20081668 Ver 1_Site Plan_20081106

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Environmental Resources Section
November 6, 2008
Ms. Cyndi Karoly
Wetlands and Stormwater Branch
North Carolina Division of Water Quality
Mail Service Center 1650
Raleigh, North Carolina 27699-1650
Dear Ms. Karoly:
r

The Wilson Bay Aquatic Ecosystem Restoration Project in Jacksonville, North Carolina
(State Clearinghouse Project No. 03E-0074) is nearing the completion of the design phase and
will be implemented in the near future. To comply with commitments made during coordination
with the North Carolina Division of Coastal Management, we are providing two sets of 95
percent design drawings for your review.
In the Environmental Assessment and Finding of No Significant Impact for the project, we
cited General Water Quality Certification No. 3353, which has since been superseded by Water
Quality Certification No. 3689. We intend to implement the requirements of Nationwide Permit
No. 27, Aquatic Habitat Restoration, Establishment, and Enhancement Activities.
We would like your concurrence with our determination that Water Quality Certification
No. 3689 covers the proposed activities. Work on the project will not be started until all
appropriate clearances and permits are received. These plans are being coordinated with the
North Carolina Division of Marine Fisheries and North Carolina Division of Coastal
Management. A sediment and erosion control plan is being submitted to the North Carolina
Division of Land Resources.
If you have any questions or comments related to these plans or our determination, please
contact Mr. Stacy Samuelson of my office at 910-251-4480 or by e-mail at
[e-mail].
Sincerely,
W. Coleman Long
Chief, Planning and Environmental Branch
Enclosures
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B~ h~, ~om~,~~t CC Army Corps Pol
ly , , neieneon tuna ~ - WIL~QN B~~ AQUATIC n~~ o a
Calvary Cti "^aw.~, D Weiland Cf ~ng~neers
r
cou~ts ` / L~ ~ ~~i1l~~~~ ~ ~ school A Wi min ton District
HABITAT WR~ ~'i/~l~j~j ~I ~ c~ka~ ~~a~ w
~ ~ ~ ~
REST~RATION ~ _ i ' ~T IELD
G ~T

i A
BL n s~oo~ ~ ~ Y SU ~e~ i ~
SUB ' OPEC
Rav m ~ ~a
SUB' RO TS ~ ' , Lighthouse C6uc
Bioswale /Cons ' ~ STAI.Bp 2
WILSON
THOMPSON SCHOflL Wei Wilson Bay Pazk: itL BAY
Stream.DayligMing ~
CREEK t~REA o WEB . AREA
Ci~ m i.% Wikon Pazk South SUBPROJ~~TS ,u~
WILSON BAY AREA ~ ~ ~ ~ _
' ~W~Ip 3 S?NdP S - Wilson Bay Rack
SUBPROJECTS //~r Wil~B~. e = / sA~~ . ~ ' ~ SAV Bed
• ShBte et ~ r ~ Wtlson Bay Park / OFFICE of F~1CILITI~S ENGINEERING AND OPERATIONS
Suale/ ~ Bivalve.Beds-~ APPROVAL BLOCK
WILSON BAY AREA . ~ wa,soN ~ ~~,Ty , ,.-ate; ,
DP~1:
S1ViITHFIELD GRANT ~ I~ F~DD.
W1IBOll IeIelld ~ ~ WILSfJ
AREA SUBPROJECTS Z suBPxo~c~rs o wnson ~~~a BAY OP~I~.~:
SAV Beds o~~.~~ O~M~R:
AREA
~~I-~~~.
• c;ti~:
95% PROGRESS DRAWINGS Wilson Xe~XX~,e~r,X.~~.XXXA'e~nXnX,~Y~1~Yir~~C~'iC„Y~X
- FOR RENEW ONLY Bay rf X;~.XXXXXXXXXXXXXXi~XXXXXXX~XXi~XXX
. .Wilson Creek k XXe~'XXXX XXX XXXXXXXXXXXXXXXXXiS,XX
NAT FOR CONSTRUCTION sA~~ ~ .~/J CXX,~iXXXXXXX XXXXXXXXXXi~ iii~i~i{X ~~r~X
Pffi's Creek. XXX~X;~:~XXiKXXXXXXXX;t'XCX.•?~X`~'XX~XX
SAV Bed.. Bh7E SUAM!$SIDN
~.r~.~~
~ it ji iG8/C6; 0~~ ~ 95~~_SUBMISSiON
~ j) a;;~sic+~ p~,ns~H
- a~nstDEs ~ ? 7 ~ ~
7%%/ pF44siGN 3 ~ I t n f
REVISi9M1 h r~ i~ e~~r
REYSXI:c :
r~~ns~oro ; ~ . l.?
VIEINITY h^aP INDEX O~ DRAWINGS
DRAtiJING DRAWING DRAWING DRAINING
RAINI N a
OOO~~~ Co11 QS ~ NUMBER TiT~E CUMBER TITHE TLE
TAfLS - VFGET/;TlVE
OO~~ ~ ~ C 01 DOEMOLITION PLAN JPPER /~,REr^, TFIQMPSON SCHOQL CREEK At~EP C 28 DETAILS A 0 0~0 TAILS -AQUATIC
C 02 DEMOLITION PLAN LO'vVfR AREA THOMPSQI~f SCrI00L CREEK AREA L-O~ G!EGETATIbt i ~ C 03 DEMOLITION: PLAN WILSON BA`! ARF~ SUBPROJECTS L 02 VEGETA~NE Q , I II~~ PLAN - UPPED AREA - T~iO
. :MPSGNI SCHOOL CREEK AREA
~ETAT IVE PLAN• l 01~jER ARCH -...TNOMPSON SCHOOL CP,EEK ARE~i•
C-D~ DE~vOLITION PLAN VvILSON BAY 4REA SUBPROJECTS L-0.5 . VEGETATIVE ''t~ a~ C d5 DEMOLITION PLAN SMITHrIfLD GRANT AREA SUBPROJECTS L 04 JEGETATIVE a ' C 06 [~EMOLITI01~1 PLAN WILSO'J EAY AREA ~ETAT(VE PLAN ~tVIL SON BAY AREA SUBPROJECTS A~ iu~~
~ETATIVk PLAN ~+llI50N BAY AREA SUBPROJECTS ~,F,.~,~D~~,~y~~
L . _05 VEGETATIVE s` ` C `07 SITE PIAN UPPER AktA THOPAPSON SCHQOL CREEK AREA L-06 VEGETATIVE y _ _ ~ETATIIIE PLAN SMITHFIELD GRANT AREA SUBPRO,I~`CT5...
CETATIVE PL~;N V~!LSOl~! BAY AREA
' ' N C 08 S1TE PLAN LOWER AREA THOMPaON SGHOCL CREEK AREA L-07' LYBLES LAN v ? C 09 SITC FLAN 1NILSON BAS 4~EA SJSPROJ~t'TS L-08 BEACHUMS '.,y ~ C 10 SITE PLAN VdILSON BAY gREA SUBPROJECTS 3LE~ LANCSCAPING PLAN
ACHIlMS LANDSCAPING PL~,N
,~~'a C 11 SITE. PLAN. SMITHFIELD GRANT A4EA SUBPROJECTS
_
C-12 SITE PLAN WILSON BRY AREA F.~D~~~ rSUILPING_~1DDRE~>ST~
z C-13 STORMWATER, GRADING ,4ND t_P.OSIO(~l CONTROL PL/aN UPPER AREA - THOMFSON S.C. AREA
r C 14 STORMWATER GRADING AND ERASION ~JNTRC~ PLAN LOWER AR~R THOMPSQN ~ C AREA BUEI.DINGTADDRESS,~?_
Wilson
B8y C 15 STORMWRTER URADING. AND EROSION CONTROL PL4N WILSON BAY AREA SUBPROJECTS T7~ PRQJECT.~TITL~~_"~
C'-16 STORMWATER; GRADING AND ErOSICN CONTROL PLAN 44fLSON SAY AREA SUBPROJECTS PROJCCT.~T ITL.~. , r
G-17 STORMWATER;-GRADING AND EROSION 'CONTROL PLAN SMITHFIELC GRANT AREA SUBPROJECTS aweD pl;DJECP `ul~taert ~ r
C-18 STORMWATER, GRADING AND EROSION GONTR~~ PLAN - WILSON BAY APFA OF'i-~0_PROJcCT.~r}
C 19 PROFILES UPPER: AREA THOMPSON SCHOOL CREEK AREA n
C-20 PROFILES LOWER AREA - 'iHOMPSON. SCHOOL'CREEK AREA D~~~.-,~.~ DRAt~!NGCI ~ ! C
t G! I"Rl1~ILCJ IY~VVC~GI~RI JII~LCI JIlURCLIIYL Ur\IVC - VV!LJUIV L~HI h1CCCwH JUC~ muil:l l~ OR?WIFY'r"P6 A'Il
C-22 PROFILES - WILSON BAY PARK
C-23 PROFILES CALVARY CHURCH CREEK ~':GRKING SfAFI'
I .................~..,.....^........_.......1.~......` ...............r....~:,...,............................,....,...................,.................................,.,.. UCSIv'PIED BY GRAAq S' CN"eCNG4': F7Y
C 24 PROFILES SI~'IITHFIELD GRANT AREA ROJEC S
C-25 DETAILS - GENERAL ,JI r.
C-- 26 DETAIL. GENERAL

N RTES 4

WO SMALL BE UNDERTAKEN OUTSIDE THE DESIGNATED
DISTURBANCE/PROJECT LIMITS. :
2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE r~;,..._~- = ~4"-..r, i
CONTRACTOR PRIOR' TO COMMENCEMENT OF CONSTRUCTION. -NORTH ' i ~ i i ~ ? , ~,,,:i i," y"`., ' ` ff ' t . , U S Army C o r
CAROLINA GEOD IC U V I ~,.I • ~ ET • S R EY (NCGS) MONUMENT ON 6 UTILIZED AS . , . t: t f . PRIMARY VERTICAL ,BASE FOR RROJECT. ALL PROJECT ELEVATIONS ARE - r 4 1 ~ ' I of En ineers
I . " IN I A A NU 29. ' r~ ._~;~.r,, r ~ ~ , ~ r 1Nilmington District
' '3 TME' CONTRACTOR SHALL PROVIDE ALL ~tPPROPRIATE BARRICADES, f _ ~
BEFORE YOU OIG WARNING, :LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE , ~ i l
PUBLIC AT ALL TIMES. ~~r ~ ~
4. ALL` WORK SHALL BE UNDERTAKEN IN 'ACCORDANCE WITH APPLICABLE ~ r;; r ' CALF 1 800 632 4949 F -,i F t ~ it f I SI
LOCAL, ,STATE AND FEDERAL. SAFETY LAWS. t t ' N.C.. ONE-CALL 'CENTER' 5. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE ;LOCATIONS ONLY. ~ t~ r _ ! ; ~l ~ a L , ;
' ITS THE LAW ;i ANY DAMAGE DONE TO EXISTING `UTILITLES (WHETHER SHOWN ON THIS ~ ~`~"'•`~--°--V-~--------~- ~ ' . , 'I l , ~ ~ • , : 'k .
~ ,A , W r PLAN.. OR NOT SHALL BE-THE RESPONSIBILITY °0'F THE CONTRACTOR THE f ~ l" ~ / J ~ ~ ~ ,ti
CONTRA'TO C R SHALL VERIFY THE LOCATION Of AL L (TIES SH WN OR ~ ! ; , , _ fxts~tNG~ GuY ?o , L UT L ( 0 ~ XtiS~~NG~~ GUY'pOL~E ' > 1' ,q
~ f~~. . NOT'SH.OWN .PRIOR TO COMMENCEMENT' OF CONSTRUCTION. TO ENSURE ~ 1~ \ ~ ~ 1 ~ r ~ ~ ,
PROPER tO:CATIOEV 'OP UTILITIES" THE CONTRACTOR SHALL CONTACT THE F' Ir %S5 E0' 'q'tr •t.:.. PRELIMINARY PLAT .;t r:~;:~ r,:tl i ` , ti ,
NC ONE-CALL (8.00 632.-4949• AT LEAST FORTY EIGHT 48 HOURS ~ , ; ( NOT. FOR. RECORDATION , . r • r ; I !
PRIOR TO COMMENCEMENT OF -CONSTRUCTION. SALES; OR CONVEYANCES rv ~ p ;'t ` E~(ISTING_ 15. 18 & 4 r f I i I rt~'J ' , 71...: ~ t ~ : i ;r-'. OFFICE 11 f ;
6. THE LOCATION, PRESERVATION; REPAIR, AN0 REPLACEMENT OF_ALL , y v , r : ~ EVERTS' TO REMAIN t ; ~ ` ~-r- ~ F • INFRASTRUCTURE IS THE RESPQNSIBILTY 'OF THE CONTRACTOR: w-~ , I ~ ' l ' ' ~ l i ~ , ~ _ 1 ~ . BUILDING ~'~Y z ~ ~ ~ ~
7. THE. CONTRACTOR SHA L: VERI : I ,.,~t, ~ i` : r: ' ' ~ ° . r t. ~ L FY ALL SITE .CONDITIONS- :PRIOR. TO THE ~ ; l,: r. ~ f , 1 ; . . 1 . i ~ 1 0
COMMENCEMENT 'OF CONSTRUCTION AND- SHALL CONTACT.THE x w.~ '~.I; yn,,~,' ''~i' ~ '''•,1
CONTRACTING OFFICERS .REPRESENTATIVE IMMEDIATELY IF ANY r ~ t . . ~ <.ly I;
SIGNIFI T~ n.. ~ ~ ti CAN,. DIFFERENCES ARE FOUND. ~ , ,~=_,`--~t ~ ~ `t, t i r' 2~,w~`~'~~ , I I,1
8. THE° CONTRACTOR SHALL BE RESPONSIBLE FOR THE. REMOVAL AND , ~ a = n~ s ~;,,~,.,f lr ~ { ~ ;t
DISPOSAL -0F ANY INCIDENTAL ;ORGANIC AND CONSTRUCTION' DEBRIS...-:ALL ---t' r' ~ 4;Ili ~ 1 ' ' `
SHRUBS AND .TREES WHETHER >OR NOT SHOWN UN ES PEC1FICALLY • ~ . , t \ 1 ' J
NOTED ARE' T0. BE REMOVED WITHIN:. AR T ,,,y ,',r„ EAS 0 BE GRADED...' ~ t:'~~ ' _ \ t T 9. ALL: VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE` i' ~ t~„~` . t~'~ ; , .1~,~-
r ti, ~ t,t u ;..~ti , , ` 1 STOCKPILED FOR USE: AS EITHER STREAM CHANNEL STRUCI' RA ' ~ ~ " `w. t ~ ~ ? ' , 111 l
~ I l`il`t:, t x,, / MATERIAL 'OR AS "GREEN" `MULCH` AFTER CHIPPING. I ~ ~ , i 1 rte. -4. _ w ~ ~ ~ ~ !.i.r ~ t ~ ~ ~ ~ Ex1sr1~G~ ~ Uj ~ ~ , `°1 } + a
. 10. THE CONTRACTOR SHALL KEEP'THE CONTRACTING OFFICERS i , r _ ~ ':~.r . r CCNC~iEtE F,L'Ut~y E s" ~ ' ~ } ~ d
REPRESENTAT V I F t ~,',ti , . ' , \ , E N ORMED OF THE PROGRESS OF THE, WQRK AND ~ , , °l BUILDIN ;~w ~ ~ ~ , ;i 1
RE4UEST INSPECTION OF THE WORK ON A .REGULAR BASIS. rY ~ ~
11. THE CONTRACTOR: SHALL' NOTIFY:THE' CONTRACTING ,OFFICERS `\::l ` '`f' , f b o~~,/r,~..~..~. 1 1?r` - ~ i ~ XISTING FLU E~ 4Z . RCP,~&
REPRESENTATIVE ;4ND THE CITY. QF JACKSONVILLE AT ;LEAST r' ;c~~ , ~ t ~ r ~ `.w.~ , o/,r ~ ~r,.A' ~ \ , r RETAINING WL TO' REMAIN', ~
SEVENTY TWO (72) HOURS. BEFORE THE` FOLLOWING WORK GROUPS. - \ ! r J ~ t'~\ ~ ~ /Jr ' ~ ~ ~ ~ ?s'"" r~' LING w t ~ ` ~ m
COMMENCE; EROS..?ON .AND `S'EDIMENTATIO.N CONTROL SITE GRADING r ` I ~ , , , _ UCTU ES STALLATI : , ` ; - ~ STR R IN ` ON, AND -VEGETATION SEEDING .AND PLANTING: THE 1 ,
t r ~ r NOTIFICATION SMALL INCLUDE THE DATE AND'TIME- OF WORK' i{ , - ::,1
COMMENCEMENT.: , ; ~ .r+
' \ ~ 15,5:. \ ~ ~ 'r ~ << r 12. `SITE INFORMATION, PROVIDED BY CONCORD ENGINEERING & SURVEYING ~ : ~ ~J ~ f,~, 4F f,: ~ ,I r°. ~y I ~ ~ n o i s r ~ ; ~
CESI ; BARDEN ZANIER ASSOCIATES BLA ; `JOHN"::PIERCE & ; I ~ ~ „ y~ a f~ " r~.~
ASSOOIATES: (JPA);-CHARLES RIGGS & ASSOCIATES CRA ; HDR °~i , • ~ r,: ( ) \ ~
ENGINEERING, OF THE CAROLINAS _ HDR ;AND BLUE: LAND, WATER ;%r ; ,i ; ,i j ` i' ~ ,rr. , ( )
- INFRASTRUCTURE BLUE : ; f. ~ ) l'~\ - ~ ~ {
SANITARY~SEW R ~ , _ i J' 30° .RCP TO:`RE AIN ~ ~rl . ~ `
. , - CLEARING, GRUBBING, AND CLEAN-UR _ / ~ ~ /~1 ~ ~ ; ~f 'ti ~ ~ ~F r' ~ j z r a , J
REMOVE VEGETATION ONLY IN AREAS INDICATED ON THE. PLANS; VEGETATION TO , .t(,V r.~,,,_..:;.....s.._...i~(e_y r+~ i '};r:~!d%
BE PRESERVED SHALL BE MARKED AND ITS °DRIP .LINE PROTECTED WITH A VISIBLE W~''`° f , ,f, r~ + t ~ ~ ~`t1 d ~ ~ i~ ~ ~ ~ , i
BARRIER. CARE MUST BE TAKEN WHEN REMOVING. DEBRIS FROM. TWE DELINEATED r„r n ~ ~ ~ ~ ~ ~
WETLANDS AND DISTURBANCE MUST BE KEPT TO A MINIMUM..-.THE CONTRACTING , i , t ~ 3 r / ~ h. ; ~ _ } l,4 III i its - ~ ° t
` OFFICER'S REPRESENTATIVE: AND THE CITY OF JACKSONVILLE .SHALL BE' NOTIFIED ~ ~ ~ ~~2 : ~ T,!0MP50N SCH E r i% : " ,v,~ / ; 2 - ~ A ~ J~
THREE (3) .DAYS PRIOR TO ANY CLEARING, GRUBBING, CLEANUP, OR DEBRIS PLAYGROUND/ ~a ' , %/.i; ~'f r . ~ REMOVAL. ALL DAMAGE TO WETLANDS SHALL BE RESPONSIBILITY OF-'THE ~ ~r , ~ - ,C
CONTRACTOR-'TO REPAIR AND REW NT WITH ' P : rF r ~f ~ ~ r~ LA A PROPRIATE VEGETATION: AS ° tit"z.
'DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. ~ ~
< t'",^ ,j ,r, f
,.r / , ,r , j" ,
if ~ l1 ~ ~ ' l/`- - ,
. ` _ ~ j /
r '\W.~ ~ t I
- r,~ r f r R "OVE FENCE }4 REMOVE, ASPHALT ~ i ~ ~,r 1 r FENCE ~ '~;,.J / ~ 4 A t E ~ 'Y
I, j i , ;;;r--_._.---..___.,~;1 & WALK Y -BRIDGE 't . i'r l~• I r: ~ ~ ~ ~
, r` . ~ ~ i W~~h ~ ~ ~ ~.'s.~_.-~.^...~"" ' .GA .per .
f , ~ : .r"+. / / ! 1~.Ja Il ~ u. "^'_^-.-..._.._..-.+.'..J .i~~ri =_x.,1.1 ty /I ~ /t r~~:;/%~ ~ (y(~~J ~ / ~ ! f--
y , , ' - _ , l .....rM__..._w. / l.,` - ^,~3' j . it ~ f~ ;a . \p,? ~ / ?t '
, ,1,/ ' ~ ; ~ ti : # THOMPSON SCHOOL a ~=x"13' ~ >'Q•/ ~ Z QP I ; , t t ~ f~~ rr f ,,'`~,~Ir,-`_ ; ~ ~ ~ SYMBOL .LEGEND
_ ;,t >t soFTBALE FIEEO 1;~-.t.,, ! ,r r , w - j R[~3 `ti,611 r 7 ! ` `1 l ~ 1 ~ ' ~ ; - P;4VEMEN7 u:~ !r + } { f ~
; ti = 3.33'. .t t 1 r \s ~ ~ - - I JJ i ~.~'P`-,._.. i ~ j f i _ 7': i
(?11t=3;83'' /1 ; '~r ..~>:i' j: ,~~i , . ,r` J h tt` ~ r LIGHT POLE ~
!r. ~ i 'k~~ 1 . w~f.. ~ in/r~t~`'~~' ~ ELOCAT,E _.._.v.i`~ ~ ~ ~~~rr. ~ i I 1 - ; r ~u ~ r r~ Q ~ / ! i f/ . jr . _ 0 / ~ UP UTILITY POLE r'"
SHRUB ED r '
, r ~s~ ~ : 15 ?RCP ,I ' O % r a. a n . ~ ..'1 . - : i~ - -.:L..:w . gt; _.....}...r r 1J, r ; i.'Ir: ~ lit o : . .W.. - • ; ~ ~ ~ >/~,C SS SANITARY SEWER MANHOLE N
d.: w.. °55 r"5S SS n - - ~i,'^ ,.Nil ~ . .'i -PR :$Ol ~,.~;:,'-`'_'_`r,,~" , . 30 RCP SANSW.R {EXPQSE st .r w_. , ~ r '
i ~;r---- OVERHEAD UTILITY m

: v _ 4. , 1 r" " , -/..~--.x. '"...rte .w..-.1~,i ' i SS SANITARY SEWER LINE
` - ; yE FENCE. ~ ~ ~ ~ ! ~ ..~__r ' - ~ REMOVE' ASt~HA~T , W_.. ; , ,r " ~ ~ / ; WALKWAY W WATER LINE o,
; „ '
- a x CHAIN LINK FENCE
f ~ _ . N, N C=
• r « ...r n ~ : 'FEMA FEMA 100-YR FLOOD u~
_c..-_ - , / r - : , ^'U' r,. ~ = N
- r. - ~ r 404 WETLANDS
. , 1• i ..:v 'ter. , i
r ~ - r ~ , i. .:.n,.,..,i....•. ~Q~ UGP UNDERGROUND POWER LINE
.r / - ~ r'
, , ,PROPERTY LINE
r _ ~ r t ' 40 0 40 8d_ ~ - PROJECT BOUNDARY ~ Q
r I y ? 1 1/ . , SCA SCALD: 1 »=40' - EASEMENT Q W
'-x.3,;.:1 frl t ~ f ~t 1~ ,r., ~ . } /Tl, ' _
f , ~ D. / i ~ r rr.+."`. ..,.•r-""~„°.,`*e --r" Jam,,,,..... ;t 'r 1 , ~~(i 4 2 '.....r.+"_ r~ i _
/ ~ t , 1 , r N~+. , : - ~ - ' - EXISTING CREEK CENTERLINE ~ Q ~ U Q w
I i : f mow...!' itf 7 i. f l/ r°.._'...- `^...-._...._•-.,....r ~ , "A y l7~ ~ , it py' i , ~ ~ ~rr~ l t .'.0 d ~ w !Z.
~ ?5% PROGRESS D~tA:WINGS SD STORM SEWER m ~ J Q O
pp ; , } 0:. IIt 1 ;I~r 1 i i ~ ?t ' ~ i ~ - ~ - i - \w _ t" ~ ; - z Q p oQO O_~
r (?'1. .,,,,Ii t : it t I + I . ~t ~ S ~ r- ( +k 1 . , FOR R~VIE Y~ 1' lhI LY DEMOLITION ~ Q ~ U J ~
/ I. ~r1. I~'i 4 i~ a r I .,rr"``-«...r'~~r~ - ` ! 4 i . 3 t ~i ~ ~ iti ' ~ i , i ~ l'"~ ''y Y` i .rf~ ~ ~....V~ ...r.:.._.,. -
l~ 01 FOR.' ~VlV ?JTRU .~T~U~ - - EXISTING CREEK CENTERLINE ~ ~ Z ~ ~
d O© ~ ~
1 ~ C i; ~ : ~ I I ~1 ~ o' ~
, ` 5t I ~ ~ S r <~'r 1.
J ~ , ' % J > W ~ , O
' t ~ 1. - r ~ ~ "~~w.!/I .j ,t r , j i p I. _ _ _ . f~.r • ;r/ . ',,y , c l---
, r ~ .~w
- - _ ~ /
MATCHLINE -FOR CONTINUATION. SEE C-02'
TNnA~pcn~i r' r~Q~~~ IIDDC'D AC:A Sheet
reference
SCALE: 1 " _ 40' number:
x--01
Sheet of.

NOTES
MATCHLLNE FOR CONTINUATION SEE C-01 N ; ~
- _ _ ~ . t : 1. : > , ~ { ' 1.` NO WORK SHALL BE UNDERTAKEN OUTSIDE THE "DESIGNATED „
DISTURBANCE PROJECT LIMITS. _ ~ ~ a,, ~ _ I ~ , r 2: BENCHMARK I:OCATIONS AND ELEVATIONS SHALL`BE UER.IFIED BY`THE Y ~ ~ + ~ • ,
CONTRACTOR PRIOR TO COMMENCEMENT QF CONSTRUCTION. NORTH ~ . • ~ _ . US Army Corps
'f/' t/~ 't CAROLINA GEODETIC SURVEY (NCGS) MONUMENT ; ON 6 UTILIZED. AS ~a k :r I ~ + of Engineers
~1 + t t:l t ~ PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS: ARE , ' ? , ' ~ ~ , , Wilmington District •
I s.a r J. ~ INDICATED" AT NVGD29; ~ Ir.: I' J ~ I ~ ;
1 ~I . ; I ~ c 3:-THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE .BARRICADES; I ` .I , I 1, ~ , ' ;
. WARNi:NG LIGHTS, AND WARNING SIGNS TO ENSURE'THE SAFETY OF THE i I ~ , ~ ~ I , ; , L
PUBLIC; AT ALL TIMES. ~ ~ • , r i \ I~ 4, ALL .WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITM APPLICABLE - I~~ : I ~ ' 11 ' ' i,. a `'tip 4O 0 40 80 4
LOCAL; : STATE, ;AND FEDERAL SAFETY` LAWS: I w.~ , : ,
i l 5: EXISTING UTILITIES ARE SHOWN IN `THEIR :APPROXIMATE LOCATIONS ONLY: V RI I i` 4 I ` SCALE 1 „=40'
i" ANY DAMAGE DONE TO EXISTING UTILITIES: (WHETHER SHOWN ON THIS ~ I, I ; ~ yl ' i _.i' o ~ .
PLAN OR NOT) SHALL BE THE RESPONSIBILITY OF THE .CONTRACTOR.; THE ~ • !I! ~
\t i y 't ~ h ~ ~ l'_' ~ CONTRACTOR SHALL VERIFY,THE LOCATION OF ALL' UTILITIES SHOWN OR ~ ~h: ~ I ` ~ ! ~ I 1 ~ ~ ~ ,
~ ~ NOT SHOWN) PRIOR" TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE I ~ '~I I ~ t
- PROPER LOCATION OF UTILITIES, I : ~ `'a t ~ THE CONTRACTOR. SHALL CONTACT THE ~ " '
NC ONE-CALL'(800/632 :4949) AT LEAST FORTY EIGHT 48 HOURS i ~ ` . ,
` PRIOR TO COMMENCEMENT OF CONSTRUCTION. I J ~ ~ + , ~ ' `t, t 6:_ THE LOCATION;, PRESERVATION, REPAIR, ANQ REPLACEMENT OF-ALL ~ ~r--~;. i ; t, I ~ : ` ' << o ~ _ .a
INFRASTRUCTURE IS TWE RESPONSIBILITY OF THE CONTRACTOR..,. {I f~~- ~ ~ ' SYMBOL LEGEND H
7: THE :.CONTRACTOR SHALL VERIFY ALL ;SITE CONDITIONS PRIOR'T0 THE... I,; I ~:t . ` a.
COMMENCEMENT OF CONSTRUCTION `AND SHALL CQNTACT THE , ~ ~ ;i; , fit,-. - . ; , ` + ,~~w;~:._. ~~w , _ ~ E; i is t.., ` , ~w.~..
CONTRACTING OFFICER 5 REPRESENTATIVE: IMMEDIATELY IF ANY ; I , • , J~ . ~ 1 : ~ I f ~~'t ~ LP ~ LIGHT POLE
SIGNIFICANT DIFFERENCES ARE FOUND. L I ;f` F. 'ti. I 't. i ~ t.% i
• ';1. ~ I 8: THEN CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND ~ + DISPOSAL OF ANY fNCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. ACL I u; ~ . ' ~ ~ ~ ' \ ~ I 1 UP ~7 UTILITY -POLE
' SHRUBS. AND TREES WHETHER OR NOT SHOWN- UNLESS SPECIFICALLY ` ` v' i " + Imo, ` ' 'i
( ~ ~ 1,~: ESVDEf~1C~ i, , , OTED ARE TO BE REMOVED WITHIN AREAS TO BE GRADED. : ,~li ~ ~ i ~ i , ' o ~ SANITARY SEWER .MANHOLE ~
, y , Rl s 1 9. AlL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE ; ~ ; Nt : ~ , ~ OVERHEAD UTILITY a
I . ~ ~ i ~ m4 ~ r ~ STOCKPILED FOR USE AS EITHER STREAM CHANNEL STRUCTURAL ; n ,h , Iti~~ ~ ~ {
' MATERIAL OR:. AS "G.REEN" MULCH AFTER CHIPPING. ~1 ~ ~ \ s, ! ~ , ` ' ' ~ 'i . ~ p - SS SANITARY SEWER -LINE ~ f••..,, \ F \ ~
1'0: THE CONTRACTOR SHALT: KEEP THE CONTRACTING OFFICER S x~ ~ ` ti ; '
'REPRESENTATIVE INFORMED: OF THE PROGRESS 0~ THE WORK AND ~ ~ ;i ' I : ~ \ ~ , ; t ~ t ~ ~ W WATER LINE ~ o -
`RE VEST :INSPECTION OF THE WORK ON A R Thomn5011 \ ; . r Q EGULAR BASIS: SCh001 .
11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICERS ~ ~ ; ; ' \ `t., ti ~ , f, . r Fl ~ sl ~ , , ~ . 4`~~ x CHAIN LINK FENCE
.:REPRESENTATIVE 'AND THE CITY OF JACKSONVILLE AT LEAST. ee Od a1T1 . ~ ; ~ ~ , ~ P . SEVENTY-TWO, (72) HOURS BEFORE TWE FOLLOWIN. G WORK GROUPS Q m t '~p , ~ / 1 • ~ 3't, ; 'k'~, 1 FEMA FEMA 100-YR FLOOD
C eanu -COMMENCE: "EROSION AND SEDIMENTATION CONTROL .SITE GRADING ~ !,I ~ 1 ~ ' ti
I ~ ! ~ ~ ~Y~ , STRUCTURES INSTALLATION, AND VEGETATION SEEDING AND PLANTING. THE _ I ; ~ J;- \ , c~ ,,RESI,DEro( z 40.4 WETLANDS. 3
Reve e~ati ~ ~ _ t ~ NOTIF CATION: SH , I TH AT g Oil , . , ~ ~ I ALL NCLUDE E D E AND TIME OF WORK W. L , ` 1 .
COMMENCEMENT. ~ UGPw-~-- UNDERGROUND POWER LINE W a
12: SITE'INFORM TION PROM OR I it ~ \ A AED BY CONC D ENGINEERING & SURVEYING . I ; ,I
CESI ; : BARpEN LANIER & :ASSOCIATES B:LA ;JOHN' PIERCE & - ! ~ ~ ~ ' ` ; , 't ;L ~ PROPERLY LINE. ~
- ' ASSCCIATES JPA ; CHARLES. RIGGS' & ASSOCIATES CRA HDR ' ' ~ . I ' ! I ; \ ~ i I x: I ~ ~ , , , , •
ENGINEERING OF THE: CAROLINAS (HDR); .AND BLUE: LAND, WATER, zl ~ ~ ~ `j! - PROJECT BOUNDARY-
INFRASTRUCTURE BLUE . : ~ c,~ l ~ ± 1,. ,Y\,\ t, .a ! k i 't , t fir, ~ I ~ ~e ' ~ ~ EASEMENT
~ , ! ,acv'
CLEARING GRUBBING AND CLEAN-UP ~ I ~ ~ ~ 'p I - EXISTLNG CREEK CENTERLINE
REMOVE VEGETATION .ONLY IN AREAS INDICATED ON THE PLANS. :VEGETATION TO ~ } . f l f, 5;~~ y
BE PRESERVED SHALL ,BE MARKED. AND ITS, DRIP LINE PROTECTED WITH A VLSIBLE I. ~ ; ' ; ~ ~ ; i„ ~ ,I •--y- SD STORM SEWER ~ ~ ~ !
BARRIER: CARE MUST BE TAKEN WHEN REMOVING DEBRIS FROM :THE DELINEATED: ! ~ , ; ~ ' ~ it + I 4 I ~ ~ ~ /a i i 1 ~ ~
WETLANDS AND DISTURBANCE MUST .BE KEPT TO A MINIMUM. THE CONTRACTING ; i i i ~ DEMOLITION
OFFICERS REPRESENTATIVE ANQ THE CITY OF JACKSONVILLE SHALL BE Ngl'IFIED ` I~~ s j ? ~ r' ~ , ~ , t y~,~ .
- THREE 3 DAYS PRIOR TO ANY CLEARING GRUBBING CLEANUP QR DEBRIS ' C ' ~ ~ r` . ~~`,v `~s ' ~ O ~ ~ ~ ~ . ~ , ' REMOVAL: ALL DAMAGE TO WETL4NDS SHALL BE RESPONSIBILITY OF THE I ~i' I/; t li~ o
1 ' ~ t ~ r'"~ v ' CONTRACTOR 'TO .REPAIR AND REPLANT WITH, APPROPRIATE ~~VEGETATION ~ AS~ ~ t . ~ ~ ~ ~ ~;~r r"~~~~+
DIRECTED BY THE CONTRACTING. OFFICERS REPRESENTATIVE: i .r ' i . i 1. } ~ ~ '+.1 t rn
I / st I 1 I 1 I `I ;y FEMA .100=~fi''°, ~ ~ ,,t - l I 1 `l,
FLOOD ELEV: 4. 06 t i t ~ 1 ~ ,t ;
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number:
THOMAS. S HOOL,.- --Q-REEK L-OWER AREA AREA C-02
SCALE: 1 " = 40' Sheet of

a ! / ~ • ; / t f
'1, ~ t I't, 4j i' J i ? OVE ~ STING 1'1' j ~ f
NOT - _ ' , ~ , : . r !
CLEARING GRUBBING AND CLEAN-UP ~ /r 1-`''.
1. NO WORK SHALL BE UNDERTAKEN OUTSIDE `THE DESIGNATED ' • i ~ i ~ J REMOVE VEG A ~ ! ~1 it ~ i, ~ ~ Resl ENC~ r~ , r 1 •h J,:
)ISTUR$ANCE PROJECT LIMITS; ET TION ONLY IN AREAS IND#CATED ON THE ;PUNS:. VEGETATION: T0, ~ ~ , ~ ~ ~ ~ ~ i r BE PRESERVED SHALL BE;MARKED AND Il'S DRIP LINE?PROTECTED WITH A VISIBLE. ' 2. BENCHMARK LOCATIONS AND:ELEVATIONS SHALL BE VERIFIED BY THE ' - ~ 'f ~ ~ ( It i ~ ;l rc~, ~ r~, US Army Corps f ' - j, ~ ~ ~~1; t a° ~r, ~ t ~ . , ~ ~ r of Eng~ne,ers
: I T BARRIER. CARE MUST BE `TAKEN WHEN REMOVING DEBRIS FROM THE DELINEATED : , ,--1 CONTRACTOR..PRIOR TO COMMENG.EMEN OF CONSTRUCTION. NORTH C ,
WETLANt)S AND DISTURBANC T B KEAT TO A MPN'IfvE ! + \r ' EMUS E UM. THE CONTRACTING ~ , 1 ''CAROUN~4 GEODETIC ,SURVEY (NCGS) : MONUh~ENT ON 6 = UTILIZED ;AS ~t. t ~ ;,I }y { 'rl ~y! ~ ~ Wilmington District
OFFICES S REP `PRIMARY'VERTICAL BASE FOR'PROJECT. ALL PROJECT ELEVATIONS ARE RESENTATIVE AND THE CITY OF JACKSONVILLE SHALL l3E NOTIFIED " / , G ; / I
THREE ~ • : INDIGAT,ED AT NVGD29. , ~ DAYS PRIOR TO' ANY CLEARING, GRUBBING,. CLEANUP, OR 17EBRLS' _ ~ , : , ,f I' , . /
3: -THE :CONTRACTOR SHALL PROVIDE ALL APPROPRIATE. BARRICADES REMOVAL.:; ;ALL DAMAGE TO WETLANDS SHALL BE RESPONSIBIUTY ,0~, THE , - ~ ' 1 - 1 \ , , , r
WARNING LIGHTS, AND WARNING SLGNS 70 ENSURE THE, SAFETY OF THE CONTRACTOR TO,:REPAIR' AND REPLANT -WITH APPROPRIATE VEGETATION AS ' l; ~ 3~ PUBLIC AT ALL TIMES. DIRECTED BY` THE CONTRACTING OFFICER''S REPRESENTATIVE. ~ m: \ - ' r ;1
' 's ! i ~ ?r ' l 4, ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE r , ~
~ l LOCAL, ,.STATE, ANfl FEDERAL SAFETY LAWS. . ,
,.r.. S: EXISTING UTILITIES ARE SHAWN. IN THEIR APPROXIMATE LOCATIONS ONLY:. ' ' -
:ANY DAMAGE DONE TO EXISTING UTLLITIES WHETHER SHOWN ON `TI-115 fj , , ~ t ~ ~ Q.} ~~r' I ! ~ l ~ ~ , ~ ~ ~ _ ~ ~ ~ + .
PLAN 'OR T T r~\ \ NO SHALL.' BE HE RESPONSIBILITY OF THE CONTRACTOR. THE r f r~ , . ~
CONTRACTOR SHALL VERIFY 'THE LOCATION OF ALL UTILITIES SHOWN OR t ' ~.1, , j . REM01iE E~ISTI~IG 5TR4fCTJi ,i' ~ r.
SYMBOL. LEGEND: ~ 1 NOT SHOWN),PRIOR TO COMMENCEMENT OF CONSTRUCTION; TO ENSURE 1~`\ r ~r r
PROPER LOCATION Of UTILITIES, THE. CONTRACTOR SHALL CONTACT THE : r ~ ~ ~ ?RO~~c_r I , . ~ . nor
NC ONE-CALL (800/632-4949) AT ;LEAST FORTY EIGHT (48) HOURS , ` ,l / r. _ _ PRIOR TO COMMENCEMENT. OF CONSTRUCTION. LP LIGHT POLE • , ~ k ~~f`~ ~ ~i _~F~ } fay ~ (
Q~ , 6. THE, LOCATION;. PRESERVATION; REPAIR, AND REPLACEMENT OF ALL
1NFRASTRUCTURE IS ?Hf RESPONSIBILITY OF THE CONTRACTOR, UP '~7 UTILITY POLE -
7. -THE CONTRACTOR SHALL VERIFY ALL SITE 'CONDITIONS PRIOR TO THE i \ r !~'y \ ..6 p ice.. i, ti ~~.,.4 N' 1 yr
, "COMMENCEMENT OF ;CONSTRUCTION AND SHALL CONTACT THE 5 SANITRRY SEWER MANHOLE.. ' ~ / ~
CONTRACTING OFFICER'S REPRESENTATIVE IM~fEDIAT LY IF `ANY ~ E ,r f I
SIGNIFICANT DIFFERENCES ARE': FOUNl7: OVERHEAD UTILITY 40; 0. 40 80 ~ 1' / > , 8. THE CONTRACTOR SHALL BE RESI?ONSIBLE' FOR THE': REMOVAL AND
i' ~ ~ y ~ DISPOSAL OF ANY INCIDENTAL`'ORGANIC AND CONSTRUCTION.; DEBRIS. ALL: SS SANITARY 'SEWER LINE SCALE. 1 40 , 4:r: {/`f~ / 1 r h y' 1 ~ • 1 ~ ~ t
SHRUBS AND TREES (WHETHER OR'NOT SHOWN UNLESS SPECIFICALLY )
~ 1,' NOTED) ARE TO BE REMOVED WITHIN AREAS: TO' BE, GRADED. W WATER. LINE. ~ _ ~ ~1
, 9. ALL VEGETATIVE HALTER REMOVED DURING CON51'RUCTION SHALL BE i " P ~ r ~
' ~a STOCKPILED FOR USE 'AS EITHER STREAM CHANNEL ` STRUCTURAL x CHAIN IJNK FENCE - ' i - I n n - 1 : ! ~ ~ EC1 8 r` ~ p ; ~F`- `
MATERIAL OR: AS GR£lN MULCH AFTER CHIPPING. ' i.; ~ ~
FLMA----- FEMA 100-YR FLOOD ~ 1 D. THE CONTRACTOR SHALL K EP THE CONTRACTIN ` OFFiC R' ~ I E G. E S ~ - ~ . r 1. ~ ~ ~ ~ ,
REPRESENTATIVE INFORMED OF THE: PROGRESS OF THE -WORK ANl) 404 WETLANDS< ' . p
REQUEST INSPECTION OF THE WORK 'ON A 'REGULAR BASIS: B~Fo~ You o~~ a ee 1.1. THE CONTRACTOR.,SHALL NOTIFY THE CONTRACTING OFFICERS =>f
REPRESENTATIVE: AND `THE CITY OF JACKSONVILLE AT LEAST UGP-"` UNDERGROUND POWER LINE:` k r t 1 ~ ~ j ~ 1~ t ~ ~ v~ v ~ t: l~ ' e 1 L„ , '~i ~I it ~
swa e , ~ ~ SEVENTY.-TWO ;(72) .HOURS BEFORE.-THE t=OI:LOWING': WORK: GROUPS
' ,:CALL't $00 63~-4949 ~ ' COMMEN. CE:.EROSION AND SEDIMENTATION CONTROL' SITE GRADING PROPERTY LINE ,NC oNr_~cAU CENTER ~ e ; an S ~ . ,
STR'JCTURE5 INSTALLATION ANfl VEGETATION SEEDING AND PLANTING. THE ITS THE .LAW ;
NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK ~ - PROJECT BOUNDARY . • ~ r i ~ ~ 1
COMMENCEMENT: - > , ~_l •a r- E~ i ~ i ~ s i f SFJaL INLE7~ i• ~ ~ 0 0
12: SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING - - - EASEMENT ; 1 f , . i ~,I -
CESI ; HARDEN ` LANIER & ASSOCIATES BLA ; JOHN PIERCE & , ~ ASSCOIATES (JPA); CHARLES RIGGS & ASSOCIATES (CRA) HDR ~ ' - EXISTING CREEK CENTERLINE
„f j , . ~ i A L SIN RY PLA T ENGINEERING OF THE' CAROLINAS HDR ;AND BLUE;. LAND,: WATER, " \ ~ f . ~ f REM,OV£ 1;2'; SECTIOM~ AND ~ ~
NOT FOR: RECORDATION ~ , INFRASTRUCTURE (BLUE). - SD STORM ':SEWER SALES,` OR CONVEYANCES t ; ' 'j / ~ p r S~AL'•;ENDS NfITJ•I CONC ATE ~ ~
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i,::...,.~' ! ~ 1 MOVE. E?(1$1'INa ~F; ~~~+'sr--., , . ~ 3 ` f~.~.~°' ,PIPE SECTION:, 4~ 1~`'..-~ ~ ~'d~=~;; ~A + r rl f . ~ BUILDING, I 1 SFM ~ . ~.w__
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• 1 ~ , , 4 ~ • /Wetlands
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y r~ rtr~: r reference
- number:
C. -Tr
U-R Kx-E -K LARY R H GREEK.
SCALE: 1 " = 40' C-03
Sheet of

NT 0 ES I i
IiA~ I'
1. N0 WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED
SY DISTURBANCE.. PROJECT LIMITS: MBOL ~ SYMBOL LEGEND uS Army Corps
2. ,BENCHMARK LQCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE of engineers
CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION, NORTH.
N ' EY M ~ TI CAROLI A GEODETIC SURV (NCGS) ONUMENT ON 6 U L ZED AS Lp LIGHT PO ((~~c p Wilmington District LIGHT POLE ,75% ROGRES~ DRA ` GS
PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS ARE INDICATED AT NVGD29: UP .C7 UTILITY PI UTILITY POLE
3. THE CONTRACTOR SHALL PROVIDE ALL; APPROPRIATE BARRICADES;
40 0. 40 80 . WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY: OF THE SS SANITARY. FAR REVIEW o~Ly 0. SANITARY. SEWER MANHOLE a
PUBLIC AT ALL TIMES.: _ T a
SCA , 4. ALL WORK; SHALL BE UNDERTAKEN IN :ACCORDANCE WITH APPLICABLE LE. 1 -40 / ~i OVERHEA[ OVERHEAD UTILITY NT FOR C~NSTRUCTN ,w
. LOCAL, STATE, ;AND FEDERAL SAFETY LAWS. _ ' B
5. EX'ISTING` UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. S5 SANITARY ANY DAMAGE DONE TO EXISTING UTILITIES WHETHER SHOWN ON THIS - SANITARY-SEWER LINE
PLAN OR NOT) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE W
WATER .LII :CONTRACTOR: SHALL VERIFY THE LOCATION OF ALL UTILITIES (SHOWN OR - WATER .LINE
NOT SHOWN PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE x CHAIN LII - CHAIN LINK FENCE
PROPER LOCATION OF UTILITIES, THE CONTRACTOR SHALL CONTACT -THE
- NC. ONE.~CALL 800 632-4949 AT LEAST FORTY EIGHT ` 48 HOURS` FEMA FEMA 101 ( ) ( ) - FEMA 100-YR FLOOD 0
PRIOR TO COMMENCEMENT OF CONSTRUCTION: a
6. THE LOCATION PRESERVATION :REPAIR AND REPLACEMENT OF ALL 404 WETI ~ INFRASTRUCTURE IS THE RESPONSIBILITY OF 'THE CONTRACTOR:. `ti r.. \ - 404 WETLANDS .N 0
7. THE CONTRACTOR SHALL VERIFY .ALL SITE CONDITIONS- PRIOR TO THE
~ UGP UNDERGR .COMMENCEMENT `OF CONSTRUCTION AND SHALL CONTACT THE • UNDERGROUND POWER. LINE
C F ~ ONTRACTING OF ICER S REPRESENTATIVE IMMEDIATELY IF ANY ! _
EXISi1NG UTILTIY POLE \ PROPERT SIGNIFICANT DIFFERENCES ARE FOUND. & ss MaNHOLE ro REMAIN , ~ , - PROPERTY LINE BEFORE YOU DIG
8. `THE CONTRACTOR. SHALL. BE RESPONSIBLE FOR THE .REMOVAL AND r ~ REMOVE c'n N of - ~ PROJECT 0 - PROJECT BOUNDARY S T ~J P y
DISPOSAL OF ANY INCIDENTAL ORGANIC AND- CONSTRUCTION QEBRIS. ALL i • ~ oNCR . uME CALL t 800 632-4949 ~
SHRUBS AND TREES , (WHETHER OR NOT SHOWN UNLESS .SPECIFICALLY - - - EASEM ' ~ ~ EN EASEMENT N.C. ONE~CALL CENTER
NOTED ARE TO BE` REMOVED WITHIN AREAS TO BE .GRADED. ' ) J hr S o e In e Drive Wet 9: ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE ,'I' ~n • ~ - EXISTING ID'S 1"HE LAW
STOCKPILED FOR: USE R5 ITH R TR T ' i E E S EAM CHANNEL. S1'ftUC URAL Swa e , ' ' - EXISTING CREEK CENTERLINE g
Raln r I n a en~ , MATERIAL 0R AS GREEN MULCH AFTER CHIPPING.. ,
r / ~ \ ~ SD STORM 5'. 10: THE CONTRACTOR SHALL KEEP'. THE PROJECT ENGINEER INFORMED. OF i~ ; t` STORM SEWER
• ; " THE PROGRESS OF THE` WORK-AND RE VEST INSPECTION OF THE WORK Q PRELIM NARY PLAT °
ON A REGULAR BASIS. DEMOLITI( DEMOLITION NbT FbR RECORDATION;:
11. THE CONTRACTOR SHALL -NOTIFY THE 'CONTRACTING OFFICERS ~.4: • P~ ~ li SALES; OR .CONVEYANCES
REPRESENTATIVE AND THE CITY' AF .JACKSONVILLE AT LEAST ,;ao _ I~
SEVENTY-TWO 721 HOURS BI=FORE -.THE ..FOLLOWING WORK.: GROUPS ~ j ~'no~ ~'J ' ( / .r/ V 7 i N ZZ
COMMENCE: ER051ON AND SEDIMENTATION CONTROL SITE GRADING ~ , ~ STRUCTURES INSTALLATION, AND VEGETATION "SEEDING AND 'PLANTING: THE / O ~
NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK ~ O
/ / i COMMENCEMENT:..... ' ~ U N
1.2: SITE "INFORMATION PROVIDED BY CgNGORD ENGINEERING & SURVEYING.- - ' ~ • ~ ~ r ~ '.,,h,.~. Ai• f ' ~ O R~SIDEN
r,_:~ , (CE51); GARDEN LAMER & ASSOCIATES (BLA); JOHN PIERCE & - ;1 / : I ~ r, m
' ASSCOIATES (JPA ; CHARLES> RIGGS & ASSOCIATES (CRA); HDR ~ ` ` ' '``'`J 4, ~
ENGINEERING OF THE CAROLINAS (HDR); AND BLUE: LAND; WATER; ' ` ~ 1 u ` ~ ~
INFRASTRUCTURE BLUE):, i 1 ( ~ 1 ~ ~ ~ ~ ) ' t+'--
r` / j RELOCATE EX{STING
r PICKET FEN ~ : CLEARING, GRUBBING,. AND. CLEAN-UP , cE ',,..•Y .REI~9V~ 30" `RCP ~ ~
r Wil n . so ~a Park ~ Y REMOVE VEGETATION ONLY IN AREAS INDICATED ON THE PLANS. VEGETATION TO { .
• ~ ~ BE PRESERVED SHALL. BE MARKED AND ITS DRIP LINE PROTECTED WITH A VISIBLE ' , North tr am .r`. ~ A w
~ e ti BARRIER. -CARE, MUST BE TAKEN WHEN REMOVING DEBRIS FROM THE, DELINEATED ~ ~ , ~ ~ r ~ ' d
WETLANDS SAND .DISTURBANCE MUST BE KEPT TO A MINIMUM: THE CONTRACTING ; E a 1 tin f Y g ~ - f
OFFICERS REPRESENTATIVE AND: THE CITY OF JACKSONVILLE .SHALL BE NOTIFIED ~ ~ ~i~ 1, ' ~ 5 ~ i . 'v+4~ ~ ' ~ ~ ~
THREE 3 DAYS PRIOR 1'0 ANY CLEARING GRUBBING CLEANUP OR" DEBRIS ~ -=t- ' ~
_ . REMOVAL. ALL DAMAGE TO WETLANDS.- .SHALL BE RESPONSIBILITY OF` THE ` f f ` s ' - CONTRACTOR TO REPAIR AND REPLANT WITH APPROPRIATE VEGETATION AS ~ 1 ~ ~ 1` 1 U~ ~~a.^t„y 'ice Irv ~ / ~ ~ ' i. + ~ ~ ~ , 0 v
T ~ ~ ~ Y TH ~ TRA~~ TI ~ ~ ~ D REC ED B E CON C NG OFFICERS REPRESENTATIVE.. , ,~C~ f ice' Jt~~' ~ 7/'`" -'.•i ....L _ J` ~
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reference
number:
LIGHTHOUSE CHURCH
WILSON BAY PARK C - 04
SCALE: 1 - 40 SCALE: 1" = 40' Sheet of

NOTES
1. N0 WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED i i i~®~i
DISTURBANCE :PROJECT LIMITS: SYMBOL LEGEND
2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL. BE. VERIFIED BY THE US Army Corps
CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NORTH of Engineers
CAROLINA GEODETIC. SURVEY NCGS MONUMENT. "ON 6" UTILIZED AS LIGHT POLE ( ) LP Wilmington District
PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS ARE
INDICATED AT NVGD29; UP ~ UTILITY POLE • 3. THE CONTRACTOR SMALL. PROVIDE All. AFP.ROPRIATE BARRICADES,
WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE SS SANITARY SEWER MANHOLE
PUBLIC AT ALL TIMES. a a
• 4: ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE OVERHEAD UTILITY
LOCAL, STATE, AND FEDERAL SAFETY LAWS. 40 0 40 gp
5:-EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY: SS SANITARY SEWER LINE AFORE YOU DIG o SCALE: 1 "=4d'
ANY DAMAGE DONE TO EXISTING UTILITIES WHETHER .SHOWN. `ON THIS (
PLAN. OR NOT -SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE W WATER LINE ..CONTRACTOR SHALL VERIFY THE' LOCATION OF ALL UTICITIE5 SHOWN OR STOP CALL 1.80D 632-4949
( NOT 5HOWN) PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE X CHAIN LINK -FENCE N.C. ONE-CALL CENTER
PROPER LOCATION OF UTILITIES, THE CONTRACTOR SHALL CONTACT. THE IT'S THE. LAW
NC ONE-CALL. 800 '.632-4949 AT LEAST FORTY EIGHT 48 HOURS FfMA FEMA 100-YR FLOOD ( ~ ) ( ) C
PRIOR TO COMMENCEMENT. OF CONSTRUCTION.. 0
8. THE LOCATION PRESERVATION REPAIR AND REPLACEMENT OF RLL 404 WEfLANOS U
INFRASTRUCTURE fS THE RESPONSIBILITY OF THE CONTRACTOR. PRELIMLI~ARY PEAT °
7. THE CONTRACTOR 5HALL VERIFY ALL SITE CONtiITIONS PRIOR TO THE UGP UNDERGROUND .POWER-LINE COMMENCEMENT OF CONSTRUCTION AN0 SHALL CONTACT THE NOT 6OR RECORO.ATION,
CQNTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY 1F ANY _ PROPERTY LINE SALES,. OR CONVEYANCES
SIGNIFICANT DIFFERENCE5 ARE FOUND.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROJECT BOUNDARY
DISPOSAL OF ANY INCIpENTAL ORGANIC AND- CONSTRUCTION DEBRIS: ALL s 0
.SHRUBS AND TREES WHETHER OR NOT SHOWN UNLESS SPECIFICALLY. . . ( EASEMENT
NOTED ARE. TO BE REMOVED WITHIN AREA5 TO BE GRADED.
9. ALL VEGETATIVE. MATTER. REMOVED DURING CONSTRUCTION SHALL BE . - . EXISTING CREEK CENTERLINE STOCKPILED FOR. USE AS EITHER STREAM CHANNEL STRUCTURAL a
~ ' f/ ~ ~ ~i MAl'ERIAL OR AS GREEN -MULCH AFTER CHIPPING. '1. ,
5D STORM SEWER ~ : ~ , , , 10. 'THE CONTRACTOR SHALL KEEP THE CONTRACTING OFFICER'S , s 'ti t , r
REPRESENTATIVE. INFORMED OF THE PROGRESS OF THE WORK AND ` ~ ~ ` j , w..~ ~ p.
R DEMOLITION ~ ::,1 ~ 1 ~ ; EQUEST INSPECTIQN OF THE WORK ON A REGULAR BASIS. ~ , i ; ,
11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S ~ ' ' ~ , ~ ~ ~JJ' l ~ ~ 1 ~
..REPRESENTATIVE AND THE.`CITY OF JA KS NVI LE AT T C 0 L LEAS i s.. FEES E C~ 4 's ~t ~ ~
SEVENTY-TWO, (72) HOURS BEFORE THE FOLLOWING WORK GROUPS. j; ~ , ; ; ~ ~ ~ i 1 ~ n ~ ~ I I~
COMMENCE: EROSION AND SEbIMENTATION CONTROL SITE GRAdING ~ . ~ ~ I: ! STRUCTURES INSTALLATION, AND VEGETATION SEEDING AND PLANTING.. THE ,r~~. { ~ ~ ;
NOTIFICATIQN SHALL iNC.LUDE THE DATE AND TIME. OF WORK i`'m''~ o, ` ~ ' I;
COMMENCEMENT:.. ~
12. SITE, INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING : ~ , ~ ,
(CESI); GARDEN LANIER ASSOCIATES BLA ; JOHN .PIERCE & ~ ~ ' ` ` ` ( )
ASSCCIATES JPA • CHARLES R1GGS & ASSOCIATES' CRA • HDR ~a ~ Z , ' \ . + t \ ~
ENGINEERING OF THE CAROLINAS HOR • A WAT ` ~ ~ ' t ~ ~ ( ND BLUE: LAND, ER, ~ ~ ' \ ~
INFRASTRUCTURE (BLUE). ~ `a ~ 5, ~ ; ~ , ~ .4 ~ f
+ ` 4 ~,~R'EB.ID~EN~E { ~
CLEARING, GRUBBING, AND CLEAN-UP \ ~ ~ / ~ \ ~ ~ ~ ~ o j ~
REMOVE VEGETATION ONLY IN AREAS .INDICATED ON THE PLANS. VEGETATION TO ~ ` ~ ; / ~;4 ~ jd
BE PRESERVED SHALL BE MARKED AND ITS DRIP LINE PROTECTED WITH A VISIBLE . ` \ ~ ,~t 3 ~ t,~ J
.BARRIER. CARE MUST BE TAKEN WHEN REMOVING. DEBRIS FROM THE DELINEATED ~ ' _ \ \ 1, \ ~ ~ ,y 1~ , ` r r r
.WETLANDS AND DISTURBANCE MUST BE KEPT TO A MINIMUM.. THE CONTRACTING. \ ~ ~ `~1 tip, y` s{ n / Y ~ 1~ v o, S'4~ h~ i~r.,'~ L~,,,''~'`"`y r ` ~ s ' r, ~ ~
OFFICERS REPRESENTATIVE AND THE CITY OF JACKSONVILLE SHALL BE NOTIFIED ~ ~ . , ~ ~ THREE (3) DAYS PRIOR TO ANY CLEARING, GRUBBING; CLEANUP, OR DEBRIS ~ ~ \ ` .
REMOVAL. -ALL DAM,4GE TO WETLANDS SHALL BE RESPON5IBILITY OF THE ~ ~ ~ j 1 ~ .sue t" ~y~ °y ~ ~ ` ~ ` ~r 1 N c
CONTRACTOR TO .REPAIR, AND REPLANT WITH APPROPRIATE VEGETATION AS ; s~\ ~
D REC ED BY THE CONTRACTING .OFFICERS REPRESENTATIVE.
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SMITHFIELD GRANT SUBPROJECTS Sheet of
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~t, i ~ _ NOTES ' , ~ t 1 DOTES
\ . , . NO WORK , r r . Nb WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED 'DISTURBANCE/PROJECT LIMITS.
• ( ~ . t . i ° • _ ...r ~ , . . ~ „ ` 2 BENGHMARI . , BENCHMARK LOCATIONS AND ELEVATIONS ,SHALL BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NC GEODETIC SURVEY
.t ~ ~ • / ,1,, ~ 3. THE CONTF (NCGS) MONUMENT "ON 6" UTILIZED A5 PRIMARY VERTICAL BASE. FOR PROJECTS ALL PROJECT' ELEVATIONS .INDICATED AT NVGD29, ~ 3. THE CONTRACTOR, SHALL PROVIDE ALL APPROPRIATE BARRICADES WARNING LIGHTS AND" ~ <
,r, . s ` . AT ALL,.. TIMI WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC AT ALL TIMES. ~ US Ar.rny Corps
_ 1 i..-, ..i' ~ , ~ 1 ~ LL WORK E. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE LOCAL, ,STATE, AND FEDERAL SAFETY' -LAWS. of engineers
' ~ - _ • • , . - , . 5. EXISTING :U _ ! . ~ ' ~ EXISTING :UTILITIES 'ARE SHOWN 1N THEIR APPROX. LOCATIONS' ONLY. ANY DAMAGE DONE TO EXLSTING UTILI~fIE5 (WHETHER SHOWN ON THIS PLAN
. , OR NOT S J , i ' ~ t. ~ ~ OR' NOT) SHALL BE THE RESP0.N51.BI~.ITY .OF:.TH:E CONTRACTOR: THE CONTRACTOR :SHALL VERIF'( THE":LOCATION bF ALL UTILITIES SHOWN OR NOT Wilmington District.
~ , ~ i . , { ~ ~ SHOWN). PF ~ { ~ i ~ ONE-CALL SHOWN) PRIOR TO COMI`1ENCEMENT OF CONSTRUCTION. TO ENSURE PROPER !_OCATiON OF UTILITIES; l'HE CONTRACTOR SHALL CONTACT-THE.. NC
~ / ~ !i ~ . \ \ ; ` 6. THE LOCAT ONE-CALL (800/632 4949) AT LEAST FORTY EIGHT (48) HOURS PRIOR. TO COMMENCEMENT OF CONSTRUCTION: i. THE LOCATION, RRESERVATION; REPAIR, AND. REPLACEMENT OF ALL INFRASTRUCTURE IS"THE RESPONSIBILITY OF THE CONTRACTOR:
r / ~ ~ / i ~ A •t. 7. THE CONTF THE CONTRACTOR SHALL' .VERIFY ALL SITE CONDITIONS PRIOR TO' THE COMMENCEMENT OF CONSTRUCTION -AND SHALL CONTACT THE CONTRACTING a ;
/ , ~ . ~ , ~ ' • / ~ " ~ ~ OFFICER S 1 / OFFICER'S REPRESENTATIVE IMMEDIATELY IF ANY SIGNIFICANT DIFFERENCES ARE FOUND:
1 ~ , 8. THE- CONTF F ~ ~ . ' y 3. THE- CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY :INCIDENTAL ORGANIC AND CONSTRUCTION DEBRI5.`ALL
f . r ~ y ~ ' ; ~ ! SHRUBS: Ah' { ! SHRUBS AND TREES.. (~VHE1'HER OR NOT 'SHOWN, UNLESS SPECIFICALLY NOTED) ARE TO BE REMOVED WITHIN AREAS TO RE GRADED. °
~ a 9. ALL VEGETi 3. ALL. VEGETATIVE .MATTER. REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE AS EITHER STREAM CHANNEL; STRUCTURAL MATERIAL OR
, ~ i ~ ~ ~ AS GREEN r ..r , { i ~ I ~ i ~ 1 ~ ° ti / V 10. THE CON1 AS "GREEN" MULCH AFTER CHIPPING.
1 ) r' _ . ~ \ OF THE 0. -THE CONTRACTOR SHALL KEEP` THE CONTRACT OFFICER'S REPRESENTATIVE INFORMED OF THE PROGRESS OF THE WORK AND' REQUEST INSPECTION
OF THE WORK-ON A REGULAR BASIS. : 1. THE CONTRACTOR SHALL NOTIFY'THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE AT LEAST- SEVENTY-TWO (72)
~ ,._._-----_:~.,...~i ~ f r ! 11. THE CONT ~~.:J./ ~ l s. ~ i HOURS 'BEF • HOURS BEFORE THE FOLLOWING WORK GROUPS COMMENCE: EROSION AND SEDIMENTATION CONTROL, SITE GRADING,. STRUCTURES. INSTALLATION,
r / ~ ~ 7` i" i ~ ` AND VEGETi ~ . ~ , AND VEGETATION SEEDING AND PLANTING. THE NOTIFIGATIQN SHALL INCLUDE THE DATE AND TIME OF WORK COMMENCEMENT. °
~ , • 1 11. SITE INFO - , 1. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING (CESd); HARDEN CANTER ~C ASSOC. (BLA); JOHN PIERCE & ASSOC. (JPA);
. 1 1 I t i ~ CHARLES R ' CHARLES RIGGS & AS50C: (CRA); HDR ENGINEERING OF THE CAROLLNAS (HDR); AND BLUE: LAND,., WATER, INFRASTRUCTURE (BLUE). o
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~ SYMBOL LEGEND ~-----1--__
. •ti. ~ , 1. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE/,PROJECT LIMITS, f '
• 2. BENCHMARK .LOCATIONS AND ELEVATIONS SHALL BE VERIFIED $Y THE CONTRACTOR PRIOR. TO °>~Y~.~zt i "`n~„ , ~ 4
LP ~ LIGHT POLE COMMENCEMENT OF CONSTRUCTION: N0. RTH CAROLINA GEODETIC SURVEY (NCGS MONUMENT "ON 6" r` ,1 , i ff ~'a F v~ ~ f
UTILIZED A5, PRIMARY VERTICAL .BASE FOR PROJECT: ALL PROJECT ELEVATIONS` ARE INDICATED AT NVGD29. UP ~ f ~ UTILITY POLE ~ ~ ; 1 ^".4 , , ~ I / • . r J„w
3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES WARNING LIGHTS- AND WARNING SI GNS TO - ~ ~ Engin ersr , _ . t ~ ~ ~ ~ ~ of ps
ENSURE THE SAFETY OF THE PUBLIC AT ALL: TIMES SS SANITARY SEWER. MANHOLE 4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH -APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY r; 1~ ~,•.a. , , , Wilmington District
LAWS. _ , ~ r
~•,1----- OVERHEAD UTILITY ~ ~ 5. EXISTING UTILITIES ARE SI10WN `IN TWEIR APPROXIMATE LOCATIONS ONLY. ANY DAMAGE DONE fi0 EXISTING . , ; ~ r w~'~.-._....._......._.-_. fir/ ~S~ ~ 4~'^~ M~ .1.~, ~ i art, , r„/ i~~~ t~""'~-~.,.,,,~" ° , ;j
UTILITIES..' WHETHER SHOWN ON THIS PLAN. OR NOT SHALL BE THE RESPONSIBILITY :OF THE CONTR ~_.~s I ) ACTOR. SS SANITARY.:. SEWER LINE r--,.,~;
-THE CONTRACTOR :SHALL VERIFY THE LOCATION OF ALL UTILITIES (SHOWN OR NOT SHOWN) -PRIOR TO _zrr•. F R~ ~ _.._-_._.__.a.__-...._.___
COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION OF UTILITIES, THE CONTRACTOR SHALL W WATER LINE S , ` ' ~ "~i .t ~ ~r t ~ ~T
CONTACT.THE COLLEGE AND NC ON£-CALL (800/632-4949:) AT LEAST FgRTY EIGHT. 48' HOURS PRIOR TO ' ' ,f G 'V ~ i ti z t 0.
COMMENCEMENT OF CONSTRUCTION. x ' ; ~ _ ' CHAIN LINK FENCE ~ ' 6. THE .LOCATION, PRESERVATION; `REPAIR; AND REPLACEMENT OF ALL INFRASTRUCTURE IS THE RESPONSIBILITY I~ ' i 9 I / si~
~ u f i OF THE CONTRACTOR. ~ 'sN~ ~ r ~ J ,
FEMA F£MA ,100-YR -FLOOD ; D 7: THE CONTRACTOR .SHALL VERIFY ALL SITE CONDITIONS PRIOR TO THE COMM N M ? `a ~ E . CE .ENT OF CONSTRUCTION I , , ' ~W~~ \ it ~ ~ , 3---,~ f,.,~^'' 'r"'te". ~ ry4i ~ t I
AND SHALL CONTACT THE, CONTRACTING OFFICER S `REPRESENTATIVE AND THE CITY OF JACKSONVILLE - 404 WETLANDS t'~, • ~r'
IMMEDIATELY IF ANY SIGNIFICANT DIFF[~RENGES .ARE FOUND; , !a~- 4 BUILDING 1
8. TH ~ ! . E CONTRACTOR SHALL BE RESPON516LE FOR THE. REMOVAL AND DISPOSAL. OF ANY INCIDENTAL ORGANIC \ , ~ ` UGP `r • UNDERGROUND POWER LINE ' ~ : r%
AND CONSTRUCTION DEBRIS" ALL SHRUBS AND TREES (WHETHER OR NOT SHOWN). AR1 TO BE REMOVED ~~Y. ~ % ; ~ ~ r, ~ , ; ,
WI HIN -AREAS TO BE GRADED: vw__M_.~ ~ : ; , - ' ~ E , ~ ""--,-,.rr... r i ~ ~ 1 ° I ~ 1 ji VT~ ~?r..w.r~•--- ~ -...,.~.r,w. ~ '~.,,,,x ~ w'r l ° 4. C , 1 u • i• { 6 ~ ! ~ ~t
9. A(:L VEGETATIVE .MATTER REMOVED DURING CONSTRUCTION SHALL BE :STOCKPILED FOR USE A PROR£RTY LINE ~ r,: • ; ~ ; S EITHER ~ -r,~,:~~• 1 STREAM CHANNEL STRUCTURAL MATERIAL OR AS GREEN MULCH AFTER CHIPPING: - . - - ; ' ~
- . - • - PROJECT BOUNDARY y i ~ ~ i/ ' i' 10. THE CONTRACTOR SHALL KEEP .THE CONTRACTING OFFICERS 'REPRESENTATIVE' :INFORMED OF THE PROGRESS ,r-"~ n , n
~r 1 • OF THE- WORK ,AND °RE UEST i P Q NS ECTION OF THE WORK ON A REGULAR BASIS ' ' I,: ; rr ~ rf _
EASEMENT ; f, ~ \ 11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICERS REPRESENTATIVE AND TH ~ r•~ '~t . • ~ i E CITY OF ; f, . ~ ~ ~ _ • . f ~ `'.,,,K"y .,~y~~~{ r
JACKSONVILLE AT LEAST SEVENTY-TWO 72 HOURS BEFORE THE FOLLOWING WORK GROUPS COMMENCE: ~ ~ f~" ( ) \ t . ~ ~ , ~ _ ° r a~ ~ jar
EROSION 'AND SEDIMENT,4TION CONTROL SITE GRADING STRUCTURES IN TALLAT SD STORM SEWER i S .ION, AND- VEGETATION SEEDING ~ . ` ,1:, ~ , ` r 1
AND 'PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK COMMENCE ! r ~ : ~ C`v:y , • i y j j 1 1 111 1 l~*~ ~ t r aSL
12 EXISTING CREEK CENTERLINE ; ~r. ~ ~ SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING. (CESI); BARDEN LANIER & , : ! o , \ , . r J - CONCRETE FLUE ~ ~`s r .
ASSOCIATES BLA.. JOHN I R , , a ; ( PE CE & ASSCOIATES (JPA); CHARLES RIGGS & ASSOCIATES (CRA); HDR ®.e."®,_, I sT GE- ~ ; PROPOSED CREEK CENTERLINE Q~-._,~~/ , r-;------~• ~ J,, ~ _ PROPOSFiD RE7 +G ~ ~ ~ ~I ? a
- ENGINEERING OF THE CAROLINAS {HDR);. AND BLUE: LAND, WATER, INFRASTRUCTURE (.BLUE). BUILDING \~q~'.~, ; ~ f ~ ~/~~,r ~ i ~ ~ UVALL EX~TENSI;O (f~W1) ~ tl' ' C, a
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' ,;~r f BRIDGE (6' WIDE) REPLACEMENT ' "A ' • ~ - . - ~ BIORETENTION WETLAND s., ~ i
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i r I. i ~ ` _ ~1_ _ ,.x t. \ ~ i PRELIMINARY PLAT NOT FOR RECORDATION; ~
MATCHLINE -FOR CONTINUATION SEE C-08 ' ^ .SALES, OR.CONVEYANCES
Sheet
reference
number:
THE?MPSON SCHOOL CREEK -UPPER AREA
SCALE: 1" = 40' C-07
Sheet of

MA7CHLINE -FOR CONTINUATION, SEE C-07 NOl'ES
- _ ~ ~ ~ T
i ~ ~ y I i '~I# ~i 1. N0 WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE PR0 ~
wF r I ~ i q : \ ~'S ~',t \ JECT LIMITS. 2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO US Army Corps
i ~ a;; h, , COMMENCEMENT OF CONSTRUCTION, NORTH CAROLINA GEODETIC SURVEY (NCGS) MONUMENT "ON 6" of Engineers
_ i"_.0 I i 1 r. ail 7 ~1. I i UTILIZED AS PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS ;;ARE INDICATEQ AT NVGD29. Wilmington District
I ~~~i I ~ ~I t ~ o. s } 3: THE CONTRACTOR SHALL PROVIDE ALL'AP.PROPRIATE BARRICADES, WARNING LIGHTS,. AN'D` WARNING SIGNS TO
I ~ , li i, °J^w ENSURE THE SAFETY OF THE: ,PUBLIC:, AT ALL TIM£5; 4. ALL WORK SHALL 8E UNDERTAKEN> IN ACCOROANC£ WITH 'APPLICABLE LOCAL, STATE;. AND` FEDERAL SAFETY
I r. _f ~ ~ 1 I, LAWS.
I ( ~ I is 5. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXfMAT£ LOCATIONS ONLY. ANY DAMAGE DONE TO EXISTING a
~ 'r 1; r , d UTILITIES (WHETHER SHOWN ON TMIS PLAN OR NOT) SHALL. ,BE TH£ RESPON51BIlITY `OF THE CONTRACTOR.
~ ~ ~ THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES (SNQWN OR NOT SHOWN) PRIOR TO
I ~ ~ I f 1 ~1 ' 1` 4~ ; ;I i COMMENCEMENT OF CONSTRUCTION: TO ENSURE PROPER LOCATION OF UTILITIES,. THE CONTRACTOR SMALL p
til ~ t ~ ,I a • CONTACT THE COLLEGE AND NC ONE-GALL (800/632-494:9) AT LEAST FORTY EIGHT (48) HOURS PR10R TO
(fin rI I'. ' I 1` I f I r t COMMENCEMENT. OF CONSTRUCTION. 6. THE LOGA710N, PRESERVATION, REPAIR, AND REPLACEMENT OF ALL. INFRASTRUCTURE IS THE RESPONSIBILITY
I i . 40 0 40. t ~ ~ ' 80 I ! k ri i , ~ r ~ OF THE CONTRACTOR.
, ~ ~'~l'.~..{ it r.\ l ti i 7. THE CONTRACTOR ,SHALL VERIFY ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
SCALE: 1 =40 I y ; • ' ; ; ~ ' AND SHALL CONTACT. THE CONTRACTING OFFICER'S. REPRESENTATIVE AND THE CITY OF JACKSONVILLE
IMMEDIATELY IF ANY .SIGNIFICANT DIFFERENCES AR£ FOUND.:
8. ,THE CONTRACTOR SHALL BE R£SPON5IBLE FOR TH£ REMOVAL AND DISPOSAL OF ANY LNCiD£N7AL ORGANIC a
1~ i;:; I ~ .5 ~ r 1 ! t 1 ~ ~ ~ , AND CONSTRUCTION DEBRIS. ALL SHRUBS AND TREES (WHETHER OR NOT SHOWN) ARE TO BE REMOVED
J•~ ''t ' t ~ ! t ljl1, ! ` ~ ` ` r, 'r WITHIN AREAS. TO HE GRADED. o 9. ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE AS EITHER
I 'i ~ t„ ( r ~ ~ ~ , \..S `r STREAM CHANNEL STRUCTURAL MATERIAL OR AS "GREEN" MULCH AFTER CHIPPING.
10. THE CONTRACTOR SHALL +EEEP THE CONTRACTING OFFICER'S REPRESENTATIVE LNFORMED OF THE PROGRESS
~j'Ii w ~ ~~~1{ r ~ ~t`i\t ~ I r. .r OF THE WORK AND REQUEST-INSPECTION OF THE. WORK ON A REGULAR :BASIS.
I I ~ ! u,...~ 11. THE. CONTRACTOR SHALL- NOTIFY TH£ CONTRACTING OFFICER'S REPRESENTATIVE AND THE CITY OF
i. ~ f Ic,, JACKSONVILLE A7 LEAST SEVENTY-TWO (72) HOURS BEFORE TH£ FOLLOWING WORK GROUPS COMMENCE:
~ ~ EROSION AND SEDIMENTATION CONTROL, SITE: GRADING, STRUCTURES- INSTALLATION; AND VEGETATION :SEEDING ~
I~ i. \ ~ ! AND PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK COMMENCEMENT.
4 12. SITE' INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEhI'NG (CESQ; ,HARDEN IANIER a
,t ' 111 0 ~ F 1 7 i to `tf i I -i ASSOCIATES (HLA); JOHN PIERCE & ASSCOIATES (JRA); CHARLES RIGGS ASSOCIATES' (CRA); HDR ~ a
- f ' I~ , ~ t ~ ENGINEERING OF THE: CAROLINAS .(HDR); AND .BLUE: ,LAND,.. -WATER; INFRASTRUCTURE (BLUE). o 0
I, i i 1 ' ' \ 0
Y I 'ti I~ : I j ' . \ J ~ii .i _ I Q: ` ,;s 11 i, j ! i I•.
~ u Il; / ~
m 1{ I. ~ ~ y. 4. V X,.y.
\ N.
' y + z
0 0
N. a
I ,f. ;I # w ~o. SYMBOL LEGEND Qo
~ a a
I I' ! \ ~ . I ~ ~ 1i. \ e j ~ 6: ~ ;~Z 6~
I ~ ,j r' h 1 ;1 ~ l ~l Lp ~ LIGHT .POLE
I~:I t t /:~4 ~ UP .C7 UTILITY POLE
"•r ~ r SS SANITARY SEWER MANHOLE ~
I p' ~ + 't j
~ OVERHEAD. UTILITY
~'~l~ i ~ j? /1
SS SANITARY SEWER LINE a
~ i l i'
- W WATER LINE d . C
r ~ ti x CHAIN LINK FENCE ~ ~ ~
I ~t ~ :i j ti ; ti
f E, ; / .a~~~~ FEMA FEMA 100-YR FLOOD
_,I , .'i. tii FLOOD ELEV: 4.06' ~ ~l
I' • , , ` 404 WETLANDS.: r~
1 I -.1 ~ ~ 1.
i i II I ~ tl ;r,;; ~ i UGP- UNDERGROUND POWER LINE ~
r f , %'1. ~ . t ~ f ~
- PROPERTY LINE a ~ ~ ~
I ~ ~ 1 1 PROJECT BOUNDARY ~ ~
i abt~ \ PROPOSED z ~ ~ c E ~ ~ '
I ~ , ,i THOMPSON , ~ ~ ~ gal SCHOOL ~ t~ a EASEMEN`f ~ ~ ~ ~ v
:I o ~ i { I ~ :•N .CREEK
I 'i -+,l''; . CENT ,'i I i ' } ~ , l /j ~ : ERUNE SD STORM SEWER o
• ,,p~ , ~
{ w 1 ! • ~ EXISTING CREEK.: CENTERLINE o
i •`r, i i1 b ~ i' , I ; ~ ' r ! , , r ~ ~ - - PROP05ED CREEK CENTERLINE. 0 f4
I •fi., i ~ j'•, N - 2
I ~ t t 1 i 4 r ~ ~
C ~ ro
O V W - ~ o
~ ,iy '•.'t , CI sr -
i ~ i ( \ , I ' r , 1 0 I ~ J o
j ' ( , ~ C m
I' . ~ ' , . r ~ i. ~ C D
I i. r i '~k 't ~ W ' ~ ~ W fN:
1... ,t l ,y vka ' li' ~ ' ~ 'S N
r r~~
s~ y
~ L 1.~- . ' , f,•• ~ -

P r:, it - W
` b ! z r--• O
' r
,r'. U W
m Z CC
~ ~•~v,1 ? U ~ W d w ~ W
~ •y ~ + _ r 1 1 ' .r m~JJ ~ ~
` 1 ~ 1 ' t z~~ ~ ~ o¢ o O ~
~QUU~ ~
2 1 vg \OS 1 l its-...._. r ~r sEF~E You sic
~0 1 t ~ f c~ Z
t,
CALL 1 I8dQ 632-4949 C'J Q.
i I ~ ~ ` 'i 1 5 ~ . ~ r' 1V.C. ONE=GAIL CENTER 4 ~ IT'S THE LAW. p
_
~-=Y

~ _ ; PRELIMINARY PEAT
. NOT FOR .RECORDATION,
SAI FS nR rnn~~i~veUr~c i ~hAp+
reference.
THOWSQN SCHOOL CREEK -LOWER AREA. number. REA
SCALE: 1" 40'
C-08
Sheet of

1 ,
i r ~ fir" ~i; ~ , + 1 ~ ~ _ ` ~ 1 + ; I
f NOTES i ; ` 1 ~ + r ~
~ u i SYMBOL LEGEND , " NO W RK H 1 ~ I 0 S ALL BE UNDERTAKEN OUTSIDE`THE DESIGNATED DISTURBANCE/PROJECT - ~ t`• l ` it ( / ~ ' ' r'.II ; ~Ij,~~'T + ST ~
UMI7S: r i , ~ 'f 1 ~ R~$I~ENGE 1• r.. ' ,r ~ ....,.,t` 1
1 ~ r 2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR 1 ~ 1 i+ ~ , 'l~ ~ US Army -Corps
PRIOR TO COMMENCEMENT Of . CONSTRl1CTI0N. NORTH: CAROLINA GEODETIC SURVEY LIGHT POLE ~ , I ~ ; ~ ~E ~ ~ - ~ ~ of Engineers
r , NCGS MONUMENT ON 6 UTILIZED AS PRIMARY :VERTICAL-BASE- FOR PROJECT::':ALL ~ ~ ` ~ I ~ r Wilmington District 1 ~ ~ 'ti ~y ~ \ ~ ~r ~ ~r f
PROJECT ELEVATIONS- ARE :INDICATED AT NVGD29: U~ UTILITY POLE - " ~ 1 3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES WARNIN IGH ~ G L T5, a~ ~ 1 r ~ I i ! i 1 ~ r ~ ` ~j ~'ESIp~
,1 i AND' WARNING SIGNS Tn ENSURE THE ,SAFETY OF-THE PUBLIC `AT ALL TIMES. 5S SANITARY SEWER MANHOLE 40 0 - 40 80 1 ' j f . , a ~ / ~ ~
4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH. APPLICABLE LOCAL, STATE, ~ ~ i ~ r / ~ y r ~ ~ i f, ; r
AND FEDERAL SAFETY LAWS: ~ SCALE: 1 "=40' ~ , ~ ~ OVERHEAD UTILITY- ~ - ~ I 1 i , a a/ ~ ~ ~ ~ ` ~ a + r I + ~ ~ 1 r a ~ j
i , 5: EXISTING UTILITIES ARE-SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY: ANY ' , f ~ ,tt ~.w i t~ ,
' DAMAGE DONE'TO EXISTING ;UTILITIES WHETHER SHOWN ,ON THIS PLAN bR NOT _~S :SANITARY SEWER LINE '1 t ` y` r ~ 1 L ~ I i a
• SHALL BE THE. RESPONSIBILITY OF' THE CONTRACTOR. THE CONTRACTOR'SHALL ~ ~ ~`~-r~-- ~ '7 1 VERIFY THE LOCATION OF` ALL UTILITIES SHOWN OR NOT SHOWN PRIOR' TO WATER LINE ~ v ~'.~''--5'-- • ' t' i• 1 '1 f ~ "w ~ 1 ~ `L ~ ~ ~y f ~ f t f f
~ ~ GOMMENCEMENl' OF CONSTRUCTION: TO ENSURE PROPER LOCATION OF UTILITIES., 4~ ~ d ' F ~ "
THE CONTRACTOR SHALL CONTACT-THE COLLEGE AND NG ONE-CALL DRAINAGE DITCH WATER COORS ' ~ ' ~ ~ ~ ~ ~ ~
(800/632-4949) AT LEAST FORTY EIGHT (48) HOURS PRIOR TO COMMENCEMENT ~e`~r r i
~ 1 , 4F .CONSTRUCTION. x CHAIN LINK .FENCE i ~ O ~ , i~ f
6. THE..LOCATION, PRESERVATION, REPAIR, AND. REPLACEMENT: OF ALL INFRASTRUCTURE ~ry; f - • pRO~' % ~ ' _ , ~~'cr t. , / ,
IS THE' RESPONSIBILITY OF THE CONTRACTOR. FEMA FEMA 100-YR rvr FLOOD ~ ` _ 7. THE. CONTRACTOR ..SHALL VERIFY AI.L 51TE CONDITIONS PRIOR TO THE r ~ • • ANT j r r1 f/ ~ I o L • ~ / 1 a ~ F
COMMENCEMENT OF CONSTRUCTION AND SHALL .CONTACT THE CONTRACTIVG 404 WETLANDS BEFORE i-ou .oic , _ " ti rc `nom /'t ! - ~ I £ ~ II' ~ ~.l + +1.80 ( ~'JI '
i ~ `_...-fir OFFICER'S REPR S 1' ~ J~- E EN ATIVE AND THE .CITY Of .JACKSONVILLE IMMEDIATELY; IF ANY ~ _ r
SIGNIFICANT DIFFERENCES ARE FOUND. - P ; ! it ~~„,clf . + ~ ~Y ~ ~ r ~ ~1' ~ 3 jar
-..~5 UNDERGROUND- POWER LINE ~ . ~ 8: THE CONTRACTOR SHALL BE RESPONSIBLE .FOR THE REMOVAL AND DISPOSAL .Of eau ~ soo ss2-asas. ~ ~
ANY INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. ALL SHRUBS AND TREES N.c. aNE cAU. eENreR - j r % ~y' +1.80, , i _ PROPERTY LINE ITS THE LAW:. ~ r 1' , +1.80, ~ "~`".'J ~ ~ ~ r ' ~ .
(WHETHER OR NOT SHOWN) ARE TO BE REMOVED WIl'HIN AREAS TO BE GRADED:- +zs: +2.85r.~ i / / +i ___....2'80 " ? r v
9. ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED PROJECT BOUNDARY ,1 ~~2~ I ~,..,,,__._W.~ I rf ~ ' ~ i ~ ~
FOR USE AS EITHER STREAM CHANNEL STRUCTURAL MATERIAL OR AS "GREEN" i~'
MULCH AFTER .CHIPPING. - _ - - EASEMENT ~ ~ 1 10. 'THE. CONTRACTOR SHALL .KEEP. THE CONTRACTING OFFICER'S REPRESENTATIVE ~ ` r ~j' 1~ ~ ~ +2:20 ~j `I' 1 I r ~ti 11
L s. P t ~ R IMIN Y P AT INFORMED. Of THE PROGRESS.. OF THE WORK AND REQUEST INSPECTION..OF .THE i ~ +
WORK ON A REGULAR .BASIS: STORM SEWER NOT FOR RECORDATION, , J ode t r 1 ~ f I a~` ~ 1 ~ ' r ' ~dEC -,-,,,~7.`.+ r 1 lam, ~ j . ~ ~ ~ ~ r
SALES, OR CONVEYANCES 11 T r _ ~ , HE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICERS REPRESENTATIVE AND +
THE CITY f JA . EXISTING CREEK CENTERLINE j I,~_~w,, . 0 CK50NUILLE AT LEAST SEVENTY-TWO (72) HOURS BEFORE THE ' • '
' FOLLOWING WORK GROUPS COMMENCE. EROSION AND SEDIMENTATION CONTROL; SITE 1 1 , jj ~ r 1 ~ +290` 1
GRADING, STRUCTURES INSTALLATION, AND VEGETA`fION SEEDING AND PLANTING: THE - PROPOSED CREEK CENTERLINE ' ' Ne b e ~ Street ~ ~ ~ +250 + '
NOTIFICATION SHALL INCLUDE ,THE DATE AND TIME OF WORK COMMENCEMENT: ~ . ~.r. I r ~ ~ ~ 1` 1 ~ z. ~ I y i d
12. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING' & SURVEYING CESt\; ( J,.. i _ ~ l a wa e ~ + ~ ' S ~ 1 ~ ~1 ~ ~ f 1 ~ =try' ..2.~._...._7fy~ I ~ ~ t ~
HARDEN LAMER & ASSOCIATES. (BLA); JOHN PIERCE &-ASSCCIAATES (JPA); CHARLES r f ~ • 1 y ; ~ 4 + ~ r 3
RIGGS & ASSOCIATES CRA ; ( ) HDR ENGINEERING OF THE CAROLINAS (HDR); AND C r` - et an s w BLUE: LAND, WATER, INFRASTRUCTURE BLUE . . , ; y ~ o
r ~y1 i 1 ~ . J ~ ~ ~ p ~
r. ~ t + r/ ~ I + i 4 0:
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~
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1 ~ ~ i i 1 h f~~`"- , Iii ' ~ ~ ~ r" N tGlrn .3 ° c° m
c
~ o o` ~aa NEUVBERRY ~ STREET
SCALE: 1" = 40'
r . .
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l _ ( ~ ~ ~ ~ ` W ~ ~ r~ I r 7 f ~ d f( v U
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r ~ - t , _ , r _ f r" ~ r. e. y fr'' ~ l , / yr' i~ ~ e r I~ ~ ~ ~ ui I 1 (J _ ~
f~ESIOEN ~ e % t, „ / ~1 f~ESIOENCE ~ 1.... .~.....~Wr.~.....rf ! n.~....._.., 1, r Q V . 4 f ~ o ~ t .r;y lay,.' :~iy~ 'q S Ww+ ~ ~1J ~ 1 °
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t ' . r .;~i~ : ~ ~ ~ yr_ _ i i 1 / Ir ~ "ter . r~ i
/ , . I ~ V 1 N t `ti:~ y 1~
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it r / \ i ~ f ~f ,j f rr,. . . ~ , I ~ r J 1
N ~ i ~ +1.30' .y. ~ .--~'°""'asi .r,

% ~r i L'\ ~ tai, r~' ~ l~~,. I
r J + ~'1 +1.80 ' i r ~ \ ~ fir;, / i +4. ~ _ ' 7r~ f f l~ a rte` : ` 1 v,.. ~ Z W N ~1 ~ ~ +120', L ~ i ~ t1 . ~ Q
, "i ~ ~ , / ~ I ~ ; ' /r,~, j- ~I;..~ ' +1.40- ~ r~ . i .r ~ 1 / + r
r ~ ~ ~ +1.85 y?,,~ ~ ~ 1 ~ OS ~ JU ~
! r ~ - i ! - e
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, ~ r ~ , r , _ _
i . ~ 1 r r i F`/ r 12.50 i / ~ ~ - \ 4; r- yy: ~...,,~:ry 3 _ u ~ l ~ r I` Q f
+ f
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1 , ' _ _ i ~r ,%':t % r ~ its .L~,h , s,,: ~ . 5 ! ' + fr ~ ~ I i \ ~ ~ ~ \
r ,,1 fi . ~ " . r ~ + + Ij ~ y ~
ty y i,C` ~ RESIDENCE ~ ' ~ Jy ~ ii k U _ 4, . ~ CHURCH j ECf~`~ ~
U' 1 ~ . r.,,~ i t • ` , i ~ f BUILDING ~ i ~4S fM ' ~ + r ' r~y ' IF 1 ter` ( IN~Y. rl.,``t \ \
I , a ~ . r ee Cre 1~. ~a ~
~ . ; ~ ± ~ ~ ~ t--- ~ Calvary. church Creep. _ ~ , r,
r~,:. . , r e~ ~ ~ w %e ~ ~ , ;
~ t ` ss ~ Y 'r.`;; `r--' _ "",„-,.,-w.i Vii'" Res i n ~ r yf •.w y , , ~ ~ b T~estibr~.t~o1'1 - ~~,GGt
!NV • 3:85' ~ ~ E ; .t ; i Y l 4 J I ri
ys_ ~w'"~~~.__::'_ f ~ ~'`.r reference
f '1, i of ~ number:
A t',
%aw-U -RT S.T CREEK. . & CALVARY CHURCH CREEK C-09
SCALE: 1 " = 40' Sheet of

NOTES
1. NO WORK SHALL: BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE PROJECT LIMIT5.
2. BENCHMARK LOCATIONS AND< ELEVATIONS SHALL BE: VERiF1ED: BY THE CONTRACTOR. PI~IO.R TO i i l~~~i.
COMMENCEMENT'OF.CONSTRUCTION. NORTH CAROLINA GEODETIC SURVEY NCGS MONUMENT ~ `
"ON 6" UTaLIZED, AS PRIMARY: `V RTICAL P' E BASE,-FOR. ROJECT: ALL PROJECT ,.ELEVATIONS. ARE US Army Corps
iNdICATED AT NVGD29 , of Engineers
3. THE. CONTRACTOR SHALL PROVIDE ALL,APPROPRIATEBARRKADES, WARNING` LIGWTS,. AND Wilmington District
WARNING SIGNS TO ENSURE THE 5AFETY OF THE PUBLIC AT ALL TIMES.
4. ALL WORK .SHALL BE UNDERTAKEN IN :ACCORDANCE. WITH APPLICABLE LOCAL STATE AND FEDERAC';SAFEfY'LRWS.
. • : 5. EXISTING;UTILITIES ARE' SHOWN . IN THEIR APPROXIMATE LOCATIONS ONLY, ANY DAMAGE DgNE BEFQRE`YOU' D1G . i
TO EXISTING UTILITIES WHETHER SHOWN ON THIS `PLAN OR NOT 'SHALL BE THE p `
RESPONSIBILITY> OF THE=: CONTRACTOR..:: THE `CONTRACTOR :SNAIL VERIFY THE LOCATION 01` ALL C ~~~I _ 4 f ~ Q/Q . 1 ~O ~.J ~ IJ ~ I~1~.L. ~ V GALL T 800 632-4949., '
UTILITIES SHOWN, OR ' .NOT SHOWN PRIOR TO COMMENCEMENT OF CONSTR. UCTION: TO ` _ ) iJ:C. ONE-.CALL' CENTER
ENSURE :h?ROPER LOCATION OF UTILITIES THE CONTRACTOR SHALL CONTACT THE COLLEGE FOR REVIEW ONIY~ irs o
40 .0. _ 40 80 AND NC; ONE-CALL (800/632=.4949).. AT ,LEAST FORTY EIGHT (48) HOURS PRIOR TO
COMMENCEMENT OF CO:N5TRUCTION. 6 , SCALE: 1 "=40' THE- LOCATLON; ,PRESERVATION,, REPAIR, AND REPLACEMENT O.F ALL INFRASTRUCTURE IS-.THE NC~T FDR CONSTR.L~CTIt~
RESPONSI$I~:ITY OF .THE:. CONTRACTOR. '
7. THE CONTRACTOR SHALL VERIFY ALL' SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF' : ~RELIMI~ARY PLAT
CONSTRUCTION AND SHALL T CON ACT THE CONTRACTING, OFFICER 5 REPRESENTATIVE AND THE NOT F"OR RECORDAT40N;
CITY OF JACKSQNVILLE'`aMMEDiATELY IF ANY SIGNIFICANT DIFFERENCES ARE FOUND. SALES, OR CONVEYANCES o`
8. THE CONTRACTOR .SHALL BE RESPONSIBLE FOR THE:REMOVAL AND DISPOSAL OF ANY a- ; '
INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. ALL SHRUBS AND TREES WHETHER OR ( 0
:NOT SHOWN) ARE TO BE REMOVED WITHIN AREAS TO BE GRADED,, 9. ALL VEGETATIVE MATTER REMOVED DURING `CONSTRUCTION SHALL' BE STOCKPILED FOR USE ,
AS EITHER STREAM CHANNEL STRUCTURAL MATERIAL OR AS "GREEN" MULCH AFT R CHIPPI ~ ` E NG.
10, THE CONTRACTOR SHALL KEEP THE CONTRACTING ..OFFICER'S: REPRESENTATIVE INFORMED OF ~
THE PROGRESS OF TH WORK ~ , E , AND REQUEST INSPECTION ;OF THE WORK ON A REGULAR l ,
BASIS. , ~ l Y.
11. THE CONTRACTOR SHALL., NOTIFY THE CO.NTRACTWG OFFICER S REPRESENTATIVE AND THE CITY
~ ; . OF JACKSONVILLE AT L"EAST SEVENTY-TWO .72 HOURS BEFORE THE FOLLOWING WORK ~ . O . r ~Q~ rl` l
:COMMENCE. EROSION AND SEDIMENTATION .CONTROL, SITE GRADING, STRUCTURES _f:. I } , ~ /
, INSTALLATION ;AND VEGETATION SEEDING AND PLANTING. THE NOTIFICATION` SHALT: 'INCLUDE r ; 4 \ ~ ' a ~ry ~ V f
THE DATE AND TIME OF WORK; COMM€NCEMENT. ~ `R I P~. ~ f t
12 SITE INFORMATION PROVIDED BY CONCORD ENGiNEERiNG SURVEYING CESI • HARDEN HoREUNF RR: ~ ~ ~ ~ CANTER & ASSOCIATES BLA : JOHN .PIERCE & ASSCOIATES JPA ~ CHARLES RIGGS & WET swALE' ` `
( ( ASSOCIATES (CRA); HDR ENGINEERING OF THE CAROLINAS (HDR) AND BLUE: LANK, WATER, ~ ~ ~ ~ r~
~ INFRA TRUCT `R : S U E BLUE .

r: .,4 ..'4 `y` t~ , v ~ ~ ~ / / , 'i ( if .l 4 ~ •13 /f f 1, ~~.~1 % /J/
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- / f ~ ~ M1 : ~ j / ~ ' ~ ~ - J t RESIDENCE ~ ~
r 1 I SYMBOL- LEGEND ! f ~ ; I } - ,~...T...~ , J ~ f ~ ~~I / 'Q ~ ~ ` }
% t ~ f f~~--~ ~~~,tS~~~;!~ ~ ! ~:r ~ ~ ~ ~ L . AY PARK l ( ~ U
j 1: ~ r r ~
LIGHT PO f LP LE % i r
r / ~ ! J I ! ~ J o a`~i ° m o a ~ /f~' ~ ? ~ °
UP a ' UTILITY' POLE " , f
s ~ ' SANITARY SEWER MANHOLE _
SCALE: 1" - 4p' OVERHEAD .UTILITY - '
i a' ~;.-r-' ' tel.. ` 11 U 01 \
S.S SANITARY SEWER LINE i ~ r y~~ 1 !
r % i ~ f ,
.EXISTING TREES.... • ; "H .v
~ ~ i f,
' W WATER LINE y
,y gip, G DRAINAGE DITCH WATER COURSE -
~ .r',, f .I ` t. n , n
ter' r .r - 18 FGP , ; ~J is x CHAIN LINK FENCE. f ~ = UNDER SIDENIAL'K ~ ; f, i;'~ t l 1 ~ 1 1 . `~.4...-....ter ° ........r
~ ,
FEMA -1 . ~ r - I - _ ,t.,- ~ C--I - ~ ~l,!; r FEMA 00-YR FLOOD r \r
~ ~ 404 WE1•LANDS = ,R ~ . , , ~ I Jr ~ ~7
. . ' ~ ; ~ ~ ~ ~.,i~ , ~ w...+' - . - ' ' ~ ~ ,HOC
~ ? UG,P UNDERGROUND POWER LINE , - ; ~ ~ ti t , , I ,
r.. _ . .t 1 ~ r1 ~ i I
,,,r- ~ ~ ; --r" „ram - r ` ` , , PROPERTY LINE ~ . , : ~ % ; i ;
• ~ \ I ~ , `
' ~ ~ :i ~ Wit, - , .l PROJECT .BOUNDARY ~ I ~ J m RESIDENCE ' . , . C'
~ t 4 " ~
- EASEMENT i i. t ~ WILSON BAY PARK~".,~ ~ N
,,F / SOUTH CREEK
STORM SEWER . x. _ ~ , i r '
/ J I 1h\ \ ~ , - ' - EXISTING CREEK CENTERLINE . _ , . -Y_ ( ~
1 fr ~ , I ) ~ ~
PROPOSED'. CREEK 'CENTERLINE ` 9
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Sheet
reverence
number:
LIGHTHOUSE CH19#tCH
SCALE: 1 It _ 40,x: c-1 0
Sheet of

NOTES
1. N0< WORK SHALL' BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE` PROJECT a
LIMITS. SYMBOL LEGEND i i
2. BENCHMARK LOCATIONS .AND ELEVATIONS SHALL" BE VERIFIED' BY THE' CONTRACTOR i.~~~i
PRIOR TO. COMMENCEMENT` OF CONSTRUCTION. NORTH CAROLINA GEODETIC SURVEY U~ Army -Corps
NCGS . MQNUMENT "ON 6" UTILIZED AS PRIMARY VERTICAL-.BASE FOR' PROJECT: ALL tP LiGHT POLE ( ) ' PROJECT` ELEVATIONS. ARE INDICATED AT NVGD29: of Engineers
3. THE CONTRACTOR SHALL PROViD. APP UP ~7 UTILITY POLE E ALL ROPRIATE BARRICADES,, WARNING LIGHTS, Wilmington. District
AND WAR. KING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC AT ALL :TIMES...
4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APP{:ICABLE LOCAL STATE SANITARY SEWER MANH OLE
AND FEDERAL.SAFETY LAWS.
' 5. EXISTING UTILITIES ARE SHOWN IN THEfR APPROXIMATE LOCATIONS ONLY. ANY DAMAGE - V - 0 ERHEAD UTILITY. a
DONE TO:EXISTING UTILITIES WHETHER SHOWN ON ,THIS PLAN OR NOT SHALL BE THE , : , } a
RESPONSIBILITY OF THE CONTRACTOR: THE CONTRACTOR SHALL. VERIFY THE LOCATION SS SANITARY SEWER LINE BEFORE ~rou OF ALL UTILITIES. (SHOWN OR NOT SHOWN PRIOR TO` COMMENCEMENT OF BEFORE lIOU DIG
GON5TRUCTION.' 1'0 ENSURE .PROPER LOCATION OF UTILITIES, THE CONTRACTOR SHALL XI 40 0 40 80 STaP
E STING TREES CONTACT THE COLLEGE AND NC ONE-CALL 800 63 =4949 AT' LEA T F R cALL ~ aoo say ( / 2 ) S 0 TY EIGHT CALL t 800 632-.4949
N,C. ONE-CALL (48) HOURS PRIOR TO COMMENCEMENT OF :CONSTRUCTION. W WATER LINE N,C. ONE-CALL CENTER SCALE: 1 "=4O'
T S THE 6. "THE `LOCATION, PRESERVATION REPAIR AND REPLACEMENT OF ALL INFRASTRUCTURE IS T'S THE LAW
THE RESPONSIBILITY OF THE CONTRACTOR: G DRAINAGE DITCH WATER :COURSE
7• THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS: PRIOR TO THE COMMENCEMENT'
OF CONSTRUCTION AND SHALL CONTACT' THE CONTRACTING .OFFICER'S .REPRESENTATIVE x CHAIN LINK FENCE '.AND THE CITY OF JACKSONVILLE IMMEDIATELY IF ANY SIGNIFICANT.DIFEERENCE A 5 RE e
- P EMA 100 YR R MA FL00 Ei~l M 1 FE D FOUN . R D a ~IMINARY PLAT
NOT FOR RECOI 8. THE CONTRACTOR-.SHALL $E RESPONSIBLE. FOR THE REMOVAL AND DISPOSAL OF ANY OT FOR RECORDATION, o
404 WETLANt3S SALES, OR CON1 INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. ALL SHRUBS AND TREES (WHETHER ALES, OR CONVEYANCES
OR NOT SHOWN ARE TO BE"REMOVED WITHfN AREA T RA } S 0 BE G DED.
_ 9. ALL VEGETATIVE MATTER REMOVED DURING :CONSTRUCTION SHALL BE STOCKPILED FOR UGP UNDERGROUN D POWER LINE
-USE AS EITHER STREAM CHANNEL STRUCTURAL MATERIAL OR AS "GREEN" MULCH
AFTER CHIPPING. - PROPERTY LINE 10. THE CONTRACTOR .SHALL .KEEP THE. CONTRACTING OFFICER'S REPRESENTATIVE INFORMS x
D OF, THE' PROGRESS OF THE WORK AND REQ.IJEST INSPECTION OF THE WORK ON A - PROJECT BOUNDARY 0
REGULAR BASIS.
• -11.'THE CONTR T - EASEMENT AC OR SHALL NOTIFY THE CONTRACTING OFFICERS REPRESENTATIVE AND a 4
TH;E CI1Y OF JACKSONVILLE AT LEAST .:SEVENTY-TWO 72 HOURS BEFORE .THE ~ ) Q
FOLLOWING WORK'':GROUPS COMMENCE: EROSION AND SEDIMENTATION COT . N ROL, SITE. SD ..STORM': SEWER m
• GRADING; STRUCTURES INSTALLATION ` AND VEGETATION' SEEDING AND ' PLANTIN T G. HE m Q
NQTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK COMMENCEMENT. ~ - ~ - EXISTING CREEK :CENTERLINE O. i
12. SITE INFORMATION PROM D ' ; ~ ~ ~ ` ~ ~ , ~ , i DE BY CONCORD ENGINEERING & SURVEYING (CESI); GARDEN < , ~ , ~r~ ~ ~ E LANIER & ASSOCIATES BLA ; JOHN PIERCE- & ASSOOIATES JPA • :CHARLES RIGGS & - PROPOSED CREEK CENTERLINE. ~ i,~ , , ~ , t ti :1 r, ~ ~
~ i~ ai ~ R ASSOGIAf.E5 (CRA); HDR ENGINEERING OF THE CAROLINAS (HpR}; AND BLUE: LAND, ~ ; ; ; ; , ~ ~ ,
WATER LNFRA TRU T ~ ~ ,r.,... I '•,r' \ S CURE BLUEI ~ ' ~ ~i L. ~ ` ~ 'i~ j t r` ~ N ~ i C7
t s ti ~ i"'~-... ~ ~ ~ ~ ~ 'y~ ~ 1 Z
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--t_
re erence
number:
SMITHFIELD GRANT SUBPROJECTS C-1 1
SCALE: 1" = 40' Sheet of

• - . ~ ~ NOTES ,
t
• -r ; 1. N0 WORK .SHALL BE UNDERTAKEN OUl'SIDE THE DESIGNATED . , • DESIGNATED DISTURBANCE/PROJECT LIMITS.
r ~ •,r„.•..-~ • ~ ~ ! rP 2 BENCHMARK LOCATIONS AND "ELEVATIONS SHALL Bf VERIFIED .1 Bf VERJFIED' BY THE CO<~iTRACTOR ;PRIOR TO COMMENCEMENT OF CONSTRUCTION. NORTH CAROLINA GEODETIC SURVEY (NCGS) MONUMENT "ON 6"
; r - ' S MARY. VERTICAL BASS FOR PROJECT. ALL PRt ECT. ALL PR0~IECT ELEVATIONS ARE; INDICATED AT NVGD29:
' _ , , ~ ` ' ; \ . ,l j r" 3. THE CONTRACTOR SHALL: PROVIDE ALL APPROPRIATE BARRICP , t; , • ~ t` E EN ' 4. ALL ..WORK SHALL.' BE UND RTAK IN ACCORDANCE WIl'H AP MATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC AT ALL TIMES, US Army Corps
~ i _ 5. EXISTING UT LITtES ARE 5H W • 0 N IN THEIR. APPROXIMATE LOCA VCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY LAWS. of Engineers XIMATE LOCATIONS -ONLY. ANY DAMAGE DONE TO EXISTING. UTILITIES (WHETHER SHOWN ON THIS PLAN OR NOT) SHALL BE THE RESPON5fBILITY OF THE Wilmington District
1 ~ CONTRACTOR. ?HE CONTRACTOR 'HE LOCATION OF ALL UTILITIES (S~IOWN OR NOT SHOWN) PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION :OF UTILITIES,
SHALL VERIFY THE LOCATION • ; _ `4 ` ! ~ 1 ~•.;ti ' I ~ / TWE CONTRACTOR SHALL, CONTACT THE COLLEGE -AND NC 0~ :AND NC ONE-CALL (800/632-4949.) AT LEAST FORTY EIGHT {48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
~ 6. THE LOCATION; PRESERVATION, REPAIR; AND' REPLACEMENT 0 ~ ~ . j,. , fir:,,.- , .,v__.. _ , ~LAC~MENT OF ALL INFRASTRUCTURE IS THE RESPONSfBILITY OF" THE CONTRACTOR.
• ~ 'ti `t + --s---.,; 7. TIDE `CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS .PRIOR ITIONS .PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL CONTACT -THE CONTRACTING .OFFICER''-S REPRESENTATIVE AND THE CITY OF a
~ t ~ - JACKSONVILLE 6MMEDIATELY IF \ NY SIGNIFICANT DIFFERENCES DIFFERENCES ARC FOUND. d
• _ • • • : ~ _ . ~ ~ ~ . . THE "CONTRACTOR SHALL BE RESPONSIBLE FOR 1'HE - M THE REMOVAL AND DISPOSAL OF ANY INCIDENTAL ORGANIC AND CONSTRUCTION pEBRIS. AI:L SHRUBS ANp TREES (WHETHER OR NOT :SHOWN) ARE TO
. • - - . a.- - BE :REMOVED WITHIN .AREAS TO BE GRADED.. m
- ' ~ ~ ' • 9. ALL VEGETATLUE MATTER. REMOVED DURING "CONSTRUCTION. SF .t e 4 iTRUCTION SHALL BE STOCKPILED FOR USE AS EITHER STREAM' CHANNEL. STRUCTURAL MATERIAL OR AS "GREEN" MULCH AFTER CHlPPIN.G.
` ; -...,,~M.. ~ 10. THE CONTRACTOR `SHALL KEEP T > • HE CONTRACTING OFFICERS • G OFFICER'S REPRESENTATIVE INFORMED OF THE PROGRESS OF THE WORK AND REQUEST .INSPECTION OF THE WORK ON A REGULAR BASIS.
~ - I - ...e_ -'~--11. THE CONTRACTOR SHALL NOTaFY THE CONTR"ACTING OFFICER • 1 `'ter _ _ ......:.`"'`_-_------~.r---...e~~.~,:_.,::~..: , . TROL, SITE GR ING OFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE AT LEAST SEVENTY-TWO (72) HOURS .BEFORE THE FOLLOWING WORK GROUPS
COMMENCE: EROSION. AND SEDIMENTATION CON _ _ . ~ _ . . 1 ` , ~..,F WORK COMMENCEMENT. ROL, SITE GRADING, STRUCTURES INSTALLAT{ON, AND VEGETATION SEEDING AND PLANTING: THC_ NOTIFICATION SHALL. INCLUDE THE DATE AND TIME OF
J _ ~t 12: -SITE INFORMATION PROVIDED BY CONCORD -ENGINEERING & ~ _ _ VEERING & SURVEYING (CESQ; BARDEN LANIER & ASSOCIATES (BLA); JOHN PfERCE & ASSOCIATES (JPAj; CHARLES RIGGS & ASSOCIATES (CRA); HDR
°~ECr a ` ~ ; - • • _ I t ENGINEERING OF THEN CAROLINAS (HDRj; AND BLUE: LAND, N :UE: LAND, N+ATER, INFRASTRUCTURE (BLUE).
. _ - +r.•. } - 0 ~a'
~ _ •c
~ SY~ t. j w SYMBOL LEGEND
- ~ ! . • • LP LIGHT POLE
'E x CHAIN LINK FENCE
UP 1J' UTILITY POLE JLE EEMA FEMA 100-YR FLOOD
5CALE: 1" = 40'
SS SANITARY SEWER-MANN SEWER-MANHOLE 404 WETLANDS . ~
~`5 OVERHEAD UTILITY
\ ~ UTILITY UGP UNDERGROUND POWER LINE a
• • ' ` _ ; ~ • \ _ SS SANITARY 'SEWER LINE a SEWER LINE a .
J'- - \ . ' "`ti - PROPERTY LINE 40 0 40 80
• • • • ~ a - SF SEDIMENT F N . ~ • ~ E CE FENCE o 0
' ~ - PROJECT BOUNDARY SCALE: 1"=4Q' o °
~ . ~ W WATER LINE ~ r. ~ JE - ~ - EASEMENT
~ ;1 ~ ,
G DRAINAGE DITCH/WATEF ( ~ ~ , DITCH/WATER COURSE Sp STORM SEWER
r, ~ ~ ~ "t• " ~ ~~f, ~ J f~kV~ ~~1! ~ _,~i t~~ C t -~~L?,( ~"~,~LJ/f~ Fr h'~~ r ~1"~ ~ I/'~~ r~ r~ ~ jxi ; , r ~ ~
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4 1 r--•--- . CALI: 1 800 632-4949 ~ /
r ~ " . • y ~ , . N.C. ONE-CALI: CENTER ~ . ~ ~
IT.S THE LAW. ' r !r 2 \ ~ ~ ~ rf~\ , r ~ ~ ~ E
~ .a ~ ~E { ~ i 1 ' , } `4. ~ v ~ ' 1, 14 L, ` ~ f /'f ~ 1 ~ ; '
~ r • , , . ~ / '
F'KKLLIMINAKY HLA X.~~r..r reterence be
NOT FOR RECORDATION, num
SALES; OR CONVEYANCES ILA rs N01.
SITE PLAN C-12
SCALE: 1 = 40 SCALE: 1" = 200' Sheet of

` L,
` _ , NOTES` v • ~
, ~ ~
1. _ THE ONTRACTOR SHALL TAKE CARE TO NOT DAMAGE ANY EXISTING- UTILITIES WHICH ARE TO REMAIN: ALL SUBSURFACE UTILITY- LOCATIONS WILL. BE VERIFIED WITH -NON-CONDUCTING " ~
PUSH.-.PROBE, 'SUBSURFACE SCAfdNING, QR OTHER MECHANISMS AS' APPROPRIATE IN ALL; AREAS WHirRE EXCAVATION IS TO OCCUR. UTILITY RELOCATION' WILL BE COORDItVATED .WITH - ~
THE'CONTRAGTING OFFICERS REPRESENTATIVE AND ;THE CITY OF JACKSONVILLE: THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFIC~R'S`REPRESENTATIVE,AND THE CITY OF _ ~ JACKSONVILLE AT LEAST SEVENII'-TWO (72) HOURS BEFORE UTILITY RELOCATION fS EXPECTED TO BEGIN. THE NOTIFICATION SHA L 4NCLUDE THE DATE AND TI '~"~W~ ~~~-,•r~~~ 1 - ~
L ME OF WORK. _ , ,,,.V..- , tix_ COMMENCEMENT. ~ ; ~ - , ~ ~ ~ ~ 1 US Army Corps
I <.~1 , , , + COMPLET4q OF CONSTRUCTION OPERATIONS AND PRIOR TO USE OF FACILITIES; THE:CONTRACTOR IS TO FULLY FLUSH ALL SUBSURFACE STORMWATER CONDUITS USING: FIRE % ~ o-•' ~ - ~ of Engineers J `V
HOSES OR OTHER WATER SOURCES OF EQUIVALENT°'MAGNITUDE. THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY F R N f` fJ O THE SITE DU 1 G THIS PROCEDURE: ADEQUATE t , !
FLUSHING WILL `BE DETERMINED BY THE CONTRACT}NG OFFICER'S REPRESENTATIVE:'. ~ ? ; 1, , ; .~~~`~4 I / Wilmington District
3. AT THE COMPLETION OF 5TORMWATER' FLUSHING ACTIVITIES, THE `SURFACE, OF ALL:" BIORETENTION AREAS 'SHALL BE SCRAPE FI M V T A A .~f`' ~ r' D, NES RE 0 ED 0 LOC TION WHERE- SUCH .WILL f, ~ NOT FLOW INTO BIOREI'ENTION' AREAS,,, AND SURFACE SCARIFIED TO A DEPTH OF 3 INCHES. . i J
• 4. N N-U ~ 0 NDERDRAIN CONDUITS SHALL Bf NCDOT APPROVED PRECAST CONCRETE PIPE. r-= W ~ a
5.; INLET AND OUTLET STRUCTURES SHALL BE NCDOT APPROVED PRECAST CONCRETE: , r ' r,,,.
6. INLET AND OUTLET STRUCTURES SHALL BE FILLED WITH CONCRETE.`FROM .SUMP ?0 INVERT EL~:VATION: `~~~1: f ~ ( , -ftitl ~ / fit. ~ r
• 7. PROPOSED :PIPE INVERTS SHALL MATCH ASSOCIATED STRUCTURE INVERT ELEVATIONS. , - r~
8. 'INLET. AND OUTLET 51'RUCTURfS SHALL" HAVE 8 WEEP 'HOLES 2 INCH DIRMEfER ` AT THE BASE OF ~-,~„~.~;k.>~~,' ~ ' ( ) THE CONCRETE INTERIOR, EQUALLY SPACED AROUND THE STRUCTURE AND r ~ I
CENTERED 1 `INCH ABOVE THE' SUMP' ELEVATION. ~ • ~ ~w ,
r • , • r . ~ STORMWATER STRUCTURES . ~ t ~ \.r
Element T'. a Grate en' yp L gth Slze -Crest. A Crest B. Crest C Crest D Invert Sump • x'.~° r ~ ~ / ~ , ~
~
, Y1 Inlet - - 8'x8' 5.50' 5.50' 3:00' - r 3.00 0.50 3..50 4 , F 1 .1 f ~r~`1 ~ _ t' '
..7 ' ~ - - E / ~ Cry. 1. l ! ~ . (i~~1 ~ .ti rye'`".- ~ ~ 1 ,q ' 1 0
Y2 Inlet _ - 8x8 5.50 5.50. 5.00' 2:80'... 2.80' -3..5 ' 0 i , 1, r ' + i i ° ~ --..,:.ter.. ~ V ~ ~~x i _
Y3 Inlet - - 3X3: 4:50 4.50 4:50 4.35 1:60 0.00 ,....~,1~ : ~ ~ , ~ '
` 1 / ~ -
J1 Junction - - 3'x3' 4.00'' 4,00' 4:00' 4.00'.. 2.80' 0.0.0' _ w I , sr ~ ~ res , f
C1 Outlet 8x8. 6.50' 4.25: ` 3:10 4.25 2.50 -3.50 ~ -,xV-~~„ ~ . --~--.:I ~ rf t , ~t ~
' ~ p i J 1 `til r f: 'j , r ~ '~,i ~
C2 0 - - _ i las`. utlet 8x8 5.65 2.9.0 3,40 3:40:.. 1.15 3.50 ~ >a~I; ~ \
utlet 8x16 7:50 7.50 _ 4A0 7:50 2.75 0.5.0 Crest C 1\ , . \
,r. ~ ~ /
C4 Outlet - - 8X24 4.00 4.00 Inset 4:00 2.75 --0.50 ' ~ `4`` ~ --r.~f ~r ,.Il f IS ~ f ~ J
C5 Outlet - 4x4 5.00 5.00: 5:00 3:00. 2.47 -3.50 , ,
~ i i. ' , , ~t d' i BOX SCHEMATIC y ' ry ~ f ~ ` PROPOSED RE7 G .~j i ~..r ~
C6 Outlet - - 3X3 3.00 2.50 2:00 1:25 1.50 -2.00 ~ t , 4 ~ ~ 0~ is WALI: EX,TENSI+A T(RW1) ~ f. ~ o
25 , ~ C7 Outlet - - 3'X3' 4.25' 4.25' 4. ' : ~ r . - 2.51 0.00 \ ~ ~ o ~ _ ~ ~ \ . 1 LF ,TOTAL ' ~ ~ °
_
~ u let - _ 3X3 4.25 3.55 4:25 4.25. 1.64 0.00 ~
\ P1 Pie - - - _ ~
p 8.0 42 DIA - : fir' ~ i` ~ ~ 1/ ~ / ~ h % z
Ripe: 130.0 48 dia - _ - _ _ C(~.~ ~ ~ ~ ~ "'^A„r^~ AGING W. ~++a'" AREA: / ~ ir+'~ j ~ o
~ , P3 Pipe - 94.0 24 dia - - - - r r I ;
1 THOMPSON SGI~OQL ,r ` a
P4 ,Ri e - 53.0 24 dla - - - - - - DETENTION P'ON W 3 J , ~ p D/ ETLANDS I f o
P5 Pie - 20.0' 24" did - - - - - ~ i `?r _ r y ~ ,l. r~ \y t .
''`w ! j t, y y 1 r J ,
~ f ~
SYMBOL LEG.~ND , ,'v ~ .~,•l; • . r ' ~ 1~ ~
~ ;n X CHAIN LINK FENCE ~ f ~i~;~ ,a,,L, _ ;.:.:.~k~se UP ~ UTILITY POLE r'" . .
lj i~ I' -~~i-7~-~ 3i 1ty`~.. ` 7r~ ! ~ fry ~ ~
- PROPERTY LIN F4, ! E j ~ ~ ; SS SANITARY SEWER MANHOLE - c
~ - PR 'r'w OJECT BOUNDARY
NEW GRADE -LINE - AJOR ' - 5 M a i ~u~; i I 1 ~ ~ j ~ ~ 'G ~
- - EASEMENT i r .r ~ / y~ r + f ,ti,..., NEW GRAD£ LINE -MINOR
EXISTING STRUCTURES f ,r/ r t ~ C ~ l _Ah ~ ,,b, f i ~ f I a.~i"'''t ~ ~.~7~ .i TJ
, f o • EXISTING TREES
OVERHEAD UTILITY i. ;r. ~ PROPOSE-D 50 LF.WOODEN i t ~ t`_~~"~."`'_"',,''r~~ ~ ~ /1 ~ ~ C p ° Cat
SHRUBS 40 0. 40 80 BRIDGE 6''WIDE) REPLACEMENT ~'y~: f ~ S5 SANITARY SEWER LINE • /
' is/~ ROCK DAM W WEIR` ~ ~ ~
UGP _ UNDERGRQIIND POWER LINE SCALE: 1 =40 o+sa^r' ~ , 1 t r / i
-W WATER LINE - . . _ ; -''t v_ ~ I ~ I
• _ - EXISTING CREEK CENTERLINE a~ + ~ I PROPOSED 90 SF AS HALT i/ , i SD STORM. SEWER - - PROPOSED `CREEK. CENTERLINE PAWS ENT (s' wIDE IMPRov ENT
. it , ? ~ ' ~ ~ ' ~f' BEFORE YOU DIG
- ~ o / / • / r, . f d/ ~ 1 ~ ~„G ~~i~rl'r I ~ I Ol T G1 ~ d
'a '0 y ~
' , / SEJ= SHEET C-1-I~-;EAR' _ / 'a- i ~ ~ ~ CALC 1.-.800 632-4949 r ,„.r N:C .ONE-CALL CENTER 'vii c .Eo / , r'~ ~ ~~I LT'S THE LAW o o ~
~ / ~ 2 ; 4 PROFILE CTION :CUT _ , , ,w...~_ ~ ~1 - r r
f„`,< ; , ~ • N T:I~ AREA ~ ~,;~r 1.::~ l m ~ ~/r' N j t r ~ s
l~It .'`t` ~1. _ 1 _ _ e ,hl r'~3' ~ ^~,,.s.1"•,.r......-~. ~ I al`. i~'~ i if ' 1 r.; r ,,z`~'.~ ~ ~ r .PROPOSED. , . , , ,
THOMPSON l ~ e _ _ SCHOOL , ri` , + r i m
i; TROMPS SC.M ._.-f•--~ r CREEK ~ ' / 1 f~f~ r• tt, o
% , ~ rl,~ t, _ v q~MY ~r ; ~y! ' . 'i / / y~, • ~ ~~VUHT,C f.-._..._,..-.; f Y` CEN'[ERt1NE ~--`•i-. ~ 'r''Q ~ f1 ~ , ,~,r? - BIORETE N WETLANDS ~ ;r ;r-M1 r ° r,~ SHED f ~ s-~- ~rocAT.~ ~ ~ P R E L1 M 1(~ A R Y PLAT IED f .i s-,.-.~~' r' NOT F'OR RECORDATION, N
1 r' ~ ' , l F 3 ' ' f' SALES, OR CONVEYANCES ~
~ ECT EASEM NT w r" : ~ ~ ~l_--f- = - _ . - , ~i'~ / ~ r f C ~ - - - ~ 1 T ~ ~ z
N 'h~\ / , LV( l - „.L . `ww. 'I ~`~.`..~tiW L ~O f". f ` / • I _ / ~,~__.,~R~ • ~ , ( - ~ ~ 30 RCP SANSWR EXPOSE ; . .w--~'. . , /r ~
, ~ ~ 3+50 :~..r' . .r` / , a ~•y c is ` V
. , ^ ,1s,. ~ _
. ~ , ~ I M1. RO OSED 1 ~0' SF.ASPH4
.r ~ _ -i ,6+00 x+50. ~ / r ;ti ~ _ r.-. i ..PAUE-ME ~ 'Gr'W - - .}lu}p ,,AA ~ d C
RO ~ i - ~ ~~,t . ~ / . ` ' ' V ~ : r , ~ ~
r i r
y'l may. 5 ~I 7 . : r e:M1 - 1, a err/' _ ~ p ~ i,'~i = ~ ~
1 "m,, 6+50. ° , ' "_r _...,-x~_,_
,~;1 1 =i; '
z iii J- _ µ • ~4 i r ~
, r X,' , 'oaf _ ~:<w..- _ W __W.. E ~ ~ ~ , ~t ~
: ALL AREAS TO. BE.SEEDED`SHALL BE PRI r I I ' ' - - ' %f ~r `;':r ' SPECIFICATIONS' IMMEDIATELY PRIOR T0'BI D `SHALL BE PREPAR:ED~ AND. SEEDED AS fER, 'THE ENGINEERING ~ ' : ~ _ ~ ~~i :LY PRIOR TO'BLANKET INSTAtLAT10N (AS PART OF. EROSION AND ~ rr C~"+.~~ j'i Q
f ~r_r . . ~!~~.A~ , ,..~f ; ' , SEDIMENTATION CONTROL OPERATIONS OPERATIONS).: SEEDING RATES A.RE SPECIFIED AS PERCENTAGE. O.F TOTAL f` ~ ~ ~
` , _ / <.; _ ~....~.--'''C•'. lr " ,i SUCCESSFULLY GERMINATING SEEDS BY C r ~ ING SEEDS BY COUNT (NOT WEIGHT OR VOLUME}. ALL . DISTURBED WETLAND ~ ~ ~ + ~ ~ ~ ` ~ " TM z p
i w . 1 r ' :OJ. _ ~f AREAS SHALL BE REPLANTED WITH -THE + _ I I1~,r2:47 ci. ITED WITH -THE HER@ACEOUS SEED MIX SPECIFIED IN .THESE PLANS.. f Z Z ` 1
, r ~ ~ W
l ~ ~ l} ; :~-,~_._~u__ f. ; „ ~ r` , ~ ~ VEGETATION.. NOTE , ; ; • i. I .N; f~ ~ , r ~ - ~ f~~ jam... ~ / ,
y.,: l . ; ALL PLANTING AREAS SWALL BE PREPARE , SOIL ADDITIVES SHALL .USED TpEPARED AND PLANTED AS PER THE ENGINEERING SPEGIfICATIONS. ~ r ( ~ ~ 'r; ;;~~1. ~w~ } ~ w U p ~ ALLEVIATE SOIL DEFICIENCIES. ALL CONTAINERIZED VEGETATION "
i , r , . , • ' BE USED ,TO ALL@ ~ . ~ / a I I !1 • ~ I I. ` SHAt.I. 8E PLANTED IN'A SECURE FASHIO SECURE FASHION. AS T0. NOT ALLOW HIGH WINDS OR STORM EVENTS TO f ~fA tlt j II~iV: 2!75;t' : ; MATCH EDGE OF UNDDRAIN m ~ ~ J ~ ~ Q
.DISLODGE THEIR PIACEMENT: TREES' SHl 1 ~ ,r } ~ ti,~ ± i , ~ SECURE THEM: :NT: TREES' SHAIi.. ;REQUIRE -STAKING AT THREE POINTS PER PLANT TO / f,% . f'~ r GRAVEL TO EDGE OF OYJ`!'I~ET BASE z ~ ~ C~ z
~ ~ rn:, I I , I I ~
~ 1 , ~ : ~ ~ t ; ~ CL G, GRUBBING, AND ' EA IN t ,o t _ t ~ y 1 , r 31 NG AND CLEAN-UP ! ,;f = ` GRAVEL (PIPE INV: 2,47'). ~ ~ m o o p ~ ~ ~ 4'"P~P TEE z ~ ¢ ~ U ~ t:
w W ( ~ EMO E EGETATION ONLY IN AREAS. INDI ~ ~ i . o I I' i i ~ BOAR W • ` ± ' D ALK VE~ETATIQN. TO BE'PRESER Y IN AREAS INDICATED' ON THE PLANS ANA P,S N.EEDED TO CONSTRUCT THE ,r, ~ ,f ~ ° 1N'V: 2,75' "r, z ~ ~ F- Z ~ I TO BE'PRESERVED SHAL1 BE MARKED AND'.ITS DRIP. LINE PROTECTED'WITH A ,~j 4 rr U Q
~ : I I h; , } ~ : it t . VISIBLE BARRIER CARE MUST BE TAKEN ,I ~ TH0 P N SCHOOL .CREEK / I • MUST BE TAKEN WHEN REMOVING'DEBRIS FROM THE DELINEATED WETLANDS. ~ '
, l I y i j - sL , ' I' ~ ` & F AND DISTURBAI~LCE "MUST . BE KEPT TO A , , I . ~ , . ~ L~3 <LAIN~RESTORATIQN . It I (I BE' KEPT TO A MINIMUM. THE PROJECT ENGINEER'AND TOWN SHALL BE I/~C4, f`~f j ~ ~ 0
r ~1- ; I , ; . NOTIFIED TWREE ,(3) DAYS PRIOR ;'rQ ANY ~I 1 ~ I ~ j ~ ; f I ~ ti: J DAMAGE TO' WETLANDS SHALL BE RESPOP : • , i PRIOR.TO ANY CLEARING, GRUBBING, CLEANUP, OR DEBRIS, REMOVAL. ALL E ~ ~ / s~ ~O ~ ~ ~ , t 1~: 2:75' ~ TALL BE RESPONSIBN:ITY QE THE CONTRAC'OR TO REPAIR AND REPLANT WITH ,r / , ,,:r ~J ~ I-
, , , < . ~i „ r . I' ' I ~ ~ ' •~Y,. o , ° _ APPROPRIATE VEGETATION AS DIRECTED E • ~ ~ is ~ ! ~ AS DIRECTED BY THE CONTRACl'ING OFFICER'S REPRESENTATIVE.: MA,TCI~/EDGE OF jJ1~~DERDRAIN GRAVEL ~ ~
, r .r I ~ ~ ~ , F ! SLOPE PROTECTION NOTE , . ; ~ )N NOTE ~ ~ ~ f-' % ~ r~'` Vii' ~ ~ TO EDC~B OF 0~'TLET B~Afi,~~~C~iEAVEL I-
s ~ { , ~ ~ + I; , ~ , ON ALL FINISHED SLOPES WITH FINAL GR ~ ~ PIPE II~'V: 2.75'} r WITIi FINAL GRADE .EQUAL TO OR GREATER TMAN 3:1 (H:V), EITHER . rr/j ~ I2' aVVTDT OPEN FACE
4 s I ! ~ : ; ~ ; ~ l ~ ~ ~ ~ ti ` : I , . E 05 0. CONTROL BLANKE?S OR TURF • t ' ~ ~ BLANKETS SHALL BE AMERICAN EXCEL$10 (ETS OR TURF SOD WILL, BE INSTALLED: 7HE EROSION CONTROL . ' ` ` ~ { Imo: 2.75' =ji + r RICAN EXCELSIOR ~ CURLEX I MATT1'NG (STAPI;,~ PATTERN ~ C) OR ~ ~ ~ ~ ~f~ f r
a ~ _ ~ : ~ ; ~ . ~ ~ / APPROVED EQUIVALENT: THE TURF SHALL 'HE TURF SMALL BE CENTIPEDE (2 . MINIM.l~1M 'THICKNESS,: TYPE: AS . f ;w
~ L. \ : APPROVED Y ONTRA B C CT NG OFFICER 5 R LNG OFFICER'S `REPRESENTATIVE): l~ 1 12~ WIDE RAISED FACE ;'J Sh 22t
MAJUILINt FUK CONIINUAIIUN, ,5tt L 14 reference
number:
C-13
"HOOL CREEK. UPPER AREA DETENTION POND OUTLET SCHEMATIC Sheet of
SCALE: 1 " = 40' SCALE: 1 " = 16'

NOTES
1. THE CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE ANY EXISTING UTILITIES WHICH ARE TO REMAI : A MATCH,LINE -FOR CONTINUATION SEE C-13 N LL , i ~
5UBSURFACE UTILITY LOCATIONS`' WILL BE VERIFIED WITH NON-:CONDUCTING PUSH-PROBE SUBSURFACE SCANNING' _ " ~ - " - - ~ ~ . 1 OR OTHER MECHANISMS A.S APPROPRIATE IN ALL AREAS WHERE EXCAVATION IS TO OCCUR. UTILITY;:RELOCATION: i
. ; , WILL BE `COORDINATED WITH THE CONTRACTING OFFICER`S REPRESENTATIVE AND THE `CITY OF JACKSONVILLE: THE 1 ` } - s~'o ~
. i A T ,.FY T P CONTR C OR SHALL NOTI HE-CONTRACTING OFFICERS RE RESENTATIVE AND THE CITY OF JACKSONVILLE AT ` `4 US Army Corps of Engineers
v ~ , .i ~ y 'k s i LEAST SEVENTY-TWO 72 HOURS BEFORE UTILITY RELOCATION IS' EXP. ECTED TO BEGIN. THE' NOTIFICATION :SHALL r , :~;~~i ; i , ' , ; 4 Wilmington Distirict
,t : ~ .INCLUDE THE DATE; AND ,TIME OF WORK COMMENCEMENT. ; , t .a a y. 1 -
2. AT COMPLETION OF CQNSTRUCTION OPERATIONS ANO` PRIOR TO; USE OF FACILITIIrS, THE CONTRACTOR IS TO FULLY : ' ~ ~ . ~ + ~ ~
F SH ALES F T FI OT. T R ~ , ~ , L , LU UBSUR ACE S ORMWATER CONDUIT5 USING RE .HOSES OR HER WA E SOURCES+ OF E(}UIVALENT = . I /
MAGNITUDE. THE: CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY OF THE SITE DURING: THIS PROCED.U:RE. ~ ~ ~ ; u , ~ ~ ; a: .
ADEQUATE FLUSHING WILL: BE DETERMINED BY THE CONTRACTING OFFICERS REPRESENTATIVE.' _ -1 ~ 3. AT THE COMPLETION OF STORMWATER FLUSHING; ACTIVITIES, TH.E SURFACE OF :ALL BIO.RETENTION A. REAS SHALL. BE o , : , . ' ~ a . 40 0 40 gp
t : r , ED f SERAP , ,'FINES REMOVED' TO A LOCATION WHERE. SUCH WILL NOT FLOW INTO BIORETENTIO'N AREAS AND ' W ~ ~
{ , SURFACE SCARIFIED TO A'DEPTH: OF 3` INCHES. I i i : ~ , ; ~ y , : , o
i;;i , ; , f , 4. NON-UNDERDRAIN >CONDUITS SHALL BE NCDOT APPROVED PRECAST CONCRETE PIPE. _ ~ ~ I .i SCALE: 1 "~40'
I ~ ,I y . 1 5. INLET AND U TRU °S SHA . PR CAST: CON ~ CRETE.... ~ ( Q TLET S CTURE LL BE NCDOT APPROVED.....,E - ~ ' , E i' ' '
6. INLET AND OUTLET STRUCTURES SHALL BE FILLED WITH ':CONCRETE FROM SUMP TO INVERT ELEVATION:, ~ ; r , , ~ , c ~1 7. PROPOSED.-PIPE INVERTS :SHALL MATCH 'ASSOCIATED STRUCTURE." INVERT ELEVATIONS: I: I I(, i : ~ ' ~ •
8 :INLET AND'OUTLET;: STRUCTURES SHALL HAVE B:WEEP HOLES .{2 INCH'bIAMETER) AT-'THE :BASE OF THE CONCRETE . ~ a;+so :;~'i ; i. , ,
tl ; , ;i 1 ~ ~ INTERIOR, EQUALLY SPACED AROUND THE STRUCTURE AND CENTERED 1; INCH°ABOVE, THE SUMP :ELEVATION. ~ ~ t " , ~1 , 'i t, 1,`~ ~ , ,
Y , . C
1 ~ ~ ' ` ~ t ; ' ~ S ' 0. ~ a
i ~ . a ji rte'."';-,--~-, '1} S. '1
i o.
• I ~ { ~;r' SYMBOL LEGEND
,
N NOIE ALL AREAS. 70 BE 'SEEDED; SHALL BE' PREPARED AND SEEDED .AS: PER THE ENGINEERING ~ " 1 . i ~ , l ' \ y j Lp ~ LIGHT POLE
' I ~ h ti ! SPECIFICATIONS,.. IMMEDIATELY'PRIOR TO. BLANKET INSTALLATION i AS PART'"OF :EROSION..AND : i ` r' > \ 1.. ; , 'r,++ RESI E C- 1 ' . ~ , ~ 1 UP ~ UTILITY POLE
`SEDIMENTATION CONTROL ORERATIONS :SEEDING RATES ARE SPECIFifD AS PERCENTAGE OF?TflTAL . , ~ ' . w~!
SUCCESSFULLY: GERMINATING SEEDS '6Y COUNT NOT. WEIGHT OR: VOLUME ALL; DISTURBED`,WETLAND I ~ , ; ' i I : ' 4 1 O SANITARY SEWER MANHOLE.
AREAS!SHALL BE'REPLANTED WITH T.HE HERBACEOUS SEED MIX, SPECIFIED .IN THESE PLANS.': 1 ` il,.. : ~ i is i t~ ~ I~ / L J III i~ I ~~i. i ' '~;i. ~ ' ~ I 1 t I.
le] f I e, ~ I { ` 4 ~ i .10+50 i ~ 1, t 1 ~ i , ~ ~ 5 NEW GRADE: LINE-MAJOR
VEGEfATI. N ° NOT t ~ , ' t ~ ; , ; - 0 E , ~
,AI.L PLANTING AREAS SHALL BE PREPARED AND. PLANTED AS, PER THE, ENGINEERING, SPECIFICATIONS.: II; j 1 , ` ~ ~ , ~ •1 I ~ t ~ ~ ~ , , `SOIL ADDITNES .SHALL BE USED TO ALLEVIATE: SOIL 'DEF.ICIENCIES,: ALC CONTAINERIZED VEGETATION !I, ' ® l ~ , ! ~ ~ \ , 1 ` ~ NEW GRADE LINE -MINOR ~ S
SHALL BE,; PLANTED dN A SECURE FASHION AS':fi0 NOT ALLOW HIGH":WINDS OR STORM EVENTS.TO ' ~ ~ fl ~'I ~ ~ ~ ~ ~ ' T L - - - - - EASEMENT LINE
DISLODGE THEIR..PLACEMENT:.. REES,:SHALL REQUIRE STAKING AT THREE ROINTS'PER PLANT TO 3: 1(. - ~ i I , SECURE THEM. a. t 1 , I; ! , I . ~ t r ~ ~ OVER-HEAD UTILITY
't o. ii i ~ t - ~ 1 ~ i ,
CLEARI'N BLNG AN - r ~ , , ;t; r ~ ~ G, GRl1B D CLEAN UP . ~
REMOVE A: Y I T N - z` ! c. t ~ ~ i VEGET T10N ONL N AREAS.INDICATED ON THE PIANS.AND AS NEEDED 0 CO STRUCT THE ,w. BOARDWALK. VEGETATION TO BE ~ PRESERVED SHALL BE-'MARKED. AND ITS DRIP ..LINE PROTECTED WITH. A N. I ~ \ SS SANITARY SEWER LINE
VISIBC.E; BARRIER: CARE MUST BE TAKEN..WHEN REMOVING DEBRIS FROM THE DELINEATED:WETLANDS x ~ ` ` ' o a
AND DIS7U.RBANCE MUST'BE`KEPT'T.0' A -MINIMUM. ,:THE PROJECT EN611'~EER AND''TOWN ;SHALL BE / ii ~ ; , ~ , NOTIFIED THREE (3.) DAYS PRIOR TO: ANY CLEARING, GRUBBING,,: CLEANUP, OR D~B.RIS REMQVAL. ALL; ~ ; ~ ~ \ W WATER LINE ~ :U
- DAMAGE TO WETLANDS SHAH. BE'RE5RONSIBILITI' OF THE CONTRACTOR TO REPAIR:AND REPLANT WITH' II ' i f 1 , ~ ti ti~,~ .-.-_-~~n},_.~_._.:. CHAIN LINK FENCE o °
SEE SHEET C-20 FOR j1 ~ ; r ; : ~ \ APPROPRIA ' VEGETATI N AS Dl F CER'S R EM`ATIV : - G- ~ TE 0 BELTED BY THE CONTRACTING OF L EPRES E
PROFILES SECTION -CUT5 , , . , ° ~ SEDIMENT FENCE 'INSTALLATION-:NOTE.,: IN This .AREA ~ , „ ~ , , ~ ~ D.I. DRQP INLET
, , h, E N ~ N ; : 1 S DIME T::. FENC .:.HALL BE IN AS D AILED I PLAN , R N THE NT1 S 0 t' ~ ~ , ,1 E S. ....STALLED ET N..HESE S.A.OU. D E RE. DOW. L PE _ I , ~ -
2. BOUNDARY OF EACH• PLANTED OR. DISTURBED AREA TIJ`'PREVENT' SEDIMENT FROM ENTERING THE ' ' ' ` • . ! J`~ ;.j ; ; i ~ I t f ~ ~S BOLLARD
..DELINEATED WETLANDS OR 'SURFACE WATERS. I I ~ j t r • x
~ _ I / : 4 ~ 0 \ , i I }•i , : ~ ` UGP UNDERGROUND POWER. LINE ' ~
SLOPE PROTECTION NOTE . ; , _ ~,r , ~ ~~O , . ~ , ~ r
_W f - ON ALL' FINISHED SLOPES WITH. FINAL: GRADE EQUAL TO;OR GREATER -THAN: 31 (H V), EITHER ! ! ; ~ ! , ' PROPERTY CINE _
ER0510N CONTROL' BLANKETS .OR TURF SOD WILL BE INSTALLED: THE EROSION CONTROL ~ ; I I ' , ,1~ 1 - . • - RkGHT OF WAY
BLANKETS `SHALL Bl: AMERICAN EXCELSIOR CURLEX i .MATTING (STAPLE PATTERN C)`' OR- - ` ~ ; , ' , ` : ) 1 _APPROVED EQUIVALENT. THE TURF SHALL BE:CENTIPEDE (2" MINIMUM THICKNESS, TYPE AS ; -~IMI F` I ~I
I. APPROVEDr $Y CQNTRACTING: OFFICERS REPRESENTATIVE): I ; ~ j " j. ~ ~ , : ; , ~~,.y/,~ , . ,r / tea...
` i I: PROPOSED :BUILDING ADDITION o
I:. s I ><2+sa ~ NEW; CONCRETE PAVING w ~ v v
\ t , E m- V rr c °c b m
r r~ NEW CONCRETE PAVERS > ~ .o „
, ~ / ~ ; III ~.~I i o d o` ~aa .
' III 11, j: ~ .It. EXISTING STRUCTURES
i ~
~ ~ I Y ! _ 4t r ~ 2+001 A PROPOSED TREES 00 ~ v
y o (-Y-Y~1' SHRUBS ~ m
_ , , ~ '
W ' I,'..,, i ~a' t 1 ,r t; ! , ,1 ~ ; 1 ~ , ROCK DAM`' W/WEIR ~ ~ ~ a
PROPOSED: , ~ , > BEfORE YOU DIG. v ! ~ ySy ` v~ ~ E , w
I THOMPSON lZ ~ 5CHOO.L , ~o 1 - - - EXISTING CREEK CENTERLINE ,o a ~ ui ~
' D. ~ t `CREEK :atn
`>~+so , s. CENTERLINE. r , . CALL 1 800 632-4948: ~ 1 ; I,~q:.•, . , f - PROPOSED '=CREEK~`CENTERLINE o .i - h
t , N.C~ ONE CALL CENTER:; p ` O `
ITS THE LAW_ x , , , ' h
1,. -1 , 1 _ - N'
m 0 ~ I ~ • f! . •t ~ N - - 0'
. , - ~
' ; 14~+00..._ t ~ . C
PR IMINARY: P ; L SAT - NOT;FOR RECORDATION, , .
Q - , : 4 , ;,1 ~ SALES,: OR CONVEYANCES ~ ' V ' C,'
. ~ , v ~ t ' ~ -
1 ' - - ' ` 1 ~
! , ' ~ 1~ i ~ , ~ i t l~.tJt-.~~~: j - O N C
E 1450. i G9~ 1 W ~
y t 1 ~ it f' ¦ . ,,4 ~ , _ : r~~ : ~
` , • t . , - t _ N.
r 1i ~r
, T _ ..s 4
i ~ . - c , -15100 /
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p is . f U z ~C p -,-i
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~.-r--;~--~ '.V ~ 6±50 .1 l `'1 ...---;''~-,*"'r~ •r; .
t
w
, ,Y Sheet

reference-
number: .
C-14
AREA Sheet of
SCALE: 1 " = 40'

_ . i ~ ,r
.NOTES SEEDING NQT:E : , , 1 . . ~ ,
, z, ALL:"AREAS T0.`BE SEEDED SHALLrB.E:RREPARED AND SEEDED AS PER.:THE ENGINEERING .
- 1. `THE CONTRACTOR SHALL TAKE:CARE TO NOT DAMAGE ANY EXISTING UTl'LIT.IES WHICH ARE TO REMAIN. ALL „ , : _ , ' . , i ` ' - - , SPECIFICATIONS IMMEDIATELY PRIOR TO BIRNKET INSTALLATION, (A5 PART OF EROSION AND . ' SUBSURFACE UTILITY LOCATIONS WILL BE VERIFIED WITH NON-CONDUCTING PUSH-:PROBES F ` ~ UBSUR ACE SCANNING, ,
SEDIMEMA710N CONTROL :OPERATIONSf::S. EEDING .RATES' ARE: SPECIFIED AS PERCE"NTAGE .:OF. TOTAL- , : ~ ~ ' OR OTHER MECHANISMS AS APPROPRIATE IN ALL AREAS .WHERE .EXCAVATION: IS TO `OCCUR': UTILITY °R ' ,ELOCATIO.N SUCCESSFULLY. GERMINATING .SEEDS" BY COUNT.. NOT WEIGHT OR VOLUME .ALL DISTURBED WETLAND r , SEE ~ ~S~fEE~T C~.21 ~ FOR f t `2~ ~ f~ f w~~~Q ^ ~i: r
~ ) ' AREAS'.SHALL BE REPLANTED WITIi THE HERBACEOUS SEED MIX SRECIFIED. IN TH ; P ? 'i -WILL BE COORDINATED WITH THE CONTRACTING" bFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE. THE ESE LANS s , ~ PR.OFf~ S/SECTION CUTS ~ R~Si ENCE so I~`~~., ~ i' ~ 'T~~~'
I ' 1 CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESI=NTATIVE AND THE CITY OF JACKSONVILLE AT i ! ! VEGETATION NOTE f- - ~ IN TH~1~'AREA1 ~ i~ ~ ~ ~ ~ 1~ 1 ~ ~ t , ~ ~ ~ J ; ~ ; US Army Corps ~ ~ ~ ,r~ ~ of Engi~ne~ers
LEAST EVENTY=TW 72 C N L X T T _ ~ W o S 0 WOURS BEFORE UTILITY RELOCAT 0 S E PFC. ED 0 BEGIN. THE NOTIFICATION SHALL:. - ALL :PLANTING °AREAS SHALL BE PREPARED; AND PLANTED AS' -P..ER THE ENGINEERING SRECIFICA'f10NS. r
>INCLUDE THE"DATE AND; TIME OF WORK .COMMENCEMENT. SOIL~ADDII]VES: SHALL. BE', USED ~TO ALL~IATE SOIL.:DEFLCIENCIES. ALL`;CONTAINERIZED':VEGETATION` i . Li; • ; # 1` ~ f j r ~ 1,, Wilmington. nistrict
2. AT-COMPLETIONOF CONSTR~ ~TI RAT ~ S ,I ITI H lJC ON OPE IONS AND, ;PRIOR TO U E Of FAC L ES, 'F E CONTRACTOR I5 TO FULLY SHALL: ;BE PLAM~D IN A ~sECURE :FASHION~~~~AS To.:NOT AuoW; HIGH <wINDS oR' STORM ; EvENTS To ~ .;`1- ~ DISLODGE THEIR .PLACEMENT...: THE ~S' SH ` ~ ~ ~ ` ~ ~ r FLUSH ALL SUBSURFACE STO~RMWATER~ CONDUITS USING FIRE HOSES~~:OR OTHER :WATER SOURCES :OF E UNALfNT ' E Au., REQUIRE sTAK~INC AT THREE :PANTS PER PL~tuT To , ; ,r ~r` ~ E ~ ' 1i 1 ~ R ~ -
Q S SECU,RE.THEM,: MAGNITUDE. THE'.CON1'RACTOR• SHALL TAKE CARE NOT:<TO DAMAGE :ANY OF THE SITE DURING THIS PROC.EDURf: _ ~ ~ ~ , { it N~ _
, ADEQUATE. FLUSHING WELL BE .DETER"MINED BY THE CONTRACTING OFFICERS REPRESENTATIVE.. CLEARING;' GRUBBING AND ..:CLEAN--,tJP ~ , , ' 1 , , , , 7
3. T P .I A THE COM LFT'ON OF STORMWATER :FLUSHING" ACTIVITIES THE SURFACE OF ALL; BIORETENTION AREAS SHA B LL E REMOVE VEGETATION ONLY IN AREAS INDICATED.ON'THE•PLANS"AND AS:NEEDED`T'O.CO'NST UCT ~ ' R ..THE ~ ~ ~ ~ i ~ 7 a i
SCRAf? : I R . , ED, F NES EMOVED TO A LOCATIQN WHERE SUCH '.WILL NOT 'FLOW INTO BIORETENTION AREAS AND BOARDWALK. VEGETATION TO.:BE, PRESERVED SHALL: BE MARKED AND ITS D . \ RIP .LINE, PROTECTED WITIi. A: O , `t ~
U SURFACE RIFLED .T -A D. P VISIBLE, BARRIER.c CARE":~MUST;BE TAKEN'::WHEN.'REMOVING.DEBRIS;FROM THE DELINEATED'.WETLANDS - ~ ' , SGA 0 E TH OF_ 3 INCHES. A DISTURBANCE MUST`;'BE KEPT TO 'A' MINIMU.M.:: THE :RROJECT ENGINEER'AND` TOWN' SHALL:BE" c ~ t ;J r c , I, f ~ J , !f !
4; NON-UNDERDRAIN CONDUIT'S SHALL BE NCDOT APPROVED. PRECAST CONCRETE PIP . • , ~ : , - NOTIEIED THREE:: 3 ..DAYS.:PRIOR T - r-`"~ ~ ' O ,0 ANY .CLEARING,; GRUBBING., CLEANUP, OR DEBRIS':REMOVAL:: ALL> . , , 5. INLET ,ANO OUTLET STRUCTURES. SHALL Bf ' NCDOT APPROVED" PRECAST CONCRETE.: I ,1 ~ r .f ; _ ~ ~ ~ ,
AAMAGE. TO WETLAND$>>SHALL BE' RESPONSIBILITY OF THE, CQNTRACTOR'T R P ~ , .W1 0 E.AIR ANO REPLANT-W,ITH 6. INLET.AND.OUTL~T STRUCTURES SHALL BE FILLED -WITH. CONCRETE FROM SUMP TO `INVERT ELEVATI ON. APPROPRIATE VEGEfATiQN A& DIRECTED :BY THE CpNTRACTING OFFICERS REPRESENTATIV,E.' ~ 1 , r / ~ t } ~ j ^ if
r.. 7. PROPOSED PIPE INVERTS SHALL MATCH ASSOCIATED STRUCTURE INVERT ELEVATIONS: ~ ; t ' : ~ ~ ~ r ~ ~ ~ f, .
SLOPE PROTECTION NOTE ~,r 8: INLET';AND Ot1TLET STRUCTURES' SHALL HAVE 8 :WEEP HOLES 2 INCH ..DIAMETER -AT T ~ r 1 ( HE BASE OF THE CONCRETE : ,
INTERIOR; EQUALLY SPACED AROUND THE STRUCTURE AND CENTERED. 1 INCH A80VE THE'-SUMP ELEVATION. oN ACk FINISHED SLOPES: ITH 61NAL GRADE 'A T ' W EQU L 0 OR GREATER THAN 3;1 (H:V); -EITHER' ' ET;f EROSION CONTROL BLANKETS OR TttRF $OD WILL' BE" iNSTALl:EO. "THE:,EROSiON CONTROL ° ~ -..:.,,PRp
SYMBOL LEGEND : BLANKETS SHALL BE AMERICAN EXCELSIOR UR, X I M i , , C . LE ATTING (STAPLE PATTERN . G) QR: ,~~d! .~w -PRCJfCT ~ J ~r f' r~r % ~ ~ I r f° a ~ ~ ..NT ~ ~ t~.,~/ ~ 1.,'; v _ o
APPROVED EQUIVALENT. THE TIJRF..SHALL'BE`CENTIPEDE:(2"`t~fNIMUM:THICKNESS; TYPE`AS OF UTILITY' POLE x CHAIN' LINK FENCE ~ 1:..• w ~~tCe r 1 + ~ a
1•.1 APPROVED `BY CONTRACTING 'OFFICER S` REPRESENTAI1VE). ~
E PROPERTY "SANITARY SEWER MANHOLE _ r
I PROJECT BOUNDARY ~ , ~d P ~ 1` , err
N - i l 5 EW GRADE. LINE MAJOR. :.EASEMENT j r it ~ ~ f~~ , ~ ' r ~ ,,y
NEW GRADE. LINE -MINOR - . ~aa,rou ac , t'
EXISTING` STRUCTURES : _,~_.~w..__. ; ' ' . ~ P r' r
EASEMENT LINE cw:, eoo e~+s~a s ..EXISTING TREES x c a~-cw. c~ ~ ~ L ,
OVERHEAD UTILITY . IT'S, TrIE LAW 1 i` . ~j ~ i ~ f ~ ~ A fi! t . r• ~ ~ f ! 1 ~ ~y _ s ~ r
~1 SHRUBS , ` SS< ; SANITARY SEWER LINE - ~ s ~ ( 1 ~
. _ ; UGP__ UNDERGROUND' `POWER ::LINE 9 ,1 ~ E a
. M :q; ; ; NAT FOR" RECOROAJI.ON,: ' r ,
40. 0 : 40 W ER .LINE says, oR coNVEVANCSS EXISTING CREEK- CENTERLINE - : ' ; , , ~ ~ x 4 \ O
SD STORM SEWER - PR 'SCALE: 1 "=40' OPOSEp. CREEK CENTERLINE , k
O. ^ ` . _ ~ ewe eet ~ ;o l ~ / 4 a 7~00~ liti ~ rl,~
, A ER S RUCTURES r ~ 1. ~ ~
B Element T e Gr t ; IOSWa e . yp ~ e Len th Srze Crest A Crest B -Crest C Crest D Invert.. Sum ' ; ~ 9 p
> , : _ 5 35 w'.. ~ . / ~ f ~ z ~f
o~structe ' t a Y4 inlet - 8x4,.. 4.25 3:80' 3.50' 3.80' 7:2 ' - , 0' : w,.~ ~ ; ;
G9 Outlet - _ 4'x4' : 3.50' 3:20' . ~ _ , - 2 50 3.20. 0.40 2.40
` I
C10 Outlet - - 4x4 3.00 2.25 2.50:. > 2.50 1:50' _ -0:50' ~ , ` ~ ,
C11 Outlet - - 4x4 5.25 : 4:50 3.75. 4.50..: 3:25 1:25 . '~.,~,r
1 f ~
C12 Outlet - - 'x4' 11 ~ , , ' 8 00 10:50 10,00' 10.50. 9:50. 7.50 _ - ~ L ~
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P10 Pi ' e - 18.:0' . 24" dia - - _ o v P f~• ~ / +t / 1 J, ~ ~ ~ J,~ r ~
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' P 7 r" WgRD r number:
C-15
Sheet of
SCALE: 1 =40',

NOTE NOTES
SYMBOL LEGEND
_ T. THE 1. THE .CONTRACTOR •SHALL TAKE DARE TO NOT DAMAGE ANY EXISTING UTILITIES WHICH. ARE TO REMAIN.. ALL ' ' r.~~~i
SUE LF?' LIGHT POLE _ ` SUBSURFACE UTLLITY LOCATLONS WILL BE VERIFIED WITH NON-CQNRUCTING PUSH=PROBE; SUBSURFACE SCANNING, OR QTHER MECHANISMS AS APPROPRIATE IN ALL `AREAS WHERE ;EXCAVATION IS TO OCCUR. UTILITY RELOCAl10N US Army Corps
UNDERGROUND POWER LINE . WILL WILL BE COORDINATED WITH' THE CONTRACTING OFFICER'S; REPRESENTATIVE AND: THE CITY OF JACKSONVILLE. THE of Engineers
UP U - , .BEFORE YOU DIG TILITY POLE CO<• :PROPERTY LINE ; CONTRACTOR SHALL .NOTIFY THE .CONTRACTING OFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE AT Wilmington district
LE"A' IIASI` SEVENTY-TWO (72) HOURS BEFORE UTILITY` RELOCATION IS EXPECTED TO BEGIN. THE NOTIFICATION SHALL
SS; SANCfARY SEWER MANHOLE _ PROJECT 'BOUNDARY INCI ` CAII t 80U 63Z-4949. 2. AT INCLUDE THE DATE AND'TIME.OF WORK COMMENCEMENT.
N.C.'ONE-CALC:CENTER 40 0 40 • 5 . NEW GRADE LINE -MAJOR.. _ - - - EASEMENT . ~ FLU 2. AT COMPLETION OF CONSTRUCTION OPERATIONS AND PRIOR TO USE OF FAGIUTIES, THE GONTRACFOR IS TO FULLY
ITS THE.: LAW . - -MAC FLUSH ALL SUBSURFACE STORMWATER CQN,DUITS USING FIRE HOSES OR OTHER WATER SOURCES OF EQUIVALENT MAGNITUDE: THE CONTRACTOR ,SHALL TAKE CARE NOT TO DAMAGE: 'ANY OF THE SITE DURING' THIS PROCEDURE: a
NEW GRADE LINE. -MINOR SD ADE ADEQUATE. FLUSHING WILL BE DEl'ERMINED BY .THE CONTRACTING. OFFICER'S REPRESENTATIVE.
$TORM.:SEWER 3: AT 3: AT THE COMPLETION OF •STORMWATER FLUSHING ACTIVITIES, THE :SURFACE OF ALL BIOREtENTiON AREAS SHALL BE
EASEMENT LINE _ SCF EXISTING.-..STRUCTURES SCRAPED, 'FINES REMOVED TO A LOCATION WHERE SUCH WILL NOT .FLOW INTO BIORETENTION AREAS; AND o
SUF ; . PRE~LMI~IARY SURFACE :SCARIFIED TO' A ,DEPTH. OF 3 INCHES: °
PLAT 4. Noc OVERHEAD UTILITY , EXISTING TREES U , NOT: FOR R. ECORDATION ~ 5. INLE 4, NON-UNQERDRAIN CONDUITS SHALL. BE NCDOT"APPROVED PRECAST CONCRETE .PIPE, 5, 'INLET AND OUTLET STRUCTURES SHALL BE NCaOT APPROVED PRECAST:CONCRETE,
SALES; OR CONVEYANCES SS SANITARY' SEWER LINE _ 6: aNLE 6: aNLET AND OUTLET STRUCTURES SHALL BE FILLED WITH CONCRETE FROM: SUMP ,T0 INVERT ELEVATION.
(~1 SHRUBS 7. PRC 7. PROPOSED PIPE INVERTS .SHALL MATCH, ASSOCIATED STRUCTURE INVERT `ELEVATIONS:
' SF N 8: INLE SEDIME T FENCE SF - 8: INLET AND OUTLET STRUCTURES SHALL HAVE 8 WEEP HOLES (2'INCH DIAMETER) AT THE BASE; OF THE CONCRETE
SEDIMENT FENCE INTE INTERIOR,- EQUALLY .SPACED AROUND THE STRUCTURE AND .CENTERED 1 'INCH ABOVE THE SUMP- ELEVATION:
W WATER LINE ; ROCK DAM W/WEIR _ s , a
I s=~...- ~ I
G DRAINAGE DITCH/WATER' COURSE _ ` ' ~ ~ ~ ~ ,i t 1 ! v~
~I 0%~ i 1` i I x I NC ~ ' ! ! S +
/ ~ \ ~
~ 1 1 ( r 1 s i
'SEEDING NOTE _ : \ t~ } SEE SHEET C-21 fOR ~ ,j / F t f ~ a , Cl`3 ~l ~
I ~ , ALL AREAS TO BE SEEDED:SHALL BE PREPARED. AND SEEDED. AS PER: THE ENGINEERING ~ ti PROFILES / SECTION' CUTS SPECIFICATIONS IMMEDIATELY': PRIOR TO`'BLANKET INSTALLATION (AS BART OF EROSION AND ~ ~ i , 1 r ~ .,..J. I ~ 1F it / ~
' ~ I IN TMIS AREA T, : ~ ~ , SEDIMENTATION CONTROL OP.ERATIONS): SEEDING, RATES ARE :SPECIFIED AS':PERCENTAGE OF .TOTAL ~s:~ ; C f 1 , ; ~ I ~ ~ 1 r. i 1 ~ ~
SUCCESSFULLY GERMINATING . SEEDS BY COUNT ,(NOT WEIGHT OR VOLUME). AI.L DISTURBED WETLAND - f \ ~ '
.AREAS .SHALL BE REPLANTED WITH THE' HERBACEOUS'SEED MIX SPECIFIED: IN THESE 'PLANS, ~ ~ `ti. ~ 1 r t 2 0 f ~"t:. t, } / ~ 'I ~ ' ~ l ~ ~ . • , ;
II \
- WEGETATION '.NOTE ~ ; f., / ~
ALL PLANTING AREAS. SHALL' BE PREPARED AND ;PLANTED.: A5 PER:THE ENGINEERING SPECIFICATIONS. HORELINE DR. ~ . ~ r SOIL AbDTFIVES..SHAI:I BE USED TO . L I C NTAIN RIZED V WET ..SWALE ~ I f , A LEVIATE SO L DEFICIENCIES. ALL . O, E EGETATION '
t SHAL , L BE Pl'ANTED 1N A .SECURE .FASHION AS;;TO.. NOT',-ALLOW HIGH WINDS OR STORM •EVENTS TO • . ~ ~ / / , ~ r / a
DISLODGE-THEIR PLACEMENT.:, TREES:SHALL REO.UIRE STAKING ATTHREE POINTS PER PLANT, TO SECURE THEM. r' 7 ~ It ~ . . r ~ ~ ,
i+$p CLEARING, GRUBBING, ANQ CLEAN-UP r r,:- r ~ i ar. ~t; j' h"11~4~5'0~~ ~rI / r' i'' I, ,
REMOVE VEGETATION ONLY IN; AREAS- INDICATED ON THE PLANS ANp AS NEEDED T0':CONSTRUCT THE - ~
. BQARDWALK: VEGETATION TO'8E PRESERVED SHALL BE. MARKED `AND ITS DRIP LINE'PROTECT~D WITH; A:. ~ ` . - y ~ ' .
VISIBLE-,BARRIER. CARE MUST BE TAKEN:'WHEN REMOVING DEBRIS FROM THE DELINEATED WETUtNDS / ,~Q, ' ;.AND DISTURBANCE MUST HE'KEPT TO'A MINIMUM THE PROJECT ENGINEER.-AND TOWN SHALL'BE fJ I , / ~ , J I , t ~ a
NOTIFIED'.:THREE (3)~~DAY5 PRIOR TOaNY CLEARING,GRUBBING, CLEANUP,. OR DEBRIS; REMOVAL. ALL: ~ ~ . ~ . ~ ~ ~ r' ~ i i
DAMAGE Td WETLANDS SHALL:: BE ;RESPONSIBILITY OF THE .CO.NTRACTOR TO tREPAIR AND REPLANT WITH a R 'N ' ' f r' It / RES.f CE , ~ n , µ r tll
APPROPRIATE VEGETATION A5 DIRECTED BY THE-..:CONTRACTING OFFICER>S REPRESENTATNE. - a o / Y Q. ,%f . .N * ~i ; ~~S~~~NCE i t.. ~ ~,wt r~ : r/ ' `r ' per,
~ ~ , ti `SEDIMENT FENCE INSTALI.~TION NOTE , l 1 , l ~ i tq ~ J SSy,.,,_~~ a ~ ! r I ~ j ~ i 1 ~
, / res / i SEDIMENT-:FENCE SHALL BE INSTALLED AS: DETAILED IN THESE PLANS AROUND THE ENTIRE DOWNSLOPE ~f
t ~ / ~ 80UNDARY :OF EACH PLANTED OR DISTURBED, AREA TO PREVENT SEDIMENT FROM ENTERING THE , n pp . . .
DELINEATED- WETLANDS OR SURFACE WATERS..' / ; , . • y., Ox. ~ 50 f ? ~ o
, L 2 /
SLOPE. PROTECTION NOTE o ~ , ~ ~ ~ J'
Crest: C i , f ON ALL FINISHED SCOPES WITH FlNAL GRADE EQUAL TO OR .GREATER THAN 3:T H:V , EITHE# ~ ) / "~.y t,. A r n~<
EROSION CQNTRQL ;BLANKETS° OR TURF SOD WILL BE INSTALLED. THE EROSION, CQNTROL / , _ .
' BLANKETS -SHALL BE AMERICAN EXCELSIOR CURI:EX I MATTING (STAPLE PATTERN C) OR o+oo ' , i , I APPROVED`,EQUNALENT. TWE TURF SHALL BE CENTIPEDE: (2" MiNMUM THICKNESS; TYPE. AS i"`-~---;
APPROVER BY CONTRACTING OFFlCER'S REPRESENTATIVE BOX SCHEMATIC' . ` ~ ~ • WILSON BAY PARk = ~ ~ ~ ; ; ?I / _ .
IE IGRADES INTO r ? NORTH CREE~ ~ : ~ i c
EXISTING. ROCK SILL ' t ' ( '
• STORMWATER STRUCTURES uN©ER BoAROwALK , / , ~ -
~ Element T e Grate Len tli ;Size, , Crest .A ` Crest B G:rest C Crest D'• / ~ YP 9 Inert Surnp ~ _ ( ,
~ . C13 Outlet - 4x4 7:00 6:50 6.00 6.50 5.12' 3:.12
~ t > ~
C14 Inlet - 4x4 4:00 3:50 3.00 3,50 1,47 -0.47 ~ . , ~ f, , , a - i 1 ~ i s~ , , r , SE SHEEP 22 ``,FOR y - ~ ~ r ~ , ` RE510.F~NCE ~ Jr_ ~ r .
Out et - 4x4 4.00 3.50 3:Q0 3.50 0:61 -1.11 ' ~ ~ , i ~ ' PR FILES; 5~TIQN- E1JT5 r'F ~ , ;.i.~~f , i r~ INTHIS' AR f ` ~ ~ ~
I
C16 Outlet - - 4'x4' 3:00' 2,.50' 2.00' 2.50'' 0:36'.. -2:36' I I - ; f_._ , . ~ ~ ~,,..r,'"j Ilf i 1 ~ `r2 'o v cur
„ r ~ - P12 Pipe: - 8:0 15 DIA- - - - - - ~ 2d'50 ~ ,3" tr a .,,y ~ ~ ~ ~ ,r' ~ ~ 3
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' s+s~ SEE SHEET C-22 FOR
; ~ h PIZOFPLES'/ SECTION CUTS ~ ,`t`` w
I' 11'1'{ i\ 1 1 'I ~ t ~ t . IN. THIS AREA ~ p o ~ z
i t ~ ~ ~ , WILSON B Y PARK ,,f'f ~ 4 ~ 4
'r `'*SOUTH CR~~C ~ ~ ~ ~ C ~ ~
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1 l . t T S Sheet
` ti, , ti, roft~ror,r+r~
number:
LIGKHOUSE, CHURCH
SCALE: 1 40' WILSON BAY PARK C 16
SCALE: 1" = 40' Sheet of

NOT S ____~_E
1: `THE CONTRACTOR SHALL TAKE CARE-:TO NOT ;DAMAGE ANY EXISTING, UTltITIES WHICH ARE TO REMAIN. ALL - i;~,,
-SUBSURFACE UTILITY LOCATIONS WILL BE VERIFIED WITH NON-CONDl1CTit~lG PUSW-PROBE SUBSURFACE SCANNING SYMBOL. LEGEND OR OTHER MECHANISMS AS APPROPRIATE IN. ALL AREAS WHERE EXCAVATION' IS TO OCCUR. UTILITY .RELOCATION '
F R PRESENTATIVE AND` THE CITY °OF JA KS . :WILL BE CQORDINATID WITH THE. CONTRACTING OF ICER S E C ONU LLE. THE , US Army Corps
'CONTRACTOR SMALL :NOTIFY TH'E CONTRACTING. OFFICER'S REPRESENTATIVE AND THE: CITY OF JACKSONVILLE AT of Engineers
• L-P LIGHT POLE UGP UNDERGROUND POWER. LEAST.: SEVENTY .TWO. (72) HQUR5 .BEFORE UTILITY ;RELOCATION IS EXPECTED. TO BEGIN. THE NOTIFICATION SHALL ' - LINE LINE Wilrnin~tan District
. INCLUDE THE DATE AND TIME OF WORK COMMENCEMENT.
2. AT COMPLETION O.F CONSTRUCTION .OPERATIONS AND PRIOR TO USE OF FACILITIES THE CONTRA T R ~ UP ~ , _ UTILITY POLE _ C 0 IS TO FULLY PROPERTY LINE
' -PLUSH ALL SUBSURFACE STORMWRTER CQNDUITS USING FIRE HOSES` OR OTHER WATER SOURCES:OF EQUIVALENT SS SANITARY SEWER MANHOLE - PROJECT :BOUNDARY i
MAGNITUDE, TH.E CONTRACTOR SHALL`-TAKE CARE-NOT TO pAMAGE ANY OF THE SITE DURING THIS PROCEDURE, a
ADEQUATE .FLUSHING WILL BE DETERMINED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. S NEW GRADE LINE -MAJOR - ~ - EASEMENT . 3. AT THE COMPLETION OF STORMWATER FLUSHING ACTIVITIES, THE SURFACE OF ALL BIORETENTION-AREAS SMALL BE 40 0 40 80 Q
° SCRAPED, FINES .REMOVED TO A LOCATION WHERE SUCH WILL NOT FCOW`dNTO 61'ORETENTION AREAS, AND SCALE 1"-40'.
SURFACE SCARIFIED TO A DEPTH OF' 3 INCHES. NEW -GRADE -LINE -MINOR SD STORM SEWER 0
4, NON=UNDERDRAIN CONDUITS SHALL BE NCDOT APPROVED, PRECAST CONCRETE PIPE. .BEFORE YOU DIG: _
5 INLET AND OUTLET STRUCTURES SHALL BE NCDOT.APPROVED PRECAST CONCRETE. - EASEMENT CINE 6: INLET. AND OUTLET STRUCTURES SHALL BE: FILLE[1 'WITH CONCRETE; FROM .SUMP TO INVERT 'ELEVATION. EXISTING STRUCTURES slop
7: PROPOSED PIPE INVERTS SHALL MATCH A5SOCIATED:STRUCTURI= INVERT ELEVATIONS. V R . ,~f- 0 E HEAD UTI~iTY ` CALL:t 600 632-4949.
EXISTING TREES INLET AND OUTLET STRUCTURES SHALL HAVE 8 WEEP HOLES (2 INCW DIAMETER) AT THE BASE,`OF THE CONCRETE. N.C: ONE.=GAIL CENTER iT'S THE LAW _
°INTERIOR, EQUALLY .SPACED ..AROUND :THE: STRUCTURE-AND .CENTERED 1 :INCH ABOVE THE SUMP ELEVATION: SS SANITARY SEWER TINE SHRUBS
0
W WATER LINE... SF SEDIMENT FENCE '4 U
SEEDING NOTE G DRAINAGE DITCH WATER 000RSE m W' Ca
AtI;AREAS TO BE SEEDED SHALL BE PREPARED, AND SEEDED AS RER THE ENGINEERING ROCK DAM W/WEIR: SPECIFICATiQNS IMMEDIATELY PRIOR TO BLANKET INSTAl.U1TIQN (AS-:PART OF EROSION AND PRELIML~IARY PLAT
SEDIMENTATION CONTROL OPERATIONS). S~~DING RATES ARE 5PECIFIED AS PERCENTAGE, OF TOTAL x CHAIN L NK f N E CE NOT s:OR RECORDATION, SALES, OR`.CONVEYANCES.
SUCCESSFULLY GERMINATING SEEDS BY COUNT (NOT WEIGHT OR VOLUME), ALL DISTURBED WETLAND
AREAS SHALL BE REPLANTED. •WfTH THE HERBACEOUS SEED:MIX SPECIFIED iN THESE `PLANS,
VEGETATION NOTE
AL,L PLANTING AREAS SHALL BE `PREPARED AND PLAI~ITED AS PER T.HE ENC~INE.ERI,NG 5PECIFICAI'IONS. SOIL ADDmVE5 SHALL BE USED.TO ALLEVIATE $QIL DEFICIENCIES: ALL CONTAINERIZED,VEGETA'fiON _
SHALL BE PLANTED 'IN A SECURE FASHION AS TO'NOT ALLaYV HIGH WINDS. OR STORM'EVENTS ,T0 a, a
DISLODGE THEIR PLACEMENT.: TREES SMALL REQUIRE STAKING AT THREE POINTS PER'PLANT'T0 SECURE THEM. 4.
~ ' ~ .~i o, m
LEARING; GRUBBING AND-CLEAN-UP ~ ~ ,r'
REMO ` VE i!EGETATIO. ,ONLY IN ;AREAS INDICATED. ON THE PLANS AND" AS NE ED TO. CONSTRUCT THE tip' ` ` + ~ BQARDWALK, . VEGETATION TO 9E PRESERVED; SHALL BE: MARKED AND ITS 'DRIP UNE PROTECTED: WITH A . ~ ~ . ` ~ ~ I 1 ~ ~ ~ I
VISIBLE BARRIER CARE MUST 8E TAKEN WHEN REMOVING?:DEBRIS FROM' THE,DELINEATED, WETLANDS \ I ~.;Q `t ` I: i M r~
AND' DISTURBANCE MUST BE:KEPT TO A MINIMUM' THE :PROJECT ENGINEER AND TOWN SHALL BE I , i ~I~';1 ~ES~D ,CE ! 'I NOTIFlED THREE 3 DA PR'bR . T ~ ~ t ~ + YS i 0 ANY CLEARING. GRUBBING, CI:EgNUP, OR pEBRi5 REMOVAL:: ALi:
DAMAGE TO WETLANOS'SHALL BE RESRONSIBII,I'tY OF THE COM. RACTOR TO REPAIR: AND REPLANT WITH j q I t l . ~
APPRORRIATE VEGETATION AS `DIRECTED`BY THE CONTRACTING OFFICERS:REPRESENTATIVE. - 't N~; 4 ~ ~ ~ ; i ~ ~_._...r ~ \ m., t i ~ 1 t ~
r. I ~ ~ ~ i 2 SEDIMENT FENCE INSTALLATION ..NOTE. , ; , ; Ala i ,
- U `w. SEDIMENT FENCE SHALL BE ,INSTALLED AS DETAILED IN THESE PLANS AROUND. THE ENTIRE DOWNSLOPE ; i ~ 1 ` 'ti, ~ .
SEE SHEET .G 24 FOR BOUNDARY OF EACH PLANTED QR DISTURBED AREA TO PREVENT SEDIMENT FROM ENTERING THE. ~ y i ~ \ ' ,
DELINEATED WETLANDS OR SURFACE WATERS.. PROFILES/SECTION.; CUTS 1 \
IN THIS AREA e , ~ `
SLOPE .PROTECTION NOTE I ~ ,
ON ALL FINI5NED SLOPES WITH:FINAL. GRADE: EQUAL TO OR GREATER THAN: 3:1 (H:V), EITHER.- - ' '
\ ~ RESiI .EROSION CONTROL'BL4NKETS' OR TURF,; SOD WILL-BE INSTALLED: THE' EROSION CONTROL '1 RESIDEN6~ ~ - ,
BLANKETS SHALL, BE AMERICAN EXCELSIOR CURIEX I .MATTING (STAPLE PATTERN C) OR _ , a+oo . \ ' A ~ 1 APPROVED EQUIVALENT; THE TURF SHALL. BE CENTIPEDE (2. MINIMUM. THICKNESS,- TYPE AS ' ~ \ . ~Y•~'`•. / 9 I
, APPROVED BY CONTRACTING OFFICER'S' REPRESENTATIVE). r .
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S MITH F1 LD G RAFTS RAJ ECT C -17
SCALE; 1„ = 40' Sheet of

~ ~ ti, , r ~ ~ r ~1OTES t I ~ a_,
r . V.-/~"'~ , ~ , _ ~..1, E ~ f 1. THE CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE ANY E; IMAGE ANY EXISTING; UTILITIES WHICH ARE TO REMAIN'. ALL SUBSURFACE UTILITY LOCATIONS WILL BE VERIFIED WITH NON-CONDUCTING PUSH-PROBE, ; ,
SUB _ Sk1RFACE SCANNING, OR OTHER MECHANI M ~ ti S S AS APPROP i AS APPROPRIATE iN ALL AREAS WHERE EXCAVATION IS TO OCCUR. UTILITY RELOCATION: WILL BE COORDINATED WITH THE CONTRACTING OFFICER'S
„ REPRESENTATIVE AND THE CITY OF JACKSONVILLE: THE CO:NTI E. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S' REPRESENTATIVE AND THE CITY- OF JACKSONVILLE AT LEAST SEVENTY-TWO (72j .HOURS
~ / , ~ ` ' BEFORE; UTILITY RELOCATION IS EXPECTED TO BEGIN: THE NC EGIN: THE NOTIFICATION .SHALL INCLUDE THE DATE AND TIME OF -WORK COMMENCEMENT. US Army Corps
> 2. AT COMPLETION OF CONSTRUCTION OPERATIONS AND PRIOR , AND PRIOR TO l1SE OF F,4CfLITIES, THE CONTRACTOR IS TO FULLY FLUSH ALL SUBSURFACE STORMWATER CONDUITS USING FIRE HOSES OR OTHER of Engineers-
WATER SOURCES OF EQUIVALENT MAGNITUDE. THE CONTRACT( IE CONTRACTOR SHALL TAKE 'CARE NOT' TO DAMAGE, ANY OF THE. SITE DURING THIS PROCEDURE;, ADEQUATE FLUSHING WILL BE DETERMINED BY THE Wilmington District
CONTRACTING OFFICER'5 REPRESEN TATIVE, .w 3. AT THE COMPLETION OF STORMWATER ~ ~ ~ USHING ACTIVITIES, T
, _ `~ti , - b ..-;~,.tiY BIORETENTION AREAS, AND SURFACE SCARIFIED TO A DEPTH ACTIVITIES, THE SURFACE OF ALL- BIORE?ENTION AREAS SHALL BE SCRAPED, FINES REMOVED TO A LOCATLON WHERE SUCH WILL NOT FLOW INTO TO A DEPTH OF 3 INCHES..
_ ~ 4. NON-UNDERDRAPN CONDUITS HA , - . ~PPROVEQ PRECAST CONCRETE PIPE.
' ~ , ; ~ i M1 _.._v.._.~~.._,... ,t `._.w. 5: INLET AND OUTLET STRUCTURES SHALL.. BE NC T APPROVED n , . JT APPROVED PRECAST CONCR~I`E. a
. ` 6. INLET AND OUTLET STRUCTURES SHALL BE FILLED WITW; CON( e~ 7. :PROPOSED PIPE INVERTS SHALL MATCH. ASSOCIATED STRUCTU :D WITW; CONCRETE FROM` SUMP TO INVERT ELEVATION. a
'1 L ' 8. INLET-.AND OUTLET STRUCTURES SHALL HAV .TED STRUCTURE INVERT ELEVATIONS.
HO - : . ~ ; ~ _ - E $ WEEP LES - 1 ~ ~ ~ ; - ; e_ THE SUMP ELEVATION. WEEP HOLES (2 INCH DIAMEI•ER) AT 'THE BASE OF THE CONCRETE INTERIOR; EQUALLY SPACED AROUND :THE STRUCTURE AND CENTERED 1 INCH ABOVE 0
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, 5 NEW GRADE .LINE -MAJOR SLOPE PRQTECT~ON NOTE
ON ALL FINISHED SLOPES WITH°'FINAL..GRADE EQUAL TO,OR GREATER THAN_ 3:1 (H:V), EITHER ERASION CONTROL BLANKETS OR TURF SOD'. WILL BE.INSTALLED.,THE EROSION CONTROL
NEW GRADE LINE - .MINOR BLANKETS SHALL BE,AMERICAN EXCELSIOR CURCEX I MATTING.(STAPLE PATTERN C) OR
5CALE: 1" = 40' EASEMENT LINE APPROVED EQUIVALENT: THE TURF SHALL BE CENTIPEDE (2" MINIMUM THICKNESS, TYPE AS o
APPROVED BY CONTRACTING OFFICER'S REPRESENl'ATIVE). ~ 40 0 40 gp
\,l--- OVERHEAD UTILITY _
. - SCALE: 1,;._40'.. a
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"IS
SCALE: 1 = 40 SITE PLAN C 18
Sheet of SCALE: 1" = 200'

95% PRUGRESS DRAWINGS ; ,
FDR. REVIEW CINLY US Army Corps
of Engineers
NC~T FAR GNSTRUCTI(~N Wiimingtan Qistrict
e~E ~ arc
CALL 1800 832-4949 a Ca+SO a
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0 0 O O 0 O 0 -100 0 100 -100 0 100 -100 0 100 -100 0 100 -100 0 100 C- 19
PROFILES THOMPSON SCHOOL CREEK UPPER AREA 04 EA Sheet of
SCALE: 1 " = 40'

'I' ~J% PROGRESS IJRA~VIN~.~'rS
4 FOR RE~TIE~V ONLY U5 arrr,y corps of Engineers
4
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Q
0 0
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-100 0 100 -100 0 100 -100 0 100
C--2
IREA Sheet of
PROFILES - THOMPSON SCHOOL CREEK -LOWER AREA
SCALE: 1 " = 40'

95% PRO~rRESS IJRAV~:INGS
12 12
~ V IE YV US Army Corps
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0 0 0 0 -100 0 100 -100 0 100 -100 0 100 100 C-21
Sheet of
PROFILES NEWBERRY STREET Z SHORELINE DRIVE
SCALE: 1" = 40'

95% PROGRESS I~RA~V~:IN~S
H FOR REVIEW ONLY ~S Army co~p~ of Engineers
00
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-100 0 100 -100 m loo reference
• -ioo o iao -ioo o too aoo iao -iao number:
C-22
SOUTH Sheet of
PROFILES -WILSON BAY PARK NORTH /EAST & SOUTH
SCALE: 1" = 40'

9% PROGRESS DRAWINGS
FOR REVIEW ONL US Army Corps
(('"~~''j'' (fib of Engineers
N4,J 1 FVi\ C~~~~~~cIVN Wilmington District
LEGEND
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Sheet
reference
number:
C-23
PROFILES -CALVARY CHURCH CREEK
SCALE: 1 " = 40' Sheet of

V
o PROGRESS DRA: GS
FO~ R ~ ;VIF, VV ~1VI,~~ US Army Corps
of engineers
NOT FOR CONSTRUCTION w~~m~ngton ~istr~ct
d LEGEND
PROPOSED GRADE
2
EXISfiING GRADE
8 8 5 C
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I 1Y1PP.T I
reference
number:
C--24
PROFILES -SMITHFIELD GRANT
SCALE: 1 " = 40' Sheet of

I I
PR - T NARRiTN ERASION CONTRQL BLANKET
(NTS) THIS PROJECT WILL INVOLVE THE ENHANCEMENT AND REHABILITATION OF SEVERAL PROPOSED AQUATC ECOSYSTEMS WITHIN THE CRY OF U5 Army Corps
JACKSONYIL.LE. TWE PROPOSED PROJECT INCLUDES MEASURES TO ADDRESS SOURCE WATER POI.LUnON, INCREASE FRESHWATER AND BRACKISH HABITAT, of engineers
RESTORE FLOOQ PWN5 AND REDUCE FLOODING IN THE URBAN ENVIRONMENT, AND IMPROVE AQUATIC AND BENTHIC HABITAT IN VdLSON BAY. LOCATIONS OF TWE PROJECT SITES INCLUDE THOMPSON SCH04L CREEK AND ITS TRIBUTARIES, WILSON BAY PARK CREEK, AND WILSON BAY. 1.5' ,
WORK INCLUDES STREAM AND OR CHANNEL IMPROVEMENTS, WEMNQ AND RIPARIAN HABITAT IMPROVEMENTS IN THE BAY WATERSHED, AND 3 0 0 3 / 0 3' 0 1.5' 0 01-~K? ~ ~ Wilmington Distirict
RM WA R Y. m W RK IN U MEASURES TO REDUCE 5TO TE SUBMERGED AQUATIC VEGETATION (SAV) AND BNALVE ESTABLISHMENT WITHIN 7HE BA ADD ONAL 0 CL DES p -r-0 0 0 ~0 0 0
UALTIY WITHIN THE THOMPSON SCHOOL CREEK AND WILSON BAY CREEK DRAINAGES. SPOIL MATERIAL WILL BE QISPOSED VELOCITY AND IMPROVE WATER O OF AT AN APPROVED LCIQ IANDFll1. THE PURPOSE OF THIS PLAN IS TO GUIDE THE CONSTRLK;nON FOR THE PROJECT AND RELATE THE DETAILS OF THE Q 0 0 0 0 0 0 0 0 0
PROJECT TO GOVEJtNMENT OFFICIALS ANQ OTHER IN1'ERESIID PARTIES. APPROXIMATELY XXXXXX~ ACRES ARE EXPECTED TO BE DISTURBED DURING ~
CONSTRUCTION. SPOIL MATERIAL WILL BE DISPOSED OF AT AN APPROVED LCID LANDFlLL. ' ~ (3 4 0, ~0 0 ~ Q, --0 0 a
Z' 0 GENERAL CONSTRUCTION SEQ 0 g0 0 0.01.0 0 ~
1 I+-•I 0 0 0~~0 0
1. INSTALL SAFETY BARRICADES, SIGNS, AND OTHER MEASURES AS APPROPRIATE. O 1 r,,, 2. INSTALL CONSTRUCTION ENTRANCE. 0 0 0 0 0 0 0 0
0 0 CLEAR AREAS FOR INSTALLAnON OF EROSION ANQ SEDIMENTAnON CONTROL MEASURES. ~ ~ ~
4. INSTALL EROSION AND SEDIMENTAnON CONTROL MEASURES• ~ ~ 0 0 o a 0 0
5. BEGIN VEGETATION AND DEBRIS REMOVAL OPERATIONS. 6. BEAN GENERAL CONSTRUCTION AND GRADING OPERATIONS. ~ ~
SK)N AND SEDIMENTAnON CONTROL MEASURES DURING CONSTRUCTON AS NECESSARY. / ~ z C 7. REPLACE AND REPAIR ERO
8. INSTALL STORMWATER PIPES, STRUCTURES, SWALES AND BIORETENnON AREAS. . FINISH GENERAL CONSTRUCTION AND GRADING OPERATIONS. ~ ~ ' 1.7 StOples . g. / ~ >les ~.4 staples ~.6 staples 4
10. PREPARE SITE FOR VEGETATION. AND 5EEQING INSTALLATION. ~ ~ per square yard per yard per square yard per square yard
11. INSTALL LANDSCAPE VEGETATION AND SEED All D~i'URBED AREAS. U W a
12. INSTALL EROSION CONTROL BLANKETS.
NQTEs
t. ANY DISTURBED AREA SHALL BE PLANTED WITH PERMANENT GROUND COVER AND DEVICES INSTALLED SUFFlCIENT TO RESTRAIN EROSION WITHIN 15 ED ON ALL NON-SODDED SLOPES OF 3:1
CALENDAR DAYS OF COMPLETING ANY PHASE OF GRADING. 1, AMERICAN EXCELSIOR CURLER I ERASION CONTROL BLANKET'S SHALL BE INSTALLED ON ALL 2, CONFIRM WTIH THE PROJECT ENGINEER ANQ NCDENR QIVISION OF LAND RESOURCES THAT REMOVAL OF EROSION AND SEQIMENT CONTROL MEASURES IS OR STEEPER.
ACCEPTABLE• 2. SOIL SHALL BE PREPARED SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF ICATION OF SEED, LIME, FERTILISER, AND ALL
OTHER AMENDMENTS. a
3. THE TOP EDGE OF THE BLANKET SHALL BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH (I E TRENCH (UNLESS OTHERWISE INDICATED). ~
4. BACKFIL.L SHALL BE PLACED AND COMPACTED IN THE TRENCH AFTER STAPLING (12" LONG (12" LONG STAPLES}, i a
T: FMp~RARY SEDIMENT FENCE 5. BLANKETS SHALL BE PLACED END OVER END WITH A 6" OVERLAP. g
(N.T.5•) BE ANCHORED TOGETHER WITH STAPLES APPROXIMATELY 6" 8. OVERLAPPING BLANKETS SHALL > IMATELY 6" APART.
I. coNSTRUCnON SPECIFlCAT1oNS 5, BLANKET OVERLAP SHALL ALWAYS BE PLACED SUCH THAT LOWER BLANKET IS DOWN5LOPE C DWN5LOPE OF UPPER BLANKET.
8. MANUFACTURER GUIDELINES AND RECOMMENDATIONS FOR BLANKET INSTALLATION SHALL BE f SHALL BE FOLLOWED. ` ~
t. MARK THE INTT:NDED LINE OF PLACEMENT FOR THE SEDIMENT FENCE ON THE GROUND AS OUTLINED ON THE PLAN. 7, IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAKES MAY BE REQUIRED TO PROPERLY )PROPERLY ANCHOR THE BLANKETS. ~
. MARK THE IACATTON OF POST SUPPORTS A MAXIMUM OF EVERY 51X ti FEET ALONG THE MARKED SEQIMENT FENCE ALIGNMENT. 2
VEGETATED CHANNEL ERO~~ON CONTLOL BLANKET
3. UNROLL THE FILTER FABRIC IN A CONTINUOUS SEGMENT AND CUT THE FABRIC TO THE LENGTH OF THE SEDIMENT FENCE. IF THE LENGTH OF THE N.T.S. SEDIMENT FENCE EXCEEDS THE FABRIC ROLL LENGTH, ALLOW ENOUGH FABRIC IN EACH CONTINUOUS SEGMENT TO OVERLAP TWO (2} POST SUPPORTS BY
ONE (1) FOOT, WHICH IS APPROXIMATELY TWELVE (12) EXTRA FEET OF FABRIC FOR EACH END WHERE OVERLAPPING MUST OCCUR. THE SEQIMENT FENCE NOTE: Horizontal staple spacing should be altered if necessary to allow staples to secure the critical poin#s slang tl poin#s slang the channel surface.
FLIER FABRIC MUST BE EXTRA STRENGTH SYNTHETIC. OO NOT USE FABRICS THAT ARE BIODEGRADABLE. 7HE SYNTHETIC FILTER FABRIC SHALL CONTAIN A o
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF TWq.VE (12) MONTHS OF EXPECTED USABLE CONSTRUCnON IJFE AT A
TEMPERATURE RANG OF 0 'F TO 120 'F. THE FLIER FABRIC SHALL BE THREE FEET WIDE. CRITICAL POINTS ~m oA
5. PLACE ONE (1) EXTERIOR GRAQE 2"X2"X4' POST (OR NCDOT APPROVED STEEL SEDIMENT FENCE STAKE} AT EACH PDST SUPPORT LOCATION AS MARKED. ~ 2 a
` A. Overlaps and seams seams N per line ~
VA A TRENCH APPROXIMATELY FOUR 4 INCHES WIDE AND TWELVE 12 INGHES DEEP ALONG THE SEDIMENT FENCE ALIGNMENT AS MARKED. (1 B. Projected water line 6. EXCA TE ( ) ~ J C. Channel bottomJside Im f side
7, DRNE THE P05I TO A DEPTH OF TWO (2) FEET BELOW TWE GROUND SURFACE, WHICH IS TWELVE (12) INCHES BELOW THE BOTTOM OF THE TRENCH, • ~ • ~ • • ' ' ' ' ' ° ' ' ' '•'.°..°.'.'•'•'•'•'e' slope vertices
F THE P OVE THE GROUND • • • • . • • • RT TIN 0 05T SHALL BE AB • ' ALONG THE DOWNSLOPE SIDE OF THE TRENCH AT EACH OF THE POST SUPPO LOCJt 0 S. TWO (2) FEET ;
H POST USING HEAVY DUTY GALVANIZED WIRE STAPLES AT LEAST ONE 1 INCH LANG OR NCDOT APPROVED • ' SURFACE. ATTACH THE FILTER FABRIC TO EAC ( ° v
N M AK SUCH THAT THE TOP OF THE FILTER FABRIC IS EVEN WITH THE TOP OF THE SUPPORT POST. WHEN JOINTS ARE F IF USI G ETAL ST ES :::":f,. 3 A5TENERS } ~ . . SECURELY FASTEN 7HE FILTER FABRIC WITH OVERLAP TO THE NEXT TWO 2 POSTS. . • • • • • • A UNAVOIDABLE, . • • . 6 ~ . • • 5
~ B • • e • • • ? . • • • v
8. REFlLL 7HE TRENCH, COMPACT THE REFILLED MATERIAL, AND SEED ALONG THE SEDIMENT FENCE TRENCH AS PER THE SEELXNG SPECIFlCAnONS. • ' C~_
Ii. MAINTENANCE Tf+ A Cr
• s •
Zia, . • B 1. FENCE POSTS WHICH HAVE BECAME DISLODGED OR DISPLACED FOR ANY REASON SHALL. 8E IMMEDU1TTlY REPLACED.
2. TEARS IN THE FABRIC OF THE FENCING SMALL LIKEWISE BE REPAIRED TO MAINTAIN THE INTENDED FUNCTION OF THE SEDIMENT FENCE. ~ ~ - - C 3. TWE PROPER FUNCnON OF THE SEDIMENT FENCE IS TO BE MAINTAINED AT ALL nMES. ~ • • • (0 O ~ u
~ ff7~f e • 7 ,r. r, ~ C C p
III. REMOVAL m pof c
• 1. CONFIRM WITH THE PROJECT ENGINEER AND OFFICIALS OF THE NCDENR DN1510N OF LAND RESOURCES (IANQ QUALITY SECTION) THAT REMOVAL OF THE © O D ~ d lL
SEDIMENT FENCE 15 ACCEPTABLE. $
` 2. REMOVE THE SEDIMENT FENCE AND SMOOTH THE QISTURBED AREA TO BLEND WITH THE SURROUNDING TOPOGRAPHY. SEEQ ALONG THE SEQIMENT FENCE • TRENCH AS PER 7HE. 5E®ING SPECIFlCATIONS. 1. FOR INSTALLATION IN TIDAL CONDInONS, INSTALL BLANKk? DURING LOWER TIDE.
2. PREPARE SOIL BEFORE fNSTALLING BLANKET'S, INCLUDING APPLICAnON OF SEED, LIME, FERnLIZER, ANQ ER, ANQ ~ ~
ANY OTHER AMENDMENTS. ~ ~ CRENGH, ~ ~ ~ ~
3. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6° DEEP X 6" WIDE TRENCH, R STAPLING. BACKFILL AND COMPACT THE TRENCH AFIE
4, PLACE BLANKETS END OVER END (SHINGLE STYLE} WffH A 13" OVERLAP. USE A DOUBLE ROW OF ~F ~ S; o
STAGGEREQ STAPLES 4" APART TO SECURE BLANKETS.
6 t ~ { 5. FULL EQGE QF BLANKETS AT THE TOP OF SIDE SLOPES MUST BE ANCHORED IN A ti" QEEP X 6° WIDE Yp yp Extension of fabric into the trench TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. 6° Wlf}E ~ ~ 'm ~ ca ca ~ cn ~
Sediment Fa 6. BLANKETS ON SIDE SLOPES MUST ~ OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. _i}
Filter Fabric ; ~ i ; 7. PLACE A STAPLE CMECK SLOT EVERY FIFTY FEET ALONG 7HE CHANNELw USE A ROW OF STAPLES 4" I ; 4"
, ;£I I ; APART OVER THE ENTIRE WIDTH OF TWE CHANNEL. PLACE A SECOND ROW 4 BELOW THE FlRSt ROW IN A roW IN A
k l~~ ; f l ~ STAGGERED PATTERN. Post or 5ta a i};; } BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFlLL ~ B. THE TERMINAL ENQ OF THE BLANKETS MUST ti BACKFlLL ~
~ ; ~e ANQ COMPACT THE TRENCH AFTER STAPLING. nch ~ ~ / Extend fabrc mta the tre ~ ~ s . ~ ~ ~ S75BN OR E UNALENT.
CAN GREEN Q . , I, ~ 9. BLANKET SMALL BE NORTH AMERI „ i
\ . ~ ; ~ I\ / . Ill ;
~ / ;i ° \
? ~ ? : l .i ~ ~ ~ v Campact~i Flo .1~ ~ / •
/ ~ ~ ° I ~
3 ~ \ ~ . . / 8 r
n s
/ / / ~ ! , ~ ~
~ 2 Wide Trench CONSTRUCTION ENTRANCE / \ .
~ /t (NTS) ~
~ ~
a
~t~ \ i ~ \
~ NOTE. ~ O
P~ \ ~ Connect Ali underdrains to other underdr I o#hBr underdrains ~ W
t n I and to all applicable starmwater structur nwater structures at
s - , < ~ crossings o 4
\ ~
i M ~ ~ Geotextile filter fabric canformin4 anformin4 ~ W ~
Q D O D D D D D O D to NCDOT specifications far a Type far a Type ~ ~ ~ W
tid ~ ~ ' varies D o D DDODDODDDODO 9' g I DDD ~ 1 En meerin Fabric Q ~ f s~ ~ ~ D D DODDDOOODODOO ¢wJ Uptn
~ ` o D 0 s D D D D D D O D D mac, _ ~ DDOO ADCs Q Q..
W ,a D D D D D D o ~ • ~ ~ ooOD ODD f ~ ~ :sue ~ O D D 0 D 0 ~ t f , _ h q 2, DODDDD 0 O 4 ~~W
f ,J y ~ OOOODO DDOOOD i
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, ~ 0 0 0 q D D/ 0 0 0 D 0 0 0 / , U~ ~ Q
s~ ~ , ~ ODDDp00DD DDDODDD ~ 1 ~ ~ DDOOODDDDD 'OODD000 Z C} m
D D D D D D D 0 ~ i s / D 0 O 0 0 0 0 D / £ D D D D
. U fip x•+~c ~ ~ ~ ~
\ ~ ~ © N
~ A h~
GEOTEXTILE FILTER FABRIC LINER ~ ~ ~ ' ~ ~
} REVIRA SPUNBOND 1135 OR MIRAFT 6OOX
X57 Washed Stone 4" Standard Perforated
PE Pipe
w~i i r_Ren~n Yn wacu~n cTnnl~ 95% PROGRESS DRAWINGS gip} ~
UNULNUKAIN
6- MINIMUM THICKNESS) N.T.S. FOR REVIEW ONLY reference FOR number:
NOT FOR CONSTRUCTION C-25
Sheet of

YARD INLET Grate Cover PIPE BEDDING INSTALLATION ~ i
(NTS) (Neenah Foundry Company) (N.T.5.}
Top of FlII
Prevost Reinforced Concrete Box (6" thick) Crest Elewtion (Zc) US Army Corps
Finished Grade ~ of Engineers
Wilmington District
~ L a
~~/0~/~\~~~ ~ ~ ~ Pipe /~/~~f `\`/i~.~~i~~~.~ ~e ~ ~ ~ , s t,, a
m a d
i
c 0 2
'C
As Directed C1
COMPACT WEIR OUTFACE u~~. +/~o o.~. Precast Reinforced Concrete Lid (8° thick} compacted ~y Project Eng~naer
~~I Gravel FB O.D.
American Faccelsior Curlex 111 Erosion Control A~~n. o.D. Min. O.D.
Precast Reinforced Concrete Spacers (6°x6"x67, Blanket (two layers) pkced symmetrically oround one at each box comer concrete box utilizing stage pattern E
L1
Finished Erode g" 3" ~\~j` ~ , ~ ~ ~ j~~~ N.T.S. Crest Elevation Zc VEGETATED SWALE TlPICAL SECTION O
.~j~ a
f/~/~, j~ ~ ~ ~ ~'~'/,v~,~!~/,/J/~' ~ Erosion control blanket North American m 2'
v/ ~ ~ Groen 575. Plane 2 feet past top of
~4,F~ ~5~~ / ~ ~.~~~O.F/~\~ 1,`~ Berm CR awale then toe in eoch end of Berm CL ;L ~ ~
~E,r'~f~~/' s'/~~~`'~ S~ : Pipe ,,i~rj`~/~` / / ./j~/j / / ~~.u c~,~a e~a~ s ~~~n~ t /2 Ex inq Grouml ~~g~~~ ,
~~~/~~,~~~~y
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JUNCTION BOX (J)
N.TS.
~.~enea node (zy) Precast RaMforoed Concrete Lb (6' thiclQ TYPICAL EXCAVATED BIORErEPlTION AREAS 0
NS.S. ti
~f~ ~`r~ ~r'~\i~~~~.~ i}~~' ~ ~ ~"l.~1*~f~~~\~.~~~ -Varies
~'\t'~\ `d'~\`~~~`~:~` \ ~o~• saga ran Mam~ai
~~/~~`'~l!/,~`~,~~ /57 Gravel C6' thk ~ ~ \ 1 ~ - a C 'C
~ ~ a m
~.wr.~ cz~.) ,,r,, m ~ ~
v 0 ~aa
Y~j~ s b~otto~m at inv~/e/rt a~ m~•~\~~~ t i~ i~/~,, j/\'~~ j~,j~f``•Fj~\L°~''\
,f v
~~~.;~~/'~~~~~`~!'\~~~~~`~/,~Y/~~.//\//~`f\•f~f I from sumPO~W Y \~~~f.~s~ c
o ~ m
c~-sa~u~ A ~ ,C
worms: LOG WEIR STRUCTURE (FACE AND PLAN)
1. Pipes under vehiwla' loading may requrce add'4om1 atructuml bedEing matefal as directed (N.T.S.) ~ .0 ~
by the Projxt Eng~eer. C C ~ N to
FACE
~a ai
GRATE COVER a~~k r'~a9e _ ~ -flood Plain Stage
Cross Timbers
CG ~n
g
J
N
O ~ ~ Wing Timb ~~I Pin
ono
WN
~zz„8. m lJ~
Nwhor wing timbers with 3 ~s ea 25 3/4' p~ diameter metal pins at 1/8, timbers with 3j4" p ~ ~ al pins at t j6, ¢ ~
2/8, 3/8, 4/B, and 5/6 a the timber oentarCno th'oug each Umber layer ~6, and 5j6 along t- W 1^--
snterline through U W U layer m z tt' W
NEENAH ~ CompcMed Ups
~a'~ ~ ~ ~w som~m owr~ - z~z Um4
R-2560-E2 Beehive Grate R-1733 frame U U ~
_ ¢ ~ y..
Mchor wtrg timbers with 3/4'
tllameter metal qna of 1 J6, a~
3/B, aM 5/8 abnq tM ~ ~O
tlmber wMarl'me through eoch timber layer Q J
_ ~
~ ~ I
~ ~ i ~
I ~ I Croea timber arW wins dm6er I I ®co~ n~ nr~~ C n~ e txrrr.~r~~ r
(l length is twice bottom width of 7J /Q 1 1<Vtjxx-L- tjU 1V1\.LZ VV iilvu Sheet
27 9/16" channel
FOR REVIEW ONLY reference number:
h 35 7/16-
NOT FOR CONSTRUCTION C-26
r ~ 4~ Sheet of

RO T TREE PLANTING 0 WAD STRUCTURE FACE AND PLAN SITE SEEDING
N.T. N.T.S. ( S.) ~ ) I. GENERAL SEEDING AREA PREPARATION
i ~~i
ee e 1. VERIFY WITH PROJECT ENGINEER THE AREAS TO BE PREPARED AS SEEDBEDS.
Ever reen ° ^ ° ° Deciduous ° ° ~ ~ FACE 2. AREA ALONG 5TREAMBANKS TO BE SEEDED SHALL BE -RAKED WITH ROUGH CHAIN LINK FENCING OR SIMILAR EQUIPMENT. US Army Corps
e° ee .°o ALL OTHER AREAS TO BE SEEDED SHALL BE MOWED AND RAKED WITH ROUGH CHAIN LINK FENCING OR SIMILAR EQUIPMENT. of Engineers 3. LARGE ROCKS AND OTHER OBSTRUCTIONS SHALL BE REMOVED TO IMPROVE THE PROBABILITY OF SUCCESSFUL VEGETATED Wilmington District
° Edge of root mass to extend e COVER ESTABLISHMENT.
e ° ° e above flood plain stage ~e so ee o - 4. APPLY AGRICULTURAL LIME .(3,000 LB/ACRE) AND COMMERCIAL FERTILIZER (135 LB/AC NITROGEN, 75 LB/AG PHOSPHATE,
e oo 75 LB/AC POTASH) UNIFORMLY AND THOROUGHLY MIX WITH .SOIL.
• ° a e o o ° o °o° e e 5. SEEDBED SHALL BE SMOOTWED ,4S NEEDED SUCH THAT THE DEPTH OF 5URF,4CE RIDGES-DOES NOT EXCEED THREE (3) a
- 0,00. o 0 e,e ° o e INCHES. Q
- 00 Flood Plain Sta_,•ge o ° ° ° ° o
° e o e^ ° ° ° II. GENERAL SEEDING PROCEDURE 0
° e ' 1. VERIFY WITH PROJECT ENGINEER THE TYPE OF SEED MIX TO BE APPLIED IN THE VARIOUS BED AREAS.
0 °eo, 2. SEED IN ACCORDANCE WITH THE SCHEDULE BELOW, ADDING 0.15 LB / 1000 SF RYE GRASS (LOLIUM MULTIFLQRUM) TO
Three (3) inch thick layer of compost or pine -bark mulch EACH SEEDING TYPE AND ADDING AN ADDITIONAL 0.15 LB / 1000 SF RYE GRAIN (SECALE CEREALE) TO EACH- SEEDING
over backfill mix of 3:1 topsoil:compost or -pine bork., Thoroughly and evenly mix one quarter (1/4) pound of TYPE BETWEEN THE MONTHS OF SEPTEMBER AND APRIL
10-20--20 fertilizer and one (1) pound of ogricultural lime -~'''r~ 3. ON AREAS WHERE EROSION CONTROL BLANKETS OR SOD ARE NOT TO BE INSTALLED, MULCH WITH STRAW OR HAY AT
into the backfill mix before placement into excavation. THE RATE OF $5 LBS / 1000 SF BETWEEN THE MONTHS OF MAY AND NOVEMBER, AND MULCH WITH STRAW OR HAY AT THE
~ RATE OF 105 LB5 / 1000 SF BETWEEN THE MONTHS. OF DECEMBER AND APRIL
4. TACK SEEDED AREAS AT THE RATE OF 8 GAL / 1000 SF. .y
l Construct 4" high berm Q
.:.n.::::• .z•S: / * SEEDING AND AMENDMENT APPLICATION SHALL OCCUR ONCE A YEAR ON AREAS WHERE NEEDED.
~ Remove to one-th' ~ ~~•.:.aw~~--•• p ird {1/3 of root :ball wca
°rz*-;~ and/or container before placement into .k?'r.'µ...~~1 "~1:~;~~: excavation. '.Strip any.remainin .root boll wra i VEGETATION TYPES
::..-n .,;ice,:' when placed into excavation. I •~~•re~
••••••••--•-•-~--••-•••-••-•--•-••••.::•r•=•-sn:.,•; ° Loosen subsoil to a minimum of six-(6) inches Group Type Scientific Name Common Name x
/ ~ below bottom of root baN. Rate o Vegetation 40 Ib ac
r ~o Group A Seeded Mix Asclepio tuberosa Butterfly Milkweed gq,
2x Root Ball Aster apectobilis Showy .Aster 10~ a
Diameter PLAN Trim root mass along channel ~optisia austrolis Wild. Blue Indigo 6~ d Echinocea purpurea Purple Coneflower g%
® bank toe such that no root . O extends into channel no more Eupatorium macu/afum Joe Pye Weed gq,
than 1/4 channel bottom width Impatiens capensis Touch-Me-Nat g% ~ $ Lobelia cardinalis Cardinal Flower 5q o
Monardo didyma Scarlet Bee-Bdlm g~
SH RUB PLANTING Monardo punctvta Coastal Bee-Balm 7~ Osmunda cinnamomea Cinnamon Fern g~
(N.T.S.) Osmundo regalis Royal Fern 5%,
Three (3) inch thick la er of cam ost or ine bark mulch Rudbeckia hirta Blackeyed .Susan 10% ~ Salvia ozurea Blue Sage S% z
Y P P over backfill mix of 3:1 topsoil:compost or pine bork. Salvia splendens .Scarlet Sage g%
Thoroughly and evenly mix one quarter (1/4) pound Af ~erbeno canadensis Clump Verbena 5% o 0
10-20-20 fertiliser and one, (1 } pound of agriculturol lime into the bdckfill mix .before placement into excavation. m a
0 t w ~`u Shrubs Colicarpa americans American Benutyberry ~2~ c /ac ~ ~
Euonymus americanus Strawberry Bush 1 p% ° Gaultherio procuinbens Teaberry 10%
Construct 4" high berm Hibiscus moscheutos Rose Mallow 5%,
Ilex globra Bitter Gallberry gq, o, Ka/mid angusfifolio Lomb-Kill gq,
_ Remove root ball ,wrap and/or container before placement into excavation. Kosteletskya virginica Seashore Mallow 7y;
~ / Leucothoe axillaris Coastal Dng-Hobble 5% Lyvnia lucida Fetterbush 10q
Loosen subsoil to a minimum of six 6 inches bel w Morello cerlferq Wax Myrtle 1 p~; ~
a bottom of root ball. ~ Rhododendron oflanticum Dwart Azalea 1 pq,
I/occinium corymbvsum Highbush Blueberry 10%
~ \ ~ / • /i 2x Root gall Vegetation Seeded Mix Asctepia tuberoso Butterfly Milkweed 64~ Ib/ac ~
r Diameter Group B Aster riovoe-angliae New. England Aster gq,
Aster spectabilis Showy Aster 3%;
Baptisio australis Wild Blue Indigo 5~ o Echinacea purpurea Purple Coneflower 2~ ~ v
Eupotvrium moculaturn Joe Pye Weed 3%, ~ ~
Helion#hus onnuus Common Sunflower g~ rr m o; m
Hibiscus moscheutos Rose Mallow gq, ~ ~ v Impatiens copensis Touch-Me-Not ~ 'N 3
• .LIVE STAKE INSTALLATION , Lobelia cardinalis Cardinal Flower 6% a o e` t~ a a
(N.T.S.) fD Monardo didyma Scarlet Bee-Balm 5q, Monardo punc#ata Coastal Bee-Balm 5q
Osmunda cinnamomeo Cinnamon Fern 5%,
s o Osmundo regofrs Royal Fern g% a ~ Rudbeckia- hirfa Blackeyed Susan 5% ~ v
• ~ • Salvia azurea :Blue Sage 3~ U m
• • ~ Salvia lyrato Common Sage 3q, T s, a Salvia splendens Scarlet Sage ,q, a v
~ Soururus cernuus Lizard Tail 5y, m ~ ~ ¢
3 Verbena canadensis Clump Verbena 7%, a ~ E
0 0 ~ cn v
Shrubs Baccharis halimifolio Sea Myrtle 3~~
Cyrilla rocem;flora Teti Ilex coriocea Sweet Gollberry p~
N ~ N Ilex glabra Bitter Gallberry 109 m
~ m • No frutescons Marsh Elder 5% o Kalmio angustifolia Lamb-Kill g%
Ko"steletskya virginica Seashore Mallow 5y, o
~ Live Stake ~ ~ ~ • • • 3 :p p W • . ~ 0 fD Leucathae axillaris Coastal 'Dog-Hobble 7q, N
~ ~ 7 0 ~ a Lyonia /ucida Fetterbush 5q; Myrica cerifera Wnx Myrtle gq, o
N W Persea borbonio Red Bay 7% z
aJ , , ~ W 0 ~ a Perseo palustris Swamp Bay 7% ~ a Sambucus canadensis Elderberry 10% ~ L
3 I/occinium arboreum Sparkleberry 5q W ~
a 3 I/occinium corymbosum Highbush Blueberry 5q ~ o d s
4ctac ~
Trees Chamaecyparis thyoides Atlantic White Cedar 10% ~ ~ - Gardonia lasianthus Loblolly Bay ~ 15% ~
p Hex opaca Amercian Holly. 15y, 5 =
~ Hex vomitorio Yaupon 1 ~y, c
Juniperus virginiana Eastern Red Cedar 14q x N Magnolia virginiana Sweet Bay 10~ °x
Pinus serotina Pond Pine 5%
Quercus virginiana Live Qak 10y, Taxodium distichum Bald Cypress gq,
Plugs 5partina Cynosuroides Big Cordgrass 54%
tSve stakes equally spoced on bank along ~ rows nt 3:0' spacin Live, stakes shall be 0.5" to 2" in diameter and 24"
9 Lowest row at 0.5' along channel bank from channel toe to 30" in lea the Each .live stake shall be tom ed in 9 p to GroutatC n Spartina Patens Saltmeadow Cordgrass 50% W p 5eede 40 b ac z Q ~
Highest row at 0.25 along channel bank from berm top edge channel .bank until fhe tip is 18" below ground d Mix Echinocea purpurea Purple Coneflower 15.E D
surface. Ensure that of least two vioble nodules (secondary stem base shoats -are resent above Eupotorium maculafum Jae Pye Weed 5%, ~ ~ Vegetation Hibiscus mosvheutos Rose Mbllvw 15~ Q W i-
P ground surface: Erosion control 6lonket shall not be Group D Impatiens capensis Touch-Me-Not 5q, ~ U W U
cut for IiVe stake installation greoter than 'live stake diameter. Monardo didyma Scarlet Bee-Balm 10%; m z CL W
Mondarda puncta Coastal Bee-Balm 5% Q U ~ ~w Phlox divaricata Blue Phlox 10~ U ~
Rudbeckia hirto Blackeyed Susan 15~ m ~ ~ ~ ~
Schizachyrium Scoparium Little Bluestem 20~ t- ~ O ~ 4 Oa ~ O m W
.200 ct oc ~ m Y U (/7
Flood Plain Stage Shrubs Cyrilla rocemiffora Titi 25~ ~ z Q (n
Itea virginica Swwetspire 10% i- Leucothoe racemosa Sweet Bells 10~ U ? z <C
GROUNDCOVER SPACING FOR PLUGS Lyonio /ucido Fetterbush 15%, 4 O m
N.T.S. ( ) Magnolia virginiana Sweetbay 15% ~ (17 More/la cerifera Wax Myrtle 15% ~ D` O
l!occinium eHiottli Highbush Blueberry 10% ~ ~
~ ,
Channel Bottom. ~ , ~ . 40 ct ~ W Trees 9etu/a nigra River Birch 15% ~
„B,. Gordonio lasianthus Loblolly Bay 15~
Ilex vomitorio Yqupdn 10% Juniperus virginiana Eastern Red Cedar 1 p%
Mogholia virgniono Sweet ..Bay 15~
~ ~ " " A Pinus serotina Pond Pine 10% Quercus /ourifolia Darlington Oak 10~ I _ 1~
laxodfum distichum Bald Cypress 15% Jll~~l
Species Plant Spacing "A" Row Spacing "B" Plants Per Square Foot reference
Sportino patens 18" O.C. 15.6" O.C. 0.72 Vegetation Aquatic Ruppia moritimo Widgeon Gross 2 Seeds/sf number:
Spartino cynosuroides 24" O.C. 20.8" O.C. 0.53 Group E Plants Potamogeton perfoliotus Redhead 2 Seeds sf Stuckenid pectinoto Sago ponderweed 2 Seeds/sf C-27
Ruppia maritmia 18" O.C. 24" O.C. 0.30
Claydium jamaicense 24" O.C. 20.8" O.C. 0.66 Sheet of

SUBPROJECT NARRATIVE
THIS SUBPRO T I JEC W LL INVOLVE THE ENHANCEMENT AND .REHABILITATION OF SEVERAL PROPOSED AQUATIC ECOSYSTEMS ~ ~ it'll ' f
WITHkN THE CITY OF JACKSONVILLE. THIS .PROPOSED SUBPROJECT INC U - LDES WETLAND AND RIPARIAN HABITAT IMPROVEMENTS
iN THE BAY WAT R E SHED, AND SUBMERGED AQUATIC VEGETATION (SAV) AND BIVALVE. ESTABLISHMENT WITHIN THE BAY. 5POLL US Army Corps
M RA ATE i L W LL BE DISPOSED OF AT AN APPROVED LCID LANDFLLL. 3' 0 1 ~ 4 3'-0 1~0 0 03' 0 0 of Engineers
Wilmington District o ~-o 0 0 -J0 a o
0 0 0 0 0 0 0 0 0
~ 2 ~ LEVEL A 1'
GENERAL CONSTRUCTION SEQUENCE ~r ~r fz; 0 b 0 0
:ai '}r 1. INSTALL A . . S FETY BARRICADES SIGNS AND OTHER MEASURES AS APPROPRIAT . r 4' 4' ~ ~ 0 ~ a
2. INSTALL CONSTRUCTION NTR T ING A A. E ANCE AND S AG RE
3. BEGIN RIP RAP BREAKWATER INSTALLATION. ~ 0 0 0 0 02.0.0. m 0
4. FINISH RIP- RAP BREAKWATER INSTALLATION. 0 0 0 0 0 0 0 o a
STALL SUSP NO E ED 50LID EXCLUDER FENCE. ,~;f~,~f:~;~.!~°,4.:' J.• ;,~f'`~c~• ~.S,:.r,7~gr. ~ :s~ts;~./~;,,.,,,,x.".Nf"r..t;,y,,o.~ ;:~;t 0 0 0 0 0 0 0
;':/.~;»,'s~ 3:•72. ~r`.'~`•'l~~s,;:5>".p?,• ~./f~c~;:f~Y ."i . `:s?:'..','~r>~.ir'w., ,#.:f~!i`l4".,~f•..r,`o;`;.y~~'a'n,,•r'rs.vi~ t~=a.~•: 6: PREPARE ::SAV PLANTING BED. ~ .~~:~~.,.ti .
7; IN T S ALL SAV VEGETATION, .
8. FINISH PLANTING OPERATI N "`~i~r~--.• O S. s ;~;,i,:, © ® o
9. RE MOVE CONSTRUCTION .ENTRANCE AND STAGING AREA. 1.7 STAPLES 3.4 5TAPLES 3.6 STAPLES
10. REPAIR AND VEGETATE ANY DIST AR URGED EA PER SQUARE YARD PER SQUARE YARD PER SQUARE YARD 'a
NOTES U N
*NOTE 1: ANY. DISTURBED AREA SHALL BE PLANTED WITH PERMAN ENT GROUND COVER AND DEVICES INSTALLED SUFFICIENT
TO RESTRAIN EROSION WITHIN 15 CALENDAR DAYS OF COMPLETING ANY PHASE OF GRADING. AMERICAN EXCELSIOR cuRLEx I EROSION coNTROL BLANKI NON-SODDED SLOPES OF 3:1 OR STEEPER. )NTROL BLAN.KET5 OR APPROVED EQUIVALENT SHALL BE INSTALLED ON ALL
NOTE 2; CONFIRM WITH THE PROJECT ENGINEER AND NCDENR DIVISION O.F LAND RESOURCES T HAT REMOVAL Of EROSION z. SOIL SHALL BE PREPARED BEFORE INSTALLING. BLANKETS NG BLANKETS, .INCLUDING APPLICATION OF SEED, LIME, FERTILIZER, AND ALL
AND SEDIMENT CONTROL MEASURES IS ACCEPTABLE. OTHER AMENDMENTS. '
3, THE TOP EDGE OF THE BLANKET SHALL BE ANCHORED IN ANCHt3RED IN A 6" DEEP X 6" WIDE TRENCH (UNLESS OTHERWISE INDICATED).
4. BACKF'ILL SHALL BE PLACED AND COMPACTED IN THE THE 5. BLANKETS SHALL 8E PLACED END OVER END WITH A 6".f .D IN THE TRENCH AFTER STAPLING (12" LONG STAPLES).
6: OVERLAPPING. BLANKETS SHALL BE ANCHORED TOGETHER I D WITH A 6". OVERLAP. ~ D TOGETHER WITH STAPLES;, APPROXIMATELY 6" APART.
5. BLANKET .OVERLAP SHALL ALWAYS BE PLACED SUCH THAT :D SUCH THAT L-OWER BLANKET IS- DOWNSLOPE OF UPPER BLANKET. L
6. MANUfACTURER GUIDELINES AND RECOMMENDATIONS FOR I DATIONS FOR BLANKET INSTALLATION :SHALL BE FOLLOWED. a
' 7. IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAKES DNGER STAKES MAY BE REQUIRED TO PROPERLY ANCHOR THE BLANKETS:
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SH ORELINE EROSION CO z ~SION CONTROL BLANKET a`
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i EXISTING TYPICAL BULKHEAD IL ~
.OYSTER SHELL ~BEODING~ LL
FOR BIVALVE ESTABLISHMENT 1'-6" o
I SUBMERGED AQUATIC VEGETATION MINIMUM a
\ i ; MLNIMUM 1-FT 57 RUPPIA MARITIMA
. ~ ~ I NGVD 2s WASHED STONE ON FACE I ~ -VARIES a c
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\ ~ \ x ~ ~ ~ /4 % / , f , « , RIP-RAP BREAKWATER ANN PROTECTION
• ~ / / f' ~ ' \ . COIN / / . / _ ~ CLASS B WASHED GRANITE
~ ~ , . , ~ ~ RIP RAF BREAKWATER Q ~ o ~ ~ ~
~ \ ~ / / f~,' / / = ' a r~ EXISTING SUBSTRATE a a a .c
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OYSTER SHELL ANO SAV. INSTALLATION . ~ ~ ~ ~ z
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number:
C-28
Sheet of

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NOTES % , .r't r
~ ; ; ,r' 1. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE/PROJECT LIMITS. jl r, ~ ~ , 7°~~. ` rt
IONS AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NC GEODETIC SURVEY 2. BENCHMARK LOCAT ~ ` ' _ _ ~ , ' US Army Corps W,~ ~ ,..~~~C 1.~,.~ ~ ; ~ of Engineers
/1 b ~ ~ NCGS MONUMENT ON 6 UTILIZED AS PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS INDICATED AT NVGD29. ~ ( )
3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC ~
AT ALL TIMES. s''w`w V`~-4 ~ ~`"V"~~.~ y~R'; ~ ? Wilmington District
T AND FEDERAL SAFETY LAWS. 4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE LOCAL, STA E,
5. EXISTING. UTILITIES ARE SHOWN IN THEIR APPROX. LOCATIONS ONLY. ANY DAMAGE DONE TO EXISTING UTILITIES (WHETHER SHOWN ON THIS PLA ~ r SHOWN OR NOT ' ~ ~ ~
OR NOT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES NTRACTOR SHALL CONTACT THE NC ~ x~ i j ~ 4 ~ w....,,," """`,tip n.
SHOWN PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION OF UTILITIES, THE CO TY I HT 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. s l r'
ONE-CALL (800/632-4949) AT LEAST FOR E G ( ) 1 r r~ 6. THE LOCATION PRESERVATION, REPAIR, AND REPLACEMENT OF ALL INFRASTRUCTURE IS THE RESPONSIBILITY bF THE CONTRACTOR. ~ `~~~"""•~•"~"°'"""N°~-----"°~°-"'-
f THE COMMENCEMENT OF CONSTRUCTION AND SHALL CONTACT THE CONTRACTING f ` : 7. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO < . ~ t .W.s ~ ,
~ f OFFICER'S REPRESENTATIVE IMMEDIATELY IF ANY SIGNIFICANT DIFFERENCES ARE FOUNb.
EBRIS, ALL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY INCIDENTAL ORGANIC AND CONSTRUCTION D ,r , / - ~ { ~ ~OF~ICE ~ ~J ' € I ~ `rr'~,l ~ :yr., . ~ BUILDING ~ ,
N S SPECIFICALLY NOTED ARE TO BE REMOVED WITHIN AREA5 TO BE GRADED. , ; , SHRUBS AND TREES (WHETHER OR NOT SHOWN U LE 5 ) i
L MATERIAL OR \ ; ` ~ + ' ' 9. ALL VEGETATIVE MATTER REMOVED DURING .CONSTRUCTION SHALL BE STOCKPILED FOR USE AS EITHER STREAM CHANNEL STRUCTURA , ~ ~ ~ b 11 HIPPING. ' 3."s"t' ' ~ f
AS GREEN MULCH AFTER C ~....w
THE WORK AND RE VEST i i ' ~ 10. THE CONTRACTOR SHALL KEEP THE CONTRACTING OFFICERS REPRESENTATIVE INFORMED OF THE PROGRESS OF Q r fft ~v ° f . ~ ~ t ~ ~ s I ~,•,A•e' 'A'/'.F+^'.,..~. ,~ij ...ly~~~~~~n ~ e .w...~. 1 ~ :7" ,
INSPECTION OF THE WORK ON A REGULAR BASIS. ; ; r I ' ACKSONVILLE AT LEAST SEVENTY-TWO 72 R SENTATIVE AND THE CITY OF J / f S ' i ~ i ' I r'; fx•y~ ! ~ ,,.._.-L ,f,,~.wL....,..,.. ~Y../-/~~µ , f/j ~ ~~~t O
.THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICERS REP E ( ) ~ i ' 11 HE FOLLOWING WORK GROUPS COMMENCE: EROSION AND SEDIMENTATION CONTROL, SITE GRADING, STRUCTURES INSTALLATION, , , ~ ,F ;
HOURS BEFORE T ~~'4 ~u gyp,; i~u ~ AND VEGETATION SEEDING AND PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK COMMENCEMENT. _ i ~"il, ~ ~ , ~ f f !
,.•tl ~ 11. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING (CESI); GARDEN LAMER & ASSOC. (BLA); JOHN PIERCE & ASSOC. (JPA); ~ ` r ,i E~_..., ,
WATER INFRASTRUCTURE BLUE . : °,~~tc~\~ RIGGS & ASSOC. CRA • HDR ENGINEERING OF THE CAROLINAS (HDR); AND BLUE: LAND, ( ) ~ f , CHARLES ( , ~ ~
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_ I ti~~'. =1.~ ~ SCHOOL ~ , j : r , 3 ~ , - I {.C;. ...d ~ ~ % t ....r''"r,........ w R K 't `w,,l /,!!~`I ~ rO~`AT~ ! ~ ~ ,,.._..._._t1f O ~ ~ ~ Gd O ~ to U
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' f n f f r + t ~ I f r ~ ' / 1 ' ROPOSEk~ 1 0 SF A5P ' ~ . fy , n",.~ v v v v v VEGETATION GROUP B
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i : _r , i IT'5 THE LAW =
MATCHLINE -FOR CONTINUATION, SEE L-02

PI RE-INARY PLAT
NOT FOR RECORDATION, Sheet
SALES, OR CONVEYANCES reference
number
L
kREA - a 1 Sheet of
THOMPSON SCHOOL CREEK - UPPER AREA
SCALE: 1" = 40'

NOTES
1. THE CONTRACTOR SHALL TAKE CARE WHEN EXCAVATING TO NOT DAMAGE ANY EXISTING UTILITIES WHICH ARE TO REMAIN. ~
ALL 5UB5URFACE UTILITY LOCATIONS WILL BE VERIFIED WITH NON-CONDUCTING PUSH-PROBE, SUBSURFACE SCANNING, OR
OTHER MECHANISMS AS APPROPRIATE IN ALL AREAS WHERE EXCAVATION IS TO OCCUR. UTILITY RELOCATION WILL BE US Arrny Corps
MATCHLINE -FOR CONTINUATION, SEE L-01 COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE. THE CONTRACTOR of Engineers
SHALL NOTIFY THE CONTRACTING. OFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE AT LEAST SEVENTY-TWO Wilmington District
1 ~ z , (72) HOURS BEFORE UTILITY RELOCATION IS EXPECTED TO BEGIN. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME
OF WORK COMMENCEMENT.
1 2. AT COMPLETION OF CONSTRUCTION OPERATIONS AND PRIOR TO USE OF FACILITIES, THE CONTRACTOR IS TO FULLY FLUSH
r ~ ~ E ~ / , s ~ f ~ ALL 5U65URFACE STORMWATER CONDUITS USING FIRE HOSES OR OTHER WATER SOURCES OF EQUIVALENT MAGNITUDE. THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY OF THE SITE DURING THIS PROCEDURE. ADEQUATE FLUSHING WILL ~
i , ~ ~~~i~, BE DETERMINEQ BY THE CONTRACTING OFFICER'S REPRESENTATIVE.
~ i, ~I ~ 3r m~ E ~ j 3. AT THE COMPLETION OF STORMWATER FLUSHING ACTIVITIES, THE SURFACE OF ALL BIOREfENTION AREAS SHALL BE
z " ~k x , ~ ~ r 1,' y ~ ~ ~ .r SCRAPED, FINES REMOVED TO A LOCATION WHERE SUCH WILL NOT FLOW. INTO BIORETENTION AREAS, AND SURFACE °
r~~~~, j 'f i i 7'""~ i { SCARIFIED TO A DEPTH OF 3 INCHES.
j rte: S~ 's ~ J i t 4. NON-UNDERDRAIN CONDUITS SHALL BE NCDOT APPROVED PRECAST CONCRETE PIPE.
s ~ E '3 a H i I r S. INLET AND OUTLET STRUCTURES SHALL BE NCDOT APPROVED PRECAST CONCRETE.
~ ~ ~ ~ 6. INLET AND OUTLET STRUCTURES SHALL BE FILLED WITH CONCRETE FROM .SUMP TO INVERT ELEVATION. 7. PROPOSED PIPE INVERTS SHALL MATCH ASSOCIATED STRUCTURE INVERT ELEVATIONS.
i ~ ~ ~ j i 1 i i i ~ } ~ ~r vpr r trr Y • tip/ W ~ $ ~y ; f ~ 8. INLET AND OUTLET STRUCTURES SHALL HAVE 8 WEEP HOLES (2 INCH DIAMETER) AT THE BASE OF THE CONCRETE
~ ~1^ y 1 l f t Y (YC V S r~ ~ i I .INTERIOR, EQUALLY SPACED AROUND THE STRUCTURE AND CENTERED 1 0
s ~g ~ ~ i I ( t ~'r . ~i~ : €C~r. J 9~ It i ~ I i i i, l INCH ABOVE TWE SUMP ELEVATION. a U
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' ~ ~ THOMPSON Y 1 . f V'. V V Y S~ J
SCHOOL ( i , ` ; f Git ~ ~ ~ ~ e CREEK
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~ r ~ CALL 1 8~ 632 4949 Q Z
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~ ~ . IT'S THE LAW ° o ~ ~~..7,, ~
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a-. ~ .inT rnn nrnnnn~mn~i
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<< t.. . . f :t { w L •rr.l N 33 3 L,,, wnnYl~k Sheet
reference number:
. x,
pcA L-02
THOMPSON SCHOOL CREEK LOWER ARI ER AREA Sheet 1 of X
SCALE: 1 " = 40'

~ £ ~
. t
NOTES ~ f # !~i ~ ; .r~
1. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE/PROJECT LIMITS. , 1 ~ K LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ~ _ ~ ~ 2. BENCHMAR n ~ ~ ~ ; 'l ij 7 ~ f r€ r
R TI N. NC GEODETIC SURVEY NCGS MONUMENT ON 6 UTILIZED LEGEND f , r; COMMENCEMENT OF CONST UC 0 ( ) ~ ,rr''' ` ~ ~ ~ ~ R SI ENCE ~ ~ ~ ~ ~ ~ '4 ~ ~ US Army Corps
T NVGD29. ~ ~ f ~ ~ I AS PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS INDICATED A ~ ~ ~ ~ ~ ~ ~ a . ~ ~ ~ ,,r of Engineers
i W ~ ~ ,f i 3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES, WARNING LIGHTS, AND t~ ~ ;r''~ ~ i~ , ~ ~ ~ ~ '`"....,~,r~'""~~ Wilmington District
TH P BLIC AT ALL TIMES. ~ "~"~••w.w~ WARNING SIGNS TO ENSURE THE SAFETY OF E U , i ~ ~ ,f ' ! ,
. HALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND , 3 4. ALL WORKS VEGETATION GROUP A
FEDERAL SAFELY LAWS. Fr ~ f~ ; 5. EXISTING UTILITIES ARE SHOWN IN THEIR APPROX. LOCATIONS ONLY. ANY DAMAGE DONE TO ~ j~
. H WN ON THIS PLAN OR NOT SHALL BE THE RESPONSIBILITY OF 40 0 40 ~ - ~ EXISTING UTILITIES (WHETHER S 0 ) F-~ ; ~ ~ ~ v 3 ~ rf ~ ~ " r,~Rf ~~M1w.M~w., St w.w"..w•.,......+~' ~ a
RACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES SHOWN OR v v v v v v VEGETATION GROUP B (r f i ~ THE CONTRACTOR. THE CONT ( n ~ ~ f
- ~f ~ E TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION OF SCALE: 1 -40 ~ € NOT SHOWN) PRIOR . ~ , f i J ~ f i / .~~t:." ,,,~.....,w. is I .r..r,w-..,..„.,,,."~,....,.f {f 1 r".+~",.'e^."....f 3 ' 'w. d1
O UTILITIES THE CONTRACTOR SHALL CONTACT THE NC ONE-CALL (800/632-4949) AT LEAST ~ - J ~ ; } ~ ~ ~ f` `y,,.,, ~ 11144 f ~ ~ ~ ~ ..M..,.,.~^^"y..r„"~.,,r ~
RUCTION. FORTY EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF CONST H ; V ; f ~ ~ s ~ 2 1 ~
NATION REPAIR AND REPLACEMENT OF ALL INFRASTRUCTURE IS THE '.~.5-:5' . '4 6. THE LOCATION, PRESER ~ {
N IBILITY OF THE CONTRACTOR. R POS ~ ~ ~ ~ ES ~ w r 11
N VERIFY ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF r ~4 { 7. THE CONTRACTOR S ALL ~ > 3 ~
CONSTRUCTION AND SHALL CONTACT THE CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY ~ r' I 5 r IF ANY SIGNIFICANT DIFFERENCES ARE FOUND. ~ ~`i VEGETA ON GRO P i
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY o w;~.~.w~. F n ' ~ ETATIO~ t~f`~OUP B f ~ _ ~ a
. ~ wF f.~~~."•y w, ra; INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. ALL SHRUBS AND TREES (WHETHER OR NOT j.~ Fop F-' i i~ Ear 1 ~
N~ a:. SHOWN UNLESS SPECIFICALLY NOTED) ARE TO BE REMOVED WITHIN AREAS TO BE GRADED, -3,,-,~~
9. ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE AS q wd 3fi, d °j~ ~Ys' r j f ff
EITHER STREAM CHANNEL STRUCTURAL MATERIAL OR AS GREEN MULCH AFTER CHIPPING.
T FFI R S REPRESENTATIVE INFORMED OF THE ' ' 10. THE CONTRACTOR SHALL KEEP THE CONTAAC 0 CE 1 J d ~ ~ 1 ~ # "w ~ , " ~ ' ~.,.,,,w^"„ j ` r
PROGRESS OF THE WORK AND REQUEST INSPECTION OF THE WORK ON A REGULAR BASIS. ~ ~ `d Vim' ,r ~ ~ g, ~ ~ s it v
11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE CITY ~ ~
OF JACKSONVILLE AT LEAST SEVENTY-TWO (72) HOURS BEFORE THE FOLLOWING WORK GROUPS A SEDIMENTATION CONTROL SITE GRADING, STRUCTURES INSTALLATION, •~....w
COMMENCE: EROSION ND cw., aoo e~x-+ae Kc a~-cau. cruet ~ J_"~.,',~ I , AND VEGETATION SEEDING AND PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME T'S THE LAW ~ ,
OF WORK COMMENCE
11. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING (CESQ; BARDEN LANIER F ~ s c`^~~ ~~-y~' a,~v' ~ ~7 fit ~ ~ I ~ } . f ~ 1 ,f o ~ i~y3 +~'(.y'~c~V 1`~It^3'U tJ' ~f;.<`'ii~7~ `d ~ f ~j \
RA • HDR ~ I & ASSOC. (BLA); JOHN PIERCE & ASSOC. (JPA); CHARLES RIGGS & ASSOC. (C f f ;c , ~ ~ ~ ~ Y ~ 3 ~ V ~ TS ~ ~1 m
H CAROLINAS HDR • AND BLUE: LAND WATER, INFRASTRUCTURE BLUE . PRELIMINARY PLAT ENGINEERING OF T E ( ( ) NOT FOR RECORDATION, i.,, .,,x,.r S 3 ~ :1 ~ ~ `ti ~ 3 ~ ~ m.,,,,,~ 1~ 1
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( s ellr number:
3.984 e WARS -IF L-03
Sheet of
COURT ST CREEK & CALVARY CHURCH CREEK
SCALE: 1 " = 40'

NOTES \ , r,,.. ` ~ ~
1. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE/PROJECT LIMITS. ~ ' VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NC 2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL BE ii~fi
" V RTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS INDICATED vµ GEODETIC SURVEY (NCGS) MONUMENT ON 6 UTILIZED AS PRIMARY E US Army Corps
AT NVGD29. , of ~ Engineers
AND WARNING SIGNS TO ENSURE THE SAFELY OF ~ w. 3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES, WARNING LIGHTS, ~ Wilmington District
THE PUBLIC AT ALL TIMES. l
4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY LAWS.
.ANY DAMAGE DONE TO EXISTING UTILITIES WHETHER SHOWN ON 1 5. EXISTING .UTILITIES ARE SHOWN IN THEIR APPROX. LOCATIONS ONLY (
- BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ~ THIS PLAN OR NOT) SHALL a a
T SHOWN PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION OF UTILITIES, THE f UTILITIES (SHOWN OR NO ) 4
CONTRACTOR SHALL CONTACT THE NC ONE-CALL (800/632-4949) AT LEAST FORTY EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF d
' CONSTRUCTION. 6. THE LOCATION, PRESERVATION, REPAIR, AND REPLACEMENT OF AlL INFRASTRUCTURE IS THE RESPONSIBILITY OF THE CONTRACTOR. v 0
7. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL CONTACT THE
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY IF ANY SIGNIFICANT DIFFERENCES ARE FOUND.
P N i FOR THE REMOVAL AND DISPOSAL OF ANY INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. 8. THE CONTRACTOR SHALL BE RES 0 S BLE
WHETHER OR NOT SHOWN UNLESS SPECIFICALLY NOTED ARE TO BE REMOVED WITHIN AREAS TO BE GRADED. 1 4 ALL SHRUBS AND TREES ( )
9. ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED FOR U5E AS EITHER STREAM CHANNEL STRUCTURAL { ~
MATERIAL OR AS „GREEN" MULCH AFTER CHIPPING. ~ ~ e 0
A KE P THE CONTRACT OFFICER'S REPRESENTATIVE INFORMED OF THE PROGRESS OF THE WORK AND REQUEST 10. THE CONTRACTOR SH LL E ~ ~ L
INSPECTION OF THE WORK ON A REGULAR BASIS. ~ ~ a e~Yr ~..-ww-s i~ ~ 3 f ~
11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICERS REPRESENTATIVE AND THE CITY OF JACKSONVILLE AT LEAST 6 ~ ~ ~ ; 1, ~ ~ ~ T F LOWING WORK GROUPS COMMENCE: EROSION AND SEDIMENTATION CONTROL, SITE GRADING, ~ ~ 3 f i
SEVENTY-TWO (72} HOURS BEFORE HE OL ~ ~ ~ F S INSTALLATION AND VEGETATION SEEDING AND PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK ~ ,V.,,~.•"~~~~ ~ c STRUCTURE ~ ~
COMMENCEMENT. ~ . ° - ' E s € r5 ~ ~ ~ Fsi ~ ~ ~ ~4°° NEB PIN£ ~
~ 1 ~ f 11. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING (CESI); HARDEN LANIER & ASSOC. (BLA); JOHN PIERCE & ~ , ; i
I~ i ~ , ASSOC. (JPA); CHARLES RIGGS & ASSOC. (CRA); HDR ENGINEERING OF THE CAROLINAS (HDR); AND BLUE: LAND, WATER, s--r,,,M ~ I
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meet
reference
number:
LIGHTHOUSE CHURCH WILSON BAY PARK L-04
SCALE: 1" = 40' Sheet of
SCALE: 1" = 40'

TES NO } }
• 1. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE/PROJECT LIMITS. }~~~3
2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NC
GEODETIC SURVEY (NCGS) MONUMENT. "ON 6" .UTILIZED AS PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS INDICATED US Army Corps of Engineers
AT NVGD29.
3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC AT ALL TIMES. N LEGEND Wilmington District
4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY LAWS.
_ 5. EXISTING UTILITIES ARE SHOWN IN THEIR APPROX. LOCATIONS ONLY. ANY DAMAGE DONE TO EXISTING UTILITIES (WHETHER SHOWN ON
` THIS PLAN OR NOT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UTILITIES (SHOWN OR NOT SHOWN) PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION OF UTILITIES, THE VEGETATION GROUP A
. CONTRACTOR SHALL CONTACT THE NC ONE-CALL (800/632-4949) AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF
CONSTRUCTION. 0 Q
6. THE LOCATION, PRESERVATION, REPAIR, AND REPLACEMENT OF ALL INFRASTRUCTURE IS THE RESPONSIBILITY OF THE CONTRACTOR. 40 40 0 40 80
7. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL CONTACT THE
CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY IF ANY SIGNIFICANT DIFFERENCES ARE FOUND. SCALE: 8. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. SCALE: 1 "°40'
R SAND TREES WHETHER OR NOT SHOWN UNLESS SPECIFICALLY NOTED) ARE TO BE REMOVED WITHIN AREAS TO BE GRADED. ALL SH UB
9. ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE AS EITHER .STREAM CHANNEL STRUCTURAL
"GREEN" MULCH AFTER CHIPPING. MATERIAL OR AS
10. THE CONTRACTOR SHALL KEEP THE CONTRACT OFFICER'S REPRESENTATIVE INFORMED OF THE PROGRESS OF THE WORK AND REQUEST a a
INSPECTION OF THE WORK ON A REGULAR BASIS.
11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATVE AND THE CITY OF JACKSONVILLE AT LEAST
SEVENTY--TWO (72) HOURS BEFORE THE FOLLOWING WORK GROUPS COMMENCE: EROSION AND SEDIMENTATION CONTROL, SITE GRADING,
STRUCTURES INSTALLATION, AND VEGETATION SEEDING AND PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK
COMMENCEMENT.
11. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING (CESI); GARDEN LANIER & ASSOC. (BLA); JOHN PIERCE &
ASSOC, JPA ; CHARLES RIGGS & ASSOC. (CRA); HDR ENGINEERING OF THE CAROLINAS (HDR); AND BLUE: LAND, WATER, ( ) INFRASTRUCTURE .(BLUE). Y 0
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CALL 1 800 632-4949 N.C. ONE-CALL CENTER r ~ f~ ~ f ~ • ~ L~
T'S THE LAW fl ~ a ~
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DDCI ~t,~it\I nQV DI nT
~ I\LLIIVIIIVnI\ I I Ln I Sheet
NOT FOR RECORDATION, SALES, OR CONVEYANCES
e` , ' reference number:
SMITHFIELD GRANT SUBPROJECTS L-05
SCALE: 1" = 40' Sheet of

• , ~ ~ ~ r NOTES # ti i 4 ~~L NOTES
t =s ~ 1. NO WORT 1. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE DESIGNATED DISTURBANCE/PROJECT LIMITS.
VEGETATION G UP E ~ ? ~ , f ~ ? •~.t 2. BENCHM~ 2. BENCHMARK LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NC GEODETIC SURVEY
' ~ ~ NCGS ~ { ~ s ~ ) ~ ~ f .f ~ 3. THE COP (NCGS) MONUMENT "ON 6" UTILIZED AS PRIMARY VERTICAL BASE FOR PROJECT. ALL PROJECT ELEVATIONS INDICATED AT NVGD29. ~'t' 3. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC
1 t ~ ? ~ ~ AT ALL 1 AT ALL TIMES. US Army Corps
r ~ ~ 4. ALL WOF 4. ALL WORK SHALL BE UNDERTAKEN IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY LAWS. of Engineers
~ ~ i ~ ~ ~ ;::5. EXISTING EXISTING UTILITIES ARE SHOWN IN THEIR APPROX. LOCATIONS ONLY. ANY DAMAGE DONE TO EXISTING UTILITIES (WHETHER SHOWN ON THIS PLAN Wilmington District
~ ! ~ ~ OR NOT) + OR NOT) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES (SHOWN OR NOT
~ r € ~ ~ ~ o / SHOWN SHOWN) PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO ENSURE PROPER LOCATION OF UTILITIES, THE CONTRACTOR SHALL CONTACT THE NC
• ? r~ r ~ ? ~ ~ ~ ONE-CAl ONE-CALL (800/632-4949) AT LEAST FORTY EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
/ ? t 6. THE LOC € ~ ~ 6. THE LOCATION, PRESERVATION, REPAIR, AND REPLACEMENT OF ALL INFRASTRUCTURE IS THE RESPONSIBILITY OF THE CONTRACTOR. a
~ ` ? ; t ~ ? ~b ~ 7. THE COP 7. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL CONTACT THE CONTRACTING
~ ~ k ~ f ~ / ? I ~ ~ OFFICER , ? ~ ? / ? ~ / _ ? ~ 8. THE COP OFFICER'S REPRESENTATIVE IMMEDIATELY IF ANY SIGNIFICANT DIFFERENCES ARE FOUND. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY INCIDENTAL ORGANIC AND CONSTRUCTION DEBRIS. ALL a
~ ~ , ~ ~ ? .~~~M RUBS SHRUBS AND TREES (WHETHER OR NOT SHOWN UNLESS SPECIFICALLY NOTED) ARE TO BE REMOVED WITHIN AREAS TO BE GRADED. °
~r ~ ~ ~ ~ ~ ~ i 9. ALL VEG 9. ALL VEGETATIVE MATTER REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE AS EITHER STREAM CHANNEL STRUCTURAL MATERIAL OR
AS "GREEN" MULCH AFTER CHIPPING.
i ~ 10. THE CC 10. THE CONTRACTOR SHALL KEEP THE CONTRACT OFFICER'S REPRESENTATIVE INFORMED OF THE PROGRESS OF THE WORK AND REQUEST INSPECTION
~ ? ~ ~ OF THE OF THE WORK ON A REGULAR BASIS.
' ' GROUP E f EA~I (~~~I r' ? ~ 11. THE CC r 11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE CITY OF JACKSONVILLE AT LEAST SEVENTY-TWO (72)
' ~ ~ ~ ~ HOURS E rf' \ i ? i' ~ ~ } ~ ~ AND VEG HOURS BEFORE THE FOLLOWING .WORK GROUPS COMMENCE: EROSION AND SEDIMENTATION CONTROL, SITE GRADING, STRUCTURES INSTALLATION, o
AND VEGETATION SEEDING AND PLANTING. THE NOTIFICATION SHALL INCLUDE THE DATE AND TIME OF WORK COMMENCEMENT. a
? ~ ~ 11. SITE IN ..._......~._.....,.w.. ~ ~ 11. SITE INFORMATION PROVIDED BY CONCORD ENGINEERING & SURVEYING {CE51); BARDEN LANIER & ASSOC. (BLA); JOHN PIERCE & ASSOC. (JPA);
/ ~ ~ r CHARLES ~ ~ ~......r I t CHARLES RIGGS & AS50C. (CRA); HDR ENGINEERING OF THE CAROLINAS (HDR); AND BLUE: LAND, WATER, INFRASTRUCTURE (BLUE). °
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