20110581 Ver 1_Site Plan_20110624

Strickland, Bev
From: Charles Brown [[e-mail]]
Sent: Friday, June 24, 2011 3:10 PM
To: Strickland, Bev
Subject: RE: Western Cary Streams Restoration
The file is located at _http://pubfiles.townofcary.org
The file is located at USACOE folder
Charles Brown
Stormwater Program Analyst/Town of Cary Engineering
318 N Academy Street
Cary NC 27513
[phone]
Please note that email sent to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties
From: Strickland, Bev [maiIto: bev.stricklandCabncdenr.gov]
Sent: Friday, June 24, 20118:25 AM
To: Charles Brown
Subject: RE: Western Cary Streams Restoration
All I need is an electronic copy of the large site plans in pdf.
l,ievcrly Strickland, Administrative Officer
Division of Water (Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone# [phone]
Email Address: Bev.Stricklan&?Onedenr.Qoy
Main Line # [phone]
Fax Line # [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties-
From: Charles Brown [maiIto: Charles. Brown (s)townofcary orgl
Sent: Friday, June 24, 20118:24 AM
To: Strickland, Bev
Subject: FW: Western Cary Streams Restoration
Bev,
I am trying to respond to your request. What are you needing to review for the Stream Restoration?
Charles Brown
Stormwater Program Analyst/Town of Cary Engineering
318 N Academy Street
Cary NC 27513
[phone]
Please note that email sent to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties
From: Doug McRainey
Sent: Tuesday, June 21, 2011 1:59 PM
To: Strickland, Bev
Cc: Charles Brown
Subject: RE: Western Cary Streams Restoration
Bev,
The Town will send this to you per your request.
Doug McRainey
Parks Planning Manager
Town of Cary Parks, Recreation & Cultural Resources
P.O. Box 8005, Cary NC. 27512-8005
Voice: [phone]
Visit us on the Web @ www.townofcary org
* At the Town of Cary we focus every day on enriching the lives of our citizens by creating an exceptional
environment and providing exemplary services that enable our community to thrive and prosper.
* Please note that email sent to and from this address is subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Strickland, Bev [[e-mail]]
Sent: Tuesday, June 21, 20118:35 AM
To: Doug McRainey
Subject: Western Cary Streams Restoration
Mr. McRainey,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Thanks
Rev
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone# [phone]
Email Address: Bev. Stricklandnnedenngov
Main Line # [phone]
Fax line # [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lax and maybe disclosed to third parties.
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This project was designed by the Wilmington District of the U.S. Army Corps of Engineers
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C SRCOV.d 5/31/2011 1:30:07 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
VIRGINIA
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RESTORATION SITES S ~ 5 Mo -sville ~ • 64
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SHEET PLATE TITLE
I 40 ~n ~ o m o
1 X-1 PROJECT LOCATION VICINITY MAP DRAWING INDEX U
2 X-2 GENERAL LOCATION MAP ~ J m ~ ui Q Y
3 P-1 TYPICAL SECTIONS SITES 1, 3, 6, 7, 11 ~ U ~ ~ T
4 P-2 TYPICAL SECTIONS SITES 4 & 5
5 P-3 TYPICAL DETAILS STREAM RESTORATION MEASURES
3 6 P-4 TYPICAL DETAILS CONSTRUCTED RIFFLES
7 P-5 SITE 1 BENCH CUT SITE PLAN & PROFILE U z J
8 P-6 SITE 3 BENCH CUT SITE PLAN & PROFILE ~WQ
9 P-7 SITE 4 STREAM RELOCATION SITE PLAN STA. 0+44.31 TO 2+70 ~ZU
10 P-8 STREAM RELOCATION SITE PLANS SITE 4 STA.2+70 TO 5+40 SITE 5 STA.0+02.50 TO 0+95
Zw~
11 P-9 SITE 4 STREAM RELOCATION SITE PLAN STA.5+40 TO 8+10 SHEET PLATE Waz 1TE TITLE ~
12 P-10 SITE 4 STREAM RELOCATION SITE PLAN STA.8+10 TO 10+65.73 z
13 P-11 SITE 4 STREAM RELOCATION PROFILE STA. 0+44.31 TO 8*10 EI EROSION & SEDIMENT CONTROL ~ ~ ~
14 P-12 SITES 4 & 5 STREAM RELOCATION SITE 4 STA. 8+10 TO 10+65.73 SITE 5 STA.0+02.5 TO 0+95 41 EC-1 EI -1 EROSION & SEDIMENT CONTROL GENERAL NOTES Q o z
15 P-13 SITE 6 DETENTION POND SITE & GRADING PLAN 42 EC-2 TI -2 TEMPORARY EROSION CONTROL DETAILS cn
16 P-14 SITE 7 DETENTION POND SITE & GRADING PLAN 43 EC-3 T' -3 TYPICAL DETAILS STREAM BLOCKS ~ ~
17 P-15 SITE 11 BENCH CUT SITE PLAN & PROFILE 44 EC-4 T' -4 TYPICAL DETAILS COIR FIBER MATTING BRUSH MATTRESS
18 P-16 SITE 6 DETENTION POND CONCRETE OUTLET STRUCTURE, CONCRETE CATCH BASIN 45 EC-5 T' -5 TYPICAL DETAILS BYPASS PUMPINGOPERATIONS
19 P-17 SITE 7 DETENTION POND CONCRETE OUTLET STRUCTURE 46 EC-6 S -6 STREAM RESTORATION AREAS TYPICAL PLANTING SECTIONS
20 P-18 CROSS SECTIONS SITE 1 BENCH CUT STA.0+04.59 TO 0*97.31 47 EC-7 SI -7 SITE 1 BENCH CUT EROSION & SEDIMENT CONTROL PLAN o
2 21 P-19 CROSS SECTIONS SITE 3 BENCH CUT STA.0+00 TO 1+06.17 48 EC-8 SI -8 SITE 3 BEMCH CUT EROSION & SEDIMENT CONTROL PLAN Q
22 P-20 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 0+44.31 TO STA 1+50 49 EC-9 SI -9 SITE 4 EROSION & SEDIMENT CONTROL PLAN STA. 0+44.31 TO 2+70 0 0
23 P-21 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 1+60 TO 2+70 50 EC-10 EI -10 EROSION & SEDIMENT CONTROL PLANS SITE 4 STA.2+70 TO 5+40 SITE 5 STA.0+02.50 TO 0+95 ~ w
24 P-22 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 2+80 TO 3+90 51 EC-11 SI -11 SITE 4 EROSION & SEDIMENT CONTROL PLAN STA. 5+40 TO 8+10 ~ z ~ O_ X
25 P-23 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 4+00 TO 5+10 52 EC-12 SI -12 SITE 4 EROSION & SEDIMENT CONTROL PLAN STA. 8+10 TO 10+65.73 0 0 ~ ~ ~ O
26 P-24 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 5+20 TO 6+30 53 EC=13 SI =13 SITE 11 BENCH CUT EROSION & SEDIMENT CONTROL PLAN ~ Q } U ~ Z
27 P-25 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 6+40 TO 7+50 Quo O
28 P-26 CROSS SECTIONS SITE 4 STREAM RELOCATION STA +60 TO 8+70 RI RIGHT OF WAY ~ ~ W ~ ~ O
Z
29 P-27 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 8+80 TO 9+90 54 RW-1 SI V-1 SITE 1 BENCH CUT RIGHT-OF-WAY ~ ~ ~ U Z ~ ~ZQ ~UQ
30 P-28 CROSS SECTIONS SITE 4 STREAM RELOCATION STA 10+00 TO STA.10+65.73 55 RW-2 SI V-2 SITE 3 BENCH OUTRIGHT-OF-WAY ~ ~ ~ O> pC
31 P-29 CROSS SECTIONS SITE 5 STREAM RELOCATION STA 0*02.5 TO 0+95 56 RW-3 SI V-3 SITE 4 RIGHT OF WAY STA. 0+44.31 TO 2+70 ~ ~ ~ ~ ~
32 P-30 CROSS SECTIONS SITE 6 DETENTION POND STA.1+60.39 TO 3+80 57 RW-4 RI V-4 RIGHT OF WAY SITE 4 STA.2+70 TO 5+40 SITE 5 STA.0+02.50 TO 0+95 ~ ~
33 P-31 CROSS SECTIONS SITE 6 DETENTION POND STA.4+00 TO 5+40 58 RW-5 SI V-5 SITE 4 RIGHT OF WAY STA.5+40 TO 8+10 3 0
34 P-32 CROSS SECTIONS SITE 6 DETENTION POND STA.5+60 TO 6+36.31 59 RW-6 SI ~-6 SITE 4 RIGHT OF WAY STA.8+10 TO 10+65.73 ~
35 P-33 CROSS SECTIONS SITE 7 DETENTION POND STA.1+52.45 TO 2+80 60 RW-7 SI U ~-7 SITE 6 DETENTION POND RIGHT-OF-WAY ~
1 36 P-34 CROSS SECTIONS SITE 7 DETENTION POND STA.3+00 TO 4+00 61 RW-8 SI ~-8 SITE 7 DETENTION POND RIGHT-OF-WAY
37 P-35 CROSS SECTIONS SITE 7 DETENTION POND STA.4+16.67 TO 5+40 62 RW-9 SI ~-9 SITE 11 BENCH CUT RIGHT-OF-WAY PLATE
38 P-36 CROSS SECTIONS SITE 7 DETENTION POND STA.5+60 TO 7+51.15 NUMBER
39 P-37 CROSS SECTIONS SITE 11 BENCH CUT STA. 0+00 TO 0+70
40 P-38 CROSS SECTIONS SITE 11 BENCH CUT STA. 0+80 TO 1+18.02 PRELIMINARY X-1
DO NOT USE FOR CONSTRUCTION SHEET 1 OF 62
C SiteslndexRev.d n 5/31/20116:29:57 PM

A B C D E F G H
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PRELIMINA Y f I
SCALE IN FEET x-2
DO NOT USE FOR CON LT UCTION 200 100 0 200 400FT
? SHEET 2 OF 62
SCALE: 1''= 200'
C SiteVicini .d 5/31/20113:45:03 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
BENCH CUT
6 I CLEARING & 0
SEEDING LIMITS O
WIDTH a
VARIES 5'
- EXISTING
GROUND

1. % \ i~~- z 0
SLOPE 3
INTERCEPT N
BENCH CUT
PROFILE POINT SLOPE
INTERCEPT
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~ TYPICAL SECTION Q
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WIDTH ~
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~ EXISTING 0 m
q ~ GROUND ~ SLOPE
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~ CLEARING CLEARING LIMITS I w z ~ ZWOC
CLEARING & zo°
SEEDING LIMITS SEEDING LIMITS SOD LIMITS ~ SEEDIN LIMITS W ~ o
WIDTH ~ Qo~
EXISTING 5' VARIES
GROUND WIDTH 4' SHOULDER 10' 4' SHOULDER
5' VARIES
/ 0.5% ~1 SLOPE TOP OF DIKE ~ TOP OF DIKE
~ 3 INTERCEPT ~ EL. 391.825 SITE 7 6.25% EL. 374.875 SITE 6
/4"/FT EXISTING 2% ~ 2% TYP. EL. 391.825 SITE 7
3 GROUND
BENCH CUT 3 3 EXISTING o
2 PROFILE POINT ~ GRAVEL ROAD ~
SLOPE 1 6" AGGREGATE 1 ~
INTERCEPT SLOPE ~~4" FT
- - - - _ - - BASE COURSE 5 ~ w
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1
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PLATE NUMBER
P-1
SHEET 3 OF 62
C T Sect.2.d 5/31/2011 1:30:54 PM

A B C D E F G H
I
CLEARING &
SEEDING LIMITS CLEARING & SEEDING LIMITS
G LIMITS US Army Corps of Engineers
I Wilmington District
WIDTH VARIES BANKFULL WIDTH
6 I OUTSIDE BANKFULL WIDTH POINT BAR WIDTH WIDTH )UTSIDE
WIDTH ° 0
EXISTING a
~ GROUND
- SLOPE INTERCEPT
I SLOPE INTERCEPT 3H:1V 3H~1V
2H~1V
SLOPE ~ ~ SLOPE CENTERLINE 2 INTERCEPT MAXIMUM 3 (TYP) INTERCEPT DEPTH
MAXIMUM DEPTH o
DEPTH I ~ ~ II I~
N °
STREAM RELOCATION STREAM RELOCATI TYPICAL RIFFLE SECTION TYPICAL POOL SEC 5 N.T.S. N.T.S. SCAT ON
SECT ON m
SITES 4, 5 SITES 4, 5 °
o
a
STA. BANKFULL MAXIMUM STA. BANKFULL MAXIM SITE FROM TO WIDTH DEPTH SITE FROM TO WIDTH DEPT 4 0*44.31 373.39 12.2 1.2 4 044.31 3*73.39 17.6 2.7 _ MAXIMUM POINT BAR OUTSIDE CENTERLINE °
DEPTH WIDTH WIDTH DEPTH
2.7 8.9 5.9 1.8
4 373.39 655.52 11.6 1.1 4 3*73.39 6*55.52 16.2 2.4 2.4 8.3 5.4 1.6
4 6.55.52 1065.73 12.2 1.2 4 6*55.52 10*65.73 17.0 2.5 2.5 8.9 5.7 1.7 a
5 02.5 095 9.2 0.7 5 02.5 095 12.2 1.5 1.5 6.4 4.1 1.0 W
°
CLEARING & SEEDING LIMITS
CLEARING & SEEDING LIMITS
0
BANKFULL WIDTH 2'
4 WIDTH VARIES 2 OUTSIDE
POINT BAR WIDTH WIDTH
2' BANKFULL WIDTH 2' EXISTING P0 GROUND
Z 0 N
SLOPE 1.0% 1.0% ~ SLOPE INTERCEPT - - - - - - - - - - - - - - - - w w T CA
m Z O ~ H
1 SLOPE INTERCEPT o W ~ o ~ ro
INTERCEPT 3 (TYP) SLOPE 3H~iV 3H~1V ~ ° q~ ~ Z ~
INTERCEPT W W CL ~ J V ~ LL
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DEPTH
MAXIMUM DEPTH ~ J m ~ w a Y
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AM RE~OCAT ON ~ z
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PLATE NUMBER
P-2
SHEET 4 OF 62
C T Sect. 2.d 5/31/20111:32:57 PM

A B C D E F G H
NOTES CROSS VANE
FLOW THE ANGLE OF THE CROSS VANE SHALL BE
1 APPROXIMATELY 20 DEGREES, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER. THE US Army Corps
yy MAXIMUM ANGLE SHALL BE 30 DEGREES. of Engineers
Wilmington District
BANKFULL 0.3 W ~ 0.3 W ~ 0.3 W 2.IF AN SLOPE GREATER THAN 7 PERCENT IS NEEDED
ELEVATION ELEVATION/STA. TO REACH BANKFULL ELEVATION, CONSTRUCT THE
6 POINT STRUCTURE USING A 7 PERCENT SLOPE THEN PLACE 2 0
RIPRAP BETWEEN THE STRUCTURE ELEVATION AND O
2~°'3~° 20°-30° BANKFULL ELEVATION. a
BANKFULL 3.THERE SHALL BE NO GAPS BETWEEN THE ROCKS OF
ELEVATION THE CROSS VANE. ELEVATION
LEVATION
~ ~ POINT OINT
4.GEOTEXTILE SHALL BE PLACED AS BEDDING MATERIAL ~ BANKFULL
RIPRAP FOR CROSS VANE AND RIPRAP. THE GEOTEXTILE SHALL CLASS I ELEVATJON ANKFULL ,
BANKFULL BE KEYED-IN APPROXIMATELY 1'ALONG THE UPSTREAM RIPRAP LEVATJON
EADER ROCK ELEVATIO SIDE OF THE CROSS VANE STRUCTURE z 0
DOTER CLASS I
ROCK RIPRAP 3'7~ 0.9 deF 0.9 deF N W
STREAM FLOW
HEADER ROCK ELEVATION HEADER ROCK - 2 _ -
-GEOTEXTILE
PLAN VIEW FOOTER ROCK) POINT FOOTER ROCK GEOTEXT 0
s PROFILE VIEW CROSS SECTION VIEW N m _ o
~ TYPICAL CROSS VANE
p-3 NOT TO SCALE a
0
NOTES ROCK VANE
1. HE ANGLE OF THE ROCK VANE SHALL BE APPROXIMATELY
20 DEGREES, UNLESS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER. THE MAXIMUM ANGLE SHALL
z 0
FLIOW BE 30 DEGREES.
1 2.IF AN SLOPE GREATER THAN 7 PERCENT IS NEEDED LIVE STAKE PLANTING SPECIES U
~ TO REACH BANKFULL ELEVATION, CONSTRUCT THE COMMON NAME BOTANICAL NAME LIVE TOP OF BANK STAKES
STRUCTURE USING A 7 PERCENT SLOPE THEN PLACE SILKY DOGWOOD CORNUS AMOMUM (TYP.)
yy BANK FULL RIPRAP BETWEEN THE STRUCTURE ELEVATION AND
ELEVATION BANKFULL ELEVATION. PUSSY WILLOW SALIX CAPREA
RED OSIER DOGWOOD CORNUS SERICEA STOLONIFERA
0.3 W 0.3 W ~ 0.3 W -~a o 0 0 0 0 0 0 0 0
4 ELEVATION/STA. 3.THERE SHALL BE NO GAPS BETWEEN THE ROCKS OF STREAMCO WILLOW SALIX PURPUREA
THE ROCK VANE. POINT BLACK WILLOW SALIX NIGRA o 0 0 0 0 0 0 0 0 0 0
4.GEOTEXTILE SHALL BE PLACED AS BEDDING MATERIAL ELDERBERRY SAMBUEUS CANADENSIS 3~
BANKFULL FOR ROCK VANE AND RIPRAP.THE GEOTEXTILE SHALL
ELEVATION 20, 30, BE KEYED-IN APPROXIMATELY 1' ALONG THE UPSTREAM z ~ 0 N r
SIDE OF THE ROCK VANE STRUCTURE ggNKFULL EXISTING ELEVATION
NO GAPS GROUND POINT BANKFULL iLL LOWER LIMIT OF LIVE TOE OF BANK ~ w ~ Q ° o ~ m ~ ~ I
FOOTER ELEVATION ELE~CATION ION STAKES MEASURED 2' Z ~ N w
ROCK HEADER ROCK VERTICALLY ABOVE TOE ~ ° ~ ~ Z ~
OF SLOPE. 5 TYPICAL PLAN LIVE STAKING Q = o ~ LL U
P-3 NOT TO SCALE o
CLASS I 0.9 d a„ 3-~~ CLASS II 0.9 d m N
RIPRAP ELEVATION RIPRAP eKF , ><TILE 3"-4" EXISTING/GRADED ~ ~
POINT - - EADER ROCK - GEOTEXTILE
~ SLOPE J m LIVE W a
STAKE ~ 2'-3' NOTES LIVE STAKING
PLAN VIEWFOOTER ROCK ~ 1. LIVE STAKES SHALL BE PLANTED ON SLOPES TO
PROFILE VIEW CROSS SECTION VIEW EROSION 3 CONTROL EROSION RECEIVE EROSION CONTROL FABRIC.
CONTROL ~i~ ~ Q
FABRIC ~ 2. LIVE STAKES SHALL BE PLANTED IN STAGGERED ~ z
z TYPICAL ROCK VANE FABRIC
p-3 NOT TO SCALE / LIVE STAKES - ~/2" - 2" DIA. ROWS WITH THE SPACING TO BE SITE SPECIFIC c~n w ~
AND BASED ON TYPE OF VEGETATION EXISITNG. o w v z
NOTES J-HOOK VANE 6
3. LIVE STAKE APPLICATIONS SHALL BE AT LEAST w z ~ 6 TYPICAL LIVE STAKE 3 PLANT SPECIES WITH A 30%, 30%, 40% MIX OF ~~o
1. OR J-HOOK VANES IN SERIES, THE TOP OF THE
DOWNSTREAM J-HOOK SHALL BE PLACED 90 DEGREES P-3 P-3 NOT TO SCALE THE SPECIES. W o Z
OFF THE BASE (AT BANKFULL) OF THE UPSTREAM ~o
J-HOOK.
2.ROCKS IN THE J-TURN SHALL BE SPACED 0.2 TO 0.3 PRELIMINARY Qoz
THE DIAMETER OF THE NEXT BOULDER TO BE PLACED.
DO NOT USE FOR CONSTRUCTION
3.THE ANGLE OF THE J-HOOK SHALL BE APPROXIMATELY
20 DEGREES, UNLESS OTHERWISE DIRECTED BY THE
FLOW CONTRACTING OFFICER. THE MAXIMUM ANGLE SHALL GENERAL NOTES STREAM RESTORATION MEASURES
BE 30 DEGREES.
2 + 1. THE TYPE AND LOCATION OF THE STREAM RESTORATION MEASURE SHALL BE ADJUSTED o
4.IF AN SLOPE GREATER THAN 7 PERCENT IS NEEDED IN THE FIELD BY THE CONTRACTOR AND AT THE DIRECTION OF THE CONTRACTING Q
OFFICER, 0 0
BANK FULL TO REACH BANKFULL ELEVATION, CONSTRUCT THE W STRUCTURE USING A 7 PERCENT SLOPE THEN PLACE ~ ~ Q w
ELEVATION RIPRAP BETWEEN THE STRUCTURE ELEVATION AND 2. ThE STRUCTURE STONE WORK CONSISTS OF FURNISHING, STOCKPILING, PLACING AND ~ ~
0.3 W 0.3 W ~ 0.3 W BANKFULL ELEVATION. MAINTAINING APPROVED STONE USED TO CONSTRUCT ROCK CROSS VANES, ROCK VANES, ~ z ~ ~
GAPS J-HOOK VANES, AND FOR USE IN OTHER LOCATIONS AS DIRECTED. ~ ~ ~ J Q
ELEVATION/STA. 5.GEOTEXTILE SHALL BE PLACED AS BEDDING MATERIAL
POINT ^ FOR ROCK VANE AND RIPRAP. THE GEOTEXTILE SHALL 3. THE QUANTITY OF STONE TO BE INSTALLED WILL BE AFFECTED BY THE ACTUAL CONDITIONS Q ~ p w O w
THAT OCCUR DURING THE CONSTRUCTION OF THE PROJECT. THE QUANTITY OF STONE MAY BE ~ _ ~ p~
n J BE KEYED-IN APPROXIMATELY 1' ALONG THE UPSTREAM ELEVATION BANKFULL ~ J - ~ SIDE OF THE ROCK VANE STRUCTURE BANKFULL EXISTING POINT INCREASED, DECREASED OR ELIMINATED ENTIRELY AS DIRECTED. SUCH VARIATIONS IN QUNATITY ~ ~ w ~ w ~
~NKFULL WILL NO BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF CONSTRUCTION OR A CHANGE IN ~ ~ ~ J OC Q
ELEVATION ELEVATION GROUND BANKFULL 20° -30° ELEVATION .EYATION THE CHARACTER OF THE WORK. ~ ~ ~ U ~ ~
FOOTER NO GAPS _ _ 4.BOULDERS SHALL MEET THE REQUIREMDNTS OF SECTION 32 22 13 OF THE SPECIFICATIONS. W ~ o ~ w
ROCK HEADER ROCK 0.9 d eRF 3-~~ CLASS II 0.9 d BOULDERS OF MINIMUM DIMENSION 36" x 24" x 24" SHALL BE INDIVIDUALLY PICKED FOR USE ~ N ~
IN THE STRUCTURES. BOULDERS SHALL BE RELATIVELY FLAT ON EITHER SIDE IN THE SAME w z ~
ELEVATION RIPRAP eKF DIMENSION, PREFERABLY THE LONG DIMENSION. 3
POINT - - EADER ROCK U w
CLASS I n ~ ~ GEOTEXTILE TEXTILE 5. THE CONTRACTOR SHALL PLACE GEOTEXTILE AND STONE IN LOCATIONS AND THICKNESS, WIDTHS,
1 RIPRAPFOOTER ROCK AND LENGTHS AS SHOWN ON THE PLANS OR AS DIRECTED. ALL STONE SHALL BE PLACED TO FORM A
SEDIMENT AND EROSION CONTROL DEVICE, AN IN-STREAM STRUCTURE, OR A CHANNEL LINING NEATLY PLATE
AND UNIFORMLY WITH AN EVEN SURFACE IN ACCORDANCE WITH THE CONTRACT AND SHALL MEET THE NUMBER
nnnrri r vrr~.~ nnn~~ ~rnrrn~i ~irr~.~
I''LHIV VItW rrcur ILL V 1CYY I,RUJJ JCL I IUIV V 1CYY AHHHOVAL OF I HE UUN I KAU I ING OF F ICLK.
P-3
3 TYPICAL J-HOOK VANE
SHEET 5 OF 62
P-3 NOT TO scue
CarvTVOSei;t. 2.dm 5/31/2011 1:31:31 PM

A B C D E F G H
ROCK SILL SHALL BE INSTALLED MIN.
OF ONE CHANNEL WIDTH FROM START
OF RIFFLE US Army Corps
of Engineers
Wilmington District
3H~1V 3H~1V
6 ROCK SILL DETAIL START RIFFLE AT 0
START OF 1 MINIMUM o 0 0
A B DOWNSLOPE GRADE 3' MINIMUM d
FLOW 0
n
GEOTEXTILE
ROCK SILL DETAIL
B A SECTION A-A
Z
N.T.S.
N
PROFILE VIEW
Ql
5 y
CONSTRUCTED
RIFFLE (TYPICAL) Q
0 1 a
F Cp
F egNk o Syr
F Q
0
3H~1V 3H~1V
- Z 0
a
NOTES 0 0 1.5' MIINIMUM W
1. STONE MATERIAL SHALL CONSIST OF THE FOLLOWING 0
40% - 1 TO 2 INCH STONE
30% - 2 TO 6 INCH STONE
40% - 6 TO 12 INCH STONE
40% -BOULDERS (FOR SILLS)
RIFFLE SECTION DETAIL
4 SECTION B-B m
2.GEOTEXTILE SHALL BE PLACED ON THE UPSTREAM SIDE OF THE SILL
N.T.S.
3.LARGER STONE (6 TO 12 INCH) SHALL BE HAND PLACED IN THE STREAM PRIOR TO PLACEMENT
PLAN VIEW OF REMAINING STONE AS BED SUPPORT FOR THE SMALLER STONE.
Z 0 N
4.STONE FOR CONSTRUCTED RIFFLE SHALL BE PLACED IN THE STRAIGHT SECTIONS BETWEEN THE ~ w ~ Q
STREAM BENDS. MO STONE SHALL BE PLACED IN THE POOL AREAS. ~ O ~ m ~ ~ N W ~
O
~ Z U z ~ ~ q3
W W CL ~ J V ~ LL
_O
m ~ N
U
~ J m ~ ui Q Y
~ U ~ ~ T
BANKFULL
BANKFULL
3
U z J
~WQ
BOULDER ~WU Z
PT
S(pp E BANKFULL STAGE ~ f Lp4 AGE zw~
ARI S S 7 A A A ES PR~ti 5 , CL SS , CL SS B S ~1 0 Wiz
~ pQ z
STONE MIXTURE ~q p~~ ~~5 P~ THRIUGHOUT RIFFLE S ~o
r.~ 50 DEGREES
PRELIMINARY Qoz

5'SILL DO NOT USE FOR CONSTRUCTION
PAST BANKFU LL ~
B B r
z
2 0
1 BOULDER SILL z ~
PAST BANKFULL o p
~ ~ ~ Q ~ ~ w
RIFFLE SLOPE OQ~ (n
IFF P T P 1 R I 5 SI R LE OCKE OOL BOULDE SLL LL OOL w ? ~ J
pA °57 STONE PAST BANKFULL ST BANKFULL w ~
FOR CHINKING PT BOULDER J LL
MAX 0.2' QUO ~ ~
PC - PC ~=W W ~
- -
J U
U ~
ZU~ ~ ~
FOOTER w o ~Z
BOULDER ~ N O
1. A MIXURE OF #57 STONE. CLASS A AND CLASS B STONE WILL BE USED IN THE RIFFLES TO CHINK GAPS IN THE ANCHOR BOULDERS. 3 o U
U w
2. NO COIR MATTING SHALL BE INSTALLED IN THE LOW-FLOW CHANNEL. COIR MATTING SHALL BE INSTALLED ABOVE THE INNER-BERM
1 STAGE. SEE TYPICAL CROSS-SECTION DATA FOR INNER BERM INFORMATION.
3. THE MAXIMUM AMOUNT OF DROP FROM ONE MINI-VANE TO THE NEXT SHALL BE NO GREATER THAN 0.2 FT. THE COMBINED AMOUNT
OF DROP OVER ALL THE MINI-VANES SHALL NOT EXCEED THE TOTAL AMOUNT OF FALL IN THE RIFFLE SLOPE. PLATE NUMBER
4. ALL STONES ARE TO BE STRUCTURE STONE AS DETAILS IN THE PROJECT MANUAL.
5. LOW POINT SHALL ALTERNATE LEFT AND RIGHT OF C/L BY 6''6. MINIVANES SHALL BE EQUALLY SPACED. P-4
SHEET 6 OF 62
C T Sect.2.d 5/31/2011 1:34:50 PM

U w
C7
0 W A B C D E F G H
U
e S NEW SYMBOLS LEGEND: EXISTING TOPOGRAPHIC SYMBOLS LEGEND: ~ ~
ROW EASEMENT ~ ~ SURVEY CONTROL BENCHMARK POINT fTBMJ
2 ~ D SURVEY CONTROL POINT US Army Corps TOP OF CUT o
382.9' of En meers aZ + sPOr ELEVnnoN
9 Q , o O Wilmington District
- - - - - - - - - - - ROCK VANE STRUCTURE m0 Co CLEANOUr r: ~ SO SANITARY MANHOLE
gm ~ ~ DECJDUOUS TREE
6 - -NEW STREAM RELOCATJON 2 a o
~A ~ ~ ` 2 (YYYYI OUTLINE Of WOODED AREA p
W UTILITY POLE
2 2 ~ GUYWJRE ~
W ~ ~ a a ~ FLARED END Of PIPE OUTLET °
\ ' W
~ w 0 Posy / eouARD
' ASPHALT PATTERN ,ii:^.t<

~ ~
,eg4 GRAVEL PATTERN z q• o ~
. ,
CONCRETE PATTERN o
• S01~1
° f j RlPRAP PATTERN
° ' .
° CONC. ~ X~X- FENCE CENTERLINE CREEK /DITCH m
~ a' PAD f
5 wk a ' ' - UTIUrY LfNE UNETYPE LEGEND: ~
• , . ° , ~ ~ ~ - §-ONE O?ERHEAD ELECTRJC / UTfLITY UNES °
"
a

r~ , . _ •a a . . t" ' ' " . . 0 SS
~ ~
~ ~s~s° tl`.. .tl°.. ° " " y ..Y
\ . . r ~ . . my ° v "a"" v < °a"Y : , v . "a'° v < . "a"" v . < . °a"" a , "e'+ . .
a a a r a o a a o~ . r . , r Z
necA
~ N
~ i . ' ~ ~ mµVV. , r.. v... ddVU a w °y°0., o
~ m g e a 'l a r r aJ e a ~ ~ '+y
s ~ STA 0+04.59 + F ~ Y Y V b r M f ^ry
s b STA 0 30.05 N 735424.4468 I ,rte r v a . tl y r • it Y
N 735425.6704 E 2043485.8976 ~ (1 ] va r vv. rA.. vvv Tar. J
E 2043511:33'28 ^s S01-11 r r' J' r a . d" ~ v' r :r a r v 'L m
S01-2 S01.18 .a
~ ® . " " w ,
I e-"4'"` r v• y v r r a yr a I r 4 Yv r
r r r ,"e a r r rr" a q r r Tar y Y r r , J y r
Z C
A ~ I wm. O T ~
. STA 0+70.73 " .r r° ° ar eg ,d ~ W
' N 7 422. BENCH CUT 35 5993
\ E 2043551.8882
i STA 0+97.31 I ~ r~ w C7 U ~ ° Z U z ~
_ ~ ~ - N 735399.0655
E 2043564:2595 a~
I ~ ~ m ~ N
° U ' Z J m ~
ROCK VANE ~ ` I ~ w Q a, Y
i ~ ~ T
i ~ ` .
so1-~ ~ ~
~
~ ~ ffi ~ ~ 3
~ U Z I J

. ~ ~ W ~
~wU Z
~
s01,F ° wZ~
S01-5 ~ - x SITE 1 -MORPHOLOGY TABLE ~ ~ ~
501.13 ~ EXISTING w ~ z
~ ~ ~ ~ ~o
~ ~ . STREAM TYPE ~ ~ ~
so1• ~so1-12 DRAINAGE AREA, SgMi 0.617 Q ~
MEAN 23.2
~ ~ so1-1a . i BANKULL WIDTH (Wbkf)
~ ~ ' RANGE 21.9-26.0
so1~~s ~ s~~~a ~ ~ BANKFULL MEAN DEPTH (Dbkf) MEAN 2.1
~ , RANGE 1.8-2.7
sn,-~
2 WIDTH/DEPTH RATIO (Wbkf/Dbkf) MEAN 11.2 0
" . xs RANGE 8.2-12.9 ~ z ~
r ~ BANKFULL MEAN VELOCITY (Vbkf>, fps 4.7 0 0
~ ~ sod-9 . ~ , a~°''~ . , BANKFULL DISCHARGE (Qbkf>, cfs 226.3 0 ~ J
~ ' ~
~ ~ MEAN 3.7 ~ z ~ w
~ , ~ S01-11 ~ BANKFULL MAX. DEPTH (Dmbkf) w ~ w O RANGE 3.2-4.7 °C ~ ; ~ ~
~ ~ S01-10 ~ ~
370 370. ~Q~ TU
~ FLOOD PRONE AREA WIDTH (Wfpa) MEAN 66.6 ~=o w RANGE 31.8-146.3 ~ ~ w ~ U Z
365 365 ~ g
- ENTRENCHMENT RATIO (Wfpa/Wbkf) MEAN 3.0 ~ ~ Q w ~
RANGE 1.3-6.7 Q } ~ m
360 - 360 - - - - - - - - - - - - - - - - - - -
Nti M~ SINUOSITY (STREAM LENGTH/ VALLEY LENGTH 1.2 zU~
------~--~N--------~------------~------~------~------~------~------ ~---hN 355 ~ ~ N ~ 355 1. PROJEC r NOR rH 1 S N. C. GR 1 D NAD 8. 'ID NAD'83/NSRS 2007 BASED ON GPS. AVERAGE SLOPE 1.6876% ~ o ~
+N ~ ~ CIL SCREAM REOCATION o ~ w z
~ 2. EL E VA r I ONS SHOWN HEREON ARE NA VD ARE NAVD'88 BASED ON GPS. 3
350 - - - - - - - j- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ _ ~ ~ 350 ~ d W PRELIMINARY w
T 1 ES AS OF THE DATE OF THE SURVEY HAVE ~
1 .2 84° \ 3. ALL KNOWN EXISTING UrILIr1ES AS 0 8 /o 345 - - - - - - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - ~ 345 BEEN 1 ND 1 CA TED ON THE PLANS . ANY ANS. ANY UNDERGROUND UTIL 1 TY INES THAT DO NOT USE FOR CONSTRUCTION
WERE NO r V 1 S 1 BL E A r THE GROUND S~ GROUND SURFACE NAVE NOT BEEN LOCATED AS PLATE
'E AREA. THE CONTRACTOR SHALL BE REQUIRED TO NUMBER
o' ~'m N'N m'~ m'~ m'o ao'M ~'m ~'w o'N m' PART OF THE SURVEY OF THE AREA. r.
J4u ; N a M N e7 - o o co) ' IDENTIFY, LOCATE, AND MARK ALL U RK ALL UTILITY LINES WITHIN THE PROJECT
M a -ui o,w o,N o,N a; ui O,us Cf N p ui as ui 1p V 40 V V Re Re R Re Re in Re Re Re 44 V V V V AREA PRIOR TO THE S TART OF ANY C OF ANY CONSTRUCTION. THE CONTRACTOR SHALL BE SCALE IN FEET P-5
M' M'M M'M M'M M'M M'M !M '!M !M 'M M'M M'M M' 335 335 REQUIRED TO PROTECT ALL EXISTING EXISTING UTILITY LINES WITHIN THE PROJECT 10 5 0 10 20FT
0+00 0+10 0.20 0.30 0.40 0.50 0+60 0.70 0.80 0.90 1.00 AREA AT ALL TIMES DURING THE EXC, THE EXCAVATION OF THE BENCH CUT AND THE SHEET 7 OF 62
S TREAM REL OCA T ION WORK .
PROFILE SITE 1 BENCH CUT SCALE 1"= 10'
C SitelR2.d n 5/31/2011 12:18:11 PM

A B C D E F G H
ay r
EXISTING TOPOGRAPHIC SYMBOLS LEGEND:
as e r rr y SURVEY CONTROL BENCHMARK POINT frBM1
" " a 1 a r ° ` SURVEY CONTROL PDINT ~ ~ NEW SYMBOLS LEGEND: ~ ~ id~di
RGW EASEMENT 3824' SPOT ELEVATION
av " ° ~ US Army Corps
ar r e° a ° r w - - - - - - roP of cur co ccEavour of Engineers ~ ~~s~, sANrraRY MANHOLE Wilmington District
` a ,
dt ~ e 5 - - - - - - - - - - - RDCK/ CROSS VANE STRUCTURE o~ 5 • 5 DECIDUOUS TREE ~ "Lu~_
Q o (YYYYI OUTLINE OF WOODED AREA
6 , . m" a a . , , a • r• ~ 5 mW o
" a , r't r'"" " • ° a ~ ¢ ~ UTILITY POLE ~ 0
y ? r ° N m ~ GUYWIRE a 1n ro a
" S01.3 , ° a . • ~ _ ~ 2 a ~ FLARED END OF PIPE OUTLET
a Q POST /BOLLARD o
„ :L 'a r ` r-, r - r , 2~ .a;
~ • " r .r h2 .;1,';"~~ ASPHALT PATTERN o0
° . • ,'a mrp, ',5 r°°; a ',i ~r..e • 'r5 v' ° a ® ® ® ° 'W as v .a ,r " ~ • ~
wr rv , , vv < ~ vv r . d d Q' ar . . .a yr ro a vv a w ~ r+ rv as u. . - e ° • ® r a r, @ r e ja d a r a 'e r + e a d a r r P ~ ` e I° ' e.r rr r r r r" ~ a 4 " v a o ~ 'a:: GRAVEL PATTERN
- v rk `v 4~ ~ v a r e " , , , , , ~ ~ S01.33 " - - o a. a. r. a..". a. a. a. ~W •~~o
~ a. r . " ~ ° - Z Z ~ 3 CONCRETE PATTERN ~
a c a - - - - - - ~ - - - - - - - _ a P
A"'hiw'"S -62 ` r° r r a tle. S0~-57 " " " ° o
" ' 503- " RIPRAP PATTERN
w S01-56 / a5,
X X- FENCE
. • YY a ~ MOCK VANES CENTERLINE CREEK /DITCH
I rr ra• " rr ~ ~ " ° . . . r " r . UTILITY LINE LINETYPE LEGEND: ~
/ m ONE OVERHEAD ELECTRIC / UTIUTY LINES g
5 , / " ~ ~ III ~ Q
/ ~ °
.r ra 3 ar° " as ~ v 0 a
. ` / ° r a v " . p 4` ~ m
, v . r . ""b... r~ a 5 a °
° ~ ~ " ' a ~P m*5 `ed " " `
a..„.h,M ~ wM"° ~ vra a r ra' ° . r Y d'
` a e P .W - . . e a " } . . ' " e f
- PI0+83.17 ,
- 4.5050 ffi ° r a a E= 20432 55
Y....... ~ a r°° ,
a~''~ " a
3. 3-8 • • ~ W
o _ .w-~. ~ ~ ~'~~~~~~~~~~r
° ~ ~ O, {'7 " ~ ~ aa`
+ ~ i~~ O + ? " b'y
• ~ - v BENCH CUT ~
?
a r - ~ A° . r v ~ i N
STA. 0 00 I ~ _
? ~ N 735561.8960 ? ~ - ~ ~ ~ ~ .
E 2043193.4518 I O NOTE:INT RMITTANT EXPOSED BE ROCK MAIN K 'CMMh4EL~ ~ ~ M ' • ~ ?
+ ALONG LENGTH OF SU EYED ARE ~ ~ ~ ` ? I O O O ~ , a ~ .a. r~a'°
STA.0+7.75 + o + N " ~ ,w,,, ~ ~ • • 501-3,, ~ T a
N 735561.0766 ~ - . + a ~
• ~ ~ ° 4 + o~ .CROSS VANE E 2043201.1592 ~ ~ ~ _ _ _ _ _ _ _ o
S03-3~'~~~ o o
S03-4 ~ . ~ 4 f
~ ~ ~ V ~ LL
` ` O
PI 0+42.05 ~ ' ~ ' S03-5~~
N= 735557.4502 ~ • F
E= 2043235.2704 ~ J m ~ _ Y W Q ~
W 2 Q 1 ~ U ~ r
S03-6 , a STA.1 +08.02 i
~ , N 735547.5055 . 'G~
3 ~ ~ N 2043300.2198 ~ ° ~C~~~`" ~ ~ z
STA.1 +06.17
N 735548.0240 d ~ Q „7 ~WQ
• PI 0+83.17 E 2043298.4467
DEL = 12° 11'39.33" RT ~wU
PI 0+42.05 D = 50° 00'00.00" ~ ~ ~ w~_
DEL = 1° 57 40.80 LT R = 114.59' Y~~ Z Z ~ ~ w O
D = 30° 00'00.00" T = 12.24'
R 190.99 L = 24.39 W
T = 3.27' PC N 735555.3817E 2043264.0765 ~~O ~ ~
L = 6.54' ' PT N 35551.0692E 2043288.0339 . • ~ ~ QOZ
PC N 735557.7958E 2043232.0195 d ~ ~U~
PT N 735557.2160E 2043238.5312
SITE SITE 3- MORPHOLOGY TABLE ~
EXISTING ~
NOTES: STREAM TYPE
TYPE G5c
~ _ ~ DRAINAGE AREA S 2 7. PROJECT NORTH IS N. C. GRID NAD'83/NSRS 2007 BASED ON GPS. ~ _ ~ q 0 AREA, SgMi 0.63 ~
MEAN 22.4 ~ ~
2. ELEVATIONS SHOWN HEREON ARE NAVD'88 BASED ON GPS. BANKULL WIDTH (WI WIDTH (Wbkf) 0 0
~¢~wa RANGE 19.1 - 28.6 Q w w
~ ~ J
3. ALL KNOWN EXISTING UTILITIES A S OF THE DATE OF THE SUR VE Y° HA V BANKFULL MEAN DE _ MEAN DEPTH (Dbkf) MEAN 3-1 o z ~ O
BEEND I CA TED ON THE PLANS. ANY UNDERGROUND UTILITY ES THA RANGE 2.6 3.5 ~ o ~ ~
WERE NOT A--~.m T E GROUND SURFACE HAVE NOT 8°N LOCATED AS
PART OF THE SURVEY OF THEE CONTRALTO HALL BE REQUIRED TO WIDTH/DEPTH RATIC :PTH RATIO (Wbkf/Dbkf) MEAN 7.6 w ~ o U ~
IDENTIFY, LOCATE, AND MARK ALL UTILITY-L IS WITHIN THE PROJECT RANGE 5.4-11.0 ~ _ ~ w =
AREA PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACT R SHALL BE BANKFULL MEAN VE _ MEAN VELOCITY (Vbkf), fps 3.4 W
REQUIRED TO PROTECT ALL EXISTING UTIL I TY L IVES WITHIN THE ROJECT ~pv ~zZ
AREA AT ALL TIMES DURING THE EXCAVATION OF THE BENCH CUT WOR BANKFULL DISCHAR( _ DISCHARGE (Qbkf cfs 229.2 U ~ ~ m ~
MEAN 5.1 Q~ w
~ BANKFULL MAX. DEf 355 ------~----N-~------~------~------~-------------~--------------------------- 355 _ MAX. DEPTH (Dmbkf) ~ ~ o ~ RANGE 4.8-5.5 ~ -
tih, , h~, CM ,
MEAN 169.2 w z
350 - - - - - - - -CN' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - ± - - - - - 350 FLOOD PRONE AREA ~M , O~ RONE AREA WIDTH (Wfpa) 3 0 RANGE 162.4-175.6 PRELIMINARY ~
~J, - - - dW . 1 ~w;---_,_------------------ -3 , 345 ENTRENCHMENT RA1 MEAN 7.8 n ~MENT RATIO (Wfpa/Wbkf)
i 1.205 °lo ~ , RANGE 5.7-9.2 ~ ~ DO NOT USE FOR CONSTRUCTION
340 a~--- "~'0----°'~°° 340 SINUOSITY (STREAM f (STREAM LENGTH/ VALLEY LENGTH 1.1 PLATE
O. N,N ~,N N,N N,N IO,N 10,{+~ 10,{+~ 10~{~ t0~{~ t0~{9 ~ e5irnnnr c°i nnr nnr „ NUMBER
MVLrlMUL JLVrL M' M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M 3L Urr u.Joi.
335 ~ I I I 1 335 SCALE IN FEET P-6
-0.10 0+00 0+10 0.20 0.30 0.40 0.50 0+60 0.70 0.80 0+90 1+00 1.10 1.20
10 5 0 10 20FT
PROFILE BENCH CUT SITE 3 SHEET 8 OF 62
SCALE: 1''=10'
C Sitel-3R.d 5/31/2011 12:15:14 PM

A B C D E F G H
. ~ EXISTING TOPOGRAPHIC SYMBOLS LEGEND: NEW SYMBOLS LEGEND: ~ SURVEY CONTROL BENCHMARK POINT (TBM)
"b 61.30 P11 30. P11 9 .29 P12 59.20 P13 16.64
' DEL = 39° 22' 7:3" RT DEL 69° 15'43. " LT D = 61° 07'17.76" 1 DEL = 63° 10'25.93" LT DEL = 74° 37'57.72" RT v r<, 5 7.72 ~ ~ R T ~ ~ ~ ' ~ ROW EASEMENT Q SURVEY CONTROL POINT ~ ~ ~ ~
. ~ ` = 174° 4 1 D = 17 7 = 4 ° 4 '4 = 17° 1'4 = 17° 1'4 " D 6. 2 9 02 5 2 3 8 2. D 2 0 6.08 D 2 0 6.08 O 8 ~ ~ ~ ~ ~ ~ ~ ~ TOP OF CUT SPOT ELEVATION
° R- 32. R- 32.00 R- 23.50 R- 26 40 R- 26.40 co cLEANOUr US Army Corps
:m~ T- X1:74 T- 22.10 T- 13.88 6.23 T- 20.12 ~ ~ - - - - ~s savrrARr MANHOLE of Engineers ma ~ ~ ~ ~ NEW srREAa+ RELOCanoN Wilmington District
0743473385 • " r" _ _ _ _ _ ' . 22.55 L 3 L 25.Q~7 L 29.11 L 34.39 ~ ~ w„ v W ~ DECIDUOUS TREE
• , , N= 737085.9832 N= 37085.8848 N= 7 7151.9716 N= 737161.3076 N= 737218.8812 1 g m ~ ~ "`"'LLL~~~
~ TOWN OF GARY ~ E= 2043525 0886 E= 2043594 82 E= 043619 9557 E= 2043685.8865 E= 2043705 4485 . 8 5 y ~ ~ ~ \ CONSTRUCTED POOL ('Y'Y'Y'Yl WOODS LINE
6 ~ . ~
2 _ ~ UrIUTY POLE ~ CONSTRUCTED RIFFLE ~ GUYWIRE
0 DAVIS DR ? y ce CATCH BASIN a
a ~o Q FLARED END OF PI PE OUTLET ~
" ~.`e Za o
d ; Q J 0 POST /BOLLARD
. ~W i~ii~:i>b. I,^ ~ I' Z .S` ASPHALT PATTERN
^I CIN(~ ~o:
~ C GRAVEL PATTERN o
~ ~ ' ~ z x~~ A
_ ~ Y ~ ~ ^ ~ ~ CONCRETE PATTERN
' _ SO4.8 ~ ~ - ~,a s ^1 0
~.:j SO4.7 ~ / ~ p,8 J N / RIPRAP PATTERN
. . f RIFFLE t
~ , d -~..,m 1 ~ l ~ ~ X X- FENCE
~ ~ / ~ . / / ~ p CENrERUNE CREEK /DITCH
~ ~ ,p o
,f ~ # ~ / ' / ~ UT111TY LINE LINETYPE LEGEND:
5 ps ' / -OHE OVERHEAD ELECTRIC / UTILITY ONES
4. " SO 9 , r/ _ , ~ , j 'o
~B B s d .
Y ~ r e e° yry rmY av 1 f' L---'- - 6' Q
I Q
~ ~ -
• . ' d X504-22
1 # / / " f • / 3
+~d A ~ yy4 ° N ~ xs~ ~
a . ` 9 y ~s * f ' . / ' + 04-81
/ ~ ~ N °N ° ' r o
a
t . ® ~ r ~ ~ o~
a d • • . a .
' p ~ ~ ~
~ ( 7„~y
i ~ 80 ~ d
f ~.a,. / .
/ , " ° CONSTRUCTED . ~
4 RIFFLE E ,r°~ ~ } SO4-79 f ~ N . ~ ~ ~
~ ~
~ ~ 1 I S04- 1 ~
J
• i B
/ i Z T
F/f/fff ~ m~ W
SO4-13 Ap 7 ' ' ~ i ~ ~ LL 1 Q V
" ~'~6 ' ~ SO4-12 "sS / ' ~ ~ ~
0~ ~ % 4-20 ~ m ~ o N w ~ = O Z T Q SO4-78 ~ GQJ = o ~ LL ~
.ry~~ , i ~ EXISTING M
S~4-14 ~ i ~o ~ ~ TO BE FI LE ~ ~ _O
' ' ~ ~ , _ A . I / m ~ / a N
to w + . d ° U
~ i Y Q
F ~ ~ ~ ~ ~ p - f ~ U ~ ~ T
~ 9 SITE 4 -MORPHOLOGY TABLE
~i ~ o , , EXISTING NEW
ti 3 ~
- 'ice/ STREAM TYPE G5c C5 v z
_ . . u- DRAINAGE AREA, SgMi 0.090 0.090 ~ ~ O
' ~ i ~T~ . e _ UCTED MEAN 14.6 16.0 owU
~ o 0 t BANKULL WIDTH (Wbkf) z
SO4.77 RANGE 5.0 - 44.2 13.0-33.6 w z ~
- ~ ~ - / , zw~
BANKFULL MEAN DEPTH (Dbkf) MEAN 1.7 1.5 z o p
~ + + ~ i o W O x RANGE 1.1 - 2.0 1.5 w z
~ + ~ MEAN 10.8 10.6
SO4.15 p SO4-17 ~ SO4-18 WIDTH/DEPTH RATIO (Wbkf/Dbkf) ~ O z
~ SO4-19 J~ 8 B J RANGE 2.6-41.6 8.6-22.0 Q ~ _
• ~ CONSTRUCTED BANKFULL MEAN VELOCITY (Vbkf), fps 3.9 5.2 ~ ~ ~ ~
Gx , RIFFLE ~ / t
~ / 0 BANKFULL DISCHARGE (Qbkf), cfs 67.3 67.3
r°
~ BANKFULL MAX. DEPTH (Dmbkf) MEAN 2.7 1.53 RANGE 2.2-3.2
• s
~ MEAN 43.5 66.6 Z
2 0 ~ FLOOD PRONE AREA WIDTH (Wfpa) o RANGE 7.4-134.4 22.0-103.0 Q Z
~ ~ l ~
s ° MEAN 2.7 4.4 0 0 ENTRENCHMENT RATIO (Wfpa/Wbkf) ~ ~ ~
r ~ , SO4-16 RANGE 1.1-9.6 1.7-7.8 ~ w w o
SINUOSITY (STREAM LENGTH/ VALLEY LENGTH 1.1 1.1 ~ z ~ ~ + N
, AVERAGE SLOPE 1.8011% 0.8250'/. o o ~
0743375039
PARK VILLAGE HOMEOWNERS ASSOC INC STREAM RESTORATION TYPE (PRIORITY) 2 QUc}n 0
U ~ w Q ~7
~U~ ~o~ O~
t /
A s' fg+ d fi U~~ ~0
q NOTES: Q~
p i ~U~
EXISTING STREAM NOTES: 7. PROJECT NORTH IS N. C. GRID NAD'83/NSRS 2007 BA.` 2007 BASED ON GPS. w Z w
~ THE CONTRACTOR SHALL FILL IN THE EXISTING STREAM UTILIZING 2. ELEVATIONS SHOWN HEREON ARE NA VD' 88 BASED ON Gf PRELIMINARY SED ON GPS. 3 ~ ~
THE EXCAVATED MATERIAL FROM THE NEW STREAM RELCATION AND U ~ w
1 SHALL PLACE THE MATERIAL EVENLY OVER THE ENTIRE LENGTH OF 3. ALL KNOWN EXISTING UTILITIES A S OF THE DATE OF DATE OF THE SURVEY HAVE DO NOT USE FOR CONSTRUCTION ~
THE EXISTING STREAM WITHIN THE LIMITS OF THE NEW STREAM RELOCATION. BEEN INDICATED ON THE PLANS. ANY UNDERGROUND U
ALL TIE-IN POINTS AND EXISTING STREAM CROSSING SHALL BE PLUGGED WERE NOT VISIBLE A T THE GROUND SURFACE HAVE NO GROUND UTILITY I NES THA T
FILLED, AND GRADED TO MATCH THE NEW STREAM RELOCATION. ROOT WADS PART OF THE SURVEY OF THE AREA. THE CONTRACTOR HAVE NOT BEEN LOCATED A S PLATE
TRACTOR SHALL BE REQUIRED TO NUMBER
MAY BE USED AS BANK PROTECTION AT THES LOCATION AND AS DIRECTED IDENTIFY, LOCATE, AND MARK ALL UTILITY LINES W. LINES WITHIN THE PROJECT SCALE IN FEET
BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PLACE THE MATERIAL AREA PRIOR TO THE START OF ANY CONSTRUCTION. TI CTION. THE CONTRACTOR SHALL BE 10 5 0 10 20FT P-7
SUCT THAT NO PONDED OR LOW AREAS ARE CREATED. THE EXISTING STREAM REQUIRED TO PROTECT ALL EXISTING UTILITY LINES
AREA WHERE FILL MATERIAL HAS BEEN PLACED SHALL BE RESEEDED AREA AT ALL TIMES DURING THE EXCAVATION OF THE TY LINES WITHIN THE PROJECT
AS DIRECTED BY THE CONTRACTING OFFICER. N OF THE STREAM RELOCATION WORK. SCALE: 1"= 10' SHEET 9 OF 62
C Site4-5R3-1Rev.d 5/31/2011 12:48:12 PM

A B C D E F G H
C~ - .v r . > ` ° " ' ` ~ f NEW SYMBOLS LEGEND: EXISTING TOPOGRAPHIC SYMBOLS LEGEND:
a a o ® a o ® ® ® ® ........................mm~ , ~ V ~ ~ ~ ~ ~ ROW EASEMENT
Q O '4 V Q ® O"°. . y°~ • e . Y y v Y r• a rtl Y ® w+_" ~ www"""°°~ 0 d' + r r d' +v+~ a r + d" + r d' • r D SURVEY CONTROL POINT ~ ~
70P OF CUT ~ T SPOT ELEVATION
~ - - - - co cLEANOUr US Army Corps
o~ - -NEW STREAM RELOCATION Q SANITARY MANHOLE Of Engineers
ai - - - - Wilmington District ~ ~ • { DECIDUOUS TREE
. ~ mW ® RIPRAP OUTLET STRUCTURE `'L,~
r ,,,Ma"'"" ~ v v Y v v v . . $ ro (YYYYI WOODS LINE
6 , ~ . ~b ~ ~ UTILITY POLE °
2 / ~ ~ CONSTRUCTED POOL ~ GUYWIRE Q a $ W / \ c6 CATCH BASIN
. < ~ + . • ~ . 2~ ~ fLARED END Of P/ PE OUTIET ~
0 i' ° ~ o CONSTRUCTED RIFFLE
. ° vv vv , ° vv vv P w o mom,,,,,,, m.--w""` T""` o ~ Q POST /BOLLARD 2j .
pW t'' J ii•?:+, ~ W ASPHALT PATTERN
• • ° • ' • • • • • SO4.76 _ ~
- ~ ~ "o' 2 a.-.
° ° ° ~ ~ GRAVEL PATTERN ° z
.e o '°M
a " CONCRETE PATTERN ij
m a ' RIPRAP PATTERN
_ - ,
_ ~ PI 59:20 P 316.64 --~°PTW3+85.76 -~-p° so4-2 ~ ~ `
DEL = 63° 1 '25.93" DEL = ° 37:2" RT D - 5Z~38'39.23" LT ~ \ ' X X- fENCE
~ ° - 217 0146. - 217 0146 08 D - 229 1 - _ 9y • y CENTERLINE CREEK /DITCH q J `a`e O
R- 2°6.40 - 6:-40 0 p• a~ UTILITY LINE UNETYPE LEGEND: f
5 5~ s~ ~ ~ OHE OVERHEAD ELECTRIC /UTILITY LINES
- W T = 16.23' T = 20.12' - T = 12.3 7' ~~o ~ ~p
~ - 29.11 L 3.39 L - 22.97 ~ - - - Q °
N- 737161.307 N- 737218812 N- 73721 .4 a o4-sa Q
E= 204 .8865 E0 05.4485 E= 2043780.2893°° ° so4as SO4-72 W
SO4-3 Q` ~ - ' .p 0
P14+53.07 P15+24.21 ' ~\~,SQ4-71 ~ ~ ~ ~
DEL = 70 29 07.56 RT DEL = 50 30 21.67 LT +
D = 184° 49'30.34" D = 212° 12'23.73" so4-74 w 'o
R= 3 0 R= 27.00 pT _ , _ - 0+3.29 - ' a
T 1.90 T 12.74 so4-4 ~ ~ Z
L = 38.14' L =2,..3....80'- - ~ / ; 04-70 ~ / y a
N= 737266.7652 N= 737238.9399 SITE 5 ~ rU • ~ U \ w
- - 0+ i ~ ~ ° E- 204382 68 E- 2043896.9752 STREAM RELOCATIO s5.4q i ~ , ` O
1 ! p~ ' 0*65 .5 CONSTRUCTED
PI PI ' / 0.,2''4.05 0 65.59 RIFFLE
L = 40° 24'12.32" RT DEL = 68° 11'07.99" LT c STRUCTED
,a~~'` D = 381° 58'18.71" D = 381° 58'18.71" CONSTRUCTED FFLE ' ~ ' ~ ~ 9~
RIFFLE ~ ~ R= 15.00 R= 1500_. ~ ti ~
4 T = 5.52' T = 10.15' 4_ / ~ / ~ ~ ~ ~a/ Ask N
L = 10.5 8' L = 17.8 5' .J` / , ~
N= 240.0760 N= 737270.3873 ~ ~
/ / .E~` 2043754.2774 E= 2043783.3474 /
/ + • \ ~ ~ s
N Z .
. ~ c
/ 4, 4s w ~ o A ~ ~ ' ~ E~ ~ m ~ ~ ° ~
/ o ~ ~ / ~ o - - N w
CONSTRUCTED f ` ~ W 0743473385 P - - , ,^T ~ . - Z
/ RIFFLE ~ ED ~ r • ,o '7~
TOWN OF CARY / 2 11 ~ l ' ~ ¢ V ~ LL O
/A ' A ° 0 ~ m o ~ O N
SO4-6 ~ - PC ~18.~3 ~ ~ - ~ ~x x ~ ~ ~ ?p c~
0 DAVIS DR ~ ~ p ~ ~ r u~6' ~ ~ Q
w j • / + ~ o v o ~
+ V ~ O r
j w I i
• ~ ~
3 _ ¢
. ~ ~ eC i. v ~ A ~ U Z
~ / ~ SO4-28
i ~ / ~W~ ~WU
Z
• WZ~
• ~ , • - ZW~
~ y ~ ~ ~ ~°S0~32 ~ • z O O
W Z
+ w • w ~ + CONS CTED p
RIFE c C W
.~a ~ k
• / ` a • ~ SO4-31 ~ SO4.33 ~ ` ~j U ~ ~ ~ ~
1 % ~ • •.s _ ~
6,S ~ - ~ ~ i /SO4.27 • ' 'SO4-25
' ~ / ~ a°°~
• • ' SITE 4 /
• ~ ~ . • ~ EXI ING STREAM . STREAI~RELOCATI~1 SITE 5 - MORPHOLOGY~°'fABLE ~
, T BE FILLED
2 . EXISTING NEW o ~
SO4-24 SO4-26 • ST STREAM TYPE .~'°y G5 ~ z ~ z ~
2+ of > 0~ , 2~8 SO4-83 D
0 . DRAkPd~AG AREA, SgMi .016 0.016 ~ ~ g ~ + Q
d NA 6.8 9.9 0 ~ w~~
BANKULL WIDTH (Wbkf°` ~ z ~ O GRANGE 5.2 - w ~ w ~ O ~
' /
TC ti • BAI ~~c~n ~O
L/ NF BANKFULL MEAN DEPTH (Qbkf) 1.2 0.9 Q U ~ ZO o ~ RNE 1.1-1.3 0.9 w
S PARK VILLAGE HOMEOWNERS ASSOC INC Tq 04-82 0743472135 ~ ~ ~ Q + o
•?w 0743375039 DO NOT USE FOR CONSTRUCTION ~ EXISTING SREAM NOTES: 0 I[ MEAN 5.8 10.9 u, ~ U N + `1NIDTH/DEPTH RATIO (Wbkf/Dbl} --°"PARK VILLAGE HOMEOWNERS ASSOC INC O U O
A~ ~ AT RANGE 4-7.6 10.4- ~zQ OQ
F A. THE ~NTRACTOR SHALL FILL IN THE~XISTING STREAM UTILIZING U ~ ~ W (n Q
~ BAI TH XCAVATED MATERIAL FROM E NEW STREAM RELCATION AND BANKFULL MEAN VELOCITY (Vbkf), fps. 3.5 3.7 zUO
MALL PLACE THE MATERIAL NLY OVER THE ENTIRE LENGTH OF BAI BANKFULL DISCHARGE (Qbkf), cfs X2.3 22.3 w o ~ W ~
NOTES: t HE EXISTING STREAM WIT THE LIMITS OF THE NEW STREAM RELOCATION.
ALL TIE-IN POINTS AND STING STREAM CROSSING SHALL BE PLUGGED BAI N~ BANKFULL MAX. DEPTH (Dmbkf) MEAN 1.2 .91 ' ~ N
7. PROJECT NORTH IS N. C. GRID NAD 83/NSRS 2007 BASED ON GPS. FILLED, AND GRADED 0 MATCH THE NEW STREAM RELOCATION. ROOT WADS 3 0 ~~cn RANGE 1.1-1.3
MAY BE USED AS K PROTECTION AT THES LOCATION AND AS DIRECTED ~ w ~ MEAN 9.4 15. ~
2. ELEVATIONS SHOWN HEREON ARE NA VD 88 BASED ON GPS. FLI
1 BY THE CONT TING OFFICER. THE CONTRACTOR SHALL PLACE THE MATERIAL t~AL FLOOD PRONE AREA WIDTH (Wfpa) ' RANGE 9.0-9.7 14.8-16.6
UCT THAT PONDED OR LOW AREAS ARE CREATED. THE EXISTING STREAM 3. ALL KNOWN EXISTING UTILITIES AS OF THE DATE OF THE SURVEY HAVE ~ MEAN 1.4 1.6
A WHE°I~E FILL MATERIAL HAS BEEN PLACED SHALL BE RESEEDED BEEN INDICATED ON THE PLANS. ANY UNDERGROUND UTILITY I NES THAT EN ENTRENCHMENT RATIO (Wfpa/Wbkf) PLATE
i.da-na- .a„T ,,,a ~ .r raa~ ,,,,,,a a„ ,.a,~~.,,~ .,,,T , ,,,,A Tr!'1 AS DIR ED BY THE CONTRACTING OFFICER. RANGF 1.1-1.7 NUMBER
WLh1L /VU/ VlJ1tJLL Al IHL UIYUUIVL/ JUr(rAGL HAVL /VU/ LJLLIV LULAILLI AJ
PART OF THE SURVEY OF THE AREA. THE CONTRACTOR SHALL BE REQUIRED TO SIN SINUOSITY (STREAM LENGTH), H 1.1 1.1
IDENTIFY, LOCATE, AND MARK ALL UTILITY LINES WITHIN THE PROJECT SCALE IN FEET A GE SL E 2.4025% 0.70637 P-8
20F A AREA PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL BE 10 5 0 10
REQUIRED TO PROTECT ALL EXISTING UTILITY LINES WITHIN THE PROJECT ST STREAM RESTORATION TYPE (PRIORITY) 2 SHEET 10 OF 62
AREA AT ALL TIMES DURING THE EXCAVATION OF THE STREAM RELOCATION WORK. SCALE: 1''= 10'
-7- 1
C Site4-5R3-2Rev.d 5/31/2011 12:50:24 PM

A B C D E F G H
I +8~97w ~ PI 6+40.61 PI 7+07.24 a • ,•~.Yr P ' PI 8+06.92 N NEW SYMBOLS LEGEND: EXISTING TOPOGRAPHIC SYMBOLS LEGEND:
DEL 66 2016.40 RT 2 37 4 LT DEL 50./5 29.7'7,• :R~ , , • EL 5 0105.98 LT DEL - 30 00.00 RT ~ ~ ~ ~ ROW EASEMENT ~ SURVEY CONTROL BENCHMARK POINT fTBMI
= 4° 7'4 = 4° 7'4 _ •'.1~ ~ = 4° 3714 II = 1 ° I II D 20 3 0.02 D 20 3 .02 D 209 26 , ~ . , " D 20 0.02 90 59 09.35 ~ ~ i i SURVEY CONTROL POINT i ~ ~ ~ i
I I J' " ' y` I I R= 28.00 R= 28.00 R= 27. • ~ ~ R= 0 R= 30.00 ~ ~ ~ ~ ~ TOP OF CUT SPOT ELEVATION
T- 18.30 T- 20.58 T- 1 .04..r , , T- .3 T- 16.80
_ L = .49' L 2°4.>3 ;J ~ L = 24.93' L = ' 5: o~ - co cLEavour US Army Corps o ~ of Engineers 02 .,,4 - -NEW STREAM RELOCATfON O SANITARY MANHOLE
N= 737271. N- 37237.7645 , ~ ~ `~3"72~ ~9~ ~ ~ 2 ~ N= 737266.8067 - 737298.3657 ~o _ Wilmington District
E= 2 954.9267 =X043999.4658 • ~,.••~"~•`.2:04.4.(T,~$• 84 E= 2044105.6139 E= 2044149.5873 m ~ a ~ ~ ~ DECIDUOUS TREE ~ "`~~Lnnv~~~
v v, , , °o m ~ / ~ CONSTRUCTED P001
6 < . , e" a a" i , PI 8+63.08 < d .°r ° : ,J • • •d „ ~ ~ ~ f'YY`(Yl WOODS UNE a ~ ' ' ' ~ UTILITY POLE
_ ° I II DEL 41 15 00.00 LT "
D 187 5118.05 r " r "`aao- 3W CONSTRUCTED RIFFLE ~ GUYWIRE a
R= 30.50 ? ~ ,d Ce CATCH BASIN
-11.48 r ~ V . v _ J J J° d J" d e• d d' o ~ FLARED END OF PI PE OUTLET o ph
' ?..e. by .R". Vr• F as 2 W Q POST / BOLLARD f
r r r o lY'-• "7~i1;,°1/~~`7"5.''h`2r1'°tv.•& ,e i.'C " e.4: 'iii
`rs vv v yr , yr . .~b~°'"'"' 2 ~ ' ASPHALT PATTERN :f,:;<.; t ii:..
:E ;20442fl~;0$Ofl~r i r r r
- ~'o•~ GRAVEL PATTERN
q~~•c z
d CONCRETE PATTERN N
0
' 4 RIPRAP PATTERN
~ ~ _ X X- FENCE
CENTERLINE CREEX /DITCH J
Q: UT1L(TY LINE UNETYPE LEGEND: ~
OHE OVERHEAD ELECTRIC / UTIUTY LINES o
it a
SO4-61 ' . .
~
. / ~ ~ o
• w
o / / o
~ ~
• ~ / ~ '

~ ' ~ / '
~ - ~ '
' ~ SO4-62 ""NSTRUC ~j,,, _
~ . , ~ ~ ~ ~ ~ , N 0 CONSTRUED • ~ ~ _
/ ~ p ~ ~ R ~ ~ ~ i ""TED • . ~ RIFFLE ~
~ S04- N 94"°JCTED ~ ~ ~ ~ a
~ ~ x / / > F- z M
~ ~ ~ / ` ~ • / J ~ ~ OTC
' _ ~ ~ ~Q/ 0 o m ~ ~ ~
/
~ ro ~ ~ ~ Op ~ °z U z _ ~i 3 U _ I ~ ' > w ~ w
SO4-65 ~ ~ • • / CONSTRUCTED / , ~ G~ ~ ~ Q ~ o ~ LL ~
04-69 RIFFLE ~ ~ CONSTRUCTED ~p~~"" ~ ~ , ~ SO4.42 (n o
/ , • RIFFLE SO4~6 ~ ~ 1 ~ ~ / m o
' / ~ ~ W N L._ ~ ~ ° U
. - ~ ~ ~ ~ /SO4-89 J ~ J m w Q
~ / a / - h ` w = ~ ~ / / _ ~ U ~ ~ V r
~ ~ A 3 A ~ ~ •n ,
~ ~ -t /
- ~ s / ~ i / ~ ~ ~ s / ~ ~ s ~
3 / ~ Q a /
f \ . / ~ z
A / / - / ~ ~ 04 3 ' m J 04-3 SO4-88 ~ /
/ ~w°C ' r + ~WU
die p~ \ ~ ~ m r. ~
o o / • x • 6+ ~ , ~ ~ A / / Z ' ~ W Z ~
/ ~ ~ / •
~ ~ ~ Z
CONSTRUCTED ~ ~ ~ ~ WOZ
RIFFLE ~ - ~ 0 ' / ~O
9~, ~ ~ / ~ ~ SO4-40 Q ~ Z
n ~ , ti ; % • /
2 , ' i 04-38 ~ ~ ~

~ ' ' - ~oa-67 f/ ~
~ -37 ~ ~ ~
o +
'0 ~ so o
2 ~ c ° 9~, ~ NOTES: ~
F ~ ~ g o 0 ~ ~ ~
~ / 7. PROJECT NORTH IS N. C. GRID NAD'83/NSRS 2007 BASED ON GPS. ~ w W
~ ~ ~ r`~ • ~ 2. ELEVATIONS SHOWN HEREON ARE NA VD' 88 BASED ON GP,,. ` w z w ~ ~
°C~c~n Z 3. ALL KNOWN EXISTING UTILITIES AS OF THE DATE OF THE SURREY HAVE X00
/ BEEN INDICATED ON THE PLANS. ANY UNDERGROUND UTILITY I NES THAT ~ ~ ~ ~ Q o
WERE NOT VISIBLE A T THE GROUND SURFACE HAVE N~J T BEEN LOCATED A S
EXISTING ST PART OF THE SURVEY OF THE AREA. THE CONTRACTOR SHALL BE~-REQUIRED TO ~o~ ~O +
• TO BE FILL D IDENTIFY, LOCATE. AND MARK ALL UTIL I TY L IVES WITH THE PROJECT Q Z Q w ~
AREA PRIOR TO THE START OF ANY CONSTRUCT ION. THE CONTRACTOR SHALL BE ~ Q o ~ Q
REQUIRED TO PROTECT ALL EXISTING UTIL I TY L INE WITHIN HE PROJECT
~ EXIS INSTREAM NOTES: AREA A T ALL TIMES DURING THE EXCAVATION OF THE S TR,~~~l RELOCATION WORK . ~ ° Q
> 3 0
THE CONT~ICTOR SHALL FILL IN THE EXISTING STREAM UTILIZING 'ILIZING ~ ~
• _ . ~ • T EXCAVATED MATERIAL FROM THE NEW STREAM RELCATION AND TION AND ~
36 SO4.85 1 SHALL PLACE THE MATERIAL EVENLY OVER THE ENTIRE LENGTH OF NGTH OF
THE EXISTING STREAM WITHIN THE LIMITS OF THE NEW STREAM RELC tEAM RELOCATION. e°`~
ALL TIE-IN POINTS AND EXISTING STREAM CROSSING SHALL BE PLUG . BE PLUGGED PLATE
FILLED. AND GRADED TO MATCH THE NEW STREAM RELOCATION. R00' TION. ROOT WADS n n r i I A A I A I n n ~i ~ NUMBER
i MAY BE USED AS BANK PROTECTION AT THEE LOCATION AND AS DIRI ND AS DIRECTED r K L L I IVI I IV /HK Y
BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PLACE_T_NE SCALE IN FEET
NLACE-TffE-.MA3T-RlAL-- P-9
SUCT THAT NO PONDED OR LOW AREAS ARE CREATED. THE EXISTING EXISTING STREAM DO NOT USE FOR CONSTRUCTION 5 0 10 20FT /JO tESEEDED SHEET 11 OF 62 TTTT= SCALE: 1"= 10'
AREA WHERE FILL MATERIAL HAS BEEN PLACED SHALL BE RESEEDED
AS DIRECTED BY THE CONTRACTING OFFICER.
C Site4-5R3-3Rev.d 5/31/2011 12:52:47 PM

A B C D E F G H
EXISTING TOPOGRAPHIC SYMBOLS LEGEND: NEW SYMBOLS LEGEND: • v°, , ~ ~ ,
SURVEY CONTROL BENCHMARK POINT fTBMJ ~ ~ ~ ROW EASEMENT ~
D suRVEr coNrROL PoJNr PI 8+63.08 PI 9+31.20 PI 9+88.45 PI10+2 , ; ~ , , '
- • , - roP of cur DEL = 41° 15'00.00" LT DEL = 45° 00'00.00" RT D - 5° 00'00.00" LT SPOT ELEVATION ~ o ~ ~ o ~ ~ ~ o ~ ~ ~ 0" LT DEL - 30° 00'09.19" RT ' ; , " ~ ~
D = 187 D D = 204 37 40.02 ' D = 204° 37'40.02" ':°LL ~ ~ US Arm Cor s
cLEANOUT - - - - R= x.0°:50' R= 32.50' R= 28.00' R= 28.00 R , . of Engineers
SO SANITARY MANHOLE - - NEW STREAM RELOCATION - - - ~ -11.48' T-13.46' T-14.58' T= 7.50' Wilmington District
DEClDUWS TREE ~ . ~ o~ L = 21.96' L = 25.53' L = 26.88 L = 14.66.'. . , ~ ~Y~ .r.
~ ~ ~ coNSrRUCrED Pool a~ N= 737275.4214 N= 737297.2598 737271.0165 N,73 X18 7.9179 ~ .
6 (YWYI WOODS LINE ~ \ Wo . ma E= 2044-204.0800 E= 2044269.6 E= 2044322.1099 „°E 2044353.3470 0
~ UTarrr POLE W y ~ 8~ • g fey` Q
~ GUYWIRE CONSTRUCTED RIFFLE Sm ~ro ~ a
ca CATCH BASIN ~ a .
FLARED END OF P! PE OUTLET v M 2 ~ ~ ~
Posr / BouARD w d
h Z
~ ASPHALT PATTERN ~ ~
O~ jg t
~•a•~ GRAVEL PATTERN
o~ •o ~ s ZZ m„°" d a_
CONCRETE PATTERN d" Q
°^a Q

RlPRAP PATTERN _ _ N i
m
X X- FENCE ~ 111 ~ ~ J
CENTERLINE CREEK /DITCH
M m
5 UTIUTY LINE LlNETYPE LEGEND: ONE GVERHEAD ELECTRIC /UTILITY UNES N
o
a
w a
0
~
z 0
,~,4 a
U w
o,„ T,„.~ O
MZ /
.gym ~ ~
504-60
_ S04- a~~ o
4 SO4-54 H
+ ~ -4~ ~ S04- 3
TRUCTED ~ ~ ~ '
~ ~ N SO4-56 ° RIFFLE o ~--__m ,r C
a \ CO , ~ • ~ ~ / ' r ~ -O
RIFFLE ~ ~ w ~ ~ Z • ~ _ 042 ~ T M
Q \ -5 ~ ~ SO4.55 d` - r~ + ~ ~ ° ~ ~
~ ~ ~ ' SO4.55 ~ N ~ o o ~ i CONSTRUCTED ~ m ~ ° ~
a ~ ~ ~ . ~ ' ~ CONSTRUCTED ~ SO4-59 ~ CONSTRUCTED . / ~ RIFFLE ~ ° o z o a
~ RIFFLE RII RIFFLE ~ ~ I ~ W ~ ~ W ~
\ A / ~ ~ ~ ~ o
~ ~ ~ ~ T
cn .a w / ^ ~ • ~ • e • m O Q
~ m ~
- .r-, . ~ ~ \ 4 ~ s w z Q ~ U ~ r
m / - ~ \ /
U y - ~ - ~ p + \ ~ / a
t , N ~ ~ I / / •
3 0 \ ~ ` ~ ~ \ `r
/ ~ ~ ~ Q
\ O ~ - ~ , / ~ j / x ~ N ~ ~ SO4-51 ~ ~ ~
. ~ x ~ ` 1 ~ ~ ~ ~ ~ / ~ pWU
~o ~ i ~ . ~ ~ N - Z
504-43 ' ~""TED EXISTING STREAM \ _ . s ' p TO BE FILLED ~ - wz~
~ ~ J \
SO4-90 ~ , p ~ ~ ~ O , 0 ~ • ~~O O z
9 ~ ~ ~ ~ wiz
~ -79 ~ ~ O
- SO4.44 + ~ ~ w ~ ~ Z_
o ~ ~ I , Q U ~
SO4.91 + ,
_ _ o~i~ ' ~ ~ ~
~ ~ ~ SO4-4 ~ ~ N .
' ~ ~ -
504-45 ~ ~
® ~ S -95,.,
\
...Vw--... . 2 - _ ~ Z
SO4.93 g
. _ ~ W Lu ~
oQ°C
w
U~
NOTES: EXISTING STREAM NOTES: - ~o~ u~po
~ZQ Jr
~ . PROJECT NORTH 1 S N. C. GRID NAD X83/NSRS 2007 BASED ON GPS. THE CONTRACTOR SHALL FILL IN THE EXISTING STREAM UTILIZING U Q ~ (Y 00
THE EXCAVATED MATERIAL FROM THE NEW STREAM RELCATION AND Z U Q
2. ELEVATIONS SHOWN HEREON ARE NA VD ~ 88 BASED ON GPS. SHALL PLACE THE MATERIAL EVENLY OVER THE ENTIRE LENGTH OF ~a
THE EXISTING STREAM WITHIN THE LIMITS OF THE NEW STREAM RELOCATION. W N Q
3. ALL KNOWN EX 1ST 1 NG U T 1 L 1 T 1 ES AS OF THE DATE OF THE SURVEY HAVE ALL TIE-IN POINTS AND EXISTING STREAM CROSSING SHALL BE PLUGGED
BEEN INDICATED ON THE PLANS. ANY UNDERGROUND UT 1 L 1 T Y 1 NES THAT FILLED, AND GRADED TO MATCH THE NEW STREAM RELOCATION. ROOT WADS >
WERE NOT V 1 S 1 BL E A T THE GROUND SURFACE HAVE NOT BEEN LOCATED AS MAY BE USED AS BANK PROTECTION AT THES LOCATION AND AS DIRECTED W PRELIMINARY ~
1 PART OF THE SURVEY OF THE AREA. THE CONTRACTOR SHALL BE REOUIRED TO BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PLACE THE MATERIAL
IDENTIFY, LOCATE, AND MARK ALL UT 1 L 1 T Y L 1 NES WITH 1 N THE PROJECT SUCT THAT NO PONDED OR LOW AREAS ARE CREATED. THE EXISTING STREAM DO NOT USE FOR CONSTRUCTION
AREA PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL BE AREA WHERE FILL MATERIAL HAS BEEN PLACED SHALL BE RESEEDED
REQUIRED TO PROTECT ALL EX 1ST 1 NG UT 1 L 1 T Y L 1 NES WITH 1 N THE PROJECT AS DIRECTED BY THE CONTRACTING OFFICER, PLATE NUMBER
AREA AT ALL TIMES DURING THE EXCAVATION OF THE STREAM RELOCATION WORK.
SCALE IN FEET
10 5 0 10 20FT P-10
SCALE: 1"= 10' SHEET 12 OF 62
C Site4-5R3-4.d 5/31/2011 12:55:17 PM

A B C D E F G H
366 ~ ~ - - - - - - - ~ ~ 366
~ ~ i~~~i
365 US Army Corps
365 ----------------------------------------------------------------------------------------------~EFTTOPbFBANK
' RIGHT TOP OF BANK ' of Engineers
364 ~ Wilmington District j-'----;-- 364

6 ~ ~ ~ ~ ~ ~ ~ 363 , EXISTING , ..,.~---r,.~-:._.,---- 363 _ r
GROUND _ ~ ' ~ I r 1~ I O
362 - - ~ - - - - - - ~ - - - - - ~ - - - - - - ~ - - ~ - - - - - ~ - - - - - ~ - - - - - - - - - - ~ - - - - ~ - - - - - - ~ - - - - ~ - - - - - . - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - i - - i - - - - - i - - - - - - i - - - - - i - - a -N -m~ 362 ~
~ ~
' - - - - - BANKFULL 1 No !o + r poi o
361 - - - - - - / - - - - - f - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,i• ~ p --------~f0~ - - ------to ---+o----------- -~W-I------------- 361
~ _.._.._.........i' ~ , O , dW dW ~ .750%
+ ~ 360 ---;-•.-~---------;------;-------;------;-------;------;------M ------------------------boo--;------ ~ 2 - - - - - - - ~ - - - -2.7x0°~°- - - - - ; - - - - ; - - - - - - i- - - ' - - - - - - i- - - - ~ I- 1-i - - - i- - - - - - -i - - 360
0 0 ~ W d W O CO ~ , 1 I
O O N ~ + N ,
- - - - - - - - , - - - - - - - - - - h O - - - - - - - - - - - - - - - ~ N - - - - - - - + H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 359 ~ o M h ° 359 Z 0
R~ oy ~ j dW 2.750% , U
~ d W , N W
358 ~ - - - - d W - - - • ~ - - 0°/° , d W 3:00 ' 358 °
357 - 00% , 357
3.0
. J
356 356 m
5 ,
h~t0 h~t0 h~tG ~~~C h~01 tO~N OI~N I0~0 Ip~O N~N Ol~h M~N h~0 h~h N~Iq N~N ~~M h~d0 355 - -y-,r - - - - h,~- - - - -~,h - - - - N,D- - - - -O,M - - - - t,r- - - - -O,O - - - - pry- - - - -p~,ap - - - - prr- - - - - r,h - - - - ~;y- - - - - - - - - ~p;M- - - - - O,m - - - - ~;O- - - - - N,~ - - - - -M;~ - - ~'a o~'o ~'a o'w o~'a~ ~'N n'~ n'o~ ~'m a'm w'M ° - - -M;~ - - - - M,N- - - - - - - - y,r- - - - -y-.q - - - - pp,N- - - - -O-.O - - - - p,N- - - - -~,y - - - - O,n- - - - -N,n - 355 0
O~tC O~tC ~~tC ~~h ~~~0 ~~~0 ~~h ~~h O~h ~~h x,10 ~,h ~,O ~,O ~,O N~oO N~dO N~aO N~aO N~01 N~01 N~Of N~aD N~Of N~O M~O 010 N~01 M~01 ~
t0 N t0 N t0 N t0 N t0 N t0 Ip t0 Ip t0 Ip t0 Ip t0 N t0 N t0 Ip t0 N O Ifs O Ip O Ip t0 Ip t0 Ip M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M t0 Ip t0 Ip t0 Ip t0 Ip t0 Ip t0 Ip t0 t0 tC t0 N t0 tC Ip t0 Ip a M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M
354 354
5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 0
PROFILE C/L SITE 4 STREAM RELOCATION
361 361
i
- - - - - - - - - - - - - - - - - - - - - 360 -LEFTTOP~OFBANK~----- - - - , - - 360 0
RIGHT TOP OF BANK ,
359 ~ ~ ~ ~ ~ ~ - - - - - - - - - - • - - - - - ~ - - - - - - - - ~ - - - - - - - - - i'' ~ - - - - - ~ - - - ~ - - 359
' EXISTING ' 358 -
i .q m .v ~o 358 w m
357 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s- - ' - - - - - ~ . si- - - - - - - - - - - - - - - - 357 m
a rQ ,~J dW ~ MO ~dW
' ~ ~ i • / B NKFULL ' ~ ' O - - - - - - - - - - - - - - - - - -m- ~ - , - - - - - - - - - - , - - - - - - - - - , - - - - - - , - - - , - - 356
356 --~~i----, ~a------- / ~ w ~ m ,
M ~ M / ~ ~ ~ M , v J H~ ~ 3.Op0 ~0 ~
355 - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - h - - - - - - ~ - - - m - - - - - - - - - - - - - -d W - - - - ~ - - - ~ _ + ~i o 355
~ M + / a , z o ~
~ U ~ M W ~
354 - - - - - ,f•-~- - - -,~o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~W- - - - - - - - - - - - -d - - - - - - -'-3A0 - - - - - - - - - - - - - - - - 354 m zo o ~ U ~
.FM p~N , o N w w ~
O~ - - 353 -N~- -:~qo- , ~ Z U z ~ 53 3 ~ ~ W W ~ ~ J
'h j dW 2. W , ~ Q V ~ LL
N
FJ ~-J - 352 ~ W - ~ - 7~°~0 , 2. 352 > ° m ~ N
o U
351 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - z J > (3 m ~ 351 W = a Q
o v o
\ / '
350 350
,
3 , ---1------~------1------~------ 349 ~ Q
349 , U Z J
~ ~ O
348 - O,r - - - - ~H - - - ON - - - - N.*- - - - ~M - - - - o,r- - - - hm - - - - NO - - - Nh - - - - N~ - - - ON - - - - 00 - - - NO - - - O~ - - - hr - - - - - - ~r - - - MO - - ~ O~N Q~00 ~ OO~CI N Ip~O OO~M Ip~~O ~~01 N~N tiO~N O~fD rop~lfl N~00 ~V N~~ N~E~ M'QO O'M ~'N O'N N'N ~~N ~~N N~N 001 to~0 r~0 ~ ~ ~ - - -N;~ - - - - ~,N - - - - -0-,~ - - - - M,tp - - - - pt - - - - y,N - - - - -O-,O - - - - h,pp - - - - -pQ,O - - - - pp,~- - - - - 348 ~ w U
00~~ ~~r N~r ~~O Ip~r 1'9~N OI~N OI~N G~N {O,M {O.N P,N O~Q9 ~,Q9 P,~ P,~ P.M ~N NN IqN IpN IpN IpN IpN ~N ~N IAN It~N IpN NN NIp NIp NIp NIp NIp ~,ai ~,M oo,M ao,~ ao,~ ao~~ ao~~ oi~ui ao~~ o~~ui o~m N Ip N Ip N N N Ip N ID N ID N Ip N N N Ip N Ip {G Ip ~ Z
M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M W Z ~
34 7 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 34 7 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 O
PROFILE C/L SITE 4 STREAM RELOCATION WOz
Z
- - - - - - - ~O ~ ~ ~ ~ ~ 355
355 ~ ~ ~ ~ ~ ~ °C~z
LEFT TOP OF BANK QUA
354 -------------------------------------------------------------------RIGF~T-TOP~F-BANK- 354
~ _
\ ~ ~ ~o ~ ~ ~ ~ i
353 ~+r ~ 3
N o
352 ..-.--.~'--y -~N- - -t1.i 352 - - -y - - - - - - - - - - 00 dW- - - i - - - - - i - - - - - i - - Z
IW~ ~ ~ O
BANKFULL ~ ~ ~ - - - - - ~ • ~ N
351 ~ ~ ~ ~ o•- - m ~ - - - - -I-~W - - - - i - - - - - i - -~W- i - - - - - '-2.750%° - - i-\- - • - - - - - i - - - i - - 351 Z ~
O p
~ ' 350 - ~ - 350 ~ ~ Z ~
M N ~i• Y O W J- o~- ~ , N ~ d W 2,750
+ Fr ' ~ ~Q OQ
349 - - - - - - - - - - ' - - - - - - - - - - - Q - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - ~Z~
' EXISTING ~ ~ W ~ , d W 2.75 , CIL STRE M ~ - - i 349 gip} U~ M ~
H W ~ ~ ~ ~ ~ ~ ~ ~ ~ RELOCATI N GROUND'---- '-CN I ~U ~O~ -
348 0°~ - - 348 ~=pU W W +
347 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - ~ - - - - - - - - 347 ~ ~ ~ ~ ~ ~ Q
U~~ W(n
Q ~
346 346 ~U~ ~ J w o ~
~ N O
345 345 3 p ~
~ ~
~C~ h~h Cp~lp O~~ O~M M~~ C0~00 oD~~O N~h ~'~0 N~N h~N t0~0 N U ~O N~n P~P N~N N~t• O~OD 1t~~t0 M~M t0~t0 ~'O OD~N W
344 - - - - - - - - - - - - - - - - - - - -M, - - - - - ~O,pp- - - - -r,Q - - - - y,h- - - - -h-.N - - - - h,0- - - - -h-.h - - - - O,pp- - - - -~,r - - - - N,pp- - - - -~,~p - - - - ~,N- - - - -~,y - - - - O,~pp- - - - -N ,~pp- - - - -N,p - - - - - - - -ap,a - - - - M;M- - - - - O,y - - - - n;0- - - - - N,~ - - - - ~;y- - - - - N~r - - - - - 344 ~
1 ~ ~ ~ P~ OO~Ih C~tC C~Ih COD COD O~OD ~~00 ~~00 ~~h ~~0~ ~~01 r~01 E0~01 N ~ ~ ~ IN ~ IR a N ~ N ~ N ~ N ~ N ~ N ~ If» Ip a Ip ~ a ~ N ~01 N~C N~Oi N~01 1'"~~C 1'"~~C N~C O1~C OD~C 0)~~ ~ IpN Ip~ Ipa IpN 1pN 1pN NN ~N ~N ~N
M' M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M 343 'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M 343 PLATE
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+'~ 70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 NUMBER
PROFILE C/L SITE 4 STREAM RELOCATION
PRELIMINARY 2 1 GALE IN FE2 4FT P-11
10 5 0 10 20FT
DO NOT USE FOR CONSTRUCTION SHEET 13 OF 62
SCALE: 1''=2' VERT.
SCALE: 1''=10' HORZ.
C Site4-5R3PrfRev.d 5/31/2011 12:57:20 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
O
a
z 0
N
Ql
5 y
Q
a
0
362 362 - - - - - - - - - - - - - - - - -
361 ~ ~ ~ ~ - ~ 361 DEFT TOP pF BANK ,
, z 0
RIGHT TOP OF BANK a
360 360 , U w
_ . , O
359 - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING - - - - i-• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 359
GROUND • ~ ~ ~
i, /
358 - -------y-'~ - - 358 ,
p 0 m
4 , 357 357 Y fA
° ,
- - - - W N - 356 - - ~ - - - - - BANKFULL- - a b - - - - r - - - - a - - 356 C
r + N + M W ,
Z ~ 0 ~
~o rN NW 3.250/ , U ~ ~ ~ Q ~
N{p +N + ' O pM, O~ , m ~ ~ O
+ N ~ ' 354 - - - - - ~ ~ - - - ~ - - - - ~ - - - - - - - - - - - - - o°- - - - - - - - , - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - 354 M 3.250 / O W W ~ T ~ ~
.a , o z U z Z'
- - - - - - 12~°~0 - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - q >m W W [L ~ J > V ~ LL
353 - - 3. - • - - - - - 353 _O
m ~ N
352 352 U
~ J m ~ ui Q Y
~ U ~ ~ T
351 - - - - - - ~ - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - - - - - - ~ - - - - - - - - - - - ~ - - - - - - - - - - - 351
350 - - - - ham' - - - - - - ~O - - - ~,~0 - - - - - - or - - - rr - - - hM - - - -~0O - - - oM - - - -a - - - - - 350 N~ ~~01 t9~OD N ~~Ip ~O~Ot O~h N~00 O~~ ~~h N~
3 C~ If>~N t9~N r,M r,M r,M CD~Ih CO~Ih ~C~~ IN~~ 00~
N N Ip N Ip N Ip N Ip N Ip N Ip N IR N Its N Its N M' ~'M ~'M ~'M ~'M ~'M ~'M M'M M'M M'M M' U z J
349 349
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 ~WQ
PROFILE C/L SITE 5 STREAM RELOCATION ~WU Z
WZ~
ZWO Wiz
Z
- - - - - - - ~~O ~ ~ 370
370 ~ ~
369 369 ~ ~
~ ~ LEFT TOP OF BANK / ~ _ _ _ _
~ ~ RIGHT TbP OF BANK
368 - - - ; - - - - - - - - - - ; - - - - - - - - - ~ . / ~ - - - - 368
367 - - ~ ui- 367
EXISTING , - -
GROUND ~--y ~ ~ j O ~ h Z
366 ~ ~ ~ ~ -h~--•--- SANKFUL4 •~'i ~ ° , ~ ~ -----co---- ~ -+a--•----+a------ ~ W--~ 366 Z ~ O~ ~ ~
~ ~
} fD 365 - •~-y--~- ----NN--------------- ~ - - - - - - - - - - - - - - - - - - - - d ~ - - ' - - - - d W- - - - - - ! - - -2.754°~° - - - - - - - - - - - - - - - 365 ~ W U ~ +
~ -h ~M , / rN, ap dW \ + t0 + , ~ ~ ~ 2.750°~ ~zg W~~
364 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - 364 ~ p ~ ~ O ~
N t0/ ~ W ' 2.75 } ~
- - r-- - - - Q~~ ~~cv 363 WOO
h h j 750°/0 , w
c~n~ ~ O p 00 U Q
- - - - - - - N O - - - - - - - - ~ W - - - - - - - - - - - - - - - - - ~ - - - - - - • - - - ~ - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - 362 - 362 ~ZQ ~
o , U~~ ~W~
a W 2.750 /o Q ~
361 361 zUQ ~
W N ~~W
360 ~W~ - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - 360 3 p W ~
~ ~
O1~{'9 N~N r'CD O~N O1~M ~~Of h~M r'~p ~~M It~~r OO~OD Ip~h h~h r't0 N~r O~O O~tO r'Cf U (n t•~Cf h~a0 M~N ~O~N O~P7 N~h CD~O ~~N O~O ~ W
359 - -N,h - - - - M,jp- - - - -~,p - - - - N,N- - - - -r,y - - - - M,~- - - - -~,N - - - - h;~p- - - - -N,r - - - - h;~- - - - - N,~p - - - - r;~p- - - - - O~tO - - - - ~;~p- - - - - p~,N - - - - ~p;~ - - - - h,h - - - - -pp;N - -
1 @'~~Of M~C M~C M,~ C~r C~C N~r {'q~r N~N M~N ~~N ~~N N,N N,P'~ ~C,P'~ ~G,{h ~G,{h t0 N t0 t9 t0 t0 t0 tC t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 O t0 ~C t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 10 t0 10 t0 t0 m t0 t9 t0 t9 t0 t9 t0
M'{y M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M ~'9'~"7 ~'9'P'7 M'M rJ'M [9'{h M'Ih 358 M'Ih M'M M'M M'M M'M M'M ~'M M'M M'M
8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 358 PLATE 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 NUMBER
PROFILE C/L SITE 4 STREAM RELOCATION
PRELIMINARY 2 1 GALE IN FE2 4FT P-12
10 5 0 10 20FT
DO NOT USE FOR CONSTRUCTION SHEET 14 OF 62
SCALE: 1''=2' VERT.
SCALE: 1''=10' HORZ.
C Site4-5R3PrfRev.d 5/31/2011 12:57:46 PM

A B C D E F G H
- X ~
. ~ ~ P12+30.17 PI 3+23.00 PI 5+00 79 x k I I
,a DEL = 20° 00'00" LT DEL = 7° 42'39.87" RT DEL = 3° ``:8.74'~~~~.. T ~~~'l~-~ / ~ DIRECTION ;NODDED "REA ~ h ~ Y. "'m ~ cq
_ o i ii _ o i ii _ o i i A;PHALT ~ ~~i°,, D - 28 00 00 D - 10 00 00 D - 1 00 0 i; ; ro , ~'1 ~ ~ i iii i
R 204.63 R 572.96 R 57- 6
`~r.~:. T = 11' T = 1' T = 1~~ 's'ELM .
36. 38.6 ~ 0743483431 ~ ~ ~ US Army Corps ~ ~ ~ of Engineers
L - 71.43 L - 77.11 L - 33~~17 ~ q; ° ~ Wilmin ton District ;~~~V , „ rte; 9
N 737340.4745 N 737367.7347 N 73 96.2686 ~`f.~.~. ;:,;r,;:;;:. :;.;~;::r~~°~• ,a k :°:~~`i: WAKE WAKE COUNTY BOARD OF EDUCATION /`/~r rv'~ ~ ,m
E 2043561.0071 E 2043650.5059 E 204 826.1150 . .2107 DAVIS DR f~~
. . SPINE I~PI ~ e'' o
'ORNAMENTAL ~.r.. PI5+48.08 PI5+94.00 . 1 ;
DEL = 28 44 58.07 LT DEL - 16 30 38.71 LT _ o ~ ~ ~ _ o ~ ~ ~ ASPHALt ~ ~7AC" ~~I/, ti, , ~ BUSHES ~ cf`~t. /2'- ~ • VI/ . _ ~ !~IISHES ~ a
D - 55 00 00.08 D - 57 17 44.81 µr.., 2'MAPLE ' s.r.: ''GMAPCLE ~9'~ 2' ORGAME,Nr ;,L OBUSHES , , ~ u BUSHES 4 t(, }i-10071 ~
R = 104.17' R = 100.00' ` ~ roP•3s7r •1' CHA1N-LINK FENCE ~X~L-~X ~ ~ i, - , - , \ X `t^^^~-r i 40d NNL ~
T 26 70 T 14 51 X x-X-" ~ y N• 737549.06' GRASS 0743473385 : ; :~l E! ~~~Y
L = 52.27' L = 28.82' SS
N 737401.0911 N 737427.8046 zso TOWN OF GARY ;al,~ - R1PRa° 1N F F~ ~
w 4oa uArL EXIST. E 2043873.1698 E 2043911.8916 5•oRN ENraL N;.•73752394' -7~: °~-0 DAVIS DR _y___,___~ e
E=2oa~s53su~ ,DITCHES ci= 38843' ~._,.k~:~^,,~, SEE NOTE 4 -cam O~. O.+ •°d. m ~ GRASS ~ a°:n®°~®.,. ..a °Qa~P~me°~ ~;neGRAVELDRNE®®®<'.bed.
r, ~ sf • , ' ~ ~ ®;sn°.<• b 4'TALL SPL1T R,NL¢ ~
06-12 , '~d;~o' ~m,. !rv'J~3,~12' WOODEN FENCE ~ ~ 1 ~ ~ ~R,PI2Ar' ~N PIPE N
~ ~ CONCRETE ~
z OUTLET Sx
oW ~ S ~ W °Z STRUCTURE ~ 2 ~e' J ; ` t /Q '~rRODED AREA
w ° _ - -10 S ~ l' ~ T ~ P~ ~ WOO
W 3' MAPLE ,~'°`N 55 ~ / r 1'', ; ~ 1' ~
~ ~ ~ W A ~ ,
~ m eiRCH ~ ~ ~ a • 4 ' 'aa°' ~ - ~ ~
~s s ~ ;.~;1, ~ S06-15. . S06-1 ~8,~~ ~ e~ . / ~ ~ ~w•.r~~.~ ~ asPr+n~r rRaL~~ ~
, ' a 06-18 ji ~ ~ ~ ~ s ~ ~Onnfl~R€q ~ ~,~~.r:
` / ~ . , z~ / 4 ° ~ _ _ + ~ • ° ----m - .,A ~ ~ ~-,rY ' L-10000 ~ / a
~ ~ j / ••O• ' ~ MtiUNRr rvruL d
z a NV OIIT 37L4' , ~ . a`) ~ ~ ~ } ~ w r' : Boa' g~'' O
,o h9 0~3373s72 ~ - . - -
• / m / INTERNATIONAL CO NI~1(CHURCH ~ ~ '
~ ~ ~ ! ~ _ ~ . .3.;a -3 ~ ~ A 0743473385
~ , ~ / W
o Y S06.7 ~ i • / y ~L1onF ~ . ~ ~ S 6'% ~ ; TOWN OF C RY
top ~ W i pL~ ~ Y 11 ':'-ICJJI ;,~,t; ' Li9 0 ~ ~ ~ . ~ E•~0 DAVIS DR o
N i ~
a ~ ~ a • GRASS ~ py~"`.~ ~ DEBRIS r'!LE` IN U a~ - ~ DEB",' PnES IN T, 45 r.RFA w
- ~ SO6-6 _ ~ , ~ ~ THfS AREA °
+ e s .>a ~ ~ . , . .
~ d - 672' it/~
eo, ~ tr `/n, ~ d,'
. ~ ' ~ ' ....:.:a... I J
...a / o + . . . o®., ~ .o. ~ m
4 ~ .o scs-5 ~ a oti~a • . - , • ; reM • . hOb2 I N
~ .5717 P 40d N,N N' X36195'
. o 348.38' ~ - """'~y E•2043AQ2.7 EL• 370.39' _ ~ 40d NAIL
i , ~EL• ` 36992Y E N= 737340~9~ _
o. ~ . 8000 L-+ GR 'r~` ;off rv EL= 36185' SO4-61 SO460 ~
12' SPI . '~°°'T ' ° ' ~ 5 3F~'' ~ ~
E°204337619'" `DrR . w ~ p.~,~,~~~,,- 504- I~E1wQVE ~ T ~ JVE FLACGEO LAR o w ~
EL° 37984' ~ ~ ®~E~ Q N 1RaL`<,: v 350D' . ~ ~ , PH G _ SO4-63 ~ V ~ W ~ r ~ / rL,rr,E~S.O,~ _..,~".„ems` > z O O [A FL m ~ ~ ~
f - : ~ 504-2 PI o : ~ N ui
o~ •o• o• a: ~ ~ - ~ ~ SO4-62 ~ FLAG POP SO = o ~ U z
; . o. d.: o. v,~ouoF~ =vttA SO4.73 - a•.. a 06-24 lrsPxE ~ SO4-72 SO498 SO4-98 S04- ' ' ` ' S04$7 ~ ~ N~~~ ' ~ v ° ~ w
• - ~ N• 7,7286.3"~°' 4 ,,,~~3- SO6.2 - , F-~t14352i25' '~•z:;~;'•_~~:'''~• •RE VE EXISTING c~~
- EL• 370 ..:°::?;:•s:>."~~ WOODEN FENCE ~ . ~ FLAGGED ~gP1NE -T9 SO4.64 _4aE~ ~ - - - _ m o 04-70 SO4-69~ EXISTING TOPOGRAPHIC SYMBOLS LEGEND: o N
PARK VILLAGE H EOwNERS ASSOC INC - - ~ d ARD INL-ET AND SO4-4 SO4.74 ~ ~ 070 0743374260 ~ ' w U
INSTAL N H X ~ 3 ~ ' ~ - X ~ ~ r-. ,tr o d, ~ ~ ~ ~ SURVEY CONTROL BENCHMARK PWNT (TBMI ~ J m Q ui
~ ~ ~ c,s .BASIN ARD INLET) ~ 5006 382.4'
~ PRELIMINARY ~ SURVEY CONTROL POINT o ~ o 0 2•SP/KE SPOT ELEVATION N• ?37_•16A7'
_ ~ - . .r°`° cn~ E•2093947b4' co CLEANWT ~ EL• 3son'0 DO NOT USE FOR CONSTRUCTION ~
~ 9 4 34' E0 MAP! F ° 9 . 5' / ~`OS~, SANITARY MANHOLE
~ ~ ~ ~ `3 ~ ~ ~ 35 23
~ k ~ _ 504.6 ~ 1 ~CHArJNE~ ~ S_ ' ,5 DECIDUOUS TREE ~ Z 'tnN J
2 0743374212 ~ - _ = W ~ ar, _ (•YWYI WOODS LINE ~ ~ O CC
0 s ~ y~"~ ~ ~ F y~~Fl NEW SYMBOLS LEGEND: ~ ~ID7y pO~ ~ W U
PRNATE RESIDENCE Yti,iO k rN i a S 4-28 a AccESS c - SO4.29 ~ ~ GUYWIRE ~ Z
~ ce CATCH BAS1N W Z ~
3 ~ ~ 548E ~ ' RODNEY & STACY BARR ~ Qa~ N L ~5 -30 PSO4-i ~Oi ~ / 40d A .J• 7 /93.44' ~ ,f° AREA oAPSO4-32 • , _ ~ FLARED END OF PI PE OUTLET Z W O
112 NNELLY PRIN PL ° ~ \ N• 737205. , Co s GS } 0743473385 E• 3687 s -84 E.~.,;fl,~slSO4.31 vl r EL= 354.4 • $0 cc 358.72' 737205. , -NEW D1TCH z W Z 'oa;~,,~,5rSO4.31 ~ S04-
TOWN OF GARY ~ S - • 358.72' 0 POST /BOLLARD W O Z • INTERMEDIATE CONTOUR ~ O
ASPHALT PATTERN ~ ~ ~
PIPE SCHEDULE 360 INDEX CONTOUR ~ Q
1. ALL PIPE OUTLET PROTECTION SHALL BE NCDOT RIPRAP aU~
PIPE REINFORCED CONCRETE PIPE (RCP) OUTLET PROTECTION - - - - - A PIPE W/OUTLET STRUCTURE oo GRAVEL PATTERN (n J
APRON 2. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS BLESS ~ ~
LOCATION LENGTH DIA. INVERT END TREATMENT SKEW THICKNESS STONE LENGTH OTHERWISE NOTED. - - - PIPE W/ FLARED END SECTION CONCRETE PATTERN
C/L STA. (ft.) (in.) IN OUT INLET OUTLET ANGLE La, (ft.) T, (in.) TYPE
° 3. ALL PIPES SHALL BE FIELD ADJUSTED FOR BEST FIT. CONTRACTOR SHt ACT 0 R S H AL L ~ - • • - • • - • - - - • -NEW DIKE RIPRAP PATTERN
2+24.94 73.70 18 370.29 369.68 FES ENDWL 35 0101 10 12 CLASS A AT NO ADDITIONAL COST TO THE GOVERNMENT, FIELD ADJUST ALL PIPE LL PIPE
z T) FOR X X- FENCE ~
4+29.50 60.40 18" 366.70 362.19 CR YI 84° 00'00" NA NA NA LOCATIONS, LENGTHS AND INVERT ELEVATIONS (INLET AND OUTLET) FOR 2 BEST FIT TO EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DRAINAGE. DRAINAGE . ~ TEMPORARY SILT FENCE CENTERLINE CREEK /DITCH ~
SEE PLANS 50 24" 357.74 355.26 YI FES NA 16 18 CLASS 1 RR
R 0 GATE 0 R RIPRAP OUTLET PROTECTION UT111TY LINE LINETYPE LEGEND: ~ ~
CR =CONCRETE RISER DRAINAGE STRUCTURES AS 4. FLAP GATE SHALL BE MODEL 50C AS MANUFACTURED BY HYDRO GATE -ONE OVERHEAD ELECTRIC /UTILITY LINES ~ ~
Y1= YARD INLET INDICATED IN SITE PLANS APPROVED EQUAL. NOTES: SCALE IN FEET ~ z ~ Q g
FES =FLARED END SECTIONS FLARED END SECTION SC.
ENDWL = NCDOT STD. 838.05 "L" ENDWALL W/ FLAP GATE 30 15 0 i0 15 0 30 60FT ? . PROJECT NORTH I S N. C. GRID NAD'83/NSRS 2007 BASED ON GPS. ~ O ~ 0 CL
SCAL PIPE LENGTH SPECIFIED PIPE LENGTH SPECIFIED , SCALE 1"= 30' 2. ELEVATIONS SHOWN HEREON ARE NA VD' 88 BASED ON GPS. Q ~ o ~ ~ Z
so vc Zp
400 , ~ , 400 3. ALL KNOWN EXISTING UTILITIES AS OF THE DATE OF THESURVEYHAVE c~n~v~OQ
TYPICAL PIPE MEASUREMENTS ~ ~ ~ ~ 395 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ ~ c - - BEEN INDICATED ON THE PLANS. ANY UNDERGROUND UTILITY I NES THAT ~ ~ ~ u~ ~ ~ r~=?-w------------ 395 ~ Q Z(.'3
, ~ ~NMpp , i N ~o c ~ WERE NOT VISIBLE A T THE GROUND SURFACE HAVE NOT BEEN LOCATED A S Q ~ ~ w
390 +"~M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~M- - - - - - - - on-~n~- , -----------o~ ----------------------------------------NOT TO SCALE M - - - - - - - - - - - 390 PART OF THE SURVEY OF THE AREA. THE CONTRACTOR SHALL BE REQUIRED zv~ w~
CN mN M M M - TO IDENTIFY, LOCATE, AND MARK ALL UTIL I TY L IVES WITHIN THE ~ ~ ~ w
- - - - - - - - - - mN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~>J 385 rM oM dW~W- , ' W ~ - - - - - - - - - 385 PROJECT AREA PRIOR TO THE START OF ANY CONSTRUCTION. THE
_ v , CONTRACTOR SHALL BE REQUIRED TO PROTECT ALL EXISTING UTIL 1 TY W z ~oo
380 ~ dW ~Ilf o S~ , 0.000°h , 380 LINES WITHIN THE PROJECT AREA A T ALL TIMES DURING THE EXCAVATION
375 - ~ 375 OF THE DETENTION POND WORK. w
_ _ _ ~ ~ ,
370 .~N. , - - - - - - - - - - - - - - 370 4. THE CONTRACTOR SHALL REMOVE THE EXISTING RIPRAP DITCH
o~ WITHIN THE LIMITS OF THE DE TENT ION POND GRADING.
365 M - , _ , 365 PLATE NUMBER
> ,
360 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------d1W - - - - - - - - - - - - 360 5. IHL CUNIHACIUHSHALL HLMUVL IHL LXISIING YAHU INLLI
q'M N'M ~'M O'M O'M V'M M N'N 0 C N N 0 N OD - N q N V N V N O - N a .0> O. o AND EXISTING PIPES AND INSTALL NEW CATCH BASIN (YARD INLET)
355 - - - - - - - - - - - - - - - - - - - pi -ki- - - - - - - - ~i- - - - - - - - - a;- . - - - - - - - - -6-. ki - - - - - - - - ao . ai - - - - - - - - ai , - - - - - - - - o mi - - - - - - - - N .-M~ - - - - - - - - mi , -mi- - - - - - - - -0} . . n n n n m n m n m n m n n n n n n n n - - - - - - 355 TO THE FIT THE NEW PIPE INVERTS. P-13
350 1.00 1.50 2+00 2+50 3+00 3.50 4+00 4+50 5.00 5.50 6+00 6*5 350 6. THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY CONSTRUCTION ENTRANCE SHEET 15 OF 62 6*50 7.00
PROFILE C/L DIKE SITE 6 AT THE INTERSECTION OF THE EXISTING GRAVEL ROAD AND DA V I S ROAD.
I I I I I i I
C Site 6R4.d 5/31/2011 12:05:36 PM

A B C D E F G H
PIPE SCHEDULE P12+08.66 P13+56.72 P14+63.53 P15+60.77
PIPE REINFORCED CONCRETE PIPE (RCP) OUTLET PROTECTION DEL = 43° 05'15.85" LT DEL = 2° 58'41.85" RT DEL = 5° 23'32.50" LT DEL = 8° 05'28.94" RT
D = 50° 00'00.00" D = 5° 00'00.00" D = 8° 00'00.00" D = 10° 00'00.00"
APRON LOCATION LENGTH DIA. INVERT END TREATMENT SKEW THICKNESS STONE R = 114.59' R = 1145.92' R = 716.20' R = 572.96'
LENGTH T = 45.24' T = 29.79' T = 33.73' T = 40.52' US Army Corps of Engineers
C/L STA. (ft.) (in.) IN OUT INLET OUTLET ANGLE La, (ft.) T, (in.) TYPE L = 86.18' L = 59.57' L = 67.40' L = 80.91' wilminyton uistrict
2+02.69 102 18" 384.47 383.04 FES ENDWL 39° 28'25" 10 12 CLASS A N 737552.1043 N 737541.5054 N 737528.5474 N 737525.8734
E 2044367.9798 E 2044519.9741 E 2044626.0108 E 2044723.2686 CB rOP•400.4'
6 o CB TOP•400.4' 3+03.97 80 18 381.88 379.01 CR FES 79 0512 30 24 CLASS I RR INV 18'RCP' 1NV 18' RCP•395A'
P16+35.92 P11+41.73 P12+71.21
NOTES CR =CONCRETE RISER CB TOP•396.7 DEL = 2° 29'55.43" LT DEL = 7° 13'28.05" LT DEL = 13° 25'16.50" RT a
ENDWL = NCDOT STD. 838.05 "L" ENDWALL W/ FLAP GATE N INV 27•RCP39L3 D = 5° 00'00.00" D = 10° 00'00.00" D = 13° 00'00.00"
1. ALL PIPE OUTLET PROTECTION SHALL BE NCDOT RIPRAP _ SAS y FES -FLARED END SECTIONS 9,~\ FFa~ R = 1145.92' R = 572.96' R = 440.74' o
cF N 2 T = 24.99' T = 36.17' T = 51.86'
2. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS . <.; • ~ L = 49.97' L = 72.24' L = 103.24'
REMOVE EXIST. ~ OTHERWISE NOTED. ,,;:;:~'''=:w~~,: A N 737513.2329 N 737523.0424 N 737546.5814 O
RIPRAP DITCHES ` ~ R~~'`` ~T kT E 2044797.4826 E 2044305.3863 E 2044432.8066 9G
3. ALL PIPES SHALL BE FIELD ADJUSTED FOR BEST FIT. CONTRACTOR SHALL, SEE NOTE 4 ...,:,.~s?~:=° I z . ...,.r, . ,
AT NO ADDITIONAL COST TO THE GOVERNMENT, FIELD ADJUST ALL PIPE z 0
LOCATIONS, LENGTHS AND INVERT ELEVATIONS (INLET AND OUTLET) FOR 9 so7-7.~..° ~ ;ry~ a~
BEST FIT TO EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DRAINAGE. ~ ~ ~ N ~G
~ CONCRETE OUTLET ....r.°>,,dt<'~•~% .I~•39"v° w ~ U . ,r, ~ ,
4 F ,P GA E SHkA L BE MODEL 50C AS MANUFACTURED BY HYDRO GATE OR ~ ~ STRUCTURE so7-s M. - i N , qD °`4
APPROV QU L ~ W / ~ ~
V N t::•i~:iia q ^0 a ~ ,
~ a ~o x~ ,.ai, . i< J
~ . / . 5 _ , P ~ `L Q ~
5 f ~ 0`~ so7 ~ ° o
DIRECTION Q ' °~T 1-
~ g0 ~ w S07.11 ~ ~ 's;rf. rr,r.(aaa r7<.11 y' ' ~ ~ ~ `a ~q,
~ • N ~ ~ /
GRASS F*. Q
N ~ ~ ,e;~y:: +56,1 so7-12 ~
, ~ PI3 ~ ~ ~ o •~.~~Q; ~ ~ ,
. m -a ` ~ v rn . , - ~ ~ . 7-13
~ ~ m N
® ~ ~ ~,rYY~ N O co ~
Yyy, .ae= ~ U M ^ f~ O ~vj eh CO ~ t Z _ M W pj O O O
~ $
~T~ + ~ ~ •i Bdb11E~ 50 5, L1T RAIL f~~.CE t~,~'' 4 ~ "tee'"' . I? z ~ ^ O~ y
N ~ ~ ~ . 'C . - „ ~ ~ o. c~ ~ W Z N o CD 12' SPI ~ W
„ E 2044213,80 ' ' ; • s~• GRASS - . ~ ~ , d` 73755
_ l a.,I~v~n~b U - INV °r~n'~ 4 8'CM ~ I 38 nc • • 39.0"
X w 390 S07-16
/ air - - - - - , •a 7.17
4 ;wgGRAVEL DRNE ;trp .ea, + QQ:. ,n . ~ ® ~ N . A
4'TALL SPllT RAIL ~ .s® • ~ MAIL c n. .b. OHE
,WOODEN FENCE <.; S07-24 _ - S ~ a ~ ' E•2o a31rz ~ Q4 04-10 , . ,
.(.j"r`a'!'~ 38689' ' ~ 50 ,w»' ~ ','e1r° ~ 7-31 ~ S07-29 n --i ' . °,:GRAV 0 DAMS DRNE'® - d.'" I V
_ So7-2s 07.2 PC 3+26.93 X6.49
w~ODED AREA o ~ ~ 507.22 .p ~ ~
~ a;P ~t,..:a;° ~ y STA. 3+26,1tq,~y~ CCESS R - s ~ . ~ m ~ ,.~-r" ~ STA. 3+24,80 CIL ~ ~ + ~ ~ 'S07-19 ,~~~mwYrw~ ~ w ~ ~ cn
_ a.s.'Srr;~`<.tt;~?"?~'r. . ~l WDG9ED AR A o ~ cn w N ~
1 i O Z y m ~3 O O iv ~ o o a N ui ~ ~ ~ WGODED AREA o ~ ~ ro
. t ya r t =r r. t ya~• tya > t =r"r t I a t :a r r' j HALT TRWc r r . :;e '~~,tic SO -27 ::•t••ASP 07-20 ~ rn ° U t,,,;;~'- w ~ 3
.,.r, ,:....::::,"...:::,r,::.::.••• ;r;;::e 04113 r 'a .t' .t'~ >,^<~t:, ~ fw °r t ."'~li .a rt~~"'_ 5 .e"'~ srR~~" ch ~ u, m°w w w ~ ~ O N ~ r:cn ¢ V p LL ~ gam
` ~
10000 r 4 f r~<.{ r ~f~ _ N 8098 8219 ~ ~ ~ Za m o N
~W_ •'~~F~F`7 " Y'1-` PX NAI1 40d NAl1, E•204417227` Y yti ~ N= 7374273; 4429'
cr - E=204438925' INa'•3~ 0,8' E•
i;;`;~,;. ,,..~,t:. EL- 318J3' / EL• 8250' 05 ~ e so NOTES 2~ w 8271 h o o U o r
~ ~ ~
~ t.. 7. PROJECT NORTH IS N. C. GRID NAD 83/NSRS 2007 BASI d°~ ~37428J5' oh 2007 BASED ON GPS. E=2o44aslsr z;
® .r.; EL= 38924' ~ W 0
`'°~""`°`~sy:, ~ ~ 2. ELEVATIONS SHOWN HEREON ARE NA VD' 88 BASED ON GP: 3 _ ED ON GPS. Z
.,ry 04- SO4-~03~ U z J
P .°,M ' ~ "~~~~~r~;.;.. 3. ALL KNOWN EXISTING UTILITIES AS OF THE DATE OF DATE OF THE SURVEY HAVE EXISTING TOPOGRAPHIC SYMBOLS LEGEND: NEW SYMBOLS LEGEND: ~ ~ ~
DEERIS . IcE~ IN ~ f.; a~yAyt,,r 504-110 SO4-102 _ l,a1s<REA ~ :,:gT;;, BEEN INDICATED ON THE PLANS. ANY UNDERGROUND UT. ROUND UTILITY I NES THAT ~ SUR?EY CONTROL BENCHMARK POINT fTBMJ - - - -NEW !rc ~ w Q
ALL s ' • WERE NOT V.I S I BL E A T THE GROUND SURFACE HAVE NOT HAVE NOT BEEN LOCATED AS ~ suRVEr courROC POINT z U
W~lUtil Ff NCE ,.:,,l.,,,.. .-M--~ ~ -;:.{:~,a.,,, _ PART. OF THE SURVEY OF THE AREA. THE CONTRACTOR SI RACTOR SHALL BE REQUIRED TO +382.4' SPOT ELEVATION INTERMEDIATE CONTOUR WZ~
x >~;:1~`;.,,a09 IDENTIFY, LOCATE,_ AND MARK ALL UTIL I TY L INES WI LINES WITHIN THE PROJECT co cLEANOUr 360 INDEX CONTOUR ~ ~ O
W DED AREA ~ a,=r,`."'~ ` ' AREA PRIOR TO THE START OF ANY CONSTRUCTION. THI 40d~NAlL T ION. THE CONTRACTOR SHALL BE Qs sANrrARr MANHOLE z p ?
~ a REQUIRED TO PREC~ ALL EXISTING UTIL I TY L INES I Y LINES WITHIN THE PROJECT - - - - - P1PE w/ourLEr srRUCruRE W z
DECIDUOUS TREE ~ ~ OF THE BENCH CUT AND THE ~ ~ ~
SO4-101 AREA A T ALL TIMES DURING THE EXCAVATION OF THE I (YYYYI WOODS L1NE - - - PIPE W/ FLARED END SECTION ~ O Z
so4-1os STREAM RELOCATION WORK . a~ i
4. THE CONTRACTOR SHALL REMOVE THE EXISTING RIPRAP ~ unurr POLE cn U ~ G RIPRAP DITCH ~ GUYWIRE -••-••-••-••-NEW DIKE ~ ~
WITHIN THE L IMI TS OF THE DETENTION POND GRADING, o~ o° GRADING. Ce CA7CH BAS/N fLARED END Of P/PE OUTLET
oN
+ ° + ° ~ 5. THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY CONS ARY CONSTRUCTION ENTRANCE 0 POST /BOLLARD ~ TEMPORARY SlLr FENCE
° ~ ~ ~ ° ~ ° A T THE INTERSECTION OF THE EXISTING GRAVEL ROAD 405 ------vim-- ~-------------------------------oT--------------°~--- 405 VEL ROAD AND DA V I S ROAD.
~W ~W WN NN NM MM #!';l~:t'° ASPHALT PATTERN RIPRAP OUTLET PROTECTION
2 400 - - - - - - - 0' V 400
, ~W ~W , , GRAVEL PATTERN Z ~
0.0000% ~
2.6867°/0 , 390 390 ~ ~ CONCRETE PATTERN ~ W
- _ 40'~VC _ ~ Q~
OZ~
PVI 0+94.01 PVC 2+30 ~ - DO NOT USE FOR CONSTRUCTION RIPRAP PATTERN ~ O ~ O
- - - - - - - - - - - - - - - - - - - - - - - - - - -EL:391.64 - - - - - - - - - - - - -EL.392.18 - - - - - - 380 ELr 387.89 380 0 0 ~ n'a~ c~'a ao'a o'ao
n o'er r'~ r~'a w'o N~: X X- fENCE Q U O ~ z
37~ - - - - - - - - - w - - - - - - - - ~ - - - - - - - -m , - - - - - - - a - - - - - - - - a - - - - - - - - - 375 ao o a a s a o~ a o~ a o~ CENTERLINE CREEK /DITCH ~ = U uJ z
370 370 ~ p ~~w ~O~ Iq r N N N UTILITY LINE UNETYPE 1EGEND: p U_ ~ z
0.50 1+00 1*50 2+00 2+50 3+00 3+50 ~ N N ~ N ~ -OHE OVERHEAD ELECTRIC /UTILITY LINES CC Z ~ uJ
N PROFILE C/L GRAVEL ROAD SITE 7
~o ° t~M + UwQ W~ ~J
405 ~i~---------------------------------------- WN + ~ , - - - - - - -~W- - - ~W - ~M,- 405 ~U~ 40 VC
400 - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - • - - - - - - - - - - - - - ' ~ W ' ~ ° (n - - - - - - - - - - - - - - - - - ~ - 400 w
,
395 -4W------------------------------------------------------ 3 O ~1 °~o~%,~ 395 U
0.0000% w
390 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - _ y- - - - - - - - - - - - ' - 390 ~
1 ~ - - - - - - - - - - - - - - - SCALE IN FEET - - - - - - - - - - - - - - - - PVF 705- - - - , - 385
385 - ~ - - - - - - - _ _ - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - ~ ~ -
380 EL. 392.18 ~ 30 15 0 30 60FT PLATE 380 NUMBER
M G M M G M IA ~ M /U ~ M M M M M /A M 11. M A M N M w~ ~ M .w ~ ti ~ ran ni r. iii ~ni
w w ~r w ¦r w w w w rr w or w v w v w w tp'r O'r Of'r N'r 0p'r N'r If~'r N'r 00'r O'r O co . N JU/ALL I JU
375 - - - - - - ni N - - - - - - - - ; N - - - - - - - - A ,-N- - - - - - - - - 4 , -N- - - - - - - - -y N - - - - - - - - -ri-, N - - - - - - - - N - N - - - - - - - - ^ , N - - - - - - - - ri N - - - - - - - - ci - OAF aD Of ao Of ao 01 Oo CD co op 00 0 Go 0 Go 0 00 0 Oo 0 C4 d-A 375
P-14
370 1+50 2.00 2+50 3+00 3+50 4.00 4.50 5.00 5.50 6.00 6.50 370 6.50 7.00 7.50
SHEET 16 OF 62
PROFILE C/L DIKE SITE 7
C Site7R2.d n 5/31/2011 1:17:05 PM

A B C D E F G H
E r 1 , SITE 11 -MORPHOLOGY TABLE
} € ° EXISTING ~
_ „ N STREAM TYPE G5c US Army Corps
DRAINAGE AREA, SgMi 1.605 of Engineers
Wilmington District
• S11-28 ' v ~ ~ 4 c~ ~ BANKULL WIDTH (Wbkf) MAN ,
vv vrr ® \ 'w. o~ RANGE 28.1 - 42.7
. I i r V v a J a r Y e a J r V d+ V e J a r v _
~ MEAN 3.0 ° m° BANKFULL MEAN DEPTH (Dbkf)
r : r r • r r r ° ,1'ta-'a 'y'1'ir6a y'8'Ir `r y'1ala'r y'i'ir`a y'9'ir `r y'("Wr a ay''9'ir`u py5 9r r S11-29 gm RANGE 2.6 - 3.4
. ~ ~ - ya MEAN 11.1
Z, WIDTH/DEPTH RATIO (Wbkf/Dbkf) o
a r a • m w .~r d r - r, 1-30 ° ;z RANGE 8.4-16.2 30 ~W
r r 'tr`u ° 'y'~'9r`i • ,f °Irei ° ,9 r ° y~l 'ir6i ' y'®'iu'`r ° y'9 ala•u ° °'i 'ir`a • y'9 'ir'u • y'("ir•u ° ,''9 'ir`u ' pyS 9r BANKFULL MEAN VELOCITY (Vbkf), fps 4.3
~ a e r e ~ ~ r r . d.r VV .d YV« r• .d VV d. VY
511-59 ~ ' ' h BANKFULL DISCHARGE (Qbkf), cfs 413.3 Z ~
~ ~ 3 < Y a • r ~J
S11-1 ~ r ° y • ° ` ZW BANKFULL MAX. DEPTH (Dmbkf) MEAN 4.8 Z
S11-60 ' RANGE 4.0-5.4
0733985282 1.61 ~ . ° • •r • , ,y , ° ' ~ MEAN 285.3 0
S11.62 r rr~, 3 "a" ° ° FLOOD PRONE AREA WIDTH (Wf a) RANGE 249.0-34 .7
' T WN F ARY 0 0 C ~ ,
507 PARKSCENE LN , ` MEAN
.r ' ENTRENCHMENT RATIO (Wfpa/Wbkf) • 1 RANGE 5.9-11.9
, O,.""°'_--~-....,,gym V iV
S11-68 ' SINUOSITY (STREAM LENGTH/ VALLEY LENGTH °1.1 m
5 ~ ° ° S11-31 N " ° AVERAGE SLOPE 0.7157X
S11.70 ~ - , °
- o
S11.69 511-63 d EXISTING TOPOGRAPHIC SYMBOLS LEGEND: a 511-63 DOUGLAS L 8a SHELIA M AUGUSTINE` ~ E1P EX1Sr/NG IRON PIPE (PROPERTY CORNERJ . ° " " ~-g - ~ SUf~EY CONTROL BENCHMARK POINT (TBM1 a
• 1 1 r ' Y ,e , ~ 114 BARNES SPRING CT ° D SUI~UEY CONTROL POINT
" " , I ~ +3824'
} " SPOT ELEVATION s co cLEANOUr
®41'13 ; S11.2 "
- - S11~ " ~ ~ QS SANITARY MANHOLE
~ ~ ~ ~ / ~ I _ , 511-32 ` 0733989283 ~ DECIWOUS TREE o
~ ° ~
• ~ ~ J I a V I FYWYI OUTLINE OF WOODED AREA U w
J i i ~ Ur/LIPI POLE °
~ ~ o . o ~ ~ ~ ~ GurwrRE
ROCK VANES ~ 0 C ° ~ ~ ~ FLARED END OF PIPE OUTLET 4,
o ~ .
l ® Q POST /BOLLARD
° ® Pg ;;;;~r~ti ASPHALT PATTERN m
4 s -64 ~ 11.64 ",r C!~ ~ ~ " 511-33 ~0~~ AJ~ o
. ~ .r ~ AD' ~ ~ GRAVEL PATTERN
S11.65 11.65 p 0
. ~yG ,
, , , v ~ CONCRETE PATTERN ¢ " vg
RIPRAP PATTERN ~ w
R FLE ~ 1
rrrr • • r" X X- FENCE w ~ O ~ ro
, " CENTERLINE CREEK /DITCH ~ ~ 3 UU z
~ W W Q > J " " ` ~ • UTILITY L1NE LINETYPE LEGEND: ¢ ~ p LL
S1 Y17,°" ~ C~ ~ / -ONE OVERHEAD ELECTRIC /UTILITY LINES r."" ` " Y *Y'
~ , r"" m O
~ ~ ? i ` 1"" ""1 1 ""i Q ` • • " • • NEW SYMBOLS LEGEND: z ~ m ~
STA. 0 ~ ~ ~ , . , 11-16 11-16 ~ ~ ~ ~ ~ ROW EASEMENT ~ J Y ~ Q
N 738049. 190 ~ • ~ ~ ~ ` ~
+i~ 2039684. $1 ? ~ , c . • . e" ~ ~ ~ TOP OF CUT T
? I • , w N PIO+85.66 ° • ' ° ' ' ~ 16 BARNES 9
? o o+ - I S11-7 ? ' ~ , , N- 738026.6357 " S11~4 " °
3 ~ A _ I i ~ ~ E- 2039765.9906 ` ~ ~ ~ , ~ ` ~ ~ 07430801 - ~ - ~ ~ - ~ ~ - ~ " ROCK/ CROSS vANE srRUCruRE
• ? ~ o ? I S11.11 " ' , , " ° " " ' . • , ` SCOTT M & THERESA M ZWIERZYN U Z
~.x ? -rte ~ ? ~ BENCH CUT I " ~.y. ` " " " 1 ~WQ
o'er , ? ~ I
. ~ I ~ ~ / S11~6 Z
o I 0733985088 ~ ~ ~ ~ r ~ " ` n' Pm ' `r t" ~
~ ~ o ~ I o / " ."a° "rl~ Ja. <a ~ Z WO
TOWN OF GARY ~ + ~ ` • o~ ~ 1 S11-67 • ° ~J ~
PI 0+50.46 N ~ ~ 511 PARKSCENE LN _ ~ , C ~ ? ' \ ~ ,
N- 738031.3 56 + ? ~
E= 2039731.0 45 c ~ ~ _ o ~ 1. , , TO JENKS CARPENTER ~ ~ O
x ? ~ - RD Q ~ Z ~ ~
o ~ r\ ~ PI 0+50.46 `\\kq, PI 0+85.66 ~ , ~ r J
DEL - 13 5016.08 LT DEL - 40 06 20.59 RT ~ , TOWN OF GARY
° ~ ~ D = 114 35 29.61 D = 90 00 00.00 S11-8 ~ r ~
R = 50.00' = 63.66' %v ~ v~ 0743072905
o x T = 6.07' T = 3.24' o xv ' ~ •~v
c a~ L=12.08 L=46 ? ~ ,
6~0 PC N 738033.6054E 2039725.4017 PC N 73 29.7589 E2039742.9638 ~ z
? ~ PT N 738030.5601E 2039737.0568 PT N 73800':4130 E 2 39781.5908 0
2 S11-10 M PRELIMINARY Z
• , o0
I - ~ u~ DO NOT USE FOR CONSTRUCTION ~ ~
UQ~ J
STA. 18.02 ~ ~ ~ Z W J w ~ O
N 7 1.2336
. E 2 397 .9996 NOTES: ~Uc}n rU
3 , ~ 1. PROJECT NORTH IS N. C. GRID NAD'83/NSRS 2007 BASED ON GPS. ~ ~ ~ ~ 2 ~
cn~ UZ
~ I S11-9 2. ELEVATIONS SHOWN HEREON ARE NA VD' 88 BASED ON GPS. ~ ~ Q ~ w g
~ ~ Q~~ m~
~ 3. ALL KNOWN EXISTING UTILITIES AS OF THE DATE OF THE SURVEY zU~ ~
O N O ~N • O CO N HAVE BEEN INDICATED ON THE PLANS. ANY UNDERGROUND UTILITY ~ co
320 -----ON---------------------------------------------------------------------------~~------ 320 LINES THAT WERE NOT VISIBLE A T THE GROUND SURFACE HAVE ~ ~ ~
00 + , + ~ O O NOT BEEN LOCATED AS PART OF THE SURVEY OF THE AREA. THE W z
CONTRACTOR SHALL BE REQUIRED TO IDENTIFY, LOCATE, AND 3
1 ~ 1 3 5 - -y J- 3 5 ~J f1W~ MARK ALL UT I L I T Y L I NES WITHIN THE PROJECT AREA PRIOR W
d W _ , 1 - - , - - - - - - - 0.783% - - - - - - - - , ~ TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL
310 310 BE REQUIRED TO PROTECT ALL EXISTING UTIL I TY L IVES
WITHIN THE PROJECT AREA A T ALL TIMES DURING THE PLATE
EXCAVATION OF THE BENCH CUT WORK. NUMBER
~iw raw wv wri ww vr+ rir rw rw rv rv yr . . . . . . . . . . . . . . . . . . . . . . . . 0101 0.01 001 X01 X01 ~O ~0 ADS ~0s ~O ~O ~O
cc qr 0 qr 0 qr 0 qr 0 qr 0 qr 0 qr 0 r 0 q qr r M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M M'M
300 300 SCALE IN FEET P-15
-0.10 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 10 5 0 10 20FT
SHEET 17 OF 62
PROFILE SITE 11 BENCH CUT SCALE: 1"= 10'
C S1te11R2.d 5/31/20112:45:14 PM

A B C D E F G H
5'-0"
1~"CR 4-#3 BARS 1~"CLR.
_R. - US Army Corps
r ~ EQUALLY SPACED of Engineers
5'-0" #4 BARS = Wilmington District
1 4 - #3 BARS 1 ~ 1 1 GENERAL NOTES (CONCRETE COVER)
m E UALLY SPACED 2 Q
6 ~ CLR, CLR. 6" 4'-0" 6" 1 1/2" 1, MANHOLE FRAME AND GRATE SHALL BE NEENAH MODEL R-1556-A MANHOLE FRAME,
CLR. _ ~ SOLID TYPE "C" LID AS MANUFACTURED BY NEENAH FOUNFRY OR APPROVED EQUAL.
J _ SFCTI~N X-X ~ v a
c~
2. A 1 CLEARANCE SHALL BE MAINTAINED BETWEEN THE MANHOLE FRAME AND a GRATE AND REINFORCING STEEL. °
STANDARD MANHOLE _ 6 DIA. o
FRAME AND COVER ~ w „ PV ORIFICE ~ 4 0
A A X Q Q X - PLATE w 7 4 BARS
- 3 a" DIA. m ~ = EQUALLY SPACED
o _ ~ _ _ o
- ~ ~ - 1 ~ J ~ 1 ~ CLR. Z 0
TEPS ~ _
` Q CDOT STD. ~ ~ 6 6" 4' 6" N 0
WG 840.66 ~ ~ w
16" O.C. ~
= I ~ ~ SFCTI~N Y-Y ~ 5'
0 _ m
N~ ~ ~
5 ~J m ~ ~ - ~o
°
P1Ad C:~NCRFTF CCIVFR 2" WEEP HOLES °
a
STANDARD MANHOLE STANDARD MANHOLE °
FRAME AND COVER _ FRAME AND COVER
~ ~
4" CONCRETE COVER STEPS
NCDOT STD.
ELEV. 374.38 DWG 840.66 0
16" O.C. a
z z U y w
z ~ z O
w ELEV. 373.36 w 0 0 -
/ \ /
N0. 4 OPENING N0. 4 N0. 4 N0. 4
OP NING BARS BARS BARS BARS
CONCRETE SLAB m
4 6„ 3. 0.. 6..
6.. 4~_0~~ 6..
PLAN 6" CONCRETE SLAB
STEPS Z o T ~
NCDOT STD. DITCH DITCH ~ ~ro
DWG 840.66 6" DIA. LINE ~ ~ LINE ~ o ~ o z o
16 O.C. N0. 4 BAR - - PVC ORIFICE i m C7 U N w ~
~ ~ @ 12" O.C. III-/- _ ~ o z ~ a - _ U z ro -1 ~ I-I _
/ \ PLATE -I I I III-1 I I -III- ~ III W = ~ ~ ~ ~
18" DIA. 31" DIA. 4 ' ''-1 11-1 =1 I I III=111 1= I I- ' LL
_ ~ PIPE ~ / 111111 ~ OPENING / IIII ~III~II ~ m o
\ ~ ~ ELEV. 368.00 111111 Q N
N0. 4 BARS I. ~ J m ~ w a
6" 6" 6" 6"
- o o r- c c r- c-- p- ~ f d ~G G, G ~G G, G ~G .G G •0 °GG.O eGG'0 nGG.O eGG'0 °°G ~ w N0. 4 B ~ ° STEPS
,O ° ,d ° ,O ° I p . p . p z o ~ NCDOT STD. ~ - - ~ 18" DIA. PIPE
= w~~ ~wUC, DWG 840.66 ~ ~ INV. EL. 262.19
3 6" NCDOT ~ w J ~ ~ @ 16" O.C. ( ~ z
~ ~
sFr.TInN A-A AGGREGATE BASE COURSE SFCTI~N R-R ~ U
1" 1 ~ ~ cn~oc ~WU
c~ z w
zoo zow 6" wC~= ~ wz~
z~~ z~~ zwo WU~
CONCRETE OUTLET STRUCTURE ~ ~ w
O cn U OUIj WOZ \~Iw~ ~~O
= w~ w ~
1.. ~ 1- ~ 24" DIA. PIPE ~ o ~
2 GENERAL NOTES (CONCRETE OUTLET STRUCTURE>~ INV. EL. 257.74 Q U
cn J
1. CONCRETE OUTLET STRUCTURES SHALL BE CONSTRUCTED ~ ~
WITH OPENINGS ON ALL FOUR SIDES. ~ SIN SIN /
6" 6" l
- -
NC N0. 4 ~ i/ ~ ~ z
B~ 2 BARS ~ _ ~
00 z ~ w
SIN D D O O /r O O O LL
°C U
SECTION ~ z O ~ Q 6 NCDOT N0. 4 BARS w ~ W ~ p~ m
AGGREGATE BASE COURSE @ 12" O.C. °C ~ ; Z ~ _
wU~ O ~ ~
~ CONCRETE CATCH BASIN YARD INLET ~~W w ~ ~ Ov ~
~zQ w O w
~ w
U GENERAL NOTES (CATCH BASIN) ~ ~ ~ w ~ ~UON W ~ z
SECTION OPENING I-
1. MANHOLE RING AND COVER TO BE LOCATED 3 0 ~ Z U
OVER STEPS. ~ 0
w
2. A STONE DRAIN CONSISTING OF 1 CUBIC FEET
1 OF N0. 78M STONE CONTAINED IN A BAG OF
POROUS FABRIC SHALL BE PLACE AT EACH WEEP PLATE
HOLE. PRELIMINARY NUMBER
DO NOT USE FOR CONSTRUCTION P-16
SHEET 18 OF 62
C rlRiserDetail.d 5/31/20111:44:26 PM

A B C D E F G H
r ~
6'-4" 6' -4 i~ ~i
1.. 5-#3 BARS 1„ i„ 1/ 1/ 1 CR 5 3
2 2 ~ m EQUALLY SPACED CLR. CLR. E UALLY 5 - #3 BARS 1 CLR.
Q EQUALLY SPACED US Army Corps of Engineers
8" 5'-0" 8" 1 1/2" CLR. #4 BARS ~ _ Wilmington District
6 - - °
w ~ ~
6" DIA.
PVC SFCTICIN X-~ ~r.TInN x-x
a °
ORIFICE STANDARD MANHOLE
PLATE FRAME AND COVER ~ w 6 4 6'-4"
A DIA. DO A X ~ Q Q X - 13 - #4 BARS 1 CLR.
m ~ 13 4 I o ~ ~ EQUALLY S :QUALLY SPACED -
i - - # ~
In i J ~ . Z 0
STE S ~ ~ Q
NCD T STD. ~ _ J N
DWG 840.66 ~ ' ~ ~ o w ~ SFS~LIIN SFCTI~N Y-Y U °
16 O.C. -
0
m
5 ~ I I
°
N~ GE GENERAL NOTES (CONCRETE COVER) Q
~ ~J m- ~U a
STANDARD MANHOLE ~ 1. 1. MANHOLE FRAME AND GRATE SHALL BE NEENAH MODEL R-1556-A MANHOLE FRAME, °
L'J..Ad FRAME AND COVER C:~NCRFTF CCIVFR SC SOLID TYPE "C" LID AS MANUFACTURED BY NEENAH FOUNFRY OR APPROVED EQUAL.
4" CONCRETE COVER 2, 2. A 1 CLEARANCE SHALL BE MAINTAINED BETWEEN THE MANHOLE FRAME AND
GR GRATE AND REINFORCING STEEL.
ELEV 391.47 Z 0
a
c~ c~ U w
- z - z o z o z O
' w w ~ ~ ~
o ELEV. 390.14 0
~ / ~
N0. 4 ~ ~ N0. 4 N0. 4 ~ / N0. 4
OPENING OPENING BARS BARS BARS BARS 0 m
4 Y fA
8.. 5~_0~~ 8..
8.. 5~_0~~ 8..
C
Z ~ 0 ~ ~ r -
~ ~ ~ro
STEPS } ~ p N ~ O z O m ~ U N w ~
NCDOT STD.
DWG 840.66 z U z ro ~ U
16" O.C. > w ~ ~ w ~ ~ LL
_O
m ~ N
U
~ J m ~ ui Q Y
~ U ~ ~ T
w
Z~
6" DIA. _ W~~ H
3 N0. 4 BAR - - - PVC ~~w~ ~ Q
~ ~ @ 12" O.C. ORIFICE / ~ PLATE U Z ~ J
18" DIA. 4" IA D.
= ~ PIPE ~ ~W~
~ / ~ ~WU ~ Z
~ ~ ELEV. 382.00 CCU wZ~
6" 6" 6" 6" _Z ZWO
„ Z~ 1 a~ WIZ
r,G OQ 'G ° ~.G,~Q •G ° ~.G,~Q •_G .G,~Q,~G I 'G .0 °GG•0 °GG.O oGG•0 uGG.O oGG•o eDGG•0 °GG' - I ~ ~ •d D ~ •d D •d D - ' O ' O • O . O
° •CI° ° ? •G_~ ° G,? S. ~ ° C•o °S~ ° C•o ° o I O ~ ~ G O ~ ~ G O ~ ~ G G ~Z ~~O O ~
~p~~, oU aO~
6" NCDOT _ ~J (n J
AGGREGATE BASE COURSE SFCTI~N R-R j ~
w
1.. 1-
2 SFCTI~N A-A
/ z
2 ~ / SIN ~ / ~ ~
i / Q
/ O p W
~ ~ N0. 4 ~ w ~
BARS o z ~ Q ~
CONCRETE OUTLET STRUCTURE ~o~ Z ~
0~
QUO
SIN
~~w W O ~ OU ~ -
~ZQ ~ Z O
Q}~ W
ZU~ W ~
c[ co D W w o ~
SECTION OPENII ~ OPENING ~ rJ
w z
3 0 ~
~ U w
1
GENERAL NOTES (CONCRETE OUTLET STRUCTURE)
PLATE
PRELIMINARY NUMBER
1. CONCRETE OUTLET STRUCTURES SHALL BE CONSTRUCTED
WITH OPENINGS ON ALL FOUR SIDES.
DO NOT USE FOR CONSTRUCTION P-17
SHEET 19 OF 62
C rlRiserDetail.d 5/31/20111:44:53 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 355 355 0
O
350 - ~~-~:~-1------- 350 a
\ ~ ~ / ,
345 - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - - ~ - - - - ~ - - - - - - 345 ,1- ~ ,
,
340 340
335 335 z 0
-40 -30 -20 -10 0 10 20 30 40
N
0+50
355 355 355 355 m
5 _
350 350 350 350
~ ~ 'y \ / - ~ _ o
/ - a
345 - - - - - - - - - - - ; - - - - - - , - - - - - - - - - - , - - - - - - - _ - - - - - 345 345 - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - ~ - - - - , - - - - - 345
\ i~ _ 0
340 340 340 - - - - - - - - - - - - - - - - - - - - - - 340
335 335 335 335
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 Z 0
a
0+40 0+97 U w
O
355 355 355 355
J m
4 _ ~ - 350 350 350 350 N
~ , _
~ i ~ /
345 - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - -~_~;i- - - - 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 345

340 340 340 - - - - - - - - - - - - - - - - - - - - - - , Z ~ 340 ° T x
W o ~ ~
'm ~ ° ~ ~
335 335 335 335 0 ~ o ~ ro
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 ~ ° q~ U Z ~
W W CL ~ J V ~ LL
0+30 0+90 _O
m ~ N
U
~ J m ~ ui Q Y
~ U ~ ~
355 355 355 355
350 350 350 350
_
~ ~ ' U Z_
345 - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - - - - - 345 345 - - - - - - - - - - - - - - - - - - - - - - - - 1--------~- - - - - - -,rte-" - r 345 J
\ ~ ~ - ~ ~wQ , owU
340 340 340 - - - - - - - - - - - - - - - - - - - - - - 340 w~=
' wz~
335 335 335 Zw0 335 zOz
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4
° 40 PRELIMINARY
0+20 0+80
DO NOT USE FOR CONSTRUCTION ~ ~
~ ~
355 355 355 355
- 350 350 350 350
/ 7 SCALE IN FEET p
345 - - - - 345 345 - - - - ~ 345 10 5 0 10 20FT Z
~ ~ ~ - 10 5 0 10 20FT o 0
340 340 340 - - - - - - - - - - - - - - - - - - - - - - Q ~ r c7 - - - - - 340 VERTICAL SCALE 1" = 10' °C ~ w
' HORZ. SCALE 1" = 10' ~ z ~ ~ +
335 335 335 335 ~p~
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 ~Q~ zUO
WUp C1 ~
0+10 0+70 ~~w ~2~
cn~ UU~ w
~~Q ~Wo
U~~ (gym +
355 355 355 355 ~U~ O ~ w o ~
~ N U
350 - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 350 350 - - - ~ ~ - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - _ - - 350 3 O ~
~ / -
' / U
345 - - - - - - - - - - - - - - - - - - - ; - - - - - - ~ - - - - - - - - - - - - - - - 345 345 - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - _ - - - - - - - - - ; - ~ - - - - - 345 ~
1 ~ ~ ~ ~
340 340 340 - - - - - - - - - - - - - - - - - - - - - - - - - - - 340 PLATE
' NUMBER
335 335 335 I J 335
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 P-18
0+05 0+60 SHEET 20 OF 62
C Sitesl XsectR.d n 5/31/2011 1:25:58 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
355 355 355 355
350 350 350 ~ - 350 0 , ~
\ - ' U
r - _ _ _ _ N
345 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 345 345 - - - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - ~ \ - - 345 °
~ ~ - ~ / -
340 - - - - - ~ - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - 340 340 - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - 340
_
J
335 335 335 335 m
5 -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40
0+40 0+90 °
a
°
355 355 355 355
, Z o
350 350 350 350 , N
, o 345
-------T----_ 345 - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - 345 345 ~ - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - -
\ ~ -
~ - -
340 - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 340 340 - - - - - - - - - i, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 340
J m
4 - 335 335 335 335 N
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40
0+30 0+80
Z ~ o d
Wr
~ o ~ N ami
m z o w ~j cn (7 U 0 N w
O
° Z W>U z ~
w w ~ U> ~ 355 355 355 LL
355 355 355 , o
, > o to N
350 350 350 - - - - - - 350 350 - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 350 ° U ~ , z J m ~
~ w Q Y
- - - - ~ ^ - - - - - - - - - - - - - - - - ~ U ~ ~
345 - - - - - - - - - - - - - - , - - - - - - , _ - - - - - - - - - - - - - - - - - - - - 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ f - - - - - - - 345 345 - - - - - - ~ - - - ~ - - - - - - - - - - - - - - - ~ / - - - - ~ - - - - - - - - - - - - - - - - - - - 345 , ~ ,
_ _ , ,
~ 340 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 340 340 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - 340 340 - - - - - - - - - - - - ~ ~ - - - - - - - - - - - - - - - - - - - - - 340
, U Z
335 335 335 335 335 335 ~ ~ p
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 -40 -30 -20 -10 0 10 20 30 40 o w U
0+20 0+70 1+06.17 w ~ _ wz~
Zw0 Wiz
z
~o
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355 355 355 ~ J 355 355 355 -
, ~ ~
350 350 350 350 350 350
, ~ ,
345 -----`---t------;-------~----~_---------~--~-\- 345 345 , ~ - - - - - - 345 345 - - - - - - - - - - ~ - - - - - - ~ - - - - ~ - ~ - - - - - - - - - ~ - - - - - - ~ - - - - - - 345 , ~ Z
, ~ / O
340 - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - 340 340 - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - 340 340 - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - 340 Z ~
, O O
335 335 335 ~ ~ 335 335 335 ~
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 -40 -30 -20 -10 0 10 20 30 40 ~ z w ~ ? O
0+10 0+60 1+00 ~o~ ZU +
~Q~ O
QUO ~2
~=v UU~
c~n~w ~Z OU W ~
~z~ ~m~
PRELIMINARY Q}~
355 355 355 355 ~U~ ~~O
' DO NOT USE FOR CONSTRUCTION ~ N U ~ Q
350 350 350 I- 350 3 p ~
' U w
345 - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - 345 345 - - - - - - - - - - - - - -~i - - - - - - - - - - - - - - - - - - - - - 345 ~
1 ~ ,i ~ ~ -
~ - 340 - - - - - - - - - - ~ - - ~ - - - - - - - - - - - - - - - - - - - - 340 340 - - - ~ - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 340 SCALE IN FEET PLATE
_ 10 5 0 10 20FT NUMBER
10 5 0 10 20FT
335 335 335 335 MMMMMM9
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 4 0 40 VERTICAL SCALE: 1'' = 10' P-19
HORZ. SCALE: 1'' = 10'
0+07.75 0+50 SHEET 21 OF 62
C Sites3 XsectR.d n 5/31/2011 1:26:45 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
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370 370 370 370 370 370 370
365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365 Z 0
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360 360 - - - - - - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360
355 355 355 355 - - - 355 355 - - - - - - ' - - - - - - ' - - - - - - ' - - - - - - - - - - - - ' - - - - - - - - - - - - ' - - - - - - 355
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350 350 350 350 ~ , 350 350 - - - 350 m
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340 340 340 340 340 340 340
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 0 40 -40 -30 -20 -10 0 10 20 30 40
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370 370 370 a
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365
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355 355 355 355 ~WU - - - 355 355 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - _ _ 355 w ~ _
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350 - - - - - - - - - - - - _ - - - - - - - 350 350 - - - - - - _ - - - - - - - - - - - - - - - - - - - - 350 ~ ~ ~ - - - 350 350 - - - - - - - - - - - - - - - - - - - - - - 350 C~~~
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345 345 345 345 ~O~
340 340 340 340 340 340 340 ~ ~
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 40 -40 -30 -20 -10 0 10 20 30 40
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375 375 375 375 375 375 375
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370 370 370 370 - - - 370 370 - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - 370 z ~
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365 ~ ~ Q+
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360 360 - - - - - - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360 360 360 360 ~pw QOOQ
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355 355 355 ~=0 W ~ O
355 355 355 355
350 - - - - - - - - - - - - ~ - - - - 350 350 - - - 350 350 350 - - - ! - ' - - - - - - - - - - - 350 ~oQ
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340 340 340 340 340 340 340 3 p (n ~
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 40 -40 -30 -20 -10 0 10 20 30 40 U w
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1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l u IV LVI I
PRELIMINARY 0 5 0 0 20FT P-20
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 22 OF 62
C Site4-XsectR.d 5/31/2011 12:59:53 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
375 375 375 375 375 375 375
370 370 370 370 370 370 370
365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365 Z 0
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355 355 355 _ _ 355 _ 355 355 355
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 °
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a
340 340 340 340 340 340 340
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 0 40 -40 -30 -20 -10 0 10 20 30 40
1+90 2+30 2+70
375 375 375 375 375 375 375
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370 370 370 a
370 370 370 370 U w
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365
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4 355 355 355 - - - - - - 355 - - - 355 355 - - - - - - - - - - - - - - - - - 355 N
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355 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 355 355 - - - . _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 355 355 355 355 °CC~=
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1+70 2+10 2+50
375 375 375 375 375 375 375
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370 370 370 370 370 370 370 z ~
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - ~ ~ ~ 365 365 365 ~ ~ ~
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360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 360 360 360 ~O~ O~N
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340 340 340 340 340 340 340 3 p Cn
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1+60 2+00 2+40
1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV 1-! V IV LVI I
PRELIMINARY 0 5 0 0 20FT P-21
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 23 OF 62
C Site4-XsectR.d 5/31/2011 1:00:16 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
O
a
375 375 375 375 375 375 375
370 370 370 370 - - - 370 370 - - - - - - - - - - - ' - - - - - - ' - - - - - - - - - - - - ' - - - - - - - - - - - - ' - - - - - - 370
365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365 Z 0
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SITE 5 , N
360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - 360 360 - - - - -STREAM - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - 360 _ _ RELOCATION - - - 360 360 - -STREAM. , - - - - - - - _ 360 W RELOCATION ~ ~ ~ ~ _ - - - -
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5
0 a
a
340 340 340 340 340 340 340
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 0 40 -40 -30 -20 -10 0 10 20 30 40
3+10 3+50 3+90
375 375 375 375 375 375 375
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360 360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 - - - 360 360 ~ RELOCATION - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - ~ - _ - 360
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - Z d - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 ° r
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - 365 365 365
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 - - - 360 360 OCATION - - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - 360 ~ u~ p ~WQ
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355 - - - - - - - - - - - - - - - - - - - 355 355 - - - - - - - - - - - - - - - - - - 355 - 355 355 - - - - - - - ~ ~ ~ - - - - - ~ - - - - - - - - - - - - - - - - - - - 355 w ~ _
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345 345 345 345 ~O~
340 340 340 340 340 340 340 ~ ~
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2+90 3+30 3+70
375 375 375 375 375 375 375
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370 370 370 370 370 370 370 z ~
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - ~ ~ ~ 365 365 365 ~ ~ ~
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 . .STREAM- - - - - w 360 360 - 360 ~O~ OJC~
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355 - - 355 355 T_-----_--- 355 355 355 - '~------i 355 w O LLJ ~ mo=w cn~
350 - - - - - - - - - - - - - - - - - - - , - - - - - - ; ~ - - - - - - - - - - - - - - , - - - - - - 350 350 - - - - - - , - - - - - - - - - - - - , - - - - - - ; - - - - _ _ - - - - - - - , - - - - - - 350 350 350 350 Qoj ~~N

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340 340 340 340 340 340 340 3 p (n
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2+80 3+20 3+60
1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-22
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 24 OF 62
C Site4-XsectR.d 5/31/2011 1:00:39 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
375 375 375 375 375 375 375
370 370 370 370 370 370 370
365 - - -SITE 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 365 - - - 3 6 5 3 6 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 5 Z 0
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--RELOCATION- - N W - - - 360 360 - - - - - - - - • - - - - - - - - - - - 360 °
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350 350 350 350 - - - 350 350 - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - 350 m
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 °
0 a
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340 340 340 340 340 340 340
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 0 40 -40 -30 -20 -10 0 10 20 30 40
4+30 4+70 5+10
375 375 375 375 375 375 375
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370 370 370 a
370 370 370 370 U w
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 5 3 6 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 5
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - Z d - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 ° r
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345 345 345 345 ~O~
340 340 340 340 340 340 340 ~ ~
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 40 -40 -30 -20 -10 0 10 20 30 40
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370 370 370 370 - - - 370 370 - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - 370 z ~
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - ~ ~ O - - - 3 6 5 3 6 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 5 ~ w QO
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1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-23
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 25 OF 62
C Site4-XsectR.d 5/31/2011 1:01:18 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
375 375 375 375 375 375 375
370 370 370 370 370 370 370
365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 5 3 6 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 5 Z 0
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350 350 350 350 - - - 350 350 - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - 350 m
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 °
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340 340 340 340 340 340 340
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350 350 350 350 - - - 350 350 - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - 350
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345 345 345 345 ~O~
340 340 340 340 340 340 340 ~ ~
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360 - - - - - - - - - - - - - - - ~ - - - - - - - - 360 360 - - - - - - - - - - - - - - - - - 360 - 360 360 - - - - - - - - - - - - - - - - - - - - - - - - - - - 360 ~O~ O~~
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SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-24
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 26 OF 62
C Site4-XsectR.d 5/31/2011 1:08:26 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
375 375 375 375 375 375 375
370 370 370 370 370 370 370
365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 365 365 - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 365 - - - 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - 365 0
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340 340 340 340 340 340 340
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340 340 340 340 340 340 340 ~ ~
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375 375 375 375 375 375 375
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370 370 370 370 - - - 370 370 - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - 370 z ~
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365 365 365 365 - - - - - - - - - - - - - - - - - - - - - - ~ ~ O - - - 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - 365 ~ ~ ~
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360 - - - - - - 360 360 - - ~ - - J - 360 - - - 360 360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - J - - • - - - - - - ~ - - - - - - 360 o O ~ O ~ ~
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340 340 340 340 340 340 340 3 p (n
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 40 -40 -30 -20 -10 0 10 20 30 40 U w
6+40 6+80 7+20
1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-25
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 27 OF 62
C Site4-XsectR.d 5/31/2011 1:08:48 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
375 375 375 375 375 375 375
370 370 370 370 370 370 370
365 365 365 - 365 365 365 - - - - - - - - - - - - - - - - - - - - - 365 0
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355 355 355 355 - - - 355 355 - - - - - - ' - - - - - - ' - - - - - - ' - - - - - - - - - - - - ' - - - - - - - - - - - - ' - - - - - - 355
350 350 350 350 - - - 350 350 - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - 350 m
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 °
0 a
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340 340 340 340 340 340 340
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375 375 375 375 375 375 375
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350 350 350 350 - - - 350 350 - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - ~ - - - - - - ' - - - - - - 350
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370 370 370 370 - - - 370 370 - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - 370 z ~
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340 340 340 340 340 340 340 3 p (n
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1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-26
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 28 OF 62
C Site4-XsectR.d 5/31/2011 1:09:10 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
375 375 375 375 375 375 375
370 370 370 370 - - - 370 370 - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - = - - 370
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355 355 355 355 - - - 355 355 - - - - - - ' - - - - - - ' - - - - - - ' - - - - - - - - - - - - ' - - - - - - - - - - - - ' - - - - - - 355
350 350 350 350 - - - 350 350 - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - 350 m
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 °
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340 340 340 340 340 340 340
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375 375 375 375 375 375 375
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360 - - - 360 360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - 360 J
m
4 355 355 355 355 - - - 355 355 - - - - - - ' - - - - - - ' - - - - - - ' - - - - - - - - - - - - ' - - - - - - - - - - - - ' - - - - - - 355 N
350 350 350 350 - - - 350 350 - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - 350
345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - Z d - - - 3 4 5 3 4 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 4 5 ° r
W N w N x
0
340 340 340 340 340 340 340 0 ~ ~ o ~ ~n
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365 - - - - - - - - - - - - - - - - - - - - - _ - ~ - 365 365 - - - - - - - - - - - - r 365 365 365 - --'--,----.-i--- i---- ---\\i•- / - - - - - - - - 365
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350 350 350 350 350 350 350 zOz
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345 345 345 345 ~O~
340 340 340 340 340 340 340 ~ ~
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375 375 375 375 375 375 375
z
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370 370 370 370 - - - 370 370 - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - - - - - - - ; - - - - - - 370 z ~
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360 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - - - - - - 360 360 - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - 360 360 360 360 ~O~ 0~0~
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1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-27
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 29 OF 62
C Site4-XsectR.d 5/31/2011 1:09:31 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
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375 375 375 375 375
370 - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 370 370 - - _ - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 370 370
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355 355 355 355 355
350 350 350 350 350 m
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345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - 345
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340 340 340 340 340
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365 - - ~ - ~ 365 365 ~ ~ ~ - ~ - - ~ ~ 365 365
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4 355 355 355 355 355 N
350 350 350 350 350
345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - Z d 345 ° r
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10+00 10+40
1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV .l V IV LVI I
PRELIMINARY 0 5 0 10 2OFT P-28
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1" = 10'
HORZ. SCALE: 1'' = 10' SHEET 30 OF 62
C Site4-XsectR.d 5/31/2011 1:09:57 PM

A B C D E F G H
370 370 370 370 370 US Army Corps
of Engineers
365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SITE 4 - - - - - - 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 365 - - - 365 Wilmington District
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6 RELOCATION- - 360 360 360 ~ - 360 360 0
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355 355 355 355 - - - 355
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350 350 350 350 - - - 350
345 345 345 345 - - - - - - - - - - - - - - - - - - - - - - 345
340 340 340 340 340 0
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 40
N
0+40 0+90
370 370 370 370 370
- - - - - - - - - - - - - - - - - - - - - - - - 365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCTF4 - - - - - - 365 365 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 365 365 m
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340 340 340 340 340 W
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0+30 0+80
370 370 370 370 370
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- - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - - • - - - - - - ~ - - - - - - - - - - - - ~ - - - - - RELOCATION - - - - - - 360 360 360 - _ _ _ _ - 360 360 360 360 ~O~ O_
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340 340 340 340 340 340 340 3 p (n
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1
SCALE IN FEET PLATE NUMBER
PRELIMINARY 10 5 0 10 2201- 1 0FT
P-29
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1'' = 10'
HORZ. SCALE: 1'' = 10' SHEET 31 OF 62
C Site5-XsectR.d 5/31/2011 3:34:48 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
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360 360
Q -120 -100 -80 -60 -40 -20 0 20 40 50
a
0
2*20 3*00 3+80
390 390 390 390 3 385 385 385 385 3 380 380 380 380 3 375 ~ 375 375 _ 375 3 370 370 370 370 3 365 365 365 365 3 360 360 360 360 3 -60 -40 -20 0 20 40 -70 -60 -40 -20 0 20 40 50 390 390
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385 385 a U w
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360 360 W ~ o ~ ~
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-120 -100 -80 -60 -40 -20 0 20 40 50
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1+60.39 2*40 3+20 W
1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV V IV LVI I
10 5 0 0 20FT P-30 PRELIMINARY
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1'' = 10'
HORZ. SCALE: 1'' = 10' SHEET 32 OF 62
C Site6-XsectR4.d n 5/31/20116:27:02 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
O
a
390 390 390 390
385 385 385 ~ - 385
380 ~ ~ ~ 380 380 380
N 375 °
375 375 375
370 370 370 '1 370 -
' ' J
365 365 365 ; 5 365 m N
360 360 360 360
-120 -100 -80 -60 -40 -20 0 20 40 50 -100 -80 -60 -40 -20 0 20 4 a 0 40 50 Q
a
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4+60 5+40
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Z 0
385
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380 ~ 380 380 o ~ o0 Q ~
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365 365 365 W~ 365 Q~Q p0~
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4.00 480 U w
1
SCALE IN FEET PLATE
~n ~ n ~n ~n~T NUMBER
IV V IV LVI I
PRELIMINARY o 5 0 10 20FT P-31
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE: 1'' = 10'
HORZ. SCALE: 1'' = 10' SHEET 33 OF 62
C Site6-XsectR4.d n 5/31/20116:27:26 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
O
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390 390
385 385
380 ~ ~ 380 z 0

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375 375
370 370
365 365 5 Ql
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360 360
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390 390
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385 385
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1
SCALE IN FEET PLATE
~n ~ n ~n nn~T NUMBER
IV .l V IV Z- VI I
PRELIMINARY o 5 0 10 20FT P-32
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE 1'' = 10'
HORZ. SCALE: 1'' = 10' SHEET 34 OF 62
C Site6-XsectR4.d n 5/31/20116:28:02 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
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400 400 400 400
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w 385 385 w 385 - N W ' - - - - ' - - - - - - - - - - - 385 °
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H~R7. SCAI F: 1" = 1~' NUMBER
P-33
SHEET 35 OF 62
C Site7-XsectR.d 5/31/2011 1:19:12 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
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1 PRELIMINARY 10 5 0 10 20FT ~ 10 5 0 10 20FT
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE 1" = 10' PLATE
H~R7. SCAI F: 1" = 1~' NUMBER
P-34
SHEET 36 OF 62
C Site7-XsectR.d 5/31/2011 1:19:37 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
400 400 400 400

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4+04.70 4+60 60 3 0 SCALE IN FEET
1 PRELIMINARY 10 5 0 10 20FT ~ 10 5 0 10 20FT
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE 1" = 10' PLATE
H~R7. SCAI F: 1" = 1~' NUMBER
P-35
SHEET 37 OF 62
C Site7-XsectR.d 5/31/2011 1:20:03 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
a
°
400 400 400 ~ 400 400
~
- - - - - - - - - - - - - - - - - z 395 - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - 395 z 395 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 395 395
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1 PRELIMINARY 10 5 0 10 20FT ~ 10 5 0 10 20FT
DO NOT USE FOR CONSTRUCTION VERTICAL SCALE 1" = 10' PLATE
H~R7. SCAI F: 1" = 1~' NUMBER
P-36
SHEET 38 OF 62
C Site7-XsectR.d 5/31/2011 1:20:25 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 °
O
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330 330 330 330
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315 315 315 315
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310 310 310 i 310 m , ~
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305 305 305 - - - - - - - - - - - - - - - - - - - - - 305
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315 315 315 315 , ~
310 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 310 310 - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ Z - ~ 310 ° r ~
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315
315 315 315
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310 ~ 310 310 t-, - ~ ; , 310 - - , ~ ~
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305 305 305 - - - - - - - - - - - - - - - - - - - - - 305
300 300 300 300
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DO NOT USE FOR CONSTRUCTION ~ Q ~ U Q
320 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - • - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - - - - 320 320 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - 320 ~vo w o
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315 315 315 315 w
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310 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 310 310 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V , ------T-----r----- 310 10 5 0 10 20FT n
1 ~ ~ ~ ~ / , 10 5 0 10 20FT
305 305 305 - - - - - - - - - - - - - - - - - - - - - 305 VERTICAL SCALE 1" = 10' PLATE
' NnR~ croi _ ~n~ NUMBER
I IV I \L• ~.lV 11L L' I IV
300 300 300 I I I 300
-50 -40 -30 -20 -10 0 10 20 30 40 -50 -40 -30 -20 -10 0 10 2 0 20 30 40 P-37
0+00.00 0+40 SHEET 39 OF 62
C Sitel l-XsectR.d n 5/31/2011 1:23:52 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
O
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330 330
325 325 z 0
N
320 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - - - - 320
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310 `--r.~~~._~----,---------- 310 Ql
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305 305
Q
a
300 300
-50 -40 -30 -20 -10 0 10 20 30 40 0
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330 330
325 325
0 m
4 320 320
315 315 C
- - - ~ - - - - - - - - - - ~ - - - -Lf 310 - 310 Z 0 ~ ~ r
~ ~ U w w ~ ~ N
~ , m ~ ~ ~I
305 - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - 305
O w Z U z ~ q3
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300 300 _O
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U
1+00 ~ J m ~ ui Q Y
~ U ~ ~ T
3
U z J
330 330
~WQ
325 325 ~WU Z
WZ~
320 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - - - - 320 ZWO Wiz
Z
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315 315 QO~

310 310 ~ J_
/ ,
_ / ,
305 - - - - - - - - - - _ - ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 305
300 300
Z
-50 -40 -30 -20 -10 0 10 20 30 40 2 O
Z OTC
0+90 O p
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330 330 330 w
c~i~ o~C m p
325 325 325 - - - - - - - - - - - - - - - - - - - - - 325 PRELIMINARY p~ - - - - - - - - - - - ~zF (nom +
Q}~ ~ o
DO NOT USE FOR CONSTRUCTION ~ Q ~ U ~ z~ ~Q
320 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - - - - - 320 320 - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - - - - - - - - ~ - - - - - - ~ - - - - - 320 _ W N
315 315 315 315 w
3 O
SCALE IN FEET ~
310 310 310 ---------------Y ~ ~ , - - - - - - - - - - ~ - - - - - 310 10 5 0 10 20FT n
1 ~ ~ , % / 10 5 0 10 20FT
305 305 305 - - - - - - - - - - - - - - - - - - - - 305 VERTICAL SCALE 1" = 10' PLATE
NnR~ croi _ ~n~ NUMBER
I IV I \L• ~.lV 11L L' I IV
300 300 300 I I I 300
-50 -40 -30 -20 -10 0 10 20 30 40 -50 -40 -30 -20 -10 0 10 2 0 20 30 40 P-38
0+80 1+18.02 SHEET 40 OF 62
C Sitel l-XsectR.d n 5/31/2011 1:24:37 PM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
6 0
O
a
z 0
N
GENERAL NOTES;
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING SEQUENCE OF CONSTRUCTION IN
ACCORDANCE WITH THE CONSTRUCTION PLANS, ANY CHANGES OR IMPROVEMENTS TO THE
SEQUENCE OF CONSTRUCTION IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER
AND PRIOR TO THE START OF ANY RELATED WORK. Ql
5 y
2. STREAM RESTORATION WORK FOR SITES 4 8 5 PROJECT SHALL BE CONSTRUCTED FROM THE UPSTREAM
WORKING /N THE DOWNSTREAM DIRECTION. CONSTRUCT THE PROPOSED STREAM CHANNEL TO THE GRADE Q
SPECIFIED. GRADING OF NEWLY DESIGNED STREAM INCLUDES BACKFILL/NG OF EXISTING CHANNEL. CONSTRUCT a
ONLYA PORTION OF THE CHANNEL THAT CAN BE COMPLETED AND STABILIZED WITHIN THE SAME DAY. ONLY NEW
CHANNEL WORK SHALL BE PROTECTED WITH SEED. STRAW. CO/R FIBER MATTING AND LIVE STAKES, ALL OTHER 0
DISTURBED AREAS SHALL BE PROTECTED WITH SEED, FERTILIZER. AND STRAW.
3. THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED /N SUCH A MANNER THAT THE EROSION AND
SEDIMENT MEASURES SELECTED AND MAINTAINED BY THE CONTRACTOR CONTROLS THE EROSION AND SEDIMENT
RUNOFF FROM THE CONSTRUCTION S/TE. z 0
a
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL MEASURES /N ACCORDANCE U w
WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. O
5. THE AREA OF BARE SOIL EXPOSED AT ANY ONE TIME BY CONSTRUCTION OPERATIONS SHOULD BE KEPT TO A M/N/MUM.
6. THE CONTRACTOR SHALL CONSTRUCT AND INSTALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES /N ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL 0 m
4 PLANNING AND DESIGN MANUAL, JUNE, 2006.
7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER THE AREA HAS BEEN STABILIZED
C
IN ACCORDANCE W/TH SPECIFICATION SECTION 32 9219.
0 T
8. ALL OPEN EARTH AREAS INCLUDING SLOPES NOT R/PRAPPED, SWALES, DITCHES AND ALL OTHER OPEN EARTH AREAS SCARRED, w ~ ~ cn w N
DISTURBED, OR GRADED AS PART OF THIS CONTRACT ARE TO BE SEEDED /N ACCORDANCE WITH SPECIFICATION SECTION 32 9219. ~ O m ~ ~ I a3
O w
9. STOCKPILE AND SEPARATE ALL SO/l SUITABLE FOR F/LL OR TOPSOIL /N THE AREA INDICATED ON THE CONSTRUCTION PLANS. ro ~ Z T Q ~ ~ q3 U Z U
ANY SOIL UNSUITABLE FOR F/LL SHALL BE DISPOSED OF AS DIRECTED. PROVIDE PERMANENT GROUND COVER ON ALL DISTURBED W W CL ~ J V ~ LL
AREAS W/TH/N 21 CALENDAR DAYS _O
m ~ N
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCES. U
~ J m ~ ui Q Y
11. CONSTRUCT ACCESS ROAD AS SHOWN ON PLANS. THE CONTRACTOR SHALL MAINTAIN THE ACCESS ROAD THROUGHOUT THE ~ U ~ ~ T
SEQUENCE OF CONSTRUCTION
1Z. INSTALL ALL PERIMETER EROSION CONTROL MEASURES SUCH AS TEMPORARY S/LT FENCE AND CONSTRUCTION ENTRANCES,
3 INSTALL TREE PROTECTION FENCE AS SHOWN ON PLANS SO THE ENTIRE PROJECT /S ENCOMPASSED WITH S/LT FENCE AND/OR
TREE PROTECTION FENCING. SCHEDULE ON-S1TE INSPECTION OF MEASURES BEFORE' ANY MORE WORK BEGINS. U z J
13. PREPARE STAGING AND STOCKPILING AREAS /N LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS OR AS APPROVED BY ~WQ
THE CONTRACTING OFFICER. ~WU Z
WZ~
14. INSTALL TEMPORARY DIKES AND BYPASS PUMPING SYTEM FOR UPSTREAM PORTION OF STREAM RESTORATION WORK .
ZWO Wiz
15. DE-WATER WORKAREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN A DRY WORK AREA. WATER PUMPED Z
FROM THE WORK AREA SHALL PASS THROUGH A S/LT BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL. ~O
QO~
16. WHEN CONSTRUCTION FOR THE DAYS COMPLETE, STABILIZE WORKAREA BYADD/NG TOP SOIL, EROSION CONTROL MATTING,
AND SEEDING. EROSION CONTROL MATTING SHALL BE INSTALLED AS SHOWN /N THE DETAIL ON THE PLANS OR /N ACCORDANCE ~ J_
WITH THE MANUFACTURER'S INSTRUCTIONS.
17.ONCE CONSTRUCTION /S COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABIL/ZED TO THE SAT/SFACT/ON OF THE
CONTRACTING OFFICER, REMOVE TEMPORARY S/LT FENCE AND TEMPORARY CONSTRUCTION ENTRANCES. SEED AND MULCH
ALL REMAINING DISTURBED AREAS.
Z z
2 18. INSTALL ALL CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION WORK. CLEAR AND GRUB AREAS OF SITES SUFFICIENT p g
TO INSTALL EROSION CONTROL MEASURES SHOWN ON THE CONTRACT DRAWINGS. PROVIDE TEMPORARYAND PERMANENT SEEDING z ~ ~
O p J
ALL DISTURBED AREAS IMMEDIATELY THAT WILL NOT BE DISTURBED W/TH/N 7 DAYS. Q w ~
Q~ O Z (n
z
~pw O~
Quo zO
oWC2W WJ
OU
~zF ~W
U~~ (nW
Q
~Uc¢o
~ Z
PRELIMINARY 3 ~ o
W
DO NOT USE FOR CONSTRUCTION ~ W
1
PLATE NUMBER
EC-1
SHEET 41 OF 62
C Site4-5RECNOTES.d 5/31/201112:58:31 PM

A B C D E F G H
TOE OF FILL z TOE OF FILL
J VARIES AS DIRECTED BY THE CONTRACTING OFFICER (6' MAX.)
w FLARED END (F.E.) Z 3 J SEE [PE OUTLET DETAILS B/EC-2 'EC-2 SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ~'1'
J J SEE PIPE OUTLET DETAILS B/EC-2 FLARED
F.E. 3 END o FLARED . US Army Corps
o J END 2H.1V J 2H:1V w of Engineers
w ~ ~ Wilmington District
U U
MIDDLE AND TOP AND BOTTOM STRAND VERTICAL
PIPE ° 3 w o ° o w TOP AND B~ 6 o PIPE SLOPE TO DRAIN P[PE 3 o PIPE ° SLOPE TO DRAIN SHALL BE 1 w ~ ~ SHALL BE 10 GAUGE MINIMUM. WIRES SHALL o
~ o ~ ~ o w BE 14 GAUGE o
w ~ w w ~ ° ° ° ° W/2 J MINIMUM.
J J J ~ - - - - - a
~ W ° RIPRAP ALL OUTLETS ~ o 0 2 0 0 =
~ ~ UNLESS DITCH IS TO ~ N RIPRAP ALL OUTLETS STEEL POSTS
w w BE PAVED AS NOTED w w UNLESS DITCH IS TO 0 o ON PLANS OR PROFILES o 0 2' PENETRATION
SEE PIPE OUTLET DETAILS w BE PAVED AS NOTED STEEL
w _2% w w ~ ON PLANS OR PROFILES TI ~ ~ THIS SHEET AND PIPE ~ ES TEMPORARY SILT FENCE NOTES POST WIRE FABRIC FILL SLOPE
° ° S H N P ANS ° ° SEE PIPE OUTLET DETAILS w w C EDULE 0 L w THIS SHEET AND PIPE 1. FI TAILS FILTER FABRIC E 1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND
3 W=FLARED END WIDTH W=FLARED END WIDTH SI SCHEDULE ON PLANS SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY 36" MIN ~ ~ ~ °
SI SPACING. ~ WIDTH FILTER ~ N
TYP. DITCH FOR PIPE TYP. DITCH FOR PIPE TYP. DITCH FOR PIPE TYP. DITCH FOR PIPE
IN FILL -INLET IN CUT IN FILL -OUTLET IN CUT IN CUT -INLET END IN CUT -OUTLET END 2. FI FI 2. FILTER FABRIC SHALL HAVE A MINUMUM OF 36" WIDTH. o FABRIC / o FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO M = ~ i
TI THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER. M m 6 MIN.
H A
3.S ~ GROUND LINE 3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND BE OF THE
EC-2 NOT TO SCALE SI SELF-FASTENER ANGLE STEEL TYPE. _ ~ _ _ _ - _ - J _ _ °
5 N 2 ANCHOR FILTER FABRIC SKIRT 4"MIN. AS DIRECTED BY THE
EROSION CONTROL ~ ~ U STONE w 1'-O" D 1'-O" ~ - - - 0
~ - - - STEEL POT CONTRACTING OFFICER o ~ a
~ ~ PIPE ~ ~
w
1 .5 D~ ~ 4 ° TEMPORARY SILT FENCE (TSF)
P-4 NOT TO SCALE
° ° 1 °
PIPE o o ° ° EROSION CONTROL
STONE
T Z 0
J GEOTEXTILE a
TOE OF DITCH ~ OR TO TOP OF DITCH WHICHEVER [S LESS U w
O
La
1 SECTION
EC-2
0 m
OUTLET WITH DITCH 4 N Y fA
I
U W
EXISTING -EXISTING GROUND
TOE OF DITCH -a _ ' - , \ BOTTOM OF DITCH o T
PIPE °
~ ~ ~ Ww ? ~ N
~ ~ 2 - m CZ7 ~ OI s?' N w O
PIPE ° - EC-2 ° ~ ~ ~ z U z ~ - . - . _ _ ~ 3
2' ~ o W W ~ ~ J
EROSION CONTROL GEOTEXTILE EXTILE EROSION CONTROL ~1 ~ o La STONE m N
4D STONE ° U
~ J m ~ ui Q
La
2 2 SECTION
OUTLET WITH EXTENDED DITCH EC~ EC-2
3
U z J
B ~WQ
EC-2 NOT TO SCALE ~WU Z
WZ~
ZWO Wiz
Z
~O
GENERAL NOTES Q ~ ?
1. THE SEDIMENT CONTROL PLAN MUST COMPLY WITH THE NORTH CAROLINA ~
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL ~ ~
PRACTICES AND MEASURES AS SPECIFIED IN THE EROSION AND SEDIMENT
,~0 CONTROL PLANNING AND DESIGN MANUAL AND SHALL BE USED TO ACHIEVE THE REQUIRED DEGREE OF CONTROL.
0~' ~
OP SO ~ G~ o 2. THE SEDIMENT AND EROSION CONTROL PLAN INDICATED ON THE
0 ~ Mj ~ N, DRAWINGS AND IN THE SPECIFICATIONS IS INTENDED TO CONTROL z
P~ ~0 2 Q Q SEDIMENT IN THE STORM RUNOFF FROM THE SITE AND IS ~
1p , BASED ON THE TOPOGRAPHIC SURVEY OF THE SITES. Z
~ o0 1~ o 3. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT CONTROL ~ ~ J
~0 0 ° 0 ° oo o 0 0 0 0 0 ~ MEASURES AS SHOWN ON THE DRAWINGS AND SHALL MAINTAIN ~ ~ Q
0 0 THEM UNTIL THE DISTURBED AREA IS STABILIZED. IF FIELD O Q W
o ~ o ~ CONDITIONS INDICATE THAT THE MEASURES SHOWN ON THE w z g p
0 DRAWINGS WOULD BE MORE EFFECTIVE WITH SOME ADJUSTMENTS w
Z TO THE LOCATIONS SHOWN, THE CONTRACTOR SHALL CALL THIS ~ ~ ~ ~ J
~ ~ o TO THE ATTENTION OF THE CONTRACTING OFFICER WHO WILL Q U c}n Q ~ DIRECT APPROPRIATE ADJUSTMENTS TO BE MADE. ~ _ ~ ~ Z
4. THE CONTRACTOR SHALL MONITOR THE SITE CLOSELY TO DETECT w ~
SEDIMENT LEAVING THE SITE. IF IT IS DETERMINED THAT THE SEDIMENT ~ O ~ ~ O
NCDOT CLASS A STONE CONTROL MEASURES ARE NOT FUNCTIONING EFFECTIVELY, THE CONTRACTING Q } ~ ~
OFFICER WILL DIRECT THAT IMPROVED MAINTENANCE OR INSTALLATION OF Z U ~ ~
FILTER FABRIC ADDITIONAL MEASURES, AS APPROPRIATE TO CORRECT THE DEFICIENCY, BE ~ ~ ~ PERFORMED BY THE CONTRACTOR. ~ o ~
3 TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT
P-4 NOT TO SCALE 3 O W
U w
1 NOTES CONSTRUCTION ENTRANCE/EXIT:
1. THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
OF MUD ONTO PUBLIC STREETS OR RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH PRELIfuIINARY PLATE
NCDOT CLASS A STONE, AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT NUMBER
Ur ANY 51 KUU I UKtJ UJtU I U I KAt' JtUIMtN I . ALL MAI t.KIALJ JF'ILLLU, UKUh-'h'tU, II DO NOT USE FOR CONSTRUCTION II
WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS
SHALL BE REMOVED IMMEDIATELY. EC-2
SHEET 42 OF 62
C ECDetails.d 6/2/2011 5:26:41 AM

A B C D E F G H
FINISHED
GRADE ~
5' MIN 1' 10'
NCD RELOCATED Fgg STREAM g ~ NCDOT FILTER US Army Corps
FABRIC TYPE 2 1' of Engineers
_ _ _ Wilmington District
0
W 0 Q
. / ~ ~ a
~ a
TOE OF /
PROPOSED BACKFILL ILL NCDOT N0. 57
STREAM ~ / STONE NCDOT CLASS I
RIPRAP
/ 4oI TOP OF / Z 0
CUT SLOPE N
/ q BACKFILL SECT ON A-A
/ EXISTING 47
/ STREAM N.T.S.
m
5 / /
0
/ F`'~ a
/
0 WIDTH VARIES
/ A
/ I.
Z 0
W a ~ ~ ~
W Q v
O
BACKFILL ° ~
/ / I
/ /
TOP OF
4 / ~ EXISTING BANK SECT ON B-B m
m
N.T.S.
/ ~ / EXTEND CHANNEL BLOCK
/ MIN. 3' BEYOND LIMITS
/ OF EXISTING STREAM Z 0 N
NOTES ST / 1. STREAM BL JOTES STREAM BLOCKS ~ ~
>TREAM BLOCKS SHALL BE CONSTRUCTED AT THE ~ ~ °
INTERFACE 0 VTERFACE BETWEEN THE EXISTING STREAM AND m ~ ~ N W ~
THE PROP 2.STREAM BL ~HE PROPOSED STREAM RELOCATION. ~ ~ q~ ~ Z ~
W W CL ~ J V ~ LL
>TREAM BLOCKS SHALL BE A MINIMUM OF 6" BELOW o
~HE INVERT OF THE EXISTING STREAM, m
U
PLAN THE INVER 3. STREAM BL >TREAM BLOCKS SHALL EXTEND A MINIMUM OF 25' BEYOND ' J m w a
THE LIMITS
~HE LIMITS OF THE EXISTING STREAM. ~ °
~ TYPICAL STREAM BLOCK
4.COMPACT 3 ;OMPACT BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS.
C - N.T.S.
U z J
~WQ
~WU Z
WZ~
ZWO Wiz
Z
~O
PRELIMINARY Qoz
DO NOT USE FOR CONSTRUCTION
z
2 0
z ~
o p
~ ~ Q ~ ~ w
OQ~
~Z~
w ~
J Y
~~o ~ O W
U J
c~n~w ~ m
QoQ Q Q
U~~ UW
ZUQ ~ ~
w o ~ (n
~ N
W
U w
1
PLATE NUMBER
EC-3
SHEET 43 OF 62
C T Sect.2.d 5/31/2011 1:34:20 PM

A B C D E F G H
US Army Corps
of Engineers
COIR FIBER MATTING 2~ Wilmington District
COIR FIBER MATTING
FROM TOE OF STREAM ~ 6 TO TOP OF CUT SLOPE
2~ _ °
TOP OF - > co °
CUT SLOPE
W
a °
I co
l'
PROPOSED 2"x2" WOOD STAKES
BENCH 3' LONG
i~ Z 0
~ -
~ - N SECT ON A-A W °
PROPOSED
j ~ THALWAG N.T.S.
e > PROPOSED 0
5 ~ BANKFULL m
/
COIR FIBER MATTING TO °
EXTEND FROM TOE OF
STREAM TO 2'BEYOND Q
TOP OF CUT SLOPE a
PROPOSED - °
/ STREAM TOE
COIR FIBER MATTING SHALL BE PLACED ALONG THE Z 0
OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF a
THE CHANNEL IN RIFFLE AREAS. U w
SECT ON B-B °
N.T.S.
0 m
4
TYPICAL DETAIL
2 COIR FIBER MATTING Z 0 N
~ w ~ Q
C - 3 N.T.S. ~ O ~ m ~ ~ N W ~
O
~ Z U z ~ ~ q3
W W CL ~ J V ~ LL
_O
m ~ N
U
~ J m ~ ui Q Y
~ U ~ ~ T
~ i ~ ~ ~ STAKES (3'LENGTH)
3 t ~ I 12 GAUGE U z J
~ ~ NON-GALVANIZED WIRE
~WQ
~ of i ?~I ' STAKE (TYP. BRUSH LAYER ~WU Z
~ - ~ ~ - 12 GAUGE NON-GALVANIZED WIRE WZ~
~ ~ i ~ WIRE SECURED TO STAKES
ZWO WOZ
Z
~O
~ ~ t ~ ' I~ ~ ~ ~ BANKFULL ELEVATION
PRELIMINARY Qoz

DO NOT USE FOR CONSTRUCTION
~I~ i~~~~~
TOTES BRUSH MATTRESS
- 70 BRANCHES MIN. PER 3' NOTES BRU
2 BRANCHES OF 1' DIA, OR LESS 1. CUT BRANC 0 .UT BRANCHES OF SPECIFIED TYPE AT 45 6. (OPTIONAL STEP IF NEEDED TO HOLD BRANCHES ~
EXCAVATE TRENCH DEGREE AN AT TOE OF SLOPE PLUS I' DEE CROSS SECTION of BANK. DEGREE ANGLE LONG ENOUGH TO COVER BANKS CLOSE TO GROUND SURFACE AT TOP OF Z ~
PLUS I' DEEP INTO TRENCH AND I' ABOVE TOP STREAMBANK). ABOUT 1/2-2/3 OF THE WAY o 0
)F BANK. UP THE BANK, PLACE STAKES IN A ROW, ~ w
SPACED 3' APART. HAMMER TO GET STARTED. o Q °C
2. DIG TRENC FOR BACKF 3.LAY FIRST SIG TRENCH AT BASE OF BANK, RESERVING SOIL WRAP WIRE AROUND 1ST STAKE; CONNECT TO ~
OR BACKFILL 2ND STAKE AND WRAP;CONNECT TO 3RD STAKE ~ o ~ J ~ ~
AND WRAP, ETC. ~ ~ ~ Q Q ~
AY FIRST LAYER OF CUTTINGS PERPENDICULAR w o ~
TO SLOPE, 0 SLOPE, MAKING SURE TO PUSH CUT END 7.USING SHOVELS AND BUCKETS OR TRACK HOE ~~W p ~ Q
INTO TREN PLAN VIEW 4.LAY SECON JTO TRENCH BUCKET, SPRINKLE SOIL THROUGH THE CUTTINGS o~ ~ ~
JW
Q}~ U m 2 AY SECOND LAYER AT 45 DEGREES (UPSTREAM) 8.IF USING OPTIONAL STAKES, HAMMER INTO BANK ~ ~ o ~
ZUQ ~ ~
Cr AY THIRD LAYER AT 45 DEGREE (DOWNSTREAM 9. WRAP WIRE NEAR TOP OF STAKES IN w o ~ m
BRUSH MATTRESS -THIS METHOD USES HARDWOOD 5.LAY THIRD CRISSCROSS PATTERN. w Z U
BRUSH LAYERED ALONG A STREAMBANK AS A
MA TTRE55 AND ANCHORED IN PLACE WITH GRID OF 3 0
STAKES AND WIRE. THE TOE BELOW THE WATERLINE 10FINISH BY HAMMERING REMAINING STAKES INTO
1 IS ANCHORED BY ROCK. BANK. ~
TYPICAL DETAIL
PLATE NUMBER
n ni iii i w w n T T flr
i tSKU,'--~) I-1 IVIH I I K
1~. C -3 N.T.S. EC-4
SHEET 44 OF 62
CarvTVOSei;t. 2.dm 6/2/20116:03:14 AM

A B C D E F G H
DIVERSION
DISCHARGE PUMP PUMP DISC TIE DOWN STRAP
SILT HOSES HOSE PUMP DISCHARGE
BAG HOSE US Army Corps
of Engineers
Wilmington District
INTAKE
HOSES
6 °
w - > O
a
SUMP
- ~ ~ - ~
e FLOW
°0 A DO A FLOW Z 0
0 U
N W °
FLOW SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA AREA WATER PUMP
DEWATERING TEMPORARY
PUMP 1. INSTALL SILT BAGS WITH ROCK PADS. DIKE
J
2.INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE. 3LE HOSE.
5
3.PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING ° 1MPING
OPERATIONS FOR STREAM DIVERSION.
a
WORK AREA 4.PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING NG W a
STREAM APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE BE °
ENERGY BANK DEWATERED SHALL BE EQUAL TO ONE DAYS WORK. ZK.
DISSIPATOR
5.PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITI )ANCE WITH THE
PLANS.
DEWATERING Z
6.EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE z BEFORE BAG ° a
REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, 1US DIKES, FILTERED
PUMPS. AND TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM R E AM WATER °
IMPERVIOUS DIKES FIRST).
RIPRAP OR EXISTING GROUND
SANDBAGS 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN 0 ETED IN ONE
DAY WITHIN THE PUMP AROUND AREAS BETWEEN THE IMPER THE IMPERVIOUS J
DIKES. THE IMPERVIOUS OCAIIONS AS SHOWN ON THIS -HIS
4 H T Y H W TH PP W T T F WI SEE ONL S 0 E U ER AND LO ER EX EN 0 ENT OF WORK FOR N
EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE ~PONSIBLE FOR
IMPERVIOUS DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) F01 DIKE(S) FOR
SHEET EACH DAYS WORK.
SILT BAG Z
0 N
8.REMOVE SILT BAGS WITH ROCK PADS AND BACKFILL J / ~ v ~ w N Q
o.
~ Z 9. STABILIZE DISTURBED AREA WITH SEED AND MULCH. H. ~ ~ N w s?' o ~ ro O
w~ 15' - 20' ~ ° ~ U Z ~
Q W W CL ~ J V ~ LL
m _O
1 m ~ N
6" CLASS "A" STONE J m ~ w a Y
~ U ~ ~ T
DEWATERING BAG DETAIL
3
PUMP AROUND PUMP ~ z J
N.T.S.
~ ~w°C
~WU Z
WZ~
ZWO
0~ Wiz Z
1 O
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR QO~
~'4 N.T.S. ISOLATED SEC110NS OF CHANNEL.
~ J_
2.IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK TEMPORARY ~ ~
FROM STREAM FIOW WHEN NECESSARY. IMPERVIOUS DIKE
3. ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 HOURS.
4.MAINTENANCE OF STREAM FIOW OPERA110NS SHALL BE z
2 INCIDENTAL TO THE WORK. THIS INCLUDES POLYETHYLENE 0
SHEETING, DIVERSION PIPES, PUMPS, AND HOSES. z ~
TEMPORP 5.PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO FLEXIBLE TEMPORARY ~ o ~
DEWATER THE WORK AREA. FLEXIBLE HOSE ~ ~ O PRELIMINARY
°z~ Q
6.SIDESLOPES OF RESTORED CHANNEL SHALL BE MATTED DO NOT USE FOR CONSTRUCTION w ~
PRIOR TO TURNING WATER INTO CHANNEL SEE TYPICAL ~Q~ J !1
MATTING LOCATION DETAIL TEMPORAR
TEMPORARY ~ U o ~ O
IMPERVIOU IMPERVIOUS DIKE ~ ~ w ~ O OU J z
7.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ~zQ Q ~
THE PROPER SIZED PUMP. DEWATERING ~ ~ ~ U ~
PUMP z ~ Q ~ ~
SILT BAG ~ N ~
WITH ROCK PAD 3 0 ~
U } w m
1
3
I PLATE
SILT BAG WITH ROCK PAC ROCK PAD ~ d NUMBER
UTILIZE A STABILIZED OUT ILIZED OUTLET INSTEAD
OF A SPECIAL STILLING B STILLING BASIN IF PUMPING EC-5
CLEAN WATER
SHEET 45 OF 62
C T Sect. 2.d 6/2/20116:04:54 AM

A B C D E F G H
US Army Corps
of Engineers
Wilmington District
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A B C D E F G H
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SHEET 48 OF 62
SCALE: 1''=10'
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C Sitel-3REC.d 6/2/20116:07:31 AM

A B C D E F G H
r EXISTING TOPOGRAPHIC SYMBOLS LEGEND: NEW SYMBOLS LEGEND: ~ SURVEY CONTROL BENCHMARK POINT (TBM)
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C Site4-5R3-lEC.d n5/31/201112:47:12PM

A B C D E F G H
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WITH SPECIFIC CTION 32 9219. V 32 9219. SHEET 50 OF 62
C Site4-5R3-2EC.d n 5/31/2011 12:49:40 PM

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WITH SPECIFICATION SECTION 32 921! )N 329219. SCALE: 1"= 10' SHEET 51 OF 62
C Site4-5R3-3EC.d n 5/31/2011 12:52:06 PM

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SEDIMENT RUNOFF FROM THE CONSTRUCTION S1TE. ~ ~ Z~
6. ALL OPEN EARTH AREAS INCLUDING SLOPES NOT R/PRAPPED, SWALES,
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CONTROL PLANNING AND DESIGN MANUAL, JUNE, 2006. SCALE: 1"= 10' SHEET 52 OF 62
C Site4-5R3-4EC.d n 5/31/2011 12:55:54 PM

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JENNIFER MITCHELL MAUNEY ~ °`'°°a~ - PRELIMINARY ~oZ
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FROM TO PI NORTHING FASTING PI PI DIRECTION DIST, w ~ o T U ~
PI NORTHING FASTING PI PI DIRECTION DIST, ~ 501-1 735461,8698 2043554.4420 501-1 501-2 S 05 11 37.98 W 17,37 ~ = w w 2 O
S 1-36 735546.2234 2 43416.8873 S 1-36 S 1-37 S 56° 52' 58.53" E 71.6 0 0 0 0 0 501-2 735444,5677 2043552.8692 501-2 501-3 S 89°28'50.58" W 63.86 ~ ~ ~ U ~
S01-37 735507,1067 2043476.8532 S01-37 S01-38 S 71°02'47,15" E 98.38 - > S01-3 735443.9889 2043489.0110 S01-3 S01-4 S 45°24'41.99" W 46.80 ~ °z ~ w =
S01-38 735475.1514 2043569.9029 S01-38 S01-39 S 85°12'35.77" E 5.80 S01-4 735411,1315 2043455.6781 S01-4 S01-5 S 46°58'29.76" E 22.96 Q } ~ m ~
S01-39 735474,6667 2043575.6868 S01-39 S01-5 735395.4688 2043472.4595 S01-5 S01-6 S 61°26'07,47" E 34,19 z ~ ° ~
a4y S01-6 735379 1224 2043502 4852 S01-6 S01-7 S 88°45'45 00" E 11,46 w o
-CHORD LENGTH SEE CURVE DATA SITE PLANS ~S01-7 735378.8750 2043513.9365 S01-7 S01-8 S 74°02'20.29" E 18.72 ; N
S01-8 735373.9887 2043532.0111 S01-8 S01-9 S 63°06'05.82" E 15.51 3 0
~ S01-9 735367.0540 2043545.8806 S01-9 S01-10 S 82°07'17.43" E 51,99 ~
S01-10 735359.9282 2043597.3751 S01-10 S01-11 N 66°02'15.04" E 5.07 w
S01-11 735361.9887 2043602.0112 S01-11 S01-12 S 43°21'09.34" W 35.06
1 TEMPORARY CONSTRUCTION EASEMENTS S01-12 735387.4833 2043626.0803 S01-12 S01-13 N 76°49`38.81" W 32.94
FROM TO S01-13 735394.9888 2043594.0112 S01-13 S01-14 S 63°26`05.82" W 22.36 PLATE
PI NORTHING FASTING PI PI DIRECTION DIST.
501-60 735532.9126 2043409.8379 S01-60 S01-61 S 56°52'58.53" E 70.23 0743355291 1743355296 S01-14 735384.9888 2043574.0111 S01-14 S01-15 N 65°33`21.76" W 24.17 NUMBER
S01-15 735394.9888 2043552.0111 501-15 501-16 N 87036'50.60" E 84.55
735494-5433 1-1 71002'47-15- 105-72 - S01-61 2043468-6580 S01-61 SO S E SCALE IN SCALE 0 IN F10 T 735398-5087 2043636.4892 6 S01-17 N 00031'09.42" W 8 RW-1
S01-1 735461.8698 2043554.4415 10 5 0 20FT S01-17 735445.3217 2043636.0650 S01-17 S01-18 S 89028'50.58" W 63.10
S01-18 735444.7498 2043572.9682 S01-18 S01-39 N 05001'32.58" E 30.04 SHEET 54 OF 62
- CHORD LENGTH SEE CURVE DATA SITE PLANS IAN & TERESA KESSLER STORRS SCALE: 1''= SCALE: 1''= 10' S01-39 735474.6667 2043575.6868
WCarv Site 1R-ROWd n5/31/201112:20:09PM

A B C D E F G H
ly r
EXISTING TOPOGRAPHIC SYMBOLS LEGEND:
as e « @r y SURVEY CONTROL BENCHMARK POINT frBM1
" " a 1 a r r ` SURVEY CONTROL PDINT ~ ~ NEW SYMBOLS LEGEND: ~ ~ i~~~i
" ~ 0743351802 RGW EASEMENT 3824' SPOT ELEVATION
US Army Corps
~ ~ a"•"r a• ~ • PARK VILLAGE HOMEOWNERS ASSOC INC • r ~ - - - - - - roP of cur co ccEavour of Engineers ~ ~~s~, sANrraRY MANHOLE Wilmington District
~ ,
~ a~ 0 SWAN QUARTER DR ~ j ` - - - - - - - - - - - RDCK/ CROSS VANE STRUCTURE o~ 5 • 5 DECIDUOUS TREE ~ "Lu~_
, ? O o (YYYYI OUTLINE OF WOODED AREA
6 , . m" r a . , ,a'/' s ~ mW o
" 1, • . a ~ ¢ ~ UTIUTY POLE ~ 0
y ? r r ` ~ GUYWIRE ~ a ROW EASEMENT LEGEND:
rl ilrY r°I ....rte i " S01.3 , a . _ ~a ~ FLARED END OF PIPE OUTLET
ROW EASEMENT ~ a Q POST /BOLLARD o w LEE
„ :L ~ ~ - 4 r d v r r "r vv"r m. m vv r 2 ~
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S01-62 735608.9855 2043184.5014 S01-62 S03-2 S 02°16'31,64" W 22.34
W N p V? p V/ ypp} W
TEMPORARY CONSTRUCTION EASEMENTS R/W COORDINATES
FROM TO FROM TO 3 oOL r
PI NORTHING FASTING PI PI DIRECTION DIST, PI NORTHING FASTING PI PI DIRECTION DIST, ° ° ~
S01-30 735664.0128 2043152.1053 S01-30 S01-31 S 52 44 52.63 E 71.53 - S03-1 735607,4457 2043240.1658 S03-1 S03-2 S 69 49 09.80 W 60.25 ~
1 S01-31 735620.7140 2043209.0419 S01-31 S01-32 N 86°46'18.20" E 56.40 S03-2 735586.6605 2043183.6143 S03-2 S03-3 S 02°16'31,64" W 44.19
S01-32 735623.8902 2043265.3538 S01-32 S01-33 S 73°02'30.26" E 34.39 - S03-3 735542.5065 2043181.8599 S03-3 S03-4 S 87°09'03.87" E 20.83
S01-33 735613.8609 2043298.2439 S01-33 S01-34 S 52°51'18,71" E 61.71 S03-4 735541,4714 2043202.6602 S03-4 S03-5 S 84°42'22.25" E 70.96 PLATE ~ • NUMBER
SM-~4 73557~.5QR9 ~f143347.4331 Cf11-34 Cf11-35 C ~4°~3'1f1.A~" F ~4.1f1 Cfl~-~ 7~~,~,~4.4947 9f14~973.314f1 S(1~-~, S(1~-~ S 7~°~4'~,~.~3" F ~4.i5
S01-35 735566.1815 2043369.1626 501-35 501-36 S 67018'20.49" E 51.73 503-6 735527.8946 2043297.0446 503-6 503-7 N 37053'57.29" E 39.30 SCALE IN FE T 347r R W -2
501-36 735546.2234 2043416.8873 501-36 501-37 S 56052'58.53" E 71.60 503-7 735558.9072 2043321.1866 503-7 503-8 N 35°00'50.72" E 14.96
501-37 735507.1067 2043476.8532 503-8 735571.1605 2043329.7709 5 0 10 20FT -j
SHEET 55 OF 62
- CHORD LENGTH SEE CURVE DATA SITE PLANS SCALE 1"=10'
CarvSite3R-ROW.den 5/31/2011 12:46:22 PM

A B C D E F G H
, i a ~1 ~ EXISTING TOPOGRAPHIC SYMBOLS LEGEND: NEW SYMBOLS LEGEND: ~ SURVEY CONTROL BENCHMARK POINT (TBMJ
ROW EASEMENT
/ ~ ~ SURVEY CONTROL POINT ~ ~ ~ "D"
~ ~ ~ ~ ~ ~ TOP OF CUT SPOT ELEVATION
co cLEANOUr US Army Corps
~ ~ of En meers a2 QS SANITARY MANHOLE
/ /743473385` ~ fr f / ~i Y ma =NEW STREAM RELOCATION Wilmington District W ~ DECIDUOUS TREE
g m ~ ~ "`"'LLL~~~
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~ ; / ~ / ~~504-6 7372 949E 2043689.24 7 504-6 504-7 5 0748375039 / / 504-7 7~7177.4,6J0 2043664. 987 504-7 504-8 5 ` ~ ( ' / 504-8 73717 8117 20436 .5036 504-8 504-9 5 y PARK VILLAGE HOMEOWNERS ASSOC INC j ~ 4-7 S 23° 29' 34.64" 61.58 ~ z ~ +
w 4-8 S 89°00'50.78" W 38.20 } N
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1 504-~ 737160.4272 204 02.1191 504-9 504-10 5 4-10 S 16°52'09.02" W 2 .57 wpb
jy- 504=10 737132.1267 2 3593.5374 504-10 504-11 5 ~4-11 737112.9930 2043570.6902 504-11 504-12 5 f' rr` ~ 504-12 737108.53 2043560.9118 504-12 504-13 N 1 ,J ~ ~ 504-13 737111.2 7 2043542.6880 504-13 504-14 S 504-14 737103.5979 2043509.9742 504-14 504-15 S 4-11 S 50° 03' 18.05" W 29 80 ~ ~ W ~ ~ ~
4-12 S 65°30'45.86" W 10.4 ~oU zQ ~o
4 -13 N 81 ° 32' 14.70" W 18.4 ~ ~ ~ ~
4-14 S 76° 50' 00.51 " W 33.60 ~ ° ~ wUo ~
4-15 S 41 31 12.47 W 46.32 ~ N
TEMPORARY CONSTRUCTION EASEMENTS 504-15 737068.9203 2043479.2723 504-15 504-16 S 4-16 S 39° 05' 13.86" E 27.39 W z
FROM TO 504-16 737047.6570 2043496.5446 504-16 504-17 N PI NORTHING EASJING PI PI DIRECTION DIST. 504-17 737071.1050 2043527.8608 504-17 504-18 S 1 504-77 737080.6300 2043608.0219 504-77 504-78 N 65°23'06.03" E 68.25 504-18 737070.6154 2043563.4958 504-18 504-19 S 504-78 737109.0560 2043670.0668 504-78 504-79 N 48°07'02.78" E 24.54 504-19 737070.1371 2043598.3093 504-19 504-20 N 4-17 N 53°10'33.73" E 39.12 PRELIMINARY 3
4-18 S 89° 12' 46.37" E 35.64 DO NOT USE FOR CONSTRUCTION ~
4-19 S 89°12'46.37" E 34.82
4-20 N 42° 47' 18.35" E 53.34 PLATE
504-79 737125.4357 2043688.3335 504-79 504-80 N 13°13'13.51" E 17.48 504-20 737109.2787 2043634.5402 504-20 504-21 N 4-21 N 65°23'06.03" E 29.93 NUMBER
auy-uu fa riyc.y:) io cuyaoyc.a3uy auy-ou auZ+-oi ~o Z+a-uf uc.fa w f .fi 504-21 737121.7442 2043661 . 7484 504-21 504-22 N 4-22 N 48°07'02.78" E 43.76 SCALE IN FEET
504-81 737147.6013 2043698.0736 504-81 504-82 S 35°40'18.72" W 25.06 504-22 737150.9599 2043694.3297 504-22 504-23 N
504-82 737167.9633 2043712.6901 504-82 504-83 S 23°03'09.45" W 14.77 504-23 737170.4299 2043708.3058 504-23 504-24 N CarvSite4-5R3-IROW.den 5/31/2011 12:48:50 PM 4-23 N 35°40'18.72" E 23.97 10 5 0 10 20FT R W- 3
4-24 N 23°03'09.45" E 15.33
SCALE: 1"= 10' SHEET 56 OF 62

A B C D E F G H
C~ - .v > ` ° " ' ` ~ f NEW SYMBOLS LEGEND: EXISTING TOPOGRAPHIC SYMBOLS LEGEND:
ra a o ® a a ® ® ® o~,,~v ........................mm~ , ~ V ~ ~ ~ ~ ~ ROW EASEMENT
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o~ - -NEW STREAM RELOCATION Q SANITARY MANHOLE Of Engineers
ai - - - - Wilmington District ~ ~ • { DECIDUOUS TREE
. ~ mW ® RIPRAP OUTLET STRUCTURE `'L,~
r .wr"" • v " Y v v v . . $ ro (YYYYI WOODS LINE
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• + a° r + , d' + r + d' r + T~IPOR7~RY CONSTRUCTION EASEMENTS M 2 / ~ \ CONSTRUCTED POOL ~ GUYWIRE Q $ W ~ \ c6 CATCH BASIN
. • . - + . ' , . + . - ~ FROM FROM TO ~ fLARED END Of P/ PE OUTIET ~
+ + _ _ P I NORTHING EAST I NG _ P I ~ D I R E C T I~N° D T. tip CONSTRUCTED RIFFLE
• ° a, 504-70 737273.57 4.3880.8225 504-70 S0 504-70 504-98 N 11 ° 14' 31.70° W 0 a e 0 PosT / eouARD
+ + , d• + + d` , + , + d° + , ; SO4-80 737289.0691 2043877.7429 804 -98 S0 504-98 504-99 N 70°50'56.52" W 73. °J ~ W ~°,!4~.t ASPHALT PATTERN
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S04 737302.64 2043754. 04-2 504-3 ~:i3-~7'~".02 W 18.89 _ gy y CENTERLINE CREEK /DITCH q J `a`e O
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S 4-5 3 25 2043732.68.62 °~SO'4 804 6 S 6 20 8.49 W 9.50 ~ Q
504-6 737233.94 43689.2487 504-6 504-7 S 23 29 34.64 W 61.5 a o4-sa Q
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504-24 737184.5382 2043714.3097 504-24 504-25 N 48°11'52.76" E 16.63 Soo-74 w 'o
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504-27 737197.3135 2043802.2219 504-~ X04- VI~31°01'18.31" E 24.38 / ; ° r n "O`' 1 ~ 04-70 ~ / y a
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504-29 737218. 5 2043819.7351 504-29 504-30 S 66 27 50.87 EST~A~II RELOCATIO 55.44 ~ ~ , ` O
504-30 737 .3346 2043844.5605 504-30 504-31 S 77°30'01.89" E 29.99 pl 0•rrg5 CONSTRUCTED
504-31 ,7200.8440 2043873.8389 504-31 504-32 N 57 07 56.40 E 17.15 d RIFFLE
504- 737210.1492 2043888.2403 504-32 504-33 S 61°20'23.30" E 18.74 r c STRUCTED
-33 737201.1589 2043904.6885 504-33 504-34 S 79°25'06.97" E 26.53 CONSTRUCTED FFLE ' . . ~ ' ~ ~ 9~ ti
504-34 737196.2877 204 .7640 504-34 504-35 S 60°32'33.06" E 24.06 RIFFLE / ~ J o - ~2
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S PARK VILLAGE HOMEOWNERS ASSOC INC Tq 04-82 ,r~° 0743472135 ~ _ ~U O + O
~ ,o°` • 0743375039 0
A~ ~ AT --°"PARK VILLAGE HOMEOWNERS ASSOC INC ~ ~ ~ = Q O
F
Y r ' w Coo W ~
t
DO NOT USE FOR CONSTRUCTION UCTION 3 0
l R/W COORDINATES
TEMPORARY CONSTRUCTION EASEMENTS FROM 0 U w
r 1 FROM TO PI NORTHING FASTING PI PI DIRECTION DIST. cn
P N RTH N A T N P P R T N T. 4- 7 7 7 1 4 7 4°-~ 4-7 N ° 1" W 1.
I 0 I G E S I G I I DI EC ]0 DIS SO 69 3 2 3 0 33 20 3900 0 00 SO 69 SO 0 88 9 35 59 9 26
SO4-81 737147.6013 2043698.0736 504-81 504-82 S 35°40'18.72" W 25.06 504-70 737273.5756 2043880.8225 X04-70 504-71 N 66°17'46.02" W 26.83 PLATE SCALE IN FEET NUMBER
SO4-82 737167.9633 2043712.6901 504-82 504-83 S 23°03'09.45" W 14.77 504-71 737284.3599 2043856.259$ 504-71 504-72 N 78°25'18.34" W 12.78
SO4-83 737181.5542 2043718.4738 SO4-83 SO4-84 S 48°11'52.77" W 19.23 SO4-72 737286.9245 2043843.7419 SO4-72 SO4-73 N 88°03'38.59" W 24.00 10 5 0 10 20FT
SO4-84 737194.3754 2043732.8125 SO4-73 737287.7369 2043819. 74 79 SO4-73 SO4-74 S 63°05'24.66" W 11.91
SCALE: 1"= 10' RW - 4
SO4-74 737282.3451 2043809.1246 SO4-74 SO4-75 N 20°13'18.55" W 34.75
SO4-27 737197.3135 2043802.2219 SO4-27 SO4-30 N 76°41'01.68" E 43.51 SO4-75 737314.9491 2043797.1146 SO4-75 SO4-76 N 80°59'52.00" W 15.09 SHEET 57 OF 62
SO4-30 737207.3346 2043844.5605 SO4-76 737317.3097 2043782.2140 SO4-76 S06-21 N 13°12'29.32" W 30.78
C Site4-5R3-2ROW.d n 5/31/2011 12:51:23 PM

A B C D E F G H
my . , v
, N NEW SYMBOLS LEGEND: EXISTING TOPOGRAPHIC SYMBOLS LEGEND:
~ ~ ~ ~ ROW EASEMENT ~ SURVEY CONTROL BENCHMARK POINT fTBMI
~ ~ i i SURVEY CONTROL POINT i ~ ~ ~ i
~ ~ ~ ~ ~ TOP OF CUT SPOT ELEVATION
~ ,
° d Y a ~ ~ J n o~ - co cLEavour US Army Corps o ~ of Engineers 02 .,,4 - -NEW STREAM RELOCATfON O SANITARY MANHOLE
8 ` • 4 ~o _ Wilmington District
° a r m ~ a ~ ~ ~ DECIDUOUS TREE ~ "`~~Lnnv~~~
~ e ~ °o m ~ / ~ CONSTRUCTED P001
r Y i ~ ~ ~ f'YY`(Yl WOODS UNE a ~ • • • ~ UTILITY POLE
u r a v ? w ~ .d°
ra : ',5 9.: ,i d.' ~ y. W CONSTRUCTED RIFFLE ~ GUYWIRE a
w a vv ra act ~ r° • • ? ~ ,d Ce CATCH BASIN
d ~ v vtlJ J° vPd J"d v1d d' o ~ FLARED END OF PI PE OUTLET o ph
, ? . a . ? • by .R V r • F a a 2 W Q POST / BOLLARD f
r v r r r o vp'i elsps ,YaS °9s•°x a1 °9sv°s ' ri 11a4i 'iii
YV r °v ' VY • 'r • tlV Y a a • YY v y 'r ° VM a v n ,,u? e • s ? ~v„.++"" mb•~ sue.".. 2 ~ ' ASPHALT PATTERN :f,:;<.; t ii:..
e a e 8• tl a e a v' y e e t 8v a e a a P' , Y v Y a Y V ~w
~'o•~ GRAVEL PATTERN
q~~•c z
FR M T 0 0 d CONCRETE PATTERN N
n ~ PI NORTHING FASTING Imo" PI DIRECTION DIST. ° 0
_ -6.0- 32-1:-00~ .2633 504-60 504-61 N 86 10 05.49 W 1 mm...
504-61 737322.1578 2044142.0911 504-61 504-62 S 53°37' " W 48.62 , 4 RIPRAP PATTERN
504-62 737293.3300 2044102.9431. _SA9 -~I~'73°10'28.92" W 52.61
504--6 3"708:556 2044052.5896 504-63 504-64 S 56°07'40.94" W 37.88 ~ ~ _ X X- FENCE
504-64 737287.4452 2044021.1389 504-64 504-65 S 59°O6'21.84'µ,` W 0.01 CENTERLINE CREEX /DITCH J
504-65 737277.1694 2 4 00~.96~2 -X04--65- "4=i;6"" X64°00'07.91" W 9.17 Q: UT1L(TY LINE UNETYPE LEGEND: ~
5 ~50~=6 37273.1501 2043995.7236 504-66 504-67 N 40°02'04.69" W 13.55 OHE OVERHEAD ELECTRIC / UTIUTY LINES o
504-67 737283.5214 2043987.0104 504-67 504-68 N 86°05'48.30" W 62.37
504-68 737287.7671 2043924.7846 504-68 504-69 S 59°09'51.42" W 28.78 it a
504-69 737273.0133 2043900.0700 504-69 504-70 N 88°19'35.59" W 19.26
504-70 737273.5756 2043880.8225 504-70 504-71 N 66°17'46.02" W 26.83
SO4-61 ' . .
~
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~ ' ~ / '
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/ ~ p ~ ~ R ~ ~ ~ i ""TED • . ~ RIFFLE ~ ~
~ S04- N 94"°JCTED ~ ~ / ~ a C
• ~ A~ ~ ~ W ~ ~ 1, x / F- z M
n ~ Q 0 / ~ ~ ch
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04-69 RIFFLE ~ ~ ' CONSTRUCTED ~p~•"" ~ ~ / SO4.42 (n o
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~ ~ 3 / Q a /
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• / ~ ~ 04 3 ' m J 04-3 SO4-88 ~ /
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RIFFLE ~ - ~ 0 / ~O
9~, ~ ~ / ~ ~ SO4-40 Q O Z
n ~ , ti
2 . ' i 04-38 ~ ~ ~

~ ~ g7 R/W CO 7NATES
~ -37 ~ ~ ~ OM TO
4 ~ I RTHING EAS1 dG ~EASTING PI PI DIRECTION DIST. o
2 ~ ~ SO 504-34 737196.28 20439: 7~ 2043930 640 SO4-34 504-35 S 60032~33.06~~ E 24.06
~ o 504- 737184. 54 20439 9~, ~ i54 20439°51.7139 SO4-35 504-36 N 87 08 47.32 E 29.67 z ~
F ~ .~°''t SO' -36 7371.9325 2 39E f25 2Q4`3981.3476 SO4-36 504-37 N 37°48'05.21" E 51.97 p o
~ 504-37 7,3`226.9973 204401 ,o 173'2044013.2023 SO4-37 504-38 N 80°01'24.93" E 41.53 ~ w
c ~ ~ 504-38d~°'737234.1 0 20440. 120 2044054.1039 SO4-38 504-39 N 43°05'32.07" E 29.66 p Q°C o
~ ~ , 804 39 73725. 520 204401 i20 2044074.3675 SO4-39 504-40 S 63°48'45.22" E 36.31 ~ ? ~ ~ + WJw
- 4 40 737239.8289 20441( '89 2044106.9489 SO4-40 504-41 N 83°12'31.45" E 8.77 °Cp ~
504-41 737240.8656 204411 i56 2044115.6543 SO4-41 504-42 N 45°05'41.67" E 48.64 ~ ~ U ~ ~ O
• ~ c 504-42 737275.2020 20441, O )20 2044150.1047 SO4-42 504-43 S 77°21'52.45" E 16.89 w
504-43 737271.5076 20441E )76 2044166.5847 SO4-43 504-44 S 73°13'01.25" E 36.51 ~ ~ ~ w ~ O ~

EXISTING ST pU ~zF 2 +
• TO BE FILL D Q}~ O~
~QO ~Q Z~U~ ~
TEMPORARY ONSTRUCTION EASEMENT COORDINATES ,~„~-C ~ o
• ~ FROM TO
I NORTHING FASTING PI PI DIRECTION DIREC470N DIST. 3 0
, 504-36,737185.9325 2043981.3476 504-36 504-85 N 87 08 47.3. 3 08 .32 E 6.59 ~
- ~ , S - 5 737186.2606 2043987.9301 504-85 504-86 N 37°48'05.2' 37°48'05.21" E 45.75 w
-36 SO4.85 4.35~~ ' - 504-86 737222.4073 2044015.9698 504-86 504-87 N 80°01'24.9; 30°01'24.93" E 41.27 ~
1 504-87 737229.5568 2044056.6145 504-87 504-88 N 43°05 32.0' 504-88 737253.5458 2044079.0569 13°05'32.07" E 32.85
PLATE
_ nnri IA AIA I n nv ~ NUM6ER
i S04-89 737271.0188 2044145.9076 S04-89 S04-90 S 77021'52.4', t7°21'52.45" E 19.89 r' M L L I IVI 11\4 /AM r
SCALE IN FEET
DO NOT USE FOR CONSTRUCTION 0 5 0 10 20FT R W - 5
SCALE: 1"= 10' SHEET 58 OF 62
C Site4-5R3-3ROW.d n 5/31/2011 12:53:31 PM

A B C D E F G H
EXISTING TOPOGRAPHIC SYMBOLS LEGEND: NEW SYMBOLS LEGEND: • v°, , ~ ~ ,
SURVEY CONTROL BENCHMARK POINT fTBMJ ~ ~ ~ ~ ROW EASEMENT ~
D SURVEY CONTROL PO1NT i iii i
• ~ ~ ~ TOP OF CUT SPOT ELEVATION
~ ~ ~ ~ ~ ' ' US Army Corps
Co CLEANOUT ~ ~ ~ ~ of Engineers
SO SANITARY MANHOLE - - NEW STREAM RELOCATION a Wilmington District
DEGDUWS TREE / ~ . ~ o~
/ ~ ~ CONSTRUCTED POOL W =
6 rmr~n wooDS LrNE ~ \ ~,o T RY ACCESS EASEMENT COORDINATES a - mW F~ FPM TO o
~ UTarrr POLE ~
~ GUYWIRE CONSTRUCTED RIFFLE gm P I NORTHING EAST I N P N PI PI DI CTION DIST~
. 504-51 737275.243 407.4021 SO ca CATCH BASIN ~ a 7.4021 504-51 504-100 N 1°45'55.58" E 79,~r23
FLARED END OF P! PE OUTLET v M2 504- .2804 2044469.6397 SO 9.6397 504-100 504-1 S 35°25'44.03" W 7.52 • a
W $04-101 737354.8514 2044491.3886 SO p Posr / BouARD 1.3886 504-101 4-102 N 15°34'15.58" 40.76 ~ ~
? - 504-102 737394.1180 2044502.330 - S-6 hp - 2.330- -102 804-103 S 04°07'12 " E 4.82
'r,;;~''~ ASPHALT PATTERN a~ S04 103 737398.9205 ?04.4°5x01.9706 SO 1 9706 504-103 504-104 N 23°25' .74" E 37.21
za 504-104 7 .06"I~5 2044516.7665 SO o~j 6.7665 504-104 504-105 S 51° '54.36" W 5.83
aw 504-105 737436.7217 2044521.3105 SO '•a•~ GRAVEL PATTERN 1.3105 504-105 504- °19'49.30" E 50.37 ~
z 504-106 737481.8647 2044543.6513 SO 3.6513 SO4rv-'h~6" 804 -107 N 04 ° 41 ' 52.72" E 17.85 Z
~ 504-107 737499.6540 204~4~45.t132 SO CONCRETE PATTERN 5.-1-`132 804 -107 ~
o
0~=5 37305.2150 2044408.2321 SO 8.2321 804 -52 804 -108 N 54 ° 14' 28.59" E 8.87 a
RIPRAP PATTERN _ 504-108 737339.6193 2044456.0073 SO 6.0073 504-108 504-109 S 35°25'44.03" 32.92 °
504-109 737366.4452 2044475._0919 S.0 5.0919 -1-A~ -~0"4=~10 N 1 3~'~15.58" E 27.18 '
x x- FENCE ~ 504-110 737392._623 4-~~2.3866 SO 2 3866 504-110 504-111 S 04°17'12.87" E 4.82 ~ ~
CENTERLINE CREEK /DITCH ~ 5,~.4..-) 1`"3'91T.4255 2044482.0266 50 u 2.0266 504-111 504-112 N 23°25'50.74" E 55.81 ~
504-112 737448.6370 2044504.2204 SO 4.2204 504-112 504-113 S 51°08'54.36" W 5.83 ~ m
5 UTIUTY LINE UNETYPE LEGEND: 504-113 737452.2972 2044508.7644 SO ONE WERHEAD ELECTRIC /UTILITY UNES ~ ~ ~ 8.7644 504-113 504-114 N 26°19'49.3" E 33.58
504-114 737482.3925 2044523.6583 SO 3.6583 504-114 -115 S 01°37'46.77" E 1 ~
504-1'15 73750. 8 204 3. 36 SO 3. 3`504-115 a
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a \ CO , ~ • ~ ~ / ~ r ~ -O
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a ~ ~ ~ . ~ ' ~ CONSTRUCTED ~ SO4-59 ~ CONSTRUCTED . / ~ RIFFLE ~ ° o z o a
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504-43 ' ~""TED EXISTING STREAM \ _ . s ' p TO BE FILLED ~ - wz~
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FROM TO
PI NORTHING FASTING PI~ __~D1RErC-TrON D1ST. ° T
504-42 737 2 7--X04_-42 504-43 S 77 21 52.45 E 16.8
504-43 737271.5076 2044166.5847 504-4304-44 S 73°13 1.25 E 36.51
504-44 737260.9648 2044201.5417 504-44 504-45 S 28°44'49.60" E 13.27 ~~U ~~O
504-45 737249.3321 2044207.9229 504-45 504-46 S 77°07'08.40" E 22.71 O
504-46 737244.2694 2044230.0616 504-46 504-47 N 81°28'35.87" E 33.85 - Q ~ ~ ~ + UQO X00
504-47 737249.2866 2044263.5391 504-47 504-48 N 83°54'38.70" E 33.16
504-48 737252.8040 2044296.5108 504-48 504-49 N 89°36'05.23" E 21.51
504-49 737252.9537 2044318.0271 504-49 504-50 N 82°25'06.49" E 56.62 TEMPORARY CONSTRUCTION EASEMENT COORDINATES W N (n
504-50 737260.4234 2044374.1486 504-50 504-51 N 65°58'44.76" E 36.41 FROM TO W
504-51 737275.2434 2044407.4021 504-51 504-52 N 1°35`10.19" E 29.98 P1 NORTHING FASTING PI PI DIRECTION DIST. 3 O
504-52 737305.2150 2044408.2321 504-52 504-53 N 60°03`54.00" W 14.51 504-89 737271.0188 2044145.9076 504-89 504-90 S 77°21'52.45" E 19.89 W PRELIMINARY
504-53 737312.4551 2044395.6589 504-53 504-54 N 88°16`12.42" W 48.68 504-90 737266.6683 2044165.3143 504-90 504-91 S 73°13'01.25" E 34.29
1 ° ~ SO4-91 737256.7679 2044198.1411 504-91 504-92 S 28°44'49.60" E 13.47 504-54 737313.9247 2044346.9977 504-54 504-55 S 56 33 52.73 W 24.30 DO NOT USE FOR CONSTRUCTION
504-55 737300.5382 2044326.7232 504-55 504-56 N 77°28`02.62" W 37.66 SO4-92 737244.9585 2044204.6191 504-92 504-93 S 77°07'08.40" E 25.90
504-56 737308.7092 2044289.9651 504-56 504-57 N 67°11`19.91" W 19.59 SO4-93 737239.1845 2044229.8681 504-93 504-94 N 81°28'35.87" E 34.69 PLATE NUMBER
- CAA_DA 7779AA 77C1 OAAAOCA 17C1 CAA_~A CAA_~G Ai 020GA~20 7A~~ [ 29 OA
S04-57 737316.3059 2044271.9031 S04-57 S04-58 S 71045'21.49" W 48.29 " I.J 'L"..JL Lv " J' I'l S04-58 737301.1878 2044226.0399 S04-58 S04-59 S 82004'56.54" W 23.71 S04-95 737247.8058 2044296.7941 S04-95 S04-96 N 89036'05.23" E 21.58
SCALE IN FEET
S04-59 737297.9216 2044202.5547 S04-59 S04-60 N 61055'48.90" W 49.06 S04-96 737247.9560 2044318.3757 S04-96 S04-97 N 82025'06.49" E 39.98 10 5 0 10 20FT RW-6
S04-60 737321.0077 2044159.2633 S04-60 S04-61 N 86°10'05.49" W 17.21 S04-97 737253.2314 2044358.0109 S04-97 S04-50 N 65°58'44.76" E 17.67
S04-61 737322.1578 2044142.0911 S04-61 S04-62 S 53037'58.03" W 48.62 S04-50 737260.4234 2044374.1486 SCALE: 1"= 10' SHEET 59 OF 62
i I I I I I
C Site4-5R3-4ROW.d n 5/31/2011 12:56:31 PM

A B C D E F G H
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,1 ~ ~ J ~,°:eS~ •rs.: 0743483431 ~ ~ ~ US Army Corps ~ ~ ~ of Engineers
~ ~ ~ ~ WA ° ~ Wilmin ton District ;~~~V , „ rte; 9
KE cn k • . 2 o~ WAKE COUNTY BOARD OF EDUCATION /`/~r rv'~ ~ ,m
.2107 DAVIS DR f~~
6 Wo r,. M:: f;. .r:o,.. , SPINE I~PI ~ e'' o
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w ~ o.. a..' ~EL• ` 36992' = 1 0~ ~ 3 I Ua . _ . ~ J~ - --.,m _
~ + a . 8000 L°, GR t~9w. ;off, R = 57.00 _ EL= 36785' SO4-61 SO460 ~
12'sPl , ~ S =3F~~' SO4-76 = 37.26' ~ ~ mm o 0
N= 737~32'a~5' .o°° ~ , _ SO4-75 " E°204337619'" :DrRNE w/ ~ ~ SO4-99 L = 66.00' ~b T FLAGGED LAR U ~
EL= 37984' I '~E~Q N ~ 1Ral`rF°',°:.:,:`.°~'..<;?;~,: c,350D' . SO4-63 ~ V ~ W w ~ a ~ ~ ~ FL m U U ~
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PARK VILLAGE H EOWNERS ASSOC INC - - ,;r'`=`'"'~ ~ SO4-4 ~ 070 I ~ ~ 0743374260 X ~ 3 ~ U
~ ~ ' z J m ~ EXISTING TOPOGRAPHIC SYMBOLS LEGEND: ~ y ~ Q
~ e . 4 • ~ ~ ROW EASEMENT LEGEND: w = Q ' ~ 5006 ~ SURVEY CONTROL BENCHMARK POINT fTBMI o U p o
~ k , ~ 2• SPIKE N• ~37_•16AT ~ ~ ~ ~ ~ ROW EASEMENT ~ SUR?EY CONTROL POINT
_ ~ - . cn~ E•2093947b4' 382.4' G EL• 36011'Q SPOT ELEVATION
~ _ ~ 9 4 347 MAP!- 9 . 5' TEMPORARY ACCESS EASEMENT
~ ~ `3 ~ ~ ~ 35 23 -~i Co CIEANOUT
~ k ~ _ 504.6 mac,., ~ • ~ f ~CNANNE~~ PROPERTY LINE Q SANITARY MANHOLE U Z J
2 0743374212 ~ - _ = W ~ ar, ~ DECIDUOUS TREE ~ fn p
0 s ~ y~"~ W ~ F ~Fl / (YYYYI WOODS LINE ~ W U
PRNATE RESIDENCE Ytk i,?0 k rNa acCESSI w / S 4-28 SO4.29 ~ / ~Z
~ ~ o ~ ~ 548F r ~ urrrm POLE W 2
RODNEY & STACY BARR 3 Qa~ N L ~5 -30 S04-i ~COi ~ ~ d° 40d AP .J• 7 /93.44' ~ ,f° AREA ~ar ~cAPSO4-32 - • ~ GUYW/RE Z_ W ~
112 NNELLY PRIN PL ° ~ ~ N• 737205. , CO s GS } 0743473385 E• 3ss7 s E.2o4;fl~«1504.31 vl r EL= 354.4 • $0 cc 358.72' 73/2p5.}U~ Ce CATCH BASIN 'oa~fl,«rSO4.31SO4- ~ ~ ~ Z
TOWN OF GARY ~ 5 - • 358.72' FLARED END OF P/ PE OUTLET W O Z
p Posy / BOL(AHD ~ ~ ~
oC Z
R/W COORDINATES ';~`,`;i'`. ASPHALT PATTERN Q O
FROM TO ~ >J_
PI NORTHING FASTING PI PI DIRECTION DIST. GRAVEL PATTERN ~ >
506-5 737347.3607 2043476.2084 506-5 506-6 N 66°00'49.74" E 473.01 0
CONCRETE PATTERN
506-6 737382.7243 2043555.6879 506-6 506-7 N 44°31'57.51" E 34.04
506-7 737406.9873 2043579.5582 506-7 506-8 N 52°05'09.95" E 100.42 -
506-8 737468.6938 2043658.7840 506-8 506-9 N 59°38'22.38" E 12.25 RIPRAP PATTERN
2 506-9 737474.8829 2043669.3498 506-9 506-10 N 81°00'08.85" E 49.28 ~ O
X X- FENCE Z ~
506-10 737482.5896 2043718.0215 506-10 506-11 S 85°18'32.20" E 50.27 CENTERLINE CREEX /DITCH O p
506-11 737478.4783 2043768.1235 506-11 506-12 N 47°55'06.38" E 36.50 ~ ~ UTILITY 11NE LINETYPE LEGEND: ~ W
506-12 737502.9402 2043795.2135 506-12 506-13 S 20°02'50.51" E 26.69 OHE OVERHEAD ELECTRIC /UTILITY LINES ~ Q Q
506-13 737477.8638 2043804.3640 506-13 506-14 S 71°14'57.68" E 41.61 ~Z~ z~
506-14 737464.4896 2043843.7615 506-14 506-15 S 78°20'42.95" E 34.12
506-15 737457.5979 2043877.1732 506-15 506-16 S 87°36'56.60" E 41.90 ~U~ ~ I Q p Z~
506-16 737455.8549 2043919.0355 506-16 506-17 N 31°00'48.90" E 21.35
506-17 737474.1492 2043930.0338 506-17 506-18 S 51°00'11.43" E 27.93 c~n~W ~~OO ~pv ~Z2
506-18 737456.5754 2043951.7381 506-18 506-19 S 36°15'17.68" W 32.54
U~~ W~
506-19 737430.3320 2043932.4921 506-19 506-20 S 54°22'33.74" W 113.72 - zU~ ~
506-20 737364.0960 2043840.0564 506-20 506-21 S 75°28'03.31" W 67.02 w o
506-21 737347.2787 2043775.1804
w PRELIMINARY ~ N
~o
504-1 737341.5758 2043746.0814 504-1 506-22 S 81°41'46.29" W 111.33 DO NOT USE FOR CONSTRUCTION W
506-22 737325.4977 2043635.9213 506-22 506-23 S 74°16'10.99" W 85.18
1 506-23 737302.4047 2043553.9317 506-23 506-24 S 78 40 10.79 W 41.32
506-24 737294,2858 2043513.4122 506-24 506-25 S 80°06'57.87" W 30.91
PLATE NUMBER
506-25 737288.9808 2043482.9656 506-25 506-5 N 6°36'08.49" W 58.77
SCALE IN FEET
S06-5 737347.3607 2043476.2084
30 15 0 30 60FT R W - 7
- CHORD LENGTH SEE CURVE DATA SITE PLANS
SCALE: 1''= 30' SHEET 58 OF 62
C Site 6Row.d n 5/31/20112:30:47 PM

A B C D E F G H
US Army Corps
of Engineers
0743483431 Wilmington District
WAKE COUNTY BOARD OF EDUCATION CB TOP•400.4'
6 21 1 DAVI DR CB TOP•400.9' O S 1NV 18' RCP' 1NV 18' RCP•395A' 0
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507-7.~..• , ° ~ g r.ti '~.:'''<~~i';=,"r~~~~, :NV•.1 ail"~ ~~i 9 O
>z. , N ~G
CONCRETE OUTLET "r..>;~da~"~~"° 1N~•'39~~
• , ° STRUCTURE So7-6
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~ 't;?f. re`ar.t:laa r7<.qe tla • ~ ~ ,d ~ `a +yq, ~ o
~ J A ® r • ~ Q
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~ J S07-12
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m ;
1 ® _
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r. 3 o
BUSHES 5~'L!T RAIL f~'!CE r~'^~'• ' ~ ~ • ~ . ~ ay r.; t - ~ U
_ r ~ w ~ ~ it sP~ ~ o
~ r. ~ q^ "O } Sj, a GRASS . ~ ~ A` 737550' ~ ~ ~ E•2U, 3843.97'
~ N y., INV•Jplb f r nc 1NV:3a',h~~.4~ 18'~M INV 38 r „ w
a 390 ® S07-16
• w Q: . . ® . e...'
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4'TALL SPllT RAIL r ~ .s® ~ ~ MAIL OHE
,ri:~At ~ , n . . b . ,WOODEN FENCE <.; . S07-24 ra ~ _ r.: . ..~-7T uu.s9 S07- , .aa ,q c~ o. • .
z<`s" Flr 38689' $0 04-10 ~ a. rt""
. i + S07-28 $07.2 ~
w~ODED AREA ._''•',,`;f;.d o o I S07.22
J ~ SO4-114 0 6 ' ~ _ w w N
i.4t`°:"i;;t.{t:'i"r>ar, m_^""" ~ WOODED AR A "
-vlA 'ti ~A ~ is .,':i:air°.:; v. is ~ _u ~ ' ~ '"o m C7 U N w ~
'a .air. ~~~'i>;.epi :i'rr.r ~'''~-a.°'se 'a r,L. t } t t t\, ; t a t ` SO -27 07-20 WGODED AREA ~ o z ~ ¢ U
..r...,. .~.ra ,,.......e.. , ;.;::e 04113 , r 'a .t'. ~r.t;: >~."r tti fw ~r.{ti, + r L.' srR~~" chw~,;~'- ~ ~ ~ ~ ~ ~ ~ , ~i U
,rt m , t I a. ; ' ~ . ~ SO4.112 ~
10000 - ' , _ N 8098 8219 ~ ~ m o N
N- •'~~F~ Fa' ~ Y~.° _ PX NAl1 40d NAl1, E•204417227` Y yL. ~ N= 7374273, 4429' boy e ° U P ~ ~ J m Q
cr - E=204438925' INa'•3:0,8' E• ' w
is;~,;..,_;).t:, EL- 378J3' ~ EL• 8250' 05 ' ~ w = ¢ o 8271 ~ U ~ r
40d NAIL N= 737428J5'
~ R/W COORDINATES _ E=2044881.6!'
EL= 38924' ROW EASEMENT LEGEND:
FROM TO TO
:z, PI NORTHING FASTING PI PI S04- P I D I RECT l ON D I ST. ROK' EASEMENT ~ Z
P ~ ~~~r;;;; S07-1 737553.3276 2044262.4548 S07-1 S07-2 N 5 ~07-2 N 56° 32' 56.65" E 67.41 ~ - ~ TEMPORARY ACCESS EASEMENT ~ ~ O
DEERIS hlcE~ IN ~ f.; ~ .~YAy SO4-110 SO4-102 _ r,als <REA ~ ,~;;g;.;;, S07-2 737590.4839 2044318.6964 S07-2 S07-3 N 7 ~07-3 N 72°07'34.72" E 26.71 o W Q
- -mm- " "`L SP` ~~f`_ . ` S07-3 737598:6802 2044344.1125 S07-3 S07-4 N 8
W~lUtil Ff NCE '*iai~"''''' • ~D7-4 N SO° 52' 09.88" E 45.12 ~ PROPERTY LINE w ~ 2
S07 4 7376 a. 39'6 2044388.6580 S07 4 S07-5 N 7 - `:.1® 34733 5 ~07-5 N 77°34'13.38" E 79.61 Z w ~
W DED AREA a„,~ • ' ~ • 507-5 737622.9756 ~ 2044466.4053 S07-5 S07-6 N 6 ~ \ OWN:~O. GARY 4ad,NaL ~D7-6 N 65° 52' 11.06" E 77.43 ~ SURVEY CONTR01 BENCHMARK POINT fTBMJ Z Q Q
"507-6 737654.6294' 2044537.0682 507-6 507-7 N 6 ~07-7 N 61 ° 40' 34.67" E 46.21 382.4' SURVEY CONTROL POINT w z
~07-5 N 89°08' 29.78" E 24.10 N + SPOT ELEVa7rON ~ ~ p
SO4-101 507-7 737676.5521 2044577.7427 507-7 807-5 N 8 Co CLEANOUT ~ ~
so4-1os . 507-8 737676.9131 2044601.8390 807-5 507-9 S 2 ~07-9 S 25° 21' 32.64" E 27.37 OS SANITARY MANHOLE a ~ ?
~ 507-9 737652.1763 2044613.5633 507-9 507-10 S 3 ~07-10 S 37°51'07.73" E 15.39 ~ ~ ~ ~ ~ DECIDUOUS TREE ~ >
/ 507-10 737640.0266 2044623.0052 507-10 507-11 S 1 ~07-11 S 16°18'27.00" E 21.55 Z~ "`~~~uuu~~~ >
507-11 737619.3396 2044629.0574 507-11 507-12 S ~07-12 S 0° 06' 05.21 " E 23.00 WZ WOODS LINE
~ UTILITY POLE
507-12 737596.3398 2044629.0982 507-12 507-13 S 6 ~07-13 S 67°00' 15.72" E 37.67 m~ ~ GUYWIRE
507-13 737581.6249 2044663.7715 507-13 507-14 S 8 ~07-14 $ 84°08'57.28" E 40.78 S~ Ce CATCH BASIN
507-14 737577.4683 2044704.3351 507-14 507-15 S 7 ,07_15 S 79° 42' 49.23" E 44.03 ~a Q FLARED END Of PIPE OUTLET Z
2 507-15 737569.6061 2044747.6569 507-15 507-16 S 7 ~07-16 S 71 ° 42' 18.81 " E 112.14 $W o Posy ~ BOLLARD
507-16 737534.4043 2044854.1300 507-16 507-17 S 8 ~07-17 S 80°28'20.02" E 54.56 z °C ut ASPHALT PATTERN o 0
507-17 737525.3737 2044907.9341 507-17 507-18 S ~07-18 S 7°08'39.52" W 37.83 Q o ~ w
507-18 737487.8391 2044903.2295 507-18 507-19 N 8 ~D7-19 N 88° 21' 04.95" W 93.14 O~ q GRAVEL PATTERN o Q ~
507-19 737490.5188 2044810.1255 507-19 507-20 S 6 ~07-20 S 69° 49' 54.94" W 49.43 ~W ° ; z ~ ~ ~
507-20 737473.4769 2044763.7274 507-20 507-21 N 8 ~07-21 N 83°05'28.75" W 114.21 Z °C ~ ~ Q I II ~ CONCRETE PATTERN w ~ } ~
507-21 737487.2148 2044650.3479 507-21 507-22 N 7 7- 77° 4 4 .4 4 ~ ~ ~ I 0 22 N 3 3 0 W 32 2 Quo zw
507-22 737494.1491 2044618.8646 507-22 507-23 N 7 ~D7-23 N 74° 01' 59.1 4" W 61.00 RlPRAP PATTERN ~ ~ w ~ Q
507-23 737510.9283 2044560.2206 507-23 507-24 N 8 ~07-24 N 88° 13' 14.65" W 60.47 _ ~ o ~ ~ z =
507-24 737512.8060 2044499.7770 507-24 507-25 S 6 ~D7-25 S 65° 03' 27.23" W 38.1 7 X X CENTERLINE CREEK /DITCH Q } ~ ~
507-25 737496.7089 2044465.1660 507-25 507-26 S 3 ~07-26 S 30°28'44.79" W 43.49 o w~
507-26 737459.2279 2044443.1064 507-26 507-27 N 4 ~D7 -2 7 N 4 9 ° 17' 3 7.21 " W 14.4 5 UTILITY LINE LINETYPE LEGEND: ~ U ~
507-27 737468.6552 2044432.1487 507-27 507-28 N 1 ~D7-28 N 14° 56' 19.30" E 29.84 OHE- 0?ERHEAD ELECTRIC /UTILITY LINES ~ ~
507-28 737497.4873 2044439.8411 507-28 507-29 N 8 ~07-29 N 87°18'05.34" W 54,71 3 0
507-29 737500.0629 2044385.1952 507-29 507-30 N 4 ~07-30 N 49°47'03.50" W 14.95 ~
507-30 737509.7176 2044373.7767 507-30 507-31 S 8 ~07-31 S 82°46'00.76" W 66.50 ~
1 S07-31 737501.3443 2044307,8021 S07-31 S07-32 N 8 ~07-32 N 84°26' 11.00" W 68.60 SCALE IN FEET
S07-32 737507.9951 2044239.5259 30 15 0 30 60FT PLATE
P R ~ I I I ~I AR Y NUMBER
i i N L L i i v I 1 1 v/ 11 N i Z)UMLL. JU
DO NOT USE FOR CONSTRUCTION R W - 8
SHEET 61 OF 62
C Site7Row.d 5/31/20111:18:15 PM

A B C D E F G H
E r NEW SYMBOLS 1EGEND: EXISTING TOPOGRAPHIC SYMBOLS LEGEND: ROW EASEMENT
€ O EIP EX/ST1NG IRON PIPE (PROPERTY CORNERJ ~ i
TOP OF CUT ~ SURVEY CONTROL BENCHMARK POINT fTBMJ
_ ~ ~ D SURVEY CONTROL POINT US Army Corps
J82.4' of Engineers - - - - - - - - - ROCK/ CROSS VANE STRUCTURE ~r SPOT ELEVATION
co cCEANOUr Wilmington District
• S11-28 ` ,S ar`. ° „i s. r ~ v ~ ~ ° 4 ~ QS SANITARY MANHOLE
vv vrr ® \ 'w.
6 r~ d° u a s t" r a ' J' a r e ep o ° _ 4 ~y P1I dry v `tlf 9"Y °'d f°d `1J d'd °1J"w ~ oil ~ DECIDUOUS TREE
ev fr s. pr :a r• ~ ~ ~o r•YYYYI OUTLINE OF WOODED AREA o
r : r r , r r r ° ,1'ta`v `y'1'ir6`aV y'8'Ir'`rV y'1°la`v y'i'ir``aV y'9'ir'`aU y'("ir``e4 y''9'ir`u `y'19r, tl ~ ~ S11-29 ROW EASEMENT LEGEND: ¢~O a
. ~ ~ . r ~ UTILITY POLE
i 3 3 i a r,i ROW EASEMENT g ~ ~ GUYWIRE a ' a a ~ FLARED END OF PIPE OUTLET °
3; ~ ~ TEMPORARY ACCESS EASEMENT ~ i 0 POST /BOLLARD
• ' 'tr`u ' ° `y'~'9r`i ' • ,f +Irei ' ° ,9 r ' ° y~l 'ir6i ' ' y'®'iu'`r ' ° y'9 °la`u ' ° °`i 'ir`a ' • y'9 'ir'u ' • y'("ir`u ° ,'`9 ir`u ' pyS 9r
~ a e r e ~ ~ r r ~ tlM r , . VV , , , , YV . , , r• , . MY , . VV , • d. , . VY PROPERTY LINE ?
511-59 ~ ' ' ~ ~ Z i #°,',,;<~t~° ASPHALT PATTERN
S11.1
~ r ~ ° ` ~Wi ~ GRAVEL PATTERN p
S11-60 ' ~W ~
• 1.61 . ° •r • , a' ° ~ 2 CONCRETE PATTERN o
S11.62 r 'r~, 3
, „ • o xV V 9 8 ' ,
~ . ° ~ ° R/PRAP PATTERN
.r ro a tl ,aa,:. ~ ~
au • i i tl ° X X- FENCE " b , "V'. 'a~l d J
S11-68 CENTERLINE CREEK /DITCH m f
5 ~ ° . ~ ~ S11-31 UTILITY LINE LINETYPE LEGEND: ~d N
S11.70 - " T MPORARY CONSTRUCTION EASEMENTS COORD I NATf~'NE OVERHEAD ELECTRIC / UTIUTY LINES °
~ - ~ FROM TO
~ a PI NORTHING FASTING PI P1 DIRECTION DIST. Q
S11.69 511-63 511-63 511-58 738148.2956 2039593.9730 511-58 511-59 S 80°39'42.16" E 98.68
• 1 1 f ' 511-59 38132.2833 2039691.3459 511-59 511-60 S 85°47'35.95" E 90.32 °
I 511-60 738125.6581 2039781.4200 511-60 511-61 S 84°20'30.56" E 32.12
• 11-14 ' . } ` " S 1- 1 738122.4912 2039813.3844 511-61 511-62 S 75°12'10.45" E 0.32
®41'13 ' S11.2 ~ " S 1- 738122.4096 2039813.6934 511-62 511-63 S 34°32'24.20" E 27.30 - ";.,;gtlp ~ S 1-6 738099.9228 2039829.1713 511-63 511-64 S 6°07'22.05" W 27.74
- - S11~
' ~ ~ s11-3z 511-64 738072.3422 2039826.2127 511-64 511-65 S 1°12'28.70" E 4.59 Z 0
~ • ~ ~ I 511-65 738067.7544 2039826.3094 511-65 511-66 S 33Q09~10.00~~ E 47.59 -
~ ~ ~ ' ~ ~ OL ~ ~ I 511-66 738027,9100 2039852.3360 511-66 511-67 S 65 05 51.30 E 12.81 W
• S11-4 S11~ ~ ~ , 0 J ~ S11-67 738022.5146 2039863.9581 °
~ ~ 0 o o ~ ~ o0
ROCK VANES J 00 ~ C Oo . "'I ~ -CHORD LENGTH SEE CURVE DATA SITE PLAN
o~ ~ ~ I 1
~
- _ _ - ' J rtl
4 s -64 i1.~ TEMPORARY CONSTRUCTION EASEMENTS COORDINATES > " 511-33 FROM TO N
. ~ .r
~ ~ S11.65 ~ ~ S11-15 11.65 P1 NORTHING FASTING PI PI DIRECTION DIST.
~ ' • ~ ~ . S11-27 738162.9601 2039597.2384 S11-27 511-28 S 80°39'42.16" E 97.17
. ~ ~ . ,tl S11-28 73814 7.1936 2039693.1166 S11-28 511-29 S 85° 4 7' 35.95" E 90.44
" S11-29 738140.5596 2039783.3113 S11-29 511-30 S 82°46'00.17" E 35.94 o N
~ ~ CONST CTED r ~ ~ 511-30 738136.0348 2039818.9622 511-30 511-31 S 40°25'53.87" E 37.78 - W ~ cn w N
R FLE . ~ 1 ° 1 °tl, S 738107.2752 2039843.4659 511-31 511-32 S 0°49'10.92" E 17.48 Z S ~ m ~ I
rrr . "~+atl 511-32 738089.7921 2039843.7161 511-32 511-33 S 5°11'41.67" W 18.50 0 ~ N w ro
' 511-33 738071.3675 2039842.0409 511-33 511-34 S 39° 03' 31.93" E 45.02 - ~ ° ~ ~ Z ~
` 511-34 738036.4097 2039870.4087 511-34 511-66 S 24 54'08.70" W 15.32 _ ~ e •p°; ` a Q ~ ~ LL
S11-6 S S1 Y'7•y , ° . ° . " ~ 511-67 738027.9100 2039852.3360
" °s
? ~ ' ~a~ a -CHORD LENGTH SEE CURVE DATA SITE PLAN ~ ~ ~
STA. 0 ~ ~ , . 11-16 11-16 , . ~ J = a a
N 738049. 190 ~ • ~ • ~ ` ~
x +i1E 2039684. $1 ? ~ . tla' . ~ .tla"
? ` S11~4 `
I I S11-7 ? ' ~ ~ ` ~ .`5` °
3
? o ? I S11.11 ~ . U Z
~.x ? r~ ~ ? ~ BENCH CUT I o'er , ? -6- ~ . _ ~ .tla' r.~.y. etla' .tla ~ ~ O
~ I ? Lx° e
. ~ I ~ ~ / 3116 ~ .gym , ~ V""` ~Z
o I ~ ~
A I ' o ~ . " ..tl tl. tla° , tlr" .tl ~ Z w
• 1
c ~ ~ ? ~ 1
+ ? a ~ ? • ~ 1 / ~ , , ; JENKS ~ ~ O
' o ~ - ~ TO CARPENTER RD ~ O C3
x ? ~ ~ ` a ~ ~ a~~
~ o ~ ~ ~ '
~ ? ~ • ~ ? ~
~''m., S11-8 ~ ~ ~ ' ~ ~
. x'' ~
o° • ~ ~ '
p z
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2 S11-10 ~ z ~
2 . O O
I ' ~ ~ Q w ~
3, OQo[
R/W C DINATES ~
FROM TO ~ w ~Q> T~>
PI NOR'`FH.ING FASTING PI PI DIRECTION DIST. ~
511-1 738127.66 2039754.9843 511-1 511-2 S 4°21'16.48" W 35.48
511-2 738092.2274 2039752.2905 511-2 511-3 S 63°21'46.00" W 20.01 3 o X20
~S 3 738083.2541 "2039734.4002 511-3 511-4 S 87°27'22.43" W 10.13 ! I ~ a eve n ~pU Cnz~ _ ~ ~ ~ZQ W~
511-4 738082.8044 2039724.2770 511-4 511-5 N 80°27 56.64 W 42.60
511-5 738089.8599 2039682.2694 511-5 511-6 S 19°22'56.30" W 42.23 Uc[O ~
511-6 738050.0272 2039668.2559 511-6 511-7 S 47°57'41.38" E 19.67 ~ W
511-7 738036.8525 2039682.8682 511-7 511-8 S 70°25'55.65" E 83.95 ~ ~ ~Uco
511-8 738008.7360 2039761.9687 S11-S 511-9 S 41°19'54.56" E 38.73 ~ o ~
S11-9 737979.6549 2039787,5457 S11-9 S11-10 N 47°45'15.50" E 27,99 ` w . ~ ~ 3 0
S11-10 737998.4719 2039808.2647 S11-10 S11-11 N 43°27'57.80" E 49.42
S11-11 738034.3383 2039842.2604
1 R/W COORDINATES
FROM TO
PI NORTHING FASTING PI PI DIRECTION DIST, ~ PLATE ,~m `,r NUMBER
511-12 738126.1355 2039774.9304 511-12 511-13 S 4°21'16.48° w 31.49
511-13 738094.7398 2039772.5397 511-13 511-14 N 84058'28.80" E 12.43 ~
511-14 738095.8286 2039784.9219 511-14 511-15 S 45038'23.14" E 40.90 SCALE IN FEET RW-g
511-15 738067.2325 2039814.1640 511-15 511-16 S 23006'18.61" E 25.09 10 5 0 10 20FT
511-16 738044.1559 2039824.0094 511-16 511-17 N 43°27'57.80" E 8.87 SHEET 61 OF 62
511-17 738050.5901 2039830.1079 SCALE: 1"= 10'
CarvSitel IR2-ROW.den i/31/2011 1:22:26 PM