83-13 EX IG Holdings Oversized Plans

C
Ln
N
N
O
9
U,
N
L� I
CO
r')
r'
0
U
O
m
m
0
cD
co
0
M
Q)
L�
m
U
U
L
0
Qc
00
0
w
C,
C7
Q
D
u
0
v
U
m
0
co
m
0
U
L
2
m 0)
U
Q
/
I. NARRATIVE:
I G HOLDINGS, LLC, INTENDS TO CONSTRUCT A 10,200 SF RETAIL BUILDING AND
5-BEDROOM HOME AT THE FORMER "BOYCE STORAGE" FACILITY IN RODANTHE.
THE CONSTRUCTION WILL INCLUDE A CONCRETE PARKING AND LOADING AREA,
SOUNDSIDE BULKHEAD AND BOARDWALK, SEPTIC SYSTEM AND STORMWATER
MANAGEMENT IMPROVEMENTS. THE SITE IS LOCATED ON 1.73 ACRES LOCATED AT
24530 NC-12, RODANTHE, NORTH CAROLINA. APPROXIMATELY 1.80 ACRES OF
THE SITE ARE TO BE DISTURBED. CONSTRUCTION IS SCHEDULED TO BEGIN IN
THE LATE SUMMER OF 2013.
THE SITE IS FAIRLY LEVEL, WITH SANDY SOILS AND MIXED FILL MATERIAL
CONSISTING OF ROCK AND CRUSHED PAVEMENT. THERE IS LITTLE EXISTING
VEGETATION ON THE SITE, WHICH WILL BE CLEARED PRIOR TO GRADING.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
II. SOILS DESCRIPTION:
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
COROLLA FINE SAND (COB)
COROLLA DUCKSTON COMPLEX (CrB)
III. CONSTRUCIION SEOUENCE:
• OBTAIN SITE PLAN APPROVAL
• OBTAIN ALL NECESSARY ENVIRONMENTAL PERMITS
• FLAG OR STAKE WORK LIMITS
• HOLD PRE -CONSTRUCTION MEETING
PRAM ONES
• UTILIZE EXISTING GRAVEL DRIVEWAY FOR CONSTRUCTION ENTRANCE
(MAINTAIN MIMIMUM LENGTH AND DEPTHS OF GRAVEL THROUGHOUT
CONSTRUCTION)
• REMOVE AND STOCKPILE EXISTING SHORELINE RIP RAP AS NEEDED TO
INSTALL BULKHEAD
• INSTALL BULKHEAD AND BACKFILL
• PLACE STOCKPILED RIP -RAP ALONG TOE OF BULKHEAD
• INSTALL SILT FENCE AND COIR LOG CHECK DAM
• CLEAR LOT OF EXISTING BUILDING FOUNDATION AND VEGETATION AS
SHOWN
PHASE TWO
• PLACE AND GRADE FILL MATERIALS
• FINE GRADE AREA ADJACENT TO BULKHEAD (50' STRIP) AND ESTABLISH
PERMANENT (IF SEASON PERMITS) OR TEMPORARY VEGETATION
• ESTABLISH TEMPORARY VEGETATION ALONG ANY AREAS REQUIRED IN
ACCORDANCE TO THE "SEDIMENTATION AND EROSION CONTROL NOTES"
• COMMENCE CONSTRUCTION OF NEW STRUCTURE
• CONSTRUCT NEW PAVEMENT
• REMOVE SEDIMENTATION FROM WITHIN INFILTRATION AREA TO ESTABLISH
INFILTRATIVE PROPERTIES
• ESTABLISH PERMANENT VEGETATION ON ALL DISTURBED AREAS (ON
PROPERTY AND ADJACENT RIGHT-OF-WAY)
• FERTILIZE AND WATER DISTURBED AREAS UNTIL PERMANENT VEGETATION
IS FIRMLY ESTABLISHED AND STABILIZATION IS ACHIEVED
• REMOVE SILT FENCE
X -179
IV. SEDIMENTATION AND EROSION CONTROL NOTES:
1. PRECONSTRUCTION CONFERENCE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL WALK THE
SITE WITH THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE
MUNICIPALITY (IF REQUIRED) IN ORDER TO IDENTIFY AND MARK SPECIFIC
ELEMENTS WHICH ARE TO BE PROTECTED. TREES SHALL BE PROTECTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
HANDBOOK.
2. INSTALLATION OF EROSION CONTROL MEASURES:
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION
AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS AND
ALL PERMIT CONDITIONS.
3. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL
HAVE THE APPROPRIATE UNDERGROUND UTILITIES LOCATED. CONTACT NC811 AT
811 OR 800-632-4949. UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS,
FIELD OBSERVATIONS AND/OR UTILITY LOCATING SERVICE AND ARE NOT
GUARANTEED TO BE ACCURATE OR COMPLETE.
4. ACCESS TO SITE:
ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS
DESIGNATED ON THIS PLAN.
5. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBING AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED TO REMAIN
ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ITEMS
DAMAGED OUTSIDE THE LIMITS OF DISTURBANCE OR OTHERWISE NOTED TO
REMAIN.
6. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEEPER THAT 3(H):1(V)
SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN
7 CALENDAR DAYS. ALL OTHER EXPOSED EARTHEN AREAS SHALL BE STABILIZED
WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 14 CALENDAR DAYS
OF THE COMPLETION OF ANY PHASE OF GRADING.
7. INSPECTIONS REQUIRED:
SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED, MAINTAINED
AND REPAIRED AS NECESSARY BY THE CONTRACTOR. THE CONTRACTOR SHALL
MAINTAIN COMPLETED SELF -INSPECTION / MONITORING FORMS (COMPLETED
WEEKLY WITH DAILY RAINFALL TOTALS) THROUGHOUT THE PROJECT. THE SITE
SHALL ALSO BE INSPECTED AFTER ANY RAINFALL EVENT EQUAL OR GREATER THAN
0.5 INCHES OVER A 24 HOUR PERIOD.
8. CORRECTIVE MEASURES:
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION UNTIL WORK IS COMPLETE AND ALL DISTURBED AREAS ARE
PERMANENTLY STABILIZED. IF EXCESSIVE WIND EROSION OR STORM WATER
RUNOFF DEVELOPS DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE
PROJECT SITE, ADDITIONAL SAND OR SILT FENCE SHALL BE INSTALLED AS
DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
9. DEBRIS REMOVAL:
ALL CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR
AND DISPOSED OF IN A LAWFUL MANNER. NO BURNING OF DEBRIS ON SITE IS
PERMITTED. NO ON -SITE BURNING IS PERMITTED UNLESS OTHERWISE APPROVED
BY THE LOCAL FIRE MARSHALL, MUNICIPAL AGENCY OF JURISDICTION AND THE
OWNER.
10. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR GRADING
FILL SHALL BE OBTAINED FROM A PERMITTED BORROW PIT. FILL SHALL CONFORM
TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. NO BORROW IS
PERMITTED FROM THE SITE.
V. DEMOLITION NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE
CONTRACTOR.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL
ITEMS SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT
SUCH REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
PROJECT.
WARNING
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER
UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE DRAWINGS.
ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE
OWNER.
iPECIES RATA
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUOl1B'T 15 - APIs t TAFIaRW 8IIKW
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
NOT E&
O
50' 1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
12' MIN. 3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
2"-3" COURSE
6" MIN AGGREGATE 4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL.
BE NECESSARY.
TM ENTRANCE DETAL
NTS
STEEL POST
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER _�,
FABRIC INTO THE TRENCH
DIRECTION OF FLOW ------ I
NOTES:
-
1. 6' POST SPACING FOR
_�,
NON -WIRE REINFORCED
<
FENCE. 8' POST SPACING
\\ tl�
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP TIE
LOGS TOGETHER
REQUIRED (ATTACHED AT IF
MULTIPLE LOGS
POSTS) WHEN JOINING
ARE NEEDED
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
A -A
__
DIRECTION
OF FLOW
==> -
STRAW BALE(S)
� i _
EXISTING DITCH
18" COIR LOG
A
PLAN VIEW
OIR LOG
STRAW BALE(S)
TOP OF BANK
B BOTTOM OF BANK
- -C TOP OF BANK
--- - -
9" MIN
STRAW BALE(S)
� ���..
4"-6"
BOTTOM OF BANK
36" WOOD STAKE
® 4' O.C.
B-B
TYPICAL COF LOG ChECK DAM DETAL
NTS
C."
w to
c > Ct
r
wo
m J
�(n
qlrqcW
�Q
U
0
� WILn
�.mQ
06
.E
c
ca
0-
_0
c
m
J
c
aD
c
0
.5
c
W
a
c
L
N
N
c
c
W
oI� >.. C
J 6 O - C O
w °� 6 o' A m
0aj
w, rn m U Q m>
U U c c6
•U fn NN (O yZ mot., vOJ¢ O
o ca Z v m cn -� .�
o voi
QUrn 'T - v> .6 Z w
N A M= N N N 06 J N
E3: 0 Gv¢ o w m� o
�`nb= 0 m LQ. ca
<-a e a - IL U I- oQ � D
m
%//4�✓// �/ %�y/� \ \:`\ t"` / I I > > . . . Z
. IRE I C I I/ i O
SST FENCE DETA� 111 . I I I
NTS <_... �,. I I I o
v �.= 11 I II I I w
rl I . . N
11. EXISTING INFORMATION:v£ I l I I ., . w
THE EXISTING SURVEY AND SITE TOPOGRAPHIC INFORMATION SHOWN IS BASED ,- -` III o
UPON SURVEY INFORMATION PROVIDED BY STYONS 'SURVEYING SERVICES AS,,, ���„n I III
SURVEYED ON MARCH 1 ES-28, 2013.
N/P 1,. 1� f III I I o
. (/(�I`I OMIN LM UNIT At�Rr7 3� 331 - - - _ -x �1S X 331 I ` = I 11 I I .
II o
U/o 6, Pe. 3D4 x X -A ` , I I II I
„z , z
P.P.IS�(o peU� INSTALL BERM EX. CHAINLINK FENCE � EX. 6" DIA
,IF 1 SEE INFILTRATION GRAIN -LING FFNGE 31v/a 6� _ _ TO BE REMOVED � - - ROUND CM
61.Rm BASIN DETAILS) OVER P/L $Y 01' X �.hk ..__ ,, WATER \ - � I I II
C> p I RETAINING WALL/ � � WATER V&V� t10(hC-lo� - - _ 6" DEEP + a
-I C" SU_KtEAD - \ / - -4 - 4 - X k88 X 4-GA I Z
APPLY STRAW MULCH OVER SEEDED AREAS AT A RATE OF 1.5 TONS/ACRE.
STRAW SHALL BE TACKED TO THE EARTH WITH A FARM DISK. HYDROSEEDING
IS ALSO AN ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
HYDROSEEDING SHALL INCLUDE WOOD FIBER AT A RATE OF 1 TON/ACRE.
6lANl�IA�
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
- ....
X I. k9� I
�' -14 . LIMITS OF DISTURBANCE 4'41 30"E 465 1 F' / X L ' T I 11 t -1
„ ;,;; e,.. , , ,
/ / 1-741
. ti
0
1 4_,
C 1 2 1 _ / ,
a
3 ., `„ ,.� ✓ , d ,-//, / . :.,// s % c..%, ✓�I..l :,I a:,i /f r. :.I,. r/r rr rr + r�r�r: ,/// rr .->
/,
, r
! , ,_ r . d r/ - � - / � rs.. zr �1ss r. r . t . i.:_ e/ , ,.. - , , . r , + , r . r , . ' ," I . . r . L., I r
%i �/ / ,� / /„ / //. /�/ /� r� . ter, �� �_ /. / / /, ' / >�a;, l� , ,r, t ./. ". r r r ,rrr r r r 1 II
C� - _-- / �. /.' / I I
0 0 0
_ �
r I I ♦ i.•!-. , r r , , , r , , r , , r r , , , r , , r , , fi r r= s . , r . „ r� i' X r :,I r l r r P x a 7 r r i�r,. , , , . , r , r r , , , , r , r ,
EX. WATER VALVES a ' ''' ' ' � I I �
r / ,
X 3 „ d I i I I t /s, �. I.. s r I, r r i r r r r -. . I r r r r r ,' I r r I I I r✓ t r s, I `s` r' I, t •,'='r I I ♦11­1 t.'1 r .,- . r I i r I I I..,, I C)
�{ !�•.,,,. % AND HOOK UPS TOr I • q
�. ,.� V
:'i'r r r'l r r rr r I d ♦ t r r r r, r r# 'I fi 1r f♦ r r, r r r I• r r r r r r r I ,r' ♦ r r. r r,' l I•::r r r r r'.. r I/ r '.F ♦ r y.'%.i r r l r' r r r 1�r r,, ♦ f r r s r r I r r r r r , r r, r Z
// 'iI REMOVE EX. GRAVEL BE REMOVED I, r t I .r' }`, i I I I I I I, r' .., I♦ a I , I./ I ri > I/ r r w, I I , I r.-i I! I i I r fl ,I r I r. I ,� I I I, I. I I I r. r,' I .
/ I I .
II♦I .rIII, II..I III.r.,II
OUTSIDE LIMITS OF . .
�'RV.� �:, ..,' 83 . I I r'r r ,. I I I � II
, r, I: I I I I' , f I ,l f. .♦ I I R . I I ,,"=,, o, '.I I a': , I I I ,f , r r. J I I I `; I ,.- 00 511NO, r r r j I/, -f-- I II '.
6 �� ✓ r >: r . I III I r I. t < I NEW BUILDINGS AND r' e . I I'! III ,,, L,I .s ,h r r %CBE REIAOVE , . I rrr , ? + . I, .1, , o I I EX. WATER METER
l I113,
yy�pp��������,,{{yy ,�; ' , t . , , . , / _ -/ (n; TO REMAIN
C!k k, %.,}.I!.,,I ,,I... Y., I, r` X:f , r ,; -%, "I'', ?:' I `, ..' .,;,:r t', #":.k I f,I"t , I'.k' /: I'I I . , ,, .IGIP 'M'ii I f.>, ..: I , . i i , / , r; s, ♦", r: I .: :'_i , ri I>% t 3 J,',t , . r.a ♦ :I , r , I J'�7� .I.:.. . , r , . I..! I I... > I I ..,
WATER - I �
. � .- , , , PAVEMENT
NORMAL I.y', I .2a.,'r r r=I , rIII- r ,,. r, ,,+.I',` I . .� tJ r rt1, . i r a:I >r �..=,,. r; s. I L.: i - r r III I ? "r r'I t , I 'r r . ,' I sr•`."'?- ,; it ! , s'k r . , - , . . .
41 % ... L ;. I I >r "r. I s i I y r i' I I I r
LIPS 'r�l'i x I. ,+;:r , r, b a , r r'r , , i.., ��- „ I I , I 5 ,I.. I s � ,x r x ;,I• r r-. , .. r „-': - , I I r s r' , , , . f , ,�"`, ` a�,-, :ter.',.'," r I -I , r r_-a rj r'
4
I r I ,
I'_ I , s I , I � , ., ,.. , I r .r I . r I I f r . ,, r:. I t ,I .I ., I I I I • I I. I ,1• I I 'I I . I'',. . . . S84' 1'3D"E 2 0 D0' I „f I .r' e z . + . - r r L`„ .
. f „ - ' _ �' to , k II ,.}._�
O R N`:# / ♦ ♦ I. I , / £ I. .f.. ' 'A , i ♦ I Ih': f3 I, I I . I , I -e I I . I . ' I t . I f I , / i I -i I % ,/ , .r � , . . . . I , I , , /:., I I I I , I
t # ,, I,. . , i . s f:,t, it -rrr , I I'-: I; I I I , I r , r s , r ..
4`; .I .: , I k.12 - MPSTER PAD
♦ I ,i, , ,r:., t r ,:, r . i e ;, , I _' III li I -OK ♦ y t I . r;,e I . r , �. , �-_-*--_ I r I �",+' , I I r'I , I I ,_ , EX. DU
' � ; I 2�'�r,.:. '` 4'X4^ III I II TO BE REMOVED �'
3.4 __ i X r> `I�I-, r i r i. I I 'z . r t I,I , I r'.• t- r I r r r, 25 I, t.! r r r,-r �.'I r r'r I> ,._� r I I I C 8" DEEP I I 4
6 Z
I /.�i / I t I♦,/ I l f_a! I, i., I; I I I% r, I; I I/,/. ...... I ;..I I I�1 a . I.. I% I' _*',;4 I I, r,, ,:'r.,r ♦ I I♦ I I I I t r, I I - I f j. I- I y v �vr.e . ,: w.��. �.� . r..�. , .�� r .w - 'PApI �.
1 r I t.rl...rl...I.,.I.:::II.I....... ...I.Ir, ,I I.I..,I,......,I. �.. LIr ��� ,I o
.�`I Z �!
'1410
• 1-1 7 BZ ., r. r r r r I r r r, r r 5. . r r r r r I i I r ,fir r , _r r r r r I I I I I . II I ' ... ♦ a I;I i;,,/ _� �i
r I I I. 1. I . I I I. I r .+ I, r r I I. r I. I . w y1 I I RE�IDVE fX. GRAVE. I I r. I t r- I f. _ EX. STORM PIPE
I . , , , I I r I I . , i2. ./r . , r I I .. , I , !.. , I r , r , r r r � � , , I ,. I ',,r"•. 3. / .:i TO BE REMOVED LLJ
I s ,..IItII, , 3F>Z ,:,r I II,rrrIII "' 'GUTSID2LI6S OP', ,II �
-� LIMITS OF.NEW _ NE'W'BUICDIN6SIAND ' , r , ,'y':r I j/ 24 AND REPLACED
P/'iMf..l\./V 3.9b - 'T ' PAVEMENT • / I . .rrrrr 3 \ rrr , I l l �, III '' ?O I� , r l ,% I r r l l . I r l . � ' ; , r r , ' PAVERIefl7 r r l I , I , , r � III r'i yam ° �- I
\ C7 l I:7c
, . I , ♦ Y J ' Y { / i- / I / I • / / I I: . ,.,% I.. / 7
�7�/N/�1./ I7 4.115 I J � I "rrrlrrrrlrrr,r+r,lIIIIIIll / I %%, II Irrr Irrr rr�� rl r I I,�, III. / L
INSTALL BULKHEAD I I III 1 I r I �� , I r 48 I
.5174, r r I r I I r 45
r, r I . r r , r x, r r� `i / r
I . '/ <I I, ' y i
1.Y I I., r I r r r r r r. I ... I 50(o r3/ I I r I. r r r „ r r I I r r r r, I I, I I I/
O qU �U I • I I r r r I, r I, r r r,,,. `r .... I \$�c X I T ', r r r I r r r, r r r I I I r r r r I I I I r r I I I I I I I � r ,1 ,£ !. 7 i
Lo m U r // r.. ,,yy r��-- r r r r r r r r,, r r r r r r / x 3./+j . I I I r II I I r r I r I. I I I, r r I. I r I I I I, r I I I I. I, I I I � r ;r ' v n - .
J / �� W I X 623 / ' : ' ; ; ; ; ; ; ' + ; ; ; ; .I. I I i I ; ; I . ' . ; . ' I . . . . . I I I I I I . . . , .. I . . . . ; . I iI r / 1>- w ( ° /, / / .
I
Q h •Q -6 1 / I r I I. r„ I, II, I ' i( ,U\ . a Q .. r I I I . I ' r , r r. I. I I I. . I .. �`4 I%r� d r "� i-11 1L r�"" 117'I�(�,. a 3` n
X I I ' I I
Q 3 \ . . I r . , r r I r r , r r r r r r . . k.(� \ . 'a . . . . , r r . r r , . , r , , r r I I /, x '�� . r I. I . . . ��
I r r I, ,/I'y ,, r I I I,... I r r I .. a c I , I r r. r r r...... r r. r r I .. e r.. I ... '- - a� a .
r �r jj
1 1 h I •n \ I 5:6% r r r r r r r r r„ r r, „ r., r r r r r r r r I 8 'd' .e\ '� e' ' �', IA . r r r I r r e..... I r r r I.. I r r r. .. r'Y�% �7r r-, ..cr
O� �i I • r , . , . . . . , , I , / / . , . I , I I I . I I I S B I , ♦ I I I . I , , I . I „ r I , . I I , , r I r I r • r`-':I A O
p I I . . . . I . I I I . . , .cA . . . . . . . , r I , I " I I , EX15TQ� � I �- . I . . . I I , *W),E7 . . . . . . , I I I . III � I % i UTILIZE EXISTING GRAVEL W � IZ
c a r/ , l
�' _
11 4.22 . . . . . . . . rrr . .q . . . . . I I I . I , I , . . I I . / I a e \ d GCE . , I . . 61tA1�., . . . . . . . I . . DRIVE A$ CONSTRUCTION
INSTALL SILT FENCE TRACT II e. a I ... II„r..,..., ,I,I, / II- I ��
r I I . I r . . I I r r , .0) r , . . . . I . r r . I , 4GO \ ' ' � ( . , . � , . I r . . . . . I . � ENTRANCE o Z
UPON COMPLETION • r I r I I r I r., r I r r� r, r r I r r r r r I �' r r, , REMOVE c I.. , r r I.„ r ��
N 2. O
OF BULKHEAD .. r., r r r r r I r r r I r r r r r r I r r. ,/ I r r r \\ I I I. . r r, r r. I. I r r J I I
I I I , I I , r I ,rrr Df1�TIAlEi, I I / I e CtlNCRETE. SLAB d . I . . . . . . . . . . . I . . . . . . I I I I I OP
I . . , , . . . . . I . I t
-i . , , , . . CfZAVLL I . . , / . + . I e I I I • I I , , , I , . . . I I . I I . . . . I . I . I / X / I I I I I I - z
J a
I • B 1 r 559' , r , r r I . r r r r I t,1�+ I I r % , , , ; ; . / / ; r , . + ! X 4.19 \. c I I . . . I r . I ; I , r . . , , . I I I I . I I . / III` , I I 1 I S. . . .
r r r r I r r r r r r r r r I ('I I I I I I. I r I I / I L: I r r r I� y� /� , r r, /,�� ' . :z
VL `� \-V.-1 '14p- I. r r r . . . . I . . . . , O r r . . , r r . . , r . , , + I 451 ed o , .. a - - tea, J I 32 r I I I r , .I �fii4,� .I I . . ��( I .. / rv:�.`I fir _ Y
v • 5.53 I I I I., I, I I I I 14 I I I I I., , I I r I I+ r c d , I..., r, r r „ I I.. I, I I I. I,., I I m I f
43 3 70 40 -0-99 X x 5.92 X r I r r r r O, I, I r,' I I I c a�/o I I I I / II I I Z
X -I X -I. X -1- X -1- X I... 1 e. ` I I... I . r. I / I ^ z
I r r r • I r r r /r ., I r.., I. I.
r V a r r r. r ,,., . .. i r r r. 322 II I I Z
R ♦ , t .,R , , , , I I , rr _r r a <. + r x- . �. . . b.l An I . I . r I , . . . . , , . , I . . . I r O) I
III. N Y
p Q • ?, r I I"i• n /' r I r r ! r,�yT ; ; ; ; ; ; , I.
; ; I ; ( . , . a a.' �, a\, / r . . / I , ; , , , , , , I I , , I . . ; r ' ; ; , ; ' �r I O
,. , d r r'"�t a ♦ ,. r ,I 11: I 'I r r r I , r 416 d . . �. I I II I. I II
%�.
34 / + r, a r> r, A ,� I:I %, %I% I r r I I
I e r r , r r I I,, I I I I I.,, r., I,,...,, I I
0, ,­�-_­; rt r„as rl':,rr,,....II.Irr r,Ir rrl I ,ti5`,�I II I I I r, �,. ., I,, I...r.,rr..I,r...II / III I O -
'Y t r%, r;F , I ,� Y s r. I r,, r r I.., r r I r r,., r..,. I.,, .. I. I.. I ,T I. I r r r I I r. r r r, I I, r,..... I . i , I I III
p n o o xl,I.r I♦- fF,: r✓ ;;;;;;;;;;";I.;;;;;,1;,0 / I� �' �I II
%1 • r, r i r r i`- v,'i r r r 4.� a3k °. /_ , .I r r r. I
/ -� I t 3 .r / / / / / ` �C I I . , , , I I , / / / , , / I , I . , I I . . I I . , . . . , , . �� __ r I / / I I , I r r I . , , I I . . r r , I I , r . . . I O
X I 5'<,. I�„I IIIII., I.1�,;J .� I„I�' I I INII:
i I ;. I I„ r, 4,�i4' kk r I II // r 4 i �-,'- e< e I . I r r I.. I I.,, ' 339 N
X 5.42 / I � � III I I I 1 / I I '3. ), I �. . ui.w . . . . . I . . . . . .. . . . , I I I I 2
\ I, I, I, , I . I .r I I I Z >Z . I r r r r r x I
4 , 11, w
X cJpfL •EX. CHAINLINK FENCE I
417 I I TO BE REMOVED ,Irrr...... I III.
,5, \ •I ��II, III II.I,,, Irrr �I II.1 I =
fnI / X @.12 REMOVE EX. r r .Irr r . .. . .. . . . .I . . . , , . . . . , I r . . . . . . . . . . . . . . . . . I . . d l r r r r . . Z
/ \A 6 LIGHT POLE \ I14k7, II .. I Ii.., I....III,IIII "II„I.II.I..,r,r,,,,�00..... ;' I II I Qa` - _ X • X 5./0(0 X 48l , . . I . , , I r 4.56 I . .I . I , r J J r r r r / I ' I iI ..,,Ip \ ) '7t ; i, I , �•. . . A,60 . . . . . . . . :I I , r . . I r I r . . . . . . . . . r r , . . , . . . LL LL ; . .
�>�'X i N . , I .. I I it I I r , . , I . I r r I r , I , . . , . , I . , . , . , . , r I , I . I . . ,
v � \ _ f X 5.26 x 4.12 X% I �� 4 OUTSIDE E MOVE LIMITS OFL I
Q _ \ SF \I -4 _ \ I r III . . I. r ,„ . I ti I I 7 PAVEMENT NEW BUILDINGS AND U I
11�- ''
3 I I ! , f:I \
'3- ..,,,rm -m„ . ,„ ,, y.. n, ,,, ,.» ,„,1 ..,�,., .,_ `7F r , r-' r r . . . I , , . - I I SILT . .
. .
C ,,.I a� __ I E to
r I �
wf�.,.,� �, t NEW
p p' I\ REBAR III ' 1 30 \1FO` %" REB R% I I I I I 1 ;x I
,- 1 LIMITS OF _ � I II I
\ , ` ' ' ' '.' ' I I I I I BUILDING - - D(. CHAINLINK FENCE v~i W
_ - --SET-FLUSH \ EXI5TMf. SET FLU H. I , , . , . . I I . . . N F-
FENCE
n g I \ O
__ OS' _ X 2.59 1 9 TO BE RflAOVED / o
DAv1AGED DULDIN6 \ 0.7 r , �, , . I I I . I II m
[v. (v \ \ \ _/ n,om SYSTEM , , .,�. . . . , , I I 11 I I r L s N o . I I N z co
X 2PiL
%
2 2 __ __ v X 384 ON PIIJN65) x ,`I . . , . , . . . . . I I . < . . , . I . : , . , r- . y �I . . . I r . , 3-41 \ I II I I \ w Q o 00
�Q \ 3 V r, r, s i I% I , I I I I, r+ r , t I' t _% s. I r, T I I I („) (p
\ - \ N F \ o I ` I . '�%'�'� rr'� ;�:� �, ',�--� ; �r'�' ' ` I � F - .1 / ��'; Z" / / / / \ \ II +I I II o cavil Y o
('(�� L7 T �ICD /1G �p r I i a; o f ri. A / i v: , ., r r t
& x I ICI I �7A �. IYILI�W-i, T TL-L A A. I.. I.. r I. I ,6 is
rr r r r1. .' I � I I l I r r �s y ,I , /� H'� V I I }yJ
AV Z,�LT% �U�h LV I ' \ W X 4� I ?. r i , r . r ./11. Ld
r r f {w r�i ,.r all / / / Li' II III II Lt1 w Z Y
X2�la I 5�:, , I i �i�TO �'R r I r r:, sr / / I II I� I LiJ 3 U
D$. 9G2, P6. G76 ..I , . I t , .. , , I I / V I . . F- w i�i
i f /f...Ir ♦I;;;;/: /., / /\� / // / / /I / �� III III�I o o o
;� / / �� , rl,r
/� I I SCALE:
v s , �' / I I I/ , /, / , X , , / I ,. ,,
\ 1 I, I r, I• RGHTVP LE
z L �� ter/ /� � �� - / � L1��_J I I I II I »
GRAPHIC SCALE V A _ � _ _ _ I .
1 = 20
20 0 10 20 40 80 � - 4, x 4.s x ` 12 x 3-90_ _ _ ;� x 281 I I �I I to
� `� - .,1-1AR�LINC�_„ � �'�' �l ''"- I I °9 C ECKL DAMR LOG
\ I
\ X �,.
as ����x:-::
X X
q� -1 1 N84'42'25" 250.13' EX. 4 X4" I I � II __\it ... I .
EX. 4°X4'
�, f-
_ \ / ' LIMITS OF DRAINFlELD I / __1 Cad 8" D ) � I o- \ .
X BROKEN CM _ 3 4- EX. CHAINLINK ifrdCE � ' z , ?) ° � °
(IN FEET)20 DEET _ L / IXCAVATE TO ELEVATION = 1.0' AND TO BE REIaVED t \. .
-7 1
1 INCH = 20 FT. ' � SUITABLE MATERIAL WITH SUITABLE FILL a .n'.. .e . 3_ . ' . .
f X 2_`A REMOVE UNSUITABLE MATERIAL. MIX �cl { . . . . . . . ci 01
X 253 � \ _
SEE PLANS AND DETAILS FOR FINISHED c n e . � a .., a _ � I
255 __ - x g�' GRADE. a a ' v.. 1 I w. to.
om
Y

0
0
cv
co
cl
d
In
I
m
0
O
00
O
0
N
U
S
C�
m
O
O
cc
O
/
ol
v�
a
0
I
0
co
0
co
d
Q
/
STE PLAN NOTES.
1. OWNER: I G HOLDING , LLC
PO BOX 120
14. AREA TO BE DISTURBED: f 1.80 ACRES.
KITTY HAWK, NC 27949
15. STORMWATER RUNOFF WILL BE DIRECTED TO AN INFILTRATION BASIN ON THE
2. THE OWNER INTENDS TO CONSTRUCT A 10,361.33 SF RETAIL BUILDING AND A
NORTH SIDE OF THE PROPERTY.
5 BEDROOM HOUSE.
16. SILT FENCE TO BE INSTALLED ON SITE AS SHOWN ON EROSION
3. THE PROPERTY IS RECORDED IN D.B. 1923, PG. 279
CONTROL/GRADING PLAN.
DARE COUNTY PARCEL 014221000; DARE COUNTY PIN# 0648 12 95 7789
PROPERTY ADDRESS: 24530 NC 12 HWY, RODANTHE, NO
17. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE
4. THE SITE IS LOCATED IN FIRM ZONES AE 8', AE 9', AND VE 10' AS SHOWN
MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY
APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS, THIS
FIRM MAP NUMBER ,
EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA)
INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF PLANTS DAMAGED BY
INSECTS, DISEASE, VEHICULAR TRAFFIC AND VANDALISM.
5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
18. LIGHTS FOR THIS SITE WILL BE 400 WATT PULSE START METAL HALLIDE ON 30'
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88.
CONCRETE POLES.
6. AREAS SHOWN ARE BY COORDINATE METHOD.
19. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN
7. EXISTING FEATURES AND SURVEY INFORMATION PROVIDED BY STYONS SURVEYING
ACCORDANCE WITH THE PROVISIONS IN SECTION 22.60 OF THE DARE COUNTY
SERVICES.
ORDINANCE.
8. THERE ARE NO DELINEATED WETLANDS ON THE PROJECT SITE.
20. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE NORTH CAROLINA STATE
BUILDING CODE AND CURRENT NFPA REQUIREMENTS.
9. THE PROPERTY IS ZONED S-1 AND RETAIL AND RESIDENTIAL ARE PERMITTED
USES.
21. BUILDING HEIGHT SHALL NOT EXCEED 52'.
10. MINIMUM BUILDING SETBACKS:
22. AT TIME OF SURVEY, THE SIDEWALK ALONG THE WEST SIDE OF NC-12 HAD
15'
NOT BEEN CONSTRUCTED. DUE TO GRADE TRANSITIONS, A PORTION OF THIS
FRONT:
SIDEWALK WILL NEED TO BE REMOVED AND REPLACED TO PROVIDE VERTICAL
REAR: 20'
ALIGNMENT TO THE NEW DRIVEWAY. THE LIMITS OF THE SIDEWALK REMOVAL
SIDES: 10'
SHALL BE SET TO ALLOW FOR VERTICAL TRANSITION OF NO STEEPER THAN
11. TOTAL PROPERTY AREA = 75,406 SF (TO SHORELINE)
21(H):1(V). THE REPLACEMENT SIDEWALK SHALL BE A MINIMUM OF 5' WIDE, 4"
74,655.16 SF TO FACE OF PROPOSED BULKHEAD
THICK (6" WHERE CROSSING DRIVEWAY) AND SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARDS.
12. COVERAGE IS AS FOLLOWS:
23. PROPOSED PIER SHALL BE USED FOR RECREATION AND VIEWING BY RETAIL
EXISTING CONCRETE 1,962.98 SF
STORE PATRONS AND EMPLOYEES ONLY.
EXISTING GRAVEL 27,378.47 SF
EXISTING COVERAGE: 29,341.45 SF (38.5%)
(EXISTING COVERAGE TO BE REMOVED)
PROPOSED BUILDING 10,361.33 SF
PROPOSED PAVEMENT 22,451.52 SF
PROPOSED SIDEWALK 2839.04 SF
DUMPSTER PAD 100.00 SF
LOADING DOCK 306.00 SF
RAMP 330.00 SF
PROPOSED BOARDWALK 323.96 SF
PROPOSED RESIDENTIAL 1,976.00 SF
PROPOSED COVERAGE: 38,687.85 SF (51.8%)
13. PARKING REQUIREMENTS:
(1 SPACE/200 SF BUILDING)*(10,200 SF) = 51 SPACES
(1 SPACE/EACH BEDROOM)*(5 BEDROOMS) = 5 SPACES
56 SPACES REQUIRED, 56 SPACES PROVIDED
PROPOSED
400 SF
PLATFORM
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FT
�14
PROPOSED
6' PIER
L13LA 2 E 1 1-x
�O
84.0'
:.
1
•GALL
CALCULATED POINT
mGMF
CONCRETE MONUMENT FOUND
IRON ROD SET
- - -
RIGHT OF WAY
BOUNDARY
-
BUILDING SETBACK
EXISTING POWER POLE
OVERHEAD ELECTRIC
O
EXISTING TELEPHONE PEDESTAL
©
EXISTING CABLE TV PEDESTAL
x�
EXISTING LIGHT POLE
M -M
PROPOSED LIGHT POLES
- 5 - - - -
EXISTING CONTOURS
--5 - - -
PROPOSED CONTOURS
\ol
EXISTING SPOT ELEVATIONS
1�
PROPOSED SPOT ELEVATIONS
x
EXISTING FENCE
X
PROPOSED FENCE
EXISTING CONCRETE
EXISTING PAVEMENT
d � t
a
PROPOSED CONCRETE SIDEWALK
PROPOSED PAVEMENT
®
PROPOSED CURB INLET
®
PROPOSED DROP INLET
e
PROPOSED DRAIN BASIN
FLARED END SECTION
RIP RAP
STORMWATER FLOW ARROW
EXISTING DRAINAGE PIPE
PROPOSED DRAINAGE PIPE
-
EXISTING DITCH/SWALE
- - - - - -
EXISTING TOP OF DITCH BANK
PROPOSED BASIN EDGE
o� o
EXISTING SANITARY CLEANOUT
N
PROPOSED SANITARY VALVE
•
PROPOSED SANITARY CLEANOUT
SS
PROPOSED SANITARY SEWER
�■ FM
PROPOSED FORCEMAIN
�j
EXISTING FIRE HYDRANT
❑
EXISTING WATER METER
�a
EXISTING WATER VALVE
EXISTING WATERLINE
W
HANDICAP PARKING
SIGNAGE
4) k+
TRAFFIC FLOW ARROWS
-
WHEELSTOPS
SF
SILT FENCE
LIMITS OF DISTURBANCE
VICINITY MAP
NITS
PRELIMINARY ONLY
NO"T"' FOR
oi� I �- � � Nce 0 NED-' �` T R U C T 10 N
4 I
N/1= ,
WAVES VILLiAC-ACAPPROXIMATE LOCATION I °
GONPOMINILN UNIT- OWNEF6 OF 5' SIDEWALK
U/O 6, Pe. -��4 (UNDER CONSTRUCTION) ' d
P15. 1,5u, po. U!5 EX. 6" DIA. I . .
VEGETATED 67A6 'FAN( BERM TO ROUND CM
FILTER VEGETATED r'" ��� ELEV. = 6.5' 6" DEEP . . . z-
RETAINING WALL/ 1 OVERLOW
LIMITS OF DISTURBANCE 651-
d
nq�
115.16r " REBAR 350.00
e-:
77
77/
N� i q
PROPOSED
BULKHEAD
�per
E
�J
c:
Q
�
J
U
0
(A
c:
(1)
/ (n
E
W
m
0 > a
p U (V J 0
J 6 O p_
S6
00 0
.0 (� N N CO N z L.. N a O
01
N m z "I' �, N O N Q N
< 0) v to c °g Z
d' _ Lo N U E N "0
� N
Elm o
Q)Ln0�� 33 2< mco a
Q C Y au- 3 U F o a L
E#
Z
O
z
U
W
0
W
Q
0
O
Z
Q
Z
J
0
U
2
0
z
z
v
0
U
w
0
N
W
V /
O ®
Cn
Z
M
O
Lo
r
v
<
Q
Z
Z
_
N
Y
w
Z
0
M
O
CV
to
O
z
W
(n
7)
U
`1
O
O
CO
00
O
LLI
W
Z
Z
W
lal
of
U
Q
0
0
to
0
0
U
Li
SCALE:
1 " = 20C201
1110.0m
y