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YOLp`�,•``�ra?4.,., THE DATA GIVEN ON THESE PLANS IS SEUEVED t� O":°paA r•> , `' h- TO BE ACCURATE BUT THE ACCURACY IS NOT CALL TOLL FREE a• �A ATLANTIC OD GUARANTEED. TIE CONTRACTOR 15 RESPONSIBLE R \�L WEM AND DIMENSIONS ONS OF LEVELS,XISTING UTIUT ES�' '6 � � a � `� � Ct S cat S iy�i fd3 to --800-632-4949 Evans s, :y=�o 0 - S(FOUND,WORKSCHALL CEASE ANDCTHEAEENW ENGINEER '�'' C` p a -'. •` PROPOSED ASPHALT PARKING NOTIFIED. WORK AdAY CONTINUE UPON ENGINEERS ct °` --�°O� ; U NOTICE TO PROCEED. NORTH CAROLINA �� t� � �'°°°. ,.���` PROPOSED RESERVE PARKING AREA ONE CALL �� amen• • ��A Schomer Gull Ct e• �'2� l Am PROPOSED CONCRETEOft Ct 4,F , ��e• v`�' I+ \jam O Ct PROPOSED FRANGIBLE CONCRETE c1'e (4WO PSI EMI,NO REBAR OR ItLU) .~:.: 0:: ;.�; �► .J �� First Flight � Airport a� PROPOSED WATER SERVICE LINE ws ` �, �gL �o �, �' 6 n 1 ATL. \ o PROPOSED FIRE LINE •-�---s' PRE GATE: VALVE & Box I3ti ��0 O -- r Wright Memorial x� �� 5 a r 0 PROPOSED FIRE HYDRANT PROPOSED STORM sr:a�R ��."P- av e• ¢ �' f2 � P-0 a �' � � $ W � -C PROPOSED NYLOPLAST ` ���. `o ,�' 452 St a 8 °` � � � � 0 DRAINAGE STRUCTURE � y� �'� 9�� a 1458 x 1217 N LANDSCAPED AREI `r � , 1217Ld _ W NOW OR FOR-MMLY SEA OATS VILLAS Q M• 551, P4S. ►002 �� ©� V I C I ICI I T A F' -� 6 to S. •� :t: �. � ao �. f2 DUNE TOP WOOD WALKS, DECKS AND GAZEBO ,', ✓,�'� 1�,+ ;.` , e SHALL BE ELEVATED ABOVE EXISTING VEGETATION W C cr it AND SHALL NOT ALTER DUNE ELEVATION ,.: . . . ��- - 1 _':_ -r✓�r'� �' •� .•yam a' ` � � rrr' aco � ` N r L 1 0 �' - V C�• COVERED POOL(PILE SUPPORTED R •� e - i.': t9N�.�d� UNENCLOSED EXCEPT BY POOL ENCLOSURE ):. a 1. PROPOSED: MULTI-FAMILY UNITS WJASSOCIATED PARKING, UTILITY, AND +` ,% e ROADWAY IMPROVEMENTS �. �� (7 -TWO BEDROOM UNITS AND 29 - THREE BEDROOM UNITS) �,;:, POOL FENCE AROUND \. �,,� 1c3� PILING PERIMITER •� �,/� 2. PROPERTY OWNER: ` \'; e . 'r' ,y„ � � •� BATH e, CROATAN SURF CLUB, L.L.C. �. '.\ .- e x REPAIR ' •® OPEN LANDSCAPED AREAS a 808 SWAMP ROAD FURLONG, PA 18925 / AREA y , 9a W 212 598-3939 v '�' :�- �'� e°. .:�;• .�q e• CONTACT: MR. CLAR£NCE BUD DEAN 3. PROPERTY IS CURRENTLY LOCATED IN NFIP FLOOD ZONE VE ( 1 NAVD 88 DATUM):\• � .. �' �� e £NTL OC TED £L 2', M 4. SITE ZONING; OCEAN IMPACT RESIDENTIAL Z ..'!6 •.i J rrnn :..�� � ;��.s •.,,:, � e 5. BOUNDARY INFORMATION, TOPO AND EXISTING CONDITIONS MOWN AS PER SURVEY BY WILLIAM JDN£S JR. Noyi OR �. •�:•-,..•.,,•...•:•.• �•: � ��,;,;� z ,� ^,: - � ,��•t ^� rl� � PROFESSIONAL LAND SURVEYING. ADDITIONAL TOPOGRAPHICAL INFORMATION PROVIDED BY LANDMARK ENGINEERING iL REPAIR ems''� �•��'.: . . .. .1I 5 ® L�3 emu.. d d AREA 2 6. SITE AREA: 125,700 SQ. FT. (TO MEAN HIGH WATER FROM SURVEY.). Z i,. (100,600 SQ. FT. TO F:LS.N.V.) � .`,•: a�„�,. 7 h SITE COVERAGE: iti4.. ai•tie, Er- ALLOWED: 557. ( 100,600 SF) � �• '.\'. �. ; '� �� ti� - � •''• '� e `� PROPOSED: z .,_ ., ATtxd e BUILDINGS: 30,766 SF U ` '. 4 g ,� / ```"' co> � ASPHALT PAVEMENT CURBING 1 Z w �n / 5,412 SF. (INCLUDING RESERVE AREA) > r �.05T7A1s W { & DUMPSTER PADS: )) 9,723 SF WITHOUT RESERVE AREA ' POOL AREA, DECKS AND RAMPS: 7,226 SF. rvsz � >� ADVANTEIC TREATMENT UNITS: 607 SF. DUNE WALKS, DECK AND GAZEBO . 1,273 SF. U U TOTAL PAREA) Z �• :• •: �'• 11 £ r y f� L PROPOSED COVERAGE 55,284 SF (54.95�) (INCLUDING RESERVE AREA) \'" <sG �� gin' F�� fi TOTAL PROPOSED COVERAGE: 49,595 SF 49.30% (NOT INCLUDING RESERVE PARKING x'E VE AR iNG AREA � i.,�y C? • .. fix `. :t z � }s.fi F,r°'^ '€� „b'x` a,.k.r r nL (j k. r - . Q. L r'1 �•` <;�5.���..�.• �� \� �.,����, � f�f � �r � fig., � , FLOOR AREA RATIO: ALLOWED 0.6 (100 600 SF X 0.6) 60 360 S F7: . \ x [ � swkk �"3 � �'j,�ky' a�kx < r r >` PROPOSED: 60,162 SQ. FT. ( 0.5980 FLOOR AREA RA110 } (FROM ARCHITECT) W,yy ,y •\•'� i• '� x t 5 r '4- y;.. rN ! 2t ,s �.^ r r ry ,y , Y , AVERAGEFINISHED GRADE AT BUILDING. 121 (10.5i 10.5 t 11.2+11.3 k14.7i 14.5)J6 = 121 <C -'� UNDER BUILDING PARKING ELEVATION: AS SHOWN ON SHEET C3 Q r'`-i / \ vr3 v z �r �. Y;°' \•. .•, i`r •`"�,'hkr ..t '•*' ..,; .r tt f f�✓'"-� psi r,. /� � �f s v <c'n•.�v%�w�.h. �. �x 3 '�?•Srar e tic � $. PARKING REQUIREMENTS: \''• F { `rt k s x-,'+\"rhf2* ,..�k t "-n sc., ' a' 1 REQUIRED: 1 SPACE PER BEDROOM h� } �. K E �> g �• ,•' \ 101 BEDROOMS = 101 SPACES (OVER 100 SPACES 10% PARKING REDUCTION ALLOYED, 10q OF 101 = 10) 1 x� # �/' / \\�,�•' 91 SPACES REQUIRED TO BE INSTALLED (WITH A 10 SPATE RESERVE AREA) ply •-'• �z�. r�, ��, ��r ,� PROVIDED: � fa7 E'' � TOTAL 91 SPACES PROVIDED WITH A 10 SPACE RESERVE AREA J ►-y c� cow �1 VAN ACCESSABLE SPACE REQUIRED, 1 PROVIDED}} _! +-i � ,u 4 TOTAL ADA ACCESSABLE SPACES REQUIRED, 5 PROVIDED) _ / t• ,,�'� '.% 9. YARD REQUIREMENTS: REQUIRED ' FRONT (U.S. 158): 30 FT W REAR: DETERMINED BY CAMA ` SIDE: (NORTH) 12 FT �--i 10' x 20' \ + .' r CHECK�VEE� t ,-'' SIDE: (SOUTH) 12 FT -j t,••• �• .� (SEE QETAIL:MEET C5) i _l SIGHT TRIANGLE) `. W 10. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND. y � � %?Y` •',' �. "" 3'WATER METER r ` •' .'� 11. EXTERIOR CONCRETE SHALL RECEIVE BROOM FINISH FOR SLIP RESISTANCE. TAPPING SLEEVES(2) -� \. '•'. •: :'•: ':_� ` �.�% 12. ALL SELECT COMPACT FILL TO BE COMPACTED TO MIN. 95XX DENSTIY, (AT OPTIMUM MOISTURE CONTENT), PER MODIFIED PROCTOR TEST FIRE E to'x 6 ' 13. PIN f S 988411653031, 988415644818, 988415643993, 988415643967 PorABLE- 10"x 2 -�•:•-' '� \ r'�' 14. SITE ADDRESS: 1319 N. VIRGINIA DARE TRIAL o _ 15. AN NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT FOR INSTALLATION OF INFRASTRUCTURE SHALL BE OBTAINED PRIOR TO ISSUANCE OF A BUILDING PERMIT. Protect 16, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A WASTEWATER PERMIT IS REQUIRED FROM THE ON-SITE WASTEWATER SECTION OF THE NORTH CAROLINA DEPT. OF ENVIRONMENT & NATURAL RESOURCES Designed By: 17. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A HIGH DENSITY STORMWATER PERMIT IS REQUIRED FROM THE DIVISION VEW OF WATER QUALITY OF THE NORTH CAROLINA DEPT. OF ENVIRONMENT & NATURAL RESOURCES Drawn By: � OSN, VEW 18. PRIOR TO THE ANY LAND ISTURBING ACTIVITIES, A LAND DISTURBANCE PERMIT IS REQUIRED FROM THE DIVISION OF LAND QUALITY OF THE NORTH CAROLINA DEPT. OF ENVIRONMENT & NATURAL RESOURCES Checked By: � VEW 19. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A MAJOR CAMA PERMIT IS REQUIRED FROM THE DIVISION OF COASTAL MANAGEMENT Issued Date: 20. A WATER FLOW TEST SHALL BE CONDUCTED AT THE NEAREST EXISTING HYDRANT TO ENSURE THE REQUIRED FIRE PROTECTION 05/16/06 GRAPHIC SCALE WATER FLOW OF ZQOO GPM IS AVAILABLE. THE FLOW TEST SHALL CONFORM TO NCFPC SECTION 5013, WITH THE FIRE OFFICIAL 3W 0 may. 6. NOTIFIED AT LEAST 24 HOURS PRIOR TO TESTING APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED SHEET NO. TO THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THE APPLICANT IS RESPONSIBLE FOR PERFORMING THIS TEST. THE BUILDING SHALL BE PROTECTED BY A FIRE SPRINKLER SYSTEM MEETING NFPA 13 REQUIREMENTS AND HAVE AN APPROVED AUTOMATIC STANDPIPE SYSTEM MEETING NFPA 14 REQUIREMENTS. _ IN I''IaET' ) 1 inch = 30' #t• 21. A NEW FIRE HYDRANT IS REQUIRED TO BE INSTALLED MIDWAY BETWEEN CORAL DRIVE AND LANDING DRIVE ON THE WEST SIDE OF VIRGINIA DARE TRAIL AS PART OF THIS DEVELOPMENT: 22. RECORDED REFERENCE: DEED BOOK 1652, PAGE 445. 23. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, AN ENCROACHMENT AGREEMENT AND DRIVEWAY ACCESS PERMIT IS REQUIRED FROM NCDOT ®f 6 SHEETS C.OJA 04. Uri E� CM SITE .��0sa�acurrrr,r�o f. ;I•; I lac fp�° _ T`,r p 1 ray , ,�,tJP rorA` r �.�` y ,` �- ATLANTIC w ° OD) - Q • :F�i ,�� £o��/� FOR�r/4N � , `� � � � � a � � �;�� �' OCEAN �• e o y��L, SC�,Y�'� �• { p a �`�► « G31da1 ECic 0 �• w- Ct 8°ADS H-12 WE I "� r� rrnur o ! i; ROOF D CCLEAN-OUT NECTIOH • © t;r,le a 14 {TYPICAL) PROP.CHI PING ROOF I N I ` Artchar Ct !a P z t;: ;:: _ •,yr . •.. •:` ;. � 1 1 f { = 1 1 t �[•. , S �� , 1 1 , t 4 ft Crt sex\ Ir \t" ��"�1 �r ,a t Ct 1 t 1 0 _ l t ,�' s ff t � } i ,� "` ?� � =1� �3+ 1 S i , ; 4 •I = t = , , 1 1 a E � � Z ?y,•.. i 1 1l. F 1 1• 1 1 1 1 ... -.-..�ww.•.'--•''w•• L A r s 1 1 f 7 l l 1 i , 1 1 a s• .. v� } Fir st Flight S it t r � , �J 1 11' 1 5. 1 1 1 t%A 1 i 1 f \ +18' 4 •, ,, Airport P 1 t t t. 4 IY is r rY Tv Cl 1T1 O �1 I ii• t{ J 7filE AREA 1 a 3 t.`1•,� .. -�,,, = t / f , 1 1 , e. ( • JJ'(� UNES 0 90 L.F. EA R. ; r' 4ER15= ON is t r k 'RLYERT, `\- , �N , , I 1 {i e 'r^ s t `J �p \'} <4 1 I I k Wright Mel'T1Qri I :1 •:; k �:' �t t, '�,:' {• - .•� - 1 �� t �1 I � i � '[J 1 1 y t � O I � `� '� + 1 4•,a, a + ..Pa rs 1.• I•:a f ' '.�rq—_.'. 1 fn ,. CO @ \ `Ii �1 1 �f t I '• P 'I .:s s}�.. 'V 1 •• •. - 't '�' F f r I •I } i , , t l 5 O I t '9• I � ;r ,�yz :� '9R R ,' -� •�►,::�. _ _ ,1 1 I I t a,4 1 ,-F t i 4 1' 1: xf, t 5,. <.: Ky 1 S - .i:•�`\�P�,til f � r't,�``•i '1' ylllil i 1 '�'�' 1 , 1 I i i 1 1 1 i 1 S ( � `. •�y to It J 1458 .* r ACTIVE AREA �I..1.«d........1 .Y: '• -' ,':! Ax-too _ ,tea 9 UNES-O 90 L.F: EA "' �' iEYATED Wool), _WA 1 ( y Q , 1217 ... _ Mx: :4•1 �.: ADYAN7EX — a '� 1 G CORAL RrVE '1:-; x[i +, ] .T•- '' , '. '•-'r' ,.-r �"' '. t, _ } 1 .,r s� 1 i i I , � + t } , i t 1 .-�••;I:-' �.V_• y �- ! ADVANIGA � P -f_ �f'� r--/ � l S.•• 1 i i{ } t Si s r �1 1 , , f i r 1 1 t ; 1 `.H Q �' •I,! t+�� t R 1' -• --'--••. AX-f00 f P •; ••i /y � ,.. •;� ' ty 1 t�t s, 3 ��° r I f 1 1 I �O,�p 1 , a � 1 1 s g� r 1 FA 7?+ ;.W:•i;: i ADVANIEM 1 Ir H1'LOPLAST/ AX-100 � •° a r r t 1 = "T'//�� .• '• +s. _ate �y�.y r•^r 1■1 A(Y '9(�q Iy p •''. j '� s i c.f 'cJ - - «' 7.. r' 1)RAIHI�f��J•IllV&RE L't,. _ _ ,,,.., r-' I t I t 1 ,•� f KA , • I i 1 f i t 1 I } I t 1 i O I 11 , 1 T • /p�yt 1' 4'�:;!•` ~ a r _ _er ( P) ADYAHIEX ` 3,.`, 1 r = a i r 1 p 1 a j t s '�:. _ .�r�,• ,—'� r.r +� ! 1 :1 t + r � e' � 1 � i .i I f 1 { � / t 1 1 � 1 { 1 1 %/11 '•ry .•', :I - ,}, - ,• .w.. ..may y _ r„r r^"'.r'' � ,�•' 1 1 I i � •n t kjd.! t! 1 1 I y J � _ N./•J. �� � •�••t j tl! r� �:It':. - t .-'r' 'r t t I >� 1 � oAf � ,• 1 O I 1 E 1 1 P 1 1 , , r MAP I i � •�. t � LEGEND: :y .� •. ., �r 1 � N l t , 4 k ^ u } G. I P F _ l I i t + -. 0 1 7R•• r r-fs"'r i 1I 1 1 , 1 •t O, s F oa D I I f i 1 3 EXISTING DUNE AR EA AB OVE ,-, {a r f (r 1�• 1� SU RGE EL EVATI O ! P 1 �j t N WITHOUT i 1 t s9 >z 1 Y ID + :...,,- _ .....h- .."'�.'Ys .d. .. r ,.. )I r . t , rp .., •., , P q , , r r t! , 1, it , I 1 r w•-. r� ,�. � .>.,,� � t � .3 t ta.. �.e. '., F 1 WAVE SETUP Per F MA r _ t ) yy �,- :-i •ram +l' -. . i •I f." 1 !s 1 till i 0 vY �•D 5Q �, � t 5 ZS 1 UN -t7S O u _ G 1 F � W 1 PROP f G 0��• SED C u ROSS SECTION y 1 ,• f� rw 1: i� �, d �.T ,i:'= F•,a 'i .i i , / .� I 1 t 1 (r /,.� o =,s�; „� r m 'c St i. STE, !' 't. f• 3'' !. h, a C c t } �, T t s1�4. P i •7 S :: h (^yam__ } 5 x f I � 3 r I y , o CENTERLINE NE AND STATIONIN s ..1 4 , � I1 I 1 N �� >o y. A• ,, ,. ... , ._b+.x,_.. ,:a _.>..,.., _,. ..:,.._p,s„1 _l- 1 1 I a P P V 1 s i , t r 2 1 a , I itl 1 •I , •�' P t f t �y,, •s•• t i• I 1 ro 1 7 3 1•t 3=1 TING S C t'U• � t aiS 1:•.r EXIS GRADE p; .-��• z: x: �; t" l DE CONTOURS wg. vT, ey rP r i-E 1 C i 1 R _ •ti i 'W } \ I f. R a -4"• 1 x. •t 4� i yY i f'r 1' t .r B f -d.f ] - 1 1 { R ) r SOD y� 1 } Cy i T G� �H i It Y 8"F 8 FtttE 8"Fps i3'Fff f r r r rl (3 1 + 1 4s 1 II } y� I PROPOSED fi FIRE LINE 6' -------�-•• 1 •M .. W5 YV5 WS —Nt�i N 1YS W5 VS y � • }: Y¢ PROPOSED WATER SERVICE i j ;1` ' MVERtS. 7.4' r .e R.-O.X�-�_1-4.EX -66.4 s� 44 e �H �t -_, ! r---�� I goy, GRAPHIC SAE :I . I 144, ga. a s� 3 __________,___ A _--__ _. uaw. .... _ __ _ _1 /00 ( IN FEET ) 1 inch 30' ft, 01 NOTE. THE DATA GIVEN ON THESE PLANS IS 13ELJ'EWD m TO BE ACCURATE BUT THE ACCURACY IS NOT �T•� ° (W} ' GUARANTEED. 7�1E CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCA77ONS, TYPES, � m AND DIMENSIONS OF THE EXISTING UTILITIES Z PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER _! ,,..rr NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS BEFORE YDU DIG 1 ��.a O '`� NOTICE TO PROCEED �1 it _ — - _ - — i - ------ CALL. 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