20020440 Ver 1_MAPS_20020326

?vh~e'1
ek iwx~ z~.
X .
i
Z t DAWSON 1
CREEK
4> p' W 4• LANE
i
YAl
Q~ R C3~~
L-AN Ali'
I \
t
U
- r
i
i y yx
n ~X
V C
,
i
J '
0)
41
v
_ I 1
M
_ t 4'14 'WE x
xs
Y 1I ,i
V DO f /
#I N'036r~ E 912 - C
, # p, rw r ~0 uC r_
#3 #4 -;J 0 00"w 7 _ 2.5 1x5 \ A o
#5 Rv25'3:r28 W 6.12'! 2~ \°N7R ?0 4 '/v v \
#5-#6 Nz-2*25'44"E _42.05' ^ t6
6 # I N 1 10 06"W 36.62' ,r #F ~-vi`'69 -x0 22 Vv 3S"8
elS i
#8-#9 N27.32'35"W 32.80 J. E. SHiN , 12 CULI+EP
#9-#10 N5312'25W 47.27' 7/-
SARAH INVERT EL.4.?' #1C.-#11 N661a'35'W 44.77' - 'W f
~-l1 II~~rr~~ #11 #12-N63'2-5'56'W 42.96'
- : L)LED BOOK tJL,.v 112" CULVERT
#t2?=#1#13 N68'08'47"W 43,54' INVERT EL.4.5' V
#13-#14 N69'13'03"W _21.15'
#14 #15 Nz658'19'W 54.22' }01 w'ETi A LIP~~_ ?A13'1,_E
#15 #16 N3' 2154'W _36.59' N T A v
X16 #[phone]'W 33.8' 1 LlilE BARING E'v Tt~ T
! #17 #18 N4b 28 04'W 31 28 #1 #2 fv80 ` 3 41 °E 3t 03' i 6A 50,
#18 9 - P14' 40 08'W 64.3. #2 #3 r+139 29 '2"V_'; 31 50'
9 #20 N51 12'43'W _28_53 ! #3 #4 ^L% i8 43"E 1 30.0.3' 1 cl,
2C_#'1 Ne8 48 39'W 4.62' 1 # #5 N2t 40'47"E x6.65,
C #21 #t2 Nt238" 9'-W cg~3;'1 #5 #6 N0111456"E 18.53' (
- 9 - - #22 3 N33 5vi 23°W 14. _ 6 # ~n13c 43 )0"W 19.47' LE P- D. j(} ? r^
#23 #r" 'N96 ~3' t 8.98' #8 NU 5 02"E 29.57' R/W RIGH WAY s
-zebo 3.6 DEC 0 7 2001
#'24 S6 ' 48 0~ E l:i_76 #8 0 LN3r ~9 55"W 37.87' 1- ~L1 A 7
#25 #~6 S84410i E 53.53' #10_#11 ~i5C3'~29"W 35.57' CENtER `'L \ - L COASTALT GEMENT = - 3 MOEAD
#26 #2 588 23 0_ °E 38 68 ' #11 #12 164 39 U3"W 95.48 Cl = '%--URVE '1 JM BER I
#27 #28_-- N8 021 1°E 25_18' #12 #1 X65 1' s4.43' J MBL = MINIM' BUILDING L`J
#28 #19_S 9'30'06°E i_3813 #14 p!485908"W 21.19' DE DRA.NI E_A$:MEN .!.17 / n
(\i ti 29#'~ ae.o2' VB = i'EGE - ~ q _l ~ a y ~J -4 -
#;V N~9 ~J 4/ E X9.'4 #1 #1 t ~I ' /E BUFF E~ ~S MA #3C 1 N,+7 34 8 E d 0 _5 _ ~r, n a 3 V) cn
# --i~ aa9'a,'E # # E L 01 12.61 4 31 _ 23.~ t6 #1~ N59 3a 8 ~i 49.os WF# - WETS 1E FLAG N! Jl,,!Hs WF 3.9 4
z . , Z, 1 ' 7 18~N50 t3 52' W 32.85' 2.8 ; u i - x 4.4
#33 #7 Sz ~,a ~~56.37 #18 #1° J2739197 W Y a -34
#-34 #35 S03 4+ 0`"f 83 # 9 N36 46 0''11 _.64.89' 1 'AMA - coEr
- 9' = 71~.~ _!;"1 #35-#36 SCO v< 8" V 48 i a20 ^113 74 h 28.8 NGVL NA AL 4 1.4
25' - a HOC < P, ~vN LINE 4 4 t .96
#36--#-)' ' - cc 4*003 6"E 9 #2 ~2 , 78 38 6 35.05' VVI-
8 #37 #~8 536 4~ 11"E 39 p22 #2,5 r 459 29 r 25.69' i
# _ h 38 dig 14812 56"E 9.60#23 #2 S79 2812 E L 57.03' _ _ - , - / -3.8 4.1 - - 3
9 40 S6 4 G9°E 54_58 1 #24 #25~ f447 5r 39 E 12.46'
#4C #I"~S580e~6'E #7t - X26 M283P1 'E~38.35 (~~j°~~ N 2 9,5 %9.5J~ WCtE'Y '.1ept~IS CrE C `E'< Cr the f.. :c< OVvf.! CtC NE OF F)A'WSCN CREEK
C #42#42-- ~39o 'E sa=s5~ 1 h2 #z6 #28 So *38 38' 15 E_ 85.32 if`~A CIX01'I _ ! 04 VVETLF 'JD TIE I D TIE LINE `1 1 VVETL' ofrPA.`16tisn4F4'G,n tF he pIJ~LiJ'rl,`a .r --,,5926'ac'N aoN ~3.38--~
- -
#43 - #44_ 8S28'345" 54. ,1 #28 #19 S 58.71 _ 1-1 N E s, 3 3 = 00'
#44 #45 S43141C"E 2_43 h29 # 30 s 19`9 62.53' t--/FCD F0 1 Q, P S20 X2'49 T 8.06'
L884 Sb" v 96.14' ~0' S1'.5ti ~ i5 ZR'
F#:46 5 6 S88 5, 1 3E 1 31 31 S43 38 08"E #4'' PJ52 9 08' E 60.90 89.61'
#i 47 #48 1,1,57-26'21 E 53.04 1 1 #32 #33 S24 C9 37' E 85.59' CURVE TAB[ F X30'49'15 vv - ------18`6
#48 #49 Nz2 58 03°E 54 8V #33 #3~ S19 06 00 E 42 68' CURVE RAQiU$ LENG?H BEARiN CHORD D lTA 22. -~Oi(UT g 53815'x3v--- ---;4'--
- - - - 53 84'
#49 #50 N-9" 3'28"E 8 53 #34 #35 S48 4q ~i'E 46.89 Ct A00' 36.00' N39'27 0^ F 35.23' 41 1 5'0"
PRE~D Ttf LIP MARINA AT Project # 13
GRAPHIC SCALE SUITT & ASSOCIATES,, P.A.
1 SHEET 1 OF 1 SHI Em LANDING Date 11 03- 1
brawn By- LAND SURVEYORS SINCE 1 965 .;k.
P.O. Box 12034
NUMBER FIVE TOwN$H1P.' PAMLICO COUNTY, NORTH CAROLINA scale 1" = 40' Approved By: Horizontal IN US SURVEY FEET) NEW BERN, NC 2B551-2034
PESD'IIIEFERCNCL: - - - 1 inch = 40 rt. TEL. [phone] / FAX: [phone]
COAtTAU TINP & DEVI UEIPMENT COMPANY Revisions; CMWO Marina.dwg pAM%jOO fOu~ 93 1, o as coa
EMAIL: [e-mail] p.~.. moll

I RELEASE FOR PERMITS ONLY JKA 2/3/00 N CAROo,,, ~
O Q Ci 2 REVISED DIMENSIONS JKA 3/9/00 44..:iossro
I
3 REVISED ALIGNMENT JKA 6/25/01 QQ L
81(x' PILES @ 06. MAX NO. DESCRIPTION BY DATE 15738 =
Revisions a(NQro~'
i..
i ' PROPERTY LIDS
~f 51vmALK
r~ z
2x10 STRINGER 7 s w
J' Zx10 GIRDER (TYP) I o o
N 2a W MO
r' PROPERTY LINE
i FR1Y LIB m 0 a0
i ~ Q O O
PROPERTY LINE OATW-61EE PETAL TI115 511EET U O 0 O W O 0O
Z
Z (n }
347 • / ~ I- Q co U Z
O Q Q IW 0_ O G Q
Imcn 0 0
I4W, Pn AW PILES 14' OL. MAX
/ 13"" PAS 35-d', PLE5 @ 14' MAX-&ION PLES WITH FINGER PIERS Ln N d 00
^ Q
F+-1 Z O
gI77 P S7~ • C J in
r 1~„ ~ O cO V Q M
6~8\ _ U M O
I--1 d S J W W ~
CA W-1 Zo ca)
Z£Z~ rFI~WCU-5EF DETAIL 2
b ~ C'
1 b U' 2 m
S1 S1 O Z
p p 0 O p W w
L O L O
L0
L0 p x O cq
(&HCRlz~ IER-PLN VIEW a ONT AL: 1/8"=1'-0" 3~ U
MAX-ALIGN PILES WITH FINGER PERS_ co
146'-d', PILES @ 7-b" MAX-ALIGN F 15'-d' TYP a
p o 0 0 0 O O O O O O
ATTAL41 OUT5IPE I 6 d
STRINGER TO PILE I6_LAP 8X8
WITH (6) 16d NAILS 23 23 ! I/?" - 5Q. PILE SHINGLES
2x6 DECKING MINI TYP. @ 67AZE$0 ONLY
2x8 STRINGER D LIMIT OF ROOF OERf1"
LIMIT OF DEUCIN6 ffLON
~2) 3/4" ° 2x10 GIRDER (2) 2X10 SAND
= THROUGH °
6GLT5 ° TERMINATE MIPPIR PILE 6E_OW
2 XF) N EVERY PECK LEVEL (TYP ALL SITS)
PILE ROW - 5°6L.OCKING _
tTHROUGH ° OUT ~A/E - @ GR055
w 3GLT5 (TYP) END FLUSH cp d
N ° WITH PILE (TYP.) H, L Z
MEAN HICfl WATER (MrnM- AME MNW (TYP) (2) 2xlo
ROOF PLAN
ROUND TIMMR 2X8 RAFTS 2X8 RAFTERS @ 1(0 O.C. O DEaaN cwreRU: Z a ~
(2) 2XIo 3/1(a" SHEATHING 1. LIVE LOADS USED IN DESIGN Q x
54, PILE SECTION A-A ATTACH ELK STRINGER ANP GA7Itfb0 MP ROOF ....................................................................................................................................................................2OPSF co rr~ U1
15# FELT FIXEDPIER .........................................................................................................................................................4o PSF C x
SCALE: 1 /2"=1'-0° (3) ROWS Of Ibd NAILS @ 6" OL. 6IMP50N5 6IMP60N flit-10 (2) 3/4 THROUGH 2. BASIC WIND LOADS USED IN DESIGN (POUNDS PER SQUARE FOOT) fx ~ ~ ~ Q
A HURRICANE ~GLTS-f5OTt1 PIREGTIONS (MODIFY BY APPROPRIATE SHAPE FACTOR AND COEFFICIENTS) HURRICANE TIE W W ~ O W
SHINGLES o VELOCITY ....................._................................................................................................................................11OMPH p+ Q
1 DECK SECTION SEE PETAL I FOR ADDITIONAL RELVIREMENTS SHINGLE SCALE: NOT TO SCALE FOR PIER WALKWAY GENERAL CONSTRUCTION NOTES: T W
5/4X2 GEI 5/ }X2 CEDAR o 1. REFERENCE PIER SITE PLAN PREPARED BY SUITT a ASSOCIATES, PA. FOR PIER PLACEMENT AND W r OVERALL DIMENSIONS, AND EXISTING WATER DEPTH.
2X12 HEADER
ATTA(,H 6LOCKING TO PLAN 5/4X6 CIE] 5 ~}XG CEDAR 2 NOTCHED INTO PILE SPECIFK ATIDNS: O W o a
PILE AND STRINGER WITH 2X6 5U 2X/6 SLt FACIA WOODENPLU: .-a Z a,
OJERHANO I. A. ROUND PILE: ROUND TIMBER PILES SHALL CONFORM TO ASTM 0.25 WITH A MINIMUM TIP
DIAMETER OF 81NCHES AND A MINIMUM BUTT DIAMETER OF 10 INCHES. E'4 Q
2 B. SQUARE PILES: SQUARE TIMBER PILES SHALL CORNFORM TO ASTM 0.25 WITH A NOMINAL 0 Z
DIMENSION OF 81NCHES SQUARE. a
SHINGLES 2. MINIMUM PILE PENETRATION IN THE BOTTOM SHALL BE 8 FEET.
2x10 GIRDER GONTINll0U5 3. WATER-BORNE PRESERVATIVES SHALL BE AS SPECIFIED IN 7.1 OF ASTM 0-1760. MINIMUM RETENTION p.., 5XB Sq. PILE SHALL BE AS SPECIFIED IN TABLE 3, ASTM D-1760 FOR SALT WATER CONTACT.
TO END OF FINGER PIER
4. THE TOPS OF PILES SHALL BE CUT OFF TRUE AND LEVEL AT THE ELEVATIONS INDICATED ON THE DRAWINGS. ALL PORTIONS BATTERED, SPLIT, WARPED, ETC., OR IMPERFECT IN ANY WAY SHALL BE
(6) 16d NAILS 2x5 STRINGER REMOVED.
EACH END 5. VERTICAL PILES SHALL NOT BE MORE THAN 2% OUT OF PLUMB AND AT CUT OFF ELEVATION, NOT MORE
D6L 2x5 THAN 31NCHES OUT OF PLACE IN HORIZONTAL LOCATION.
6LOGKING SHOULD ANY PILE BE AMGED OR NOT TRA PILE OR PILES SHALLL BE DRIVEN N ITS LACE, AT T ELCONTRACTOR'S EXPENSE. SPECIFICATIONS, AN
(2) 3)14" THROUGH 8 EX
2x6 DECKING DOLTS 7. PRIORTO DRIVING, THE PILE SHALL BE MARKED CONTINUOUSLYAT I FOOT INTERVALWITH PAINTAND
2X/6 PECKING KEEL BEGINNING AT BOTTOM OF PILE.
2X8 (8055 Nww 8. THE CONTRACTOR SHALL MAINTAIN A PILE DRIVING LOG SHOWING PILE DESIGNATION AND BLOWS-
ARGt~D OUTSIDE PILES- PER-FOOT FOR EACH PILE. THE RECORD SHALL BE SUBMITTED TO THE PROJECT ENGINEER.
9. THEPROJECT ENGINEER SHALL BE NOTIFIEDAND SHALL BE PRESENT UPON COMMENCEMENT OF PILE
ROMP TIMBER 314" THROUGH I OQ-T AL SIDES. SEE PETAL I NT5 UF7 JOISTS @ It p" DRIVING OPERATIONS.
PILE (1) @ STRINGER FOR ADDITIONAL REQUIREMENTS (1) @ GIRDER
X'/ I FDr-iFR WOOD FRAMING a. DECKING:
1. ALL WOOD FRAMING AND DECIONG SHALL BE NO. 2 SYP, S.P.T. MINIMUM RETENTION SHALL BE (2) 2X10 f5ANP SPECIFIED BY OWNER.
6EE DETAIL FOR APPrrIGNAL REqJlRMNTS ELEVATION NOTGHEP INTO ION FASTENERS:
FGR PER WNJ(WAY
3 GAZEBO-PLAN 8c DETAILS WALL eE V T I^ N ALL FASTENERS SHALL BE HOT-DIPPED GALVANIZED. 2. ALL BOLTS SHALL BE ASTM A 307, OR BETTER.
2 FINGER PIER
St Sl SCALE: 1/4"=l'-O" 00010.DWG /2 = I -o
St S1 SCALE: 1/4//=1'-0"