SW7961118_APPROVED PLANS_20070330

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW��/Ql�l1S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �2a) j
YYYYMMDD

?1
i
m
L
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CHD,BRG.
Ci
45.00
70`31'44"
55.39
51.96
571-14-06-
C2
45.00
70'31'44"
1 55.39
1 51.96
1 N71'14'08"W
i, RONNIE J. COOPER, OWNER, DO HEREBY CERTIFY THAT I WILL
DEVELOP THE PROPERTY N ACCORDANCE WITH THE APPROVED PLANS WHICH
WILL BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM SUCH
DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND CHANNELED ONTO LOWER
ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT SUCH VOLUMES AS TO CAUSE
SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES. IN ADDITION, THE
DEVELOPMENT WILL BE CONSTRUCTED OR MAINTAINED SO THAT IT WILL NOT UN-
REASONABLY IMPEDE THE NATURAL FLOW OF WATER FROM HIGHER OR ADJACENT
PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY CAUSING
SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES.
DATE: AGENT FOR OWNER
AN
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EXISTING SWAI,E
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" I 1 MAIN k k ky k4/ --"6' ,_R_.� �,,. •.m"" a19.- ", 1 EB' nY --� "_.` r'_ _-_m.�POSEDSWAt 34.1' ZONE GB PROJECT NOTES
. I I BASIN . �, j j m ---�- I j 1. OWNER: MABEL AND RONNIE COOPER GRANDY
4 I.
. _" �...1...--......'.. -� tl � _I ! " J P.O. BOX 149
I / / ' POPLAR BRANCH, NC 27965
Y „'i'�"^•-�,.,- a w 125.0---.. VICINITY MAP- NOT TO SCALE
/ ...-..: \� k m. NOT A PART ` ;u ,r ! h' m ♦ �'_"'�
„•, O °, 4 4✓ �•r;'( k r q k 4' CONC. `'�+-• o SITE ADDRESS: 5812 CARATOKE HWY.
�6:_.._. �'„ m i ' - 'I>,
f / S h' 4• 1 TON FLUME W mb o PRPOSEB BUupl 1 2' J POPLAR BRANCH, N.C. 27965
• . 4'.._.._..-a?-._.._.. °d_.,_.. `d'.._.. 4.._.._.. 6', 3''1`,/,-'! ry 4, 4' hr 01'1 '�•-� ASSGL 1 RIP R 3.Opp INSTALL 18 H.D.P.E. CULVERT
1✓ ,fbti g 6q 1, SF S.O.G• w TO BYPASS POWER POLE. BUSINESS MAILING ADDRESS: P.O. BOX 130
1..1,19 hti o �a ;i ,- , I •� O , ' 14 b• 4 o POPLAR BRANCH, N.C. 27965
`'' Q `1 l" ,/� r" � '•. \\mom/}/�° ( m • � 6•
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ry '. •.`,' - N 13`3.3'GD_W 298.61' _ _ PR r �.'I \' / ••// • , a ' a. W "k, own •- b � , ° • ° . . . .1 ` • , PF
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>'". i7 ct EXISVRNG -..._ ;. SS 1 tfiP RA/'4 m . � , \- 4 n' • - 0 4 1 C �HT POLE 1 S f m' h , tl, • 150.0' PROaQSm -� �, d 25.0 16.6'
'1 M '\ 1 M k 1�'( m�- "EA1
4 3j 9' �' ADD 15" COUPLING ? ®I FOREBAY p mb . / / " 0 h•' a:. ° d\\\ 1�+ 19 "'
7��p1 60.3' EXITING FENCE ,`'EXTEND 12' 00.85 / a O b•
h° . /b� g /T/777£XISTtA•jG �FHAS 2 -. T = [x� 0 ...._... ,. a ., ' 0.0 'b' b Ct°: . " ,R= BdI . 7
.O 4 n
' ` ' . ,1. 1h 1 STORY METAL o ?l7,� T %CON REIN: F! ....-.ys:.r ..5/ ,y A'. ; C, o 20,0 0 t °, I.
. ,y .• rJ BUILDING -E' 8' .Ca 0 6• , o '�R F7.5'-" I.
• a f Ry v 4 ON SLAB, 2,442 S.F. PAR SP ES 4' CONC. FLUME W/ " p b t, h 4 a'
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• b �-;�� CLASS 1 RIP RAP 4'q P k' J
.:r 4' : ,' ,.1/' n"'9 t,, a..'..;E,3. to .3'• ® 8 _ a d.. A. - ,h. 6• ROPOSED BUTLDI -1D.D !
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v,.,•' /.:....,,... 12' 2 PROPOSED CONCRETE" .'a: I• 4 _�' ° a .PROPOSED .""""'--.�.�d' as y. .�tn
• INV. 8.16' D� .,OF'1 Ep(CE" 15" HDPE ° . - .
c .' ! • p,� �, . ' 2 PROPOSED CONCRETE PNNKINC SPACES 5 ': •} "� 'VED m ,° • d • N.' . a a '- -" - �' n d Io
4' 9.°. ''. :" •ti ...'µ PROPQSEb': ' :QER jO - �q . O 0.65. CONCRETE ,a °' ".b Q .- - ry
....;1 Ir`t : •n °� PARKING SPACES ..,; •EISI, ..^a'm4^' .a3 10' ,q. ,1`""r><. A _ _.. ° 0 1 't.
•1d, ' '. /' • c t 17• L'�. ' ':K,V, .'.. :..V 6q ° O'd N 85.p 6F' 9 d~ n'^�..-.- '
I • 1© o EX1wTRNG xPHASE 2} s• i , O - ����.y� .
t fiKIS71NG ?' /' '.-%' "::: :...... s 1 STOR'f METAL a '� 1.2!. ✓ .''.wV .. :e; 3. da'.. ,� o p:1 't p ka .. a Y� m""?`-•- -hAd °.'h -° ..
W, ; • . ....\ N INA26 4• 1 m o '1 p ` m . 1 'T4
,•:, IS" RCP - 0 / mI; . .4 EUILDiNG 'D' ''I •.:r�v�I, • _ .y . �,_.__ 4. -'. 6. 4. ,N 4 ° , 'd . e1.
,
ice'" / a..' . 1: ON SLAB, 5.26D S.F. -•.�,A.� Y?'Si EXFSTJ�IIfi.'>,. , a_a .-.,�5.p, r. 15 .p 4 4',° ' ',1I °• �a;; "
O •i ..: , ... �.� . 4 : ✓ '5' . <. ' ii , 3:. ' . 4 . a ... _,4_ - "O POSED •d •A., '\' 101 I g
EXISTING `U',t'.'r.. .4 i 4� ': PHOy'OSED.�,\'I, -*'2 !>•f.- aUGI: TI ll-,„ ! Y. r"�..... 19.16' 13 A�BL •--.'- -� ' 6 m0 P�6 BUILDING+Hh '.w° I
.,e %I �C�dICREIFr. Q' 7^.' I. 16 ,1 .'EMSTING<'.' �. a q, _ m h .625 SF S.0 a ' 15.0'
4 , . ,' . 1 ° .+ ; ...l , :,'CONCRETE .w, \ ` b b1' PRp QWZ - m. F.F.E. 9.0 •G. to ry Of o 20.0" J
20' DOUBLE I z6 \ ?; .: ,.a m' . r WAF,E - 150.0' 0'l ofo 1p' 25.p'
SWINGING GATE v.= . { _ 25.0' 15 0' EXISTING EMERGENCY •!: "o m'". . � ` .a` -I.`,', EXISTING.;.. ,.V ' .. . .T . I +,..., ,A _.,, '� , A . q ti '`s2�T'' -- •--..� h -.._. os o, -
ACCESS GATE I I �`±e' > . :CONCRETE. t e - ,',IY. • .. ' .o ' .'q ,� '1 c)• 1 TON CLASS 1 RtP RAP R -�• �._ •._� .0I.
'• , °' __.•..- - _-w ._._..._ ___;.._.<. T p d • n_..: �' 'I' 'h"`A` b EXISTING CIXi0. FLUME 0• -.._ •(Ir --•-- .y
k j ( 1 1 ' ,---v. . 1 , , '_- .. �.�. $.,.._ T 4 k Ap _"'_' ---'- L` 15 MOL rJ g
..' " .b. 4 .. , .. .., .. , 16°r" XISTING FENCE 6 6' '�"^�cy - - •4-:16- 'V• 1•
. e 1" ,�. .. y i i 4 ® m'N o y ti •.---.�f15 24I 1\1) '.YA+ ~ .- PROPOSED 10'
,•.�•� I - .. ., . _ .. _,.I 4 ^x INSTALL 1- 8' 90' ELBOW '_" 9'07031W t44 ��'~L ACCESS
,a . .. , .,. .+. .•.£4ibi1NG:' . 1 .. , _�}}, 4' 6 r z .._ _ne n 3'
. , I j 3Q.0'., A;PH: J;T' ., ..i., •,,.,.: `... :'•'... . kp '°f 6' mk `_' -- 6 mP N 21.2ow` W 1"6.9 _ _ -.--
• ^T'Y777T1�T/ ��.._,. -.� a' _ "` PROPOSED F'1't
a, ti .zb,.6' 20' UTILITY EASEMENT - -
e EXISTING 1 �j gI h5a _ _ �?r . - Y
• 4' /�' 1 STORY METAL 0•.•; .•..:1 "' 1 V'7 ,,1 J `/ o o"J INSTALL MJ PLUG THROUGH h 1"
'e;•; •+ ',� .. Ci"i BUILDING "C' ,;;. 81 '. `'., k 4g ,I 6p 20 UTILITY EASEMENT---..J. bg m� 't' U�' ,to '+ry 'a' BRANCH OF TEE J*
I4 ,t � ,. •, ON SLAB. 6,300 S.F. J 1" ��!! q k '7°• k T'
�'. •'b .2 : mb 1 by 4 4 Jb' b 0
4� .: •a j '. . , I I ! k 6• k O-'10'_"'.� EXISTING Jn
:..", 3c 30.1', iD "y-I INV.=4.60' Jf 6' l''A - m UGHT POLE UNDIST ¢tF
✓iiiiii­11 .:9iiiii�✓_•,iiir�/i//iii{l4Li , , ,I�• J h :. .:. w EARTI- --
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k• I $' Q f -A. . a
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f I N.' v • .. ..'. by k ye. .:a a. LL7 so
m £XSTNG
m '30.1', . 20$.0'' . .. . ' I., V' 12' H&E 4• J 1 ,, 4 ' a
•.°•'. A �/Yi�"/T7'7J7lTlTlJ77!1!7%illi/! �. 1T717I ,. /7T/l7lTii/l ., � I � � h � y: y`:•.+�•:
:. 4. I B m• g I
1 c EXISTING ,� �. ^� `1 I 6. 6q n• .'„ .II..
1 V.=17.1 I hl I. 0 1 STORY METAL 4 �. 4' n• by
, r 1... `. •. rS BUILDING 'B" o . b I I J e- I
I r' ON SLAB. 4.100 S.F. 1• ?a:,'•
-, ; Ip INV.-4.84' J
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4 •'� k /7% 7TT7 GATE b• LOT 1 J
INVi-V&A, m• 414 0 •EXISTING 1 STORYY`00.4' � 'fly j COE(E BOX ep e� I J I b� kJ e� °,'4 ', a•� SUBDI SION GAd.
Llt• I METAL DUlLDWG A. 4. ' g6' X 3q'ICANTILE1ifRED .1• N J
z� 4q 4p 29.5' f ON SLAB, 3,035 S.F. "IA <,I 6' AUTOMA C SLIDING GALE mq : '. ' RONNE COOPER
q• �0. C / //////////l/////..204.4•%///✓////U/l/////////s!//1���/�////� ••• ro LOT 3 J .y '
Q. Y _.._.._ -, �!!4l/��,Z( �6=- ._.._... , y'. ., a BERTHA COMMERCIAL I I ,,. o "�:�' '. - u MABEL . COOPER
+ty 4 �' EX. SWALE 1p �4 1 e' EXISTINGR; `4 4' " .•
m _.. �•-.._ ._.. ' 3' X 12' MACHETIC SAFETYA' SUBDiN51CbV
J • �' 4`.` "`' <> . _ .. _ •l+ry .. _ .. _ .. _ _ 0'. - •' g _ • .by qzb GATE ^4 . - - LOOP DETECTOR 3' FROM N/F LOT 2 -,
b•, "-...'._-.�..."r'•'• � -• " 4' n+ "CODE BQ '� (GATE, 1 EACH SIDE RONNIE J. COOPER - BERTHA COMMERCIAL °. ,'i,, EXISTING GRADE AT HYDRANT
II
. I ...-_: ...:',
'.�.�. ..,-. - -II1l.II. .7
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•�- , k ,0 S 1631.36' E 16&S1,' I I I q r•: : k F/A00. C, COWER I hE' I SUBDIVISION a d 1 STORY MET SLIGHTLY ABOVE
e °s 4"'•'• I "a' I \'•' 1� •+�•-axaaaar. J w N/F -:-- BUILDING GRADE AT MAIN
q`-- �: n• ! 4 I II :j@ $q ' 1 g 'L u It
z RONNIE J. COOPER A •.. '.,. • ON SLAB
Ij
>3.1 g q- 4. 6 q 'tfi• A. �' 'V' )t q 7 f q d< MABEL J. COOPER ..- .,�.,' .
Z'; j r3 I I e' 10 NOT A PART 1 - I 1 „s ±. - J 8.5
,/ 8� �+ off' Oy I ! ASPHALT' �' a Be drw ro an) 'lam" J 5'- J
,V 4 , ®. ., ! i n a
o. I a I w REPA R NOr A PART
ci'' I O' "' i d° I AREA ! .. t J I 1Q'- Al9' .. ;,£Xt.,TiNG •' .•
o•' { ! `S ! it ! N ! w LL 1 ,yi J,C[`NCRL-fE"- i,
ti
M I I I ! ) !! I q• I ! I it n`
� 18 I " °' g 3
QI I ISO ( j +j -•y •ry Imp e' Ibe zJ 'ro .+f';, 'f ',+'Qe
'_^, j j gGj}(�EX. DU 71, .. 'e : i jRX I g t ` I
0m V ),' q 14 I qb N I t'OOOg E0. t;.`_„ x• , I ,� , ' F I F, Jig J a J • ° , ° O`' ' a. ! -, q, N
ofa. ( X15lNG .S f F I g I �O I t.:I ,, .. Q!i. pi
OO h ICGNCRETE x Za i:ONCRL', `' ; e1 1 1• _p J _ .', •9`+':. °a.':.:.a'•,•',`r'--•A',, '•h
Q'.. ! I ^ ,h' 06 SDEWALK t 13 z I ; Iq• ry m ;",<'^ CUBIC FEET
I 12Aa 1 ( I tee, '+ti.. _. 1 l I r 7t.2 21,7' RUSHED STONE MIN.
q'� •`d 54.1' .A.'•.:: 9• g, ,• ^ R`a q EXISTING _`__-w
•.o' y, '.,"y 8 I q1 EXI5T1NCa 2 STORY \�` h• 'V°' @e P, :V •' 1 STORY FRAME
e . d'N9: UiiDIN ON SLAB • 204 O 6 .w``;••; .,".
e® M F.F.=10.46' i bq. I J I 4- �p •. •. ' "Y' BUILDING AND BOLTS HOLE
•' . W 'q•. .........,., •, f:., .a ,,++,.:. .' ON SLAB ..'g:.fi'
i � -_ a FOOTPRINT 1,531 SF. °oi J mp 4•p h> I J I _ =', : NOT A PART 1 ' FREE OF CONCRETE '" ' '"''
G"J , .I •: q6' q ;:' ^' kLOT 4 J G.F,A, 2,431 S.F. 4 CONCRETE J - . w .. . 58.0' ' ' r
-t 54.1° F,AJJP q ^ I 1 i 1p .w° .•� �0•-.A ro„', gp4,p . �^ E1StTHA WOODS 1 $�: ,. !i .. ,.
:
.
I
4
1II
Gs£D 10' EMERGENCY
2. THE PROPERTY COMPRISING PHASE 3 IS LOCATED IN F.E.M.A. FLOOD ZONES
ACCESS GATE
"X", "SHADED X" AND "AE" ACCORDING TO MAP NUMBER 3720990200J
DATED: DECEMBER 16, 2005.
3. REFERENCES: P.C. C-2, SLIDE 350; DB 765, PAGE 279, CURRITUCK COUNTY
REGISTRY
4. DEVELOPMENT SUMMARY
TOTAL TRACT AREA = 180,703 S.F. (4.148 AC.)
EXISTING BUILDINGS = 22,368 S,F.
EXISTING PAVEMENT, INCLUDING SIDEWALKS = 36,532 S.F.
TOTAL EXISTING IMPERVIOUS AREA = 58,900 S.F.
PROPOSED BUILDINGS = 26,025 S.F.
PROPOSED PAVEMENT = 27,885 S.F.
TOTAL PROPOSED IMPERVIOUS AREA = 53,910 S.F.
TOTAL, EXISTING AND PROPOSED, IMPERVIOUS AREA = 112,810 S.F. (62.4%)
6 �.
5. PARKING: REQUIRED PARKING FOR PHASE 1 OF THIS FACILITY WAS ESTABLISHED
22
AT 12 COMMON SPACES PLUS ONE LOADING ZONE. PHASE TWO ADDED
1z
Z' ^
7,430 S.F. OF STORAGE AREA. PHASE 3 WILL ADD 26,025 S.F. OF STORAGE
AREA FOR A COMBINED ADDITION OF 33,455 S.F. SINCE PHASE 1.
$g
REQUIRED PARKING IS CALCULATED AS 12 (PHASE 1) + 33,455 S.F. X 1/5,000
0
S.F. = 18.69 SPACES, ROUND TO 19 SPACES.
19 SPACES PLUS ONE LOADING ZONE ARE PROVIDED.
6. WASTEWATER- NO WATER USING AMENITIES ARE PROPOSED FOR PHASE 3.
THEREFORE, NO MODIFICATIONS TO THE EXISTING WASTEWATER SYSTEM ARE
PROPOSED.
7. SETBACKS:STREET SETBACK- VEHICULAR AND STRUCTURE 20% MARSHALL GRANDY
LANE, US 158- VEHICULAR 20'. BUILDING 50'
LOT BOUNDARY SETBACKS- STRUCTURE 15' SIDE, 25' REAR
VEHICULAR 10' SIDE AND REAR
3"
CUNDNSTURBED EARTH
• h'1
3' TYPICAL
CONCRETE THRUST BLOCK SCHEDULE
PIPE
BEND
DESIGN
SIZE
INCHES
2-IC
I PR
1 PSISURE
H
L
H L
I
L
H
L
4 & 2
1.0'
ZO'I
1.0 2
1.0
I Zq
t.
20
1W
5
1.75
25
1.75
1.75
2
L75
20
100
8
2
3.5
2 3.
20
2
20
20
JOB
THRUST BLOCKS
NTS
,In nIi
HYDRANT TO BE M+H 129 TRAFFIC
WITH 5 1/4" VALVE OPENING - NO
EXCEPTIONS.
TWO-PIECE SCREW TYPE.
ADJUSTABLE CAST IRON VALVE BOX
WITH 5" MIN. SHAFT OIA
PROPOSED SWALE `_77_ ,
'8' CONCRETE
PWr� C /
A
NDR�H , r, -L L ' Ai.
eA NA S`
D 1 3 N DF ,,vA TLF_ i:. r
Date_ -? T__24017
I;,rmwvef Prmt tln.:57vJ7p61&8
STANDARD PRECAST 18" DIA.
'y CONCRETE COLLAR
\'
VALVE BOX
(SEE DETAIL BELOWQ
1L J1 5" MIN.
3 6.0 I 3 VALVE BOX TO TERMINATE 6' ABOVE 3'
ACTUATOR TO PREVENT BOX FROM
2' MIN. a IMPARTING STRESSES TO VALVE
I
/ 6" D.I.P.
.tea NA �, �.Y r",, ,a. , INSTALL 4"0 PVC SLEEVE WITHIN
,T ,. GAiL E SliATTO EwsTINc -Lr • Y1°'•' " ' ••1- 4p `� ; _ VALVE BOX TO COVER VALVE ACTUATOR
<;: ' , • 15.3' 21,6' UNDISTURBED SOIL CuCTiLE IRON
yI q� ,h & RUSSE!L R. SHATTp CONCREI 1: • ;. . 41' e^ ro , ' "'' ' •' GRIP RINGS, EACH END
3 I .i> '. I I to wal. m. a@ ,F SIDFWALt: ,.2 .°•N' :3 •:4.': .•a: y .. �.: I 4� 4, 4 °1 y'a `e
Z$ .a. 1 Wa O' .. %3 % 4 9 4 _ d. .qs �,..
: '• ; I ' NOTAPART .:aj..:$.:�;.. �' • ' J N. _ HYDRANT ASSEMBLY
h r, _
!'..•: '
:q ., .. .:'.• ','I
4' r. ... ,'1,.' '.`EX15TING.... �: °'> °.. a..
1 n j I xq,E11NG'roacrra =;� J
q' •� . ', - I I . a .CONCRETE 'p'.
V
F
LET
..... q'3 J .. itAivKi{y*C°. Attak"_SP •.•<:' •. J A I. s
• '. e• .a aV +' '" .` Y . '' :,rl t.. :.E•XiSTIPNG,..• .. t•• 10 `5q a ° • a•'4 •,' • , ?'S`v •..,".-..
.. 3 j •' .l; •a•�, ,pI '•.., ,. ASPHALT .. .•. e'M1' m 4 I. ..µ..•`..
.' q., 1 1
: i I 4Q • • r.. q 0 . k 'Q. ,1g 1' i . ` .. .1° } i "' S .. v 0;
e
�q' j ( :. REMOVE EXISTING PLUG g .e . °Y .:'e ,l
"I.. 1 I
• g••' • 9; • 8'4 • •' 4 INSTALL i- 6" GATE VALVE r ";,. ` I
e. ° ill,
M. ".' Y •a1,,. h '•' A: INSTALL 544'- 8' SOFT 21 e 1� m J .a
•1 o q. j--.... h PVC WATERLINE J
I m I I Y `�
:' ' I _ J
..... i 't 0• 9 9 I; @ 9 <e ; ; : , , .,, . .. .1m Vm .V.. .e: "/S,"� A, ._...,.: .'_" , . A­`� ® a(
.. . a
y b 90 9 9 4} EXISTING I EXIaiiNO :4 I m 4^ nv�315'69'S2=WC.�_ hg 757.44'Q!l 98,uM• N :' HYTHbANT , 4' r °CONCRETE. ` ,1y ^O D ,a .. > .
_ .. o
. - _ _._ _ 24.95' R E '1• ^? 64 1
St 5'39'
'•qry:.. 1Y' "z o� ® " 6 Ts+''Ss 3� E 2 ,93 ,.1..' .. y,.f' w _ SY I 27_.. . 6� ^= bm
INV=6.68' q INV=7.D2_q:3..-•t'_.. _...._.._.._.._.._.._.._�._.._.._.._.._. ._.._....._"• ._..,p?.. _..-.. 9' 17E1 .: .` 4 6 •'1'' z S75TSS'S2'E125.0® ..•.a
RC 4 a - n ,, ._.. _.._.._. 0 4 'E .517NG �.. _.._.. _.._ k '
.\ m. ,�, h. .V. 0 INV-6.79'\g n°, 15'RCP :.. IAV.=6.'i8� XISTg9G 1. m._.. _.. _.. _..,T#L.._.._.._.._. 1\1-- _.. �° XI , 5 4 a ,•+�:.
' 47`• .-_A._..-. ,i `m.,. 4 em 68 S . 6P 3 by 4ry CII - bO. ,° .. _.. _...
. y .._.._. ._.. _.. .. _.. _.. _...g:-pt_••-.. _.._.. _.. _.._.. gq,_..-.._.._mom.._ 6 CpNQ,D btl••- E1 ,L,`ON REE .-.a':.'a... ... 60 �q '15
4 "•�`'L •.a �L a °,. :' '. `:• Y. O'3b. g� �._.._,t'......_.._.._. INV.- 8�of"".. EXtSTiNG 'F-NV.w5:77-.• _..-.._. _.. _.. _ `'GQN.. i I .
NG
4 4 q 4 a ,s v xol,,:; �CONCRETE.4\ g .. pryINV_$82' : :`; y�•, ��- IN1La,5.97:
4� L- EXID NG SPOT ELEVATION U.S. 158 (CARATOKE HIGHWAY)
O - PROPOSED BOLLARD (120' R/W) UTILITY LEGEND SHEET INDEX
0 - EXISTING BOLLARD TREE LEGEND ■ - EX. CONC. MON. SHEET 1 -SITE PLAN, OVERVIEW & WATERLINE DETAILS
__ PROPOSED TOP OF BANK t ® - WATER METER SHEET 2 -GRADING, DRAINAGE & STORMWATER MANAGEMENT PLAN
-- PROPOSED TOE OF SLOPE EXISTING CREPE MYRTLE 7'. PHONE PEDESTAL SHEET 3 -EROSION & SEDIMENTATION CONTROL, LANDSCAPE & LIGHTING PLAN
- -•-- PROPOSED 6' CHAIN LINK FENCE EXISTING AZALEA SHRUB t3 ii (L -LIGHT POLE
a - UTILITY POLE
EXISTING RED MAPLE `a -G - GUY WIRE
;'1I:*1j_ " #80 BAG PREMIXED
A;) CONCRETE
6"x 6" HYDRANT TEE W/ MJ
PLUG THROUGH BRANCH OF TEE
SHEET:
..r..V
lyy``bsvlf++i//t�;88gp9'Ap
��•`r.`0'a t+ ^p V,'tHO ®dyes
I 3 .' LSStC'-/-I v ,.
POPLAR BRANCH - CURRITUCK COUNTY - NORTH CAROLINA ,"�:AL
�1a19 _
let
SCALE DRAWN: APPROVED: CARD FILE 239SPPH3 .-
11 r
1"e30' KPO CURRENT REVISION: 0 �, "°. GI C ,• `
PROJECT NO: DATE REVISION .8a da+a d / pE, 56swli%�`�6J11)410
239 1 1/22/07 DATES
PERFORMANCE
NGMI�NEERING
8604 CARATOKE HIGHWAY - POWELL'S POINT, NC 27966
PhOWCM 40f-IBARs4 FAX CM 40D1-*V
CURRITUCK SELF STORAGE
PHASE 3
SITE PLAN & OVERVIEW
�I
- -T
- - - . - - - --- -
i

SOUTH END NORTH END POOL r+-, .
Al2A - 0'.. ,' BELOW ►fBINAMF71T POOL LE.'.f,.
♦ S-3 •. • • " " • • '--'" AREA 2 - ABOIA PERMANENT POOL ;.EVEL
2A-f 7.8' 10.0' - - 9.d _- s.0 - 104' 54' - - 7.5' - 7.5' 54' 7.5' 6.01 1&2'(4 - + " - " '•'1"'--^ - ---.,o AREA 3- ABOVE PERMANENT POM r_EVEL
O SEC110N LINE O SECTION LINE 7.5' O SECTION LINE , ♦ • • ,. " -
1 E_,p
MAIN BASIN -.-..
FOREBAY #t rIO� i v�TH� FOREBAY #2 - --- t --_.. "
® ELEv. 3.3' ELEV. 13' r'!P� ._ F ERMANFrJ r �. s -
3 (L{�� T E
1 �
��t °OOL -" -3
} O• 1 _ ,wy,. x�- ! -..... ,. _.+y . __ - .. _ _ --- Lao 'PflW. POOL _.. _._ J7 a - _. - _... . _ - _. • . _
e as'
f0 V. I J+ ° 1 L- 0.3' BOnOM ELE v. -J+ °• 1 L_ 0.Ir naM v ] t �° ° \ 1 • ®�� - (- . E _ 1 _ i' "•r- :`.
} 4J °_JI 0°, } 3 0°. \ 1 'Y
' J 3 PLANTED W/A FRES1144 MARSH SPECIES 'E-5 ' -
I ,
PLANTED W%nFRESH N�itR9H SPECIES \ _.. - I - -- _ _-
NORTH END MAIN BASIN E_3., FOREBAY N
(2) 1/4"X 2" FLAT S
8UA IIECTDTO SECTION _-A WET DETENTION BASIN AND FOREBAY -. �,,,,..�-..r�MA , _ 5 I
PROVIDE. 3/4 EXPANDED METAL GRATING. •WTI DIPPED t7UXA0 ]ECTIDN AT ----A --1- .^ �- I- 7.S' _--- 13.2 PL "� -
GALVANIZED OR STAINLESS STEEL ON Tax AND BOTTOM TOP OF TEE (f•�la'i I y Nt-.iV �i
OF GUARD SECTION FOR TRASH EXCLUSION, TAG( MELD OR NOTCH 15" CMP GUARD _
MECHANICALLY FASTEN TO PIPE. KTO 12• CMP TEE SECTION 8.0' . ¢-��.lz,� I /'"• 'S, 4 f LL -
&V TEMP, POOL W.o -+•- /. .q + ----+L...,.,y ,'�---•�-._
"�•
--- _.- ..-- --''����
' 2" DIA. ORIFICE FOR DRAWDOWN J.8' PF.R4_POOL _-- ° _-.,--. .S-2 I �- / 1 - , .-u-J
\' INVERT ELEV.=3.E)' M /
NOTE: ORIRCE INVERT TO BE ABOVE \'',, y Jt 2°. e r !C /�
OR EVEN WITH INVERT OF HORIZONTAL G 3• BOTTOM v. 3 E_ 1 LEGEND
BRANCH OF TEE. - 00• ' //j
�- BENCH �!, / �_--j AREA 1 - SMALO* MUTER (ENERGENTS)
PLAN VIEW L, " -.t1 PLANTED w%nrRCEsi M sPFaEs ,L -r am.... /,•'.'/, ,/;Y i_ ,....� AREA z - SHALLOW LAND (HERBACIFOUS)RMANENT x �,S_bE.t
15' ALUMNQED CMP PIPE SECTION B - B 0' - 2' ADO* PERMANEN' PCXx tFVL
- _ '- `./ J r SOCiTION
ANTING AREG.
�� .--- 'NE-f CETc.NT10N BASIN OUTF-ALL STRUCTURE ♦ +
12""t 2" ALUMItN� SECTIMP ON \ PIPE GRAIN BASIN ."T--=y. �1 F-S.-
1 BMP PLAN7 SCHE)JLL
11.0 _3(+ =107 FOREBA-Y #1 - - --T 2• DIA ORIFICE FOR DRA9IDOWN �'`. 'd �' - - AREZ COMN01. NAME SCIQNTIFC YaME ANT SPACM1ANTNIT ZEE WI/;II T TUREINVERT ELE / 3.8'. �t �,;;r. S5I P1 41 PL A n wA \\...\ ,, � . ,' . - E-1 1 SWEET FLAG 'Naorua aionuf 1/ 4a.t1 1,134 SE 294 up to 4'
PRONOE 1/2 p3S STANAESS \ ' �\��\ \ \''-\ '\ \ ' �`� - E-2 PICKEREL ItEEC Porledwb awaMla t 1/ 4 CC 967 S.F. 242 1' 4STEEL EXPANDED METAL SCREEN�E-Z - I _-��E-5 AG ,RIS �MaaaE-3 ARROW ARUM Pettmdra � 1/IatC HGS.F 113 ?'-t32• DIAAETER CONCRETE STAB 8' TEICN ' /. - /
/i -JI LOVADIFD BAIL ' = I S-1 SWAMWHITIE MIlKVAEEDSEDGE AaClapis tm,Ccalm j ,/ 2 cf ,,777 Si. I OW � up to 2.i'
1WTH TEE SECTION EMBEDDED TO wD SLAB . - /11
6 ALpp POIO MARK - ._.-.. - _. , / S-2 w41tFTOP SEDGE RNynchoapwP wlarata '/ t Ar. t,tllf SF I t,998 up ,0 4'
llv e,'.U✓ �l•, f Y + E-3 - / S-3 SWAMP SUNFLOWER I HaNanWuf anquft"iU3 �/ :> af. 2, 178 SF 1,Of9 8 IO
_.., _, „..:,. S W .8 �:A+ +.^AN .�.,. -... •� n ) ! S-4 FOX SEDGE Earn, NA ro,afa I 1/ 1 f1 1,637 SF. �637 V 3-
r N I � N v L- S-5 BRISTIEBRACT SEDGE I Cwn, trdAoiMa I 1/ 1 f 1,720 SF. t.720 t' 3
" BMP FLAN L L
GUARDED RISER DETAILS - ,
® i I
s ,
1" 3' 7EMPOR� "'• - �/' 5pggjficationlifGr stormw0[DL__f.f tlsYlflB
ZONE p At•R _ - - • - `-- ,- -ri
- 1. "All herbaceous pionts w:"thin the Natlond proper (shallow water and
It °` "uu+FG'r'•'8SL`. " - 1 TUN y` shallow land zones) shall be installed between March 15 and July 3+
/^I ZONING LINE EXISTING SwALc ,_i - ,•" I Herr ^--.,�•,•.• _' - L ' - -- _ land zones Shall 3fl De natallrtl betweer October i o and .) 31 shallow
TO BE FILLED _-"_ - N, _ .. _-'� a-/.''-�-..�,,.^ ,' - _ a woody witty lone p hal`oa water an
[T \ INV.=4J2 ,tH �`. .. _._. Ail plan[ in line Welland proper {9 d
1 RIP •• - ' ' 19 C
ND 'L•- - �-- .,'t.¢' 2. "All herbaceous plants. .,nless otherwise indicated. shall be grown in
! E)�5➢NG ZONE to C - -_ - _� pp. _ 8077 e -4--1-- p
i•, 'X`- rt6 HOPE
" 'i` - __ �^•- __.F9REBAY IF2 ""!i(��Ca `�KM..,_ i containers of 4.5 cubic inches or greater capacity. Trees and shrubs
`• �_�- - _`,_l \ Iyl I MAIN _- _ - -� T -f ��D sw,1LF LONE �f shall be grown in carltainer•t of 1 JO wbic inches or greater
INV.--4.28, - -. -. -- __. _. Capacity Ion or 12 Cuba.. ,Cn r
_ EI ;W+_ BASIN - p v 9 ) e a greater capacity ubel g
• -�� r0 a'Ii DI 9 ' IB Ca ('1 n 3) " � ' ' t i
•�; 4,9, I " P AA y,I' 125.0' 3. "Facn planting area (shallow land and shallow water) shall be clearly
- ,,:.l- I }' dA:- ,.•� ,,, p identdied and marked error to installing plants. Vertical distance from
\ Ni 4' f
/ �.-• `� ., ,�^ I 00 / •tG - TEMP ' 17�' FLUME' w/ o PRDPaSED B1/6,D ,1.. normal pool (permanent pool) sh oil be the primary means of locating the
rv' I-��EiesOL [W qi'=RW R ,..' 1,000 CCLL.. >
k. (;..-. �'/ Sf' c INSj AI tR H G lFRT planting areas...
. _. __-RE`bRADE-14CT 'jr e'45TNr SWALE "G. � -� TO BYPASS POWER PotF --�
FL c T ,- 4. "The planting contractor mde' take great care to ensure that plants
i. _-.. FL TO PROVIDE 4.0 INV. -LEV O CUL'JER INLET
P 9 t 9
,. INV. IN= KQTQT _ I / ,F� __- _ - ^s awaiting installation are kept moist and shaded at all times. Under no
L -- - I i t t b allowed t t d
EX. SwALE >" FL�LCWE tP•'tb'� � -^�- -'- ->� - '. --� roots e o owe o you duringtransport,
USED 32`_` �. --,7} - _.. �...__F_._v..--FL \ 8.5.E r. I storage circumstances R ci a dr
15' HOPE O 063% '°" ,. / .T. --IL
_ 1
G ,
r
^` "� _ • , FL i 5. "Unless otherw,ae designated. plants Should he installed as large drifts
EXIS!1NG _-- • -'- - I jCLA:iS I VIP RAP �`• -� a, i (i.e.. mosses of c single plant species) within their respective planting
L .;-- l ! 50 p PROPoD 4 25.0' areas."
uGFIT POLE INV OUT.- Lj F� _ / / _ " 1 .0 - O - CONCRETE ' \ Fafrr't i
I. .v,'� - "k ADD 15• COUPLING - FOREBAY t/t f, `It is the responsibility of plontiny contractor to ensure that the SON
EXTEND 'T o 0.85R - ,.,. _ / ,�e{t 1
F l r N >• "'.'• r " /r z .'i_65 J�r ! ,,;� - .0 o' 1� 1;i1 each planting area is moist or wet when plants ore installed."
- 1 / t'r •'T/Ti •7T/2'Tr(rl-r rTJ'77rJ,`%'iTr/r - -` T_�, '.�f'6"1 _ „t,. 'G J Y> Assuming that yc,ur wetland locks rich, fertile soil. store:
/ I 20.0' o
/•' . 1 V OUT I 4' colic. FLUME w/ + , P' „ - co"Install o slaw release fertll"z er tablet next to eocn plant within the
1
rON sass' RIP RAP ;t'; `\'I �'. PROPOSED 10.0 d proper. For herbaceous specles use AgSofeO Aquatic -Tabs
r., j7,7✓L/ZlILCl!!1<7s<1<to.«llllllle'a...i7!!1/1!L!!!U/.U!/:<'UL<.!<7 ..C��y.d. ICDirG j•.:... ... - _ _
- , 1Gt�G 5 90 daycontinuous feeding 5 grams or equivalent For trees
+ •.3ir. 1 l "�-,, `-I=, 15 _ F, F. f_, S.O., - tor, _ _ s and shrubs use griform0 20--10-5 Plus Minors Planting Tablets. 2 year
'yN-. Olt -. 75 -. F : 7.Gq slow release or equivalert.
a 1 4,1 •'�> ,'2 - Area .: �i C- 0 5O.0' 1
1 .U' ,f 6 "All plants shall be directly descended from Individuals growing wild
FL within 200 n,�.iles of the project site,, tf suitable stock cannot be obtained.
- „ 11.�,00L1�
' -•I "_, // x ""�/lrrrr/r7rriTf77r/reel/Jr':"'^rT/Tr3rLrrTlrJr>rnrr 77r vim -'-2 .__ - 150,0, 20.0 C) �-' " plants of ether genetic provenonces may be utilized with the approval o"
EXISTING - j�6 1, _-s 8' PROPO:;ED. \",.,--•---� e Owner o^ Owner's
INV. 6.16' / I s�i T!ON ;,F 15• HDPE %.-•r t,__._ -
I , ..'....%. ,,7' I ✓/ /} I v,,,IP05F-C, L PFfOVED r� .�'i,. - tea• `""_--,.ONLRE'TE �/J
_ 4r : ,k % ,` ! ^NCjtfTT.H , i:.4I„Z�`. 55.0 '_.. t� _._ _.-_._ PC F.,ME _.-_ ._.__
Lg_
_ ' v_ j T'r ^ .r h ( 11 1 ,�ICT - ' 0 rye_ - -. _ / . - _ I -----_
E ISTING i - - - . -. - ..y-----r.. 1 ihr N- 4.26` _ C:G TEMP POU P
s
rL j!
15 RCP // !� ," ._ �', �..� :, �.r ,:......_�EXM T)N6 -„t .-...�-..- _ EJ.I?_FLI�•�, u PROPOSED I r �^- -' vE Pp0.
a. T �t -.4C4DIhIG •N• _ _ _ r-�T, - 8 7a
_ �.. TR'� �--Y
t PROPOSE,D r' i -.,._ U +- 6,62-1 F _ ti0 \
CONCRETE ; < + _ _ �+ •,-�_.�_ ( cn o I
sal F' �� �'" ', L - 150.__O^_F „ U G O ® iD� L5.0,
so
<•' �. ^ _ / , - 01 \ 3 TONS CLASS
I RIP RAP
V.e� T2✓!!L(LUt'G'LrILL/'Gll1LLl4..th.//!L(/!!/!L!L!/!!!/L/!!L! --' , I ( N `I a.$_ Ri• RA •-- z L -r_ ? 25.0" LINE w TER FABRIC
/ (�
- , P -.v - = -- 'i- -. u1 to . �. - - FL l I T I O N
♦ E xl He coNc -'uaF ,,__Ht1pp u; ----- - ' -
}t J I
V�f__T_ DEIFN;Ti01ti E3ASIN_FOREBAY �
I < l
LINE CHANNEL BOTTOM
-'<`�nirriiTi>/rrrrirlrrirrTrli'Jri/rirrnrirnirrrniJrri�•,r rr/irrrJrr7nriJJinJ�i,,- J>>o� �'''' I �
WA-M CLASS 1 RIP RAP,
1
I• 1 ,t �. 7 : ' I I , . I (5" MIN., 10" MID., t 7" MAX.)
�)WRB E0TNU TO LINEDWITHTYPE 2 FILTER
B'IfTOM 0( _UM -- 4.0 -- FLUSH WITH FLOW LNE,-NSTALIED
- F E --i FABRIC RIP RAP TO BE
`tiJ G P, V. •-4 6C' 0 4 EXISTING (' r-
.I , I LIGHT POLF 7 ,
,
-_..
�
I W Y
E <ISIINL iXIS
,. - � '�, _ _-,,��/J///r/J717r/<7///,'7172/L7/!/,�//J/J/7/!T/rrrr/i77Trlr7r/�%/T/?//f//.'; ,'^'!Jr/JZrV; /7-rr•,^'/>t'Y:7JY////terry>�: a Vr- , - -`
I - _. -. - _ ❑ y - - } �_ _- _. cXISTIN BOLLARD rl _
V_1 t GE•. I _ PRO Ox -OF Ji BANK
3,000 PSI CONCRETE
NV=4.84 _ _ TN 4 THICK
- _ .
( 1 F R(11 �� TOr JF SI OPE
PRU "G T.^ 6' : IAIN I INN r - 'I-
PRC^PJ-t FINISN GRADE TYPICAL F OREB 4Y INLET FUME
M1 I _ ... ,+.+•i.-...-r,.. s //1// /7/7!T//l;?'! "'{/ •.'AJr.�// ii%:'n: `. RIEVIS
=� w� 1 I Uf, - MA cH .AUE
i I DRANA! -..OW ARROW 'N%SLOPE
r�rxNf
7/11J07- ADOEG AOUAT;C I&GETATION PANTING LAYOUT, SPECIFICATIONS AND SCHEDULE, NOTED REVISIONS
{ �r!!^nrnririr lJrii�rrrJrirrirrnrrin ,; ., A /ir/i�rir !
} �C Box ( d •, t!M I )r '.RAIN AGE AREA
a Fi )N s' 9' T 31'KEG
N � - , � I � AUTOMATIC StJ!JINC R;AR-
k
I,
_
/1!!!L!/4` EXISTING - ,
E 7�,SWALt 'T y - MISTING
S' X '.2' MA. ETr CAFET'%
- ',.00P 'A ECTOR-- 3 'RON SHEET
C0QF BOX , �'.' ,.�'r ` _
�y- l_F STOkAGE 2 `3
C . y Lr
fl
_ i
C"iF " ! I � n `♦ M of1tEEEtt�
= I IV
I � i i I r �'- 1 IJ I D A I NA tJ r ° Y1, 04R6l��i' -
e w
)?ViN4,TER MANIt,G T PLAN � E%�,
L , HR tv`;t: C'URRITUCK COUNTY - NORTH C:AROLINA
I-' - --
' _ r 0 _ '•. I - S.ALL DRAWN AP CADE) FILE: 23ciPf'h� JJ , C
I UM
• r 30' -- -KPO .- - - R CURRENT REVISION,
L• I, i - -�,y� u4C. NO. DALE' RE NSION v t ___ •''ArAAt4E 11„'14MA /��/O
J
I,. 239 1/22/07 DATES R/T1/O7 TL
I f1
,
r I
A „ FIE JUL ,r
I' k x I ENE R 1 1 2001
N
. ._ j "r - 860�4f�CC�At�FIR��ATOKE HIGHWAY�POWE11'S P,OIINNT, NC 27988VAR`
#CAX
_ r - 7, 7 - -

.DICK ATLANTIC
OCEAN I
LEGEND /
\• SITE : - EEX X. PIPE PC C ? S( j50 N/F
REB054
O CALCULATED Parvr ALAN L. FOREHAND
- 1 �r
■ - EX. CONIC. MON. 74 02'
\ ❑ - CONIC MON SET (DB 364, PG 359)
♦ - EX P/K NAIL
P/K NAIL SET I TREELRIE N 0957 33"
SEWER SERVICE i, I� W 419,04' /
It ovcK ® WATER METER LOT 1 34S
• � t PHONE PEDESTAL n TREEUNE
07
—�' LIGHT POLE BERTHA WOODS
UTILIT POLE N/F-----------
W ----- 3 _ --
GUY RE
SWALE
ALBEMARLE FIRE HYDRANT ROBERT L. CAMERON In _ — - _ TREELIKE
SOUND ELECT TRANS i CPy(
1
�\ o BOLLARD (PC 1 SL 65) ZONE "AGR19LTURE"
--------------------------------------------------------
VICINITY MAP (NITS) j 0 ZONE GENERAL BUSINESS" /
/
I? SWAB N 16'3150' W 21881' (RECORD) . �'� o /
� N 18'32'08" W 21 FIELD swr,uE o0� ' �� a4 T
i— oaulL ME*AL en^
amLpw, LL
`� � DN 4AB T1DYQ2 rr.T1Q.1, � P �' /- LOT 5
6
AREA 180,703 S.F (4 15 AC.�,
Ps.
�' coNCRETE r. ! '
�-- T
WA E I
Q 1 d(j I N
L/<o(i
�� �n .
a o
1 I It b STORY METAL
MERGEN ( BULLDING Qi P P .7EUmyilV
GKI
% rw
n r.ESs , A F S ,P _ --FF.8
T\ 1
T
N 0906 39' " W 132 07 a a
.,.�. CONCRETE ` - 0639` W'J:S5 .R (FIELD)
1
y.5 IOb
300
i 2
19
X
I O
0
To
30
I
I
%301
I o g
n
EMED[NC
AG.ESS GALE
:NCRETE. <mw-� /
ASPNA.
,TOP, METAL
BUILDNG
oN SLAB
FF-860.
t
fg� ASPHAIV
1 STORY METAL
BUILDING
ON SLAB
— P F =8 68' 2050.
ASPHALT�UW
w
zi
I STOP) METALe
Q
`l
J
2y y
i
aN une
0 !
F 4 -8 66' /
- - —
p( e :r, (� 51.ra.QZ SWALE
�aS
t63t'36" E 166.31'
1
j
'r
0
I
I
�
LOT 4
BERTHA WOODS
N/F
o� GAIL E SHATTO
I 00
r`
i M� & RUSSELL A. SHATTO
N (PC D, SL 65)
(DB 307. PG 370)
� I
I I I
i
I
157.44'
109
oI
0
"-
,L S/
08'07'45" 44
E s
IL . - _,, .4 I I 1 CC "LDS
S 21'20 E 12693
R= I wF
f
v
O I �
/ OPE
11 1 V
I
ti iI I
LOT 3
71
4 BERTHA COMMERCIAL
- - SUBDIVISION
r
�185 00
- �au. N/F
RONNIE J. COOPER
3 AsvHur & MABEL G. COOPER
I n '
n AREA = 43,568 S.F.
o,
FENCE 0
I
to
r�
CONCRETE
90EWAL/t - PARKING 1
2 STORY
BULLfANG
ON SLAB
CONCRETE EE=1046
SDEWAUK CnN(�ETE
/ u I RAMP PARKING
CONCRETE
PARKING Kt
(T9KAL)
CONCRETE
PARKING
ry 6 ASPHAT
PARKING
m L nToo
GAS I CONCRETE
IRWIN PARKING
9GN
34.3'
I
NINE S
HIS 11 RE UBJE�T T AN FACT M" c
LI I. ` E I I IL AN P^ P•TT I �-
N
T F R M Mt A HEWN
O
4 PIN NV N/A
5 Pff ORDER NE [PEN E P< .L 35(l f_ R SL ',_
�
m �
E E-EVATION, NCVD 1929i A SHOWN
0 Ur
�
7 t 1T Y _PA E - sa Y4 - T
.I ALCP _�S JRP58!2 UAPA CV `IRA
EKE ;HWALF
F
LOT 1
v
BERTHA COMMERCIAL
Go
QZ
SUBDIVISION
N/F
RONNIE J. COOPER
& MABEL G. COOPER I
3
LOT 2
BERTHA COMMERCIAL awl
�C
SUBDIVISION CID
N/F I I
RONNIE J. COOPER
& MABEL J. COOPER
(PC B, SL 327)
(DB 619, PG 475)
,,11,
�_—
CURVE
TABLE
CURVE_
RADIUS
DELTA
LENGTH
CHORD
I CHD-SRG.
tiCI
45040
70'31'44'
L C2
400
0'31'44'
55553399
5511..9966
NS7711''144''1ICE
C3
0
445L 00 '
68.96
62.4I
5 9' 6'00"W
�N CARO!%
MANION RA MEEE.INS P S CERTIFY THAT THIS PLAT WAS DRAWN
Q- 9 UNDER MY SUPER'ACDN FROM AN ACTUAL SURVE" UNDER MY SUPERVSION,
Q SEAL c THAT .HE RATIn OF PRE0:5'ON AS CALCULATED IS 1 10000+. THAT THIS
PLAT I- PREPARED IN ACCORDrCE WITH SECTION 160C OF THE STATE
L ?-``J ' g. ❑ BOARD OF REQI RA¶aN RULES "STANDARDS OF PRACTICE
---
, L c59_ DATE I
��'• RAY 0�.•°•
,''4jnn„p•PA• )
99.98' i 12495
S 15-59'52" E 24.493---
E%ISTNG DTCH 15' EwSTING DTCH EKISTNG DTCH
40
U.S. 158 (CARATOKE HIGHWAY)
(120' R/W)
Sl519752"E S15'59'52"E
124.88 _ _ _ _ 125.07
GRAPHIC SCALE
0 [0 4,, -- 80 .6:.
( IN FEET )
t inch = 40 ft
CV
z
i
a
i
{
3
1 V1
z
I s
0
V
5: s
I
MN
LL'
FILE NO.:
0403594-5
SURVEYED:
05/22/04 JRM
DRAWN:
06/23/04 WLN
CHECKED:
06/23/04 MRM
SCALE:
11

LJ
X
CL
q0
a)
L0
�f)
r.
C)
C>
(U
V`
\q:
r)
C)
TREE LEGEND
:3 — PROPOSED RED MAPLE (40' O.C.)
s — PROPOSED LAUREL (6' O.C.)
0 — PROPOSED CREPE MYRTLE (30' O.C.)
4 — EXISTING RED MAPLE
EXISTING SWALE
TO BE FILLED
LOT 1
BERTHA WOODS
N /F
ROBERT L. CA14ERON
(PC D, SL 65)
(Da 391, PG 166)
NOT A. PART
°
r7- °
EX. SWALE° ! & FL SEOPE 6 0
I;p
EXISTING 25' NATURAL VEGETATIVE BUFFER
TO BE RETAINED TO THE EXTENT POSSIBLE
SUPPLEMENTAL PLANTING WILL BE INSTALLED'
THROUGHOUT THE TYPE "A" BUFFER AREA
TO THE SATISFACTION OF THE CURRITUCK
COUNTY PLANNING STAFF.
25.0' TYPE "A"
NDSCAPE BUFFER
N /F
ALAN L. FOREHAND
(U3 364, PG 3°S)
lll�
bwwwom uer�..i7',3- W 419.)4.,
LIGHTING LEGEND
000,,OOA jI11 §2,4j4p,2,4\1,aAM,015%000 j J r J J A \\
0od.a� 41'i32L2, Js�.; a- O6 00_ J J 1 L_ t }
J i J \ 210 j 4}Q l 0 1 0<0 J I \ A J I}
n o la.zp J 1, 2,n a 2 1 1 }; 1 z1
00I0.308 112.tz51_5�, _Ua-5_1i219B4O. DQ
(>0q.1,6SiQ111I111��oanna.0a
- •
ODDe 1 0,3.0;5 "-0, LOI§0a50:303�;0
_0.0(TOD;0-000'1.0i2.D;1_�n-0a£D0 -_.
.:.• F
.. 00oboO
NG
F'OOTCANDLE VALUE FOR
ISOFGOTCANDLE LINES
F
A 8 C D E F
1_5 2.0 1.5 1.0 0.5 O,O
�• ), 47 STORAGE THEY ARE WALL MOUNTED, 70 WATT, HIGH PRESSURE SODIUM,
\ TO BUILDINGS Tt{ A
�"'"'• � n "--" MODEL NUMBER E-W%2H071ZP AS MANUFACTURED B`r E-CONOLIGHT.
-- _ EXISTING
:� �" �_. ' �' 9?' '-"'F- ___• 'S-�. �'_"��.,{ •`--' �..-._..., /' TREELINE �""""'�.'•"-•-. �'�•-'-� ..�.,,_ - """".,,,.,.,,,,..,,.,,,nn,e�e� 0�
- - - - _
`�. '-� n • y - TYPE AP F
_ EOREBAY #2 --pp-- _
i - ^p l _
" BASIN
/� J `q � - - - ms! - Y 1 iREELIEtVE
Ld
6" O.C. ¢ i ,i '' -...
PROPOSE OBBUIs� G
�.% 3,0 S.O.G. O.C. w IVr44 �-
f // !'f114 0..-- /\ _ _ 0 o� r, , L
h� rry \�� \ �`� ✓/` 4° �.°� \$� « ^• ra <� zz I jy
�.,— _.• r ,�/f 11 cif / d'"� r• - `` :'� ' \-. / ! , r —.- � \• J i 4
,, .g- a•., %- 0 � . ,• ,A'�.\X� 1 ,t;,J` C. j-Wa• F J 1f .4i-- %•.,..
' t 1 / f -4"7- (' ` - b ' �''E2i ...._F '-� i .:1 .
EXISTING ._, ___ _. ., _._ u % •�' _ J/J / i' - _k ���� ` f/
/ v }
o LIGHT POLE �, f °� ,' 1 • IK
7 TYPE „A;' LANDSCAPE BUFFE ter i} Sa : ���.• fo �:. r i { �0 '"" -.I - f - CO C�E
.9 — -- -- — — — FOdEBAY f�1 'ems{�
60.ur' EXISTING FENCC / / 'r ✓\ �� �4 y:ti c'. �, d /-� ' •�F7
7177777lT/, 71-' ""�%71-127,`7r!!%v jY�a
EXISTING PHASE 2 i o i o,' �f _ tf,., 41
�%TT�177.7�1J'7T, r" 'T%/T%%7.%lT' u : r . _ _... �...... '
ry 1 STORY METAL 60.0 4 PR OSED
ry
r
BUILDING "E" rIjCON BETE
u� PARK' G SPA'ES �`� '!, t A
c� ON :LIE, 2,142 S.F. - n ,1 PROP SUIL DING
a 120 3' 151 16 17 18 4 : t aseD /.
.Ll1lelz �lzzl_z zeV6 i.•Ll1 _ t7' \ . J }
a I _ -u6 l `r` ' I i 13,150
` ', ` � , _ . ., ° ° �° d —, ry • .; SF
S. I
F r OPOSE f/ _
etV ;. ` qt. d-t:. •. `. ,.. _ a � < r - � - ,. �� -. � .. ..... .. GJ� „`,i .�.•-ld a � CO
_ a l MAINTEhCANCE/�" h " 1 OD
.'. iI
".e °y _ '%!'� �-_..
4: '�:' ° 4 nl o
+
7T7717`iT/T T/7Tl/` ' , ' �i772%7 7/777T%TT/7TJTT/ "tea °'r
:05.?' �J �. - "a. ti f 1 -
.- _, �� a : 4' :?, • t . 1r. 1� doix l .t -^
i _ 1 9 1- (', !d 8�� R PS -'S 1 t� j zi ' ,
a 2 PROPOSED CONCRETE + .. : +, _�: - - �- d .r l!� r v� v t r" - :3 v _
T)ON OF- Ei PEA �. �.. -----_ t a� 1' Cr.�- �_ O i ) . ' lv 1' c�
PROPOSED OSE.D CONCRETE PARKING SPACES P OPOSED' �.. \ \' , - ( i •, 4;0 lC1"RLE` ' 11 _t. t"q` lak....�.. / = CJ l I Q
PARKING SPACES 1 . _ +.O �E RE O1fED `� �. tS" ^u �. ~f '1 ,�j j rr.' o l ir { i - 4Q.-�- l-_[ F 1-
CON WrE <'. + aa+l ,, a� =._a^� eiZl' �' _ `� V I , ° �,v 'ij d '� � f ly _ ~' (;1 1
EXISTING (PHASE 2) a• `'-r-1L�-..i�.E_ .__ ,}' I t~ �. 1 I/!jI q d-_�•. �y�\j1. J. `�. f,l)' 1
1 STOR METAL_ G
BUILDING D" n c } ' ?�_� o' `' '�� �h -ti \; v. - _ Il7It �1s �
ON SLAB, 5,260 S.F. r � F ��= - ,�. s+ " } �/ k - �.--" ....���� DR
� `�"'t'-� � ' D� •_� { ?d tee, ° � 1�' l
}}
tY EXIST �1iG b. i 1 n ?
a' a .. ,LIGHT `OLE f / _. � _" t w OFPOSED .� -� � � -C 1
! ry� p
,'k' •: ��" �- ' Fr " 6,6 BUiLDiING "H" L ' .,I�
° 5 (^ / -
" 1�3i�•✓✓ ..;..= nEriICi1 -NCI,. r ,{ p / ,,1,> C - �,.� ..".� �.,� "� '� S� v. V. G. _...F•.
} C:1Nr FETE1110
�( }•aK7
LI/1LrL1 .j✓!C/llr' L�1y�{ I. '. �,° al. 1 TYPE "C"
� f
o i
.> ;• + ,.�1 ;1 ': �� LANDSCAPE BUFFE---J
M
- - -•.0 ' i 3C7' O.C.
EXISTING FENCE 6 `�' (TYPICAL) ---i _ ,i ~ -_- _ _.. �_ _ .. _ a lip
TP
TYP
•EXISTING 1 � k �• � I L LANDSCAPEEgUFF' � � m' i � �,r.r�..�a+' �
ASPH=`J 1t �' tj� O a �' ER ry
', n .' :. CST k- 1 `a• fey ro T-
_ 20' UTILITY EASEMi=NT - — ""+. TYPE "C�LANDSCA'PE BUFFER _ T
NOTE: LAND DISTURBANCE INCLUDES~~! ry
EROSION AND SEDIMENTATION CONTROL PLAN CORRIDOR WITHIN UTiUJAlTY EASEMENT ( y b'
AS SHOWN ON SHEET 1 OF 3 FOR LIMITS OF LAND DISTURBANCE n 5 ry
PROJECT DESCRIPTION- PHASE 3 OF CURRITUCK SELF STORAGE WILL BE THE FINAL PHASE. IT WiLL ENTAIL THE ADDMON OF FOUR BUILDINGS, TOTALING 26,025 S.F. THE FACILITY CURRENTLY CONTAINS FOUR STORAGE FOR INSTALLATION OF HYDRANT SUPPLY
BUILDINGS TOTALING 20,837 S.F. AND AN OFFICE BUILDING WITH GROSS FLOOR AREA OF 2,431 S.F. THE TRACT IS LOCATED 4.7 MILES EAST OF THE ATLANTIC INTRACOASTAL WATERWAY CROSSING 'WITH US HIGHWAY 158. UNE.
THE TRACT SLOPES GENERALLY FROM EAST TO WEST AT APPROXIMATiELY 1% . THE IN SITU SOUS ARE COMPRISED PRIMARILY OF STATE FINE SANDY LOAM WITH A TRANSITION TO PORTSMOUTH FINE SANDY LOAM' NEAR ' �
THE FAR WEST (REAR) BOUNDARY UNE. (SOURCE: U.S.D.A., S.C.S. "SOIL SURVEY OF CURRITUCK COUNTY, NORTH CAROLINA). EXISTING Lo
"!
LAND DISTURBING ACTIVITY PROPOSED FOR THE DEVELOPMENT OF THE PROJECT INCLUDES THE INSi'ALLATTON OF AFIRE HYDRANT, THE CON'SIRUCTION OF A WET DETENTION POND FOR THE STORMWAIE:R B.M.P., GRADING
AND PAVING OF THE PARKING AND VEHICULAR ACCESS AREAS, INCIDENTAL GRADING FOR SWALE CONSTRUCTION, BUILDING CONSTRUCTION AND THE PLANTING OF TREES AND SHRUBS AS REQUIRED FOR SHADING AND BUFFERING.
THE LIMITS OF LAND DISTURBANCE FOR PHASE 3. COMPRISING 2.40 ACRES ARE DELINEATED ON THE MODIFIED SITE PLAN, THIS SHEET.
THE ESSENTIALLY FLAT DESIGN SLOPES FOR SWALES AND ROADWAYS ARE SUFFICIENT TO MINIMIZE EROSION CONTROL PROBLEMS WITHOUT
THE NEED FOR SUPPLEMENTAL MEASURES. IF PROBLEMATIC AREAS ARE IDENTIFIED, SEDIMENT FENCE, EROSION CONTROL BLANKET, CHECK DAMS
OR OTHER APPROPRIATE MEASURES WILL BE IMPLEMENTED AT THE DIRECTION OF THE ENGINEER. ACCESS TO THE FHA.SE 3 AREA WILL BE THROUGH
THE EXISTING FACILITY, THUS ELIMINATING THE NEED FOR A TEMPORARY CONSTRUCTION ENTRANCE.
CONSTRUCTION SEQUENCE:
1. OBTAIN ALL REQUIRED PERMITS AND APPROVALS
2. CONDUCT ON -SITE PRE -CONSTRUCTION CONFERENCE TO IDENTIFY AND CLARIFY SEDIMENTATION AND EROSION CONTROL REQUIREMENTS AND/OR
SPECIAL CONSIDERATIONS.
3. CLEAR AND ROUGH GRADE ROADWAY AND WET DETENTION POND. STOCKPILE SLOPES MUST BE KEPT TO A MAXIMUM STEEPNESS OF 3:1.
P L A N T_ S C: I-•i E D U L_ E_
Symbol
Type
Scientific Norne
Common Name
Plant. Height
Quantity
Niethod
Spacing
Mature 'Height
Small tree
Lagerstroemia indica
Crape Myrtle
3' High
19
2
3(). O.C.
15-25' High
Large Tree
Acer' Rubrurn
Red Maples
4' High
4
2
30' O.C.
40'-•50' High
Large Shrubs
Lauris Nobilis
Laurel
1' High
1$
1
S' O.C.
110�12' High
4. INSTALL FIRE HYDRANT AND SUPPLY LEG AS SHOWN ON PLAN SHEET 1 OF 3.
5. CONSTRUCT BUILDINGS, COMPLETE WET DETENTION POND AND ALL DRAINAGE: AMENITIES. ANY SIDE SLOPES STEEPER THAN 3:1 NOTE: ADDITIONAL_ PLANTS MAY BE REQUIRED TO SUPPLEMENT EXISTING TREE LINE ALONG WEST PROPERTY LINE.
REQUIRE THE ADDITION OF "X-CELSIOR" EROSION CONTROL BLANKET. FINE GRADE AND PAVE VEHICULAR AREAS.
6. INSTALL TEMPORARY OR PERMANENT VEGETAiM COVER AS DICTATED BY SEASONAL CONSTRAINTS AND AS SET FORTH IN NOTE NO. 8 BELOW.
7. MONITOR GROWTH OF VEGETATION AND PERFORM MAINTENANCE PROCEDURES AS REQUIRED TO MAINTAIN GROWTH. PLANT SO THAT TOP OF' ROOT 0 WHERE A SHRUB BED OCCURS, THE
8. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING BALL IS EVEN WTF1 THE c ENTIRE BED SHALL BE BACKFILLED
COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING' DAYS FINISHED GRADE (wir J WITH PREPARED SOIL MIXTURE
MINIMUMOR 90 CALENDAR DAYS, (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. F v{ AS SPECIFIED 3" �„?,,,, " IMUM DEPTH SHREDDED
TEMPORARY SEEDING: APPLY RYE GRAIN AT THE RATE OF 120 LBS./AC. ; HARDWOOD MULCH OWER ENTIRE
FERTILIZE WITH 2,000 LBS./AC. GROUND AGRICULTURAL LIMESTONE: AND 750 LBS./AC, 10-10-10 FERTILIZER. Ckn• w �`^+ ; BED/SAUCER. WITHHOLD FROM
MULCH WITH 4,000 LBS./AC. ANCHORED STRAW. 20 ��3} CROWN
FINISHED GRADE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILJZE AND 'MULCH IMMEDIATELY FOLLOWING a NAw A
"Teo V COMPACTED EARTH SAUCER
EROSION OR OTHER DAMAGE.
SEEDING DATES DEC. i-APR. 15 >-
PERMANENT SEEDING: APPL'1' 80 LBS./AC. TALL FESCUE, 50 LBS./AC. PENSACOLA BAHIAGRASS, 30 LBS./AC. KOBE LESPEDEZA. BACKFILL SOIL - :' .'•:•}
Diu •;'�" ::. .` ... Y : e • +•,
FERTILIZE NTH 4,000 LBS./AC. GROUND AGRICULTURAL LIMESTONE AND 1,000 LBS./AC. 10-ID-10 FERTILIZER. WATER & TAMP TO „ ;:.f i._ t /i ,•, /+• f t
MULCH WITH 4,000 LBS./AC. ANCHORED STRAW. IF GROWTH IS INADEQUATE, TOPORESS THE SECOND YEAR REMOVE AIR POCKETS / r:y (� • , O
WITH 500 LBS./AC. 10-10-10 FERTILIZER, RESEED, FERTILIZE AND MULCH DAMAGED AREAS INMEDIATELY.
SEEDING DATES: SPRING- FEB. 15- APR. 30, FALL== SEP. 1 - OCT 31
NURSE PLANTS: BETWEEN APR. 15 AND AUG. 15, ADD 10 LBS./AC. GERMAN MILLET OR 15 LB5./AC. SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LBS./AC RYE GRAIN, UNDISTURBED EARTH
AREAS DESIGNATED FOR SODDING SHALL BE STABILIZED WITH THE APPLICATION OF "TIFWAY II" BERMUDA SOD. I� BALL DIA. +16"
SHRUBS & TREES (UP TO 3 GALLON)
PLANTING METH
(NOT TO SCALE)
AWa
ey1•rp,Y�j�
rros�wro
DO NOT OVERTIGHTEN GUY WIRES a ll
ALLOW SUFFICIENT SLACK TO PERMIT ,�
0%pp At
�<iF
2" LATERAL TRUNK MOVEMENT IN do%!� �gAyW
ALL DIRECTIONS
AAA
:
At
RUBBER HOSE SECURED WTH
12 GAUGE PLIABLE GALVANIZED--.1T¢�C��Io
WIRE •A___ _ML
bb If kid.
3 EVENLY SPACED HARDWOOD STAKES
(2" X 2") DRI'vEN (MIN. 18") FIRMLY ---
INTO SUBGRAL£ PRIOR TO BACKFILUNG
COMPACTED EARTH SAUCER
01
BACKFILL SOIL - • ;:',. • •Y
•� �••;
,; •.; ..�,
WATER do TAMP TO -,
.-i."y(.::
REMOVE AIR POCKET'S
•+'�
` '
UNDISTURBED EARTH �-^ '''
T HARDWOOD STAKES PER. �✓''
'TREE SPACED 120' APART .
CHIT & REMOVE TOP 1/3 OF BURLAP,
LACING AND WIRE BASKET AFTER
�,
PLACEMENT. LEAVE BALANCE INTACT
�
c �^
BALL DIA i• 2e Ic
PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE
STAKE ABOVE FIRST BRANCHES
OR AS NECESSARY'FOR DESIRED
SUPPORT
AFTER INSTALLATION, CUT STAKE
SQUARE 3" ABOVE WIRE
MINIMUM BRANCH HEIGHT
AAN. STANDARD
3" MULCH (MINIMUM DEPTH)
OVER ENTIRE SAUCER --
(WITHHOLD 6" FROM TRUNK)
�FlNISHED GRADE
PLANTING BACKFILL
MIN. 12" ALL SIDES
TREES — 6 & 8
I
' ZONE GB
ATALL" H.D.P.E. CULVERT POWER POLE. I
PROPOSED 10' EMERGENCY
ACCESS GATE
=a•
w
u
m
to
CL
v
a
o
m
U
Li
\c
z N
>�
Zm
a�
ry�
OSED 10' EMERGENCY
ACCESS GATE
GENERAL. NOTES
L BACKFILL -TO BE 1/3 NATURAL SOIL, 1/3 PEAT, 1/3 MANURE COMPOST
2, ALL PLANTS TO BE WATERED WELL WHEN INSTALLED AND PERIODICALLY
THEREAFTER AS REQUIRED.
3. MULCH TO BE13HREDDED HARDWOOD BARK
4. ALL PLANT MATERIALS AND PLANTING METHODS MID PROCEDURES TO BE
IN ACCORDANCE WITH A.N.A. STANDARDS AND GUARANTEED FOR ONE YEAR
FROM DATE OF ACCEPTANCE I3Y OWNER.
SHFfT:
3 3
CURRITUCK SELF STORAGE
°`
PHASE 3
LANDSCAPING & LIGHTING PLAN
g`0pgit66f➢869y��
�gCAp
POPLAR BRANCH - CURRITUCK COUNTY - NORTH CAROL.INA
� , `✓
w
� / .., i r` `ma .I�✓
/
Coe=g�'`
SCALE:
1"m20'
DRAWAi:
KPO
APPROVED:
RJS
CARD FILE Hi3
CURRENT REVIMSION:SON:0
PROJECT NO:
DATE:
REWSIONrtt
239
1/22/07
DATES
,pEA'�RMANCE
FNGINEERING
8804 CARATOKE HIGHWAY - HIGHWAY POINT, NC Z7966
MOW 00 41104W FAUX OW) 4W- '

ILL
13RANDY
IC NiT
I T _ 'i "LF rnHu .., .
II-FI,
I,MPAL'TEC `I L RENCH
4' 'W-' DE. j _
SILT FENCE DETAIL
N.T.S
5QIL EROSION & SEDIMENTATION CONTROL PLAN NOTES: 99
NARRATIVE �
AT HE TIME OF THE WRITING OF THIS NARRATIVE THE IMPROVEMENTS SHOWN ON
'+E SITE PLAN HAVE BEEN COMPLETED- THERE ARE ISOLATED LOCATIONS WHICH "40,
v T 1, BE STABILIZED. THESE AREAS APE EITHER STILL BEING WORKED ON OR HAVE
IINDERCUNE RAIN INDUCED EROSION THESE AREAS ARE IN THE PROCESS OF BEING REPAIRED
)R ARE SCHEDULED TO BE STABILIZED IMMEDIATELY UPON COMPLETION OF WORK
HE 5'WALES DESIGNATED AS PREVIOUSLT EXISTING HAVE BEEN IN PLACE FOR MAN' TEARS
HE, ARE COVERED WITH THICK, VIBRANT VEGETATION THROUGHOUT AND ARE THERE PIE NCT
`'JBjE::T TO EROSION. THE NEWLY CONSTRUCTED SWALES HAVE BEEN SEEDED AN[ HE VEGETATIVE
"OVER IS PRIMARILY HEALTHY AND CONTIGUIUS WITH THE EXCEPTION OR A FEW IS,. _ATED AND
.MALL AREAS. THE OWNER IS MAINTAINING ON -GOING EFFORTS TO -OMPL'TF THE TABILIZATION
:F NEWLT '_OMPLETED AREAS AND TO REPAIR AREAS WHICH HAVE BEEN DAMAGED
ALI. DISTURBED AREAS SHALL BE SEEDED AND MULCHED
ACCORDING T,_ THE FOLLOWING SPECIFICATIONS
PERMANENT VEGETATION TEMPORARY VEGE ATIQN
`FE Nt I. A.`E c, APR - SEPT 30) (SEEDINT'
Sac N XT RE GRPUCATDN RATES/ACRE SEES MIXTURE APOLICATON PATES/ACRE
R.P GRAIN HS
1,14W,N BERM'.IDA '.0 Ll?5
EATJ7 FR
o i Iuf' Ld.,u;RE
IES UT 2U LOS
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P.C. BOX 2004 — KILL DEML HLLS, NC 27%8
P140WE (910) 441-8" FAX (W) 4d0-W7
AUG 29 20HL
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