20021161 Ver 1_Site Plan_20020723

-1.20 -0.77
0
He STE
43 f-~ +
6 2.06
• 1.27 -o'(8
1 -2.42 BRIDGE ?V. -2.42 ~a
t1. 7
-2.52 i U
-D2,8
ACINITY MAP - NOT M SCALE
-1,.13
0.94 2,T8 b O -1,00 q
0.63 'r -1,16
14 J \ _ 14 NIP / b ~ I
PROPOSED CHANNEL
` +1.37 +1.47 -1.37 TO BE DREDGED TO A
PROPOSPB CHANNEL X1.17 DEPTH OF -5.00' o -o
TO BE DREDGED TO A , i y+-2. N 0.99 `r N *
DEPTH OF -5.00' -0.97 ° 1.36 v i - - r, r4
_ 1+_ o m `-0 SE 1.04 /--2.61
20' DOCK * 087 PROPOS 85'x30' (TYP,) 4.43 BOAT DOCK EXISTING 3'x i V)
V. +0, \ \ V) o u
V) EXISTING 3'x 20' DOCK (TYP.) 3.24 #1 o - 7 o _H - ,0.21 _ I
32 ~ - T •07 140 - - - - - - - - - CROSSSECTION 'D'
-L26 t 5 p 3.90 0 PR _-0.30
X28 \ R OSED 5'x30' X44 CHANNEL EXISTING BOAT 0.92
BASIN , NOTE ALL GARBAGE 2.62 - - - 3.60 - APPROX 1-10i * - _ ci - .19 - -
0.14 1
WATER NE 1° 4.9 k DEBRIS-AL_ --2.26 -1.) APP NOTE: APPOXIMATELY ULKHEAD AWAY BY g 1 SED 5'x30' _ APPROX. HIGH J3 Ip `
200 C.Y OF SLEDGE _ t MECHANICAL MEANS IS ` R 0 QOCK PR OSED 'x30' WATER LINE x006 Q3 PR OSED 5'x30' T JJJ EXISTING 3'x 25'
TO BE DREDGED 106 QJ1p, - .ASS{( PanRO~bQSE65'x30' WAl w 248 BO OCK 2~8~Q&K DOLPHINS PROPOSED 530' _
_ PROPI M \ 47 n I PROPOSED 5'x30' PROPOSSED3'A34 2 _ BOAT DOCK - 38 7 ? ~z1.10
4.29 52Q \$I4 1 1,2.01 p - - aOCa 12 3" c - `ju O 84
EXISTING 5'x20' ° - 12.0' o 0 2.0 n - L SEAW4LL J ~ - Z
9c DAY DOCK o ~7 CAMA LINE 4.81 EA 2 c- - _ - - ° - - 15'x20' ° - - - - -0.58 a - p, - - - -
PROPOSED BOAT RAMP .25 - - ' EXISTING 3' 25 ~
9 ? Obi N DOCK D
5 NOTE: -5W4' S 33 5.5~ r 4' U14
EAN ALL GARBAGE li - EIS` n CL ° v 4'87 5 58 & DEBRIS ALONG 5 .0, \ y
m MARK IN BULKHEAD AWAY BY NO NOTE: - - 6. - y
~P4 CONC. k 4.39 4.33 MECHANICAL MEANS 5.55 .6 CLI 6 CLEAN ALL GARBAGE -
J 9~ M K IN ry 3 n a .44 & p C_-_ h ^ ri cu m N BJI & DEBRIS ALONG 6.17 BULKHEA~AWA`( BY m 4 0
LIM N N ] 5.22 MECHANICAL MEANS ^ N M X
3.30 i//~ ^ 6 8 ^ 5.58 6.75 S LOT 9C N N ^5 6.62 6.16 \ \ T-1.50 ~APPROX. HIGH
LOT 98 ^ LOT 9A aT g ' LOT 7 LOT 6 LOT 4 / LOT 3 LOT 2 LOT 1. \ WATER LINE
11,064 SQ. FT,, y 4.92 4 n LOT 5 m 10,2$4 SQr FT. 1 SQ: FT. 8277 SQ. FT. 201 SQ. ST, ICU COMMON H ` 746 6250 SQ. FT. 6874 SQ." FT. 69 0 a 6932 SQ. FT. 6991 SQ. FT. a 6.27
6.28 8430 SQ. FT_ \ T' 0 0 -
5.34 ti n .97 g 5.5E 588 _ c $ .44 o AREA % 5.30 s.4o ^N _ _ ~ - °o .44 ° 6.45 7.41 7.48 ° C.A.M. NOTE: Zi
o s.as 'x10' UTILITY n .50 0.04 ACRES 8 50 h-- - - 6.06 N 16 in s' 44 .50 +-1.24 CLEAN ALL GARBAGE O b in 6.42 A k DEBRIS ALONG
YP.~~ F.H. y y RY ' 7.22 7.59 7~ WIDEE BULKHEAD AWAY BY 0
2,015 SQ.FT, M. 7~67 EASEMENT (TYP W. .M. M. M. 6. W.M. h. 6. r; F; M. 6.9 M. ? ~S• n MECHANICAL MEANS
LEROY 0. BATTS, JR. 4 60 5.00 5.30 C:o G,o T .O C. EIS C.
JAMES HOWARD BATTS 00 >'T i / i / i / 11.94 12.00' 5
D.6.675, P.163%~~~i%% 8~ 7.30 CAMA LINE -1.17
129 SHAES LANDING DRIVE ? LE.',BOX CABLE BOX EIS
SURF CITY, N.C. 28445 5.25 / ? /~i~~~: ',y' J/,/', .,y.ri+T.-,.1 ///i~;,.~ . .80 .68BIG .00, 7 71 60.0 E, C. E E
EIS 40 EI E E EIS EI EQM 8.33.=' - I Z71
• P.P. EF7 ;3 7.54 FIBEROPTIC 8 L15 N.C.D.O.T.
3.90 w 8.78 E P.P. E E E P~P. P P 92 7.54 F. W. V. 8 G2 .38 L30' INGRESS EGRESS CABLE MARKER \ C/O ROBERT VAUSE
E E - m~ TOP = o `v- ~i%i/ n W.V. ! n In r) r~ - 00 00 00 & UTILITY SEMENT M 410 NEW BRIDGE STREET SUITE 7-A 00
n M N ~NV. _ -0 o ai C6 r p JACKSONVILLE, N.C. 28540
0 EXISTING ASPHALT co p p y p d a
- ~ E.P.K.
r / N C. HWY ?in
E.P.K. - - b 31 12'49" E o-99.58'
100' R/W
END OF BRIDGE OVER INTRACOASTAL WATERWAY
1
I
l
DREDGING DATA: LINE TABLE
LINE LENGTH BEARING BULHEAD AREA TO BE DREDGED = 0.69 ACRES ((30,260 SO.FT.)
1_1 15.27 S14'14'10"E EXISTING GROUND TOTAL AMOUNT OF MATERIAL TO BE EXCAVATED = 3,268 C.Y.
L2 12.87 S6 5 ' 5" LEGEND L3 5.00 14'5 '48' IL TOPO & CHANNEL LOCATION
EIS = EXISTING LS 18.32 N 4'01"W SIS = SET IRON EXISTING IRON STAKE
1_6 13.43 SO "E ECM = EXISTING SET IRON STAKE AND DREDGING PLAN =
L7 56.96 S 4'4 ' 4' SCM = SET CON( = EXISTING CONC. MON. SHOWING A G 1 = SET CONC. MON.
L8 30.67 1 ' 'W -E- = ELECTRIC LEVEL L9 2.22 S18' "W WATER PP = POWER PI ELECTRIC POWER LINE HARBOR P 01 N TE CO DlVIsi
MH = MANHOLE Li0 0.23 513 ' POWER POLE ASj 1 OF MANHOLE TOPSAIL TOWNSHIP, PENDER COUNTY, NC 1 ALMA AGE
= l11 4.03 1 '3 'E PH PUMPHOU' ME = PUMPHOUSE PREPARED BY NT
ANCHOR FOR D&UE = DRAINAGE L12 13.91 S O'00'O7"E SUPPORT RRS = RAILROAD DRAINAGE & RAILROAD SPIIKELITY ESMT. JOHN L. PIERCE & ASSOCIATES, P.A.
L13 16.13 S23'1 9'45"E ST = SEPTIC T SEPTIC TANK 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
L14 13.36 SGO 4' 9"W PCB = PROPOSED L15 7.33 N78'ST41"W ECB = EXISTING PROPOSED CATCH BASIN
L16 21.80 N3100'0 "W THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM TB = TELEPFO? L17 3.92 N5857'00"E AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION, GW = GUY VIRI = EXISTING CATCH BASIN PHONE: [phone] DATE: AUGUST 11, 2001 TELEPHONE BOX SCALE: 1"= 30' F.B. 300, PG. 18 DOLPHINS
GUY WIRE
AND THAT THE RROR OF CLOSI _CALCULATED BY LATS.& SP = SERVICE DEPS IS L--``~^~i;, WV = WATER 1 SERVICE POLE JOB #205652 FILE NAME: HARBORPOINTE = WATER VALVE (•_17ADL7T0 QOATP ' m.
CO CLEAN OE BULKHEAD DETAIL = CLEAN OUT o to . Av. & 30 80 LLL. a u 10 w
NO SCALE WITNESS MY HAND & SEA( i[& T~4Y dF FH FIRE HYD 20.rZ, ) CMP CORROGAI FIRE HYDRANT CORROGATED METAL PIPE 30 EARTH BERM 11511 SLOPE
NOTE: ALL ELEVATIONS ARE RELATIVE MEAN LOW WATER ELEVATION. EB EARTH BE
' T= ® PROPOSEI JOHN L. PIERCE, P.L.S. l 2596 I471 = SPOT ELE = PROPOSED ELEVATION
y.J SPOT ELEVATION ( IN FEET ) j
= ELEVATIE ELEVATION ON TOP OF SEAWAL 1 inch . 30 ft. JJ
li~ PVC PIPE SHEET 1 OF 3 PVC PIPE SET IN CHANNEL REVISED MAY2, 2002 (MAKE ELEVATIONS RELATIVE TO MEAN LOW WATER)
REVISED JUNE 25, 2002 (MAKE CHANGES AS PER COMMENTS FROM CORP OF ENGINEERS)
REVISED AUGUST 12, 2002 CHANGE WIDTH OF CHANNEL TO BE DREDGED TO 50' REVISE CROSS SECTIONS

10 i I
i I I I
10
- -
- - -T MISTING SEAWALL
ISTING SEAWALL
5 i I I
Imo. - 5
i I i EXISTING CHANNEL GRAD
I I
+ - =
0
- } - PROP SED C ANNEL ADE i I I
J - PROPOSED CHANNEL GRAD
5 }r
I ~ I
-1 I I I
0 10 20 30 40 50 60 70 60 90 100 110 -10
0 10 20 !0 30 40 50 60 70 80 90 100 110 120 130 140 150
CHANNEL CROSS SECTION "A"
HORIZONTAL SCALE - 1"=10'
VERTICAL SCALE - 1"=5'
- EXISTING CHANNEL C - EXISTING CHANNEL GRADE TING CHANNEL GRADE CHANNEL CROSS SECTION B
PROPOSED CHANNEL PROPOSED CHANNEL GRADE DOSED CHANNEL GRADE HORIZONTAL SCALE - 1"=10'
VERTICAL SCALE - 1"=5'
10 ~ I i
i r
EXISTING SEAWA I
I
i
I
XISTING CHANNEL GRAD
- -
0 + -
I
' I
PRO ~~NNE1 GRAAE I 1-
i-- J._....-.. _
5 -
i i
-10 - ! - I
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170
170 180
EXISTING CHANNEL GRADE
PROPOSED CHANNEL GRADE CHANNEL CROSS SECTION "C" HORIZONTAL SCALE - 1"=10'
VERTICAL SCALE - 10=5'
Q
W
F
STA. 1+72.26 INTRACOASTAL WATERWAY /W
10 ST
(P i t h
O
i O 5
- - i -
i
CP 0
- - - - - - I
T -5
XISTING CHANN L GRA !
W - - 1 - - - - r- - -r-- t-. 1-_... r.

-10
T--- 1 - E
75 T - _ - r- --~I _.li_ m ._Y -
- A;19
-15 I
Q 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 2 170 180 190 200 210 220 230 240 COASTDALIMAO AGEMENT
CROSS SECTIONS OF
U - EXISTING CHANNEL GRADE PROPOSED CHANNEL DREDGING
SHOWING
F PROPOSED CHANNEL GRADE CHANNEL CROSS SECTION "D" ? HORIZONTAL SCALE - 1"=10'
= VERTICAL SCALE - 1"=5' HARBOR POINTE
Ln TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
InLJAI MI rM nr o_ A e^elnni w Trees n A
Uvnly L. f-IFISViL OC AJJVI,Im ICJ r. A.
I 0 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
i a PHONE: [phone] DATE: AUGUST 11, 2001
SCALE: AS NOTED F.B. 300, PG. 18
2 JOB #205652 FILE NAME: HARBORPOINTE
SHEET 3 OF 3
REVISED: AUGUST 13, 2002 (CHANGE MADTH OF CHANNEL TO BE DREDGED FROM 70 TO W. ADJUST CROSS SEC710NS)

_ _ _ _ I
a~ s.
T ~ t n ,
4 5 -_E 'K '-emu ~f ? i ~
°n y. e. a ` ~ ~ r ~ „~z~ = " s E _ a"€' z ~ t F vg m..' C y.
_ h -
~ " z dx 54 +1..
~ ,:x,E.. ~ as ~.y~°'v'S?'.. r ~ ~ :.uSa Sc '.n 3i', n~nu R.-~'., ~ r. - wig>dc .:Txt~ ~ .
t . . .r.y ,s..<,. _ a o ~ a -vsa ~ f'~.
,g? Y.
.ems } 9
S~ ~
R: 1
3 4' . ~,z ~ ~ ~
~ ~ ~ Q~ n.~
a r
a ~ ~ ~ t~ ~ ~
A#~ ~ o 4 E' S ~ Y' ~ r.
~ti a ~n z r v
~ ~oa~~ ; ~y , EXiSting k/f• RYAN KtICUN Existing ~ rL
'Sou . . Rfp rip ~ _ ~ o~~
Wooden a ~ ~
' u_ ~*2b4 : ty~, fence ~ ,-~N `~3
ad Existi»g a~, t8 Manteo° NtagS,~,. ~ Existin ~ Rope & post W tY.~~~ C~ Q rv C~ z ~
> ~ f1 Rip. rap. f b IS~AI1CI en~e,
<typ) Q Lot ~ L:~t ~ 7 ~ cr ~ Q ~ m o.
~ ~ , , " f E ge of }JJ N/F RYAN I ~~;wpw a~ w~ RYAN KOC(~1 0 U) w at
~c~~1~ Ma n,~t~s~ av~r~ent Y p p I _}"4 d~ 3~ ~ pp~r~ ,o w_~
1 ~ r
EXISTING ~ 10
Np,~ P PROP~SED / / , ED GAZE! ROOF FENC ~ / / f i / / m Wtiod~r~ - ~ a
(SEE DETAILEDCRCtSS SECTdDN1 / / ~ l ~ / :/1 fE'~CE' v Z x ~ ~
~~tatx22~o~~ Existin ~ ~ PROPS ~ / / . ~ C~ ~ c~ ~
Rip ..rap p ED I5' / / f PROPOSED ST PS \ RETURN VALL ~ / / ~ / f T~GINNING Of PR[iPDSED AND ~AYarc LAN ING (4 % 38`) ~ / , PRDPfl'E~ ....EXISTING ~ ~ OSfD Z
r4' x c'2.`~') 1 3 WfH}DEN i'ENCE 1 4` ~ E BLE :E HAINTEN Ck' fILZ W~Oden ~ ~ p ,E < 9EHIND BU4Kt~AD s-'bulkhead ;d
VYT~f WIR CA i .p t i t3' X 62"5 ~i5'),
0 , USING DRE l T~ $E REPAIRED ~ Q, THE E"tTIRE LENGTH ~ C}
~ ~ M- . ' .IP :RAP; BE #ll W, Shore Rd; c2I5=~ ~ w { F..
nM , 1" t CITED 1'NEN <17,552 SF~ ,
IST 7 r ~ r~I~LEB WITii SAMD 1 flNfi PLA FORM UPLAND FILU ft88 X P#+~A'1 '.~OOF {
~ ~ • ;.y EXISTING.RIP RAP ~ ~ , X PROPOSED 6' WALKWAY <6' X it2'3 ~
.A ~ 6 22 ~ i Upland ---~..1 ~ ~
~E v 4 ~ MO E EXISTING CENTER Pllit~ 1 sa~aTU+n line ~3,41Z s,f. f ~ - Exists ~ d0 c~
PRC~'OSED RIP RAP ~ icw- ~
/ i PROPOSED EXTENSION 3, WIDE. ~ LAS I, EXI~iING RiP kAP U5 i 3 L x ~
,Ie $ X a, I 5 1~ W/TEL EPNONE ?ULE DEL AND S 9- Z ~ Z i Z c m t,.. ~
tt~, Dt) O ~ Ca 00 ~ tlt
1~ Roana4Xe Sound 7
) ~ PROPOSED 36' PC~t eck W ~ U? f I`
ELEVATED VALKWAY ~ ~ d7 EF ~ ~
cbf X i36~ ~ OVER PRDPClSED RfI>CK RIP R i \ EXISTING RIP RAP PRtIPtISEA ~4Tt~USE ` `t 'd' U
<I68 CF RIP RAP1 ~ »aroua u~cw~ v PARTIALLY AIlJACEtiF SNE~tELIt~ tSOUTHa APPRQX. WITH v'"na.., ~D 80 Ira 3 BASf ~ t~?arx TO 9E Re'r~vED ; ` Wt$QATIIF'T AMD DOCK ~ fl ~ d- e~~s ' sc, aV~R ` Lt. t>! ~ •t
ADJACENT -Si~FtEL1WE tWfST1 APPROX. '1 MILE Oi~N VATER, ~ . ~ ~ ~
WAFER AND ELECTRICITY PROPOSED AT PIER ~ iii. XISTING RIP RAP ? Cf?
~ €'RONT F' IER IS EXISTING. WITH 21'X25',PLATFORM ~ ~3'Xlc""') O IiUt.KFiEAD ~ ~ O.. J ~
" BULKHEAD REPAIR"VHERE NEEDED t f f ~ r
f 5EI~ RIP RAP `WILL NOT EKED I' P#7t2PE1SED 4" z 32' ~ ~ CV
PRQPOSED ROCK RI RAP PLACED A9CIVE NWL/WETLAND SUBSTRATE. WATERW1~tD [!F` JUNCUS SPP. `X 7~X? WALI{WAY ~ ExiSt~~- t?Ck ~ ~ f
E ISt'DrG RETURN WALL " AN'I3 COASTAL 1JETI.ANDS At+111 SPARTINA SP, C12') , 7 ~ , ~ b AMD $ULkHEA~ / ~ / ~ w
EXISTING RD? RAP t20'1 <5,5 Pt~AfMJTES AUSTR+~I.IS :PRESSED W/GRANIT 1 t~,5' X I04,5') ~ ~
°SPARTINA PATENS E ~ ~ ~ ~ r, ~ ~ m
-JUNCUS ROEMENANUS $ EIfIST~ E+4Wd. t ~ ~ ~
-SPARTINA ALTERNIiLORA - ~SPARTINA CYNOSEX2OIDE;$ • ~ ~ ~ r
~ ~ ~ / ~ / ~ 1 ~
l ~ / ~ /
~ ~ i ;f.
~
- - ~
y , ~ ~ s ~t
5 x~ u ~