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ID# 060687101 CODE: 40609 ITEMS: 4G f ~ L~e
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ASTORIA LANDING, JAMESVILLE, NC NC
CAROLINA .BEACH, NC I:~ ~s ~ E . C
MOREHEAD CITY, NC
t~'~TLAP~aaA4?D 5'tOR"t;6°~;;~7~k BRP~C~ ,
CEDAR .ISLAND, NC
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NC WILDLIFE RESOURCES C DEPARTMENT OF ENVIRONMENT ND STATE OF NORTH CAR S C H E D U L E O F D R A W f~ r. t
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C0.1 NOTES I:.,.
_ITION PLAN
C1.0 ASTORIA LANDING: EXISTING SITE AND DEMOLITION
C1.1 SITE IMPROVEMENT PLAN
C1.2 GRADING, EROSION CONTROL, A C1.3 CONSTRUCTED WETLAND -PLAN C1.4 BOAT LAUNCH PLAN AND DETAI ;OL, AND STORMWATER PLAN
'LAN AND DETAILS Y
DETAILS
C1.5 FISHING PIER PLAN AND DETAIL C1.6 LANDSCAPE PLAN AND DETAILS DETAILS
=TAILS
C1.7 EROSION CONTROL AND STORMY C2.0 CAROLINA BEACH: EXISTING SITE AND DEMOLITION >TORMWATER DETAILS t~
_ITION PLAN.
C2.1 SITE IMPROVEMENT PLAN
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C2.2 GRADING, EROSION CONTROL, A C2,3 DRAINAGE AREA PLAN ;OL, AND STORMWATER PLAN F
E.
C2.4 BOAT LAUNCH PLAN AND DETAI DETAILS
C2.5 FIXED DOCK DETAILS
C2.6 BULKHEAD DETAILS
C2.7 PUBLIC FISHING PIER AND BULK ? BULKHEAD. REPAIR DETAILS ~
C2.8 DREDGE PLAN AND DETAILS LS
C2.9 LANDSCAPE PLAN AND DETAILS ETAILS
C2.10 EROSION CONTROL AND STORMU C3.0 MOREHEAD CITY: EXISTING SITE AND DEMOLITION NORMWATER DETAILS ASTORIA LANDING
JAMESVILLE, NC
_I TI ON PLAN arfip
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C3.1 SITE IMPROVEMENT PLAN
C3.2 GRADING, EROSION CONTROL, A C3.3 DRAINAGE AREA PLAN COL, .AND STORMWATER PLAN
C3.4 BOAT LAUNCH PLAN AND DETAI DETAILS e~e CEDAR ISLAND, NG
C3.5 DREDGE PLAN AND DETAILS LS MOREHEAD CITY, NC
C3.6 LANDSCAPE PLAN AND DETAILS ETAILS. ~ "'y`
C3.6 EROSION CONTROL AND STORM C4.0 CEDAR ISLAND: EXISTING SITE AND DEMOLITION 'TORMWATER D TAILS ~ p ~ . E CAROL ~ l if_~C;~ ~
~ITION PLAN ~~o~
C4.1 SITE IMPROVEMENT PLAN ~
C4.2 DREDGE AND JETTY DETAILS ,I LS
C5.1 SITE AND UTILITY DETAILS y,
C5.2 NOT USED p`P ~ ~
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C5.3 NOT USED
C5.4 NOT USED CONSULTING ENGINES 3809 Peachtree Ave., Suite 1.02
C5.5 BOAT RAMP DETAILS Wilmington, NC 28403
Wilmington, NC sic 397.2971 ax
Raleigh, NC Website: www.Mengineering.com
/~~941-4CTT JOB 5818 DATE: 02-6-09

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/ / / OPERATION. CONTRACTOR / f-- \ ~ ! J SHALL RE-INSTALL UPON/ 1, 1
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DRIFTW00 MOTE ~ _ _ / ° C . • ~ f / & REST RAN. LL ! EXIST. ROCK .JETTY STRUCTURE \ 0 PER OWNER'S REQU.EST:' ~
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1~ is Jt r L E G E w~ GENERAL NOTES:...
( 4 • A_pa ;G ~ Ord" 1~ ~ ~ r ~ ~ x~, ~z'~ ~ 't ~~u • APPROX. 50' RIPARIAN BUFFER
- - - - - - - - - NORMAL HIGH WATER LINE 0.22' NAV088 1. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES ( ) IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.: nES~cNEO er: RAW
f' S - _ _ ~ ~ rot'' ' a r r ~ ~ - . . ,y JO ~ ~ 0 NORMAL.LOW.WATER.LINE. (-0,15'. NAVD88) 2. HORIZONTAL DATUM: NORTH. CAROLINA STATE PLANE NAD83 oRawrr ev: HWL
~ • - • • - • • - RIPARIAN CORRIDOR LINE - - _ PROPERTY .LINE 3. VERTICAL DATUM: NORTH AMER{CA VERTIGAL DATUM 1988 (NAVD88) QuAUtr coNT~sx: MTA
S8 , ~y;G~~ v ~h~~ ~ n „ ~ R ~ ~ ~ ~ DISPOSAL
1 ~ti_. ~ - ;;7 'AREA SITE x o V ~ CHANNEL MARKERS 4. PROPERTY. LINE LOCATLONS TAKEN FROM GARTERET COUNTY GiS. sca~E: NOTED • , r • _ DATUM CONVERSIONS NuMeEa: 5818
o SAND /GRAVEL oatE: 02-6-09
s s ~ -f--NORMAL H16N WATER. (+0.37° MLWj
0.22ft
v a-~ ~ st ROCK JETTY / RIPRAP NAVD.1ssa EXISTING SITE
0.15ft NORMAL LOW WATER {+0.0' MLW) CEDAR ISLAND
Alm r1J1 CONCRETE 0.84ft SHEET NUMBER: 1r NGVD 1929
VICINITY MAP LOCATION MAP J
NOT TO SCALE NOT TO SCALE Of t,~-W~'Jmm 4aj U4.0

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& REST--- RAN EXIST. ROCK .JETTY STRUCTURE GF ~ AREA TO -6 NLW
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- - - - - - - - - NORMAL HIGH WATER LINE (0.22'. NAVD88) GENERAL NOTES:
NORMAL LOW WATER LINE (-0.15' NAVD8$) 1. HYDROGRAPHIC SURVEY PERFORMED .BY GAHAGAN & BRYANT ASSOCIATES
- • - - • • RIPARIAN CORRIDOR.. LINE IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
- - PROPERTY LINE 2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 esic~EO e3v: RAW
CHANNEL MARKERS 3. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988. (NAV088) oRAam ®r: HWL
SAND /GRAVEL 4. PROPERTY LINE LOCATIONS TAKEN FROM CARTERET COUNTY GIS. ouAUrr ca~TRa.: MTA/JRT t ;.t: scAl~: NOTED
ROCK JETTY / RIPRAP ~NORMAI HIGH WATER (+G.3T PALW) FIB rvul~aeR: 5818
0.22ft DATE: 02°fi-09
NAVD lass SITE IMPROVEMENT
CONCRETE 0.15ft
° . . -NORMAL LOW WATER (+0.0' MLW) PLAN
j~ 0.84ft CEDAR ISLAND
L / J DREDGE AREA NGVD 1929 SHEET NUMBER:
C f* Ok A 1

. ~ ~ ~ - 3 ~ STEEL POST
~ >9 - A. ~ _ - ~ WIRE FENCE .GENERAL NOTES:
~ - zs. ~p 1. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES I
~ _ " ~ FILTER MEDIA EXXON ~ ~ k _ t.. ` GTF 100E OR IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. I I
1 ~ f~ ~y ~ . ~ ~ - ~ _ , - _ ~ A ' 2. HORIZONTAL DATUM:. NORTH CAROLINA STATE PLANE NAD83
MIN. 12-1/2 GA. 3. VERTICAL DATUM: NORTH AMERICA VERTICAL .DATUM 1988 (N,AVD88) ,n
_ INTERMEDIATE z~ -DATUM CONVERSIONS
- ~ , , ~ r WRES ~ ~ _
f _ N e~ Sip .NORMAL HIGH. WATER (+0.3T MLW) p~ 0.22ft
'i' W Z in° V,.. ~ - ~Q NAVD 1988
~ 0.15ft
~a"9Q NORMAL LOW WATER (+0.0' MLW) d
, ~ 0.64ft z NOVD 9929 ~
' ~ 5 -0 STEEL POST BACKFlLL & .COMPACT r~' $ e a
- ~ ~ ~ ~ U 8 TRENCH AFTER / ~E is ~ , ~ ~ ~ L~ . MIN, 4. U.N.O. ALL ELEVATIONS SHOWN ARE NAVD88.
` f~, ,p0~- PLACING FABRIC STONE. PAD A ~ f24P . CaRR . STONE. PAD AT SITE EXITS TO REMOVE MUD FROM. TIRES ~ 5. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT ~ o E
~,r . ~1~ P - INDICATED ON PLAN AS - SF - SF -SF- 1.) STONI ,.-F' 1~.Q~STONE SHALL BE 4 WASHED STONE 6° THICK HIS WORK. ~ ~ ~ ~ v ) # ( ) 6. DREDGE CONTRACTOR SHALL VISIT .THE SITE TO SATISFY. HIMSELF OF z w ~ ~ ~ c
~ > ~ `I(31~t 10 : 2.) THE I • ~'s t 2.) THE ENIRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR ~ z ~ ~ ALL EXISTING CONDITIONS. - cv ~
/ ~ ; ~ 4Y 1. WIRE FENCE SHALE BE A MIN, OF 32" IN WIDTH AND SHALL FLOW f ~ ) FLOWING OF SEDIMENT ONTO PUBLIC .RIGHTS-OF-WAY. THIS MAY z ~ ~ ~ 7. DREDGING lMLL BE BY MECHANICAL MEANS. et z v ~ ~
~ n r , ~ ~ HAVE A MIN. OF SIX LINE WRES IMTH 12» STAY SPACING. REQU ~ AND REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR ~ w Q z ~ ~ ron ~ ~cvty c AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 8. APPROXIMATELY 900 CY OF MATERIAL IS ESTIMATED TO BE = z ~ c ~
~ ~ ~ ~ , ~ ~ ~ ~ ~ . ` 2. FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB ~ • EXCAVATED BY DREDGING CONTRACTOR AND PLACED IN AN APPROVED o - ~ a~ ~ 3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE. SEDIMENT a ~ s ~n M M v
' r ~ . - . , ` TENSILE ASTM-D-1682 180 PSI. BURST ASTM-D-2263 3. WHEN / ~,r ~~~5"t~ AND 70 ON COE E.O.S. TEST. PRIOF OFF-SITE DISPOSAL AREA. ~ v = ~ PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE a ~ ~ E ~ ~ v
fa m .'.~3 th ~r r ~ DDNE ~ - 1 • Y . ` 3.) STEEL PO5T SHALL BE 5 -0 IN HEIGHT AND BE OF THE DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS 9. BOTTOM OF DREDGE AREA SHALL BE CUT TO ELEVATION -6 NLW AT w z - ~ ~ s
~ x'/ ~ 1NT0 _ ~ „ ~ ; _ ~ ` SELF-FASTENER TYPE. INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND WIDTHS SHOWN ON DRAVNNGS (BOX CUT METHOD}, ALIGNMENT"S SHOULD U ~ ~
~ ~.1 ' BAGS ~t ~ Fy _ w' ~ ) POSTS FOR SILT FENCE SHALL BE NO WIDER THAN ~ 4. STEEL BAGS, GRAVEL; BOARDS OR OTHER APPROVED METHODS TO PREVENT BE FIELD ADJUSTED AS REQUIRED TO PREVENT THE DISTURBANCE OF v M w
> ~ / - ~ ~ I / ' 8 APART O.C. WITH 41flRE BACKING. rr / ~ a i7 'i - 4. ALL SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH; OR WATER-COURSE. ANY MARSH GRASSES, EXCEPT AS NOTED OTHERlMSE.
~ - , f ~ ~ / ~ ~ ~ ~ k ~ ~ 5.) CONTRACTOR TO FlELD LOCATE AS NECESSARY TO CONTROL 4.) All SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO 10. CONTRACTOR SHALL TAKE CARE OF DREDGING SO AS NOT TC? OVERCUT
T ~ E r / tip. q ' SURFAC EROSION. e , R ~ ~ ---APPROX, 50~ PUBLIC RIGHTS-CAF-WAY MUST BE REMOVED IMMEDIATELY. IN DEPTH OR WIDTH.
. . • ~ CEDA ISLAND; NC i 11. CONTRACTOR SHALL FIELD VERIFY ALL DREDGING TO BE A MINIMUM OF
6 TEMPORARY CONSTRUCTION ENTRANCE EXCEPT as°IOTE somERWW ~R~~NY PossiBLEINTRU°soN sHALi~eEDS°
~:Y~` f NORM § • ~ / / H , \ ~ w= ~ ~ SCALE: N,T.S. S( , SCALE: N.T.S. BROUGHT TO THE ENGINEERS ATTENTION.
/ / / ~z , \ r ~ ; ' DISPOSAL AREA r~ , - ,
-~1s . ,
~ ~ _ DRE ,aa0 w ~ x V: _ • PROPERTY -DREDGE MATERIAL DISPOSAL AREA NOTES

oP V . n Y \ . ~ : , ?'1 ~ 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH . k FI LD CONSTRUCTION CONDITIONS
t 's. b I Q ~ ~ ~ ~ ~ ~ S<pp~ A: LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
~ F Y I` i`. f ` _ ` TO CONSTRUCT THE WORK.
y - a~. ,,h ~ ~4. ' ~ 7<' z r . k7e`.: ~ -i I I-ITi-i i ,-,Ti-,T-i I - =I 11=III=III=1 I 1=1 I 1=) (=I -I I 1=1 I }=1 =i 11= ~ 2• COMPACTION: COMPACT AS NECESSARY TO PROVIDE A STABLE .DISPOSAL
~ ~ iii-ii~iii-~~~ ~~i iii=lii_III_I~i_iTi ~ iII- Iii-iii. ~ II ca~STRUC~ION-, - ; t ~ , _ III- ~ t AREA CROSS-SECTIQN: FILLING & DOZER -TRACKING IN 8 TO 12
EN~'RANCE f t,r K ~ 0,,. ' ~ ;,-DREDGE MA7ERIA~~•. ` API ~ _ w : , ~ \ ~ PROVIDE 51LT FENCE APPROX. EXIST. GRADE LAYERS IS NORMALLY ADEQUATE. USE COMPACTOR ~ TESTING
' a ~~,o`, ; TRANSPORT ROUTE F OPE o oo. / AMPGRflUND , t, - TA I TANC \ ALONG TOE 0 SL PROCEDURES IF NECESSARY FOR.: A STABLE CONDITION.
o ~ ~ TO LDS E \ ' a ~ / ~ ' _ APPROX. 2,420 FEET`: o SAL AREA 3 CONTRA~TORFSHALL PROVIDERWIDTHS AND HEIGHTS~AS NECESSARY TO
• y ~ SCALE: NT.S. SUIT. THE RATE OF THE DREDGING OPERATION.
pl ' 4. SITE WORK CONSTRUCT10N SEQUENCE FOR DISPOSAL AREA:
` ~ ~'e4. ~ a 18 6 18' A. INSPECT SPOIL AREA AND REMOVE ANY DEBRIS FROM SITE.
2p ~ , . . 4 ~ +6° NLW B. INSTALL TEMPORARY SILT FENCE AS SHOWN. p o00
_ _ C. CONTRACTOR TO CONFIRM INTEGRITY OF EXISTING DIKES AND 1- ~
, ~ s ~ ~ .2p ' C4 2 LAYERS QF ARMOR STONE e (+5.85° NAVD88). MAKE ANY IMPROVEMENTS NECESSARY. SILT FENCE MAY BE Z N O cv
~ SILT. ~ 9 FENCE 1 TO 2 TONS PER PIECE W/ USED AS AN ALTERNATIVE TO" D?KE IMPROVEMENTS. U U I 509' MIN. OVER 1.5 TONS PER PIECE D. CONDUCT PRE-DREDGE MEETING WITH ENGINEER AND THE J ~ ~
N.C. DINSION OF COASTAL MANAGEMENT. CL ~ tD r
CORE STONE 100 LBS TO p- U (n W ~
/ / ;~r ~ EXIST. fi~ SAND _ 500 LBS PER PIECE W/ 50% E. UNLOAD DREDGED MATERIAL TO DISPOSAL AREA. Q ® r .MIN. DVER 250 LBS PER PIECE- F. STABILIZE ALL EXPOSED SLOPES V~TH SEEDING / FERTiLIZE:R. ~ I-- N ~
I " ~ ~ z~ r wt ~ REDGE DIKE A G. REMOVE SILT FENCE AFTER COMPLETION OF ALL EARTH WORK. ~ ~ ~ ~ I~
, ~ ~ ~ MATERIAL _ STORAGE yx. 0 q ~ _ _ _ ~ EL. 0.00^NLW 5. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN ~ ~ U j
7~, fi _ (-.15' NAVD88) 21 CALENDAR DAYS FOLLOWING COMPLE110N OF ANY. PHASE OF GRADING. ~ ~ ~ w ~
µ ~iM ~ / fi. CONTRACTOR SHALL PROVIDE PERMANENT GROUND COVER FOR ALL p O.- U_ ~
lyir `3+ J 13'x, +14. ~ b'Z` ~ DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS ~ > ~ ~ ) (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION j ~ W w N
a ac ` ~ r i v ` .r•-'
- r ,i r a~ n , - ~ u., EXIST. MUDLINE ACI1VITIES. ® ~ ~ cn U u7
D ED A A ~ ~ U) ~ _
? r - N w ~oWrn
SCALE: 1" = 200' (-6.15 NAVD88) ~ U ~ ~ Q
GRAPHIC SCALE 1 FILTER FABF `FILTER FABRIC 1' O Z ® aC ~ ~ 0..
200 0 100. .200 MAT STONE -MAT STONE 1" TO 2~ PER
PIECE 12" T PIECE 12" THICK LAYER
1 inch = 200 ft.
1N FEET W ~ ) - yPOSED ROCK JETTY ETENI
SCALE: 1 4" = 1'-0"
2 LAYERS OF ARMOR STONE MOR STONE
1 TO 2 TONS PER PIECE W ~ PIECE W/ ~
EXIST. JETTY 50% MIN. OVER 1.5 TONS PER .5 TONS PER PIECE 24'
CORE STONE 100 LBS TO TIE IN ®EXIST. JETTY .CREST LBS TO C4.203 Q
ELEVATION & MATCH SLOPE 500 LBS PER PIECE W/ 50% :CE W/ 50% ~ BS PER PIECE _ _ _ v _ _ +6' NLW ~ J
OF EXIST. JETTY MIN. OVER 250 LBS PER PIECE
(+5.85' NAVD88) OU~C
Z' 1 S ~ U
(pp~, ~ ® _
rn ~ H
• O o o Q o
O 0 0 ~ o0 0 0 - EL 0.00_NLW _ ~ N ~ O
0 0 { - o o 0 00 0 }OOOo ~ O ~oo~o~ (-.15' NAVD88) T r ~ ~
o 0 0. o 0 0 0 0 0 0 0 0 ~o o~~o ooDc~ooo ~ o
O C~ -3' NLW o O oo~ o~oa aooo ~ o
(-3.15 NAVD88) , ~ f ~ ~ ~ ~ ~ - - - - - - - - - - - - - ~ o 0 000 ~o J
- - _ - ~ , ~ ~ - - ~ _ o~oOoo EXIST.. MUDLINE Z ®F- ~
-6° .NLW_ _ W ~ O Q! tWY ,
~ - ~ ~ I I~~ I I-) I-„a I- ~ - - ~ 1, (-6.15 NAVD88) ® U Q
9 - MAT STONE 1 TO 2 P~R APPROX. EXIST. MUDLINE ~ O ~ ~C w
DREDGE AREA PIECE 12 THICK LAYER 0.. U U U
C4.203 FILTER FABRIC SEAL
SCALE: 3 16" = 1'-0» /
10' BETWEEN TOE C4.204 F XI T. J TTY & 0 E S E
CHANNEL DREDGING LEGEND PERMIT DRABNGS
61' 45 EXISTING NCDOT JETTY NLW NORMAL LOW WATER
AViGATiON CHANNEL DREDGING DREDGING FOR ROCK JETTY CONSTRUCTION N . ~ ° APPROX. 50' RIPARIAN BUFFER NOT FOR .
42' - - ° - ° NORMAL HIGH WATER LINE
• PROPOSED ROCK JETTY EXTENSION (0.22' NAVD88} CO~C'O\N
- • • ~ • • -RIPARIAN CORRIDOR LINE.
1$' 6' 18' - - PROPERTY LINE DREDGE MATERIAL TRANSPORT ROUTE
+6' NLW +5.85' NAVD88 _ _
1.5 o~ o PROPOSED ROCK JETTY / RIPRAP Des~cNED er~RAW
' 1 DRAU~ Br: 4JA/HWL
' EL. 0.00 NLW -.15' NAVD88 ~ EL. 0.00 NLW (-.15° NAVD88) :x:~ s ; r DREDGE STORAGE AREA ouaun coN~ROL: JRT
EL.O.OONLW(-.15 NAVD88) ------CZ.^__-__~----7_--- - ~ scALE: NOTED
APPROX. EXIST, MUDLINE
EXIST. MUDLINE Q DREDGE AREA FlLE NUMBER: 5818 "
- viii I l l l i l l I I I Ii I I I i I II I I Ii i I I i 1.1.111 I i I I DATE: 02-6-09
-6' NLW -6.15 NAV688 ' EXIST. MUDLINE III } I I I I I I I I I I I l L l11 1 1 1 1 1 1 1 1 1 1 1 i l l l -6 NLw -b•1 NAVU&S)
DIKE SLOPE DREDGE AND
GRADE AFTER FILTER FABRIC DREDGE AREA EXPECTED JETTY DETAILS
SIDE SLOUGHING CEDAR ISLAND
SHEET NUMBER:
SEE ENLARGED C4.204 C4.205 CROSS SECTION-DREDGE AREA
JETTY DETAIL C4.203 THIS SHEET SCALE: NT.S. C C` .