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}S16 S.E.. GREENVILLE BLVD. GREENVILLE, NC 27858 (252)355-1Q68 PHONE
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ONN K. Fqh,~ QQ~G ~T~crr~,~ F
5922 CERT. NO. ~ 51351 ~
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BALDWIN & ASSOCIATES NESER & ROOIVISBUR~ P J.S. JAN~OWSKI, P.E. 1
STRUCTURAL ENGINEERS PC
CIVIL ENGINEER 748 LORD DUNMORE DRIVE, STE. 101
7 Al S f~n~~ccnc?v~-~ - VII2rlwe menu , .
I ••••....v,.~ ~niiv~..C UICIVG. UN~I tS ~~r'~~.•rt, Y/'t L3404
GREENVILLE, NC 27858 757-474-0612
252-756-1390

~ 2 3 4 5 5 6 7 8 9 }0 }2 }3 14 15
GENERAL PROJECT LEGEND ARCHITECTURAL ABBREVIATIONS APPENDIX B LFE SAFETY SYSTEMS REQUREMENTS ~ Emergency Lighting: MATERIALS KEYING LEGEND
BWLDING CODE SWNAAARY
'FOR Aii Ci3fi11Ai(ERgAL ~RO~ECI'S ENO D E~cit s-~r-rs: rt. DRAININC INDEX:
TITLE SHEET
M~-ROOM Np' APC ACOUSTICAL PANEL CEILING NUme of Pfoj~ct: WASHINGTON B~AUM 6RIDGE lMPROV~MENTS ~NO T1.1 BUILDING CODE ANALYSIS, LEGENDS, M
ADJ. ADJACENT Address: 11WY. 64 EAST, MAIVTEO, NC Fue Akaarm: ~ 5-3 155 x273 Smoke Detection Systerrn: ?NO SU ~NO SU Panic Hardw~cue: SYMBfJLS & ABBREVIATIONS
AFF ABOVE FINISHED FLOOR P~osecf Use: CIVIL
a Al. ALUMINUM a3~ ALT. ALTERNATE Owner or.Authaized ~c ent: NC UVILDLIFE RE~OIJ~E C;CJM~ItSSION PNQAtE 91.9-7! 5-3 155 J Owned By: 'I ~ OF 3 ..SURVEY SHEE
AN ANODIZED SURVEY SHEET 2 OF 3
ATTN. ATTENUATION ?x STATE SURVEY SHEET 3 OF 3
a 8D. 80ARD Code Enfiorcemenfi
~ BLKG. BLOCKING A4(A4.I?A2 q_EVAT~ON R~EReJCE BLKT. BLANKET Juriscii~:tion: ~~p J~ _ _ . SITE
B.O.T. BOOM OF TRUSS ~STAT~ SP E~Of REQUREMENTS ~ SP0.3 EXISTING CONDITION & SITE DEMOLITION PLAN SPO.4 :EXISTING COt1t{>if1ONN & SIT-E-DEMOLMON PLAN
~ A3 CAB. CABWEf SP NUMBER 141HD AttRAI~iGEAAENT OF ~i'S SP1 SP0.5 EXISTING CONDITION & SITE DEMOLITION PLAN
p~ pp ~8 CATCH BASIN LEAD DESIGN PROFESSIONAL: SP1.0 OVERALL SITE PLAN ~
CENTERLINE DESIGiJER FlR1V1 LICEtJSE# TELEPHONE # ENE # ARRANGEN4ENT ME14NS SPl SPl.l OVERALL SITE & SOIL EROSION PLAN
DOOR ASSAY DeS~Ng7iOnl CLG.HT. CEILING HEIGHT KK CJ CONTROL JOINT t~~~ JOhiN K FARKPcS, AIA 5922- f252j355- I O68 s- ~ ~~ss a~c~,.com n~u~f~nu~n rtunn~~ o~ Qur~ ~rr~~?~ oisr-.EwcE O~ EGRESS (1004.1): SP1 SP1.2 SITE PLAN
~ ~T CLR. CLEAR ~wL STEPH~I+I JANC7~IM`'Kl, PE X0590 1Z~2)756-1390 6- ~ 390 ACTUAL REQ'D SP SP '40612 Im~r~n?wengneering.ca ALLOW. TRAVEL DISTANCE ACTUAL SP TRAVEL DISTANCE BE[WEEN DISTANCE SP1.3 BOARDWALK PLAN SPA .4 BOARDWALK & KAYAK RAMP CLANS
CLG. CEILING StruCttNal ICFVIN M. ROOMSBURG> F~022830 (75'4740612 SP1.5 BOARDWALK PLAN
CMU CONCRETE MASONRY UNfT
OI ~girpm COL. COLUMN CONC. CONCRETE `YEAR `EDITfO~J OF CODE: X006 FLOOR, ftOOhA ~R SPACE SHOWN DtSTAMC~ SHOWN DEI~ SHOWN ~ QEStGNATiO~N REQUtRE~ 4N PI.AtJS (1OQ42.4j ON PLANS DOORS ON PEANS Al ARCHITECTURAL
CONSTR. CONSTRUCTION QMEW CONSTRl1C,T1ON A1.1 EDUCATIONAL PAVILION: PLAN 8c ELEVATIQNS
CONT. CONTINUOUS t~VA - OPE1v A1R S7F~lJ~fURES A 1 A1.2 OBSERVATION PAVILION: PLAN & ELEVATIONS
K CONTR. CONTRACTOR Bt~DNG DATA A] A1.3 TOILETPLAN, SECTIONS & DETAILS
CT CERAMIC TILE DWG. DRAWING Constn~ctia'i Type: ftl f1.4 BQARDWAtC DETAtL K
EA. EACH ax V-B Al A2 A1.5 BOAT DOCK & RAMP DETAILS All "EDUCATIONAL PAVILION: BUILDING SECTIONS
EG ELECTRICAL CONTRACTQR SprMWera: A 'Candor dead ends {Section 1004.32,3) A2 A22 OBSERVATION. PAVtLIQN: BU[L[}tNG SECftONS
EF EXHAUST FAN ?x NO A2.3 BOARDWALK RAMP., ELEVATIONS & DETAILS
ELEC. ELECTRICAL Statdpipes: 2 Single exit (Table 100.5.2.2)
ENCL. ENCLOSURE EOS EDGE OF SLAB ~x NO 3 Corrxrton Path ofTravel(Sectian T004:~:5) ~ E~Of YYDTH S0.
EQ.C. EQUIPMENT CONTRACTOR fit's d~tf: ST RUCTURAL
EWC ELECTRIC WATER CQ~LER QNo S0.1 TYPICAL DETAILS & GENERAL NOTES
EXIST. EXISTING ~ EXPD. EXPOSED sulldn~ Hetght 12 FEET St. (A) {B) {C) IXIT WIDTH {in) ~4,sb S~ sT.t EDvearIoNar PAVrtrar~: PLANS S1.2 OBSERVATION PAVILION: PLANS
EXP.JT. EXPANSION JOIM NUMBER OF STORIES AREAS EGRESS REQ'D Sl. S1.3 RAMP & PIER PART PLANS ~
EXT. EXTERIOR Alteaanine: PER VWtDTffPER V~itDfhf ACTUAL S1. 51.4 BOARDWALK PLANS
F.E. FlRE EXTINGUISHER ~x fJo C~CCUPMIT # OCCl1P~ANT ;(SEGT~ON 1+~f10TH
f.f. FINISHED FLOOR FL. FLOOR Hight Rise: USE GROUP OR SPACE ~TABI.E Occupants STABLE 1003.2.3 SHOWN S3. S3.1 SECTIONS
FfG. FOOTING No DESCRIPTION AREA' sq. ft. 1003.2.2.2) (Cad) 1003.2.3) (a/b)x c ON PLANS S~' S3. 53:2 SECTIONS S3.3 SECTIONS
FUR. FURRING Central Ref~enoe Sheet, # T I , t STARii@VF1 STAMiA.EVH. STAR/IENEL S3. S3.4 SECTIONS
GA. GAUGE Cs'ro~ss Bu~dn~ /Mrea WA
GALV. GALVANIZED FLOOR E90SWG (SQ. FT.~ NE1N {SQ FT.) Si~BiO~At AL i
GC GENERAL CONTRACTOR GL. GLASS EDUCATIONAL PAVILION p gpp gpp ~I
GYP.BD. GYPSUM BOARD OBSERVATION PAVILION O 400 400 STRUCTURAL DESIGN i HGENERAL NOTES
H HDW HARDWARE TOItEf O 100 100 DESIGN LOADS:
HM HOLLOW METAL TC~AL O 1 , 4aQ 1, 400 ~po~an~e ~ac~rr GE Wind (1~,) ~
HP HIGH POINT HT. HHGHT
HVAC HEATING,VENTILAT{ON, ALLOWABLE AREA Snow ~ .Q
AIR CONDITIONING P~Irr~ry Occupcncy. Seismicl~E) i .o
INT. INTERIOR Ut~'ity+ar~d ivlisC811GneouS ~x OPEN-AIR STRIJGTURE -OUTDOOR PAVILIZ7N5 (2) uve toadx
INSUL. INSULATION INV. INVERT Specid Occupancy. Roof 20 I~
LAY, LAVATORY Q wA Meaanine WA P~
MECH. MECHANICAL MUcea occupancy: 60 psf
~ MIN. MINIMUM a N~ Snow Loack ~ 2 psf
MO. MASONRY OPENING G
MTD. MOUNTED 1Mnd F.oad:
MTL. METAL NIC NOT IN CONTRACT ea~c w~,a speed , 3O ~,n lazcEa-9a)
N.T.S. NOTTOSCALE DESCRIPTION AND USE (A) BLDG. AREA PER (B? (C) (D) (E) Exposure Cvte9aY C
O!C ON CENTER STORY (ACTt1AL) TABLE SOCi 5 AREA FOR AREA FOR AL Af~FA t)f'E1~ SPRINKLER I o~c SPACE lNCREASE2 UN INCRE/LSE' OR ALLOWABLE MAXIMUM end Base Shears (forMWFRSJ Vx 2,4 ~Y= 2.4
OH. OVERHANG ;LER AREA OR ~Jii.dING SEISIWC DESiCwt+l CATfQ~ORY A
OHD. OVERHEAD OPNG. OPENING ~SE2 UNLIMlTED3 AREA Compliance withSectia~ 1b16.4a~4y$
PART. PARTITION
PC PLUMBING CONTRACTOR EDUCATIONAL PAVILION I 90C 5,500 WA WA ;1 , NO 5,500 5,500 SEISMIC DESIGN CAtEGORY B.G, i D
F PL. PLATE OBSERVATION PAVIIJON ! 400 5,500 WA 5,500 5.500 Prov ide tMe fallowing Seismic Design Parameters: ~ E 5.500 5.500 Sa~tnk 1~s~e Gr~+p i KEY PLAN F
P. PAINTED REF. REFRIGERATOR TOILET I ~ 00 5.500 WA
READ. REQUIRED Spacird Response A~cceleratioe~ 5,16 I t . I 9~g
RM. ROOM SMa 5.7 %~9
RO. ROUGH OPENING AttOWA$tf HEIGHT Site GcusillCaRon X
SF SQUARE FEES SIM. SIMILAR INCREASE FOR SHOWN ~caie SI?uehr?d Systems
S.O.G. SLAB ON GRADE ALLOWABLE (TABLE 50f3) SPRINKLERS ON PLANS CODE REFER Type of Constn~cfion V- Type: v B x ~E REFERENCE X .MC~MENi fl2/4tvaE
SPECS. SPECIFICATIONS SeisMc base shear VX E .7 v„= 1.7 i
S&R STItE & RAIL Building Height in Feet 40 WA HeigFit: 15 x Analysis Procedures
S.S. STAINLESS STEEL BuNding Height in Stories 1 Stcxies: a X ~SIMPUHED
E TFL~ TRANSPARENT F4NkSN ATChil~thlyd. NNcltantCd. C~'~er~'~ortetlls 6nChoa'ed4' YES E
TEMP. TEMPERED FRE PR09'EG'fIOM REQUREMENTS LATERAL DESIG~1 ~Ot+iltOil:
TOP TOP OF PLATE Lifie Safely Plan Sheet#: Y I . WIND
TOS TOP OF SLAB SOl. EEARNG CAPACRES:
TOW TOP OF WALL NP. TYPICAL BUILDING ELEMEM' ~ D D Feld Test (prov ide copy ofi test report) wA psf SCO !D tt 040606903A
T/S TOP OF STEEL a ~ ~ n z ~ ~ Presumptiv e Bea~g capaei~r psf
U.N.O. UNLESS NOTED OTHERWISE
VAR. VARIES ~ ~ ~ ~ Q iQ O ~ PAe tee, iyPe, and ct3pC~CifY 8~' DIA;tvIET~R TiMF~R !6 TOti PILES
PERT. VERTICAL WD. WOOD ~ ~ ~ ~ ~ ~ ~n ACCESSBLE PARKNG
o WDW. WINDOW ~ ~ Q~ Q ~ ~ C = ~ ~ ~ +r ~ to 4 Stn.,ctural frame, ~ ~3 W ~j z TO'fAt# PAtt SP. #ACC£SSyBtE SPACES RevisK3P1 PB2 CAMA 5-x/-2007 p
WWF WELDED WIRE FABRIC C Q ~ n ~ REG. W5 TOTAL# ~ LOT OR PARKNIGARFA RE(7D. PRO'V~ED q~ VAN ACCESS. q, NO REVISION DATE
W/ WITH SEAL
mc~uding volurms, girders. ~c o~roNrnnm~ur~o-~uo~oPOS~~~cwe~n~rs ° ° 7Ex~r. y~-r. sower se~~
trusses Bearing Walls WA NK.FgR ~ ¦
Exterior 70TAL 4 0 4 O 0 ~.cEa~ ~Cy~9S~
North SPEt~At ArPROVAtS ~ 5•Zj~
East Special approv ai; (Loea1 durisdiEtiara. Dep#. ~ insurance. SBCCI, tCC. etc.) 59
West NCDOI, SCO, LAMA, NCDENR
South
c lnteria' Wq NOTE 1MALE8~1FEMALECOMPOSTWGTOLETPACKAGEPROV~EDONISIAND ARCHITECTURE
Nonbearing walk and
partitions wq
Exterior 151b ~W SCALE 516 SE. GRffNVILLE BLVD. GREENVILLE, Nt 27-M PHONE [phone],68
North
East E E N12 WASHINGTON BAUM BRIDGE
West BOATING ACCESS AREA
South IMPROVEMENTS
Interior MoNtEC>. M
B FIOOr COr~.StNCtiOn O
Indudin9 ~PPort~g beams DRAWING TITLE
and fasts BUILDING CODE ANALYSIS
Roof constn.?ction O LEGENDS SYMBOLS E
in~lurfing supporFing bearm ABBREVIATIONS
and jas#s SCALE DRAWING NO
Shafts-Exit WA
Shafts-Other WA Candor Sepa~a#io~ WA DRA As NOTED ~ DRAWN
c~ccupancy 3epaFation WA !1/lC,iL
L Party/ Fire Wall Separation WA CHEC CHECKED
A Smoke Barder Separation WA
Tenant Separation NA DATE DATE
Indicate section number permt#ting reduction. 4-2-2007
RROJ _CO ~ 14 RROJECT NO.
2006-03
_COPYRIGHT. JKF ARCHITECTURE ?'C. JOHN K. PARKAS. AU
~ ~ 3 4 S S 6 7 8 8 10 1 l5

I
I, Mark R. Lee, certify that this plat supervision ~om an actual survey, de hereon; that the error of closure is 1:1 not serveyed are shown as broken lin found in deed books referenced hereo signature, registration number, and se ar ee, o essio a art u plat was . d~~.wri under my
;y, de~~l ~~~c~i don(s) as shown
is 1:10, 0±; at the boundaries ~~y~'~'~y~ s
~n line ~~~.t~~d from information, 0.„~„ yo.» a..y~ s
h~reo~• vviti~ess my original a,..,, ~ ¦ t a~aa
end sea~+ ~ - a•.., n g y a..w . n.wa~•\ u Res r , a 0.047 ~py~
Intl \ ~ ~
~ ~ U ~ O
Roos' J, ~ A ~
3/Z ,t/~ ~ M' ~`eot ar @'r 0. ~ r ae.~s rtes • a~an
a..~a r T ~Yq~
Q..,. 4y,1~ ysr73! • ~ R1gNt`OC Q, d
Notes: ~m a.,m
q..7M O.~fN
Surveyor h~~ made no independen investigatiar~ for 1Zigl~~~~of-way or ~ndent search or , ~ k W °'y ' Notes: . O 5~ of BU`khe°'a f
gay or Easements
of record for stre;~ts, ~~way,,pub nor for encumbrance, re~tric~ive ownership ,title or any o~h~r facts disclosed by a full and accu~~te bo & title search. public utilities There are no Jurisdictional Section 404 wetlands to the north of the canal ~a~er Ltine ~ $Q Ot ,i Line
~~ive cav~n~nts,
facts that rna~ be N°r~Q` D wo~a F'~° ~vRE
~.te boundary survey
~ .,X 3.~ , BRIDGE S-~RUC
This survey is of an existing parce not create a new street or change Le end parcel and does K9~30 a.s .z NZN~~ ~N ~ AV v . tee-- 9,3o a WAS Re Lin I
Inge an existing one ~f~ x a.z ~ o f =GrQ`I
~w k WaY X .6 w~ `row $U`kheo. II
~ _ `ire ~ BpSe °F
xisting Iron Pin
ECM -Existing Concrete Monum SCM -Set Concrete Monument ~nument
ent o ~ ~ Ep, CGr a~ e~~ ~ ~ _ ~ No ~
MAG -Magnetic Nail
• ht_of - ay
R~9 f~'~ss Pre W~pD
e
P PRKZ/AR ~ - L. _ _ ~~._z9a _
1 amv' W o~er ~lev d 1r Spr~d ~ ~~1^e ~l•-B6B ~tl -7,f~
= v ~iO -6.3 ~J p,te 'ti.•-aoe ~sae 4~•-s.» 7~~ of e°.^Ps ~p.\ ~._sse `ham-eae
~ ~ Nor ~ M-aoe 4~._~.~w 't~.-~~.
~ AREA CPSPHA`S)
Q ~ X3.4 ~N ~•-i~39 ~y'7.99
~ PARKING sg. Grefs ~.eo
e a ~4.~N ~L•-7JB ~L•-7~AY U ~El¦-336
~ xrx t w~ ~ e o
i PD ~ASpNA~-j~ ~:~;:~~.`r+~ `"0.5 ~•-s.w r` ~EI.=-x99 ~1.•-7.e~
~1 Q e ~Le'5.38 ~~°'l~ ~kl•'7R6 f~~'
4.98 ~EL~'1.78 ~L.-7.U ~ELs_3.98 •EL='1,28 ~l~'3.68
'~i2r ``re ~L~-1,20
I r 'Hl ~ , ~ 7fL{S RL--x.98 N~ Q •EL¦-4.88 ~.'s,~ ~kl.~-G69 ~L~-6.N ~L~iA6
Kees D GPNp~" 4.•.,.
~ ~L•'4~98 ~l¦-4,88 ~EL~'6.36 ~L~'7~OB
~1-~-6~08

0 aY u\Khepd k~_.... K~ 'a. ~ oUndarY ,dory Lire o ~~--ase eqE~~-~be ~•-sae ~Ls~7.08
- B 9 0 @ Bpse ~ ropert ~~-4~ DEL°-6'08 OELa.
{er ~~ne ~ANpL ,5
X2.4s
6 ~ 3
t e 66a 9 4~-- S o 9 c'4 aF ~ '~.•-~.9e '~••-6~oe
s-I t°r$ - r 1~ L• 08 4~.~ 'a• ~ 'n. ~w ~"_"°'n.-an or~^~~ W Ater L1„ S Q ~--~.ee
~p~ ~ L=-6.08 L 3,28 Sig ~9, ~ ~~.-~~a ~EL~-4.98
L=-s~s8 L•-6,~1 L'-S,SB L¦-3.88 <r ~k:L=-°.5.18 ~El¦-6.18
~•-s,se L=-s~B~ s,se ~A ~l.a-4~9B ~L=-6.38
L~-s.78 L=-s.78
s-~ e to El.•-3.78 er M MARSH Match Line O ~La-3,78 ~~~4.ye
a~ a r
0 r. 11 /l x'3.38
D 4 ~ A °~.=-see
DEL¦'3~48 ~L
~ ~ ~ ~~.-aye O,~ ~.~-asa ~~•-s4e
OH19 %Q~ ~EL~-368 ~l¦'3.68 i
~p ~L¦-378
Wetland Delineation done by Quible & Associates (Brian Rubino) on July 21, 2006
Survey For
Existing Conditions
North Carolina Wildlife Resources Commission ~e erence Sheet 1 of 3

of DB 509, Pg 199
~ \ ~J Y. DB 634, G dog o ~o~ izo~ lso~
4 DB 593, Pg 484
X1 S 7 Was~iington Baum Boating Access Area DB 620, Pg 150
e sources mrrnss~on DB 825, Pg 465
Division of En 'neerin Services ~ ~ Nags Head Township, Dare County, North Carolina DB 1102, Pg 789 Scale 1" = 60'
Mark R L~ Profe~aional Land Surveyor 1720 Mail Service Center Ralei North Carolina 27699-1720 Sh, DB 1465, P 139
Tele~ 919.707-0150 FAX [phone] DB 1475, P~ 378 AUgUSt ~ 206
1
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I, Mark R. Lee, certify that this plat was draw supervision ~om an actual survey, deed descrip drawn under m r~ ~ ~ ~ ~ • • ~
escription(s) as shown ~ ~ ~ ~ 39P ~ Wetland 10+; ghat the boundaries w ~ ~ ~ ' ~ ~
hereon; that the error of closure is 1:10,000+; fl not surveyed are shown as broken lines platted found in deed books referenced hereon• witness lblatc A
.atted from information ~ ,w. ~
Fitness my original ~ ~
signature, registration number, and seal. a~°~ J~ Ji ~I/ ~l/ ~L ~L ~L ~L d ti..~ a.w ,~~W ti.w
r~
~A.aM ~7M
3~t ar ee, o ess o an urveyor 3~tz~o-~ ~ ~ x'12 ~ ~L ~L ~L ~ ~L ~L ~'oxa... ti.., )1' ARSH D t8^ < ~Y !^~r 9o""r l.+r 'R~~
~M
Notes: M '~'+M
U+.~r 1~'aw ~h.+~r ~L• 7N
Surveyor has made no independent search or D ~ ~ ~ r •b..,, ~s1M ~i M b,+AM ~.1A
investigation for Rights-of-way or Easements of record for streets,. highway,.public utilities ~ `L ~L J~ ~L ~L Uplands 16 " ~'!M ~M i
nor for encumbrances, restrictive covenants, ~v..,. i X11 ~N ~11 br1~11~r7N I
ownership ,title or any other facts that may be B ~7J1 ~!M ~w k~•~~a
disclosed by a full and accurate boundary survey r 'tcw 'hay 1ar~M X11 4w~M ~r1M ~Lwlil ~/i~M
& title search. ~a... ~ ~ ~+?r ~ ~w ~
This survey is of an e~usting parcel and does rrCn lr~w 'd«~ ~ ~ ~w
not create a new street or change an existing one One .y ~ ~ ~ ¢ 8.98 Acres ~ ~ ~ ~w w ~ ~a
~ ~ ~a +~r
~Leg ~end ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ D~ 0 Uplwnds J/ ~I/ ~V ~L ~L ~1/ ~L ~V v Qx 'rwra ~
EIP =existing Iron Pin '~+a 4rrw ~~w ~ ~ ~
ECM -Existing Concrete Monument SCM -Set Concrete Monument ~ 1~ ~awM ~ ~w
MAG -Magnetic Nail a^ ~ ~ ~ ~ ti ~
A to B Wetlands Tab Table ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~
Line Number Bearing Distance D45 - OH19 SS6°26'54"E 49.25' ~ ~L ~ J~ ~L ~L ~L ~I/ ~ D33 Ht Ji ~L ~L J~ ~L ~L ~L ~L ~L ~L z ~ ~ w rr ? larw D ~ ~ 1a,•~
OH19 - OH18 S42°48'17"E 59.48' ~ ~ Hl ~ ~r 'br+a~
O H 18 - O H 17 S46°27'42"E 72.1 S' ~M 2 ~ ~ 'Io~•1M
O H 17 - OH 16 S45°20'24"E 80.66' OH16 - B1 S44°25'39"E 97.40' D32 ~ 4a~•aw ~
BtoC n n ~ ~ ~ E
Line Number Bearing Distance D31 ~ ~w ~
B1 - B2 512°28'47"E 42.64' ~ n !mow ~4.+~ L.~~r ~Yrrw ~W i
B2 - B3 562°23'24"E 37.22' C to D D3 J !n'~r ~°.ar Carew ~y ~„a.. ~w lriw 4.w
Line Number Besrine Distance
B3 - OH14 504°13'08"E 52.92' OA14 - OH13 S20°51'46"E 58.58' l..~ L.~w 1.~w byr ~^w lras ti.vr
OH13 - OH12 S41°47'17"E 65.55' Orr 4.+r 4~.aw ~.a#
OH 12 - C 1 526°09'35"E 69.30' ~ ~ ~L ~L ~L ~L ~ ~L J~ ~L Upland MARSH Uplands .a,,,, ti... ti..« Rru.
DtoE Line Number Bearin¢ Distance ~ ti.s* ti,.a~ tiw ~
C1 - C2 508°08'01"W 45.68' D 'd.+~
C2 - C3 529°43'56"E 44.66' C3 - C4 560°05'53"E 36.14' 1nar 1"'~ !.w'~w~~r ~Y.~iw ~k~+w
C4 - CS S86°24'14"E 26.15'
t,, o F 0~ ti.~w 1~.+r ~w A
one Number Bearing Distance CS - D1 541°17'21"E 41.22' ~u'~ 1~sr ti.~w y,.~
F to A D / tiw ~a,.,rw
Line Number Bearin¢ Distance I.1neNnmber B D1 - D2 548°10'41"W 56.36 D29- D30 N18 D2 - D3 512°32'48"E 35.87 D30 - D31 N35 D3 - D4 S47°27'02"E 50.49 D31 - D32 N48 D4 - DS 559°15'38"E 49.29 D32 - D33 N33 DS - D6 S71°37'23"E 59.61 D33 - D34 N64 fiber Bearing Distance J' J' ~ ~ ~ ~ ~ ~ 0 N18°31'02"W 49.11' tiw
1 N35°23'59"W 56.56' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~o.w 1.aw waw
2 N48°49'58"W 40.60'
3 N33°09'13"W 81.63' ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 N64°03'04"W 66.96' D y„~r 1w~ !«.M~~w ~W
D6 - D7 547°04'29"E 61.45 D34- D35 N60 S N60°25'16"W 67.44' ~ ~ ~ ~ ~ ~ ~ ~ ~ •Ji Uplands li a.+~. ti,.,,, 0 1s.~r ! ~s
D7 - D8 540°57'53"E 72.34 D35- D36 N48 D8 - D9 S48°13'52"E 76.48 D36- D37 N09 6 N48°43'27"W 72.62' ,
D9 - D10 563°05'53"E 103.14 7 N09°47'42"W 96.38' ~ ~ ~ ~ ~ ~ ~ ~ A 3 '1?.+n
D10 - D11 S41°46'54"E 52.24 D37- D38 N22 8 N22°17'00"W 67.06' J, J, ~ v, ~ 9 N48°S2'43"W 80.14 Ordinary H~.gh ~ ~ 8.98 Acres 'b'"~"`N' tiu...'~"''~
Dil - D12 522°17'50"E 47.46 D38- D39 N48 D12 - D13 547°58'41"E 19.82 D39- D40 N43 0 N43°01'24"W 64.62' J, v, J, V v/ ~ o~ ~ raw 1r
D13 - D14 S13°52'18"E 43.31 D40- D41 N12 ~1 N12°12'38"W 41.16' O 4..r
D14- D15 S10°02'11"W 69.68 D41- D42 N28 D1S - D16 334°26'22"W 79.49 D42- D43 N41 ~2 N28°42'17"E 59.31' Water .11~ark ~ ~ ~ ~ ~ ~ ~ y29 ~Yi.~w v.~r
D 16 - D 17 562°05'30"W 92.71 D43 - D44 N'1 D 17 - D 18 584°27'48"W 25.78 D44 - D45 N89 ~3 N41°18'43"E 66.99' 14 N'16°58"OS"E 56.51' Lfne Number Bearing Distance O O 4~.yw v.~aw
5 N89°54'25"E 35.10' OHi - OH2 N21°02'46"W 90.77' OHl
D18 - D19 N80°31'07"W 69.82 D19 - D20 586°26'04"W 112.20 OH2 - OH3 N34°24'38"W 87.67' ~ y ~ Uplands ~ o l..,.
D20 - D21 N69°13'30"W 59.23 OH3 - OH4 N39°31'34"W 81.95' OH4 - OIiS N54°33'26"W 116.19' 0 ~ 6
D21 - D22 N29°01'47"W 66.62 D22 - D23 N22°04'50"W 56.00 OHS - OH6 N49°53'11"W 119.34' DEI ~
D23 - D24 N00°44'34"E 97.59 OH6 - OH7 N50°05'55"W 88.38' ~ OH7 - OH8 N46°38'57"W 96.83' ~ ~ D2p ~ Dl ~ m~ ti... w
D24 - D25 N13°49'06"W 82.15 OHS - OH9 N48°01'25"W 77.38'
D25 - D26 N28°09'08"W 62.84 D26 - D27 N20°34'58"W 43.10 OH9 - OH10 N40°02'34"W 127.68' 4w+r
D27 - D28 N31°07'17"W 144.40 OH10 - OHll N31°44'41"W 58.24' OHll - OH12 N28°23'52"W 81.09' ~
D28 - D29 N27°09'33"W 81.36 OH12 - OH13 N41°47'17"W 65.55' MARSH ti1°" ~s..w l~~aw
OH13 - OH14 N20°51'46"W 58.58' OH14 - OH15 N02°09'14"W 86.73' 1a.+r
404 CERTIFICATE OH15- OH16 N49°19'11"W 146.30' `L
THIS CCRTIEIES THAT THIS COPY ?F THIS PLAT ACCURATELY OF THE JURISDICTION ?F SECTION 404 Of THE CLEAN WATER '.ATELY DEPICTS THE B?UNDARY OH16-OH17 N4S°20'24"W 80.66' Ali .li Ali .1~ Ali
LAW AND REGULATIONS AS DETERMINED BY THE UNDERSIGNED THERE IS A CHANGE IN THE LAW DR OUR PUBLISHED REGULAT ?F SCCTION 404 JURISDICTION MAY BE RELIED UP?N F?R A P YEARS FROM THIS DATE, THIS DETERMiNATICIN WFlS MADE UTIL1 WATER ACT UNDER THE PRESENT OH17-OHi8 N46°27'42"W 72.15' SIGNED ?N THIS DATE. UNLESS OH18-OH19 N42°48'1?"W 59.48'
'.EGULATIONS, TNIS DETERMINA7TON OH19-OH2O N41°04'12"W 100.22'
?R A PERI?D NOT T? EXCEED 5 lE UTILIZING THE 1987 CORPS
?F ENGINEERS WETLANDS DELINEATION MANUAL.
Name - Date Wetland Delineation Map For
Existing Conditons
North Carolina T~~ildli e Resources Commission
Re erence Sheet 2 of 3
Of DB 509, Pg~776
DB 634, PG 199 12a o i2o~ 2~0' 360
Washin ton Baum Boating Access Area DB 593, Pg 484 DB 620, Pg 150
g DB 825, Pg 465
North Carolina Wildlife Resouroes Commission Nags Head Township, Dare County, North Carolina DB 1102, Pg 789 Scale 1" =120'
Division of Engineering Services
Mark R L.ce, Profea~onal land Surveyor 1720 Mail Service Cmrter, Rdd~, Ab~di Carolina27699-17~ DB 1475, PG 378 August 10, 2~~6
Tele. 919-707-0150 FAX [phone]

I, Mark R. Lee, certify that this plat was d supervision om an actual survey, deed des vas drawn under my ~d description(s) as shown
hereon; that the error of closure is 1:10,000 not surveyed are shown as broken lines pla found in deed -books referenced hereon• wit signature, registration number, and seal. 0,000+; ghat the boundaries
~s platted from information ee„~~ECti~es~~~~
a~ witness my original ,`~`~~AR~'~~.,;
a
'a ~~~~~,A, O ser. s °
~~~~.r~
. ~ v
ar ee, ro essiona an urvey r ~vey r -
sgeore~e~~
Notes: it II
II
Surveyor has made no independent sear investigation for Rights-of-way or Ease of record for streets, highway,.public ut nor for encumbrances, restrictive cove ownership,title or any other facts that disclosedby a full and accurate bounda & title search. .t search or
Easements I l
~lic utilities / •
covenants, that may be h~-~ ,~J a / /
r,~,o~ / / .11
~undary survey R`
~ ~
i
This survey is of an existing parcel and not create a new street or change an exi Le end .1 and does
tin existing one L`i
,~o ent , ~ i
Re
xisting Iron Pin p xa4s o+
ECM -Existing Concrete Monument T~ r~i ~
5CM -Set Concrete Monument R~ ~ ~
MAG -Magnetic Nail Ors 1r~'\ ~e~ _ •~,~~e -s;
aEe ~•-sae - °a.--s~se °a=-s,ze
~.--ase ~,._sse
~C ~ ~~=-s.se ~~.-a,ee

i
n / ~ / / /X / ~ a~a asst' K.n,~•° ~o.Cph s~~"'_ar Qr `ne-~
vS Sncc:zs 4~._ase .~._sv .a.-v ~r~1P p ~
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4~--a.ae'a.-ss .~._o-w
/ ~ or~`O~ Wt e~.. ` 4`~u: / / Nor~o\ Wate~~P~oPerty~ Urd ry ~
.i, .i,
~
~r,.V ,,spy
P~ t d oa R9r~ off.
a c~
P~
ea P~
Survey For
Existing Conditions
North Carolina Wildlife Resources Commission Re erence Sheet 3 of 3
Of DB 509, Pg~776
t.., ~c., w DB 634, PCi 199 0 60~ izo~ Asa . ,
Washington Baum Boating Access Area DB 593, Pg 484
DB 620, Pg I50 DB 825, P 465
Ds i ioz, ~g ~sv Scale 1" = 60'
o e sources mmission , Nags Head Township, Dare County, North Carolina
Drv~s on of En neerln Services ~ ~ g Mark R Lee, Professional Land Surveyor DB 1475, PG 3 8 L~Ugl1St 1~, 206
1720 Mail Service Center, Ralea~, Noah Carolina 27699-1720 Tele.919-707-0150 PAX 919-707-0162
I i

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i ~ r ~ DOCK TRUCTURES + ~ ~ ~ ~ 0 0 0 of ~ y o ~ o o ~ ~ ~ ~
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~ B LDWIN & ASSO IATES 15165.E GREENViLLE BLVD. GREENVILLE, NC 27858 PHONE [phone] US
• ' " ~ ~ ' ~ ' ~ • ~ ' ' ; ~ CIVIL ENGINEERING
I ' 1 ,-.1:": 1015 CONFERENCE DRIVE. R B . ~ • ' ' ~ ~ : l I ~ -7~ GREENVILLE. NC 27851 E E NBAUM BRIDGE
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JKF
A i i DATE SP0041 A
sl E PLAN ~ A15 5-17-2007
PRC PROJECT NO.
i S '1 =30 2006-03
COPYRIGHT, JKf ARCHITECTURE PC. JOHN K. PARKAS, AIA
~ 2 3 d 5 5 b 7 8 9 10 11 12 13 14 15

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2006-Q3
1 2 3 4 5 5 6 7 8 9 10 Q coP 17 12 13 14 15 Q COPYRIGHT, JKf ARCHITECTURE PC, JOHN K. PARKAS, AIA

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I1 REVISM PER eaMa 4-2-2007
. fl ~ jr,~j~ rf~ x~~ ~ j~f ~ ~ j r -REV-GM DEM 2-7-2007
i ~ FOR STI INA;TER ~ EROSI4IV IV CONTRCk PERMITN~IG N0 REV(S{ON DATE
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C ~~rn ARCHITECTURE
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BALDWIN 8~ ASSOCIATES 15,6 1516 S.E. GREfNVILL.E BLVD. GREENVILLE, NC 27858 PHONE I52-355-1068
CIVit EIdGIN~RING
1015 CONFERENCE DRIVE UNIT B GREENVILIE, wC 37858 E ~ N12 WASHINGTON BAUM BRIDGE
X252) 756-1390 BOATING ACCESS AREA
IMPROVEMENTS
MANTM? NC
B
DRA SCAL DRA DRAWING TITLE
OVERALL SITE PLANSCALE DRAWING NO
r = 200•
DRAWN
MTVV
CHEC CHECKED
A o Da 2oa 40a OVERALL JI<F'
SITE PLAN DATE DATE' sploo
r - 2oo A15 1-*2"2007
SCALE: 1" s 2000' PROJ CO 11 12 13 14 15 PROJECT NO.
2006-03
COPYRIGHT, JKF ARCHITECTURE PC, JOHN K. PARKAS, AIA
1 2 3 d 5 5 6 7 8 9 10

~ 2 3 4 5 5 6 7 8 9 10 11 12 }3 14 15
~JM HJJM .X,dW .OI EXISTING CONDI 16' MAX. WiTNOUT WIRE O~/ERALL PROJE EXISTING IIv1PERVl ?N MIDDLE AND VERTICAL WIRES a~~~G ~MPERVt SI-IALL BE 12 U2 GA,GE (vNNNvQjNI CONDITIONS AREArS DEMOLITION AREf~rS VIEW CONSTRUCTIQN AREA- ~ Q _ ~ _~_1~__ MATERIALS KEYING LEGEND
PROJECT LIMIT (AREAS # 1, 2 3) 5449$7 CONSTRUCTION S, GHE_L
MPERVIOUS (Asphalt) 57 REMbVE EXIST}N~ IhrW~RVIOUS(Asphaitj -1219 PROPOSED IMPERVIOUS(Asphalfi) 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
MPERVlOUS (Building) 2 REMOVE EXISTING IMPERVIOUS (Building) - PROPOSED IMPERVIOUS (Educational Pavilion) ''IOn) 129 ~ ~ ~ ~ ~ z 2. FLAG LIMITS OF ROUGH. GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE LIMITS AS NEEDED.
PROPOSED IMPERVIOUS (Compositing Toilet) :t) 9b ~ ~ ~ 3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, tv -EROSION CONROL.ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
I DCISTING SEMI-IM EXISTING IMPERVI T{~P AND BOTTOM STRAND ?EMI-IMPERVIOUS Tuff Stone) REMOVE IXISTING SEMI-IIvIPERVIOUS (Tuff Stone) PROPOSED SEtW-IMPERVIOUS (POROUS CONCRETE ~CREfE DRIVE) 1507 ~ ~ 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AS THE FIRST CONSTRTUCTION ACTIVITY..
PROPOSED SENY-IMPERVIOUS (POROUS CONC. W PROPOSED SEMI-IMPERVIOUS (GRAVEL WALKWAI~ SIC. WALKWAI~ 1 F ~ 1 5. INSTALL BULKHEADS FROM THE WEST OF THE SITE TO THE NORTH. THE EXISTING BULKHEAD SHALL BE REMOVED AND THE NEW BULKEHEAD
:KW Ali 429 ~ 3 I ~ 1 INSTALLED AT APPROXIMATELY 100 FOOT INTERVALS.. 6. REMOVE THE EXISTING PAVEMENT ON THE PLANS AS INDICATED BY THE
MPERVIOUS (Boat Rarnps) 2081 REMOVE EXISTING IMPER~lIOI~(Boa# Ramps) 2E)8J PROPOSED IMPERVlC7US BOAT RAAAP) 4102 ; ~ ~ ~ 1 LIMITS. INSTALL THE REMAINDER OF THE BULKHEAD AS INDICATED IN ITEM 5 TO THE BOAT RAMP.
7. RECONSTRUCT THE BOAT RAMP AND COMPLETE THE CONSTRUCTION OF THE BULKHEAD INCLUDING THE BULKHEAD AROUND THE EXISTING
' SHALL ~ 10 GAGS MINIMUM REST ROOMS. 8. MOVE TO THE ISLAND AND INSTALL PERIMETER SILT FENCING.
i 9. BEGIN CONSTRUCTION OF THE BUILDING FACILITIES. 10: INSTALL WALKS
1 F ~ ~ ~ i ~r , ~ Ewss-rev~ 11. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS 12. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF
L 1 # ~ ~ COI~ITION J GRADING OPERATIONS. 13. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY
W1RE TER FABRIC 0 BE REQUIRED BY THE STATE OR OWNER IF DEEMED NECESSARY. 14. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
j ~ ~ o ~ s ~ X0.5 ~ D~OL.I'I'K)N INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS. 15. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING. WITH 700 LBS
PO 1 F 3 V~ j 1 F ~ ~ ~ ~ PER ACRE OF FERTILIZER EVERY 6 MONTHS UNTIL THE COMPLETION OF THE PROJECT.
~O ~ F A ~ 1 16. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL
N FILTER FA~?IC ~ ~',p. MEASURES UPON COMPLETION AND STABILIZATION OF PROJECT. MAINTENANCE PLAN
Wll~ SHALL ~ A M~VIMUM flF ~2" IN WIDTH AND SHALL NAME A MINIMUM COMPACTED F~L 1. All erosion and sediment control practices will be checked for stability and
L ~ ~ p ' operation following every nun-off producing rainfall but in no case less than once every week. Any needed repairs will be made immediately to maintain all
OF 6 L~ WN?ES WfTH 12" STAY SPACNG. practices as designed. 2. Sediment will be removed from behind the silt fence when it becomes 0.5 feet.
K FILTER FABRIC SHALL BE A Mq~MUM ~ deep. 3. Sediment will be removed from the sediment trap when the storage has been
OF 36" flV WIDTH AND SHALL BE as 1 F approximately 50% filled. Gravel will' be cleaned and replaced when the sediment pool no longer drains properly.
FASTENED ADEQUATE~.Y TD THE 1/+INZE ~ W 4. All seeded areas will be fertilized, re-seeded as necessary, and mulched according to specifications in the vegetative plan to maintain a vigorous, dense
AS DIRECTED BY TI-~ F`NGNVEER. vegetative cover.
STEEL PfJST SHA~.I. BE 5'-O' W I-~C~Nl' ~R ' ` ' ' , PROJECT UMtTS ~ " ' ~
AND BE OF TI-~ SELF-FASTED EXTENSION OF FABRIG AMID ANGLE: ST~L TYPE: WEE ~ITO FABRIC. n~a~~ ~ F F ~ ~ ~ ~ $EE AREA =145045 S.F. ~ F ~ -I ~ ~ SEEDING AND MULCHING SHEDULE PER ACRE
• A 10" COARSE AGGREGATE '~'p~$'` A CONSTRUCTION ENTRANCE DETAIL ~8 THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
LIMITS OF DISTURBANCE ~ - - - _ - - - I I ~ AREA -145045 S.F. ; ~ ~ ~ ~ ~ , OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
USED SHALL BE DETERMINED BY THE ENGINEER. LIME 2 TONS/AC
F ~ 10-10-20 ......................................1,000 LBS/AC 0-20-0 500 LBS/AC
J ~ ~ ~ STRAW MULCH ..............2 TONS/AC (AFTER SEEDING) ASPHALT TACK ......................200 GAL/TON'OF MULCH
~ L ~ ~ ~ 1 i JAN PRO.~CT LU~NTS ~ F I 1 J JANUARY 1-DECEMBER 31
SILT FENCE DETAIL J4
N.T.S. N.T.S. 50# TALL FESCUE 5# CENTIPEDE
50# PENSACOLA BAHIAGRASS 500# FERTYLIZER
~?ID AR LIMBS ~?IDC~E OVEF2 MARSH ~ F F ~ 1 4000# LIMESTONE
AREA = 6307 S.F. ~ ~ ~ ~ s~o LIMBS ~ DISTURBANCE ~ ~ ~ ~ ~ ~ ~ .r a?N AREA • 6'07 S.F. i F ~ ~ t ~ SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: JANUARY 1-DECEMBER 31
NCDOT NO. 5 OR 57 1~VASI-IED STONE SHALL ~ USED. PAD TO BE 50'X20'X6'
AT MM~MUM TL1~pNG RADIUS SUFFIC~IT TO ACCOMMODATE LARCH TRUCKS AR AREA tt 3 75# TALL FESCUE 50# PENSACOLA BAHIAGRASS
IS TO BE PROVIDED PROJECT LINTS 1F ~ 1 o ~ ~ FOR D(IST~VG 500# FERTILIZER 4000# LIMESTONE
H ENTRAI~ES SHOULD BE IN A CONDITION WHCH WN1 PREVENT TRAC:Kp~IG OR E WE'iLAI~S F F ~ F ~ ~ ~ ~ CONDITION H
DIRECT FLOW OF MUD ONTO STREET. PERIODIC TOP DRESSNVG WITH STONE AREA - 393635 SF. F F ~ F F F~ ~ ; ~ G F F ~ 1 F F 1
1NILL ~ I~CESSARY, KEEP SOME HANDY. F J GENERAL NOTES
ANY MATERIAL WHICH SILL MAKES IT ONTO THE ROAD MUST BE CLEAI'~D UP uMrrS of D~s~rurze one F F
IMN~DIATELY. AREA • 56125 SF. ~ ~ F ~ F ~a I ~
NSTALL TFJvpOQARY F F F ~~~~~~f T~ - '
6' DIVERSION DNGE aS F F F
Ate,. ~ F F ~ F i F ~ F F F ~ ~ ~ ~ F
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APPLICABLE AT ALL POINTS OF INGRESS AID EGRESS UNTIL SITE IS STAB~.IZED. FREt~IJENT CHECKS OF T4~ DEVICE AND TIMELY MAINTENANCE F F F F E F F F E a
MUST BE PROVIDED. F F F F F F F Y~ '
E F F F F F F F F F F :j is
Pl~?POSE= TO PROVIDE A BUFFER AREA WHERE VC-I-#CLES CAN DROP THEE F MUD AND SEDIN~IVT TO AVOID TI2ANSPORT~ IT ONTO PUBLIC ROADS, TO r°•~ ~ ~ A
CONTROL B?OSION FROM SI~FACE RI~IOFF, AND HELP CONTROL DUST. F E F F f F F E F F F . SP~3
F t ' 1
E E f ~ F ~ ~ E ~ F ~ ~ ~ E F E F ~ E E ~ . r ~.,;~1 i. ti~~,, ~~y~~ ' KEY PLAN IF
COI~STk U~TION ENTRAI`ICE SECTION ~ F F F F F F F F f f ~:1.
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F F F F F F ~ F F ~ ~ ~ E F ~ F ~ F F F ~ F d - L~. F ~ F E F Dc I M •f VM 8 ~r1 1 ~ QEMION PM CAMA 5-47-2007
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~ ~ 0 ~ ~ ~ e r Qi REVISION PER DENR 2-7-2007 p
~ ~ F a ~ ~o~ d ~ ~ r NO REVISION DATE
~ ~ F o~ I , to a'~ ~ ~ 'f ~ ~ SEAL 'S Q I SEAL
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N~ ` N b r~ ~~~~~p ( p¢~ ~~fl bd f ~ Q w v Q. 1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE [phone]
~ ~~E l~~j D ~ f ~ ~ ~ ~ A CIVIL ENGINEERING ~ ~ ~ I015 CONFERENCE DRIVE, UNIT 6 E Z NR WASHINGTON BAUM BRIDGE
V1 GREENVILLE, NC 27$58 ~ t 1 ~2s2r Asa-~3~o
f ~ L C y ~Y r BOATING ACCESS AREA
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B ~ DRAW DRAWING TITLE B
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F 0 E SOIL EROSION PLAN
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SCA LE SCALE DRAWING NO
F 1000
DRAH DRAWN
1 AAT1/U
4-1 r + ~ cHE 50' 1 100' 200 rya I V V CHECKED
JKF
fie imp SITE PLAN DATE DATE
I' ' 100' '`15 1-2-2007 S P1.1
SCALE= I" a 100" PROJ Q CO 11 12 13 14 15 PROJECT NO.
2006-03
1 2 3 4 5 5 6 7 8 9 10 Q COPYRIGHT, JKF ARCHITECTURE PC, JOHN K. PARKAS, qIA

~ 2 3 4 5 5 I 6 I 7 I 8 I 9 I 10
11 12 13 14 15
M CONCRETE MATERIALS KEYING LEGEND
M
- WOOD BOARDWALK CONSTRUCTION
I r
- POROUS CONCRETE
CONSTRUCTION PVC LAf~SCAPE JOWT o 10' EDGE.
O.C ACROSS - COMPACTED GRAVEL
L WALKWAY.
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1I I- CONCRETE
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1,.111..11I.,I
(...III, , I I ~I rJ ' - EXISTING MATERIAL AS NOTED
4' POROUS CONCRETE 6" COIvIPACTED TO BE -REMOVED
GRAVE.. TRAIL
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PQR4US CONCRETE J1~ GI?AVEL TRAIL JI5
~ va• = r-o• i v -rr o•
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~ GE GENERAL NOTES
I I I. TRAL LOCATION IS APPROXIMATE.
CONTRACTOR SHALL ALLOW FOR DEVIATIONS
rn ~aui~ .pun~~.a~ ~ IN THE FINAL LOCATION OF PATHS TO AVOID
~ ~ EXISTING NATU12AL FEATURES & VEGETATION
AS DIRECTED IN THE FIELD BY THE ARCHITECT. ALL NEW PATHS & TRAILS TO FOLLOW
IN O~ET ~ ~w ~ EXISTING GRADES.
r_ i
v r , c~ v. -ZS.~ 2. SITE REQURES MNNOR CLEARNVG AT
/ w''~ 1„ 11 .SET RATUM POINT ~ ~ EDUCATIONAL PAVILION. CLEARING LINTS C
o ELEV. 7.00' SHOWN ARE APPROXIMATE. CONFIRM CLEARING UNITS WITH ARCHITECT QN SITE
l6Ei -8' , pLT. BID ~t2 PRIG TO CLEARING.
KA ~ :'~A ,J J ~ APROXIMATE
y ~ ~d M.. LOCATIQN OFI ~ 3. 3. ARCHITECT WILL PROVIDE CADD FILE WITH
~1, ' ~ { ~.w., 1 ~ VEGETATION ~ . ~ / - ~ '[O R'EMAgV. t TRAIL, BUILDING LAYOUT E SURVEY FOR USE IN LAYING OUT TRAIL. AFTER INITIAL FIELD
V . b ~ V 1 LAYOUT, COORDINATE FINAL LAYOUT WITH
! - b ARCHITECT.,
F ~ r j
` i. .gip KEY Pt.AN ~
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~o . M , ~ 5 ~ conrrQO~ Pea~ur~v~ s~,~ NO REVISION DATE
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~ ~ ~ ~ BALDWIN 8~ A,SSOCIATES ~5'6 a ; x~-- erne ~Gn~wc "1516 S.E. GREENVILLE BLVD. GREENV1lLE, MC'37$58 PHONE [phone]
, - ~ ~ rp ~'~'-Q. V s' I
r ~ I ,~j~ 1015 CONFERENCE DRIVE UNIT B GREENVILLE. NC 27858 E ~ NR WASHINGTON BAUM BRIDGE
~5 t (2S2) 756-1390 E30ATING ACCESS AREA
s r _ ' IMPROVEMENTS
O i y ~ MAN'fEO, NC
1~ :0
DRAW F- DRAWING TITLE B
• pip 3~. p~C Q
SITE PLAN
/ SCALE SCALE DRAWING NO
~ AS:N0
' ~ - w ~ DRAW DRAWN
s~ M 11/V
CHECK CHECKED
4 15' 30• 6p. irj=
SITE PLAN DATE r 3a = a 33 O~ PaoJ COP 11 12 13 14 15 Spl.2 A DATE
F2--20-07
PROJECT NO.
2006-03
1 2 3 4 5 5 d 7 8 9 10 COPYRIGHT, JKf ARCHITECTURE PC, JOHN K. FARK,iS, AIA

1 2
3 4 M 5 6 ~
$ 9 10
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ATC1-tL1NE DRAWING SPi.4 DRAWING SPI.3 - _ _ - - - - - - OXIMATE MATERIALS KEYING LEGEND---
f:~.
APROXIMA EXIST. GRA ~'-O' 22'-Q" VARIES WOOD BOARDWALK CONSTRUCTION
GRADE ~ PILE p ti
2tES ' ,r~..... ~ ~ ~ ~ ~ m
~
APROXIMATE Q a a ' ~...~::~F~PAf~.f3RAt2Y:G. AVEL ( ~ POROUS CONCRETE
~ EXIST. GRADE ~v .C~J~T: EN~~2A E i ~ ~
/ / r~ ~ j `
- COMPACTED GRAVEL
EXISTNVG ASPI-IgLT DRIVE TO BE REMOVED ~8 PER FILL SIDE I ~ :p ~ ~ OF ROAD ~ ~ ~ ~
~ ~ ~
3 PER FT. SLOPE ~ r ~ r~ I ::~:::_i:::~.~ - CONCRETE
6" TNI~ CONCR 8" STON K GEOTEX FABRIC " TNI~K POROUS ~iN I" PVC WATERL)I~IE 1j r ~
;p~R~ ~ I SECURED' TO UNDERSIDE =A OF BRIDGE r ~
" STONE BASE
r: ~ EXISTING ASPHALT
~BRIEXTIL.E ' ~ ~
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NEW 1` PVG SCNED. 40 ' ALVE E DRAIN Q? ~ • SCO ID ~ 040606903A
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t, / • ~ ; f e QEVISM PM cam, 5-n-2oo7
j WORKNVG P F02 BOARDW ~ ~ • i f REVISION PER LAMA 4-2-2007
~ , / ~ b • a i + • ~ _ ~ A EVI~ ~ DENIZ 2-7-2007
5 P -Q .:r ~ 1 b (C RENT TC>P OF R A - - ~ - - A'. A. A' i. d "i;~ .AJ~A' • r". A ~.A 9' Y •A w"N'~ •9• 1 ~ ' NO REVISION c
~ i CJ ~ I ~N~!~, NORMAL V1/ATER ~ f. DATE SEAL
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POSTS ~4' O.C. Rte- 2'X4' BRAC ~ 6"X6" PO ,:I RAL CONT. (TYP.) w ~ ~r,~.
' BRACE BETW~N 4
2'X6'X8' DEEICNG 2"X4"XI6' L(~K' :6" POSTS FASTEN ATTACH-ED W/3" SPACE G
~ ,j W/S.S. BOLTS S.S. SCREWS
4 ~ 7'X . ~ I ' i 2'X4'XI6' LOI t ~ { RAN.. F ~ i I~EW 7'X7 PK~CETS 4' 2 P~ .10~ST
~p PER PLANK 2'X6'XI6' LONC' NAI~ID RAN..
6'X6' POST CONT• ROI~ID TOP EDGES
CI6' LONG BOTTOM S.S. I-EX BOLTS RAN.. CONT. (TYP.) W/WASI-IBS FOR ALL RAILS
2"X10' ~ 16' O.C. 2'Xt2"XI6' LONG AID II If
I I~EW TOP RAMP _ 2'XIO"XI6' LONG ~M II II
ELEV 1~1 ELEV. T-O' ~ ~ I-EX-BOLTS JJ~I L
~ W/WASI-SRS BOTH SIDES CANAL. BOnOM KE BULKN~AD DETAIL FI5 KEY PLAN F
;~l 2'X12'Xk5' LOI~IG ( 2'X4'XI6' LONG I-EX BOLTS W/WASI-SRS ~ 2'X6' CROSS , ~
(1J2'Xi4' PILES BRACNVG v~ = r-o•
(?a XZ' S.S. (2)2'X8" BOTTOM l~EW I-E)C BOLTS • ~Ap-ppST RAL CONT. BOA w~w,as~s r~~a ~v. l~EW F'IIV. ~ I~~i BOARDWALK Q
ELEV. 4'-0~'4 ~ ~ - - - - - - - - - ~ ~ LN~E ~ t 4,~.
DgSTN~IG
E g•. ~ ~ (2)2'X10' ~PL.ES TOP I BU.14 1-EX BOLTS W/WASi-~ Q TOP I~EW _ CHAIV~L
BU.14-IEAD E..EV. 3'-2' +h -
2~C6' DE~KNV~ E
BOTH SN~ES ~1PPRC)X ~ 27f8~06' LC)NG 8' MW. 6' DIA. ATTACH-ED
~ ~ CUT TOP OF PLES AS REQI.~ ~V. ~ ~ r-O~ wi3" S.S. S~Grz~wS 2 PB2 ,)01ST
TO REC~iVE WOOp FQAIWV(` ELEV. 2'-6~~ ~ 2'XI6')Q6' LONIG ~ 4 . S.S. STANDOFF POST 2'X6'X6' N.W.L. I _ I 6'X8'XI6' LONG a' w , ° ' BASE. S~IAPSON PLASTIC PQ?PLAIVIG ALUMM~JM GANGWAY EQ
MANTAN SPACING OF DCC:IC FRAIvMVG. ASSEMBLY ~ ~ SCO ID tt 040606903A
ABE66 OR EQUAL 8' ~vn. D~c~c~vG EQ
N.W.L. ~JL.KNEAD COLIC. FOOTNVG 8" ALUMWIJM
p ~ WETLANDS ~ S~C~~" C CHANNEL = I I I I DRAWNGS ~a ~ ~
II II ~ 2'X8' 46' LONG
C~4NAL BC7ITOM II II 2"XI6'XI6' LOI~IG
2'X8' • 16' O.C. N~ 0 NO REVISION DATE
C 11 ~ CANAL 80TTOM N.W.L. R.OATHVG ~ _ ~ 6"X8"XI6' LONG ~?J2'X8' a FRAA~1gVG SEAL
II II W~ I ' 8~ YOtl~L V~h1'V~7L. SEAL ,
D ~8~ 0 1V~ ~.Ci. N K. FqR
II II ' - I I ~ ~ I I I I I I III A ~~s J K F
II II 106
~~i i_ 'ALl~1AADOCK' I ~n i 5922
~ FLOATS r~-- -
1 1 ~'°'~'a~ i i I I 1 I I i I i I I i I i
BOARDWALK W/12AILS i i i i i i i i i i i i i i i i i i i i i ALT. B1D #5 ARCHITECTURE ~
ELEVATION (TYP. BAY) C4 BOARDWALK SECTION D9 ~.d
v2• - r-o• v~ - r-o• ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ KAYAK CAMP ~.d ~ ~ ~ ~ ~ ~ ~ ~ D15 X5,65. 1/2' - Y-O'
5165.E GRFFNVILLE BLVD. GREENVILLE, NC: 27858 PHONE [phone]
E E E NR WASHINGTON BAUM BRIDGE
BOATING ACCESS AREA
IMPROVEMENTS
B MAnrrEO. NC
DRAWIN U U U U U U U U U U U U U lY{ AWING TITLE e
II II it 11 II II II II If II II II I~ ~ BOARDWALK £ RAMP
U~~~UUU~U~UUU~~~~UUUUUUUUU ELEVATIONS & DETAILS
U U U U U U U U U U U U U U ll U ~ U~ U U U U U U U ll U U U U ~ U U
SCALE SCALE DRAWING NO
AS NOTED
nD e uIu
VI\l1F71`1
A MTW
CHECKE BOARDWALK ELEVATION CHECKED
JKF
ATE : t'_O" A15. D DATE A2,,3
i 4-2-2007
PROJECT PROJECT NO.
1 2 3 4 b 20CX-03
5 6 ~ $ 9 10 COPYR 11 12 13 14 15 ® COPYRIGHT, JKF ARCHITECTURE PC, JOHN K. FARKAS, AIA

~ i i i ~
MA IREAKWATER SLOTS, REFER TO SECTION 1/S3.3. MATERIALS KEYING LEGEND i
M
M
L
2'-p" EXTENT OF VERTICAL BREAK (TYP.) (TYP.) (NP.) I
S'-0" 8'-0"
4'-0" 4'-0" 4'-0"
~ D C B
d 0 0 0 0
0 K - - o o---- - - --a - - -o - ----o ----o---- 0 0 0 0
0 - = o=- --o - o o - - -o - =--o - - - --a - o o-- - K
A i

0 0 0 0 0 0 0 0 ~~P'~ 0 0 0 0 0 0
8'-0•,
1
~ ~ ~ ,
ti ~ 53.3
• ~ r ~ J
• . - ~ ~ ~

~ » ~ » ~ ~
~ ~
i' ~ cry s z
t ~ PLAN NOTES:
. ~ ~ . H H
1. TEST PILES SHALL BE LOCATED AT MAX SPACING GE OF 50 L.F. OF DOCK AND BULKHEAD. GENERAL NOTES
Q ~ ~ ~ ~
• ~ 4 ~
.I ~ a „ 2. FOR EXTEND OF BOAT DOCK AND RAMP, REFER
Q a 4 i TO SHEET A1.5 AND A2.4.
d . ~ ~ . o z
~ v O ' Q ~ C ~ Q U °O ~ O 3. NORMAL WATER LINE (N.W.L.) IS 4'-0"t BELOW
• ,a •Q I..~ D RneRnweiu nrrv
i
G
~ gLOP
- ~ ~ cn

2 c;l ~ PLAN KEY NOTES:
S3.4
O PIER GIRDERS, REFER TO RELEVANT SECTIONS.
F
c~ O TREATED TIMBER PILES, REFER TO SPECS. KEY KEY PLAN F
s z 0 i
I Q V O VINYL SHEEP PILING, REFER TO SPECIFICATIONS,
S3.4 ~ ~O 1..~ D SHEET 53.4. DRIVE TO 14 FOOT BELOW MUDLINE.
i DO BREAK WATER SLOTS, REFER TO RELEVANT SECTIONS.
I, H
~ ~ N EO TYPICAL PILE SPACING.
~ SLOP ~I _~i
O CONCRETE DEAD MAN. CONTRACTOR SHALL REMOVE
E ~I 2 j ~ a, & REPLACE ASPHALT PAVING AS REQUIRED TO E
INSTALL DEAD MAN.
53.4 ~
F O PROPOSED RIP RAP, REFER TO APPLICABLE
. ' : ~ m SECTION. SCO ID 040606903A
1:. O FLOATING DOCK AT ALTERNATE BID ~4, REFER TO
~j SLOP_~~. ARCH. DRAWINGS.
' D .V ~
a . ~ (NP.)
8~-0" D
NO NO REVISION DATE
SEAL
Z~ CAR
0 0 0 0 0 0 0 0 ' O
(IYP.)
= A
o 0 0 0 0 0 0 ----0---- - °
~ o-+-----~--o -~--o o a---- o 0 0 - o o o o o o o o - - - o - o 2'-p" EXTENT OF VERTICAL BREAKWATER SLOTS, REFER D C --=--o -=-o _ - -a ARCHITECTURE C ~
'•oto R6 ''•~•:,,11 „4•,••.if •a
=FER TO SECTION 1 /S3.3 s as
8~-0., 1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE 252-b5-1068
2 3
~ 4'-0" 4'-0 4'-0" E E Z NR WASHINGTON BAUM BRIDGE
S3.3 S3.3 ~ (IYP.) (IYP.) 1 BOATING ACCESS AREA
E S3.3 g~_p^ g~_p° IMPROVEMENTS
S3.3
B MANTEO, NC
w~~ DRAWING TITLE B
i
RAMP Z PIER PAIN PLAN
~~a~
RAMP 8c PIER PANS SCALE DRAWING NO
SCALE: 1/8"=1'-0" AS NOTED DRAWN
EAC
CHECKE CHECKED
A A KMR
GRAPHIC SCALES DATE SI*3 DATE
4-2-2007
0 5' 10' 15' 20' ,RO,K .11.099 1 m PROJECT NO.
1/8
06.009 rY10V6171MT IV= AV4"4WITCr-Tl1DC CW- Inl4kI it CAQrAc AIA

MATE PLAN NOTES: MATERIALS KEYING LEGEND
M
M
1. TEST PILES SHALL BE LOCATED AT MAX SPACING
OF 50 L.F. OF DOCK AND BULKHEAD.
2. FOR EXTENT OF BOARD WALKS, RAMPS & KAYAK
RAMP AND DETAILS, REFER TO ARCH. DWGS.
L 3. NORMAL WATER LINE (N.W.L.) IS 4'-0"t BELOW
BOARDWALK DECK.
BOARDWALK ON MAINLAND WEST
OF BOARDWALK TO THE ISIAND
IS ALTERNATE BID #6, REFER K
TO SPECIFICATION SECTION
~~,P ~ 01230 FOR DESCRIPTION OF (NP.)
K ALTERNATE BID ITEMS. E D
F
(NP.)
D
/ / i J
J / / / / / /
/ / i / / / i /
/ / ! I / / /
I' I I H
I I III - - - L L - - -
_ ___k_ '_F_____~_ - H - ---F- -F----~- --k----#- - - - - _ / I GE 2 % GENERAL NOTES
i 2 2
A S3.2 ~ S3.2
C A S3.4 A S3.4
(TYP.) (NP.) fP.) (TYP.) (TYP.)
G 2 K~ C B
(NP.) c
B (NP.) (NP.) S3.3
G i~ ~ 11
PLAN KEY NOTES:
S3.2 KE NEEN MAIN KEY PLAN F
AO PIER GIRDERS, REFER TO RELEVANT SECTIONS.
F BO TREATED TIMBER PILES, REFER TO SPECS.
BOARDWALK BETWEEN
LANG AND ISLAND IS BID #3, REFER TO D IS ALTERNATE
O VINYL SHEET PILING, REFER TO SPECIFICATIONS. DRIVE i0
TO 14 FOOT BELOW CANAL BOTTOM. SPECIFICATION SECTIO FOR DESCRIPTION OF ECTION 01230
V OF
O CONCRETE DEAD MAN. CONTRACTOR SHALL REMOVE ITEMS. E
& REPLACE ASPHALT PAVING AS REQUIRED TO ~Np~ ALTERNATE BID ITEMS.
INSTALL DEAD MAN. H ~Q1
E O FOR BOARD WALK, LANDING RAMP & DETAILS ~ P
REFER TO SHEET A1.4 & A2.3. (TYP.) SCO ID 040606903A
O TIE RODS CS 4'-0" O.C., REFER TO SECTION B
1 /S3.4.
D
O FOR KAYAK RAMP DETAILS REFER TO SHEET A2.3.
(ATERNATE BID #5) N J NO REVISION DATE
D SEAL $M Ito
O FOR BOARD WALK DETAILS & DIMENSIONS REFER ,,,.•~lt CARO'"'••.,,, to loss",
TO SHEET A1.4 I-ssl ~o -
FOR LANDING DETAILS & DIMENSIONS REFER TO
SHEET A1.4 • 2 • w • w • w
OK LAST TIMBER PILE. lo% ARCHITECTURE
'••.,,,,M Rao
c 1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE [phone]
NR WASHINGTON BAUM BRIDGE
BOATING ACCESS AREA
IMPROVEMENTS
MANTEO, NC
DRAWING TITLE B
a BOARD WALK PLANS
BOARD WALK PLAN s GRAPHIC SCALES
SCALE: t/8"=1'-0" SCALE AS NOTED DRAWING NO
DRAWN
EAC
CHECKED
KMR A
0 5' 1 0' 15' 20' If= i I off 1/8 1 rp I' 4-2-2007
A PROJECT NO.
06.009
11 DATE rnPvQiruT ,(r. AOrWiTr-rTl1Dr- Pr inWki r r-ADVAc sie

MATE FOR FIN. GRADES MATERIALS KEYING LEGEND
M
COL. BEYOND, REFER TO PLAN
M
2 1" CFNMFER (iYP.)
(NP)
REFER TO ARCH.
FOR FIN, GRADES I LI1
REFER TO ARCH. -I11~ I- DWG5. DVJGS.
~ aaa 3° CLR. C9 ~ 3/4" CHAMFER
(NP) - L
~~~Ila,
L #4 EPOXY COATED ~ #4 EPOXY COATED
~ 12° O.C. VERT.
12° O.G (NP.) ~ s
#4 EPOXY COATED
2-#5 EPOXY COATED
TOP CONT. (1YP.) 3/4° GH #4 ~ 12° O.G (TYP.) 3/e~ P.J.F. (TYP.) #4 EPOX a FOR SLAB 51ZE b ~ 12" 0 " CHAMFER (1YP.) ~ 12° O.G. HORZ.
K
EPOXY COATED
K EXIST. GRADE C.L. COL. A 12° O.C. VERT. ~5 ~ 12° O.C. TOP ~-III _
PILE CAP. REINF, REFER TO PLAN. b BOTTOM CONT. I~-111- o
2-#5 BOTTOM CONT. a ~ #4 EPOX ° X12°0 EPOXY COATED 6
12° O.C, HORZ.
_ I C-ITI= p =o a
-TI-1I L-
2~-0° . 4-#5 TOP 6 BOTTOM
J
3~ - 6° CONT.
3-#5 T 2~_6~~ CONT. t~5 TOP A BOTTOM
~ PILE CAP BEYOND, JT.
REFER TO PI1W r- - - ~
#5 ~ 12~~ O.C. TOP
~ ~ 8 BOTTOM CONT.
H
2 SECTION - ALTERNATE BID Z GEN GENERAL NOTES
H 53.1 SCALE: 3/4"=1'-0"
SECTION - (ALTERNATE BID #2)
G
S3.1 SCALE: 3/4"=1'-0" F(1R CTFPS :TFPS RFFFR

EXTEND VERTICAL TO SECTIO REWFORCING INTO -CTION 1 /53.1 i
PILE CAP BEYOND
2X6 DECKING, REFER FOR RETAINING WALL ~ a ~ ,
TO ARCH. DWGS. AND FOOTING REFER ~ ~a
C.L. COL 51MP50N J015T (3) 2x8 TO SECTION 2/S3.1. KEY KEY PLAN F
F BEYOND NAN6ER (TYP) TIMBER BEAM BEAM
6°
(1) 2x8 RIM
BOARD CONT. #4 - #4 DOWELS. GROUT CMU
V01 ~I -IL- -11HIL- .III VOIDS 50LID (TYP.) o ~iLlll-
_iii~i E
a.
E z a, ~ o ~ ~ a CO 51MP50N PAHD o ~ a
i ~ _a~. a
SCO ID 040606903A
CONTINUE FOOTING
PILE CAP BEYOND, REWFORCING
HOEDOWN 2_~ ANCHOR (NP) WAY -2-#5 B01TOM EACH REFER TO PLAN THROUGH PILE CAP
WAY (NP) ~ - ~ ~ - ~ ~ - ~ BEYOND.
D
N BID #2) NO, REVISION DATE
0 3 SECTION - ALTERNATE BID 1 SEAL
S3.1 SCALE: 3/4"=1'-0" ,,,11111111111/11,,
O~j%k CA~04 1111111ff zF ~i
i
• •
O r r ~ ~
10 01% 111 ARCHITECTURE
C.L. PILE CAP & % - AV. R
COLUMN BEYOND - 01011i111111•1•~`'
c &401704,91 1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE [phone]
E & NR WASHINGTON BAUM BRIDGE
BOATING ACCESS AREA
IMPROVEMENTS
4 SECTION - ALTERNATE 53.1 SCALE: 3/4"=1'-0°
MANTEO, NC
DRN r,~ApHi~ ~~ai ~~E DRAWING TITLE g
B
SECTIONS
SCALE AS NOTED DRAWING NO
DRAWN
EAC
CHECKED
**K AV A
vvr 1 1%1 v of-,%
DATI r DATE , 4-2-2007
A 0 6 a r 2 r r 4
3/411 r a PRO PROJECT NO.
06.009
~P'1 r~ l~ /-n0V0lrlWT IVC A Dr%WITCr`TI IDC De% Ir1Wki V P A DV A C ,A I A

i
MAT MATERIALS KEYING LEGEND
M
M ~
8 -gyp
NOTE:
~ FOR HAND RAIL DETAILS, FOR DEftiLS NO 2x6 TREATED WOOD DECKING LS NOT CALLED FOR FOR HAND RAIL
REfER TO ARCH. DWGS. REFER TO ARCH. ARCH. DWGS. DETAILS, REFER TO ARCH. DWGS. L
SIMPSON HAN N HANGER (NP,)
SIMPSON H2.5 HURRICANE 2x10 TREATED, TIES AT EACH JOIST TED, JOIST ~ 16" O.C. 2x6 TREATED 2x10 TREATE RAMP ELEV. VARIES W000 DECKING REATED, JOIST
2-2x8 ~ MID P 2-1/2"4 S.S. HEX MID POST ~~2°4 S W/ WAS 0 0 2"4 S.S. HEX HEAD BOLTS
WASHER EACH SIDES (NP.) NOTE:
FOR DETAILS NOT CALLED FOR
o • REFER TO ARCH. DWGS.
K BOLTS W/ WASHERS e ' ~ ' o K
6x6 POST (NP.) 2x6 - 2x6 BRACING
BOTH SIDES
O 2x6 'X' BRACING s RAMP ELEV. VARIES a
2-2x10 TREATED, 8'-10" w ~ SIM a o ° W/ ~ 6x8x18'-0" CONT. FOR DECK & RAMP, - SIMPSON ABE66 BASE REFER TO ARCH. DWGS. 2'-0" I
GIRDER ~ EACH PILE fiy.
W/ ~"0 EXP. BOLT
1/2"0 S.S. HEX HEAD FIN. GRADE SLEEVE DEAD MAN ANCHOR
AT EACH TIE ROD
BOLTS W/ WASHER 0 3-~5 T&B CONT.
~ EACH SIDES (iYP.) MIN. (iYP) 'P) ~ N.W.L. AT N 3-#5 BOTi. EACH WAY i J
• WETLANDS iYP. 6x8x18'-0" TREATED WALE N aD ~ 0
WATER LEVEL VARIES, ~ 1"4 GALV. STEEL TIE 2-#5 CONT. EACH SIDE a
ROD SECTION 0
TREATED PILE, REFER TO CIVIL DWGS.
REFER TO SPECS. cy
J¢ N.W.L. 2'-0" 2 =0° SQ 6x8x18'-0" TREATED WALE BEYOND FIRST SECTION 1"0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ r
2 4 TIE ROD ~
U BEYOND ~ ~
N H O
S.S. HEADED TIE RODS H
U Q ~ 4'-0" O.C. W/ GEN GENERAL NOTES
N CANAL BOTTOM TURN BUCKLES
w 1'-0" 1'-0" 4x4x~ GALV.
20'-0" WASHER PLATE
4L BOTTOM
(WHERE A .RE APPLICABLE) C.L. TIE BACK ANCHOR
G
i i i i G
F SECTION SECTION KEY KEY PLAN F
S3.2 SCALE: 1~2°=1'-0"
S3.2 SCALE: 1/2"=1'-0"
E
E
SCO ID # 040606903A
D
D
NO NO REVISION DATE
s~~ SEAL •••jlttt1111tff!!f
• ~I CAROB
FESS
00
40 .0 L
2 0
10
C : 1516 S.E E 10
ARCHITECTURE C ' '!~!l1/111 tt1•tt••`'
(Pat-n
1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE [phone]
i
E NR WASHINGTON BAUM BRIDGE
BOATING ACCESS AREA
IMPROVEMENTS
B MANTEO, NC
DRAWIN SCALE DRAWING TITLE B
SECTIONS
SCALE DRAWING NO
AS NOTED
DRAWN' DRAWN'
1~
GRAPHIC SCALES =HKK 0 it 2' 31 4 • 5• DATE EAC CHECKED
A
KMR S302 A DATE
4-2-2007
1/2
PROJECT PROJECT NO.
06.009 I-nPVGIrI.R IIrj: APrWIT1=r,TI IPM Pe" Ir' Wt%l K r-AprAC AAA

MAT MATERIALS KEYING LEGEND
CONDITION A 8'-0", B 6'-0"
2-2x10 TREATED, M
GIRDER NOTE: FOR DECK FRAMING
2x10 TREATED, AND DECKING DETAILS
JOIST ~ 16° O.C. NOT CALLED FOR, REFER
2x6 TREATED WOOD TO ARCH. DWGS.
DECKING
SIMPSON H2.5 2x6 TREATED 2x6 TREATED
~ HURRICANE TIES AT TREATED TIMBER PILE TREATED TIMBER PILE WOOD DECKING WOOD DECKING L
REFER TO SPECS.
EACH JOIST REFER TO SPECS. 2x10 TREATED, 2x10 TREATED,
i `O JOIST ~ 16" O.C. JOIST ~ 16" O.C.
2-2x10 TREATED,
2-~" DIA. THRU BOLTS M SIMPSON H2.5 HURRICANE 2_px10 TREATED, GIRDER
WITH OGEE WASHERS (NP) TIES AT EACH JOIST GIRDER 6" SAND FILL
e i ~ i ~ ~ SLEEVE DEAD MAN z
ANCHOR AT EACH 3-#5 T&B
N K - O ~ ° ~ 3-#5 B~~T• 1'-0" LENGTH N 3-#5 BOTT. 6x6 T FATED TIE ROD CONT. K
o~ O, ~ N ~ EACH WAY #57 STONE FILL i
~ ~ WEEP HOLES ~ EACH WAY POST
WATER LEVEL ~ WAT VARIES, REFER i,x VARI TO CIVIL DWGS. i 6x8 CONT. TREATED TO N.W.L. ~ i TIMBER N.W.L. WATER LEVEL ~ ~ FIRST SECTION 6x6 TREATED POST o TURNBUCKLE ~ ~ 0 2-~5 CONT.
VARIES, REFER i ~ ,I STAINLESS STEEL 1"m i _ o ~ ~ EACH SIDE
TO CIVIL DWGS. _ i SIMPSON ABE66 BASE TIE ROD SECTION _ N.W.L. i W/ ~"0 EXP. BOLT N.W.L. ~
- ~ _
i SIMPSON ABE66
~ BASE W/ ~"0 2'-0" SQ. TIE ROD o
TREATED SHIM BLOCKING, fig" DIA. THRU BOLTS WITH OGE BEYOND AS REQUIRED WgSHERS AT EACH PILE (NP) ~ CON ECTIONS, REFER 2 SQ. ~ OGEE i 1"0 WEEP HOLE ~ 4'-0" O.C. EXP. BOLT BEYOND i
~yP~ i TO DETAIL 4/S3.4 6" ABOVE MEAN LOW WATER
FOR ALIGNMENT z'-p" COMPLETELY WRAP REMAINDER GALV. STEEL
CANAL BOTTOM 6x8 CONT., BEYOND CANAL BOTTOM CANAL BOTTOM ~ STONE WITH ~ 71E ROD SECTION
~ i i i GEOTEXTILE FABRIC
i i
i TREATED PILE, i i i ~ ~ -gyp 4x4 ¢ GALV.
TREATED PILE, i 1Yz" VERT. SLOT AT EACH REFER TO SPECS. ~ ~ i 20'-0" WASHER PLATE
REFER TO SPECS. i NON-JOINT RIB, REFER TO i ~ H
" i PLAN FOR EXTENT GE SHEEP PILING, ~---C.L TIE BACK GENERAL NOTES
TREATED PILE BEYOND, SHEEP PILING NOTE: FOR DETAILS NOT CALLED REFER TO 53.4 FOR, REFER TO SECTION 1/53.4 REFER TO 53.4 ANCHOR (DEAD MAN)
REFER TO SPECS. i TREATED PILE,
REFER TO SPECS.
BETWEEN TIE BACK AT TIE BACK
SHEET PILING
REFER TO S3.4
G
G ~ SECTION z SECTION
53.3 SCALE: 1/2"=1'-0" 53.3 SCALE: 1/2"=1'-0"
CONDITION A 8'-0", B 6'-0°
2-2x10 TREATED,
GIRDER NOTE: FOR DECK FRAMING
F 2x10 TREATED, AND DECKING DETAILS KEY KEY PLAN F
NOT CALLED FOR, REFER
JOIST ~ 16" O.C.
2x6 TREATED WOOD TO ARCH. DWGS.
DECKING
SIMPSON H2.5
HURRICANE TIES AT
EACH JOIST
2-~" DIA. THRU E
E ~ BOLTS WITH OGEE BASE BID NOTE:
ih
WASHERS (1YP)
i. BASE BID FOR ALL PILES, EXCEPT FOU THE OBSERVATION AND EDUCATIONAL PA TIMBER WATERS: TREATMENT SHALL CON ~ C18, WATERBORNE PRESERVATIVE, SEVER FOUNDATION PILES AT
AL PAVILIONS, AND SCO ID # 040606903A
_ CONFORM TO AWPA
0~3 SEVERE MARINE BORER
O i HAZARD.
TOP OF RAMP. PUSH ~ o N
o SLAB ELEV. VARIES D
NO NO REVISION DATE
SEAL
WATER LEVEL VARIES, i #los CA~04
REFER TO CIVIL DWGS. RIPRAP ELEV. MATCH I;x; i ;x 6x8 CONT. TREATED TIMBER ~y
TOP OF RAMP - ~ N.W.L. ~ N.W.L. Oki , % 19 or
i
0 0 0 0 0 0 ~ DIA. THRU BOLTS 10 10 . .
WITH OGEE WASHERS
C o 0 0 0 0 0 ~ AT EACH PILE (NP) f,fff ARCHITECTURE
~~~lftllflf~~~~
6x8 CONT., BEYOND lo•17•t~
1516 1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE [phone]
E. NR WASHINGTON BAUM BRIDGE
TREATED SHIM BLOCKING, ~
BEYOND AS REQUIRED ~ BOATING ACCESS AREA
fOR ALIGNMENT j IMPROVEMENTS
MANTEO, NC
DRAWING TITLE B
e TREATED PILE, ~
REFER TO SPECS. TREATED PILE BEYOND, REFER TO SPECS. i
i SECTIONS
i
SCALE AS NOTED DRAWING NO
SHEET SHEET PILING, DRAWN
c` ~/~TI rl n I REFER 2EFER TO 53.4 ~n~
3 OF U I IU.IN
CHECKED
A S3.3 SCALE: 1/2"=1'-0" GRAPHIC SCALES `"E DATE KM-p
DATE
0 1' 2' 3' 4 ' 5 ' 4-2-2007
1/2"= l'-O" PROJB PROJECT NO.
06.009
f'YIDVDI!_I.IT ING A D-WITCe"TI for- ot- Ir uki V G A oV e 4Z A IA

MATERIALS KEYING LEGEND
SIMPSON ?HURRICANE
TIES @ EACH PILE8'-0" 54'-0., m
L." Lo
"^ 2x16 TREATED CAP NOTE: FOR DECKING AND FRAMING DETAILS POINT OF
FOR SHEET PILE CAP NOT CALLED FOR, REFER TO ARCH. DWGS_. FIN. PAVEMENT, @ 12"O.C. C.I.P. CONC. SLAB. CONIC. PUSH SLAB-,,--
REFER TO SECTION 7/S3.4 REFER TO CIVIL
1—#5 CONT. WATER LEVEL
TOP OF DECK ELEV., DWGS. VARIES, REFER TO
REFER TO ARCH. DWGS. 6x6 TREATED POST FIN., GRADE REFER -3—#5#7 @ 18" O.C. POINT OF CIVIL DWGS.
=e' TO ARCH. DWGS. $—of$ T&B TANGENCY
.4
51;�
A SLOPE 147c
2x8 TREATED CONT. L
SIMPSON ABE66 BASE SLEEVE DEAD MAN ANCHOR T&B CONT.
04 W�"0
CD
4L8xl8'—O" CONT, BLOCKING EXP. BOLT AT EACH TIE RODN i TURNBUCKLEC%4
U
WOb
� 2'—p" �
C:) Avi
8x18'-0" TREATED WALE 3—#5 BOTT. sz
EACH WAY0* 11-6" 2 0IfREFER TO CIVIL DWGS.;�A A i' _WATER LEVEL VARIESCD V
� � —_ — _ _— _ _ _ _ 2—#5 CONT. EACH SIDE
Kam #4 @ 12" O.C.
N.W.L.
---__—� =_— —�—_ __ --
ob
41
#4 @ 12--_ ,�" O.C. TIES
CD
j---'_ =___#7 @ 18" O.C.4 u
111 1 1- _\ .. K — i 2'-0" 2'—o" SQ.
K v 14J "i SLOPE 14%TIE ROD
PUSH SLAB NOTES.
6x8x18'-0" TREATED WALE BEYOND—
I REMAINDERL_ OND
GALV. TEELofa.. 4 1. ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60 EPDXY
10 TIE ROD SECTIONi_
4Yz"CLR
CANAL BOTTOM COATED.
7F
r
FIRST SECTION 47�� 4
. (TYP) � a o� I�
STAINLESS STEEL 1"02. 11_O" $1 —off PROVIDE 6" BED OF #5t #57, OR # 4 STONE OVER 12" OF SMALL TAPER END OF
TIE ROD SECTION 1.10 4x4 GALV. RIPRAP OR SURGE STONE. SLAB AT 1:1
20 I—011 WASHER PLATE
3. POUR PUSH SLAB ON DRY LAND IN THE SAME PLANE AS THE IN—PLACE
� i SLAB. CURE SLAB 21 DAYS PRIOR TO PUSHING IN PLACE WITH A DOZER OR
C.L. TIE BACK CAT D6 OR EQUIVALENT.
i �—
ANCHOR (DEAD MAN) 4. CUT 2" GROVES IN TOP OF SLAB AT 45 DEGREES TO PERPENDICULAR
8" SHEET PILING DIRECTION OF SLOPE, USE EDGE TOOL TO REDUCE CHIPPING & SPALLING.
'00 REFER TO SPECS.
2 SECTION H
H SECTION GENERAL NOTES
S3,4 SCALE: 1/2"-1'-0"
S3,4 SCALE: 1/2"=1'-0"
%y16"0 S.S. CARRIAGE BOLT
EACH OTHER SHEET (NP.)
TREATED TIMBER PILE BOAT RAMP SIDE
(NP.) REFER TO SPECS.
G I i I - 6x8 BACK TIMBER #4@12" O.C. DOWELS 2" DEEP x 4 #5 x 3'-0" DOWELS FLOATING DOCK
All IN -I 6x8 FRONT TIMBER CONT. KEY @ 12" O.C. T&B #5 @ 12" O.C. TOP, AT ALTERNATE
_j FIN. PAVEMENT, REFER BID #4, REFER
TOP OF PUSH SLAB
TO CIVIL DWGS. RAMP BEYOND EACH WAY, TURN TO ARCH. DWGS.
OPEN WATER SIDEDOWN% BARS @ EDGE
SHIM BLOCK (iYP.) 4. A 1A
41 4-4
a• ---
KEY PLAN F
4
C) 4 0
4
F CN 4 4 TOP OF PUSH SLAB
�� .4-
46
RAMP BEYOND
3 SECTION SHEET PILE CAP PLAN VIEW (BREAK WATER) N mm gm
#4 TIES @ 16 #5 @ 12" O.C. � � �
S3.4 SCALE: 1/2"—l'—O"
3—#5 CONT. T&8 12" O.C. EACH WAY, BOTT.
� i
1"4 STAINLESS STEEL 2x8 BACK TIMBER 19.6" 2'-0" 8 1.011 SMALL RIP RAP, PLACE
HEADED TIE RODS @ 4'-0" TO SAME PLANE AS RAMP E
E BEYOND
O.C. W/ TURNBUCKLE Sys"0 S,S. CARRIAGE BOLT ALL REINFORCING SHALL CONFORM TO ASTMA-615, GRADE 60 EPDXY COATED.
I—Olt 9.0OEACH OTHER SHEET (NP.)
2x16 TREATED all a Hit 6 SECTION SCO ID 040606903A
CAP (CONT.) 9/16 0 x 2Y2" LONG S.S.
LAG SCREWS EVERY S394 SCALE.1/2"=1'-0"
OTHER SHEETS (NP.)
D
D
#10x3" S.S. DECK CANAL SIDE 8x6 FRONT WALE LOW NO REVISION DATE
SCREWS EACH 8x6 FRONT TIMBER HIGH SEAL
VINYL SHEET PILE SPECIFICATIONS •
SIDE (NP.)j%k CA�ot
(NP.) REFER TO SPECS.IN3/Ff
'&
'..
14-P
TREATED TIMBER PILE
SECTION MODULUS (Z) 33
SHEET PILE CAP PLAN VIEW(CANAL SHEET PILING WITH PILES)�:.=:_� K F
THICKNESS (t) INCHES 0.425
4IMPACT STENGTH IN—LB/W2 15,000 •.,,<��f,NQ�NE��'P�"'
c
• ARCHITECTURE
0.1..* ol/
S3.4 SCALE: 1/2•0#0 Af. R664�..'
c MOMENT OF INERTIA IN4/Ff 165
•I 0 7
1"0 STAINLESS STEEL HEADED TIE RODS @ ALLOWABLE BENDING STRESS = 3200 PSI 1516 S.E. GREENVILLE BLVD. GREENVILLE, NC 27858 PHONE [phone] W
4'-0" O.C. W/ TURNBUCKLE E & NR WASHINGTON BAUM BRIDGENOTE: VINYL SHEET PILING SHALL EXTEND 14 FEET
i BOATING ACCESS AREA
I-01 it—Off 0/
1
2x8 BACK WALE 51 6 to0 S.S. CARRIAGE BOLT EACH (MIN) BELOW CANAL BOTTOM. IMPROVEMENTSLeLo
OTHER SHEET (NP.) MANTEO.. NC
0.425"
DRAWING TITLE B
B
2x16 TREATED
CAP (CONT.) FOR SHEET PILING, SECTIONS
REFER TO SPECS.
CD
SCALE DRAWING NO
8x6 FRONT WALE LOWAS0 x 9Yn" LONG S.S. NOTED
#100" S.S. DECK SCREWS CANAL SIDE 8x6 BLOCKING HIGH ..... 9/16 ~,& DRAWN
EACH SIDE (NP.) LAG SCREWS EVERY 18pEAC
OTHER SHEETS (NP.) CHECKED
GRAPHIC SCALES
KMR
A 5 SECTION
SHEET PILE CAP PLAN VIEW (CANAL SHEET PILING WITHOUT PILING) 7 VINYL SHEET PILE PROFILE 0 ll 21 31 4 5 DATE 4-2-2007 5�•� A
�/2„—� 0PROJECT NO.*4 NOT TO SCALES3*4 SCALE: 1/2"V-011 S306,009
e-^OvO1r%_wT IVC A De"'WIM'TI IOC PC% IrUjkl V C A Or A t 1 A