.__________�__________�__________.:______ .
-
r 20.00 - NTERLINEOF'SR.1002 I S.R. 7002 RNV _ 20.00
m PROPERTY LINE
r----------- AS---- ---------
- AND PROJECT LINE '
D EXISTING
0 ..,.......,- _„. ,�..,-,._...... - __. GRADE
10.00 �. .• �-. -
_____ �-� T 1a.na
I^: • ` - --- . ....... .......
0.00
0.00
AS -BUILT LIDAR
RECONSTRUCTION
GRADES
30.00
-10.00 0.00 10-00 20-00 30-00 40.00 50-00 60-00 70-00 80-00 90-00 100.00 1'10.00 120.00 130-00 140.00 150-00 160.00 170-00
I`-
I�
OHO
O IO
Cv
C'?
r
Oo>
�j ON
pYv
113
W p1
mm
I+
LO r�'?
�
r�
q Nv
W
FN
7 ON
[g
n a}N
f'1 pt0
q¢l
Otn
Inv
CON
[�]
O01
n
N�
oQ;
oQ;
`6
r: �ry
,tN
C6
r-: Orn
cjm
tin
r^
'pn
'0'
p..r
tin
tin
�n
47N
STA: 72+04.00 (SEE SHEET C4. 35 )
11.3'
BERM
APPROXIMATE LOCATION
OF EXISTING DITCH
m 2000. .._ „_,_v_ ._•__. �. W _ W
m PROPERTY LINE S.R. 9002 RM
AND PROJECT LINE MATCH LL
W O W
C] �., .�--y�,� _._- w�. EXISTING
GRADE
90 0' TO CENTERLINE OF BERM
0.00
30.00
- 20.00
MATCH
EXISTING EXISTING
D GRADE AS -BUILT GRADE
10.00
n.n0
'M1 RR 'iM1 M1R RM1 M1R AM1 M1R GA M1R kM1 M1R ]lf M1R RM1 M1R OM1 M1R I IM1 M1R 17M1 M1M1 Teff M1R 1AM1 M1R i CM1 M1M1 1RM1 M1R 17A M1R
3 AS -BUILT LIDAR
3
uCTTaR
u7ffffroGRA0E5
cl
n
c
W.00
m 20.00
m
O
z 10.00
0.00
AS -BUILT LIDAR
fPRECONSTR11CTION
GRADES
30.00
m 20.00
m
Y
0
z 10.00
0.00
AS -BUILT LIDAR
RECONSTRUCTION
GRADES
N
��
p1
4"lo
D (`9
k] N[Tr
An
Of
Itl
W fAO
-17
or
d fDN
fD
p']
N co
p p1
•d eD
zO NN
r*l
n
N�
Nh
00
p1�
Nh
Oo
rn
NO
r7 r
(7�
{')N
Ian
�N
l`•?uS
Q1N
ON
I�eh
47N
fn
rm
Qpj
Oiai
r+a
si!V
e9if>
00W
m
pin
rn
rh
rh
m0
con
rh
tin
rn
r-: I.;r
STA: 73+04.00 (SEE SHEET C4. 35 )
88.9' 9.1'
BERM
APPROXIMATE LOCATION
CENTERLINE OF S.R. 10.72 OF EXISTING DITCH
PROPERTY LINE I S.R. 1002 RNV
- - - AND PROJECT LINE
a
MATCH o lu
EXISTING
4n n' TPS P".FNTFRI INF nF RFRPA
0-00
30.00
20.00
w MATCH EXISTING
w EXISTING F GRADE
GRADE AS -BUILT
8.r ........... 10.00
a- - - .
_.1 nnn A, 1n nn an nn xn no An no gn nD An no 7n no An no An no 11n no 1 an on i in nn tnn nn 1.9n nn Ian nn 17n no
STA: 74+04.00 (SEE SHEET C4. 40)
84.0' 1ZO' l
BERM
CENTERLINE OF S.R. 1002 APPROXIMATE LOCATION F r
OF EXISTING DITCH 8
L ---PROPERTY LINE
I S.R. 102 R14N
AND PROJECT LINE T w LL w MATCH
MATCHEXISTING EXISTING
' EXISTING AS -BUILT GRADE
_ GRADE
g,
y -GRADE -
..........
.............
90.0'TO CENTERLINE OF BERM ----------- --
-10.uu 0-00 1u.uu 2u.uu 3u.uu 4u.uu Su.uu bu-uu Iu.Uu du_uu uu.uu 100-00 11U.uu 12u.uu UUM 14u.uu 1Su.uu 18u.u0 7 N.uu
N
m
p1
4"lo
�
uT M
M�
p c7
fps
0
n r
c0m
0 N
Nn
W N f"+ Ino
rN pm
-17
or
ao_
N 1{�
00^
R➢ O
��
n
tCf
m
0
N fp
ro rN
N �y
0)N
a c7
ti�
n
N�
t
t
4
�.;
n Nh
mm.�mraNu1
0y
W rn
W
r7 r
W N�
d.-i
IPr-a�N+nN+no�p,
u'{ 4�
nN
r�'?
Nr
p1-
40-
47N
fn
rm
C)m
0pn
yvj
ry Irj
Ni rn
pial
n co
rn
r;n
co
r-: P.:
r-: I.;r
An
P.
r_:
STA: 74+04.00 (SEE SHEET C4. 40)
84.0' 1ZO' l
BERM
CENTERLINE OF S.R. 1002 APPROXIMATE LOCATION F r
OF EXISTING DITCH 8
L ---PROPERTY LINE
I S.R. 102 R14N
AND PROJECT LINE T w LL w MATCH
MATCHEXISTING EXISTING
' EXISTING AS -BUILT GRADE
_ GRADE
g,
y -GRADE -
..........
.............
90.0'TO CENTERLINE OF BERM ----------- --
-10.uu 0-00 1u.uu 2u.uu 3u.uu 4u.uu Su.uu bu-uu Iu.Uu du_uu uu.uu 100-00 11U.uu 12u.uu UUM 14u.uu 1Su.uu 18u.u0 7 N.uu
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1" = 20' H
1"=20'V
22"x34" =1"=10'H
.i1"=10'V
PROPOSED FILL PROPOSED CUT
A.S-BUILT (ED -,t AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAYj
0.00
30,00
20.00
10-00
0.00
r
Eo rz
��86`gg
�s
E
¢ a H LL -Z
yyam::
I�f �
I�
❑ J
z V
z
2 C
M Q
t- �
Z
�Q 0 Z
6L
�¢
::3 m
LLQ W
a E
0N
d ELL
I.L
LL n
rAL.�
J
a C W
O c
F
�Jo N
oz cr CDD
WPa 0
06 LL
O
UJ ► LL
�
-0
PRaa.ND._ 1442
DRA" Br: RC
-E: 6117113
SHEET:
C5.1
N
m
p1
4"lo
n
mtV
uT M
M�
p c7
fps
0
n r
c0m
0 N
Nn
W N f"+ Ino
rN pm
-17
or
ao_
N 1{�
00^
R➢ O
��
n
tCf
m
0
N fp
ro rN
N �y
0)N
a c7
ti�
n
N�
Tw
OW
0j"i
i[•j,[v
A- Din
Qi^
1'-r:
rr:
rn
mr:
rr;
1.:
C: r,n
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1" = 20' H
1"=20'V
22"x34" =1"=10'H
.i1"=10'V
PROPOSED FILL PROPOSED CUT
A.S-BUILT (ED -,t AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAYj
0.00
30,00
20.00
10-00
0.00
r
Eo rz
��86`gg
�s
E
¢ a H LL -Z
yyam::
I�f �
I�
❑ J
z V
z
2 C
M Q
t- �
Z
�Q 0 Z
6L
�¢
::3 m
LLQ W
a E
0N
d ELL
I.L
LL n
rAL.�
J
a C W
O c
F
�Jo N
oz cr CDD
WPa 0
06 LL
O
UJ ► LL
�
-0
PRaa.ND._ 1442
DRA" Br: RC
-E: 6117113
SHEET:
C5.1

87.4' STA- 74+90.00 (SEE SHEET G4. 40) 8.8'
BERM
APPROXIMATE LOCATION
OF EXISTING DITCH
CENTEPLIKE OF S.R. 1= NV
PROPERTY LINE S.R. 1002 R
AND PROJECT LINE
MATCH 0 w 0
EXISTING
Gal.,
.............
90VTOCENTERLINE OF BERM
-16.00 0.00 10.00 20-00 3000 40.00 50.00 60.00 70,00 B0.00 9D.00 100.01
0 Qa n Z: " cn
Iq cq -0
STA: 76+10.00 (SEE SHEET G4.40)
90
BERM
APPROXIMATE LOCATION
-1000
,,-GENTEV,LlNE0FS.R.lCO2 CA10 I ­� ul I GH
PROPERTY LINE S.R. 1002 RfW
MATCH
MATCH 0 W 0 w EXISTING EXISTING
... . EXISTING D GRADE AS -BUILT GRADE
GRADE 81 10.00
-10 /7
...... ­ CC
............. ....... .....
. . . . . . . . . . . . . . .
90.0'TO CENTERLINE OF BERM
30.01)
20.0D
MATCH
EXISTING EXISTING
GRADE AS -BUILT GRADE 10.00
- - - - - - - - - -
110.00 120-00 130,00 140,00 151).00 160-00 170-00
0.00
30.00
20-00
10.00 20.00
[n cq
I -
30.�00 40-00
of &
.; �-:
t 04
l
50.00 60.00 70.00 80.00 90.00 1 DO.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00
OR N w NN I m m
(q (q Ln N Oq Kq A,P,
'n C4 N w W '06
(0
STA: 77+20.00 (SEE SHEET C4. 40)
30.OD
0
9
3000
Es
m 2000
m
0
84.0'
Om
nn
-17
]-�-
7
Z 1000
ODD
AS -BUILT LIDAR
13 E RM
PRECONSTRUCTW
GRADES
30.OD
M 2000
APPROXIMATE LOCATION
OF EXISTING DITCH
IT
w
m 2000-
"I
I-
ZD
L
Z 10,OD
yJ
0-00
r-
AS -BUILT LIDAR
GPADE3
87.4' STA- 74+90.00 (SEE SHEET G4. 40) 8.8'
BERM
APPROXIMATE LOCATION
OF EXISTING DITCH
CENTEPLIKE OF S.R. 1= NV
PROPERTY LINE S.R. 1002 R
AND PROJECT LINE
MATCH 0 w 0
EXISTING
Gal.,
.............
90VTOCENTERLINE OF BERM
-16.00 0.00 10.00 20-00 3000 40.00 50.00 60.00 70,00 B0.00 9D.00 100.01
0 Qa n Z: " cn
Iq cq -0
STA: 76+10.00 (SEE SHEET G4.40)
90
BERM
APPROXIMATE LOCATION
-1000
,,-GENTEV,LlNE0FS.R.lCO2 CA10 I ­� ul I GH
PROPERTY LINE S.R. 1002 RfW
MATCH
MATCH 0 W 0 w EXISTING EXISTING
... . EXISTING D GRADE AS -BUILT GRADE
GRADE 81 10.00
-10 /7
...... ­ CC
............. ....... .....
. . . . . . . . . . . . . . .
90.0'TO CENTERLINE OF BERM
30.01)
20.0D
MATCH
EXISTING EXISTING
GRADE AS -BUILT GRADE 10.00
- - - - - - - - - -
110.00 120-00 130,00 140,00 151).00 160-00 170-00
0.00
30.00
20-00
10.00 20.00
[n cq
I -
30.�00 40-00
of &
.; �-:
t 04
l
50.00 60.00 70.00 80.00 90.00 1 DO.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00
OR N w NN I m m
(q (q Ln N Oq Kq A,P,
'n C4 N w W '06
(0
STA: 77+20.00 (SEE SHEET C4. 40)
30.OD
0
"R
q
-1a
0
84.0'
Om
nn
-17
]-�-
7
13 E RM
'n
APPROXIMATE LOCATION
OF EXISTING DITCH
w
m 2000-
"I
I-
r-
PROPERTY LINE
S.R. 1002 RNV
eu
rn
<
AND PROJECT LINE
MATCH
0
>
'd
EXISTING
z 1000
.........
GRAD
Qn ry TA r.,FNTFRI 114F OF RFRIVI
0-00
AS -BUILT LIDAR
PR
ONSTRUCTION
GRADES
30 -OG
0,00
30.OD
20 -OD
MATCH
EXISTING EXISTING
GRADE AS -BUILT GRADE 0.00
--- ---- --------------
An nn inno M on :in on An on so on Rn on 70 on RO no Qn on ­­ 110 nn 190 nn v�n on IAO on inn On irnnn 17f) no
'm
0
"R
q
-1a
0
eNrnn
Om
nn
-17
]-�-
7
'n
<1
w
"I
I-
84-0'
STA: 78+00,00 (SEE SHEET G4. 40)
12.6'
BERM
APPROXIMATE LOCATION
I OF EXISTING DITCH
I'll 20,00 CENTERLME OF S.R 11112 0
rn
r- NV
FIR PERTY LINE ------
S.R. 1002 R
< AND PROJECT LINE
---------- ---- .,CH - MATCH
0 .. ........ EXISTING 0 w w EXISTING
(a)
- - - - -- i ------ GRADE AS -BUILT
z
O.DO
-1000
AS BUILT LIDAR
PRE CONSTRUCTI N C4 ry
GRADES
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1' = 20' H
1"=20'V
22"x34" .i=1"=10'H
10'H 4 1', = 10' V
9D.V TO CENTERLINE OF BERM
00 10,00 20ZO 30.00 40.00 50.00 60.00
� 9 j n 6 V: I,,: q .n
��T
1� Gh V1 -- --k ::e: I -N 4 1V
70,00 80.00 90.00 100.00 110.00
Im w - Ln
to
(-0 � lz 66 N6
PROPOSED FILL PROPOSED CUT
AS -BUILT (ED -,t AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
- - - - - - - - - - - - - PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAY)
0-00
30 -OD
20.00
EXISTING
GRADE
10-00
00 13100 14000 150.00
IN ry q
00 170.00
AS-BUILTS
0
o
z CJ
❑ z
0 0 1 z
D 0
L)
CL Lu
E
0
E IL
LL
L)
LL
w
z
a.
w
O cu ED
oz 0
-i g IN
cr CD
C)
�PD
LLJ - <
06
0
Lu
x r%
LA- 0
U) = to
PRO) NO - 1002
MkWN By- RC
-E: 6117113
SHEET:
5.2

in
30.00
m 20.00
0
z 10.00
0,00
AS -BUILT LIDAR
FRECURSTRUCTION
I
GRADES
STA: 79+00.00 (SEE SHEET C4_ 40)
12AY---- -------------- ----------------------- ----------
84.(Y --------- ------
I
BERM---------- t ---------- ----------- ---------'------------------- -1 --
APPROXIMATE LOCATION 8 ---------- - - - - - - - - - - - - - - -------- - - - I - - - ----- - -- - ----- - - - - - - - - - - - - - r_
OF EXISTING DITCH ----------
CEKnRL1NE OF S.R. 1002 I S.R. 1002 RAN
PROPERTY LINE
AND PROJECT LINE 22
LL w LL uj
MATCH 0 0 MATCH EXISTING
GRADE
EXISTING a. EXISTING AS -BUILT
OA GRADE
RE
90.0' TO C_ENUERLl A -E -0-F BERM
_10.00 0.00 10-00 20-00 30-00 40-00 50-00 60-00 70 -OD 80-00 WOO 100.DD iWoo 120-00 130.00 140-00 130.00 160-00 170.00
F ;!.�
N
84.0
BERM
APPROXIMATE LOCATION
_-CENTERLINE OF S.R. 7002OF EXISTING DITCH
PROPERTY LINE S.R. 1002 RAN
00
-10
AND PROJECT LINE LL a) uj
0uj � uj
0
P-7
-1�
V.,
CR
.0
13 V�
q
q
�1
N-
IN
cQ
F
C4
-;1
001
n
0-
M
10
Wt
Q Op0
CO
co
co
Id
I.-
-
co
N 1'.
rui
1-
tvm
.6 cd
STA: 80+00.00 (SEE SHEET C4. 40)
30.00-
m 20,00
r,
m
84.0
BERM
APPROXIMATE LOCATION
_-CENTERLINE OF S.R. 7002OF EXISTING DITCH
PROPERTY LINE S.R. 1002 RAN
00
AND PROJECT LINE LL a) uj
0uj � uj
0
MATCH
18.{]0EXISTING
COn
CO
in
o IN
GRADF,._
Qn A- T191 FIVTF Wi imr nr rtrrzu
0.00
AS -BUILT LIDAR
EXISTING
MATCH GRADE
EXISTING AS -BUILT
GRADE
...... ....
-loon n nn 1n An I)n no _in AD An no SA no SA AD 7A fir) An AD PA An Inn m I in AD I;)A An 1.14A fin 14A AD ISA At) le'A At) 17A fin
30.00
20.00
10-00
0.00
30.00
20,00
10.00
0-00
STA: 81 +00.00 (SEE SHEET C4.40
30.00- 30.00
84.0e 12.0'
BERM
APPROXIMATE LOCATION
CENTERLINE OF S.R. ---- --- OF EXISTING DITCH
m S
20 .R, 1002 RNV
.00 PROPERTY-UNS­ 20-00
r,
m
<AND PROJECT LINE: w LIJ 00 uj
U. LL W
MATCH 0 0
0 MATCH EXISTING
10.00 EXISTING EXIST NG AS BUILT GRADE
- it
------- GRADE GRADE 10.Go
-------- -- ........ ..... .........
- - - - - - - - - - - - - - . .....
90 0' Tp CENTERLINE OF BERM �
0.00- 0-00
_100A in An 9n nn 'An no An CID 9A no 60 no 70 An An M Qn no 11n An 19n An I in An IAn nn 16n nn iAn An 17n An
AS -BUILT LIDAR
79iftbMSTRUCTION
GRADES
30.00
m 20.00
r,
m
0
Z 10.00
0,00
AS -BUILT LIDAR
r7mTRW CTRUff
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1' = 20' H
1"=20'V
22"x34" .i=1"=10'H
',4 1 10' V
Ota
V)
00
co
COn
CO
in
o IN
IN
N Nn
CNyn
F
-;1
001
n
0-
n m
10
Wt
Q Op0
r� rl�
I
©w
6 I.,w
PCO
hn
rr
rye
ti16
rui
-TXTSTING-
30.00
20.00
10-00
0.00
30.00
20,00
10.00
0-00
STA: 81 +00.00 (SEE SHEET C4.40
30.00- 30.00
84.0e 12.0'
BERM
APPROXIMATE LOCATION
CENTERLINE OF S.R. ---- --- OF EXISTING DITCH
m S
20 .R, 1002 RNV
.00 PROPERTY-UNS­ 20-00
r,
m
<AND PROJECT LINE: w LIJ 00 uj
U. LL W
MATCH 0 0
0 MATCH EXISTING
10.00 EXISTING EXIST NG AS BUILT GRADE
- it
------- GRADE GRADE 10.Go
-------- -- ........ ..... .........
- - - - - - - - - - - - - - . .....
90 0' Tp CENTERLINE OF BERM �
0.00- 0-00
_100A in An 9n nn 'An no An CID 9A no 60 no 70 An An M Qn no 11n An 19n An I in An IAn nn 16n nn iAn An 17n An
AS -BUILT LIDAR
79iftbMSTRUCTION
GRADES
30.00
m 20.00
r,
m
0
Z 10.00
0,00
AS -BUILT LIDAR
r7mTRW CTRUff
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1' = 20' H
1"=20'V
22"x34" .i=1"=10'H
',4 1 10' V
STA: 82+00.00 (SEE SHEET C4. 40)
849
APPROXIMATE LOCATION
CENTERLINE OF S.R. I002 OF EXISTING DITCH
PROPERTY LINE
RNV
AND PROJECT LINE
12.(Y
BERM
fOd
LIJ
F
U)
co
0-
n
0-
m
CR
12
1�? CR
r� rl�
I
©w
1a
1
MATCH
MATCH
-TXTSTING-
0;
.6 cd
ailm
6,
4
Ili
- er,
I,
- 00,
00116
r�-,
�6 r-
113 (6
61
51
116
16
STA: 82+00.00 (SEE SHEET C4. 40)
849
APPROXIMATE LOCATION
CENTERLINE OF S.R. I002 OF EXISTING DITCH
PROPERTY LINE
RNV
AND PROJECT LINE
12.(Y
BERM
fOd
LIJ
U)
uj
m
©w
ow
MATCH
MATCH
-TXTSTING-
0;
.6 cd
EXISTING-
------
GRADE
EXISTING
GRADE
-10.uu 0-00 Iu.uu zu_uu 3u-uu 4U-UU bu-uu bu-uu fu_uu du-uu uu_uu 100-00 IIu.uu 12U-UU 13u.uu 14U-UU I bu.uu MUM I fu.uu
PROPOSED FILL PROPOSED CUT
A.S-BUILT (ED -,t AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
- - - - - - - - - - - - - PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAY)
AS-BUILTS
30.00
20.00
10.00
O.DO
z
Z
F C7
0 0
Z
0
::3 LU
C3
LL L)
CL Lu
E
C/)
0
E
L)
LL
w
z
a.
zC w
0 cu ED
�_j IN
Oz 0
cr CD
0
�pm C)
<
LLJ
LL
r%
x
LA_ 0
U) = cn W
PRaa.No._ 1002
ORA" By- RC
-E: 6117113
SHEET:
5.3
fOd
4?
0;
.6 cd
r-: T
Cy-
-i 6
i AD
616
C6
V; (616
(6
113 (6
m-17
PROPOSED FILL PROPOSED CUT
A.S-BUILT (ED -,t AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
- - - - - - - - - - - - - PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAY)
AS-BUILTS
30.00
20.00
10.00
O.DO
z
Z
F C7
0 0
Z
0
::3 LU
C3
LL L)
CL Lu
E
C/)
0
E
L)
LL
w
z
a.
zC w
0 cu ED
�_j IN
Oz 0
cr CD
0
�pm C)
<
LLJ
LL
r%
x
LA_ 0
U) = cn W
PRaa.No._ 1002
ORA" By- RC
-E: 6117113
SHEET:
5.3

IN
STA. 83+00,00 (SEE SHEET C4. 52
3000 -
84.0' 12,0'
BERM
APPROXIMATE LOCATION
OF EXISTING DITCH
W
m 20 -OD CENTERLWEOFS.R.IM S.R.1002 R/W
r- w 7 w >
rn PROPERTY LINE AND PROJECT LINE to co Lu
LL Lu LL �
LU
eXMI�TlCH
I'S
z 1000
GRAD
-1000 000 10.00 2000 3000 4000 ~ 5000 6000 7000 s4.00 9000
17-l'
30-00
20.00
AS -BUILT LIDAR
RECONSTRUI CC! 00 IP
to l QO N
GRADES C4 10 r. -
STA: 84+00.00 (SEE SHEET C4.52 )
30.00 -
84,0' 12-0 --- 25.4'
------ BERM
APPROXIMATE LOCATION q
------- OF EXISTING DITCH
m 20 -OD
CENTERLINE OF S.R. 1902
r- PROPERTY LINE S.R. 1002 RfW
U1 w
AND PROJECT LINE co UJ co w
CENTERLINE OF
W
> EXISTING M 0 MATCH INTERVALLEY
GRADE MATCH
01 CONNECTOR
75 - , " � " EXISTING EXISTING AS -BUILT
z 10.00
GRADE
GRADE
BERM
0-00 90.(Y TO CENTEKONED4
-1000 0.00 10.04 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 I D0.00 110.00 124.00 130.00 140.00 150.00 160.00 170.00
AS -BUILT LIDAR w N p" N N
3�
CONSTRUCTION cm 0 Kq 9 :tl �2 �; I I .
ci C6 coo in 'i 06 w rD 0 Ln 0 0 0n F+
R
GRADES
E�
STA: 85+00.00 (SEE SHEET G4. 52)
30.O0 12L0' 33.8'
BERM
APPROXIMATE LOCATION a
------- �CENTERLINE OF S.R. 1002 OF EXISTING DITCH
m 2000
r, PROPERTY-L-tNe- S.R. 1002 R1W
m Lu U1
T__-_ V) !� (a !�
< ----- - - AND PROJECT LINE
EXISTING CENTERLINE OF
G MATCH MATCH INTERVALLEY
0 H
10.00 EXISTING EXISTING CONNECTOR AS -BUILT
GRADE . . . . . .
QKADE ...........
77 - - - - - -
........ ...
0.00 F BERM
-WOD 0.00 10.00 20.00 30.00 40.00 60.00 60.00 70.00 80.00 90.00 100.00 110.00 120,00 130.00 140.00 160L00 160L00 170.00
AS -BUILT LIDAR 10 �? P &
fl- QD 0 C4 w
FRECONSTRUCTION (6 6 t6 6 uj
cc� co C4
C.MDFS
$0-00
M 20.00
r,
m
O
z 10-00
O.Do
AS -BUILT LIDAR
PRE N4 TRU I 1UN
I
GRADES
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1' = 20' H
1"=20'V
22"x34" =1"=10'H
.i4 1',10' V
CENTERLINE OF
m m�
p �;
MATCH INTERVALLEY
EXISTING IF CONNECTOR
GRADE
EXISTING
GRADE ILT
12,9
BERM
s
CENTERLINE OF S.R. 1002
AS -BUILT LIDAR
RECONSTRUI CC! 00 IP
to l QO N
GRADES C4 10 r. -
STA: 84+00.00 (SEE SHEET C4.52 )
30.00 -
84,0' 12-0 --- 25.4'
------ BERM
APPROXIMATE LOCATION q
------- OF EXISTING DITCH
m 20 -OD
CENTERLINE OF S.R. 1902
r- PROPERTY LINE S.R. 1002 RfW
U1 w
AND PROJECT LINE co UJ co w
CENTERLINE OF
W
> EXISTING M 0 MATCH INTERVALLEY
GRADE MATCH
01 CONNECTOR
75 - , " � " EXISTING EXISTING AS -BUILT
z 10.00
GRADE
GRADE
BERM
0-00 90.(Y TO CENTEKONED4
-1000 0.00 10.04 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 I D0.00 110.00 124.00 130.00 140.00 150.00 160.00 170.00
AS -BUILT LIDAR w N p" N N
3�
CONSTRUCTION cm 0 Kq 9 :tl �2 �; I I .
ci C6 coo in 'i 06 w rD 0 Ln 0 0 0n F+
R
GRADES
E�
STA: 85+00.00 (SEE SHEET G4. 52)
30.O0 12L0' 33.8'
BERM
APPROXIMATE LOCATION a
------- �CENTERLINE OF S.R. 1002 OF EXISTING DITCH
m 2000
r, PROPERTY-L-tNe- S.R. 1002 R1W
m Lu U1
T__-_ V) !� (a !�
< ----- - - AND PROJECT LINE
EXISTING CENTERLINE OF
G MATCH MATCH INTERVALLEY
0 H
10.00 EXISTING EXISTING CONNECTOR AS -BUILT
GRADE . . . . . .
QKADE ...........
77 - - - - - -
........ ...
0.00 F BERM
-WOD 0.00 10.00 20.00 30.00 40.00 60.00 60.00 70.00 80.00 90.00 100.00 110.00 120,00 130.00 140.00 160L00 160L00 170.00
AS -BUILT LIDAR 10 �? P &
fl- QD 0 C4 w
FRECONSTRUCTION (6 6 t6 6 uj
cc� co C4
C.MDFS
$0-00
M 20.00
r,
m
O
z 10-00
O.Do
AS -BUILT LIDAR
PRE N4 TRU I 1UN
I
GRADES
ALIGNMENT = NORTH PL
SCALE 11" x 17" = 1' = 20' H
1"=20'V
22"x34" =1"=10'H
.i4 1',10' V
42.2'
MATCH
EXISTING
CENTERLINE OF
INTERVALLEY
CONNECTOR
...... -------
- - liono 19000 IRG no 14000 ISO on 19a no 170 no
v1-
a
m m�
p �;
STA: 86+00.00 (SEE SHEET C4. 52)
12,9
BERM
s
CENTERLINE OF S.R. 1002
APPROXIMATE LOCATION
OF EXISTING DITCH
el
PROPERTY LINE
EXISTING
GRADE
S.R. 1002 R/W U1
AND PROJECT LINE
MATCH
EXISTING
90-0' TO C£NTERLiN�OF BERM
Lu
to LU
LU
I
,
rD m
An on 1 n no W1 on
an on An on tin no wim 70 on FLO on Qn
on
42.2'
MATCH
EXISTING
CENTERLINE OF
INTERVALLEY
CONNECTOR
...... -------
- - liono 19000 IRG no 14000 ISO on 19a no 170 no
v1-
a
m m�
p �;
-�T
s
� a
N
1-3
N. r ­i
1. CO
,
rD m
f*
P
41
O
2 Of i
.61-
c�
6
,6
t,
0
Lr)
.
ID�
0 ID
PROPOSED FILL PROPOSED CUT
A -S -BUILT <ED-\ AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
- - - - - - - - - - - - - PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAYj
AS-BUILTS
0.00
30.00
20-00
0.00
30.00
20-00
0.00
30 -OD
20.00
0.00
Z
z
cp
10 0 1 z
0
c< D
::3LU
ca
L)
CL Lu
E
0
L)
LL
w
z
a.
W
0 cu
O~ 0 CD
WD S,
<
o,�LLO.
PRO) NO - 1002
cRkwN By- RC
-E: 6117113
SHEET:
C5.4

K
I.
ALIGNMENT = NORTH PL
SCALE 11" X 17" = 1" = 20' H
1"=20'V
22"x34" =1"=10'H
.i1"=10'V
34.00
M 24.00
m
ti
0.00
-1 D-00 0.00 10.00 20-00 30.00 40-00 50-00 6p OD 70-00 80-00 90.00 100.00 110.00 120.00 130-00 140.00 150-00 160-00 170-00
AS -BUILT LIDAR N N.
0 O q 1, IS0 - Io rN
QIss N" 04 viL Ili o - R ip n I1�P �N� IXvDsr)-
GRASiES
0 8 STA: 87+60.00 {SEE SHEET C4. 52 )
30WL <6 S.R. 1002 RAIV AND PROJECT LINE -- - - - 30,00
n
!! 9d.D' 120' BERM
u w APPROXIMATE LOCATION -
Or OF EXISTING DITCH - 8
CENTERLINE OF S.R. 1002 �
m 20.00 - -- r - 20.00
m PROPERTY LINE
p g LL
p # SILT FENCE -------
MATCH
EXISTING
i
7 EXISTING I�
Z 10.00 -a. `_ _ _ _ �•� -•� I..•, MATCH GRADE w W ss S GRADE AS -BUILT 10.00
W
EXISTING
W
t �.'�... GRADE
0.00 112.0-TOCENTERL [ - 0.00
_1 A M IA An in An in An An An An An an nn 7A An An AA On An I In An I on An I in AA IAA An 1 SA An Inn An I7A An
AS -BUILT LIDAR
PRECONSTRl7CTIM
GRADES
30.00
STA: 87+00.00 (SEE SHEET C4. 52 )
a4.4D '
N
�ky
U'' n U
�zA,
20.00 Z-,6 a
a
2 Z
0
10.04
D.DO
m 20.00
m
Y
U
0.00
AS -BUILT LIDAR
GRAl1E"llS
TION
34.00
M 24.00
r
m
a
0.00
AS -BUILT LIDAR
PRE. N TRI7 TI N
GRAI
W
91m
ci
-u.K. 'IU UZ KiVV ANU VKVJt'-'t I LINt
ll)
INA,
ti [i
120' 12.0"
BERM
Nn
IQ
6 ro
94.0'
ti^
N
`^i
W ��
<
APPROXIMATE LOCATION
co
r-:
d r
8
S
CENTERLINE OF S.R. 1002
OF EXISTING DITCH
I
ti�
vi IIj
v yj
� Ijoy
v Ip
PROPERTY EXISTING
a
1 aD
00v
COv
"
LINE GRADE
E_
SILT FENCE�
7°
o
o MATCH
n
N N1`I
i9
N] C71
G --
rRA.=D
• --�: ., . to
�€A7C1T
r EXISTING
.-•.. GRADE
112.0' TO CENTFiL1NEbF'BERfvT-`
"
..
Sa
W......---------------------
.•
Al
RADE UIL T
'•2s.2�
............... �-� .-,,,.....,..-s.-zrt-_•�:;_,•� a,•� _,:•
__-_
a4.4D '
N
�ky
U'' n U
�zA,
20.00 Z-,6 a
a
2 Z
0
10.04
D.DO
m 20.00
m
Y
U
0.00
AS -BUILT LIDAR
GRAl1E"llS
TION
34.00
M 24.00
r
m
a
0.00
AS -BUILT LIDAR
PRE. N TRI7 TI N
GRAI
W
91m
ci
d w
Nn
o r
ll)
INA,
ti [i
�n
�. ai
Nn
IQ
6 ro
IN
In
16 ri
ti^
N
`^i
W ��
<
d M.
CRI!
n r
co
r-:
d r
�vI
tci
tp mn
ISN
�n co
CJ
eri
a w+O
vi yj
ti�
vi IIj
v yj
� Ijoy
v Ip
l�A lj�
ui I�
ui
STA: 88+40.00 {SEE SHEET C4. 52 )
S.R. 1002 R/W AND PROJECT LINE
72-0' 12.0' BERM
APPROXIMATE LOCATION S.
INE OF S.R. IOo2 I OF EXISTING ITCH S
RrY-rINSI- -
SILT FENCE
w r
w
w �
... MATCH
EXISTING
°"... GRADE a W a w
PROPOSED
- 47n n' Tn r..FN7pRI wp-rw BERM -
30.00
20-0'
- 24.10
MATCH
EXISTING w EXISTING
j� GRADE 4 "' GRADE _,Zr AS BUILT 10.00
-1n. nn Ann 1n nn 7n nn An M An no An nn An nn 7n An An nn 9n nn In. .1 11n An 19n nn 1 An nn 1dn nn 1 sn An IBA nn 17n nn
N
�
N^
�v
iLrn
tLn
SND
V Nd
CENTERLINE OF S.R. 5002 OF EXISTING DITCH
.�PROPERTYLINE
oa and
�v
uRv
Ov
P.
{ SILT FENCE - �• 9 I-"
u -f
C7v
c
m D
o
1 aD
00v
COv
mm
AN
nd
NN
I�;w
r7 aj
n
N N1`I
i9
N] C71
m Gflm
C?I^i
Nr
M cp
S11 mN
�•a7
r
Ge-
¢ C1
a 6
6 p,
n 'D
u'i V>
.- �
ry CV
N 'D
N ai
ev pp
N Ijj
Ui 1
N sp1
Ui fL
Ui r+
vi Ip
rti 6O
�fj
STA: 89+40.00 (SEE SHEET C4. 52 )
t 12-0'
12.0' BERM 12.0' -
8 S
ti>
ow77
ow----
PROPOSED
BERM
20.0'
MATCH
EXISTING m EXISTING
.I
GRADE GRADE RS BUILT
- _`_'_:'_:.'- -- _ `._.... f..
-lu.uu 0.00 lu_uu 2U.uu 3u.uu 4u.uu Su.uu tiu_uu Iu.UU du.uu uu.uu 140 -OD llu.uu 12u.uu 13u-uu 14u.uu ItM-LIO 1[iu.uu Ifu.uu
��
S.K. 1UU2 K/VV ANU PKUJtI:
ON
�M1
72.0'
cO IQ
47
APPROXIMATE LOCATION
SND
V Nd
CENTERLINE OF S.R. 5002 OF EXISTING DITCH
.�PROPERTYLINE
4 Inn
[Q
I
u) V'
�N
li C7d
CR
1! Q7
{ SILT FENCE - �• 9 I-"
(7N
m
qlM
GH
�'-��`..,. ..•I
o
W c
_EXISTING
.. GRADE
cti Co
nTf�jJ
tli qy
- r
r7 aj
vi IM1
ifi 17h
90.0 TO CENTS€RC1M
r:
BER
t 12-0'
12.0' BERM 12.0' -
8 S
ti>
ow77
ow----
PROPOSED
BERM
20.0'
MATCH
EXISTING m EXISTING
.I
GRADE GRADE RS BUILT
- _`_'_:'_:.'- -- _ `._.... f..
-lu.uu 0.00 lu_uu 2U.uu 3u.uu 4u.uu Su.uu tiu_uu Iu.UU du.uu uu.uu 140 -OD llu.uu 12u.uu 13u-uu 14u.uu ItM-LIO 1[iu.uu Ifu.uu
��
ON
�M1
fL
p[Id
cO IQ
47
10
�+
SND
V Nd
Sf
Nn
4 Inn
[Q
Oi
u] Nn
u) V'
�N
li C7d
CR
1! Q7
+B cl
^ ijld
(7N
NN
qlM
�n
N N^
aj
cti Co
,xe 1p
tli qy
- r
r7 aj
vi IM1
ifi 17h
�O m
r:
0 P7
ri In
r I~
M cp
1+ qi
ri 1.-
r
\\ \\ PROPOSED FILL PROPOSED CUT
AS -BUILT (ED -,t AS -BUILT SPOT GRADES (FOR TOP OF BERM)
PROPOSED GRADE
PRE -CONSTRUCTION EXISTING GRADE RNV (RIGHT-OF-WAYj
IIS! V U I LTS
0.00
30.40
20.00
10.00
0.00
z L1
z
2 C
o
z
�Q 0 Z
6L
�¢
�-/3 m
L^L .)
CL Lu
E
co
0N
d E I.L
LL U
w
a.
w
O cu ED
oz 0 N
cr CD
W- < D
LLr
W �0
hn � LL
�L.LO
In
PRa.I. NO._ 1002
CRAWN Br: RC
-E: 6117113
SHEET:

13.00
Es
12.00
a 11.00
10.00
9.00
6.00
7.00
m
m 6.00
0 5.00
z
u 4.00
3.00
�
2.00
1.00
0.00
100
3 -2.D0
i
AS -BUILT LIDAR
C
13.00
12.00
11.00
10.00
9.00
5.00
7.00
9 r
ri Ir 6.00
O 5.00
z
4.90
3.00
2.00
1.00
0.00
- -1,00
-2.09
IIIAS-BUILT LIDAR
STA: 82+60.00 (SEE SHEET C3.2) STA: 83+00,00 (SEE SHEET C3.2) STA: 83+40.00 (SEE SHEET C3,2) STA: 83+80,00 (SEE SHEET C3.2) STA: 84+20,00 (SEE SHEET C3.2) k
CENTERLINE OF
INTERVALLEY
CONNECTOR
i
I I
I I
I I
EXISTING
GRADE AS -BUILT
GRADE .
13.00 13.00 r 13.D0 14.00 14.DD 13.90 13.00 13.00 - 13.Dl S �r
I � rr�
CENTERLINE OF CENTERLINE OF CENTERLINE OF CENTERLINE OF z x
12.00 12.00 12.DD 13.00 - - - 1312.DO - 12.00 12.DO 12
INTERVALLEY INTERVALLEY INTERVALLEY INTERVALLEYA0 Z-,6
a x
CONNECTOR CONNECTOR I CONNECTOR f CONNECTOR
v a
11.00 11.00 11.00 12.00 - 12.00 11.00 - 11-00 11.00 itocz z
o
1D.00 10.00 10.00 11.00 - 11 -OD 1D.D0 - - 10.00 10.00 - 10.00
EXISTING EXISTING
9.00 8.00. GRADE 9,D0 10.00 - -- 10.00 9.00 GRADE 9'Do 9.00 EXISTING --� 9.D0 �.
AS -BUILT AS -BUILT -
GRADE EXISTING GRADE A ;GRADE AS-BUILTS,DO 8.Da SM 9.90 GRADE AS -BUILT 9,00 6.90 &DO 8.90 GRADE -7\ 8.DO �, a
GRADE R
7.DO 7.00 _ 4 7.00 8.00 - $-00 7.00 7A0 7.00' 5.T} ]-00 a s
6.00 m 6.OD 5.00 m 7.00 •� - .- .._ .... 6.60 m 6.00 6.00
c MATCH MATCH { --T -f- _ - MATCH MATCH 4
s.e D � � a MATCH
EXISTING MATCH I EXISTING J `{;;a'7 EXISTING MATCH g
5.00 6 5.00 -- EXISTING .5.aD p 6.00 J MATCH 6.00 5.00 5.00 Q 5.00 EXISTING L 5.DD '� 8 v u
z GRADE GRADE z EXISTING z GRADE GRADE z EXISTING a a a ri z
EXISTING GRADE + �
4.DO 4.00 4.00 5.00 GRADE s.s i GRADE 5.00 4A0 4.DO 4.00 I GRADE s 4.00
VALLEY BOTTOM ; I x
- VALLEY BOTTOM
3-00 3.00 ELEV. = 5 9$l6 _ 3-00 4.00 VA:LEY 4.00 3.00 - 3-00 3.00 VALLEY BOTTOM _I 3-00 v
VALLEY BOTTOM Ti ELEV. _ - ELEV. = 5i64 '
ELEV. = 5.898
2.00 2.00 -- 2.00 3.00 - I- -- 9.00 2.00 - -I - - ___2
00 2.00 2-00
1 �
1.00 1.00 -- 1.00 2.90 - - 2.DD I M -- 1.00 1.00 1.00 I a
r-,
D,00 0.00 ---- 0.D0 1.OD - 1A0 DDO - - - O.DO 0.00 DAD
-1.00 -1.D0 -1.00 0.00 -- -- O.OD -1.00 - -- -- --- -1.00 -1.00 -1.00
2 00 200 200 1 00 1 OD 200 - 2 DO 2 QO 2 00
-15.00 -10.00 -6.00 O,OD 5,00 10.00 15.00 -
-15.00 -10.00 -5.00 0,00
AS-BUILT LID
-
10.0015.
5.D°Oo D°o0
-15.00
AS -BUILT LIDAR
-1cQ0.Dm0 -5.0I0
N
0,00 5.00 10.0015.0w0
0.00
-15.0n0 -1(p0,.0n0 -5.0n0 0,00 N5.0-0 10.00 1O5.;I DO
AS BUILT L'DAR n 7-7
c�n nlym
-1 O.cD�O -,.5.,.10I
10.00
0.00 1tGp5.).
R
-15II;
AS -BUILT LIDAvppI�
0.00 tp5y.0llI
0+r•�0
°µ
EXISTING
GRADE
AS -BUILT
CENTERLINE OF
13.00 13.00 r 13.D0 14.00 14.DD 13.90 13.00 13.00 - 13.Dl S �r
I � rr�
CENTERLINE OF CENTERLINE OF CENTERLINE OF CENTERLINE OF z x
12.00 12.00 12.DD 13.00 - - - 1312.DO - 12.00 12.DO 12
INTERVALLEY INTERVALLEY INTERVALLEY INTERVALLEYA0 Z-,6
a x
CONNECTOR CONNECTOR I CONNECTOR f CONNECTOR
v a
11.00 11.00 11.00 12.00 - 12.00 11.00 - 11-00 11.00 itocz z
o
1D.00 10.00 10.00 11.00 - 11 -OD 1D.D0 - - 10.00 10.00 - 10.00
EXISTING EXISTING
9.00 8.00. GRADE 9,D0 10.00 - -- 10.00 9.00 GRADE 9'Do 9.00 EXISTING --� 9.D0 �.
AS -BUILT AS -BUILT -
GRADE EXISTING GRADE A ;GRADE AS-BUILTS,DO 8.Da SM 9.90 GRADE AS -BUILT 9,00 6.90 &DO 8.90 GRADE -7\ 8.DO �, a
GRADE R
7.DO 7.00 _ 4 7.00 8.00 - $-00 7.00 7A0 7.00' 5.T} ]-00 a s
6.00 m 6.OD 5.00 m 7.00 •� - .- .._ .... 6.60 m 6.00 6.00
c MATCH MATCH { --T -f- _ - MATCH MATCH 4
s.e D � � a MATCH
EXISTING MATCH I EXISTING J `{;;a'7 EXISTING MATCH g
5.00 6 5.00 -- EXISTING .5.aD p 6.00 J MATCH 6.00 5.00 5.00 Q 5.00 EXISTING L 5.DD '� 8 v u
z GRADE GRADE z EXISTING z GRADE GRADE z EXISTING a a a ri z
EXISTING GRADE + �
4.DO 4.00 4.00 5.00 GRADE s.s i GRADE 5.00 4A0 4.DO 4.00 I GRADE s 4.00
VALLEY BOTTOM ; I x
- VALLEY BOTTOM
3-00 3.00 ELEV. = 5 9$l6 _ 3-00 4.00 VA:LEY 4.00 3.00 - 3-00 3.00 VALLEY BOTTOM _I 3-00 v
VALLEY BOTTOM Ti ELEV. _ - ELEV. = 5i64 '
ELEV. = 5.898
2.00 2.00 -- 2.00 3.00 - I- -- 9.00 2.00 - -I - - ___2
00 2.00 2-00
1 �
1.00 1.00 -- 1.00 2.90 - - 2.DD I M -- 1.00 1.00 1.00 I a
r-,
D,00 0.00 ---- 0.D0 1.OD - 1A0 DDO - - - O.DO 0.00 DAD
-1.00 -1.D0 -1.00 0.00 -- -- O.OD -1.00 - -- -- --- -1.00 -1.00 -1.00
2 00 200 200 1 00 1 OD 200 - 2 DO 2 QO 2 00
-15.00 -10.00 -6.00 O,OD 5,00 10.00 15.00 -
-15.00 -10.00 -5.00 0,00
AS-BUILT LID
-
10.0015.
5.D°Oo D°o0
-15.00
AS -BUILT LIDAR
-1cQ0.Dm0 -5.0I0
N
0,00 5.00 10.0015.0w0
0.00
-15.0n0 -1(p0,.0n0 -5.0n0 0,00 N5.0-0 10.00 1O5.;I DO
AS BUILT L'DAR n 7-7
c�n nlym
-1 O.cD�O -,.5.,.10I
10.00
0.00 1tGp5.).
R
-15II;
AS -BUILT LIDAvppI�
0.00 tp5y.0llI
0+r•�0
°µ
EXISTING
GRADE
AS -BUILT
CENTERLINE OF
npp
a
6 '61'd�
12.00
VALLEY BOTTOM jI
ELEV. = 57883
GRADES
MATCH
INTERVALLEY-
�:m f'6 r-:
GRADES
[%]
�1-
GRA0E5
r. '6
�.0�0
-n0
�0
(6i(6 m!n '6 t6
GRADES
12,00 -
STA82+S0I00 (SEE SHEET C3.2)
STA: 83+24,OO�SHEET
C32)
.qr. STA: 83+60100
(SEE SHEET G3.2)
STA: 84+00.00 (SEE SHEET C3,2)
STA: 84+40,00 (SEE SHEET C3.2)
11.Oa
uJ
2.00
I, w
CENTERLINE OF
I'
TERVALCEY-
CONNECTOR
I
la �
EXISTING
°µ
EXISTING
AS -BUILT
GRADE
GRADE
AS -BUILT
CENTERLINE OF
rt4
EXISTING
5.8'
12,0-0INTERVALLEY
12.00
VALLEY BOTTOM jI
ELEV. = 57883
12.00
MATCH
INTERVALLEY-
12,00
[%]
13.00
12,00
©Z
o E
12,00 -
-
h CONNECTOR
Q
11.00-
z
11.00
11.Oa
uJ
2.00
11.00
12.00
10.DD
-
i0.D0
EXISTING
10.00-
10.09
Q
K��t LL
2 W O
11.00
-
H
N � 0
GRADE
9.00-
-
9.00
9.00
- - - -
-- -
- 9.00
10.00
C,RADE
AS -BUILT
6.00
8.00
-GRADE-
6.00
9.00
7.00
C
O
z
7.00
_ z:t
5 8' .- ^
7.00
m
O
z
6.00
MATCH
,ISTING -.
GRADE
m
- rr
l
m
6.00
m
6.00A
,..! �
6.00
C
7.00
3.00
J
3.09
-__ _. _.--
3.00
500
0
5.00
MATCH
EXISTING
MATCH
EXISTING
5.00
O
6.00
z
GRADE
GRADE
1.DO
z
4 -DO
4.00
--- - - -
4,00
5.90
- - -
3.00
O.Do
3.00
-1.00
3.00
4.00
VALLEY BOTTOM
ELEV. = 5+14
2..00
2.00
2.D0
3.00
1.00
1.00
100
2.00
D.DO
0.00
O.DO
1.00
-1.00
-1.0D
-1 Aa
0.00
-2.00
-2,00
-2,00
-1,00
-15-OD-10.00 .5.00 0,00 5.00 10-00 15.00
CENTERLINE OF
5.00 10.00 15.00
TERVALCEY-
CONNECTOR
_
CONNECTOR
EXISTING
J
EXISTING
AS -BUILT
GRADE
GRADE
AS -BUILT
- MATCHR-
EXISTING
rt4
EXISTING
5.8'
12,0-0INTERVALLEY
MATCH
a
VALLEY BOTTOM jI
ELEV. = 57883
EXISTING aT
MATCH
I
EXISTING
[%]
GRADE
12,00
©Z
o E
12,00 -
-15-OD-10.00 .5.00 0,00 5.00 10-00 15.00
CENTERLINE OF
5.00 10.00 15.00
IRT
_
CONNECTOR
EXISTING
J
13.00
GRAD
13.00
AS -BUILT
CENTERLINE OF
13.00
cn
12,0-0INTERVALLEY
MATCH
a
0L
O
EXISTING aT
MATCH
CONNECTOR
EXISTING
[%]
GRADE
12,00
©Z
o E
12,00 -
-
12-00
Q
11.00-
z
a.
z
uJ
2.00
11.00
11.00
-
-
11,00
O
10.00-
1000
Q
K��t LL
2 W O
10.00
-
H
N � 0
10.00
9.00-
-
900
9.00
EXISTING
AS -BUILT
9,D0
800
C,RADE
GRADE
8.00
6.00
6.00
7.00
7,00
600
5.DD
C
O
z
TDO
6.00
5.00
- -
�
- - - .. _
.-
MATCH
_ _EXJSTN_C-_
5.T GRADE
TAD
5.00
5.D0
m
O
z
6,00-
5.00
4.00
MATCH
,ISTING -.
GRADE
4.00
4.00---4,00VALLEY
BOTTOM -
3.aD
ELEV. = 5.888
3.00
3.09
-__ _. _.--
3.00
2.00
2.00
2.00
- - -
2.00
1.00-
1.00
1.DO
-- - -
1.00
0.00-
0.00
0.00--
O.Do
-1.00
-15-OD-10.00 .5.00 0,00 5.00 10-00 15.00
CENTERLINE OF
5.00 10.00 15.00
IRT
_
CONNECTOR
EXISTING
J
0.00 S.OD 10.00 15.00
GRAD
O
LL
AS -BUILT
9.00
GRADE
cn
8.00
MATCH
a
0L
O
EXISTING aT
MATCH
GRADE
EXISTING
[%]
GRADE
VALLEY BOTTOM
©Z
o E
ELEV, = 554
d.00
-15-OD-10.00 .5.00 0,00 5.00 10-00 15.00
-15.00.10.00 5-00 0,00
5.00 10.00 15.00
-15.00.10.00 5.00 0,00
_
Z
0.00 5.00 10.00 15-00
J
0.00 S.OD 10.00 15.00
10.0cc
O
LL
W
9.00
LU
M
cn
8.00
Ff
0L
O
7.0D
D {�
C7
PRO). NO._ 1Wz
6.00
[%]
W
s.0a
©Z
o E
Z
d.00
O!n
LL kJ
Q
3.00
z
a.
z
uJ
2.00
vJ
J
1.00
O
PROPOSED CUT
0.00
Q
K��t LL
2 W O
rt/
LL
WWL
-1.00W
H
N � 0
r
-15-OD-10.00 .5.00 0,00 5.00 10-00 15.00
-15.00.10.00 5-00 0,00
5.00 10.00 15.00
-15.00.10.00 5.00 0,00
5.00 %00 15 -OD
-15,00-10-OG -5.00
0.00 5.00 10.00 15-00
- -15.00.10-00 -5.00
0.00 S.OD 10.00 15.00
mim t J`:� sTln Nlm °=a NIS
r n a,cv, ev +n 01,1 oo;" ca °n
N � ui .
AS -BUILT LIDAR Min ry cyn
'N a m "lq
PRE N TRO TI N�ti a m.Ie
i
yen o°e wpm
ry CRIn n n
°u °fi
AS -BUILT LID
�RE N TRU C TI N
o,� ole a�
� gn ... v? C4
ri;.� n
i
w� �n w m
1� I.Im w m
a. [pIu'i +n
i -- --
AS -BUILT LIDAR �,n u1 m ooa
PRE. N TRD TI ole tq r �
,e m n
-�-lam--
ci,n 001"
o r a' w m
buy
I
AS -BUILT LIDAR �.,n
n -;a u1 °n e+3'r
PRE N TRD TI N �I,gy
-71n q°m as
,o ,o
PRO). NO._ 1Wz
aC n.lm OC7 M sP W
AI
GRADES I L-__'
pp rflGro {p
_L-__�_
GRAPES
Ivo ap
_ I _
�p uj
_LL
p;lm �
GRADES _L I
rD{w mlu'i
)_ ;_ _'
r�p�fri {pl,o
GRADES �_
gp �p�rG Nj
°
��
ORAwNer: RC
1� PROPOSED FILL
PROPOSED CUT
-E. 6117113
ALIGNMENT = NORTH PL "' AS -BUILT SHEET:
q SCALE 11°' x 17" = 1' = 20' H K AS -BUILT SPOT GRADES (FOR ROAD BASE) -BUIL
-S C5.6
1" = 20'V PROPOSED GRADE
22"x34" =1'=10'H
1" = 10' V PRE -CONSTRUCTION EXISTING GRADE
m4
I

K
11
13.00
12.00
11.00
10.00
9.00
5.00
7.00
m
P_
6.00
O 5.00
z
4.00
3.00
2.00
1,00
0.00
-1.00
-2.00
ILT LIDAR
1300
12.00
11 -OD
10.00
9 -OD
8.OD
7.00
m
r
6.00
1? 5.DD
z
4.00
3.00
2-00
1.OD
0.00
-1.00
-2.00
BUILT LIDAR
STA: 84+60.00 (SEE SHEET C3.2) STA: 85+00.00 (SEE SHEET C3.2) STA: 85+40.00 (SEE SHEET C3.2)
13.00 13,00
12.00 12.00
11.00 11.00
10.00 10.00
9,00 9.00
8.00 &OD
7.00 7.00
m
6.00 m 6.00
D
5.00 0. 5.00
z
COO 400
3.00 3.00
2.00 2.00
1,00 1.00
0,00 0.00
-1.00 -1.00
CENTERLINE OF
INTERVALLEY
CONNECTOR
INTERVALL
STING -
GRADE
CONNECTOR
EXISTING
GRADE
AS -BUILT
MATCH
EXISTING -
GRADE
GRADE
EXISTING
GRADE
_
5.7
MATCH
VALLEY BOTTOM
ELEV. = 54
EXISTING -
MATCH
GRADE
EXISTING
12.00
GRADE
VALLEY BOTTOM
ELEV. = 5.72f
CONNECTOR
13.00 13,00
12.00 12.00
11.00 11.00
10.00 10.00
9,00 9.00
8.00 &OD
7.00 7.00
m
6.00 m 6.00
D
5.00 0. 5.00
z
COO 400
3.00 3.00
2.00 2.00
1,00 1.00
0,00 0.00
-1.00 -1.00
13.00 13.00
12,00 12.00
11.00 11.00
10.00 10.00
9.00 9.00
8.00 6.00
7.00 7.00
m
6.00 m 6.00
a
500 O 5.00
Z
COO 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
-1.00 -1.00
-2.00 -2.00
EXISTING
GRADE
CENTERLINE OF
INTERVALLEY
CONNECTOR
INTERVALLEY
CONNECTOR
INTERVALLEY
CONNECTOR
STING -
GRADE
-BUILT _
GRADE
13.00
t
i
s.r -
MATCH
- EXISTING
GRADE
MATCH
EXISTING -
GRADE
VALLEY BOTTOM
ELEV
EXISTING
GRADE
VALLEY BOTTOM
ELEV. = 5_6%
GRADE
GRADE
VALLEY BOTTOM
ELEV. = 54
12.00
13.00 13.00
12,00 12.00
11.00 11.00
10.00 10.00
9.00 9.00
8.00 6.00
7.00 7.00
m
6.00 m 6.00
a
500 O 5.00
Z
COO 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
-1.00 -1.00
-2.00 -2.00
EXISTING
GRADE
CENTERLINE OF
INTERVALLEY
CONNECTOR
INTERVALLEY
CONNECTOR
-BUILT _
GRADE
13.00
EXISTINI
GRADE
MATCH
MATCH
EXISTING
GRADE
EXISTING
GRADE
VALLEY BOTTOM
ELEV. = 5_6%
GRADE
GRADE
VALLEY BOTTOM
ELEV. = 54
12.00
STA: 85+80.00 (SEE SHEET C3.2) STA: 86+20.00 (SEE SHEET C3,2)
13.00
CENTERLINE OF
13.00
INTERVALLEY
CONNECTOR
13.00
13.00
EXISTINI
GRADE
MATCH
EXISTING
CENTERLINE OF
GRADE
GRADE
VALLEY BOTTOM
ELEV. = 54
12.00
12.00 -----INTERVALLEY
12.00
12.00
CONNECTOR
11.00
11.00
-
11.00
11.00
10.00
10Ao
- - --
10.00
10.00
3.00
9.00
EXISTING
- ---9.00
9.00
GRADE
AS -BUILT
3.00
15.00
GRADE--
8.00
a.0o
?.00
7.00--_
- _
-- - --
7.00
7.00
3.00
m
6.00
-
� ----
6.00
m
6.00
y
MATCH +
y
MATCH
5.00
O
5.00-..EXISTINGs.a
- EXISTING
5.00
O
5.00
z
GRADE
GRADE
z
3.00
COO
-- --
- - �
4,00
COO
3.00
3.00
-
3.00
3.00
VRLLEY BOTTOM
).00
2.00
ELEV. = 4r%65
------.
2.00
2.00
-----
1.00
1.00
1.00
1.00
- -
).00
0.00
0.00
0.00
1.00
-1.00
_
- _._.. ,..--
-1.00
-1.00
2.00
-2.00
-2.00
15.00-10.00 -5.00 0.00 5-00 14.00 15.00 ---- --- -15-00-10.00 -5.00 0,00 5.00 10.00 15.00 -15.00-1_0.00 -5.00 O,DO 5_.00 10,00 15.00 -15-00-10.00 -5.00 0.00 5.00 10.00 15.00 -15-00-10.00 -5.
�N N 7 n1 # RS -BUILT LIDAR rn n a1iN nspo N e mim o e AS -BUILT LIDAR I- W �1 Mr N AS -BUILT LIDAR o �i� o'n cu o r•''m N N AS -BUILT LIQAR W 1-I„, M
N OM1 r N of •1 �D to N N N Q). �G N M1 O O - co 4 N "n WAN N (Di W N� M1 O
(D Spun 6p `n rp ai tp�m gyp: ari W co (61W LO 4zo cp w tplr- I+ r-- fag (6- It)7.`Q �; ap rplw itila0 R�fO to,0 Bj ai 'n u Lo ,rr Oj ;5 Ns 071 WILO W
GRADE$ ., -. GRADES GRADE$ �_ GRADES �.
STA: 84+80.00 (SEE SHEET C3.2) STA: 85+20.00 (SEE SHEET C3.2) STA: 85+60.00 (SEE SHEET C3.2) STA: 86+00.00 (SEE SHEET C3.2)
13.00 13.00 - 13.00 13.00 13.00 13.00- -13.00
CENTERLINE OF CENTERLINE OF CENTERLINE OF CENTERLINE OF
INTERVALLEY 12.04 t2.a0 INTERVALLEY- 12,Oo 12.00 INTERVALLEY 1z.0o 12.00 -INTERVALLEY 12.00
CONNECTOR CONNECTOR CONNECTOR CONNECTOR
11.00 11.00 - 11.00 11.00 11.00 11.00 11.00
10.00 10A0 10.00 10.00EXISTING 10.00 10.00 - 10.00
EXISTING GRADE
EXISTING 9.00 900 ^ GRADE 9.00 9.00 - 9.00 9.00 EXISTING 9.00
GRADEGRADE
_ 8.00 6.00 - - 6.00 800 8.00 6..00 -- 8.00
7.00 7.00 F s. �,7.00 7.00 - - 7.00 7.00 - l= -- - -- 7.00
rl
MATCH rn
T - f ` r �, r�� m S.T
6.OD m 6.00 t 6.00 fn 6.00 6.00 m 6.00 6.40
-
EXIST IN C + C I E
MATCH' MATCH 7a p MATCH ? MATCH
GRADE a MATCH f MATCH f MATCH 1 EXISTING
XISTING - 5.00 O 5.00 EXISTING EXISTING 5.00 C0 5.00 EXISTING J EXISTING 5.00 C) 5AD EXISTING GRADE 5.00
GRADE GRADE f GRADE GRADE GRADE z GRADE
- - 4.00 4.00 +J 4.00 4Ap------- 4.Q0 4.00 - 4.00
AS -BUILT AS -BUILT AS -BUILT AS -BUILT
LLEY BOTTOM GRADE VALLEY BOTTOM �i GRADE VALLEY BOTTOM GRADE VALLEY BOTTOM GRADE
ELEV. = 5 @8 3.00 3.00 ELEV. = 5:.646 - 3.00 3.oa __ -ELEV. = 5,592 3.00 3.00 ELEV. = 5,588 3.00
2.00 2.00 2.00 2-00 2.00 2.00 2.00
1.00 1.00 - --- 1.00 1.00.--- - 1.D0 1.00 -- _.. - 1.DO
-- - 0.00 0.00 -- -- -- --- - 0.00 000 - 0.00 0.00 0.00
-1.00 -1.00 -1.00 -1.00 - - . - .. -1.00 -1.04 -1.00
-2.00 -2.00 -2.00 -2.00 1 -2.40 -2.00 -2.00
15.D0-10.00 -5.DO 0,00 &OD 10.00 15.00 -15.DO-10.00 -5.DD 0,00 5.00 1D.D0 _15.00 -15.D0-10.00 -5.D0 0-00 5.00 lO.D0 15.00 -15.00-10.00 -500 0.00 5.00 10.00 15.00
IN- AS -BUILT LIDA�jlo ao�,n"e" AS -BUT LIDAR R No W' r CD
r] Oq rn n mC� ry r7
ui a7 CD a- (rSD rorop p PRE TI N PRENTRUTI
rD W W p,nasn e7,n cD S
GRADES a a Loo m N M� q Ar'aSp@no
GRADES i
1� PROPOSED FILL PROPOSED CUT
`s
ALIGNMENT = NORTH PL . •' . . AS -BUILT
q SCALE 11" x 17" = 1'=20'H $.:e AS -BUILT SPOT GRADES (FOR ROAD BASE)_ I LTA
1" = 20'V PROPOSED GRADE
22"x34" =1"=10'H
1" = 10' V PRE -CONSTRUCTION EXISTING GRADE
N
13.0 k
a
a
rs
11.00
0
10.00
9.00 R m
S = c5
8.00 N
12
7.00 8 g -g
p m je n s
_4
6.00
E�
5.00
r4iaa�ariz
3.00
2.00 �F
1.00 I
I --s
0.00
-1.00
DO 2.00
0.00 5.00 Woo 15.00
O�w 041`0 A17
� r 0410!,0410!a,1Wr;
a ujlvi WILD r to
z V
z
al z
Z
M O 0
Z
J Q Q
4� L)
W
m .�
Q
F=
W
E Z
00
w
a.
C W
v_ c J
oz
o }
LLJ�
__xx Q rt/
LL
2060 WL
W '►hn H r
�LLO Z
U) c
PRO). NO - 1002
DRAWN BY: RC
-E: 6117113
SHEET:
C5.7
CENTERLINE OF
INTERVALLEY
CONNECTOR
AS -BUILT -
GRADE -
EXISTINI
GRADE
MATCH
EXISTING
MATCH
EXISTING
GRADE
GRADE
VALLEY BOTTOM
ELEV. = 54
- -
15.00-10.00 -5.00 0.00 5-00 14.00 15.00 ---- --- -15-00-10.00 -5.00 0,00 5.00 10.00 15.00 -15.00-1_0.00 -5.00 O,DO 5_.00 10,00 15.00 -15-00-10.00 -5.00 0.00 5.00 10.00 15.00 -15-00-10.00 -5.
�N N 7 n1 # RS -BUILT LIDAR rn n a1iN nspo N e mim o e AS -BUILT LIDAR I- W �1 Mr N AS -BUILT LIDAR o �i� o'n cu o r•''m N N AS -BUILT LIQAR W 1-I„, M
N OM1 r N of •1 �D to N N N Q). �G N M1 O O - co 4 N "n WAN N (Di W N� M1 O
(D Spun 6p `n rp ai tp�m gyp: ari W co (61W LO 4zo cp w tplr- I+ r-- fag (6- It)7.`Q �; ap rplw itila0 R�fO to,0 Bj ai 'n u Lo ,rr Oj ;5 Ns 071 WILO W
GRADE$ ., -. GRADES GRADE$ �_ GRADES �.
STA: 84+80.00 (SEE SHEET C3.2) STA: 85+20.00 (SEE SHEET C3.2) STA: 85+60.00 (SEE SHEET C3.2) STA: 86+00.00 (SEE SHEET C3.2)
13.00 13.00 - 13.00 13.00 13.00 13.00- -13.00
CENTERLINE OF CENTERLINE OF CENTERLINE OF CENTERLINE OF
INTERVALLEY 12.04 t2.a0 INTERVALLEY- 12,Oo 12.00 INTERVALLEY 1z.0o 12.00 -INTERVALLEY 12.00
CONNECTOR CONNECTOR CONNECTOR CONNECTOR
11.00 11.00 - 11.00 11.00 11.00 11.00 11.00
10.00 10A0 10.00 10.00EXISTING 10.00 10.00 - 10.00
EXISTING GRADE
EXISTING 9.00 900 ^ GRADE 9.00 9.00 - 9.00 9.00 EXISTING 9.00
GRADEGRADE
_ 8.00 6.00 - - 6.00 800 8.00 6..00 -- 8.00
7.00 7.00 F s. �,7.00 7.00 - - 7.00 7.00 - l= -- - -- 7.00
rl
MATCH rn
T - f ` r �, r�� m S.T
6.OD m 6.00 t 6.00 fn 6.00 6.00 m 6.00 6.40
-
EXIST IN C + C I E
MATCH' MATCH 7a p MATCH ? MATCH
GRADE a MATCH f MATCH f MATCH 1 EXISTING
XISTING - 5.00 O 5.00 EXISTING EXISTING 5.00 C0 5.00 EXISTING J EXISTING 5.00 C) 5AD EXISTING GRADE 5.00
GRADE GRADE f GRADE GRADE GRADE z GRADE
- - 4.00 4.00 +J 4.00 4Ap------- 4.Q0 4.00 - 4.00
AS -BUILT AS -BUILT AS -BUILT AS -BUILT
LLEY BOTTOM GRADE VALLEY BOTTOM �i GRADE VALLEY BOTTOM GRADE VALLEY BOTTOM GRADE
ELEV. = 5 @8 3.00 3.00 ELEV. = 5:.646 - 3.00 3.oa __ -ELEV. = 5,592 3.00 3.00 ELEV. = 5,588 3.00
2.00 2.00 2.00 2-00 2.00 2.00 2.00
1.00 1.00 - --- 1.00 1.00.--- - 1.D0 1.00 -- _.. - 1.DO
-- - 0.00 0.00 -- -- -- --- - 0.00 000 - 0.00 0.00 0.00
-1.00 -1.00 -1.00 -1.00 - - . - .. -1.00 -1.04 -1.00
-2.00 -2.00 -2.00 -2.00 1 -2.40 -2.00 -2.00
15.D0-10.00 -5.DO 0,00 &OD 10.00 15.00 -15.DO-10.00 -5.DD 0,00 5.00 1D.D0 _15.00 -15.D0-10.00 -5.D0 0-00 5.00 lO.D0 15.00 -15.00-10.00 -500 0.00 5.00 10.00 15.00
IN- AS -BUILT LIDA�jlo ao�,n"e" AS -BUT LIDAR R No W' r CD
r] Oq rn n mC� ry r7
ui a7 CD a- (rSD rorop p PRE TI N PRENTRUTI
rD W W p,nasn e7,n cD S
GRADES a a Loo m N M� q Ar'aSp@no
GRADES i
1� PROPOSED FILL PROPOSED CUT
`s
ALIGNMENT = NORTH PL . •' . . AS -BUILT
q SCALE 11" x 17" = 1'=20'H $.:e AS -BUILT SPOT GRADES (FOR ROAD BASE)_ I LTA
1" = 20'V PROPOSED GRADE
22"x34" =1"=10'H
1" = 10' V PRE -CONSTRUCTION EXISTING GRADE
N
13.0 k
a
a
rs
11.00
0
10.00
9.00 R m
S = c5
8.00 N
12
7.00 8 g -g
p m je n s
_4
6.00
E�
5.00
r4iaa�ariz
3.00
2.00 �F
1.00 I
I --s
0.00
-1.00
DO 2.00
0.00 5.00 Woo 15.00
O�w 041`0 A17
� r 0410!,0410!a,1Wr;
a ujlvi WILD r to
z V
z
al z
Z
M O 0
Z
J Q Q
4� L)
W
m .�
Q
F=
W
E Z
00
w
a.
C W
v_ c J
oz
o }
LLJ�
__xx Q rt/
LL
2060 WL
W '►hn H r
�LLO Z
U) c
PRO). NO - 1002
DRAWN BY: RC
-E: 6117113
SHEET:
C5.7

i
15.0'
MATCH
EXISTING
GRADE
C
MATT
C+rr'%-'r1r'1w l A A
PLAN VIEW
CH
NG
,DE
C
AATT
16.0'
SECTION B -B
16.0'
SECTION C -C
24.0'
3.0' 1 14.0'
'- BENCH
5.01 -i 4.0' - 5.0'
r
EXISTING
GRADE COIR MATTING
5.0'
SECTIPN D -D
24.0'
1 o.0'
5.0°
3.0'
BENCH
MATCH
EXISTING
GRADE
3.4° 4.0'
/x FA/ ✓j��/��/j,�/\\//\\//�\\\//\�/ /j \l/moi ! . //; % / �� \/\/\��\�/\\�/���/. !% VATCH
EXISTING �&1te!n% ���\\j� j�\f�//x\ \ >\ \ \ \ E?tISTING
GRADE \'9��//` GRADE
SECTION E -E AS -B U I LT,S
'ONSTRUCTED USING A MIXTURE OF STONE SIZES. 50% NCDOT CLASS 1 STONE, 25% NCDOT CLASS B STONE, 251/o CLASS A
STONE "SEAL" ROCK MIXTURE WITH A THIN LAYER OF 57 STONE.
2. CONTRACTOR SHALL CONSOLIDATE THE STONE CONSTRUCTION WITH A SMALL PLATE COMPACTOR OR BY "PRESSING" WITH THE EXCAVATOR BUCKET.
3. ELEVATIONS AND DIMENSIONS SHOWN ARE AFTER CONSOLIDATION.
4. ALL EXPOSED SOIL WITHIN THE 20' RIFFLE SECTION SHALL BE SEEDED AND STABILIZED USING A RECD - COIR MATTING - C125BN BY NORTH AMERICA
GREEN OR APPROVED EQUAL.
`R RIG TOF OFST TI ALIGNMENT
" Fi = RIGHT OF STATION ALIGNMENT
AS -BUILT FIELD SPOT GRADES RIFFLE ELEVATIONS 2128114
RIFFLE NUMBER B1 B1L
E1
62 B2L
62R
B3 B3L
C1)
(C1L)
(C1R)
cC2 C4L
g
cmC3E.
g3
Q 01L
1R
a2 4i2L.
2R
E1 E1L
-1R E2
E2L
1 5.880- 5.246
5.426
4.596- 4.768
6.048
4.888 3.725
3.683
#959-
5.141
5.315
3.598- 4.734
4.942
3.889
4.925- 5.217
5.37$
1.808
2.063#85+}
5.1 6
5.339 3-58
{�
3.435
3.247
2 -4-588! 4.696
4.823
4.899- 4,330
4.624
-0..608 3.205
3.289
4.702
8.889- 4.242
4.53D
-i!.569 540
2.839
err 4,770
4.952
2.737
2.613
4:358- 4.581
4,830 3-66
2.373
2.865
3 -#888-- d.310
4.365
3-588- 3.876
4.158
3:8®B- .612
.294
3 958 4.145
4.375
X599 - 4.050
4.013
2.0009 1.824
089
X925 4.135
4.339
- 0.670
0.864
3,059 A.ppS
4.3[}3 2 598
360
4 3-. A 3.562
3.998
3-9 3.216
3.240
-SAB- 2.254
2.404
3:488- 3.506
8.835
-2 9- 3.232
3.586
4-599- 1.215
1.804
3-49rr 3.630
3.818
-588 0.230
0.147
335 3.576
3.593 X888-
2.072
2.316
z�' z
94 H
z
Lo
O
� U
JU �
J 0
u-
4
LU
co
CL
I,E
0 c J
r U H
a
E W
LL
rn =
z
z
O %
�J 0 C - O C
w- ¢ LL w
2060
F
EL On
PROJ. No.: 1402
rnuwN BY: RC
DATE: 6/17113
SHEET:
S6.1

TOP OF BERM -6' V 10' 3' 5'
— a_� MATCH
EXISTING GRADE
=- --�-�- --=�
- - - -
CIE:[ a__ -------------
L_ J
—_--' J�EXISTING DITCH
CROSS SECTION
TOP OF BERM ELEV. = 12.0' NAVD
EXIST. DITCH
SELECT // BOTTOM = 5' -1-
GRANULAR MINERAL SOIL
EXCAVATE BENEATH 18' 14' 15'
BOTTOM OF EXIST. --
DITCH (18" MIN.)
TO MINERAL SOIL
CROSS SECTION OF PLUG AT NORTH END OF SECTION A - A
Not to Scale
EXISTING 10'+/- VALLEY WIDTH (VARIES) 10' +/- VALLEY SIDE SLOPE
GRADE TRANSITION (BASED ON GRADING PLAN) TRANSITION - (BASED ON GRADING PLAN)
40' MIN. �:]
GRADED VALLEY ELEVATION
PRIOR TO ROUGHENING
SECTION A - A`
PLAN VIEW OF MICROTOPOGRAPHIC PATTERN
NOTES
GRADE VALLEY TO DESIGN GRADES SHOWN ON THE GRADING PLANS.
MICROTOPOGRAPHY IS TYPICALLY CREATED USING STANDARD TILLAGE EQUIPMENT
CONFIGURED TO FORM MOUNDS AND FURROWS OF APPROPRIATE SIZE. ALTERNATIVE
CONSTRUCTION METHODS SHALL BE APPROVED BY THE. ENGINEER PRIOR TO
CONSTRUCTION.
TYPE 1 VALLEY
(FOR POORLY DEFINED CHANNEL FORMS
N.T.S.
5' - 8` (WIDTH VARIES)
LOWER GUM SWAMP RUN PLAN DETAIL
N.T.S.
BANK WIDTH
T MAX. OR
2' BED LENGTH TO MATCH
LEFT SIDE OF DETAIL ILLUSTRATES
CONDITION WHERE EXISTING GROUND
IS LOWER THAN T ABOVE THE
PROPOSED INVERT
RIGHT SIDE OF DETAIL ILLUSTRATES
CONDITION WHERE EXISTING GROUND
IS HIGHER THAN V ABOVE THE
PROPOSED INVERT
1. PRIOR TO BEGINNING WORK CONTRACTOR SHALL TEST AND REPORT TO THE ENGINEER
THE pH OF THE EXISTING SOIL AND ADD ANY LIME OR FERTILIZER TO ACHIEVE A
SATISFACTORY GROWING MEDIUM TO ENSURE 70% COVERAGE WITHIN 60 DAYS.
2. CONTRACTOR TO GRADE SHELF FROM PROPOSED SHELF ELEVATION BACK TO EXISTING
GRADE WITH A 2:1 (HORIZ : VERT) MAXIMUM SLOPE.
3. IMMEDIATELY AFTER COMPLETING INVERT CONTRACTOR TO IMMEDIATELY APPLY SEED &
STRAW ( WITH TACIFIER )AT TWICE RECOMMENDED COVERAGES FOR PERMANENT SEED
AND THE RECOMMENDED COVERAGES FOR TEMPORARY SEED.
4. SEE SEEDING SPECIFICATIONS FROM EROSION CONTROL PLAN.
LOWER GUM SWAMP RUN INVERT TYPICAL SECTION
N.T.S.
2' MAX.
OR LENGTH
TO MATCH
BANK WIDTH 1.5' BED EXISTING
r EXISTING GRADE
'.:1 TO E XJSTIGRADE
LEFT SIDE OF DETAIL ILLUSTRATES
CONDITION WHERE EXISTING GROUND
IS LOWER THAN 8" ABOVE THE
PROPOSED INVERT
RIGHT SIDE OF DETAIL ILLUSTRATES
CONDITION WHERE EXISTING GROUND
IS HIGHER THAN 8' ABOVE THE
PROPOSED INVERT
1. PRIOR TO BEGINNING WORK CONTRACTOR SHALL TEST AND REPORT TO THE ENGINEER
THE pH OF THE EXISTING SOIL AND ADD ANY LIME OR FERTILIZER TO ACHIEVE A
SATISFACTORY GROWING MEDIUM TO INSURE 70% COVERAGE WITHIN 60 DAYS,
2. CONTRACTOR TO GRADE 1.5 WIDE INTERVALLEY CONNECTOR WITH INVERT AT SOUTH
END AT 6.0' TO 5.5' AT NORTH END.
3. CONTRACTOR TO GRADE SHELF FROM PROPOSED SHELF ELEVATION BACK TO EXISTING
GRADE WITH A 2:1 (HORIZ : VERT) MAXIMUM SLOPE.
4. IMMEDIATELY AFTER COMPLETING INVERT CONTRACTOR TO IMMEDIATELY APPLY SEED &
STRAW ( WITH TACIFIER )AT TWICE RECOMMENDED COVERAGES FOR PERMANENT SEED
AND THE RECOMMENDED COVERAGES FOR TEMPORARY SEED-
S. SEE SEEDING SPECIFICATIONS FROM EROSION CONTROL PLAN.
INTERVALLEY CONNECTOR TYPICAL SECTION
N.T.S.
AS -BU I LTS
0
z�: z
z
Lo O
JQ 0Q
LL F—
a< w
Lum
1.L w
Q
U
W
Z
0
0
W
J
J
Q
I—
Z
Q
cu
L�
0
-Q
c
cu
J
0
_ a
06 0
E o
0
PROJ. NO.: 1902
rnu N Br: RC
mTE: 6/17113
SHEET:
S6.2