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E.LP• CONCRETE MONUM PROPOSED CONTOUR E.C.M. EXISTING o U U
E.I.R. EXISTING IRON REBAR - ^ _ _ _ _ _ MARSHLINE E.P.K.N. EXISTING P.K. O~ADL SPIKE ~ M Z a tp
E.RR.S. EXISTING NORMAL HIGH WATER (NHS E.A. EXISTING AXLE - - a i~ Z y ~
S.I.P. SET IRON PIPE MONUMENT TREE LINE Z
S.C.M. SET CONCRETE S.P.K.N. SET P.K. NAIL CENTERLINE - - 30' CAMA SETBACK NWH L
RIGHT Of WAY ~W RADIUS ~ 75' AEC N.C.G.S. STATION w ~ _ ~ n ~ Q. N
R ARC ~ A CK LINE PROJECT ENTRANC ENTRANCE TANK pINATES ~ Z Q ~
.B.S.L. MINIMUM BUILDING SETBA 575' ORW M DARE FEET NC DOT PERMIT N.A.D. 83 COOR w ERMIT N= 357,038.489 FEET ~ r L ~ o N
S.F. SO M B MAP BOOK ~ _ PROPOSED RIGHT OF WAY ISSUED. a ~ E= 2,605,572.538 FEE 3
D.B. DEED BOOK AREA OF ENVIRONMENTAL CONCERN A.E.C. ~ S ORDINATES ~ ~
E N.A.D. 83 CO B. _ ET ~ > ~j~ N- 356,975.874 FE w Q
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0 0 ,418 • SO V J 9,~ .5 `'d~.. ~ ~ DATE
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/ ~ • ~ • F. ~ • ~ ~ . RAM-04145 05.09.05 ~ PROJECT.
o~ • ~ 131 ? 1 ~ 9 ~ .50' - . 3 SF SF REVISIONS: COMMENTS 05.26.05 . 4~ z
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n pal' " a ~
- - - w CHECKED BY: ~ . . - • . ~ cn. - - . N E 2 NORTH
YVE . . • a, . - • . ~ CONTENT: PHAS U
_ ~ - • . N .y " w MENT PLAN • ~ ~ ~ • -r . . f- ENLARGE
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. ' LAVER"MANAGER: ~`iV, v
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PAVEMENT DESIGN " z ~ (n ~
PAV~MFNT DESIGN " 2 I-2 24" CURB ~ ct = ~ 24 CURB 6" ABC AND GUTTER o Q
2" I-2 AND GUTTER ~ ~ U V
6" ABC . ~ a PER ~ v - Nq 1/4' FT 4 PER FT 1/4' PER FT E---- Y~ / Z N I~ y
t/4' PER FT 1/a' PER fT /
~t 1/4 PER ~ 1/a' PER ~ ~ ~1 / / \ Z ~ ~ ~ ~ .0' \ ~ Cn0 ~ WATER 5.0' 1 N N
~M ~ 1.0 ~ U ~ w ~ Z
5.0' \ ~ rn SEWER 4.0' 5' ~
WATER 5' 4.0' z i~ IDEWALK W
SEWER 8.0' 8.0' SHOULDER ~ IDEWALK ~ Q _
~ SHOULDER 3 0 0
30' 5 5' w 5' S'
20' UTILITY 20' UTILITY 20 ~ 20' UTILITY ROADWAY (F-F) SIDEWALK ~ ~ ~ SIDEWALK EASEMENT w~,
~ ROADWAY (E-E) EASEMENT EASEMENT EASEMEN a 20' UTILITY w
EASEMENT 20' UTILITY `w w
40' ~ HT OF WAY EASEMENT = ° ~ T PRIVATE RIG ~ g
~ PRIVATE RIGHT OF WAY EASEMEN z ~ ~ a~
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NOTES: ~ LL
NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM OF 36" OF COVER. ~
. ALL CAN, TELEPHONE, ETC. WILL BE INSTAUFD WITHIN THE 20 UTILITY EASEMENT. _ 2
TER AND SEWER MAINS MUST HAVE A MINIMUM OF 36" OF COVER. 1. WA HON ETC. WILL BE INSTALLED WITHIN THE 20 UTILITY EASEMENT. 2. ALL CAN, TELEP E, EASEMENT. ~
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PAVEMENT DESIGN_ z 2~ I-2 24' CURB W
PAVEMENT DESIGN_ ~ ~ " ~ ~ ~ I T 24 GU 6 ABC AND GUTTER a
E 24' CURB 2" I-2 AND GUTIER ~ ~ ~ ~ ~ ~
ENT SIGN 24' CURB 6" ABC PAVEM 24" CURB 2 I-2 AND i ~r ~/4' P Pr rep rt ~/r ~ _ 1/4' ~ ~ +j,1 ~ ~ ~ O
" 2" I-2 6' ABC AND GUTTER ~ t/a' 24 CURB " AND GUTTER i ~v~~,,_ t/a. ~ \ ~
UTTER 6 ABC t/~ ~ ~ / qtr t/4 ~ ~ ~/a. ~ AND G t a' PER ~ ~i t/a. ~ t/4 ~ ~ t/4 Fr w U ~ ~ / WA 1.o z ~ ~ z ~
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5' 3.0' SII ~ o . SIDEWALK LL y.
,0' 10.0' 4.0' S.0' 3.0' IDEWALK • SEWER 3.5' 3.5 10 ~
' 5.0' 4.0 10.0 10.0 3.0 30' 20 UTILITY Q 20 uTIUTY _ aT ~ L
DEWALK 24' 20' UTILITY 20' UTILITY ROADWAY (F F) EASEM T EASEMENT ~
20.0' ROADWAY (F-F) EASEMEN a Q¦ o
20.0' M~1H YARES F-F EASEMENT EASEMENT 20' UT1lJTY ROADWAY ( ) 50' ~ ~ 0
ROADWAY (F-~ ~ PLAN I 40' PRIVATE RIGHT OF WAY o .}.J (n
EASEMENT PRIVATE RIGHT OF WAY o
VARIABLE M~D1H pR1YAlE a
RIGHT OF WAY. SEE PLANS ~ = 0 U Q
V I O 1
NOTES: ~ ~
NOTES: NS MUST HAVE A MN~IINI OF 36' OF COVER. o L- ('a 1. WATER AND SEWER YAI ~
AND SEWER MAINS MUST HAVE A MINIMUM OF 36" OF COVER. 2. AU. CAN, TELEPHONE, ETC. WILL BE INSTALLED WITHIN THE 20' UTILITY EASEMENT. a Q w ~
NOTES: 1. WATER " ONE ETC. WILL BE INSTALLED WITHIN THE 20 UTILITY EASEMENT. 1TY EASEMENT. ~ Z w m
T HAVE A MINIMUM OF 36 OF COYfR. 2. ALL CAN, TELEPH 1. WATER AND SEWER MAINS MUS MATHIN THE 2G UILITY EASEitE1~T. f.. ~
CAN, TELEPHONE, ETC. MALL BE INSTALLED 2. ALL o
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PAVEMENT D I " I_2 24" CURB ~
M PAVEMENT DESIGN " 2" I-2 24 CURB ? AND GUTTER w 24 CURB qND GUTTER 6 ABC AND GUTTER 6" ABC o
a, 2" I-2 1^T~' PAVEMENT DESIGN 24" CURB 6" ABC 1/4' PER fT ~ ~ ~..1? ~ 1/~' PER FT ~ PFR FT 1/r PER Fr / d
Y`f " ~ 2 1_2 AND GUTTER \ i
~ 6" ABC ~t M t/a' P Fi t/ PER FT ~ t/4 Fr ~
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nn ~ i SEWER 5.0 ,0' 4.0' 8.0 SEWE 8.0' 3.5 IDEWALK ~ 3.0• 5 y 5.0 EWALK o DATE
A 5 4.0 HOULDE HOULDE TIUTY ~ 05.09.05
DEWALK 16' 20 U 3 PROJECT: RAM-04145
20' U1 ' UTILITY 16' WIDTH VARIES - g 20' UTILITY 20 _ $EE PLAN ROADWAY (F F) EASEMENT z REVISIONS:
5, 5, 30 ROADWAY (F F) o EASEMENT I ~
ROADWAY (F-E) EASEti 16' SIDEWALK EASEMENT I 0
a; E-E EASEMEN ALLEY ( ) WIDTH PRIVATE ~ ~ VARIABLE PIJWS ~
0 20' UTILITY 40' RIGHT OF WAY. SEE _
N PRIVATE RIGHT Of WAY w
N 20' EASEMENT w w
~ PRIVATE RIGHT OF WA oio
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~ NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MNIMUM OF 36" OF COVER. ~ gr$TALLED WITHIN THE 20' U11UTY EASEMENT. w CHECKED BY: lZ
~ T HAVE A MINIMUM OF 36' OF COVER. 0 1. WATER AND SEWER MAINS MUS IER. 2. ALL CAN, TELEPHONE, ETC. WILL BE
~ _ . _ . ~ r.,.,,..,,- ~T~ t ac iucTSt i Fn WITHIN THE 20' UTILITY EASEMEN 1TILITY EASEMENT. ~ CONTENT: ROAD SECTION DETAILS
2 ALL CAIV, Itttl'nwv~, c.v. _
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x 40'PRIVATE RIW, 30'
VARIABLE WIDTH PRIVATE RAN, 161 F-F STREET SECTION 04 rCP STREET SECTION 4 SCALE: NTS ~ o
SECTION 7 o ~ f ALLEY 161 E.E SCALE: NTS
S b SCALE: NT
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~ 91 17
.1'56 93 92 ~ 65~ ~ \ DRAINAGE FLOW
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~ ~ ~ / PROPOSED 8" SEWER LINE
94 . . 18
- : - r arc +~ue a sox PROPOSED 6" WATER LINE
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, ~ 19 PROPOSED 2" WATER LINE

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0 PO Box 1309
New Bern, North Carolina 28563
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213 Q
151 220 1 133 ~ ~ ~ 6 352 EXISTING SEWER MANHOLE
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131 ~ 222 ( 152 23 224 EOL BLOWOFF
210 i 350
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08 ~ 249 - ~-rav~a~ooc
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250 ( 225 2 ~ 219 155 i ~ CATCH BASIN
I ~ 379 U,S, ~1`'17Y G01'~'S 0~ ~NGIN~~~S,
~ - ~ ~ ~ 226 ~ 291 2`~ 347
~ xrx ~ k 20 2 I 2 290 OUTLET PROTECTION I
~ 21 1 ~ ~ 292 DRAINAGE CULVERT
217 - ~ ~ i
y 215 ~ 227 a / I 381 ~ DRAINAGE FLOW
~ 214 I ~ i i
a. ~ 253 I ~ 201 228 p 1 PROPOSED 8" SEWER LINE
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2 II
384 PROPOSED 2" WATER LINE
199 i + - + 2 -
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PG ~ ' 403-C Airport Road
0 PO Box 1309
New Bern, North Carolina 28563
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PRELD@1ARY PLAT EXISTING SEWER MANHOLE DRAINACE FLAW Y PLAT 403-C Airport Road
Not for Recordation, Conveyan i, Conveyances PO Box 1309
PROPOSED a SEWER UM or Sales m EOL BLOWOFF 's New Bern, North Carolina 28563
08. UNLE55 0rhEPN1SE NOMD PROPOSED 6" WAMM 11M d. SETBACKS cp-1 0 Tel. [phone] Fax. [phone] SCALE : 1:60 PROJECT 2005007 DATE : 01/03/05
NO. DESCRIPTION BY SATE PLOT (ACTOR: 1 : 1 (E) PLOT NAME 02-SITE SHEET: 03 OF 04
4 PROPOSED 2" WA17HR IIW
a

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m " •O 0
.o SETBACKS 08, UNLS 07-11fflN15CTO F forFo PROPOSED 6" WATER LINE PO Box 1309 _ _ _ _ _ New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
tA 6~ i F PROPOSED 2' WATERLINE
SCALE : 1 : 60 PROJECT 1- 2005007 DATE : 01/03/05
NO. DESCRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: 02 SITE SHEET: 04 OF 04
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0 w
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SOUTHERN PINE ~ a
o.o ru~w POLE m
3-5/8'0 A307 C/L BOLTS 1~ PILE o L U
GALV. $OLTS @ a~ ~ W ~
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GRADE U a • ~ _ ~
REATED PICKETS ~ 4X4 TREATED RAD_ POST 4X4 TREATED RAIL POST 2X4 T 3 U ~
@ 5'-0' + O.C, @ 7 1/4' + O.C, @ 5'-0' ± O.C. w ~ L
5 3/4' (TYP,) 7 1/4' (TYPJ GENERAL Z (V ~ ~
w ~ ~ 1. ALL SAFETY REGULATIONS ARE TO BE FOLLOWED STRICTLY. METHODS OF o
1 CONSTRUCTION AND ERECTION OF THE STRUCTURAL MATERIAL IS CONTRACTOR'S ~ ~
U RESPONSIBILITY. ° ~ ~
2 2 w \ ^w
SPLICE 2X12 FACIA BOARD IN TFI[S a [W] ~i 2. DESIGN LOAD: ~
A. DEAD LOAD: ACTUAL WEIGHT OF MATERIAL ? ~ o Q
B. LIVE LOAD: DESIGN FOR 80 PSF p®ESTRIAN UNIFORM LOAD. a - f~ (n o ~ ~
U ` 3. FINAL PEDESTRUW BOARDWALK TO BE STAKED IN FIELD AND APPROVED BY CITY oc
a PLANNER. 0 0
_ w Q C7 z
_ ~ r
U i~
PM.ES ~ WOOD FRICTION w (a o
' RN PINE PILING WITH MINIMU °o ~ L 1. WOOD PILES SHALL BE 8 0 SOIITHE M LOAD CARRYING Z
a CAPACITY OF 5 TONS EACH UM.ESS OTHERWISE NOTED ON THE PLANS. PILE CAPACITY ~
DETERMNrED BY A QUALIFIED SOIL ENGINEER. ~ ~ " ~ SHALL BE FIELD w ~
m ~
2. MINIMUIrI PILE LENGTH SHALL BE 10 FT. BELOW GRADE. ADDITIONAL LENGTH MIGHT BE ° '
TOE NAIL 2X10 10 2X12 BEAM W/2-1Od TREATED TOP RAIL REQUIRED N AREAS THAT CONTAIN SOFT SOILS (TO ACHIEVE DESIGN CAPACITY 5 TONS). o FOUR TEST PILES WILL BE DRIVEN TO DETERMINE PILE LENGTH. JETTING PILING WILL NOT BE Z
GALV. COMMON NALS EA. SOE OF 2X10 2X6 6'-0' CLEAR WALKWAY (U.OJ~. AT PLATFORM) w ALLOWED. a
2-16d GALV, COMMON NAILS 2X6 TREATED OECKNG
@ EA. JOIST(TYPJ BOARD W/ t/8' GAP MAX. 3. ALL PILING SHALL BE PRESERVATIVELY TREATED WITH CHROMATED COPPER ARSENATE g a
(CCA) 2.5 PCF. W
25000 w
3-16d GALV, COIN NAD_S 4. USE 2% COPPER NAPHTHENATE SOLUTIONS TO FIELD TREAT PILING CUT-0FF POINT ~
@ EA. PICKET Qt POST ACCORDING TO AWPA M4 STANDARD. z g
NOTCH 2X10 W
AS REQ'D 0~ WOOD CONSTRUCTION w
2-16d GALV. C010~ NAILS 2X6 TREATED HANDRAIL z
@ EA, PICKET OR POST 1. ALL TIMBER FRAMMING MEMBERS INCLUDNG DECKING, JOISTS AND BEAMS TO BE ~
2X10 TREATED JOISTS L730000 @ 16' O,C. MAX, 2X4 LEDGER SOUTHERN YELLOW PINE #2, PRESERVATIVELYTREATEDWLTH CHROMATED COPPER = c~
(CONTJ 2X4 TREATED PICKETS ARSENATE (CCA) 2.5 PCF. ~
2X12 TREATED BEAM (TYP.) ,C 8 7 1/4 0
~ NAIL 2X4 LEDGER TO 2X12 BEAM MIN, 3'-0' 42.0000 ~ W/12-lOd GALV. COMMON NAILS @ ABOVE MARSH 2X6 TREATED BOTT~ RAIL 2. ALL HANDRAILS TO BE SOUTHERN YELLOW PMIE #3 OR BETTER, PRESERVATIVELY a TREATED WITH CHROMATED COPPER ARSENATE (CCA) 2.5 PCF. ~
° 6' O.C. (TYP,) O<t YETLAND a
0 3-5/8'0 A307 GALV. 2-16d GALV, CG+IMON NAILS w x
8 ~ SOUTHERN PINE TIMBER PILE BOLTS, 0 EA. PILE @ EA, PIGLET OR POST 0 2X6 TREATED DECKDG BDARD 0
~ @ 10 0 t O,C. 2X6 TREATED DECKING BOARD 6'-0' CLEAR VALKWAY ND.N. AT PLATfOtll) a
W.L, A 1.7500 x
~ DATE
~ , a
a 4X4 TREATED POSTS @ 5'-0' t O.C, 0 PROJECT: RAM-04145 05.09.05
c 2-5/8.0 A307 GALV, 2-5/8'0 A307 GALV. ~ REVISIONS: Commend 05.26.05 BOLTS. @ ECNTER ff EA g
v VARIES BOLTS. @ ECNTER OF EA, m ~ 4X4 POS 4X4 POST o Riv~sions 06.08.05
0 0
0 N U 3.50 F
00 3.50
GRADE ~ 2,9837 29837 w
~ 0,5000 2X10 TREATED JOISTS @ 16' O.C, MAX, 2X10 TREATED JOISTS E 16' D.C. MAX. ~ .
~ 2X12 TREATED TREATED ~ 2X12
b FASCIA BOARD FASCU BOARD J .
0 w DRAWN BY: KT, SB
U FDA a CHECKED BY: LZ
b ~ CONTENT: DETAILS
_ _ _ _ _ _ _ -nin~r A 1 C r/`TI~IAI 11AlITLJ U A AI I'"iD A II 1 ~D A II 1 7 _ ~
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3 REVISIONS: Comments 05.26.05
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PROPOSED 8' CONCRETE SIDEWALK
PROPOSEPROP. CONCRETE STAIRS PROPOSED 8' CONCRETE SIDEWALK PROPOSED
D
/ CONCRETE STAIRS PROPOSED RETAINING WALL PROPOSED RETAINING WALL CONCRETE STAIRS
PROPOSED 8' CONCRETE SIDEWALK PROPOSED 8' CONCRETE SIDEWALK
I
' EXISTING BULKHEAD
- - –4- .. —.I
-
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co
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PROP. CONCRETE
- -
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PROP. CONCRETE
PLAZA
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O
14 31 36 53
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100' 40 49
19 26 41 =_ 48
iii i i _ �'I i !; •,I � ! ' _-- !! � 'i.
20 25 42 -_- 47
21 24 43 =_- 46
75 SLIP MARINA
PROPOSED BOATSLIPS
15 - 35' SLIPS
33 - 40' SLIPS
22 - 50' SLIPS
5 - 60' SLIPS �
75 TOTAL SLIPS
/
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210'
75 74
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75 SLIP MARINA
PROPOSED BOATSLIPS
15 - 35' SLIPS
33 - 40' SLIPS
22 - 50' SLIPS
5 - 60' SLIPS �
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ROWBOAT
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Considered Among the Very Best
858 Williamson Road
Mooresville, NC 28117
[phone]
[phone] FAX
website: www.rowboatcompany.com
DRAWN DATE:
BY: MAD 03/26/05
APPROVED DATE:
BY: MAD 04/04/05
PROJECT MANAGER: DATE:
ROW 04/04/05
SCALE:1 „_ zo ,
ISSUED FOR:
DATE:
Cannonsgate
Marina
White Oak
Township,
North Carolina
ENLARGED
DOCK/MARINA
PLAN
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE
BOAT RAMP.
10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS
SHALL BE LOCATED IN A CONSPICUOUS PLACE. 0452001

NOTE: _ w
KS SHALL MEET OR EXCEED DESIGN GUIDELINE - 1 ALL DOC ~ , ~w
OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,~~, ~ ~ C ~ ~ ~
CAMA/CRC, AND ANY LOCAL BUILDING CODES. ~
H TAND A CATEGO . - u, 2 DOCKS SHALL BE DESIGNED TD WIT S ~ n~
HURRICANE : a
3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCA o
I ~ N POLYETHYLENE FOAM FILLED FLOTAT ON Q
4 A HOT DIPPED GALVANIZED STEEL ORALUMINUM INTER p
considered Amon the Very Best STRUCTURE. 9
5 TREXCOMPOSITEDECKING 858 Williamson Road
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. Mooresville, NC 28117
7 BOATCLEATSINSTALLEDASNEEDEDATEACHSLIP. 663-3478
(704) 8 UTILITY PEDESTALS FOR ELECTRICITYAND WATER HOSE BIBS
[phone] FAX SHALL BE PROVIDED AT EACH BOAT SLIP.
9 BOATPUMPOUTUNITLOCATEDATDOCKADJACENTTOTHE website: www.rowboatcompany.com
BOATRAMP.
10 "NO SEWAGE DISCHARGE"AND "PUMPOUTAVAILABLE"SIGNS
SHALL BE LOCATED INA CONSPICUOUS PLACE.
DRAWN DATE: BY:
--~-~--li i ~I I I i jl',j I I ~Iliill~~l ~ I,i~~ I''~~~ i~ ljl~ ~ sell I ~i~ III I ~ I~III ~ ~ ~'1~i1'~ I ~ ill~~ lj
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I ~~I~~I ~I I~~~ I ~I j 7~jll , ilii I ~ ~ i I II I I ~ li ~ ~ I ~ ~ i ~ I I r I i I C I ~ ~ i
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1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELIN U
OUTLINED IN A ~ SCE MANUAL #50, ACOE, NC BUILDING CODE L
t^= CAMA(CRC, AND ANY LOCAL BUILDING CODES. _ ,T
2 DOCKS SHALL BE DESIGNED TO WITHSTA ND A CATEGO
HURRICANE ~ ~
~ ~~`w
3 THE PROPOSED DOCK SYSTEM WILL HAUE FULLY ENCA '
POLYETHYLENE FOAM FILLED FLOTATION. µ ~ Q
4 A HOT DIPPED GALUANIZED ~ STEEL OR ALUMINUM INTE U
STRUCTURE. Considered Among the Very Best
5 TREXCOMPOSITEDECKING 858 Williamson Road
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. Mooresville, NC 28117
7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP.
[phone] 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS
SHALL BE [phone] FAX PROVIDED AT EACH BOAT SLIP.
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE website: www.rowboatcom an .com
P Y r BOAT RAMP. 2
10 "NO SEWAGE DISCHARGE" AND "PUMP V W OUT A AILABLE SIGNS g
SHALL BE LOCATED IN A CONSPICUOUS PLACE, u. W
0~
DRAWN DATE: BY: N Z
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APPROVED DATE: Z 7
BY: ? 0
PROJECT MANAGER: DATE: '
SCALE: „ ,
BOAT CLEAT
INTERNAL BRACING INSTALLED AS COMPOSITE DECK BOARD
NECESSARY TO MEET DECKING
SUPPORT REQlI1REMENTS 1'-4"
CENTER
9"ALUMINUM EXTRUSION
OR CaALVANIZED STEEL
TRUSS FRAME SYSTEM
ISSUED FOR: DATE:
ENCAPSULATED ENCAPSULATED
FLOAT FLOAT
END VIEW SIDE VIEW
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NOTE:
DECK DESIGN SHALL MEET OR EXCEED ALL APPLICABLE BUILDING CODES,
~ INCLUDING BUT NOT LIMITED TO ASCE MANUAL NO. 50 (PLANNING AND DESIGN
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i 3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENC N
i i POLYETHYLENE FOAM FILLED FLOTATION.
4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTE
Considered Among the Very Best STRUCTURE.
5 TREXCOMPOSITEDECKING 858 Williamson Road
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. Mooresville, NC 28117
7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. 63-3478 704) 6
( 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS
[phone] FAX SHALL BE PROVIDED AT EACH BOAT SLIP,
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE website: www.rowboatcompany.com
BOAT RAMP.
10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS

i SHALL BE LOCATED IN A CONSPICUOUS PLACE. DRAWN DATE:
i BY:
i
i APPROVED DATE:
i~' ~ ~ i~ ~ BY:
j "`t % 0.8 1.3
` ! 9 0.7 2.3 3.3 5.3
_ f ~ ~1` j~•• 3.7 t 6 4.7 5.8 s.3 6,7 PROJECT MANAGER: DATE:
I i .7 0.7 3.8 g;9 6.5 6.8 6.8 6.8 6.2 7.7 0 1.1 6,2 7.0 7.4 7.3 6.9 6.4 7.1 7.4
I ~ i' 0.8 6.3 p.5 6.2 6.9 7.2 7.1 6.7 6.9 7.2 7.3 6.0 g.4 6.7 7.0 3 7.3 7.7 7.1 7.2 7.5
~ ~y.I 6.7 6.8 1 7.4 7 7.4 7.8 7.6 7,3 7.4 SCALE. » ~ 0.8 7 7.6 7.6 8.0 -
6 6.9 7.0 ,4 7.9 7.8 7.2 8.1 0. 6.5 7.2 7 7.6 7.7 7.7 7,8 7.7 7.4 7.7
1 5 7.1 7.4 76 7.6 7.7 7.7 7.9 8.2 7.3 6• 7.2 7.3 7.4
TOP OF (NE i g 7.6 1.5 7.7 7.6 ~.5 .2 TOP OF (NEW) PROPOSED 1.1 6• 7•S 7.3 7.6 7.s 7.7 o s.9 7 7.1
i 4:1 CAN. 4:1 CANAL SIDESLOPE 1.4 6'9 ~;p 7.2 76 7.5 7.2 7' 68 6.9 6.9 1.6 6.9 2 7.3 7.5 1.4 6.9 6.8 6.8 g,8 6.8
i 1.5 7.0 6 6.8 7.2 7.4 7.5 7.3 6.6 6.8 6.8 6.8 6 1.7 7.1 7.4 7.3 7.6 7.2 6.7 7.0 6.8 6.8 6.6
i 1.5 6.9 7.3 7.2 7.6 7.3 6.8 6.8 6.7 6.8 6.6
EDGE OF (NEW) _ OF (NEW) EXISTING BULK HEAD 1.4 7.0 7.2 ,2 7.4 7,5 7.3 6.7 6.8 6.7 6.7 6.6 PING CANAL t,2 6.8 7'0 7.5 7.5 7.4 6.9 6.8 6.8 6.8 6.5
! N PROPOSED BOATING CANAL i 1.1 7.0 7.3 7.5 7.4 7.6 7.4 6.9 6.9 6.8 6.9 6.6
1.3 6.5 7.4 7.4 7.5 7.5 7.0 g.9 6.9 6.9 6.6 2.1 6.9 7.5 7.6 7.4 7.4 7.2 7.1 6.9 6.9 6.6
OLD PERMITTED 3.6 7.0 7.5 7,6 7.7 .3 7.2 6.9 7.0 6,8 6.6
CHANNEL LIMITS 7.0 7.5 6.9 g.6 5~5 7.5 7.5 7 5 7.2 6.9 ,7 6.7 w o, 6. 7.7 7. 6 6.6
~ J J J J ~ J ..1 J ~ J J ' J ~ O O O O O O O iD tp ~ N N tQ W N ~l m w o o, ~ w N w 6.8 6.8 7,8 7.6 7.4 7.5 7.3 7.2 6.8 6.6 g,5 a in ~ ~ ~ o N ~ w c 5.6 7.0 7.6 7.5 ~ g 7.5 7,5 7.2 6.7 7 6.6 6.5
5.8 7,4 6.9 7.5 7.4 7.4 7.4 7.3 7.0 6A 6.6 6.6
'-1 ' ~ f J V Ci N ~ A ~ A A A ~ ~ ~ ~ U ~ W ~ ~ ~ O O O ~ ~ to ~ m ~ ~ N ? W m O W U m O Co • - - - - • ar--a, • -ei- m -_-ao. . m~.cn. ~ a v J J 7.2 7.2 j.4 7.5 7.4 7.3 7.2 6.9 7.1 7.2 7. u a m rn rn o, 7. m o co ~ ~ co ~ o io bo 'v ao ~ ~ 'v o o ao o ~ w 7.4 7A 7.3 7.2 7.1 6.8 8.8 7.1 7,3 7.8 7.
~ •p O W 7.6 6.8 7.2 7.6 6.9 6.9 7.0 6.9 7.5 7.7 7.
~ ~ ~ ~ 9,p ~ a ~ J - 74 7.0 7.1 7.9 7.6 7.4 7.3 7.0 75 7.5 7. - - a~ _~..W - w- sr -w- sr -v- -;a - ~ -v- ~ S v 7.3 6.9 7.3 7.5 7.6 7.4 7.3 7.1 7.6 7.3 7.
a a ~ o ~o v ~ v W N cn ~ ~ w w r cn ~c . '0.p TOP OF (NEW) PROPOSED p' o _ _ _ _ _ O ~ 'o r- -~y-- i\r ar ~ - is i+ "~i ilr ~ a`o 'm ~ o a m m ' m ~ ~ - o ~ m ~ co o, N m a N o N N o 0o to w N N 7,3 7.2 7.3 7.4 7.6 7,4 7.4 7.1 7,5 7.1 7'
f 4:1 CHANNEL SIDESLOPE .o ~ m ~ ~A 7.3 7.3 7.4 7.4 7.6 7.4 7.0 7.5 7.3 7 O 7.3 7.4 7.4 g 7.5 7.6 7.3 7.3 7.5 7.1 7
F e'er ~ a ~ O ~ •s a rn rn ~ a, ~ v v ~ v v v J J ~ 7.3 7.6 7,4 7' 7.6 7.5 7.3 6,y 7.6 7.0 7 I 1" °i °1 w ~ ~ ~ bo ~ oo 'v co m ~ N N N N v ~ w w 7.5 4 7.2 7.3 7.9 7.5 7.3
1I , ~ 'f5 Ol ~ N N A ~ (T V N ~ •P Ol 00 O to N Q W lA N w ~ oo w ,5 7 7.0 8.0 7.5 1.5 7.4 7 6 7.1 O 7 6.9 7
t! ~ a' a'/ 7.7 7.7 6.9 7.2 7.7 7.6 7.3 7.6 7.4 7.3 _ 7.9 7.9 ,g 8.0 7.3 7.7 7.3 7.0 o w a rn rn m o, ae ~ v ~ ~ v v ~ m m ~ ap 9 61 7.3 7.8 7.1 7.3 7.6 7.2 2
'S' EDGE OF (N ) ~ ~ o o N ? ~ ? ~ 9 ~ a ` ro io b v v s• A ~ W rn v to io w rn o, o, o, rn m ~ ~ ~ 7. 7. 0 0 ~ IJ w i ON N (n 'v ~ m~ a w v v o m 7.5 7 7.1 7.3 7.6 7.2 7.1 7.6 7.2 3 • _ 7.7 7 5 7.0 7.4 7.3 7.4 7.3 6 7.5 7.
2 PROPOSED BOATING CHANNEL a ~ / ~ \ • \ 7. 4 7.6 7 7. 7.4
~ - _ 7.3 7.3 6.9 7. 7.8 7.4 7.3 7.4 J J N N N N N (J ~ c w 7 7.0 7.5 7.7 7.4 7.5 7.5 7.2 7.3 -p • ~ ~ ~o o ~ c iv p Co ~ o N w iv ~ N J N 7.4 7.3 7.2 7,3 7.6 7,5 7.5 7.2 7,3
a v w ~ a\. o 0 0~ o ~.o. o -e- ~ o--b ~ ~ , ~ \ ~ di ' U m O i0 OD U b m J Oo t0 O N 1 ~o b N w ~ ~ ro m N ~ o cn 7.3 7,3 7.2 7.9 7.2 7.2 7.4 8.2 7.7 7.6 7.8 .3 . 6.4 7,4 7.4 7,5 7.9 7.9 7.8 7.8 7.3 7.3
4.0 7.3 j.3 7.4 7.7 7.7 7.9 7.7 7.3 7.3
~ / ~ ~ i o .p ; ~ ~ ~ 3.5 7.4 7.2 7.6 7.9 7.7 ~g 7.9 7.4 7.4
u' ~ O ~ '0 W 'a 3.4 7.4 7.2 7.5 7.9 7.7 7.8 7.9 7.4 7.5 3.3 m 7.4 7.2 7.4 a0 7.6 7.8 7.9 7.6 7.5
3.4 7.5 7.3 7.5 7.8 7 5 7.8 7.8 7.6 7.6 ISSUED FOR: DATE: 3.3 7.4 7'2 g 8.0 7.6 7.8 7.7 7.6
~ ~ b •s a ~ ' a •a i •w a 3.1 7.2 7 7.7 7 3,1 7.4 7.2 7.6 7.7 7.5 7;8 7.7 7.8 7.6
w / , o w .o ~ a / TOP OF (NEW) ~ m ~ a ~ ~ ~ ''r ~ i ~ ~ 4:1 CANAL )P OF (NEW) PROPOSED 29 (n 7 3 7.3 7.7 7.6 7.5 7.6 7.6 7.8 7.7
w o / ~ , ~ ~ / ~ 4:1 CANAL SIDESLOPE 3.0 7.3 7.2 7.7 ~:s .5 7.6 7.7 7.9 7.7 .1 ~ 7.2 7 7.9 3 77 3.3 7.5 7.4 7.7 7.7 7.B 7'B 8.0 7.6
2.9 7.5 7.3 7.9 7.8 8.0 8.1 7.9 8.0 7.6 Z 7.
3.9 7.5 75 7.8 7.8 8.0 8.0 7.8 7.~ 7.6
3,0 7'S 7,4 7.7 7.7 8.1 7.9 7.8 7.7 7.7 32 7.5 7.5 7.7 7.8 8.3 7.8 7.7 7.5 7.7
3.1 7.5 7.5 7.6 7.9 8.0 7.6 7.5 7.5 7.3 7. 3.~ 7.5 75 7.6 7.8 7.7 7.6 7.4 7.1 1.3
i ~ w , a ~ 2.5 7.5 j.6 7.7 7.7 7.4 7.2 7.0 7.2 7.4 ¦ 2 7.6 7.7 7.2 7.1 7.0 7.1 7.4
a a ~ s s / 2.2 7.6 7.7 8 7 7.2 2.1 ~..7. 7.7 7.6 7.5 7.3 7.3 7.0 7.5 7.7
a ~ ~ 's ~ ~ ~ , TOP OF (NEW) PROPOSED 2.0 7.8 7.6 7.5 j.5 7.7 7.4 7.4 7.4 7.4
~ o y~'~ , 's / 's 4:1 CHANNEL SIDESLOPE ~ ~ ~ 1.6 Z 7.8 7.7 7.4 7.5 ,5 1.5 7.5 7.4 7.5 7.2
a c , ~ EXISTING BULK HEAD .4 7.4 ~ B 7,4 7,3 7,5 7.2 7.4 7 2 7' ~ 1 7 1.3 7.4 7.6 7.4 7.2 7.6 ~B 1.6 7.6 7.
1.1 7.3 7.5 7.2 7.1 7.4 7.B 7.4 7.6 7. i.t 7.4 7.5 7.6 7.2 7.6 7.6 7.6 7.7 7.
~ a a ~ a a ~ 'o / 1.5 7.7 7.5 7.6 7.5 7.6 7.6 7.9 7;$ g,
1.7 7.4 7.5 7.8 8.0 7.7 7.5 7.9 7.9 7.
a a ~ s 1.6 7.5 7.5 7.8 7.8 7,g 7.9 8.0 7.9 7 1.7 7.6 7.5 7.8 7.8 7.1 7 7.6 7.8 7 ~
1.6 7.6 7.8 7.3 7.8 .9 7.9 8.0 7.9 7 1.4 7.8 7.7 7.7 7.9 7 8.0 7.9 7.7 ~
m ~ m ~ W o ° 1.4 7.7 7.9 6 7.8 g.0 7.9 7.9 7.7 1.5 7.8 7.6 7. 7.8 8.0 7.9 7.8 7.6
a ~o , a •.v 1.3 76 7.7 7.7 7.8 7.6 .7 76 1.~ 7.6 7.4 7.5 7.6 7.8 7.6 7 7.5
~ o ~ ~
~ ~w ~ 1.1 7.4 7.3 7.4 7.6 7.7 7.8 7.9 7.3 1.5 7.2 7.2 7.2 7.6 7.7 7.6 7.5 7.4
1.3 7.2 7.3 7.3 7.6 7,6 7.7 7.4 7.5 1.3 7.1 7.2 7.0 ~ 6 7.7 7.5 7.3 7,9
m a ~ o~ ~ ~ f 1.~ 7.0 7.0 7.0 7.4 7.3 7.3 7.0 6,6 1. 7.0 7.1 7.0 7.3 7.5 7.1 7.3 6.3
F~ i 6.6 7.4 7.3 7.4 6.9 7.5 6.3 3.8
c F 6.5 6.8 6.4 6.1 3.5 ~3 2.8 1.3
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NOTE:
i ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES
OUTLINED IN ASCE MANUAL Jt50, ACOE, NC BUILDING CODE, R O WB OA T
CAMA/CRC, AND ANYLOCAL BUILDING CODES.
n~ 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1
D ~ HURRICANE
~ A 3 THE PROPOSED DOCK SYSTEM WILL HAVEFULLYENCASED DOCK & DREDGE
D ~ POLYETHYLENE FOAM FILLED FLOTATION.
4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL
STRUCTURE. Considered Among the Ve
~m o 5 TREXCOMPOSITEDECKING 858 Williamson Road w
D 6 FULL VINYL RUBR4ILSWITHMOLDEDCORNERS. Mooresville, NC 28117 ~r'.~-'~-'-' p
~ ~ a 7 BOAT CLEATSINSTALLEDASNEEDEDATEACHSLIP. [phone] ,G, O
~ m 8 UTILITYPEDESTALSFORELECTRICITYANDWATERH0.SEBIBS 704 663-5298 FAX 4n
t~3 SHALL BE PROVIDED AT EACH BOAT SLIP. ~ ~
p D nwics 9 BOAT PUMP OUTUNITLOCATEDATDOCKADJACENTTOTHE website: www.rowboatcomp .coin r~
BOAT RAMP. f`
10 "NOSEWA~EDISCHARC,E"AND "PUMPOUTAVAiLABLE"SIGNS
~ ~y ~ cs~sa~i~~ ~r w i- SHALL BE LOCATED IN A CONSPICUOUS PLACE.
C e~wr ~ ram wMc DRAWN DATE:
fOPSdL QI td/ OF F~PoC BY: MAD 05/06/05
n Q i fJ~! t~T r APPROVED DATE:
BY:
Z D ( nwras
~ ~ ? ~ REYSTQt SfN~ARO UR f~ PROJECT MANAGER: DATE:
C ~ ~ t n f ' a~a~t MAD 05/06/05
C7 z ~ n~ ome+ rar ,?r w~u ~5~~- pwsau SCALE: ~ ~O.O ,
3'' nr~..ae. ~ ~
~ , _ sEd~. c~au..nia _ . . ' ' ' ~ . MA7Y[ SGL w/ flLRR FMNC
4 ~ t• r~Y-0'~ ~g E%GY111IOMlgIE
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r.s (1
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T B APPROXIMATE GROUND TOP OF EXISTING ENGINEERED
/BLOCK BULKHEAD +6.0 MLW Cannonsgate
~~~i~~~~~!~ Marina
~i~ii`~i~ ~i
. ~ White Oak
ELEVATION ADJACIENT 1 ~-i ~~'~T , ~ TO THE DREDGE CUT `i ' ~ ~ . ~ r'T V ~It-
1fi , ' ~ , , z-_~ r ~ , ; ~`~,~`~,~~i,`~, Township,
i ~ ~
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J _ ' ~i'i North Carolina
MARINA BASIN
ENTRA CE CHANNEL
x - -6.OMLW/\~/~~j~
i i~ DREDGE
8
i~i~ i~~i~~i~ %~~i~~i~ ~~i~~j~~'~~i~~i~~~i~~i~~i~~i~~i~ii~~~~i~~i~i~~ ~~~i~~~,~i,~i~ P R 0 F I ~ E 0 F
ICW ~ / / / / / / / i ' / ~ / / ~ CHANNEL \ \ ~ \ ' \ ~ ~ \ ' \ ~~~~~~~j~~~~~~~~~~~~ ~~~i~~ ~~,~~i,~~~,~~~,~~i,~~~,~~ii~~~i~~~i~~ii~%'%~ ~\';~\~~\~i i%i BASIN A N D
~ START OF NAVIGATION ~ ~ ~
/ ~ START OF 8-8 SECTION CHANNEL ELEV. -7.5 MLW /i~/~ i ~i
\ ELEV. - 8.5 MLW ~ ~ \ ~ ~ ~ \j
~ \ TIE INTO ICW j\~\ ~ ~ START OF D-D SECTION j~~~ \ START OF GC SECTION ~ / / / ~ / / / ~ ~ ELEV. - 9.0 MLW ' ~ ~ ~
g ~ CHANNEL AT EL~ - 9.5 MLW ~ i~\'%\ ~ , ~ "s / / / / / / / / / / /ELEV. - 10.5MLW / / / % / / / / ~ % / / ~ ~ / /i i / ~ / / / / NOTE: \i\ \ i\~i %~~j/~~%i~%~~j/~~j' ~i\~j/~~j/~~j/~~j/~~j'i y/~~~/~~~/~~j/~~j/~~j/~~j/~~j/~~j/~~j/~j% i ~j~~
CP-18
~~cor~~n~ c~e~ c uec RG~n~ ~Ya~FQaTFn RY A S~`A1 F FAr'T(~R
VLIN 1 IVnL vvnL. L. I Ir7V LJL.L. 1 \ 16.,0' %1 ?VI.I V ? I mom 1./ Amor ¦ / • w aM~ ft.- ¦ i ¦ w•
0
OF 12X TO BE SHOW SLOPE OF BOTTOM CONTOUR x
051 6801
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onsidered Amon the Ve , st C g
858 W~Il~amson Road ;
~ Z Mooresville, NC 28117
'=~P
[phone]
_ [phone] FAX ~ - a
website: www.rowboatcom y.com ~ ~t
DESIGNED BOTTOM EXISTING BOTTOM U
EXISTING CONTOUR POST DREDGE ONTOUR
BULK BEAD D
DRAWN DATE:
EXISTING DESIGNED BOTTOM CONTOUR B~K EXISTING BOTTOM POST DREDGING 1:4 S CONTOUR 1:4 SIDE SLOPE BY:
~ APPROVED DATE: -8.5 MLW , , I I I BY:
I- -7.5 MLW ~-----I
C 0.0 MLW II I .
~ I 1:4SIDESLOPE '~~~~'~F---~ O.OMLW I ~ . _ _ _ _ _ - - - _ , U PROJECT MANAGER: DATE:
- - - - - ~ . ~ I
- ' SCALE: „ ~
_ -
i ~ ~ J I
40'
40'
CANAL
NOTE:
1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES
SECTION VIEW OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,
CAMAlCRC AND ANY LOCAL BUILDING CODES.
A-A
2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1
HURRICANE
3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED
POLYETHYLENE FOAM FILLED FLOTATION.
4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL
STRUCTURE.
5 TREX COMPOSITE DECKING
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. ISSUED FOR: DATE:
7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP.
8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS
SHALL BE PROVIDED AT EACH BOAT SLIP.
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE
BOAT RAMP.
10 "NO SEWAGE DISCHARGE' AND "PUMPOUT AVAILABLE" SIGNS
SHALL BE LOCATED IN A CONSPICUOUS PLACE.
EDGE OF CHANNEL AS
SHOWN ON PLAN VIEW 1
EDGE OF CHANNE DGE OF CHANNEL AS EJ,IISTING BOTTOM SHOWN ON PLAN CHANNEL AS
EXISTING BOTTOM DN PLAN VIEW EDGE OF CHANNEL A
CONTOUR SHOWN ON PLAN VIEW
SHOWN ON PLAN VIEW CONTOUR r 9.5 MLW -10.5 MLW
DESIGNED BOTTOM CONTOUR ~ 1:4 SIDE SLOPE - DESIGN BOTTOM CONTOUR 1:4 SIDE SLOPE I
POSTDREDG - ~ POST DREDG
_ _ - - 0.0 MLW - - _ - i~ I i~ I
~ , I ~ ~ 1 i
o , i ~ r_-; I I I
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g 40'
v
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SECTION VIEW 0
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NOTE:
1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES
OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,
CAMAlCRC, AND ANY LOCAL BUILDING CODES.
2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1
HURRICANE
3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED ~ z
POLYETHYLENE FOAM FILLED FLOTATION. w
~ 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL , w
STRUCTURE. Considered Among the Very t ~ 4 ~t7
~ ~ 5 TREXCOMPOSITEDECKING 858 Williamson Road ~ ,M -z
aarti ~,Q 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS.
Mooresville NC 28117 ~ 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP, _ ~ ~ ~
[phone] ~ ~ . 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS '
704 663-5298 FAX ( ) ~
SHALL BE PROVIDED AT EACH BOAT SLIP. q
m ~ 0 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE webs~te: www.rowboatco p --:t~ c~
BOAT RAMP.
10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS
SHALL BE LOCATED IN A CONSPICUOUS PLACE.
DRAWN DATE:
BY:
APPROVED DATE:
BY:
PROJECT MANAGER: DATE:
SCALE: „ ,
EXISTING GROUND ELEVATION APPROXIMATE WATER ELEVATIO DURING DREDGING OPERATIONS TO A F PIPE SHALL BE POSITIONE END 0
W PROPER DRAINAGE OF BASIN TO ALLO
BERM TO BE CONSTRUCTED
FROM EXCAVATED MATERIAL
IN CONTAINMENT BASIN
FLASHBOARD RISER RISER
DREDGE DISCHARGE PIPE TO BE INSTALLED IN BAISN SO TYP. 30" DIA " IA D DISCHARGE PIPE
THAT NO EROSION OF ADJACIENT EMBANKMENT
OCCURS DURING DREDGING OPERATIONS 12
10 5 ISSUED FOR: DATE:
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~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~y~y~~ ~ ~ ~~~i~ ~~i~~ ~iv~~~i~~i~~i~~ ~~i~~ ~ ~ i~~i~~ ~ ~
~~i~~%~i~~~ i ~~~~~i i~ ~i~ ~ ~~i~~i~~~~~i~~%~~%~~~i~~i~~~~ i ~~~i~i ~ ~ CONTAINMENT BASIN SECTION ~ ~
~ ~ ~ ~ ~ ~ ~
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~ THE DREDGE SPOIL BASIN SHALL BE LOCATED ON THE PROPERTY IN
THE AREA OF THE PROPOSED POND. SEE SHHET CP-5 FOR LOCATION OF
9 POND. DURING THE DREDGING OPERATIONS THE POND WILL DRAIN OUT
TOWARDS THE MARSH. ONCE THE DRE~3+GING OPERATIONS HAS CONCLUDED
THE POND WILL BE REGRADED TO Tht c;UN I VurtS 5huvvN vN i nC
x PROPOSED GRADING PLAN.
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LAST REVISED ° LEGEND
~ `4 ~ 40.2
SOUNDING LOCATION AND DEPTH RELATIVE TO MLW DRAWN/CHECKED
, ~ APPROXIMATE EDGE OF SHORE LINE z MAC/JTW
APPROVED ° Z a
MAC Z
a W
GRAPHIC SCALE SCALE m ~\y N
J ti o' so' sa' ~zo' AS SHOWN z ~ °
AB E EDG VO U AVAIL PROJECT NUMBER
= 4 8 CU YDS -8 MLW = 27,382 CU YDS -9 ~ -7 MLW 16, 9 1' R EP = 14 449 1 0 R -9 MLW = 41,754 CU YDS W
1' OVER DEPTH = 10 960 CU YDS = 41831 CU YDS TOl ~ 1' OVER DEPTH = 14 626 CU Y (IN FEET) ROWB00244C ° ° TOTAL = 56,380 CU YDS \ °
TOTAL = 27,458 CU YDS TOTAL , . ~ INCH = so Fr. SHEET NUMBER N
a - M `5 ~ ~ o
a NOT S r
M ~ \ o
REVISIONS W
n b INNERSPACE 456 FATHO ETO and are expressed in feet and tenths t. Soundings were take by c•
below mean low water. ISSUED BY PPRV'D BY DESCRIPTION NO. DATE CP=21 J
Proposed dredge depth VA.......... K 2 c• P i`1 Q
w 3. Mean tidal range 4-p .
chart is subject to silting. The actual depth foilowing the date of the 4. The area shown by this These depths were found on 12~D4••••••• ,\2
survey may be less then the depths shown OF 1
Carolina State Grid (NAD 83). 5. Horizontal Coordinates System: Reference to North

W
404 WETLANDS CERTiFICA110N FOR cROArAN NAnoNAL FOREST ,4 EJ.P. i ~ 'ICA110N FOR. USACOE SURVEY APPROVAL 4 A S R11FI T10 WITH EF ENC TO OSE REA SO ETER INFO Y US OE or
. . N EN D ~ a
~ "This cartifies that this co of this lat acc N.C. 24 ~ py P this .plat accuracy depicts the boundary to the Jurisdiction of T. ~ a
Section 404. of the Clean Water Act under tF s ~S y q~ underoigned on this date. Act under the present lay and regulations as determined by the se up th curr t s tus of U. vs Ison, the rmy orps of E sneer do not t this time _ asst Tied tiara ver a tal a as o Isola d tiara sho o locat o the ferenc d - w w
Unless there is a change in the law or our p ( I r this determination of Section ~ a aw o our blished re ulations W ese d i t ve the Pu g ~ prope ra t a rat t de sion m ion is e A y C ps ass >u d o o o
a ~ ~ 4 404 risdiction-may be relied upon for a pei r+ ~ ~ ion for a period not to exceed (5) years from this date. This r Ten oia d a c,"
r I @ ! `U determination was made utilizing. the 1987 G s elineation Manual." ~ the 1987 Corps of Engineers: Wetland D
n I ~ ~ I • N g1 5 N,C.G.S, STATION ' j (Nam "WATER ~
?D ~ Name ~ ( ) NJ~.O. 83 COORDINATES
i i ( e) N= 355,885.791 FEET ~ > E= 2,603,013.715 FEEL p
o , ~ Title )
ROGUE SOUND ~ N F Date cn ( Z
• • • CORNER. NOT FOUND (Date) Alton R. Rouse O_
i c i n i a DUE TO ACCESS CIW~MIEL s q P.LN.6305.03-44-8635 2 In
Rs- 0
z a Or a
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o~D w~E FENCE ~ 2 W U D
ALONG uNES $ z N~ +
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ro ~ spy, ~ e~ c!' Also K q p • h~ f w a S
Bo ue Sound a ~ 9 ~ o ~ ti g ~ s~ an N z ~ kFS de ,
0 e~ ~ ~ o ~ z rs 44 5e»E ~cH C , s: • w y a z AT r@e 2806.47 ~ ~ ~ ~ z THI$ k
s4r ~ S ~ , ~ N ~ ~ z L GRID DISTANCE 1. ~ ~ N OG I N z , 0"11 w ~ °1 w ~
1Z2pO/ , ~1~. 90.00 Z20p ~ 18. + Z ~ ~ ao z 90.00 ~ ~ , ~ ~M ~ (R] ~ 8 y m o V ~ + W ~ O, J gw •U J
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EXI51MlG MARNN AND ! AQCESS CHANNEL E OF 8 ~ O d'
a, WATER EDG ,n m ~CONq~E AND A1tClIItECiUN. CONCRETE AND BLOCK ~1
" BIAdc BULKHEAD 0
y
WETLAND MEASUREMENTS NOTE
APPROX. HIGH ~ WATER uNE N AREA "A" = 1 701.20 FT WETLAND AREA "B° 8'41~51»E
WETLA D , TOTAL LINEAR FEET = 8 041.62 FT x•00' ' 6'o6»w
WETLAND AREA B = 8,041,62 FT SEE SHEET#002 FOR DETAIL 15.00
WETLAND AREA C = 18,235.43 FT
E.c.M, " " WETLAND AREA D - 991.,60. FT ISOLATED WETLAND #1
wETUra AREA "e• ro• n ENCLOSED AREA = 28,272.57 SQFT
WETLAND 1 = 28 272.57 SQFT ISOLATED ~ , APPROX.. 0.65 ACRE m
H F R .TAIL . _ SEE S EET#005 0 DE
ISOLATED WETLAND 2 = 1 761.02 SQFT
N . ISOLATED WETLAND ~3 = 22,564.73 SQFT
M w
y N »
WETLAND AREA C
= T TOTAL LINEAR FEET 18,235.43 F Bo ue Sound 9
SEE SHEET 03 & 004 FOR DETAIL i~
„ ~ WETLAND AREA A c0
TOTAL LINEAR FEET = 1,701,20 FT ~ ~
0 y~ ~ w ~ SEE SHEET X002 FOR DETAIL r.
h N N d-
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WEn.AND AREA 'C' ~ ~ m ~~JN
~ W Z ~ ~
O S O
~ ~ ~ ISOLATED` WETLAND 2 » . Q ~ ~ wETUr~ AIWA A ~ Z
~ ~D. 0~ ENCLOSED AREA = 1,761.02 SQFT \ (1~N
APPROX. 0.04 ACRE ~J W ~
~ ,m SEE SHEET~005 FOR DETAIL N
N O h
V ~ CL
WETLAND AREA "C" W
ro• Z
APPROX. HKIH n • ~+w
WATER LINE WETLAND AREA D W
TOTAL LINEAR FEET = 991.60 FT .ry'` N.c.GS. sTAnoN
E.LP. OF ~'P' SEE SHEET 05 FOR DETAIL o~R~o of OLD dRT PATH
w~ ? 1\=
hk v ti~ APPROXIMA q~ hMk f= 2, 2.538 ti~ , p~ 3814'E
OF SMALL ~ ~ ti N , ti 171.89 V
~ GRID DISTANCE .
1~ 5~ ~ ~ . ~ N.A.D. 83 COORDINATES 4)
1 6T N 5 ~ N ~ N= 358,975.874 FEET ~ ~ E= 2,605,732.818 FEET ~ ,~,r W ~ TE Z N o APPROXIMA + ~
'sx ~ ''1 X07.90' 8 3q , ~ c of OLD W a ISOLATED WETLAND #3 ~ c o0
0 iV
90 1 N 5 ENCLOSED AREA - 22,564.73 SQFT ? ~
ti y ~ ~ ~ N APPROX. 0.52 ACRE ~ ~ U ~
w x ~ o ~ ~ ~ ~ u' olD DmCH M.ONii TINS LINE ~ N ~ SEE SHEET 05 FOR DETAIL W #0 a ~ tts
46'41'06•E ~ ni ~ C N
Z W ~m3 ~ ti NOTES: W
W ~ N W~ N i ~ ~ • b d 1. REFERENCE: D.B. ~ 'C 4) ~ se ti ?T ) 820, PG. 354; NCDOT PROJECT BOOK, PG. 281-283; _ 4~ ry ~ AN UNRECORDED PUT BY POWELL SURVEYING COMPANY ENTITLED SURVEY R1
W %y W ~ FOR STEVE STROUD, DATED MAY 10, 1985; AN UNRECORDED PUT B'Y . '2 ~
~ .s ~ SO 0`0 . ~ S ^ POWELL SURVEIING COMPANY ENTITLED SURVEY FOR STEVE SIROUD, DATED M S 08'12 57•W r ~ Q s? MARCH 1, 1985; AN UNRECORDED PUT BY J.P. MCLEAN ENGINEERING W
~i O O N F ?d ASSOCUTES ENTITLED PROPERTY SURVEY FOR E. STEPHEN STROUD, DATED
W ~ N F E.I.P. IN ~ ~ ~ INTERSECT E.LP. NV CQITERLINE MARCH 5, 1986. • IMERSECnoN OF DIRT Viola Ucafi et al 2. rAx P.I.N.: 6305.02-55-4828 63G5.o~-84-1254 -
4,y0'E, LINE OF PATH 1 ~ sANOERS CREEK Sue Bulidrd , ,6305 02-65 1855. PATH AND OLD DITC .LN. 63OS.O2-66-58 3. FLOOD IONES ON PROPERTY ARE ZONE X, AE(0.8), AE(EL9), VE(0.10 ,
Bo ue Sound 5~ 9 P.LN. 6305.02-76-3489 PER F,I.R.M. 3720630500J, DATED JULY 18, 2003.
s~ 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, I~REEMENTS, ANO MM W RK+'H1S OF WAY OF RECORD PRIOR TO THE DATE OF THIS PUT.
d~ w 5.) THIS MAP REFLECTS NEW RN'~iT OF WAY SHOWN ON NCDOT PROJECT
80 t BOOK, PG. 281-283 AND LOCATED NEAR THE NORTH WEST CORNER OF THIS State of North Carolina TRACT. THIS PROJECT' ALSO INDICATES AN EASEMENT FOR DRAINAGE NEAR
G w Craven County THE CORNER OF TENS TRACT. THE TAIL INTCH EXISTS BUT THE
'o g EA~IT AS SHOWN ON THE REFERENCE PUT IS NOT POSSIBLE TO LOCATE.
~ a I Jock P. Huddle, certify that this map was drawn under my supervation from an 8.) BOUNQAR1f SURVEY INFORMATION LS TAKEN FROM THE BWNDARY SURVEY
Le end ~ o 9 actual wetland survey made under my ~pervision. This map woe r ared in DONE BY "PRESTIGE UND SURVEYING P, A, DATED NOVEMBER 9, 2004. PROJECT N0: P eP W
EXISTING IRON PIPE _ E.LP. ~ ~T E.C.M. EXISTING CONCRETE MONUMENT J SUy accordance with G.S. 47-30 as amended. Witness my on anal signature, 501 B. McLEAN ~vD. CAPE CARTERET-SWANSBORO, N.c, 26564 DATE: 02/03/2005
EXISTING IRON REBAR E.I.R. ~ VER SH T C HET 0 1 S r istration number and seal this T~ da of ~ ' 2005. [phone] eg y 7.) ADJOINER INFORMATXN FOR THE WEST SIDE OF PROPERTI' STARTING AT SURVEYED BY: 8 HARRELL
E.P.K.N. EXISTING P.K. NAIL ~y,~n E.RR.S. EXISTING RAILROAD SPIKE » » » » N.C. 24 IS AS FOLLOWS: RALPH C. RUSSELL P.LN. 6305.01-36-8160, .DRAWN BY: ~ DEBORAH H. SWNN P.LN. 8305.01-35-8951, DAVID J. LEONARD P.LN.
. A?TE A A AN ~ T H EA. EXISTING AXLE ~d'""~"+ah~~ 8305.01-35-9883, RICHARD P. BAYUSS P.LN. 6305.01-35-9687, CHECKED 8Y: J HUDDLE
n 1 n CCT IDAAI Qia' ! ~ W~.V~~w!r Vr. _ ~ - _ N _ M _ _ _ _ - - . .~~s'~N.~A"?4. /7 s ,ti ~ ~ 6305.01-45-0407.
J.1 f vVI 11Av111 rlrl_ y7 T- O" C,. _ 8. EXISTING IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED. NO CORNERS APPROVED BY: J HUDDLE
S.C.M. SET CONCRETE MONUMENT SANDERS CRUX SH T 003 WETLAND AREA --C-- - S.P.K.N. SET P.K. NAIL A SET OR FOUND IN CREEKS OR BRANCHES. 4
CENTERLINE (PART -2) WETLAND AREA C 4 H T _ P. Huddle RLS SCALE: AS SHOWN Z • SEq~ DRAWING NO.:
RIGHT OF WAY a ? h R RADIUS N /F 4 2 f . TIZ
A ARC SHEET# 005 AN AREA "D" ISOLATED - 200 0 200 400 600 SHEET T OF 5 ,OLATED WETLANDS Registration Number
M.B.S.L. MINIMUM BUILDING SETBACK LINE FIVMP, LLC r
S.F. SQUARE FEET M.B. MAP BOOK P.I.N. 6305.02-96-1604 p GRAPHIC SCALE IN FEET
D.B. DEED BOOK CP-22
A.E.C. AREA OF ENVIRONMENTAL CONCERN

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40'X15* MAN MADE WETLANDS
BASIN, REFER TO "ESTABLISHING
EMERGENT VEGETATION DETAIL"
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,,,-- RECTANGULAR INLET WEIR PLATE
WITH SLOTED BOLT PATTERN FOR
ADJUSTMENT ELEV. = 14.14'
6$- RECTANGULAR WEIR PLATE WITH - DISCHARGE WEIR WALL
SLOTED BOLT PATTERN FOR
2' ----- ADJUSTMENT ELEV = 13.50'
CONTRACTOR SHALL EXCAVATE SLOPE EXISTING GRADE 3:1 TO
3:1 SIDE SLOPE 40'X15' MAN MADE WETLANDS ANDpf BLEND INTO DISPERSAL CHANNEL
PLANT SUITABLE VEGETATION [�- 6
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Cary, North Carolina 27511
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R. A. North Development, Inc.
Carteret County, North Carolina
EXISTING DESIGNATED
NATURAL WETLAND
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C-18
;TATUS: FINAL DESIGN REVISION
OT RELEASED FOR CON STRUCTI OI'

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CLEAN OU TYPE 2 / _ ~ ~9 DO NOT DRINK ~
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,2 X. WATER SURFACE ..ELEV. = 175 0.78 AC N LAN U EAN OUT (TY 1)
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SEE SHEET D-6 F(~R SEC CONTROL PIPE (GW CD)
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: - : i
0 Bonn Location 500 Buffer Surroundin WWTF 4 ,1 ~ , 1 i
g 9 : ~
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. ~ Contour Line 2ft Existin House ~ ti 9 ti
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Subdivision Bounda Existin Parcel Line ~ ~ rY 9
~ a ~ ~ : - W E
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cannons ate %-j uoaivision uraina e rona
Street Centerline ~ Wetland 1 inch equals 200 feet S
.ice
Stream
" ~ 0 250 500 1, 000 Feet
II ~I ~

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CANNONSGATE AT BO MAJOR CAMA PERMIT White Oak Township, Carteret Co DEVELOPER (APPLICANT): OGUE SOUND a
O U
T REQU EST
~t County, NC
SHEET INDEX
COVER SHEET
EXISTING CONDITIONS CP-1
R.A. North Development, Inc.
OVERALL CAMA PLAN CP-2
110 Matthews Station St. SHEET REFERENCE PLAN CP-3
PHASE 1 EAST ENLARGEMENT PLAN _ CP-4
Suite 2 D
Matthews, North Carolina 28105 PHASE 1 WEST/PHASE 2 SOUTH
ENLARGEMENT PLAN CP-5
704-321-0401 PHASE 2 NORTH ENLARGEMENT PLAN _ CP-6
704-321-9823 (fax) ROAD SECTIONS DETAILS CP-7
UTILITY PLAN CP-8
[e-mail] Vicinity Map UTILITY PLAN CP-9
OWNER UTILITY PLAN CP-10
UTILITY PLAN CP-11
Eric S. Stroud DETAILS (PIER/BOARDWALK) CP-12
P.O. Box 1550 f~ DETAILS (WETLAND CROSSING) CP-13
ENLARGED DOCK PLAN CP-14
Raleigh, North Carolina 27602 BOAT RAMP DETAILS CP-15
919-832-0594
FLOATING DOCK DETAIL CP-16
DREDGE CuN~IGURATION CP-17
CONSULTANTS: ~+''`2° ~ PROFILE OF BASIN AND CHANNEL CP-18
landscape archite CANAUCHANNEL CROSS SECTIONS CP-19
SPOIL BASIN DETAIL CP-20
JDavis Architects, PLLC - : HYDRO(~RAPHIC SURVEY CP-21
510 Glenwood Avenue, Suite 201 , WETLAND SURVEY CP-2..
f-
Raleigh, North Carolina 27603 a..
919-835-1500 Date Submitted: June 15, 2005
919-835-1510 (fax) kent a~'daroisa~cha.aom (e-mail) 1ti
ry Revisions:
ti
ROGUE SOUND
engineer/surveyor
Q~~em~ o~
Carolina Engineers
JuN 2 2 2005
2500 Highway 70, East NTS
P.O. Box 1578 r~ni~iiios~uw.~n~ n~
New Bem, NC 28563
252-633-2424
252-633-1370 (fax)
[e-mail]
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~ ~ ~ 1 I ~ GENERAL NOTES I ~ t--- _ J Z rn
) ~ b s I ~ ~ ' I a W x f ~ _ w ~ ~ ~ 1. ALL CONSTRUCTION TO CONFORM TO CURRENT 1t ~ I t ~ ~ ! ~ > Nry_~ -
N~ / ~I ~ ET COUNTY STANDARDS AND SPECIFICATIONS. / ~ a ~ W Fr o CARTER VATE. SEE ` ~ ~ ° ~n
~ i` ~ HVMP, Ll~"J / RIGHT OF WAYS TO BE PRI ~ (0 2. ALL ~ ~ s LL C=""
~ /196-1 X04 / _ 1 P.LN. 630 ICAL ROAD SECTIONS. , , ~ o - Z Q ~ \ TYP IC AND CAN, ~ t~ F r~ Z ~ 3. ALL UTILITIES, INCLUDING ELECTR ~ ~ Q
//11 e \ ~ G s w Q of ~ N ERGROUND. ~ \ EUD ~ ARE TO B \ r_ f ~ ~ V
"'•:.r 4. FINAL PLAT TO BE RECORDED IN ACCORDANCE ~ z MENTS. ° ~
l ~ f• ~ f y'~~. ~ ~ ~ ~ a ITH ALL CARTERET COUNTY REQUIRE ~ ,4 v _ _ D IN ~ -•a~^'` o ~ ~ ~ M ''a W ONE OF THE 525
ri 1. \ 5. ALL AREAS NOT INCLUDE t ti z o • ~ GNATED AS COMMON ~ ~ a Q ~ \ PROPOSED LOTS TO BE DESI ~
'n WILL BE UNDER ~ z Q c~.i • : \ AREA AND/OR OPEN SPACE AND ~ 0 0 y v
~ \ CONTROL OF THE HOME OWNER ASSOCIATION. ~ t ~ n U z 1 .f•::r 9 A CENTRALIZED - t
~ ~ ` 1 6. SUBDIVISION TD BE SERVED BY \ ~ ~ 2 s rn ~ ` M AND A CENTRALIZED ~ '4 WATER SYSTE ~ ~ w ~
~ ~ , ~ : ~ i ~ ; , r.. r.: rJ \ Q PRIVATE n. ~ STE WATER SYSTEM. ~ PRIVATE WA z IQ 1 \ ,
, ~ r` I N
. ~ - ,1 ;1 ~ ~ ~ ~ ~ SURVEY NOTES: r 3
\ ~ ~ /SANDERS EK ~ \ ~ J 1. SURVEY WAS PERFORMED ON THE FOLLOWING _ w cn I ~ MAY 10 1985, MARCH 5, 1986 AND ' ~ DATES. y > ; , ~ j r. t w Q
'':r - ~ MARCH 1, 1985 BOGUESOUND ii a
~ 1 / ~ ~ 1 ~ ~~1~ 2. NORTH ARROW IS TIED TO NC GRID NORTH y ~ . \ m 7 ~ w ~
_ ~ NAD 2 _ ~ ~ _ ~ ~ \ PERFORMED BY PRESTIGE ~
: \ 3. SURVEY WORK c~ • \ VEYiNG P.A. 501 W.B. Md.EAN z o
LAND SUR _ \ SBORO NC 28584. 393-2129 z ~ t / ~ BLVD., SWAN ~ a
A WITHIN PROPERTY LINES LINE TABLE I \ ~ \ 4. TOTAL TRACT ARE m ~ \ S. RING °
~ ~ \ 1 / ~/rl,r/ ~ 1S 287.35 ACRE LINE LENGTH BEA
I s ~ i ~f J, l \ I l %r~r 1 / ~ ;,i Lt 15.00 N24'28'24"W
/ I J I t ~ ~ ' - L2 64.44 N21'15
4 r / ~ ` ' ~ 55.00 N41'01 25 E L3 0
r ~ ~ ~ ~ 1. ~ ~ ~ A L4 53.00 N05'O6 25 E ~
1 ,rr--_-1 ~ , , \ L5 53.00 N12'29
1 ~ ~ s / 1 I I ~ ~ , , ~ ~ ,l. ~v a
r-,J ~ ~ I \ ~ ~ ~ \ 1 i ~ . \ Le end
: ~ ~ I 9 - ~ E.LP. EXISTING IRON PIPE F y -
, ~ , ~ 'I ~ ) 1 ~ 1 / i i L ~ , -r.. f.:• 4 ~ E.C,M. EXISTING CONCRETE MONUMENT }
I ~ ~ ~ < r':.:.::./ = •t:~::• \ E.LR, EXISTING IRON REBAR z t ~ ~ x........,.::a:::...:.. a : ~ \ ~ EP.K.N. EXISTING P.K. NAD SPIKE p
~ Y-- l' ~ ~ r> > ~ ~ I •i ~ ~ ~ ~ : ~ ~ ~ E.RR.S. EXISTING RAIU20 i ~ ~ : EA EXISTING AXLE
r ~ I i \ ~ 1• S.I.P. SET IRON PIPE
L ~ ' ~ ~ 1 ~ ~ I S.C.M. SET CONCRETE MONUMENT ~ 1 ~ : ,~•1 S.P.K.N. SET P.K. NAIL
o r~ r_.,- , _ / ~ r / l r ~ / ~ % ~ ~ / ' ~ ~ CENTERLINE ~ r / ' 1`-`~ RIGHT OF WAY a / ` ' ~ RADIUS w
l < ~ R m C ~
~ l ~ t~r-~`~~ \ \ \ A G SETBACK UNE ° ~ M.B.S.L MINIMUM BUIU)IN ~ ! ~ I r F` 1 ~ g,F, SQUARE FEET >
F I ~ ~ _ I ~ w ~ ~ ~ ( ~ ~ ~ MAP BOOK ` M.B. DEED BOOK ~
i ~ ~ 1 ~ ~ D.B. ~ ~1 ~ I t ~ ' ~ IRONMENTAL CONCERN L••
z ~ , , ~ ~ (r ~ ~ A.E.C. AREA OF ENV ~ ~1~ U ~ \
! l ~I I k ~ ~ ~ Z y / ~ ~ 'r ~ O
/ Q ~J ~ ~ ~ ~ ~ / ? / 404 WETLANDS (WffH MARSH) z
~ ~ i / ~ , ~ ~ - is i:.: 1 ~ , , 'cari a ~ , ,.u. ~ ? `r-'~-/' _ ~ ~ ~ ~ X ~r NE w \ __~1+_i~ CAMA VEGETATKNd U ~ ~ , ~ ~i ~ w
.LN. 6'305.0 S r ,I ( \ ~ \ ::r.•; \ i j r! / J o ~ ~ ~ N MARSHUNE ~
~ ~ 1 ! 'iii I ~ f' a
sir / I l \ ~ ~ - t. r i t ; . - - - - - - ~ -NORMAL HIGH WATER (NHW) . ~ 0 I I 3 ~ t ~ ; '~i ~ ~ .
. • • ~ rl ? ~ r ~ ~ ~ I TREE UNE w r I ~ ~ ~ ~ z •
1 ~ Q ~ J - - - - ' CAMA SETBACK NWH
n U r~- i ~ A A~ ~ d' 5...
rl I - ~ ~ t' 75 AEC p
~ - 575 GRIM
I l i ~ :r~:• 1 ` ~:r:: / I ~ ~ r : ~ - ~ l - _ _ - - -PROPOSED RIGHT OF WAY
Q i-',, ~ , << ~ ~ l , ~ j , - ~ ~ / - , r ~ ~ - - ~ ~ ~ ~ ~ ~ I - - - - PROPOSED LOT UNE Z ~ L /i4, ~ /
Z`' ~ 1~ 1 ~ r I/ ~ 1 .I x,. / ~ ~ EXISTNIG CONTOUR W I ! ~ -
r ~ ~ r ~ r l _ T: ~ ~ / ~ \ ) ~ ~ r ~ ~ ~ _ PROPOSED CONTOUR v
` /
I ~ ~ I ~ o ~
1, \ ~ i 1 ! ~ ~ ......1,...... ~ i ~ I , I'll ) ~ ~ I ~ a ~
~ ! - ~ I ~ i r , ~ ~ r ~...:1`.• •:::!c...::: - . ~1., , • . fir"'.' ) r , ! I II 11' 1 r \ I ~ ~ v 0
Q J i ~ ~ 1 r ~ \ ` .;?Y. ice' -•::~:.•i<..,.~;/";~...- ~ ~ 1 ~ l ~ V, ~ f~ 1 1 1 ~ o
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I I ~ • 1 - ' \ ~ - \ \ t I ~
~1 i .•7: i:• r J ~ i ~ a ti y ~ y ~ ~ I ~ ! r ~ ~ CHANNEL Z 1 I ~ l ` . ( W
I ~ ~ it ~ ~ : • . I ~ ~ r ~ MApKER R-32• I m
1 ; ~ ~
N:357,038.4B9f~~ i.. i. 11 / ) ~ / 1:::::::. •~,k:.~'.. i r 1 ~ ~ l i 1 72 FEET ::r ::1~ ~ r ~ / , r / ~ i ~ \ / ~ o \ I
W ~ I
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...I r~._ 1 / ...L. ~ / ~ r , . . ~ o J I a
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I I ~ I ~ ~ ! ~ ~ r / ! "~G' ~r ,r g ~ ~ 1 ~ I~\ 1 :I 2 I I 4 ~ ~ ~ / 1
I ~ I' i / I 0 r ~ ~ ~ , ~ p PROPOSE ~ , ~ , I ~ 75 SLIPS ~ , , , ~ ~ I I ~l > r ~ , ~ w
l ~ •:x~~ rt• :a::~: :../-•:.;:~::~~:-t: ~.I . t it ~ r ~ 1 ~ . r ~ , I ) A V ( x ~y l ~ ~ I I W I ~ t,
~ - t ~ ~ z i ~ I I I I- / ~ ~ -
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r ~ _~r'~'~~' ' ~ \ ~ I I a r , r'' ~ 1~ ~ ~ 1 1,~1 I 1 C'
v Z I. ~ • I ~ ~ ~ ' ~ ) .1:. v / r ~ t: :f::: ' 1 ~ J ~ ( , ~ ~ ~ , ~ ~ ~ I Q I W ~ ) r t'V~' " F ? ~ ~i 1 1 ~ ~ o
l ~ ) r ~ 9 , _ ~~~ti, I o
~ ~ 's^.1.:t~.`' i r? i \ - 111 t I'- I ~ ~ / f'::: / ri / /-.r ~ ~ / ~ ~ ~ ~ I
.i- i . / . ~ ~ i ~ H v ~ ~ ~ ~ ~ \
O f ~ ~ ' - ~ C ~
`''+1/ \ r ~ ~ N I } ' ~ ~ i ! ' ~ ~ `I a DATE I ~ ~ ,~r - ~ ~ ~ I ~ ~ ~:~i~ i r I ~
ti I ; / f I ~ 1 it ~ ~ , ~ dp r / :~`J:: r ~ r / I i / 1 ~ ~ r \ :y.' :l: - ~.,i` ~ / I ~ ~ t~~ ~ 1 ~ ~ i .a •i I r.' I ~ ) I i 0 l ~ I •~~f:::-~' ,,1.,~,. r~ ~ ~ ~ V ~ ~ I I l7 i C` ~V ~ ~li, II U I i ~ ~ ~ i ~ ~ ~ l ~ 1 ~ ~ I t ~ _ RAM•oa145 05 I ~ CT: ~ I ; PRO,
~ 1 ~~~1 i g
~ ~ ~ ~ • ~ I REVISIONS: COMMENTS 0526.05
~ T
~ ~ Z I
~ ~ , ~ ~ _ ~ ) I ~ ~ k" '--y~ l ~ ~ I -
~ ~ ~ ` ~ ~ L I W
J' ~ i _ A ~ ~ ~ - ~ ~ ~ I ~
1 1~ ~
~ ~ ~ ' , 1 ~ / ~ / - ~ ~:-5~:: I i ~ y .,~',r ~ ~
1 ~ ~ l I ~ ~ l / 1 ~ ~ ~ ~ ~ ..L: vv + rte' ~ ~ l ~ ~ I / ~ ~ I ~ ~ ~ ~ ~ . I I KT SB ~ , ~ ~ ~ i ~ I ~ DRAWN BY:
~ ~ ~ 0 I , ~ ~ I I X KED BY: lZ
~ ~ w~ ~ ~ . ~ / ~ I w CHEC
r i ' ~ ' ; ~ I CONDITIONS / ' ~ ~ 1 i ~ CONTENT: EXISTMrG i t y ~ I~.~ } 1' I
~ ~ ~ I w
Waste water ~ ~ ~ x ~ _ , J; ~ l ; r i ; C_
600 o r ,facil' 4W 200 \ 100
U~l
H_ n_, I N 8 CP-l
LAVER MANAGER: O.200SCALE EXISTING O Fcp
E-y 715

U
GENERAL NOTES '~a fj~ 1 ~ ~'ti a ,r' ~ ~ " ! I o
TOTAL DEVELOPMENT AREA R acre AREA INSDE ORW UNE ~ dpi U. BUILT UPON AREA • SUPPLEMENT FORM r4 SUPPORTING DOCUMENTAitON ~ Area of 12518988 287.35 Area of property 2473487,3 56.78 \ ~ ' ~ I If ~ y 1. ALL CONSTRUCTION TO CONFORM TO CURRENT + ~ ~ ~
Deveb ble area SA 10869380 zszz6 ~ a~ SA 2370036.3 54.41 rots Derelamterd era \ \ ~`r CARTERET COUNTY STANDARDS AND SPECIFICATIONS. ~s t`~ ' t ~ F- I~ ~
tMPERVI0U8 AREA Taaal NumMrof Lob wfih vested area ot3200 sq.fi 371 N F t I a .fl 74 / a 2. ALL RIGHT OF WAYS TO BE PRIVATE. SEE TYPICAL ROAD SECTIONS. "~-~'''l a ~
otraane streets IMPERVIOU8 AREA rom Number ~ area ~ 3t>go q, t4 HVM P LLC I / Tobr rvla~s toads area RA 790561 19.15 - (A1 Orret~e Stt~eb Total Nua~er of Lots with vested area of 2880 aq fi ~ - / ~ _ ` t°~ 44 ~ ~ ~ ~ ~I ~ 3. ALL UTILITIES INCLUDING ELECTRIC AND C y _ ~ W x
P.LN. 6305.02-96 1604 - , ARE TO BE UNDERGROUND. ~ ~ ~ ``•4 'a 6 ~ ~ -
on•site tiidewaU~ Total im toads area RA 149478 3.43 (A) Total Nunl6er of Lob 525 / • . ToYdd rvious sidewalks area 63632 1.46 - fa) Total Lot Ana (FR. FT) 6243762 ~ ~ //3 ° . . ' .c s 1 G ~ o G c? ~ o • ':-.s \ 4. INAL PLAT 0 BE RECORDED IN ACCORDANCE I ~ ~jt a I } Z • o
additional i 'ous skta-+xalk area 40580 0.93 --(Bt} Total Vested Impervious Area {SQ. FT.) 1832eg0 ~ / / _ ~ ~ . ToCrl 104191 2.39 OIFiR4 $idewetka Total Yesbd Impervious Arm Percentage 31.13°k / / ~'~r• / . WITH ALL CARTERET COUNTY REQUIREMENTS. ~ 7_ _d ~ • / 5. ALL AREAS NOT INCLUDED IN ONE OF THE 525 ,5 I ,l F ~ x•;~ _
Total im s side-w~dlks yea 9880 -----lB) ~ ~ / PROPOSED LOTS TO BE DESIGNATED AS COMMON 4 ,'ti - z ~ ~
Club Nome a Parlrrng eddidtmal im 'ous aide-wal area 5597 (B1 y Ana l~r da aRVlr Lma \ ~ / - ~ - ~ - aerkrcrg 292a2 Total 15427 0.35 Total Number of Lob with vesbd area of 30a0 sq.fi 7a \ \ ( / . ~ : ' - • ~ ..1 • - C: \ AREA AND OR OPEN SPACE AND WILL BE UNDER ~ ~ z ~ ` V
Tennis Court 14400 ~ / .y--`<' h A/ - Total I~mber of Dots witll rested area of 2880 sq.fi 74 \ \ J / - . 4 g, . 4 g . 4 / Club House 8319 \ / : t€~ 1E ' - 4: / a/ / \ CONTROL OF THE HOME OWNER ASSOCIATION. I t ° a~ / ~ l~ ~ / ~ ~ 6. SUBDIVISION TO B SER D ~ ° ti' ~ -
Total' rvious ClubHouseBPa ' 50001 t1 •----(c} OA- B (Bt) 1542 0 5 r \ ~ / / q: oral Number of Lab ~ ~ r/ - \ E VE BY A CENTRALIZED ti, ~ !,4 ° • / r/ ~ ~ k.:. \ PRIVATE WATER SYSTEM AND A CENTRALIZED ti, t y a - ~ Q ~
roblLotArea 9Q. trfss37 ~ ~ \ ~ waatawaar Faoaity a soar boroga T I im ious area = A + B + B1 i ~ \ ~ a - • PRIVATE WASTE WATER SYSTEM. z ti
Boat alas 80000 ota Total Vesbd tmpervroue Area {tilq. FT.) 426240 \ ' \ ~ \ ~ 1 ~ ~ Total im ious area 164905 3.793 (C) Taal Vosted Impervbtrs are Perceabga 24.ea^,~ ~ row tad 20904 ~ ~ _ U \ 0 ~ I ~i _ ~ z
Total rvious s BS area 808D4 1.86 (D} \ b . / - 4 I + ~ r
= 25 % of De ble area LOTS 305-346, 369-375 AND 427-525 ARE WITHIN THE ORW. ~ ~ ; • \ Total allowed lm us area ~ OA= B + B1 + C + D 235995 5.49 LOTS ARE IDENTIFIED WITH A DOT BULLET IN FRONT OF THE LOT \ :pie #2 I \ ~ SURVEY NOTES: I ~ rn ~ 1. SURVEY WAS PERF RMED ON I a
( Total allowed im ~ousarea 59250` 13.60 (D) ~ ~ • V c`S' NUMBER. \ (85LF}, \ T0tal1 Nlousafea= + B + B1 + C + D I ~ ~ O.S. .A :•;;r`•~:•:::-:: : -~~;~:::.::~~~:~::_:~:':::~•~:`'•:::::-Y.~ 0 THE FOLLOWING , r z ~ ~ w Q ~ DATES: MAY 10, 1985, MARCH 5, 1986 AND ~ -
_ _ Marsh ~ • Total i rvious area 1025676 23.56 (EI Total allowed irnptR'uious area for 148 lots C • ~ ~ ~ ' ~ ~ i ~ ~ MARCH 1, 1985 ~ ~ o
47604 9.82 piers y. • ~ ~ - Total allowed im 'ous area for 148 lob 2 \ T~ ~kAVed i area Z5 96Of ReNeb b area y 0 07 ituIPERVIOUS AREA 1MTHIN 75' AEG AT MARINA / ~ \ / . • I t • - ~ . i ~ s - ~ N - 2. NORTH ARROW IS TIED TO NC GRID NORTH BocuESOUND ~
T I lowed' a 27a734o s3.o7 Total allowed im us area er Tot 288 - ~ . • ota ~ are (Fi / / ~ \ _ / / tt~4 • NAD 27 = ~ VE WORK PERFORMED BY PRESTIGE w
TotalaikAVedi areator6251Dts= -E TOTAL AREA WITHIN 75' AEC 98,062.66 SF (2.25 AC) \ cgs"' / .e ~ . i LAND SURVEYING, P.A. 501 W.B. McLEAN ~ Q
Total alkwred i area }or 5261ots 1721 39.52 U8111A Famtala ~ / v / Tote) alk>,ved i area riot 3279 0.08 BUA! Lat = SA x DF - RA -QA I ND. LOtS IMPERVIOUS AREA WITHIN 75' AEC / ~ / /~v• ~ • > \ $LVD., SWANS$ORO, NC 28584. 393-2129 w o
BUA / Lo 2889 0,07 ~ ~ ' - - - BOAT RAMP 1,824.40 SF (0.04 AC) ~ _ / / ~ , p ~ ~ - us{aa Formula / ~ i P~ x n ~ 1 \ J' ~ Y, - ~ a ~ • • • \ 4. TOTAL TRACT AREA WITHIN PROPERTY LINES = 3
CONCRETE WALKS 17,849.22 SF (0.41 AC) ~ . ~ / O.S.: ~ BUA r ~ = sA x t>F - RA - oA r No. Lots Pro sad BUA 1 bt = 3080 .it for 74 tots + 268U .ft for 74 loss / / : o • J• i IS 287.35 ACRES. PROJECT STATISTICS a~
8UA! lot 3279 008 ROADS/PARKING 10.1 X81 SF (0.23 AC) / 'S ~ ~ d r a~ 426240 8.79 ~ ~ Total ro btu area fo I TOTAL 29,851.43 SF (0.69 AC) 4 / f / • \ z ~ ~ TOWNSHIP WHITE OAK ? ~
Pro sad BUA r tat = 320D .8 for 377 bts+3080 .tt fa 74 lofs+ 2880 sq.R for 741ote Pro sad DF = BUA !Lot No, Lacs + RA + OA l SA ~ ~ • . ~S Total a rvkws arm for bts 1632640 37.45 Pro Sed DF 24.9446 / y ~ ~ ~ ~ • ~ • • ~ \ ZONING FLEXIBLE R.R. P.U.D.
% OF IMPERVIOUS WITHIN 75 AEC , "•I,,. P sedOF=(suArtaNo,tws+Rq+(}A rsA Total ro di iousarea 591145 13.57 ~ ~ 1 ~ m ~ + i~B ~ ' \ TAX PARCELS #S 6305.02-56-7280 0
Proposed OF 24.19% 29,851.43 / 98062.66 = 30.44X ~ / - ~ - • e . y r\ Tod etas 2658316 61A3 ! ~ ~ . • ~ \ 6305.02-55 4628 ~
Future devela t area 1364 0.03 , • ' n • Furore memo e9oz4 2oa • ~ °y ~ • \ 6305.04-84-1254 \
` • T-- I/ ~ , ~ OWNER ERIC S. STROUD o
BB,,~~ I . ~ ~~i' _ ~ _ i~C',. P.O. BOX 1550 ~
• I ~ i ~ i RALEIGH, NC 27602 ~ ~ a - i ~
. • \ [phone] ~ ~ a
~ o \ DEVELOPER R, A. NORTH DEVELOPMENT INC. a
J r . • ~ ~ • 110 MATTHEWS STATION ST. \
~`j . • ~ / }f • • , ' SUITE 2D ~
1 e - , VVV7777 MATTHEWS NC 28105 } ~ ~'~..::~::•:~::r:•:: \ 2.9 UNITS ACRE
l~ I / ~ TOTAL PROJECT ACREAGE 287.35 A RES °
/ / - - / Marsh Pier #3 - - n l ALLOWED HOUSING DENSITY [phone] °
. p ~ Ter 21 ' ~ s ~ ~ • ,g • ~ ALLOWED UNIT CALCULATIONS z - ~ ~ , ~ TOTAL PROJECT ACREAGE 287,35 ACRES m
Sue Bullard .-i . :~1: 1 ~ s~ - ~ • ~ ~ ~ • ~ LESS 10% 28.74 ACRES Q
~ J P. L N. 6305.02 76 3489 - • ~ o ~ ~ \ LESS AREAS IN COMMERCIAL ZONING 6.40 ACRES w
N~F . ~ o n ~ ~\i ~ \ 15'x15 m \ ~ • . • ; ~ ~ G NET ACREAGE 252.21 ACRES o
Viola Licar ~ • .i ~ - ~ en9l10 x 2.9 UNITS ACRE x 2. ~ • •i v / 9 UNITS
- -5839 ~ ~ : i`~:::~ ~ : ~ ~ 1 1-, t P.I.N. 6305.02 66 ~ \ - FRr ~•iJ ~h -1 TOTAL UNITS ALLOWED 731 UNITS W
/ i1 J/ \ w L ail _ ~
/ i` o.s • ~ •m - ~ DEVELOPMENT DATA a U
I~::•:~•~:::.-.. ,i~ ` ~o ~ ~ i~~ o ~ \ / z \ / ~ PHASE I
~ L'~ ~ ~ ~ ~ TOTAL ACRAGE 170.67 AC w ~
~ , 1 / rr ~ ~ ~ ~....-::::III ~ - ~ / i i TOTAL HOUSING UNITS 274 UNITS w ~ .,}.r
I J I GROSS DENSITY 1.61 UNITS ACRE m ~
~ • . ~ ~ ~ J PHASE II ~
~ j..7 ~ I \ TOTAL ACRAGE ~
1 ~ ~ o . / \ TOTAL HOUSING UNITS 2 1 z U ~L~ • I :1;•; 1 ~ 5 UNITS ~
/ Hates ~ • GROSS DENSITY 2.15 UNITS ACRE ~ _ ~ . ~ I /
I T ) - , - ~ PHASE I do II T TA o L
_ I ~ . ~ - • ~ 0 L ~ • • - • • - ~ ,y ~ • • 1~ - I TOTAL ACRAGE 287.35 AC - O • • Lyl LL
` " n'1 ~ :::;~`1 I TOTAL HOUSING UNITS 525 UNITS ° \
~ t Pond / ~ : , ~ Z t r r ' I I ' • GROSS DENSITY 1.83 UNITS ACRE r ~ / z
~ Z U ~ i ~ ~ PUBLIC OPEN SPACE 0 AC - ~
t Inl - - - ~ ~ I PRIVATE OPEN SPACE 100.71 AC 35.0 ° 5 • ICI l ~ w
r . • _ . _ • • • - • • ' j I LF OF PRIVATE STREET 22,723' a g _ o Q
U ' ~ Wastewater t , , / / A ~ ~ :.c . os. - AREA IN R/W 27.74 AC ~ o.s. - ~ O -C
tuD. to cooaauhs Poond I a+ac sir _ - - fi o - -1--+ to
N-xe,9Ttu7,rEEr , •y on E- aeos,>au+e r~T Pond \ n I , ° a~ o w
a T f ~ ~ • y ~ ; a.s. . ~ - I Z . , \ z LINE TABLE N
N.C.GS, SrATiQI ~ 2 ~ formd o - - $p011 BSI / 'TANK' yt~ - >e N.A.O. 83 COORDINATES ~ . ,1 / ~ II ball - ~ z I • \ ~ ~ ~ / . LINE LENGTH BEARING _ • ~ 4' a/ I o
N. 357.03&489 FEET : f 1 ~ ' d11Ye S~ CP" E= 2,605,572538 FEET ~ ~ ~ / c--" I L1 15.00 I I I N24 28 24 W v
• • ~ I L2 64.44 N21'15 39 W ° Y
\ ~ ; ..-..:•.-:~:-~.:::::~::j• O.S. a ore ~ . _ ~ ? •I I Q L3 55.00 ~ ~ - / ~ I ICWIM CHANNEL I N41"0125 E a O
ro ' • • * _ L4 53.0 w ti / '-i ~ MARKER "R 32"I I 0 N05"O6 25 E ~ ~
. t - - ~:1:::::::.::.::::. ~ 9 s ' a M• • . I ~ L5 53.00 N12'29 07 W m v, _ ~ 0 I
W water ° ~ \ qe~ :-r: rite • \ ~ ~ , / \ .:.::::::::1.:::::::::::::::::, r::~ ~ Pond ~ ~ / \ . ~ , ~ / - N r W o ~ . / m~ : I ~ I
- • os. -
~ - _ Q Le end z • \ _ ~ . h I EI.P. EXISTING IRON PIPE w
. ~ a -l- -:t:: ~ os.' ~ I N ' ~ ~ \ / • • i I I EC.M. EXISTING CONCRETE MONUMENT a
::t• ~ ~ • ' \ ' • ~ I EI.R. EXISTING IRON REBAR ~ r r.. I J I EP.K.N. EXISTING P.K. NAIL z
• \ ~ ( I I ERRS. EXISTING RAILROAD SPIKE a ' / \ Q \ I EA EXISTING AXLE w
/ ' ~ \ I"" I S.I.P. SET IRON PIPE ~ O.S. \ ^ / 1-:• J (n S.C.M. SET CONCRETE MONUMENT w
~ Q S.P.K.N. SET P.K. NAIL ~
~f ~ ~ I I I ~/•4' - 4 I CENTERl1NE ~ • : ~ I.': ~ I vi ~ ~ ~ z ~ 0 /W RK~fT OF wAY
SLIPS PO d', Z I \ ~ ~.9' ~ ~ I R RADIUS ~66 i I A ARc
. _ ~::i~::::::::::. O.S \ , . ~F~/q A: - M.B.S.L MINIMUM BUILDING SETBACK LINE w / _ :•i 0 I
~ I Waste- r , ~ ~ ~ ..........L: • _ os. / I ~ I !r?~/ ~ • ~ I •~~~rr I S.F. SQUARE FEET w ~ ~ - ii:~ ~ Q M.B. MAP BOOK = I r-... I I
U - - - , :.r::::'::•:-::-:~.~::~:~:~:":~:•:~:~:-.~::::: water l f ~ ~ D.B. DEED BOOK z • ~ I W I AEC. AREA OF ENVIRONMENTAL CONCERN -
Z ::f::::::::::: Pond Q I ~ - ~ ~ Pond ~ I I o.s. / t• I O.S. • ~ \ a• : ~ I O.S. COMMON OPEN SPACE
• ~ , ~ 1 ~ 1 - ~ a i• ~ / Z I ~
J. S ! . ~ Q I , . , 404 wETw~os (wry MARSH)
~ m U = / ~ ~ ~„q/ ~ . I I LJMITS OF CAMA VEGETATION LINE w
/ 9/.. C ~ .I I I o
::r::': ~ I p~~-' - ~ ~ ~ \ . / l Y Pond • / / ~ ..9 a / ~ ~ MARSHLINE ~ I
::r...... / l r 9 I NORMAL HIGH WATER (NHW) w / J'1'` I =
~ / 1 ~ - - / ~ ( TREE UNE
- ~ L :.I / ~ ~ SQUARE , O.S. ~~1~ . R • ~ I - - - - 30' LAMA SETBACK NWH ¢
- _ / . / --I-- iii ~ ..~J , J f..
~ ~ l Soat storage ) - \ ~ . • 1 ~ • , ..^J'' , ~ I O.S. 75' AEC = 1 ' ~ ~ it
/ ~ - ~ • ~ • ~ . I - - - 575 ORW a
l \ - ( I I O.S. KENSINGTON ~ I J T ' a~ . ' o DATE J / J ~ : ; - -PROPOSED RIGHT OF WAY
- • / - J " ~ : ~ • - ~ - • ~ 3 PROJECT: RAM-04145 05,09.05 . :11E1L/tlY~ I ti.:....::::::'-r: I - - - . .J r I ~ ' ~ 4. .......s. .
/ ~ I Wastewater ' l . - - ~ i ~ a~ o I , • - • • -PROPOSED LOT LINE g ~'`f - J I Z REVISIONS: REVISIONS 06.08.05 •
I Pond -•t:~~::~:~::~::~::':~::--:~:~:--:-:~:~~:•:::::::::'::...:.: / ` to ~ / 1<~?• ~ ~ ~ ` i EXISTING CONTOUR ~
~ I I , r ...~r~...... ~ ' `a?~~ ~ I - PROPOSED CONTOUR ~ JO''`'B ' I ~
~ qCK~,,, - ~ ~ I F
rr ~ • - I m w
~ I . I
' ~ . J' J w I ` w
3 negcr ~ I ~ Q e~, -
~ rite water • ~ ~ . i'.': i o NDgR I Y v?~ I I m
3 ~ ~ facili ~ 11 i• y ~ ~ ~ I ~ DRAWN BY: KT, SB
I~ W 3 ^w L;ntL;rctu ar: Lc
200' 100' ~ / 1 ~r.. • 0 200 400' 600' CONTENT: OVERALL CAMA PLAN
3 I ~ ,
I = U
. ' STAnON SCALE 1" 200 . ~ I <
'NEATER' N.A.D. 83 COORDINATES F . I co > I a
p N• 355,885791 FEET E~ $803,013715 FEET . .
; ::::.t: o I o
a ONN os'V f N CP-2 LAYER MANAGER: 0200 SCALE O

U J J
a o
ui
w (,.-,_._s._ ~ ~ Sri x
\ v b ~o U ~ ~ T
~ 1 a I N/F a ~d J W ~ ~ u ~
~ ~ HVMP LLC I ~ ~ ~ ~ L - a - ~ ~ c a r' o
~ ~ .I.N. 6305.42-96 1604 / / LL r
s.. $ O ~ ~
~ ~ / ~ r.. / . r.. ~ ~ w ~ ~ ai
~ C~ / ~ ~ . . Z ti _a V ~
O ~ ~ ro ~ V ~ ~ -
a/ / / - ~ M O
\ ~ ~ ~ \ ~ / a: ti / Z N
2 ,1 ~ ...~...1 _
/ ~ ~ ~
- ~ o ~ / ~
I,. . 1 \ \ / \ ~ :pie #2 I ~ ~ . .
~ ~ / ~ 'EAS~t' `RRONG ~ I ~ , ' • ~ O.S. ' ; LY ~ O N
/SANDERS E Mash r.
/ piers y. • ~ _ ~ / • 3 ' • ~ ~ . - w >
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I ~ _ / ~ ~v. a 1 W `~i
~ / ~ ~ ~ ~ . - ~ a \ ~ a~
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1 / ~ . ~ ::r-~':.....
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~ SHEE Marsh Pier #3 . - .6 I
N F pier 210
Sue Bullard , f.. .J
~ P.I.N. 6305.02-76 3489 / ) X11 a~ ~ - a i'• i . ~ 15x15' o
/ f - ~ a : Gazebo Y ~ ~ W

Viola Licari et 1::'.: ! / ~ aI ~ - . , I -66-5839 ~ ~
P.I.N. 6305.02 ~ w-f::::.:•:::::....::::. / 1 ~ - _ / ~ ~ ~ ~a Q U ~ a~ ~ ~ ~
~f~ ' ~ - ~
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1 3 ~ ~ ~ O
r-1 ~ /a a = 1 ~ I / O.S. - ~ - \ / W
~ U . .-a::~ ~ ~ Z ~
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~ 1 - ~ . t ~ W
W i'. a-r 11 ~ - ~ ! ' ~ :"en""a~:-~ / \ ~ o• r
1 ~ tF' • K U i
LL Z 1 ~T~ i ~ ~ ~ ~ Il I L•• w W
V..i' \ / I \ ~ a Q 1~1 S o . . _ • ~ I HEET Cp AA
~ I ' T ~ ~ • - - K O o.s. _ SHEET
~ ~4v::.:::::•:: ~ ti :~.::~.:.~.::fl::. -•::E~::~f•:::::: ~ .vim:`;..;,;... as. CP 5 0 - ~ ~ I - ~ p
U ~ wastewater eAac sir - w ~
on N.AD. ~ coo~A>ES 1 . Pond - ~ :~::•.~.:~.•:::::::::::::...:I...::•:::..:':~.~.:..~.~':::::::::::. •n on ~ , z o.s. . ~ a~
IF 39E,91S.A4 FEET ? ~ . ~ cr uet ar I E• aeEa~atae FEfT Pond o ~..k::. ~ °4 tormal ' I i ~ '(amc' = ~ ~ Z I I ~ O S II bass , ~ _ I (n
1/ ~ lawn Sp01 I~a$ ! N.GGS srAIICN ~ N - 4!• : ~ a~ see CP-
. N.AD. 63 fXgADMAIES '1:.':.':.'.:','.':'.'..:,:, ~ ~ ` .::T: ~ ~ I o ~C
N• J57.038.189 FFET i '.:'::::::.:':::3'. :.:::::f.:: ' E 5725JBFEET ::1'.'.'.'.':.'..:': ~ \ ~ ...r u \ A- I ~ o a/ ~ !Y
::•J:::::::::.•:.:':::•::::::::.~:-,.:: ~ > > • ~ ~ ~ :•:::::::.:4:...:::: _ O.S. c',N rm~ i~ \ J / a~ ANNE I w O / a I ICWW CH L ~ L \ ~ E--- MARKER •R-32 I w Z
::1~ ~ ~ ~ H ::1 ~ / ~ \ ~p b / - •'~~a• ~1 ~ ~ m ~t
O
:::r • . Wastewater • ~ . - ~ . / m~ ~ I o ~
„ ':.1 ~ Pond ~ / ~ \ ~ i ~ V O.S. - Q z /
~ - ~ ~ . / - r I
t > / ~ ~ a ~ Z ~ ~ I I
- ' O.S. ~ / ~ ~ 'tit~j, ~ ' \ . \ ~ \ I J g •~i ti. r I a ~ - L.. i Q I
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o.s.'• I \ / ~ TE
::r - - ~ ~~~~~::.I I I \ E"'~ I Q ui O I .:I O Z
- Z I I g SLIPS PO a . , U
/ a. ~ I I W .,~y - ~
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- ..t I Waste- / ~ I
a W i
" . Ovate ~ I _ o Q Pond o.s. • J as..• Z I / ~ _
a / ~ I ~ / ~ ~ S I / ` / - O I ~
~ pp~. ::~N~::~::~::~::~:~:::::::: ~ ~ 4 I 1 a . ~ ,
~ / ~ q~F / I I ~ I a ~i..
~ ~ ' ......~T{IiND~::::::::f:'::........:::::::::...:: . / / • Z ~ 9 I
o : r:...~...: - ~ I Y Pond r:. - I I W / ~ 9 I I
I I ~ / ~ .;:':~::~.:'.•:.~CDMM•Oil:~~~•:.'::::.~::~:~:~:~:::::~::~. ~ o / ~ _
/ ~ o ~ / Q a - ~I I
' I I .I
~ ~ coin - - I ~ . 1 ~I• os' I
' ~ _ - :.1-- _ } • / I a DATE
I Boat storage - ) \ I ~ I - I I/ ~ U T• ~ :l~:.:~•.:~
/ o I - ~ _ I I I. o.s. _ I ~ - r' ~ ~ ~ : - : ~ PROJECT: RAM-04145 05.09.05
/ ~ ? • I z REVISIONS: REVISIONS 06.08.05
..I~ t - ..•:-~:w.::~~ .r. ::7 I J / - os. I I ~
o I Wastewater l• ......:::::t" / 1 - ~ ~ N I '.'f..i Hcr J ,
Pond / to ~ • ~ ~:::t:: . ~ I
r ~ i 1 1 r. , Brea NF~ _ I W
I w
I I • ~ ~ y I
I r.. I 3 ~+cr I
o t • ~:s I Q ARYUIy I w KTSB
~ aste water ~ i h E I I ~ DRAWN BY. , n I a
' ~ ' I x CHECKED BY: LZ W I W
i-moo li~~`I? I
p CONTENT: SHEET REFERENCE PLAN _
y I W
~ I - 3 I I Q
SCALE; 1 - 200 I N
I o
? N.C.O.S STATION ? - t' d 'WATER. I I
N. D. 83 COORDINATES I o I C) CP-3
c, E 355,885.791 FEET ~ ?,803,013.715 FEET I U LAYER MANAGER: 0-200 SCALE N
I ~ 0
d t a ...,..n r'IVIC

U J J
0_ O
Arw y Arw Inside ORtN Line ~ 3DS6 Le end ~
LOT LOT NUNBER AREA • ~ <?T LOT LOT VESTED 372. 8539 0.20 368D 475 14,285 0 g U ~ A ~g 373 8276 o,is 3080 416 11,042 D.zS 3084 E.I.P. EXISTING IRON PIPE ~ ~ ~ M NBER AREA REA
90. ACRES AREA SQ,f 374 r,92a a1s 3080 4n 10,603 0.26 3080 E.C.M. EXISTING CONCRETE MONUMENT U ~ 375 7,az4 o.1e 3x60 476 11,111 a.z5 30x0 E.LR, EXISTING IRON REBAR a: ~.r~ F
305 7,770 \ 308 7,858 305 7,770 D.tB 2680 427 10914 a25 3DBD 479 10202 023 3080 E.P.K.N. EXISTING P,K. NAIL ¢ ll. W ~ 308 7858 0.16 2686 428 9,834 023 3D80 486 15,005 0.34 3080 E.RR.S. EXISTING RAILROAD SPIKE ~ F2 ~ Q W x
~ 307 6059 2880 429 8082 021 3080 481 19,572 0.45 3080 E.A. EXISTING AXLE > ~ ~ Q 307 6059 0.19 -
~ ~ ~ 309 7 566 A 309 8,514 308 7565 0.17 2680 430 28982 D.67 482 14,756 D.34 3084 S.I.P. SEf IRON PIPE ¢O ~ CV z ~ o 309 8,514 0.15 2880 431 13,513 0.31 3080 463 9,442 0.22 2860 S.C.M. SEt CONCRETE MONUMENT ~ _Q aaa~ ~
O Ci w~ 310 6124 ~ 311 5,987 310 6124 0.14 28811 432 12330 D28 3080 464 10,817 0.25 2680 S.P.K.N. SET P.K. NAIL ~ e~' ~ ~ 311 5,987 D.14 2880 433 1247D 0.29 3064 485 11,316 0.26 2880 CENTERLINE h- ~
of ~ • 312 5876 12322 0.26 308D 488 11,434 028 2680 ~ RIGHT OF WAY F' ~ > ..1 amo 312 5876 0.13 2880 '434 487 11552 027 268D RADIUS w ~ _ d of
313 4885 N ~ S ~ . 314 8,785 313 4885 ail 2580 435 1 142 028 3080 q ARC ~ ~ ©f" V 314 8,785 D.18 2880 438 11452 0.28 3680 488 11, 0.27 2880
' 316 7319 2 318 7983 437 3i 530 0.72 3080 a8s 11x91 027 2680 M.B.S.L MINIMUM BUILDING SETBACK LINE o UI 316 7 319 0.17 2680 1 7683 0.18 2688 436 19969 0.46 3080 490 12,105 0.28 288D S.F. SQUARE FEET U Q - 38
311 7871 311 7871 0.18 2880 439 22,369 0.51 3DB0 491 12,813 0.29 2880 M.B. MAP BOOK °z Q o
~ 319 7808 N/F ~ 319 x,736 318 7668 0.18 2880 440 160@1 0.37 3080 442 1 M9 029 2680 D.B. DEED BOOK ¢ Q cp 319 7,736 0.15 2688 441 15811 0.36 3060 443 11,3x7 426 2880 A.E.C. AREA OF ENVIRONMENTAL CONCERN z N
/ - 4 320 7 408 HVMP, LLC 321 s,e94 320 7408 0.17 2884 442 18,794 0.39 3080 494 10230 023 288D O y 268p 443 15696 0.36 3080 4s~ 9 1 0,21 28~ ~ U 321 6,894 .46 ~ Z
- 4 / it. 322 8,189 322 8,169 0.14 2880 444 14,480 0,33 3080 498 8,441 0,19 2860 ~ ~
P.LN, 6305.02-96 160 v... ' ~ ~ 323 5199 924 4288 323 5199 0.12 2880 445 13717 431 3060 497 7,803 0.18 266D ~ ~ 404 WETLANDS (WITH MARSH w ' .18 2880 446 13,286 0.30 3080 498 7,302 0.17 268D ..~y~ :v'~ . a ~ 324 4288 0
/ ~.,r _ , . ~ ~ ~ 325 4929 ~ ~ _ • 326 5356 447 12,989 0.30 3080 498 8,931 0.18 2680 ~ 325 4929 O.tt 288D LIMITS OF CAMA VEGETATION LINE z Q' .446 1861 0.~ 3080 500 6 0.15 288D w - 326 5356 412.. 2680
/ (9 ~ 32r 5,378 327 5,378 0.12 2880 449 13,112 4:30 3080 501 8, D.15 2880 t" 13903 0.32 3480 502 8.15a 0.14 2880 - - - - - - - MARSHLINE ~ ~ 0 N
328 8397 329 6489 328 8387 0.16 2880 ~ 329 6489 4.15 2680 451 1495D D.34 3080 543 6681 0.15 2684 _ NORMAL HIGH WATER NHW ~ ~
/ ' ~ ~ ~ 330 8 599 074 ~ ~ ~ t 74B 330 8599 4.15 2880 452 15772 0.98 3D80 504 7,581 0.17 2864 ~ ~ w ~ 331 6745 0.16 26~ 453 16 0.36 3080 505 8,864 0.21 2880
•h5` /Q' 331 6 / PP 332 6,90D / ~ 333 8,998 01 2884 454 tt,447 4.40 3080 506 7,708 0.18 28l~ TREE LINE w > 332 6,90D 6 333 8,898 D.18 2880 455 180a7 0.42 507 7,482 0.17 28BD ~ ¢
~ ~ 334 7821 334 7821 018 2686 456 18654 D,43 3080 588 8015 0.18 2680 - - 30' CAMA SETBACK NWH x o
~ ~ r1P N ~ M ~o . . 335 8,580 C / ~ / ~ A • - ti . 335 7 DDo 335 8,580 0.15 2680 457 18850 4.43 3080 509 9,761 0,22 Z6~80 w O 335 7000 o.1s 2880 4~ 14086 0.44 3080 51o a2oo o - 75' AEC w 3
~ O b . ~ h . \ ~ ~ ~ ~ 7 100D ^ N 10 ~ 398 7 ~0,, 337 1804 0.16. 2680 459 19,133 .44 3080. 511 6,846 0.16 268D ~ m 398 7~0 0.18 2880 480 191 044 3080 512 8, 0.15 2~0 ~ ~ 575' ORW C9 C7
0.i - N' ~ 339 7000 334 7000 0.16 461 191 0.44 3480 513 15 0.35 2680 z_ o
. ~c~ M / 340 6,914 . O - 4f 9 34, 7058 340 6,914 0,18 2880 482 19,148 4.44 3D80 514 15, 0.36 28~ PROPOSED RIGHT OF WAY Z ~ 341 7858 D.78 2880 163 19133 0.44 3480 515 19,7 0.45 3080 ~ ~ 4
- \ ~ • N , ^i 342 7,WD / ~ ~ ' ~ ~ 343 7,000 342 7,WD D.18 2684 164 18 DA4 30~ 516 19,454 0.45 3080 m 343 7,000 D 18 2886 185 201 0.48 3080 517 18,389 0.42 3080 PROPOSED LOT LINE O
o~ 41 ~,op 344 7000 466 15 0.36 3D80 518 17,7 Q41 308D 314 7000 O.i6 2680 ~
~ ~ ~ p ~ ~ 345 6,822 34B 5,847 345 6,822 D.i6 2880 467 13, 0.32 3080 519 tt, 440 3080 - - - - - - - - -EXISTING CONTOUR 348 5,847 0.13 2880 488 51 0.29 3480 520 18. A.39 30~ w
389 9,184 V " 370 6,022 389 9,184 421 3D80 409 11 0.27 ~8D 521 16 0.36 PROPOSED CONTOUR ~ 370 6,022 0.18 3080. 17D 12,1. 0.28 3080. 52'1 18,731 0.43 3080 O
ty v. 371 7 446 371 7 446 0.17 3080 471 1 1 026 308D 523 19,286 0.44 3080 ~ 121 0.~ 3080 524 20,536 0.47 308D
of Z ~o ~ 9 473 12, 0.29 3080 525 24,9 0.56 3080 3 474 t 435 3080 AREA INSIDE 75' AEC UNE ~
Z a J ~ ~ . 0:
3 ~ o \ ~ rt N of wi8i vesletlana d9010s .8 74 Total Dave moot Area a TOW l~ 9 LOT LOT Y
2 . ~ TaMNtwl~oflotsrro6~vabdaMdlN/sgft 74 RIRVIBER AREA AREA BIPERYI0118 ~
_ O.S. T 1Nma6erdLore 141 SQ. ACRES AREA H am rotaiLaAroe(34FT) 1~~~ 282 t1.028 0,25 260 z
N ~ ~ ~ `p o0 h3 of . Toml Yeated WIpMYb1u ARV i6q. Pr.) 421FM 283 9,336 0.21 3200 ¢
C O , / 40.0 ~FN 284 8595 0.20 3200 O Total Yelled Impaivloue Aeaa Perwlpt TA.iO'k 294 fi,155 414 3200 ~
84.6 ~ -7. m / 295 8,199 0.14 3200 ~ W
296. 6,200 0.14 3200 ~ 297 , 62DD 0.14 3200 ~
s P F 1 / / 298. 6200 0.14 3200 tp 299 8,200 a1a 3240 ¢
DERS CREE ~ . . AN • . r 'i ~ / ~ a ~ ~ / ~ -v / 300 6.200 8.14 3200 m
N h/ ~ - 301 8,200 0.14 3200 O 302 6148 0.14 32D0 F,
~ • . ^ / - 303 11 0.26 32D0 304 9,127 0.21 3200 =
/ ] / a~ o• - ~ / 383 18431 445 3200 ~
ti ~ . ~ ~ ~ ~ ~ n - / ~ ~ / ~ 981 15,043 0.35 3200 995 13,91$ 0.32 3200 ~ L ¢ U
1 ,p~ ~ • ' s ~ ~ 386 14447 0.33 3200 ~ 1 0.36 8200 0 Q z
3200 388. 17,361 0.40 2 O
n ~ /o~n ~ ~ . / rn~ ~ ~ ~ Y, 399 17410 0.40 3200 0: ~ w 5c 400 10365 0.24 3200 w
0~` o m w . ,y. ~ . ph• ~ O.S. ~ ~ ~ 401 8.164 0,21 3200 W W ~ .1.J 402 8164 11.21 3200 O
ro o ~ - . ~ uJ 403 10.803 O.zS 32DD F 404 14,188 0.33 3200 ¢
i 4 405 15,345 0.35 3200 3 D o
,p0 d^, M M ~ ~ ~ • / p / 406 12985 0.3D 32DD ~ 407 10,531 0.24 3200 w
h ti ~ W n ~ ~ • . U 496 8 7 4.21 3200 Z 4D9 69os o.2a 32nD W .f.+
~w ~ y - d ~ ~k^ . h / / ~ • t~ ' n. 410 8.728 0.20 3200 . ~ ~ U ~
~ N~ /'v~ • ' M n a °j ~h• _ N ~ ~ ti n 411 9,016 0.21 3200 O ~ (1 41z to 72 a.za 32W
~ ~ - ~ of n / / / ~ 413 11 73 0.26 3200 ~ ~ V! 414 11,556 0.27 32W ~ ~'~""P O ¦ . L
~ n ~ ..i I ~ ~ n"' 9 LL • •O 4,5 „480 426 320D ~
~ ~ ~ / / - ~ ~ M n . M M H ~ a1e 1to~ 0.26 3200 z ~ / ~ 417 14880 0.34 3100 ¢
tl~ ~ ~ ~ / / gyp. ~ / / x / • ~ 418 8344 8.19 32D0 Z a 41 7,935 0.16 82D0
V , ~ ~ ~ ¢ / ~ 420 7868 0,18 3200 w w - W
h / 421 8537 0.20 a • ~ 122 9,881 8.22 9200 O >V.i
• ~ ~ ~ ~ ~ ~ / • ~ • 423 10 342 0.24 3200 O 7 ~ O 4,24 14.059 0.23 3200 O ~ +J
N / ~ 425 t0. 0.24 3200 - 1420 0.26 3200 p
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- a , ~ ~ DATE
. ~ ~ ~ / h n. . n ti ~ ~ i i.`~h • • ` - • J / ~ ~ U
/ ~ ~ ' . . ~ ~ PROJECT: RAM-04145 05.09.05
• • - ~ • ~ ~ ~ REVISIONS: COMMENTS 05.26.05
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' . J " 'drab o, - w a 04 ~ m' • ~ SEE 5/PP-I . ~ ux, CHECKED BY: LZ ~ ~
en ~ ' / c~~ _ n. ,°j ! Lid in _ 411 i~
WIN," p CONTENT: PHASE 1 EAST ENLARGEMEN FLAN I - A ol
20. 06 Y /W h . ,c b &I SCALE.1 00'
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E.LP• CONCRETE MONUM PROPOSED CONTOUR E.C.M. EXISTING o U U
E.I.R. EXISTING IRON REBAR - ^ _ _ _ _ _ MARSHLINE E.P.K.N. EXISTING P.K. O~ADL SPIKE ~ M Z a tp
E.RR.S. EXISTING NORMAL HIGH WATER (NHS E.A. EXISTING AXLE - - a i~ Z y ~
S.I.P. SET IRON PIPE MONUMENT TREE LINE Z
S.C.M. SET CONCRETE S.P.K.N. SET P.K. NAIL CENTERLINE - - 30' CAMA SETBACK NWH L
RIGHT Of WAY ~W RADIUS ~ 75' AEC N.C.G.S. STATION w ~ _ ~ n ~ Q. N
R ARC ~ A CK LINE PROJECT ENTRANC ENTRANCE TANK pINATES ~ Z Q ~
.B.S.L. MINIMUM BUILDING SETBA 575' ORW M DARE FEET NC DOT PERMIT N.A.D. 83 COOR w ERMIT N= 357,038.489 FEET ~ r L ~ o N
S.F. SO M B MAP BOOK ~ _ PROPOSED RIGHT OF WAY ISSUED. a ~ E= 2,605,572.538 FEE 3
D.B. DEED BOOK AREA OF ENVIRONMENTAL CONCERN A.E.C. ~ S ORDINATES ~ ~
E N.A.D. 83 CO B. _ ET ~ > ~j~ N- 356,975.874 FE w Q
10 24 , ~A1 E= 2,605,732.618 FEET ~ 9 F•
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N.A.D. 83 COORDINATES - - - - i R4 ~ ~ • ~ ~ ~ YVEILAND', . , . m I
- 885.7 EET - ~ N- 355, - 013.715 FEET 37.50 E- 2,603, ~ o I . Pond w _ ~
~ Pond Z O na.
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~ ~ \ s o ~cA - a 48 ~
/ ~ • ~ • F. ~ • ~ ~ . RAM-04145 05.09.05 ~ PROJECT.
o~ • ~ 131 ? 1 ~ 9 ~ .50' - . 3 SF SF REVISIONS: COMMENTS 05.26.05 . 4~ z
6 SF ~ 4g 13~I • . S~ 9 R ..j ~g. g 000 , .F ' . Sr<' s' °
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- - - w CHECKED BY: ~ . . - • . ~ cn. - - . N E 2 NORTH
YVE . . • a, . - • . ~ CONTENT: PHAS U
_ ~ - • . N .y " w MENT PLAN • ~ ~ ~ • -r . . f- ENLARGE
asp PW : o
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. ' LAVER"MANAGER: ~`iV, v
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PAVEMENT DESIGN " z ~ (n ~
PAV~MFNT DESIGN " 2 I-2 24" CURB ~ ct = ~ 24 CURB 6" ABC AND GUTTER o Q
2" I-2 AND GUTTER ~ ~ U V
6" ABC . ~ a PER ~ v - Nq 1/4' FT 4 PER FT 1/4' PER FT E---- Y~ / Z N I~ y
t/4' PER FT 1/a' PER fT /
~t 1/4 PER ~ 1/a' PER ~ ~ ~1 / / \ Z ~ ~ ~ ~ .0' \ ~ Cn0 ~ WATER 5.0' 1 N N
~M ~ 1.0 ~ U ~ w ~ Z
5.0' \ ~ rn SEWER 4.0' 5' ~
WATER 5' 4.0' z i~ IDEWALK W
SEWER 8.0' 8.0' SHOULDER ~ IDEWALK ~ Q _
~ SHOULDER 3 0 0
30' 5 5' w 5' S'
20' UTILITY 20' UTILITY 20 ~ 20' UTILITY ROADWAY (F-F) SIDEWALK ~ ~ ~ SIDEWALK EASEMENT w~,
~ ROADWAY (E-E) EASEMENT EASEMENT EASEMEN a 20' UTILITY w
EASEMENT 20' UTILITY `w w
40' ~ HT OF WAY EASEMENT = ° ~ T PRIVATE RIG ~ g
~ PRIVATE RIGHT OF WAY EASEMEN z ~ ~ a~
z ~ a o
CL ~ n m 0
NOTES: ~ LL
NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MINIMUM OF 36" OF COVER. ~
. ALL CAN, TELEPHONE, ETC. WILL BE INSTAUFD WITHIN THE 20 UTILITY EASEMENT. _ 2
TER AND SEWER MAINS MUST HAVE A MINIMUM OF 36" OF COVER. 1. WA HON ETC. WILL BE INSTALLED WITHIN THE 20 UTILITY EASEMENT. 2. ALL CAN, TELEP E, EASEMENT. ~
a a
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PAVEMENT DESIGN_ z 2~ I-2 24' CURB W
PAVEMENT DESIGN_ ~ ~ " ~ ~ ~ I T 24 GU 6 ABC AND GUTTER a
E 24' CURB 2" I-2 AND GUTIER ~ ~ ~ ~ ~ ~
ENT SIGN 24' CURB 6" ABC PAVEM 24" CURB 2 I-2 AND i ~r ~/4' P Pr rep rt ~/r ~ _ 1/4' ~ ~ +j,1 ~ ~ ~ O
" 2" I-2 6' ABC AND GUTTER ~ t/a' 24 CURB " AND GUTTER i ~v~~,,_ t/a. ~ \ ~
UTTER 6 ABC t/~ ~ ~ / qtr t/4 ~ ~ ~/a. ~ AND G t a' PER ~ ~i t/a. ~ t/4 ~ ~ t/4 Fr w U ~ ~ / WA 1.o z ~ ~ z ~
`t / t/a' ~ t/a PER Fr t/a' ~ s~ r ~ , / 5.0' E___. WATER 1.0 ~ ¦
~ U ~ SEWER 4.0' 5' o s""
~ WATER 5.0' SEWER 3.0' 5' 4.0' ~ 3.0' 5' ~ ~ .F.J
5' 3.0' SII ~ o . SIDEWALK LL y.
,0' 10.0' 4.0' S.0' 3.0' IDEWALK • SEWER 3.5' 3.5 10 ~
' 5.0' 4.0 10.0 10.0 3.0 30' 20 UTILITY Q 20 uTIUTY _ aT ~ L
DEWALK 24' 20' UTILITY 20' UTILITY ROADWAY (F F) EASEM T EASEMENT ~
20.0' ROADWAY (F-F) EASEMEN a Q¦ o
20.0' M~1H YARES F-F EASEMENT EASEMENT 20' UT1lJTY ROADWAY ( ) 50' ~ ~ 0
ROADWAY (F-~ ~ PLAN I 40' PRIVATE RIGHT OF WAY o .}.J (n
EASEMENT PRIVATE RIGHT OF WAY o
VARIABLE M~D1H pR1YAlE a
RIGHT OF WAY. SEE PLANS ~ = 0 U Q
V I O 1
NOTES: ~ ~
NOTES: NS MUST HAVE A MN~IINI OF 36' OF COVER. o L- ('a 1. WATER AND SEWER YAI ~
AND SEWER MAINS MUST HAVE A MINIMUM OF 36" OF COVER. 2. AU. CAN, TELEPHONE, ETC. WILL BE INSTALLED WITHIN THE 20' UTILITY EASEMENT. a Q w ~
NOTES: 1. WATER " ONE ETC. WILL BE INSTALLED WITHIN THE 20 UTILITY EASEMENT. 1TY EASEMENT. ~ Z w m
T HAVE A MINIMUM OF 36 OF COYfR. 2. ALL CAN, TELEPH 1. WATER AND SEWER MAINS MUS MATHIN THE 2G UILITY EASEitE1~T. f.. ~
CAN, TELEPHONE, ETC. MALL BE INSTALLED 2. ALL o
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1 NTS W ALE. SC
NTS LE. z
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PAVEMENT DESIGN ~
PAVEMENT D I " I_2 24" CURB ~
M PAVEMENT DESIGN " 2" I-2 24 CURB ? AND GUTTER w 24 CURB qND GUTTER 6 ABC AND GUTTER 6" ABC o
a, 2" I-2 1^T~' PAVEMENT DESIGN 24" CURB 6" ABC 1/4' PER fT ~ ~ ~..1? ~ 1/~' PER FT ~ PFR FT 1/r PER Fr / d
Y`f " ~ 2 1_2 AND GUTTER \ i
~ 6" ABC ~t M t/a' P Fi t/ PER FT ~ t/4 Fr ~
o x~/ x~ ~ ~ ._C WATER 5.0' o
c t , ~ ~ t/a. i ~ (Mr WATER 5.0 i ~ a
~ ~ 1.O' R 3.5' 8.0' 8.0' 4.0' S.0' 3.0' ~
nn ~ i SEWER 5.0 ,0' 4.0' 8.0 SEWE 8.0' 3.5 IDEWALK ~ 3.0• 5 y 5.0 EWALK o DATE
A 5 4.0 HOULDE HOULDE TIUTY ~ 05.09.05
DEWALK 16' 20 U 3 PROJECT: RAM-04145
20' U1 ' UTILITY 16' WIDTH VARIES - g 20' UTILITY 20 _ $EE PLAN ROADWAY (F F) EASEMENT z REVISIONS:
5, 5, 30 ROADWAY (F F) o EASEMENT I ~
ROADWAY (F-E) EASEti 16' SIDEWALK EASEMENT I 0
a; E-E EASEMEN ALLEY ( ) WIDTH PRIVATE ~ ~ VARIABLE PIJWS ~
0 20' UTILITY 40' RIGHT OF WAY. SEE _
N PRIVATE RIGHT Of WAY w
N 20' EASEMENT w w
~ PRIVATE RIGHT OF WA oio
b J
NOTES: w DRAWN BY: KT, SB
~ NOTES: 1. WATER AND SEWER MAINS MUST HAVE A MNIMUM OF 36" OF COVER. ~ gr$TALLED WITHIN THE 20' U11UTY EASEMENT. w CHECKED BY: lZ
~ T HAVE A MINIMUM OF 36' OF COVER. 0 1. WATER AND SEWER MAINS MUS IER. 2. ALL CAN, TELEPHONE, ETC. WILL BE
~ _ . _ . ~ r.,.,,..,,- ~T~ t ac iucTSt i Fn WITHIN THE 20' UTILITY EASEMEN 1TILITY EASEMENT. ~ CONTENT: ROAD SECTION DETAILS
2 ALL CAIV, Itttl'nwv~, c.v. _
3 U
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0
x 40'PRIVATE RIW, 30'
VARIABLE WIDTH PRIVATE RAN, 161 F-F STREET SECTION 04 rCP STREET SECTION 4 SCALE: NTS ~ o
SECTION 7 o ~ f ALLEY 161 E.E SCALE: NTS
S b SCALE: NT
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I~ 219.32' N 87'46
nn _ ~ EXISTING SEWER MANHOLE
~ ~ EOL BLOWOFF
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i to SETBACKS 08. UN1~55 OTl1~fi'W(5~ NOTED
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i 16 D OUTLET PRO i'EC170N
i I
i 3 ~ .e.as,w DRAINAGE CULVERT
~ 91 17
.1'56 93 92 ~ 65~ ~ \ DRAINAGE FLOW
~ / 2
~ ~ ~ / PROPOSED 8" SEWER LINE
94 . . 18
- : - r arc +~ue a sox PROPOSED 6" WATER LINE
95 , ~ ~
, ~ 19 PROPOSED 2" WATER LINE

-rarewsa~ ~ ~ wo':a~ r~
1 69 ~ -rah Marc a nxt Marc a n>IC ~
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~ 0~0 0 raj 0 . , Not for Recordation, Conveyances
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O c~ _ ~ i 116 ~ ~
~ o~ dire 403-C Airport Road
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0 PO Box 1309
New Bern, North Carolina 28563
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CP-8 I Tel. [phone] Fax. [phone] SCALE : 1 : 60 PROJECT I* 2005007 DATE : 01/03/05
0 NO. DESCRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: 02-SITE SHEET: 01 OF 04
0
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210 i 350
e~ ~ + ~ SETBACKS 08, UNL~55 OTlt~l'W15~ NOTi'0
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217 - ~ ~ i
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r ~
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2 II
384 PROPOSED 2" WATER LINE
199 i + - + 2 -
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• 9 iuuiiias engineering, r.A.
PG ~ ' 403-C Airport Road
0 PO Box 1309
New Bern, North Carolina 28563
~ 313 510 0 524 516 -
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o Thomas En ineerin P.A. ~ ~
PRELD@1ARY PLAT EXISTING SEWER MANHOLE DRAINACE FLAW Y PLAT 403-C Airport Road
Not for Recordation, Conveyan i, Conveyances PO Box 1309
PROPOSED a SEWER UM or Sales m EOL BLOWOFF 's New Bern, North Carolina 28563
08. UNLE55 0rhEPN1SE NOMD PROPOSED 6" WAMM 11M d. SETBACKS cp-1 0 Tel. [phone] Fax. [phone] SCALE : 1:60 PROJECT 2005007 DATE : 01/03/05
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c 516 ~
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m " •O 0
.o SETBACKS 08, UNLS 07-11fflN15CTO F forFo PROPOSED 6" WATER LINE PO Box 1309 _ _ _ _ _ New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
tA 6~ i F PROPOSED 2' WATERLINE
SCALE : 1 : 60 PROJECT 1- 2005007 DATE : 01/03/05
NO. DESCRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: 02 SITE SHEET: 04 OF 04
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GRADE U a • ~ _ ~
REATED PICKETS ~ 4X4 TREATED RAD_ POST 4X4 TREATED RAIL POST 2X4 T 3 U ~
@ 5'-0' + O.C, @ 7 1/4' + O.C, @ 5'-0' ± O.C. w ~ L
5 3/4' (TYP,) 7 1/4' (TYPJ GENERAL Z (V ~ ~
w ~ ~ 1. ALL SAFETY REGULATIONS ARE TO BE FOLLOWED STRICTLY. METHODS OF o
1 CONSTRUCTION AND ERECTION OF THE STRUCTURAL MATERIAL IS CONTRACTOR'S ~ ~
U RESPONSIBILITY. ° ~ ~
2 2 w \ ^w
SPLICE 2X12 FACIA BOARD IN TFI[S a [W] ~i 2. DESIGN LOAD: ~
A. DEAD LOAD: ACTUAL WEIGHT OF MATERIAL ? ~ o Q
B. LIVE LOAD: DESIGN FOR 80 PSF p®ESTRIAN UNIFORM LOAD. a - f~ (n o ~ ~
U ` 3. FINAL PEDESTRUW BOARDWALK TO BE STAKED IN FIELD AND APPROVED BY CITY oc
a PLANNER. 0 0
_ w Q C7 z
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PM.ES ~ WOOD FRICTION w (a o
' RN PINE PILING WITH MINIMU °o ~ L 1. WOOD PILES SHALL BE 8 0 SOIITHE M LOAD CARRYING Z
a CAPACITY OF 5 TONS EACH UM.ESS OTHERWISE NOTED ON THE PLANS. PILE CAPACITY ~
DETERMNrED BY A QUALIFIED SOIL ENGINEER. ~ ~ " ~ SHALL BE FIELD w ~
m ~
2. MINIMUIrI PILE LENGTH SHALL BE 10 FT. BELOW GRADE. ADDITIONAL LENGTH MIGHT BE ° '
TOE NAIL 2X10 10 2X12 BEAM W/2-1Od TREATED TOP RAIL REQUIRED N AREAS THAT CONTAIN SOFT SOILS (TO ACHIEVE DESIGN CAPACITY 5 TONS). o FOUR TEST PILES WILL BE DRIVEN TO DETERMINE PILE LENGTH. JETTING PILING WILL NOT BE Z
GALV. COMMON NALS EA. SOE OF 2X10 2X6 6'-0' CLEAR WALKWAY (U.OJ~. AT PLATFORM) w ALLOWED. a
2-16d GALV, COMMON NAILS 2X6 TREATED OECKNG
@ EA. JOIST(TYPJ BOARD W/ t/8' GAP MAX. 3. ALL PILING SHALL BE PRESERVATIVELY TREATED WITH CHROMATED COPPER ARSENATE g a
(CCA) 2.5 PCF. W
25000 w
3-16d GALV, COIN NAD_S 4. USE 2% COPPER NAPHTHENATE SOLUTIONS TO FIELD TREAT PILING CUT-0FF POINT ~
@ EA. PICKET Qt POST ACCORDING TO AWPA M4 STANDARD. z g
NOTCH 2X10 W
AS REQ'D 0~ WOOD CONSTRUCTION w
2-16d GALV. C010~ NAILS 2X6 TREATED HANDRAIL z
@ EA, PICKET OR POST 1. ALL TIMBER FRAMMING MEMBERS INCLUDNG DECKING, JOISTS AND BEAMS TO BE ~
2X10 TREATED JOISTS L730000 @ 16' O,C. MAX, 2X4 LEDGER SOUTHERN YELLOW PINE #2, PRESERVATIVELYTREATEDWLTH CHROMATED COPPER = c~
(CONTJ 2X4 TREATED PICKETS ARSENATE (CCA) 2.5 PCF. ~
2X12 TREATED BEAM (TYP.) ,C 8 7 1/4 0
~ NAIL 2X4 LEDGER TO 2X12 BEAM MIN, 3'-0' 42.0000 ~ W/12-lOd GALV. COMMON NAILS @ ABOVE MARSH 2X6 TREATED BOTT~ RAIL 2. ALL HANDRAILS TO BE SOUTHERN YELLOW PMIE #3 OR BETTER, PRESERVATIVELY a TREATED WITH CHROMATED COPPER ARSENATE (CCA) 2.5 PCF. ~
° 6' O.C. (TYP,) O<t YETLAND a
0 3-5/8'0 A307 GALV. 2-16d GALV, CG+IMON NAILS w x
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W.L, A 1.7500 x
~ DATE
~ , a
a 4X4 TREATED POSTS @ 5'-0' t O.C, 0 PROJECT: RAM-04145 05.09.05
c 2-5/8.0 A307 GALV, 2-5/8'0 A307 GALV. ~ REVISIONS: Commend 05.26.05 BOLTS. @ ECNTER ff EA g
v VARIES BOLTS. @ ECNTER OF EA, m ~ 4X4 POS 4X4 POST o Riv~sions 06.08.05
0 0
0 N U 3.50 F
00 3.50
GRADE ~ 2,9837 29837 w
~ 0,5000 2X10 TREATED JOISTS @ 16' O.C, MAX, 2X10 TREATED JOISTS E 16' D.C. MAX. ~ .
~ 2X12 TREATED TREATED ~ 2X12
b FASCIA BOARD FASCU BOARD J .
0 w DRAWN BY: KT, SB
U FDA a CHECKED BY: LZ
b ~ CONTENT: DETAILS
_ _ _ _ _ _ _ -nin~r A 1 C r/`TI~IAI 11AlITLJ U A AI I'"iD A II 1 ~D A II 1 7 _ ~
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3 REVISIONS: Comments 05.26.05
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PROPOSEPROP. CONCRETE STAIRS PROPOSED 8' CONCRETE SIDEWALK PROPOSED
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12 33 SEAT WALL
O
14 31 36 53
40. rw 37 - 52
100' 40 49
19 26 41 =_ 48
iii i i _ �'I i !; •,I � ! ' _-- !! � 'i.
20 25 42 -_- 47
21 24 43 =_- 46
75 SLIP MARINA
PROPOSED BOATSLIPS
15 - 35' SLIPS
33 - 40' SLIPS
22 - 50' SLIPS
5 - 60' SLIPS �
75 TOTAL SLIPS
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210'
75 74
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75 SLIP MARINA
PROPOSED BOATSLIPS
15 - 35' SLIPS
33 - 40' SLIPS
22 - 50' SLIPS
5 - 60' SLIPS �
75 TOTAL SLIPS
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75 74
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ROWBOAT
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Considered Among the Very Best
858 Williamson Road
Mooresville, NC 28117
[phone]
[phone] FAX
website: www.rowboatcompany.com
DRAWN DATE:
BY: MAD 03/26/05
APPROVED DATE:
BY: MAD 04/04/05
PROJECT MANAGER: DATE:
ROW 04/04/05
SCALE:1 „_ zo ,
ISSUED FOR:
DATE:
Cannonsgate
Marina
White Oak
Township,
North Carolina
ENLARGED
DOCK/MARINA
PLAN
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE
BOAT RAMP.
10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS
SHALL BE LOCATED IN A CONSPICUOUS PLACE. 0452001

NOTE: _ w
KS SHALL MEET OR EXCEED DESIGN GUIDELINE - 1 ALL DOC ~ , ~w
OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,~~, ~ ~ C ~ ~ ~
CAMA/CRC, AND ANY LOCAL BUILDING CODES. ~
H TAND A CATEGO . - u, 2 DOCKS SHALL BE DESIGNED TD WIT S ~ n~
HURRICANE : a
3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCA o
I ~ N POLYETHYLENE FOAM FILLED FLOTAT ON Q
4 A HOT DIPPED GALVANIZED STEEL ORALUMINUM INTER p
considered Amon the Very Best STRUCTURE. 9
5 TREXCOMPOSITEDECKING 858 Williamson Road
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. Mooresville, NC 28117
7 BOATCLEATSINSTALLEDASNEEDEDATEACHSLIP. 663-3478
(704) 8 UTILITY PEDESTALS FOR ELECTRICITYAND WATER HOSE BIBS
[phone] FAX SHALL BE PROVIDED AT EACH BOAT SLIP.
9 BOATPUMPOUTUNITLOCATEDATDOCKADJACENTTOTHE website: www.rowboatcompany.com
BOATRAMP.
10 "NO SEWAGE DISCHARGE"AND "PUMPOUTAVAILABLE"SIGNS
SHALL BE LOCATED INA CONSPICUOUS PLACE.
DRAWN DATE: BY:
--~-~--li i ~I I I i jl',j I I ~Iliill~~l ~ I,i~~ I''~~~ i~ ljl~ ~ sell I ~i~ III I ~ I~III ~ ~ ~'1~i1'~ I ~ ill~~ lj
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Ij~ '_-_{~i~~~'~'~i~~~)Ij~~l~~~~i~ ~ ,I~ i i~I~~illlli~It~~l~l~ li ~'~I~i~ i~.' 'ii li%j~l~ I~II~~II I'~l~ I I'~ i~ ~fl II I ~ II I ~ I I I ~ I l - i i i i i i `i I I i I ~ VED I ~ i,~i . i, i~ ~ 3i ~ ~ II , I APPRO i I I~~ ~ I I ~ i I I i I I i I I i i i i ~I I ~ i I ~ ~ i ~ ,i ~ I ~ I , I ~ li ~i 1 ( I~l ~ ~ i li
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I ~~I~~I ~I I~~~ I ~I j 7~jll , ilii I ~ ~ i I II I I ~ li ~ ~ I ~ ~ i ~ I I r I i I C I ~ ~ i
PROJECT MANAGER. DATE.
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NOTE: ~ ~
1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELIN U
OUTLINED IN A ~ SCE MANUAL #50, ACOE, NC BUILDING CODE L
t^= CAMA(CRC, AND ANY LOCAL BUILDING CODES. _ ,T
2 DOCKS SHALL BE DESIGNED TO WITHSTA ND A CATEGO
HURRICANE ~ ~
~ ~~`w
3 THE PROPOSED DOCK SYSTEM WILL HAUE FULLY ENCA '
POLYETHYLENE FOAM FILLED FLOTATION. µ ~ Q
4 A HOT DIPPED GALUANIZED ~ STEEL OR ALUMINUM INTE U
STRUCTURE. Considered Among the Very Best
5 TREXCOMPOSITEDECKING 858 Williamson Road
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. Mooresville, NC 28117
7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP.
[phone] 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS
SHALL BE [phone] FAX PROVIDED AT EACH BOAT SLIP.
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE website: www.rowboatcom an .com
P Y r BOAT RAMP. 2
10 "NO SEWAGE DISCHARGE" AND "PUMP V W OUT A AILABLE SIGNS g
SHALL BE LOCATED IN A CONSPICUOUS PLACE, u. W
0~
DRAWN DATE: BY: N Z
~ ~ ~
N
APPROVED DATE: Z 7
BY: ? 0
PROJECT MANAGER: DATE: '
SCALE: „ ,
BOAT CLEAT
INTERNAL BRACING INSTALLED AS COMPOSITE DECK BOARD
NECESSARY TO MEET DECKING
SUPPORT REQlI1REMENTS 1'-4"
CENTER
9"ALUMINUM EXTRUSION
OR CaALVANIZED STEEL
TRUSS FRAME SYSTEM
ISSUED FOR: DATE:
ENCAPSULATED ENCAPSULATED
FLOAT FLOAT
END VIEW SIDE VIEW
a
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O
NOTE:
DECK DESIGN SHALL MEET OR EXCEED ALL APPLICABLE BUILDING CODES,
~ INCLUDING BUT NOT LIMITED TO ASCE MANUAL NO. 50 (PLANNING AND DESIGN
~ GUIDELINES FOR SMALL CRAFT HARBORS, 1994), ASTM STANDARDS, NC BUILDING COD NG CODE ETC.
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NOTE:
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't D ANY LOCAL BUILDING CODES. CAMAIGRC, AN
i
i i 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGO Y• ;r ~ J
i HURRICANE ~ Q H
i 3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENC N
i i POLYETHYLENE FOAM FILLED FLOTATION.
4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTE
Considered Among the Very Best STRUCTURE.
5 TREXCOMPOSITEDECKING 858 Williamson Road
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. Mooresville, NC 28117
7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP. 63-3478 704) 6
( 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS
[phone] FAX SHALL BE PROVIDED AT EACH BOAT SLIP,
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE website: www.rowboatcompany.com
BOAT RAMP.
10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS

i SHALL BE LOCATED IN A CONSPICUOUS PLACE. DRAWN DATE:
i BY:
i
i APPROVED DATE:
i~' ~ ~ i~ ~ BY:
j "`t % 0.8 1.3
` ! 9 0.7 2.3 3.3 5.3
_ f ~ ~1` j~•• 3.7 t 6 4.7 5.8 s.3 6,7 PROJECT MANAGER: DATE:
I i .7 0.7 3.8 g;9 6.5 6.8 6.8 6.8 6.2 7.7 0 1.1 6,2 7.0 7.4 7.3 6.9 6.4 7.1 7.4
I ~ i' 0.8 6.3 p.5 6.2 6.9 7.2 7.1 6.7 6.9 7.2 7.3 6.0 g.4 6.7 7.0 3 7.3 7.7 7.1 7.2 7.5
~ ~y.I 6.7 6.8 1 7.4 7 7.4 7.8 7.6 7,3 7.4 SCALE. » ~ 0.8 7 7.6 7.6 8.0 -
6 6.9 7.0 ,4 7.9 7.8 7.2 8.1 0. 6.5 7.2 7 7.6 7.7 7.7 7,8 7.7 7.4 7.7
1 5 7.1 7.4 76 7.6 7.7 7.7 7.9 8.2 7.3 6• 7.2 7.3 7.4
TOP OF (NE i g 7.6 1.5 7.7 7.6 ~.5 .2 TOP OF (NEW) PROPOSED 1.1 6• 7•S 7.3 7.6 7.s 7.7 o s.9 7 7.1
i 4:1 CAN. 4:1 CANAL SIDESLOPE 1.4 6'9 ~;p 7.2 76 7.5 7.2 7' 68 6.9 6.9 1.6 6.9 2 7.3 7.5 1.4 6.9 6.8 6.8 g,8 6.8
i 1.5 7.0 6 6.8 7.2 7.4 7.5 7.3 6.6 6.8 6.8 6.8 6 1.7 7.1 7.4 7.3 7.6 7.2 6.7 7.0 6.8 6.8 6.6
i 1.5 6.9 7.3 7.2 7.6 7.3 6.8 6.8 6.7 6.8 6.6
EDGE OF (NEW) _ OF (NEW) EXISTING BULK HEAD 1.4 7.0 7.2 ,2 7.4 7,5 7.3 6.7 6.8 6.7 6.7 6.6 PING CANAL t,2 6.8 7'0 7.5 7.5 7.4 6.9 6.8 6.8 6.8 6.5
! N PROPOSED BOATING CANAL i 1.1 7.0 7.3 7.5 7.4 7.6 7.4 6.9 6.9 6.8 6.9 6.6
1.3 6.5 7.4 7.4 7.5 7.5 7.0 g.9 6.9 6.9 6.6 2.1 6.9 7.5 7.6 7.4 7.4 7.2 7.1 6.9 6.9 6.6
OLD PERMITTED 3.6 7.0 7.5 7,6 7.7 .3 7.2 6.9 7.0 6,8 6.6
CHANNEL LIMITS 7.0 7.5 6.9 g.6 5~5 7.5 7.5 7 5 7.2 6.9 ,7 6.7 w o, 6. 7.7 7. 6 6.6
~ J J J J ~ J ..1 J ~ J J ' J ~ O O O O O O O iD tp ~ N N tQ W N ~l m w o o, ~ w N w 6.8 6.8 7,8 7.6 7.4 7.5 7.3 7.2 6.8 6.6 g,5 a in ~ ~ ~ o N ~ w c 5.6 7.0 7.6 7.5 ~ g 7.5 7,5 7.2 6.7 7 6.6 6.5
5.8 7,4 6.9 7.5 7.4 7.4 7.4 7.3 7.0 6A 6.6 6.6
'-1 ' ~ f J V Ci N ~ A ~ A A A ~ ~ ~ ~ U ~ W ~ ~ ~ O O O ~ ~ to ~ m ~ ~ N ? W m O W U m O Co • - - - - • ar--a, • -ei- m -_-ao. . m~.cn. ~ a v J J 7.2 7.2 j.4 7.5 7.4 7.3 7.2 6.9 7.1 7.2 7. u a m rn rn o, 7. m o co ~ ~ co ~ o io bo 'v ao ~ ~ 'v o o ao o ~ w 7.4 7A 7.3 7.2 7.1 6.8 8.8 7.1 7,3 7.8 7.
~ •p O W 7.6 6.8 7.2 7.6 6.9 6.9 7.0 6.9 7.5 7.7 7.
~ ~ ~ ~ 9,p ~ a ~ J - 74 7.0 7.1 7.9 7.6 7.4 7.3 7.0 75 7.5 7. - - a~ _~..W - w- sr -w- sr -v- -;a - ~ -v- ~ S v 7.3 6.9 7.3 7.5 7.6 7.4 7.3 7.1 7.6 7.3 7.
a a ~ o ~o v ~ v W N cn ~ ~ w w r cn ~c . '0.p TOP OF (NEW) PROPOSED p' o _ _ _ _ _ O ~ 'o r- -~y-- i\r ar ~ - is i+ "~i ilr ~ a`o 'm ~ o a m m ' m ~ ~ - o ~ m ~ co o, N m a N o N N o 0o to w N N 7,3 7.2 7.3 7.4 7.6 7,4 7.4 7.1 7,5 7.1 7'
f 4:1 CHANNEL SIDESLOPE .o ~ m ~ ~A 7.3 7.3 7.4 7.4 7.6 7.4 7.0 7.5 7.3 7 O 7.3 7.4 7.4 g 7.5 7.6 7.3 7.3 7.5 7.1 7
F e'er ~ a ~ O ~ •s a rn rn ~ a, ~ v v ~ v v v J J ~ 7.3 7.6 7,4 7' 7.6 7.5 7.3 6,y 7.6 7.0 7 I 1" °i °1 w ~ ~ ~ bo ~ oo 'v co m ~ N N N N v ~ w w 7.5 4 7.2 7.3 7.9 7.5 7.3
1I , ~ 'f5 Ol ~ N N A ~ (T V N ~ •P Ol 00 O to N Q W lA N w ~ oo w ,5 7 7.0 8.0 7.5 1.5 7.4 7 6 7.1 O 7 6.9 7
t! ~ a' a'/ 7.7 7.7 6.9 7.2 7.7 7.6 7.3 7.6 7.4 7.3 _ 7.9 7.9 ,g 8.0 7.3 7.7 7.3 7.0 o w a rn rn m o, ae ~ v ~ ~ v v ~ m m ~ ap 9 61 7.3 7.8 7.1 7.3 7.6 7.2 2
'S' EDGE OF (N ) ~ ~ o o N ? ~ ? ~ 9 ~ a ` ro io b v v s• A ~ W rn v to io w rn o, o, o, rn m ~ ~ ~ 7. 7. 0 0 ~ IJ w i ON N (n 'v ~ m~ a w v v o m 7.5 7 7.1 7.3 7.6 7.2 7.1 7.6 7.2 3 • _ 7.7 7 5 7.0 7.4 7.3 7.4 7.3 6 7.5 7.
2 PROPOSED BOATING CHANNEL a ~ / ~ \ • \ 7. 4 7.6 7 7. 7.4
~ - _ 7.3 7.3 6.9 7. 7.8 7.4 7.3 7.4 J J N N N N N (J ~ c w 7 7.0 7.5 7.7 7.4 7.5 7.5 7.2 7.3 -p • ~ ~ ~o o ~ c iv p Co ~ o N w iv ~ N J N 7.4 7.3 7.2 7,3 7.6 7,5 7.5 7.2 7,3
a v w ~ a\. o 0 0~ o ~.o. o -e- ~ o--b ~ ~ , ~ \ ~ di ' U m O i0 OD U b m J Oo t0 O N 1 ~o b N w ~ ~ ro m N ~ o cn 7.3 7,3 7.2 7.9 7.2 7.2 7.4 8.2 7.7 7.6 7.8 .3 . 6.4 7,4 7.4 7,5 7.9 7.9 7.8 7.8 7.3 7.3
4.0 7.3 j.3 7.4 7.7 7.7 7.9 7.7 7.3 7.3
~ / ~ ~ i o .p ; ~ ~ ~ 3.5 7.4 7.2 7.6 7.9 7.7 ~g 7.9 7.4 7.4
u' ~ O ~ '0 W 'a 3.4 7.4 7.2 7.5 7.9 7.7 7.8 7.9 7.4 7.5 3.3 m 7.4 7.2 7.4 a0 7.6 7.8 7.9 7.6 7.5
3.4 7.5 7.3 7.5 7.8 7 5 7.8 7.8 7.6 7.6 ISSUED FOR: DATE: 3.3 7.4 7'2 g 8.0 7.6 7.8 7.7 7.6
~ ~ b •s a ~ ' a •a i •w a 3.1 7.2 7 7.7 7 3,1 7.4 7.2 7.6 7.7 7.5 7;8 7.7 7.8 7.6
w / , o w .o ~ a / TOP OF (NEW) ~ m ~ a ~ ~ ~ ''r ~ i ~ ~ 4:1 CANAL )P OF (NEW) PROPOSED 29 (n 7 3 7.3 7.7 7.6 7.5 7.6 7.6 7.8 7.7
w o / ~ , ~ ~ / ~ 4:1 CANAL SIDESLOPE 3.0 7.3 7.2 7.7 ~:s .5 7.6 7.7 7.9 7.7 .1 ~ 7.2 7 7.9 3 77 3.3 7.5 7.4 7.7 7.7 7.B 7'B 8.0 7.6
2.9 7.5 7.3 7.9 7.8 8.0 8.1 7.9 8.0 7.6 Z 7.
3.9 7.5 75 7.8 7.8 8.0 8.0 7.8 7.~ 7.6
3,0 7'S 7,4 7.7 7.7 8.1 7.9 7.8 7.7 7.7 32 7.5 7.5 7.7 7.8 8.3 7.8 7.7 7.5 7.7
3.1 7.5 7.5 7.6 7.9 8.0 7.6 7.5 7.5 7.3 7. 3.~ 7.5 75 7.6 7.8 7.7 7.6 7.4 7.1 1.3
i ~ w , a ~ 2.5 7.5 j.6 7.7 7.7 7.4 7.2 7.0 7.2 7.4 ¦ 2 7.6 7.7 7.2 7.1 7.0 7.1 7.4
a a ~ s s / 2.2 7.6 7.7 8 7 7.2 2.1 ~..7. 7.7 7.6 7.5 7.3 7.3 7.0 7.5 7.7
a ~ ~ 's ~ ~ ~ , TOP OF (NEW) PROPOSED 2.0 7.8 7.6 7.5 j.5 7.7 7.4 7.4 7.4 7.4
~ o y~'~ , 's / 's 4:1 CHANNEL SIDESLOPE ~ ~ ~ 1.6 Z 7.8 7.7 7.4 7.5 ,5 1.5 7.5 7.4 7.5 7.2
a c , ~ EXISTING BULK HEAD .4 7.4 ~ B 7,4 7,3 7,5 7.2 7.4 7 2 7' ~ 1 7 1.3 7.4 7.6 7.4 7.2 7.6 ~B 1.6 7.6 7.
1.1 7.3 7.5 7.2 7.1 7.4 7.B 7.4 7.6 7. i.t 7.4 7.5 7.6 7.2 7.6 7.6 7.6 7.7 7.
~ a a ~ a a ~ 'o / 1.5 7.7 7.5 7.6 7.5 7.6 7.6 7.9 7;$ g,
1.7 7.4 7.5 7.8 8.0 7.7 7.5 7.9 7.9 7.
a a ~ s 1.6 7.5 7.5 7.8 7.8 7,g 7.9 8.0 7.9 7 1.7 7.6 7.5 7.8 7.8 7.1 7 7.6 7.8 7 ~
1.6 7.6 7.8 7.3 7.8 .9 7.9 8.0 7.9 7 1.4 7.8 7.7 7.7 7.9 7 8.0 7.9 7.7 ~
m ~ m ~ W o ° 1.4 7.7 7.9 6 7.8 g.0 7.9 7.9 7.7 1.5 7.8 7.6 7. 7.8 8.0 7.9 7.8 7.6
a ~o , a •.v 1.3 76 7.7 7.7 7.8 7.6 .7 76 1.~ 7.6 7.4 7.5 7.6 7.8 7.6 7 7.5
~ o ~ ~
~ ~w ~ 1.1 7.4 7.3 7.4 7.6 7.7 7.8 7.9 7.3 1.5 7.2 7.2 7.2 7.6 7.7 7.6 7.5 7.4
1.3 7.2 7.3 7.3 7.6 7,6 7.7 7.4 7.5 1.3 7.1 7.2 7.0 ~ 6 7.7 7.5 7.3 7,9
m a ~ o~ ~ ~ f 1.~ 7.0 7.0 7.0 7.4 7.3 7.3 7.0 6,6 1. 7.0 7.1 7.0 7.3 7.5 7.1 7.3 6.3
F~ i 6.6 7.4 7.3 7.4 6.9 7.5 6.3 3.8
c F 6.5 6.8 6.4 6.1 3.5 ~3 2.8 1.3
~ 0,~ ~ 1.5 5.4 5.4 2,7 3.0 1.0 2.4 1.3
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NOTE:
i ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES
OUTLINED IN ASCE MANUAL Jt50, ACOE, NC BUILDING CODE, R O WB OA T
CAMA/CRC, AND ANYLOCAL BUILDING CODES.
n~ 2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1
D ~ HURRICANE
~ A 3 THE PROPOSED DOCK SYSTEM WILL HAVEFULLYENCASED DOCK & DREDGE
D ~ POLYETHYLENE FOAM FILLED FLOTATION.
4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL
STRUCTURE. Considered Among the Ve
~m o 5 TREXCOMPOSITEDECKING 858 Williamson Road w
D 6 FULL VINYL RUBR4ILSWITHMOLDEDCORNERS. Mooresville, NC 28117 ~r'.~-'~-'-' p
~ ~ a 7 BOAT CLEATSINSTALLEDASNEEDEDATEACHSLIP. [phone] ,G, O
~ m 8 UTILITYPEDESTALSFORELECTRICITYANDWATERH0.SEBIBS 704 663-5298 FAX 4n
t~3 SHALL BE PROVIDED AT EACH BOAT SLIP. ~ ~
p D nwics 9 BOAT PUMP OUTUNITLOCATEDATDOCKADJACENTTOTHE website: www.rowboatcomp .coin r~
BOAT RAMP. f`
10 "NOSEWA~EDISCHARC,E"AND "PUMPOUTAVAiLABLE"SIGNS
~ ~y ~ cs~sa~i~~ ~r w i- SHALL BE LOCATED IN A CONSPICUOUS PLACE.
C e~wr ~ ram wMc DRAWN DATE:
fOPSdL QI td/ OF F~PoC BY: MAD 05/06/05
n Q i fJ~! t~T r APPROVED DATE:
BY:
Z D ( nwras
~ ~ ? ~ REYSTQt SfN~ARO UR f~ PROJECT MANAGER: DATE:
C ~ ~ t n f ' a~a~t MAD 05/06/05
C7 z ~ n~ ome+ rar ,?r w~u ~5~~- pwsau SCALE: ~ ~O.O ,
3'' nr~..ae. ~ ~
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~ ~
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Z ISSUED FOR: DATE:
r.s (1
i
T B APPROXIMATE GROUND TOP OF EXISTING ENGINEERED
/BLOCK BULKHEAD +6.0 MLW Cannonsgate
~~~i~~~~~!~ Marina
~i~ii`~i~ ~i
. ~ White Oak
ELEVATION ADJACIENT 1 ~-i ~~'~T , ~ TO THE DREDGE CUT `i ' ~ ~ . ~ r'T V ~It-
1fi , ' ~ , , z-_~ r ~ , ; ~`~,~`~,~~i,`~, Township,
i ~ ~
T, II Tai
J _ ' ~i'i North Carolina
MARINA BASIN
ENTRA CE CHANNEL
x - -6.OMLW/\~/~~j~
i i~ DREDGE
8
i~i~ i~~i~~i~ %~~i~~i~ ~~i~~j~~'~~i~~i~~~i~~i~~i~~i~~i~ii~~~~i~~i~i~~ ~~~i~~~,~i,~i~ P R 0 F I ~ E 0 F
ICW ~ / / / / / / / i ' / ~ / / ~ CHANNEL \ \ ~ \ ' \ ~ ~ \ ' \ ~~~~~~~j~~~~~~~~~~~~ ~~~i~~ ~~,~~i,~~~,~~~,~~i,~~~,~~ii~~~i~~~i~~ii~%'%~ ~\';~\~~\~i i%i BASIN A N D
~ START OF NAVIGATION ~ ~ ~
/ ~ START OF 8-8 SECTION CHANNEL ELEV. -7.5 MLW /i~/~ i ~i
\ ELEV. - 8.5 MLW ~ ~ \ ~ ~ ~ \j
~ \ TIE INTO ICW j\~\ ~ ~ START OF D-D SECTION j~~~ \ START OF GC SECTION ~ / / / ~ / / / ~ ~ ELEV. - 9.0 MLW ' ~ ~ ~
g ~ CHANNEL AT EL~ - 9.5 MLW ~ i~\'%\ ~ , ~ "s / / / / / / / / / / /ELEV. - 10.5MLW / / / % / / / / ~ % / / ~ ~ / /i i / ~ / / / / NOTE: \i\ \ i\~i %~~j/~~%i~%~~j/~~j' ~i\~j/~~j/~~j/~~j/~~j'i y/~~~/~~~/~~j/~~j/~~j/~~j/~~j/~~j/~~j/~j% i ~j~~
CP-18
~~cor~~n~ c~e~ c uec RG~n~ ~Ya~FQaTFn RY A S~`A1 F FAr'T(~R
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0
OF 12X TO BE SHOW SLOPE OF BOTTOM CONTOUR x
051 6801
0
0
a

onsidered Amon the Ve , st C g
858 W~Il~amson Road ;
~ Z Mooresville, NC 28117
'=~P
[phone]
_ [phone] FAX ~ - a
website: www.rowboatcom y.com ~ ~t
DESIGNED BOTTOM EXISTING BOTTOM U
EXISTING CONTOUR POST DREDGE ONTOUR
BULK BEAD D
DRAWN DATE:
EXISTING DESIGNED BOTTOM CONTOUR B~K EXISTING BOTTOM POST DREDGING 1:4 S CONTOUR 1:4 SIDE SLOPE BY:
~ APPROVED DATE: -8.5 MLW , , I I I BY:
I- -7.5 MLW ~-----I
C 0.0 MLW II I .
~ I 1:4SIDESLOPE '~~~~'~F---~ O.OMLW I ~ . _ _ _ _ _ - - - _ , U PROJECT MANAGER: DATE:
- - - - - ~ . ~ I
- ' SCALE: „ ~
_ -
i ~ ~ J I
40'
40'
CANAL
NOTE:
1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES
SECTION VIEW OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,
CAMAlCRC AND ANY LOCAL BUILDING CODES.
A-A
2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1
HURRICANE
3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED
POLYETHYLENE FOAM FILLED FLOTATION.
4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL
STRUCTURE.
5 TREX COMPOSITE DECKING
6 FULL VINYL RUB RAILS WITH MOLDED CORNERS. ISSUED FOR: DATE:
7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP.
8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS
SHALL BE PROVIDED AT EACH BOAT SLIP.
9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE
BOAT RAMP.
10 "NO SEWAGE DISCHARGE' AND "PUMPOUT AVAILABLE" SIGNS
SHALL BE LOCATED IN A CONSPICUOUS PLACE.
EDGE OF CHANNEL AS
SHOWN ON PLAN VIEW 1
EDGE OF CHANNE DGE OF CHANNEL AS EJ,IISTING BOTTOM SHOWN ON PLAN CHANNEL AS
EXISTING BOTTOM DN PLAN VIEW EDGE OF CHANNEL A
CONTOUR SHOWN ON PLAN VIEW
SHOWN ON PLAN VIEW CONTOUR r 9.5 MLW -10.5 MLW
DESIGNED BOTTOM CONTOUR ~ 1:4 SIDE SLOPE - DESIGN BOTTOM CONTOUR 1:4 SIDE SLOPE I
POSTDREDG - ~ POST DREDG
_ _ - - 0.0 MLW - - _ - i~ I i~ I
~ , I ~ ~ 1 i
o , i ~ r_-; I I I
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m CHANNEL
SECTION VIEW 0
~_r
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0
x
051680
0
a
b
a
a

NOTE:
1 ALL DOCKS SHALL MEET OR EXCEED DESIGN GUIDELINES
OUTLINED IN ASCE MANUAL #50, ACOE, NC BUILDING CODE,
CAMAlCRC, AND ANY LOCAL BUILDING CODES.
2 DOCKS SHALL BE DESIGNED TO WITHSTAND A CATEGORY 1
HURRICANE
3 THE PROPOSED DOCK SYSTEM WILL HAVE FULLY ENCASED ~ z
POLYETHYLENE FOAM FILLED FLOTATION. w
~ 4 A HOT DIPPED GALVANIZED STEEL OR ALUMINUM INTERNAL , w
STRUCTURE. Considered Among the Very t ~ 4 ~t7
~ ~ 5 TREXCOMPOSITEDECKING 858 Williamson Road ~ ,M -z
aarti ~,Q 6 FULL VINYL RUB RAILS WITH MOLDED CORNERS.
Mooresville NC 28117 ~ 7 BOAT CLEATS INSTALLED AS NEEDED AT EACH SLIP, _ ~ ~ ~
[phone] ~ ~ . 8 UTILITY PEDESTALS FOR ELECTRICITY AND WATER HOSE BIBS '
704 663-5298 FAX ( ) ~
SHALL BE PROVIDED AT EACH BOAT SLIP. q
m ~ 0 9 BOAT PUMP OUT UNIT LOCATED AT DOCK ADJACENT TO THE webs~te: www.rowboatco p --:t~ c~
BOAT RAMP.
10 "NO SEWAGE DISCHARGE" AND "PUMPOUT AVAILABLE" SIGNS
SHALL BE LOCATED IN A CONSPICUOUS PLACE.
DRAWN DATE:
BY:
APPROVED DATE:
BY:
PROJECT MANAGER: DATE:
SCALE: „ ,
EXISTING GROUND ELEVATION APPROXIMATE WATER ELEVATIO DURING DREDGING OPERATIONS TO A F PIPE SHALL BE POSITIONE END 0
W PROPER DRAINAGE OF BASIN TO ALLO
BERM TO BE CONSTRUCTED
FROM EXCAVATED MATERIAL
IN CONTAINMENT BASIN
FLASHBOARD RISER RISER
DREDGE DISCHARGE PIPE TO BE INSTALLED IN BAISN SO TYP. 30" DIA " IA D DISCHARGE PIPE
THAT NO EROSION OF ADJACIENT EMBANKMENT
OCCURS DURING DREDGING OPERATIONS 12
10 5 ISSUED FOR: DATE:
~Q ~
~a
;r~
150' ~
~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~y~y~~ ~ ~ ~~~i~ ~~i~~ ~iv~~~i~~i~~i~~ ~~i~~ ~ ~ i~~i~~ ~ ~
~~i~~%~i~~~ i ~~~~~i i~ ~i~ ~ ~~i~~i~~~~~i~~%~~%~~~i~~i~~~~ i ~~~i~i ~ ~ CONTAINMENT BASIN SECTION ~ ~
~ ~ ~ ~ ~ ~ ~
T L
U
O
1~y.
4J
a
NOTE:
3 v
~ THE DREDGE SPOIL BASIN SHALL BE LOCATED ON THE PROPERTY IN
THE AREA OF THE PROPOSED POND. SEE SHHET CP-5 FOR LOCATION OF
9 POND. DURING THE DREDGING OPERATIONS THE POND WILL DRAIN OUT
TOWARDS THE MARSH. ONCE THE DRE~3+GING OPERATIONS HAS CONCLUDED
THE POND WILL BE REGRADED TO Tht c;UN I VurtS 5huvvN vN i nC
x PROPOSED GRADING PLAN.
0516801
g
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J ~ h ~ ;ENVIRONMENTAL, 0 7s 1.T 7.7 7~ 7A 1,1 ~ . 7s 1.b 7A 7A ~ of ~ ~ LLC ;
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DATE ° a
''~4
~ JANUARY 5, 2005 <
LAST REVISED ° LEGEND
~ `4 ~ 40.2
SOUNDING LOCATION AND DEPTH RELATIVE TO MLW DRAWN/CHECKED
, ~ APPROXIMATE EDGE OF SHORE LINE z MAC/JTW
APPROVED ° Z a
MAC Z
a W
GRAPHIC SCALE SCALE m ~\y N
J ti o' so' sa' ~zo' AS SHOWN z ~ °
AB E EDG VO U AVAIL PROJECT NUMBER
= 4 8 CU YDS -8 MLW = 27,382 CU YDS -9 ~ -7 MLW 16, 9 1' R EP = 14 449 1 0 R -9 MLW = 41,754 CU YDS W
1' OVER DEPTH = 10 960 CU YDS = 41831 CU YDS TOl ~ 1' OVER DEPTH = 14 626 CU Y (IN FEET) ROWB00244C ° ° TOTAL = 56,380 CU YDS \ °
TOTAL = 27,458 CU YDS TOTAL , . ~ INCH = so Fr. SHEET NUMBER N
a - M `5 ~ ~ o
a NOT S r
M ~ \ o
REVISIONS W
n b INNERSPACE 456 FATHO ETO and are expressed in feet and tenths t. Soundings were take by c•
below mean low water. ISSUED BY PPRV'D BY DESCRIPTION NO. DATE CP=21 J
Proposed dredge depth VA.......... K 2 c• P i`1 Q
w 3. Mean tidal range 4-p .
chart is subject to silting. The actual depth foilowing the date of the 4. The area shown by this These depths were found on 12~D4••••••• ,\2
survey may be less then the depths shown OF 1
Carolina State Grid (NAD 83). 5. Horizontal Coordinates System: Reference to North

W
404 WETLANDS CERTiFICA110N FOR cROArAN NAnoNAL FOREST ,4 EJ.P. i ~ 'ICA110N FOR. USACOE SURVEY APPROVAL 4 A S R11FI T10 WITH EF ENC TO OSE REA SO ETER INFO Y US OE or
. . N EN D ~ a
~ "This cartifies that this co of this lat acc N.C. 24 ~ py P this .plat accuracy depicts the boundary to the Jurisdiction of T. ~ a
Section 404. of the Clean Water Act under tF s ~S y q~ underoigned on this date. Act under the present lay and regulations as determined by the se up th curr t s tus of U. vs Ison, the rmy orps of E sneer do not t this time _ asst Tied tiara ver a tal a as o Isola d tiara sho o locat o the ferenc d - w w
Unless there is a change in the law or our p ( I r this determination of Section ~ a aw o our blished re ulations W ese d i t ve the Pu g ~ prope ra t a rat t de sion m ion is e A y C ps ass >u d o o o
a ~ ~ 4 404 risdiction-may be relied upon for a pei r+ ~ ~ ion for a period not to exceed (5) years from this date. This r Ten oia d a c,"
r I @ ! `U determination was made utilizing. the 1987 G s elineation Manual." ~ the 1987 Corps of Engineers: Wetland D
n I ~ ~ I • N g1 5 N,C.G.S, STATION ' j (Nam "WATER ~
?D ~ Name ~ ( ) NJ~.O. 83 COORDINATES
i i ( e) N= 355,885.791 FEET ~ > E= 2,603,013.715 FEEL p
o , ~ Title )
ROGUE SOUND ~ N F Date cn ( Z
• • • CORNER. NOT FOUND (Date) Alton R. Rouse O_
i c i n i a DUE TO ACCESS CIW~MIEL s q P.LN.6305.03-44-8635 2 In
Rs- 0
z a Or a
U
o~D w~E FENCE ~ 2 W U D
ALONG uNES $ z N~ +
. w s' M
Y'`! ~ + ~J / ~ ~ d W
h Z Z N z u Z ~ E7s , ~ 8S! 0 , ~ pr w + z ~ Oh
ro ~ spy, ~ e~ c!' Also K q p • h~ f w a S
Bo ue Sound a ~ 9 ~ o ~ ti g ~ s~ an N z ~ kFS de ,
0 e~ ~ ~ o ~ z rs 44 5e»E ~cH C , s: • w y a z AT r@e 2806.47 ~ ~ ~ ~ z THI$ k
s4r ~ S ~ , ~ N ~ ~ z L GRID DISTANCE 1. ~ ~ N OG I N z , 0"11 w ~ °1 w ~
1Z2pO/ , ~1~. 90.00 Z20p ~ 18. + Z ~ ~ ao z 90.00 ~ ~ , ~ ~M ~ (R] ~ 8 y m o V ~ + W ~ O, J gw •U J
~O ~ O N A0 ~ ~ • W W Ui 3, ~ s! N z 208 5 ti m g. QD ~ 8• ~ ti N
i • +W
111.00 ~ ~ OD w S rat ~ ~ z
f a ~ 8 ~
N O N +Q
EXI51MlG MARNN AND ! AQCESS CHANNEL E OF 8 ~ O d'
a, WATER EDG ,n m ~CONq~E AND A1tClIItECiUN. CONCRETE AND BLOCK ~1
" BIAdc BULKHEAD 0
y
WETLAND MEASUREMENTS NOTE
APPROX. HIGH ~ WATER uNE N AREA "A" = 1 701.20 FT WETLAND AREA "B° 8'41~51»E
WETLA D , TOTAL LINEAR FEET = 8 041.62 FT x•00' ' 6'o6»w
WETLAND AREA B = 8,041,62 FT SEE SHEET#002 FOR DETAIL 15.00
WETLAND AREA C = 18,235.43 FT
E.c.M, " " WETLAND AREA D - 991.,60. FT ISOLATED WETLAND #1
wETUra AREA "e• ro• n ENCLOSED AREA = 28,272.57 SQFT
WETLAND 1 = 28 272.57 SQFT ISOLATED ~ , APPROX.. 0.65 ACRE m
H F R .TAIL . _ SEE S EET#005 0 DE
ISOLATED WETLAND 2 = 1 761.02 SQFT
N . ISOLATED WETLAND ~3 = 22,564.73 SQFT
M w
y N »
WETLAND AREA C
= T TOTAL LINEAR FEET 18,235.43 F Bo ue Sound 9
SEE SHEET 03 & 004 FOR DETAIL i~
„ ~ WETLAND AREA A c0
TOTAL LINEAR FEET = 1,701,20 FT ~ ~
0 y~ ~ w ~ SEE SHEET X002 FOR DETAIL r.
h N N d-
H i N
WEn.AND AREA 'C' ~ ~ m ~~JN
~ W Z ~ ~
O S O
~ ~ ~ ISOLATED` WETLAND 2 » . Q ~ ~ wETUr~ AIWA A ~ Z
~ ~D. 0~ ENCLOSED AREA = 1,761.02 SQFT \ (1~N
APPROX. 0.04 ACRE ~J W ~
~ ,m SEE SHEET~005 FOR DETAIL N
N O h
V ~ CL
WETLAND AREA "C" W
ro• Z
APPROX. HKIH n • ~+w
WATER LINE WETLAND AREA D W
TOTAL LINEAR FEET = 991.60 FT .ry'` N.c.GS. sTAnoN
E.LP. OF ~'P' SEE SHEET 05 FOR DETAIL o~R~o of OLD dRT PATH
w~ ? 1\=
hk v ti~ APPROXIMA q~ hMk f= 2, 2.538 ti~ , p~ 3814'E
OF SMALL ~ ~ ti N , ti 171.89 V
~ GRID DISTANCE .
1~ 5~ ~ ~ . ~ N.A.D. 83 COORDINATES 4)
1 6T N 5 ~ N ~ N= 358,975.874 FEET ~ ~ E= 2,605,732.818 FEET ~ ,~,r W ~ TE Z N o APPROXIMA + ~
'sx ~ ''1 X07.90' 8 3q , ~ c of OLD W a ISOLATED WETLAND #3 ~ c o0
0 iV
90 1 N 5 ENCLOSED AREA - 22,564.73 SQFT ? ~
ti y ~ ~ ~ N APPROX. 0.52 ACRE ~ ~ U ~
w x ~ o ~ ~ ~ ~ u' olD DmCH M.ONii TINS LINE ~ N ~ SEE SHEET 05 FOR DETAIL W #0 a ~ tts
46'41'06•E ~ ni ~ C N
Z W ~m3 ~ ti NOTES: W
W ~ N W~ N i ~ ~ • b d 1. REFERENCE: D.B. ~ 'C 4) ~ se ti ?T ) 820, PG. 354; NCDOT PROJECT BOOK, PG. 281-283; _ 4~ ry ~ AN UNRECORDED PUT BY POWELL SURVEYING COMPANY ENTITLED SURVEY R1
W %y W ~ FOR STEVE STROUD, DATED MAY 10, 1985; AN UNRECORDED PUT B'Y . '2 ~
~ .s ~ SO 0`0 . ~ S ^ POWELL SURVEIING COMPANY ENTITLED SURVEY FOR STEVE SIROUD, DATED M S 08'12 57•W r ~ Q s? MARCH 1, 1985; AN UNRECORDED PUT BY J.P. MCLEAN ENGINEERING W
~i O O N F ?d ASSOCUTES ENTITLED PROPERTY SURVEY FOR E. STEPHEN STROUD, DATED
W ~ N F E.I.P. IN ~ ~ ~ INTERSECT E.LP. NV CQITERLINE MARCH 5, 1986. • IMERSECnoN OF DIRT Viola Ucafi et al 2. rAx P.I.N.: 6305.02-55-4828 63G5.o~-84-1254 -
4,y0'E, LINE OF PATH 1 ~ sANOERS CREEK Sue Bulidrd , ,6305 02-65 1855. PATH AND OLD DITC .LN. 63OS.O2-66-58 3. FLOOD IONES ON PROPERTY ARE ZONE X, AE(0.8), AE(EL9), VE(0.10 ,
Bo ue Sound 5~ 9 P.LN. 6305.02-76-3489 PER F,I.R.M. 3720630500J, DATED JULY 18, 2003.
s~ 4.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, I~REEMENTS, ANO MM W RK+'H1S OF WAY OF RECORD PRIOR TO THE DATE OF THIS PUT.
d~ w 5.) THIS MAP REFLECTS NEW RN'~iT OF WAY SHOWN ON NCDOT PROJECT
80 t BOOK, PG. 281-283 AND LOCATED NEAR THE NORTH WEST CORNER OF THIS State of North Carolina TRACT. THIS PROJECT' ALSO INDICATES AN EASEMENT FOR DRAINAGE NEAR
G w Craven County THE CORNER OF TENS TRACT. THE TAIL INTCH EXISTS BUT THE
'o g EA~IT AS SHOWN ON THE REFERENCE PUT IS NOT POSSIBLE TO LOCATE.
~ a I Jock P. Huddle, certify that this map was drawn under my supervation from an 8.) BOUNQAR1f SURVEY INFORMATION LS TAKEN FROM THE BWNDARY SURVEY
Le end ~ o 9 actual wetland survey made under my ~pervision. This map woe r ared in DONE BY "PRESTIGE UND SURVEYING P, A, DATED NOVEMBER 9, 2004. PROJECT N0: P eP W
EXISTING IRON PIPE _ E.LP. ~ ~T E.C.M. EXISTING CONCRETE MONUMENT J SUy accordance with G.S. 47-30 as amended. Witness my on anal signature, 501 B. McLEAN ~vD. CAPE CARTERET-SWANSBORO, N.c, 26564 DATE: 02/03/2005
EXISTING IRON REBAR E.I.R. ~ VER SH T C HET 0 1 S r istration number and seal this T~ da of ~ ' 2005. [phone] eg y 7.) ADJOINER INFORMATXN FOR THE WEST SIDE OF PROPERTI' STARTING AT SURVEYED BY: 8 HARRELL
E.P.K.N. EXISTING P.K. NAIL ~y,~n E.RR.S. EXISTING RAILROAD SPIKE » » » » N.C. 24 IS AS FOLLOWS: RALPH C. RUSSELL P.LN. 6305.01-36-8160, .DRAWN BY: ~ DEBORAH H. SWNN P.LN. 8305.01-35-8951, DAVID J. LEONARD P.LN.
. A?TE A A AN ~ T H EA. EXISTING AXLE ~d'""~"+ah~~ 8305.01-35-9883, RICHARD P. BAYUSS P.LN. 6305.01-35-9687, CHECKED 8Y: J HUDDLE
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J.1 f vVI 11Av111 rlrl_ y7 T- O" C,. _ 8. EXISTING IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED. NO CORNERS APPROVED BY: J HUDDLE
S.C.M. SET CONCRETE MONUMENT SANDERS CRUX SH T 003 WETLAND AREA --C-- - S.P.K.N. SET P.K. NAIL A SET OR FOUND IN CREEKS OR BRANCHES. 4
CENTERLINE (PART -2) WETLAND AREA C 4 H T _ P. Huddle RLS SCALE: AS SHOWN Z • SEq~ DRAWING NO.:
RIGHT OF WAY a ? h R RADIUS N /F 4 2 f . TIZ
A ARC SHEET# 005 AN AREA "D" ISOLATED - 200 0 200 400 600 SHEET T OF 5 ,OLATED WETLANDS Registration Number
M.B.S.L. MINIMUM BUILDING SETBACK LINE FIVMP, LLC r
S.F. SQUARE FEET M.B. MAP BOOK P.I.N. 6305.02-96-1604 p GRAPHIC SCALE IN FEET
D.B. DEED BOOK CP-22
A.E.C. AREA OF ENVIRONMENTAL CONCERN

1 /4"
6" 45' BEVEL 2
. F ' ~ , ; , ~ ~ ~ . DESIGNATED n , ° ~ ' ' ~ ~ rr~ ~ ~ ~ ie r ~ v~ ; WETLA OS L S ~ ;
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v ~ ,i q ~ r, ~ i"' „ ~ i
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WEIR SECTION WALL SECTION
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CONTRACTOR SHALL EXCAVATE WEIR PLATE DETAIL ALL EXCAVATE
15 ~ ; ~ ~6 "4 ~ ~ i ~ ~a % =a 40 X15 MAN MADE WETLANDS DE WETLANDS NTS
~ _ I , ' , ~ ~ ? ? ~ t 1 ° ~ ; ~ , 1 ~;1 , z ~ ; , BASIN, REFER TO ESTABLISHh ' ~ ` ~ ~ ~ * ~ ~ ~ k ~ ~ ~ ~ ~ ' ~ . ~ ~ EMERGENT VEGETATION DETAIL' "ESTABLISHING fATION DETAIL"
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I I ~ VEGETATION SEE SPECIFICATIONS i ~ ~ ( ' ~ ' ~ ' ` _ ` ~ ' ` ~ PER SPECIES COMPOSITION
0 w ~ FULL LENGTH STEEL I 3 *IV ~ ,I ) I. ~ ~ ~ ,I 1 ~i ~ ~ ~ 1
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ARTIFICIAL WETLANDS PLAN VIEW GRAVITY DISCHARGE FROM ~ - N • TABU ~iING EMERGENT ES S
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0 0 WETLAND VEGETATION DETAIL
NTS
0 0
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~ ADJUSTMENT ELEV, = 14,14'
~ , ° 6 - RECTANGULAR WEIR PLATE WITH DISCHARGE WEIR WALL
SLOTED BOLT PATTERN FOR
° 2' ADJUSTMENT ELEV = 13,50' 4
~ SLOPE EXISTING GRADE 3;1 TO CONTRACTOR SHALL EXCAVATE BLEND INTO DISPERSAL CHANNEL EL SEED AND MULCH SIDE SLOPES
6" 3;1 SIDE SLOPE 40'X15' MAN MADE WETLANDS AND „ EXISTING DESIGNATED
~ TOP OF WALL = 14,80 PLANT SUITABLE VEGETATION 6 N a NATURAL WETLAND
EXISTIN = 1 ~ a ~ ~ ~ ~ ,1 . _ . .',,1~ ,n
Vv VA VA/A~/ /AAV~/~A/~~~~;~.,~ _ ~ ~ ~:lU' 1 ~'!`V~.' _'.~~1 '1 ~ '~i~ ~~I ~ 1,i ~ , i~ a a t , , ~,J 1 ~ , . ~ vv~vv vy.vv ~ ~ vv ~ Q AWL - 14,0 U ~ ~ l~ ~1~. 1111 ~~~1~ ~'~I i111 ~,i~
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`~AV'V`\/ A/AAj ~ ~A~AA~AVAVA~.A~- ;~A~\~VA\~ V\ ~V~~ AAA ~~~A~\ ~ ~~~~\~A/\\\\\\\\\~ A\\:~ ~ \ ~A ~,~~AVAVAVA~VA~VAy r / . ~ ~ / / / / / / / / ~ /i / //A,~ ?/A~~,//A//~~/~//~jA//A/j~//~//A/j //A//A/iA/ ~?/~/A//A, Y/i// % ~%,~/i ' ~ ~%rij /j~//~/~//A/jA/j / //,ij o ° ~ ~~A// V~ wi . V//V/V/iVi~ ~/Vi~V/.Vi/~V/~V/ /~\~~l/V~V//\~~V/V ~V/\iV/V~VV/V/V\~ ~/V/\~V/V/V/ V~V/V/ /\iV vy ~Ai A/~ /V~V/VV/V/~?V~~ A/\iV~ /~A~.~V~ VA~VA/VA/VA~~ ~ :A/~A/~A A•AUVA ~A~ V~,A : A~ VA VAS\~~\~~VA~VA~A~~•:, ~ v~~ iiw ~ \ ~ ~ A ~ A \ \/V ~;VA ~ A~\~
f YVA/~ ~ > ~ ~/~\~%AA/~~~~~`/VAj~jl,~/,~AI~A.~Ai~.rah,~~.~,.~Ai~A,~A,VAi\/~\/i?~A/~/U~A/AA~\/AA/~A/AA \/AA~\/ A \/AVA A~//~•/A VA/V~~\/ A~%. " ,;~A/jA~/~~T~/~~A?\YV~'\%AA~ i~ ° ~`(/V%j~. ~ :/~~//V/,~V/~V/°C~i,~.,/~.i,~ /~/iJ~V~'`llV/V//`~/~V//V~ / ~~/V~!vA~~V'/ ~~//~Ai ~\!V//V//~/V//~/~V//~<C\~~/ ~ A V/\ \ \ \ \ \ \ A ~ ~i ~ . ~ - ~ A ,A ~A \~~A \~A \ \ \ ~ A~~ /~~/VA- \~~'~/~~~~V~V / ~\~~Ai~~!~A~., ~ N\~A/VA, /V~1~~\ C ~A~~~~~VA~~~~VA~~'V ~ -~Ai~V~~: A~ ~`,~A~ , /VA~VA~\~~V~~V ~VA~V~ A VA~VA~VA V OVA ~VA/VA, ~A~~%~/ , i~A/~ /VAiVA~VA/VA/VA,VA/\/~• ~ /VA~~A/VA• Ai\~VAlV~ v < A;
i /A/A \/A/~j~ AAjA/AA/A~V~j~~jA, `itii%///~Y/A~~/~/AA/~%AYVAy~/~ BOT. SLAB = 11,14 v, viviv ~ ~ / / ~ i ~r ~ i ,i ~ / /,~-i~ /\/A/\/A~Af~/':~~//~~/~/i?//i~~n~/~/ii//i ~%~/i~/iii/il/n~/i 11/~~~~,' /n~/~//~~//~?/Ai,~/il/i~:~/i~/~~/ir, ~1/i~'?,~/~~/~ i.,;;~/~~/Ai/„-/i %~i:~/,. !r, iV~~V~~V~~~A~~~~ V~~~~~`
o " a ~ ~ / / /~y~`~. ~ 3 PEA GRAVEL ~ ,vv/~~~,. v;,, ,w ~ ivyv~ivv/vvi,~y~/vvivv/~yviv~ %~~~\\~~\\~~~~~\~~N~\~~ AT H I TING GRADE UPSTREAM OF
_ CONCRETE SPLASH PAD W WWF 1 / /i'/i i~i~i ~;i~ ~~~~/~~~~~i~i~/i~/'~/~~~ a T.O.S. = 12.9D' a ~;;~~~~\~~`~/l\\/~\\/~\~/~~ \/~\?i/• ii~ii~~i i~~%~~~' %~v1ivvii>v~~vvr EXISTING WETLAND BOUNDARIES, NO
% N C DISTURBANCE WITHIN EXISTING 3 DEPTH OF PEA GRAVEL FOR
CONCRETE SPLASH PAD W/ WN J H PAD W WWF ROOTING EMERGENT WETLAND WETLANDS IS ALLOWED /
T.O.S, = 12,75' VEGETATION, SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS,
8" DI DISCHARGE FROM 1'_g" a GROUNDWATER PUMP STATION
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S AL D= = o - 200 MacKenan Court, Suite 200
° 025733 - W Cary, North Carolina 27511 Carteret 00 Phone: [phone], Fax: [phone] arteret County, North Carolina ARTIFICIAL WETLANDS AT PROJ. MGR. KCE NA
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. . ~ v~ - D 5 i) -~x ~ ~ 1 ~ MONITORWG WELL
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I
SEE SHEET D-5 FOR SECTION
~r, ~ i ~a ~ ~ INFILTRATION. BAS1N #3 ~ ,
~ i 4' x 4' PRECAST X. WATER SURFACE ELEV. = 17.5' (1.80 A I
CONCRETE INLET 2? j ~ PQND BOTTOM ELEV. = 11.0' (1.31 AC) ~
` ' STRUCTURE ~ ~ ~ (SEE SHEET D-6 FOR SECTION) ~
N GEOBORE 2B ~ i
w 1
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G" RECLAI ED WATER L E ~ ~ ~s
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/ RECLAIMED WATER ~ ry CLEAN OUT'~'i~l~E 2) /
CLEAN OU TYPE 2 / _ ~ ~9 DO NOT DRINK ~
:INV. ELEV - 10.0 „ ~ INV. ~CEV. = 10.x'. ~
6 -3 x 10 -2
2 SCH. 80 _ _ _ PRECAST CONCE 1ST~CONCRETE 4' x 4' PRECAST
P VC SUMP VALVE VAULT , :VAULT SEE CONCRETE INLET _ ~ i~ ~ / C STRUCTURE f ~ ~
DISCHARGE LINEN o ~ DETAIL SHEET C ~ SHEET D-6) GEOBORE 3B / ~
~
~ i ~ ~
i ~ 6 ~ /
MJ DS ~ / I jALL NEW
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t~ - ~ ' / ~ _ ~ ~ / / ~ ~i~ i (SEE ~ETAI SHEET
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8 PERFORATED PVC tJ~ i
~ ~ ~ ti o i GW CD ZONE 2 r STALL NEW ~ ~ti 125' ~
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o ~ ~ INV. ELEV. 10.0 2 6 ~ ~ P i I 2 6" GATE V DO NOT DRINK c > ~ r
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~ 2 8 x 6 MJ REb;UCER „ , J I i ~ i I (1 8 , ~ i
_ _ . ,~0 ~ ~ M _ \
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- ~ ~ - I N 6 90 MJ BEND
L N N I 6 PER _ v - ~ ~ 6" PERFORATED PVC - F
~ E / I _ , ~ GW CC GW CD (ZONE 2) PIPE LEGEND
N ~ ~z2 . 1 ~
, W N I P ' 8 ~ x ~ ~ 1 ~9
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Na, ~ 18 ( r M O , PVC RECLAIMED
n ~ 6 1 r ~ 1 0 0 ~g WATER LINE
°o a o ~ INFILTRATION .BASIN #4 -
,2 X. WATER SURFACE ..ELEV. = 175 0.78 AC N LAN U EAN OUT (TY 1)
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SEE SHEET D-6 F(~R SEC CONTROL PIPE (GW CD)
r a o - ~ d
GEOBORE 4A
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a ~ 4 X 4~ PRECAST ~ CAUTION: e _ ~
m ~ i \g _ . CONCRETE INLET RECLAIMED WATER ~ m 5 ,9 WETLANDS GROUNDWATER CONTROL DRAIN (GW CD)
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ma°N V) 0° - 025733 a o a b o Cary, North Carolina 27511 a ere C m 00 Phone: [phone], Fax: [phone] Carteret County, North Carolina INFILTRATION BASIN #2, 39 4 PROS. MAR KBE NA 00 GRADING PLAN, 6" RECLAIMED WATER PIPING STATUS: REN40N
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CANNONSGATE AT BO MAJOR CAMA PERMIT White Oak Township, Carteret Co DEVELOPER (APPLICANT): OGUE SOUND a
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~t County, NC
SHEET INDEX
COVER SHEET
EXISTING CONDITIONS CP-1
R.A. North Development, Inc.
OVERALL CAMA PLAN CP-2
110 Matthews Station St. SHEET REFERENCE PLAN CP-3
PHASE 1 EAST ENLARGEMENT PLAN _ CP-4
Suite 2 D
Matthews, North Carolina 28105 PHASE 1 WEST/PHASE 2 SOUTH
ENLARGEMENT PLAN CP-5
704-321-0401 PHASE 2 NORTH ENLARGEMENT PLAN _ CP-6
704-321-9823 (fax) ROAD SECTIONS DETAILS CP-7
UTILITY PLAN CP-8
[e-mail] Vicinity Map UTILITY PLAN CP-9
OWNER UTILITY PLAN CP-10
UTILITY PLAN CP-11
Eric S. Stroud DETAILS (PIER/BOARDWALK) CP-12
P.O. Box 1550 f~ DETAILS (WETLAND CROSSING) CP-13
ENLARGED DOCK PLAN CP-14
Raleigh, North Carolina 27602 BOAT RAMP DETAILS CP-15
919-832-0594
FLOATING DOCK DETAIL CP-16
DREDGE CuN~IGURATION CP-17
CONSULTANTS: ~+''`2° ~ PROFILE OF BASIN AND CHANNEL CP-18
landscape archite CANAUCHANNEL CROSS SECTIONS CP-19
SPOIL BASIN DETAIL CP-20
JDavis Architects, PLLC - : HYDRO(~RAPHIC SURVEY CP-21
510 Glenwood Avenue, Suite 201 , WETLAND SURVEY CP-2..
f-
Raleigh, North Carolina 27603 a..
919-835-1500 Date Submitted: June 15, 2005
919-835-1510 (fax) kent a~'daroisa~cha.aom (e-mail) 1ti
ry Revisions:
ti
ROGUE SOUND
engineer/surveyor
Q~~em~ o~
Carolina Engineers
JuN 2 2 2005
2500 Highway 70, East NTS
P.O. Box 1578 r~ni~iiios~uw.~n~ n~
New Bem, NC 28563
252-633-2424
252-633-1370 (fax)
[e-mail]
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N~ / ~I ~ ET COUNTY STANDARDS AND SPECIFICATIONS. / ~ a ~ W Fr o CARTER VATE. SEE ` ~ ~ ° ~n
~ i` ~ HVMP, Ll~"J / RIGHT OF WAYS TO BE PRI ~ (0 2. ALL ~ ~ s LL C=""
~ /196-1 X04 / _ 1 P.LN. 630 ICAL ROAD SECTIONS. , , ~ o - Z Q ~ \ TYP IC AND CAN, ~ t~ F r~ Z ~ 3. ALL UTILITIES, INCLUDING ELECTR ~ ~ Q
//11 e \ ~ G s w Q of ~ N ERGROUND. ~ \ EUD ~ ARE TO B \ r_ f ~ ~ V
"'•:.r 4. FINAL PLAT TO BE RECORDED IN ACCORDANCE ~ z MENTS. ° ~
l ~ f• ~ f y'~~. ~ ~ ~ ~ a ITH ALL CARTERET COUNTY REQUIRE ~ ,4 v _ _ D IN ~ -•a~^'` o ~ ~ ~ M ''a W ONE OF THE 525
ri 1. \ 5. ALL AREAS NOT INCLUDE t ti z o • ~ GNATED AS COMMON ~ ~ a Q ~ \ PROPOSED LOTS TO BE DESI ~
'n WILL BE UNDER ~ z Q c~.i • : \ AREA AND/OR OPEN SPACE AND ~ 0 0 y v
~ \ CONTROL OF THE HOME OWNER ASSOCIATION. ~ t ~ n U z 1 .f•::r 9 A CENTRALIZED - t
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~ ~ , ~ : ~ i ~ ; , r.. r.: rJ \ Q PRIVATE n. ~ STE WATER SYSTEM. ~ PRIVATE WA z IQ 1 \ ,
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. ~ - ,1 ;1 ~ ~ ~ ~ ~ SURVEY NOTES: r 3
\ ~ ~ /SANDERS EK ~ \ ~ J 1. SURVEY WAS PERFORMED ON THE FOLLOWING _ w cn I ~ MAY 10 1985, MARCH 5, 1986 AND ' ~ DATES. y > ; , ~ j r. t w Q
'':r - ~ MARCH 1, 1985 BOGUESOUND ii a
~ 1 / ~ ~ 1 ~ ~~1~ 2. NORTH ARROW IS TIED TO NC GRID NORTH y ~ . \ m 7 ~ w ~
_ ~ NAD 2 _ ~ ~ _ ~ ~ \ PERFORMED BY PRESTIGE ~
: \ 3. SURVEY WORK c~ • \ VEYiNG P.A. 501 W.B. Md.EAN z o
LAND SUR _ \ SBORO NC 28584. 393-2129 z ~ t / ~ BLVD., SWAN ~ a
A WITHIN PROPERTY LINES LINE TABLE I \ ~ \ 4. TOTAL TRACT ARE m ~ \ S. RING °
~ ~ \ 1 / ~/rl,r/ ~ 1S 287.35 ACRE LINE LENGTH BEA
I s ~ i ~f J, l \ I l %r~r 1 / ~ ;,i Lt 15.00 N24'28'24"W
/ I J I t ~ ~ ' - L2 64.44 N21'15
4 r / ~ ` ' ~ 55.00 N41'01 25 E L3 0
r ~ ~ ~ ~ 1. ~ ~ ~ A L4 53.00 N05'O6 25 E ~
1 ,rr--_-1 ~ , , \ L5 53.00 N12'29
1 ~ ~ s / 1 I I ~ ~ , , ~ ~ ,l. ~v a
r-,J ~ ~ I \ ~ ~ ~ \ 1 i ~ . \ Le end
: ~ ~ I 9 - ~ E.LP. EXISTING IRON PIPE F y -
, ~ , ~ 'I ~ ) 1 ~ 1 / i i L ~ , -r.. f.:• 4 ~ E.C,M. EXISTING CONCRETE MONUMENT }
I ~ ~ ~ < r':.:.::./ = •t:~::• \ E.LR, EXISTING IRON REBAR z t ~ ~ x........,.::a:::...:.. a : ~ \ ~ EP.K.N. EXISTING P.K. NAD SPIKE p
~ Y-- l' ~ ~ r> > ~ ~ I •i ~ ~ ~ ~ : ~ ~ ~ E.RR.S. EXISTING RAIU20 i ~ ~ : EA EXISTING AXLE
r ~ I i \ ~ 1• S.I.P. SET IRON PIPE
L ~ ' ~ ~ 1 ~ ~ I S.C.M. SET CONCRETE MONUMENT ~ 1 ~ : ,~•1 S.P.K.N. SET P.K. NAIL
o r~ r_.,- , _ / ~ r / l r ~ / ~ % ~ ~ / ' ~ ~ CENTERLINE ~ r / ' 1`-`~ RIGHT OF WAY a / ` ' ~ RADIUS w
l < ~ R m C ~
~ l ~ t~r-~`~~ \ \ \ A G SETBACK UNE ° ~ M.B.S.L MINIMUM BUIU)IN ~ ! ~ I r F` 1 ~ g,F, SQUARE FEET >
F I ~ ~ _ I ~ w ~ ~ ~ ( ~ ~ ~ MAP BOOK ` M.B. DEED BOOK ~
i ~ ~ 1 ~ ~ D.B. ~ ~1 ~ I t ~ ' ~ IRONMENTAL CONCERN L••
z ~ , , ~ ~ (r ~ ~ A.E.C. AREA OF ENV ~ ~1~ U ~ \
! l ~I I k ~ ~ ~ Z y / ~ ~ 'r ~ O
/ Q ~J ~ ~ ~ ~ ~ / ? / 404 WETLANDS (WffH MARSH) z
~ ~ i / ~ , ~ ~ - is i:.: 1 ~ , , 'cari a ~ , ,.u. ~ ? `r-'~-/' _ ~ ~ ~ ~ X ~r NE w \ __~1+_i~ CAMA VEGETATKNd U ~ ~ , ~ ~i ~ w
.LN. 6'305.0 S r ,I ( \ ~ \ ::r.•; \ i j r! / J o ~ ~ ~ N MARSHUNE ~
~ ~ 1 ! 'iii I ~ f' a
sir / I l \ ~ ~ - t. r i t ; . - - - - - - ~ -NORMAL HIGH WATER (NHW) . ~ 0 I I 3 ~ t ~ ; '~i ~ ~ .
. • • ~ rl ? ~ r ~ ~ ~ I TREE UNE w r I ~ ~ ~ ~ z •
1 ~ Q ~ J - - - - ' CAMA SETBACK NWH
n U r~- i ~ A A~ ~ d' 5...
rl I - ~ ~ t' 75 AEC p
~ - 575 GRIM
I l i ~ :r~:• 1 ` ~:r:: / I ~ ~ r : ~ - ~ l - _ _ - - -PROPOSED RIGHT OF WAY
Q i-',, ~ , << ~ ~ l , ~ j , - ~ ~ / - , r ~ ~ - - ~ ~ ~ ~ ~ ~ I - - - - PROPOSED LOT UNE Z ~ L /i4, ~ /
Z`' ~ 1~ 1 ~ r I/ ~ 1 .I x,. / ~ ~ EXISTNIG CONTOUR W I ! ~ -
r ~ ~ r ~ r l _ T: ~ ~ / ~ \ ) ~ ~ r ~ ~ ~ _ PROPOSED CONTOUR v
` /
I ~ ~ I ~ o ~
1, \ ~ i 1 ! ~ ~ ......1,...... ~ i ~ I , I'll ) ~ ~ I ~ a ~
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• •r. ~ Iii ~ / ~ ~ , ~ ~ \ - ~ , •
I I ~ • 1 - ' \ ~ - \ \ t I ~
~1 i .•7: i:• r J ~ i ~ a ti y ~ y ~ ~ I ~ ! r ~ ~ CHANNEL Z 1 I ~ l ` . ( W
I ~ ~ it ~ ~ : • . I ~ ~ r ~ MApKER R-32• I m
1 ; ~ ~
N:357,038.4B9f~~ i.. i. 11 / ) ~ / 1:::::::. •~,k:.~'.. i r 1 ~ ~ l i 1 72 FEET ::r ::1~ ~ r ~ / , r / ~ i ~ \ / ~ o \ I
W ~ I
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I ~ I' i / I 0 r ~ ~ ~ , ~ p PROPOSE ~ , ~ , I ~ 75 SLIPS ~ , , , ~ ~ I I ~l > r ~ , ~ w
l ~ •:x~~ rt• :a::~: :../-•:.;:~::~~:-t: ~.I . t it ~ r ~ 1 ~ . r ~ , I ) A V ( x ~y l ~ ~ I I W I ~ t,
~ - t ~ ~ z i ~ I I I I- / ~ ~ -
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r ~ _~r'~'~~' ' ~ \ ~ I I a r , r'' ~ 1~ ~ ~ 1 1,~1 I 1 C'
v Z I. ~ • I ~ ~ ~ ' ~ ) .1:. v / r ~ t: :f::: ' 1 ~ J ~ ( , ~ ~ ~ , ~ ~ ~ I Q I W ~ ) r t'V~' " F ? ~ ~i 1 1 ~ ~ o
l ~ ) r ~ 9 , _ ~~~ti, I o
~ ~ 's^.1.:t~.`' i r? i \ - 111 t I'- I ~ ~ / f'::: / ri / /-.r ~ ~ / ~ ~ ~ ~ I
.i- i . / . ~ ~ i ~ H v ~ ~ ~ ~ ~ \
O f ~ ~ ' - ~ C ~
`''+1/ \ r ~ ~ N I } ' ~ ~ i ! ' ~ ~ `I a DATE I ~ ~ ,~r - ~ ~ ~ I ~ ~ ~:~i~ i r I ~
ti I ; / f I ~ 1 it ~ ~ , ~ dp r / :~`J:: r ~ r / I i / 1 ~ ~ r \ :y.' :l: - ~.,i` ~ / I ~ ~ t~~ ~ 1 ~ ~ i .a •i I r.' I ~ ) I i 0 l ~ I •~~f:::-~' ,,1.,~,. r~ ~ ~ ~ V ~ ~ I I l7 i C` ~V ~ ~li, II U I i ~ ~ ~ i ~ ~ ~ l ~ 1 ~ ~ I t ~ _ RAM•oa145 05 I ~ CT: ~ I ; PRO,
~ 1 ~~~1 i g
~ ~ ~ ~ • ~ I REVISIONS: COMMENTS 0526.05
~ T
~ ~ Z I
~ ~ , ~ ~ _ ~ ) I ~ ~ k" '--y~ l ~ ~ I -
~ ~ ~ ` ~ ~ L I W
J' ~ i _ A ~ ~ ~ - ~ ~ ~ I ~
1 1~ ~
~ ~ ~ ' , 1 ~ / ~ / - ~ ~:-5~:: I i ~ y .,~',r ~ ~
1 ~ ~ l I ~ ~ l / 1 ~ ~ ~ ~ ~ ..L: vv + rte' ~ ~ l ~ ~ I / ~ ~ I ~ ~ ~ ~ ~ . I I KT SB ~ , ~ ~ ~ i ~ I ~ DRAWN BY:
~ ~ ~ 0 I , ~ ~ I I X KED BY: lZ
~ ~ w~ ~ ~ . ~ / ~ I w CHEC
r i ' ~ ' ; ~ I CONDITIONS / ' ~ ~ 1 i ~ CONTENT: EXISTMrG i t y ~ I~.~ } 1' I
~ ~ ~ I w
Waste water ~ ~ ~ x ~ _ , J; ~ l ; r i ; C_
600 o r ,facil' 4W 200 \ 100
U~l
H_ n_, I N 8 CP-l
LAVER MANAGER: O.200SCALE EXISTING O Fcp
E-y 715

U
GENERAL NOTES '~a fj~ 1 ~ ~'ti a ,r' ~ ~ " ! I o
TOTAL DEVELOPMENT AREA R acre AREA INSDE ORW UNE ~ dpi U. BUILT UPON AREA • SUPPLEMENT FORM r4 SUPPORTING DOCUMENTAitON ~ Area of 12518988 287.35 Area of property 2473487,3 56.78 \ ~ ' ~ I If ~ y 1. ALL CONSTRUCTION TO CONFORM TO CURRENT + ~ ~ ~
Deveb ble area SA 10869380 zszz6 ~ a~ SA 2370036.3 54.41 rots Derelamterd era \ \ ~`r CARTERET COUNTY STANDARDS AND SPECIFICATIONS. ~s t`~ ' t ~ F- I~ ~
tMPERVI0U8 AREA Taaal NumMrof Lob wfih vested area ot3200 sq.fi 371 N F t I a .fl 74 / a 2. ALL RIGHT OF WAYS TO BE PRIVATE. SEE TYPICAL ROAD SECTIONS. "~-~'''l a ~
otraane streets IMPERVIOU8 AREA rom Number ~ area ~ 3t>go q, t4 HVM P LLC I / Tobr rvla~s toads area RA 790561 19.15 - (A1 Orret~e Stt~eb Total Nua~er of Lots with vested area of 2880 aq fi ~ - / ~ _ ` t°~ 44 ~ ~ ~ ~ ~I ~ 3. ALL UTILITIES INCLUDING ELECTRIC AND C y _ ~ W x
P.LN. 6305.02-96 1604 - , ARE TO BE UNDERGROUND. ~ ~ ~ ``•4 'a 6 ~ ~ -
on•site tiidewaU~ Total im toads area RA 149478 3.43 (A) Total Nunl6er of Lob 525 / • . ToYdd rvious sidewalks area 63632 1.46 - fa) Total Lot Ana (FR. FT) 6243762 ~ ~ //3 ° . . ' .c s 1 G ~ o G c? ~ o • ':-.s \ 4. INAL PLAT 0 BE RECORDED IN ACCORDANCE I ~ ~jt a I } Z • o
additional i 'ous skta-+xalk area 40580 0.93 --(Bt} Total Vested Impervious Area {SQ. FT.) 1832eg0 ~ / / _ ~ ~ . ToCrl 104191 2.39 OIFiR4 $idewetka Total Yesbd Impervious Arm Percentage 31.13°k / / ~'~r• / . WITH ALL CARTERET COUNTY REQUIREMENTS. ~ 7_ _d ~ • / 5. ALL AREAS NOT INCLUDED IN ONE OF THE 525 ,5 I ,l F ~ x•;~ _
Total im s side-w~dlks yea 9880 -----lB) ~ ~ / PROPOSED LOTS TO BE DESIGNATED AS COMMON 4 ,'ti - z ~ ~
Club Nome a Parlrrng eddidtmal im 'ous aide-wal area 5597 (B1 y Ana l~r da aRVlr Lma \ ~ / - ~ - ~ - aerkrcrg 292a2 Total 15427 0.35 Total Number of Lob with vesbd area of 30a0 sq.fi 7a \ \ ( / . ~ : ' - • ~ ..1 • - C: \ AREA AND OR OPEN SPACE AND WILL BE UNDER ~ ~ z ~ ` V
Tennis Court 14400 ~ / .y--`<' h A/ - Total I~mber of Dots witll rested area of 2880 sq.fi 74 \ \ J / - . 4 g, . 4 g . 4 / Club House 8319 \ / : t€~ 1E ' - 4: / a/ / \ CONTROL OF THE HOME OWNER ASSOCIATION. I t ° a~ / ~ l~ ~ / ~ ~ 6. SUBDIVISION TO B SER D ~ ° ti' ~ -
Total' rvious ClubHouseBPa ' 50001 t1 •----(c} OA- B (Bt) 1542 0 5 r \ ~ / / q: oral Number of Lab ~ ~ r/ - \ E VE BY A CENTRALIZED ti, ~ !,4 ° • / r/ ~ ~ k.:. \ PRIVATE WATER SYSTEM AND A CENTRALIZED ti, t y a - ~ Q ~
roblLotArea 9Q. trfss37 ~ ~ \ ~ waatawaar Faoaity a soar boroga T I im ious area = A + B + B1 i ~ \ ~ a - • PRIVATE WASTE WATER SYSTEM. z ti
Boat alas 80000 ota Total Vesbd tmpervroue Area {tilq. FT.) 426240 \ ' \ ~ \ ~ 1 ~ ~ Total im ious area 164905 3.793 (C) Taal Vosted Impervbtrs are Perceabga 24.ea^,~ ~ row tad 20904 ~ ~ _ U \ 0 ~ I ~i _ ~ z
Total rvious s BS area 808D4 1.86 (D} \ b . / - 4 I + ~ r
= 25 % of De ble area LOTS 305-346, 369-375 AND 427-525 ARE WITHIN THE ORW. ~ ~ ; • \ Total allowed lm us area ~ OA= B + B1 + C + D 235995 5.49 LOTS ARE IDENTIFIED WITH A DOT BULLET IN FRONT OF THE LOT \ :pie #2 I \ ~ SURVEY NOTES: I ~ rn ~ 1. SURVEY WAS PERF RMED ON I a
( Total allowed im ~ousarea 59250` 13.60 (D) ~ ~ • V c`S' NUMBER. \ (85LF}, \ T0tal1 Nlousafea= + B + B1 + C + D I ~ ~ O.S. .A :•;;r`•~:•:::-:: : -~~;~:::.::~~~:~::_:~:':::~•~:`'•:::::-Y.~ 0 THE FOLLOWING , r z ~ ~ w Q ~ DATES: MAY 10, 1985, MARCH 5, 1986 AND ~ -
_ _ Marsh ~ • Total i rvious area 1025676 23.56 (EI Total allowed irnptR'uious area for 148 lots C • ~ ~ ~ ' ~ ~ i ~ ~ MARCH 1, 1985 ~ ~ o
47604 9.82 piers y. • ~ ~ - Total allowed im 'ous area for 148 lob 2 \ T~ ~kAVed i area Z5 96Of ReNeb b area y 0 07 ituIPERVIOUS AREA 1MTHIN 75' AEG AT MARINA / ~ \ / . • I t • - ~ . i ~ s - ~ N - 2. NORTH ARROW IS TIED TO NC GRID NORTH BocuESOUND ~
T I lowed' a 27a734o s3.o7 Total allowed im us area er Tot 288 - ~ . • ota ~ are (Fi / / ~ \ _ / / tt~4 • NAD 27 = ~ VE WORK PERFORMED BY PRESTIGE w
TotalaikAVedi areator6251Dts= -E TOTAL AREA WITHIN 75' AEC 98,062.66 SF (2.25 AC) \ cgs"' / .e ~ . i LAND SURVEYING, P.A. 501 W.B. McLEAN ~ Q
Total alkwred i area }or 5261ots 1721 39.52 U8111A Famtala ~ / v / Tote) alk>,ved i area riot 3279 0.08 BUA! Lat = SA x DF - RA -QA I ND. LOtS IMPERVIOUS AREA WITHIN 75' AEC / ~ / /~v• ~ • > \ $LVD., SWANS$ORO, NC 28584. 393-2129 w o
BUA / Lo 2889 0,07 ~ ~ ' - - - BOAT RAMP 1,824.40 SF (0.04 AC) ~ _ / / ~ , p ~ ~ - us{aa Formula / ~ i P~ x n ~ 1 \ J' ~ Y, - ~ a ~ • • • \ 4. TOTAL TRACT AREA WITHIN PROPERTY LINES = 3
CONCRETE WALKS 17,849.22 SF (0.41 AC) ~ . ~ / O.S.: ~ BUA r ~ = sA x t>F - RA - oA r No. Lots Pro sad BUA 1 bt = 3080 .it for 74 tots + 268U .ft for 74 loss / / : o • J• i IS 287.35 ACRES. PROJECT STATISTICS a~
8UA! lot 3279 008 ROADS/PARKING 10.1 X81 SF (0.23 AC) / 'S ~ ~ d r a~ 426240 8.79 ~ ~ Total ro btu area fo I TOTAL 29,851.43 SF (0.69 AC) 4 / f / • \ z ~ ~ TOWNSHIP WHITE OAK ? ~
Pro sad BUA r tat = 320D .8 for 377 bts+3080 .tt fa 74 lofs+ 2880 sq.R for 741ote Pro sad DF = BUA !Lot No, Lacs + RA + OA l SA ~ ~ • . ~S Total a rvkws arm for bts 1632640 37.45 Pro Sed DF 24.9446 / y ~ ~ ~ ~ • ~ • • ~ \ ZONING FLEXIBLE R.R. P.U.D.
% OF IMPERVIOUS WITHIN 75 AEC , "•I,,. P sedOF=(suArtaNo,tws+Rq+(}A rsA Total ro di iousarea 591145 13.57 ~ ~ 1 ~ m ~ + i~B ~ ' \ TAX PARCELS #S 6305.02-56-7280 0
Proposed OF 24.19% 29,851.43 / 98062.66 = 30.44X ~ / - ~ - • e . y r\ Tod etas 2658316 61A3 ! ~ ~ . • ~ \ 6305.02-55 4628 ~
Future devela t area 1364 0.03 , • ' n • Furore memo e9oz4 2oa • ~ °y ~ • \ 6305.04-84-1254 \
` • T-- I/ ~ , ~ OWNER ERIC S. STROUD o
BB,,~~ I . ~ ~~i' _ ~ _ i~C',. P.O. BOX 1550 ~
• I ~ i ~ i RALEIGH, NC 27602 ~ ~ a - i ~
. • \ [phone] ~ ~ a
~ o \ DEVELOPER R, A. NORTH DEVELOPMENT INC. a
J r . • ~ ~ • 110 MATTHEWS STATION ST. \
~`j . • ~ / }f • • , ' SUITE 2D ~
1 e - , VVV7777 MATTHEWS NC 28105 } ~ ~'~..::~::•:~::r:•:: \ 2.9 UNITS ACRE
l~ I / ~ TOTAL PROJECT ACREAGE 287.35 A RES °
/ / - - / Marsh Pier #3 - - n l ALLOWED HOUSING DENSITY [phone] °
. p ~ Ter 21 ' ~ s ~ ~ • ,g • ~ ALLOWED UNIT CALCULATIONS z - ~ ~ , ~ TOTAL PROJECT ACREAGE 287,35 ACRES m
Sue Bullard .-i . :~1: 1 ~ s~ - ~ • ~ ~ ~ • ~ LESS 10% 28.74 ACRES Q
~ J P. L N. 6305.02 76 3489 - • ~ o ~ ~ \ LESS AREAS IN COMMERCIAL ZONING 6.40 ACRES w
N~F . ~ o n ~ ~\i ~ \ 15'x15 m \ ~ • . • ; ~ ~ G NET ACREAGE 252.21 ACRES o
Viola Licar ~ • .i ~ - ~ en9l10 x 2.9 UNITS ACRE x 2. ~ • •i v / 9 UNITS
- -5839 ~ ~ : i`~:::~ ~ : ~ ~ 1 1-, t P.I.N. 6305.02 66 ~ \ - FRr ~•iJ ~h -1 TOTAL UNITS ALLOWED 731 UNITS W
/ i1 J/ \ w L ail _ ~
/ i` o.s • ~ •m - ~ DEVELOPMENT DATA a U
I~::•:~•~:::.-.. ,i~ ` ~o ~ ~ i~~ o ~ \ / z \ / ~ PHASE I
~ L'~ ~ ~ ~ ~ TOTAL ACRAGE 170.67 AC w ~
~ , 1 / rr ~ ~ ~ ~....-::::III ~ - ~ / i i TOTAL HOUSING UNITS 274 UNITS w ~ .,}.r
I J I GROSS DENSITY 1.61 UNITS ACRE m ~
~ • . ~ ~ ~ J PHASE II ~
~ j..7 ~ I \ TOTAL ACRAGE ~
1 ~ ~ o . / \ TOTAL HOUSING UNITS 2 1 z U ~L~ • I :1;•; 1 ~ 5 UNITS ~
/ Hates ~ • GROSS DENSITY 2.15 UNITS ACRE ~ _ ~ . ~ I /
I T ) - , - ~ PHASE I do II T TA o L
_ I ~ . ~ - • ~ 0 L ~ • • - • • - ~ ,y ~ • • 1~ - I TOTAL ACRAGE 287.35 AC - O • • Lyl LL
` " n'1 ~ :::;~`1 I TOTAL HOUSING UNITS 525 UNITS ° \
~ t Pond / ~ : , ~ Z t r r ' I I ' • GROSS DENSITY 1.83 UNITS ACRE r ~ / z
~ Z U ~ i ~ ~ PUBLIC OPEN SPACE 0 AC - ~
t Inl - - - ~ ~ I PRIVATE OPEN SPACE 100.71 AC 35.0 ° 5 • ICI l ~ w
r . • _ . _ • • • - • • ' j I LF OF PRIVATE STREET 22,723' a g _ o Q
U ' ~ Wastewater t , , / / A ~ ~ :.c . os. - AREA IN R/W 27.74 AC ~ o.s. - ~ O -C
tuD. to cooaauhs Poond I a+ac sir _ - - fi o - -1--+ to
N-xe,9Ttu7,rEEr , •y on E- aeos,>au+e r~T Pond \ n I , ° a~ o w
a T f ~ ~ • y ~ ; a.s. . ~ - I Z . , \ z LINE TABLE N
N.C.GS, SrATiQI ~ 2 ~ formd o - - $p011 BSI / 'TANK' yt~ - >e N.A.O. 83 COORDINATES ~ . ,1 / ~ II ball - ~ z I • \ ~ ~ ~ / . LINE LENGTH BEARING _ • ~ 4' a/ I o
N. 357.03&489 FEET : f 1 ~ ' d11Ye S~ CP" E= 2,605,572538 FEET ~ ~ ~ / c--" I L1 15.00 I I I N24 28 24 W v
• • ~ I L2 64.44 N21'15 39 W ° Y
\ ~ ; ..-..:•.-:~:-~.:::::~::j• O.S. a ore ~ . _ ~ ? •I I Q L3 55.00 ~ ~ - / ~ I ICWIM CHANNEL I N41"0125 E a O
ro ' • • * _ L4 53.0 w ti / '-i ~ MARKER "R 32"I I 0 N05"O6 25 E ~ ~
. t - - ~:1:::::::.::.::::. ~ 9 s ' a M• • . I ~ L5 53.00 N12'29 07 W m v, _ ~ 0 I
W water ° ~ \ qe~ :-r: rite • \ ~ ~ , / \ .:.::::::::1.:::::::::::::::::, r::~ ~ Pond ~ ~ / \ . ~ , ~ / - N r W o ~ . / m~ : I ~ I
- • os. -
~ - _ Q Le end z • \ _ ~ . h I EI.P. EXISTING IRON PIPE w
. ~ a -l- -:t:: ~ os.' ~ I N ' ~ ~ \ / • • i I I EC.M. EXISTING CONCRETE MONUMENT a
::t• ~ ~ • ' \ ' • ~ I EI.R. EXISTING IRON REBAR ~ r r.. I J I EP.K.N. EXISTING P.K. NAIL z
• \ ~ ( I I ERRS. EXISTING RAILROAD SPIKE a ' / \ Q \ I EA EXISTING AXLE w
/ ' ~ \ I"" I S.I.P. SET IRON PIPE ~ O.S. \ ^ / 1-:• J (n S.C.M. SET CONCRETE MONUMENT w
~ Q S.P.K.N. SET P.K. NAIL ~
~f ~ ~ I I I ~/•4' - 4 I CENTERl1NE ~ • : ~ I.': ~ I vi ~ ~ ~ z ~ 0 /W RK~fT OF wAY
SLIPS PO d', Z I \ ~ ~.9' ~ ~ I R RADIUS ~66 i I A ARc
. _ ~::i~::::::::::. O.S \ , . ~F~/q A: - M.B.S.L MINIMUM BUILDING SETBACK LINE w / _ :•i 0 I
~ I Waste- r , ~ ~ ~ ..........L: • _ os. / I ~ I !r?~/ ~ • ~ I •~~~rr I S.F. SQUARE FEET w ~ ~ - ii:~ ~ Q M.B. MAP BOOK = I r-... I I
U - - - , :.r::::'::•:-::-:~.~::~:~:~:":~:•:~:~:-.~::::: water l f ~ ~ D.B. DEED BOOK z • ~ I W I AEC. AREA OF ENVIRONMENTAL CONCERN -
Z ::f::::::::::: Pond Q I ~ - ~ ~ Pond ~ I I o.s. / t• I O.S. • ~ \ a• : ~ I O.S. COMMON OPEN SPACE
• ~ , ~ 1 ~ 1 - ~ a i• ~ / Z I ~
J. S ! . ~ Q I , . , 404 wETw~os (wry MARSH)
~ m U = / ~ ~ ~„q/ ~ . I I LJMITS OF CAMA VEGETATION LINE w
/ 9/.. C ~ .I I I o
::r::': ~ I p~~-' - ~ ~ ~ \ . / l Y Pond • / / ~ ..9 a / ~ ~ MARSHLINE ~ I
::r...... / l r 9 I NORMAL HIGH WATER (NHW) w / J'1'` I =
~ / 1 ~ - - / ~ ( TREE UNE
- ~ L :.I / ~ ~ SQUARE , O.S. ~~1~ . R • ~ I - - - - 30' LAMA SETBACK NWH ¢
- _ / . / --I-- iii ~ ..~J , J f..
~ ~ l Soat storage ) - \ ~ . • 1 ~ • , ..^J'' , ~ I O.S. 75' AEC = 1 ' ~ ~ it
/ ~ - ~ • ~ • ~ . I - - - 575 ORW a
l \ - ( I I O.S. KENSINGTON ~ I J T ' a~ . ' o DATE J / J ~ : ; - -PROPOSED RIGHT OF WAY
- • / - J " ~ : ~ • - ~ - • ~ 3 PROJECT: RAM-04145 05,09.05 . :11E1L/tlY~ I ti.:....::::::'-r: I - - - . .J r I ~ ' ~ 4. .......s. .
/ ~ I Wastewater ' l . - - ~ i ~ a~ o I , • - • • -PROPOSED LOT LINE g ~'`f - J I Z REVISIONS: REVISIONS 06.08.05 •
I Pond -•t:~~::~:~::~::~::':~::--:~:~:--:-:~:~~:•:::::::::'::...:.: / ` to ~ / 1<~?• ~ ~ ~ ` i EXISTING CONTOUR ~
~ I I , r ...~r~...... ~ ' `a?~~ ~ I - PROPOSED CONTOUR ~ JO''`'B ' I ~
~ qCK~,,, - ~ ~ I F
rr ~ • - I m w
~ I . I
' ~ . J' J w I ` w
3 negcr ~ I ~ Q e~, -
~ rite water • ~ ~ . i'.': i o NDgR I Y v?~ I I m
3 ~ ~ facili ~ 11 i• y ~ ~ ~ I ~ DRAWN BY: KT, SB
I~ W 3 ^w L;ntL;rctu ar: Lc
200' 100' ~ / 1 ~r.. • 0 200 400' 600' CONTENT: OVERALL CAMA PLAN
3 I ~ ,
I = U
. ' STAnON SCALE 1" 200 . ~ I <
'NEATER' N.A.D. 83 COORDINATES F . I co > I a
p N• 355,885791 FEET E~ $803,013715 FEET . .
; ::::.t: o I o
a ONN os'V f N CP-2 LAYER MANAGER: 0200 SCALE O

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ui
w (,.-,_._s._ ~ ~ Sri x
\ v b ~o U ~ ~ T
~ 1 a I N/F a ~d J W ~ ~ u ~
~ ~ HVMP LLC I ~ ~ ~ ~ L - a - ~ ~ c a r' o
~ ~ .I.N. 6305.42-96 1604 / / LL r
s.. $ O ~ ~
~ ~ / ~ r.. / . r.. ~ ~ w ~ ~ ai
~ C~ / ~ ~ . . Z ti _a V ~
O ~ ~ ro ~ V ~ ~ -
a/ / / - ~ M O
\ ~ ~ ~ \ ~ / a: ti / Z N
2 ,1 ~ ...~...1 _
/ ~ ~ ~
- ~ o ~ / ~
I,. . 1 \ \ / \ ~ :pie #2 I ~ ~ . .
~ ~ / ~ 'EAS~t' `RRONG ~ I ~ , ' • ~ O.S. ' ; LY ~ O N
/SANDERS E Mash r.
/ piers y. • ~ _ ~ / • 3 ' • ~ ~ . - w >
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I ~ _ / ~ ~v. a 1 W `~i
~ / ~ ~ ~ ~ . - ~ a \ ~ a~
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1 1 ~ / 1 1 . 1, s I. ~ ~ a :Y~, a
1 / I/ ~ / °
/ ~ ~ ~ \ . ~ / . / / 1 4 a i ~
i 1 ~ . ~ I @ . / ~ ~ _ J. A ~y ; ~ r
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/ ~ ? • I z REVISIONS: REVISIONS 06.08.05
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LOT LOT NUNBER AREA • ~ <?T LOT LOT VESTED 372. 8539 0.20 368D 475 14,285 0 g U ~ A ~g 373 8276 o,is 3080 416 11,042 D.zS 3084 E.I.P. EXISTING IRON PIPE ~ ~ ~ M NBER AREA REA
90. ACRES AREA SQ,f 374 r,92a a1s 3080 4n 10,603 0.26 3080 E.C.M. EXISTING CONCRETE MONUMENT U ~ 375 7,az4 o.1e 3x60 476 11,111 a.z5 30x0 E.LR, EXISTING IRON REBAR a: ~.r~ F
305 7,770 \ 308 7,858 305 7,770 D.tB 2680 427 10914 a25 3DBD 479 10202 023 3080 E.P.K.N. EXISTING P,K. NAIL ¢ ll. W ~ 308 7858 0.16 2686 428 9,834 023 3D80 486 15,005 0.34 3080 E.RR.S. EXISTING RAILROAD SPIKE ~ F2 ~ Q W x
~ 307 6059 2880 429 8082 021 3080 481 19,572 0.45 3080 E.A. EXISTING AXLE > ~ ~ Q 307 6059 0.19 -
~ ~ ~ 309 7 566 A 309 8,514 308 7565 0.17 2680 430 28982 D.67 482 14,756 D.34 3084 S.I.P. SEf IRON PIPE ¢O ~ CV z ~ o 309 8,514 0.15 2880 431 13,513 0.31 3080 463 9,442 0.22 2860 S.C.M. SEt CONCRETE MONUMENT ~ _Q aaa~ ~
O Ci w~ 310 6124 ~ 311 5,987 310 6124 0.14 28811 432 12330 D28 3080 464 10,817 0.25 2680 S.P.K.N. SET P.K. NAIL ~ e~' ~ ~ 311 5,987 D.14 2880 433 1247D 0.29 3064 485 11,316 0.26 2880 CENTERLINE h- ~
of ~ • 312 5876 12322 0.26 308D 488 11,434 028 2680 ~ RIGHT OF WAY F' ~ > ..1 amo 312 5876 0.13 2880 '434 487 11552 027 268D RADIUS w ~ _ d of
313 4885 N ~ S ~ . 314 8,785 313 4885 ail 2580 435 1 142 028 3080 q ARC ~ ~ ©f" V 314 8,785 D.18 2880 438 11452 0.28 3680 488 11, 0.27 2880
' 316 7319 2 318 7983 437 3i 530 0.72 3080 a8s 11x91 027 2680 M.B.S.L MINIMUM BUILDING SETBACK LINE o UI 316 7 319 0.17 2680 1 7683 0.18 2688 436 19969 0.46 3080 490 12,105 0.28 288D S.F. SQUARE FEET U Q - 38
311 7871 311 7871 0.18 2880 439 22,369 0.51 3DB0 491 12,813 0.29 2880 M.B. MAP BOOK °z Q o
~ 319 7808 N/F ~ 319 x,736 318 7668 0.18 2880 440 160@1 0.37 3080 442 1 M9 029 2680 D.B. DEED BOOK ¢ Q cp 319 7,736 0.15 2688 441 15811 0.36 3060 443 11,3x7 426 2880 A.E.C. AREA OF ENVIRONMENTAL CONCERN z N
/ - 4 320 7 408 HVMP, LLC 321 s,e94 320 7408 0.17 2884 442 18,794 0.39 3080 494 10230 023 288D O y 268p 443 15696 0.36 3080 4s~ 9 1 0,21 28~ ~ U 321 6,894 .46 ~ Z
- 4 / it. 322 8,189 322 8,169 0.14 2880 444 14,480 0,33 3080 498 8,441 0,19 2860 ~ ~
P.LN, 6305.02-96 160 v... ' ~ ~ 323 5199 924 4288 323 5199 0.12 2880 445 13717 431 3060 497 7,803 0.18 266D ~ ~ 404 WETLANDS (WITH MARSH w ' .18 2880 446 13,286 0.30 3080 498 7,302 0.17 268D ..~y~ :v'~ . a ~ 324 4288 0
/ ~.,r _ , . ~ ~ ~ 325 4929 ~ ~ _ • 326 5356 447 12,989 0.30 3080 498 8,931 0.18 2680 ~ 325 4929 O.tt 288D LIMITS OF CAMA VEGETATION LINE z Q' .446 1861 0.~ 3080 500 6 0.15 288D w - 326 5356 412.. 2680
/ (9 ~ 32r 5,378 327 5,378 0.12 2880 449 13,112 4:30 3080 501 8, D.15 2880 t" 13903 0.32 3480 502 8.15a 0.14 2880 - - - - - - - MARSHLINE ~ ~ 0 N
328 8397 329 6489 328 8387 0.16 2880 ~ 329 6489 4.15 2680 451 1495D D.34 3080 543 6681 0.15 2684 _ NORMAL HIGH WATER NHW ~ ~
/ ' ~ ~ ~ 330 8 599 074 ~ ~ ~ t 74B 330 8599 4.15 2880 452 15772 0.98 3D80 504 7,581 0.17 2864 ~ ~ w ~ 331 6745 0.16 26~ 453 16 0.36 3080 505 8,864 0.21 2880
•h5` /Q' 331 6 / PP 332 6,90D / ~ 333 8,998 01 2884 454 tt,447 4.40 3080 506 7,708 0.18 28l~ TREE LINE w > 332 6,90D 6 333 8,898 D.18 2880 455 180a7 0.42 507 7,482 0.17 28BD ~ ¢
~ ~ 334 7821 334 7821 018 2686 456 18654 D,43 3080 588 8015 0.18 2680 - - 30' CAMA SETBACK NWH x o
~ ~ r1P N ~ M ~o . . 335 8,580 C / ~ / ~ A • - ti . 335 7 DDo 335 8,580 0.15 2680 457 18850 4.43 3080 509 9,761 0,22 Z6~80 w O 335 7000 o.1s 2880 4~ 14086 0.44 3080 51o a2oo o - 75' AEC w 3
~ O b . ~ h . \ ~ ~ ~ ~ 7 100D ^ N 10 ~ 398 7 ~0,, 337 1804 0.16. 2680 459 19,133 .44 3080. 511 6,846 0.16 268D ~ m 398 7~0 0.18 2880 480 191 044 3080 512 8, 0.15 2~0 ~ ~ 575' ORW C9 C7
0.i - N' ~ 339 7000 334 7000 0.16 461 191 0.44 3480 513 15 0.35 2680 z_ o
. ~c~ M / 340 6,914 . O - 4f 9 34, 7058 340 6,914 0,18 2880 482 19,148 4.44 3D80 514 15, 0.36 28~ PROPOSED RIGHT OF WAY Z ~ 341 7858 D.78 2880 163 19133 0.44 3480 515 19,7 0.45 3080 ~ ~ 4
- \ ~ • N , ^i 342 7,WD / ~ ~ ' ~ ~ 343 7,000 342 7,WD D.18 2684 164 18 DA4 30~ 516 19,454 0.45 3080 m 343 7,000 D 18 2886 185 201 0.48 3080 517 18,389 0.42 3080 PROPOSED LOT LINE O
o~ 41 ~,op 344 7000 466 15 0.36 3D80 518 17,7 Q41 308D 314 7000 O.i6 2680 ~
~ ~ ~ p ~ ~ 345 6,822 34B 5,847 345 6,822 D.i6 2880 467 13, 0.32 3080 519 tt, 440 3080 - - - - - - - - -EXISTING CONTOUR 348 5,847 0.13 2880 488 51 0.29 3480 520 18. A.39 30~ w
389 9,184 V " 370 6,022 389 9,184 421 3D80 409 11 0.27 ~8D 521 16 0.36 PROPOSED CONTOUR ~ 370 6,022 0.18 3080. 17D 12,1. 0.28 3080. 52'1 18,731 0.43 3080 O
ty v. 371 7 446 371 7 446 0.17 3080 471 1 1 026 308D 523 19,286 0.44 3080 ~ 121 0.~ 3080 524 20,536 0.47 308D
of Z ~o ~ 9 473 12, 0.29 3080 525 24,9 0.56 3080 3 474 t 435 3080 AREA INSIDE 75' AEC UNE ~
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3 ~ o \ ~ rt N of wi8i vesletlana d9010s .8 74 Total Dave moot Area a TOW l~ 9 LOT LOT Y
2 . ~ TaMNtwl~oflotsrro6~vabdaMdlN/sgft 74 RIRVIBER AREA AREA BIPERYI0118 ~
_ O.S. T 1Nma6erdLore 141 SQ. ACRES AREA H am rotaiLaAroe(34FT) 1~~~ 282 t1.028 0,25 260 z
N ~ ~ ~ `p o0 h3 of . Toml Yeated WIpMYb1u ARV i6q. Pr.) 421FM 283 9,336 0.21 3200 ¢
C O , / 40.0 ~FN 284 8595 0.20 3200 O Total Yelled Impaivloue Aeaa Perwlpt TA.iO'k 294 fi,155 414 3200 ~
84.6 ~ -7. m / 295 8,199 0.14 3200 ~ W
296. 6,200 0.14 3200 ~ 297 , 62DD 0.14 3200 ~
s P F 1 / / 298. 6200 0.14 3200 tp 299 8,200 a1a 3240 ¢
DERS CREE ~ . . AN • . r 'i ~ / ~ a ~ ~ / ~ -v / 300 6.200 8.14 3200 m
N h/ ~ - 301 8,200 0.14 3200 O 302 6148 0.14 32D0 F,
~ • . ^ / - 303 11 0.26 32D0 304 9,127 0.21 3200 =
/ ] / a~ o• - ~ / 383 18431 445 3200 ~
ti ~ . ~ ~ ~ ~ ~ n - / ~ ~ / ~ 981 15,043 0.35 3200 995 13,91$ 0.32 3200 ~ L ¢ U
1 ,p~ ~ • ' s ~ ~ 386 14447 0.33 3200 ~ 1 0.36 8200 0 Q z
3200 388. 17,361 0.40 2 O
n ~ /o~n ~ ~ . / rn~ ~ ~ ~ Y, 399 17410 0.40 3200 0: ~ w 5c 400 10365 0.24 3200 w
0~` o m w . ,y. ~ . ph• ~ O.S. ~ ~ ~ 401 8.164 0,21 3200 W W ~ .1.J 402 8164 11.21 3200 O
ro o ~ - . ~ uJ 403 10.803 O.zS 32DD F 404 14,188 0.33 3200 ¢
i 4 405 15,345 0.35 3200 3 D o
,p0 d^, M M ~ ~ ~ • / p / 406 12985 0.3D 32DD ~ 407 10,531 0.24 3200 w
h ti ~ W n ~ ~ • . U 496 8 7 4.21 3200 Z 4D9 69os o.2a 32nD W .f.+
~w ~ y - d ~ ~k^ . h / / ~ • t~ ' n. 410 8.728 0.20 3200 . ~ ~ U ~
~ N~ /'v~ • ' M n a °j ~h• _ N ~ ~ ti n 411 9,016 0.21 3200 O ~ (1 41z to 72 a.za 32W
~ ~ - ~ of n / / / ~ 413 11 73 0.26 3200 ~ ~ V! 414 11,556 0.27 32W ~ ~'~""P O ¦ . L
~ n ~ ..i I ~ ~ n"' 9 LL • •O 4,5 „480 426 320D ~
~ ~ ~ / / - ~ ~ M n . M M H ~ a1e 1to~ 0.26 3200 z ~ / ~ 417 14880 0.34 3100 ¢
tl~ ~ ~ ~ / / gyp. ~ / / x / • ~ 418 8344 8.19 32D0 Z a 41 7,935 0.16 82D0
V , ~ ~ ~ ¢ / ~ 420 7868 0,18 3200 w w - W
h / 421 8537 0.20 a • ~ 122 9,881 8.22 9200 O >V.i
• ~ ~ ~ ~ ~ ~ / • ~ • 423 10 342 0.24 3200 O 7 ~ O 4,24 14.059 0.23 3200 O ~ +J
N / ~ 425 t0. 0.24 3200 - 1420 0.26 3200 p
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- a , ~ ~ DATE
. ~ ~ ~ / h n. . n ti ~ ~ i i.`~h • • ` - • J / ~ ~ U
/ ~ ~ ' . . ~ ~ PROJECT: RAM-04145 05.09.05
• • - ~ • ~ ~ ~ REVISIONS: COMMENTS 05.26.05
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