24-08 MM EX 2010 East Carolina University Oversized Plans

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EXISTING
GRADE (±1')
SECTION A -A
(WITHOUT BULKHEAD)
NTS
TIMBER:
1. ALL TIMBER TO BE NO. 2 SYP GRADE OR BETTER.
2. STAGGER JOINTS OF FRONT AND REAR WALES.
3. ALL TIMBER TO MEET OR EXCEED AWPA STANDARDS (C-2, C-3 AND C-18) FOR PRESERVATIVE TREATMENT
AS APPLICABLE.
4. FOR TIMBER FACE AND ANCHOR PILES, REFER TO ASTM D-25 FOR TIP DIAMETER AND STRAIGHTNESS.
5. PLASTIC WRAPPED TIMBERS MAY BE SUBSTITUTED FOR ALL TIMBERS, I.E. DEADMEN PILES, REAR WALES &
DRAG PLANKS.
STEEL:
1. ALL STEEL FASTENERS AND TIE —RODS SHALL BE HOT DIP GALVANIZED PER ASTM A-153 WITH 20 OUNCES
OF ZINC PER SQUARE FOOT.
2. EXPOSED REGIONS OF ROD (SECTION BETWEEN WALE AND SHEET PILE) TO BE FIELD TREATED WITH
BITUMASTIC COATING.
3. WASHERS (OGEE, FENDER OR NEW YORK DOCK) SHALL HAVE A MINIMUM OUTER DIAMETER OF FOUR TIMES
THE ROD/BOLT DIAMETER. BEVELED WASHERS SHALL BE USED FOR TIE —RODS INSTALLED AT AN INCLINE.
INSTALLATION:
SHEET PILE:
1. SHEET PILES SHALL BE VIBRATED OR DRIVEN. NO JETTING OF SHEET PILES WILL BE ALLOWED WITHOUT
WRITTEN APPROVAL FROM THE ENGINEER.
2. SHEET PILE SHALL PENETRATE TO DEPTH SHOWN IN THE PLANS.
3. AFTER DRIVING SHEET PILE AND ATTACHING WALE, SAW PILING OFF AT A TRUE PLANE INDICATED ON THE
PLANS. FINAL ELEVATIONS ARE TO BE WITHIN ONE (1) INCH OF ESTABLISHED ELEVATION.
4. RETURN WALLS TO BE PROVIDED AT THE ENDS OF ALL BULKHEADS TO PROVIDE FLANKING PROTECTION.
WALE:
1. FRONT AND REAR WALES ARE TO BE INSTALLED AT THE ELVATIONS SHOWN IN THE ATTACHED PLANS.
2. SPLICES OF FRONT AND REAR WALE SHALL BE A SHIP —LAP WITH MECHANICAL CONNECTORS. A DETAIL OF
THE PROPOSED SPLICES SHALL BE PRESENTED TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
SPLICES ARE TO BE STAGGERED.
3. TIE —RODS ARE TO PENETRATE SHEETS WHERE OUTER FLANGE OF SHEET PILE MEETS FRONT WALE WHEN
POSSIBLE.
DEADMEN:
1. ALL DEADMEN ARE TO BE CONSTRUCTED AND POSITIONED ACCORDING TO THE ATTACHED PLANS.
2. IF USING THREADED TIE —ROD, NO LESS THAN THREE (3) FULL THREADS SHALL EXTEND BEYOND THE
OUTSIDE FACE OF THE NUTS.
BAC K FI LL:
1. BACKFILL MATERIAL IS TO BE A FREE —DRAINING SAND OR GRAVEL (SP, SW, GP OR GW) PER ASTM D-2487
AND COMPACTED A MINIMUM OF 95% PER ASTM D-698.
2. NO EQUPIMENT LOAD SHALL BE PLACED IN THE ACTIVE ZONE BETWEEN THE SHEET PILE AND THE DEADMEN
WITHOUT ADEQUATE SUPPORT.
3. ASSEMBLY AND CONNECTION OF WALE, TIE —ROD AND DEADMAN SYSTEM SHALL BE COMPLETED PRIOR TO
BACKFILLING.
PROPOSED GRADE
(SEE GRADING PLANS)
VINYL SHEET PILES
2x6 DECK
1008 (SEE SPECIFICATI' I IS
BOARDS
FOR MATERIAL PROPERT11 S)
1 "0 TIMOBCER BOLTS
6x8 TIMBER SIDE
ENGAGING PILE (TYP 2)
z_
TOP 5.0'
1 "0 HDG TLE ROD,
_
20' LONG @ 5' O.C.
EXISTING GRADE
NORMAL WATER LEVEL t0.0'
2x8 TIMBER (TYP)
10"0 DRAG PILE
FREE DRAINING
GRANULAR FILL
EXCAVATED
OGEE WASHER WITH
CANAL
NUT, COUNTERSUNK
(TYP)
10"d TIMBER DEADMAN
CANAL BOTTOM ELEV. _ —5.0'
15' LONG ® 5' O.C.
2x6 DECK
10"4 TIMBER FACE PILES
BOARDS
(NAVY STYLE) 25' LONG ® 5' O.C.
20' VINYL SHEET PILINGS
/4 I / SM.G OVLi'V LEAD LX— / � 1
NTS
DORMATORY WALKWAY
ELEV. = 10.35'
OGEE WASHER WITH 10"0 TIMBER DEADMAN
w ..7 V.V.
OAT HDG RODS WITH
OAL TAR EPDXY (4')
IO LTS
� I I I . � J. F WALER)
EXISTING
GRADE (f1')
C"Vr" TIUDCD
SECTION B-B
NTS
ER
EXISTING WETLANDS
IER BOLTS
(TYP.)
EET PILES
:E SPECIFICATIONS
ERIAL PROPERTIES)
61X6" TIMBER
WALEFJS (TYP. 4)
20'
20.00' ---�— 8.00'
FINAL L`_)RAWI1`m'("'_j
NOT FO[---
00NSTRU00"T1k0'-"`__)N
�j6"Ox3" SS
LAG SCREWS (TYP)
6'X6" TIMBER
�4"O TIMBER BOLTS
�a 3' nc lNP1
kly j U.U.
)CK
3/4"0 TIMBER BOLTS
W/ OGEE WASHER & NUT (TYP.)
® 3' O.C.
'LOW PROf7L.E' iG'AlY%lLEVEREJ BULKHEAD DETAIL
NTS
-EVEL t0.0'
—5.0'
EAST CAROLINA UNIVERSITY
U NC COASTAL
STUDIES INSTITUTE
SKYCO SITE - MANTEO, NORTH CAROLIN)
OWNER PROJECT IDENTIFICATION
SCO I D# 040632502A
CODE 40436
ITEM 307
ARCHITECT
Pearce Brinkley Cease + Lee
333 Fayetteville St. Suite 1000
Raleigh, North Carolina 27601
p.[phone] f.[phone]
SEALS
� I d
xt
NOT FOR CONSTRUCTION
CONSULTANT
,oHy"j,
I b e m a r e
& ASSOCIATES, LTD.
Engineering - Surveying - Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.Albemar]eAssociates.com
SUBMITTAL
PERMIT DRAWINGS
20 MAY 2010
KEY PLAN
SHEET
EARLY SITE PACAKAG E
DETAILS
PROJECT NUMBER
PBC+L 1398
1'

■
VK:INITY MAP
NTS
NOTES
1. OWNER'S ADDRESS:
STATE OF NORTH CAROLINA
1321 MAIL SERVICE CENTER
RALEIGH, NC 27699-1321
2. PROPERTY IS A 175.77 ACRE TRACT LOCATED ON NC 345 IN
WANCHESE, NORTH CAROLINA, BEING PART OF P.C. E, SL. 4 AND P.C.
E, SL. 100, RECORDED IN D.B. 1802, PG. 363, OWNED BY THE STATE
OF NORTH CAROLINA.
DARE COUNTY PIN NO'S: 9788 08 99 7585, 9789 20 90 1510, AND
9789 20 90 2965
3. SURVEY REFERENCES:
P.C. E, SL. 100 D.B. 1802, PG. 363 D.B. 1565, PG. 402
P.C. B, SL. 288 D.B. 1802, PG. 364 D.B. 1684, PG. 105
P.C. G, SL. 126 D.B. 1665, PG. 104 D.B. 1654, PG. 427
P.C. E, SL. 4 D.B. 1175, PG. 186 D.B. 349, PG. 1006
P.C. F, SL. 14 D.B. 1514, PG. 138 D.B. 923, PG. 405
D.B. 232, PG. 438
3. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE-8% AS SHOWN ON FIRM
MAP NO.'S 3720978800J, 3720978900J, 3720979900J, AND
3720979800J, EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO
CHANGE BY F.E.M.A.)
4. PROPERTY IS ZONED: R1, LOW DENSITY RESIDENTIAL.
5. PROJECT DATUM: HORIZONTAL: NC GRID NAD 83, VERTICAL: NAVD 88
6. BOUNDARY SHOWN HEREON BASED UPON A RECORDED PLAT ENTITLED
"SURVEY OF THE HASSELL TRACT FOR SKYCO DEVELOPMENT COMPANY,
LLC" JOB NO. WAN-607-98 BY W.M. MEEKINS, JR. & ASSOCIATES, INC.
SURVEYED SEPTEMBER 21 & 22, 1998. SEE REFERENCED PLAT FOR
SURVEY REFERENCES.
7. BOUNDARY AND WETLAND INFORMATION PROVIDED BY W. M. MEEKINS
JR. & ASSOCIATES INC. VIA PLATS ENTITLED "SURVEY OF THE HASSELL
TRACT FOR SKYCO DEVELOPMENT COMPANY, LLC" DATED OCTOBER 20,
1998, RECORDED IN P.C. E, SL. 100 AND "WETLANDS DELINEATION PLAT
OF THE HASSELL TRACT FOR SKYCO DEVELOPMENT COMPANY, LLC"
DATED MAY 14, 2008 AND SIGNED BY T. A. STEFFENS, REGULATORY
SPECIALIST, SAW-2009-01247 ON JULY 1, 2009. OTHER SURVEY
INFORMATION OBTAINED BY ALBEMARLE & ASSOCIATES, LTD.
8. CONTOURS BASED ON DATA ACQUIRED VIA FIELD SURVEYS FROM JUNE
24TH - JULY 3, 2009 BY ALBEMARLE & ASSOCIATES, LTD. CANAL C
AND SHORELINE TAKEN FROM ORTHO PHOTOS.
9. DEVELOPMENT, WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100
YEAR FLOODPLAIN AT ELEVATION 8.2, IS DESIGNED IN ACCORDANCE WITH
THE REQUIREMENTS OF EXECUTIVE ORDER NO. 123 - UNIFORM
FLOODPLAIN MANAGEMENT POLICY.
10. THE OWNER INTENDS TO CONSTRUCT A CAMPUS FOR THE COASTAL
STUDIES INSTITUTE. THE CAMPUS WILL CONSIST OF A RESEARCH
BUILDING (56,800 SF), MARINE SERVICES BUILDING (9,700 SF), BOAT
STORAGE BUIDLING (3,500 SF) AND TWO RESIDENTIAL DORM/BUNKHOUSE
BUILDINGS (6,591 SF EACH). UNIVERSITY CAMPUSES ARE A CONDITIONAL
USE WITHIN THE R-1 ZONE.
11. THE PROJECT CONSISTS OF TWO PARCELS OF THE FOLLOWING SIZES:
TOTAL AREA UPLAND AREA WETLAND AREA
PARCEL A f 171.1 1 ACRES ±24.82 ACRES f 146.29 ACRES
PARCEL B f 35.60 ACRES f 8.84 ACRES f 26.76 ACRES
TOTAL ±206.71 ACRES ±33.66 ACRES ±173.05 ACRES
12. THE BUILDINGS WILL BE SPRINKLER PROTECTED AND CONSTRUCTION IS
AS FOLLOWS"
RESEARCH BUILDING - TYPE I-B, NFPA 13
MARINE SERVICE BUILDING - TYPE II-B, NFF
BOAT STORAGE BUILDING - TYPE V-B, NFPA
RESIDENTIAL BUILDINGS - TYPE V-B, NFPA
13. THE SITE WILL INCLUDE THREE DUMPSTERS 1
DARE COUNTY.
14. WATER WILL BE PROVIDED BY DARE COUNTY.
15. SEWAGE WILL BE TREATED AND DISPOSED OF
J N52'48'43 E ARTYIUR DEEIM I
673.79• ELIZA�ETH DEMARES \ '
D.15. 232, PC7. 438 \ J
- - - - - - - S82'15'54"E R=2 •87",-1_--40,7 J
21.92' _— — - - - - - - - - -
� BRG=S '33"E-
CH=40.69'-
/ ­R-�%%4.87", L=95.25` \ � - - - _ SKYCO ROAD - - - - - - - y BRG=N79'19'08'E SR 1134 ((W RN _
- CM=94.77' / N42-53:29"F-268.18'
R=274.87'L-44616_.J - - - -
// S1."E ' .�
BRG=j�f64'34'R=274.87', L,98'� ' _ N/F
CH=46.11' BRG=N51'19'47"E ' DEREK 6UTHRIE
CH=80.69' PARCEL IPL. 15, SIL 2155
W15 05E, P0. 140
9789 20 50 5941 I 1 1 1
Ns UBDMSIOI�V /
A5�Ace) N N/F
'6UTHRIE PROPERTIES, LLC N/F-
- P.C. 15, SL 258 iER ain- R —
IAPPROXIMATE WETLAND LIMITS \ D.5. III PC7. 105
\ - - - - - - - - - - (PARCEL�'B' NOT CONFIRMED)- - - - — ' 9759 20 80 5792
20 80 7 0G N P
/ 4
—N/- JOINNPA M. R�INS
C7UTHRIE PROPERTIES, LLC, P.C. F, SL 14
PL. 15, SL 255 N7`F- 12�5. 1514, PC7. 138
/ PIP. 1654, P6. 105 SKYC.O AIRPORT, LLL 9789 20 91 IN
SO 409 PARCEL 2
S49'24'20"IN 384.90' PL. F, SL 14 -- — N/F D.�.. 1514, P6. 138J
STATE OF NORTH CAROLINA N 05'53"E 913.08' / R ,
D.$. 1802, PO. 364 10' STANDARD SIDE YARD SETBACK r BRCC�S46'26' 6
_ 45 '
(STRUCTURE HEIGHT s35�Y _ — �. CH=64.56'
989 720 80 IZ+o9 — — � — , L —
PARcaL 3' PORTION OF PERMITTED _
�' R 50 09 64 7
(±15w ACRES - TOfAL) CANAL ALREADY (MAXIMUM STRUCTURE HEIGHT =70') STATE OF NORTH CA ,0_INA
SIDE YARD SETBACK BR=S50'52'52"E
_ _ �--_ EXCAVATED } ' P.C. E, SL 4 CH 64 68'
/ A 1
- PORTION OF CANAL {F� / / D$. 1802, P6. ,3,63
EXISTING CANAL , TO BE EXCAVATED BOAT RAMP AND � TRACT Z 5 " OF W�1_S RG=S5 9', '43"E 1'
OCKING FACILITY ' 9789 '10 90 29p5.22 P HG8566'43'43"E
\ 1T45'04 ., eM 4 --C - - - - - \ N6 '24'48"W
N4 7 1 406 98 �. S9
�.e \ 97 20 91 5189
6.
Ntr-
�7
- ACRES _
%- ,•'.,,';;%;`' / .1 `fl PART: QF W6LLSITZ 5 .85
TATE OF CAROL-INA
VI SITE #9 PL.E, SL 100 \
,� d• � /_ /' ,/ �/ "=.;tc ':•,::v;;-,?}i:;,- �s;_S: / �- c� Db-15/p5,_P6. 40Z
•�� 45 � o 0P •vim '•?.'=:e;4^,y;,;kr•.. ;,Y:::•; ' L. 100
34 3S'
/
6. 71L -_ �J - �o,�o %e4`' ,\,% 97 90 1510-
N55 3p 46 O� �o - / / /"'/^h / > / / / N/�
___1 E �� _ �_ -_, - _ - _ - - _ - - / / / / _ - _ STATE OF NQRT H LARCUNA _ �\
8 6' P.C. E, SL 100
„` i` - / `� / - - - P�• I�OZ, PFJ. 3(3 _ /YPR° E1GNS
// ILDINGCR� / TRACT I sic
.; U
•f: •: � � BOAT ST / � �R3 H
..
/ /` 9788 08 99 7585 o ro
UM
RESIDENTIAL / / / / ;`/ MARINd SE ICES \ GF \fir'
BUILDING
S ILDING
-(:I:l7III ACRES -TOTAL)
CROA TAN SOLM-
CANAL
EXCAVATION - _ . - -
oo,
0.
PORTION OF PERMITTED �-(� ��G � ,. .; •. • %% � ., / / ` \ \
CANAL ALREADY
0 - LIMIT
`EXCAVATE[` ` / / /i ':.•// / / (PARCEL A CONFIRMED)ff
PG�� r
tOWTIAV. AREA / I °*O��epGj
.. .. .. _ _ _ ,. _ _ _ �� EXt5TIN6 GANPL- / < , � � �� / / � _ _ _ .. - _ _ - _ _ .. .. _ _ _ "` _ _ _ •` _ _ _ _ _ _ _ •` �
•
I � �•; .. . ..•' BOARDWAL-K TO -UPLAND
low..�. �/� , HAMMOCK AREA - rn
PREVIOUSLY PERMITTED - - - - - j-- I _ _ _ _ _
LOW PROFILE (CANTILEVERED) ��• ,rt ���//��
BUf_KHEAD -CURRENTLY - - _ l - J I / -
NOT INSTALLEDRESEARCH
'
r
BUILDING
1r,
y✓' _ - _ _ _ - - - - -
. _ _ - _ _ _ _ - _ \ \ ✓ / /. -KAYAK
LAUNCH,. _ - - - - - - - - _ _ 21.77'05 �
23 E
- . w
Y / 00 d
O 00
a ud of
(r to
Jo, INw
_ _ /� _ _ _ - - _ . _ _ - _ _ _ _ _ _ _ - _ UPLAND _ _ _ - _ _ - _ _ L4A _ADR'VI
`�' HAMMOCK -: , _ _ _ _ _ _ _ _ _ I fn
3 / AREA \ I o
WLANP AREA
- - - - - - - /*, I/ - A - - - - - - - - NOT FOF" Lj
CON"TRUCT."
} / rn z"
1
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N
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S/0' 15'06'
26-5 1C /
tX
NO
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/Q Si
-• - / - � - / S1`L f j
- -,/
0rg
kY /
5/
- WAPHIC SCALE
/14 1�1 / 120 0 60 120 240 480
�cp/, /
(IN FEET)
/ 1 INCH = 120 FT.
/
EAST CAROLINA UNIVERSITY
UNC COASTAL
STUDIES INSTITUTE
SKYCO SITE - MANTEO, NORTH CAROLINi
OWNER PROJECT IDENTIFICATION
SCO I D# 040632502A
CODE 40436
ITEM 307
ARCHITECT
Pearce Brinkley Cease + Lee
333 Fayetteville St. Suite 1000
Raleigh, North Carolina 27601
p.[phone] f.[phone]
SEALS
�s■we�y
ft � gig i r. ®� •�.
` 4 4
f �
w
NOT FOR CONSTRUCTION
CONSULTANT
lbemarle
& ASSOCIATES, LTD.
Engineering - Surveying - Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.AlbemarleAssociates.com
SUBMITTAL
PERMIT DRAWING
20 MAY 2010
KEY PLAN
SHEET
OVERALL SITE PLAN AND
KEY
PROJECT NUMBER
PBC+L 1398
1215. IG54, P0. 427
/ 9798 00 05 5452

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EAST CAROLINA UNIVERSITY
U N C COASTAL
STUDIES INSTITUTE
SKYCO SITE - MANTEO, NORTH CAROLINj
OWNER PROJECT IDENTIFICATION
SCO ID# 040632502A
CODE 40436
ITEM 307
ARCHITECT
APP. BC+Lu ft 9
Pearce Brinkley Cease + Lee
333 Fayetteville St. Suite 1000
Raleigh, North Carolina 27601
p.[phone] f.[phone]
NOT FOR CONSTRUCTION
CONSULTANT
lbemarle
& ASSOCIATES, LTD.
Engineering - Surveying - Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.AlbemarleAssociates.com
SUBMITTAL
PERMIT DRAWING
20 MAY 2010
KEY PLAN
SHEET
CAMA PLAN
PROJECT NUMBER
PBC+L 1398

18" NCDOT CLASS I
RIP RAP BELOW
WOOD WALKWAYS (NOT SHOWN)
WOOD WALKWAY
(SEE MARINE SERVICE
DETAIL FOR EXTENTS)
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422 SF
PLATFORM
(ELEV. = 3.0')
BOAT RAMP SECTION A A
NTS
STAIRS
TOP OF BULKH
wnnn
2' NCDOT CLASS I
RIP RAP (35' EACH SIDE)
(18" THICK)
°
d ° e
°
KNEAD = 5.0'
°. , ° °. -'d
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a° °
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d
MAME SERVICE AREA
SCALE: 1 " = 20'
/-1
NAVY STYLE PLAN VIEW 18" NCDOT CLASS I
BULKHEAD RIP RAP BELOW
WOOD WALKWAYS (NOT SHOWN)
32.0' CONCRETE BOAT RAMP
BOAT RAMP SEC770N B B
NTS
, 6.0'
66.0, — 16.0'
• A -
Y
75.0' CONCRETE APPROACH
ELEV. = 5.00'
SEE SHEET C1.3
FOR BULKHEAD
DETAILS
NWL = 0.0'
EXCAVATED
CANAL
CANAL BOTTOM
ELEV. _ —5.0'
35.0' ® 6%
mnirro nii'DC o n'
FINISH
90''
Q
BROOM
FINISH
EXPANSION JOINT 6"X6" WWF
BOAT R4MP SURFACE DETAIL
NTS
SLOPE GROOVES 60'
AWAY FROM BULKHEAD
4,000 JIB CRANE
ABOVE GROUND FUELING STATION
WITH CONTAINMENT
SANITARY PUMP —OUT
FACILITY AND DISCHARGE
FORCEMAIN
20.5'
GRASSED
SURFACE
6.0'
SEE SHEET C1.3
�— FOR BULKHEAD
DETAILS
BIORETENTION AREA
TOP ELEV. = 5.50'
BOTTOM ELEV. 4.50'
2" DISCHARGE TO
SANITARY MANHOLE #3
127.3'
3000 PSI CONCRETE
l
1
CANOPY
OVERHANG
FACE OF COVERED SERVICE _
AND STORAGE AREA
CONCRETE
— ACCESS
GRASSED
SURFACE
g.1 MAX 12"
TYPICAL MARINE SERVICE AREA CROSS SEC TPV C-C
NT,
9.2'
FACE OF MARINE
SERVICE BUILDING
(SEE ARCH DWGS)
FFE = 10.5'
EAST CAROLINA UNIVERSITY
UNC COASTAL
STUDIES
U IE S INS
TITUTE
SKYCO SITE - MANTEO, NORTH CAROLIN
OWNER PROJECT IDENTIFICATION
SCO ID# 040632502A
CODE 40436
ITEM 307
ARCHITECT
Pearce Brinkley Cease + Lee
333 Fayetteville St. Suite 1000
Raleigh, North Carolina 27601
p.[phone] f.[phone]
SEALS
PERMIT DIVING ONLY
NOT FOR CONSTRUCTION
CONSULTANT
3.
m nlbemarle
& ASSOCIATES, LTD.
Engineering - Surveying - Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.AlbemarleAssociates.com
SUBMITTAL
PERMIT DRAWING
20 MAY 2010
KEY PLAN
SHEET
MARINE SERVICE AREA
DETAILS
PROJECT NUMBER
PBC+L 1398
0

1116" = 1 `_0"
2, NORTH OVERVIEW ELEVATION
3 SOUTH OVERVIEW ELEVATION
•.
_4 WEST OVERVIEW ELEVATION
1 / 16" = 1 i-0" {
,TAIR ROo_ _ F h
LEVEL 4
— 46'-0ii
LEVEL `1
30'-8`° �
_LEVEL 2
_LEVEL 1 �
Off
STAIR Rooms
57i-0i'
- LEVEL_4�
46-0"
_ LEVEL 3
301-8"
LEVEL
LEVEL_ _ 1_�-,
Oil
_d
STAIR ROOF
---- _LEVELV
46'-0"
LEVEL 3
�LEVE L 2
15'-4{, �
LEVEL_ I_,_
oil
BUILDING ELEVATION LEGEND
=XXX% CURTAIN WALL MARKER
GENERAL NOTES j
1. GENERAL CONTRACTOR TO INSTALL WIRE HANGERS a@ ALL CORNERS OF LIGHT FIXTURES, REGISTERS & GRILLES.
2, REFER TO INTERIOR & EXTERIOR WALL SECTIONS FOR ADDITIONAL CEILING DETAILS NOT NOTED IN THIS SHEET,
3. MECHANICAL & ELECTRICAL SHOWN ON THIS DRAWING FOR COORDINATION ONLY. REFER TO PME DRAWINGS FOR ADDITIONAL ITEMS NOT SHOWN ON
THIS DRAWING.
4. ALL RECESSED LIGHTING SHALL BE CENTERED WITHIN SOFFIT DIMENSIONS UNLESS NOTED OTHERWISE.
5. WHERE ACT IS LOCATED, ALL FIXTURES TO INCLUDE BUT NOT LIMITED TO MOTION DETECTORS, RECESSED LIGHTS, FIRE ALARM DEVICES, SPRINKLER
HEADS. ARE TO BE LOCATED IN THE CENTER OF THE TILE.
6. WHERE GWB SOFFITS SPAN LONGER THAN 30'-' CONTROL JOINTS SHOULD BE LOCATED IN GWB SOFFIT EVERY 304'. ALIGN WITH CONTROL JOINTS IN
GWB WALLS WHERE PRESENT.
7. FOR ALL PROJECTOR MOUNTS - PROVIDE AND INSTALL 210'-0' LENGTHS OF METAL CHANNEL SUPPORTS 2'-00 O.C. APART CENTERED ON PROJECTOR
MOUNT POINT. INCLUDE 4 2'-0' THREADED RODS, 24 HEX NUTS, 24 FENDER WASHERS AND 12 SPACING NUTS.
& EXIT LIGHTS ARE TO BE REVIEWED WITH ARCHITECT AT ROUGH -IN STAGE,
EAST CAROLINA UNIVERSITY
I
UN COASTAL STUDIES
INSTITUTE
i
SKYOO SITE - MANTEO, NORTH CAROLINA
OWNER PROJECT IDENTIFICATION
SOO ILA# 040632502A
CODE 40436
ITEM 307
FR1 U a E
Pearce Brinkley Cease + Lee
333 Fayetteville St. Suite 1000
Raleigh, North Carolina 27501
p.t919)836.9751 f.[phone]
z„
CLY>44ER C��7
CERT. NO.
50187
N CONSTRUCTION
GTi / "_� 1`8QTGli �11. -
PERMIT SUBMITTAL
MAY 20, 2010
KEY, LAN
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OVERVIEW BUILDING
ELEVATIONS
A�9w 0 1

CEMENT FIBERBOARD
RAIN SCREEN
CONCRETE SLAB ON
GRADE
CEMENT FIBER BOARD
RAIN SCREEN
CONCRETE SLAB ON
GRADE
CLEAR CEDAR TONGL
AND GR=
RAINSCREEN SIDIN
CEMENT FIBER BOAR
RAIN SCREE
CONCRETE SLAB C
GRAC
TOP OF GARAG
261-
268"
GRAVEL STOP
MV 17€-4"
riq T.O. STEEL LOIA
1V 16'-714
FI
RST IRS` FLOOR
0"
6
27' - 411
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—% 1 7
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CLEAR CEDAR TONGUE AND
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---__._______
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SIDING
4 MARINE SERVICE BUILDING - WEST
A
26' - 0" 26' - 0"
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- CONCRETE
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— CONCRETE
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if
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W1 OPERABLE PANELS
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6 MARINE SERVICE ELDG - SOUTH ENT.`
1 /8" = 1'-014
f�1�1.�11�11111l.11 �. i.W1111�WY�1�1.
TOP OF GARAGE
26'-8"
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GROOVE RAINSCREEN SIDING
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ALUM. CURTAINWALL RAINSCREEN PANELS
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CLEAR CEDAR WOOD LATTICE
TO MATCH WOOD RAINSCREEN
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71 MARINE SERVICE ELDG - ST
11-0111
iz
DR TOP OF GARAGE_
__-- -- GRAVEL STO
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16'.,7"
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_ FIRST FL00R_,
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---_ _ -- TOP OF GARAGE
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T.O. STEEL LOW ROOF
161-7"
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— O,1
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261-81€
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171-41€
T.O. STEEL LOW ROOF nh
16'-71' \'w
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EAST CAROLINA UNIVERSITY
COASTAL STUDIES
INSTITUTE
SKYC0 SITE. - MANTEO, NORTH CAROLINA
OWNER PROaJECT ILlENTIFICATION
SCO ID# 040632502A
CODE 40436
ITEM 307
Ap ICTI+CLTII R a
Pearce Brinkley Cease + Lee
333 Fayetteville St. Suite 1000
Raleigh, North Carolina 27601
p. [phone] f, [phone]
ER
Oa ! CERT. N0. d�
501E�7 '1
4R4CNSTR
UCTIONq f {,� ��
PERMIT SUBMITTAL
20 MAY 2010
08.21.2009 SCHEMATIC DESIGN
02.10.2010 100% DESIGN DEVELOPMENT
04.15.2010 50% CONSTRUCTION DOGS
05,12.2010 75% CONSTRUCTION DOCS
Kn; PLV 4
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BUILDING ELEVATIONS — MARINE
SERVICE BUILDING
PBC+L 1393 VOLUME 2
MARINE SERVICE BUILDING

LEVEL 4
LEVEL 3
7{
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EXHAUST FAN VENT.
COORDINATE LOCATION WTH
ARCHITECT.
LEVEL 2
121 — Oft 1.
LEVEL 4
36 RO„
LEVEL 3
LEVEL '2}
LEVEL 1
4 SOUTH
f ; V V V%-.7 1
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LEVEL 2
LEVEL 1
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East Carolina University
UDC Coastal Studies
Institute
r
aKYCO SITE - MANT 4 NORTH CAROLINA
f Owner Project Identification
f
BCC ID# 04-06325.02A
CODE 40436
ITEM 307
kPa B, CTe+cLr U
Pearce Brinkley Cease + LeE
333 Fayetteville St, Suite 100C
Raleigh, North Carolina 27601
P. (919) 838. 9751 t, (919)838.175
CAHOON & KkSTEN, ARCHITECTS .
,$ JSRQ (f tLAWN(, XHI(ti{{rY` ttt'f i(ts SI)hlllhins I{sy
E 18A West Woodhill Drive
Nags Head. Not1h Carolina 27959
Him: [phone]
Fa.e: f2521-8724
Email: affice(ftburclaitetts.com
'I 51211 �
NOT FOR CONSTRUCTIOt
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PERMIT SUBMITTAL
May 20, 2010
KEY PLAIN

CK 2 K3
K4
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21 KAYAK LAUNCH SECTION 1
4
1 /w VV-0"
K1 K2
T - 0"
YAK LAUNCH SECTION 2
K3
T-0"
K4
T-0"
112 SLOPE FETAL ROOF OVER WOOD DECKING
2X10 WOOD JOISTS d SEE STRUCTURAL
WOOD GIRDERS - SEE STRUCTURAL
2X4 WOOD SCREEN WALL
1X4 CEDAR SCREEN - 50% COVERING
WOOD SHELF, TYP,
WOOD DECK OVER WOOD JOISTS - SEE STRUCTURES
KAYAK
WOOD PILE, TYP. - SEE STRUCTURES
KA KI3 KC KID KE
i
36 - 0" j
6'-0" 6'-06'-0"
6'-0"
_a„__5 KAYAK LAUNCH SECTION 4011
ZOOF OVER WOOD DECKING
SEE STRUCTURAL
E STRUCTURAL
UPPORT STRUCTURE
v1P
J
OOD JOISTS - SEE STRUCTURES
E STRUCTURES
rK F
KG
6'-0" ''
KAYAK
N 1 KAYAK LAUNCH PLAN
1 /4"
_3 KAYAK LAUNCH SECTION 3
= V-T
WETLANDS
CANAL
WOOD BENCH
WOOD SHELF
1X4 WOOD SCREEN
STORAGE ENCLOSURE
NOOD KAYAK SUPPORT
VOOD FLOATING RAMP
)OD JOISTS
3IRDERS
CAMP ON HINGE AND
IG SUPPORT AT WATER
'OLUMN, TYP.
TENCH, TYP.
oECKING OVER WOOD
�11
j EAST CAROLINA UNIVERSITY
UNC COASTAL STUD!
INSTITUTE
SKYCO SITE - MANTEO, NORTH CAROLINA
OWNER PROJECT IDENTIFICATION
SCO ID# 040632502A
CODE 40436
ITEM 307
Pearce Brinkley Cease + b
333 Fayetteville St, Suite IN
Raleigh, North Carolina 276(
P. [phone] f. (919)836.17
Y" ' CEA ry
/ati�Rc '00'recr�;,�
O
O
N CO STRUCTION'
PERMIT SUBMITTAL
MAY 20, 2010
fK�—Y
KAYAK LAUNCH DETAILS
Al 203
4 rJI1 ,iNl'
PBC+L 1393 VOLUME 1
RESEARCH BUILDING