20050732 Ver 23_Site Plan_20120619

PW
I
ENGINEERS PLANNERS ® SURVEYORS ® ENVIRONMENTAL
RESEARCH TRIANGLE PARIS CHARLOTTE
2905 Meridian Parkway, Durham NC 27713
800 -733 -5646 ■ www.johnnncadams.com s License No.: C -0293
W NOT ELE 0 FOi C IO
FINAL DRA ING - R AEI? R ONSTRUCT N

8 /•' 1
a { ,
1 t
1 4
S
° � C
HAI
N/F MARVIN MEACHAM r'
PIN: 9765 -58 -9492
• °7
i.,• i,�
�= •emu° WADE ROOK MEACHAM, EfAL DB. 564 PG. 794
PIN: 9765 --58 -3620
DB. 814 PG. 447 i
SFHA
is
ZONE,
" E"
"� �• O
Ax
NN IJIP
�4 v V,
blN
7
S
1
TC&I TIMBER, COMPANY, LLB -
PIN�. 9765 --47 -2252; J
DB., 1293 PG. 483
1 KY
• ij � / 1 sr
5 g ' M�.
CF
a.
co
Lo
�r
� f� � ,•''f,yZ Y ��� �`
r
1 ilH
01,
PHASE 6 SO `(} Ti
cr•S .t _. 1^
I
f ��� � 0.t V 17
C TTf'� T TI ��R'� ,
.k
�.1
�o f'
Nf F I : ,� �� ��.,
- /r ) 50 WATER. HAZARD
3 `
NNP BRIAR CHAPEL LLC �
. k .
' _ � , r � ,:.. • SETBACK
458095 /VE GETATIVE
o PIN: 97$5 - - STREAM BUFFER
DB. 1198 `PG. 510 (MEASURED FROM TOP
@N. OF BANK)
� t71 j t if4;�i�ku�it:r .r.rr�•�5
�a
C r
t -
r> ;
ggi ,t..
c 4Ev ar.
°tO�iwd s.lfF
Lvr r
r.l..
n
,t
!
Y �
B
-"""' °' »• i� gtrry J tt Z WE
; �.
A
eft
*.:Sac.' -•-;=t ._ra^
J• C
`• � r
j, "a4n
it •+- 1
§ f,
p, �`�x'��ft�iy�a s, Try, rf �7to-r P"rks -"'�
o ..e +�- .4:'wiFYSv�s;`i . G••.T' d1�
`D � / �6, .. � � t�� a �.�.£ �? yf'^..K:^1r--1 s x t •�r � }t 1! g /
.. ! : - { � "♦ ..Q.."" wdm„>W - .. �s ,xs NG,.i'u� �rT, r Y ��tt� %�r � �� � i s rsa ..; . . -;
C ! - j - V'e { �,:•€�_ [°'z`,,f,i2,r ,.:- fir. �' . -:�'.r
-,t
C%Z co
VICINITY MAP .
�-� NTS C4
\ , z
\
SFHA
ZONE "X"
-✓ // L
_ eg ,a
-
:
r /I
v r. I i
:
i -
nJ
,d
1 xia dd f/ C f'F i f *�
j, max• i i! +-
r i
z
>
'b
1
r• {
f
s
-
��
t�-
�' t t 17 > t
r..l ,r(a
0,
5 s-� —� ;f � kt fir � .r— . t ..r t _ t t ►. _ -' - - -
:: t t 1
r— fi ` ti Sri 1 1 �r ,yA e Q
1 ^� 1
t G'EN'E NO z �
I z �iy^1 i�lr
1. THIS LOCATION NEAP iS FOR ILLUSTRATIVE
PURPOSES ONLY. P-4 •°+
rA
` ~,` t \\ ♦ \\ ✓/ �..� t } y:.w_- �- -_ 2. BEARINGS FOR THIS SURVEY ARE BASED ON
N.C. GRID (NAD 83) NCGS MONUMENTS
"MEACHAM" AND ".GUNTERb
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES UNLESS. OTHERWISE NOTED.
4. THIS LOCATION MAP PREPARED WITHOUT G�3
_ BENEFIT OF A TITLE REPORT AND IS
1 ` } .' i SUBJECT TO ANY FACTS AND EASEMENTS
�/�. ! ft /'}'\ \� ,•1 �•� rl \ >�`
WHICH-MAY BE DISCLOSED BY A FULL AND
'\' I! ~y /. �� ACCURATE TITLE SEARCH.
ol 5. BOUNDARY LINES SHOWN HEREON ARE
t yr�� *� r/-:•- ,�,,, -____ �;t \ •\ •� ,� 11 �> COMPILED FROM A COMBINATION OF TAX
MAPS, DEEDS AND PLATS OF .RECORD,
\116-1 \\ `\ ✓' 'T. `\ ? i d `� PROPOSED PROPERTY LINES AND OR ACTUAL
1// % t r �• \�j \ ``t ,d ��,'�:� /' /' �\ `e /I ;'�� FIELD LOCATION. :
6.: PROJECT IS LOCATED IN THE CAPE FEAR It
�04 z
RIVER BASIN.`
Ask
.' `� �. ! i ! r / \ 5 It .t. �� /Y / ♦ � , / ♦
/ / / \ \ tris�a F w �4 . - ♦ r. /
p /
' \\ 4 \ 1iX� \\ i''r'\ \ \r ° Paz �\ // ♦1 \ //
AOO
"' � •C -,(� y�r}jM` \ � ' \ "•fit : J -. \
r
t i f Y !C \ y♦ 4 '\ P \
•,ter "\ r 1 \ /
mumfem
coo
Ne
r
1 1 1 \ r /'J,.: S �.. ♦ \ / rT�'`\ / // i !`\ /1 it t �` �, }
1—
\ \ 51
1 P
t
/
t
t ra,
r r
\ 1
\ / -
1 / i, \ t A.
t "
t L
! 1
{' t ." � PROJECT �y
i FiOQ.AW AY ®a
ol
^. s / t
t r
NEVV --# 2000
t 1
� t
r ,
!! t 11 `-.,,` �\ ! r/ r ,, F� Y` �• r� e � 1 1 1 �: 1 ° 1 t �
1 I T ! F
\ ! ! ! � p 1 - k7TI3N�H1Es.
/ i
N 0 VM1
� G -I
EW 200
\
\
t / 1
ll 1
_ r
/ t
S t
>; , ,' / F' / ,� `� ! �.. 1 t t ! DESIGNED BY: DLP MDS
,ra;
i
t
\ t
itx
D sx:
DLP /MDS
/ . i, ✓
x
t
��p !^�A'��.
t:
`•C 7.
! ! t t a
4
r ry ��aa
r-� A C e7
1 GR 121 \.r.HJJl:I
\
sib`
E . t q DATE:
__-1 w 06 -08 --2012
✓ \ / T t
�t zoa o 100 ztaa aoo
a� SHEET No.
1 inch = 200 ft.

I � � I � I . � � . _. � I . . I , � - I I
I � I I I . . . I � I % _ _ ___
I � - . - - - __
:. - . � � . - --4&1
; � . � � . I � . . I - � I . I � I � . . � I - � I I I I I I I I I I I I �
,
. . � . � . : tt-11 I . I (0,11 __�IITI I f I I - . . I
I I - . 1. " .� I 9
I I ,e�����l �.� ,.'!*-'; I I I . t VA ____ ____ . &J'pp - ve � - - . x I- I f I 1�fi I . I I
I^ ��t', ,� �- ,
� - -1, I I .. x -lik I I I . A
. -1.1 i ELM V I . . I? � I
10
- __ � - I I /I ( ; 7 // -
_� 0 "
'� - , 1 41 ojell �
�'*
"' � ,_ ��­R'�,!;,.
1 ____� , ­F ,,� '-­'-'i 'i'� " ­ I
I .; -:I-. ,� .1 - : .- -.4., ."'If! /__ . � I - , t-z!,T�<nr? , " / I
,
. .
.. ,�P�,� �� a-', ­�,,,!��%,- -, I
." i 3, , - - � 11 , -f-0,
"
,-'-. .; ; -1; , I I - I . I ,
`
*** ... � � ,p �- - - ,
- ... ,;­. k I F � ;; f ;m6wl _-
- -, _. - 0 , , " _:� /
I t "I ..";... i@) 0 1 't :- � .1 -
I . - I .i
. ,_.. . 1 � I la!�Ip 't I
**
.- *:! . I .1-MA I 11x 11 I i _�, ? _1___1____7q �_, _!z_-,
. .m., .. I I - w I ______ ,��-fi-s�, I r
11 � - :_ : ",:- * . I , __ ! ; ( - .
- . -!-. ,: � ,
,!I, ��
gz,:,
: ---- � I I ,� �,,� " /� :, i
- ` I 1. 1. " , Y___�/_ ./,
. ,
.. - - , r� � 6 , .
., , . U, -4w -A:� -- 121 ld� , ,, �. , I
. ', -;,,;1 , * L , � � ; I �z - � , � -1
I , : . , � � J � ��z, - . ­
- - , I ", . I
� . � .-__1 � . !_ � - _�­ � I
. .11.� . . .
I - * ..; . I . 3 � � . ,�� 19' - _�_
", '. . '. , .. A I ` 00 � 1 4___ 1 . � � c_ -
. I �.*_*-, . I ­__ �� . i - .- -­�;
. . . .. - �
I I : - i., - *­i' . us � � I , i . � I !; " ,9' - .,_4,
� : I .:::, - . - - ... '�� �1_
I - .,:,-,� ;: -, ---,-. I , . , 9 V , , ;1 , I -1'.
I --- Ii..-,. ( &-`� I i'll Zztx�;�_��,,�a,o:,,__ -
� f /,' ,�� ,4�
, I .. ­,!v i / " � . , I - __ - ­`"�� ,", I
- ^
- _'i-.-;.2 , .� I -".ti
- - : - :T* � '_� F
- I ., ...R.T., ,-;*_­` , , � ,
--- -:, -*.,-"-,-.k I t.,� I - - � � , 1-1. — I.;,----, -
1! j:....q:-, -.­..-i-*­.-ti!i---.._, . I - � , I. � _� _� ; : --
I . � . . . nm 1� - I � -_
-, I F 1/1 ­',
� _ ;
� 1j, ""
,, Q - i ,_ I
, _z �� I It k1
;; r�.,_Tz�
_
, , , _2 it
, .- ;
� —­__ I �4'�u'rl- / tlp
-
- 1.,i 1, 1. - --- ­­ 1! �-.� l �
- /�x"""", lil ,,.--,
t�,� Q.) Ilk P, �q
­ ? II/ 1b. i/pf
; f, ___ f j
", I '! I
I ---,-I I "
0, � �,
. P F,
. I . I - . _��­# I - 11 .1 � � I I
� � -:- --.- - ---. --- � I I P.4 I W I �_ --- k1tv- f � -'�, 'Dr, t,,,,,.1, T/ I // i I I I . � .1 . - I . . . .
� i V � -i- -i. - - s - I � I j - I
j ; I mg-j.- -j j : I
. , . .." ,._.;....-..;. ..; ..--.!- \ .
! I I - , :\ � Vmx 4, . : @ I I I -.1 '-"-,, ..;�%� . � � . I � �
. I .-,-. . I,. \ I , I � . � �1_ I — ;;-�,_,� ;�.,T � I I � I � � I
; . .. . .1 . - �_��, I I . P1 , . I- I -_ — I . . - � � . . /_1_z11zz cz 4
. I I I.; I _� ii, - i 1.11i J11 i * i - * . \ ­ V, � � �.i.' — � _�� I r I . -----',- ---jiff ,,, I . �
-
I I � I ,� - - . I �? I 1?, �'� - - j-, � I I . . lo
I � - 11 — — __� — — � - 11 11 0�1[ _�, �Ay I - - . M, J191L, � I
I .. - -,..-:.-1g*!....!\ x t ' - - . _� (h) r_il_�_ J hi, .
I
�- �7�--';g —" v i ,�,!-"',5'ly * � --- .-- I j, r A� , I : , �
. � I \ ` A. ­,�__ �,7�a A , - 1, . . I
.i ,. " I q - - I" 111t?iZ_7�_1:__,1 � I I I ) , .,-- rf I I I I . . . " .. I � . . �
. .:: ­;­;­­­ 'F ­ - N?�m _" ,� lGiR If#
. - .. ..... I I . —_ -�_ . - ,_ - I - — -__�� if -,_,_­_11��"._. /1111 , - - I � � . I � I I I
I I x "' ".3--...... � 1. ­k I .- -- I yw 1 1 , - --- ---- -, i. - j - i g, . I I �
I .. , 1_'��1"_;r_Q7,______ (10 -__ �,;:_11,0
� .
. .
I \ \, . -*.-,! 1 ..................- R.- * - � I I Ob
NT ,
: � - ­­'..... - ­ - Z_nr_
t z-- -,- �, , __ g�lj 1 1,5 - . - � . CONTRACTOR IS AWASED THAT
. -
: I �l ( , I I � ___ - . � � I I �
_ ,
-
, ,.
I ! .-. - I ;�. ... , I I A �, it fi, I
, I' / �
- . . I 1­ L � I . -
� --:!-.]! I � L i I I ,_ ---__ L, I . I . � I - � EMSTING 071UTIES VATHIN PRIVAlt
� . � I . - - - ... / 3��L��,"7r" - �- � I ! - e !, I � I I 1. I .
't;. :;. . ­. ,,, i . -,-;� I I I likinm it- ,"I ---, , � .:it T�� I . - . � . � UTILITYEASEMENIS ARE NOT FIELD
� - I :.. . ----S'-_�-�'-��4!�, e -- -_ ­ t; Z�� . __ I ftj.­1­____,. - I �F.!, , � I I . - . � I . . I � � - - .1 VERIFIED. CONTRACTOR VALL USE
� � . . . ; ;o.. I" X rl-T - " � .
I \ "i"', ",�­;­,.;.
I - ___':­ I I - -,-- , -- , r I �,j I . I lit I , � o . . ,- - I - I I - I . . � . I EXTRFME CAUTION DURING
I.. - __�. I 'Idlae (11) I c / . I .!i��w "I. . � � 1 I . I CONSTRUCTION W7HN PRIVATE
.
, ,,!*­�,
il!"M ... :. - !,!** - ;-- ,\ it , 4 Q - '. I , � ­_­_ I ,�', b
... I - _�
.. . , ; , __
... , .;-_*`_!._ . '8HAPEL P S '5-- N -Z __
I � I - -,. _.... m-ti.n.... i h --- BRIAR-" _44
I ­ . I � � ..; OR,. . �zbk.
// , .. - -;* I - . . I . I - __;o_", , - , - �._ I '/
i \ \ I 1, I. ""' " "", , * t ;I * - -
I .. *.-.-. _-;.,�:T�_.`. i X, i/ I
.. ;.. -. t .. I.... I �
. , �
..
� .
, ,
,
,
� - -.;!.- .:�;..!*;...-_._1. __- .g ,
! , � .." 5. -;___ , I I 1I I " I
: I � . . . .01 " ') I / 1;� - -1 I (51) �_ ai ) ,--- I
,;. -It.i. - I I . .1 �
.. .....m. �\'-' \­�K �_ I k . �
I � I � .M.-___.* I , -.---- i 00 / P T I Z_ __­�: I 1 _X3 -
� - . " ;!;.­z,- - 14-�", N, 7 . I 0 - � I ?"Wh' , ­ -F W 11 . I . I � . . . " - I - I I I I - I �� - � � � . U71UIY EASEMENTS, AND IS
� I - I / , '. I , 4111,11),
t , - - 0 .0 , - _ �,,
..%z . .- ­ ­ � I V� \ N's, / I �, 1'_� vj 1 . 1, - I I ­ RESPONSIM FOR ANY DAMAGE TO
- M ;..; - ;.;:;., I __ I , i �-T_rj" I—_ - I I . . � I - I � I EYJS'nNG UTILITES.
i . : . . .--. . - I -- "'l, I �-_ � r/�
I/ * - - 1, - (o) I (1j) / � � I , I ____
i; D
.1 T'j L L - , , , .
t - *. -.1.1-s-i , - I / , , s - . - . - � I
I I . i-M, *m ;�) .,�N-� . I, , I I I
i - I - I I � .... ,�. _ � - , -1
k ,� id, _� , �#spj� 0 � , - - - I . 1.
-,. vw ril) � , 'I ,rr "I . ­_� I 'n,:.'A_-_ � 1 I r ,�! � - � I I . . . I � I .
, - 4' �, � I . � I
,- � . .. " "I, -, I I I I 3) _ -r, 11"i'l . I I
! � T ttj - � I I � , .EXI -_ ar , 4� Q'I I
I .11 I Ili �,, t7 �', � I . . I -
! . .; ..­. Tfl;.�q .1 - I I � ___,� .rl I ,; I I ''I ZZZZ=
f � i F. I 11 \\k 1, I / , -- 11 I j I � - I I I I . '. I I . . .
A i.. ___ -11 S T,,j M � g -�__, A - I I I . . � . I �
- . w­m-.­...­ ......... lk! I =;ZL-�)� , 1 W4_ - �� LAIN E il�j. . � . . I .- - -
.
I �
�
I I I ..
.p
r I - ' ' ' Ill A.'q ,"p � , I m I I .
i - - , 1�� p, � .
: 'I; , "..-tINI-1 , .
.
� I I I - "!* , * . I k ,\ 'T / -11 - - I �, I �
-
� - I I I 11-1 - -11-i-, _k �� INI�' N \ t 4D�l � TV �, I it ".M k I - I I � . I � I I . I I 1. I - .
-i:;,� I I .. ,j --(V'k-,, - - - —111 ­__� I I L I � I
- - —_
I .;�,_ - \ ) N , )� L �\ . �
f I I -4:- "..., 11 . __ I
_1j!.:N,!g-;;,si..`�;- __ N � 11 � I
: . :: ­ - . I I I V \ ___;;�� — '. I . I - I � -
A � .. I
�
-� ic, \ r� ,;��Jj I 7 . .
i. I � i.g., i... ;.. .: -g . -.--... z' 1110d", ,\\ . - . \ � - 4. If �__� I I I , , " . - - I � I I
I I I. N.: '. . ( Pu � I I .
""'. !.,..- . - � � I
i - . ....... t- .. MST. i ) r7m� L'..q I I .
. I I � I . L )I"- , I � I -_ .
. "IL j t-­h I - I I I I I
� � � I 11-11 1--i �,�_,.�) .ir 'l, � I I I - . I I
! I � I ; .'.!i!i.-i.....i!;..i.--..-.;.....f�.LI -, ___ : / Ul !V 11 Iii . -7,M-11- v
: . I i 7 � �c _e - , \% ,11�,�
, , , ( " ,
. _11-Irl"FlIffi.."INAE� ,, , � :\�� I I ', � r,�,/%, -, —i;�� ` 4, 1, -­N p-k,11' �',X\ �
� . I Il. I�Tf 11 . 'I , I ----,4 — I
� i".. -1
� I I.: �_,�.,P�xx-q Ill f I I .
� . I � � , N 'I, 1. �___ I .
I I .1.1--l�,.-,,.;-*.-;_;;;!i..,;-::.-..-,;v-- & — - __ j
.
� - - , v , 'I � i -W , - -
:. � * N� ,
i - . q -,,i - % H. '"I" �\ . � - . I .. I I - � I I I
I ----------- -------- --- - V - ,/# �,yf I , T 4 I 11 I
� I I I I , I `� �
I
i I I . -­­-,:.--­ I -1 PUBLIC R ­­_1 _ - , I - � � . I
; .... ow - - .Z,-- . �
i I � I " - - � XN\�, ;;;�-�� � . .I .,.3 � fit ff J� I . . . I I � I 1. I I
!, I I I I - --ii'l'i"'. k\1 , -_ NNI I , I W/I 144 ,I IV \ I I � . � . I I I
, � I I � ii. ........... . ....i-ggg 11 ,� \\ I! � - . - / I -0 -, . �. . . 14-1 - - - � I I I
� . . .5 " P�, iz�l - , I V � � I -'Y I
I : .; _1 . 11 r __! / I I , I . f __�_Jll --. , � 1'�\,119
i % I I I I li I , .� . � - 11 I
! , I � IG I
4 1 1 , . �4
1 1 1 .. - .;- f �. I ... , �, __ . --- � � I I I
t . _. . ­ - I � ; -_ _ ; 11,71��, I \\ . . I I I I I
� I / - , . --.vl!-,,�� 4 i"I I ,11 - *_11 I __ 11 I . - , � . . � � � I I
!_ I I/ � , - yo" qP-M- \, "', � _,_ : �
L
� �
� . � � - v . E tj RT 9 .. , �) )),,) 11 - - -;ww�p� . I f , _�,� -, , ;p - - I I I I I I I � I I
.
� it , A ... ­ Njli� i'l I, I ­­"", � I _11 ,j I I I - I
i � _�] . P 1111119 .... ,��, ; 0 11) I I . I I I . I
I I " ��'�,O* , 11 I- zil (' 171 P - I I �'I, / \ , ,
,
t � I , . I - p S�N!06A _ , I � - I �. - I . . I I I I �
i � , , , " - - � , 12112110 7� ) � / �'-� = - --iii - n ! t " � - I
1, ..". I N , ; t i. .. i 1 - -- .;-.,-: .. .- it � /1 1/1 - ; ,x 11 11 11 4
. I. � ... �
. . '. 1* . . �g_�,�_ 1 t __ I 11 M I P., pill I v / \
. ...
i- --�- I . -,IN . ,*,,- :4 - —vg,, 1.4 1 � 2
i , � ­ __ ;,;,- - N�es%g z 5: �rg � - � I 11
- ..., � .- I -..-!-;-,- " , , � f� . . — - 2_._�_!�ckl , , (T ! p;­1 1 115 OP - A 1� � I I I . I �. - I
I - -I . II.-Y - 1\'Au��,(,�4 ` t-z' �,,,*,�-�
11
..
. , " -1 I- \� 11 �� .
�, �, �_ I - . I - I - , -­ ---- ��__t­ ,_ � � p I I .
11 "' '"" `�N _� 11 � -
1­1 \1 � �-:�t­ __1i_.q -1 fi , .
._�, ."..;, 2- I c - /�/ I I
� I .1 '. I -, *1 ,.,-,4q&_--_ft_ -'-- ' L., I r I I I ,�I _1N. I I
i __ " ,,,� ,;:;,.:-. . W - �xi,� -- 4 --- � lj� vjlw�� I �, I � I
I -"o v 1�_ .z , -1, I
t ­ ..-.;:;!-, ., j;-, k- - - �LR iu,, , 4J-. I I
,- ,- !;.....i.-i. . I ,_ - J�_ . I I ,� .
,;"i! . I - _, 1 `-, � . -
� ,
'. . 02�2. I �� ^21" 1 �, I il . .
� ;y � �f I. ­� ,
t I ..... T , '�� - 1�� . � E 'I ,_-_-,;_-IZd , _ , ­, ­4��­ I r I I I � --,., f I I I � I -
ll ,MT.iN : R �, - -4 _ "J �Ri,'_ I I !-,-- , 01 b I I �
11 ,
I -k 1'i ;�- , �, 0- �, -1" I
� � .1 -z ------------ _ - " I - 4-V4 'D, __�j 41 " I I I - ;F� I .. ". 1\ I � � � -
I �0_k__- �_ ­, ---u, fil , i , I
. �� "I - ��,�_, F R! __ ��qq _
" , , _ k \� /�
1, \ \H I I �_ X
�
i ." ,o,* "I . -- ­­ - - - - .... N . ��\�\Nlil, �& - - I. ­:i U �Q v I .
�
. - -- A I ,I,: I 71 li I , . . I � . I
- - I -_ ,/) 11 ­ QAc -_ ­4 t� 'I �� 11 � r, /I 1�1 1\ I � I . - - -,
I I . . .. :.-..-.;,,i�:,.:.,;..-;,i,.:.,-� ,. ; ,_ \. --N - - �\/,!) �7 I— � ,,,,,, -.��_",?-�� , ti - I ; ,-� I I - I
. -"ool I !11 , 11 - �: Z:�7q �1' vri
I . Z,p, NZIR-&�---X- Wlg,-Zri iftr�,,;;;��, ; lo ; .. - -. __ - � ; :� , .. �, fl�­ Q, , �. �j ill I A,gl ,, -1) \ -,, \ I I
-_ � -:Zz ,t:�6.,� �� , ��--c 'I l.K_ - _Z�', - V \ I I � I
.,� I 1_� , \ I X, ,�, ­4., wl .
. - - - - - - - .1� I -, . - �7 '14kati-a- , . --z:-_ .� ,
! - � ­­..�­N - W , - ­4�L,,- u ­�N ,� .� - 4i � I - I I I I "
: . I I ;-2,$i.11,k_- ........ - -- ��d I I- ))N��4 I � - � � . I
� I ' �-i.izf , T. N - "t f ,., ,\ k, 'k- 1
!&7�� - —6-Ta-2;gog —.�f� Ag, ,-_ _'. .?,�_§��< \
I ��..;�, ; .�-, - - --- -_,��
. . I - - i, ,
! . op I � I . - - QQ -p,..-­j,;;.i,r__F171t_ 4 &�_=-Z_� P% _-:-_-­4 — . r, ..7 hc) - I'M _01 ­� A I ��____ � _,­_­(_�' . I � I
� 60 I - - --;� I— I �� � - r ; N V­ .
- � T , ­� , - NJ_�� �_.; - , zs�.=.rsw 4 11N >aW_ �� 1_�;: _­n_ ;5- T% I ln�f_i­ ,�12_1* Z__'Z,_�, V1 \ . � . 1� I �
i — — — — - ML I- �- �..s .1 � .� , A 8as - , -S .7 V, , 1� I\_1 I
". k"!_... .. .. ..N. e - I __ ; *�n_;W_*T I -9
� �� . , cz I � -
�m_ - � �_,: Z'� �. . L�
Imm, , �. , ,-*,;�-jk*, -��-ig I Ii-!_.(--i-. :z:- zzi:�:- zz--�-,­;,w� / ", "', - , 1� -_ "..
, , - , - , "; , j'A :�eF , ,__ I-, ,=, I .
� - I I .. 'k Lf_v__!� -��_ ..- " & , t ��­E��_47JCL I
-, �%N ,,- , ii.mw, - ---- ­" � I . ',!'--..�M, I '��__,�_� - ,_ I .� .r. .g. 1; � � - .
. � I I I � , N .� .; . I I I . �
I
! - . ­­­­ - _f - -.;, - M. � � - _'�',� - - - , - 9',?��­, ­`I�N r --w -----�-,,;,,�- -- � -_ -n-1 i �
. . - -, � �
. I - _� 1�_�­, ,
:.; ��
I . 1r..-,.-,.-,.--f:-` ­Z�­ �.,
I � Q . ,.%W .;.- O'� __ -
. .;.;� , lt� _�_ � ,; - . - --, , L-_-ov_- a - - - - -4-A �\ N \ I
I � � � . .;I;...,.;" W�:��i_m�-_ - . - " -,Z�� �,,,�N, � I / .. pf -Z7� -
i , .-110� .. -; ,�. ,4 .',-- .-;�..-;:jz--.!;- �0� ,z� 11� �
._­ . -1 - " - - � 1j"..- :_ ­�W,l .
_ ..:,,Z�� -
­= - - _\ I I .
� I ��**�r - - - ,Z�.W. .., _.N. 11'1.� -11 ­ " ­',�;�-�l \�
I �__' � ­­ - i­ ­, ,
I .1. , -
-
! � -N. - Z� � �,,<� ',-,,��',� - I -_ I I h � , - I . I , I I
.S ___::�10 / `_ �__ _",�� '1/ '/1? I E- B I . \\� I
.�
�_ ,_ - (
; I , , ` - - " 4A
� - -!1;-v.-;,;;` .i.i.;,.M., kliI � - � - ,� /_ lca��,,�;-__ � _."b", r'!;1, ..,
. � -- , ""', ..
40000v- ,
go . .14 -1 I. "", - W, ­r ��.-, ­�;� - I 11 _1z
: . ,;.;" - . - � -- ..., " -.4%, -- - 7� .;,-. - . I ,
; .. .W I . � . 1 . .1 � � I �;-_ _., - -­_­ ­. , - -, . ; - "I , lr�: � �_ / f 1-1 7 - — - :� �_ I .
I . I . � � . 4 1
1 . . � � � I � ­ ,,,, - - . - na .-_... - IN - - - if MV;t-111i , / ,-,f 7/ _7 7��* / III/ :�_ 3 i \, \ I I �
; � . __ . - ---- -- - - - � _ - - - � i �
. � � � - - -_ - - -a .��- � y­­-;,l- \ / �� ;I4 I ) ), -;;�, - - I I I I
I . W .��: - p,!..:-
� - . r I I ,Z_ . ,,:g%-..--: .,-. - I -_�5__ --- , I & . .
� . I �_, �-' - I., it I I i il I I I ,��_-, , . , 1j ,-\ \ N, ,\ I L - .
I ___- ,; .. _ . .�:.�. , � / �, t N­ FUTURE
I ,�� , _�, � �Ili I -
,
:. I :�, I
I - ri�l __�,__ - , . - , , � BRIAR CHAPEL P . � I . . I
I - I - � - .- � - ;0��___�­;'­ - - --�.!4-� f / 11 ) I/ ) ::_�� :��__;�_� I:,- -1 <xl� 1� �1 \� HASE OUTH � , I
i . � - � - . - ;..."..i... I ;'..�,__�_*M,w _ I* ( :��__:�__::�_ �
. . � � - � -'..t - , 4� N
. I I . . � . � I - - ;�2��'__,�___ g. g -, / ; ." ! I - � cb � �\ � I \�, .
" - �, , % -� I
. !---;-.- - _ ­ w , � "N - � 1_�r___ I .
; I . � � � - , - � ... �� W \ 7 `­1 � �\ 1�b�j CD � _�_- --- - � � � .
: I � � - �_ .1 _:> , ­ __ - - -. - __ , I I I 'I) 11c < __�__ �� �_.:_ _::� N I
.
I _'I1._*aa=_,;mf ! q �* URRENTLY UNDER �
� I ,,e ___ � � . � I
__ �_- - . __ I . I I I
- ,,� =!t�­=__ _ti�_-',J-�,­ , r, - , - 1� , --N �\---�.\Y I I , 1� -1 1/) I
; � �- -_ 9 - t.- - -%�.�, .1, IJ 1"', / ��// I /,- I ) \ i I -_ - ��, I I �_�_ �
I �_, � 1 �A . 1-1 " I / I 1� -_ -"\ , CONSTRUCTION) % , ..
i - _�_ - - - - - ­1 � - .; -N I I I I I I tf?/[:7-1,- 7Z�N \, ILI I � ; I - I
I - , A%/ \ I I-- .
;, I � I � . , - - - - � I
. I I I . . I __ I - - � - I 17 - , :-;= - :,-7 ==7.= " / , J - - .1\ , 1, - I I- . . I - I I - �
- - _� � , 'e- ­z- - -�,-=_---z � / it I I I If r I P/!:� ) 'I I // // // - _ � I , . r I I
. I .� , - __� - :::: :, " ) -,.,,g !�\ 'z I I I , / / / / / / // tt I . " �
- , .�
�) ,- , I "i, - ) � ,,��`) I \\\� y� � T �\ NIII�
, I \\\
- I I I -- .,, - - - - - b � ,��k K I .
I _. � I � . _-�, I IN\ \ \ I , , �'A �- -1,
� � .,- - - , �\\ \\ \ \ X \\ 4 _� I I
; � . i "vL1:1 -- . _', ".1 �-- - �_:-� - - - rs( . - \ I I I
I- � - _-z-:::::� � V I I � - r 1_� .
- - _-, . / ) ) ) I � 11111, // , \ �%
I . .�� -
. - .�� ��­ ..", - - __�-_ -__� - - .
� I
i : I I . - I � . � I j / 'r -�_ �-,;;;­ j ­� - e )�l I I 1�7k .- I k�1111 \ I I � I I
I I I � J , �_ s O!_-WR LMR- --:: --A," J - / . _��_ - I I I I � I .
I
I I I I I I - , I - `7 .B� - - ///I Itl // I I , , \ -- �
i -1 I I /j//////// m lAr\, � \w �
, "N
� - -1 /;ry/ �_ -,.,,� — ��- "'. - - 051 _:1_:1__:_,= = ! ! ­ - � /--- /�/ /// / / [I "I � �
i � I . I -, . .;- 11 - -:�� ,,,,""� ____11., - ;-- _." I � amp-:3D �_Tq, :� � _, 1/. .- . I '/// / / / \L_ ­'I \ % ", 1\\ �' \ - � - I I
I . I I ,/ - S ///-, zx­ --�--�­ - '- - - -- 4 (,'� - -- / /// ­ , I I 11 \A\W . J� � I . .
I . I , - , , _­:� F- %NK - Z I \�, , !_�, I �
,
. � . :�_ � - _0 , "/X// // /. IN, -- -/ w 11 , �\\ - "'.. I .. I .
I j X�"'
� . , �,/ Ill ,\ ),-, - ZPIIANO, \\ � \ � m . I I
� - I . 11� 0 .� �,�� � - , / \ ,( - - -
1; I I ­ I � --� -��/,/ jkgC4Cj R - : -� -9 I �- � I . . I
� I . ., I I . � - / . - -vo PEM � / - 1-1 -, , -E* Z - __� 11-1 I / � / , ) , _� . I . I I . . I I
,,, / �� � A - -
I I � ,,��,�, A I --fignam _> _1� -�-j C�A% , , I \ (
I � I � _00 It . �
� _­/ // I_ p , , / I / ///� // I//-/ 7' /;7 /L,//,,/ / // , I �_ - ,\,\
I I I I . I � I � � /, I f . " ., it �- . -_ / - �_ '- - �"' �- _,A92' -,- ,,- � �_ ,� / / �� / / ( ) � \ I � I I � � r . �
� I I � . I / ,,-'z , � _�, .1 1( 6-9u� ___11 - - - � j / , / // / I I/A , X\\ \ i! 'k I \ �/� - - �, I . I . . I I
� . I � 1� -11 4 I — ,�� , - / / / J) I / / / / / - ­ / � ,:) \\ � � � - I I I
. I � . ,,, I e, . �ZOCK I r r _,�Ifz-_ ,-� - - / <'- ,z -, / , // Ir ft) [ -X�\ ,��,/-- I I
l -.1 �, �11 ) I � \ \ " � I 11 r I I
� . -,, / � __�- IV --- -, -,-- // //11 \\ 1, .\\\N \ � � I � . I �
I . ,/ � - / /- 01N\\ 1� q - , J/ J// / Ll\\\\ I� I � I I � I
; I - I I I �� ,� z / / /' -'�- ,k) 'R -� , ­�., , , ��- - _--,,�� P( , � , ...I. � I � % \ . I I . � � I 11 I . . ..
; - I � . I � . ( I �, I L k ( I I ,-, N : \_/,-­N, -_ - \ ,-'� -, - ,/ / ///1;111/�////// N I �k \ ; I
: I . . . , , 1, � __ _�".:�� - ( � � I � . .
i , ;�� /,// // / 10 I
� , - - -\ ��- A,g� , // // / I ,;`7�� I N \ 1\\ � % I �
� I ,e 1-1 - /// , I 11 � -.1 - - _�'� , - // / I �? I \\' I � � \ - � � . � I I . I
"� - I �_ - � -I_ -- /��, , � 1-7 . �
! / - -, __ III \ I I / _/ � - -N, ,-, q- / ,,-- , -�-,�/, � // / / / / / � " / \\\ " \ tN - I � . � . I I - I I I I
. - --/. - \ � I t � / /", 401- - �, -I_ -.1 - ,/ // , I I // 1// // v // / /// " / �/,/ k "A x I
. � . . . / - �� ,/" //// --\ N \ - . - -_ -,-- �- /� //// /I // // / j , , / / / /' . k, 11 \ / I I - . . 1. I � � __ . - I
: ,/ ,/ -111� ( I I k � � - , - - ,/ 11 ,_m\ \
. I 101 . ", / / /I .� j � - �_ _� . - - .
,
I �. , ,- ,/ I I 1-1 P, Ib -, /- 7 — - I-- - �v �� I'll ,- -!�� ,�, ,/ / j \ I
. . � . � x , /-' t / / . \ --,, "%A\\ \ \ . . . I - I I ��
I - . ��r.,_ ) , - ,,,�- ---�q �/ / I ( / / // // , " 11 III \ I I I
I / I I 1-'� / � I I 11 I / � z / �/// ./ � /// / / / ,/ j ,\\ 1�� \ , �1 \ - � I �. I � 11 � - I I I
I'/ ,\\ . - . I - I �
I I I I k 1(( / z / � .11 , / I / - .. ... I / I � . . . �
i I 11 I � .1 / 1. /I / - - I - / // , /�",////// � I . . � . . . I
i . � � ?�( p / -- / I ( J, I \ ) \ I // I /// / // _,-',-'� -,<-_-_N­,":-�,-< _-, I // � /, / / / / / / // ( // , // / / // j \_ "I - \ �� " \ \1 i I I 1. - - - I I - . I � . � � I - I
I � ',�, / ,,,- --- J I I / I I / - -1 , "I I I . �
i- � I I I � / I - j .)02. � .11, " ,- -\ \ - I/ // / // /// /,////,/ // I / / - :� - _��\\ .. ,'I \ I - I - .
; � . � . . / //,o� ,-'- -r - _,_ �\ -.1 f / /� / // / - - -1 ,- \\, � I \\ - I I . I
� - I,\A � I I I . I
� , - k % I
,
L I . . ' /.IN/ �� f I � I ) I 11 ( / I , 1�1 - /j Ili � 7 0, -_ \
I I . - ( /,;�//��, "f .,, _�� -�"�-164 �- � ,' \\ - , / / ., � /// / j /// I/ I I It(////, / __� / ,_ - - � ) \ \ I I � . .
� I Ir � ;�, -ir I _50k , /// � / . I I -, -7 \ ,-,1 \ � � . I I I I � I
! I . ' . . . / / , No ." / --i / I " // ,/ / )))If I ,/ , , , _� . 11� � ) / .,- / /, // //// II 1( - / ,- \`,, '. � III& �� - \ / - � I I . .- � . I
I N/F , 1-1 __ .�� / . .1 � �
. � � � . . . / I'll-,. - / / /, -'�,,� Z - -_ - -_ // I / /, Ij \ \ \� - "\ � \ � I _. - I
� I � ,/ / /// /// '---I , , - --, , //// / il / �, ,-,s I g �, I � I I - - � . 11 I I
; I I � - / /, / -�� / AW, ­I , ,-, /� /// ,, *"- 666-- pr � / � I I f I I I / 1) , // ( . - --- - - \-- I I I ( � I � - � . I I
, I MARVIN � MEACHAM . - _1 -_ 1_� I / // i / / --,,_ - --, - "k ... . I � . - � I .. � �� I . - . . -
I ­�AWS, - /I e - .) f , 171111y I I � // / / - , " \ � I �� - I I
; � I \ \, \ I I /// � / / ,,, Z " ; - I /// / / / I I I - � . I I
.1" / � % N\, �, I - . . � I . . � . I I
- . � _// �_ - ,�- - --, -,- �\_X,\\\ ,
N\, �N ,.
I . . �/.//` -904- ,,, / / /1( / r / I ii )I 1-1 _N\,y % "NU I I 1, I . . -
� I � � � \ ) -/- /_ / -, - ,//J/ I/ /I ,- ,,/ - _,/ / / ; /! ) `N_ IN% \INN \ CN N\ \ \ \ \ \ I I I I . ,.� � � I . � I I � . I I I . . - 1� I - � I
I I � - '794 1 w w �b Ia 4_V,-, � -:: -- -_ -'N 'N' \_ � '\ \N L . . L � � I I . �
- PIN: 9765-58 9492 1 1 / / , ::: -- 484-��,�/, 1 \-,- -, j , �� )II - -- ,\ \\ I 1, I I .
I t� I , I', I _ , , ,; - -: I '' o I/ // ,11 11� � I � . . I .
� I ) /" . //// / I / f /iw x � , ,N,,\ I . - I . �
I I DB.� 51614 - PG.,. 1. � I . \\\ m I I "-/ / - - , / 0 ��F/ � qr1r( 10/ -pv I v,/,� ,� �, - ��q ,-, -.11, _ole ., � \ � ( ( \V I I � ( / 111tIIJ11 / '� / / // / / / , mo�Nl 'o', \\\N\\ n I,N _', \ \ \ \ \ I ) I I I � � I I . I � - . � ,
I I 11 - - - N.- , I I . . I . I . � . - I
( , . I I 10 Ij / ! � . � I . I - I . o . � .
P. . I .� I '? \ T - \ \X , �_, I I I I I - L . I - 1. I � � -
: � � � � I , I - _: ( IF/,;r -\ \ \, __ , " 1\ \ \\ (� I . � -
, , "', , 6)
/'-- - ,,- / - i / /Jll� �4 \ ---, 1�� '�W\\111\ I'/ 1/11 , // I m - N\� SA \ \ I - I �
4 I I � � � I � . \\ � 1 / / /// / , - 1-1 ./ Ill I � I / I/ � � - . I � I - � � .
. � � I , . ( ( '11 �1 _�\1'14 , \� I L - � .1 . I I
. � � I I �\\ I )) � I j / 1, -_ -� ,,� / � \ ,*) \� \ , ,-- --�,\ \\ \k /­ ,//*/, /// / / / /f � __� I,\\ �x I// ) --, � - I - - I I �
i . I I - I I . ) 1, I /I �, ::� (e Itt j - � 'IN . IF r k3l, . - .
: . . I � � - � . I I 11 __/ /� 4 � w tN I /( ///Ill//, 3c � I I . I - I ,. I
; � I ac I \\\\\\\ . I
hI I I . I . �
� I . I I _. \�; -,� . . . I
- I g \-' \ \ \ . . "
* I I I W, `�, ((� \\, - \ - I I I I ,).) I / r- ­& , / �// // ; ) , I I I : / I ,- ,-, ,,-- \N_ -, , � i N S, -,- 11 I V11 / / //// / / " '� � �', - � . �
� � , , I � / / J r to , ,Aq � .\ - �
� . � � � - . . I � � \\\ , _� I � � I - `504, ----- ! ; -� ��'Rjc'vkd,- I )I I J / J/ //// / ) ,J/ � ..1 I \\ \\ - ley I I k / (I - � . . . � I I
� . � � � � - � . :31 2 11 I 1. I /�� ) / ,�:; /( / . i / , f � ;1:1 y . I . I �� � I I
i, � � � . � - I 10 0 � I/ / / //;-,�- )� � I ) \ i - .11 / I- I . I ,,, k I � � ) 101? �k . . . . . . .. � - \\\NX ) �k� , . � - � I
� I � � . - __1 1 "4 / - /( - I I . -_ . I � 1. I I I I . I
� / I , I f ) I \, I -, -- ,- -, .- "_ -_ � III I � k\%l ,,I i'1111'0��M'l � --I' \\\ , � I I I
. j I I I , �, �,/"/ I I I I ) / / , . \ _, / / I I I I /// I // / / / r k - ,\
I � 11 �� 11, . �/ / m I I k \ e/ ///1 / -� ,- ,,/ / *I,- , - :::7 N �\ I I I � 'o - I I � \ ( ( . . . . . � I I . I . I
I _,pv / I I 1 1 1 fof,� N I. - I � I . I I I ­ - I 11 I I I . - . -
� ­ I -1 'i I i't �, N ) I // - - 1 / ,-,/ - - - \ --\ ) I I I I P1111111 I 4d .,- � 1, / : "oN " - It I , I � � � � - -
N ,I, I / // // ­, //; /y ,/ /" / , 11 , I ,_ -
i � I I . ) I / I I / I / / / ,
: I � i 'I 7 I !�iL I //I (v 1, ,- A-14?/ 1 / / / ,��\� � I I
I � I I I . - : - - -' - - / "', -, "/' // /_ , -- ,3 N , / ? \ ) - I . I �
1. - I � I /( ( ��\ I*< -\ A I ) ) .
-
! � I -1 ...., I ( / / , , ( ( (, " I - % : -, - - ' \ ) ') / /)/// //// ill, I 11 'I I I 11 jil))[�/. \\ I - I
t I j (I& I ))) u )( 1( I IN ) T "' I I ( I/ 1� I \1. \ IN . . I -
; � - - � 4 .
L - 1. - '5W - , _'�_ �' _/ , I � \\ \\\\ / . I
� - _- ) � If( � I I /� / / -, / / / ,-- k ,�,­ , N.- � 3 -, " �, 5��'11 I- -1 N I ( �/ � // lit //// //1 \ / V, - .
.. / � 6// ) I 1/// 1-1 ') , / //oj) _/ / fl ly \\\ I - . �
� � � " ,,-,,�� - ") //�/Jj/Ij/I/J/' //,/ \ �\\ � I ( / * . I � I �
i , I I - - I // , ' � 7 ,-/ -_, I f �FqWFAWa AR \ � � ( N \\\,\ I I ____ / i Z -11 � I - I .. � � I I
I " , ,/ I ( I I / I N' -" -2a-504 f' :,o�_.� . I
I 1-11, � - / REM" - / L' ;, -,,'- / / ,-'. L
� 1,71 I 0�1 g, �/ � / f // /// 4 / / V/ ) � \ " �\o\ , , I , . - I
t ..�_ ,/,,�� - - I ( ,lit //;
I . - �_ _j )) ) � I )) ) le.41 , -_ ,,- ,�, / / f( I I)Iugkftt) � - ,� / t I- . I .. .
I , - - / / / ) , I I(/ / V�b ) ) I - � I I � I � - I I .
� . , - m k . I -
k � 0 ) I( �, - '50W- - ,- -',�- , -j / /// I ,\ .
i I - "I , .- ,/ // .�.�4.:, , - �, , 0, , 1. ( i. / // ,/,/ ­/ // WELL ,-­Z � �� - I � - I
QD �> t) - I . ,
I I - -- --- I . . I �
;1 - / 12i - - ::z -:::; -;:�-- ------ -_��,_ / // �� I - I I . .
i , ,\ k &�, ( ,�� / ////;-",/"/ .,////// , ,/ It / /, � \ � ) I I ( l '\ �(TO BE "" VL(D w . I .
( � - - ,1 / I I I (.Prer4ll 'o / , __1 - Y ///- - k I / ,\\ �/j (
. I ,_ - _� - / //A;�//P ( \\\ � \A,\ , - , I'V �;- //// I / / \\ - - � � . .
� I I - ____� ::: /,__%�:_ ::7 , ') / / / I ]�� - '\ � ,x � . I
I V. .�=�_ - - ;,-,; I/ � /J/j / I / (FENC , \� �
� 1. � . -_ - - , ; ') , " , vj� .f ,,////If/ NCDENR � I - 'X - - . . I - 11 I
� I I I , ` , , / '/ / // I / I \ \\\\\ I . . I
. - I _::�� � / / // ,% � ( 1\ �\ \\\�,� k , -, \ / -- -4�E,::-- ,,,;,,,:�:,-__=�_�C-, �_ / , ,_ . E REM04) \ ) r =R PIER �\ \ , v � - -
I . \ I , �, I N �� \�Q vg"� I I f - -.a X\ N\ N � . I . �
� � I . � . . . � �, - - if J\\ -/ -( o/ 1(( ( �� '/'. - ", - .Vk ///' / / /!V//// � \ ) / 4) / /- �N -) , k ,\ I
. I \ � �-40�13" ,; �?�qv_-_= :?-,:- -::, / / / , , , , I I -,To
I I I �, - � .�, \\ \ N.. ,�. ,\ I I � ,i)/ / I � ­N� � � "., .,- L�L 1\� \\\ , X � - I I
� I � . - - - �� , ---N ) ) \ kNkx - - - � I � . � __ � -
. N 1 ) " I 1� \,K\11� �
� - . . � � !-!-- . I .
� . NN �.// .4% _- '\ /� / I -- _- \ , -j , ' ' ��
j � �- ,�- k, � -�SE�� - -"/ "-",-A,- 7-7- - ) �'/ �,�-- / / /- " & I , / , //// I I / / N
� I I- N, \1�11 N �/) / / I I ", / �//G ( 1'<
I - � I �1. . --, � w -\ - 71: �1_ / � f / / / /' I // //p/ 0/,�, / l/ I (( \ �r I �\ -,, �
; I . , ---, � ' __ ( I -t 1,6 I "'pr .7 - . .
,,- - .r ) \ \ d' .
I I . I I c - - - _�, - I - 11 - . I . �
., - \ , I - � I . - � I
� . - - : I - I
c � I - � � I \ - .�_' -­ - , , cn / / T/ . I .
I I . � � I - � I \ -\ '\,\
� �-
.1 � � - - , �Z� '!� IJ / -
\ _�� i \ '1� I �, s k .
- - '
� / . / X,\'� -- N �� -\\ \ - S�_, _7�-,Z\ _\ ,� - = 1-f--'-'- 7-�--�Z__ z " at- / / ( ) � �1 I I I I// I H I I A;( (j "I't �
i - � I . _� � \ I /
� I j �\\x // I /if, Ir
� - I L I ­­ I I Wj//�// / Y, / " H )�Ii � ( \ T /
-_ ,_ �� $11\'�,� 1_\ \-.--: _;�, ___*��__�___751__<,__11 11 I T /I) ,�;� / I /, --' ./ ,-,� / I I I Ny I � / I / , , P / f;v � 1\\�� i , - -11 I I
� I I I . I . L � - - -,�, I -, - -7:__ I , \, :���__---­z: ::w '.., " / \ \ 11 ( ( / I
- . - : ,,, Z­ �;_­:)y (IN '� .) / I/ II , -,- Ik "\ ---, - �
i � . - -- )_ - - '1� \ \_ N­ _��_ I /I 11�/_ -//,/ I 11i /1// / \ - \�_ ,,/ I \_ N� 11 .. 1< � � I .
; � I ��. - � - -4:\1, ( v -,.-., \ \ N­ '­- --�' I f I I � .\ " \ � I \ \ - . - - 11 . � �
� . I � 1, -::: - ­� /, -,;E�-% I- Z� N 1� \ \, --"- I �:��i' IM / � / / / I ,-'/ ,- / )-/ q � � I 4q I I \ \ '\ \ ... x , `-� '* 1_1� - I
. I � I . � � \ -- -� � ,/) Il. \ \ \ I � I I., 'I , 1111 ( . / /// 11 "I I � I .
i I - . � � . - �_� N: \! - ,5��,i(_:�---;7 (/ ,� I It/ \ , A5 o", \ %) I � - \ \ \, \� \� /�( : ,� -
I . :�,�,, z5 -\ ,� - - _:�� I
� - �w P - / / . / I � ( I I I
i . I
....
� . � �\ \_� - , /I _��, \ \ \ ,,, \ ,,-
� -
I
� . � . � , � - ::-- - __ ­Nt"-,-7-v I I I
i � . L\ '0,�� I" . ) - . � . . I
- - - - - - - - - , ,,- t� � � ��N'- � N V'r / , oo t (////, //,/( N I � \ ( " ) ,t�, -, 'T" -\ ",V" \ '% 11 � -\ � � I -
0 _/� _1�11(:;oolfl ��11;a_ ____ 11-i - - I \1: .1 I W I(( I -
. I I — — — I I , I , , I - I , .� - ",;/ ,/./ I ( � I \ \ \ \ \ \1 .\ k \ -\ -, --, � I -
i., � �. � � . _� - �' k .
I . - - - � ., .: . 6- n� � L _/ �, `� '-, ... 01,111. " _. � - .
- . I � � �_ '�� , .,� I /- j , ---'-
i - � . I . . � /
. ---
; . � . . I I I � _ - - . � .",r -�*\, "- __r ru) .,.-/ - I I 111r I I I . N \ \ -, I , K, �
; � - - - I I I . I I � . � - . � , , ) ----o' , I ( I f,/ -_ ,l;��. % I \%lit � I , I \ I I \ \ \ \ \ , , , - , - � � j k �_ - - - 1,:.,& - 11 I . . �
i . I I ..,- I . �:_,< 7,-t_,., - . N , f, , er - --.x-- - I .- � I \,� \ , \1 \ "I S36 -\� A ,, I .
I __ _%zV-, , '//� I I I \\:� \ J?l IN , , I
� - \ � \ � . �
I , � . :::� -, /. .::,, :� _/ / -- IN I
; � � I I - / "' �� 'T� I , � 0 � ,\,�\ j?.1 --N, / /,(- \ - - � - L
1. � - I . I � �, -,,- , -, - � --- \ \ , X
: - � I I . I L I . L . I -, N -_ - 4\,) I 2 - , A/,", . .,� I - = J�\ � I jj� I I / I /j/ I I \ � \ \ \ \1 " \\� --, ') 1\ � -1 -_ - --,\I 11 \, , � I I
I./ \ - - � - ,
i I - I L I `� - - -- -:";Z� - .. ,-' , /- - - _`� - I N, \ . - �
p ;�,.,- — - I", ­4 Z '. I \ ') - \ '--, ", I ", .\ \ -\ ) \ ( I � � __� N � 1%
I L, - - - 1/' , / � .
� I L L � �_�,, i - - -,-,- - �
I _,�,,�Z� I f A rl" -,) , ) I \ \ \ \ \ ,\ �, - - - - _' S'Y'T- - 1�*, \\ � I . I L
, ��,
,zl�
. 0 � - ,/// / / � / \ � \ \
- ,:., , ., I -..:"// / / I � � ,/ -
� L . ) ) - - jfv/'�­�­�,/`­�`Z / - -_ , , �� \� L \_ . I I
i I I . , �11 ,e t . /' I ? I / 1-1 - I - - I
�
1 � L L I I I I L � : � I . I r �� --t--z-o=.;�-__,� f., -___�- n7i "' � / z �-/ �/ /�,,/ , / ) I \ � \ \ \'� 11 ---%\ \ \ \_ - - -_ — -N,� ", 11\1 . 11z � . I L I L
; I I . I I N n� . k \ . � -
. . . L L I � I /, I -- -\�\��(-, ,�-----/ --, ,--- - - -, --,- " - I I I � -
I I � . ./ -_ -;_;--Z::; Z-zz :-�� ::; ;q�-_� �- . _� / ;t//�, I I ) j N � / - - - 1-1 0 \ 1. \ � , . L L . -
t L I I 11 � .,-- - - - - - \ I -,�<,- - li . I\N. %,7 -,.. -:7,=:� 1 \� I
I . I / �_ � �r / ___;� . __Z�_ � , / ",//// ////- � j f, , -1 � j ) I I I I I I / \_ ) j ) / ,,,�- - __N \ \ , - - - - - -1 ',I.' --�, N,� \ , . , I I
� L � I /A - - - - - -- , L '\. \ � N. ,,� � `�k - . I
�'. � . I . I �- - - �, - iim / , :::7 ./I -,- ,:�.- �N, >,z- -�z \�/ I v/ ) / I ( 1, N .Sl � , I . � . I
, . L I j , " i I ) / ­, / I I � j I L N_ 10, �, N�\�'\ " INS I -
[ : I I � I I _/ ,0,-_/, _� - E N - - � . - � I I I .
I - I I . L . I I I I I . � . � , - �- ;:� I I . - - ��_�__::� .-I - __ 11 ((/(f -0" - --� ___ -,� _­ ,-\ 1, I j //,� / I / , j " -) I / / � - - - - _- L _ _ -64,p. NN �._ %\ , � � . - - I I - .
I I _', - .... : - _,,,;� \� � ( \\ " \
1 1 � - / X, -, , � V 10 zi / / / I / // ) / I I � .
I - L I I . /, (i/ , - -:-- ,.Z- '. \ x I �, /. - I " v " I I I �� - . . I I ,
. I I � . I I I � . - - :�:,---_: -:-�_ - - - - -�, - - I -j : _ _ - - - �sl �_ 'I-, ,\ \ \ r i I ,\\- N � � . I I I . I . 1,
t , . 1 .:::�7� , - - - _1� - I 'IN \� � - . . I 1, I . I
. - � L I , -_- _= �- -�-� - � - - , 1� \ � t� 17 / ( / I / // / / \ \ \ \ . I I - I
X -, - , ),� I ,q I �1_ ) / / I -_ \ N�
I . . N/F� I 11::�, f ((., � � _::_�__ , � "." " � ) / , I ) ) I ,/ ( /, V N-,� I I . I L
� 11 4 jr�., - -��:��z �,,/ M . . --- — 111,, N \\\\\\ � I _ .
- =7' �_::�� -:-- �_.,-_.�.- ,\�, qi - / oy I C;� /I-- - / I , / J -� 3 ,/ ­ I N ,
,� I
� L L L � 0 � . _r / f(( ') � ,- - / , ­Z�, ­7 , J) I// ) � ) �) - / / ) I \ "I ,�, � & I I - . � - I I I I
.
� I - .. � - ErAL '- * . . I /// [t / I ".?11,;��_��, - ­," � , ,,/ // j -*-- , ,-, I � - � I - I I L .
?_ t,�� ;:,:� - -1 - .) - , " �\ I ) __ -
�_ - - - _:5�; , / �______ ---, N \ 0 ,c I I I -_ - � �
1 58-3620 I ­ I : - V. � .
I ,., ,,,:-,I-.­ - / 1/( J// - �_�=_-Z_ - - , L . . L I
a I . . I � . "/'�,;::,- ;- =.- - � � - , �6�. 1 '> - . . . I - I I � I � I
"
I � ' , , - ...� ...., - - X I
I I L , _: -`�� f t', -,-- - - - / I , // � � - �_ - - � � I
I L I PIN - - �__;;;__r­:.�_ ,\ )v 4.y�* , �, ,,- / - - -_ -, - �� (, / � � / / "I -17. ,N\\N .-, �
� I/ , V 4 / I
. . -1, ,�- � .11 ., _k\ I
� � . WADE. ROOK MEACHAM .,,,� v fi��__ - _::�_ ,,�� I \ \ � I � � ", \ ,/ "N \ L"\ \ \ -I � 'N Al I\ xk
- k I ./ - / / , / ( '\ \ -\ % \ \ \. � �\
j L I . : * 9765- � � ��V *05 � - �, - - --J, / / 7, * /;? I ,v / — — N . I -
� I .. L '. . I I . � L \%.- — ­1 — — 'IN. I v 1, - I . . I . I � I I - L I I .
, \ ,.�_ �/ ", -
/ � I I I I I ( 11�111117( (", -::.::�o��,Jj I/ ",51 �_ L— — _�; ,/ - ( I --, N \\ ) N N 1% N. . I I . � � I L .
.. � /.
.�
i L � DB., 814 PG. L "7 ' I � - � / I - /Z I / I I , ;:� .1 /, ,__� � ) I � ,\ ) I I ) / I �? � , ) � I '.1 \ � I � ( I r- --548- -_ -,� - - - - -, 11 . \ \ \ - -
" ( t I
. I - W ;/ I � I I - 11y, \ -\ \ " - � . . � 1
/1,6 Ar, /_L_ - - I I / \\N L� I I I
; � . . I � _1�11'1 �_ — .11, , �T "
I I . I . I L I I I , N / ,�>o Zi . `-, �,, N_ \
i - - � - . I . . " . I \ � � I I I 1111 I I i, .11, .,.,, , ! 6; -_ - --� N� , \-,�N \ \ , 11 I _� ,* I - I . - � . - =­. - � � . I
; L I I I V - - ) I I / -) \ \ x _\�\
� . I . . - I (I 'G�( , _ I I ) I / �, / "s I I ( --y %p I L \
� L . . L . I . . , 2 / I -V - __-,5�� - \ �._—I-1--* �� - - I . I I I I �
i I L L 1, I I I - - k I '01 \� - - - - - . J .!� - ,- , , - -,/ , ,,,��,,,, -cv ') I / / ", / / I � ') t.k x I, ,_ / - - \ I I I N_ . I .
;1 . I - . . .� 0 I ) ) �kt \\ \ \ k I I I I I I / I I / I \- 510- --- ____-'/ "'_ - /("' / "_ __ ' , - '�_ ':I _/ L ., j I r I ) I / \ \ ;,, - � -,- , ,�, '\ \\ � I I I I � I I k 10�11 11 I v I I , <N
. ­ , I / / , - - _ 0, X , � \T � .\ " I
I I . � j � ) / / I _/ -, L //$ _ c I � - I
I 1 I � . . , I I
L . - , lzft .,AA L
'L%
I 1. ; - ---� N,, , . , ."N L . L L N\1 � . I
: I I L � �1\ ( ) ) . �- ,-- , L" �_ �, . ,-,/ I .ell/ , / / I 1-1 //-/ ) I ) ) / 0- \\\ \\ I .,.
I � I . � � //, � .1 I � , L \NN '� - - - L L I I - I IL . I . - .
"" Z�
i - � I I I � � 11) I � k \\�11111� I I I I /( I k � \ C�, �, � �- ,/ -,, /, � _� . / / I ,,- 1141' I-- - \\ - I I I I , . I .
. ,_ - " I
� I . � . I I I � L I . �', -.,,-, / ,,� _­� ,/ I ( / / I I I ( � r �/ /I _�\_ _1/ I � \1 � I \ III I ) ) I 1.1 I�.N N..- I I � , L I \\ , I I
I L . I I \ \ \ , . -,, - .." - --N, / - ,-, _s - ___70 \ \ .
. ,�?� ,.- . . - - I
� , - - . . I . - L - ) I I I t I\ � I I I I I v I if/ ) I . \N \\\ ) � - - < "_ , ", - ". , , I--,- �_ , //.. ;/ / / I // � J I I � � k ( \ � , \ I �j 'I ,/ I,- - - . � - --,\ \ � � � � \ \ � I / ( I N 11 . - � I I .
� I I I , p / / // /j /- " -�� ,_ - , , - I �. f I I . _� � \� � � I j 1-1 I I N. �', �� ' � .1 \ \ . L I
; � � � I I ., . I , .j 1j \ - 1_� / ---!/ z , I ) � ) I � ,- - -\ \ \ \ ­ N '\'- - . .
I !\
� I I I . . J11 I I / I I � k � - I-, / _/ I I'll . �S�\"_ L � L . ., I
t- I- . .LEGEND . .. . 1111 I I I 1\\ \ \ \ \ ( / I / I / -�,� — - 1-1 — 1-1 ( I I I \ / L / / ( / /I,---- —, — "I � \ \ I I I I , , . NI's - . , L I
z - \ I( -�_ __\� \ ,\\ — /��i r / ) Ir- I / ." 11.1 \�N IO I I I I � I, ­N�N i I
( � I I . �_ ,- ,I / , I — __\ \`Ii 11 "I . N�
I . - / J�// ,-' , _' .�, .� . I ,Z,\�;� L . .
I 'L I � . - I . -1 -_ — - ZI - �_ " ,- ) L� I � � , - . I -
T: 1-1 \ \� \\\ \ r,� I . ./ I I / to \ - - -_ , - , \\ ) I I I � k, I -AN - .
� - � - I I I I ////) I I � I I 1, I\\ ( I I / I / " I � k� I
� � I " I I , WATER VALVE - . - I �1 ) L ,N� I I - - - , , '\\\ III, \ __ -,,, - � \ � I "� ;e,�l I / - - -554--' ; \ I k t , \ \ "N - I I � I I I I I I j I L
. . . I " � I / el L /' ,) � t \ \ "'IN \NN �\ \ I I J/ L. , I I .
k . I . 1. . I I I 11 I . / ) � /) I / / ( if I 11 I I \ \ \ N \\ \1 \ N.",-, I - I Ill - _� _� I I- , k ) --, \ I � � r 1_/ I _____ � \ \ �\ - \ N ,I, �
,
7� \\�
� I � I ( � , --, / , — -- - / (� - / � \, I \\\\\� � \
I . 9 � . I I - L \ --/- --\- " 1 / — -,, --- _-�, I \\\ \\\ \ \ \\\ \ N . NN N `11'�z . � .
. I , \ — �, �_ � ,/ I \N .. _- - , ,
I I I I \ %,IA \ . \./ \ \ \ \ -
. \\ I . i Is, p j I .11' , \ \\ \ \X \ \\\ \, - � I
; � F_ . El WATER METER I \ )j m\�\ 0, _­ \ i \ ,_�� \ � I ( ) I I -1 , 1-11 \\\ \\" \\N � \\ N, zl�z�_, N\ �1\1 I . - L
I - ., I kp ,\ \,,, \ ( I / 0 - L \ \ \� \ - - - _� 1% I �, - N, I � - // I �
I I . . 1_� \ � _, � .
� \N\�\ \ " L \ \ \ � (�\ � I I / .1/ �- _' ' ' � z�z_ - I
I - \\\\\�� � � 1\� I I V\ ) \ \ � ( ,;7_7__'.e_ "/ - __/ L � �, I I 4? , , , �_ ---� I I ) N,�\ I \ I 11
� I � . I I . --� --, - / I- - �_." - -�- ,-� \ --\ _� -\ \ \ � ( ) \\\ \\\ \\\\ \\ ,,�,-'Z._-��= 11511�1 , I 11
, , I . A. I : FIRE HYDRANT . I / 11 %\ \ �k � L I/ . \� � ) / ) ? \ I I I x I, \ ,\ " , = __ __ I -
; �. . . I . . � I . � . ) I �,_tz:z. \ vj\cA III, -,I. 7 __1 / / ___", --- \ \ I � . ( :II� E� :� �NN \ �, I, IN Z�,, 1/. -
I I I . -, \ \ \' - ��=
! I .. I I - . - z __\ .. zo _\ �11 ( / ) — . - I
. I . . - .� - ��,I�,.) � V� � I o\ , . I I [I, - It /,I,/ �� \\ ,I, I //
i .1 . � I I I \1f11T ) C) - - _.�, - I /L _ - � 1.,- k" \ �6 - q / � I I v �k\ \\\ \ `�� .. I
M - -, - : i _a� .��_ ::��_ z - �`.
2 � CURB INLET , I ,��_ I / - . 1_k�. � L I I )I \ � \ I ) � '01"6 � 0- \ -so N­ ,I,,- In 3 L� � I-, N_ --N \ \ � � k\ "N cv III "I I I � I 11 \ � L ,
, I
I m � \�� 11 ,b / ,�-- -,,, V) \ �; I I I / I 1( / , �?' �l��L'--Z�:=�7]E7-�E7-E�7:�-:.-- -�Z , �
. I . �� � . - .
I . I . 1 11 I I _. 1%_ KLR'tK Sk oy PROJE\,';r% TJ 1, N- \ � \ . 7:�� _:_ - '% I L, I - - , . - I
. to .1 � ImmImm4- I _q! I I , \ - .:,/ 58- _ -",:,
\ X. - - - - _� \1 __ N \ ___v_ -I-;:-?- _1_1'_�� - 7 \ 7A k - - . L;3�1_1�_ I
- - �_ . L
� I �_/ j - - I\ ;L\\ I" ) ,/ - " _*1 I , — _`�,�,\ � I ) �_ \ I \ -V \_ , , _____ __ - - _ ,:< � I /I - I 1, I
.. I - � J _/ . 1-11 . LL4 . __ \� - -
i 'i I I / � I I I i I �L L ) 7" /- -_ \ � ; I I I k :� _
I to � I - ,?-, r
.,� I I I � r� / 1_; ---I"-- _IT A L . r /� , � k � I -== — -
9 Ef YARD INLET I r( / ) I I �_ 1-1 - ) / 1 4 .., , I 1:L III , _/ - .\r \ \,.\,\\. \\,�\ \\ ��_= - zz,� -
1 , . - ,,� � I ___� __ - � . I - I �
L . _-��f -�-_` ... :- - --N. -\�, '-, - . I
. I I I . . , ::� - -\ -� - '--T- �� _.:
� ­ 1. I \ \ \ � \ \ \ \ \ V / --'I- / _/ )� I I ,
/I f \ , \ - Z��M�kz,,
6i - - Ill N I I (/L / / I ( � ,'-- \ \ \ \ , ,7 _/ \ _� - K 1-1 -
I L � � \ 'N­ - - -__ / X � ,fl I- __N 1 Itl7t) f J\ _=F� - -::Z ---- � - � �,-kk_ : � � I �
� - / ,_ _- - ,�, .- _­� __z - 1\ . V, . -
I L 1\ V\ I 1\ - I's _11N,�� \
I
: . .111111111. SILT FENCE OUTLET L - I , . - � \L( . ( )/ ( \\ \ \,� I \ \ \ \\ -Z:= < "Ile&-. �, \
- 1 3 11 I I � (I L I I \ \ - I \ \ �N \ \ \' i , ,\'�, \\ -\ � k �, k I � ) 11L_A-)� / �,, ( � 1"'� , -\, \�� I
I cm I . I I I L \ . I k ) \� \\\ \ - - I
I , __N _'N L 11,11.1 . . .
I . I I I 11 I \ \ \ \ I I - ,- I ) � ,� \ � k \ 's ,,� \� , \� \ \1 - � -�Z- ---� . `,�_, "I �� " IN . I I
: � IL � . L _SD 1� - IN ,,,- \ / , . . _\
i - L I I L , L .� f e )�j \ � A � I I I ( \ \1 - - -\ \, ,\ I � ,� \ \N. \ 7 I \ \ , ( I' I' �,�, , � -_ - : - I'll '\ �_ I NI I I—, -
I
I —SD—SD— STORM DRAIN I I . 11 - � I L - I . r � \ 1% \ \, \ \ \ Q --, --\ \\\ ) I jjj�_'��'l t � *,- ) ) \ ',- ,�,\ \ --,- N, '\ N L ,�, *-, "\ 'IN, 1� - I
I . I I I � I . . 1. 1, � ; , I - I . ( �. t�_
I � "
. I � I . I " "I �. L
11 I . I I I a I � . . � L " \N�,, . .
I - - ;B - . � I . I I i I . N
AI � . I I . I I
I I I
�
I — W — W — W — WATER LINE . � . . .
; - L � -\-\I,\--,, I, I
� L � I 1 t L
i : I I . I � � 1. � . I . I *1 A -� 1. .
� L I -
: f L . L . L � - L I I : � I I . � I L �
� � � I - � I
� : SS_sS_SS_ - L . I � L I I t 1�.\\ - I I
� 'o SANITARY SEWER UNE : L I I I - Z %N. �
i . z; L I � I I L L . . � , I � I i I . I . . \ � . ,;
! I I . I L L I I I I I � .
I I I � . I . , �. �
I . � . . I - . *1
L — - - — I �L I . � . I � -1 1,
; I 1 I PROPERTYLUNE I I � I � ; . � I I I LL \
i gL - I - L � I L - - . . - I I
L I � . L � . I I q . I I .1 I I I
r. I L . I ! I ; I 1, �
� I I I I . - .. I . � �, 11
. , - I . � I . . � L I - ,
� . - — — — - 50' CHATHAM COUNTY STREAM BUFFER , I I ! � � L - .
I 2 - , I I I I - � L . I . . I I � I I . I I L I . I., I
I L I - I . I . L L . I I . � I I I � I . - . �
� _' �: L I I - . , . I . � I I � I - - - I . �.,.
�- __ — — L I � : ; I I
� - 31: . I . - Jo'L NO-BUILD STREAM BUFFER. SETBACK - . i N/F I - I �. L I :
;. u , , I I LL I I I . � I I . I � IlNx �
� I L :L . � I I � � . L � LLL 11 I I
� 3; . � FM— FM . I . I � I . I I I . TC&I TIMBER COMPANY, LLC L - I , 1, . - ' L, I L -
I I V_ - - :L I ., � I . � E � PIN: 9765-47-2252 , - I I L - - � Cj I
� FM— SANITARY FORCE MAIN ­ I I I I 4 I .
� , 0 ­ . . . L I . 11 I � - . I . I I
I a . I I - I � . 1,
- L LL I � I 11 L L � ; I I . I ,.,
- - L I 4 . � I I - I �
L — L _ . I . a
: I � I . I . I - � I DB. 1293 PG. 483 . � -
i 1 — SF SF , SF_ L � SILT FENCE_ . I . .1 . I - I I
l.. 4) 1, I . L L L., I I LL . . . -1 . � . - I L - . - I �
� ; I �
� - 9 I —TP—TP—TP— TREE PROTECTIION L IL ­ L� . - I 1. . L I � I . . . ; . I I .� L � IL I � L .
I I � � � I . L
I � ; I . I . I L - -
� § � I I I L L � . I . I . I . - I � I I I I - - I L - L L
I I I I . � I 1. I I . - A I . � . I . I L .
I L I . I I . I I . ; . L m . � I .
� , -9 — LD L L L I I � I &QQDPLAIN NQZ, 1. I �: L I . - - I I . I I - "
4 - . I I . I L '
I LD LIMITS OF DISTURBANCE L I I w . . ,. , N/F I I
. . . I L L � I -, i � I I I I
I � .1 . . L. I � I ­ I I I I L
�� 9 I I L I I z I . .
t I -
� . - . . L � I � A PORTION OF, THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA mAE* AS SHO104 ON FEMA . I . .L I � N,NP BRIAR CHAPEL, LLC
5 — — — — — . - I I I I I . I I
-
. I
I
,
p .. IL � I . I- FIELD SURVEY BOUNDARY L L _. , F.I.R.M MAPL# 3710977500J AND.37100765OW WITH AN EFFECTIVE DATE OF FEEIRUARY-2, 2007. THE I � . PIN: 9765-45-8095
� . L i . L
� . 'L I I .. I i I L
� I . I I L . I - CONDITIONAL LETTER OF MAP REVISION WAS APPROVED ON SEPTEMBER 6, 2007 FOR POKEBEERRY CREEK. i I
I I
� :3 M- M - 15-3 M,- 0 M 0 0 0 SOIL DELINEATION LINE. - [ I -1 � I I I - . . I � - I . � ; I I I . - - L
I
p L
i � -9 I . . �. . p . . I I L I I CASE #07-04-3196R. I I � . � I I _DB. 1 198 PG. 510
- . .L I . I . � I I - - . � I �
� _� I . . I - � . I L - . - I I
�
I
; 1 r 1 � L 11110IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEN EXTENTS OF INDEFINITE TOPOGRAPHY , . � L . . . �'�� ' L I � I . � . - I ' L , . I - . . -
I. L � I I . . -
. � 0 . I ;
I . I . . I I I I I . I AM& MAPPING tjQM I L . I I o . I - . I I L I - I . I I .
. -
. E I . L . - ,� - '. . � ; - L . I . I I . L I
I I WOODED AREA I I I - I .1 - � L ; I . I
� - - L L .
� . �L - � I - ; . � __ I � � -, I I � I L
I
� . V - I . L I - SOME EXISTING TOPOGRAPHY AS SHOWN IN THESE CONSTRUCTION DRAWNGS LIES WITHIN Ofe.'SCURED AREAS, : I I - . I . I - . � �. I - I , _L L L ' ' . . I
; a I L . � . I - 11 � I
. � . I I � AND L HAS BEEN IDENTIFIED WITHIN THESE CONSTRUCTION DRAWINGS AS INDEFINITE AERIAL MAPPING � I - . � . . � I I . I I
I DIVERSION DITCH L - - I I L I I I . � I - -
===>==*==:>==:>===> I I � I L , � . . . .
. I . L I L � INFORMATION. AERIAL MAP WAS PRODUCED BY PHOTOGRAMMETRIC METHODS FROM AERX P!-40TOGRAPHY IN ; . '. I 1, - - . L - . I �
I L - I I � . . I . I
� � 5 I I I . I � . I I . � L I �
! , - I L . I . I I I , L
z :5 . I � , . ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS AS PUBLISHED BY THE USGS. PLANIMETRIC AND � � I � L . � I � . � I I I L
I I L I � I .
�' - , I WETLANDS , I L L I I- ! . I � - � - I I . : r
� i I L I TOPOGRAPHIC L FEATURES THAT LIE IN AREAS DELINEATED AS "OBSCURE" MAY NOT ADHERE 70 NATIONAL W . I . I _ .
� I L L � . . - . � � - 1. I L I I I
. L L I 'L I ­ . I . I . z - . I I . I LL . � � . - In .
i c: . I I - � � ACCURACY STANDARDS. NINETY-FIVE (95) PERCENT OF ALL CONTOURS ON CLaR UNOBSCuRED GROUND � I . - I . I I I - - .
I I I LL � I L . � � � I . I - - I I
; � . � . 11 I : I l NO MUD (XAV 88)
i . � . � . I WILL BE CORRECT TO WITHIN ONE-HALF (ld2) OFLTHE CONtOUR INTERVAL THE REMAINING FIVE (5) � ; I . � 1, I 1; � - - .
; I :
� , 8 - . * . SANITARY SEWER MANHOLE . I L I I E I , I . L - . . I I _L
I '6L I I I I . I - PERCENT WILL NOT EXCEED ERROR L OF MO E THAN THE CONTOUR INTERVAL DASHED-UNE 'CONTOURS SHALL ; . � . I � � . - ­ � I � .1 r I I I ,
� . r_ - . - I . � I . : : I I . . I - L . I I
I . . L L
. I I
I WERVAL - I LL I . .
; L . � -FOU (I /�) I I � , , I - - - � . - - -
; I I 1. , L L 1. . L . . � � HAVE AN ACCURACY WITH RESPECT TO TRUE ELEVATION OF ONE* CONTOUR I OR ON11- RTH . � I . I . - I I �L I -
. � I - I
I - .
, . I
- C5 1 -AT OF.ALL SPOT � I � � . I
� , . (o LOT NUMBER .. I � I . . THE AVERAGE HEIGHT OF THE GROUND COVER, WHICHefiR IS GREATER. NINETY (90) PERC0- � t -
; OL . � . - . � . L I I . I GRAPHIC SCAME
: . . . - l . - � , . 1�
I I - . . I I . - - , . I � I I
� I I I I -FIVE 25 NT � I � . - , I , . '
: 0 � L I I I I ELEVATIONS ON CLEAR UNOBSCURED GROUND WILL BE CORRECT TO WfT4IN1WEN1Y ( , ) PERCE OF I � . I . . 1
1 N I - 1. : � L . - I � � . .1 . - I L 100 L I 100 1 200
1 . , - THE SPECIFIED CONTOUR INTERVAL, AND NONE WILL -BE IN ERROR 13Y MORE THAN FIFTY (!01) PERCENT OF . I � 1 7 ! -
� , : * *
. � . . I I . I .
; � I - L . TEMPORARY BENCH MARK '. - -1 . I : � L t " . I I LL . I I � . . .1 I I Ir . - ' I ' . z . I � -
� � . L I . I � . THAT CONTOUR INTERVAL NINETY-FIVE (95) PERCENT OF ALL VISIBLE PLANIMETRIC FEATUR=- SHALL BE ; I . I , �
� . 1 _$�, - . . I I ,W_ . � ­ I � � . L I 11 I I L �' . . L
I � L � r � ­. : 1. 1. .- . I . TIETH (1/40) OF AN INCH, AT MAP SCALE, OF THEIR CORRECT COOROINA-F-7 POSITIONS. NO � I . - . I �. � .1 I . � - I i
. ... L . WITHIN ONE-FOR . I . . .
� . . I . I . � . I . . I — — — — _j I : ­ I � L I . I I . . . . I -
� . - . � . . I I .
j I - � I � I ., I 11 I I - I � . LICH WELL DEFINED FEATURES SHALL BE IN, ERROR 13Y MORE THAN ONE-TWENTIETH (1j210-) OF I : .1. � - � . . - 1, inch' = 100 it- , I
. . . I , - I . I I - S I , AN INCH. 11 I . � L I I I 1, I
f : I . . . - . .. I � . - I I I I I I . : . . . 'L .� � I . r . I . � L I 1. I . I I . i � I . � . L - . . � I . . I I I
! � , - � .. L - I I . - . I .
I
-
I;
*
,
,
"
,
-
-
-1 .1
-
. �
,
.
:.,
I
�
�.
:*
I
..
.:
I .
, I
. ,
i ,
.
.
, I
i � I
�i�ll
-
.
I
.
I
:_ 3 1 1 - - � � I . . . . I - � L . . . . - I ! : , L I I . � -
� . I - - - . . . I . I . , . � � . I . L . �. - NOT RELEASED FOR CONSTRUCTION
' - - I I I -
, . I L � I . I I L . I .. I I I . I I I I I � . - � FINAL LDRAWING,,
. - - _____ __ ______ __ __ � I � L .
1 :§ .. -) �. - - 11 _____ -_ - ____ .-
i. in � � . � L L . . L - I I .. ., .. I . . I 1 I I . . 11 - . .� I � I ­ I � . - . - ." L 'L � I . . .. . � L - - I I I
l- . L _1 L . ­ I . I . - � ; I ; . � I � I � . -L. L . I - I I .
i*ff � . I � � � I ­1 . � . I .1 . I . I . � ! L I � I �, . I I I ,� I - I
IL �, I 11 . I I - - I I I . . . . � - I � r I I , L, L L . I . I . L . . . I . � . I
� L - - � I � I I - L L . L . - I I . L
� L I I . � . r � I I I . L I .-
II L I � �., � .
� I � . I � I L . I . � ! I I I . I
I � � I L I - - L
. I
� . L � .
I , I I . . . ' L . � L - � � I I - L . ? I .
:, � . L I . . . I I m � � I � L I r I I
.1 I . I I ; I . - L . I I . - I
. . I . r . . . . I L I . I . . ­ .
I
L
cn
I
�
�_
E-
I I
MLMMMft%' . .
I I L L I ;
,
�
I
I 6.k.J
z
L I
,
;�
_t
-e!!�
F!t�
-
r4
0
, = ,
m �
I cql �
= � !
i
p
U
I
'L
�,
�,
� 'Ir
I.-
.,
�i
7
, I r , �
'.
.�
.
- -
I
C'.� I , . I
rA - I �
. i
"'C-1
.4
41'
L
Z
I
--I
m
r. ;� :g I I
L
R CE, 2 : I
11
.
I
I
I
�
I
L�
..� 11
�
,;
....
,
v-
.
�_
,�
, �
I , I
I
I ,
LIL
"
,.
,,
11
�_
1.
-
11�
, 11, I
, 11
, I.
.
,
I
.1
�,
.,
1� ,
, .
4:
,�
r
�,
I!,I
1, 11 L
�,
"
,
— , "
04
­­
I
'L
�,
�,
� 'Ir
I.-
.,
�i
7
, I r , �
'.
.�
.
- -
I
"I
.
'�
�-
1:j
q
;�
�:
�
I � L
� �
� :
,
I "
I .
:
I I
!.
1;1
]�
�
-
"r:
I'll, ��
.� I
.1 ,
�
11
��
,
I
,'I
"
�
. , ;
11
L , �
1�
,
" "
1�
I I �
I
11
Ill _
11
t
L�
I
,
,
:
��
, � .
-
.1
i -
I
I
I . ,
,
I - ,
, 1.
. � I
;
"I'll �
1
"I'll
�
;�
I . I
I
. �
7
�
. o
�

- Ar _ - r "'n"xl+ "°'i+m �'" �kra"°'ew .. '- ."'+maw•,,,, ' . .. , _� °1*a, z„*rK.,, "'�v _ � .. - x ^ef
¢ n "sEa
_ w
mza+�a„i6Q,a ': rte.,, ".s`°:v�.a _ .~.`' -,. «a•i .. cwnc."k -• i "„� y i *''•9* -t S' .,1. V r 1Sl� .; ® jT \I
L Al 4r;
- _ ... ' . � .. ..�•m'ca�."y,� "+.. - °•" =,w«� ry„f +.,,,, .. (�P .., a .- �
Ss ipso n.ya /8a�Rr 9 R 4 S g�y�y'T/r
°' +�. �. 1 P p t r ® PtJ131#iCi ..� / /'t1 )ig}_
r sa.�.q u P °"a ¢ °°a d 3' d (; x r f P i,.
.....mbaaq wo ugtiu G : i Y: a �LF i
iS.Ft1 } t -
49- ._ >,. �. � ... awe �. ; � ;� • . � .., F ^:
.•.,.� t l 73t• F E,1 _i a 3.�_.� ,.., aw _ t ry{7 �.
d � Q � •*n v:,., - _ � = :.,�rro tlr' "'e.'^' � ,!�^t_ d ? t fi . � 1 -"'# ; i8 9 F °': ��
F
tr.
P'° f �t� !t. -�T, �yT ray �v E
- s- - � �# F • f EXIS 13Nx�B 3 �
5
�e
e9 a
-w .J 'L�= �• ^`Fa
s xS ELL
2P.
r � � 20 RIVATE R i�1
7 j c
x
k
/
.�` TING
ca
��
s �• ,,,,Q �j j� � WAY
� j ... • ...., <x+e , c t_fM .. .,�. -.. t A W r. z - �._ - � i y ..
+•-... �°"-� - ' .. g .. / /" � �� II. "3'. ,� lVl �1 t3. .1, ...: r F� x x I t� ` t. *_r.•s s 99 ; � 3 £i
g � � t j .r
_�,.�rx. ^,w •`+:,,,+ "° - - fi . �— (i�' ,,.... �„/ 9 _ ! ""•.... a"T y, - .<.. ,.., -�.., �-oY"•"-�.,. ca _
�. _0 PUBLIC` R` - x' t
'+. ��_�... r �. ''�,+•. a•""+. i to �e
,.. +�� it ^•�+ e i 7 1"., t ••+.._ �. a``t..% s' Y
}
T
e•,/ la .i./ ,M1./ � ♦ ) '� b.TW a :w i eY9 f � - i 3 1 ��}x
-
m„
_u
• _ i rsw/ p0^ .. t�f:, 1 ,�, % ( ..,- _ 1 � rw-; +i �`�+c,- _ t� t .-,ns ^' -. _ j $ � .
LL
zztzzzzz
VO
#
y

11�236
T G
7 75 .533.06
I I� 60 (DI 110) 1 . . Of 237)
I . IN-529.55
;;zz: 315 IN
5204
-4 4 INY. DW=5G5�7�5 W. OUT=
Of 237
Of 110
517.50,
T/G--535.75
T IN=51&60 (DI 111) INV. OUT-532.30
I OUT-51.5.50
14 _x'
Of Ill T/C-537.2Z
(CB 239)
T �-527.2i INV. IN-531.73
7 -523.05
i-L: Lr -EASEN!"414- BENIN 1 F -Illy CE) 239
INV. OUT
p
CS 238
MLE, IN-523.15 (0
1 1'12) 01
-DI 112 19
IN=53124 (CB 240)
.G=528.22 T/
INVM39
+ 117
INV. OUT=5;32.14
32 (DI 113)
INV. IN=524.
>
4
INV. 01.1-17-524.22
49 8 Of 113
NV. IN-03524 CB 247
z I W/�-05U3TI�_6
!4
C 5 0
11 C�\
39.19
26.67
INV. OUT-53?z-
r
/SECTION\
ell 241
'=540.75
H -104
-(SEPAIUTS PUY SWr 1 HO INV. IN=509.55 (CB 122)
Milo immilm a I I m I I m I I m I I m Km I I m I I N40+L- !*I+M+f CIC
IT . IN-533.60 (CB 242)
INV. OUT�_533-50
2+00- '134�Pa --,Ctl LF-15-RUP-14�*
IN=518.05 (CB 132), 540.75
T
INV. OUT=513-58
OUT'=533.60
INV. IN-513.68
4, IN-534.15 (CB 243)
522.03
99 - LF 15'� RIC TO CB 242
�0- \00
0 1.437* 1W (CEI 123)
INV.
123
::=522.03 C=539.15
E T
'n INV, 114=011WA
)3 SCS 124) IN=534-65 (CEI 245)
EL
NK 1," 'RCP INV. IN=534.95 (CB 244)
> 1 00 RCAD -8, t 2 IS GA INV. OUT-51193
:B 1 4. s 124 INV.
Re 1,03%- -1-
-1114 --- �:: C=51 9.49 CEII 244
R T
3�
'C=539.15
RIC PRIVATE f. IN=515.04 8
W. IN-515.29 (CB 125) Ift OUT-535-20
8i
3.Z
EM4(TM. 2�' 7, INV`. OUT=514.44 245
0 1%4-- C
f C-540.15
T
-532- - I .- 1. 1 1 r
I UT=515.54 INV.
I�ER OUT=535.6
C Of 246
126
539.44
Asm W 7 (CS 127) OUT--535.99
7 0=520.42 TV=
VAR INV. OUT=515.52 IW
24- F NAlt-Sc ORM\DR�AWA
N E CS 247
20' NAGE 12 7 T/C=M.28
;=521.67:, INV. OUT--536_7z
-e-ST
(rep-;)
IN=517.47 (CS 9
4 DRAJ Ift IN-517.47 (CS 12
r T C
RC 12
P
IT i 1 INV, OUT-517-27-
72F 120 LF
4.7= 29 30 (DI 306)
INIV. IN-51 1.
C 'l".67
T
.2C!25'2
Of 306
WEErp IL� INV., Ouj-517.72. 523.25
T
129 1 WO: [N=520.05 Of 307)
'111100 11J4 WI-LIC C-522.83 INV. OUT-5119.9-5
Ce w IN=518.63 (CS 13
T
Of 3v
0
INV. OUT-51 .75
1. 36 -PRIVATE _SAN IN-518.63 §CB OUT=528.55
RC Ck5EM 30" CURB &
-ENI , OYP, CB 130
71m -2--- EX. CB 400
1 fRCP LF 15" 'F T
I Wl� =05U2 1153
T
.1 20T PRIVATE RC = I
f45 8.90 INV.=52600
10RAINAGE-�, 0 1,907. r4
-niE 131
4
9,1 C-523.99 533.37
C OF
INV.
3 132
OUT=520.05. 1W IN-529.40 40
CI INV. 0 JCB 4 3
- - - - - - - - - - - 530.44 INV.: 3 CS 4021
TO
U M 1W. IN=526.14 (CS 135)
EQ! 2 = d �' .4 STA., I INV. [N=526.14 (CB 133)
4 �33.43, ALLEY "0 402
�-1�74 1. ;. 1
2514F- +5-- LF P STA. 11T.31, SERENITY HI --- INV. OU[T--5Z6.U4 533.37
110 LF TV-
1.00% 1W OUT=529.54
-4.' 1 ..
D 22%
RO TC C 133 CS 44D3
Iz 0 (DI 134Y, T 5M.80
L 1401:53 Of 4141�
4V. 1 5 :2
INV. OUT-.5Z6.40 If
N 31 200
RCP
Vr Of 134
C
T/G=535.00
LF 15"',
03. Of 404
INV. OUT=530. 10
- - - - - - - - - C �1_35 IN 5333:33 (DI 407).
EXI FING TV=
1W
........... 4. 4- W18IN G i v E L AN� 33.39 INV. INZ5 3 33 B 405)
CB 136 _IW. OUT-53314C
-7542, 7' --------- 0 TE
INV. OUT-529.3
1 44DS
1 Dim d C
1+0 0 V CB 136- T C-540.38
P =536.92 13 (CS 406)
25 2
1 0 OOX
.00% 245� 0 T,,247.
-RC
T IN=532.96 (CS 137) INV. OUT_-!-b35.l 3
P
8 248 Cp__ INV. OUT=515z.ab
�E:6:757 � 2 11 Ilk Ce 406
LIF 15 RCP_111� 5
249 .. CS 137 T/�=54_0.38
IW
-541.15 OUT-536.38
INV. OUT-536.5
W
2 IN=536.65
77� IW
r r 4 138)
16, - Of 407
1.16% 540.86
VARIABL
Of 138 IN-534.72 (DI 408)
T/0-541.12
WHPVRNATE-� TO=
IMP.) MA 4 Irm
INV. OUT-534.52
1w, 39 50 R ZA
INV. IN=536.96 (DI 139)
RCP INV.- OUT-535.85
ND 541.00
Of 139 IN=535.85 Of 409)
+ - - I T
01 408
ImMfluTmH SID
5F 0 1.03%
541.77- INV. OUT=
OUT-537.67
01 409
T119= 535.V
2D-PRIVATE STORM DRAINAGE. EQ
OYP.) Ce 227 542.25
Jil- W=
is' RC 7-
T C-520141, 1W IN=536.30
05.46 (CB'229), INV. OUT=536.20
(011 410)
5 METER BU
(TYP -b16 (0 228) Of 410
L Jim. OUT=. 5'3 T/�=
01
FIR RMI DRAI
INV QjT,&
6 T FEL33 0 5 .8
20' RETANININT :7 Itc
Of 411
I . IN=517.78
CS 230)
TYP.) - W. OUT-517.66 535.75
77-
N 32.75
EAS (DESIGNED OTH
IW 17
(TYP.) W.1
0
T 532 (DI 412)
230 75
'1=524.24
30' CURS
38.15
I . IN=519.24 (CB, 231), T/0=5
T ( 01'412
4 INV. OUT-019.14
- 95 (DI 413)
-D1 40 S F`AqZf,�
OPEN,
INV. IN-534.
C INV. OUT=534.85)
(231
71 T
& IZ
ERJTYR4 -52424 01 413
T !=W.?
I L 49
IN-519.5! (CS .2S.
INV. OUT=519
L
+ 147
C ��232 OUT-
Of T 2B.,
IN-521.23, (Ce 234).
5 INV. IN=521.98 (CS 233)
N INV. OUT
-7
CR 233
(65 ;0=526.18
OUT=52213
234
C
63
23
T
IN-527.749 C 2.3
1W
1W
IDS 61'.
23
INV. OUT-525.89
le loe
or 235
C-531.94
T
INV. OUT=527.99
paw I
127 15*
t IT 77 PfloN. AQ
ZRTICAL 11kAA _A%j
154 RC
NOTE ALLYJ
SHOMM TO
BASED ON NGVD 88'DATUM
_j,
AM SM
OM DRAN
MERAL N93ES;
STORM DRAINAGE PIPES SHALL BE'
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS,, SHALL BE FIELD VERIFIM THE CONTRACTOR PRIOR TO. CONSTRUCTIO.
Up �F/15" 1ACP CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY
a A-2000 PVC FOR PRIVATE STORM LINES CONTAINED WITHIN PRIVATE A
ALL 57ORM DRAINAGE CONSTRUCTION FOR A-20DD PVC SHALL BE IN ACCORDANCE-WITH PIPE MANUFACTURERS PLAN OR GRADE CHANGES 'NO EXTRA COMPENSATION SHALL BE PAID TO, THE, CONTRACTOR FOR ANY -WORK. DONE DUE TO
LFIMSro CR I
DIMENSIONS OR GRADES
3. SPECIFICATION& PIPE �IOIN7S SHALL BE WATERTIGHT PER ASTM D3212. PIPE AND FITTINGS SHALL 13E INSTAILI-M AS -nON HAS NOT BEEN -GIVEN. aullEs WE:
2.30 ILLEYS
PER AAS14TO SE07ION 30 AND AASHM'SEC71ON 12. �4OWN INCORRECTLY ON THESE PLANS F SUCH Nommm EXIONO W
"N.F.V." MEANS 'NOT,FIELD VERIFIEEr AS TO.EXACT LOCATION AND/OR'ELEVATION. INFORMATION SHOWN IS BASED ON PREMOUS
RCP/CLASS III FOR STORM INSIDE PUBLIC RIGHTS-OF-WAY OR TYINGANTO STRUCTURE INSIDE OF PUBLJC 2. CONTRACTOR IS ADVISED THAT EXISTING
N DESIGN DRAWINGS WHICH HAVE BEEN RELEASED FOR CONSTRUCTION.
D PR
RAWAr.9- E4eff U11UTIES WITHIN PRIVATE UTIUTY
ALL STORM DRAINAGE CONS71RUCTION FOR MASS III PVC SHALL BE IN ACCORDANCE W7H N.C.D.O.T. STANDARDS.
-A CH LF_ EASEMENTS ARE NOT FIELD VERIFIED.
ALL CONCREFE SHALL MEET A MINIMUM 3000 PS COMPRESSIVE STRENGTH. 3. SEE SHEET. D-I FOR PROPOSED ROAD CROSS SECTION DETAILS AND PAVEMENTS EDU.
TRACTOR SMALL USE EXTREME
CON
cAu-nON1 DURING CONSTRUCTION 'rRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WAUL TIED INSIDE 2V PRIVATE EASEMENTS.: ALL- OTHER STREETS WITHIN PHASE 6 NORTH -ARE, INSIDE '4V PUBLIC
03. -ALL PIPE IN STORM DRAIN 4. ALLEYS ARIE LOCA
r4 -OF-WAY- PRIVATE UTIUTY EASEMENTS, AND IS
RIGHTS-OF-WAY. EACH BIFURCATED PORTION OF. BRIAR CHAPEL PARKWAY IS WITHIN A 41' PUBLIC RIG14T
4. THE INTERIOR SURFACES OF:ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN
N, -0
152 LF 15, 1 37 ACCEPTABLE STANDARD. USING MORTAR MIXED TO MANUFACTUREWS SPECIFICATIONS. 'EFER To. RESPONSIBLE FOR ANY DAMAGE 11
5. EXISTING INFRASTRUCTURE AS SHOWN IS CURRENTLY, UNDER CONSTRUCTION AND SHALL BE FIELD VERIFIED BY CONTRACTOR. NG LITUTIES,
-JOHN R. MeADAMS COMPANY. INC.' CONSTRUCTION PLANS, AND ALL­ SUBSEQUENT CONSTRUCTION BULLETINS.FOR EXISTI
L� 2 THE FOLLOWING
/'5 ALL BACKFILL S14ALL BE N014-PLAS71C IN NATURE, FREE-FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION
4 MATERIAL OR OTHER OBJFC71ONABLE MATERIAL SAID MATERIAL SHALL BE CAPABILE OF BEING COMPACTED BY INFORMATION ON EXISTING INFRASTRUCTURE.
MECHANCAL MEANS AND SHALL HAVE NO TENDENCY70 FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING,
-7-' 5 LFAar RCP BLOWS CR PROOF ROLLING. BRIAR. CHAPEL - RECLAMATION FACIUTY EROSION CONTROL PLAN SEALED JULY; 29, 2006.
- PHASE 1 CONSTRUCTION PLANS SEALED OCTOBER 211s 2005-,
BRIAR CHAPEL
1b 6. _M
t ATERIALS DEEMED BY THE OYMER'S REPRESENTAIVE AS UNSUITABL
E MR BACKFILL PURPOSES SHAU� BE REMOVED AND BRIAR CHAPEL WEST EXTENSION GRADING PLAN (INTERIM) SEALED MARCH. 1, 2007.
REPLACED WITH SUITABLE MATERIAL
E P BRIAR CHAPEL PHASE 4 CONSTRUC71ON PLANS SEALED JANUARY 15, 2OD7.
BRIAR CHAPEL, PHASE 3 CONSTRUCTION PLANS'SEALED DECEMBER 4..2006.
0!5 7. BACKFILLING, OF. TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. HE FILL AROUND TH IPE
THOROUGHLY COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY TAIN TH E STANDARD PROCTOR BRIAR CHAPEL WATER QUALITY POND 4 CONSTRUC71ON PLANS SEALED AUGUST 18, 2006.
SHALL W 013 ABLE W! TH
INCHES SHALL BE COMPACTED TO 10D PERCENT STANDARD PROCTOR ON CONSTRUCTION- PLANS DATED- APRIL 3 - 2006.,
TEST. iHE TOP EIGHT (8).
BRIAR CHAPEL PHASE 4-POD D CONSTRUCTION PLANS SEALED SEPTEMBER: 17
UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN.
01 BRIAR CHAPEL PHASE 3 & 4 . EROSICN CONTROL PLANS SEALED'JULY 26,. 2007-
% BRIAR- CHAPEL PHASE 5 NORTH. UNAPPROVED CONSTRUCTION PLANS " SEALED APRIL 11 2008,
PLACED..
VARIABLE�Fat- DEW�
9. STORM DRAIN
I AGE WITHIN PRIVATE EASEMENTS 70,81E OWNED, OPERATED, ANOMAINTAINED BY HOME OWNERS ASSOCIATION EIRIAR HAPEL GREAT RIDGE PARKWAY NORTH EXTEXSION PLANS SEALED *JANLIARY 31. 2008-'
po
(11 B H BRIAR CHAPFI PHASE 3. PHASE 4.AND'GREAT RIDGE PARKWAY. NORTH GUARDRAIL PLANS.SEALED ULY 31. 2008-
0 ;0e
THEREOF.
OR AGM
DUKE ENERGY EASEMENT EROSION CONTROL PLAN SEALED* AUGUST 20, 2007.
BRIAR CHAPEL
2W i; -grqR MINAG&_
10. LENGTHS SHOWN FOR STORM PIPES ARE MEASURED FROM CENTERS OF STORM STRUCTURES AND TO ENDS OF FLARED END, BRIAR CHAPEL DUKE ENERGY.EASEMENT HAUL ROAD11ROSION CONTROL PLAN SEALED OCTOBER il, 2007
03WW (Tr-y SECION,& SLOPES CALCULATED AREA BASED ON THIS LENGTH.
4
Ile ?P,9 e
6. PRIVATE ALLEYS INTERSECT PRIVATE/PUBUC STREETS V411H N.C.D.O.T. STANDARD DRIVEWAY RAMPS.,
r
7- STREAM AND WETLAND LOCATIONS ARE BASED ON DEIJNEA71ONS, PROVIDED BY SOIL AND ENVIRONMENTAL- CONSULTANTS (110.10,11AVEN
TION DRAWNGS LIES WITHIN OBSCURED AREAS AND HAS BEEN
SOME EXISTING 70POGRAPHY AS SHOWN IN THESE CONSTRUC
IDENTIFIED WITHIN THESE CONSTRUCTION DRAWINGS AS INDEFINITE AERIAL MAPPING INFORMATION AERIAL MAP. WAS
RIDGE ROAD, RALFJGH. NORTH CAROLINA. 27614, PHONE-' 919-846-5900. CONTACT' NIKKI THOMSON).
PRODUCED BY PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY IN ACCORDANCE WTH. NATIONAL MAP. ACCURACY
STANDARDS AS PUBLISHED 13Y THE USGS. PLANIMETRIC AND. TOPOGRAPHIC FEATURES THAT LIE IN AREAS DELINEATED AS
ALL SITE CONSTRUC71ON SHALL CONFORM TO CURRENT NORTH CAROLINA* ACCESSIBILITY CODF_
*OBSCUFC MAY NOT ADHSE,TO NATIONAL MAP ACCURACY STMDARDS. NINETY-FIVE (05) PERCENT OF, ALL CON Mums
ON CLEAR UNOBSCURED GROUND WILL BE, CORRECT TO WITHIN ONE-HAiF (1/2) OF. 714E CONTOUR INTERVAL THE
ADWAY SIONS AS SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB, ALL PROPOSEDLLEY
9. ALL PROPOSED RID DIMEN
REMAINING FIVE (5). PERCENT WILL NOT EXCEED ERROR OF MORE THAN T04E CONTOUR INTERVAL DASHED-LINE CONTOUMP
L
DIMEN IONS AS SHOWN ARE MEASURED FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT,� UNLESS N070 07HERMSE.
SHALL HAW AN ACCURACY WITH RESPECT TO TRUE ELEVATION OF ONE CONTOUR INTERVAL OR ONE-FOURTH (1/4) THE.
AVERAGE HEIGHT OF- THE GPOUND'COVER, WHICHEVER IS GREATER. NINETY (90) PERCENT OF ALL SPOT ELEVATIONS ON
10. 'TEMPORARY VER71CAL: BENCHMARKS (TBM) AS SHOWN ARE TIED TO NGVD 29.' BENCHMARKS WERE INSTALLED SYTHE
�j f CLEAR. UNOBSCURED GROUND WILL BE CORRECT TO WITHIN TWENTY-FIVE (25) PERCENT OF THE SPECIFIED CONTOUR
_T
fig
ALI
71
_VERIFY).
THAT CONTOUR INTERVAL NINETY-FIVE
A E EQUALnY. INTERVAL, AND, NONE WILL BE IN ERROR BY MORE THAN FIFTY (50) PERCENT OF JOHN R. MCADAMS COMPANY PRIOR TO CONSTRUCTION.Adt[VITIES (FIELD..
LT�.j 10+30.04, TOBACCO FARM WXY (95) PERCENT OF ALL VISIBLE PLANIMETRIC FEA1URES SHALL BE WTHIN ONE-FORTIETH-(1/40) OF AN INCH, AT MAP
-1Aj 19+14.24. BRIAR CHAPEL'AARKWAY. NORTH LANE SCALE, OF THEIR CORRECT COORDINAIE POSITION& NO SUCH WELL DEFINED FEATLM SHALL BE IN ERROR BY MORE THAN 11. RESIDENTIAL LOTS THAT BORDER PRIVATE ALLbS SHALL HAVE DRIVEWAY ACCESS OFF OF THE ALLEYS.
I ONE-TWINTIETH (1/20) OF AN INCH.
-OF-WAY, CONTA,�T
12. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY N.C.D.O.T. STREET OR HIGHWAY RIGHT
FFICE AND OBTAIN ALL PERMITS AND ENCROACHMENM -KEEP COPIES: ON CONSTRUC71ON SITE. ALSO CV TACT
GRAPHIC SCALE
N.'C.D.O.T. DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER, AT 336
0 50 0 25 -50 100
11Y
1, '1 gal,
------------ ---
LLuWutL.&1m_ rig=
"AE:" AS SHOWN. ON FEMA F.I.R.M MAP 37irA77500J
A PORTION OF THIS PROPERTY. IS LOCATED IN SPECIAL FLOOD HAZARD AREA 1 inch 50 it.
AND 3710976500J WITH AN EFFECTIVE DATE: OF FEBRUARY 2,,2007.,THE'CONDMONAL LETTER OF MAP REVISION WAS APPROVED ON
SEPTEMBER 61- 2007 FOR POKESERRY CREEK, CASE 'r4-3196R.
UMITS OF DISTURBANCE 14.99' FINAL DRAWI G OT RELEASED-FOR CO STRUCTION,
z
r
1<

CE) 105 Ce lie 14W 200 CO 205 DI 210 CEI 21 CQ 220 CB 225 FES 300 DI 305
HW 100 D! I H) E-
I 2i 1) INV.=02. T/0=514.50 6mal
INV.z=472.00 T/C=494.62, T/G�61 7.50 T/C-499.10 IW.=472_0D. T/C=499.45 T/G=503.00 T/C=&D3 96 T/C=498.94 T/C-511.76 00
IRV. IN-490.42 (CB 108) ffw. IN=513.60 ol 111) IW. OU71-495.15 IIi OUT-495.50 IW. IN-=499.55 (D INV. [Nt=900.01 (CB 216) IW. [N=493.99 (CB 222) INV. IN=506.81 (CS 227) INV. IN�5111.30 (DI 306) z
INV. OUT-490.32 INV. OUT-513.50
is' 101 INV. OUT-499.451 INV. OLM-499.91 11411. [N=494.74 (CB 221) INV. IN-507.56 (CEI 226). INV.. OF=511.20
C DI 301
119, DI 201 - C 206 INV. OUT-493.39 INV. OUT-506.61 w
CQ 114 N504.60 T/G-483.35 0-499.01 DI 211 CB 21 E. T/G=499.00
IM=481.25
It C 10 G=505.25 CB 221 226 INV. IN=493.45 (DI 302)
IV. IN=475.60- 102� T
IZCC-4694.62' T/C-497.99 1W. IN=499.105 201� INV. IN-478,00 (CB 202) IW. IN=492.41 (CEI 207) T/ C
W. I . INV. -OUT-492.31 INV.. IN-501.80 (DI 212) INV. OUT-502.23 T/C-498.94 U
INY., OUT=475.60 I . OIJT-490.67 - INV. IN=492.31 (CE1 115) 1 IN-500.4 JCCBB 12 INV. OUT-474.40 =511.76 1W. OUT=488.4-5 au-
T C
INV. OUT=499.5 INV. OUT=501.80
IW. OUr-4911.01 1 2 -494.99 INV- 6UTI-519.95 pq
C 102 DI " 107 C 202 07 Ce 217' (D13L BOX) INV' OUT OUR=507.81 DI 302
T C �=497.27 io T C �=499.01 DI 212 -f/C=4316.37
IL.-497.08. T/G-495.00 115 TZ, C CB 227
TZ�20 CO 222 T/G=501.25
INV. IN=498.30 (DI 303) E-4 Z
C ZIP
INV. IN=490.87 (CB. 219�
I . IN-478.93 (CEI 103) INV. IN-491 10 il 108)- -T C-499 11 1 . IN-482.07 (CB,, IN=493.26 (CE1 208) T/0=515.25 T/C=503.88 - T/C=520.41
(10 . _7�: 1 1 0 W. - our-492.66 . 1 2 B 2 DISTURBANCE 14.48 _AC. C)
INV. - OLrr-478.8;Y INV. OUT-W0700 INV. IN=463.31 (CB 119) 1 01.111=500.65 IW. OUT=481.97 INV. IN=510.80 (DI 14) INV. IN-492.17 (CEI 218 JNV. IN-498.93 (C 2,01 INV. IN-515.46 (CEI 229) IW., OUT-49B.W
IW. IN=494.06 W. IN-508.30 (DI 213) INV. OUIT=490,27 INV. IN=499.68 (CB 22ij IW. IN=516.21 (CI3 228)
CS 103 - DI 108 (C9 1116). Ce 121 Ce 203 Cs 208. INV. OUT=505.95 INV. OUT-495.63 INV. OUT=515.36 DI 303
INV. .0UT-492.71 T/�=497.27 - T/C=501.53 - C Z'
T/C-497.08 T __501.00 T/C=514.35. 'G=50-3.75 tV
14 - T -37 INV. En
-486.78 JCB. 114) -497.10 INV. IN=509.55 (CB 122) INV ]N=489 42 2CI IN=497.58 JCEI 2113), DI 213 C AS6. CB 223 C 228 IN-500.80 -(Of 304)
C2 N=491:32 CS 276) IR, IN=4 19 T/G-51,3.00 IW. OLT-492.42
_y
INV., IN IN DI 109) j !l S (DEIL BOX) T C
INV. IN=487.78 CEI 104) INVI. OUT=496.00 T C-499.11 INV. OUT-509.45 1w. I ��C DI 2C T/C=503.88 IZ,'=520.41 INV. OU717=500.70 SEE PLAN: PROFILE SHEETS FOR DETAILED UTILITY AND
INIV. OUr-479.1 8 - I . IN 7) 1W. IN-492.57 CS 204 - - IW. OUT- IW. OUT=509.55' INV. OUT=499.93 I . OUT=516.46 i. I L 1. . I - 0 1'
w -494.41 (CEI 1 l 22 INV. OUT-48Z32 C0 21 IS' TION N-THIN PUBLIC ROADS AND 0
DI , 109 INV. OUT-494.31 ce I DI 304 i STORM DRAINAGE INFORMA
1041, T/G=507.75 DI 209 DI 214 T t
I Wl� --144, 74 1912 CEI 224 C18 1�qg T/G-506.25
2) 00 PRIVATE AU EYS.
(DI 110) 117 IRV., IN=518.05 (u3 1:5 4 f/G=500 1.72 (CB 220) T/C=507.24 INV. IN-503.05 DI 305) Iieo pA 04 9'
-496.43* 23) c �99.45 INV. Ills (DI. 21 1W. OUr=514.30 INV. OUT,=491.62
IRV, IN-503.85 C G=517.75
[N=488.51 (01 107 INV. OUT=503.75 N. T c!o
T ­499.10 lh 114=51.3.68 (OB 1 1-496.55 IW. IN=502.44 (CEI 225) �1'4�4 IN=517.781' (C-9. 230, INV. OUT=502.95
0)
T CL
INV. IN-ag.26 21 15 IN-494.96 (CB 118) 1w, Our-513-% I . IN-495.25 (CEI 20 INV. OUT-496.20 - - IW. OUT-502,34 INV. OUT=517.68
I OUT=488.4f INV. OUT=495.15
W. INV. OU`T-494.110
V,
_'A. ROeERTY. U E
T
4
-7
I�RZOI
x7l
it IN \it V _j
LLI fill
co
z
. I I - - - . . - - I / I - - - - - - I - , I . I I - LEAL Nolm�
y 1., ALL DIMENSIONS AND GRADES SHOWN ON-THE-PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. P.,
cq to
lilt I/ pa ul:k
CONTRACTOR NECESSARY
'SHALL NOTIFY THE OWNER IF'ANY. DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NCDOTCLASS 'B' Rffl TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
PLAN OR GRADE CHANGES. NO EXTRA.COMPENSATION SMALL BEAID
A -tel-THICK'-
gvt:xl O..BIWX RIIABLE 01 DIMENSIONS OR -GRADES SOWN INCORRECTLY ON THESE PLANS IF SUCH N071FICAIION HAS NOT, BEEN GIVEN.
VA �H '�A
S�ORM
M
j -4,74-
AsEmENr (TYP.4 --MNAGE M D
AND/OR ELEVATION. INFORMATION SHO IS BASED
-470 2- 'N.F-V MEANS 'NOT FIELD, VERIFIED' AS TO EXACT LOCATION ON PREVIOUS
WN
DESIGN DRAWINGS; WHICH HAVE z
BEEN RELEASED: FOR'CONSTRUCT1N.
PAVEMENT SCHEDULE.
3. SEE
sHbEr. D-i FOR -PROPOSED ROAD CROSS'SECTION DETAILS K
z
V/1 4. ALLEYS -ARE LOCATED INSIDE 20' PRIVATE EASEMENTS� ALL OTHER STREETS WITHIN PHASE 8,NORTH ARE INSIDE-40' PUBLIC
-48 RIGHTS-OF-WAY.' EACH BIFURCATED PORTION-.OF BRIAR CHAPEL PARKWAY IS WITHIN A 41' PUSUC RIGHT-OF-WAY.
ti TRA AR
�5. EXIS71NG INFRASTRUCTURE AS SHOWN, IS CURRENTLY UNDER CONSTRUCTION AND SHALL B FIELD VERIFIED BY CON CTOR. REFER TO
NdL RIRRAP Annyl I/ III/ % c- .., -
THE FOLLOWING JOHN R." McADAMS COMPANY, INC. CONSTRUCION, PLANS, AND ALL SUBSEQUENT CONSTRUCTION'SULLETINS FOR
0 U-tv 3-'1 Ttvcp
9L _.Vwx� INFORMATION ON EXISTING INFRASTRUCTURE
ly
01
Lu!
2005.
29, E
BRIAR, CAAPEL RECLAMATION FACILITY EROSION CON ROL PLAN SEALED JULY
BRIAR'CHAPEL PHASE 1 CONSTRUCTION PLANS SEALED OCTOBER 21, 2005.
--GPEN-SPAc-E--_ 22630
JA BPJAR WEST EXTENSION GRADING, PLAN (INTERIM) SEALED MARCH 1, 2007.
yl / i CHAPEL
-NeDur Es R V1, V // /I I �. I 1 11 -11 VL;
4- CONSTRUCTION PLANS SEALED JANUARY 15, 2007.
77 BRIAR CHAPEL PHASE 3 CONSTRUCTION PLANS SEALED. DECEMBER 4. 20D6.
6 -low PERIMETER-BU
BRIAR CHAPEL - WATER QUALI TTI PS SEALED AUGUST 16, 2006.;
BRIAR C14APEL - PUMP STATION- CONSTRUCTION PLANS DATED APRIL 3. 2006.
BRIAR CHAPEL PHASE 4-POD D CONSTRUC71ON PLANS SEALED. SEPTEMBER 17 2007. 11 fill
49L
2 -r PRIMATEj NAGE 2,
r p7FR
e� BRJAIR CHAPFI PHASE 3. & * 4 EROSION CONTROL PLANS SEALED JULY 26, 2007.
498- -CONSTRUCTION- PLANS SEALED APRIL 11, 2008.
BRIAR CHAPEL - PHASE 5 NORTH UNAPPROVED
BRIAR CHAPEL - GREAT RIDGE PARKWAY NORTH aMSION PLANS,SEALED JANUARY 31, 2008.
T LANS SEA LY 31, 2 S.
-And, y BRIAR CHAPBL LED JU 00
CHAPEL - DUKE ENERGY EASEMENT EROSION CONTROL PLAN SEALED AUGUST 20, 2007.
BRIAR CHAPEL - DUKE ENERGY EASEMENT HAUL ROAD EROSION CONTROL PLAN SEALED OCTOBER ll.'2007
Lr P IV BRIAR,
A
6. PRIVATE ALLEYS INTERSECT PRIVATE/PUBUC STREETS WITH N.C.D.O.T. rANDARD DRIVEWAY RAMPS.!
api 1.)
STREAM AND WETLAND -LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS (11010 RA N
LL VE
ROAD"L
.4 RIDGE RALEIGH, NORTH CAROLINA 27614. PHONE.: [phone]. CONTACT. NIKKI THOMSON)
14 1. e. ALL, SITE'. coNsTRuc-noN SHALL CONFORM TO CURRENT NORTH CAROLINA ACCESSIBILITY CODE.
ALL, PROPOSED ROADWAY DIMENSIONS AS- SHOWN ARE - MEASURED :FROM BACK OF CURB TO, BACK OF CURB, ALL PROPOSED ALLEY
10,
DIMENSIONS AS SHOWN, ARE MEASURED FROM EDGE OF -PAVEMENT TO EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE�
fol
It10., TEMPORARY- VERTICAL BENCHMARKS TBM)'AS SHOWN ARE TIED-TO NGVD .29. TEMPORARY BENCHMARKS WERE INSTALLED bY-THE
TIONACTIVITIES (FIELDAERIM.
JOHN P. MCADAMS COMPANY PRIOR TO CONSTRUC
Z
'w'rb6f 6L*\�pt rac 11 RESIDENTIAL LOTS THAT BORDER PRIVATE ALLEYS $HALL HAVE D, I AY ACCESS OFF OF THE ALLEYS,
R VEW
aso
92 ILF 115
0 +93%
1 1Z BEFORE STARIING'ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY-CONTACT
N.0 D.O.T. DISTRICT OFFICE AND OBTAIN ALL PERMITS AND ENCROACHMENTS. KEEP COPIES ON CONSTRUCTION SITE. ALSO, CONTACT
N.C.D.O.T. DISTRICT OFFICE:- 24 HOURS IN ADVANCEBEFORE PLACNG CURB AND GUTTER AT 336-629-�-1423.
it03 T04
06J
. ........ 61, A, PORTION OF'THIS PROPERTY IS LOCATED IN AZMD"AREA *AE* AS SHOWN ON FEMA F.I.R.M MAP # 37109775
A 371097650DJ. WITH. AN EFFIECIVE DATE OF FEBRUARY Z 20M. THE CONDITIONAL LETTER OF MAP REVISION WAS APPROVED ON ko
ND
SEPTEMBER6. 2007 FORL POKEBERRY CREEK.- CASE "7*4-3196R.
ro
-4
STORM DRAINAGE PIPES SMALL BF_
RCP A-2000 PVC FOR PRIVATE STORM LINES CONTAINED VoTli PRIVATE ALLEYS..
ALL STORM DRAINAGE CONS7RUCTION FOR A-2000 PVC S14ALL BE IN
2%
\0 -SPACE lip ACCORDANCE WITH PIPE MANUFACTURERS 5-10FICAMONS. PIPE oNTS
ER SHALL BE WATERTIGHT PER AS7U D321Z 131PE AM FITTINGS SHALL BE INSTALLED
AS PER AASHM SECMON L 30 AND AASHM SECTION 12.
BACV0 JAK*-WAT\ RCP/CLASS III FOR, STORM INSIDE PUBLIC RIGHTS-OF-WAY OR TANG INTO
25 LF Ww
STRUCTURE INSIDE OF PUBLIC*
ALL STORM DRAINAGE CORMU07ION FOR CLASS 91 PVC SHAIJ. BE IN
IF -36NM ACCORDANCE "I" N'QD'O.T. STANDARDS.
0- 2;0= 9z,
7,
MEET A MINI M
MU 3000 PSI COMPRESSIVE STRENGTH
z
Z ALL CONCRETE SHAL L
3. ALL PIPE- IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL
.'THE INTERIOIR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED
UP AND SM001HED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
WIDTH
MANUFACTURER% SPEOFICATIONS
4,
SIDEWU,
V'BEHIND 19 DOTS VE T TION
)GF,_OF a ALL BACKFILL SMALL BE NON-PLASTIC IN NATURF, FREE FROM:R GE A rA
yp.)
VARWaLE-WIDTbI, a MATTER, WASTE coNSTRUcnoN MATERIAL OR OTHER OBJECTIONABLE MATERIAL,
SAID MATERIAL SHALL BE CAPABLE OF BEING CWAM'Sy MECHANICAL ME
(T ANS
AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER
z
VTt -'IV
UNDER -THE TAMPING BLOM OR PROOF ROLLING.
/F 6. MATERIALS DEEMED BY THE OWNERS REPRESENTATIVE AS UNSUITABLE MR
C� ARM W�y
13M.Arli PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE
47.93i TOM
5+68ZO, SER
HILL MATERIAL
524 BACKFILIUNG OF TRENCHES S14ALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS
oF THE womium DRY DENSITY ciuNARE WITH THE STANDARD. PROCTOR TEST.
RC 1AD. � THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO gn
21
THE TOP EIGHT, (8) INCHES SHALL BE COMPACTO M Too PERCENT STANDARD
\24 tF 15" R
& UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN.UNBACKFILLED
B 'TRENCHES AFTER PIPE HAS BEN PLACED.
STORM WATER MANAGEMENT POND CONSTRUCTION 15 PRESENTED IN SHEETS SW-I.
SW-3; SW­4 AND SW`-LS OF THIS PLAN SET. REFER 70 THOSE PLANS FOR
If -SW
121 51*1'R 10-' ALL FLARED END SECTIONS DISCHARGING INTO WATER QUALITY PONDS WILL HA A cq
VE
DETAILED CONSTRUCTION INFORMATION.
CONCRETE PAD POURED UNDERNEATH THE FLARED END SECTION IN ACCORDANCE
'ATH DETAIL' SHMT D-5 (STDRM DRAINACZ).
50 0 30* CURB
11. STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OWNED. I OPERATED, AND
MAINTAINED BY HOME OWNERS - ASSOCIATION OR AGENT THEREOF.
AM
12- LENMS SHOWN FOR STORM POPES ARE MEASURED FROM CENTERS OF STORM
SIRUCTURES AND TO ENDS OF FLARED END SECTIONS. SLOPES CALCULATED AREA
FAM BASED ON THIS UENGIK
vy
/IPUBIW 120' D NAGE 00-ILF, 1
SOME EXISTING TOPOGRAPHY AS SHOWN IN THESE CONSTRUCTION DRAVANGS
AT14IN OBSCURED+ AREAS AND HAS BEEN IDEN71FIED VATION THESE CONSTRu"ON
(DRAWINGS AS INDEFINITE AERIAL MAPPING INFORMATION. AERIAL MAP WAS + BY PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY IN
ACCORDANCE NTH NATIONAL MAP ACCURACY STANDARDS AS PUBUSM.BY THE.
1JSGS. PLANIMETRIC AND TOPOGRAPHIC FEATURES T14AT UE IN AREAS DELINEATED
ut 0
AS *OBSCURr MAY NOT ADHERE 11) NATIONAL MAP ACCURACY STANDA.RDs.
0,�
10 PEFWETER sli MINETY-FIVE (95) PERCENT OF ALL CONTOURS ON CLEAR UNOBSCURM CROUN
ALL BE CORRECT TO "THIN ONE-HALF (t/2) OF THE CONTOOR INTERVAL THE
REMAINING FIVE (5) PERCENT %IML NOT EXCEED ERROR OF MORE THM-ii
�7 ONTOUR INTERVAL DASHED-UNE CONTOURS SHALL HAWE AN AC ACY TH
CUR V4
40PECT TO TRUE ELEVATION OF ONE. CONTOUR 94TERVAL OR ONE-FOURTH (1/4)
7HE AVERAGE HEIGHT OF THE GROUND COVER, WHICHEVER IS GREATER. NINETY
�00) PERCENT OF ALL SPOT ELEMATIONS ON CLEAR UNOBSCURED GROUND WILL BE
CORRECT TO WITHIN TWENTY-FIVE (25) PERCENT OF, THE SPECIRM CONTOUR
LF RCP
INTERVAL, AND NONE WILL BE IN ERROR BY MORE THAN FIFTY (50) PERCENT,OF
a.
fill/
7HAT CONTOUR INTERVAL NINEW-FIVE (95) PERCENT OF ALL VISIBLE PLANIMEMC lu&4
"OF THOR CORRECT COORDINATE POSITIONS NO SUCH WELL DEFINED FEATURES
ATURES SHALL. BE. WirrIN ONE-FORTIETH 0 /40) OF AN INCH. AT MAP SCALE,
502 P-4
C4
&L'BE IN, ERROR.BY MORE THAN ONE-TWEN711ETH (1/29) OF AN INCH.
SECT,io�
M it a I I o�t I I I I M I I w I 10 11 w
SECTION,
Fri. f
4LT�' --q-
_P­
R
�j
-OR �-
7f i 'oe-4" ­m
-Ift,21
_�F
F, 18-
5061
.522_
.36a CU14
GUTTER (TYP
If
4 10 `Y-[�
2
tQ �j
7 17
gA L
q,
rh
If
+ 341
j-
36
SCAM
� Ny p5lz
."? - 5
f: 509
b.-M 1 N,
_7
DATE: -08-2012
GRAPHIC SCALEL 06
FTI�
A
K7
SKM
A 50 0 25 50 100
14
U4
RZ
N
I inc .5 f
h 0
< t
_71A I i i�,!! I V
V ---� -t:r
4
t
z _145
MCADAMS
NOT, RELEASED FOR CONSTRUCTION-
FINAL DRAWING
x

i71 �%Ar rR VA N P
//���a T T r SEQUENCE ��►�r � \
_ \ \ ENDWALL PER CDOT C�7. 838.0 \\ \
10. INSTALL RISER / BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. T-1E DRAIN \ \ \ _ \ RIPR VEL CITY�iSSiPATO�F2
1. THERE ARE EXISTING WETLAND / STREAM BUFFER AREAS ON -SITE. UNDER NC CIRCUMSTANCES i / EE DETAIL SPIT SW \ , ,
MITE VALVE LOCATED WITHIN THE RISER BOX SHALL BE KEPT OPEN UN11L AN AS -BUILT WET ,,P ACCESS)'MAINTENANCE2 \ / _ _ NCDOT �C�ASS 1\ RIPRAP
SHALL THERE BE ANY DISTURBANCE BEYOND THE APPROVED CLEARING LIMITS' DURING CERTIFICATION HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPO!aND HAS _ 1 EASEMENT \ INV. (30 0 0 RING CP \462.00 20'L 23' X 22 THICK
CONSTRUCTION. THE CONTRACTOR SHALL MONITOR THESE AREAS TO ENSURE SEDIMENT LADEN BEEN ISSUED BY ALL APPLICABLE AGENCIES. 10&- PER METER BUFFER \\ \ \ \ "
RUNOFF FROM DISTURBED AREAS ON -SITE DOES NOT DISCHARGE INTO THESE AREAS. ./FROM SITE-PROPERTY LINE \ \ %�3 LF 30 " SS IiI, O -RING RCP � D50 10 TYP \ \ SEE DE IL %HEET SI -4 11. INSTALL SPILLWAY FILTER PER DIRECTION OF THE ON -SITE GEOTECHNICAL ENGINEER -AND THE - ( \ \ \ 2� ON A ONCRE ADC' \ ( ) RAL
2. PRIOR TO CONSTRUCTION, THE ON -SITE GEOTECHNICAL ENGINEER SHALL VER<=Y THE SUITABILITY OF DETAILS SHOWN ON SHEET SW -4. / _E THE PROPOSED BORROW AREA /FILL FOR USE IN THE DAM EMBANKMENT /KEY 'TRENCH. iNTS WRAP ED-IN -G \ 30 td RCP \
12. CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED "BERM SOIL & \ \ \ /FA \��j""'� °""--- SPILL AY FILTE
3. THE ON -SITE GEOTECHNICAL ENGINEER SHALL INSPECT 'THE BARREL PIPE SUBGRADE AND DAM KEY .,,; ARTHE , FOREBAY BERM (TO BE CQMPACTEIL - \ C qSS \ �(
COMPACTION SPECIFICATIONS AND REQUIREMENTS OF THE ON -SITE GEOTECHNICAL E[ �GINEER. SEE DETAIL
TRENCH EXCAVATION PRIOR TO PLACEMENT OF ANY BACKFILL WITHIN THESE AREAS. IF THE TO THE SAME SPECIFIL`ATiON-S -- AS AS -THEM -
ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEET THE STANDARDS SET \ 47© (
CONTRACTOR CONSTRUCTS AND COVERS UP THE BARREL. PIPE / DAM KEY TENCH PRIOR PTO EMB NKMEN. PLEASE REFER TO ITEM 3 \ 47 g I `SHEET 7-4)
FORTH IN "BERM AND SOIL COMPACTION SPECIFICATIONS ", INCLUDING COMPACTION AN'.D „ / 10 F Q�Al1C SHELF \ \ . '`� \ 6�
INSPECTION, THEN THESE AREAS SHALL BE UNCOVERED AND TESTED AT THE CONTRACTORS MOISTURE REQUIREMENTS. IF NECESSARY TO ACHIEVE PROPER COMPACTION, THE --,._UNDER BERM AND SOIL COMPACTION FROM EL. 391.50 TO
EXPENSE. EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BAOK, TO SPECIFI5TIONS FOR ADDITIONAL INFORMATION. EL 372.50 SLOPED ''` a • 3 \
R 1H PERMANENT PLANTING PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN AT 10:1 (H: V) \ 474
4. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR E E _ STRUCTURES SHALL BE CONDUCTED IN .4 -INCH LOOSE LIFTS AND BE TO THE SAME 475
PLAN /SCHEDULE. PLEASE NOTE THAT NO TREES /SHRUBS OF ANY TYPE MAY BE PLANTED ON THE COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION
PROPOSED DAM EMBANKMENT (FILL AREAS). AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON -SITE / 477
GEOTECHNICAL ENGINEER AND AS LISTED IN "BERM AND SOIL COMPACTION SPECIFICA'71ONS ". \ \ TOP F DAM = EL. 477.00 \ I
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE WATER QUALITY POND AWAY BE USED AS A l
` `�78 R'�' \ � (10�T WIDE MINIMUM) \
SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. IF.SO, THE CONTRACTOR SHALL FOLLOW THE 13. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT J \ III GENERAL CONTRUCTION SEQUENCE BELOW. PER THE APPROVED SEEDING SCHEDULE. / 476 476
�, _, �-_ 4Z� .. 475
5.1: THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, 14. SCHEDULE A FINAL AS- BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER,. AN � 474
DAM, ETC.) WiTH THE EXCEPTION OF THE INTERIOR FOREBAY BERMS. THE INTERIOR FOREBAY AS -BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM OF 60 DAYS BEFORE AN A;SBUILT o 474 \ t
BERMS WILL BE CONSTRUCTED ONCE THE EROSION CONTROL PHASE IS COMPLETE. CERTIFICATION (OR CERTIFICATE OF OCCUPANCY) IS NEEDED. ANY COMMENTS OR o� 473 4-737
" DEFICIENCIES IN THE DAM CONSTRUCTION MUST BE CORRECTED TO THE SATISFACTI0 ,': OF THE --7-4 72.5 472.5 .�
5.2. THE TEMPORARY DRAWDOWN RISER SHALL BE CONNECTED TO THE PERMANENT 8"0 DIP DRAIN ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROOVAL ^� / •. \ '-
PIPE. FROM THE ENGINEER AND CHATHAM COUNTY, CLOSE THE 8 "0 BOTTOM DRAIN VALVE I N THE � � ®` n _ �` � 472.OSE �� •- 472.00_a --NWSE 471.5
RISER BOX AND BEGIN IMPOUNDING WATER. �` 471.5 , "�- \ 0 462
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR
APPROVES THE REMOVAL, OF THE SEDIMENT. BASIN, THE CONTRACTOR SHALL REMOVE THE M ` \ 1
TEMPORARY DRAWDOWN RISER AND CLEAN -OUT THE BASIN. ALL SEDIMEN,, TRASH, ETC. SHALL �Q N SP�i °TI S d n N rFOIEB, BE DISPOSED OF PROP ERLY (I.E. - PLACED IN A LANDFILL) AND NOT STOCKPILED IN AN AREA tr ►� rr ^ � WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED. 1. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM �• v- d � BORROW AREAS APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. THE FILL MATERIAL c ^ 465 = 1- S CLEANED OUT AND ALL EROSION CONTROL DEVICES ::REMOVED, THE SHALL BE FREE FROM ROOTS, STUMPS; WOOD, STONES GREATER THAN 6 ", AND FROZEN OR �t ca 4� Y BER � PR CAS RI R 5.4. ONCE THE BASIN I ` � SE 111J'L.ET CONTRACTOR SHALL CONSTRUCT THE INTERIOR FOREBAY BERMS SHOWN 04 THIS SHEET. OTHER OBJECTIONABLE MATERIAL. THE FOLLOWING SOIL TYPES ARE SUITABLE FOR US'�E AS t � DTH =_FT SHAPE = SQUARE FiLL WITHIN THE DAM EMBANKMENT AND KEY TRENCH: ML AND CL.. \ EVATION 471:50 INTERNAL DIMENSIONS = 5 -FT X 5
5.5. ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION \ o� CREST ELEV = 474.50
AND AN AS -BUILT SURVEY PRIOR TO INSTALLATION OF THE AQUATIC SHELF WETLAND PLANTS. IF 2. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT \ \� � � INV. IN (3-0 PVC SIPHON = 472.00 � l/
TS THE PROPOSED VEGETATION PRIOR TO AN AS- :BUILT SURVEY AND UNCOMPACTED EACH LIFT SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF 1 A A S \ sS� \ i` ►- O INV. OUT (30 "s� 0 -RING R�P _ 466.00
THE CONTRACTOR PLAN ( ( )
SUBSEQUENT APPROVAL),' ANY CHANGES TO. THE GRADING / RE- PLANTING OF PLANTS WILL BE EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE cu
AT THE CONTRACTOR'S EXPENSE. MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. 5 L � \ , F U `
FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE STRUCTURES SHALL BE P'L ACED IN A 1 V \ n ; \ CONTRACTOR __SHALL PROVIDE
VD �stj 4� d \_ ADDITIONAL FILL S NECESSAY TO
5.6. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT 4 -INCH (UNCOMPACTED) LIFTS AND HAND - COMPACTED TO THE SAME COMPACTION A, 2 �S f OBTAIN A MfNLU S VEER OF 12 ON
THE PROPOSED AQUATIC SHELF WETLAND PLANTS SHOWN ON THE LANDSCAPE PLAN FOR .THIS MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT.
FACILITY. AFTER COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A ) / / 4 ~° TOP OF THE 30 "�i R P AND SPILLWAY
T HAVE BEEN INSTALLED PER THE IN THE EMBANKMENT KEY TRENCH CONSTRUCTION SHALL BE ^ `' '�?y " \FiLTEf?
LETTER TO THE ENGINEER CERTIFYING THAT THE PLANS VE 3. ALL FILL SOILS USED / SF ' �� PWL \ - I
APPROVED. AQUATIC SHELF WETLAND PLANTING PLAN. COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY \ \ \ /'�
(ASTM -698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO A w \ CONTRACTOR BALL UNE�HE SLOP
6. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. IF THE EXiS11NG OiL LAYERS iN THE +3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED st �S \ \ `� \ ABOVE AND AROUND THE CONCRETE ~-� � \"o � �► ~J i� 'A \� � �.
PROPOSED WET POND (AFTER EXCAVATION) ARE NOT DETERMINED SUITABLE BY A LANDSCAPE BY THE ON -SITE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT i -1E \ srj�� \ \ \ ENDWALL AND WINU� ALIT. -.WtTI I NCDOT\
PROFESSIONAL FOR THE FUTURE WETLAND PLANTINGS, THE CONTRACTOR SHA; L OVEREXCAVATE THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED =.!SING A > > \� \ CLASS 'B' RIPRAP TO PREVENT �n -► �` ,
POND FROM THE NORMAL WATER SURFACE SHEEPSFOOT TYPE COMPACTOR. 1N ORDER TO PREVENT DAMAGE TO THE PIPE, NO 8 N , '�
INTERIOR PORTIONS OF THE PLANTING AREA OF THE WET 0 D ( � ` EROSION/SCOUR FROM OC UURING
ELEVATION TO THE BOTTOM) BY 18- INCHES. THE CONTRACTOR SHALL THEN BRING THE PLANTING COMPACTION EQUIPMENT SHALL CROSS ANY PIPE UNTIL MINIMUM COVER IS ESTABUS;7:'ED \ AROUND THE ENDWAi L /WINGWALLS. \
ALONG THE PIPE.
\ \�
AREA TO THE FINISHED GRADES USING THE TOPSOIL STOCKPILED ON
(AMENDED A5 DIRECTED
BY THE LANDSCAPE PROFESSIONAL). THE OVER EXCAVATION` WILL ALLOW FOR BETTER PLANTING 2 K c�
CONDITIONS FOR THE PROPOSED WETLAND PLANTS. 4. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH REPORTS TO VERIFY THAT THE DAM \ 83
EMBANKMENT MEETS THE SPECIFIED COMPACTION REQUIREMENTS. COMPACTION REPOP`S WILL !�88A \ �_
TI SEEDING- THE DAM BE NEEDED DURING THE AS -BUILT CERTIFICATION PROCESS FOR THiS STORMWATER FACILITY. � � S \ \ � \
7. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING-) ON TO COORDINATE COMPACTION - \ tS6
THEREFORE, IT SHALL BE THE CONTRACTORS RESPONSIBILITY \ �, \ � � \ i0 FT AT! ELF QG� �8 `� '-' o
EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED \
TESTING AND TO ENSURE COMPACTION TESTS ARE PROPERLY PERFORMED DURING ^� FROM EL. 371.50 p�
WITH COMPACTED FILL PRIOR TO TOPSOIL INSTALLATION, THE .CONTRACTOR SHALL SCARIFY THE THE CONSTRUCTION. \ \ �88 \ � \ Aj\ EL 372.50 SLOPED \ � \
TOP 2"-3" OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WTH THE COMPACTED O, 200 AT,10:1 (H: V)
FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3 -4 ON THE DAM EMBANKMENT. 5. PRIOR TO USE AS FILL MATERIAL FOR THE DAM EMBANKMENT, THE CONTRACTOR SHALL \ \�
PERFORM STANDARD PROCTORS ON THE PROPOSED BORROW MATERIAL TO ENSURE G.IAT \ \ N \ t
8. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED CONTROLLED DE 'RING \ \ � �F
NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER, POND SITE. IT IS \ \ \ \
CONSTRUCTION. / � / \ � \ ,, rS � � ` \ \•
ANTICIPATED THAT PUMPING WILL BE NECESSARY IN THE EXCAVATION AREAS (I.E. - BARREL PIPE \ \
TRENCH). DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTC!;R SHALL KEEP THE 6. TESTING OF. THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE
WATER !LEVEL BELOW THE BOTTOM OF THE EXCAVATION. THE MANNER. IN WHIOH THE WATER IS RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED DURING CONSTRUCTION. THEREFORE, ONE
N SiDESLOPES ARE STABLE. EVERY
REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND DENSITY TEST SHALL BE PERFORMED FOR EVERY- 2,500 SQUARE FEET OF AREA FOR
LIFT OF 'FILL OR AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. TESTING WILL BE' REQUIRED ALONG THE 30 "o O -RING OUTLET BARREL AT A FREQUENCY OF
C ®NSTRLTCTI ®N SEQUENCE ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT OF FILL OR AS DIRECTED BY THE
1. PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN ON -SITE GEOTECHNICAL ENGINEER.
"APPROVAL TO CONSTRUCT" FROM CHATHAM COUNTY AND. ALL OTHER APPL ^;ABLE AGENCIES.
STRUCTURE MA S IFICA S'
2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROV =D SEDIMENT & EROSION
CONTROL PLAN. THE CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMEN �' AND EROSION . CONTROL 1. THE 30-0 RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT;
MEASURES THROUGHOUT THE ENTIRE PROJECT, AS REQUIRED., THE CONTRACTOR SHALL RECEIVE MEETING THE REQUIREMENTS OF ASTM C76- LATEST. THE PIPES SHALL HAVE CONFINED ' � g8j � � � , \ \ � 5 T /
FFNIN AGENCIES, PRIOR - MEETING ATM C- 443 - LATEST. THE PIPE JOINTS SHALL BE � � � "� � �6 i \ CHIAT�iA /
APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVE G A O-RING RUBBER GASKET JOINTS EE G S \ \
TO ANY CLEARING. TYPE R -4. S \6 1 1 �C UN R /�
ALL TREES AND \ \ 0 \ /
3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM OTPR CONSTRUCTION. 2. THE STRUCTURAL DESIGN FOR THE 5x5 (INTERNAL DIMENSIONS) RISER BOX WITH EX.MENDED � ) � �I � \ � \
THEIR ENTIRE ROOT SYSTEMS MUST BE REMOVED FROM THE DAM FOOTPRINT :AREA AND BACKFILLED BASE SHALL BE BY OTHERS. PRIOR TO ORDERING THE STRUCTURE,THE CONTRACTOR .SHALL
WITH SUITABLE SOIL MATERIAL. THE BACKFILLED AREAS SHALL BE COMPACTED TO THE SAME PROVIDE TO THE DESIGN ENGINEER FOR REVIEW SHOP DRAWINGS AND SUPPORTING / \ \ 1 _ \ �j \
STANDARDS AS THE DAM EMBANKMENT. THE REMAINING. AREA OF THE EMBANKMENT SHALL BE STRUCTURAL CALCULATIONS SEALED BY A P.E. REGISTERED IN NORTH CAROLINA 1 \ 90 \
STRIPPED TO A SUITABLE DEPTH AS DIRECTED BY THE ON -SITE GEOTECHNICIAL ENGINEER. ANY DEMONSTRATING THE PERTINENT VERTICAL LOADS ARE SUPPORTED BY THE CONCRETE RISER , � \ � \ \ \ ��`� � 9 \ 0 -f0 FT
RESIDUAL SOILS TO BE LEFT W PLACE MUST BE WELL SCARIFIED TO PROMO
7E BONDING OF THE NEW STRUCTURE. \ gj `� ti \ \
EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE ;AM OR. BARREL PIPE \ \ \ �ej A p SE
/ 3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS i6" ON CENTER. STEPS
. TRENCH. UNTIL APPROVAL OF THE DAM SUBGRADE TRENCH IS OBTAINED FROM THE ON -SITE \ �
GEOTECHNICAL ENGINEER. SHALL BE PROVIDED ON THE INNER WALL OF THE RISER BOX. STEPS SHALL BE IN \ } \ / /
ACCORDANCE WITH NCDOT STD. 840.66. PLEASE REFER TO SHEET SW -2 FOR LOCATION OF ,S
4. EXCAVATE FOR THE FOR THE DAM KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM THE RISER STEPS. \ \ \ \ �� h ND \ \
EMBANKMENT. THE TRENCH SHALL EXTEND A MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT MA1 N N�E
OW THE 30 "0 OUTLET BARREL AND SHALL HAVE A MINIMUM. BOTTOM WIDtrl OF 10 FEET. THE 4. THE CONCRETE ANTI - FLOTATION BLOCK SHALL BE PRECAST AS THE EXTENDED BASE OF THE
BELOW � ��
KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1 (H: V). THE KEY TREKOH SHALL BE RISER BOX DURING FABRICATION. THE PRECAST BASE SHALL BE INCLUDED AS PART (dF THE
COMPACTED TO THE SAME SPECIFICATION LISTED IN ITEM 3 OF THE SECTION TITLED "BERM SOiL AND SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM 2
COMPACTION SPECIFICATIONS." DEPENDING UPON ON -SITE SOIL CONDITIONS EI <ICOUNTERED DURING ABOVE). IN LIEU OF A PRE -CAST BASE, THE CONTRACTOR MAY OPT TO CAST -IN -PIT
EXCAVATION, THE ON -SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS OF THE THE ANTI - FLOTATION BLOCK iN THE FIELD. HOWEVER; PRIOR TO CONSTRUCTING THE
KEY TRENCH . AS DEEMED NECESSARY. THE ON -SITE GEOTECHNICAL ENGINEER SHALL RETAIN CAST -IN- PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE Eb,!GINEER
DOCUMENTATION, OF ANY VARIATION FOR FUTURE AS- BUILT SUBMITTALS TO CHATHAM COUNTY. FOR REVIEW DENOTING THE FOLLOWING:
i PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH. THE KEY TRENCH SHALL BE COMPACTED A. STEEL REINFORCEMENT \47 i
5. BEGIN t.AC
1 IN ITEM 3 OF THE SECTION TITLED "BERM At�:C SOIL: COMPACTION B. THE CONNECTION MECHANISM TO JOIN THE ANTI-FLOTATION BLOCK WITH THE R::SER
TO THE SPECIFICATIONS LISTED \ \
SPECIFICATIONS." THE KEY TRENCH SHALL BE TESTED PER THE SPECIFICATiU S LISTED IN THAT SECTION \\ \ \ \ \ \
4sa-
5. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORM. SIG TO i
SPILLWAY PIPE SHOULD BE EVALUATED ASTM -C990 LATEST. IF NECESSARY, THE CONTRACTOR SHALL INCORPORATE A WATERSTOP
6. PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG HE INTO THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. THE TE CONTRACTOR A \ \ \ \ 1
BY THE ON -SITE GEOTECHNICAL ENGINEER TO ASSESS WHETHER SUITABLE BEARING CONDITIONS
SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON - SHRINK GROUT; -
EXIST AT THE SUBGRADE LEVEL. SHOULD SOFT OR OTHERWISE UNSUITABLE rONDITiONS BE �6ND_A4AIN NCE%ACCESS EASEM
ENCOUNTERED ALONG THE PIPE ALIGNMENTS, THESE MATERIALS SHOULD BE .UNDERCUT AS DIRECTED 6. IF THE ANTI - FLOTATION BLOCK IS PRECAST, AS PART OF THE RISER BASE SECTION, HE \ / \ MAX. LONGITUDI L SLOPE
BY THE GEOTECHNICAL ENGINEER. THE UNDERCUT MATERIALS SHALL BE RE, LACED WITH \ \ \ \ 5 :1
ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE A MINIMUM SHIPPING WEIGHT CF
ADEQUATELY COMPACTED STRUCTURAL FILL, LEAN CONCRETE OR FLOWABLE FILL AS DIRECTED BY ;� \ / -\ CROSS SLO 10:1 (H:V) N
THE ON -SITE GEOTECHNICAL ENGINEER. 48,000 LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL E f SS t \ . \ � \ \ \ 481 / y
DETERMINED BY SUBTRACTING .THE WEIGHT OF THE FACTORY BLOCKOUTS FROM THE .SRO _
STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS \ 2 \ \ \ \
7. IN ORDER TO HELP PROTECT THE SOiL SUBGRADE FROM DETERIORATION (DUE TO EXPOSURE, \ \
N RUNOFF) BEFORE THE CRADLE CAN BE POURED, f" IS STRONGLY SUBMITTED TO THE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST -IN -PLACE \ exo
RAINFALL, SEEPAGE, AND U ") THE ANTi- FLOTATION BLOCK, THE CONTRACTOR SHALL ENSURE THE WEIGHT OF THE : NTIRE �� _ o_ \ i(
RECOMMENDED THAT A 3 TO 4 THICK CONCRETE MUD MAT BE POURED O'SR THE SUBGRADE ONCE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED ABOVE.
IT IS APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. THE MUD MAT VJI L. ALSO PROVIDE
BEARING FOR THE BLOCKS THAT TEMPORARILY SUPPORT THE SPILLWAY PIPE UNTIL THE CRADLE CAN 7. PRIOR TO ORDERING THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS' TO THE \ \ \ 11
BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE PiPE PROPOSED BY `THE CONTRACTOR ENGINEER FOR REVIEW. CONTRACTOR SHALL ENSURE THAT AN ACCESS HATCH IS PR :)VIDEO
SHOULD BE SUBMITTED TO THE JOHN R. McADAMS COMPANY FOR REVIEW. WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION) THAT WILL ALLOW FOR FUTURE
MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR
8. BEGIN CONSTRUCTION OF THE NEW EMBANKMENT. FILL MATERIALS SHALL BE ?LACED, IN MAXIMUM 8" SECURING THE ACCESS HATCH.
THICK LIFTS PRIOR TO COMPACTION, UNLESS DIRECTED OTHERWISE BY THE C?s -SITE GEOTECHNICAL
ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF L. IF..IT IS NECESSARY, 8, ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAY UNLESS OTHERWISE ��IOTED.
THE EMBANKMENT FILL MATERIAL WiLL BE OVERBUILT IN HORIZONTAL LIFTS A�tD CUT BACK TO FINAL ( ) SME MYS7 PQ
GRADE IN ORDER TO ACHIEVE PROPER COMPACTION. 9. GEOTEX11LE FABRIC FOR THE 30 "0 OUTLET BARREL JOINTS SHALL BE MIRAFI 180N CI � 1" = 20'
9. AS CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL THE ENGINEER APPROVED EQUAL (NON - WOVEN FABRIC)
CONCRETE CRADLE. THIS MAY BE CONSTRUCTED USING ONE OF THE FOLLOVt NG METHODS:
10. WET POND EMERGENCY DRAWDOWN IS VIA AN 8 "0 PLUG VALVE. THE VALVE SHALL BE A
A. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORIII[WORK FOR THE M &H STYLE 820 X- CENTRIC VALVE OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE
CONCRETE CRADLE, THEN THE STRUCTURAL FILL SHOULD BE, INSTALLED ANA COMPACTED UP TO WITH AWWA C -504 SEC. 5.5. AND SHALL BE OPERABLE FROM TOP OF OUTLET STRU _'TURF
THE TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL REACHES THE NEXT VIA A HANDWHEEL (SEE DETAIL SHEET SW -2). THE CONTRACTOR SHALL PROVIDE A
DOWNSTREAM JUNCTION BOX OR HEADWALL AND IS COMPACTED TO. THE ELEVATION OF THE TOP OF REMOVEABLE VALVE WRENCH WITH A HANDWHEEL ON TOP FOR OPERATION OF THE E`0 PLUG
THE CONCRETE CRADLE, EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH 70 THE
AND CONSTRUCT THE CONCRETE CRADLE AS PER .THE PROVIDED. CONCRETE CRADLE DETAIL. TRASH RACK.
B. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE
CONCRETE CRADLE, THEN PRIOR TO CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE
FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON EXISTING; GROUND AND / OR
THE MUD MAT.
x
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
FIh`AL DRAWING NOT RELEASED FOR CONSTRUCTION

JLL LLIlIILJ _ . I 1 1 1 -1 1 1 -I 11 -1 1 1 -I I I� ®1 11 °I I I I I I -I I I_I I I I I _
TOP flFRISER EL. 474.50 - " �_�
30 0 -RING RCP _
- _ INV 466.00 _ I I- III - III °III - III -I I { °III -{ I I
ON
INV (THRU RISER WALL) = EL. 471.00 (12° BELOW NWSE) • ' _- I I -ii III -) I -) I -- -III -I (f -1 (I -1 I I -I -1 I I -I I ( -I f f- I ( I f I- ( -I
SIPHON TO EXTEND 12" UP FROM THE INSIDE FACE OF THE
RISER -
-- ENDWALL PER NCDOT STD. 838.80
(SEE DETAIL SHEET SW -4)
(SEE DETAIL SHEET SW -3 FOR SIPHON DETAIL) -
! -1 l I_I { I- III -1 I I -f I ICI I I -III . I I III -I I hI I -1 11-1 I I -1 I{ -I -11I- III -I I I�f 11-1 I I III I -f I I f I I -I I- I -
- INVERT OUT = 462.00
8 "0 DIP DRAIN TRASH RACK � � - - A '
(SEE DETAIL SHEET SW -3) 83 LF 30 "0 CLASS III 0 -RING RCP Q 4.82% DEPTH VARIES wammomm
FLOW -- o 0 0 ° as
O ° •d'..Q: -4•:d ° da .. d A.0 r d .. ° Ad ,
e; ° 4' v d °e 'd: ° °. ..s ° q: a Ai' ,e. q, ..
d °:a b n 44• a 1 d •a• qa • o
_ d
INVERT OUT - EL. 466.00 _ •
A . d e - A d n d �. ' a d' - . S .4 ° ° ° a 4 ° , ° ° . Ad
neae4 °• ° a:4. dd "dd•A ° °..
e `
A
d f a` °' -:dm .4e° a,d n a -
d
•° a °•. ° °d °.
'd `° •d •• - 4• d n O O O P O O O O O O O o
° -
d a a
CONCRETE . 1" THICK JOINT
ANTI- FLOTATION FILLER MATERIAL
BLOCK NON -WC F_N GEOTEXTILE CONCRETE CRADLE
FABRIC SHALL BE PLACED KEY TRENCH (SEE DETAIL SHEET SW -3) VELOCITY D1SS[PATOR
8 "0 PLUG VALVE. THE VALVE AROUND 'EACH JOINT OF THE
10.0 (MIN.} (SEE BERM AND SOIL NCDOT CLASS 1 E2iPRAP
CONTRACTOR SE':ALL FORM SHALL BE A M &H STYLE 820 30 "0 0 R'.ING RCP BARREL IN COMPACTION SPECIFICATIONS, "
INVERT OF RISER STRUCTURE X- CENTRIC VALVE OR 2' WIDE :STRIPS CENTERED DETAIL' SHEET SW -1) 20 L X 23 W X 22 THICK
TO DRAIN POS'TIVELY TO APPROVED EQUAL. THIS VALVE ON JOINT D50' i0'°
INVERT OF OUTLET BARREL SHALL BEAN ACCORDANCE (SEE DETAIL SHEET SW -4)
USING NON- SHRE "sK GROUT WITH AWWA C -504 SEC. 5.5,
AND SHALL BE OPERABLE
FROM TOP OF OUTLET N.T.S.
STRUCTURE VIA A HANDWHEEL.
NOTES: NOTES:
9.0' 1. ALL REBAR TO BE #4 REBAR.
1. CONCRETE ANTI - FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM 2. ALL REBAR AND ANGLES TO BE HOT- DIPPED GALVANIZED AND BE PROVIDED WITH AN
TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT. EPDXY COATING.
PRECASTER SHALL PROVIDE 3. THE HOT - DIPPED, GALVANIZED 2 "x2 "x1/4" ANGLES SHALL BE WELDED TO THE REBAR
2. TRASH RACK NOT SHOWN FOR CLARITY. A BLOCK OUT FOR THE TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE 1.5' 1.5' 30 "0 .O -RING RCP RISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
6.0'
DETERMINED IN THE FIELD BY THE CONTRACTOR. THE VALVE STEM
MUST BE OPERABLE FROM THE TOP OF THE RISER VIA THE 8.4'
HANDWHEEL WITH AN INSIGNIFICANT. AMOUNT OF PLAY IN THE VALVE
STEM. �, d`; ... • • .. . .
1.O
°." ..
Tr7pT 2.1' (TYP.
8" DIP DRAIN TRASHRACK 11.9 LF
.. 2 "x2 "x1 /4"
(SEE DETAIL SHEET SW -3) _,. __
., •s
n _
e.
• ". GLE ,
_... • : ° ' • . b . a _ . ° ,. 11.9 LF 2.
2 "x2 "x1/4"
ANGLE -
4 °
9.0' 6.0' 30'0 O -RING RCP
1.0'
El
F•_.OW
ILI
d
"4► PVC SIPHON }: 1.05° 1.05' 1.05' 1.05'
INV EL. = 471.00 8.4 6.3 4.2 2.1
(THRU. RISER WALL) .? :.:+ °' ;
SIPHON TO EXTEND 8" a . <• V
• ..t.a. .
_
BELOW INVERT ON OUTSIDE
,..... •° .: r • .. ..;..:�._
6.3
& 12 UP FROM INV ON
T1-;_ INSIDE FACE OF THE ,.• CONCRETE COLLAR
:`� • ' (TO BE CONSTRUCTED
RISER _ ..0 '° ^; :...,.. :..• ...t: :.., ::•a.•.. •.: :: `
(SEE DETAIL) ;..
. IN THE FIELD BY THE
CONTRACTOR -
• .° v
SEE DETAIL)
#4 REBAR TRASH RACK (ABOVE)
8 "0 PLUG VALVE. THE VALVE _, •' ,
CONTRACTOR SHALL .;'ROVIDE ' °
ANCHOR TRASH RACK TO MANHOLE WALL
SHALL BEAM &H STYLE 820 STEPS IN ACCORDANCE WITH WITH FOUR EQUALLY SPACED HOT- DIPPED
X- CENTRIC VALVE OR NCDOT STD. 840.66. ;STEPS ° • GALVANIZED STEEL CLAMPS. EACH CLAMP
APPROVED EQUAL. THIS VALVE SHALL BE PLACED A7 16" O.C. ATTACHED TO MANHOLE RISER BY
SHALL BE IN ACCORDANCE • '
WITH AWWA C -504 SEC. 5.5, (SEE DETAIL SHEET S'W -4) 11.9 LF 2 -4 "x1/4" CONCRETE ANCHOR BOLTS
AND SHALL BE OPERABLE 2 "x2 "x1/4" EACH CLAMP TO BE COATED W/ AN
FROM TOP OF OUTLET ANGLE EPDXY COATING.
STRUCTURE VIA A HANDWHEEL FABRICATED HINGES FOR THE
- ACCESS HATCH
THE BOLD LINETYPE DENOTES
CONTRACTOR SHALL PROVIDE THE ACCESS HATCH TO BE
-6.0' STEPS IN ACCORDANCE WITH PROVIDED BY THE TRASH RACK
NCDOT STD. 840.66. STEPS FABRICATOR (SEE ITEM 7 - MASH
TOP OF HANDWHEEL TO EXTEND " "
1 -FOOT ABOVE TRASH RACK SHALL BE PLACED AT 16 O.C. OUTLET STRUCTURE MATERIAL N.T.S.
5.0 ° (SEE DETAIL SHEET SW -4) SPECIFICATIONS "}
TOP OF RISER = EL 474.50
a. 6" MIN. WALL "' 3 "0 PVC SIPHON : a..
THICKNESS (TYP.) INV EL. = 471.00 NOTE:
(THRU RISER WALL) 1. ALL REBAR TO BE #4 REBAR.
(�1 SIPHON TO EXTEND 8"
BELOW INVERT ON OUTSIDE
3 "0 PVC ,SIPHON � � & 12" UP FROM INV ON :. 6.0'
INV EL. = 471.00 THE INSIDE FACE OF THE ° 3" ANCHOR DEPTH
(THRU RISER WALL) RISER f
" ( ( ~" CONCRETE COLLAR 3" CLEARANCE TO 3 CLEARANCE TO
SIPHON TO EXTEND 8 * ; (SEE DETAIL)
(TO BE CONSTRUCTED IN THE OUTSIDE OF )
BELOW INVERT ON OUTSIDE : {' y '. FIELD BY THE CONTRACTOR #4 REBAR OUTSIDE OF #4 REBAR)
& 12" UP FROM INV ON ,p. VALVE STEM
GUIDE (SEE SEE DETAIL) ° a . 4 ° PRECAST ,
THE INSIDE FACE OF THE :: ,.. ' `
RISER 8.50 NOTE #3)
°.
;:, •' - . STRUCTURE
(SEE DETAIL) d d
•• 3" CLEARANCE TO WALL 1' DEPTH 3000 PSI CONCRETE COLLAR
- :.•. ;
e OUTSIDE OF #4 REBAR)' a d (MIN. 28 DAY STRENGTH)
:. a•
8" DIP DRAIN ... • : F4 ° ...
° 3" CL
8 "� DIP DRAIN TRASHRACK :.: .._. TRASHRACK ' ' p .. ; .
_ (SEE DETAIL SHEET SW -3) 1 a, , , _ °
(SEE DETAIL 1.0' a:. :..o " .:'. I TO OUTSIDE OF
SHEET SW -3 ` °: d .. ° A .. #4 REBAR}
" d , .. ; CONTRACTOR SHALL
TI 1 1' -6" RCP . n ° a a • DRILL INTO PRECAST _
STRUCTURE WALL AND ; ..
(TYP.) ® °,. ' SET ANCHORS USING °• 5.5" CENTER TO
INVERT = EL. 466.00 4 a EPDXY GROUT CENTER
0.54 : • .. . - -
a., • - °" '777,: : 53,
. •..
30 � O-RING RCP 30 � 0 RING
-RCP
.f a .d • , +a_
e: a�• 8.•e j; :° `:a - __ •+•.a a Ae .; '••7 . e!' ° +q•� _ _ _ - s` -.
:i ' •.a ' °O•d •a:N -d.•° `;' .a. •. -t °t• d• •d .i
37" • -: -' 3.08 :: °'�• - • :. . °" 4 -
e '•4
d
d ye . •
All
•
°• •4
%."` :.
a
`,
••r a
.e •
.Y e :d' •
PRECASTER SHALL PROVIDE
,
1.0
.. -° d•�,y, •..
,.. �• :;`:•' ; ., ;•
�'v
CONTRACTOR SHALL SEAL
z
�: +.;r:• °:
"'•a
ANCHOR DEPTH
'�'a. °° aa'. ".•:
'�.: "'•
THE PIPE PENETRATION
`'
• %;• ;:. � •.' °:
A BLOCK OUT -FOR THE
USING A RUBBER BOOT
30" 0 -RING RCP
AND STAINLESS STEEL
d
.°
.. -° d•�,y, •..
�'v
.^4
a
d A
12 ANCHOR DEPTH

NOTES- Mau L PIPE CONCRETE CRADLE
1. ALL TIE BARS (U -BARS) ARE #3 (AS LABELED) REBAR (GRADE 60) SPACED AT 10 FT. CENTER TO CENTER CONSTRUCTION SEQUENCE
ALONG THE LENGTH OF THE CRADLE.
1. IF OPTION A IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION
2. MAINTAIN A MIN. COVER OF 3" OF CONCRETE (TO THE OUTSIDE OF THE REBAR) FOR ALL REINFORCEMENT. SEQUENCE, THEN BRING GRADE OF DAM EMBANKMENT TO SPRINGLINE
OF PIPE ELEVATION. IF OPTION . 5 IS CHOSEN FROM NOTE 9 OF THE
3. TRENCH TO BE BACKFILLED IN 5" LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 8" LIFTS WHEN CONSTRUCTION SEQUENCE, THEN CONSTRUCT FORMWORK FOR CONCRETE
CONDUCTED BY MACHINE. MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 30 "0 RCP BEFORE DRIVING OVER WITH CRADLE ON EXISTING GRADE.
HEAVY EQUIPMENT. 2. IF OPTION A IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION
4. REINFORCED CONCRETE CRADLE MAY BE REPLACED PER RECOMMENDATION FROM THE ON -SITE GEOTECHNICAL SEQUENCE, THEN EXCAVATE TRENCH FOR CRADLE AND BARREL PER
ENGINEER. ANY DEVIATION FROM THIS DETAIL SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN ENGINEER DIMENSIONS ON DRAWINGS. IF OPTION B IS CHOSEN FROM NOTE 9 OF
PRIOR TO IMPLEMENTATION. THE CONSTRUCTION SEQUENCE, PROCEED TO STEP 3 BELOW.
1" THICK JOINT 3. PLACE REINFORCING STEEL AND JOINT FILLER MATERIAL PER
a FILLER MATERIAL ' < 5. TESTING SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER. A SLUMP TEST SHALL BE
" PERFORMED PRIOR TO PLACEMENT OF THE CRADLE. COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED TO DRAWINGS. ALL REINFORCING STEEL SHALL HAVE A MINIMUM OF 3 " OF
° • '• ° �
° ENSURE COMPLIANCE WITH SPECIFICATIONS LISTED TO THE RIGHT..
CONCRETE COVER (INCLUDING TIES).
e a -
-tad- Q 4. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. CONTRACTOR
SHALL WRAP JOINTS WITH 2 -FT WADE STRIPS OF FABRIC AT_IIiIS STEP.
.n
. °. , "4 a .a 49" MIN. 5. POUR CONCRETE FOR CRADLE FOR EACH SECTION FROM ONE SIDE
' . a RETE TO FILL ENTIRE AREA UNDER PIPE
a OF THE TRENCH ALLOW CONC
a AND PIPE HAUNCHES AS TO LEAVE NO VOIDS UNDER THE PIPE BEFORE
POURING ON THE OPPOSITE SIDE OF THE TRENCH. POUR ENTIRE
--- —. _.. - - --
- - - - - - -- - - CRADLE AS ONE LIFT (VERTICALLY) PER DRAWINGS.
30 "0 O-RING RCP 6. ALLOW CRADLE TO CURE FOR .A MINIMUM OF 7 DAYS BEFORE ANY
FLOW ---.�-
VIBRATING COMPACTION EQUIPMENT IS USED IN THE VICINITY OF THE
BARREL PIPE.
:e ( 30 "0 O -RING RCP °
�� d l .e d :� / \ PIPE CRADLE AL SPECIFICATIONS
I FLOW ° I'� BARREL ADLE MATERI
CONCRETE
:Ld I-e d - .._ °', �/ \� COMPRESSIVE STRENGTH . OF 4000 PSI AT 28 DAYS (SEE NOTE #5)
a • . I - - 6" (TYP.) SHALL BE PLACED ON A 2- TO 2.5 -INCH SLUMP (SEE NOTE #5)
o : o : °A a •. d °a - Q 4 T — LA�L
.. ' .°. ° d �''• a -$' /� \\ ® APPROVED MIX DESIGN
0 4 L. Q 4 -6% AIR ENTRAINED
°a .. a e 4. • . '. a Q e MAXIMUM MIX TO POUR . TIME OF 90 MINUTES
°' f 30 "0 0 —RING RCP I FOUR CYLINDERS SHALL BE PREPARED FOR TESTING FOR EACH
° #6 REBAR {GRADE 60) LIFT. ONE SHALL BE TESTED AT SEVEN DAYS, TWO AT 28 DAYS,
a a : ° d ro
e.
AND THE FOURTH SHALL BE FIELD FOR 54 DAYS.
a A MINIMUM OF 3" OF CONCRETE COVER ON ALL STEEL IS REQUIRED
°
. . .e :.. a • d . e .: a ' a #3 REBAR TIES (U -BARS}
p a ' q SPACED AT 10 FT..ON CENTER (INCLUDING TIES }.
\ / CONCRETE TO BE VIBRATED VERTICALLY. WET CONCRETE SHALL NOT
1" THICK JOINT 17.75" \ I A
BE MOVED, HORIZQNTALLY WITH THE VIBRATOR.
FILLER MATERIAL \ /
24.48" a. �� // STEEL
CONCRETE ANTI— FLOTATION CONCRETE ANTI— FLOTATION °. ALL STEEL TO BE. GRADE 60.
BLOCK BLOCK 1 , ° 4 i a ALL STEEL SHALL BE FREE OF RUST OR OTHER DEBRIS. THAT MIGHT
a. PREVENT BONDING TO THE CONCRETE.
4 ' ALL STEEL SHALL BE BENT �MiiTH A MINIMUM RADIUS OF 3DB (1713"
12" CSC 1 FOR #3) AS SHOWN ON THE DRAWINGS.
(MIN:) °
• •Q • Q (.rn,) (MIN.) o THE #6 BARS IN THE CONCRETE CRADLE -SHALL BE SPLICED WITH A
° MINIMUM OVERLAP OF 32 ". THE SPLICES SHALL BE SPACED SUCH
° 4'
° d THAT NO TWO SPLICES OCCUR WITHIN THE SAME LENGTH OF PIPE.
12" IN. a d' 4 .. ° 6" FROM BOTTOM OF CRADLE
RISER ' L CONNF=ON DET . - -- ° • . - ° q a _- TO CENTER OF #6 REBAR_
.
.13.38"
C/C {TYP.) 3" COVER (MIN.)
TO OUTSIDE OF #3
TIE BAR (TYP.)
39'CONCP= CPJWI F1 DETAM
N.T.S.
8)m0 DIP DRAIN PIPE
CONTRACTOR SHALL CORE —DRILL
° THE HOLE FOR THE 8 "0 DIP IN
TAE FIELD. PRECASTER SHALL
#6 REBAR PERIMETER FRAME 1.062 ' OMIAIT REINFORCEMENT IN THIS
(CENTER TO CENTER) AREA
4" x 4" 6/6 WELDED WIRE 6" MIN. WALL
THICKNESS
FABRIC (EACH SIDE & TOP OF 4" x 4" 6/6 WELDED WIRE
CAGE) ° CONTRACTOR SHALL SEAL THE PIPE FABRIC {EACH SIDE & TOP OF 6" MIN. WALL 8" PLUG VALVE. THE VALVE
PENETRATION USING A RUBBER BOOT CAGE} a a THICKNESS SHAH BE A M &H STYLE 820
AND STAINLESS STEEL HARDWARE X— CENTRIC VALVE OR
APPROVED EQUAL. THIS VALVE
a ° SHALL BE IN ACCORDANCE
d a Q WITH AWWA C -504 SEC. 5.5,
i 8" (TYP.) AND SHALL BE OPERABLE
a FROM TOP OF OUTLET
2.03' 3" (TYP.) STRUCTURE VIA A HANDWHEEL.
0 0 •Q d' I I
2 LF ° El
8 "t$ DIP. °O ° 2.79'
a
o '
a
a °. (TYP,)
2 LF 8 "0 DIP
a 4 a �q]•
4" ANCHOR DEPTH ° 8" PLUG VALVE. THE VALVE q a
SHALL. BE A M &H STYLE 820 CONTRACTOR SHALL SEAL THE PIPE
CONTRACTOR SHALL 4° a X- CENTRIC VALVE OR PENETRATION USING A RUBBER BOOT
DRILL INTO PRECAST d ° AND STAINLESS STEEL HARDWARE
EXTENDED BASE AND ENGINEER APPROVED EQUAL.
SET ANCHORS USING 8 "0 DIP DRAIN PIPE THIS VALVE SHALL BE IN
EPDXY GROUT CONTRACTOR SHALL CORE —DRILL ACCORDANCE WITH AWWA
1.0625' THE HOLE FOR THE 8 "0 DIP IN C-504 SEC. 5.5, AND SHALL #6 REBAR PERIMETER FRAME--//
(CENTER TO CENTER) THE FIELD. PRECASTER SHALL BE OPERABLE FROM TOP OF
OMIT REINFORCEMENT IN THIS OUTLET STRUCTURE VIA A
AREA. HANDWHEEL.
8" K DETAMS
N.T.S.
k INAL DRAWING. -- NOT RELEASED FOR CONSTRUCTION

110.50"
E-
38.50" O.D. W
C%2
Z
W v
I E-
Z
I I z ®tom-
w =-
30 „� o -RING RCP i �' � � •�
z� >�
�.
a w��
0 0 0 0 0 0 0 0 a o a a
C,I
NOTE: C� E
a o o a o a o 0 0 LLJ 0 0 0 0 0 o p o ::y o 0 0 o r
1. CONTRACTOR SHALL MODIFY THE
w
ENDWALL TO ALLOW THE 4 "0 WEEPHOLES
ri ON EITHER SIDE OF THE OUTLET BARREL. 4'-0 oa ® pa pa oa oa oa pa oa c> rya c>a pa pa h
THESE SHALL BE CORE- DRILLED IN THE � � I C z
FIELD BY THE CONTRACTOR: �� C�CC C5 CrCVa t����jt��C�/��J Z 6
oa pLJ pa pa a p pa pa p p Pa P` p H
Q O
._ _ Oa. po pa pa a pa pa pa. pa p 00 a -p•-a po _ _ _ a+
� ca
e'a
W
'aZi : cc
ENDWALL PER NCDOT STD: 838.80 {SEE DETAIL) z
NOTE: 4" WEEPHOLES TO BE PROVIDED WITH N0. 67 WASHED STONE
VARMIT GUARD ON DOWNSTREAM SIDE AND ENCASED IN NON -WOVEN W
GALVANIZED HARDWARE CLOTH ON UPSTREAM FILTER FABRIC (MIRAFI 180N
SIDE {Y4" MAXIMUM OPENINGS). VARMINT GUARD OR EQUIVALENT)
®® ®peen asoto ®os�
SHALL BE HAVILAND BRAND STEEL FINGER TYPE ® ®e ®` CAR
OR ENGINEER APPROVED EQUIVALENT. G
ST EL REUD
0 •° (]�
y'
0 5 •
•
YY161 V
0
STEPS
N.T.S. PROPOSED GRADE ®� ® ®ar►®avne ® ® ® ®®
30 "0 O -RING RCP
18" MIN. 3= 3,
v
m - ENDWALL PER
a-•
NCDOT STD. 838.80
T IIt
-1 NO E -.. - _ -
S
G • '� f I _ c
o, � p I1 � MIN. (a/-- oa pa oa pa pa P (SEE DETAIL) pa ©a pa o oa oa pa
�'�- -�!jl' W1 (FT, D 6" * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
r C� -I� STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
pogo opo
i..e -� A 888.39, 838.51, 838.57, 83B,83 AND 838.69. [P
+� p n m * INSTALL PRECAST. ENDWALLS WITH WINGS AND PAY LUJ e( •� ',1.L Z - J I ENDWALL PER
••S'.,z -� n FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. Q OC:`�L7 NCDOT STD. $3$.8O
®��'� ��
2 03 0 p 1.0 1 -0 * USE 4000 PSI CONCRETE. H= �'IZ a o o a a a
p, t- * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 CD F- LL,' --i o 0 0 0 o I (SEE DETAIL)
C? S a 3 - FOR GRADE 80 AND WELDED WIRE FABRIC CONFORMING p v`.i1y
��+ H> ' O I TO ASTM A185 WITH 2" MIN: CLEARANCE. H<C- I
H2 I H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH N "sit 30 "0 O -RING RCP
Cl) ' OSHA STANDARD 1926.704.. I 62.50 946- C7 CS /RCP - H1 H1 I * PIPE TO. BE GROUTED INTO HEADWALL AT JOB SITE BY ° FLOW �' C`Cy�C'C �< -� I ' W
Z a p��pa �pa �pa pa -
I
CONTRACTOR R•'' q
ALL ELEMENTS PRECAST TO MEET ASTM C913,
WELDED WIRE-FABRIC MAY BE SUBSTITUTED FOR REBAR � a 0,
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. o 0 o p oI
L * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1 ". - - - - - - - - - - -
8" O.C.(TYP.) REFER TO CHART � o 0 0 0 0�
- - - - - - -
F� IIJ
'17 REFER TO CHART FOR BAR SIZE �J
.� FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS may, F� CQ
M p !� y ®� AT B" CTS.THE CONTRACTOR.WILL HAVE THE OPTION 1' MIN. ��
N m ELEVATION _ TO INCREASE THIS BAR SIZE AS. NEEDED. � � a pa po po pa ©a • a
���
co ¢ 4 "0 WEEPHOLES ON EACH �
SIDE OF SPILLWAY
'i Cl) z W2--(FT.) v N 67 WASHED 4 "0 WEEPHOLES ON EACH 0
NO. 67 WASHED STONE 0 AS ED �.
w, '� ENCASED IN NON -WOVEN ENCASED IN NON -WOVEN SIDE OF SPILLWAY
a . 0 FILTER FABRIC (MIRAFI 18ON FILTER FABRIC (MIRAR 180N Z
r1 v I I r Q z OR EQUIVALENT). FILTER OR EQUIVALENT) Z
® FABRIC OVERLAP TO BE A �+ z �7
N PMri D t.9 :r� MINIMUM 2' IN THE �--+ OZ.
DOWNSTREAM DIRECTION.
T
H CO RCP SPELL WAY Fit
CD -n NI CD N.T.S.
N.T.S.
W LLJ W I�
ca m r" PLC �° TEMPORARY SEEDING SCHEDULE SEEDBED PREPARATION
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
- 1. CHISEL COMPACTED AREAS AND .SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
JAN 1 MAY 1 RYE (GRAIN) 120 LBS /AC CONDITIONS, IF AVAILABLE.
- KOBE LESPEDEZA 50 LBS /AC
SHEET 1 of 1 SHEET OF 1 MAY 1 -AUG 15 GERMAN MILLET 40 LBS /AC 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
838. ® 838.. AUG 15 - DEC 30 RYE (GRAIN) 120 LBS /AC 3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /AC GROUND AGRICULTURE LIMESTONE AND 4. PER ONETIME ONLY, APPLY AGRICULTURAL LIME, FERTILIZER, AND . SUPERPHOSPHATE
" UNIFORMLY AND MIX WITH SOIL. .
�, 750 LB /AC 10 -10 -10 FERTILIZER (FROM AUG 15 -DEC 30, INCREASE 10 -10 -10 FERTILIZER TO 1000 LB /AC).
N.T.S.
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
MULCH PREPARED 4 TO 6 INCHES DEEP.
APPLY 4000 LB /AC 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. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER:
ENDWALL PER n r. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. an
NCDOT STD. NCDOT CLASS 'I RIPRAP MAINTENANCE
838.80 20'L x 23'W x 22" THICK JAN 1 - AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
(SEE DETAIL) IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. THE PLANTING SEASON, IF POSSIBLE: AFTER PERMANENT COVER IS ESTABLISHED.
30 "0 0 -RING RCP
A. AUG 15 - DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB /AC 9• CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
A OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB /AC KOBE LESPEDEZA IN LATE FEBRUARY
i OR EARLY MARCH: PLANTING INS UCTIONS
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT PLANTING TECHNIQUES
SEEDING SCHEDULE. A. Insure that roots, once removed from pot, are straightened and face downward. �a
• B. Create planting area for each plant and excavate pit.
6" C. Place plants in pit insuring roots are facing completely downward.
4' -6" WIDE (MIN.)-/ `
� D. Heel to soil arouond plant and proceed to next planting location.
PERMANENT SEEDING SCHEDULE A EMBANKMENTS) E. Newly planted plants need to be fastened to the subs�ate for the establishment
< " of new roots.
ENDWALL PER 20° O GRADE 8 SEEDING AT F. Roots shall be spread in their normal position: All broken or frayed roots hall be
D E SEEDING MIXTURE APPLICATION RAT E
NCDOT STD. a STAINLESS STri.L cut off: cleanly.
838.80 - CONCRETE LAG' AUG 25 - OCT (BEST) TALL FESCUE 200 LBS /AC G. The diameter of the pits for all vegetative stock shall be at least three times the
(SEE DETAIL) FEB - APR 15 (POSSIBLE) diameter of the root mass. Plant pit wall shall be scarified prior to plant
Installation.,
SOIL AMENDMENTS H. Set the plants upright, in the center, of the pit. The bottom of the root mass
- " n rr should be resting on undisturbed soil.
12 X 4 X FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB /AC GROUND AGRICULTURE LIMESTONE AND
• - � L Place the backfill. around the base and sides of the root. mass,. and work each
„ GAL ":dANIZED STEEL 1000 LB /AC 10 -10 -10 FERTILIZER. layer to settle backfill and to eliminate voids and air pockets. When it is
30-0 0 -RING RCP , Y P
.�-N. ;' n n
STRAP (4 PER
approximately 2 3 full, water thoroughly before placing remainder of the backfill:
22 LAYER OF CLASS 1 RIPRAP . • : -. PP Y / 9 Y P g
RISER, JOINT) MU
LCH Water. again after placing final layer of backfill.
1111 -% 111: _ _ 4 FILTER BLANKET - APPLY 4000 LB AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING OR A MULCH ANCHORING J. Broken or damaged parts will be cut back, to undamaged tissue, leaving as much
��-c� TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE U TOOL.
green basal tissue as possible above the roots. If more than fifty percent (50%)
• 3,p USED AS A MULCH ANCHORING of the plant is damaged then contractor shall replace the plant.
SECTION A -A MAINTENANCE
NOTE: FILTER BLANKET / E ROOT
CONTAINER STOCK BARS
SEE NOTE INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL A. Stock shall have been grown in a container long enough for the root system to
A FILTER BLANKET IS TO BE INSTALLED BETWEEN
(SEE, TESTS OR APPLY 150 LB /AC 10 -10 -10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2 -4 INCHES. have developed sufficiently to hold its soil together, once removed from the
THE RIPRAP AND SOIL FOUNDATION. THE FILTER
P PROJECT No: NEW -12000
BLANKET WILL CONSIST OF A MINIMUM 4" THICK container.
LAYER OF STONE (NCDOT #57) UNDERLAIN WITH
NOTE: PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN, TOP OF BERM, AND BASIN FLOOR. B. Container plants will need to be watered regularly, and - placed in shady conditions
LAY R FILTER WEAVE 700 OR APPROVED, until planting occurs: N : NEW12000 -SW
C. Bare root plants are for immediate planting, otherwise; see D) below. DESIGNED BY:
EQUIVALENT D. If bare roots. specimens' are not to be planted within four (4) days, temporary Jf=
RISE C® holding of bare root specimens ore to . be covered entilrely by a suitable medium DRAWN BY;
N.T.S. (etc. soil, sawdust, mulch or the like) and watered replarly so as to not dry out, JF
n
PLANT LOCATIONS scnit: NTS
30 I A. New plantings shall be located where shown on plan except where changes have DATE: 06 -15 -2012
N.T.S. been made in . proposed construction.
B. Necessary adjustments shall be. made only after apprayol by the owner or the sHEET NO.
owner's representative;
SW-41
WATER.
Water shall be potable and `shall not contain elements tortc to plant life.
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
l�I�AI�ANIS .
NtITES� p v�
ALL STEPS SHALL PROTRUDE- 4' FROM INSIDE F�3E OF STRUCTURE WALL. t~->-
THE�ENGiNEERI WITH DETAILS DDF° THE PROPDSED,S�EPS AND HAS RECEIVED WRITTEN APPROVAL F FROM THE PROVIDED NGINEERTFGRG�HERUSE GFHSUCHUSTEPS.D zF•-3
,�OC2U
� r�i Z
1' r W ¢ Z
0_ Q
:� PLAN � w
-PLAN � SIDE ti SIDE
LEVATI ❑N
ELEVATION � �
14 1/2' � CAST -IRON � vi
��� CAST IRON ELEVATION
ELEVATION W
13!16°
#6 BAR OR ¢ �
S 1kP #8 BAR
1, 8 3/4' � � � �
GALV'D.
m ¢.
� m 1l4" POLYPROPYLENE
PLASTIC t- LL{
{.• -1/2° � ELEVATI ❑lay PLAN ELEVATION � Q
COMPOSITE W �
- M REINFORCING STEEL Q
- # DEFCIrM D
NOTE,
ELEVATION
SECTION A -A 12' s °ANITARB SEWER MANHOLES,. SHEET I flFi
ELEVATION
840.66
ENDWALL DIMENSIONS
FT, MINIMUM MIN. /MAX. MIN. /MAX. 1�1IN. /MAX. MIN. /MAX. MIN.. /MAX.
PIPE OIA. BAR SIZE HI
H2(FT.)
D . {FT.)
W1
W2
1,0
#5 @ 8"
1.25/2.00
2.0013.75
1.25/1.75
.3.00/3,75
5.50./6.00
1.25
#5 @ 8"
1.25/2,00.
3 :00/3.75`
1.25/2:00
3.50/3.75.
6.5076.75
1.50
#5 @ 8"
1.25!2.00
3,Q0/4.25
1.5012.50
3.50!$.75
6:.50!6.75
2,0
#5 @ 8"
1.50!2.60
4.00/4.75
1 :7512.50
4.04/4,25
_.7..50!8,25
2.5
#5 @ 8"
2.50!3.50
4:0016.00
2.0013.40
4.50!5.50
10:.00/11.50
3.0
#5 @ 8"
3.0013.50
5.00!6.00
2.75!3.50
5.25/5.75
11.$0/ifi.75
3.5
#5 @ 8"
3.25/4.b0
fi.00f6.7b
3.26/3.50
6.00./6.76
12.00/13,25
4.0
#5 @ 8"
3.50!4.50
6.50/7.00
3.25!3.50-
.6.50/6.75
13.00 %13.25
4.5
#5 la 8"
4.00/5.00
8.50/8.5Q
3.2514.40
7.0019.26.
13::50/15:75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.26
13.75/15.75
6.5
#5 � 8"
4.50!5.00
7.5018.50
3.25/4.0.0
7.25/9.25
14,00/15.75
6,0
#5 @ 8"
4.5015.00
.7.5018.50
3.25/4.00
7.7519.25
14 :7566.75

-
LEND
585 CT CARER. TENERA QUILL SEDGE
f�
4 POT,r- _! —
a a a a
__ - -_-
574 JE _ JUNCUS EFFUSUS SOFT RUSH
1 QT.
355. _.ST., SCHOENOPLECTUS TABERNAEMO NTANI . SOFT --STEM BULRUSH
a POT
503 . - Al. ASCLEPIAS INCARNATA SWAMP MILKWEED
4" POT,
375 SL - SAGITTARIA LANCIFOUA BULLTONGUE
E-s ca 6
�Z
SEED ED.-PRE.PAR
- - = -- LLLL L_L
-- _ --
7
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
z'
El
SOIL CONDITIONS, IIF AVAILABLE.
_ _ -
-
2. .RIP .THE'ENTIRE -AREA TO .6 INCHES "DEPTH.
3 'REMOVE:ALL LOSE ROCK,' ROOTS; AND OTHER OBSTRUCTIONS LEAVING SURFACE
_ _-
REASONABLY. SMOOTH AND ' UNIFORM
4 " APPLY AGRiCULrupAL LIME, FERTILIZER, AND SUPERPHOSPHATE _UNIFORMLY AND
MIX .WITH•.SOIL (Sim' BELOW*).
'.5. CONTINUE TILLAGE UNTIL WELL— PULVERIZED, FIRM REASONABLY UNIFORM
.A
SEEDBED IS-PREPAF3ED -4 TO 6 INCHES DEEP:
6: SEED ON A FRESHILY PREPARED SEEDBED AND COVER.
+ +
7.," MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. _. INSPECT ALL SEED-0 AREAS AND. MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE- PLANTNG SEASON; IF POSSIBLE.. IF STAND SHOULD BE OVER _60%
\
DAMAGED, REESTABiUSH FOLLOWING ORIGINAL LIME, FERTILIZER' AND SEEDING
\
RATES. SEED. UGK7LY ,WITH .SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
9, `CONSULT: CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
--
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. .
-
SEE SEASONAL APIrLICATiON'SCHEDULE .
:: MP RARY SEEDING SCHEDULE
DAM EMBANKMENTS
:: SEEDING_ 1 RE APPUCATTON RATE
SEMNG DATE RYE (GRAIN) 120 LBS /AC .
JAN 1 -- MAY 1 - ...KOBE;LESPEDEZA 50 LBS /AC' •.
1--,
�.
MAY 9 — AUG 15 GERMAN MILLET " 40 LBS /AC .
15 — DEC 30 ,; RYE (GRAIN)., 120 LBS /AG
.'AUG ( )
SOIL AMENDMENTS
FOLLOW. RECOMMENDATIONS. OF SOIL .TESTS OR. APPLY 2,000 LB /AC GROUND
w
AGRICULTURE LIMESTONE . AND '•750. LB/Ac 10 -10 -10 FERTILIZER ( FROM. AUG
15.- DEC 30, INCREASE 10- 10-10 FERTILIZER TO 1000 LB/AC).
: t
—MULCH.
APPLY 4000 LB AC 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.:
NTENANCE : REFERTIUZE• IF GROWTH IS NOT FULLY ADEQUATE.:
JAN t = : AUG 15: RESEEM , REFERTILIZE, AN D MULCH IMMEDIATELY
,
FOLLOWING EROSION OR OTHER DAMAGE.
�\ .
AUG 15 -DEC 30:.- REPAIR AND REFER71UZE DAMAGED AREAS:- IMMEDIATELY.
TOP. DRESS- WITH 50 LB /AC OF NITROGEN IN MARCH: "
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND
/
JUNE­- 15, . OVERSEED WITH 50 LB /AC KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH
USE THE TEMPORARY: SEEDING : SCHEDULE ONLY WHEN DATE IS NOT
•
CORRECT-T0 USE -THE- PERMANENT SEEDING. SCHEDULE.
i
` SCHEDULE
SEEDING'
'PERMANENT.- •
(DAM' EMBANKMEN TS)
Et3(€�IG DATE SEEDING MIXTURE APPLIMO - RATE
AUG 25 "— OCT. (BEST) TALL FESCUE 200 LBS /AC"
FEB. -- APR 15 (PO'SSIBLE ) :.:
-
,SO L AMENDMENTS -:
APPLY..UME AND FEI3TIUZ�. ACCORDING TO SOIL TESTS, -OR APPLY 4000 LB /ACRE
¢s8�
J1S�!
AGRICULTURAL LIMESTONE AND 1000 LBjAGRE 10 10 -90
- - FERTILIZER.-
- -
APPLY 4000 LB /AC STRAW. ANCHOR STRAW BY TACKING NTH ASPHALT, NETTING,
OR 'A MULCH ANCHORING TOOL: A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE' USED -AS A MULCH - ANCHORING TOOL.
:-.INSPECT. AND REPA'RR MULCH: FREQUENTLY. REFERTILIZE IN LATE WINTER OF 'iHE
�
FOLLOWING -YEAR; USE SOIL TESTS OR APPLY 150 LB /ACRE. 10-- 10 -10.. MOW"
REGULARLY :T0 A HEIG HT OF- 2 - -4 INCHES..
_ NURSE E --
BETWEEN MAY 1 AMID. AUG. 15, .ADD 15 LB /ACRE SUDANGRASS OR 10 LB/ACRE
_: GERMAN: MILLET. BE" ORE MAY 1, OR, AFTER AUG. 15. ADD 40 LB /ACRE RYE' (GRAIN).
_ _ e
a
E-+
z
W
E-s ca 6
�Z
I
"a a
s
z'
El
0
hd
A
z
W
+r s riet�r
DSq;;,9.
F3, .
a