20091160 Ver 1_Site Plan_20091029

Q. 7 N NN
1!
x: NU
w :u t� ADJACENT PROPERTY
Li
OWNER TO NORTH.
{ l U
/ ;� t f rt PROGRESS ENERGY MICHAEL F MCCARLEY l I aAF F o CA LE �n
N F NIF ,
1 I I I k \_Ld R05312-001-001-000 RQ5312-001-OQ3--Q00 ' eyo � W
\ l \ I
r�� \ / \ ! ( I I 11 1 Q fi p O
+' (n
CL
f ) �\ \ \ >\. t t ,
�' r f f �' i W
J / f � �,J \r/ r r' W t 1 � �� 1NtET•.22.88 t � V IN)
lj i' l' f`' / r if l ?l I rf Q . ��iv o8Y1�tBC3►3 2. S1
i 11 f,) 1 f I M x.
f f I Ir l J '� i-n �t - � �, � �- f�'ti , ._---R/W -
�r ' /✓ / i t �t JI r l ��t t J �� t In c o 0 1 %' E ��� t �C.L -
r
( / l , Ll f. o� o $ Q > -- t - +•2�82 v CONCRETE SIDEWALK K
/ tt
--EXIST. NHW Z a `� c' � �; � v r � � �1AS2 v - i
% LINE =1 H x REMOVE EXIST. A f, ! _ �'-of REMOVE EXIST.' HYDRANT
, f 1 lj _ Uj of zs ELECTRIC LINES + � / v ( u
J \ l �l ' (�/'x ELE�/-2.5' cn. Z R/Kt - k/ / • 1MY�4JR'.14 18*�
t. /: / f�l !lr f I�, m�'" m X _ � g / -r /�% 571Nh►/ v y�� a
/ /. / r} P cn \ x x _ PWmla71D 4 a
i.. /l�• 77
1 � f•° REMOVE EXIST: IES; & SAVE. � � �, _1 ti
COORDINATE W ITY m` rn _ _ _
V�b /; b(r r 1 J / ,- o - REMOVE EXIST. CONC. x - -.1--_. "��"'_` .---� __-; £ } -ttt►.s•J'.77 t o Ir
- I
b /IM1�t9.6J
\ / , f f , r • �%'' t� Q � � ,��x •. SIDEWALK, CURB, & GUTTER �-_=__ h' coNC. s:D �, ,�__.:_,.w _�__-_-- 4 S7AIq�t , ____ „ __ � o
% ' ,C // / /" ; ; r 1 l ti EXIST. STORM D AIN -- _ ...Z.----- _ .- ,�.,r•-�s £+ a rt+a w w to � t.l
`� " ; / / f q t 1 I I t f a 1J/ t/?/ TO REMAIN \ 388.87 gf2.6f _���._--.._ .' �� -• �r_...."--_..J--- 2 ?F I ANi-J7.79 u W y~- Z '• p ,DD Q
.%" -•,.. �_;�s'/P Rj/tf < /n vG �a ;, l�1 ' ) a 1 ti h+'' Q i _ -- N 83°'�5'48'E_ $Q�T,; _-__ _ -��y1 j� .�. 1Tk�•� es ® v BEET d w a 6 U.
n.= •<1 •+ .7 NE\ y 11 �. '` '/ ,` / ' / f }'' 6 .. 'Y�° \ . -- s r. i /mot .70 v ' !CA F-
05
p: f /' / () !%LJ CONCRETE SLAt3 + i ,,.. r 1m - f. £ tl (�`�L
/' ' - 6 mA•t2.�__.. _ -- £ REM01%E EXIST. CURBS & GUTTER v o _ -- z 'Q
EXIST. C I O
/ pp p 1 REMOVE BE CONVER ' i a.'.. .--K-�'r r -----'-'.' _ __ £ ......r£ -- £ ,' y y . v ! �� �p w Q _0� E
�. , f' 1 !t r� / l • `,1- 11 t rt119W,Ei L / / ' /,/ .t� �t7 }v� ,. �� _�,,..a�+.. - ( �""' 1 -�_ �• £ �- £ f , t r �� 1 r-- �\ �� `�> f �"` Q� (� iV
EXIST. TO JB Y ____-� - �.___.--_"_ „ _.- tl ----',` -. c� z
�---" £ £j '7 86 g v _ _ V-f^ ,-,. REMOVE 4 • 40 pllV�.18I0 Z' i O P► �"
�` l t / / /f// /,. la.y.t„•(7��� !tT/ ,�/ // ! SIGNS \ �- ,.^,, ..'°�+." _ _ £ ANN�■8 37 tl v AL T ��X' \. 8 7C F- bD t) N
.«-r _ ,, �� £ tl .---f t Y r' 38.61T8S3 . O ++ d1 d1
J / / /r.' �...�.. 1! r�� £ , y T" + 'EXIST. 1I �e /'r 17.Q'! �' .I _C th CI
i / J% ' / j i ' / / .. �L-" •.. - j v--� w ee ri \r\ / 10 n' I&J6 Q O N
tl v .... tli p ttIGNS \ \' ` J Z E G� J
aJ�"" _ \° /J .e%® "\\ \ Q. of
+( r ' / / , / /qj //(vn,
'� „/ ,a ' .--- £ asPHALr f / � '® l t 1 - �-i1W-1627 �\ t sA Of W` 1 REMOVE EXIST. / C
/; s / tl r R
(' j l, JEr 2 WATER \ J / ?' t t J. s , L O. t ~
SU �• 9 I / nn l ! J I t /,� t t o f(Z ' 6 WATERLINES a r ! RG'-7 �, ! 1 �C OT WAG-t \ Z_ =1 i PARKING IS A'ND 0 BE J c �� > ,10' r`' fr ® J J '® ` t ! 1 \ t + { 1 : \ 0 00 Iu.
W 1 % -' A t L d / , Y i 1 w
% / ` / \ I f` I j V�• ; Q?Jq� f :° EX T. ''Its` I,\ �C Q I t-. ` , /J J1 r , ^ j J 6 .f NI) / Jd Jf d 1 t J r /r p Q -' C�t( \;t� j 1 '2 /> i n
/ / �. \ q ( f I 1 r / ( \ 0 J f ELOCATEQ TO ACCOMODATED f J f i_
` �f, / � ( 4 t j i �k WOOD h-1Dm cm- ��-Q'S 1 f t >Q 9). � l 5� t � !r I/ t j !f / 4F 4 f:'` � �l��Q' t `{ 1 v14 ( "Y `� /' JNG RETE
v tl, / } \;� + i,`1;%, / ;I r', �v 0 /� • a t!I w ! px %! CIANC S1A1P' i t i EW SIT ` LAYOI�� c l { r` J J J , t t✓?8.5 ; Jt rs k t Tit t _ -
�C! �\ /! J /(' r .f i` ' ,(k' '_'-�._. } / D LK yt Y I -`� t I t '�LQ ! J / / / rk d , , I f / n 419.& I J / J / t t \ t t t -' ., z
�r rJ I.r ♦ d/ X - 4t(,) // / d / , / ® 77, • / , t t e t -a b,a:. I 1 -- .
d- ',i \ly 1 Fjrxs 1 t ® t J J t / t t ...,..- t
i /`'�d / ;? •.,-.. - J w O p Q ! i j / REMOVE. EXIST. TREE$ &,SAVE , J i /'c ` r ��
%tt / , / t/ / r ® J / ! ! e t t "'N xx: " T t.. i , 1. '" • .
., / - �`" ! / 4. '� �{
r' n !
1 J ./- / t- ft. ! COORDINA E W// CITY , <
/ i ' i'r t / tr xt/. J t ' a i.. , � / / / /
..,i..•-t - cr t / REMOVE EXIST. BAGKFL W h _z„• , /, ,?,.� / + d , , / �t / ',/ , k, - R/w �►" � / ,! J � 1 \ ,g 2'.,�` .��..� � �.. �'
, , > `t' ....,,-'�'+ �.,. `+�'"°.® Z t ,'. / '� 'S 1 J / d "t / l
> - a► i l J r >. ® Yy�• w� a. / J I J j ; ! / 9" IN "' I ! // i �v 1
/ �. ;;/, r PREVENTR & HYDRANT JJ t J J JSY EEr R\w _.ter•., i r��Fc
O l / ,. ��, - - .✓ �j y/ / / , s STLE, z, t''` '! ! �f W
fi '`f ( / + /\/ / t•f( .: .,,, L J'.. t / / JI ; , / / y ! , j J / E, CA - / / ! >
')( { j i '"+�` �, `� i 's �] t/ 'T �a'!r V 1 t' r ! W
�,+ \ `,\ ,,, `• t _ / ! t O�'r 1 , Lt) �las,8 .,. t t 1 ^/ ! •n` ;! > r y --. "
C,9 \ cr t, a m tt l 1 V s / / / 0 I L r. ' j e, B f ® / ♦ I I ` L ¢
�� � i G• q (-- � fi
wit
r3a,w t t 1 ♦
1. f / 8 ♦ I J \ d a, c�
a..►x �1 � V F'�F���'R 1r q r v � d d ® • �,.r I
a 8 r t v .' r� -
i ,�/, / MYRIt EY t \ t k
1., :�✓ 1 / d I t rj.. , EXISTa` ® \\ t hl V .r, / ® 1 v..mod J t;--* r A , �. o / MYRttF `i • R tvr : ._ vc _..». ' E p \ ' I
i
C i t r l l rr .;+ BULKHEAD t ( 1 i / =AIAf'r/ Id J �d `/" t �� r/ s V �...+...- E E ,
f r REMOVE EXIST. / • •� s ../a. �--- - Q
1 i a t j rl� / _ ...
1 / `
Z., �+ t XIST.' t " 1 1 Y v -- y"r� JJ t` `� J. r ` a 8 8 Y perr-.,,-.,- a'.
& DOCK I i t g , 6 1'NATERLINES t i, \d / ,. / a �. _ y
+ I 1NHW P E r t I j./ ! / t. , 4 ;; - :`,. ® / 8e�,i/ MYRTtEy / • \ u...- __e E 1
F-
1 � t 1 t .�Flt / Ito _ •;.-- � / rp ® / �4® / A v t ., *,,,.... :.-"*� a {� _,.,,
1 \ 1 I f \ rl, I �V ! O Ca1+tG 1 LINE r t O p 1 / n , /' A ` d 8 ♦ v �r M 'JtEx �.J Y ! a _.t 'az"""....► �.-c \ ti !: + l s•
f t M r`-e, s� ItAAlR J F- I i \\ \ A ro `` / ''�:�1C ♦ /Jy 8" ./ MYRIUM -^�.- �CtC7� E E ST) SIGNS \ 1
t ,, REMOVE AL
i 1 " L N is 4ti -�.� tR OVEI EXIS ' to I �wttT � �� �s ` /. / w / 8 � �f� terRltE • � ,•Y .,. ��
ti. t 1 P A t tt •t ...._ 0 / e e d o 4 a .�. .... -=" , E ..- E As^faALr _-
1t' �®, 1 = ♦ Y Y e // a ,v MYRREY s s_•--- ..�- �, -
r'' to( t C NC, AMP t - ./ • . t - - r�ca -� E s.. j
y -D. r O "` `w e / . / / sr t, .c�.-.._ -,-.-
t k: K > t t► tt ,s _ `-•- ^" _ .-- E REMOVE ALI. XhsT. ASPHALT -~�'-- j( t ,.a
�� T j l) �t +O j O. ,,.y,, ., -- , .. �..,..... 1•C '. _ .... -.^'y ��.'a....... "r.:.a.. `�t� i \ r 7WHv�\4
J % i t t t ! /tt tt C NItW LINE , ®® �`r.. ...,a ..�+..,• `+��i+Yi►ZL < E �-+ E .. ` I' r
L�MC: t t t ttt t 8+ ::r 1 t w \ ®', �... E ; =,. _,r, - -- l ! R 6 PAD
v %rZt t T. W w •'�„_ ---- 0 r -
LE S t, �" J t E,..,.--- E _ -�. ....__
J
tAz
/ / - \ ,k`, > + 1 i ' t '' \i�Y%A.r } \ / / 1 f` i' st •, n . - dICKS,
LA_ CO
(��tVE EA�ISTe r't Er .--- - �:.- - REMOVE EXIST... �' & i O E A r,'4GT t-a -i� - I
1= - FEt+ct ELECTRIC LINES \ tS
y, L HEAD t 1 _ rn 6° ,..o.cr�^". Ha1N Lfr Qc,
+ *.":,\ \ \ '' ` � .D + 1 { "+ ,rr E s a' 3 1
OL ti .+ "' iY„' t 1\`\ \ \ \�\ \ \, ` , \ �? \ ( •• f d `•.+ E c _ •' - "e. - t + Y,
_..-- E iCRETF STld�P _ �=
,OF lv�
rr? �' ==�- _ �_ -- a23.6o t 6" END CAP z_
� ; o \
EXIST. 6"
AN E CAVQ 0 / , t REMOVE ALL EXIST. -!� o
R/Pql,'/ 70��• `.," y'i +1 / )� i, }/ ltt. t 'CONC. SLAB & ! c,; s - - / r
( 4� < / - WATERLINE 00
Z d
/' 1,,( ',if t ASPHALT IN THIS AREA �, / L� % NSF
- TO REMAIN RIVER 2 SEA LLC
`/' t REMOVE(EXIST. CONC. REMOVE EXIST. CURB L ,
` p' CURB U UTTER AND PARKING R05312-004-005-000
', ',F�!', : i p ., `. XYr � 9 �� n 26 & GUTTER SPACES SHOWN DASHED5358,
AN� `�G PAC ( DB PG
I /E
, �F 1 Cl- Z
T / .; ' ' c: LiIE t LINE EXIST. I & ,
NHW% �
�� SHORE
lti,� I( ;� �! ��� / STORM PIPE TO 1 Q O
i(l / `EXIST NHW � BE R MOVED t Z
LINE O
ELEI/2.5' 00
Q 11
Uj
� r }y1 t /
E 0` , ' 8EL W NORMAL ELEVATIONS AB NORMAL
yr, V N p
" ` d O a=
{ HW ARE HIGH WATER N W ARE IN W
' C� )
--t 0 er
" �, p ro re t
'' lC�'1'N W4TER j..r NAVD88 DATULLJ M e%tj o%
�PA Street Tree Park Boat Ralw%l,-%Ip 1111 v Mull
'fA•i I I t t ` O
! ' 1 l O Or-- Z
n d M P S i
i
i
r
te
t;I I I IV d
I AC;%t
I �G s I-- O C�
W Z
BAS,
ti
CON A IRVI MAJ %CD#1rR% PERMIT SUBMITTAL PLANS
''' �{
i
1 D R A W I N G I N D E X t
SFT. N0. T I T L E
/ C1 EXISTING CONDITIONS AND DEMOLITION PLAN 0-
1 \ ,
C2 SITE LAYOUT AND INVENTORY MAP , I ' tU o
SURVEY REFERENCE: PROJECT SURVEYOR
C3 GRADING AND STORMWATER PLAN v
00
DEED BOOK 1290 AT PAGE 1577 C4 SITE DETAILS „ 1 1-- N
NEW HANOVER COUNTY REGISTRY BOB M. J 0 N E S, J R. P.L..S. 1
�� , C5 BOAT RAMP AND MARINE DETAILS ROBERT H. GOSLEE ASSOC., P.A. �0) Q
NOTEs: 6 PROPOSED AREAS TO BE ADDRESSED BY SOIL ALTERNATIVES 6' E Z
I WITHIN A 513 CHESTNUT STREET 1 ca =�
1. A PORTION OF THIS PROPERTY DOES LIE \ 7 EROSION CONTROL PLAN t , -. O
100 YEAR FLOOD HAZARD AREA PER FEMA FIRMry
PANEL 3720311700 K, ZONED AS SHOWN, DATED ^ \ '� 8 EROSION CONTROL PLAN WILMINGTON, NC 28401 ® <
JUNE 2, 2006. EROSION CONTROL PLAN PH: 910-763--1941 �� 0 ` v
2. CORNERS ARE MARKED AS NOTED ON MAP, F X: 910-7 6 2-5 5 7 3 , � _ F- : _
J. ALL BEARINGS ARE NC GRID BEARINGS (NAD 83). ENGINEERS' NOTES® � , 1 o OVERVIEW OF NEW OPEN WATER IMPACTS ,s _ 0 W 0
4. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS. U
5. AREA COMPUTED BY THE COORDINATE METHOD. 1, TOPOGRAPHIC AND HYDROGRAPHIC SURVEY PERFORMED BY 2�\4 ` � O
8 t � � t•- W Z
6, COORDINATES SHOWN BASED ON NAD 83/NSRS 2007, ROBERT H. GOSLEE & ASSOCIATES, PA IN APRIL 2009 AND ` \ t ""'• -1-i {n W
7. ELEVATIONS SHOWN ABOVE NORMAL HIGH WATER (NNW) ARE IN REPRESENT CONDITIONS AT THAT TIME. - j CO3 0 0
NAVD88 DATUM. 2. NORMAL LOW WATER (NLW) DETERMINED BY SUBTRACTING :I �+- Z Z O
8. ELEVATIONS SHOWN BELOW NORMAL HIGH WATER NHW ARE IN ESTABLISHED TIDAL FLUCTi1AT10N (PER NOAA - STATION ID 8658120) \ \ w t U 0 ®„ O Q O
NORMAL LOW WATER (NLW) DATUM. ( ) FROM ELEVATION OF NORMAL HIGH WATER (NHW) AT THIS SITE. ' \ t 4 = Z
9. NORMAL HIGH WATER LINE (NHW) FLAGGED ON 412012009 3. MEAN LOW WATER (MLW) AND MEAN HIGH WATER (MHW) l O . ' CZ u O
BY ROB WALKER OF CRISER TROUTMAN TANNER, CONSULTING BASED ON NOAA TIDAL BENCHMARK (STATION ID 865120) _ t � j � D z -J
ENGINEERS LOCATED IN WILMINGTON, NC. LOCATED ON CAPE FEAR RIVER IN WILMINGTON, NORTH CAROLINA. \ ENGItVEERS' LEGEND: ` + a- v V
10. COORDINATES FOR THE NAVIGATION CHANNEL LINE AND THE `�\\ t + 1
4. A 2" WATER SERVICE LINE FOR THE USACE YARD EXISTS BETWEEN + 1
WiLM1NGTON HARBOR SETBACK LINE WERE FOUND ON THE \ ` - e T �� -- -- - 30' COASTAL SHORELINE BUFFER
THE EXISTING BACKFLOW PREVENTER AND THE RIVER. THE PORTION seaL
U, S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT OF THIS SERVICE WITHIN THE EXCAVATION AREA SHALL 8E REMOVED. ��! 2\ \ - • - • - 75' AEC LINE
NAVIGATION /MS WEBSITE
TEMPORARY ROUTING OF THIS WATER SERVICE SHALL BE PROVIDED ✓1 ' 6�' NHY+i NORMAL HIGH WATER LINE (NHW)
SO AS TO PROVIDE CONTINUOUS WATER SERVICES TO USACE. '� _ NORM NAVD88)
NORMAL LOW WATER LINE (NLW)
NLW 1.8' NAVD88 } �'• -
SEE UTILITY PLAN FOR FURTHER INFORMATION. ~ \ <- } t
___---_.-....__-____ TO BE REMOVED S L r
24419
/Q
COFFER DAM / CUTOFF WALL 0) 1.,
;P, LIGHT POLE TO BE REMOVED Q
�/ /�I O IRON PIPE (NEW OR EXISTING)
DRAINAGE PLAN STORMWATER MANAGEMENT PLAN DATUM CONVERSIONS t IRON ROD (NEW OR EXISTING) f
APPROVED �!Ij� o CONTROL MONUMENT , 1
° CONTROL POINT n J PPA��,,, C
CITY OF WILMINGTON �r� � � NORMAL HIGH WATER (NHW) = +2.50 � � ® MONITORING WELL ��'J �
0.48 WATER METER
CITY OF WILMINGTON 0 MEAN HIGH WATER (MHW) = +2.02
y , ® WATER +/ALYE EsiGNED BY: MTA
STORMWATER DISCHARGE """���� IRRIGATION CONTROL VALVE _^
PERMIT NOT REQUIRED ENGINEERING DEPARTMENT SIGN DRAWN BY: HWL
DATE PERMIT # 2.02' b LIGHT POLE ~ _ \� e
SPOT EL. t QUALITY CONTROL: M TA
SIGNATURE DATE SIGNED _-- \� <: SCALE: NOTED
b -- �----- CONTOUR '�'�
PROPERTY LINE \ t �] 7 , 7, FILE NUMBER: 6211
- -- -- NAVD 88 = 0 (PROJECT DATUM) = 0.00 E - E - UNDERGROUND ELECTRIC
DATE: 10-15-09
0 FIBER OPTIC LINE '., j
Approved Construction Plan 1.78' - ___ \ WATERLINE ,�`; a ! r�
w - a
Name Date x x FENCE LINE 1 +' 1 I � �( EXISTING CONDITIONS
RIGHT OF WAY LINE EXISTING ZONING ��
For each open utility cut of _:,( ' + AND
p y � RIPARIAN LINE
20 D 20 40 60 N!N OUNDARY DI VI 0 f\J O DEMOLITION PLAN
Citystreets, a $325 permit Planning NORMAL LOW WATER (NLW) _ -1.78 0 - ri 20 G B CS COMMERCIAL SERVICES DISTRICT ,
s J , VMANAGEMEN'T SHEET NUMBER:
shall be re aired from the J�4� HD-R HISTORIC DISTRICT-RESIDENTIAL
q Traffic MEAN LOW WATER (MLW) _ -2.26 GRAPHIC SCALE - FEET U LIGHT INDUSTRIAL DISTRICT
City prior to occupancy --
1 10
OF.
and/or project acceptance. Fire

s �N
N
Ems D R ( ZONE BOUNDARY LINES NOt
�. 13 _ ADJACENT PROPERTY E 1,tp}
OWNER TO NORTH: cyr RCN
NIF N/F ZON DESIGNS IN \
PROGRESS ENERGY MICHAEL E. McCARLEY ING `� r i CQp C u °- CA � N
R05312-001-001-000 R05312-001-003-D00 ( �1 A'FA'oQJ� R v N o
2 � i 1fi�.
i NO'(E BELOW {�'} �`� z
+' !' rr �\ `\ \\ \ ).,' �l �\ ` ` i i ? r� ) ` ACCESSIBLE RAMP- r o
Aw oN >
LU
Vt IN MAP
C13
x } SCALE: N.T.S.
i I� rf lirr I / O W
f l/ '; V Z PROP
LANDSCAPING /` ACCESSIEIt E RAMP 1 RIW
-- -- -
/ PROP
V -} CONCRETE SIDEWALK _ o
10h -EXIST. NNWW O V - �� - z
I t j 'f / �' LINE � --. , SED 7 ROPOSED E'O.P. f 37.5 SIDEWALK G
/ �- -
/ r // '/ Ny ELEV=2.5" M Q Jam' t Pwg. . PROP O D 1l` j r
s��Pt ` --"�_ y (rip :.-dCR6.t° CJ J
iiUj L t w SiPING _ x "- StOEVdAIK 8 S GRA i 4
+i t w t ! l �, /I/{p/- x P A x x
%r,. ;%�/ r m TI
pE, Hai, EXTEND RIVERWALK F _ _ ( � ' + x " X F - Y: !V
u'j)'t f` ' DECKING TO BULKHEAD ` x y - ---�- * n Sir?EWALK_ - i s o E
'' ' �' <' '�' % % ' h�' •r / f�j�, , /' + r (�;' t ' ( 1 i & CONNECT TO O - _ _ _ °.ec� --- _ _ _ f
/ ; / T;:. 7 C , vi �` /'j !;./;YC `� t" t `\Qi 7 r , / _ E 388.87' + f f r * + - _ _ - i+ F� t w Z W e0 t'ry 14pO
+r +, ,J i,'i�1Ri iV 1 �t j r / i EXIST. DECKING __. -- - 1 N g3`45'48 * r _ - - --- CURB & `� h _ T Z W •� '�` c ti.
( ,4-••.. .+ N 7 [/ni �o.\ ` J 2;;.;t , I „/ �j)py�/(E�� � /, , ; ) (APPROX. 7.0' FE) r J /* "ate Ci u S STREE ___ et z u� a LL.
J r/ r ��L. f• .fi�M fs Q a ,( ? / ( L" / f J4 iYsi l OWNEC, // J //l i.'L G�IC.RETE SLOB i F f t + _ _s=_ _- - --.. GV »8 ., Z, CA - (�j
I !' �+ J r J ,'� "'� / r� ' r' 'w' r RELOCATED TREE G ( ,:. S4tti WALK _ ____ _ - "..�- --- N cn! _. g to sC t»
E _ _ 4 Z a t�
"�+'" j•/•/: TJ , ;�{�� I T / j , , * ® _ _ y �- ADY ►-ANE + * f ' H.. p� LV CV C
/ // 1 �'rlP4R/ /-/' / .1 10 f N R� - * X * µ R .+ MAKE-RI~ - t f e + x. Z ` O h- f�
M R CURBR RIBBON CURB xf .� � � � � ' � _5 a rOt
-r
E GRASS k W - a 0 (D _
�AN BEGIN rn 1 p
TER �k ` E d� * i N Cb E
0 8
'_ -- -.r_-..�- RB 1 - t � 4 (.�
( ! , N sRcE uN , x CONC.� ® RIBBON --- r ENO u I o. 1=
Z 1 ) \ / r R VF_ 7 USA p + * f t + % ° ( x +a
r f TRASH CAi I__' o`• �J R8-- f G ER w " GI Q 1 i v a W i
P" P j i �( t , �F.f �LK A \ x x + * + t -.-.-� �. * tt RI Q
I i
)) I �' r !! tl Z r a/
,
+ 7
/ +,` i 11W��y` 5' * * y. GWA S 7* r ro"�cv� f 4 -- 1,g3 t ► 4' * y*CUB coNc r
N Rt3 `+
`LAl2NCki
, J i .
+ f
O
.' O
GUTTE
**. _ 'a
/"`+ SIGN ON
O & i f + R tx
/ I NEW BU" � U-CHANNEL r r r tiv go M
' /j'�yl I -E \• / r + C TLE SIRE _ a: E W
^,',�'/(`.' / ! t $ -+. x �%= <,.. `' CURB
`*
� '', /+) t•. �> � . i � i �'��� � �iON FOR -� , -�, ` A � . ,� 15 1� .��,.. �� END RIBBON � �
t ` , �., ' "ti.. ; •3 c.\ ' / � � yam,, S .`\ % i,'.-�./r / ( � iL.N '
. \ \ CURB 1 k
N
,
Ii A ®E e t j \ G _
� � I� ;' ,, VIN 7TER o
I � A
/
, � T l {
� A
{ H
1 SP
{ � 1 1•i O
•t {
t G
L
N
t 1 i, K
R
P
A
�x tr
t !\ i t
r,.h I i •-3
i
, d
7 r ! t .1 r / ) p .Nt'f.W., .�„ \ � ....e+;--•--•..,:•,.,.,. � C.� __
LINE I _ - {
` _ �,
\ I ` BB _
R _
,l / y; j ,
y e p� C
r r � � cc
> , �:� ` 1 ATN 'r: „ , r ( ; , CUR
„
v I i N
k� / ;y; y �. j�.. „ " ��- B -DOWN L s_ .
r` R
1 1 / a �' t i�- T< 1
r r,. U
r , G
, i /
f t r ;ry
v s j
1 k ccNcRErf
r`E' ,i
r /
v�' i
ti T TREE
t l © PAD
;I
l ;YO �k.i
6
I i i
1 rGN ,•. k�", p q
t I N
f
1 ,
a l t
,
� i
� I r x - 37.
y' i. '. ��1
hr' X
ti \ C
+ \ /. ( ✓ , ,> ," / i \ ,; i 'Y �1 _ r �{ 1 t /. .s AL.K
,
W
v� \V < < , i F r i ; /. /"`i / �D RI V LR T a;f' "1Pr
AIN
�{p /+
y
! •, - i-+- g•, A V . • y v 7V,_ l ''( ( 4 +'C S{111� C` PING
` , � I � \ T 1121Ll
' - * �• „ ;� APRON *-T - \
* * +'.�°-,�..,... 1 _ - - D CURB & i
1 _
r�t t * '�->e•.,,, � RF7 (��L*D,. W NE � t ��. r � � ROpOSE � i c
(T:f pG � t X @ /�-/�l1t�t [� /� s�j �t y x 4� Z:..s P } CiUR
' O J� 'k fi -f•c p 1.�C� Nf11�D8 iV�` '�i..� r X � J. t
/ i7 T
N ` ; \ , n + • ;\, 'k r ; t * x * * f y * _ TS83'4 PROPOSED ; R ti
�s'7 �' ! r r 4IOS D HW L1N€-*- r 8c GUTTER ( '} s
' \ * +2.5 N YD88 1�+4.� N �
R/Aq \ ICI 21, I y 7' x r
R/qN �, E •' (!; '1."� ' c�' r; z {. PROPOSI;I? i kNI SCAPII�*G +_ - SIGN ON N/F F- d'
' ;
i /PI - I y` x * +x * * * + + _ r T U-CHANNEL RIVER 2 SEA LLC i , Q00
t 4`fi 1; 9'�j 1 f R05312-004-005-000 N
+i (` J i!+ i ' (US�"3` O i �� x * `T I
/QM � ,;'. -..„ *- - ACCESSIBLE RAMP DB 5358, PG 2851
�/ 'l%,r x •, l , ��` 1 r i t�HW,/ LINE ' EXIST. BULKHEAD PROPOSED 30' COASTAL ABUTMENT (TYP.) � _
1 PROPO o- z
---I
`` TO REMAIN �..-. _._ - -NEW BULKHEAD
' Q O
1, r� SHORELINE BUFFER �. z
i ' ',EXIST. NHw STREET YARD CALCULATION SITE INVENTORY TADL.E o
�� LINE
r 3 fLE1/=2.5' FRONTAGE FOR STREET YARD = 106 - 58 = 48 LF 1. NAME OF PLAN PREPARER = AS SHOWN IN K O D' U '-
'�
TITLE BLOCIV
00
REQUIRED = 48 X 25 = 1 200 SF 2. APPLICANT NAME = AS SHOWN IN TITLE BLOCKCL
w Z
PROVIDED = 188 + 197 + 63$ + 188 1,211 LF 3. DEVELOPMENT SITE ADDRESS AS SHOWN IN TITLE BLOCK Ory
1h IMPERVIOUS SURFACE ALLOWED 1N STREET YARD = 153� 4. PROPERTY OWNER = AS SHOWN IN TITLE BLOCK -i vil
j O d-
1 _ 5. DEVELOPER NAME = AS SHOWN IN TITLE BLOCK Z
SIDEWALK 15%
Q5 6. PROPERTY BOUNDARY = BOUNDARY SHOWN - TAX ID SHOWN Ld w I
; 00
U) C�3 O Z
7. ZONING = SHOWN IN SITE DATA TABLE
f; I j / 8. ADJACENT OWNERS AS SHOWN ON PLAN t X 1--
9. VICINITY MAP AS SHOWN
IMPERVIOUS A R ES 10. TOPOGRAPHY = AS SHOWN ON SHEET C3 w Z
s: i w U m Z t tJ
/
\� -- EXISTING IMPERVIOUS AREA WITHIN 11. FLOOD PLAIN = AS SHOWN C Z w O
6s PROPERTY BOUNDARY AND ABOVE 12. EXIST. DRAINAGE FEATURES = AS SHOWN _
NORMAL HIGH WATER LINE (NHW) - 32,$83 SF (76,4q IMP.) 13. SOIL SURVEY SOIL TYPE = URBAN LAND (Ur) ~ a' O'
PROPOSED IMPERVIOUS AREA: 14. CAMA AEC AND SETBACKS = AS SHOWN {i
PARKING AND DRIVE AISLES = 24,184 SF 15. CAMA LAND USE = AS SHOWN ON SITE TABLE
16. NO CONSERVATIVE RESOURCES ON SITE.
SIDEWALKS = 1,510 SF 17. NOT A HISTORICAL OR ARCHAEOLOGICAL SITE.
i TOTAL = 25,694 SF (59,7% IMP.) 18. NO BURIAL SITES PRESENT. �4 �
19. NO FORESTED AREAS ON SITE, EXCEPT TREES AS SHOWN.
t
j 20. NO 404 WETLANDS OR SECTION 10 WATERS ON SITE. , N
21. NO PROTECTED SPECIES ON SITE.
TREE DATA 22. NO THOROUGH FARES OR TRANSIT FACILITIES ON SITE. C1�
EXISTING TREES TO BE SPADED AND STORED DURING PUBLIC SIDEWALK TO BE REPLACED ON NORTHERN PERIMETER CN
OF SITE. CITY RIVERWALK TO BE EXTENDED THROUGH SITE.
i
CONSTRUCTION AND REPLANTED ON SITE = 14
�0\ z
as SITE DATA v
f ` \
7.QpIJ1y� CS AND LI
PIN AND ACRES z U
R05312-004-006-002 0.38 AC t3 , � _ _
\ R09999-999--999-999 (CASTLE ST. RIGHT-OF-WAY) 0.61 AC L .0 w O 2\ TOTAL 0.99 AC '' w O
aUi .DING SETBACKS NO BUILDING PROPOSED i, s _ _ t� Z
\ BUILDING LOT COVERAGE 0% 66 Z
m
PARKING AS SHOWN Z Z
CAMA LAND USE CLASSIFICATION CONSERVATION AREA AND URBAN �' 00 O � Q 0
/ \ NO KNOWN HIGHWAY OR ZONING OVERLAY 121STRICTS ' W� Q V? = Z
EXISTING PARKING COUNT FEMA FLOOD ZONE AS SHOWN ' O
SURFACE WATER i O w =�
TRAILER STALLS 14 4-0 a
CAR ACCESSIBLE 1 \ { \o NAME CAPE FEAR RIVER
CL r- z �
TOTAL EXISTING SPACES 15 ` i \ CLASSIFICATION SC !KY 1
\ y
/�///J •) - e 2 \ INDEX NO. 18-(71) SEAL
ti i T <V O
PROPOSED PARKING COUNT '
TRAILER STALLS
TRAILER STALL ACCESSIBLE 1
f CAR SPACES 2 '� i - 244419
ACCESSIBLE CAR SPACES 1 T
TOTAL PROVIDED SPACES 15 // \ `
P QT ' '' r. A
DRAINAGE PLAN STORMWATER MANAGEMENT L.AN �, SURVEYORS LEGEND: \
r iltl tiiii
APPROVED APPROVED DATUM CONVERSIONS �1'�j S
CITY OF WiLtvIINGTON � ) 0 IRON PIPE (NEW OR EXISTING) ] .
HIGH WATER (NHW) _ +2.50 o IRON CONTROL MONUMENT
(NEW R EXISTING)
CITY OF WiLMINGTON -NORMAL0.48 = CONTROL POINT
STORMWATER DISCHARGE MEAN HIGH WATER (MHW) +2.02 >� 0 MONITORING WELL ENGINEERS' LEGEND: � ESIGNED BY: MTA
ENGINEERING DEPARTMENT �� WATER METER _ .I , ' ((� �I � � �1! i'�
PERMIT NOT REQUIRED _ t , 1.1
30' COASTAL SHORELINE BUFFeR�� r( `'
b 1 DRAWN BY: H WL
ca WATER VALVE
DATE PERMIT # -
QUALITY CONTROL: M TA
2 02 � IRRIGATION CONTROL VALVE 75' AEC LINE I
SIGNED NORMAL KlGK WATER LINE NHW ,� a SCALE: NOTED
SIGNATURE ^^ DATE b F, FIRE HYDRANT ( ) �.
SIGN NHW (+2.5' NAVD88) i, t I� r t
FILE NUMBER: 6211
NAVD 88 = 0 PROJECT DATUM = 0.00 _ NLW
LIGHT POLE (OR8 ��} TER LINE (NLW) -
1 \ A SPOT EL. \ _ !�/i `I N OF DATE: 10-15--09
AN�roved Construction Plan 1.78 .__ ___ COFFER DAM / ccrroFF WALL , \ MENT SITE LAYOUT PLAN
' CONTOUR 1 ^� �.S�A E_ II 4 A N A a E
Name Date PROPERTY LINE f *� * PROPOSED PARKING LOT /' PROPOSED AND
For each open utility cut Of � - E - E -- UNDERGROUND ELECTRIC LANDSCAPING (PLL) SCORED CONCRETE V
P y - -€'O FIBER OPTIC LINE
�, 20 0 20 40 60 EXISTING ZONING '; INVENTORY MAP
City streets, a $325 permit Planning a --- - W - W - WATERLINE
NORMAL LOW WATER (NLW} _ -1.7$ q - x - x - FENCE LINE PROPOSED STREET YARDF PROPOSED CONCRETE CS COMMERCIAL ,SERVICES DISTRICT SHEET NUMBER:
shah be required from the .48' �, ---- RIGHT OF WAY LINE ' LANDSCAPING (SY)
City prior to Occupancy Traffic MEAN LOW WATER MLW = -2.26 GRAPHIC SCALE - FEET HD-R HISTORIC DISTRICT-RESIDENTIAL
( ) RIPARIAN LiNE10
ZONING BOUNDARY PAINT STRIPING LlIZZM
PROPOSED EXCAVATION Li LIGHT INDUSMAL DISTRICTand/or prOJeGt aGGeptanGC. Fire ` INSIDE COFFER DAM OF

'--ADJACENT PROPERTY 1` ""
OWNER TO NORTH. 1 1 CH CH
tr ( N/F I N w w
PROGRESS ENERGY MICHAEL E. A&CARLEY I ^aA�F 0 4 cA L F
R05312-001-DO 1-000 RD5312-001-003-DDO : { �iF�,o �R W
V jj Rq` aU Nb.
\ \ \ r (IJ 1 ' ( 1 1 Q LL
} ` }! lLJ
NCEr-22.ae �5 V CINI MAelf
8.95 SCALE N.T.S.
11 "Tt " ��• �j\ '�� ;
Q 4! R
' -.
v � .� q. r D % f 5 - ---_ 1
z o o �J G ` >C.L
p p _ }NL T=22.&2 \ CONCR.E7E SIDEWALK
/r / /%/ / o, /'/r r(t /t /l / LINE CONVERT
NHW CONVERT EXIST. �--,• D '. 'J �G
I w 0IN
ELEV=2.5' O C I TO JB "�• S Q z ~ P
rR d cr ` ' a
` Z'� �'*t- Z •R,/iN-. ��°6 V INV=,19.54-.. ?8 RCP
�
N X X 1 S5 } h
(_ iTl R h d. . . .'JZ 2' <:DMN
8.90 NEW SOLID TOP '"�,. C DI �� � _---�=� 9- . . :;:- 2
• GR NV=;8.7C r('r'-22.89
L.-•-_ / / i / / / i / /f t /; ,, F / / / n. r 't ,1� lb
4.87 EXIST. GRATE TO BE REMOVED C/� *Ri n % �� x r - ` _ , + --n" / _22. - £
i /' / ' ; ;/ / , 1 \ +e• 2.18 EXIST. W. INV. TO REMAIN -� r,\ _ x -T-X.-.- F,cP
r�0 // / G r`far t r o o x� _ _ 1 -. •� \ �de _ .:~f �• •.• M 24' }Nl-_t ..; i N
i t r / 2.32 EXIST. E. INV TO REMAIN - x + 11+ , __ - �. : . _- -� ,'
/ ;/, / /; ; ,` J ! (+', f1 ,' 2.19 EXIST. S. INV. TO REMAIN `-' x x - Y 4.976 co C. 5 WALKt@ _ 2 C# l' NV_ .d.b9 r fN -19.97 W _ aO.1 O
9�x ( / i I3I - l f _.L l_. _ � -� _tam{ rOP 22.40 �/ > W �- w W 6/� U !�
-t / \ "T�\
0.25 TC 388.8�'- -}�.s� t5 + * - 5 SD NV=17.78 q}� 1 Z Ix 0 4iD Q
=J+4 f �"- 9'i N [I \ \ ;' i G / ' ,' j � ICI _ 7 75 eC 8 ,�, +� f, =9. v/. -+� ___� _ . _- -� _ \ , -_ .9 23. T _� -- w' 1 } 07t�?y��/�T Q �u a
E :r 0 1 a7 3 1W+-_----- -- J) � u. s. y
(�. f `1 + '"►tea:7�' �/ / �} 6 t { LL
- _ � �«+'' -1 1`Q 'ts.""'_.` l� f 4. r r+ _ ..-S_' Z 4)
;OLD t�JYJCRETE SLA 1 + 44 MN LIV&CP - _ QP� f \BC "SS ` Q� N O)
+' � - h TOP=12 - % 1+ �7.{� �' ' ECZ P'-.. Z �3'/ / / r } / Jn t NI�1��Ip� /' / P P -1•/ y ` / r EXIST. I EOr. - QcINV=B.t6% PORTION p, + * \ , -Cf m ,4s � TO - 6 f + f} + + 2 1NV'�,..,..7 NV-1B.53 O/ -,
i ( / TO REMAIN `\ " , � ` ** / `�- °+ ++ +� r ' .ti b 8" M'• ` 1�'o w+ � \ \�. rNTC 78.aII � Z � O I►+
` / i / / / // / l/�! f i /' / % 0 •9 ` n ` _ Z r Cy _ swa- + \ r + 0 \ C1
1� S tNl- 8.36 O O
I' / / n i' / / -4, //y; l % s .. 1 1 - T' J! \ \'k• i .... "`1 r! 8 'I j v\ r �y 2 t� k` �J \ \ MrM1` O '
+j,/ // / // �NV�II.80 • _ ,' V W y �V'jC3'T ` f/r�� j' 14. �+ 1_+ / �A,Yv, + O> \1 G�A5S TO, 22.95 j` (y� y (�1 U �rl
; j l�A�I� ,,�rOxs /,,,/warER / 9' 4 / s Vt , 'SG STUB-uP 13.4/ T P _ _ �` r �� /'� ,,, ��, +o Lt. -INV=i6. i
Acqs R cE UNDER _. t ;2 / � "`Z• ® 1.8 TOP; ti O
f}fiP RvE r usacF + r- 2.7J v ap E L
r ) 1 ( �•� \ E \ ! r f a + + + + _ 4(y / f ��' ` S.�r 4I,IV. t +. +• cam' �n / s /A� L&j, J \ r + +
C7 + O
\ v � '� t 1 _'.- . x ' _ _ i/ , - r g O` 1►'; t / t
3' /NAV08 ;a' ��v f' p •j + -i- *+r'' 1- + `f / \~ 1 •t3 \ .` �i e 1 } '1 8G .Q "' p�:y+' /+ j'U 'j' /rri�m -„ r y, �, +�' '2� f «�,' I i CCINCRE,E CIDEW.ALS -
J -C � - ' .. �� rEc r} 18 ,� 1 w
'� `t + f./ c� +/ --- \` / ` •\ -�``"`! , J' , y � D I.3 �`' 1 + / /.'\ \� x, �� / }�-� / �2 Y�I\ ! ! 1� � v ---
/ 1 � I, ' (i i � l ___ �l � �- / � �4 �f( + + ry �7� �---' _._�_1 \ \ _\;__1 , \ .� �t� 1 , - ! � '\* �•-,v}" n �+ + ; \ � 1j
% / !:i ; ,Il" --i -#-- - "?= '=t. f.e ''' ~'�- IW 1 i G '1 ti ' / / '/� "' + '% \. •xyy ,f u ! AP 3.V 't. t .!
M /�, ` \ -; -- + - t� \r d.fl TOP /J+ / ° �.� ?, + 19.(1 1OP
r'i` , ;:c + .0 TC 8.5 RATE+ \ y� r c� x '� r z h ,�;' x 2. INV. ;t i \ 5 '�
�- \ \9. 3 T /' v ,.. D CAP
/ 7 15.0 Il�V.
Sf i 6.1 iNV. + c� -0 1 r C g
/ / 7 !/' ,�'' r 1 \ " �/ i i + •C Iii,V; .0 INV. / [ \' ���, t t r nr.
f - j}I lP� AP a 5 10.2 r� W
1 t �:•/ / i / it ;1 + - 1�_ �""j '...,. 'A i / � ' cn
INv. e�
t /-� r�L! tY? i .� //` r //. /' •, \ \ 1:/ '% /,�/ "` x y, x ,ram'----== -1-. _-_-?- '\I * J gg % `f E R` i , ( IM
/_ +, °tC z p 4 IN V. ; i TLE s R _ '! p,i G
i a, {C { SCAP i >� W
G X i ♦ NiJ r �. I. �
\ \ j'� ! ( i '--•_a S: I'r� ,/i 1 ` i �Y �` /'\• Q V ,,_ +7 '' / +"^ / \ '\ / J;=.!-:': C •I', 'C'
SS
.�• l I / ! t , '\ ,'f:',''' /,r I I \ . •d-. / 1 / � .Q •1 cam, '\
r 1 \ i ! �. 4r�'";+ \i `, ;tom '.l % / I '\ Q .1• r r i �R
A sy/ } t 1 4 ■ew
J t'
1
G z P�S i.
c>v i T
k
�:. 'sue
H 0\
t _ SP I A 1 0..i \t , _ A
i
Y
i \ s;r '\ A
4 1 /
1 '/
r � ,
.�, R R
i i ,�o T � � A a I ac
,
,
t / 1 _
2 OR TC I
/
r
f %
l
} 1 7 -l�
1 _ 'tom _
r. \ G I - 4
N C'
i
NHil4t � C�
I �, A 1 •AA _
o i 0
y •� ' f
1 t
- "+<a,
/
I ^
` A
1 R a
2/ 1 /
t
( b
t -
1 �. i l i
v \
11(( /
\ •\
C � 1 1 E \ _ to _
r F ( \ _i-
�a
I f a; I i i � .7
IO,
t
4• •,1 [�`` i
1, r
i •�
i.
r r '
I / ,
I I �2
/ T C F / -
\ 7
1 4 t
+
1 I'�
_ 2 �•` pp
O,I -� ✓`- n
i'
-
lXLi
i'
r / G
-
/• } , g
r -
/ 1
i J i
y + i PAC t Y, •�
t' - .yam ..:nw• °•'_^
Z 7 �•
,. i t
ti\ i i r n -it ''r- .•
G _
1
'v'
r° kv
Q ! Ti-
i `O `1
L i
i P
i 5•
- x. '�•► G
f/ Y lY /r^ F• i ,
I.
Y ---T
1
!' f f
1
l _ -
r � -
,
a
•
/ V.
r.. I , r - ,'f' ✓ ,X './' 1 G�� Q q -r i{A' ��' G' r- \ G •i
,
�P¢ SED _ z' ';z
Rv£2+ + r + + _y eT ,x I.7V NA .0./ y�t + +' + a , _ r_ -� �. / F!�1-'!`y" � 42... 6Q lJ 1 :' J
,\ '\ /Y. "�.°'w ^ 1 '} ', \,\ 'i i/1 , \. ,l /' 1' r' t !j t+ L'µ. t + y, ' F { -� f /.T,-�' 7 py' ' �- y. /'l . x + T 'F `'r` -F ""` I'll .. '�_rG J'4J¢
��•�slJJrta. ,'� ` ', , \ x i '*\'<<`l`i i ,;' ( ;%' `lj, + f + x +' .} * .� + {++r,- .,. +OROP©SaW
•,l�W+L1N ,,t --f ~f -y * - • J I `-Y + U K
7 R/PgRlq 7Q • i Itv{ii ,/ % f i '' t` ` l + + µ :..r. + + * + ++�.5 N , *iV t . + ,G, �GG
N �' f� 'q' Alt± O
\ \ !• , I f /i i ', r /,.0 / / / ttl) .* 7 -(' + 4:.i .f {i - rx -r J�X `L RIVER 'NIFr Z QO
({ V' �• 2 SEA LLC
�sy�' R05312-004-005-000 y N
�f'l9/fi°/if i 4-jay ff'�' :r►... 1 3% � z `�- DB 5358, PG 2851
/ ,/ '; � rti' ,/ / NHW/ LINE ` ED 0' COAST � Q_ z
I ,j, /; ,',; i;(/`r /,' i t l PROPOS 3 --- i t ,
/ `Exrsr NHW
SHORELINE BUFF t z O�
ci CO
Li Z
+
O
i liii ' ' i 1 I Q t t � O Z
f LL
^C l W
J t 0 _
O 00 Z
x 1--
r O 0
Li z
O 1-- o a
c
a-
IlJ l
N
00
04
Q
Z
- t CIS _1
O
t � 0 �
f
\ t 'C Q� W 00
ENGINEERS' LEGEND: j l w 0
' 5 PROPOSED CONTOUR t
/ \ 4 3 PROPOSED SPOT EL. w Z
Z Z
D I_ DROP INLET t U ® O � Q
' l t Ld i-- . = Z_
o el- CURB INLET t 3 . Q
O © W -j
/ �!S- D JUNC770N BOX J F, Z
INV. INVERT t 1 y
EP EDGE OF PAVEMENT y 'j `
I'E FINISHED EUVA77ON 1 1 SEAL
TC TOP OF CURB
w v\
\ BC eorre3M of CURB
/ a` RCP REINFORCED CONCRETE PIPE •
nhh bbb CAP CORRUGATED ALUMINUM PIPE tv t 244AL
19 _
Vt p \ CMP CORRUGATED METAL PIPE (STEEL) O y
JO' COASTAL SHORELINE BUFFER p t t �-y Fly F,�-•4
rr ! - '°" - • 75' AEC LiNE ! � �.. .`
N STORMWATER MANAGEMENT PLAN j®� \ NORMAL HIGH ATER LINE Y 4 y ''• r A R •'`
� DRAINAGE PLAN ly .�
SURVEYORS' LEGEND: NHW +2.5' NAVDss
1 APPROVED c DATUM CONVERSIONS '�fr'! �` •• NORMAL LOW WATER UNE (NLW) £
CITY OF WILMiNGTON PP FS1 � IRON PiPE (NEW OR EXISTING) ��` NLW (-1.8' NAVD88)
IRON ROD (NEW OR EXISTING)
CITY OF WILMINGTON NORMAL HIGH WATER (NHW) = +2.50 COFFER DAM CUTOFF WALL 111
0.48' � ) � � J CONTROL MONUMENT �
a CONTROL POINT t
STORMWATER DISCHARGE MEAN HIGH WATER (MHW) _ +2.02 MONITORING WELL + +� PROPOSED PARKING LOT , ESfcNED 6Y: MTA
* LANDSCAPING (PLL)
ENGINEERING DEPARTMENT �' WATER VALVE !
( PERMIT NOT REQUIRED b � WATER METER 4 DRAWN BY' HWL
DATE PERMIT # 2 02' PROPOSED S7REET YARD 1 QUALITY CONTROL MTA
' ^� lRRiGA770N CONTROL VALVE LANDSCAPING (SY) y }
SIGNATURE PATE SIGNED b FN SGN HYDRANT t J SCALE: NOTED
VNPAINT STRIPING jl FILE xu�neER: 6211
~ NAVD 88 = 0 PROJECT DATUM = 0.00 0 LIGHT POLE
, ^� , �I i i
( ) w
`` 11.:..�i r i DATE: �-(+J-fl9
_4.3 SPOT EL. : l ,
Approved Construction Plan - 5-- -- CONTOUR /' PROPOSED ; !r �* ) s rF ( GRADING
1
Name Date v.
1.78' �i PROPERTY LiNE SCORED CONCRETE ,t '; . ', I/ AND
For Each Open utility Ci1t Of -- r; - E -- UNDERGROUND ELECTRIC \� �! f
Planning tv 20 Q 2C) 40 Ffl V Fo FIBER OP77C LINE PROPOSED CONCRETE ',z� w\ STORMW/gTER PLAN
City streets, p -tL � {i
shall be required from he 48' o FENCE ILINE a , „
NORMAL LOW WATER (NLW) _ -1.?$ p - x - x - FENCE LINE
Vl t fiCT tVI iV - SHEET NUMBER:
Traffic MEAN LOW WATER (MLW) _ -2.26 `-- GRAPHIC SCALE - FEET RIGHT OF WAY LINE /j /// PROPOSED EXCAVATION C
RIPARIAN LINE / INSIDE COFFER DAM ; v
City prior to occupancy10
and/or project acceptance. Eire of

SLOPE PER -1/8' R /--3,000 PSI CONCRETE SIDEWALK, 1'-0* �TRUC�QN SEQUENCE:
Pt AN BROOM FINISH, SLOPE t/4 /FOOT
- - +�" ( ') f IN DIRECTION OF DRAINAGE -STANDARD NC DOT SIGN - j 1. ENGINEER WILL VISIT SITE TO OBSERVE ALL EROSION CONTROL DEVICES REQUIRED
FACE OF CURB
_ - -=i�- STANDARD NC DOT SIGN --�r - a (SEE SITE PLAN FOR WIDTH) ?-8 SEE ENLARGEMENT -- ON REMEDIATION PLANS.
3" R i1R7-8D SEE ENLARGEMENT i
AT RIGHT
ae o T.O;C. ' a I :BATTER 1" IN 6' i « AT RIGHT VAN 2. ENGINEER AND OWNER WILL COORDINATE ANY MAINTENANCE REQUIRED FOR THE
a - " 6X6 X W1.4 X W1.4 W.W.F. 1 RADIUS �
i °' ACCESSIBLE LEGEND AND BORDER - GREEN112
s s _ 1 EROSION CONTROL DEVICES.
�; 111--=1( "=1 f A ri I i_ o f SLOPE 1/2' PER FT. /'1/8 R --- ---- - �y,,. BACKGROUND - W117E �
B , o , ! --- _ # a ©, PAVEMENT } 3. REQUEST PRE-CONSTRUCTION CONFERENCE WITH NCDENR INSPECTOR. �
n -I .t _ ° o •"'��. tv (SEE I}VEMENT + - o
_ 3000 PS1 CONC. 4" _ _
DETAIL f -- 4. COMPLETE DEMOLITION AND CLEARING PAST EXISTING DENUDED LIMITS TO COMPLETE �,
1� I i - I j
} _ STANDARD NC DOT SIGN -60` IF MOUNT® ON 8LDG RESER'VED ALL DEMOU71ON AND CLEARING REQUIRED.
F, , i _.. ,Iii� -
i =� _ -� , __ tl° � -'-, �• � 7-8D SEE ENLARGEMENT OR POST BEHIND SIDEWALK PARKING �
I j-.i r,---r-i =1 I I 1= I, II i I-I i=!(� -.I r 1-! SUBGRADE I ' R
'' ,,-I I,I PSI CONC- -$ _ _- = L' AT RIGHT , 5. PERFORM FINAL GRADING OPERATIONS FOR THE SITE.
2 1/2"0 GALV. STEEL POST- '84' MIN IF PEDESTRIAN tO! 6. INSTALL PARKING, CURBS, GUTTERS, UTILITIES, AND ALL AMENITIES SHOWN ON PLANS.
I I
e_tt-6"_.....___.._..._j i 2,-0" i I 8" 8' = _ , I PATH FROM CAR TO BWHITE LUE BAC GROUND
CURB
Q aN TTE T IL TURNED DO SIDEWALK S I GRADE APPROX. FIN.--
WALK PassEs BY OR 7. STABILIZE ALL DENUDED AREAS WITH TEMPORARY OR PERMANENT LANDSCAPING, z
RIBBON CURB DETAIL V B A D,•. .®•�.,, UNDER THE SIGN BACKGROUND - WHITE AS REQUIRED.
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. OF PAVEMENT $_-- LEGEND do BORDER - GREEN 8. EXCEPT FOR PERIMETER SILT FENCE, REMOVE ALL EROSION CONTROL DEVICES.
_ 9. REMOVE PERIMETER SILT FENCE.
NOTES• MAXIMUM
-�i(_=1;i I f i i I__ . PENALTY
PRIVATE DRIVE !__!;!- (, -j' - + °i $250 -LEGEND AND BORDER - GREEN �RA01NG NOTES: o
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE, BACKGROUND - WHITE 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING w cn
2. CONTRACTION JOINTS (CJ), SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. SCORED LINE SIDEWALK ORLL
1a"� coNc.--. 1 i I OPERATIONS. z � � � ,� x �
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS 1" DEEP I SIDEWALK AREA `vi 1°-0" 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION 6 ? N W °'
CIA
PAVEMENT WITH NO CURB. I --- .r�
5. 1 2" EXPANSION JOINT EJ REQ'D AT 30' MAX., AT SIDEWALK BEYOND GRADING LIMITS. z
/ ( ) gWetza� a� naB
SIDEWALK SECTION Q Z > lV ti c
JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN. ® ® HANDICAPPED PARK{N G SIGN DETAILS 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE 0R REMOVE C3 d N N c
FROM SITE. Z ° r' +'• ° Z
-CURB SCALE: N.T.S. r 0 cl arni,
30' MAX. SPACING " 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. .- -' = c
EXPANSION JOINT 1/2 - VARIES 6 N E C5 0 U.--_ FOR SIDEWALK--. f" -- � " 5. A BANKS L H E GRADED WITH NO GREATER w Z ,a, - a► c� :� -J
AS SHOWN AS SHOWN SEE PLAN ; I i S SLOPES
NOTED. La V M E E
-1/z EXP. JT.-\ AND
WU
STD 2 6 ALL AN S AN 1
G a w W --_-__-------------�_---____-- _ "1 4" I I CURB & GUTTER 6 PROPOSED SPOT ELEVATIONS A AT FINIS GRADE v E
THAN 3.1 SLOP UNLESS
a - DRIVEWAY APRON - " LEV RE SHOWN FINISHED W LL
a
EJ �___- I -------__--- ' ----------__ ; ; li '�r _ 4 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
PLAN-TYPICAL SIDEWALK i GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. Z
' WHEELCHAIR RAMP-
CJ �� CURB RETURN F
` I s 1 -9 ERQSIQH QONTROL: Q
-1/8" R. TOOLED JOINT 1/4' x 1" DEEP \'Ozlllp �
' EXPANSION JOINT 1/2" SECTION A-A
1/2" EXPANSION WITH AN 1/8" R. 'G ! DEPRESSED CURBS 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A zo M
JOINT MAT'L TOOLED JOINT >, CURB j VIOLATION AND IS SUBJECT TO A FINE,
I G g°•j � �e, 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
a 1>_5" RI - 1ltt of Otis% ��p+ IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND N 3 Z
-----
.�P¢ ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION O z
T CONTRACTION JOINT EXPANSION JOINT 1/2" A 5' (1.5m) MIN. RESIDENTIAL . SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
EXPANSION JOIN 13' {4.Om) MIN. OTHER ! `� 4�Oy MULCHED WITHIN 15 CALENDAR DAYS Of COMPLETION OF GRADING. ALL FLAT Q
' = i` AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
(EJ) (CJ) EXPANSION ,JOINT 1/2" 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
PAVEMENT PLAN
,- WHERE WALKS ARE 8'-0" OR WIDER ! ; -� �.(?A ENGINEER, AND OWNER.
I ! 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
PROVIDE CJ ALONG � j � -. i
t a e VARIABLE 12'-0" MIN. (VARIABLE) -¢- �pti���-- •. / CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
t l. `. Q A ,% . . . . . . MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
FINISH PLAZA GRADE 6
a i pA �; ��;r ;r GRANTED BY THE EROSION CONTROL INSPECTOR.
Q e 1'- « 3'-O` 1/4 PER 1 -0 4 WIDE PAINT STRIPS--' _ _.--SLOPE VARIES
n A " -s �, - WHITE, 2 UNIFORM ! ,% ltr 5. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE AFTER EVERY TWO RAIN EVENTS.
I -
c�
i 2" - COATS. APPLY TO �� 2 MAX.
y i a _jai ® CJ -e CURB & GUTTER, /f j f f fi AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 4 INCHES.
a
o v : ::•,•.-'< :. CLEAN, DRY BITUM CONC. RIBBON CURB, / c . REPAIR REPLACE THE SILT FENCE AS NECESSARY TO MAINTAIN THE BARRIER.
4
_.
1 /
a � .h'' _ ����~ OR EDGE OFi``is SURFACE COMPLETELY r,
:� { e V 'Q ,� d 0 6 CONCRETE CONCEALING THE PAVEMENT. PAVEMENT AS -( ;,�• !%� O �'
4 i ? • • l'-- • • • SEEQ BED PREPARATION:
j a• c� a 4` 4 EXP. JOINT PAINT TO CONFORM TO APPLICABLE �. ; -i O,
FEDERAL SPEC. TT-P-115-E. / '' �/ � 1. LOOSEN CLEARED SURFACE VOID OF ROCKS, ROOTS, AND VEGETATION AS
q ♦ $ , SECTION 13 -B t
`� fir/ .�G NECESSARY FOR SEEDING TO ACCUMULATE.
SECTION A-A �. ,, ;1' .
PLAN--SIDEWALK 8 -0 & 1MDER �'--\� <•°� 2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY
/ -4" WIDE PAINT STRIPES (YELLOW) LANDSCAPE DESIGNER. Z
'9 Q
T STRIPE E T I L l tea.P 2 UNIFORM COATES. APPLY TO CLEAN. 3, TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED. U
SIDEWALK JOINT DETAILS TRANCE DETAIL �` � _
=__�:e-.°:;_p__ Y,�-���°�"'^� DRY BITUM. CONC. SURFACE J
= °E r COMPLETELY CONCEAUNG PAVEMENT. 4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION. C
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PAINT TO CONFORM TO FEDERAL
SPEC. TT--P- E-E 5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION ACTIVITY. Q
CURBING- , SLOPER PAN HEELCHAI RAMP DETAILS GR©uND COVER:
SLOPE (PER PLAN) ' _ e'4 FOLLOWING ANY PHASE OF GRADING; ON ALL DISTURBED AREAS WITHIN 30 CALENDAR w .�
--2' SF9.5A SURFACE PER PLAN _,;-: SCALE; N.T.S. -
GAYS FOLLOWING COMPLETION OF CONSTRUCTIONck-
-SLOPE i CURBING ASPHALT LAYER - -� O
PER PLAN ;' (PER PLAN) ; y^ 1.) MINIMUM SEEDING REQUIREMENTS: -J
f � tif_
._, o - '�`..; - A) LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET W
U - . SQUARE FEET p B) FERTILIZER: APPLY 20 POUNDS 8 8-•8 PER 1 000 S U RE W O
) SEED ( ON NCDOT RIGHT OF WAY):
PER ACRE
�
I�--.6' ABC STONE BASE �� C N - Y : E \
REMOVE NY�BJECT G MATERIAL D NOVEMBER-MARCH BERMUDA UNHULLED) 20 LBS. W U UJ
_ to
- i jJ: • -- - Q EXIST. TREE Cif
i�
REPLACE W/ SELECT MATERIAL & �J ) Z p
COMPACT IN SIX INCH LIFTS. 50 LBS. WINTER RYE GRAIN
NOTE + -i"" I 80 LBS. FESCUE O Q
RN%zo # 8o LBS. FESCUE
BERMUDA (HULLED) FE30 LBS.
ASPHALT PA ENT SECTIONWITHIN SITE. - DRIPUNE
D) MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
SCALE: N.T.S. 3' MIN. STAKE ON ALL SEEDED AREAS.
HEIGHT ABOVE ;.-
I / I GRADE E) TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE ASPHALT
' TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. C
CL
4" HIGH LETTERS- - 1 µ� �► y i ` BARRIERPRO �� 2.) AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING, OR EQUAL, ON
lllf A R I�l I NALL DISTURBED DITCH SLOPES AND INVERTS. �U
HARD SLOPE 1°" SLOPE PER PLAN ' E ARD `` vti 3.) MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED AND/OR FOR
PER PLAN t`-_- '} p
, PIPE I,D. 1 D O TTOM
CONTRACT TIME.
TRASH,i _
------- -- -- I�" SH- A CONCRETE PARKING 11
I RACK�j -17OP OF RACK I � � " STRUCTURE NOTES Z
_ 4�W �� O.D. ! i �� 3 HIGH LETTERS TREES TO BE SAVED HALL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
SCALE: N.T.S. J
; {
5 FT DEEP 1 AND A PROTECTIVE BARRIER tS TO BE INSTALLED AT THE DRIPLINE. �*- O
_ � C.� �
$iCll �� E 4 LNG RIG -I I� I- I ' ° I .._._.I -i '
$ AID R = DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE } Q
( / ) EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. �,
_ I _ MEAN 0
2. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE UNTIL ALL TREE
LOW WATER
PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. •1-+ 1-
- _-- i= - .- 3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT THE DURATION U
I �, , I=-i - -i ,-� I -I I I� _2� 0" ��
-: iI_- -t'-11 OF THE PROJECT.
-- I _ Oy
1 r. - i 1-t_ " f " G.
;!y - -- " 5.25 . 1 -1 1/2 5.250. 4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE •"- -6-0
10" CAP R®AR I i{ 0.875 1.5 �I; "-` ------ -"I" -' INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. j
STUB-UP 14 TOTAL EA. TRASH RACK) U-CHANNEL 1 5 +'� - O
SPACED EVENLY 0 APPROKIMATELY OR PILE, AS
NOTE: ENTIRE TRASH RACK 2' O.C. 0 BEARING RING P 4.625 tJr/ I g75 METHOD F TREE PROTECTION I-- `0 N � Q
SHALL BE HOT DIPPED APPLICABLE I z " V ® �_
GALVANIZED. 0.5- - - - -
"j ,�A_ 9► DURING CONSTRUCTION DRAINAGE PLAN o ZN
CAP -- CORRUGATED ALUMINUM PIPE STUB-UPS
� (� Q� Q SECTION A SECTION B-B SCALE: N.T.S. APPROVED r �tt1S o Z
TRASH RACK FOR ST -U 1 SIG TOP & U TTO RAMP MINIMUM AVERAGE WEIGHT: FRAME 145 LBS. CITY OF WILMINGTON 11 5 V
SCALE: N.T.S. GRATE 145 LBS. CURB GRA $ "
SCALE: N.T.S. .r 1'-6 O B25
5.25', t'-1 1/2" 5.25" " P PVMT. �� ' STORMWATER DISCHARGE SEAL
i "D PERMIT NOT REQUIRED "
M
y� B
S r
--TOP OF GRATE RECESSED - 4 r ._,.. -CONTINUOUS - -8" BRICK WALLS ;4" _ 9
/ 1/4 INCH BELOW FINISHED
GRADE - CONCRETE/ASPHALT m '``' I ; CONCRETE COPING
3.75" � � � 3/4" CEMENT PLASTER
CORNERS ALONG THE EDGE ' - SIGNATURE DATE
SEAT
OF GRATE ROUNDED { 24419
0.875' �' � STORWATER MANAGEMENT PLAN
PROPOSED ASPHALT PAVEMENT `� Pi
C APRRON IVERWALK i - P PER PLAN '/ i /' " �` 1. ,f, �, ?o
CONCRETE /R SEC71ON SLOE ,� ; ; .., T, A
- SLOPE PER PLAN (SEE DETAIL, THIS SHEET) % A I \ A I B" 2-0 MIN. 8" - j }F�, �I _ �: f .� APPROVED '`��r'if
e `ti OUTLET PIPE -� I 3/4" CEMENT , n ; i " " I S, �' B►�
a .j `� PLASTER TYP. A ; ; I i i i I A I eo s1=cTT0N A-A IDS: " SEC11CW " -a� ; , ' CITY OF WILMINGTON Qc.�'fl�BY Gj
,� _. ALL SIDES
,
f i V J `J _c I I I '- iv; 1. 4 DEEP X 8 MADE CONCRETE COPING # ; 'A, _ •
tit ` i i I ' l i i ' 5'-10" 3 l !I i s
_ - =� ; , �C - ,. ; , ; ; ' _ --_ - ----�; "W'. N ENGINEERING DEPARTMENT
q MIN. ALL AROUND BASIN CASTING
-'SIEP5 ; ; I ! 1 C ---- 5>_4« 2. ALL CONCRETE TO BE CLASS t 1 ETA I A N AG E M E 3
J �1 ? l LI H --_ sicNE� eY: MTA
` - >_.�� ; 3. FOR CASTING SEE DETAIL DATE PERMIT #
i ___�_.._Q DRAM BY: H WL
j I PVMT.
ad ��-B-- i CURB do GUTTER SIGNED QUALITY co�vrnoi: MTA
r. :
HIGH SLUMP CONCRETE F I g SCALE:
NOTED
-ROUGH SHAPED , " ( " ' > " " t CASTING �` z FILE NUMBER: 6211
8,25 1 -4 1 8 _ _�" 8,25 A
TRENCH BED ! _______-.______¢_�'°-- --_ I -{;; INLE OUTLET
�.__.... . .a ,_._�_�_._ -� o �1pl�royG-'d Construction Plan
PIPE
PLAN K....... J _ _ --- Date DATE! - -
i PIPE 2'-8 5 8" i y I � � I '�� 10 6 09
3" hA1N. rl _. r ,.. ., �..- ---.•, I /' � I Name
NOTE: <._ PLAN VIEW , ., For each open utility Cut of SITE
FRAME AND GRATE TO BE STANDARD
_ ' = ' _ City streets, a $325 permit Planning_ DETAILS
CITY OF MLMINGTON CAST IRON FRAME - -- _ -�--
AND GRATE PER SD 14-04 SECTION "A-A" �-CLASS "A" CONC. �L`B shall be required from the Trat�ffic�
PLAN City prior to occupancy SHEET NUMBER:
TRENCH, I TAIL GRILL SIN GRILL SIN I CATCH BAST and/or project acceptance. Fire C4 10
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. of

N
-TOP OF RAMP
PROPOSED 8' WIDE FLOATING PROPOSED 7.5" DEEP REINF.--\ EL. +11.3' MLW (+10.8' NLW) ! ""
TOP OF COFFER DAM WALL DOCK (BEYOND) \ (+9.0' NAVD88)
MEN. 6.0° NAVD88 \. CAST-IN-PLACE CONIC.- `-PROPOSED ASPHALT cr+ �"
TOP OF CAP EL.--- CONCRETE BOLLARD DRIVE wIP
-EXCAVATION AREA -\ `\ i TRENCH DRAIN- % qF� o cA ��
MAX. 8.0 NAVD88 \ -7.3 NAVt)88 \ GRADE F- z
(-5.0' MLW) (-4.5 NLW) i`• \ EXIST. MUDLINE/ �% - SEE DETAIL THIS SHT. \ - SEE DETAlt 15
PROPOSED �'F�oR,��� o� 'N
\. -EXIST. GRADE
\ \ COFFER DAM CUT LINE _GONG, ABUTMENT - - --- ------- ---- - - SHT. C5 - -------- -
-- _�.--- --�.--- -�� f- Q T a c
TEMPORARY COFFER DAM -- ;. APPROX. EXIST. __APPROX EXtST \ _
--, ---- ------- ---------- - __ -- --BE`YYOND- --__ -- �S'�1DLii�E VARIES. \\ SLOPE 4.0% - SEE \ _sl�t�PE 1.T% _�SLOP AS PER PE ANC, ,
INSTALB�FO Ak�W DF� --- �-, \---Mt18LtN€�-- _
_ - DE 1 5N .
EXCAVATION Se CONSTRUCTION `\ \ LOAM CUT LINE �, � THIS T �„ - -.___-__- _�.._ 10VICINITY
%, r� \ TAIL � I oaw oN
�\ �~ -- -- \ -c-' CALE: N.T.S.
- -- _ - -__.----------"--- ----- _ / .-..r.. ........... . ..
_ T
\
i
O XMHW1qAFPR
I i - _ __LJ__1J__L_LJ li
-+2.02 NAVD88)
+4.3r
MLW} ! ! +__ .��__ -ems _ - - --- t -
+3.8 NLW ------ --
r �\
i ,
-- --0 __,.�...., .. 114.
0 MLW A
�\ \
- 6 NAVD88}
(- _5
2.2 0> M V
(-0.5' NLW) I i i "•• \ \ \\ \\\ , `` \ \\\ `\' __ _-- -- - _ -_._-_- - -----_ - Z C ri
- I
I W
FOLLOWING CONSTRUCTION, 1004
COFFER DAM TO BE CUT FLUSH i \ ------- _ --------.. - --- ------- - _ _
„M►- I
Z
I -
I
W/ ADJACENT MUDLINE - --- - - I - ---- -_ _-- - _ ------- ---- - -- [ j i a� c+4 N c o
ELEVATION Z
& THE UPPER 10 ----- - �,. e --_ - ______- --_---- 1 } \ I M Z w o rrr n °?
PORTION REMOVED - - --- -- ------ ----- __------- --. _ ._i- -15 -
_ _
I EXCAVATION S,1LL-_ 5. {-- -- 'L 0+5Q ----- 00 o
_15 _ ._-.�-_.__-- ---- BOTTOM OF CAPE SYSTEM Opt 15 LF
1�-50 Ct*=A RIP RAP - 12 DEEP 116.4 -r-- ---- -" N o a o
COFFER DAM--' VARIES VARIES_ ----- --------------- -__.--_` N zc a � � �
_ ------- �- - - -�---- --__ PROPOSED CAST-IN-PLACE CONC. BOAT RAMP APPROACH APRON O c E
/CUT-OFF WALL - --- - -
SEE DETAIL THIS SHT.• I M
NOTE: PROFILE GRID BASED ON NORMAL LOW WATER DATUM (NLW -1.8' NAVD88) ('"�
- SEE "COFFER DAM E T N /"� G7 !"� L C
CUT-OFF" DETAIL _._. ..
44
THIS SHEET SCALE: 1" = 10'-fl" /•
TOP OF BULKHEAD
FIN
.N. GRADE VARIES--�`
r 4„ j LU
W
-( CLR.` i - ~
15° CLEARANCE 6' WIDE C°
!J I I 1 CLR. g' WIDE 15' CLEARANCE - 6' WIDE i
FLOATING DOCK I ;Z ; M Z
EXIST. BULKHEAD FLOATING DOCK
FLOATING DOCK ; \\
QC
COFFER DAM EXTENDS TO & MADE
TIE ROD -
_ F COFFER TIGHT AGAINST EXIST. BULKHEAq
- -+ \ I i
TOP 0
APPROX. MHW �'`
EL. VARIES - -- �. DAM WALL REFLECTOR TAPE CONTINUOUS `� C: --
L. VA
, - �- �� �?''� -:�� - -.� MIN. 6.fl' NAVD88 ALONG OUTSIDE TOP OF WALL
+2.q2° NAVD88) ; ( ;a::; L� I WATER LINE ---_ - + :r' ' - ---- - - _ -- --- --- -- - - -( --- MAX. 8.0 NAVD88
t� ) I - - -- - POROUS sT©NE -- - - -
(+4.3 MLW) s ( f- _ - .---- - I r4 I
(+3.8° NLW) 1 E -I i : il,
s ! I I
E
I '
I I i I
I ! -CAST-IN-PLACE CONIC. RAMP
_
I_ -
✓ IIF
-- 0.0 MLW
(-2.26; NAVD88)__ .. C11 ! ! FILTER FABRIC ApPR_O-X. M-HW I II II I
f -
E
{-Q.5' NLW) a - (+2.02' NAVD88) ! I ! !
o^. ` O S. .. -SHEET PILE r ! ; I i I !
_ I
_+h (+4.3 MLW) ! s I I
#67 STONE 6- DEEP - - -- (+3.8- NLW} EXIST. MUDLINE/
BOT. TIP Et. VARIES i
_a CLASS A RIP RAP - 12" DEEP I SEE "TYPICAL BULKHEAD ! t i i ! I i i' COFFER DAM CUT LINE 14.
" I " ----- ------------- --- 4 t DETAIL" THIS SHEET ~
52 -fl
4 �_ -- ----_-.__ EXCAVATION AREA -\,\ i i I i ' i I ! I -`�
i\w\ \ Q N
SECTION B- BBOAT LAUNC 0-
! � \;\
I I � .� I \ �\I� K�� \`��,\\�\1` �--.TOP OF .CAP SYSTEM � Z
SCALE 1/4 = 1'_0" EXIST. MUDLINE i i I i ��T\t \ + \�� \'\\ \�ti\\\�4 EL. -7.3 NAVD88 Q
s ! \ \�� ; \\�` \ �\ \ k ` ( 5.0 MLW) (-4.5 NLW)
25 \ 1 ��i , , \ I \ k� \ \\
\\
ROLLERS 1 , 1 r\T\\�\\ \\,`.,\� \\\\ \\ \`,' \ \ \ \,\\\ \� U 00
\ U
j j/j KAYAK LAUNCH PAD I , ' + 0cr-
! / n I. -._._ .,•ice''�y/\`%�fj \\/i`/,�\// i I f ': I I I I I o
/ J U �/i/iA; I I I
�, ` ;CAP SYSTEM, TO a i w Ln_ `- I
in
BE FItALIZEC} i i i s p 0 O
y J Pi iR !i` ! b ! I } I
I ( r a I COFFER DAM TO BE CUT e-
1 t ?- X O rn
- ------ ': -H I FLUSH W EXIST. MUDLINE ' N L.
- \-- EX N /CUT LINE TO iBE
- - -- _- - / cA ATio
__ ELEv. ON ALL SIDES UPON i BOTTOM O CAP ;SYSTEM w m Z z
- -� ---�- -_- � - __- - �� COMPLE11ON OF PROJECT ; t Z w O
_vL = CL
O �
FLOATING DOCK TAIL -- COFFER U T- OFF LL .�
PLAIN -� FLOATING KAYAK LAUNCH.U C H SCALE: 1/4" = 1'-O" ca
SCALE: 3/8" = 1'-0" _ CL
For each open utility cut of DRAINAGE PLAN 4) 0
,-COMPACT BACKFILt FLOATING DOCK TO ABUTMENT City streets, a$325 permit APPROVED tU It
EL. VARIES CONNECTION HARDWARE " shall be required from the
--� � � ,---4 CONIC. DOME i riot to occupancyCITY OF WILMINGTON ; N
FIN. GRADE -CONCRETE BOLLARD FLOATING DOCK C p
Et. VARIES � a
TIMBER WALER_--_� I( i-= f !-�`-I ; = � � -- _-- and/or project acceptance. STORMWATER DISCHARGE � Q
r -1'-4" & AS REQUIRED TO SUIT -
i - ; PERMIT NOT REQWRED z
-RAMP -CONCRETE APPROACH j" f' DOCK MFR'S OVERALL FLOATING i --- `� -- 4" NOM.) (4.5" O.D. MAX) -�
/ ,' r DOCK DEPTH (TOP OF DECKING I - G / STEEL PIPE - SCH. 4Q -
I I ! -
'� ATTACH PILES TO--\, + `I; ;; TO BOTTOM OF FLOAT) FILL W/ CONIC. y Q
4 �.- j. -;t I SIGNATURE DATE O F- U
INBOARD WALER W/ \ ' � � ( _
2f" a c' a I & 1
2 RECESSED BOTts \, I u ` Z i " w 0
( ) _I a 4"{NOM.) PLASTIC COVER
_ {SAFETY YELLOW). 1/4 STORMI�IATER MANAGEMENT PLAN
------ _ •E N w 0
oo�Z N�' � I THICK UNINHIBITED. � � ti= 0
APPROVED
._
.., _ W Z
C '
4" I ;; I �'� ' -3/4" CHAMFER - o I w a . FILL W/ 3000psi CONIC CONT w
---* I i i i TIE ROD-' ? V; t1 �" > Z
I I i o aUo o �� SECTION ALL VERT. CORNERS (TYP.) FROM TOP TO BOTTOM CITY OF VUILMINGTON 0 0
FLOATING DOCK �� CLR. I I ' I I � _. ��
EL. VARIES _.__ ____-- -__= i! ` ,,, `--#4 PERIMETER TIES ® 12" o,IC , o na ENGINEERING DEPARTMENT ® z
-- - - I I , , ;- _
PERMIT # ``' V)
--
APPROX. MHW - -_ - --- - {- MECHANICAL EARTH J/ DATE Q Cz 0
_- NAVD88) - - I oCr� ��o_ ANCHOR
+2.02 N ; i; 'a _J Z 3
_ {-
+3.8' NLW ) ' . I \! I SIGNED � r._� 0 r w
a.. U
r 'I i _ _ �...__ !
+4.3 MLW}} f ' P�' _ f . INBOARD WALER + S
C a C l EAL
-#4 �► 12" O.C. E.W. T&B 3" Aprov
3 ed onstruc ion Plan
<- POROUS STONE
D
-3/4" CHAMFER TOP EDGE I PERMIT
- - - -- Name ate
j �-FILTER FABRIC PLACE ON BACK, � S
BOT & TOP FACES OF STONE FILL & --------------------
BOATa a -
\J
-- -- r --- Planning
DRAn1NV
I
PROVIDE 3 MIN. OF FABRIC TO
a a
RAMP - - I.. I Traffic
PROTRUDE ABOVE GRADE FOR TEMP. _ i �:r cam,f
- EROSION CONTR
__-- c o III
Q G iii i ce!
1I! !' ' ' =1
'I
®T FOR
IIArEL. VARIES OL UNTIL BACKFILLED; Fire
THEN FOLD OVER & Flu W TOPSOIL CONSTRUCTION ON
0.0 MLW I1'-0 DATUM CONVERSIONSN.5'
.26' NAVD88 CONCRETE NLW
4 I , BOLLARD _
�' -NORMAL HIGH WATER (NHW) +2.50
• $_ _ ESiGNED BY: RAW
o I a a 7r ; ,� II ;, I MEAN HIGH WATER {MHW) +2.02
i � � r�1,., ,� �'t�.` - a a a .I
DRAWN B
\ r{ \J \ �. ;, i QUALITY CONTROL: M TA
G�.J; or
0 R4. J I t w
6211
-SHEET PILE BULKHEAD WALL , i r 4 1 (t.; r .. _. 2.02. NOTED
i,
+i --------------
I ( I Vi S I O OF
FILE NUMBER:
---- _ -
;>- ! " A-INSIDE CORNER BRACKET TO .., ` { �} -NAND 8$ 0 (PROJECT DATUM} O.00
-.-----__ DATE: 0-15-09
{ 6 -Q i " I BOAT RAMP
FIRST FLOATING DOCK SECTION
I - y 18 SW.
,� ------------- 1.7EI' AND
BOT. TIP EL. VARIES PLAN
- -- -.._------- __ \,__3/4' CHAMFER TOP EDGE
MARINE DETAILS
TYPICAL BOLLARD DETAIL. --•-NORMAL LOW WATER (NLW) = -1.78 SHEET NUMBER:
H ® D I L �� " " ABU�mE& � �Al L NO SCALE .48' MEAN LOW WATER (MLW) = -2.26 ('`5 1
T L U L SCALE: 3/8 = 1 -0 vOF
SCALE: 0*=1'-O"

REVISIONS
BLE FOR ::�..,1-- ,,�\,..`,` ---_-----_ ,i' � i' �`, ' i/ ; l o�►GI- CA Mom•
E OVVNERSH 1 1 ,3 :a� i SAP H A LT ,
SE HIP _
PROPERTY t INV., 27:69` TOP 35.61 L NES
SILT FENCE/Uh Am I T S 0 F `,, INV 0!!, :59.^ ,
- TOP 35:08' _.,_ INV IN 30.91
SIR FE' CE
INV �'` P 35.73 OUT 30.76
/J / INV � .R�' I NOV IN529.68 INV TOP 36.
e%-rAR L I ' _._.__ _.. 44
DI INV IN 29.58 :INV OUT IN IUNA CESSABLE
INV OUT 29.2
N SEE DETAIL
L--;'-ON$Tmi 1 --%Tl --% 'L
! \
CI
SDMH
( p c7 J' !
- / -'- __.. -.._..._.._ _ RASS
�V (' EX;iiS.flt�GENC.E ;'
i ' REA
TOWERS
DIVERSION UITU` H Nv.
SEE DETAIL (TYP)
�/ / 1 '
`
NV 26.41 --"-
( \ a• \ INV OU 4.91It
SD
,
ASPHALT
ra eo / =--` 'PARKING
FILTERBASIN
SEE DETAIL
1 I ; ' TOP 34.57
,
•
., ,, '\ '! `' �\ '• t �-- ., ' '. TON 28 12
CI INV 30 62
:
_..INV OUT 28.4� --
,
GA 0
`L - O 7 --
V
REM T P 30 8
F - _ - --- _
` i N C 1 .87
_
t SILT FEN 0 C E L I'MRA I T S
78 `.
R I ` ` I N 13 TOP 24.01 - _ -- . --• - --'"'' i
:
N
OF CU N%S"'T rr","U C T I INV IN 21.06 _ - t�l�. .---- I L
` R ' F,. !, s 0'
E,LEC CAL 1N-V IN 20.91 \
1 et; E� N' NV IN-20.66., CI a
.� RGY
TR
i ROGR S E , ` CEt ) 6 ` W
,
INV OUT 19.7
SEE DETAIL
SDMH
23.50 TOP 24. ?
SD INV IN 2A �� N V �_.._---_, _"__ -_ U
woo i i SSTF
ICtIN 18.85 v r // _ _ __ --'""
NV OUT ���2 � a
I 1 aINV OUT 18.85 ? M
PIER ; ; „ ; D SD, ® ;
CQ
03
- i /( ( � TOP 25.13
I T INV 1. 24 V r �
PROTECTO" N' N 3 i INV 22.18 �1 02 co
I I T; 0% F u
SEE DETAIL ("rI \T/P)
- '
L C '"` N S T R U U"T 10%N 9
- - S TAI L
F EROSION CONT120L NOTES D REPLACEMENT z 57 H .
.� ® _ - 1 PHASE I SOIL REMOVAL AN 0
F - ` - ; 1. ALL STRUCTURES AND HARD SURFACED MATERIAL IN THE AREAS OF cq
- ~ _•._... ` SOIL REMOVAL SHALL BE HAULED AWAY AND DISPOSED OF IN z cq
\ ACCORDANCE WITH THE REMEDIAL WORK PLAN PREPARED BY W
SILAR SERVICES, INC. ® x
t {�
2. AFTER SOIL IS REPLACED IN THE NORTH AREA, THE ENTIRE AREA a
- 1 ED IN ACCORDANCE WITH THE
SHALL BE MULCHED AND SEED
1 1.,, 1 SEEDING SCHEDULE ON SHEET 3.
3. PHASE 2 RECONSTRUCTION OF THE PARKING LOT AND BOAT RAMPS
a, �' ; j - SHALL IMMEDIATELY FOLLOW THE REPLACEMENT OF SOIL IN THE SOUTH
4 �
FILTER
' - � S /� i 4.QALEL SILT FENCES, DIVERSION SWALES, BOTH FILTER BASINS AND THE __j
c� �; =-- F --- \ 1 ;
SEE DETAIL ��.�% , i COFFER DAM SHALL REMAIN IN PLACE THROUGH PHASES i AND 2 EXCEPT
/ A NOTED ON SHEET 2
s ._..__. FEN - -_.: S
r = I LT `F E/N uAv%E
uj
EROSION CONTROL. LEGEND � 0
I SOIL AREA TO BE REPLACED Q
Ai L
i t
i
INLET PROTECTION CL
_._...
E Il N TI N CL
-
^
,
��=~-r=----- � L I M i TS OF CO STPUC O OC) �
_ _OVERGROWN - _ i
, ,, ! LO f-- - '; `� i ' LOC SILT FENCE: LINE }®
/ i
:\�,` - _ T .\ \; DEB S \ TOP 21.83
-: _.=..
`' BRICK P !^; --- - - -_ PILE wv 17.7s :Ct IT DIVERSION DITCH
`` 0
��� .= \ Cf `INV 18�133
�' 1 ,;t Z
r_.. _ DMH It
S
= -
` _ _ - NOTE= SEE SHEET 3 F012 EROSION CONTROL DETAILS
o� NV iN
7
^
uj
INV OUT 17 5i
-
o O p'/ - CONCRETJ
p0 Ul
- -
BA I N - "N" FILTER BASIN -- e� ��
12 .5 a o � F I LTER � E-=
w -+ DRAINAGE AREA = 1.64 AC DRAINAGE AREA = 1.55 AC
n � �' DISTURBED AREA = 1.53 AC DISTURBED AREA = 1.42 AC A M I C HA E L E, M c CAR LEY
CHU CH ST�
a Of
REQUIRED STORAGE = 1800*AREA REQUIRED STORAGE = 180 *AREA IL
' CAST SST REQUIRED STORAGE = REQUIRED STORAGE = B PROGRESS ENERGY Ta R �� � R
``,�U1►11tlt/���
H N ST. 1.53*1800=2754 CF 1.42*1800=2556 CF ��`�`�
QUE h F f
�- ;i �
a hr�y,� BASIN SIZE = 30' X 60' SF BASIN SIZE = 30' X 60° F C CITY OF WILMINGTON - CASTLE ST R/W �1 o 1 G� t AL o
�� �1 �f
0
�i a
� PROVIDED STORAGE - L*W*D PROVIDED STORAGE L W D ,
0
30*60*2.0' = 3600 CF 30*60*2.0' = 3600 CF D i�,1�_ �� , �o IooB� o�
PROJECT SITE COAS IAL 1v1,gNAGElv�EN = ,- �eaee�z;
�' -� TRAPPING EFFICIENCY = TRAPPING EFFICIENCY = CITY OF WILMINGTON ,,-po�,0e000000 P�,�� DRa►wN BY DNW/GRG
o 4 Q10*.01*43560 Q10*.01*43560 tt��►►►G
N CHECKED BY GRG
i Q10=CIA=.35*7.2*1.64 = 4.13 CFS Q10=CIA=.35*7.2*1.55 = 3.91 CFS I PROJECT No. o�oa4
= 1EQUIRED AREA = REQUIRED AREA = . HEALTHY AND GREEN 2009, LLC _ �• I SOIL REMOVa. REPL�►cEMEIVT DATE SEPT 2009
VICINITY MAP
34.13*.01*43560 = 1799 SF 3.91*.01*43560 = 1703 SF I SCALE- I' 3Cr 7 10
NOT TO SCALE PROVIDED AREA = 1800 SF PROVIDED AREA = 1800 SF
..c SHEET OF
Cy

REVISIONS
L
� L 10 FOR %q CAm
A
POWNERS 'ASPHALT
BRICK
Ll O%El - ,
SILT FEm' "CE/LIMITti OF
I
,
.,
s
1
DI
'v' FENU
z5TAR-T
CONS TR/U�`;'-TION SEE DETAIL
CI...........
' \.
i SDMH _ -......__..-......_
/ v / CE GRASS
./ t o�
71 ,
WIN ZZ4
AREA
91,
/ Z SOLOMON
TOWERS
r D11 V1 E r R S 104& N D'& I TL'o;% H
10
123
SEE D" ETA L (T`Y`P)
I j
i
C
^-•.. / ; SDMH -
/ t `'
-,,.,,.ASPHALT
II' 't PA KJNG
FILTER BASIN `
\
SEE ILGA
wcl
\\\
f 9 -- _
,
Z03 I IL I I T So% oss% w me%
UUNO R& UCTION' R cl
OF Tv
-/.
EQ
LE c
�/ -
® ES RGY
,
C.) °
oS
R � S
- � P G I N�,, -� FENCE ��� � �_ •� --__ " I o � � W
E �
° :P ;,:}; EIS
ac 1 ®
�I1PM ..
_
cl
' n
/4
1
' ° x * L Q � ­
..
If_.
i
J _, �_ * / _
+* ®SDMH i -
STF
_ + x
J C I TO JB .os 5DMH® Rt
F i %T __ - -- �E
RIWix
M.
CQNNECTION W f EXIST PIPE �p j�e�s x S WRB
�?• : _-�,-. PORTi�I GI � "' t '* x * ** ( RIBB ' -*x * *x*+* * ++ + . +** i ,; CI / /% / _._.-__..._--------__ � O
j RREI,OCATE;,
+ + * +
Gf)
EXIST. DECK ..® , 5° p j`' .�.• i ® 1 CUf�B *�iS, _
NmLETPROTECIs"O"N" TO REMAIN \1 .8� 4 \ CONCS- xew DI I tA.f F `� Q ? STUB fUP STU -UP + . *'x*'x* +*+ a B & +* * r `co �
NEW BULKH + , +' + ' ;• !,��WRB ,+ xr �TtER �i
✓s* x* ** + d * * / ,,.gyp * + *** + *+**: ++ r`, !, p + * + CQ co
104 r .-.*-+ + + ++"iASS+* / +b + +f O+ ,' r , ® 4 lit !�
SEE DETAIL * * ---
* a _ ILl I ® zzw
! tHLKHFAD` + DI2 ! t� _. t IA_ % +* * x• o a CMP / �''�_..- , +' '`� ! i �
r * .CitlP DI l+**+ r 1 , p`iP --...•- i'- T:..�- .ram 1
i C
1 •}l,-- , I � EpRE N
A -
LAW
I_ T A I L
I DE
EROSION CONTROL NOTESSEE.,IF ., -o- r ;,t .:t�; ++. '+: •"''`j° : .. .;Ce. � 4 3. / AREA I+gRi(IMGE D * + I IFOR
r:•
` • PHASE 2 BOAT RAMP AND PARKING LOT REPLACEMENT
MP TOE ':.•.•;.:, ...• : '. .�'. •. .}J•t•. .'MlS.,�,"�`.':; \ ,at + A � + ` V
t. -7.3 e .�• _ ..MAN * .+ �
F F E
"AM/
- -
.r i TI N F THE PARKIN TAN AT RAMP
- ��:•' -�_ �, 2 REC N TRUC O O G LOT D BOAT S
< +* +**! x*` ! SHALL IMMEDIATELY FOLLOW THE REPLACEMENT OF SOIL IN THE
...+....... .:':: S'
J _ a* *in I
CUT—OFF 1 .. ! . + w
.r �. T'ER
+
,
—
uixHEAQ - _
I '
..
r SOUTH AREA.
_ ` 1 } •�--- 2. ALL SILT FENCES, DIVERSION DITCHS, BOTH FILTER BASINS AND THE
z �
IN PLACE THRO W
r - .. :�•w�nl:` :�. + + 1 COFFER DAM SHALL REMAIN UGH PHASES I AND 2, I..,::... L1 x M
EXCEPT THAT THE DIVERSION DITCH AT THE UPPER END OF THE BOAT p co
_. ` I RAMP SHALL BE RELOCATED AS SHOWN ON THIS SHEET AT THE ;r4 co
1ItoCURB .
+ * ** + * * 6UTTFR crn'1 ' PROP CuRs ' ® �i. BEGINNING OF PHASE 2.
f+xxx � ` ;+ *+ x ++ +* Btti EaIT * �+ + i x C�\, cucm' ;® W w
+ * x * * * +*'* '� i \ & i ® jl , ;I 3. WATER THAT COLLECTS BEHIND THE COFFER DAM SHALL BE PUMPED co w
_ + t
* **+*++x+++ **++* ** * x *: EW BuixHEAD %, i CCESSIBLE , ii �, ® ;i INTO THE NORTH FILTER BASIN "N".
w. = _ --- - 1 (y ! ` 4. BOAT RAMP AND PARKING LOT IMPROVEMENTS SHOWN WERE
Q FILTER x*"x** x ** * ; _-" '.'c"''. I '... ®:..:=..__ --�./_.� ,SEE \ .yr i _�� '` 10
1 l , y i ( ~`1 `,,
P ,�£p 30° COASTAL S - \\ ONLY.
ou
00
' ; \ I TAKEN FROM PLANS PREPARED BY CRISE12 T12OUTMAN TANNER,
f
CONSULTING ENGINEERS AND Al2E SHOWN FOR REFERENCE ON .
SEE DETAIL
IL a it
mom=
At
...CIs
% '
i ` `.I EROSION CONTROL LEGEND
ui :• i` —I !ij cf) z
INLET PROTECTION _1
'� 'PROPOSED ? ,,.N ,'"" i ; I 1 {
suj
s 3 � 0� __-=-� ' LIMITS OF CONSTRUCTION (LOC)
LOC E SILT FENCE LINE
` '! ICL
:'. . `\ '', i25 \. o , e , ; ;► DIVERSION DITCH
UFN
a- -T
`®o
RELOC ATE DIVERSI „
I
_
DITCHPHASE
ROWN__-OVERGROWN
-
_
NOTE SEE SHEET 3F R EROSION CONTROL DETAILS
DC
Ads Of z
DER
PROPOSED 8' WIDE FLOATING TABLE
tTOP OF 'COFFER DAM WALL DOCK (BEYOND) PROPOSED 7.5" DEEP REINF. TOP 11 RAMP PROPERTY OWNERSHIP 00 0M80' NAVD8 8TOP OF CAP EL. CAST-IN-PLACE CONC. EL. +11.3 MLW
$' MAX. (-5.0' MLW)(-4•.5 NLW) EXIST. MUDLINE/ EXCAVATION AREA - NCRETE SEE DETAIILLLARD TH S SHT TRENCH DRAIN DRIVE SED ASPHALT O MICHAEL E. McCARLEY 0
`% TEMPORARY COFFER DAM APPROX. EXIST. COFFER DAM CUT LINE — SEE DETAIL EXIST. GRADE
9 APPROX. EXIST. CONC. ABUTMENT SHT. C5 PROPOSED GRADE �r Z_
INSTALLED TO ALLOW DRY MUDLINE/COFFER BULKHEAD BEYOND SLOPE 1.77. SLOPE AS PER PLAN (�B PROGRESS ENERGY L..
a EXCAVATION & CONSTRUCTION DAM CUT LINE
MUDLINE VARIES SLOPE ABU - SEE
10 DETAIL THIS SHT 10
® APPROX. MHW J
�., aaaaaa.
(+2.02' NAVD88) - -- 5 CITY OF WI LM I N GTO N — CASTLE ST R/W
(+4.3' MLW) 5
(+3av _
.8' NLW)
- 0 CITY OF WILMINGTON (�
o 0.0 MLW 0
= (-2.26' NAVD88) -5 HEALTHY AND GREEN 2009, LLC LY
(-0.5' NLW) -5
° FOLLOWING CONSTRUCTION,
COFFER DAM TO BE CUT FLUSH
ii
a, W/ ADJACENT MUDLINE -10 I"�
'I
ELEVATION & THE UPPER -0 k v Tp,
PORTION REMOVED
-15 'I bf
L 1 ,:, : e I0084 0 -
-15 EXCAVATION CUT LINE TO BE CAP SYSTEM 7 STONE - 6" DEEP -
..� ° °
° G!NEB° DRAWN BY DI-W/GRG
(Al 1 50 � BOTTOM OF CRP SYSTEM 1+00 � 0+50 O 00 ,� � ' :< �, ° °
>� CLASS A RIP RAP 12" DEEP 116.4' 15 LF D I V I S I o p,l 0, �,'f' %,°°°°°°a° `�1
tj COFFER DAM VARIES VARIES �� r
/CUT-OFF WALL - PROPOSED CAST-IN-PLACE CONC. BOAT RAMP APPROACH APRON ��R S`A! -VANAGEMCNT '��;,;lRTlii; Q` �q. CHECKED BY GRG
SEE DETAIL THIS SHT. 1
PROJECT NO. 06024
A 11 1 M, I S
EL";"TiN A A P R%0" F I L E B 0",AT - PH. 2 - BOAT RAMP PARKING LOT DATE SEPT 2009
SCALE: 1 " — 10' 2 SCALE= I" = 3a 8 10
n SHEET OF
U

_._CONSTRUCTION CE SEEDING FOR EROSION CONTROL REVISIONS
PHASE I - SOIL REMOVAL AND REPLACEWNT '
1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil t
1) Mobilization — Hold a Preconstruction Conference with the City of Wilmington and NCDENR. conditions, if available.
i
Establish Dig Safe procedures, install temporary construction facilities and set up site security. 2) Rip the entire area to a 6-inch depth.
__ " I A I i 3) Remove all loose rocks, roots, and other obstructions leaving surfaces reasonably
KA
VAR LE AQDIRE 71}�+'EKI EER 1 2) Site Preparation - Install erosion and sedimentation control measures. Clear and grub all smooth and uniform.
vegetated areas. Establish decontamination facilities and odor and dust control measures.
g 4) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil
Establish soil staging areas with the perimeter of the erosion control measures.
(see below).* � °'�°°�„ 8`�
- CURB
3) Remedial Activities — Install coffer dam/cut—off wall at end of existing boat ramps as shown 5) Continue tillage until a well pulverized, firm reasonably uniform seedbed is _._� OPENING
SILT FENCE FABRIC on the plans. Install pumping equipment to pump water collected behind the coffer dam into prepared 4-6 inches deep. 1" REBAR FOR BAG
MINIMUM 10 GAUGE INSTALLED TO SECOND the north filter basin. Commence excavation and replacement of soil. REMOVAL FROM INLET
LINE WIRES WIRE FROM.TOP MINIMUM 12-1/2 GAUGE p 6) Seed On a freshly prepared seedbed and cover seed lightly with seeding (REBAR NOT INCLUDED) •e•'�
INTERMEDIATE WIRES equipment or cultipack after seeding.
4) Restore site to original grades with imported soil from a permitted site.
7} Mulch immediately after seeding and anchor mulch. OPTIONAL OVERFLOW
5) Seed and mulch denuded areas within 15 days after completion of any phase of grading. 8 Inspect all seeded areas and make necessary repairs or reseeding within the
GRADE Cover all cut or fill slopes that are greater than 3:1 as shown on the grading plan with planting season if possible. If grass stand should be over 60% damaged, SILTSACK— � FOAM
a temporary erosion control blanket: North American Green S150 or an approved equal. reestablish following original lime, fertilizer, and seeding rates.
Seeding for erosion control purposes shall be in accordance with the schedules found on Inspector on maintenance treatment and fertilization after aep
the drawings. g) Consult Conservation Ins p DUMP LOOPS
permanent cover is established. (REBAR NOT INCLUDED) ,, p
6) Turn site over to the City of Wilmington's contractor for the reconstruction of the parking I
FRONT VIEW lot and boot ramps. * Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
FR Fertilizer - 10-10-10 anal sis ® 1000 Ibs/acre
PHASE 2 - PARKING LOT � BOAT RECONSTRUCTION Superphosphate - 500 lbs7acre of 20% analysis superphosphate
NOTE: STEEL POST Mulch - 2 tons (approx. 80 bales) small grain straw/acre
WOVEN WIRE FABRIC 1) City's Engineer shall visit the site and inspect erosion control measures installed during Anchor - Tack with asphalt emulsion 0 300 gals/acre Or use erosion ( ti �; , °
USE SILT FENCE ONLY WHEN DRAINAGE AREA Phase 1 and insure that they have been maintained and adequate for the Phase 2 work control matting �� SIDE VIEW INSTALLED
DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC to proceed. Engineer will coordinate any required maintenance.
AREAS OF CONCENTRATED FLOW. `
s iF__ (� 2) Hold a Preconstruction Conference with the City of Wilmington and NCDENR. ING S �
FILL SLOPE d ( EESTRAI T -
RSTRAVN
2 3) Complete any additional demolition and clearing beyond the Phase 1 work that may be SEPT. 1 — FEB. 28 I a ' i
* FOR REPAIR OF SILT FENCE FAILURES, ? <<= required for Phase 2.
USE No. 57 WASHED STONE FOR ANCHOR - MARCH 1 — AUGUST 1
WHEN SILT FENCE IS PROTECTING i 50# TALL FESCUE
vI
GRADE 4) Perform final grading and instal! parking, curbs, gutters, utilities and all amenities shown 5 CENTIPEDE
CATCH BASIN. r'{W ' #
6" MINIMUM COVER on the plans. 5##CENTJPEDECUE 35# BERMUDA GRASS
s OVER SKIRT * (UNHULLED) wt",
Q 5) Stabilize all denuded areas with temporary or permanent landscaping as required. 25# BERMUDA GRASS 50O# FERTILIZER INSTALLATION DETAIL
(HULLED)
ANCHOR SKIRT AS DIRECTED
6) Remove all erosion control devices except for the perimeter silt fences. 500 FERTILIZER # LIMESTONE
BY ENGINEER - - ---- - `'
* # 4000
7) Remove perimeter silt fences. 4000# LIMESTONE
SIDE VIEW
AL REQUI S *Fescue Mix shall be 75% Kentucky-31 Fescue and 25% Rebel Fescue � I
P4
1) Provide required maintenance on all erosion control measures. Inspect all diversion swales **Temporary - Reseed according to optimum season for desired permanent vegetation.
1 TEMPORARY SILT FENCE and silt fencing after each rainfall event and repair any damaged or weakened segments. Do not allow temporary cover to grow over 12 inches in height before mowing, Epp
otherwise fescue may be shaded out. NE57RA�ii' / W
3 NOT TO SCALE 2) Clear only those areas necessary for the installation of said measures. Contractor may
relocate or modif erosion control measures to make adjustments for unforeseen field H
y
conditions so long as sizes, volumes, and construction are maintained to insure the integrity
and usefulness of the proposed measures. All relocations or modifications shall have the
prior approval of the Engineer.
PROTECT WEIR WITH FILTER 5' RETRIEVAL SKIMMER DETAIL JUTE NETTING (TYPICAL)
ROPE (SEE DETAIL 04000.18) (SEE SHEET 1) 3) Construction phasing may be improved by the relocation of certain erosion measures or the
FABRIC AND RIP—RAP
WEIR 18" installation of additional measures. It is the intent of the Owner to limit the disturbed area co
possible by exercising flexibility with the erosion control measures as construction i ; O
progresses. (All phasing proposals by Contractor shall be submitted to the Engineer i C
�� for approval with subsequent approval by NCDENR required.) Contractor shall provide, instal! o 0 0
FILTER FABRIC t?' a
1 LU and maintain all measures necessary to complete the work shown on these drawings. i
6~ PVC 1
4) The streets in front of the project shall be kept clean at all times or a wash station will be 6- CO�
required. Z w
LENGTH
5'x3'x18"
6" STONE APRON
NOTES: WEIR DETAIL
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. MM U w
W �
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO TOWN SPECIFICATIONS, LINE WEIR WITH I S T q�_1_, 11 O 0 E T.A I M
RIP—RAP Qy'
DESIGN OF SPILLWAYS
CQ
DRAINAGE AREA WEIR LENGTHI W �^
(ACRES) (F7) TOP OF DAM
. I
1 4.0 SILTS CKO 0 Lt) Ch
2 6.0
3 s 0 sPEaFtcATtorLs r�
DITCH AND BURY NOTE: THE SETSACK*Wd.L BE MANUFACTURm FROM A WOVEN POLYPROPYLENE W
4 10.0 FABRIC THAT MEETS OR EXCEMS THE FOLIO M SPEtIFICATOINS.
12.0
FILTER FABRIC FILTER FABRIC EDGE
! 1 DIMENSIONS SHOWN ARE M MINIMUM -�°- WEIR LENGTH (MIN. 12" OF FABRIC)
I
MAINTENANCE
REGULAR FLOW SILTSACK®
d
, INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE (FOR AREAS OF TO MODERATE PRECIPITATION AM Rug+-oFr)
,I- SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE—HALF THE DESIGN DEPTH FNNMTLSttENG ulmTs
IR OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
o GRAB TENSILE STRENGTH ASTM D-46M 30o LBS
.- THE GRAVEL FACING.
GRAB TENSILE ELONGATION ASTM D-46M 12 x
PUNCTURE AS'IM D-4833 f20 LBS
o CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS MULLEN BURST ASTM 0-3786 wo PSI
A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO Z
v SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. A ARENTaNCE ASTM D-�; 60%�
APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE
o, STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY Flow RATE ASTM 0-4491 40 "c-i Fr J
PERMITTIVITY ASTM D-4491 0.55
AFTER CONSTRUCTION WITH SEEDING.
UJ
� 2 MIN.
� �� HI—FLOW SILTSACK• Z Q
00 (FOR AREAS OF MODERATE TO NAVY PRECIPITATION AND RUN-OFF} UJ
Fulle 1Fs 15T Km arts � V
°- STEEL POST " .,r
n 0� 18 GRAB TENSILE STRENGTH ASTM D-4632 265 LBS f1
STEEP CUT OR FILL SLOPE GRAB TENSILE ELONGATroN ASTM D-4632 20%57 t A !.#._
EARTH BERM F�' --�'. MULLING BURST ASTM 0�378 4 0 PS
TRAPEZOID TEAR AM D-4533 45 LBS J {�
APPARENT OPENING SIZE ASIM DD-47�51 20 US SEW
2 1 SLOPE (MAXIMUM) FLOW RATE ASTM D-44M 200
2
E BOTTOM ANCHORED WITH STAPLES /SQ Ft
PERMITTIVITY ASTM D-449f f 5 SEC-1 ` n1 z
SCREEN ACCESSIBLE THROUGH DOOR r L�IL w
VENT Z
Oil -ARRORRANT SII TSA .KO
—STABILIZE DIVERSION DITCH WITH
CROSS SECTION TEMPORARY SEEDING AND EROSION (FOR AREASwRE A CMCERN MR Of.RUN-W OR ) 0
U.1
5, CONTROL NETTING. UJ
i DEPENDING ON N YOUR PARTICULAR APPLICATION, ENE S LTSACK CAG BE MADE FROM t n
EITHER ONE OF THE ABOVE FABRICS WITH AN O L-ABSOIRBANT PILLOW INSERT OR, `�/
MADE COMPLETELY FROM AN o6.-ABSORBANT SILTSACK4 WITH A WOVEN PILLOW INSERT. (( �
an rN 02
p UPSLOPE TOE POSITIVE GRADE 1.0% MAX. u� _J
O SEDIMENT PIT 2' MINIMUM
5 INLET PROTECTION
LU
3 NOT TO SCALE f.3n`.1 a
-: NOTES: SIDE SLOPES
CD 2 : 1 MAXIMUM FLOAT (n
E 1. DRIVE STEEL FENCE POST AT ( ) t�
u LEAST 18" INTO SOLID GROUND. JUTE NETTING �/
o � \\ \ \\ \ \ \\\ \\�` \\\\ \ \\\ \ \ � \ \\\ FLEXIBLE JOINT VJ
a 0
2. WOOD POST ARE NOT ACCEPTABLE. \ \\ \\ \\ \ \ \\ \ \\\ \\ \\ \ \ \ \ (RADIATOR HOSE)
Lit
OPTIONAL SKIMMER JUTE SUPPORTED WITH TOP
OP (SEE DETAIL WIRE BETWEEN STEEL POSTS STEEP CUT OR FILL SLOPE '
04000.18 BARREL PIPE LONGER THAN SHOWN. E 1 \`\\���ti I I t I I I t►r��f '''
11
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. 0
E ) ` CAR �1
a f - . �N .00
o PERSPECTIVE VIEW PLAN VIEW NOTE: �<< 12ii'
U SKIMMER IS TO BE A SURFACE
° 10084
(�O.q � " N A �c Vi E N �° � DRAWN BY DNW
c OUTLET
OUTLET PIPE N RISER SKIMMER I OR APPROVED DEVICE NG DEVICE SUCH AS MP C'DIVISION
r I t 1 I I I _ o oo° 000 `
OUTLET END: CONNECTION - /, Io \`
2 STANDARD FILTER BASIN
3 DIVERSION ®ITCI-� 4 STANDARD SKIMMER ''%,�erT`LtG�`;�Z�'01 CHECKED BY GRG
PROJECT No. 06024
V 3 NOT TO SCALE 3 NOT TO SCALE 3 NOT TO SCALE
C - DETAILS DATE SEPT 2009
E,
a
U 3 SCALE, AS SHOWN
Q
SHEET OF
U