SW7120307_APPROVED PLANS_20120328

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ��0,7.✓' "r
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

... T y.n ...r I. e..__ .- is , ... . ... .., ., a ..-.. - '- . _.4 .i - Iiy t, i_ .i,',.:.
Jol� �{�T����
3.1
imp
&J ill perind-
HAf-jMANA&71ENT
x1401' af' INC.
FLNA-L
FERMI T III
ONLY
I IJ504, P6 304
x1326' x14
x145T
i x13.69' .BT
t x14,3o• r4,�' x14s3' 5 020 51' 00" E -- 41-22' _
. `'I �I#� it . 11-52' - �--x-F3:75c - -- - ` - A rNV. 1_lrLl4x,11.49'-,----�c13.5�P `' , ` '. - - - .
y�,4 32' '
i� I! _ ' ' - - - - -• - - - - - - - - --- - - - - - Il- - - - _ - - - - - - - - - - - 1 �. _ " - �A' - - - _
77
_ _.._..c�.f } _ ._,--_- _ -_ _..-- ,._... .'� �.-._.._.xFf -- -.-.._•._ `,yfv�•f.....•._..- •-.._.._ . - . ---- .- - . - _.�1 -.,_ _- . .. ..._.. . &L - . - 1428'
.' { .%..II Iri5l I�' .. s ay* -16' S5• e' -- . 54342." ... ' . f-f NVER3ON ]PR - - - I . ' ' - ' . '1
�Bt _.._.._.._,__.._.._..- --.._..._.__.._.._.._.._.._ .._..- L - Ki43f= _ _ - xi4 -• - - - - - - - - - - - - - _ )1k6e I-
-. I I-r 102
- -- .-
Z­r
I g ' (I;,h - - - _-%14.16' - - - - - - - - - - - - - - - - ' - - - - - - - --xi3flq• Ii ��- 3 - _ -4Jd 1' ' ' • a. a �� ��- 321
N/F
CHOHM COUNTY
DB 103, P6 464
I
t-
w
II
1
b1
a I 1 e . �•� ;';er;..' ..+ r- . a j� �,=; . ,, P?• ,6 q '9:_ E7 _` c".•F `-`.^ 1 I .goy. . �„ ;.._. V IJL- JY C.1v L _....f 101. A/ !m 1114' - _
. I I 1 �'e ;=`yS ;A ; �-- � �!I ,- r :,' w`• : � y .'^ , , s,'..-�r�.-• � : v < r. I r 5�6 � �" ' i� r � � � 11 BUILDING ROOF DRAINS
-I r-• s.., ,# r a .s•" c `r{ an I + ear __ �. _". r-.e -^,�` s•�+• ^•mw r - - 1
I ' I I + r,.ti C ?k',j. €' y '2 :.,•:`�''; %A " ' = "-4 r �L� I !'T4' i" IV �.a� �...- � .�._ -, �.�" : + 3 SHALL CONNECT TO
I l I I "� >•'� y, £� a' ^`fr}'-;- f `' _�.�.r"%t-r"?="; .'= `+,� r '"?.,...•flea r f y 1t7FE ,#;- ,�;` E1� '3^ ' •i�r r f ,. '.s, - '..y 1204'
�. gg
1 I I , • alr .�` . ..Z, i, ri f fl - I I a ' ' y i - EXISTING STORMWATER
r s l086 Q4 [.
• r .. JF�.,., I •,^,•r.y.e`-Y� ,.... , _ a� ..:.. r..,g .s-"`; rk _, .u;-a,fi,.-' `t r ;. a .� - _ _ .! •'�'" ° .°•
a: _
. -+Z , 7.' a.b'r, s._.ar4...tr " . %d" ', :a"v``A`?.:>y.~ +d.. ;. '",� r .. F•+'ti"•r;�.,`✓..'^}�5 t'a' } r •, is I ( 1 • � �: 1 :�< _ .' .� , r4s� COLLECTION SYSTEM
I 1 r ;'k ' xt : . , C } r' 1 :! r Y•{Y- a-,.!; :� .y }n:6 6R •£. �W I r/V YIS+ _ _ nk i. 004
4dL4F
1 F Io-. , I�Z .. :.s a r.. w 3 ., kr.i_ .-- ^4i r a L:, ,a' °y'
+, r v
1 .bD "' j
_ I vc _. d'„ ..•q, • r•'. F'F -+r a -. ...+•, : ,+ r•. , ".,; c- . ^••7 v r 4 - ' m, �q. _ i e , a -€� _ - _ a , s
r a
g 3i f . ..� , , . +; * �[ . f$�. I I =r3r4 ` : ar ° r, ,. , 'FJfiAA�41 (SEE BUILDING PLANS
4 _ I ...
_; I� I ;� :•l,r •a{a ,,.. ,..;t xa`?•. ,:a.-�5 ± -'rS • � r •e"�.,=-$r 1 ./. .- >: ~!,. �, a .. • _ a•-r-.y,�„2• i •' r •'' r r
�c , ,r ,tt _
I I I [ $ f flw :y a', !! ? r .'•s•ni'R': rr•••^'1<' r$ rY r y S. a y#_ F uu i1A/r1ifJ6 I _ •,,f . ii - s :�' a` 8a'• y. _ t w�i'¢ 9
I• 1 I I ' +5r r r -.n-.5 x"+Yy'„ .,.� . p ,. . _ _ - ..wry +y} r$' "1 1'A' ' a " ' - ".A ..1 -s• L „ a _ i _ I�il�is�'�f�l li •. I
I I : .++d/•� D ^. .�y J. - '' ,� J•e n•y - .' : _�" , rN.•.. i�a . .6 1•a •-� • -•i .9' ' b• �8• •.i• B, . .
tis . ! -- 1!"'; r% • :y . F';ti` r %- . 'A ! 1 ` I I Il �' Y a.'. # `. a s - 1'•, !Ny! 4m I
' f * ,� z`` v� a C - �. ,1r 'y i ' i y l [71 r a 1; .Y- s - . [ tr ; a �.. � s .. a<: • a a 43'
( � _ ' , 1 I �•r-: ",. -,P,. ,,a ,- •+.s -'.v-,z6.; ,r `a rT r`i ,--�i€"'''° - S- .:-3 i1 �I Y I '!. • •e •� a • .. c•. . * .t• , eA i ' .4 is `. •ate • � ,€ I
. `-' f 1 I ,, " _�;,t y r, r, n;cq •F•€, . ,C,:�,;, t7 .' r� w{..� a ::r , `^^/ 'Eh • w ••-r'.ti 0 1{!1 I "• . + . • ,r : , '' � •a ' a , . r4 w� . ♦ '� . . a. fit; 'DC.
R1M�' 4$ I
`11 I.'-�^. '.+••^4E r�E f .l''s• d +���rrr+++ r_r '-c e - `f'" rig 5 e. 'a• "i- •s - x, _ - `,a .
I' , I I,-r d�"l �, ' a� r3 .e^.' .g ; _ <„ f' l v:y "& .:s",ac `. - I I rea . a ; a �:t' v, _ e - E .s ' r y n " a,•I + 11 11
1]i�I I4 `ir' 6 y t . s r I i .. a• g a' • . /A,t,r I - S
"�I ...i 3. Y - It f r : .- P - , . i I k_ 4.` • .6• A.
. Y ' a� , . a • 1 _ : j.1V-. J , I I - R' t ,yl'•� r',',°i p `•-.; $ f• a ' .;tom" 0" a . .fl.' ; : e : 3b : , " i . • I
i11' I s +y [ - xgk_. 5 _`.#' ' r ,-ti ,•r•a ,.; rf. `Ji _ lze. __y �" „ ,r s, - • rlv+ • • _ `' • . jF_ '• s• _ •" 43 _ N l„ ": " its' • 1
, : m ,•, � a� 9 TA rr..`,� •. ." - I• n' 'e sa ,. rL f aB. I 11
I t q 3'• # --'i= r- a4, _ Ya' a • _ Y +' a' �v I
1 I I °c fi , i '.-, � ,T4 r< :V r s., s a d • r a' L . A f Sh'rr^ �'•e _ `f r a - t
$ ���{ r• r i,t"•a. 4+' r »r''a^ ', �1 ."�' . 5•+s• r
r I -k- r4 ! . •_!. ' }• r4 r a- -'•e'� ,, 'f+"�`� r$ r-; _ ti •`• ' .�k tel: • v - , • � _ ; - +s., �f,�. _ arr 4 r. + ..t •F• i ' a'• , : 4 E
I `�y.z� , ;tea .,�r.''L-" . 4 i •e . `• •f- r% r� .1 _ -" = •t c r . ,-.C'.• ti I I•. a r i _ a . , a n +' �..' •• . '�a{ .. ' • . It -1
I: 9 P
I I f r� TF - .. a p .cr x X r$ r. Sys i r e' .i ��•{I , mw aA a e-+- a - as :� A + 11I
O 1 t 2t? yay; "'",:.. tl t :s �.e.,4-.r.:{' t #-: -4 - - • ,- 11 t i. 'ir'.. • A, .ei ipry '• _ -'y` _ r
{ e r's• _ �-,mil,`, r " � � . ,� e• -.,y. ra r � ,r-- t;,r, -"ay% �= A y '•s. `•.$ • - - I a r *F"' ` v a; _ � �' 1
1 I 1 i° ' 3�t .{''3•:. `_•" !i `T. s`^€'.'r•P "s �-." "` .E r` 1. .•t r' - : •idL7 Td$ .!-V Oaf •r ., - �+ Sr .`fl. i• . �a 1
•" ; ra �r�• r fl�l - t 1`' r3 r .. t :b-, , ,J- r .-4 '•:•It`.•• ; X• ^ j . ,;a r- '1 I I p. r Q g .,c ,;." ?F-- a•' _ ' •'R• .¢b I 11
I' 1 , % -2,& a -:y vy ; r - ! -., • Y G. ' & - = : • • a o a . s .- , e ' r I
e + ' .� •1 f. : "5+'"''" q ,s ;G' , p,ya y:- .s . f l it ri ,• _� t 0,. j=r'• a .<•a € ; + + v I X14 (i' 14.T4' 1
I r I 1s t 1' 1'� 7 v x ;;�. . .a _ 3 . • r•' + - 1 4 �, .e"`. s era `-s '3 3 4 o `.:. •.. - ,' v" `+ A
i ' I M ' . y S C $ •-,V'" �^ .r S. , , xF;"' � : -• g f'e' { .ari �' a %lrF 2�' ffi d' �A a . a `, Y : \ , �'" ' F~ r.a. ` I e 1• 11
1 ' V , # 1 s t r . $� • X r S , rj �-E_ r"•,.c't - . .pr' I `• l e y , r' . A. .a • a,r.. d , 13.7!". - - .. � r: � _ - _ j
i , 1 I [ [• '- x /# r € t - �+. - X .� 4 - r r; � L_ -r: . r' ' v.y .� '�s� 4 'f� s ' :ems ` � �a `I
`� f; "1*? r v,`a s "?+ a� +' ,:�� s .i' �i r*` , ra. sa•' '.745Y= - �,s i- ` �:' A 't xt •,`1 I
r f�' Fd r ,. rr •� 4, r .. u 1 8J' ( 3 -s ey _ aa• R 11
��' ,s [ . _ '•,�•ys :•e . .<C.. r�3 r` . :;- -..^ r .rI -f.0 A$�-'�. r b^�+� `�i w�' �� I 4' " , r : .: -*sue a.. t- r} - , . " • 'A• �-�a.- ` gn :r I' €3
.- j - ft +" r. d yE^.;c,+r:#� ya e rw 4g�k-' v Y c ! 1 _ - i - aq
- 1 , '^ 4 I ��^ t"' ,+ , 6?•t•'y' _ �`•_ 3a r^: `f,q .•i +�r r•1 I� _ - _ e. - .,. ^ . ,• •z ` •.<^'f p'• 'a I�-1- !I
t w 1 ) ¢?. i.a+:fl S �" r` y'i ` `x +"' `V 'fj �s � �F S•.r...V, `xZ ` � / --% r 1 I T1 3 I a aj ;12 r !-`- 44�3'- - �iKld;9 :4*. �.s_. 1 _�3�="� + °"'14Gi�:. 0 is 11 sl
I Xy:7' 1 I r./" ;:..F.:y' '°Yw r� +,!., `'•{er".'-✓X•�-.�+,. 'cti's"f::f;tr '#F)`''�'rY.ar�°-''•s F�li D1�4 .-�;_ _ - j - ZT$.i1� , :1 : Rlh,�t
•mil- n fj ..,.f r lF.a- - �' _ .•�.,,,::..:j.'',{.+.�`xt�, +;,1f •�•'•a.l-...Rr .�L.�. a"...`�•'s�Y �r 1 'I�B1, 1 Ik a^ r `"�-�� •? a ` •gi• S 1i?!!.%��"
+f` C4. � 1 I -� r �� _ !'i TF :-ev.,i'�•, Y :s 4 y x F• F1 TOO' d'ir I S y . ,a a 1 it
t � �, '�y,� CIE
I. I�q+ p�34 'fj I.?? '' - _ - _ s"�5.� + 11 u•� 1 I I 1�''ry••a, •'a ,y'aiE
.Il I r!
I iCC,_. r xT? s''3 o n I i` . y. a, _ s• 3 j
}� E , I It
j_i �,+ I , I I I I i • • ', g $ °a .A E7U51IN5 u
I '" �fx, - ' .:.' . 1 I� '1 Jg I I ` I F :y ��qtBmsm
11
1 1456'
' '. .. 4.�, -� .� ., - - ' - . . � ' . I I r I 1+ :: '• 1 b a d = . 1 !I 11
+ ram' ��'? . ` . . I I - _ tk ate, g
. •''. °J= - - k14✓y5' i + I I r" q� y• a}p.,�r '�' °, 44 11 #
. fi - .... ' . ' . _ .... a I I I I [ I k.:'�° '.:., ' iIV /r - -d II
Ilb
��; ;' 1 11
tom" 'I I 11� , ` ' �4 • _I °r 11
•L
I. 1M ' Ir I J - - - - I ' ' ' ' ' 9 II 1�5 r' I I : ' OS` I I...b � '!' .a •. ! z. lot� I 1.
1' j Ii7 I ` , j ' . E1QsTA1f5ERA A4FN4Li 1 I I - 5�SS+` I Ir I a a y*� �' e� `� l46l• 11
t I I ' . • 1 _ t 1 . , .: �,�. ,i. 1
i I ' ' . I , I 1, 3 I 11 s .- ci 7 W: = - - ® 4 - «-c13Li91 a - - .. xp47 ' _ _ :", - - . ± -�c13 , • AW KJ 'a'. ; 11
[If
, v I I I .� " ' ` FJC B`R%►^FDRA11! - _ : 'j jjgk , .� - * -- ., . Q• '+� a T n " ae.. ai a '" H A . ry I , -1
r % A - • � ' � -I L < a )F13�3'>- = " ! • � "q 4 1 '.1 , _ • i' - 'c, • .t � n . ?P• al. �. ..a `a + •• :.5.11••. I i 1€ 'I
I. j X12.7! ' 1 - It B I r S yI. I . :1 ' ' a " A a73.80' '.- ° ' ' %: '" , `. , e
I I
I I [ , I r , 1 5EE DETAILS FOR I I I ' : .:� `A '4, • mob; ,g% ,& 'a - e I a f , "' • . .. .' '' : • , $: b s Ir I II 1
1 [ - ' ' BIOTRETENTION CELL I. I I acDfS ' t1 a~ Is, -' ^ ' ., `�:�. ,• :,' . -~ , g
I ' . j I ,r `I !' DIMENSIONS AND I r1 € l 1242' +a I. s y' '°. � . '' . ', g.xl4 A. . 1. _$ `'a" I I i1 i1
X13 6' ' f I%.�. UNDERDRAIN SIZING j I 11 11VV=913'.. 5� a fl- _s : 9 a ;' I
. . . L I p '
1 . •-.' a. I 11
f13.1'5' • ' I I I I` I �' jam` * +' - & +a ;t Rt e' +� . 'R+; .� a .. s ,aa.a• a _� f439'
I . Imo_ �5[15', s i
I itl3'79 Ir I • . �r . ,~- r- E r Tr a ^ r ; + v ^ A `: ~-�b{ X " . ° Y,a�, r 1 Y •w �q{...r- w���.w^ a_.I �.� - II
I t I I t . I•- S I I, 1 "4 .. ; � _ 1 t.. : a '.� , F o f*4d EX CAs17 �J I
t x 2.84r I [ . - ll�r t ' ' ! ~ 11 �* - 1 .:yam "-4. b ';'r• -,N g F • •� <Iwx0,gQ': �04' 1 i I
1 I Ir. I I I - �� ` I... ' i w . i s " i , 7 •� ` ` 9- �' 'd.' aM1' !3 +r r XI T9` (l
I SWAM/�/ x i , ' i d` $'. A'' 'A�� i �# . , I>6 11
3'X3' RIPRAP APRON rd w 1014 ,Nr, 1 1 T / N , . 1 , I ( X13B3' ' _ - - T ' r � I- A4 ' a • , Q, ° a. , .s ' �•a % a.' r - a �, dr •.+ . ' ` " „ I If4i388'
0 �a I., �Tl4rl8-.._.._.._.._.._.._.._.._.._.._..-%14 6' 41 11 I Ci \ kI33=a_-x!3 A� a i'.. ��A , .-!4:--L •g�-s_'s--"---A-• 7 s '-a'`•�• 3� !3r ! 11
31 11
j /t' • ��l3. . ' ,. �- i3.�" •` g - �<'�� ` 1 - - - , h 1 3.43' 1 - ' ;.�` 1- , n . : �: , "I a 1 64' �!/! 11
a x12.47' i \ X � I , t t7C 71 C1Yf' , . - ! 1 a = ; , .'_ I ib , f1 3
i. ' \�{.'r f I , ( ' ` .� .� ........ - - - - _ .....� , 4 -� r ¢ J. , r I r t I' xl3H�' r » � . 'dr_ '•-' , "a1I 11
� ��� I. f , i 1 ,k - - - 7 j" Q y Y/ gg r I I r : r. 1 0 ' . I IF, 51 x13.4!' Tr I
,•f•�E'1Q' I ! I
NORTHEASTERN REGIONAL
AIRPORT - EDENTON
DR
SITE
.
=�
0
N
Zi[!fi
T-14*
NvV) to�
z
'O
* N-�
U
I/I
0
U
p
WU
DP-i
I
0
7-:4 Z
x o
4-A
tn1 w 4
� P
4/
CCU
z:U H
x -
P-4
-�
p 0 m
. �l
ri
>t��%
25
* a �
m^a
�
,-Z U
C �
m sV m m
Z ,�
Z
Olf�N
'I�
Lxl 0
N
a \''
Z Cr
m
a
C�
y
zz
LLI
C
a
W
111
1n111811+
11r,,,h
-,,i�P s
e\�r- '! - - ��-� , , - L, ,� , �,
Z
%'����0cauHTtr lO
J)V'�-�n ft . U
- L A
U¢=(nM .�
W MAP (Chowan County) '''-°".,,.,111101.,0%
1 "=1, 500' �-- - ( - .
��Qom - o w'-o
NOTES: 6 ��roavZ� - Inn nmnre�,e
1. PROPERTY OWNER/APPLICANT: SIMPSON STRONG TIE CO. INC wa -,QQQr-Z0 z0
5956 W. LAS POST TAS BLVD -. o X a n ¢ - 0 rn o c�
PLEASANTON, CA 94588 +av II"- ° v "-. F (n •=a i z ¢ z 8 >
oU ��.z-I�o �¢�oo�
2. PROPERTY IDENTIFICATION: PIN# 7823-13-04-4118 I- 2,"- o m z)S a m L+.1 o 0
PIN# 7823-00-04-3379 � a ai i r �s o w n z t" �
PIN# 7823-00-04-7204 � Q.Ad z o a vi IL 0 a`` a a a zMw
3. RECORDED REFERENCE: DB 432, PG 735 & DB 410, PG 133 m � a "', a Ld o � _ : o v,
4. PROJECT SCOPE: PROJECT PROPOSES THE CONSTRUCTION OF A 16,000 SQ.FT. a tl J v, = a a"o
BUILDING ADDITION IN THE NORTHEASTERN QUADRANT OF THE SITE AND STORMWATER o aww. a o U- a m o 0
BIORETENTION BMPS LOCATED ADJACENT TO THE SOUTHWESTERN PARKING LOT. THE t-s
PROPOSED BIORETENTION BMPS SHALL BE CONSTRUCTED IMMEDIATELY ADJACENT TO
THE EXISTING IN PARKING LOT AS TO COLLECT, STORE, AND TREAT STORMWATER
DRAINING FROM EXISTING IMPERVIOUS SURFACES.
THE PROPOSED BIORETENT10N BMPS ARE PROVIDED IN THE £XISTNG PARKING LOT AS
TO MITIGATE FOR THE PROPOSED ADDITIONAL COVERAGE.
5. ZONE: INDUSTRIAL. (IW)
6. TOTAL PARCEL AREA: 270,159 sq.ft. - 6,20 acres
7. LOT COVERAGE: 0
EXISTING = 108,168 sq.ft. Z
EXISTING TO BE REMOVED = 3,345 sq.ft.
PROPOSED -BUILDING = 16�0 sg.ft. ir
TOTAL PROPOSED COVERAGE = 120,023 sq.ft. (457)
TOTAL COVERAGE ALLOWED = 162,095 sq.ft. (60X)
8. BOUNDARY AND TOPOGRAPHIC DATA SHOWN ON THIS PLAN IS BASED ON A SURVEY
BY QUIBLE & ASSOCIATES P.C., DATED 02/03/12, VERTICAL DATUM NAVD '80.
9. PROPERTY IS LOCATED IN F.I.R.M. ZONE "X'.
PANEL# 3720782200 J DATED 10/16/12. SUBJECT TO CHANGE BY F.E.M.A.
iQ. A NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE,
11. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.
12, NO WETLANDS EXISTS ON SITE
!�
13. AREA OF LAND DISTURBANCE = 35,000 SQ.FT,
14. EARTHWORK: ANY OFFSITE BORROW MATERIAL SHALL COME FROM A NCDENR LAND
QUALITY APPROVED SITE. OFFSITE DISPOSAL OF EXCESS MATERIAL SHALL BE TO A p
NCDENR LAND QUALITY SECTION APPROVED SITE
ri/!
ErUfrON JR CHANVH7
OF 60"- ERCE,, INC
DB 21, P6 324
_ %! 'eq' : ', I t+ ^ r �SI, - � ,TI q , �"' ! - - - - .45H ,' 2° 54' 04' - '^ 31 - - ' xr26s' F, A ''� � . II t 11 � - - -- -
_ #1319' ,x110t o t: s.-'a - -4 +"` I a . - - - - ­ .. .. . . I ww" . - TIT-11 � P7 � - I ­. - .. . i1 .. 0 � . -
_ _ _ _
* L,b.a2' 1 r �F �� ps; �`= _ II_ �` �� ,. '�/ a°6 '. .I '�I, '" -r - - 11
a , �� . / g r� ';°i 'f'j , 14.14' - + , +
•, f - -._,� p ,^,,. 1 --�". �.,51 5 - 32 3 s ^ �13 4 - j 7r -� ' ��3 ''�; S r �. _s _-. I7 ^ r '1 { ~ n , `
_. ,_ - INV. 4.48' T. 48' 1 . % y , `� _ _ - _ - _ _ _ _ _ _ . - € I b e., s 21 C 'lz f$ TIll -x1L42' _ _ - -� _ _ - _ _ _ _ _ _ _ _ -�-- - 1? - 2.03 _ - - - 32? 7T I. x �� t N "" - , INV - k, � - p 1253_ r _ 05` x
` , s s -_ __ __ _ _-__ ____ ____ _ x127B . . 1 '1 " -\ xlZ.bk - -- - 12.86'
I _ -
p INV. 4.4✓', . . ' -" - - - - _ - - %lh34' - - . - -� !!.$aff y dr r�¢ _ - - - - - - j-
N 4.45' I " , .cI1.40 - x - M $ „ , r�.t ; _ �`-�kl-,I5, x102!'-- . . - - - - - - - --�H038' - - - . . _ .11 - _ - z_ -_ _ _ _ _ _ EJZ IBa - _ _ - l3°I4i' IX _' + 1 !M! i1 0' f130` - _ _
1.
S r. _ _ 11.4Y _ . � 3 2 - ------------- �xf0.4Fr-__ - _ --- _��. �,_ wRT �^ z INV! 1000'
C!2 5(f3.75C x1249 _' - - - - - - - - - _ ac `_ a "r rc 1727' Nod" - r - _ _ _ _ _ _ _ _ - -Il- _ _ _ - i=a sr:x X2.771hN IN✓.4 i / - - - - -'1070, - -
¢b, _ _ = 3 X:_ f3 xt2 - _ _ _ _ 1N✓ 9.76' ' ldCP 1 1�:P XIl364'- -
I - - - wd"r (�E •'. 4 32Xl269: _ ----------12-- _ ----- -- -, -'-- -- --- ' 1 ' ' ' �cla2!' . - . %�� R12.r8 - -- ----- ---- ' - -
- - - - - - _ _ xr�4�'- .ice, �� "s x xr�.48` a b n:� ,: �s4' Xr2:4a' - X127 '
}' - _ - - - �"4,:,n� n a _r , `''F X RIPR P PR - - - - - - - - - - - - -1z - - - - - - - - - - _ xI26a' - - - - ,/-R•" • - �� - - - - - - - - - - -
�rt
a.
, .. !,-. ° �:= .. ( 3'3' A A ON --- - - - '_-- rr.._.
r12:13` �,c13 '--.._.... _..-Icl3.-.._.,_ Z' ?&`eA .�S�;� a a r:`s 3b.7� li •..._.._ - -.._ r �` - 1 , •_.1.373`' -x72.81'' SW3xJ1 ��,rr �. ~ `:.- a ..io?..a.f.'-,c1333'
ff)�•; gls 4 'a . . - *399.._.._.._ _.._.. -..-., -.. 4?,L.._ . .._..---- - ,- . %� _ _ J Y _ _ _ � _ xry%b'-..+'. r.' .at �32F+• t§Ff323' •'-' -'
I� ',$ 3 . - . . . . ' - , . - 1 . . . . . .-. .-. . . - . . . - . . ' - . ' - • ' . . ' . . . ' • . ' - . ' - - - . ' - . ' . ' - . '
N [�ttrt . . .
�•s• - ' - ' � " - - �13.69'. - . . . � . . � � . . - . . . . 'x'l4.10' � _. �. ••. - . . . X13.64. . ' ' ' - • ' ' � ' . ' - � ' ' � ' - ' ' � x13.4.9'. , ' � . . . . . . ' ' . x13.41' . . . . , . . ' - , . X13- ' . . . ' . - ' ' . - . - - x13t70'
1�1_ I X' ' ...G �f1�lY. q� 1D0 ./
. . . . . . • .._„-.._-._•._ ,8' ,.... _..-' - -•r- _ •-r• 1331'. a-.-..-. I._.._.,-..-.. L.._.._.. _.. -.._ .
..._..-+ci3134._.._...._.._.._.._.-....._.._.._..._.. '•x!z?41'_..-.___._.._ _ -.._.._eel 7 _ >k1316' �e1336'
I 13.36 - -s. - y ��• . s / + . J 6
'`I .r - . - i �' �,{''sa• -�•. ,� '. ' ate. 'b•=F q, `` • •?,, e_ �;c' . . . - - - .-.*...
+ 4 x1 ID' 54 x12.7b' � I + t . � ' -. ' 1339' X12.74' \ . �/- ',
�, x1330' y ' .
� .. ". . - . . Ll • x12,94' •. a • r , ♦ e . -- 'a� 1NV. &54' xr2.79' ' : a ' �J2S7' - ' "�f2.65r .
3 . . x13.0.3' - 'J28!%1,259' �l -� 11.45'
" � 9,90'xq qb-1056' ' y'�^. 7Tr '
ro %l2.93' ! xR2�5 a ". ,�,,a- • 4-' x12,06' IN1/ rPOIO' . - !�'1, a Mfl/ lOd9
" ` ' x12b!` XJ0.62' x!2!!' x12.13'
Q I X12.91' xl20X121J4` x12,39' a " �. , , - a 4.
x10.59' xIO.4r' t b5! xI2Z2 1 das a �1363'
-0 • - - 1 I ��Hg57' ' - xgr73'!M! 475" . , '`� a L3 . Im,
no x1o.89 x1o36 ,�• 1 F f x10.43� ro68'
o I x17an` .�.i?IV' 1,I a- a' } - -rt lg' - - - - - - - - �4.45'
xl2S6'
LEGEND
1-"'-,1'-1
- . EXISTING ASPHALT PAVEMENT
[ , EXISTING GRAVEL
© EX. IRON ROD
EX. WATER METER
EX. UTILITY POLE
U
EX. FIRE HYDRANT
,'
EX. SANITARY SEWER MANHOLE
0 EX. SEPTIC CLEANOUT
- -10-- - EXISTING CONTOUR
-PopO EXISTING SPOT GRADE
EX. LIGHT POLE
STORMWATER
n�­ -
� t /r
/ ,
II -, ­4 " t I
MANAGEMENT > °
OVISIONt, ds, , ._ _
p n!l- m- a 1�,_-Al'- -J_?
- 3 t �930
N % , . . •V3.l9 - - _-�"h.J�3 -" - - - - - - - - - - - -.. - ...- .r - _ - _ -
' - ' /
I , . ' x/,r,'
0 . . ' - ' I x ll.,72' .
z ,. I .
-xU3�'
� kl.2:74' 7111u'
fr_ x10,46'
o
i
I` .
0
O
BEFORE YOU DIG I
CALL TOLL FREE
N x1221' x12.67'
a xgd9' 1--800-632-4949
� N NORTH CAROLINA
o - ONE CALL
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE LVNTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILRIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
­ I 1;�­ � �
. , s'-I— ,f" ��
"" ,-
Ue H
GRAPHIC SCALE
30' 0 15, 30' 6D'
( IN FEET )
1 inch = 30 ft
z
4<
04
0
z
A
A<
04
0
Q
Z
J
0
w
U
T
Ir
w Z
Z
9�
00-
��
o
q�--
�1�
0
U
Z
4.-
`�r g
��U
0q
U5
pq
I11
Z
z
h
EL'
0
LI..
COMMISSION NO. -11
P12007
DESIGNED BY
DAD
DRAWN BY
JMH DAD
CHECKED BY
DAD
ISSUE DATE
03 #3 I2
SHEET N0.
OF 2 SHEETS
-...._ ... ..._ . -. {
1 - i '1 . 1. I . r' '.I i rI h j.
. . - _ - - ' ' .r. r Ir
" t' .

Z sW��12-cs3D -7
CL
t0
N
N
N
a
N
3
a
sti
0
I
I`
0
0
f
a-
/
cn
z
a
Q✓
0
r.
O
N
N
O
N
/
MAMRIASPECIFICATIONS
MAMIAL
SPECIFICATION
2m
NOTES
PLANTINGS
SM ORASS
N/A
SOD SHALL BE FESCUE, BERMUDA.
CENTIPEDE, OR OTHER APPROVED
BY THE ENGINEER.
''
SAND — 85Z--88X
N/A
LOW P—INDEX SOILS
iIpIA
(10-34 OPTIMAL) READ.
(1 a DEEP)
FINES (CLAY) - SX-12%
COMPOST -• 37,-5X
ORGANIC MATTER RECOMMENDED
SOIL SHALL HAVE A P--INDEX BETWEEN 10 do 30
(HARDY ET. AL, 2003 &
HUNT ET. AL, 2DD6)
PRIOR TO INSTALLATION SOIL MEDIA SAMPLE SHALL BE SENT TO NC DEPARTMENT OF
AGRICULTURE LABS TO BE ANALYZED TO VERIFY SAND, FINES AND ORGANIC CONTENT
AND TO VERIFY P—INDEX.
GEOTEXTILE
CLASS 'C" — APPARENT
N/A
REQUIRED AS SHOWN ON DETAIL
OPENING SIZE (ASTM—D-4751),
GRAB TENSILE STRENGTH
(ASTM--D-4632), PUNCTURE
RESISTANCE (ASTM—D-4833)
UNDERDRAIN GRAVEL
WASHED 57. A 2' LAYER OF
0.25' to 0.75'
STONE SUCH AS #8, 57, 78
OR 89 IS RECOMMENDED
UNDERDRAIN PIPING
F 758, TYPE PS 28 OR
MIN. OF 4"-6'
I}" PERT. O 6' ON CENTER, 4
AASHTO M-278
RIGID SCHEDULE
HOLES PER ROW; MIN. OF 3-
SCALE 1" = 10'
B-10UNMAMON
SCALE 1" = 10' SCALE 1" = 10'
WIDTH VARIES
3.0' WIDE BERM O 140'. BERM SHALL BE
i TO EXISTING G66iMAINTAINING I I SHALL BE VEGETATED MTN 5:1 SIDESLOPE. BERM AND SOD. E
50D GRASS
i
do = PIPE DIA '
La = APRON LENGTH, MIN. 4'
W = APRON WIDTH. MIN. da•I.2'
PLAN
NOTES:
Filt
SEE GRADING PLANS FOR DIMENSIONS
- A filter blanket or filter fabric should be
installed between the rip rap and soil foundation.
HM—, RAP 01= DZIAL
N.T.S.
)T
ROL STONE
CLASS A NCDOT
EROSION CONTROL STONE
blanket
THIS PLAN IS FOR THE CONSTRUCTION
OF GRADING AND DRAINAGE MEASURES ONLY,
6" CONCRETE
RIBBON OR CONC.
SLAB FLOOR
PVC SCREW CAP
AND ADAPTER
-3/B' TO I" DTA
WASHED STONE
�-- PVC PIPE LENGTH
AND SIZE TO SUIT
45' BEND
`LENGTH do SIZE TO SUIT
N.T.S.
9DE .SLOPE TO BE
SEEDED IN ACCORDANCE
li TH gZ4,4NDVT SEPDING
pEaRCAnavS
z
a�
0-0
SHEET FLOW
ENGINEERED FILL MEDIA
LIMITS OF PLANTING BED SOIL PLANTING
SOIL IS TO EXTEND TO LIMITS OF PONDrNG
SHOWN IN PLAN VIEW.
PERMEABLE FILTER FABRIC
LINING ENTIRE
BIORETENTION CELL
S.H.WTw010.9'
._
PERMEABLE FILTER FABRIC/ 4—B' PERFORATEDPIPE, INV. t1.4 `WASHED 57 STONE LINED
OVER ENVELOPE (SLEEVED IN FILTER FABRIC, SEE VITH FILTER FABRIC
PLAN FOR S m.0)
NOTE: USE INLET PROTECTION TO DISSIPATE
ENERGY AND REMOVE SEDIMENT (FOREBAY.
STONE/VEG. FILTER STRIP, REINFORCED
SWAM ETC.)
rFr%t17rfWA1`#.:. q, T1%>QLrT+,c+LTm^ILT ^1M^CNC1 �rrr
l
Of-T-S)
HIGH STRENGTH SYNTHETIC
FILTER FABRIC(TYP)
SR4 G
Try
•Li
a.
Uj
EXTEND FILTER FABRIC TO
LINE TRENCH (ALL SIDES)
COMPACTED FILL TRENCH
( 4" WIDE x 8" DEEP }
SHEET FLOW
NATIVE SOIL
WASHED 57 STONE
(AT LEAST 2- THICK, 8' WIDE)
GEOTEXTILE FABRIC
CONTINUED GRASS OR OTHER
GRASS FILTER STRIP VEGETATION AND MULCH
ENGINEERED FILL MEDIA
NOTE THIS SYSTEM IS FOR INLET PROTECTION UNDER SHEET
FLOW, IT IS NOT SUITABLE FOR CONCENTRATED FLOW
PERMMENT VEQMTfON
SEEDING DATES: APRIL 1— SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LEIS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLETf 15 LBS.
FESCUE 20 LBS.
FEwn I7Ft7I7FR
26-13-13 O 500 LB/ACRE
MULC
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
40 PVC OR SDR35 OF GRAVEL OVER PIPES; NOT
OR SMOOTH WALL NECESSARY UNDERNEATH PIPES.
CORRUGATED
PLASTIC PIPE.
M1 AL
PERMMING
ONLY
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
E®LIZ�
10-10-10 O 1D00 LB/ACRE
MULC13
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 COWPLETE 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 OFIrm SUFFICIENT TO GREATLY ENLARGE WE
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 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. REFERTTLIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING SPECInCAT10192
NON SODDED AREAS
a
to
01
Z
o
I` J
1�
u
N
-
a }
t
Zw
m
�I
N
0-
^ E
V)
N N °u
*
co
N
Ln
C4.a
0
7
N
mz
V) La.I
%
r'
`vj
Z
y
O 2
•!
V1
C
ID;
M EE
0
iF Q
i
co I p
U' Z
Z
L
; N p
W
ai N �
_Z
iy z
o �w
ZO
W
4
3i 2
m
Lj Z
CL
Lj 1,,3
a
ci ix F- 0iz� 2cazQo Ddw
4. CL LLI J. �(QN/IO4�O WVkJWWWm ¢Q VZZ
N QOOQ!5 ZwQ'OU �Q
C04 aUa Ad5;o- onxz¢ZWj
3.�p N�¢7� F2�y¢ W ��JWzO3a
0E-00
Om�SW<WW�Lr- V3D~ Fm40Z a'd wfo CAWOO F- OWZT_}¢
rii'-I` 53 �az_,f-w vocn �lzo
m U W oJsa CL �W4-Z©V1
�`,dmotg3,�D ZwJ�4f Dial
6 OW WQ� V) WaiLd�D
N m jx w 0
a dQo
z
O
Ln
6
z
COMMISSION N0_
P12007
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
03113112
r SHEET N0.
2
OF 2 SHEETS
A, j, i 7-i - - - - _ 1 + ti' 1 �r ;f r-r- 7
- .� , 1 ,, 1 I ., �r !:.' r , 'rL 1• 1 'vi. r�-
=