SW7110108_APPROVED PLANS_20110603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW `Z��D�DS(
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
(❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SOIL EROSION & SEDIlIIENTATION CONTROL PLAN NOTES: / / e/ ' (g
/ / // 11 1. PROPERTY OWNERS: THE CURRITUCK ASSOCIATES
SOIL EROSION & SEDIMENT CONTROL PLAN NOTES; ,-: .... : / RESIDENTIAL PARTNERSHIP
a.) AREA TO BE DISTURBED: ±354,849 sq.ft. - t8.15 cc. / _ ::::::::I::: I::::::. =` - ' PARCEL#-.126G-000-OOOD-0000 c/o BODDIE-NOELL ENTERPRISES
b. PROVIDE A GROUNDCOVER TEMPORARY OR PERMANENT ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION ;,.'"END RETAINING x II PIN 9944-04-5916 PO BOX 1908
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 N,F / ..^.QS : :.:. (To 012s) '/eI / ° j1 P.C. "I", SL. 354-355 ROCKY MOUNT, NC 27802
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. IF SAID ACT1'JITIES OCCUR OCEANSAW5 / IS, W�::::::.;,: e/ / �y26„��rj' (252)-937-2000
OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS S'/BDIV15/ON :' ¢6 F,�; �P\-:.:. • / / % 11�:
SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT PG 4, P6 63 65 / ' .: �? G .��' 0i l I.: / / THE CURRITUCK ASSOCIATES -
VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING / ."-.:: �65 O�f.�-::;-' PARCEL#: 0117-000-OO1H-0000 GOLF COURSE PARTNERSHIP
SPEC'S ON THIS SHEET. / , ��/ PIN : 9944-04-6306 c/o BODDIE-NOELL ENTERPRISES
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE .+ �1 / � / 9934-88-6211 PO BOX 1908
PROJECT SITE, ADDITIONAL SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT \'::::::':, / °::I'::::::I:I:I.::'Q:. /e D.B 363, PG. 478 ROCKY MOUNT, NO 27802
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET. :::::, / / „ D.B. 481, PG. 223 252 -937-2000
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT t I . I . ; G p /
CONTROLS ARE ESTABLISHED. II � ' � I � • / / / / AVF 2. APPLICANT/FINANCIALLY RESPONSIBLE PARTY:
. • " / GLRRITLGK A55lKlATION
e.) CONSTRUCTION SCHEDULE: - / •• •'''-'\ •:1 / / RESIDEM7ALP4RngR5/gp THE CURRITUCK ASSOCIATES
j.'.'.'.'_ / /
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. tT ^A^, sL vsa / ' . • ' ' ' e / , / �\ DB 363, P6 457 RESIDENTIAL PARTNERSHIP
"`" / `\,, c o BODDIE-NOELL ENTERPRISES
2) FLAG AND/OR ROUGH STAKE WORK LIMITS. / •:':•:•:•:':'.•: : :I:':':':•: :'' / DB375P659/ /
L•.'.'.'.'.•.•.•.•.•.•.'.'.'.'.:•:> / Ir.-:: PO BOX 1908
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST / / e ry 0126-OCO-0003-0000
ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES. '':':':':'I':':':':':':':'.'"' // 1 ZOAE9:LBH ROCKY MOUNT, NC 27802
,::.:.:.:.:.:.:.:.:.::::;.. ' / /
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN /I. e� � (252 -937-2000
5) COMPLETE DEMOLITION AND CLEARING &GRUBBING PROCEDURES. / / ® 4W 0 3. TOTAL PROJECT AREA: 432,705 sq.ft. - 9.93 acres
6) GRADE SITE ACCORDING TO PLAN .''. ':' I' . • I • I , I' I' I / /
7 ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED ---;'.•........ I:I;I;I '-''' - '
_ ... _ ..... • I. _ . • . • /j _ 4. BOUNDARY & TOPOGRAPHIC DATA BASED ON SURVEYS BY QUIBLE & ASSOCIATES, P.C..
REPAIRS WILL BE MADE IMMEDIATELY. ,: / \
8) CONTACT PERSON: MICHAEL CHERRY -THE CURRITUCK ASSOCIATES RESIDENTIAL PARTNERSHIP (252)-267-6677 / / /p/i / \\ `'` 10. NO WETLANDS LOCATED ON PARCELS.
/ / // \ �_� 11. PROPERTY IS LOCATED IN F.I.R.M. SHADED "X", "AE" (10') & "AE" (5')
/ / / /e/ / /f % � t`� \ �`\�� PFLOOD ZONES ARE SU J/16ECT 05)TO CHANGE88
/ / '!!:':.'.I.I.I...::::•''.- /ems / -.. - \ �\ \ -USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS SUBSTANTIALLY
/ / / . �'" \\ \ \\ I/ t(;f"1 / \ `` -NOTE TORESTRICLOT OWNERS &D BY R 6 OF BUILDERS: PER CUTUCK COUNTY U.D.O.
RRITUCK TUCK COUNTY PLANNING
/ / / / /p/ _ - _ _: ®' / "'•s �` ! 'L l p Oxl � , - , S/- DEPT., ALL FINISHED FLOOR ELEVATIONS SHALL BE MINIMUM 18" ABOVE
-I. .....::::::::::::.::::;I- / / - I F -- 6 B.F.E.
/-'r''''M1'''''''•'•'•'•' ='O EX GRADEING /p/ '{ ' jl 3 n,� I ! as
. .
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/ / • . • a / /.. \ t•a Ir / w &/f 12. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD '88.
r
.� '.'.:::.•.•.•.•.•.•.•.•.'.;:'TOP RETAINING '( c.,
WALL O 125' !
/ / I - JLN/ /o� — / o O 13. MINIMUM BUILDING SETBACKS: FRONT - 20
/ s /e tom' %� \ / ,z SIDE - 15'
/ / ;;:.I. ji / l)i �1- � // \\\ II // T?t SIDE (ST.)- 20'
/ /I? _ / i � Ui REAR - 25'
FND RETNNING �L /"
/ / / :��:%`/O 01aQT // _ _ ;qv' I q•' \1 y� \ / I // ""t 14. DRAINAGE &UTILITY EASEMENTS: FRONT - 20'
//_ - ` --- 43�' I.I F= Z SIDE - 10'
-f - Li( I / ; N,' w J SIDE (ST.)- 20'
--12- - Y�/
.t / �.1. J I - i h'y1 Iffip
REAR - 20'
/ ,.�•' _ - --/ - /'t'' •-,.,r_.,:.e �.-0"�1IAI I�1_ ' I ( �..�" mrI �G1/RRITLOKASSCGIATES
/ � � � " " , // -'L' - � '_\ _ iI , ' � C� � / LP GO'dFSE PAR7A�R5FllP
4_ _ - v - _ 1 / 'y `ry i. Z ; DB 363, P6 478
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1 \ IIII ERMANEN7 VE ET T G A ION ERR
- -_ _ E _ T MPORARY !,, ' I VEGET - ATION
/i ,
/ --iu /,
/ 1
/ IN 1 ',/r I 1 SEED G DA APRI PT
P, :' 7': a i PROPOSED RELOCATION OF GOLi TES: L SE 30 SEEDING DATES: OCT. 1 -
- _ - ��... _ / , ,'/ , ;. ', MARCH 31
' .J / (' / ,'' / Y I l \ CART PATH Km \•
/ i
/ ��. O \ SEED MIXTURE APPLICATION RATES ACRE /--'' -f )' ' SEED MI%TURF / APPUCATI N - '' % / \ 0 RATES ACRE - "'`R w a
- o / % /
- _ it � I Il \
/ A ;% i
_-/e ''f , `y' r' " '�`� - _ _ _ .( \ (� ' / , /f / ! / ' Q , , —II BAHIA 30 L85. RYE GRAIN 175 LBS.
/'i,' / / kl,- / - - _ \ / % '/ ! , _- I '--`�:.. \ Vim- ' COMMON ' " „� - _ �.'- ; BERMUDA 50 LBS.
i / p / 0 _ _ - /8-, \ / ,r' / ,; `\ lL (uNHULLED) FFRnI nFR
"/ 10-10-10 O 750 LB ACRE
_�- " / -� _ �,%/' �_ , •'! j_..r'. I _ /, /' 1.¢- - �I/:.: \ GERMAN MILLET 15 LBS.
jam' ; / ; i° G _ % _ .F.r Y9 6t it /, / / / ` Y I / :�' uMlTs OF LAND FESCUE','
�,,1_-_" _I-I:._I _-�, Iv1_,__-_ I- - . �5,I 6 - I II 1Tx I .. IrII ,,��..: - -,: -II.-I-y __�,I I -, ", -I I1I-II II./I IlII-,"-I II-0 �- -. II -I -- I I: I -1�: .,,,-" I-I/'.",1� , 1-I-1/,I 1II ,, ;'--1 I 1� ""I , ,/- /- -IN'II /_-/I I_- , -,I II -1_,I- IV," , II_:
/ , {' _- _ DISTURBING AC11VIn 20 LBS.
', I - '�' 'hi'n/'-I..; -'' - ..w"' \ I /.'/ ' /. ,',I / ,c ' y 1 APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY
j _ / \\, \�, \9j'\ /\/p , ' / \ •- • 1 ', •\ I s 'S ,, = v' / , / / ; ' / ,OA.. — 0-10-10 O 500 LB/ACRE TACKING WITH ASPHALT, NETTING OR A MULCH
i •% , r 1 - Qt a' / �p 1 ANCHORING TOOL A DISK WITH BLADES SET NEARLY
. ��;/` ,' % 7 r ',\,_- c- " - `- ` /Q \ ,' ` /} 1 F ! v/ ',''/, ',', /' / L.3- .._ 1 _ ENDS LT MULCH CH STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
\ j / / / \'>� N' I I \ 1 , - ', / / ','/ ,, / \-_ - ` _ _ _ _ — ROIG LF APPLY 4000 LB/ACRE STi A' ANCHOR STRAW BY TACKING WITH ASPHALT,
j , \ _ _ , - NETTING. OR A MULCH AN( ' "' TOOL A DISK WITH BLADES SET NEARLY
'`: j / / `-!P/'" - �,, _ \ -- / /1'I S /, /' "' '/,',' , / / / \ \ - STRAIGHT CAN BE USED A' I H ANCHORING TOOL
// / /p, ; /`/ /1/� - 'a, f/•"- `w _ _- _ ` /, ,(/ , [ ,'� ,J `. vX, 1 BEGIN
_ \/� f /
1; ", ; - , — _ _/7- - : _ : r . ' 6\ W 4 _ _ ' FENGE C ,_, FOAL SEEDING SPECIFICATIONS
/ f - _ _ \\ 6- ` oMsn�iReNc wD, n ~ ; ! /' \�'` / / /��
1'-'' 3'-O a' 0" t �/� ' I 1' \ :\ / Np° *0 ^RDNGBTD AREAS SHALL BE SEEDED AND MULCHED
f , far {F / _ �'" \ O THE FOLLOWING SPECIFICATIONS:
_ ,J/ _ �p p // '-'­ / I ETAINING WALL
\,N ��\�\ _f _ _ _/,.,, z, ,J \ . _ _ J. _ t 1 tl :I j \ \ .`u `'V'0.+j // -/may" _ \�`\/ ry PROPOSED
_ Xti � `/}- _ t:'' - - _./ LL' F 1. - `7- '9rL'iC" �1LYJ�.,FL... ' / / `� \I
\\-.` I ` .✓ 1r/, _ � •1� _ _ _I_ I _ - _ _ _ \� ,,CO -r ,, /` � \ � /_' - -` '\\,-) TOPSIO Y ABOVE EX. GRADE
` \ `�\'a�� �/" t = �•-� d r°H' - t CC , I I - _ - _ "+. , ', ' 'L '/,' - _ `'• , \ 77TO1 O 18.0'
\ •\ \ i'i' / , =_ _ : / _ " \ ,�, (' 1 ' _ _ _ _ _ , , 1 +' _,. ( ,�_s ;. \`, / \fj'� \ \ "' _ _ -� `,\'+ ",,::
I
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-
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' '� FIN 4 BUILDING PADS AND LOT F
GRADING TO BE
/ . \ , /40'A'/ ` \. / /// �:: • . PE 'OFMED SUCH THAT RUNOFF FROM ALL DEVELOPED
\ \�, _ '\�J' / I ; / � -- _ - _ I ! �- ry / - • t % , I' 1' "I / /' \ /, % // , � r� - - / "II. " ��,.,`\ • ,"\ \ ,� AR AS G EACH INOINDU41 LOT Y."LL ROW TO THE
% , \ I �7 P \ '\ RO.7WAY OR TO THE REAR OF THE LOT. FINAL LOT
\ J 4'- / , / , / / /�' \ �PJ _ _ Q/, \ �' ,� _ N T &-- \\".,','\ \ GR'DING SHALL BE PERFORMED SUCH THAT RUNOFF
..) (, THE GUZRITLeK A55GG/AYES I -lP , / I , , ` \\ VAL NOT BE ALLOWED TO FLOW TO ADJOINING LOTS
1 /\y / 60LF GCrRSE PAR7TffR5HlP Y // // 16--- ! may`\` -` %21: I g l6 Q ` ;"\ OR TO THE NC 12 RIGHT-OF-WAY.
- l I�tj-,,,',mil ' DB363,P6476 ,`/,' _ / ¢, ` - V, ♦ / \' r /' / ', �_ / : N\\
' / .1�q GB 48/, P6 223 / / _ `►..Aa' \ j j / / - - I` r. , I
I I \ , / I I 0117-000-000.00L / i' /,I / r �' -ls- '' , _ _ _ �•` �L / \ \ '1 \O, '� j ;.// , i' ' , / _ ,� _ _ `' I -� _ - _ _ - _ \\ \ "
, I ,, I �.' ' /, ZOAIED: ROl/P7D OVERLAY l / / -14- _ /I, ' \\,� /X/ !�4 �. : _ �\ z 1 /` 1"t V ,I �'' y' ; , ; , - %, , � 1 \ -I � - _ _ - - - - - - - - \ �` �
'1,u �` BEGIN SILT , � , - ! "- N_ I - _ ' _ _ _ ` \ •_ - -I -I6 _ - _ - _ - - - - _ _ �_ - _-_ _ 44 (J \D ' I, !'' /// N _ ? f_ _' - - _\`,._ _ _ -28\ 'ry \ � I ,
/ - _' -_YZ 1 \-'-__'_ '- - 1TI8-=="_--- - - - ^s. `. \`.,�" 9 �. _.. ! I 'I''`ll '`�?'. ?gt\-� I a ..�,I- `F-`- _ . / ',�'J'
- \ -J 0_----_: 4f.1' r �o "\" iii- r / / \ 1
FINAL BUILDING PADS AND LOT FINE GRADING TO BE - - ,i _`_ �_-- / _ - �'\n�' _ _ _ - _ _ _ _ - - - - _ "" ' 'j \ _ `
PERFORMED SUCH THAT RUNOFF FP CM ALL OEYeLOPEO '/, , r - .\' _ _ _ _ _ _ _ _ \ _ _ _ _ _ _ _ zL�- - _ _ _ _ _ _ _ _ �4!Nz , //. \ \ /� ,/., ,,\ gg ' / ,(\, ' , 4.�..J �/ `"�\� \ l.,\.� I
RE H IN IVI T Wi OW TO THE - _ �` -" - \. _ _ - - 1.,h'+,. \. � _i' ,\\' _ _S -� ,�• '�``' • _, ,- 1 J-*. '�'.r r%
A SAS OF EAC 0 DUAL LO LL FL i ,(� I , _ - _ _ _ - - " _ _ _ _ -- -• _ _ _ ``\,` ; - _ , / ' _ _ - - "
ROADWAY OR TO THE REAR OF TIE LOT. FINAL LOT - - - - '.- - - _ _ - - - - - - -
-b _
_ \ 2
/ / 7-
- -<= .0
GRAB N, SHALL BE ERr ORMED SUCH THAT RJ 0 / - - - - - �/' - /
- _ / y5
YfLL NOT BE A,.LO5E0 TO ROVl O ADJtl,Ni G LOTS - - - -Z°
CI( i0 THE NC 12 RIGHT-OF-WAY. _ _ _ - _ - - _ `� - - - - _ - � \ -', -_4- _ _ _ _ _ _ - - ^"``� "----- _ -
/ `+r/ / ' - _ - - - "� - - - - ' -� - _ " ./ - - - , -^ -_ - - - _ /qrp - a I ., INl _.Z-r p. N / T
X,• .�• I , \ / - " �- - ''i — — _ _ -I 'G� lu.'.:, - - - - ' __- - ' • +- "4S` / J °✓I If':k�Z'- i' A I
// °l"?" �I-- \'` "yam =F- --i L--- i \'' - C�',•` ON I/ - ass Fl:'7.7• - r '/
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LEGEND
T''7.' ,T
'•'• • .' EXISTING ASPHALT PAVEMENT
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.
EXISTING 404 WETLANDS
L M J EX. UTILITY POLE
,,_, EX. FIRE HYDRANT
j EX. WATER VALVE
_,...__: EXISTING STORM PIPE
---- 404 WETLAND LINE
Q PROPOSED D.I.
® PROPOSED STORM MANHOLE
PROPOSED STORM PIPE
PROPOSED RIP -RAP
PROPOSED SWALE
W PROPOSED FIRE HYDRANT
® PROPOSED SANITARY SEWER MANHOLE
- -JO- - EXISTING CONTOUR
—9.0— PROPOSED CONTOUR
/ - X PROPOSED SILT FENCE
PROPOSED INLET PROTECTION
—LD® PROPOSED LIMITS OF DISTURBANCE
{} PROPOS LIGHT
DRAWING Fl2E1 P92009 PH8A-BASE
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/ / / ../,v ,t,' `\•' \� DEVSO�`N'irn IPANY, IiC� 11 r" to RETAINING WALL END AILt \ ' _ \ ® .Y' / , '% !, If-
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,'/` m ' - _ < I' I ' DB 4� P6,72'% - _ -I I 1 i p (DESIGN BY OTHERS) i 342E \ , \ I �.. : { / ' "I
r /-' / i, / ' \` 12 I F r-A I m 9 TOP 1.0' ABOVE E%ISRNG GRADE ' ,, \,', \t - I,O Y /'
r / / `"' I \ 1I BOTTOM O PROPOSED GRADES SHOWN . t i"'
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ASE 3 LOTS 67 363
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L \ C♦ \" ` '` +a: ^'/'' /� ,ry ',, • `' ANCE/O0T -� ',� P TO REMAIN ,l„ " PG F, SL 17q I
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NOTE: :: _ ,",.I". ,*.I.
\ /r --,�1 \ /. : \\ /�! APPROVEMI D oIi
I THE DATA GIVEN ON THESE PLANS IS BELIEVED : > i BEFORE YOU DIG 1 / c r ' `t ' \ v ' ' • .... I ' , ' . ; / `' '%- 6 A \ . `
TO BE ACCURATE BUT THE ACCURACY IS NOT S 4� \ / ! \ A{AA�AGEME TErjuLRZNMENTAL \,
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE i h GRAPHIC SCALE \., / \' • , °\ / , r ` \ ' 9,VA$KNdOF WAr ' �,/
I • t' E ,OUA, TY
V RIFYING ALL LEVELS LOCATIONS TYPES �3 CALL TOLL FREE \ K s -
FOR E
•_
50' /
• :r _
2s• 0 100'
AND DIMENSIONS OF THE EXISTING UTILITIES ±�' .5' - ';_ ",' 1.
. �. --
PRIOR TO CONSTRUCTION. IF A DISCREPANCY 1 / - r • %' ?JI:'
IS FOUND WORK SHALL CEASE AND THE ENGINEER 1��-832-�� /' -~
�4, ).
• `' S ."fI Ins
E NORTH CAROLINA I
NOTIFIED. WORK MAY CONflNUE UPON ENGINE RS
$ r
ONE CALL
N-
IN PEE -
T
CE TO PROCEED. ( NOfl )
/
�� _ 1, ',5' / /
1 inch - 50 ft. /, I / /
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,'/` m ' - _ < I' I ' DB 4� P6,72'% - _ -I I 1 i p (DESIGN BY OTHERS) i 342E \ , \ I �.. : { / ' "I
r /-' / i, / ' \` 12 I F r-A I m 9 TOP 1.0' ABOVE E%ISRNG GRADE ' ,, \,', \t - I,O Y /'
r / / `"' I \ 1I BOTTOM O PROPOSED GRADES SHOWN . t i"'
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\ /r --,�1 \ /. : \\ /�! APPROVEMI D oIi
I THE DATA GIVEN ON THESE PLANS IS BELIEVED : > i BEFORE YOU DIG 1 / c r ' `t ' \ v ' ' • .... I ' , ' . ; / `' '%- 6 A \ . `
TO BE ACCURATE BUT THE ACCURACY IS NOT S 4� \ / ! \ A{AA�AGEME TErjuLRZNMENTAL \,
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE i h GRAPHIC SCALE \., / \' • , °\ / , r ` \ ' 9,VA$KNdOF WAr ' �,/
I • t' E ,OUA, TY
V RIFYING ALL LEVELS LOCATIONS TYPES �3 CALL TOLL FREE \ K s -
FOR E
•_
50' /
• :r _
2s• 0 100'
AND DIMENSIONS OF THE EXISTING UTILITIES ±�' .5' - ';_ ",' 1.
. �. --
PRIOR TO CONSTRUCTION. IF A DISCREPANCY 1 / - r • %' ?JI:'
IS FOUND WORK SHALL CEASE AND THE ENGINEER 1��-832-�� /' -~
�4, ).
• `' S ."fI Ins
E NORTH CAROLINA I
NOTIFIED. WORK MAY CONflNUE UPON ENGINE RS
$ r
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COMMISSION NO.
P92009
DESIGNED BY
DAD
DRAVIN BY
OTHERS TAS
CHECKED BY
DAD
ISSUE DATE
11 23 10
SHEET NO.

ooinv nnoi��r
R/W
20' LITILETY &
DRA NAGS
Fil4EMENT
PLAN
WITH COPING REMOVED
Y
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SECTION X-X
MINIMUM DIMENSIONS AND
QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS OF BOX AND PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
HEIGHT
D
A
B
C
G
MIN H1
12"
3'-0"
2'-2"
2'-3"
15"
3'-0"
2'-2"
2'-6"
18"
3'— 0"
2'-2"
2'—loll
3'-2"
HEIGHT OF BOXES VARY
SEE DRAWING SHEET C3
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
4"x8"x16" IRON WORKS
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE &FRAME BRICK COPING
ME
I
ME
:I
.IMM1
I�
I
SECTION Y-Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE SHEET C3
NC DOT 840.15
*20' DRAINAGE &
UTILITY EASEMENT
Z'
—�
I
25' M.B.L. I
01
wl
Ila
Iw
�I�
III
7�
43
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Ad
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—III
III
III
o
H 20' M.B.L_ 1� o
*20' DRAINAGE, UTILITY
PEDESTRIAN & SIDEWALK
EASEMENT
FRONT
TYPICAL LOT
SETBACKS & EASEMENTS
*STORMWATER PERMIT MAY REQUIRE
LARGER DRAINAGE EASEMENTS
10'
20• UTILITY &
DRAINAGE
EASEMENT
COVER VARIES
r3.1
.�, 3 OVER
SEWER LINE oWATERUNE 1'1' J mF FORCEMAIN PREPARED, GRADED & COMPACTED SUBGRADES
LL1' SF9.SA ASPHALT (APPLIED O IATER DATE) 3• N.C. POWER CONDUIT
2' 1190 ASPHALT BINDER E SCH 40 P.V.C. (SEE
5' AGGREGATE BASE COURSE PLAN FOR LOCATION)
2' CURB & GUTTER FURNISHED AND LOCATED
BY N.C. POWER
SUBDIVISION ROAD CROSS SECTION
N.T.S.
1. CONTRACTOR TO INSURE THAT WATERMAIN IS INSTALLED
SO AS TO MAINTAIN LEAST 36' COVER FROM FINISH GRADE
OF SIDE SLOPES & SWALES. WATERLINE TO BE INSTALLED
3' BEHIND BACK OF CURB OR CONCRETE SIDEWALK,
WHICHEVER IS GREATER
2. CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL
RECOMMENDATIONS FOR CONSTRUCTION OF ROADWAYS
DEPICTED ON THESE PLANS.
PLAN
WITH COPING REMOVED
29-1/4" SQUARE FRAME 24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN IRON
4"xB'06" WORKS V-5622-80.
SPICK COPING SOLID BLOCK ADA PEDESTRIAN
(TYPICAL) �\ SAFE GRATE &
FRAME
a a
24' 24
N N
~ w
w
(n N
w
V) W
j
m CONCRETE BASE '` m " CONCRETE BASE .:
SECTION X-X SECTION Y-Y
JUNCTION BOX DETAIL
HEIGHT OF BOXES VARY SEE SHEET 2
1 5/8' -I
1 15/32•
G
2'-3 1/4'
V-7 5 8•
1• DEPRESSION SECTION-GG I
2'-3 1/4'
2'
— H
rt 5/8'
G
J
H-20 LOAD BEARING
BRICK COPING
F�
JL -j
II— PLANN FRAME
RAME I
—I CAST
IRON
3'-1 3/4"
2 1/8
V-6'
1/8•
SECTION-EE 1"
1/8-
i 3/16.--I I-- I 2" J 2 1/8'—{II'2'-1 3/4 —�I 2 1/8'
SECITIION-HH I I 2•_g• I�
SECTION -
STANDARD DROP INLET FRAME & GRATE
N.T.S.
106' DIAMETER CLEAR ZONE
NO UGHTS,FIRE HYDRANTS OR LANDSCAPING OIEit 18' HIGH
100' WIDE PRIVATE RIGHT--OF-WAY
50' 50'
97' DIAMETER 1.5, 3.6
20014C. 24' DIAMETER YCONC
i C8G SURFACE r 20' DI�f1ElER --, 34.SURFACE'
LINE/
I 5'
SEWER UNE I S 1
2' CONCRETE 2' GONG.
PREPARED.GRADED & COMPACTED SUBGRADES
1' SF9.5A ASPHALT (APPLIED O LATER PATE)
2. 119B ASPHALT BINDER
5' AGGREGATE RASE COURSE
2' WIDE CONC. ROLLED CURB & GUTTER
CUL—DE—SAC ROAD CROSS SECTION
N.T.S.
1. CONTRACTOR TO INSURE THAT WATERMAIN IS INSTALLED
SO AS TO MAINTAIN LEAST 36' COVER FROM FINISH GRADE
OF SIDE SLOPES & SWALES
2. CONTRACTOR SHALL FOLLOW THE GEOTECHNICAL
RECOMMENDATIONS FOR CONSTRUCTION OF ROADWAYS
DEPICTED ON THESE PLANS.
43' -I
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A -A
11 6 3
m 3
11
n
6' 6
3'-0'
3 1/2• 3 1/2'
SECTION K-K
K
L
ALIGN FRAM7MTHINSIDE WALL SECTION
EDGE OF WAW I
I� 6' FBRI VERTICAL ADJ ISTMENT 6• �{
SECTION R-R
J
9-11
z' F-
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a 6'
1 1/2• 2'-0" 8• 1 1/2-
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3/4" 0 n 3/�
R
tom--- 2'-11 1/2• 1 6'
HOOD ELEVATION
EI (�AI4N
FRAME. GRATE & HOOD
N.T.S.
(REWIRED FOR DROP INLET IN CURB & GUTTER)
>' j T
L
z 1/8—f--f—
SECTION L-L
1.
II
SECTION P-P
2' CONCRETE
MOUNTABLE CURB &
GUTTER
NTS
MODIFIED NCDOT STANDARD 80.01
2CONCRETE
MOUNTABLE CURB &
SPILL GUTTER
NTS
MODIFIED NCDOT STANDARD 848.01
SWALE TO BE SEDED ESTABLISH NEW DITCH INVERT
IN ACCORDANCE WITH r
GENERAL SEEDIIG /
SPECIFICATIONS
N.T.S.
3'�A MPX�
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COMMISSION NO.
P92009
DESIGNED BY
DAD
DRAWN BY
OTHERS TAS
CHECKED BY
DAD
ISSUE DATE
11 23 10
SHEET N0.
DRAWING FILE: P92009-PHSA-BASE
PLOT SCALE: 1:50

10' TOP OF BERM
MOTH (TYPICAL)
10' WIDE
VEGETATIVE SHELF
REFERENCE
NARRATIVE FOR
PLANT TYPES
AND SPACING
.. r
REFERENCE STORMWATER
MANAGEMENT PLAN
NARRATIVE FOR PLANT TYPES.
LEGEND LOCATION AND SPACING.
RUSHES. SAWGRASS.
OR WATER MILLET
WET POND SECTION A -A
HORIZONTAL 1'-50'
VERTICAL 1'=10'
WET POND SECTION 9-9
HORIZONTAL 1'-50'
VERTICAL 1'-IW
DRAWING FILE: P92009—PHSA—BASE
PLOT SCALE: 1:50
VEGETATED
FOREBAY
WALL
6:1 SLOPE
VEGETATED
FOREBAY
WALL
6:1 SLOPE
'vopt
10' WIDE
TEMPORARY POOL
3:1 MAX. SLOPE
VEGETATE AS PER
THE GENERAL
CFFMNa CPFMPr.ATIDNR
PLANT SPECIES
COMMON NAME
SPACING
LOCATION
Sdw oplmtua
tabamawnantmi
SOFTSTEM BULRUSH
2' O.C.
BELOW (W/IN 1 FOOT) PERM, POOL
Jonas eftma
COMMON RUSH
2' O.C.
BELOW (W/N 1 FOOT) PERM. POOL
CIeelum \pp.
SAWGRASS
Y O.C.
BELOW (W/IN 1 FOOT) PERM. POOL
Dzonlopals mATaoae
WATER MILLET
2' O.C.
BELOW (WAN 1 FOOT) PERM. POOL
NOTES
THREE ROWS OF PLANTINGS ARE PROPOSED; TWO ROWS OF RUSHES, SAWGRASS OR WATER
MILLET (MIXTURE) TO BE LOCATED ON THE VEGETATED SHELF WITHIN THE PERMANENT POOL
WATERLINE 10:1 SHE1F)A MINIMUM OF THREE SPECIES SHALL BE PROVIDED.
,N
SUBSTITUTIONS ALLOWED PROVIDED SUBSTITUTE PLANT IS IN ACCORDANCE WITH THE
NCOENR STORMWATER BMP MANUAL, CHAPTER G AND CHAPTER 9 REQUIREMENTS ALL
SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER
PERMANENT VEGETATION
SEEDING DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LES.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLET 15 LBS.
FESCUE 20 LBS.
FERTILIZE
26-13-13 0 500 LB/ACRE
j� 10'
do = PIPE DIA PLAN
NOTES:
SEE APPROPRIATE OUTLET NOTE FOR DIMENSIONS
— A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
CLASS A NCDOT
EROSION CONTROL STONE
1.5' DEEP
6'
RIP -RAP OUTLET DETAIL
x.rs.
TEMPORARY VEGETATION
SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FERTILIZER
10-10-10 0 1000 LB/ACRE
CLASS A NCDOT
EROSION CONTROL STONE
at
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL:
- FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
- MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PUNTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING SPECIFICATIONS
HIGH STRENGTH SYNTHETIC
FILTER FABRIC(TYP)
Vq
SPgCH) C
=�R'E�IIC
A I
_„CL) STONE
L—EXTEND FILTER FABRIC TO
LINE TRENCH (ALL SIDES)
COMPACTED FILL TRENCH
(4' WIDE x B' DEEP)
GRAVEL CONSTRUCTION
ENTRANCE/EXIT DETAIL
N.T.S
SEDIMENT POOL
NCDCT STANDARD #57 ITIRE SCREEN
DEWATERING
1' MIN
2' MAX
•• •i-•l•Y.���
STORM DRAINAGE
STRUCTURE W/GRATE
INLE' PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITHTHE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANIAL, (LATEST EDITION) SECTION 6.52.
INLE" PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARIINLETS AND ANY OTHER STORMWATER COLLECTION INLET.
INLET PROTECTION
N.T.S
7
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COMMISSION NO.
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DESIGNED BY
DAD
DRAWN BY
OTHERS TAS
CHECKED BY
DAD
ISSUE DATE
11/23/10
aIC
___. __ l',- ..;ri7 lr ..✓. "":7.'aT :i ... _�'.r. -�T:--a r..—.- +_'_.: =t. ,." r.. al•r.':

- __ . _ _ __ ___ .
✓ -
1�P`RERTv OWNERS: TI+e CURRITUCK ASSOCIATES % > `'` -f' LEGEND
RESIDENTIAL PARTNERSHIP / . /p
PARCEL 128E-D04 00�-0000 c/o BODDIE=NOELL ENTERPRISES, INC � / .r
PIN k 994+-D4 69/8 PO BOX 1908 ✓ �' ' ,-3 f S7##G ASPHALT PAVEMENT
P.C. "I", SL 354•-355 ROCKY MOUNT, NC 27802 �.�' ✓ r r, ' I r +
(2s2)-937—z000NIFE �"" �"°`°' ED
Er9snNc 404 r�s
:: '"
OCI
THE CURRITUCK ASSOCIATES- i ✓ % IMPROVEMENTS TO BE REMOVED
PARCELS 0117 040 OO1H 000O GOLF COURSE PARTNERSHIP "1 . st Asa f1r �666- "1' I. = ' _✓ /
.'
ll
PIN#s: 9944-04-6306 c/o BODDIE-NOELL ENTERPRISES, INC ,i
9934 BB-6211 PO BOX 1908 ` �' ' E7L UTILITY
D.B 363, PG. 478 ROCKY MOUNT, NC 27802 ✓ ✓ r .' ��
D.B. 481, PG. 223 (252}-937-2000 : `I rI :; ✓ , ; II si EX IRON PIPE
2, APPLICANT/FTNANCIALLY RESPONSIBLE PARTY: I .�'� / -
r /' '� ' ! �,{ NF O EX. CONC. MOW
THE CURRITUCK ASSOCIATES �'' ./ ✓ Jh7fSL PAPTtH
RESIDENTIAL PARTNERSHIP 7 + ` 4570 DL IRON ROD
c% BDDDIE-NI LL ENTERPRISES, INC � s . . / ✓ / / 4 \ DB 3_* CALCULATED POINT
PO BOX 190E ✓ '
ROCKY MOUNT, NC 27802 f ' 0124 GMx3 l
(252)-937--2000 / t �;'. '' « _y _- ✓ \\ r ZOI :ILiY �' EX PK NAIL
3. TOTAL PROJECT AREA. 432,705 sq.ft, - 9.93 acres '' i I ' I'y/ x + - r
✓ _ EX FIRE H
4. BOUNDARY & TOPOGRAPHIC DATA BASED GXI SURVEYS BY OUIBLE do ASSOCIATES, P.C.. t \a
HYDRANT
I 1 EX, WATER VALVE
10, N0 WETLANDS LOCATED ON PARCELS ° I r ' F s'Pi /h\ \ ✓ice t ®''°
✓' _ _
11
11. PROPERTY IS LOCATED 9J F.LR.M SHADED "X". SAE' (1D') Sk AE" (5') r ✓ - ✓ EXISTING STORM PIPE
PANEL p3720994400J (12/16/05) NAVD '88 _.. : ; •' '' �j� ` I y' � r + 404 WETLAND LINE
-FL006 ZONES ARE SUBJECT TO CHANCE f -: ,�.
-USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS SUBSTANTIALLY A �. E%I CONTOUR (NAVD }
RESTRICTED BY CHAPTER 8 OF THE CURRITUCK COUNTY U.D.O. ✓ �� .'' ✓ �.
✓ ,f • !. . - ,. •,...
-NOTE TO LOT OWNERS Qc $UILOERS: PER CURRITUCK COUNTY PLANNING I
DEPT., ALL FINISHED FLOOR ELEVATIONS SHALL BE MINIMUM 18' ABOVE : 'y° ~ � '� SEYi£R
� STING R A
- - �Il L EXlST1NG SANITARY
B.F.E.✓ ' , �;,.- ✓ . ,, m .� ,' > 9 �_aF• . ,. LINE MATH MANHOLE
✓ �.. ;:Q/j I I , I I. I r 6( •.� (SIZE AS LABEL)
12. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD '88. / r 1 ' EXISTING GMF CART PATH TO BE � I EX t ,.. AS
a
-' I a ✓- WATER MAIN
✓ : RELOCATED (SEE GRADING PLAN) , EXISTING
LABEL)
/ /�
13. MINIMUM BUILDING SETBACKS: FRONT - 15 �/ - - ,- // �,�
SIDE - 15' -9 EXISTING FACE MAIN
SIDE (sT.) 2a' � �' (SIZE AS LABEL)
REAR 25' j .// - £; y r `\ °- NG S WATER INLET
» {{ _
14. DRAINAGE & UTILITY EASEMENTS: FRONT - 20'
SIDE 10' ,J•'= :-:0'""'_ —, ��K r_ IJ d' I 5�r aP< Tf]RI A�
TI
v . � 5 ,s
_ v
♦ -' r �Y�''•v
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-- 'hr. \ \ J r . ��
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r . : . - . - _12 - - _ _ "`tI to 1
r+' . _' .... ,,, ' ,
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LEGEND
ElEXISTING
ASPHALT PAVEMENT
LLj
DaSTING 404 WETLANDS
- --{
RELOCATED GOLF CART PATH
PROPOSED ASPHALT
rw
EX. UTILITY POLE
lKrN`EK
FIRE HYDRANT
EX. WATER VALVE
i•/�� r ; r, •`r 4 ,,,,. ' 1 - TOP�t2Y r
h , I8 vw.-G,5 3. TOTAL PROJECT AREA: 432,705 Sq,ft. - 9.93 Owes
s : ' ,, SSTRI ' , ,
,r Dd.�S +
r I? . R ;S z 1�a4 4. BOUNDARY & TOPOGRAPHIC DATA BASED ON SURVEYS BY QUIBLE & ASSOCIATES, P.C.,
!.. •7r MHPa N-12 'PP "�''l st'- r
�,r 18 LN.FT. Mlt.t% ! ' 1 1�� E 1 td. NO WETLANDS LOCATED ON PARCELS.
*,`, !Pi w A O t PROPERTY IS LOCATED IN F.LR.M. SHADED -X` "AE" (10') & "AE" (5')
: i *O, 8+17.41 / ` \ \y AV t GUT11as` it PANEL #37209944OOJ (12/18/05} NAVD '88
! _.'/"` at(' r -FLOOD ZONES ARE SUBJECT TO CHANGE
�/ 1
1i.2 / r "`- -USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS SUBSTANTIALLY
PROPOSED STORM MANHdE .> _4
rr 8 NK-& i _ y RESTRICTED BY (3iAPTER 8 OF THE CURRITi1CK COUNTY U.D.O.
`. 'w- -NOTE TO LOT OWNERS dt BUILDERS- PER CURRITUCK COUNTY PLANNING
/ _ '' r / IN, `_ € TF " ,,. DEPT., ALL FINISHED FLOOR ELEVATIONS SHALL BE MINIMUM 18- ABOVE
tA,1lrott4 PROPOSED STORM PIPE BEiiHPE YOU DNi ! " s 4 a i F7 '�A» 111 5GAG@7 -., S_/4 B.F.E.
. J -" !.r _ E , / 1 BN..7. , r r I i r �_
PROPOSED RIP -RAP i r eDT1DN OF �� ,po+2. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVO '88.
CALL 7GV1 tREE -,; a MNn � GRADE ff,, _ t 35 .. r}j��
III
PROPOSED SWALE � r- .. - > 1 I
1--,iJ2-4y{9 •' : -."J�O L TANK ' i� , ( II 13. MINIMUM BUILDING SETBACKS: FRONT 20
r
PROPOSED FIRE HYDRANT NORTH CAROt/NA ;. ' \WAIL s 12.V P _" , - eT� stt<r uaPE - 1ss I ttaPe = t I x SIDE - 15'
ONE CA _ ! A� UnNV�7.4" NFFE :14.0° MF.F /4MP / w` r y.• -
PROPQSED SANITARY SEWr'R MANHOLE �� j �, LNFT o 22%- \ SREAR{ - 25'
. /
_ 14. DRAINAGE & UTILITY EASEMENTS: FRONT - 20'
-s- DX NIG CONTOIXi : - Re►AaNING f � �a N
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^"°�.o^' PROPOSED CONTOUR Ir' : ai,: _ - _JJ,_ d r • _ if '�• „% a` b1NNV, 7.7 , 14FF.E. >< 14.Or ,,/ 'yf , r 'A " >
- , - `" oq ; - � _ ..` FWRa N-12 CR' > a t " ,, .' + N`F
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-t-'ti EXI$TN1G 5P0T GRADE + : :� . Y - - _ 12-- : " _ * - '« V `110, yF .� �3C 4i :-6 uO to IH,FL a a.1fi 'r _r ! 7}iG RiddNiA'K 14ri57G1R7€5
• -_- - I. --_. $ A TO - BE PERFORMED SUCH THAT RUNOFF
r< : "'' . ' ' ', - +�""'- - i// ' Iv -P OOP ( ,". " + 6OLFC. °PAR? FROM ALL DEVELOPED AREAS OF EACH GRADING
LOT WILL FLOW TO THE ROADWAY
9.0 _ _ -: - MG4Go ' , " Lp4 �T AIN TOP-tz.o � t
PROPOSED SPOT (MADE +" - ' Y - wK-+t �a 1�4 363 Fi5 478
r y - ' _ _ - " -^ �` T `' T't iz O OR TO THE REAR OF THE LOT. FINAL LOT GRADING SHALL 8E PERFORMED SUCH THAT
/� _.. N. ': =; \ 3B"R1K.sa 24'1Nv.-e.,' ; S 1 H , !Xiice#GY!lN-lXtXJ RUNOFF WILL NOT IE ALLOWED TO FLOW TO ADJOINING LOTS OR TO THE NC 12
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e! 1. PROPERTY OWNERS; THE CURRITUCK ASSOCIATES
, r ".I !P 1 RESIDENTIAL PARTNERSHIP
! 'r PARCEL#:128G-000-•COOD-0000 c/o BODDIE-NOEI_L ENTERPRISES, INC
PINS 9944-04-5918 PO BOX 1908
.+ r ` .: , ` IM GR 11 , s P.C. Y, SL, 354-355 ROCKY MOUNT, NC 27802
8,F :.%:` (TOP a mr) II., , (252)-937°-2000
lX t1A `A4t�S1. lTl : / h THE CURRITUCK ASSOCIATES-
SLHDJV& CIN i Q. _ a, ! / `x PARCEL#: 0117-000-'•O01H-C OO (`MOLE COURSE PARTNERSHIP
PO 4, PS 63•G5 � • '` i �' CONTRACTOR To GRADE SHALLOW PIN�ts 9944-04-83i c/o BOODLE-NOELL ENTERPRISES, INC
` G � SWALE ALONG PROPUM LIE 9934-88-6211 PO SOX 1905
> (8 i 90E 9UPE MAX) D.B 363, PG. 478 ROCKY MOUNT, NC 27802
` t ; :p�r .. !,. D.B. 481, PG. 223 (252)_937-2000
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1 s"t � I . r ! . , ' �. 2. APPLICANT/FINANCIALLY RESP(N+ISIBLE PARTY:
1 i . ! fit ',' C,1,1C14, lnC.KA_16CC0i7C7N THE CURRITUCK PARTNERSHIPASSOCIATES-
,;,.:,:,:
La ! ,� RESIDENTIAL PARTNERSHIP
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WITH TRANSITIONS
0 PROPOSED D.I.
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1 ®L 5 I , r ` , , , '. 2 ra -s \""` < .e` ,\ AREAS OF EACH INGf%IVA. LOT VILL FLOP TO THE
1„ a E - 1S. /_ - ( I L I I r 4 \ / 11;4..a / ' ' a / .\ \ .: , h 4 ROADWAY OR 1b THE TEAR OF THE LOL FINAL LOT
\ a, . = 1 , r _ r i , �' - A1� r" / r 1�1®. I k 0 a \ I 4/ -r . I f ` ' _ _ '�'``.e) - N \ •. 4 GRA�Gp SHALL BE PERFORMED SMON THAT RUNOFF
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ADJOINING LOP3 -
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r , ,'. r' II `. OJl'3Je fiL711i�I'.F.7 QV i , „_' x / , r , e / -..1 .. \kYj - 78"NK•rtQ'3° _ ` e. - s.... =1�t r rf `I' r, r r m " " ,,, ' • - , 4^ �� � ^,�r _ _ - ." . �' �') h CONTRACTOR TO GRADE SHALLOW
It -. r' ! tT 4-1� L a ' r s r i a .,d. , •a" y" /
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FINAL BI&DM PADS AM LOT FIE GRADING TO BE ,- _-_ 'e » . , - _ _ ••-.. /"` ,L - _ _ _ _ s . - _ ,- ^' - «. :: _ _ .- .« k•,, .E + t7.0 / > a ° I - y ._ r"
f- .... - -+ , - - a - - -_ ' ^.. ' r•- _ ., 1t m, : 1 I'lrM1. ^t` = F.E. 24.5' . , r ,' rrS• -* `
PFAFUFIED SLICED 11NT RUIWFF' FROM ALL DEVELOPED - _ _ _ .,,;_- w « . ..,. , , . - - - _ - - - - , _ _ _ _ _ - - _:•'� . . -: t MF.-Y s 7 r , _ 1NtE'tIV
.. '• ` ' ' ' , r ...- .� •� ^'_ , %x siI � ��_, 'j''"_ i r - - - _� . 3#'l"a2i +rt ,,rg
AREAS OF EACH KMYWAL LOT WLL FLOW TO THE , - „ •„ -. . - - - - ; _ _ - , , _ - _ .. _ _ _ _ _ _ .,- - - -- �..- _ - `- - e* N: #22TGP - -, r , /'s r "n ` .l - --. - &-''f `}' l ."t+
TO THE REAR OF THE LOT. FINAL LOT ' • - - ..' " -, -; - r . -,.e - . , ' '. - - ' .-- 7 _ - + `. J , - .,
RCAIWAY OR _ « - _ _ -_.. ..•• , _ _ . . .p - - - - . _ - r *7. - - - .s _ -- °.f . 2"F'..,.: ".�. ✓ ,.%"-• �... - TOP. _
FETGOF`d® SUCH THAT RUNOFF , , « _ _ .• " ._ .- . _ .. - _. u _ _ _ < - g «, .. ' - - - -.% "+- _ ' + /+ �r ,7'S"^ ' r
I
tRiikOkGG SNAG BE % r �., .. - ^ •. •. -� ' _ - ,. ,, » _ .. , . r .. - .. - - _ - ' „ .. ,v,.e� „_' _ - � - ' °1 _ 781>GY Yl.
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YALL NOT ALLOW 10 Flg1 10 s . p ' ` ` - - \
OR Tq THE NC 12 G�'FFT-OF-MAY. , 1___7 �`
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,.!SRQ= & SEDtUAWIN CQNRLAN Nozm /
II
,% /� / 1. PROPERTY OWNERS: THE CURRITUCK ASSOCIATES
SOIL EROSION A SEDIMENT CONTROL PLAN NOTES: 1 / RESIDENTIAL PARTNERSHIP
'' PARCEL 126G-000-ODOD-HOOD C/o BODDIE•-NOELL ENTERPRISES
o.} AREA TO BE DISTURBED:345,377 sq»fL. -7,93 cc. Y s
b.} PROVIDE A GROUNDCOVER {TEMPORARY OR PERMANENT) ON EKPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION 11 * `Y..1-�RETNNWD 1e PIN#: 9944-04-5916 PO BOX 1908
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDGOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 �.�`'`� ; {
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. IF SAID ACTIVITIES OCCUR *F / ,0 � '- LTa' at2s7Jl�� `` P.C. i SL. 354-355 ROCKY MOUNT, NC 27802
OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP,30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS
lR�i101! / / . 0 .•" ! / (252)937-�Od
SHALL BE FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD , AT WHICH TIME PERMANENT pG 4, P!5 4' .!a' THE CURRITUCK ASSOCIATES -
VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM, &TEMP. SEEDING ,,�
PARCELS 0117-00d-IXLTH-00O0 GOLF COURSE PARTNERSHIP
III
P _
S EC S ON THIS SHEET.
!. } iSI� P a "" PINjs: 9944-04-6306 C/o BODDiE-NOELL ENTERPRISES
c-} IF EXCE11
SSIVE WIND EROSION 4R STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE , ,! 993--88'-6211 PO BOX 1908
PROJECT SITE ADDITIONAL SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT I --. / � , 4.B 363, PG. 478 ROCKY MOUNT, NC 27802
PROPERTY, SEE SILT FENCE DETAIL ON THIS SHEET. •`
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT " i;.� �°/ ! / ' "I"~ \D.B. 481. PG. 223 (252}-937-2000
CONTROLS ARE ESTABLISHED, I/ ::T , , � ✓ / iyF
e,} CONSTRUCTION SCHEDULE; � /J
I / - «-_ t I�III
2, APPUCANT/FINANCIA RESPONSIBLE PARTY:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. pp -�€.. SL t88 J. 4 1. - X. r `' : ./' ♦'' r / / atv"•^ s,. / rr RT 4 RESIDENTIAL CURRITUCK
ASSOCIATES
LLY
2} FLAG AND/OR ROUGH STAKE WORK LIMITS. 11 _
3 r / ' D33iS PFJ59I c% BOIN}IE-NOELL ENTERPRISES
HOLD PRECONSTRUCTION CONFERENCE (OWNER. CONTRACTOR. ENGINEER. AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEASE I:, �,
PO BOX 1908
�'
ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES, i+' Q// g ROCKY MOUNT. NC 27802
4) INSTALL SILT FENCING A LOCATIONS SHOWN ON PLAN ♦.� ,� ! _ r I I r ,
% _ _, (252)-937-2004
5) COMPLETE DEMOLITION AND CLEARING de GRUBBING PROCEDURES. ' 1_> 0
8) GRADE SITE ACCORDING TO PLAN r r: .••r P/! I I 3, TOTAL PROJECT AREA: 432,705 sq.fL. - 9.93 acres
7) ALL EROSION do SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED r':: '' !r = F- '0,
REPAIRS WILL BE MADE IMMEDIATELY, r ♦ _' ! _ - "- r r ' BOUNDARY & TOPOGRAPHIC DATA BASED ON SURVEYS BY OUBL.E SIC ASSOCIATES, P.C..
8) CONTACT PERSON: MICHAEL CHERRY -- THE CURRITUCK ASSOCIATES RESIDENTfAL PARTNERSHIP (252}-267-6677 1 WETLANDS L ON PA
' ..' /�/ _ =' \ 0. NO LOCATED RCELS.
f
. . �cn I tIi f
-' I 11. PROPERTY IS LOCATED IN FJ,R.M. SHADED 'X", -I (ID,) do "AE" (5,)
�� ✓p a,' + PANE �3720994400J (12/16/05) NAVD "88
_ a - CHANGE
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.,
` r' -USE �tiLAND ViI7HINA FLI70DWA iSPLAIN IS SUBSTANTIALLY
,_ � :: /?' " _' f / r I" � RESTRICTED BY CHAPTER 8 OF THE CURRITUCK COUNTY U.D.O.
i Y" ` // / _-_~ �v '• �jsl y -" -NOTE TO LOT OWNERS & BUILDERS: PER CURRITUCK COUNTY PLANNING
i . : , , ^" i I - - ; , ! - 1 ✓ '�, .,. •�/<, OEPT;, ALL FINISHED FLOOR ELEVATIONS SHALL BE MINIMUM TO- ABOVE
/ t1. s 9otia� OF 4 v _ - ; 1. r� // B.F.E.
-1 Ex 4TiADE ®/�,.�j `r ? °L,?e° � I [jj mE12 ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD `88,
If
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r r r ,. : APRIL 1- SEPT 34 SEEDING DATES: O-T, 1 - M f..; F- ; .. , _ , - < . .... ,, ` r. r r ,,I - r r / ° s m sI t t 1 I I I I t Pip -.- . A710N OF GOLF`, MARCH 31.
_ X 1
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r ,° s / F-- r r - .ar r //a rj O - ` 4 4�,\r - .. ,-_ 71�! RATES 14i5tf
a ", • . •: . • .,; -. _ '- ♦ " ,..»- ,,,,• _ # _..<` y.,/ r- 1A__ I .>r - , C I e , �i / o i . ; ! [ t / 4.EYi MIXTURE APPLICATIONRATES ACRE
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a .4 + .�:' f r / _ 4/ r l . I - z::'_ r � -•�•y _ �`} _ ,i 15 LBS
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JUNCTION BOX DETAIL
SECTION Y—Y HEIGHT OF BOXES VARY SEE SHEET 2
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE MEET C3
NC DOT 840.15
020' DRAINAGE & I
UTILITY EASEMENT
25' M.B.L
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SETBACKS & EASEMENTS
OSTORMWATER PERMIT MAY REQUIRE
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- -* " LAIN PARES S
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SUBDIVISION ROAD CROSS SECTION P
N.T.S.
1. CONTRACTOR TO INSURE THAT WATERMAI IS INSTALLED
SO AS TO MAINTAIN LEAST SON• COVER FROM FINISH GRADE
OF SIDE SLOPES @ SWALES. WATERLINE TO BE INSTALLED
Y BEHIND LACK OF CURB OR CONCRETE SIDEWALK.
WHICHEVER S GREATER
2. CONTRACTOR SHALL FOLLOW THE GEOTECHNCAL
RECOMMENDATIONS FOR CONSTRIkDON OF ROADWAYS
DEPICTED ON THESE PLANS
1 1/2-
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116/32' 0 � G
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STANDARD DROP INLET FRAME & GRATE
N.T.S.
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NO LIONTS,FIRE HYDRANTS OR LANDSCAPING OVER IS' HICH
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2' WIDE GONG. ROLLED CURB & GUTTER
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N.T.S.
1. CONTRACTOR TO INSURE THAT WATERMAW IS INSTALLED
SO AS TO MAINTAIN LEAST 35' COVER FROM FINISH GRADE
OF SIDE SLOPES E SWALES
2. CONTRACTOR SHALL FOLLOW THE GEOTECHWIC L
REco#A ETADOHS FOR CONSTRUCTION OF ROADWAYS
DEPICTED ON THESE PL N&
1 _ 43,
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NOTES.:
SEE APPROPRIATE OUTLET NOTE FOR DIMENSIONS
— A finer blonW or filter fabric should be
inetoAed between the rlprop and soil foundation.
PERMANENT VEGETATION
SEEDING DATES: APRIL 1— SEPT 30
SEED MixnME APPLICATION RATES/ACRE
BAHIA 30 LBS.
COMMON BERMUDA 50 LBS.
(UNHU.LED)
GER►AN MILLET 15 LBS.
FESCUE 20 LBS.
FFSi11JZE6
10-10-10 O 500 LB/ACRE
MULCH
APPLY 4,000 1.8/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STREGHT CAN BE USED AS A MULCH ANCHORING TOOL
I aa•
B.
RIP --RAP OUTLET DETAIL
Kra
TEMPORARY VEGETATION
SEEDING DATES: OCT. 1 —MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAN 175 LBS.
EEBSJL12E8
10-10-10 O 750 LB/ACRE
HIGH .STRENGTH SYNTHETIC
FILTER FABRIC")
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NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL:
— FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS: FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
MAINTENANCE. -
SATISFACTORY STABNJZATON AND EROSION CONTROL REQUIRES A COMPLETE VE(ETATNE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAN 15 OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN. RE -SEEDED.
AND MULCHED AS SOON AS POSSIBLE DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HMO.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINIAL coMPUEDOH As AAMRDEO)
WEN( OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE REFERTIU7AT10N MAY BE NEEDED TO MAINTAIN
PRODUCITVE STANDS.
r L—EXPEND FILTER FABRIC TO
LINE TRENCH (ALL SIDES)
COMPACTED FILL TRENCH
( 4' WIDE x a' DEEP )
.� "&D sTONf
GRAVEL CONSTRUCTION
ENTRANCVEM DETAIL
N.T.S
FaA a. ...
NCDOT STANDARD #57
WISHED STONE ---
I' MIN
2' MAX 1[
E
YORE SCREEN
B"X6'X16" CMU
DEWATE RING
4 �.
4'
no
STORM DRAINAGE
STRUCTURE W/GRATE
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WTH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 6.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
$0p_ "s• M •-
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COMMISSION NO.
P92009
DE3M BY DAD
ORAIMM BY
OTHERS AS
CHEWED BY
DAD
ISSUE DATE
i1 23 10
SHEET NO.
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BRA�IC
ATLANTIC°CONSTRUCTION PLANS
THE CURRITUCK CLUB PUD
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HARBOR
VICINITY MAP
for
CURRITUCK ASSOCIATES /RESIDENTIAL
POPLAR BRANCH TOWNSHIP CURRITUCK COUNTY
OeNAM I SAIy'ND• SUBDIVISION
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2 Ems'E'm CONDMONS
3 OjRA ENO PLAN
4 U']CliUT Y PLAN
5 SEWER PLAN AND PROFILE
6 STEWED. PLAN AND IPROIEI,.tIE
7 SOIL EROSION & SIED5ffi TATHON CONTROL PLAN
LAX` "31 SCAPING PLAN
9 S I I DETAILS
Ju WAS EIS �MIAI N EXTENSION DETAILS
12 SOIL EROSION & SEDIMENTATION TAT1<`ItON CONTROL DETAILS
aR I� I •e rr 1 v/ `I,• irr � 2 O Q #S 3
Ir Ir rr wN < rs ►sAlRI tlrw/m - I If
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aAaNM M STRIP
WB ALONC NEw \\\ � `/\ ������/// 1
Mal NAM TUNE t1
C
GENERAL NOTESo
1. OWNER: THE CURRITUCK ASSOCIATES - RESIDENTIAL PARTNERSHIP
THE CURRITUCK ASSOCIATES - GOLF COURSE PARTNERSHIP
P.O. BOX 1908
ROCKY MOUNT NO 27802
[phone]
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, N.C. 27949
3. RECORDED REFERENCE: D.B. 363, PG. 457, D.B. 737; PG. 349 & P.C. "I", SL. 354-355
4. PROPOSED: SINGLE FAMILY LOT SUBDIVISION
5. THE DATA ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATION, TYPES, AND DIMENSIONS OF THE EXISTING
UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED.
6. GENERAL CONTRACTOR IS RESPONSIBLE FOR RAISING, LOWERING OR RELOCATING EXISTING UTILITIES AS NECESSARY
TO INSTALL THE PROPOSED IMPROVEMENTS AS SHOWN IN THESE PLANS.
7. OVERALL BOUNDARY INFORMATION SHOWN ON DRAWINGS TAKEN FROM PLAT PREPARED BY BILL ROBBINS,
SURVEYOR ENTITLED "SURVEY FOR THE CURRITUCK CLUB " DATED 2117195.
8. PHASES 1 THRU 5 AND 14: WETLANDS INFORMATION SHOWN ON DRAWING TAKEN FROM PLAT PREPARED BY BILL
ROBBINS, SURVEYOR ENTITLED ''WETLAND STUDY OF THE CURRITUCK CLUB FOR THE CURRITUCK SHOOTING CLUB"
DATED 1015190. WITH 404 WETLAND LINE CONFIRMED 11119191 BY U.S.A.C.O.E. RECONFIRMED ON 7120194.
9. PHASES 6 & 7: WETLANDS INFORMATION SHOWN ON DRAWING TAKEN FROM PLAT PREPARED BY BILL ROBBINS,
SURVEYOR ENTITLED "WETLAND SURVEY FOR THE CURRITUCK CLUB P.U.D." DATED 2118102
10. PHASE 8A: NO WETLANDS LOCATED WITHIN PHASE BA
C E A N
1
1
I
1r.._..,rSTD .._.. .._...fi r.._...I ;
DORAN SANDA SUBDIVISION
IIII ..J . I ✓/fit• i
LINCIII)IF
A
i•iwiriri wir�wi
I I
, 1 �� rw'riw� i i i iINOT IA
r
�r
�A ' 1 Irl l,I al rlr lrlwl rl wl wl rl I ly
I 1 I
•/ a D a L
u tl a�,• a /al/II\�� L7
®l a]\�r nw D\ Aflalle In Vj+e1
PARTNERSHIP
NORTH CAROLINA
1. i! te( Ii i
w 1R° n
OOFITLAND OORTORAT/ON
SIINDR/IT
•YSDI VISIONy! ID
/NOT A
TART/ - e: �..
tiri ., e
f•y�2a
' •
' ° ` ire
IRA•■ t6
-
NOT
NN -Iw
4
■L
------------1
10111
NATIONAL AUDUBO■
ROC/STY, IRO.
IRE RSRVR
Jlff
° YrM COKEL,
M �RONMENTAk
Ty
OfVf�llpy
i F t i
20 j
kk Quible & Associates,,,, P.C.
\Y ENGINEERING * PLANNING * ENVIRONMENTAL SCIENCES * SURVEYING
N.C. License#: C-0208
P.O. Drawer 870 Kitty Hawk North Carolina 27949
Phone: [phone] Fax [phone]
Since 1959 E—Mail: administrator®quible.com
IACAD FIC P92009-PMA-COVER
PLOT SCALE: 1 600'
ISSUE DATE: 12/20/10
REVISIONS AS NOTED ON EACH SHEET I
NATIONAL AUDUBO■
ROC/STY, IRO.
IRE RSRVR
Jlff
° YrM COKEL,
M �RONMENTAk
Ty
OfVf�llpy
i F t i
20 j
kk Quible & Associates,,,, P.C.
\Y ENGINEERING * PLANNING * ENVIRONMENTAL SCIENCES * SURVEYING
N.C. License#: C-0208
P.O. Drawer 870 Kitty Hawk North Carolina 27949
Phone: [phone] Fax [phone]
Since 1959 E—Mail: administrator®quible.com
IACAD FIC P92009-PMA-COVER
PLOT SCALE: 1 600'
ISSUE DATE: 12/20/10
REVISIONS AS NOTED ON EACH SHEET I

LEGEND
r.,_......,i
'•'•'•••'
EXISTING ASPHALT PAVEMENT
L;:_::_.
F '
-- LJ
EXISTING 404 WETLANDS
- Ij
RELOCATED GOLF CART PATH
PROPOSED ASPHALT
''O_,
EX. UTILITY POLE
7'P"
EX. FIRE HYDRANT
IX WATER VALVE
. •..
/ / . : . : FEND RETAINING
N/F / .•.:••'•: -:-;1"' WALL
WALL
OCEAN SANDS / .-''':' O \�, (TOP o t� )/
SJBDIV1510N / / .:.:: ; ,I . , W- /p / `
PG 4, P6 6345 - ,F rj s. 5\DEN.' • / � CONTR
3 t\ (h swa
/ D8 G\W \P.="
\' / • .. c/ ' /
��,.c� I �.3
P" "F' L V93 r::::::: `::�!,-:". •::`:::::::: / / // .
• 1 / j '"•../ ' (YARD INI
M.B.P.E-'13.2'
EXISTING STORM PIPE / ' /Q ; D.Ly24 M.F.F.E. 13,7
---- 404 WETLAND LINE
- - - - PROPOSED CURB AND GUTTER
© PROPOSED 2' CONCRETE RIBBON
WITH TRANSITIONS
0PROPOSED D.I.
/
r. . ..:..-:::::: ..
r. ; ::::: ; :
TRANSITON TO
CURB &
/ I
/ ' ,1 8I"r, `
TOP=12.2'
18"INV.=8.5'
,
,
rl
.
/ I .....
.........•... .;.' / /
.......
......
....
D.L//18 � ,1,.
`•I `
\
TOP=1fY
17-
.i :. .:.:.:.:.:
_
• : I.: • : , :::-'� Q/ /
'18" HDPe N-12 CPP
18 LN.FF. O 1.1X/ T1A
xp0 TOP=11.2' I
9 y IWINV.=8.0'
1
` :\
18'INV.-8.4'
"
M.B.P.E ="13.2'
i
/ � �0
/j K
/ w
/ '
)R TO GRADE SHALLOW
LONG PROPERTY LINE
SIDE SLOPE MAX)
N/F
CVW17VCK A550CIATION
RE51LEWIAL PAR7NER5H/P
DB 363, P6 457
DB 375, P& 59!
0126-000-0003-0000
ZOIED: LOH
/ �,/P// / - Te ;HDPe N112 CPP .F.EE. -'f3.Y /
/' - // car, y Cpp ,�•-_�`"- 97 IN..17_6 0.4% \ /3
'',` / �' A'l ,�/.� p,- i. t)RB & GUTTER,
tI
/' .D.I•y20 //P 0,. a - i1.8 .%.
PROPOSED STORM MANHOLE / TOPNV.-B , i � /��1 \
F: &/ 189NV.-8.0• // 1 1� 1ti=�'i `.� 4 - ..\
® / 24"INV.-7.5/ y ,r. .. \ \\ ' /
'_
,A,Q PROPOSED STORM PIPE
PROPOSED RIP -RAP
PROPOSED SWALE
PROPOSED FlRE HYDRANT
® PROPOSED SANITARY SEWER MANHOLE
_ Y D.I. 7 'C �'•
``. . . . e� Toa nT \\lam
/ / . _,= / / , ' � ; B"INVP 7.6' / \ FIRM LIAR ,41.t7J \
,lw; APPROXIMATE
/ : BOTTOM"OF // ,t64' _ l (I i < .-/
r / 5G
RETAINING WALL 12 =, ° ''0� 8" HD a �I,wc P ,� a a
/ _0 E L GRADE / t "'" \ p 36 I� P!'Ir6E 46% \ \ ; 1 /u° i ' /
'WALL 0 12s' " D.LdF16 \i / l W
- �. rs !'1 ,.;Y:Y ,. M.B.P.E - 13.5' �. M.B.P.E - 13.5 _ / o
'y TOP -Al Q
A /P y ,-i' 4(1 % - ,.0 '' 1B"I V.-7.4' M,F.F.E - 140' M.F.F.E. - 14.0 -' / _ 7
y, // ,� 24' HDPe N-12 CPP _ .',- / w4r�
\ \ I / iv -
/ :-' /,/ -.+. 36 LN.FT. 022% x y r \ / '�.,x„�* „�"j'
/ PZ N, / 6n
s
-;a- EXISTING CONTOUR / :- QEND RETANINc , � o' '5n ,
/ :. J°b, CT4P' 0-15.0_'J- - _S-, 4 .r00' i D.L,/15 Zr I / '" �(�
-9.0- PROPOSED CONTOUR _ _yd' '' TOP 11:4' mLL- us.P.E 13S z 1\!,�
r7 -/7- _ _ " " n - - - 18 JNV.=7.2' o� H.F.F.E a 14.0 9 / Im4m ' ' '/' LU }\F
o - k
i Y
NOTES:
1. PROPERTY OWNERS: THE CURRITUCK ASSOCIATES
RESIDENTIAL PARTNERSHIP
PARCEL#:126G-000-OOOD-0000 c/o BODDIE-NOELL ENTERPRISES
PIN#: 9944-04-5916 PO BOX 1908
P.C. 01", SL 354-355 ROCKY MOUNT, NC 27802
(252)-937-2000
THE CURRITUCK ASSOCIATES -
PARCEL#: 0117-000-001H-0000 GOLF COURSE PARTNERSHIP
PIN#s: 9944-04-6306 c/o BODDIE-NOELL ENTERPRISES
9934-88-6211 PO BOX 1908
D.B 363, PG. 478 ROCKY MOUNT, NC 27802
D.B. 481, PG. 223 (252)-937-2000
2. APPLICANT/FINANCIALLY RESPONSIBLE PARTY:
THE CURRITUCK ASSOCIATES
RESIDENTIAL PARTNERSHIP
c/o BODDIE-NOELL ENTERPRISES
PO BOX 1908
ROCKY MOUNT, NC 27802
(252)-937-2000
3. TOTAL PROJECT AREA: 432,705 sq.ft. - 9.93 acres
4. BOUNDARY & TOPOGRAPHIC DATA BASED ON SURVEYS BY QUIBLE & ASSOCIATES, P.C..
10. NO WETLANDS LOCATED ON PARCELS.
11. PROPERTY IS LOCATED IN F.I.R.M. SHADED "X", "AE" (10') & "AE" (5')
PANEL #3720994400J (12/16/05) NAVD '88
-FLOOD ZONES ARE SUBJECT TO CHANGE
-USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS SUBSTANTIALLY
RESTRICTED BY CHAPTER 6 OF THE CURRITUCK COUNTY U.D.O.
-NOTE TO LOT OWNERS & BUILDERS: PER CURRITUCK COUNTY PLANNING
DEPT., ALL FINISHED FLOOR ELEVATIONS SHALL BE MINIMUM 18" ABOVE
B.F.E.
12. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD '88.
13. MINIMUM BUILDING SETBACKS: FRONT - 20
SIDE - 15'
SIDE (ST.)- 20'
REAR - 25'
14. DRAINAGE & UTILITY EASEMENTS: FRONT - 20'
SIDE - 10'
SIDE (ST.)- 20'
�`o EXISTING SPOT GRADE _/2_ Axa°_ _ / M.B.P.E - 13. INV.-6.7 T. o / 35 HDpe N-12 CPP /I „ y II , \ nLU N/F REAR - 20'
k" �, _ _ _ _ _ O I '\ M.F.F.E - ,3.5' 36"INV.-5.T ,/ 18 LN,}T. O 1.1X a ..3 ,\ -"�' r{ ' I 77;E GIRRl7LGK ASSOGIATES
: - ' -' • ' • r 1.� I p.1. Wl I, �••"` �1 15. FINAL BUILDING PADS AND LOT FINE GRADING TO BE PERFORMED SUCH THAT RUNOFF
9.0 `' ' ' ' ' ' ' ' ' ' ' ' _�- ~' -1 _ •-•e _ v/ a O TOP=tz.o',' „ - , / ' 60LFGGURSEPARTNERSNIP
/__ ;� } I D.L/14 DL#2 , -, / FROM ALL DEVELOPED AREAS OF EACH INDIVIDUAL LOT WILL FLOW TO THE ROADWAY
PROPOSED SPOT GRADE - �c . _ ; , 36 INV �a.t' DB 363, P& 476
' . _ \ - TOP=12.0 TOP=120' `<l -`I-r' i' Z' ' ; OR TO THE REAR OF THE LOT. FINAL LOT GRADING SHALL BE PERFORMED SUCH THAT
/ -/4 ,w» \ - ' -' \ ', '. I , try 1 ` \ 36"INV.=5.5' 24"INV.=6.1' I '1 �-_ � ` Ol1T000 00/1f9P00 RUNOFF WILL NOT BE ALLOWED TO FLOW TO ADJOINING LOTS OR TO THE NC 12
PROPOSED FLOW ARROW / -
... _ - ' i ' - ' �,/p-15/ - { , y f / „ _ \ , - ](�
,,/ / 77 3s'INv. s.1' a N-12.cPP \`\' y "� ZOIJFIJ: LBH RIGHT-OF-WAY.
' 36",HD ,
M.B.P.E. MINIMUM BUILDING PAD ELEVATION1-1 - __ x�4 %;i'' / , i .';� , I ly / 15o u pt� 7% :� \II
'•'''�• i + - - 1. '' D.L 1 1 I ',ry- I / / C 36" RCP 1•
L / _ TOP-144' I ' V / tr�b�n, 5`", / - I 1 �. 3� f+.R. 0 7.s I
M.F.F.E. MINIMUM FINISHED FLOOR ELEVATION _ - _ _ f I f I j _ „ \
? \9 78"INV.-9. ' 1 j / <�; I 43 / - \ /,,
# PROPOSED LIGHT ' / M\' ; c O l' I I ' / / M.B.P.E - 13.0' PROPdKSF.p \ \�
.. .��`''' 0 �+1-\% ,t'@P '- , , , % , ,A / , , M.F.F.E. - 13.5' ' RIP-RUP; ApR \ -
a / Y C z `
_ '//'' ky"` �,j1' , {_ i�' ,fir/ `/ / 1`'/ W� I �i M.B.P.E.13.5'O� 1 V',
- /_C./. ' 1g :" 1 U ',� . // / O M.F.F 14:0:
✓~-- / - 'tixi 5 --,�: -- %y M.F.F.E-18.5' 'I /'/ ,/, / - _.-i•.:
AW-M
.'.. • / / rr),�, \k /, /.-• ,,.,^ ./ \i M.B.P.E,-t18.0' ' ,,, v,F� / ,'//, ', �/ CURB ONTO ��1T4,'• _ \ -
& /• y I / / , / CURB d< I `'P J - "
\ \ / _ C M.F.FE 1' /'/ / '7"5, PROPOSED STBRMWAT6IZ, POND _
M.B-RE 13:4 , B TTOM=�.0' (j1. - , _ .� _ 4 t -
p /'/,',' l /$ P 18. , yJ �(U ,, / '','/,',',' M.B.P.Fr. A4.0 / M.F. -E m 13.5, -J _1 .B.P.E 14.0 PERMANENT L 5. _ _
\ / _ / M.F.F.E 14.5' M.F.F.E - 14.5' 11\1_i _ _ ,( 1 � 1 �, _ _ - _ � (. / , . ,� � 1B" DPe N-12 CPI \ y _" \ ` STORAGE - i �
i" \ I 71 - j ' .\ ,, /,`,','. ,' 63 .FT O 0.4X it D.I.#3 . �I IY,� ,
/' /./ ! I MBF E`- 19.5' ""_ _ _ / I. _ / ' D.I. 2 S ,- TOPNV.-I \ „r ;\�
J/f// 1 11' t J 1P1 �.•, 18"INV.:10.1' "1\\\ d'
/ / V e/Y o - -J7_ G i ,`W 1 ' i/`` ' '/ TOP-73.1'= 24"INV�.6' \ ,\, \I r
- - GRADE. PAD TO -/ \ � . / J, \ , , . ' /''�� 1 B'INV.=10.3' Q 1 _4 i . \ /\ I
DRAIN.TOWv,j2yT \ - /6- ` r ! \ ` / / _n' "�., o ' TRWSITION TO �' /\"\,'m
_ 6l3 1 . f
' ,e'}iDPe-N-12 CPP ` 9:1 /r; - _ --
_ _ - -
- _ -'129 LN:r}. 0 0.3X _ $ _ _
GIU '
PE=190' -�
AEA .-,!? y'`4/ry'' - - _ `
C v Yrz '
(YARD y /- � \
r\I I T..... P .5` - _ , r /
18' V�1b.9 . _
M F.F.E,\2 t9.5 / i - -' -
I , (\ yI, ' 1 +'
I\ „I,
'DRNN rO,UJ.�' I �'
,
,'/
2
,, i.g
/, /,' ;:
,
FINAL BUILDING PADS AND LOT FINE GRADING TO BE
PERFORMED SUCH THAT RUNOFF FROM ALL DEVELOPED
AREAS OF EACH INDIVIDUAL LOT VALL FLOW TO THE
THE LAT. FINAL LOT
ROADWAY TOE E REAR OF
GRADING SHALL PERFORMED SUCH THAT RUNOFF
WILL. NOT BE ALLOWED TO FLOW TO ADJOINING LOTS
OR TO THE NC 12 RIGHT-OF-WAY.
\ "�j PROPOSED
�," vtt 1 \` --' �_7 �/•�' r r,,,'ivh 1' r Y2� r _ \ � , p,..91.r // \ - !' .-'i'�'\/�/•V� I ETAINING WALL
-
'Eu - F -i_ _ - - _ -"y-" ,�._- 11.}:':LdN`;+t l.r,..,r \.R ". _ 1 - / ' _ ; i (DESIGN BY OTHERS)
ttl . _ _ _ _ _i- - _ _ _ - \ � ,. Y ...... -) .5' \ , % , _ _ '\ n TOP O V ABOVE IX. GRADE
I� ' i I`_- - -- /'� - _ -dC' i DO al, M.F.F. a15.0' \ /,'',• \; �'\ROTTOM 018.0'
' /20- _ M.B.P.E='15.0' 14 1 6 7 14. '':Rk ,{ _1 I - q �\ - /.' _ :^ �',\`t
( i It a� GUTTETe / 0,' I l_ � \I
_ _ UM 73u \ ' -f _ "
_ ,7\ I i _ _ _ - - . \ r ' ` , {p, `�r,�,- 13 / - - , _ -'/ `,\', \� , �' .� y- FINAL BUILDING PADS AND LOT FINE GRADING TO BE
\ 1 ` / 1 , 1, ---
/40'.q//' ': \r - %/ `\ -= - ` `; , `3" \` ` � ` �\ 1 , PERFORMED SUCH THAT RUNOFF FROM ALL DEVELOPED
11,, -, _ ` ` \ • \ AREAS OF EACH INDIVIDUAL LOT WILL FLOW TO THE
N/F tl / /� \A 1 / : r C /: . l / �/ (/ \ `� \a✓O^ \ �� - GRADING SMALL BE PERFORMED SUCH LOT.
7HAT RUNOFF
\:::\ROADWAY OR TO THE REAR OF THE
TIE' CURRIWK A5_5 ,/A7E5 / '' / / / , _ _t7. \ ' s y.. ` TRANSITION TO � � \ / - � �\I . _ \�':.`,' \\ \. WILL NOT BE ALLOWED TO FLOW TO ADJOINING LOTS
GOLF GG{IRSE PAR77�25NlP Y "' " / / CURB & 1 / , :`j1_ _ - I ,? \6, .� `�, OR TO THE NC 12 RIGHT-OF-WAY.
DB 363, P& 476 /1 %/-"" / / _ -16- _ / `>•,., r ....•r curTER ��\ oar M.B.P.E = 15.0' \ / ; ,, / _ ` / Q" '- " �
DB 401, P6223 \ 15.5' I '' 1' �ti, "
O/!7-ADO-,�/N-0000 / /� _ /I - , --/5- - _ - -TOP=i3:1'- ` . _ l �y / , / / /, ' / I _ - _ `-- \ \. \\
V
-•-1 _ ,r !
ZONED: ROI/RIDOYERLAY /.e �/ // // --/4- ,'\fir' �' _ 'te'I V.-1I `- J i t '\y "�'I "/ ,I ' /„ 1 ^\ A.. L . _- ----- `'`' \
_.F- / \ Gi / `\ '_ ; _ \' \ '• �' , I, ,'(/ /,' \ ' _ \,. J CONTRACTOR TO GRADE SHALLOW
I _ " / a'' / / _ MB� E(T _ _ .. \ _ " _ - _ "tm _ 'i' { _ / - - - �- �'E., _ _ SWALE ALONG PROPERTY LJNE
C / ` M:F,F.E.. 15.5 - _ _ _ _ _ / - A1.8.f r] 40_ .`, \��\ ' i'� ll1,��''I/ , r r-' `l I ` - - -26" (6:1 SIDE SLOPE MAX)
-- �- / N I - - _ - - _ _ ' _ - _ ZF$ Z-1S ' _ _ ` k /r !). 17 C) I. ' / N' i _ • _ M.F.F.E\ `2a.5' -`'� IrLB.P.E 28.0, -�.--_ _".... , r , /
-=jam 1 \ -`_ __ - _ __ _/ �EE. 1M 6, ----- --�-7 \-''`t"IP m "\..� I __ lti„4�+ sta. 'j �.\ - __ / '),_-7
\ G6
O Q
` _ / \ -1 \ /'
\ 4 \
B.P.E - n.o' .
` \., j "
- .E z4,6 h h
�` - - -- A�t r -\' r
h
_ _ _ � - - MF.'RE m1 S r
f - - ' - - - - - -i - - - - !� ` - HDPe p-12 xPF- = "/ •1 c" - - -o km -a 1l ,
F l _ _ -. -. - _ 27` ` _ _ _ -\ '- - 85.IN.FE A"ar.4%_ - ' i ` _ _ •'/ ' e .�{ � - Ct- -Z?
�-- - - - 8- _ =25 - 2 TOP z'
�.�: 2 \ v'
_ - -
III
i - _ - _ -- - - _2 - -
/ '" I' I •__ _ -" _ _--- _'_i=-__ __ "i�-_ _-I- o is rll' 7__ _ _ ____-- / C .. _ +"l:. 18"INV.-220'
r /A- /,; '1: \\ _--`- -//- "__-"- .�\;:_' - - '/ ____" '" ay ,\ I___ _ -_'__. -,p.�q _- 'M.B.P.E-24.0' i -_'4, ,* a_'�� - .` N /i T
/ , / -' - - - _ _ .- - _ _ --�� s , { - _ _ _e°�F _ _ _ M.EEE - 24.5' �S D.I �' 1
/' ,)°'i�v'4i"?;' _ _ _ - r__-t \ \ ` - \ : - i - ss-i -- q f___ , r___-- ^i I I T ��6y O.B' 18"INV.= Ob p Kr .B.P.E u 28.0'
/ / ✓� /, _ _ _ ,/ / "\ \ \' I I _------ F I I -+ -L--- \` ` , > 1B INW= �.a' /
I --L- I I I r M.B.P.E - 21.0' " ~ MF.F. 26.W Ij
/ - ' /. / - ' n o . ,=. +--' I I _.yJ M.RF.E : 21.5' LL A
// .'/ , '' / :,'� ` •, `OMA6,BAY C 1 _S, 1 PROPOSED � \,, \ Y6, , n ./ , � ' /-
/L ,'/ m / / / v, n,' .,' : COMPANY, LLTj ; RETAINING WALL P ,y ' ', - D.I•/6 ` '- 18" HDPe N-pfl CPP "f ,
.` ,'/ ' , - -- ' ,' i ' DB 4Q0�P6 72�. _ _ I 1 , I _ 2 (DESIGN BY OTHERS) 1 \ S�O 4 „ TOP=21.6' - 1+ r ' 107 LN.FT, 1.9X ,'�, :-
/,' r}}7' / - `„ , . ` - Fa T I '' O TOP 1.0' ABOVE IXISRNG giADE �'\ ?, H' ,e"INv.-n - tom-•- •° "' / , ,� ;
, / - / -/' // "\ `: l2 11O h- II k _ BOTTOM O PROPOSED GRADES SHOWN \ \ ' ' \ ' - �K - - �� i GRADE PAD TO DRAIN TO I
' �� 1,' , / •3'�5A' T / /"ti \ `� ZO :�ROI C J W 0� Y ( I \" ,1,',' 4 p.2 b% .-r ,t. P N ♦ /. • ''/ .', SWALE BETWEEN LOTS 454
, j, / - i '`�. ,> "` -, \ "",ck 1, I __-,I i --\+ I r� \ ,, ,, .7 _ /'' } I 1 I - -` ,/� , & 453 OR TO CUL-DE-SAC I
1I. ,� , / - - - / / C `y� I , \ , 'I - r1L IL- II i' 1"' ` , \` : - OO ' ./a/, • , :18" HDPe N-12 CPP ,'/ , , ,
/ r• / v . y% \ N ' I L, I -I--1 l \, '�` +t -.1 - 44 LN.FT. O 0.6% 1 Wit' LOT 261
1 1 ' , I 1 _ ,.t ' I> 3S\ --,I , I------ I I \. , / /At - D.I,de I ' -, LOT 262 I
1 1 / , S �' - r t // �,`.' `. \� x - � ° p� T. , 7oR=2ao - I I I
' ! , N p `.> -36- - _ - �.1 ; . I--- - - rJ J / 23.8 +J�b� ,18"INV. 20'2 1.- ,Nam, , '!,
! / / " / S X�, X a� ��. , _ _-. L -!- _ _ I ! / \\ ` ` T NSITION, 70 t1 f' 8 HDPe N-12 CPP A _ - O ,
'/ Wul S !' i - " _ �. , {N.FT.Or,r - _ +,� '.-, ,.1'e' ,( N/F
/ , ` =� r ". 1 T 7FiE
S L \' a
I. 10 1 u
/ ':1 _ ,c 3
/ P . PHASE 3 LO l - TS 67 363
T - {
OP-21.3 r ' I }J
!' : 18"HDPe N-12 CPP - ` s ¢ 1 I ,
i ,< >,� '� �`:• "-./.- Y r, t�, .. _ 16'INV. ne I `! ryy. ,'i , •`�',l„ PGF,5L179 I
/ / / " > . a : ' y 2' CONCRETE RIBB i - -I �j TAX MAP 117A
\> " .,. - /'' ..fir_-` NRI k 1 5,..y P '-:,St z ' -•I !.Y'
Y1 ii EDgNG TO MATCH _
I 1 J I ,•. 'L ��' '1'
:v .1. 11 I RNGC CR:
\ \ . _�::: _ -I «z •f 4 f ;, \. Exs oN EE ;
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, " , .•: •:•:•:•:• ,�.:::.:':•::; ::. ,"'r" CLUB DRIVE _
5 e (1 ,/ /7 :1: Nfi' 'I( 16I v.=1a:o' I " - ,'I;' I
3 F!,�1 �AGBA� : "I
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/ GRAPHIC SCALE \
5e 0 25' 50, 10tl
\ \ / ( IN FEET )
DRAWING Fl P92009 PNSA-BASE 1 inch = 50 ft
PLOT SCALE: 160 /
,. / , I- .,,(p c. ^ - - - - _ / , .. .
2 - L A _ _ (¢
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,lw; APPROXIMATE
/ : BOTTOM"OF // ,t64' _ l (I i < .-/
r / 5G
RETAINING WALL 12 =, ° ''0� 8" HD a �I,wc P ,� a a
/ _0 E L GRADE / t "'" \ p 36 I� P!'Ir6E 46% \ \ ; 1 /u° i ' /
'WALL 0 12s' " D.LdF16 \i / l W
- �. rs !'1 ,.;Y:Y ,. M.B.P.E - 13.5' �. M.B.P.E - 13.5 _ / o
'y TOP -Al Q
A /P y ,-i' 4(1 % - ,.0 '' 1B"I V.-7.4' M,F.F.E - 140' M.F.F.E. - 14.0 -' / _ 7
y, // ,� 24' HDPe N-12 CPP _ .',- / w4r�
\ \ I / iv -
/ :-' /,/ -.+. 36 LN.FT. 022% x y r \ / '�.,x„�* „�"j'
/ PZ N, / 6n
s
-;a- EXISTING CONTOUR / :- QEND RETANINc , � o' '5n ,
/ :. J°b, CT4P' 0-15.0_'J- - _S-, 4 .r00' i D.L,/15 Zr I / '" �(�
-9.0- PROPOSED CONTOUR _ _yd' '' TOP 11:4' mLL- us.P.E 13S z 1\!,�
r7 -/7- _ _ " " n - - - 18 JNV.=7.2' o� H.F.F.E a 14.0 9 / Im4m ' ' '/' LU }\F
o - k
i Y
NOTES:
1. PROPERTY OWNERS: THE CURRITUCK ASSOCIATES
RESIDENTIAL PARTNERSHIP
PARCEL#:126G-000-OOOD-0000 c/o BODDIE-NOELL ENTERPRISES
PIN#: 9944-04-5916 PO BOX 1908
P.C. 01", SL 354-355 ROCKY MOUNT, NC 27802
(252)-937-2000
THE CURRITUCK ASSOCIATES -
PARCEL#: 0117-000-001H-0000 GOLF COURSE PARTNERSHIP
PIN#s: 9944-04-6306 c/o BODDIE-NOELL ENTERPRISES
9934-88-6211 PO BOX 1908
D.B 363, PG. 478 ROCKY MOUNT, NC 27802
D.B. 481, PG. 223 (252)-937-2000
2. APPLICANT/FINANCIALLY RESPONSIBLE PARTY:
THE CURRITUCK ASSOCIATES
RESIDENTIAL PARTNERSHIP
c/o BODDIE-NOELL ENTERPRISES
PO BOX 1908
ROCKY MOUNT, NC 27802
(252)-937-2000
3. TOTAL PROJECT AREA: 432,705 sq.ft. - 9.93 acres
4. BOUNDARY & TOPOGRAPHIC DATA BASED ON SURVEYS BY QUIBLE & ASSOCIATES, P.C..
10. NO WETLANDS LOCATED ON PARCELS.
11. PROPERTY IS LOCATED IN F.I.R.M. SHADED "X", "AE" (10') & "AE" (5')
PANEL #3720994400J (12/16/05) NAVD '88
-FLOOD ZONES ARE SUBJECT TO CHANGE
-USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS SUBSTANTIALLY
RESTRICTED BY CHAPTER 6 OF THE CURRITUCK COUNTY U.D.O.
-NOTE TO LOT OWNERS & BUILDERS: PER CURRITUCK COUNTY PLANNING
DEPT., ALL FINISHED FLOOR ELEVATIONS SHALL BE MINIMUM 18" ABOVE
B.F.E.
12. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD '88.
13. MINIMUM BUILDING SETBACKS: FRONT - 20
SIDE - 15'
SIDE (ST.)- 20'
REAR - 25'
14. DRAINAGE & UTILITY EASEMENTS: FRONT - 20'
SIDE - 10'
SIDE (ST.)- 20'
�`o EXISTING SPOT GRADE _/2_ Axa°_ _ / M.B.P.E - 13. INV.-6.7 T. o / 35 HDpe N-12 CPP /I „ y II , \ nLU N/F REAR - 20'
k" �, _ _ _ _ _ O I '\ M.F.F.E - ,3.5' 36"INV.-5.T ,/ 18 LN,}T. O 1.1X a ..3 ,\ -"�' r{ ' I 77;E GIRRl7LGK ASSOGIATES
: - ' -' • ' • r 1.� I p.1. Wl I, �••"` �1 15. FINAL BUILDING PADS AND LOT FINE GRADING TO BE PERFORMED SUCH THAT RUNOFF
9.0 `' ' ' ' ' ' ' ' ' ' ' ' _�- ~' -1 _ •-•e _ v/ a O TOP=tz.o',' „ - , / ' 60LFGGURSEPARTNERSNIP
/__ ;� } I D.L/14 DL#2 , -, / FROM ALL DEVELOPED AREAS OF EACH INDIVIDUAL LOT WILL FLOW TO THE ROADWAY
PROPOSED SPOT GRADE - �c . _ ; , 36 INV �a.t' DB 363, P& 476
' . _ \ - TOP=12.0 TOP=120' `<l -`I-r' i' Z' ' ; OR TO THE REAR OF THE LOT. FINAL LOT GRADING SHALL BE PERFORMED SUCH THAT
/ -/4 ,w» \ - ' -' \ ', '. I , try 1 ` \ 36"INV.=5.5' 24"INV.=6.1' I '1 �-_ � ` Ol1T000 00/1f9P00 RUNOFF WILL NOT BE ALLOWED TO FLOW TO ADJOINING LOTS OR TO THE NC 12
PROPOSED FLOW ARROW / -
... _ - ' i ' - ' �,/p-15/ - { , y f / „ _ \ , - ](�
,,/ / 77 3s'INv. s.1' a N-12.cPP \`\' y "� ZOIJFIJ: LBH RIGHT-OF-WAY.
' 36",HD ,
M.B.P.E. MINIMUM BUILDING PAD ELEVATION1-1 - __ x�4 %;i'' / , i .';� , I ly / 15o u pt� 7% :� \II
'•'''�• i + - - 1. '' D.L 1 1 I ',ry- I / / C 36" RCP 1•
L / _ TOP-144' I ' V / tr�b�n, 5`", / - I 1 �. 3� f+.R. 0 7.s I
M.F.F.E. MINIMUM FINISHED FLOOR ELEVATION _ - _ _ f I f I j _ „ \
? \9 78"INV.-9. ' 1 j / <�; I 43 / - \ /,,
# PROPOSED LIGHT ' / M\' ; c O l' I I ' / / M.B.P.E - 13.0' PROPdKSF.p \ \�
.. .��`''' 0 �+1-\% ,t'@P '- , , , % , ,A / , , M.F.F.E. - 13.5' ' RIP-RUP; ApR \ -
a / Y C z `
_ '//'' ky"` �,j1' , {_ i�' ,fir/ `/ / 1`'/ W� I �i M.B.P.E.13.5'O� 1 V',
- /_C./. ' 1g :" 1 U ',� . // / O M.F.F 14:0:
✓~-- / - 'tixi 5 --,�: -- %y M.F.F.E-18.5' 'I /'/ ,/, / - _.-i•.:
AW-M
.'.. • / / rr),�, \k /, /.-• ,,.,^ ./ \i M.B.P.E,-t18.0' ' ,,, v,F� / ,'//, ', �/ CURB ONTO ��1T4,'• _ \ -
& /• y I / / , / CURB d< I `'P J - "
\ \ / _ C M.F.FE 1' /'/ / '7"5, PROPOSED STBRMWAT6IZ, POND _
M.B-RE 13:4 , B TTOM=�.0' (j1. - , _ .� _ 4 t -
p /'/,',' l /$ P 18. , yJ �(U ,, / '','/,',',' M.B.P.Fr. A4.0 / M.F. -E m 13.5, -J _1 .B.P.E 14.0 PERMANENT L 5. _ _
\ / _ / M.F.F.E 14.5' M.F.F.E - 14.5' 11\1_i _ _ ,( 1 � 1 �, _ _ - _ � (. / , . ,� � 1B" DPe N-12 CPI \ y _" \ ` STORAGE - i �
i" \ I 71 - j ' .\ ,, /,`,','. ,' 63 .FT O 0.4X it D.I.#3 . �I IY,� ,
/' /./ ! I MBF E`- 19.5' ""_ _ _ / I. _ / ' D.I. 2 S ,- TOPNV.-I \ „r ;\�
J/f// 1 11' t J 1P1 �.•, 18"INV.:10.1' "1\\\ d'
/ / V e/Y o - -J7_ G i ,`W 1 ' i/`` ' '/ TOP-73.1'= 24"INV�.6' \ ,\, \I r
- - GRADE. PAD TO -/ \ � . / J, \ , , . ' /''�� 1 B'INV.=10.3' Q 1 _4 i . \ /\ I
DRAIN.TOWv,j2yT \ - /6- ` r ! \ ` / / _n' "�., o ' TRWSITION TO �' /\"\,'m
_ 6l3 1 . f
' ,e'}iDPe-N-12 CPP ` 9:1 /r; - _ --
_ _ - -
- _ -'129 LN:r}. 0 0.3X _ $ _ _
GIU '
PE=190' -�
AEA .-,!? y'`4/ry'' - - _ `
C v Yrz '
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r\I I T..... P .5` - _ , r /
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FINAL BUILDING PADS AND LOT FINE GRADING TO BE
PERFORMED SUCH THAT RUNOFF FROM ALL DEVELOPED
AREAS OF EACH INDIVIDUAL LOT VALL FLOW TO THE
THE LAT. FINAL LOT
ROADWAY TOE E REAR OF
GRADING SHALL PERFORMED SUCH THAT RUNOFF
WILL. NOT BE ALLOWED TO FLOW TO ADJOINING LOTS
OR TO THE NC 12 RIGHT-OF-WAY.
\ "�j PROPOSED
�," vtt 1 \` --' �_7 �/•�' r r,,,'ivh 1' r Y2� r _ \ � , p,..91.r // \ - !' .-'i'�'\/�/•V� I ETAINING WALL
-
'Eu - F -i_ _ - - _ -"y-" ,�._- 11.}:':LdN`;+t l.r,..,r \.R ". _ 1 - / ' _ ; i (DESIGN BY OTHERS)
ttl . _ _ _ _ _i- - _ _ _ - \ � ,. Y ...... -) .5' \ , % , _ _ '\ n TOP O V ABOVE IX. GRADE
I� ' i I`_- - -- /'� - _ -dC' i DO al, M.F.F. a15.0' \ /,'',• \; �'\ROTTOM 018.0'
' /20- _ M.B.P.E='15.0' 14 1 6 7 14. '':Rk ,{ _1 I - q �\ - /.' _ :^ �',\`t
( i It a� GUTTETe / 0,' I l_ � \I
_ _ UM 73u \ ' -f _ "
_ ,7\ I i _ _ _ - - . \ r ' ` , {p, `�r,�,- 13 / - - , _ -'/ `,\', \� , �' .� y- FINAL BUILDING PADS AND LOT FINE GRADING TO BE
\ 1 ` / 1 , 1, ---
/40'.q//' ': \r - %/ `\ -= - ` `; , `3" \` ` � ` �\ 1 , PERFORMED SUCH THAT RUNOFF FROM ALL DEVELOPED
11,, -, _ ` ` \ • \ AREAS OF EACH INDIVIDUAL LOT WILL FLOW TO THE
N/F tl / /� \A 1 / : r C /: . l / �/ (/ \ `� \a✓O^ \ �� - GRADING SMALL BE PERFORMED SUCH LOT.
7HAT RUNOFF
\:::\ROADWAY OR TO THE REAR OF THE
TIE' CURRIWK A5_5 ,/A7E5 / '' / / / , _ _t7. \ ' s y.. ` TRANSITION TO � � \ / - � �\I . _ \�':.`,' \\ \. WILL NOT BE ALLOWED TO FLOW TO ADJOINING LOTS
GOLF GG{IRSE PAR77�25NlP Y "' " / / CURB & 1 / , :`j1_ _ - I ,? \6, .� `�, OR TO THE NC 12 RIGHT-OF-WAY.
DB 363, P& 476 /1 %/-"" / / _ -16- _ / `>•,., r ....•r curTER ��\ oar M.B.P.E = 15.0' \ / ; ,, / _ ` / Q" '- " �
DB 401, P6223 \ 15.5' I '' 1' �ti, "
O/!7-ADO-,�/N-0000 / /� _ /I - , --/5- - _ - -TOP=i3:1'- ` . _ l �y / , / / /, ' / I _ - _ `-- \ \. \\
V
-•-1 _ ,r !
ZONED: ROI/RIDOYERLAY /.e �/ // // --/4- ,'\fir' �' _ 'te'I V.-1I `- J i t '\y "�'I "/ ,I ' /„ 1 ^\ A.. L . _- ----- `'`' \
_.F- / \ Gi / `\ '_ ; _ \' \ '• �' , I, ,'(/ /,' \ ' _ \,. J CONTRACTOR TO GRADE SHALLOW
I _ " / a'' / / _ MB� E(T _ _ .. \ _ " _ - _ "tm _ 'i' { _ / - - - �- �'E., _ _ SWALE ALONG PROPERTY LJNE
C / ` M:F,F.E.. 15.5 - _ _ _ _ _ / - A1.8.f r] 40_ .`, \��\ ' i'� ll1,��''I/ , r r-' `l I ` - - -26" (6:1 SIDE SLOPE MAX)
-- �- / N I - - _ - - _ _ ' _ - _ ZF$ Z-1S ' _ _ ` k /r !). 17 C) I. ' / N' i _ • _ M.F.F.E\ `2a.5' -`'� IrLB.P.E 28.0, -�.--_ _".... , r , /
-=jam 1 \ -`_ __ - _ __ _/ �EE. 1M 6, ----- --�-7 \-''`t"IP m "\..� I __ lti„4�+ sta. 'j �.\ - __ / '),_-7
\ G6
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h
_ _ _ � - - MF.'RE m1 S r
f - - ' - - - - - -i - - - - !� ` - HDPe p-12 xPF- = "/ •1 c" - - -o km -a 1l ,
F l _ _ -. -. - _ 27` ` _ _ _ -\ '- - 85.IN.FE A"ar.4%_ - ' i ` _ _ •'/ ' e .�{ � - Ct- -Z?
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�.�: 2 \ v'
_ - -
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i - _ - _ -- - - _2 - -
/ '" I' I •__ _ -" _ _--- _'_i=-__ __ "i�-_ _-I- o is rll' 7__ _ _ ____-- / C .. _ +"l:. 18"INV.-220'
r /A- /,; '1: \\ _--`- -//- "__-"- .�\;:_' - - '/ ____" '" ay ,\ I___ _ -_'__. -,p.�q _- 'M.B.P.E-24.0' i -_'4, ,* a_'�� - .` N /i T
/ , / -' - - - _ _ .- - _ _ --�� s , { - _ _ _e°�F _ _ _ M.EEE - 24.5' �S D.I �' 1
/' ,)°'i�v'4i"?;' _ _ _ - r__-t \ \ ` - \ : - i - ss-i -- q f___ , r___-- ^i I I T ��6y O.B' 18"INV.= Ob p Kr .B.P.E u 28.0'
/ / ✓� /, _ _ _ ,/ / "\ \ \' I I _------ F I I -+ -L--- \` ` , > 1B INW= �.a' /
I --L- I I I r M.B.P.E - 21.0' " ~ MF.F. 26.W Ij
/ - ' /. / - ' n o . ,=. +--' I I _.yJ M.RF.E : 21.5' LL A
// .'/ , '' / :,'� ` •, `OMA6,BAY C 1 _S, 1 PROPOSED � \,, \ Y6, , n ./ , � ' /-
/L ,'/ m / / / v, n,' .,' : COMPANY, LLTj ; RETAINING WALL P ,y ' ', - D.I•/6 ` '- 18" HDPe N-pfl CPP "f ,
.` ,'/ ' , - -- ' ,' i ' DB 4Q0�P6 72�. _ _ I 1 , I _ 2 (DESIGN BY OTHERS) 1 \ S�O 4 „ TOP=21.6' - 1+ r ' 107 LN.FT, 1.9X ,'�, :-
/,' r}}7' / - `„ , . ` - Fa T I '' O TOP 1.0' ABOVE IXISRNG giADE �'\ ?, H' ,e"INv.-n - tom-•- •° "' / , ,� ;
, / - / -/' // "\ `: l2 11O h- II k _ BOTTOM O PROPOSED GRADES SHOWN \ \ ' ' \ ' - �K - - �� i GRADE PAD TO DRAIN TO I
' �� 1,' , / •3'�5A' T / /"ti \ `� ZO :�ROI C J W 0� Y ( I \" ,1,',' 4 p.2 b% .-r ,t. P N ♦ /. • ''/ .', SWALE BETWEEN LOTS 454
, j, / - i '`�. ,> "` -, \ "",ck 1, I __-,I i --\+ I r� \ ,, ,, .7 _ /'' } I 1 I - -` ,/� , & 453 OR TO CUL-DE-SAC I
1I. ,� , / - - - / / C `y� I , \ , 'I - r1L IL- II i' 1"' ` , \` : - OO ' ./a/, • , :18" HDPe N-12 CPP ,'/ , , ,
/ r• / v . y% \ N ' I L, I -I--1 l \, '�` +t -.1 - 44 LN.FT. O 0.6% 1 Wit' LOT 261
1 1 ' , I 1 _ ,.t ' I> 3S\ --,I , I------ I I \. , / /At - D.I,de I ' -, LOT 262 I
1 1 / , S �' - r t // �,`.' `. \� x - � ° p� T. , 7oR=2ao - I I I
' ! , N p `.> -36- - _ - �.1 ; . I--- - - rJ J / 23.8 +J�b� ,18"INV. 20'2 1.- ,Nam, , '!,
! / / " / S X�, X a� ��. , _ _-. L -!- _ _ I ! / \\ ` ` T NSITION, 70 t1 f' 8 HDPe N-12 CPP A _ - O ,
'/ Wul S !' i - " _ �. , {N.FT.Or,r - _ +,� '.-, ,.1'e' ,( N/F
/ , ` =� r ". 1 T 7FiE
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/ P . PHASE 3 LO l - TS 67 363
T - {
OP-21.3 r ' I }J
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i ,< >,� '� �`:• "-./.- Y r, t�, .. _ 16'INV. ne I `! ryy. ,'i , •`�',l„ PGF,5L179 I
/ / / " > . a : ' y 2' CONCRETE RIBB i - -I �j TAX MAP 117A
\> " .,. - /'' ..fir_-` NRI k 1 5,..y P '-:,St z ' -•I !.Y'
Y1 ii EDgNG TO MATCH _
I 1 J I ,•. 'L ��' '1'
:v .1. 11 I RNGC CR:
\ \ . _�::: _ -I «z •f 4 f ;, \. Exs oN EE ;
" n \: : { . • . : i'V `'.I'f .__ ) c TOP=20.8 EDGING ALONG HUNT i--"' �.`_. '/, , '' % �r „ \ .....
, " , .•: •:•:•:•:• ,�.:::.:':•::; ::. ,"'r" CLUB DRIVE _
5 e (1 ,/ /7 :1: Nfi' 'I( 16I v.=1a:o' I " - ,'I;' I
3 F!,�1 �AGBA� : "I
` J _ ;•p \ L:.: _ :'1 11 HALIQo- . v4:, , 8" HDPe N-12 CPP _ - - - i . - - 'i,', , APPROXIMATE
<: - I -
0
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tlP: 'r iz. FIRM r
- - I h L SGAIID
/ - 1 -
,,q ,' ,, , , `;;'::.: -- - '-ti -�ti�- .,/r/ .D6. I ;7_'ay +._ . AEm-ffl iBP-INL-IFRAMmm-?- =- ;'1 / _ --- _- - ':. '+
/� .T r / ^ ) 1 / y - -3B 33 It - tar',;, r: D� :'Y3/,' e 9i .: 'I . , CO . RIBB � l _ _VAR1'MARHq- 4D_ TOP-0-15.9'- - -s./ , - � - - y
/ \ YyJA. / .\' ,^< \ ''^- - - - „�-�_-'- , - \ f l W ` <' :? : l2FJF : . \;\:\ - • _ _ - .� SLSN-717�PRBPOSESd�ePHAL3� - - ---- - - - - - - - - - - -� _ ��• rR
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h .- - - \ a ..3 _-_ _. .. - _ .
/ \ e - _ - - -- ----- -- ---
k2 .........::•::•:•:•:.:: ,� -- -
1 -p+_---- - / /' , l - - -- -- ------ - -
I
/ GRAPHIC SCALE \
5e 0 25' 50, 10tl
\ \ / ( IN FEET )
DRAWING Fl P92009 PNSA-BASE 1 inch = 50 ft
PLOT SCALE: 160 /
,. / , I- .,,(p c. ^ - - - - _ / , .. .
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