SW8990923_Approved Plans_20171101

_ _
�..
59 5p0.85' 00
O 0000
N 0000000
%H. ZZ �� _+ O9.t,. Q QO00
0 O O �� �-
""�.. 0 0
\ r
\\• , EX.ILIGH 6 0000 0 0 SF F ND��
0000 0000 000
NOU
t t \ \ \ 00000 00Z
000 0o y
0000 00 --a J
00 00 00
00 ,..- 1 00 Oo ;U
0 00 FQUNDA�
t ti: 0 0 00o HpUSr
00
00
0 00000000
0000
00000
0
OOOOoa
4 • L' t 00000 \ 'A1
` 1
_ R
M 0 S e O
0 0 0 0 O O O O
O00000 \
':�• - 8 � 00000
B
t nn 00000
E OM 8 iN E o000
U11A G H : o o
C1.ASSR Nt_19 75
9�O X.
<o 7
VE
\ ; ' CURREN T PERMI TTED LA YOU T 30 15 D 30 60 90
E LI `
SCALE IN FEET. 1-"-- 30'
r•
`\,.f
1
_...w. ._._. _.
. , _ _.. _.
--- _.
SEAL��?
�r
.4.
" 025483
• _ .. REPLACE PERMITTED IMPERWOUS PARKING SPACES I fTH A
16 FT X 42 FT SHED FOR MAINTENANCE EQUIPMENT51
;
00000
N 7$ 59k 22/ ...r ""'r o 0 0000
o .. oa 000
\
00 00
° '' ~ —`-,� o
s
000
ct;•. r. EX. ILIGH 6 L RD�C-�' _00
j
v 3 ` '- j r.: 1
r t o 0 0 0 0o c H�'E F�NO
t t
t 1 OOOo0 Oo Z C�
000 0 o m
m
00 00
HpUSE F
outAD
.�.' a � `•.`•ice'.'' O O O O O —.
,
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILM/NGTON, NC 28406
[phone]
-PROPOSED LA YOtI T CHANGES
a;
w
o~
o<
ECEIVE DATE: 8-21-17
HORZ. SCALE. ` 1 "= 30'
VERT. SCALE. N/A
BY. DRAWN BY- RL W
CHECKED B Y. HSR
PROJECT NO. 11-0238
30 15 0 30 60 90 DRAWING NO. stormwoter-ex
—
SCALE /N FEET. 1 "- 30 Sheet No. Of
\ / APPROVED
NORTH CAROLINA ENVIRONMENTAL
M-A XAENT COMMISSION
\ / .a „ J 17
/

I
/
I
/
30+ c8
!
30+ 33 I
i
___-- __.__ ____.-._.
_._ _ _____._____,__._ ______ ... ___ _,.___.-...._____" ___._ ____ __ _-__-___— _____ ._______,_.______"_ ._,_._.____.-____- — ___�-_ _ ______
1 ii' \ 1 '\; . _ - \7f�f, //
_". . lit ,t, ,, . �\\, J- 'c
__ ,
.�.__� I z
\ '� - i\i \\:, `r, < J�I�M( > Jj`��A'4.1 /�,� St03.tRr.f-v,:.i" i
_- - .�(�
_ �'il• ` AA, , `a �-- -` ',1`0 ' -, ; 333 FAYETTEVILLE STREET _
\ r : Z i�
\
koy T 5 s SUITE 1000
w2'K . Li:' \ L7F
l , -
.,
.> i
col
RALEIGH; NC27609
, , `\ r t, v_ /... - 1'1 919 828 i 876 FAX 919 828 i 877
\ �t\ \\ :� Cr z f7 VWWV.CLARKNEXSEN.Cdlvl
1./ / % \ ,K
1% 2T p vE
LI "t G 1,
„ ` \�11:1y �� �; y 3GG, _ CONFORMED PERMIT SET
v v �v �i vv
toy 15
i t -s 140
\ r. 3v Av 2�,97
y y 30-� P v v "< �i, \ ,1 , �.r2StAy �1x�tNmut�q�r�
o.
\ \` •\ i'\ \.,-.s' r''J?' ` J`0T H' �v \/: -\.% ".� t} f.:r ~, ', C
- -
f Y
' S ♦:
�t \ \ `\`. \� \ \' \ - �. \ / \, \ 3C 7 v / i Vf ,a'i. " ,, F� S/Q L
_ L t,, ... \ J
r _ \ v_ \ \,. \ \ \ /
i
t � s
/ - J
.;
\ J _1 1
..-m-_may _. ___ _
�`
\ T-'P JR A . A/A� U LAND Lr SUR Jr_ Y' , �, \
i }^RAP-t t' r_ ,- l c. .I sty,_
\ � \\\`\\ t / ` t /% e a \ i % \ ^ S r�V.:Y SaU . DATE E. r BF.t1ARY i', tu,.3. ?R V'.f3F� i -�6♦ '� "'Ci1l �`�.
\ \. 2 A
\\ \ \ \ \\ 1 i' 48 /r 70 31.r 15 a% `.� JJ ,E'Y 'B,IB M. t NES. �?., C;? , 1"Nj! Si ^r'':: rS,Ja:CiN, ` R,� e2GJ
\ \ '� \\ 1 r, .s77 30 / 37k \ / I tic 28401, 9?G-763-"194; I ,,11niKEb!l � a
\ \ \\ \v , 30+ 13 30+ 65 / I � - > "---------
\ \ \ s 'C� \ \ \\ n 1 / J 3I 1 i c, l Z0
\ \\ \\�, \ \ \\ / + �/I/ 30'30� (t + 137� 06 d✓ 31t 3 31- •1 21 3i-t °�
\ \ \ i i / , 30 58 4 `
`\\ y� \ \\� \ �� ;' EX BLDG ! f // 31� 11 i
�\\
_.
\ \� T
\ \u` r ,
qg 4 t x
J \ 1 \\ \ \ \ j0 � 06 3S I _
r r
\ e
/ \ \ \ w�\ �' -\ i. \ \ \ \ ! f 1
yl C t\ �! \\ v\ \ \ \ \` 3 \ 3 { 5e \ t i / / a ;9 ' f J,t?7'(0 rhe `!!r✓ B 1!
i ,i \ \; °. \ } \ \ \ \ i t+ ,<A. 0a jla t �' e r'1.,D_
, `r\{\J \ \ \ , \ \ 3'V3\ .1 3. 31 O,lZfr7 ii POSS7bF/,Iies
\ 3G 3" 3"r,"
/ ,f1 r, �`7 \ \ \ \ \ i 3 \ \ \ i � \ 3It i2 s
L u� ;� v \ \ \ \. \ , \ 4 \ t / % _ - �1 -----'--- _ _ __",-_ .__
��� J \ \\ \\\\� y f \_\ f \ { \ r 1 \pf 3ik � k C CS t7
J/ >6 4 1r`\' ✓ \ \\ \ \-1 \ \ 3t TT i i 31 \ LO ' /l - \ ;
-N r` �� , M; \ \\ - \\ s� \ ,� \\�� LOD -,, ` / i /` Vr 35 TROUT111/lAil1
v - s ;
S 1A� r Aa5 \ \ \ \ \ \\ \ \ 'i + 72 Ii� 3. t ! i
�1J L ` t (',�E t� i' \ \ \ \ 3 / 31 �Y H� l0 11 t
I TANNER
\ \ loo F \1)AD D It► / I CRISER TROUTMAN TANNER
RG ` � C 4, G 3, 34 3 egg \ \ \ \\ \d \ \ \ 3� 6z
v v i v v LOD1/f �'AI ; P,'E
1 v v� i v v 5 �f -- // 3I ,•, I CONSULTING ENGINEERS •
) 30 r 82 z y 45 JJ I \ \\ \\ \ \ \3 � ,k,\ \\ 31-t- 55 3 � �ATI� / 30,,_ 46 I
3809 Peachtree Ave., Suite 102
31 J r \ \ "� \ \� \\ \\ � / 73 i Wilmington, NC28403
2 LIMIT OF DISTURBANCE
J u _ 3r . - 45 ! (TYP.) , 910.397.2929 Ph.
\ J� \\2\ \ \ Vim\ \\ \\ G^ ,i i'� \ ����- �- `moo \ l i 910.397.2971 Fax
� / r _ - I - ? ` ___\ \ \ ` / r CTT lob #6729.00 / 32--�__
\ \ \ \ \ \ �a _ t - 3+' \ \\ i o Firm License Number.f-0113
/ ---15 i
40 -�-_ \ h � I
_3 84 1 \ \ \ \ \\ \ REMOVE TREES (I (i __ ���'--�-' �,�' \� //, I 1 1
/ , 2r�r_ \ \ \ I \\ (TYP. OF TREES WITH X) \\ � 1 � 1\ /. // \\\ . /
a !pis 1249 30k 75 - ^jAJ% �r, cD 'K \\ \ \ Av J V AA �7 , A l v v V
30s 4. 0 .
�A -
�,, n �, I n ° \/ f i' z ,z \ \ -,-32 G \ c r - \/ rA \, \ ,,�3' /
(� �p
,�,` , . -
<j 1 ._ �A ' ✓ .�.-4 \ \ \ 1 f \, \ \\ j F f s � / . t J T FENCE i
\If I \ E f TEMPORARY S{L
' 7`" -- _ % . ,✓ , l \ \ �\ •'y C ,i M fir/
;,
D.
f.
.. ...` _
1 ) \
u
,
/ — ... -
'v 1 i
-.. _.t \
w
, to
\ , __._ .
'., / f �-7 ,7, a. ..,.. >` \ / i \ ' � ,n, i ". , , _ 1, e /. ; \
, i
�l
u.
/ _ _ ,
1
r;, -
.,.r , t r r \._ r ,i. \ ,; "i ;f is .3 \ ` r.' ._ ._,\ / b J ,,/ i / wr V�o.r
.0 .� r ,� � i` r` yy, .y, c , ti ;t i • ,. ,Y \• t, = r-- , J
n s,
;\ �k../
! r" t
a
_ �,
\ > v
„ a, . J ,
, w_ a TEMPORARY TR \ r , _11 J EE
''
,...:
PROTECTION FENCE t\ ,: r -._ / \ r
11 i,.
(YP.) I 3:g \ ter% ! G'+^
r,,'
N ;
- �''
r
{ ,
,.
r ,
:,:- 43 , ,..'„ r.._ C. i• i r , �- y \ /: ! *C v C 30-,. • n.r -
r
a , ,
J> 3 \ if ; r %) r a \ t
- 't;i
,
r r
- r
4. ,~ -.
�. 1 ,,,. ,
r., n,..� ... -,
r L .
`7
N _
} g
i ,/ / 4 3 v. ti \ _ \\ \ \\ / w
c -
u^r. ya
-' -.r / .J.' 1 - I cr, i �4` l J ' ',� --c / \ \ ✓ J i\ , ( 0 5
�� ......,.. ,� , `- __ , �" , r... ` . t t, r'- '' f �" n t. i r 4r < \I \ /// ., - < j 4.11 , , r l /
J jJjj1 1 t
., _.-, ._., MM
`,".,.w --..ramp -�. �jf ,.,.�. :.� y.. ..-. - /,'.. l \ W
."_ v �_ : -
_.
_. ":._" - /
,,r
. ' - �. _ 3._. _. r� a., s , +.,., 7 .. / I / G ^J`' a + (i S'3 : 32 \S: \ r�
-.,. .r.,4 �..^. ._. __-
i C 1
_ - - J; 1 J
w,,. --- e r .. M rf
11
1.
( V N
`�--".� ri "`-�_-fifi_,. --.. , / t\ :.. '__ ;.7 } r , tI , / I t ;8 ; / G :i ',./ `l ',vt M
_..,.
~ ,
_
_. .r..,....
"..= -ram- �\ . r. \ r __ .� - '- '._ -.. " ',�.. ( ( , ! , i,' ct:.� - „t ..3 ^ ,
ter~ ~ ,''�-�-,. r
.� a._ -.. `'-,:.. �` - A l., i L t \-,.\ r lrrr 1 > i'r' , 1 I . J / i ,. ,i r, a '"�..
' \
-- -.-. '� f1 ,-- �- _'--,- -� .r- _ - ; r , _ r , r• ::1 r. r rr 1 / ri f nx 9f; >- 2: t r„+ , _`i `
-.„__ Y �,. _ — r , ! 1, > / / _ 3 3U., , v , \
5
V
- __ - __.. - . _ - / _ I
-i _ _ - - - __._ ,r / " / _ r �,{�'
a.- Z _ _ - t W "fie
a _ "� __ „ .
c / 1 \ ti u i v \
1­1
I < i
5 3 / .--/ J II , t l l \ i t / ,,
�~ �r
,1,' 4 / / - -
i;, , "
_ _ - _ _ _ 2 Y 1 , _ _�
a �`— n ^� --.. r^^. r, n % i , �.: \ _— \ 1. 1st / ' L ; i
\ t� \ \ 1 I j r3 } l
yr l t,., ^- \-�.,,',; 78 ,irvCv' i -DEMO r C i �X G'' 71 \ -33" \ - ".33 / �:. !.
3 \e, ~ , 3
`- ~ l . , ! 3 - ! T 9 2,- _-
I -ill „ ~ 9. it'7� !` EXIST. YYBR iNE o � _ - E �..` cri) (�
r. -_ r-""�_,,. ,\. ?r, ,.,,,^ r --- v '- - Gam' o� ! ( / ? / / / J .-3 -
L ; I --- . ' - x9 Z \ 1 - J 1 / . 50 , / ti G i '; \ � � E. Z i
.,4 '', 1r. -- ` `vFJ - ti _ , 4t �. - J 1 , 30 ,•✓ / -\ Gf-7 r c„ . .-
// --- ~- 1 t l J/ 7 �+ Z
�, _ r ¢� / it
/ / i f <.J
,
r . ,2 .: � - �_ \ a " -- hi� (jJ / Y /y/ Y �j N
>a. .x „ "' r J r - \ '-r __ -- r 1,% ! f\ l 'Y !'l\ / \ ' ' \, >°i G.. �_
r �� Tr l ��
t 1` — - _ -
In 2� /J �, \ 3- G J i ca
\ ._r ` w "y1 ��. i v '>, f . •f \ 3? a ! _ , _- __ -33- -- _ _ . __ -. -_ _._ }.,, ' r.rr
g �- , - P _ Z
Q
\ ; �'�'=v1a... r --. G ' ---,.o " -tG (- --� t i 7C--, " zsi-.3r• J , J J.1r -. - I,l i t,. r,, _ __ __ ._.. _- ...._ ._.. _ /` , -. - --34 - -' L! , , \J f O [, ct�'
\ ,¢ -- �\ ..� `"'.'� - ---.."OD I
"- -- j ' \- v_ ,. ` ` n l r lit -.._;� v; ' ix; / J _' ..'"z2'-- - :�4 f \ --, /.. ♦�.�
1 - �_�-.� ,.. ``. " If r -...! 1 , 0 t ; i ;' -,! -t " 3 _ , a - U 'L. /. �.. �
`'�--.- \ vJ.: ``_,'�^�' .z:'- __ .\,r %!t a -y / i,i 'f ._ , - r .\!J ./ �-+ Z .- __ Cam! a ..L,. r,. - ! . -- _ / n_ r1/ � ,^ __ J'' - 4r sc.. M
�_ `
\� /
J / ,/ -
n �. ^."- r
y � - (' j d a„ 3 .. ! b, I l ( 52, \f W
,fir - _ ti--^a. �„ 1. i i / mow.
_ .._ _
�~
��.. `---`�.._ a 7 ,. , is \ �'."^ '_-- „ �g '„t,..~ ! r ,4` I ( �fi" f ,i;. i. l� )z t"'.. (/�
r�
~
_ \yi \ lJ 't \\ , / ;'7 ( 1 J; +G1J le --I 3 3u 3 1 �- _ :7 k (�
r
- �-� Z_� / 7 1 �� / / r 3v J \ 2 61 -- � - 3'- r ;t e _
00
_ ..,
32`* -'verse �..,`_,;l'.-.` �.. "--�.� r' a /y' -',- .__ _. / '-' -'-3-`3-''--. =� `. __ .."_ _... -_.. __ �u r ,t` _ _, __ ._.. _ ,. QO 3� '' 24'. ^; 4' . r ai\ t..lLi ' \,;J a
//, . 7 7 � . " �% 7 a - / ( / ?. s 29 ;,a - r ,y r
. , 1 _ , I J -- v , \., i
TT
rr {/
,,.. - "^ <..S / - A /� _ ( -- __ -..._ _. -._ ._-. .�....... - - ' -_ -._ "._ -dam- __ =`'"
„ _
Ili
j/ __
• r - -� -
32 =New
r, - - � ~ � � l 7' � / J - - =2c- — , ;.,s,—,g3 _- -gig.—"_ � =—__ �'� LOD J �s� =x— � _ i
{
e - -
--
,
/ / 63� / O f / --_ �0 f1 n — / r� ` 81 _ t e € rS\
�. Y '
- ,, ,. ., x l
�\_ A _
TOPOGRAPHICAL SURVEY BY - _m
t 'I T . [l
,., t ` __....
\- /
y \
ROBERT H. GOSLEE &ASSOCIATES, PA, '_ - \ f ! t \ n2 t . \ !it y . ,
DATED MARCH 27, 2013. ALL EXISTING / / r - . - , - ___ 33' - ; \ \ a /: ;! 4; i
,, R
i a l
INFORMATION i / /, r, �: \t - f y �! 11 x a5` \\ 9y i `' 3 _ R SHOWN HEREIN SHOULD I.G `3j \\; / f� _ 9' / ( 4;i 1 t, ``_ �'
BE VERIFIED BY USER. $ 2 35 r \, \ \ P / / l i /_%F fJ , C._ r //t o!� /` , ,113 it I :', , o,
�-
R
_,_
_. -' r ( 1I / ! l I 1 ! f ..--' , �'� , `.,.,.,,_. r-t c„ c" `1 '^ ? �,;A' \ / / i
___ _
< r `.
T,1
12/
1
$J r
12 1
, ,/ _
{ //
i AK
_
?7/
f tj
_.._ �/
t
y Jr
1/ ,/
2
;
22
,z 1f
227
IfA pr r
t/,r
J r rf -
ti
I__. _
✓ Jr < " --.,-.----
fir/
I ✓ /Ai t:. _
1i:{ _
} /
14 4
/3
r! r
r2.6
,_ .._
1r' ,A� cf.
' _.._ _.
/✓7
.... _.T_.
4/t r F
_ r
t ,
2
i !,-
,24.E
./ / K .. _
..__. r
__. I.
_..-__
K
1� F
- / /. - .__
_
t
1 ! 2
✓
f
Ir
Y 1l
, __ _ //�
% lrC ._..,_ __
/✓
f` r
/ !
r -
T /
_
`_
_
r
_ _
/
-.... ._._
!! 4/`
a ?
, l J'
/ r
.__ __�
J ! c r / 7. ,G.
- -
r
/
, �. .__
iTh r r,
- r
-
1' c / 77 S ✓'/
_
,, ;/,
r = , ,,;
30,+ 46
---- -_- - -. v _ -- - �±- �.._
IIl1 L00 � LIMIT OF DISTURBANCE
u- TEMPORARY SILT FENCE
L�-•--C— TEMPORARY TREE PROTECTION
EXIST. TREE TO BE
/y_Q11 X REMOVED
S'GA'trEY A,FGE111D:
o
n
'f'f ,R PIPE FOUND �h c
f
RlCHT OF VIA( MONUMENT
0:0.7. RIGHT OF WAY DISK
___-___".__,_
BOUNDARY LINE -- NOT SURVEYED
— ----
RI r GN OF .lAr 1NE
1 ' L
--
CENTER LINE
-- -
/IETkAND L'N£
- --'---
CASEMENT UNIE
_____ x ___
_ SILT F£!=ICr
AR£!t UoHr wT,tr 2' CONC 8A5E
}
F D -
n r , vl, POLE
G_-
POWER POLE clr ;Y7R' e
'Q
FIRE HYt1RANr
IR
fo
tF
¢'1
/A V? ALTER
i�
F _
c Ph` Ghc tG.';A?
Q)
! S !AL %E
Fr
sfR �, sr-;v
,
'\
'1
\
tr, x R. A 5r ., r -
.. R ,hV ., !.
r7 f fP . G t
a
t ,Rr + t L
-.. XX f XY
SPG. E1t,1A..,,r.
i ; Q �1 // / ( .I , .. _ / r `---- -2> ..\.., p r "1`,x_ � 1 ' /sY` i a/ '1 , `1 1 / ` i � IV s
\ ( �O f i � J` 1/. +64i ;q' ir- �s L.I/'J� - — i"� /�% /// / /i,_-\,/I,'''1?( �' 3
/ 1
� /
-. < ,_ .__ _ , \ 1 1 -t l I tl ,a �/`� ,!_�,."` ry ._. -- !�{r`J" f - '_'f� v`.'/ l' r // / ! ,.ti+ 1 \ t-.-.....___._' __..__-_ _ - __ _ .._..
-ta rl t dr i I : / .... ry'/ - _.......--:.:-J
~
/
! / 1 r� —ri
l ; i x /' _ < v G' r
3'Z'•fi /
1 1' J
/ 1 / l
i. �'/ ^�
-
t t / _ F. r - v.- 3-1 J - -
_
! `
-.
t li (!
�, 7 63
N 1,
-
j ' V '\
— S
/
� � _u 2y.. J s
,r/ - ,!' . , l J • % /- r, ✓, f :./r . -\- �.. _. _.-- _ i t / / 7 ;%
t 32i�3 J{t / f yrj. �_ \ \, �/ -art.
J i \s� " s^
/t
—
j / A
J
, .
-I-i
,, r,, �-�-.,;, i -,' '
7i / j "Jrti �"+. ,. e. A 4J /
t 1 �tr\ ' _ E CN NO: 1602
__
DATE: - '
49
20
h T 3v i
" ! w I islarvs
- REV
// /j( -j - � :G. .v \\\ 3 --- -. /-: No. Date Description
!tiI APPROVE
so .� o-,-! i_ 04 10 15 VE PER
f :, \ I M T SETRalw
i a \\�\v ! _{ 2 07J29%15 CONFORMED PERMIT SET * q {��
{ � �s klf�
/ \ CO
Ra►
J r I
1 % 11
`
j O
O
O
l
/ i
0
AN
i
1
!l7
It 1
"Ij�;
All
I f !
/
Q
r,
- it
J
/"
t
r
v
I
1
t'
11
I
11.1 I 11-1 -1 _. I 11_ _____ - - I - -_ .- _­­ - ; , - ft
SUP.GFY PFVE'RENCE,
c
V €" n' JN r 1 HP F R Ai? r- ^ir' ,rl � / E DG !tY
�- u KSO.J,
Y
✓/ E✓ 0 Gc.Ek, 2r',17 F,;JG s..:?EU A.r ,u SEALE(i
f P/A .. 7ti P 8 RK A ft L5
1-
A fiL£G Fl✓ K /89. 14 O
r, c^' n n
rc D BOOK .se',3 A 5 i O.J I J O PL 113c.E £A FdENrj
DEED BOOK 42t6, f1,!=<-" 877 (NOT PLOrri:DL£ c/5Fl✓Er'JT)
SURVEYORS NOTES
r
5 F fi f 7, A U / F � P,41A 01:
G
A� PORrfO^t Or` IIS PPOP F ' DOES UE 1IIIHIN
! c,�r0l F: r r // t?r t r rl,
.`fit. !� I //.' ,nl., r. fEC /t' UI.I,i: Af%. 1, /0
fA r /
I a
MAP AN7' J// t} } ,,1/.' ✓! rl. t:r?r ,_ .3, 2
- POUADA 1 , T1 ✓ Ft FROM r , x ; f r „ wjP r . 1/ r_�
y ,
l 1 ._ Y^ f e✓ ✓ K t !� n. !r G _ � / � Lr Art ,
3. r !7
! a
P
. r a.
/ r r
f - %J r K r 1 r,
FZ�tt t
� tfi'r
uJ Efv{ N7 .
! n
c ,�£ \lA � y r,
F
ri</r.< U r l tc rr: : 5'Mt a✓Jly ON fa �'r'f=.7 Ilfi?E" .: , �/<vr".::
f C
( r t ! / I : v t ! L ti.
}
t / ,t r l f Fie ,)Al v, . ,..., AND PAGE .,; F=.,
f.,,- /
r
,- ON l
_
,t _Z
v ,-,
3r 0 30 60
r._
Cl .. _-
SCALE:1 INCH -= 30:
K' FEET
DR'A WI N IS I D EX
SH T.
...TITLE
CD101
EXISTING CONDITIONS AND DEMOLITION PLAN
CG101
EROSION CONTROL AND STORMWATER PLAN
CG102
DRAINAGE AREA PLAN
CU101
UTILITY LIT
Y PLAN
CU102
UTILITY
IT PLAN
CG501
EROSION CONTROL AND STORMWATER DETAILS
CG50 2
STORMWATER
TER DETAILS A LS
CU501
I UTILITY DETAILS
- WSD 1
I WATER STANDARD TA DE ILS
W -_
SD 2
WATER
TE STANDARD DETAILS E S
SSD-1
SANITARY
ITARY SEWER STANDARD DETAILS
s
SS -2
CCFPUA
FPUA SANITARY SEWER
SE STANDARD DETAILS
SSD-3
CFPUA SANITARY SEWER - A SE STANDARD DETAILS
!i wItMv --!/-15,
I
EXISTING
S NG
CONDITI
ONS AND
ow —
DEMOLITION P N
, I
EWIM
E
pGb 1 '44
BYU U �
SHEET: 1 OF 13

... I _____ 1­­_1­1___­ _______ -1 -1----------- - --- ­ ---\ 11 --------------- --------- ---------- ­ ---------,-------- -.--------- -, ­- --- -.--- ­ - - ­ - -.------.------------------�------- ------..-------------- -- - - ---- - ---- - - -,---- -------------- ---------- ---------------­ ._­_._­__­_­___1­__/7 ---
, �--,,-­
1- ---- --- - - �. -z \ :
\
I "
`
" ,�` " - % . 'I �,\ , ,
I � � ` __
,% _ , '� if
1".. ­ , .___1�//
iv, 11
la s
I ", . I � ­ \
, ,
f,
I , __- I I .* -
:D'R - !
i \ � 11\ Z�} ­-}",� \ ,,, aryl �� ' 1­r� i \- "P/
I J j" ­A'X�, - ,-_",-" lN, I r_Ro�,/j A "I ' D,A'r
! I ­ f " 1, , �
�' 1� � ,,, ; i \ I 11 I A , ,,�A'! f I :
-.-- I , - N- , z , , �,Vo
i I I'll, -<� " , - 1�5�
I I Ili IN, � - , 0­' 11§
I " , D : N %\ l
,. lo'll - i I
-7�1�, ,� , , 333 FAYETTEVILLE STREET
-, - ,�
. -, l ,V -----
__ " �:� , , ,�!
, ,. - " � i ��l
,\,, _(!S�, __ I I � �, "
� - 1) � \\ �1-_�,�� / l: SUITE 1000
l
.
I _r, A i �,_j - I
. . I ��-_) ,
" l'Al L � �- , - l_� f , -1
I I , I- . , r, I ;!
- ­ �� ,, 1 3j-, 23 �l '��tM11
lik \ z ­ 11 l ! I I
, 4 �3 RALEIGH, INC 27601
I f ��n
I / A,.`,, k �:eo, - - 9" _! \ A �
/ i . I , %�, \ . " - I , 2 JrI i
/ 1;', I - (- , - N/l d �_ \ ­ ;
,�
I - "', 1­1 r " l" ! 11 / ; 919-828-1876 FAX [phone]
I
\ � , " 9 I ., , V � � -&'\ \ __ � �_ , \ / : VVVVVV.CLARKNEXSEN.COM
, � - \ �
.1 � \\`1 \ , �[: � I � , ;
1, � I , % " ­'tj, , ,
I \ " �, -� \ , 4
I -_,� . t I I I - ;��, \ � If / -, R
, nN , I E ,\� i
, l ��, I E) , _- , I
I l �,% 27 � , Z V�2�7- ,,�. !
/ l ik,,I. (islo I I \36
\ ', \ ::�� \ 3�­`� ;
11 . I \\ 1� / \ 21.4il, \ '1% 1�1�1 l
. ., I " - l �! I
1 � I - -1 � f
I I 11 - � \_ f
i 11 � 11 A ') I 1-1 -,�,__'u- �, , ,,l .
I I � �:il \, ,.�) � " \ \ I — �_ 1. % " CONFORMED PERMIT SET
. , , , , 17, _-
, I
: 4
,1.1 ,'_,,16 1, - . �
I ­_­­L__ ­�..... .
I � I 1 :5f)- 3F; 7______­_,_ -- i .. 1-"
I , ., " \ i #` ess ,
/ 1.4 \ \ 29�1 9' ,, ,�f AR CA \ ; ___A._____________ " CAIj I I ,ot
I . I _
11 ; I, \ 29�. 80 � -_ / "�, I r ! _�A� � N, \ ` r'; �,,, � � T \,/ �A, �l " '� l '0
\ I I ; - I i -j-�r ?5 f V 1 ,
"\ \ ,�, � . f4
. f : i F_'­ i
" \ \ \ I ; . IV! . It—
I I I \ - ", 11 � , I .
\ ',\I \ " \ - - - -, -_ -_ -_ -_ �ki� I/ I I , __.___.___._______________ -L'-1 I
\ , I I f)n I -
­� 3l­ / I ill
I I V1, \ \ .
-
ll ��­ I ,�� \\, I \ \\ � ­ ,�\ \ I I I
\
- - k
.�
/73�,\ / - __ I
1 2� ­ .-
I - I '; T 'RAP,' 11 -A LZ.
, 1;-Z I N-'�E) \ \\ ' L i I Ix // �, � \ 11 \ \ � !
� I , / � ... I 3P�G Hl- ,OR 'W l /ASCM LAN`1, T;'l E SIURVEY"i
_� _�� -, 0 \ l I I \ �, - �, - t \ - - !
'�� , , " \ �, ..-, , I.- I ;S'jRVtY !SSOE: DATE �7EPRUARY 111, K`13, PROV;:)ED !
, - (isl \�, \ \ " )k - _i / \ � 1
1�414 \. , / \ � E -
. 7-9.45 \ V. , : 20,;�� ,;/ __ 15 1 / JA i8Y 309 V. JONES, H_ , ,.
\ � \ 1 5113 C�S�.',J�jT
�� \ \ \ \ I ! - I , �.�I i , l - ST. VA�_,MINGION, ; ,, 7..
-\- \ ,\ / k 43 / I 0 � I \ i - iNC 28401 91.0­7;.�3-1941 ! -Iiiii- j.1 I
. \ I \ , - � 1-t I - I - I ­_! 111-
; \ \\ , I 3C' ; I ­ ­ - /---.-,-.---,,-,-----------,--- ---------
. I ­
�,�,\
: I j., \ \ I , � 30�, j IV I
; lz� \ " " \I,. ___ / / i
C \ \ Xl,1�_5� \ I I IZ 31-�- 31 7 , 27 1
. \ \ I I l
i I
i , - i , \ - , / l, �(), 30 / / `��'t, 3 _��
, �\\
, ,,` \ "_ )
I �� i, 1 42
1 � I .
I 116 4� \ I _� -�_[/ I j I
, �) �,\ I/ __ 3,-06 3"' ' I i
,
\ ,
, I _D
,
i ,\� p \ \ , - \ \ \ l I I 8 / /
11 1�3 \ \,\ / 30'� 5 11 i
I \ \ I / � U ;
; \\ - \ \ \ 1 17 �q
.", \ %_ \ , \ ,
I--, 11-11 C; \ \ \ l _- i /) / / 31+ � . i �
�
Q� 1___�, I \ \ t I i I
/ \ \ \� _X F i� I - ­ -
I /
I ) I ': 17 - k -,LD- � .� -
I I - i
_�� t
&I \\ \ \ \ \\\ �, / L----, NI) i Am - - a - --a-
, \ \ 0 1 - \ / / � ; / �
t � - I -
/ \ \ � � \ / � __-.,J. __ I � - !
; I 11 119 \ \ Colejene.st
�_ �, \,\, , ,\\k- 1��\ \ / i ,\ I
, * % 11, I _f* / I 1. ___5�-- 1 1, .1 .
� ''I I- - i ­
._ I � I I 1, "..,11'1.�_ I ­ I I 1�
I �11� I I I � ll
­ I 11 I " \1 . . .1,11 I I I
I I ;�� .
, - 3 � ' ---, I
, l­� / \ \\ , \ ___ __ � I .
\ 1*t� "\ \ 31� 24 '4� / k i 2
I IQ \, " \ \3 0 �' J$,"� 0 6 . � . I l r
/ i \ ! / -_ f Sr!goino "he Envir,)­rnent
. I I I
i / , �\\ , �, _\ \ , I k - I ; I �, \ I \ \\, --- 1 e, �,� ;
"I
\ ", ,j� i
! 1\ ,,, 1 1 _ � � "Yeolizing 'he ,1105-sibhlliiies
� / , -,�, \ \\ \,\ 1,_, 5/ \ ; A ATE 0-5 / \ � t, 301 3�� �,,Pa i : ! P r I i ", I -
- T-A , , ADD ALTERNATE I I .1
i , - \ ,�\\\ \ '. ,\-,\ 1 2P 1
\\
/ 1.r) R / \ \ 1\ � \ ,\ \ ,,, t \ li�
I ll-,; � I ---,-.--------�---�-,--,.------------.------ - - ----- ­_ I ,
. ­ AN L) \ \ \� \\ i I �3 \ � i " DYNO WATER STORAGE/tANK \ .; I
f
: , i L_ � 3 TEMPORARY ; -----. -4- N
i _ f:�y \ \ ,,;� i ! f "i -SEE ARCHITECTU�Al_ PLANS -
- "' -If �) 1-1 * \ \ I \ , - \ ,-- CRISER
-,-, \ I \\ \ I)
i TO 11 \ \Q, \ \1� \ CONSTRUCTION __�,,!­ �
/ - ,�,._ ro Z, v X11\ . / i I �11��
i --PA ! 1 - �
\ ", \\ \,\ , I 1\ \ ENTRANCE 1 � I I/ _­ -1 \ '7� lqi� /I
\ _\�'. / ,­3 1 *00- P
­
; To rh U ') I �\X, � -­ 0 \ L7 33.18 GR VCP7 / I TROUTMAN
i lP, ! � �-,�! \ . \ ,��TE,; 4 Ab 35 1 " _4111111ft -
I I I � ,,,;,
l ,, A \lc ,,.)/-O�- \ \ \ \\\\,\ I \�, �_,p 11111111111111111111 LOD 3" NV , / ft . 310e I I �
! : �_l,pj-�', IZ --_,, lN ­11 - I I -
. � �_l �� \ � _ \ I
I , __� I I 1 30.70 S. INV, ___1 I , . INSTALL I I
- 5 _� \/ . _,� �: �00 TANNER
: !,A�-' l-/ � � \ 1, I jr L., . ­ I
; - \ , �e I �� �� - l � I I . I _'1;11 - - 11 ­
.­- I I I - I 11,28.72,--' : �, ll I I
I /" .,-, , -:: --,, -, - '' .- - ­_
t - , I � MONO_I I':_ � 1� ____,,,�_ i, "I' �',_:_ .., - I
: \, ,
, I \ \ V" _i­ I _. I �­ ­,�,�, � - . "I., ._ ". - SEE RCHITECTURAL LANS l . - r-L5L- \ " - - 11 i , - ­ I I "I 1, -_ - , ,��_ __11 - 11, I
,�_ �, I - .11 -, I I , o_-��_ I z � �_��_�,_ '--- , � I / CONSULTING ENGINEERS
A < 1 -1:7 �Iftft , ... I .1 11
� 'l __ ' E_ - - �
�( \ , 1�1 � W. LNV�"' i ) " , . , TRUCK ASH STATION CANOPY, CRISER TROUTMAN TANNER
_i"e SQr7d or')J/ -X1 \ , \ _,� .� �, I
, 29.22 E . , _ - !
_ - _ 'l , �
F to Lo _\��, (-) - -1�- �2 ? , ,.:
A��_ _%ft!
,
1* , �\ --i * ,� � F P
i - X\I'D :�j -\.) � I � ODIIIIIIIIIIIIII, 0 -, /Z i
jli ,F : -, n-r- 2 1 1, ,_C� I � _;. I --I- � l_ 3,11 45
- I , , � - I - ,�� I � 11 ". � 46 ",+ I
I " � I � -_ _,:�­���,_�,� - .� / I
: - r, i� t� i,� - ­ "I, , I , , .11 I . � - , , I 1T!!!rr_ - -_ - I ,l 01 ­ - I ­ �* - - �:­,, 30� 3809 Peachtree Ave., Suite 102
! I - / � 4 99 \ \ \ \,_3 1 11 I . I- � , - : ,, : .- 1
4 �!A- 3 \ I Mmm � ,/
� 3r,, \ � , \ V_� � I 60 I - -_ 1, I I
i I- I - ________1z= - __ 110 _11. _� I ,' I -­_ SS lf : I
�,
i �, I/ - " � \ _ I � , - I I 11 I _VA, 11 I - 1 -1- : ,:,,��,5�:��­ 1 ____7--� ­ --- - _: ��, , �_ -
� / : \ \ _. " \ 11 � I � , _,z -. /­1 �` ` , ! Wilmington, NC 28403
� I PCP - , - .-,- - - _ - ­ �11- I -� I I" ­ - - , - " I - "', _�, �
I I I - - -----�-'-� �"� - _-, 11 �, '' ��, " , \ I I : k 1,;, 45 � M4 . � , __­ __Z.F1­_ � ,
46 -(- - V_3-�, \ \ 1X_ CB /, 4.11 , "� , I
.
j:� \ Cj I - -1 _�. , - - "_ _ 7 I'll �� 11 I -1 - �,�' ­­ I -, " ; \1 I i
82 / \ 11� , 11'1�_ . 33.45 GRATE � _�___ 30". R D --- ,­ I - _.��";! V " I" 9iO.397,2929 Ph.
I / 30�� 3 / , \ \ I/ , 33.17 GRA , �� " - - ... � "I ­ __ 11 I ; " i ;
� i \ . %;,4 .P �,� , i , '­­ ­ 1.1- I ,CB8 -1 1�, I "". �, �
i i 28.67 INV W , I . , I I-CE17 S, , ­34­ - -1 � ,�� , / 910.397.297i Fax
, I , , U�;RF , - - _\ I I / . I 1.;!", 1✓ 4­ � ". j , 1-1 , 33�01_GRA' l-, - - � , 11 I i
,\
! \ , ,J> I ­ �­, " __!', . - , , ,�� - GRATE
; . I - I , , 4-k - - ..,
I , --- , " -.11 , 'o, - I 1. - ZPAI�IINIV,.� - - - --,� �-4&,4-��,� _ I 11 z� � L i CTT Job #6729-00 Firm License Number: F-0113
, I I W I - I—— , -_ "I, _�, 771NJ�tibpl , I I 11 ­ N 11 S � ( —_
\ / \ V ..A * "I-11-T , 33.29 GRATE &� � ,� ,1
: I I � , ---
/ __ \ \, I , , - _;� - ­ , , " �­_ , 0
7 \ - - \ \ , � , - __ ­�'. • k 1 49�.-2�� . -_ I �, I I., , , ' : 1_� __ Z'X"". 1_1117,� 7-7-_ I I - - ,- \ -, -_
/ \ I �n 11 ­11 __­', ) .ZL -_ .- - — �', - - -, �,_ - _,�_, ,CBW,,:) �,,. " � � I—, ; ;
- �_ � - , , , ` \\ ; ..-, - , I
- - __ _. __ __ - - - 1, I A - I " I _ P \ 1, I , - _'7-�----_-_`'33.51 '­ / � i I 0%,00
; / .11, - -11 I I 'r _� 'S _ 777 __ _: �� - 11*3 1 .,7,
i� / i --, _P1 �j -_ � - ��i-_;-� , - � - , .1,
: I 1-1 ___ I I ��, 1 11,1- � _� - i 711�� � ,
i ,O�. 4a 1 - I \ -Pc�,04 11 "911 _� �_ a - I ____ -_ I I �, - "i". 1\ ,� ' GRATE ,., I I l Lj_
I P - _�_ . '1�1 3 - ` ' 11 _7'�_ 31.36 INN I I I � I
I
1_� / , (r ;. _1 0- � -_,% , ,,- , - ! , i B2 \ \ - Ire w- - _1 .., I 11 ,,, �. , I , I - /
l / ,f�,+ 4C -,��,_-_ - - - / I , I - -1
z l 20 FT LONG EMERGENCY _, .__ __ - CE13 U) �, _Q ��, - , � ." " � � /1? , l�' ;11 .- ij i
-__ I , -4 ­_ iz i, � 11 I I I
i � A61,;�,,� 4 1 / ;Q;,__ " .D ^_ 7` '
� ­/,";. -� " .Q le, �
. - -- .- ' - '
k , 3�1 1 33.04 GRATE\; ' ��,p . ­ 7 * ,, I , & W
7 � .
— V, _%, ,,,, I - , ... _ I I I - ...
� I., '�� I 11
�
j WEIR 6 32.2' / 1'L '33.40 GRATE , - . \k" o� --­'- � ��, � _ �L' ­ ,�, T ".
- , �' 1, rr.,,,�,,,��k � I'll , -1. " 11 " 11 1-1 / � . �,
­ L, 1. I � . 1, , I
i STORM WATER POND M � � , "'k\T .- 1 ­ -, A\�� // � ' / . I 1k, a�� -
3� 38 1 / 2-10tOD, I r� , R,�< .30.36 INV \ \ 28, J P , 1 - - ,.,. / 7 \� _ _!,' � , 75
L /� " � i'a 'i ,z 1. I W,
,
i -am I L - .._ � �4
_A�
- , I , _ __ _ ,
- I -/ -<, - # _'� I �
4 Vj. INV , 11 r -,,_ 2 - , _� - I It - 4 i - I 'i��\_ el�k -L I- I \ /, . 11 , / �
I 12 INCH THICK RIPRAP - 30' at e, .) Ivir - pl�,�_ ,N,'/�/ \ le -1 KV_ i ll�` � , 33.8& TOP - � .. . , -49
, , ", 1 T l, _
, - I _ " , 30 3
�
i 11 ON FILTER FABRIC I/ . �', , \ 3& �,ll . 11 2.6 1 / , _ _ � I I
I i I r_ 5 ,-- ; ,, 7 .�, � 11'1 f ,2 �v
! z / 3 --- � L, IN `l\ ,/,� D '' � "i / �1. ,I .c � I z
l - -N� - " I , 29.64 S. INV j� , jFjj � , , � �- * � L' IV 11 I I
I j -4 R Ic I 1 I ! 29- 7" 1 d5O = 6 INCHES / __ N I r , � 1 i - - I +.Z) . -� k, , � .i":. � - I I
\ \ 6 1 3 80) ;
; I - z 7- I _'Irl) . 5, I,- ./cR, k �1',,"' �� , � l ` -1 1, Iro , L)%L -_ I
I � i ,7 1 : -0 tj ANI. I, t34 80'T P & -7 - IN " �` R 11 I/ 29.32 W. - I I t� . I
i �_, 11 , I I `�O;,� � 1 - \ 1, Y__17�', - I / _� I I . I
z I A � 11 V�l - - , ,
� / - I - - t 1. - - --',, 1, \ 3 I INV L::- I ,r, ,.,, - - -_
I �, , 4 ­ � I �_ � � -1i G , ,, %tl , ,�,)/. /V INV � \ - 34. T R115 ____ I I , I / ,��,, ,,�-­ 11
I I I , ,OP1 � I
�� . � \-� \ OE� l - Z I I .
� I ;1 -1 " I \ !��. , �*, - \ \ IN-V, - � ; � ­�­, -_ I
I I - � I 1\ \ ­ - __�-�,/ : -
�,sl� " " . 11, I �, I -, , ­_ � -_ I., I " I
I I , . � - � - I
; I � I I n ,� , , _ - '' �
1 STRUCTURE ,­ f " I � _Ir, , 1, " 11 � � _ , I I � ------- �,_ 7� � � i
-, "I' -OUTLET I - I I \l� i- 3 . 34.70 TOP ___ ()
, i � ­ 5 , "
I& ,­ X \ ) C-B 1, , ! ill`1 ,,�33.00 !NV i ,._,�
i I � , I �� ''I , I ____ n I
I � TEMPORARY 1� �- -1 _�. 1, I I I ��-�-
I " I , ,52.94,-- -_ - \ - ,� 'L 81, " �', -,,, / I -- I ;
­�, . I -� / " ,/\ � __ -_ I_- 30 --,
, _, ry 1, I , a, .P_ � I .1;
� , ,_� ­
, � I I - ,.,, // f - I \,"�l IX,, \ ', z \ " RCP I \ ,,,'
I , 3 I I � , . CONSTRUCTION I 1� I - /_)N 11 1%1GRATE , L 'D \_ -1 _; __� I _� _vC I/ I . l
I :. �, I , I _. 32.96 GRATE L � � , . __� , ",_ - ­ - W \ � U - ) --------_ cz)<j
� , q�; T 1, I - �
, , " , , , , * � I - L � /-q " il� " f-- "-' Z I I Uj
: ,30" � , , : / !'-�� 3� - __ ­: 7;= 11 \ /,,' I _�� ENTRANCE I " L �,� %36.8 INV ; � � lm \ , 1,�­,i lZ470 TOP ----I.- SD r 1, I I
­z­ __/_ I. ­ " 1, , - �
1 29 '-ts ', I I ;, I /;= ­1_1 � _,__�__ , ,.� , ­1 i t, . � I I -, ' " 8' p� * , b I - S
,
,� " ��, , _', I I
� , 30.80 INV, %l �_" \ 32.06 �%W ;, , f
­ - "I I ;;� l ", � \ � - � �, I , � I \ , , I-- i :
I A " 5' . I I � , ,; I /'l 02 lfvv � '- i _- � � � � � 11 . I . k L " ''�, _" C 'j '\'/r ' / 34� 20 TOP` __ 6- �;� I
L - , !
I
I
. 1 i ;10 , " , ,'. ­­ -
I , 1� r - _ - __ -_ � -_ �,2�f
. � I �
: R __ I , ­ 'l ,` 11 � " \1 �. Q � I �. 'I-- -­,� � �, , - � I i , - X / , " Z�_�_o RL) 49U ---- i
RAP _�- --'--, " �, I " � , �� � I `�' - \ 't - - �_Avc - I liv %JU 1�11 v I I" S. INV ., - (D
A _�/ \\\ I ; \ , , �, ­-�1-1-- -- --� , " L I I . � I t t I
I" \ 5 6 �� 91'. CB I ��_­Co ! I � I '! I "I ­'11_-��' , �"\/,, �` __ - :
�'��zv�-�, -�,l " � � � ,`_ �15 �
� � �_11 i I I., GRATE L ;1 � � " .,,�,(- t�! I : � I " 1, I 7 - � : 3 I
_Itv � . 1 33.04 GRA LL ,�, � I I 0
, -
-
- ,; j ,- i 31�� I ,�, , I ,,, _� I -_ ­A'N � "r - I _�,
_� ., I I i � ji� 1- 'It ------ � I I I '37-01100-IT2\71 � N.
N'�
, "l eO, , \ 29.56 N. INV ' I -1 1�5 \ i . � 1"� 1� l7, � , /1� i i
: I � P ,�, � S I - - , \ I
� - I I , ­­- , , _,� - I I _j I , \ N ' - ,_ :;? � I �__ 30.19 �
I _\f � ­ I
l
I � I. \ \ 30.31 W. INV I e, : k " , '0� ;'310 -11 , 1; , -� rg"'j, ­4Xlj4 � i 1­� " __*
I , I � . � X -,l­ 3 , , " � \ � I
�_ If 1 28.56 S. INV CID , I 11 �J� "." 1 \ ,,, ll ) / ? 11 I � .
Z__��11_<�_'z,� kl 11 I I . - I _ ,,� , � L I � I
_____�, 11 to I � I � I . ? l_- 0 - �_, I _'. - I � � I I : �;�­Uw iW / . , � �
, k� I �� I � -,, ",, 1�; -, .; , -' �- ­- --- --- � ,, Ill i / �--! - RWI'. "'L , .
I �1 I , li I �,­,, , / 4 , , , L I
Xl� �, SKIMMER ..... AER ­1 . I \ I � .,�,!-,�!�'r , � •1:,' � - �"�3- '. I / " f - I
,�- � �l i'l �,\ , , 3.�W' I N y ��- I \ .1 , �il,
� � , C , � � , - I I / / 33.8j: TOP, , l
I �-� x, i I o� I � , 1�_, - _31- - -_
; , ( .361, .36" _ "I I .., L I .. . � L " � - --- - ; z
s.--; - , � L l�, V C �-/ I .
I ;,L ,� I - f i
y - L I L , - I . , "' -1 , -, _�_ ­_ � / " 1015 - � ! � < , " , f j ­'� - I I �, , I / I I 11 \,� � I � �! k ; 11,� F�!z ,_, I ,� I � ,,, / 11 !
, . ! � ij�� :!� � � I - , �, 11 I I- I /_ I . I I ------ -, � V1_ � �
� /. __ , , , ti,
1^ MAIN POND k 50 / 36" RCP ', SD \ , I ,� 'I I` - jj;�, ,_ , � j-, _1: ­ __.- _-, _ , I -
! il I/ , - " -- / \ " �;,!
I MPR.4 I /V SD � 1, I -�, , 'Z,,,�� , e I SDC05 �z - 11 � - I .
­ I - - Z � r
- i ,�! I f � * � ­i­_,f\ __ � /' �� " : I I �­ , "A i
_11� 4_ 1 _. . _"I�!� __ I " 1� �,_�1!112_5 i - I I :jl '­ , . I �_ . � I'll '­' / , ', � 1��­ f T_
�[ L , .' / ,� ,
\ \ P " P � .. .".1i i", _ t> ? *,�- I � � -
,�: - �,� I I ; . � 34.80 TOP V 1�, ,\ / � 11 I CB10 : I
I - HR 1, ; " , 1�\
� I
---__ ��, ­� � ! , , Del I � �� ''�', ;, L i� � � -, ,,, , 1 8" �­ , ­­ � IN V 32.70 ,� _f , a__I
; - I 11 ,� / il, '' L'. I I I / ­ L C)
!,. ; SDMHI ,/ '_ : , � i "; - , " �;,,' I V I I " , � , - � � _ I 1,i [7� I '_� V _ 1 4, ,� ., ` , �', I" I , - � . : - 1 33 20 GRATE � � !
� ' , , l;:� , ­ f f
- I I , I �1; 1 �­ 1, I _' 11 L � � ­ I �� �� 11N v - . ,\, / I : �
� l! ;-, / - " I /�l - ., I', P' " L , _­,", ' � 11 ,� . 11
-
_­ -1VI- , , �0 I 1_� R 7c'. �1' .2�� -�,- --3-3, - - --,--U;-- � --- -- ­ ­­­­ ­ I" . I I , ,✓, I W
j -, 1z I., 32.00 TOP i, /�-�,, l , "/, - I ATE . , ,./ I 11 � " � , )15 ` � , , " I � L �, 3 1 1
1 V ,� � - I., 1.):6 /V Ul< 11, , I , C_� " - �
- / I - �,,Ii, ;, : ­ .z:z.� 1�/: I
, 21 27�57 INV � ,� / ,�� I if - 26.22,14. JN_V I ; � _�____t _�) ;j , �Y � I - 1. " I �, -,/ / " , ��- .�_ �,_ __ - ­­� � i ­ l L
. I
" , , - - - I � , ;
i
I � � i� L_ ; T . ; j, - (I __ , :_� ,,,!� � I I - , - -_ -1 �_, 1-1, / � -, ,- 41 1 ,, t,11� �
, - j- "; - j " I , ,"L ll, ,, , i�� �i �� i- , R -,� I , , i ;�� � " I I � ;
­ - -- ,_�� 4 i _�,-­>29_vv S. 1q V� - � f- ) -, " 1`11111 "� -1 -- , " - -1 k� , _�k 11
I 1 2, W. 1(4v, /� ; l, - R,A; _E �: 34.80 I �-jr __ b __ .1 42 , l��
11,, . I I - - \ �X �, ­ , ,-., ,'\ _ , , 1 15 l �_, � � , .,
� , �9 ��_ / , "
1� - U 28. 2 ill I _�� i ", I . - �, �, � �� -r , � I , l�� _4_" �Z��, - 1, V` ­l, I , ;
�1; I , _/l � - / "" � -A-7, j% I � t�� ,�, - �_; 'f­- - __��. , , � ; (L LC)
11 - , ____ -Q_ \ 7� �) / 'A" `_ - 33.00 INV �
l' � ­�' -- - � � I ''' I I i , I'll -q_�__� � ,, if , . / ,L ,,", _. - ;4" �, ,,,;-� 1, I � ,':�� - ! � , I r,j � � z i
,
I; . 11 ;1 � j i� , ""11. : "!, L - I ,�,-­ � �" ,;,�, ; � � �__ 1, l �_� I I I .P. L l �
I I !;, �
,
I'll, I I �� L � \ ,�
I L . I il h1l : 11 P I . , � � ;
I t �
. I I � = � :
1 12 \ . h -z, 32.80 IN I I ­ � , � . . ` , � 10 'q-
, 7_orhL,nto Lo '­� ; _­ f 1� 111. _'��_' "' .? ".,'1/1' � , ;7� "" -, I �,� � � -!�,'­-�,, ()
� I 1��, �` :�_� I-) , I R�`! � �; �_p -�C '� z'� , \
; S, .- \ , � , I I I � If I \ ,., .; --�?_ -,Tu ,
,
-
LI " I I I T -, r , ,� L f . , I . I 11 I
; - , '5/kr -­ -_ "I -_---;; L . ," i , _17t,__, _�_/ 11.1
I '.��, Epliv � 7- ''I , / / / " .", 34.80 TOP 0 C)
� _?�_­ -,, , 1�1 I
, 1-1 I i I I I
� -_ � \ ;,� 2 f / / " I
"I �, ��'. � I " K 11 , - "I \ '- /// ", � I 1, 0 ! ; _1� I" I ,�F�l f j" i � I " 4,��_/'­ 1 1 � - �
I I 1�1 f;_ lf,':� �, I . I �11 1. -,- L I .
'. 'I., ­ j" L, �'.I' ---,-- ,� . � �
I "I , -->, 'I, I V.j
� , �/ �" �
I � i P, I'f: . � , I I I k
­ !. , I I li -,�- -- ,/ , C14 -,\ ---_ -- - _::�. __-_��_ -__,��­ - I � /I ! 11" 1 , , � I __ _�S4.80 TOP/ I -0
-.-, ,_ ­ I 1�­ - I _t - '-/ HV14 l'� I - - I z
- - 1-1 I - ,I 11 __�tl
l I , , , ,� __ I � , OMY - , I , I :1, I , li , �, / I I "I ' - - ,.� l\/
I N____ �'� �_ I /
- 1.� 'L Fitle C� ;� -1
,-
: _ __�". __ - ­_ - � "),on I f 1 7� /
, _­ 'I V_ [ I I
-, - - - 11 /11 ,� � I W
- _ __ I - ) I ?" -- D16
: -, __ - \ - ,_ d �_ I � ,�� ... I- - -- - -:�,� 1 (A , _�, � k_\_ ! �
- � - �, ,�, �j-_, ­� G � I i,(,' / I �' 6 - -, - 34.25 GRATE � ": ** Ill
___ " ___Z: __,_� - -, I __ I �­,-_, t I /I , -_ - ,-3-2- -1 �: - __� , C �
, I 11 1, � " I., ! 'i / I,f I i" � i 5c,� 3�, r�,.� i,��_, , 01� �,,,!,
I . -.-.--- ]�711111li _ % I 1, I ­ � , i , I / 2 t" \\,,33,00)KV RD12 ­ _. r.- ��; I I ,
. -_ ,
__ ­­ `�` -- � I .1 1. , 11 �­ _-'�- , �__-_ , ! , `--� ��,� � -, _� ­ I � . ,/ - ' � 3,0.10 INV
--- --- , ---- AR , ., - , // ,
, . 11 , -, I � L "I , i Y; , �
-, - I I � ,g� ,
- -4 I 1" � ? 34.80 TOP ft .g �Op , ­
,
, I _ - ­ _,__,�-. ,� " ­� � , � i ;: � $' P ,/1' I , I J i W
, I
"Ill - z L I I i
� �_ . I - - , , - ____ I IL � �-q � -_ -11 I � c 11 / " , I 0 Z
___ - _­�, , 1_ _-��_ __ � - e -��7 � I , , , . i lllk� � il z f // 1 33.00 _ . 11, ""III
- -4 -, 11 __ I �� — , , � : �� -, ; I , LL A
___� P5 ­ ­1 _� 11 ( /- I — -t , , �_� I I ly 1 I ) I/ � 32.70 INV , ':' � I ? _M RCP S 1) , I I _:� , ­ - ­� I _/--__ � I , — or_
" I , _Z:_�­ -ft- 0- � ____ - -, __ .- 3 . ;� ---- 7,--- 3 r,� -, I , I I ll / , , ,� ,
- , � - �
--- , - - ANN ­ � I -1 - " J 11 I I __� �. I 1. . � , _�.. —
" 1_1­1 ­ I , -, 11 t '�_ j I , j �� 5_,­ ,:.
� , i . ; 11 y", i 1, " , 'rf I- , ,W I �
� � �, ��_ � I , , ,�, 'DI4 - -- ��144 - ; i 24 _ � I , , I , ",_l_ ,iiL , ; i- _j
I - - I - . , 1. . I 1
_-... -, - - ,-- __ 7,� -, ___� -- --ft ___­ - - - / I ;, �` -�, � , -1 , - 34.80 TOP " r JB . W F_ _j
- � , �, ,/ " ,/ � ,,, _�, _, - I 6 '89 " �
­. - - , � - - I , � _ ,"� '7.,, � � / , , , AL)II ___:-�__ _�
- ­ -, �, , " -- _ -, '' G. " ____ , � , " Ilif
.ft , , /
- - , �, ,
, , , L ­'. ­��_ -, , , , _­ - , . �
-
�_- _1­ - "k-11111IF , __ - � 11 f -1 , � Qtj l � "'," , , 7 1; � / - , " 1 , "I / � I .. , ; '�/� � ­ I
­_ ­, L, --I.- - . ______ - I—- � I I I � �, 1�1 j� N, .,i, ", lv ­ I Y, ,,,, I . .1, I
_ - , - - I 1 4.1 TOP _r,
I - I 1___�11 __­ - - -1 I .1 , - Z3 If" � , �, blip �111 PVC 1 �, � 11 I
- - - 'r I I t� P, I I I ­1 lot�� '�, 1 _­ :
- , � 34.00 GRA . 34.1 1
, l_L ,;�, 1 - ,INV - ,
. �­ -1 -- - __ - ___ " I - i , I . -v /, 'i ­� , " -� " 14 31-24 N. I V 0 -L, -, .
_ . I ; ,r,- � ?,i ; ; ),
- __ ,�O --___, __ �_ - , f � , L07-r,-,, 3,a 4r " 32.90 INV!
.�,��_ __ ­ ___ �­_ -- - , _--Z._ __ D - :, ­ I f, 0 < 0
__.�, '_­ _ - -I'll, . * f , L I ­� � 1 g �i f ,, _
, _. . � I � 29.9 n ,\,/' I- i
L _,__ � - 1_��l - - - - -1 - - I i, A4Ur �` '­_1 . ! 1 ", /. i - " , � I 411 I ( �,,<� � 11 _N , I - 17`0 t I �,\ / . � " � - - _ 1 i I � o� 1. �0 ___ I I L I � `� - �_ i I
­_ _,_­ -_ I ' , , " C-, I ­ � I I I '��_ i
­­ �_', _­Z:: ­' I , , , - ,� I �', ,I I , lZ,; i �/ �-, rl�'� , j j� ,� �
11 _ _ _ � / I � ��Y i / / �,__/ ", I _� I I ­­ ­` 1L 1�11_
���4, _ 1� ,/.
_Z_Z�� � ­ __ � � , I,- 11 ; I ) / , ' L' I"! � . l I , 11
r ___1 - . .1 - - I - I" ,�_ 1, - U) - I
, I l , ,-, I I I
�­ ___'-"'­�-_� - -1 , . i ,� - I I - , '­`­ \
_�_� - �_ :: - -illill -,-- ____� - �_ - - - -, If , " 30.24 E. INV - IV � 07 -)RDI'O� <
, , " , ',
_ �.) I 1 D <
I ., -, ,/1 � _ ""i ", 'll , I : _ ;
_ I .� I " I ,
I L I ­ 0 l
-­��-_-,�-- -­ ,,- - __-:7_�Q ,_ __ __ L __ - � /.i - f, � , E�l 6 Li
, I " - I , 'F' I \ 34.80 TOP ,- �,_tB I I , I f -�!,,,, 1 ,` 11 I
­ -, 1� - , 1- I �_', L I .. ,, '/ '' , , � 11 - " I I'll l , ' " i .
I i j / I I I . , I � .1 �,­ �11_ I I .
- ­, V '/�l f I I I 11__� i � . .k __� T -_
- __ ., %�,z - __ - � -- , . , I � � 'l, / , � .1, , � I I I I /-,`­ , , � , , L,7, � : z- �� -
� _; 11 - � I I 1 1 , "' ­ " g "I -
., .­ 1��-_ - - ­----�,0-_--_ lf-,---- - -,. ___ -- - - I � /l , I � 1, , ; I )l, 1" 1 33.00 INV , � �3.40 GRATEJ�, F
.1. I _. ­�� All!!Aft - - - - I " ' / �
_ __ _­ ­;n�i_ - -L '--_,,. ___",L, '_ - -11 ��_-- -_�-
"
_,_L ___ - __ _­ , _ �:, -- - __ , - - ___ ::__�_ ,3,-- - ) `P�,7 e S6� d ! ' - ,- th, Y, /� , " / /,� I �' I " " ,,-, 25 �
,: , - 11 �, 'ftl' SZ,
i4ift - 3­� 55 - - , I I/A� I 1,, S 0 -)
_: __�, __ , -ft - __ ­ , - - - � ".� ,;
� , _�_ � I /,��11`111 -)
�
1�1 ­ __ ­ � L� .- e, , ­ -, �) ,\ I I * , Q � "'al __ - - __ - - - .31��,l- 117� -_ - � ,,, ", "I ,�` - -11-11, � - I 1. , , ,/ -_ - _. , 'll. , ' ,` ' � " , , � ­ .), I : �,� ,1-1l �
f r',�,_ / f/ ; I , � %_ i l
_­,� - __ � __ I -,� --- � � i - I __" ? � -I' ," . �; I -1 i, I
__1 - __ --__�� - - t_,oD - , . - - - ; I i I. I , ,��, i, , , ,�;;.",f, L - ---, , , .L , I �", ! ­ -7 11 I I I I : I I �
C��­ " � --S, - ­� _:�- � _: -_ _,, , 'L, 'j , __ - - I" I f hl", l _,_� - i / L `,�_� . " ,�, � 1�1 11 1, l I � f 30.76 S. INV 1: _. . 1. � � '' j� L
- _­ _J,� 4�t' At, �� l- I".... ,-/ I 3Ct,,f)6
­ L __�A�l _ � � f D12, "I � " i 0 :r 2 C:) ,
- �,��­�_ ---- -�._ �­ ��;-�� - --- - ­77 I , � , / -L�-� ,�Z" �/30.01 W. It
­__� ;��_ -aft /1' -_-_ C�y "U � ,,, , q _Illl!11111111111�­ ­_ f, "�,� YA 71 1 !y " , � 4V W , 11 1 ,1 j�, , /", ,
, �Z­_ 11 - , I 8 I f " TO _ ll-4,
I - , ) / . �� ) I �� __ - _ - ,2 _17
I 'I, ,j__ �� ,� � I : ,�� !
- ----,�_�_!: -.--:'I-- - -­�,­,---_:��.�, __ � __ -ft , 1/� /"�"/ ' ff f I / 7'6rhU. to � -_ _,� � I i � \,. / 11 - _l i
____ � `� \ ', S _,6 ' - ,>-/ I ,�, /I I _� 3 ___ I
_Z�_� - _ \ I GR I , , ,,�lj ".6... 1 1 IV/ I
- �� - - -___.:, _: ----. _ - ­__ ­ -11 __1 ,_ _�11 -- - __Q , ATE 1, L /, '! I - 1, - � � I 1,
- ----- �,--- �-- � .- - -a - .w I , / , � 1,1 !, iq P k / F-in L I I _%. .- I -_ -_ ____ - -- _ I " 1. . -_ I I
__ - ... - - , __ - - _,�� - ,�� 32.73 __ � I I " - � I /7', ! / ill' Ili I - , ,.� . - ,:: ­3�- -- :_1 : - -1 __ - . .­ . � I l­ 30.01 N. INV, 1, _ 1� � I I ,,-
-, -, ­-�� __ - - 4W --- _1� - :, __ Qj 1 dri ,kp. 1 .5 1 1 , I ,/1 ,.,/ , , - -, - - I __11� - - _ " - I - - /
___ __11,1_�_ I � ,_ , ., - �, 11 I _ 24 RCP_ -3 , .1 Z I 5
___ , -1 ; _ ­
.l . , ­--�� -- - INV � I / - ; /11� � -- - - * ­-, -��,
- - i - - I ,. - 1_: - 4444 - - COAi __ " f J / 3 Ir-
-1 I-- _ I_ hl'i / Ill
- , �,�, I ­_ -I--- - -_ ­ - f I , - � - ­ -_ - - . "\,---
,__-, - '_ ; _­ I - I -"L i ­ - __ I : 'K .-, ­ W
_ _ _­�_�_ - I ,:. __/ 1, i ,�' , I �j IL 0 - ­ 11`i�, - . t-- ­ - - ­ \ - I -.�, SDr 11�1 i i
,
� ­ ;� 1. /I - - --- I - 11 , 11 � ___19� . :� i
`�, --,- `- __ __ - __ - V_ . - . ­� , " I ,1 �,q+�" ­t
- , 1. I �' , //, / // I 3 1 / -_ - -,'---, - ­ \,C
I ­ - __�r�_ I-- - ___��_ - -� - - , il 11 � � 11 " � - - " , 1� 11 "
, I jj��-_--_-_-- , -, , ---_-- _�Z� - -, - P , � '77_ _ - �
,- I -_ I `� - ,� / -_ ,
I - - -- ,�5, - _ I I " , e amy ,�, �, / <
I , _­ - - _��jl _. ) r­�_, ,_ . �' ___ - - ' : ,I. ­.- -1\ I \ I 1, I � /7' /I I." 4L 7 , 1 _::7: il� �OrM ,r) 0
­� , , �,
--_­_,,- -:`-,Z:�_-_, -�� ,�- 0 - ______� _� -,:'I- ", �<,� � I I I - � I �11. I 11 , t I 11_'� �"/ L ' #/ , 0 l, , 0 --' - -1 . ­._-� - �� I I L .
. . " �� li I I I t i
--� __­­_:�-f -_ - -,, - I �.. - i��,,.,, ­ - , I
I Z� _:,, j ,I " � 'I �,;,J " f/ I I ..- -
- � I __ ­ __/� ­_ '. l� � , , ­ . I i, , � - I 11, I I i � - �..i.­ . I � , 1 / ­ t
/ / , , _ I ;
, "11, - _, - ­` ­�:_:: - �, � 11 , , -- I '. , � � / /;L, _71 0 Z
­_ _, i2r,.�-z ,� -�� � , _­� I , /,\ i , I , - 73�3_- - �' '-- � 11 � I
11 11111111, I __/ '*�­�_ I - _* I ''..., I ' ' '' _' ­ "' �_ 1, // __l� ­ . j � � l' I ,-
- , � I'll, / _�,� ­ -_ - /­,, -� _-,J�..t4 � I f\ N , U �
�;, _- - �, -, , - --Z. - __�7_ - - - � � . 1,­­�_ 11, � I 1, A . - __ - / / - __ - � ­­.� � , , "�0.0$
I -�, : - , - Lf-, ;
l�f ,
I 1___ - W, - - . I 'lw � � & , 1_1_� 1 E. INV � � i
3.f - i� L _____::�7, -,,.---.-- - ANN* - __ , ; , I I ,// / ­' V, � , 0
1 -, , - _:Z�� I �! I I" ,.� - � , ,4,? ­ 11I ; - --t­>-�, , j " Uj r r) (.) 0- Z
I �,, _�t?, ;I- , / � _ , 11�`11 1'1� -____
,
­���,:: ���-�:&� �,-, _- - ?ft _:_ - ­�, gb, N��_ - — ­� � - - I / 11 `Z� , - -
-
11 ���z ft-�: a. " --- I , , $ , I 0 0
"\, 1. , , "; l,jl � ---SO/L , r\, ,01 1--ya�tA* " , -.- L r N 01 0% N. INV `k` � ��_�. ____ - e ____��,_-- , , _ ," /, � 4 J" � -_"S� 34.00 'GRATE'�,',,-,��,� - -_ . �- - , _,_�- � � - " I J1 - U_C,---44* pdlq ­-�-, rtvii. -/AI / ;�, �- \ - __ %ft -I, �7 SQ0- __ -,---,,- ___ -: 2���____ LIL,z --- fp 5o --- - / I -:* � 8 W. INV t'L1, ,N�,f\ ._�n�l I I - �� j ,�/ . 11 I / / �1/ : . " -Ali.OUNDS� ; . 5? �' ,�, i ­ , - ­7 - __ \\"� , " , N , --_#`,j'_ / '41 , 1 " �, / - -- �11. I � I ,,�� e 'r I I �., - "' �� �, - -:Z-- �-­�Z_�- " � tt� --- - -- ir 1-1 �, , 11�,__� , - - -,, - i A,-1- , -�, -, Z*�_�_ __ ,, �C_ --�� �, %.0
- ,� -'-- ,,,-�- -_ -.--:,z - - _., - _ - � r"! , , " ", � � ,f 1 5 F � `;` --, - ---- ", __Z��_ " -- �_- - - ­` ;; - -i �: -4�, :� i/I ef -, � z ,��
; ��__­_____ � -� - C t IA41 7- 1 - � W n; < 0 �!
- ­ -, I ; 1, -1 �\ ­ V \ ", � � ,� �-� i
/ -Z,:- I I � � 1" "Z� " , I IrIll- , QS A, � , ;11 / I V\ - , I ;
- - " \1 ;
- - ,Y,,,'/ I .., ll", -, /,',�,f / / . , - � - 111
f ` " ---7-- -----��- ��_Z__� ,�, - - �. L -7 1 11 I ,,, ,,, , 1-111--i / 'I, __ N L , , t ;
- ___ ,Y,--- ­� --� ­__� ­�- -Z:­ff ��
_� , , �__-,, - Ilz ... - _4 - - _19� / -
- ___ 1, :�i!!Illliiilw �� /'�'/
­___:�_ __ -, -.�--,, __-�7 11_,_�� - I � I 1_,�; 1k 1," 1, I �, , "/; - - %i �, I l
I ­ 11 J I �
I 11 -__ - -__ - - - , - k, I , I �� I Y� C ( fI;, �y I . L­ I '50 0/",
- - --_--�-�­ __ - I 1 , - -1 I— - I 1, _; ­�:_r4l •- � . I 0
I L. - � - ­i -5 'I ­ L - - ­ " 01 r-
� � . I j " !
-_ - -_ 13--- � , , , i
I I - - ­\ , , - I I I I , 0 ,C- Co V-
I W - __ _,�____�_ - - , , , _ _:��_ , I - _�_ - 0 Z — Uj C.) 6 ( LC) 0
­___ , ! ___ ___"', "-:- �, -L , ­ I ­Z _,_� 2 '9�1 T - , §",-3z�- /i /. \ �' 31
____­­_'_", , " , _��_�_ ; I'l, _:___ __ �_ ,", � �!_!11111!1!llt L I / - - V, �, " , "'i"i 7 i i -,. --
!�_Z_ ) ,��!' , ­�_____z ­_� - I ,_� - ': l jo ) -
1 0, , ��_� - - .:�: I �, I � () z < < 16 1
/, I ­ __*� �_,___ � :�7i _k_� It / , - - /--� -, - - ;, - 0 st
I _/ - , _____ '�11 _�­ - ___ ___ L illIft 1 4 - ,�, 11
, z __ __ - __ , ._ �_ - __ .4 - j _�. -, 4- ? 1"U , , 3 -� - ,\ e � "' i� ,+
- - - " __ , 'I - , ,�, - - ­ -1 -_ -_ - - _,� � ,
Q'�'_­ __ __ ___ --- L- , � __ I -, , -0 co
,
,,, - _­,____�z - ,� I ­�-,
---- - ..... � ­ _, - - I- , �, �,q I 1� - - - I - i 0�. �,: � I - ---� , C? co
- -- - � - " . ­�. - - , )
__.4___ - - ,� /�� _1�4__ 1, � - - _11 �" -,L i
­ �1_711 __� I \ -A -1 ;',',;' - - LL
I I I � - ­,�? - ­_ - __ _,�,-�� ��;_.�_­� - i ;
I � I I I
­_ __ __ , ,
L 111 \ " -1 -�__�:- __ , 11, 1 ;7"i 7� -, -/,/"-,: IU � I �! l" ,�, - _' - � - - �­ 1. I —
­ ::� , f�;, , � 11 I I , , 1.1- il __ / .7_;,;�� � ;1 , - - - __ __ _ __ _, �_ - -- --'- -- --- �� zi�­,� -:� - 7:�_ 3z - - - I— 11 - 1 � I � 4�-_ - � I 0 ..
­ �J, - - 1_. ;,,�, "_ �7 � ....... r - , -
_,,�_ -, . �, - . - - 7 77-;-z�z­ , -� ` � '� -` -I-- - ''l,10 i 1'7z�i )_ _ 1,
- , _- -,- _t,D,�, ------z,,, "' --- .: ,.-, ' <
/C I .,� � _____�_�_i� I " I- , - �� _­i_,L -_ _ "'i ,/'I/ I � / - -1 - e ,
" _.,� I jit�� �� - - � - _ , _ -,, <�,� r, 1�. � -_ - -- -C��_ -�5:­ -- -- --- -- - -- - -
,
, :4 1 - _ - �t - ,,� ,A / ,,� ` , 4,i 1 i, i�, i P- 1�� .., ___ /I , 00f \'\\\ CB12 = co
- , �� X1\ z
-, - - --,--_ � �5 _ _ ,� __�z 1_41111111111`_1�9 f " ,,�, " r , - ­_ � 33.70 GRATE - -�,-, - �.' - - ; __ "! /0 / /P \,.�, i7l t,- - - I
- 1 1 !,5 �v , I// , - _,:� < - I
I L , ) ,Q I � � I I I l � 'I. I - __ �� ! � � _j W
__ __ l'' r �;'! - 1 7 , I 1 31.55 INV - ; W T­ * U)
- _­-�_, ---_ ��__ /�'_/` /�� - 1--, ,- ll\F­��__ - __ ­_ - -1 ­�, iq ,, f'l !1� li" / � - � ,
"-- __ � - --l-1- I , ­­ - -- -- - ---; I , -, "I I , I z
V, I I / ,� . " ,L rl � � , P I , __ ­ � . a-
- Ill j, l I --- , ,- t
. I � " - -,' I -i 1, I 0 .
I - r-­, , 41"
-
L �� __ -, ­_ __ - __ - I I —
- ,-,/ - .-IN _[" , - - \ "I 11 I !
- .- __ - ,# , I I
,- N, If - L , ,�;�-36 1
CY) U) z
/ , _? ­ �
- __ -
- ­ __ --- I I I i
/ f - - "�IL=
. L -7-­­
i � _`---,11,",� 1 / , � _,�_, L ,7 �
I'It!t­
_,�� _­_ A j
I .- , C) 0
I. �, I , -:�_ __ - -�!�:-'/ , "If
_­_
__�'� , , 1, `_�
- \% 3L' 0 :D
I __
_ -
_W ,, __ 411 I _ ___ -_��- ,,, ,`-,�'. --: -- ­, / ____ � / , �, I . L '
--\,�_7�-­: -�—Z___ — �1_ _ � i,_ - - f"W_ __ - , I � __�___; � 1
� �, , >
��, 1, _� ., _�P_ _�7 _ _­k ---- ,,, I - - h; I.,; . l!' i� / 1, 'I'L L - - - f lf2,fl _� ,� 1� ­ 11 �-t�z--- - ---- ­ _�, , .�� _j
. � "i 9 - _ Z_z - - - _- �
., - .13� \ _. I
- __ ,�' _l f, I �__-�--_-_ - , - -::�-_ ,/
--,-�,__
I - - ,- I < M 3 z
I , ( I - --� - --�- I
I I-, I - . I -
I , / ,� _�--_ - �,, kg�Ja, ­_ __1 - - - i
I I I \ I ��,, I _:�, "6 �� ;;-� �- = = =- �­ =.aq �� -�,­­-,­­;z��== =�Z2�� �� - - V \ - ­­111 \ - �,-.� _-_- ­ ­-, __�7_:7-�gg_.n-­-I .P ­ ­ ­1 - -
I - �-/�4__��-­z - \\ , - - , � . ill - __ � - , I _:??�-:�_,. - _ _ "�.'r ­:­� - 6 � - - /
. , - C , , _ .. 10� ,,l ­_ :,' ­ I
, , .. -� ii�l __ , ­_ - , - -.- �Y� -��q, --- -, - -:,-- t �
/­ -L - � __ - Z__ - I -:�_
�! / /�� - ----- ---- h1i , _ ,�_ — _' 1111111111111111111111
9,/Z, �� ,/,,
____�, 1 ,�_,-:'7'___ \, I- 00/�, I Z/0,
I L ­ ;-,� _"? - - -
, _� --- --------t 11 ,-- i�
__ _-, � .1 - ­ I - I - _ ___ z ,= ,'2� ,
. I 11 __`� , ��,V,.,­ -5--_ y i / ­_ , i � / - I -- - .1.1 - 1, -_ " = � .- -_ _-��,�� "­� - 11 . --- I LOD -_ - �itq _� - - -
� " , b"I _ L !( � ­__ - 4
1 i ; I --- - -=L� i X
I \ I Dii� li I �.fz - / I i -•-,, --- 4 ; I I _ "
_ ­ -- ! . I - - I I _­ �_� ­��q�- = E2,-- -7 __ -il-2�­_ __ �
I � - -�__ �, - - _�__�_�____ I I - I I - _,�- , .. .- ­­ -�� ­­-9-- ---�_--Z �_ ­71 I l
; ,;� 11 - I----_-__ \ - � \ I --- #*�O . I - I-- - - _. --ktl-_­_- . -, _t�=_Y'�_T7�__ ___ -__ I . -, � _ !�, 1
05 � I f, '/� ,� L _ - - - - ��_�i�;_T­
I I ­ f 1, il !I If I I � 1 �_. � , I � 7�-_ - --- - -, :,- " ­:_27 ---- -.-­ -�- ",_ I ;
___� --- I � 01 ____ ,`�__��_ . I a I I __�! I \ ; .. . L� i
-, � I __ � z - � ,?-, � I ��4t�_ __� _ . - -_ -1, _ � __ _� , -, / "
, _F� � _:7��_�_:___�O,D � - , -�- � !\ t - �1= .,� - 9
I / __ - li�` Q - , i, , I I , F.
! *­­-___//_" -, 11 I .� A� l - !il ,
�/, I � ____2�9�9? , , - - , I-- l I I _ - - _ - - 2 t I
I \'/ I '­ I � ­ � _�-,_, �,,:�-�::�-::F��---�:---,,,---��2F'- ! -
� I I ! 4 , I—
I I
/ ­ __ - ; I I
� ____ ­ � I i A4 ­ " j�;i \ �:,,' ­ -,­\_­­\ - _­
_., '� I I I ___ _�. , . 1;1
1:1 ­­ '--- - ,� " --- - � -1,
f - I A� /I I � - C-1 -- - I I I I--, I ( - -_ -, - - - ­_
'I, , , r,� / t
, , ,
- L. I I" I � 'U _ . !
" I / , i _,_,_,� -, --:-- �!�,�' h �/ 11� " i ; , \, 1
11 - , -
-
�11 �Z, - _�_ 171 / zllu I., - - I � ��,;�;
i / ,;i- "I ­_
; i I I---- , 1; X - ,, 1:
I � I
I
,
j I z ­ !1; 1;" L'
I., l
I �­ - I 11 . li'l " ,- _.�', 41�l 11
I I , '��,\ 6
... � .- __ l! I �_-
: ,, :_ ­ ___� "I 1�1 i - ; I ,�, i ,- 11 / , , , ,3r- __ -, t 4_
I l
: . I l". ­ 7­ i � ' I
_�
, l I , f" � �,,� , , I 1 " ,�� U �.y I I t
I .... � . - _ � " I
: \ , "I
I '! ,,", I I I 1. ­
.
, �, , ,� \, f. - 11 i I I ---_ -,3 1 _� Z'�, I �, //_�/ /
L I / I ' 11 i I I i , �/� " i i � _­ ­11 -_ 2l�, 1 i � Ll- 1�_ i I /1; �I "I
__`�­�____,�, ;_ A;
v / _� � " I ____ I 11 - I A - 11�_ �, \\ . I 11 - " __
/ 1`1� - - - I - !", ; C) -
­�, ,
AlUrvi//,
, - I
; /-1
/ j I I /
, .2� 1 t I � ")/c-,,, ---�_ - I I I /,P- ; . _� I f
, , I --- � L L ' , I -,� , / �11' Ill
I I li I , C � � - 0/i/I -, I : - / __ I " , i I f i ol --' __ � ­___­­­ _­�__ � t; , �_ . // -�, ill
11 __ I
I 1", / , Q !/;, 1, 1""t _­ -7--.- ­_ - ; I __ - - , I/ � 11 11;�, �, / �i
- I I -1 I '1___1 ------"-''---,-,---------
- '1� _ `�_`___ - I- .-j , " � /l,
,
�:� ,,, ' ` I , , // , � � ;3, 1 '� _ 1� - ��`��,7�_ __ 1'�) I ;_
I � I I f I/ , If
, 213 �' Son d . _
I
! I I _, , ,
il /� l� ,
, � I � �,,,� ii� I 1�1 I , _ ,� j , o - / " 7� ,,, i * , / \ ! I
\ , Z - -;- / 7*-_` �___. - � / -- .
- . - - t
0 � _! / __::�,_ - _�­ ____­ . I - 1, - _ L/
_ -
/, I /
I , " ; I 1 , ,--- - ,-- :, / . i
' r - �­ ­­__ - I ZOD /// lo" _'11 I ` -, , " � I ; Z
1. I" I ' I -�,_� ­/ �, - ,,+ i ;
/ / ,� 3 1 1 1
; ­ � , - 'V �' 11 - '!, : � - // ; / , ,/ ", ; i / . - _�_L I I c
I k :�� _,,� " , I / �, , i i 1 , "I I - - t3­_ -­:%, h- - --,, 11 / / /'�­_
, ­ _'. I I :
, - 1� -_�­ 1 1_,4 - ­_ - I ­ I -� Ill.' 4 L I
___ '.1-129 1�1__ � 9 ,�;/ I i , _1 11 , . I I �, /
- " - L -00" _� I / " �
ti,,X ,/ ;', �_ � " " 1 / 1�,, I l
I - , " ff/ , '4# / /,/"- ­1� - -- - -1-1, -- ­?f:?'q,� - -,--- : I 1: ­ � __ - I � i If , . i
I
. �- A, ,� - --- I I 11 � /�,,l. ', , __ _ ,�, __ I I __ _1 I/ � , � -11 ;
- I i i 1! 'l I I li 11 " "'I �,, 7 , � -�, _ - I I- __ I
- , " 11 :-, -- -',­ - ­� ­ I
- � 11 ­\_�,, ��­ ­ ' - ;l/ ,, f , -, ,------- l, `__­7
; " , / - "� ­ - '-- I I P\ I � I/ 4�1 I _ 1, I I . /
!", 11 ,
I f 11 _ ll---��_ I , ; \. ,
I ,
- r, I , " , , i �1� - ___ � ,
, ,
__ #\ � ',,,, T y I // --------
.- I f "
- -� l �- , R - , 11'\, " ,-
,
, ,
: TOPOGRAPHICAL SURVEY BY I - N, ,, \N
, � , \
�1
�, � \ , ,, +
\ � \\ , I \
\\�
" N��:
I 1\,N\\��\,_\�_,_\ P �_
? 1 4mm-
7�-1 - �,p _I1W
ll
,, ',��, 1�1 �110��� (!g?3
, 11
� , I 111 1,7" .-,� �,- I _____________, - �!'/ I I �,, �R : , f "f , ­., // I
,,, � ,� / I I �/ 11 _. . _� L I I
t� - , I I
­­­­
1, I ,. � /' i,�, -, :
'�,/ Z. , , ,,, 1�� / 7 �-
I - ,�, , - �_, ,
, I , ; / , � " I
I ROBERT H. GOSLEE & ASSOCIATES, PA, I , i I ' 1 4f , � , , I " - - I . l�'j', 'l-I , 111 ! "; �') - - --�-::� -
I
I DATED MARCH 27, 2013. ALL EXISTING ,;;� 1, - - - , 4, - - ____ I Z, r " ­� ­­ .­ ... L" \ I
, 5 R, !, �', ,
i -I"_ 1i I " .1
SHOULD a , , ,�ll,,J' ; /, � // I I � f -,-�-, ____ -
- �4t� � , ­_ 4r_r l
-, ____ "I, -- � t
INFORMATION SHOWN HEREIN �_ t, :\ � ,�:� , �
I - - � I -1p<_ 11 11Z I- /1, f �_, � /,/, / �,
' 't �_" - ��, - " 1� _ _ �, " \ � 4"
I ,
/ 1 1( � - /_ I - V
I
BE VERIFIED BY USER. / I , 5Y ------ , - f:?, _____��,, I I I , ",
,
11 ,
_
r". . �, _: , '_", ­ ,­' / - - _,�, �\ , -
. , I ­_ , I - -
, / I / I _,_ - - �-__ �j \ �f ------, / I - CN NO, 1602
. - i
" / I I �P.__ --­,� , ­�r-­ I _:;_ . - __ - �__ I
711 " I I __ ��­ - '\ , I
I I I'll/ / ir I , I - _�7 --"_ ­$1 - , I ._____1 - - - 29 JULY 2015
_ _____.___,_____ . ..... _.,_____ i / / I-- __ - ! DATE:
--------­----- ­ - -------- ---- � ­­_ ---,--- __ � � , - -, � __ ____ I I I " 49 ,::�-_ _ I
,____� i I/ �;'� 1 7 _`­- __ , \ 1(�, ___ �V, - - I
� 11111
! "'Y / I
I ,
1 I? I
I
, , I I
, , "I
ll 0
;Rr,p ,-� \ - �
" :
, �./ \ I
/, � r !
t-�, 8
2- " - 1��,\
_� " --- i REVISIONS
_�__ __ 7
- I
- - - - _.) No. Date
-------
Description
I
" l il "
� fl �
I
j -
. �, \
4- A�- I I
/ � " 1 "
� AD ,
1
i
! 1 / I
;
I 1 Ab
/�� I
z 50� I
N �
i v \\Ik I
1\ :
- 4
��-j i
- 3� 1 12/11/14
, i
------_ ;
, ! 2 04/10/15
AS PER DENR STORMWATER
VE PERMIT SET
,
i
/ ;
\\
I �
1,
t I �-5/ ill
; I I , I /
I �
I COMMUNICATION DUCT BANK -
I f ,
,
\ f�
'r,
\,I\\ I
\N_ i
- -
__ ---_, ;
_. j4 i 3 07/01/15
- l
. ?_ __ �
1 -3 ­�___ 4 07/29/15
AS PER DENR STORMWATER
CONFORMED PERMIT SET
AW SEE DETAILED PLANS BY OTHERS (TYP.)/ \
\ II
'�' / -
/'/ 211\5 // 1�
,0 \\ //--- ---.-_ _--_-_-��_�I
1j ,I!
�
11 \ l �
I
I /I I i OQ 1`�\ � 11 14 - -- i
I t 1, / / -j 1
1,
/
I l
/ 1, I I D,es4we Plan Certificat : !
i / .1 hereby If
I � Hanover
Y that this plan has been prepared In accordance with the latest i
'n.rf i , ` I " I New County Ordinances and Storm Water Design Manual." � EROSION
// I !
i / Signature: i
I "/ ,,, I 15 �.'- Printed Name and Title: !
�, I 1-1 - ;
I / / , Date: I I
/ / 'I" P # � L) ,,:� I ill _� Registration Humber- ,0ZTr)PRA1A1AT1=P P1 AKI ECEIVI=
li J ��
Q .�, / ,,, /
0 'I
1-t
� ,
. ,,, 1, I I / I ! 1 30 0 30 60 '� fs
" ,,, / 1 ����� fi-
�1_1, I. __
i SCALE: I INCIT - '10 FEFT � f,
!, i !11)
1, 1L I i , � /Ir , III# I 11
1 I& ;
I ��:
. �
'j f ! I/ ­ I
,--,r- � �­
I � I ...
: r" �� D 24 Property Ownees Certification: :
- -1 ��. ­ i .
P.j � , � ._� "I (We) hereby certify thotAt,n am 'I he current owner of the property � I A06 0 3 2015
l ,/- on that upon receipt of * h ,.t(are)
-T.)-'C.nstruct* any cleorin% grading, � I
�
construction or development will be preformed in accordance with Is pion and ;
� A4WAV& 'donah,
that the applicable ordinances and rules of New Hanover County, the State ofBY.
North Carolina and the Fedreal Government and its agencies which are hereby
l
mode part of this plan. As the owner, I (we) accept full r onsibility for the i
e :
construction and operation and maintenance of the propos:facilities. I (we) �
will not attempt to transfer this responsibility U U U _ without the written I
authorization of New Hanover County. ..i
!
Signature- I SHEET: 2 OF 13
�
I
Printed Name and Title: . ! f
:
. / Date I .
i I

12-1/2 GA.
RMEDI ATE
S W
STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES
1)STONE SHALL BE #4 WASHED STONE (6" THICK)
2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE
DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE.
4,) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION
ENTRANCE
SCALE: N.T.S.
SAMPLING CHAMBER
(SEE DETAIL)
SSCO (SEE PLAN) ELEV. 35.0'
PAVEMENT (MIN.)
4e °
r 4
i
GRAVITY SS W GRAVITY SS
-STEEL POST
-WIRE FENCE
-FILTER MEDIA EXXON
GTF 100E OR
APPROVED EQUAL
METAL POSTS
2'-0" IN GROUND
-GALVANIZED HARDWARE
WIRE EXTENDS TO TOP
OF BOX
-#57 WASHED STONE
PLACED TO A HEIGHT
OF 12"-18" MIN.
ABOVE TOP OF BOX
0
0
}�
0
INLET_ SEDIMENT
CONTROL DETAIL.
SCALE. N.T.S.
VENT- DUCTILE IRON 180
DEGREE BEND WITH 1/8"
316 S.S. BUG SCREEN
WATERTIGHT COVER REQ'D -
SOLID CAST IRON
LID & FRAME - AVEMENT
H2O REQUIRED (SEE DETAIL)
41
GRAVITY SS (SEE PLAN FOR SIZE)
-TuI
FLOW FLOW FLOW
i�
�m
Jw
ICr
W
w
I �
F•ZQ
Clw
3' X 3' I.D. PRECAST-/
Z oai I ib Q4
cv k M SRO
Uj z
- (A
i
- NOTE
STEEL POST I I 8" �BACKFILL & COMPACT
U 1� L MIN. 8" TRENCH AFTER
u PLACING FABRIC
#
INDICATED ON PLAN AS i^_riis
NOTES:
1.) WIRE FENCE SHALL BE A MIN. OF 32- IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINES OF WIRES WITH 12" STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APA T O.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
TEMPORARY SILT FENCE DETAIL
SCALE: N.T.S.
VENT- DUCTILE IRON 180
DEGREE BEND WITH 1/8"
316 S.S. BUG SCREEN
-WATERTIGHT COVER REQ'D -
SOLID CAST IRON LIDS & FRAMES ELEV. 35.0' (MIN.)
ON ACCESSWAYS -
H2O REQUIRED
/-CONTINUOUS GRAVITY FLOW LINE SLOPE GRAVITY SS
THROUGH ALL PRE-TREATMENT DEVICES
W FLOW -
EXIST. TREE
CONSTRUCTION SEQUENCE:
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR INSPECTOR.
2. REQUEST PRE -CONSTRUCTION CONFERENCE WITH PROGRESS ENERGY.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.
DRIPLINE
4.
BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER POND.
NOTE: USE POND EXCAVATION AS TEMPORARY SEDIMENT TRAP DURING
',-3' MIN. STAKE
GRADING OPERATIONS.
i HEIGHT ABOVE:
5.
SET INVERT OF SEDIMENTATION TRAP ONE FOOT HIGHER THAN PERMANENT
GRADE
INVERT FOR POND.
-PROTECTIVE
6.
TOWARDS COMPLETION OF GRADING OPERATIONS, REMOVE ACCUMULATED
BARRIER
SEDIMENT FROM SEDIMENT TRAP.
t
7.
EXCAVATE TO PERMANENT POND INVERT ELEVATION AND SET POND.
W
8.
INSTALL STORM DRAIN LINES AND INLET PROTECTION IN THE SAME EFFORT
ri f1_j
TO MINIMIZE SEDIMENT FROM ENTERING POND.
. ^ -
9.
COMMENCE GRADING OPERATIONS FOR PARKING AND
NOTES:
CURB AND GUTTERS.
TREES TO 5 BE CLEARLY MARKED PRIOR TO CONSTRUCTION BE SAVED WILL R R
10.
STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ES ARE ESTABLISHED.
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
11.
REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE
VEGETATIVE COVER IS ESTABLISHED.
EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
GRADING
NOTES:
2. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE UNTIL ALL TREE
1.
INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
OPERATIONS.
3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT THE DURATION
2.
CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
OF THE PROJECT.
BEYOND GRADING LIMITS.
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
3.
STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
FROM SITE.
TREE PROTECTION
4.
COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5.
ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER
DURING CONSTRUCTION
THAN 3:1 SLOPES.
SCALE: N.T.S.
6.
PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE,
TOP OF GRATE RECESSED
1/4 INCH BELOW FINISHED
GRADE - CONCRETE/ASPHALT
CORNERS ALONG THE EDGE
OF GRATE ROUNDED
i
PROPOSED ASPHALT PAVEMEN
SLOPE PER PLAN SECTION - SLOPE PER PLAN
•a n' .
ti <
3000 PSI
NIGH SLUMP �' -ROUGH SHAPED
CONC. 1 TRENCH BED
f;
3" MIN. ..
1,000 GAL. OIL/ WATER SEPARATOR CONC. GRIT REMOVAL
OLD CASTLE 5410272-OWS, NOTE: CHAMBER
GENERAL INDUSTRIES AQUASWEEP GI1KAQ0WS, THE OIL/ WATER SEPARATOR AND GRIT REMOVAL UNIT MUST RESIST BUOYANCY FORCES ASSOCIATED WITH ELEVATED GROUND WATER
OR PRIOR APPROVED EQUIVALENT DUE TO FLOODING. A DESIGN CHECK MUST BE CHECKED WITH THE WATER AT ELEVATION 33' MSL THE DESIGN CHECK MUST BE
PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. CONTRACTOR TO SUBMIT FOR APPROVAL.
SANITARY SEWER PRE-TREATMENT SLOTTED DRAIN INSTALLATION DETAIL
_. ...: _ SCALE. N.T.S. ______ ._--___._. ---. _._ _. __ _. --- _ - _-__-_ ...._ .._ _ .. __ _..._.__... ____.. __ _.
SCALE: N.T.S.
BAFFLE (TYP.)
ABRIC CUT AND FOLDED EARTH BERM Q
OVER THE HORIZONTAL �� \,V/ % `� Fj' La
FENCE POST SKIMMER
30 _ OUTLET STRUCTURE
"- OR BYPASS BOX
AS APPLICABLE y < r >
,j F AY s PIPE OUTLET r �� \INLET ZONE
J Q v y y- 35% OF SURFACE AREA
� INV. +21.0' i
"HOG WIRE" t-HORIZONTAL METAL \j / \%
FIRST CHAMBER
1 ATTACHED T4 POST WIRED SECURELY
r{ POSTS WITH TO VERTICAL POSTS 25% OF SURFACE AREA
rn ai LENGTHS OF WIRE SECOND CHAMBER
�j CLASS #1 RIP RAP / 25% OF SURFACE AREA
p,
�p�
1 / OUTLET ZONE - - - - - - - -
\\ @gFFLE INSTALLATION -STEP 1 `, 15% OF SURFACE AREA
NQIESI
30
f 7P.3' 1. DRIVE 5' STEEL FENCE POST AT LEAST n� � RcpMEW
24" INTO SOLID GROUND.
6 ; 2. USE STAPLES 1' APART HORIZONTALLY FENCE AND FABRIC
AND VERTICALLY TO `ATTACH THE FABRIC BURIED IN TRENCH I
/ TO THE HOG WIRE.
_.
AIN POND � --_ I_ 6"x6" TRENCH ri_....__F_
SKIMMER 3. SPACE THE BAFFLES ACCORDING TO t \
d E
'OOL ELEVATION +30.0' THE APPROVED PLAN. BACKF(LLEO AND I �. TOP OF BAFFLE SHOULD BE AT
JV. +21.0' +! 4. THE FLOOR OF THE BASIN IN THE COMPACTED cv} `' f LEAST 2" BELOW THE TOP OF
OUTLET ZONE AND BERMS SHOULD BE ° THE BERM & AT LEAST 6" ABOVE
THE INVERT OF THE SPILLWAY
SEEDED IMMEDIATELY AFTER THE BASIN SECTION AT OPENING
N I5 CONSTRUCTED. \ I CLEAN OUT WHEN SEDIMENT
-,REACHES THIS LEVEL
30
CUT 6" SLITS IN
FENCE
242.6' ; WITH A KNIFE ALONG THEBOTTOM
WIRE IN EVERY OTHER SQUARE OF
THE HOG WIRE, VERTICALLY AND
HORIZONTALLY BAFFLE INSTALLATION - STEP 2
POND LAYOUT DETAIL SILT BAFFLED SEDIMENT (BASIN
SCALE. 1" - 30'-0" SCALE: N.T.S...__. _... ---
.-----
.._ __
VEG. SHELF AREA WETLAND PLANTS REQ'D
(SF) ON VEG. SHELF (50/200 SF)
5710 1428
PLANT AQUATIC VEGETATION ON 10:1 VEGETATIVE
SHELF - ARROWHEAD/DUCK POTATO OR
PICKERELWEED - QUANTITY PER TABLE ABOVE
OUTLET STRUCTURE -
TOP OF BERM-� 10'
GRADE 33.0' (TYP.)
EMERGENCY-
5' S'
WEIR EL.
32,2' } TEMPORARY( 4 I( P
4 POOL V E
EL=31.5' _
t -
- --"
OUTLET 10
PjPE
FLOATING SKIMMER 2 INV 21
-
- CONNECT TO PERMANENT
OUTLET STRUCTURE 0 ORIFICE
FIN. GRADE
VARIES -
5' 10' SEED AS PER SEE PLAN
5' 5' SEEDING SCHEDULE
EMERGENCY WEIR
_NT SHWT 30.5' 1 EL=32.2'
1l_ EL=30.0 3
1 _
-- 1 - - - - -
---- = 10 10 1 h= _"- --
==J 1 2 _11
2 SEDIMENT CLEAN -OUT EL. 22.0' -- 2
INV -21.0'
STORMWATER POND DETAIL
SCALE: N.T.S.
FLOW
d (DEPTH)
7.
OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
EROSION
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
CONTROL:
1.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE.
2.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND f
MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS.
3.
ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4.
IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5.
IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING
OPERATIONS AND WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL
DISTURBED AREAS, INCLUDING THE DITCHES MUST BE SEEDED, MULCHED, &
TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL
MAINTENANCE,
INSPECTOR.
PLAN:
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED
2.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET
PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3.
SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN THEY ARE HALF FULL
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
5.
CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
SITE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH.
NOTES:
1.
THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
WITH FIELD CONSTRUCTION CONDITIONS.
2.
BORROW MATERIAL: ALL BORROWED MATERIAL MUST COME FROM A
LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE.
3.
CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE
REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS.
SEEDING SPECIFICATIONS:
LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
NOVEMBER-MARCH
BERMUDA (UNHULLED) 20 LBS.
WINTER RYE (GRAIN) 50 LBS.
FESCUE 80 LBS.
MARCH-NOVEMBER
BERMUDA (HULLED) 30 LBS.
FESCUE 80 LBS.
MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
ON ALL SEEDED AREAS.
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE
ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
�Ic AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING.
OR EQUAL ON ALL DISTURBED AREAS.
*MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED
AND/OR FOR CONTRACT TIME.
RIP RAP DIMENSIONS
OUTLET LOCATION I PIPE W1 W2; La Average i d
Size i(ft) (ft)! (ft) I Rip Rap i(Depth)
(in) Size (in) ,(ft)
POND INLETS 36 9 9 14 6 12
POND OUTLET 30 8 8 12 6 12 -
RIP RAP APRON DETAIL
SCALE. N.T.S.
PROVIDE ACCESS GRATING,
HINGED ON TOP SIDE B",
GRATING NOTE:
GRATINGS SHALL HAVE OPENINGS EL.
33.5'
t 4- AND BE ABLE TO HANDLE
3,000 PSI CONC.
300 PSF LOADING. GRATING
(TYP.)
SHALL BE GALVANIZED STEEL
-"`�-
OR ALUMINUM
2" SCH- 40 PVC 1'_0"
TOP 31.5'
3
FLOW
CAP
1" GALV. STRAPPING
; i
COBS
CLEANING NG ACCESS
'z'• 6' X 2I.D.
i
2" PVC i
'.
2" SCH. 40 PVC TEE -
------------------------ ----------- -- INV. 30.0'
BOTTOM OF 2" TEE TO - ----------------------------------------------
W
REMAIN OPEN
j
o
1 aj
3
S.S. PIPE CLAMPS
10 3" CLR.
#4 0 6" O.C.
4" SCH 40 PVC FILLED #4 0 12. O.C. E.W.
W/ 3,000 PSI CONC.
..I 1
TO SUPPORT ORIFICE
2
NOTES:
1. CONTINUOUS RUBBER WATER STOP
AT ALL CONSTRUCTION JOINTS
2. FOR EMERGENCY MAINTENANCE, USE
PORTABLE PUMP TO DRAIN POND -
EL 25' (MIN.)
PUMP WATER OUT THROUGH OUTLET
STRUCTURE.
OUTLET STRUCTURE DETAIL
SCALE: N.T.S.
RCP
INV. 30.0'
GROUND STABILIZATION REQUIREMENTS
Site Area Description
Stabilization
Timefrome Exceptions
Perimeter dikes, swales, ditches, and slopes
7 days
None
High Quality Water HQW Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes ore 10' or less
in length & are not
steeper than 2:1,
14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater
than 50' in length. -
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters
and HQW Zones.
fi AND/OR FOR CONTRACT TIME.
DIAMETER IN.
N0. OF DAYS TO DRAIN
VENDOR
-
2°
-
FAIRGILOTH
Ems=
CA
lass
M
AML >u o I e- Je neft- m- t
& Stone
L
POND
SKIMMER SIZE IN.
SKIMMER- ORIFICE
NOTE
1. SKIMMER SHALL BE CONNECTED TO THE PERMANENT
LOW FLOW CONTROL PIPE.
2. BASIN OUTLET STRUCTURES MUST BE ON -SITE BEFORE
GRADING OPERATIONS BEGIN.
3. EXCEPT DURING EXTREME STORM EVENTS WHEN WATER
WILL FLOW OVER THE EMERGENCY WEIRS, THE ONLY
OUTLET FROM THE SEDIMENT BASINS (PRIOR TO FULL
SITE STABILIZATION) SHALL BE THE SKIMMER.
NO WATER SHALL LEAVE SEDIMENT BASINS IN ANY
OTHER MANNER DURING NORMAL RAIN EVENTS.
F"AIRCLOTH SKIMMER DETAIL
SCALE: N.T.S.
333 FAYETTEVILLE STREET
SUITE 1000
RALElGH, NC 27601
919.828-1876 FAX [phone]
WUWV.0 LARKN E:XSEN:COM
CONFOR
ED PERMIT SET
,,t�t�risutrotatnp�� `
s
24418
��Mr+Ttspu tt a"
Shaping the Environment
Realizing the Possibilities
I
CRISE
TROUT AN
TANNER
TROUTMAN TANNER
CONSULTING ENGINEERS
309 Peachtree Ave., Suite 102
Wilmington, NC 284Q3
910.397.2929 Ph.
910.397.2971 Fax
CTT Job #6729.00 Firm License Number: F-0113 I
LL
W I
i
rW��
V
Vl
W
0
0
tti
V
W
O
WO 00
..e
z Q
W O Z
W
`_" 00 U
W Q y-
W 0
0 = Z Lij
r
U_ �M�
0 Z ® D0�
W U o-QZ Q
t N
Z U.J UQ OD
�_j Ito
Q O o c,
<00 UZM'((0)z
CN NO: 1602
DATE: 291ULY 2025
REVISIONS
No. Date Description
1 09/05/14 ADD STABILIZATION TABLE
2 12/11/14 AS PER DENR STORMWATER
3 04/10/15 VIE PERMIT SET
4 07/29/15 CONFORMED PERMIT SET
EROSION CONTROL
AND STORMWATER
DETAILS
1
(3 5 0 1 B:
SHEET: 6 OF 13
POND
SKIMMER SIZE IN.
SKIMMER- ORIFICE
NOTE
1. SKIMMER SHALL BE CONNECTED TO THE PERMANENT
LOW FLOW CONTROL PIPE.
2. BASIN OUTLET STRUCTURES MUST BE ON -SITE BEFORE
GRADING OPERATIONS BEGIN.
3. EXCEPT DURING EXTREME STORM EVENTS WHEN WATER
WILL FLOW OVER THE EMERGENCY WEIRS, THE ONLY
OUTLET FROM THE SEDIMENT BASINS (PRIOR TO FULL
SITE STABILIZATION) SHALL BE THE SKIMMER.
NO WATER SHALL LEAVE SEDIMENT BASINS IN ANY
OTHER MANNER DURING NORMAL RAIN EVENTS.
F"AIRCLOTH SKIMMER DETAIL
SCALE: N.T.S.
333 FAYETTEVILLE STREET
SUITE 1000
RALElGH, NC 27601
919.828-1876 FAX [phone]
WUWV.0 LARKN E:XSEN:COM
CONFOR
ED PERMIT SET
,,t�t�risutrotatnp�� `
s
24418
��Mr+Ttspu tt a"
Shaping the Environment
Realizing the Possibilities
I
CRISE
TROUT AN
TANNER
TROUTMAN TANNER
CONSULTING ENGINEERS
309 Peachtree Ave., Suite 102
Wilmington, NC 284Q3
910.397.2929 Ph.
910.397.2971 Fax
CTT Job #6729.00 Firm License Number: F-0113 I
LL
W I
i
rW��
V
Vl
W
0
0
tti
V
W
O
WO 00
..e
z Q
W O Z
W
`_" 00 U
W Q y-
W 0
0 = Z Lij
r
U_ �M�
0 Z ® D0�
W U o-QZ Q
t N
Z U.J UQ OD
�_j Ito
Q O o c,
<00 UZM'((0)z
CN NO: 1602
DATE: 291ULY 2025
REVISIONS
No. Date Description
1 09/05/14 ADD STABILIZATION TABLE
2 12/11/14 AS PER DENR STORMWATER
3 04/10/15 VIE PERMIT SET
4 07/29/15 CONFORMED PERMIT SET
EROSION CONTROL
AND STORMWATER
DETAILS
1
(3 5 0 1 B:
SHEET: 6 OF 13

61f AL1 fin 6" fW' $"
z
11/2rr CLR. TYP.
a iL
4
#4 REBARS
;o
of
to'
.•
� `o
t
„ ,:
3ir
t
a'
j��
3r1
#5 REBARS 12"
o
I
CENTERS (TYP.)
.
zj
SECTION 'A -A' ( !
.
+
A
!
A
I
#4 R
BARS
v
�
O
B
OPENING SHALL BE L OR Wr + 1 -o GENERAL NOTES .
o LOCATED AS REQUIRED z * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
f4 KEBABS - #4 REBARS -
o °'' - x S" CENTERS STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11,
— - - - - — ro N V a.. , a 840.12, 840.14, 840.16, 840.17, 840.18, 840.19,
r
'. ; i •. J � THE PATTERN: OF THE ':°:'o• ... '....- . 840.2$, 840.27, 840.28, 840.31, 840.32 AND 840.41. i
I ,- #5 BARS * USE 4000 PSI CONCRETE.
KNOCK -OUT o t # OPENING
• � io o _ .°, •o t STEPS t r PROVIDE ALL REINFORCING STEEL WHICH MEETS .ASTM A615 .FOR
PANELS ARE SHOWN I SECTION C - C
i3" is c °' o•':. a t GRADE $0 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185.
FOR ILLUSTRATIVE v.': :. °' ' o.: #5 BARS : LIMIT MAX
IMU�4 DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
t t ? PURPOSES ONLY. a o', 4 .. o ..° .... n C t I (,
3t1� s v'•'4"v. '. v'. v t I OPENING
o. o. o. o STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
#5 REBARS Q' • 0•. o •'....'•'.o ° . r "
I n -� '_'.p' •.° •.G•��• - •.o :.D v': •• q, TO 15-a .
12 CENTERS! :. • o '::. •.. • o ':.. p ..' ...:. o . o.
-_ - - - ° v ° : ; 'Q °• ° _ _ -,- - - - - - - - - - ° ° • ° * PLACE LIFT HOLES 0R PINS IN ACCORDANCE WITH
' v °,• .'4 0' v .•4. •• O• Q ••4 ,°..• n •.Q O I •' a •'�-.;0 .'•°• 6" MIN..
° t :• �' :. °' ;'D' :. o' o :. 0' ':: p.. - ,. o: a. OSHA STANDARD 1926.704.
a ; o n .'. o a ' o _ o ' : o ; o m ° _'o ; o •.:'p * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
SECTION B-B
D o a v 'v p n 6„ REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
o . o
SO THAT PIPES ENTER THROUGH THE
C
1" MIN.
CLR. (TYP) ',..
`
0
4x4 W4xW4
WWF (LAP
`
Q. WWF 6" ON-
o
-- TO REBARS)
'
•31
T �
•
•O
v
v
v
v•
PLAN TOP SLAB :. o•� :a. o o ' :
KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
1" MIN.
;°:'9•
'. , a.:°''
°o:.o°•';''.
s; Q°, =°
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF $" OF
CLR. (TYP)
WALL IS PROVIDED ABOVE THE HOLE.
C
WAFFLE WALL ISOMETRIC VIEW
'-
CORNER CUT DETAIL
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
o ,
At FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
#5 KEBABS @ 12"
—''
'
SOLID WALL BOX)
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
CENTERS (HORIZ.
0'
,Lt OR W
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
8, VERT. )
Err �"
STEPS AS DIRECTED BY THE ENGINEER.
(USE WITH
&LARGER
#4 REBARS j I a
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
4 X 4
DRAINAGE STRUCTURES
"
1 CLR
0'
6" CENTERS
:
�,
ry,.
AS THE SAME AREA OF STEEL IS PROVIDED.It
„ f r rr TYPICAL) T;. #4 REBARS :; - * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
6 L $ D °.. 6" CENTERS cocc
WAFFLE WALL PLAN VIEW SOLID WALL- PLAN VIEW - aR `' BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A,
° °o ° AASHTO M-198, TYPE B BUTYL RUBBER.
$" `L' 6r' 6" fW' $" '0" D•'v ' : o:: o.'v D .v .: °'.' p• * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
o °: o .°' ':: o :°:'° '::.: PRECAST RISER PLAN PRECAST RISER DETAIL DIMENSIONS OF 5'-0" X W-0".
r1 1". MIN. CLR.. °. °'••••a .� :°': ° •v ::°': * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
1 MIN. CLR. o ', p' b 1717, o REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
° •, 4X4 W4XW4
WWF (LAP `•, ut p .o '•n:.' o. ,o •'o' o.'c • 0 4. 0 .'o ::�. o . o'. p ::o °:?'b:p' :.?',:. SIZE WHICHEVER IS GREATER.
4x4 W4xW4 'F $" ON_ 4= -j q ° '° °' '' USE FRAME AND COVER AS INDICATED ON THE PLANS.
WWF LAP WWF TO KEBABS) v .q . ° . o • ° .
( io a ; • D' ,• 0 D o p ° , : n o' . REINFORCE OPENING AS SHOWN ON THIS SHEET.
6" ONTO REBARS)
o a� o• o ' 'Q ' ' ' ' ', .. ••
b > #5 REBARS >
#5 REBARS 12"12" CENTERS ~ . o •: o
CENTERS (TYP.) TYPICAL} SECTION VIEW SECTION VIEW
A'
SECTION 'C-C` SECTION `D-D` (0 SOLID WALL ISOMETRIC VIEW
CATCH BASIN AND DROP INLET DETAILS OPTIONAL JOINT DETAILS
STRUCTURES:
1. PRECAST STRUCTURES SHALL MEET NCDOT 840.45 OR
PRIOR APPROVED EQUIVALENT.
2. BRICK BUILT CATCH BASINS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.01, OR PRIOR APPROVED EQUIVALENT.
3. CONCRETE CATCH BASINS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.02, OR PRIOR APPROVED EQUIVALENT.
4. CONCRETE DROP INLETS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.14, OR PRIOR APPROVED EQUIVALENT.
5. BRICK BUILT DROP INLETS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.15, OR PRIOR APPROVED EQUIVALENT.
CASTINGS:
1. CATCH BASIN CASTINGS SHALL BE NCDOT 840.03, OR PRIOR
APPROVED EQUIVALENT.
2. DROP INLET CASTINGS SHALL BE NCDOT 840.16, OR PRIOR
APPROVED EQUIVALENT.
3. STORM DRAIN MANHOLE CASTINGS SHALL BE NCDOT 840.54, OR
PRIOR APPROVED EQUIVALENT.
OTHER:
1. ORIENTATION OF STORM DRAIN INLETS ON PLAN ARE FOR THE
GRATE AND/OR CASTINGS. MINIMUM STRUCTURE SIZE IS 2' X 2'
PLAN DIMENSION. CONTRACTOR SHALL PROVIDE BOXES LARGER
THAN MINIMUM SIZE, AND/OR ORIENT THE BOX/STRUCTURE,
AND/OR PROVIDE TRANSITION' TOPS AS NECESSARY TO ACCEPT
THE PIPE SIZES AND TO ACHIEVE THE PIPE ALIGNMENTS AS
SHOWN ON THE PLAN, PIPES SHALL NOT CONNECT AT BOX
CORNERS WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
2. SUMPS SHALL BE ZERO INCHES UNLESS OTHERWISE SHOWN.
3. THERE SHALL BE NO MAN STEPS UNLESS OTHERWISE SHOWN.
PRECAST DRAINAGE STRUCTURES (SOLID AND BAFFLE WALL) FOR CATCH BASINS AND DROP INLETS [NC DOT STANDARD DETAIL 840.45]
--_._____.___-_ ________.__..______._____.-_______._____...______.._.___.._.__-___�___._.__._..__�__--_,_______
SCALE: N.T.S.
r :I` to
43" NOTE: USE TYPE "E", t1F" AND "G" GRATE - DETAIL SHOWING TYPES OF GRATES 2'-114471
44
UNLESS OTHERWISE NOTED. � p� � ¢t USE ACCORDING TO WATER FLOW. — 1hII
f B il TYPE "G" TYPE "E" TYPE "F" A An IA „�
„ � 1 j 9%8 rr
N-.-a N 9}�
SECTION - LL SECTION - I T
�r __ - WATER FLOW - - = SAG _ WATER FLOW ■ j 9
co A A ALIGN FRAME WITH INSIDE =1 -----------------------------------
EDGE OF WALL TO ALLOW i
FOR VERTICAL ADJUSTMENT
WALL SECTION------.
5�
`;SECTION - 08 � 1
-- 11
B SECTION - PP SECTION - NN 1 II SECTION B-B
4---------------------------------- 1.r 21rr
PLAN
FRAME,GRATE, .& HOOD ASS'Y NI u rrcm
—*- WATER FLOW - SAG WATER FLOW -�-
1 'n I
SECTION A -A
6„ i 21 _ 0" 611
-- ` 3'-ON PE "F'1 TYPE "Elf TYPE "Grr TYPE - E
°
RAISED FLOW ARROW
K —K iv o 1" r _ P f1g" HIGH 2 ,r
L. N N �- RAISED FLOW ARROW 234'1
112 .1_
SECTION - AA /fir, HIGH —� D
7"
J FRAME PLAN SECTION - JJ •f ,�,r �
tf 1/8"
rp !+_.i I 3{g- I,•—'i R S" R :1 Q, 1�rr 1�,1 11�uR
1 1 ,tt
i �$rr
z: �iL_ ___ll____� 21-11 rr 2'- 11"
„ r n " "
„ srr 1 � +,+,,� ...-5-*•-I•+— `_,—O.. 6 � rr :- *�• _-'I � rr � 1 � rr n ?/8 of 1--y,c—u
331-01f �3W
A ,r,r r 1—�r,yZ �4 r
1 L2
SECTION KK 21-1i1t71 Ir��r, 1rr SECTION A-A-rit-` 7/8"
R
I+- TYFE - F SECTION A -A
HOOD ELEVATION SECTION - RR TYPE G -
r
CATCH BASIN FRAME, GRATES, AND HOOD [NC DOT STANDARD DETAIL 840.03]
_ __..._----------- ------ __
SCALE: N.T.S.
r1It" 31_g" _, I,�if i �" �rr /8rr
`m 1 . j 1§8rr 1 u _ �1tSrr 1" 1 n " `2'-31/41'
T\ r� F—i-1 3'-3-'kf, ' 2'-3 'r 1 DEPRESSION
11-73'8" V-7-`'8"
M
N
t
�
�s
3
_J ! N I 3r-2n d 2r-2n e}
O rr 21,t
-C', 1 1 j t 31 _ 1 % r, 04 � 2' -1 rr i4 Cm
K 1'-41t'I 1'.41�" F .�* SECTION G - G SECTION H - H
r �.S m„1
PLAN OF FRAME 31-671 21-6"
11-7§/8'r-11_7%11 CAST IRON
Gco
A
tE
_N
PLAN OF GRATING
CAST IRON
DROP INLET FRAME AND GRATES (12" THRU 30" PIPE)
._.._.__----
-._._..
SCALE:. N.T.S..
SECTION F-F
[NC DOT STANDARD DETAIL 840.16 - 1 OF 1 ]
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX 919.828'1877
VVWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
01%, gfunfe»retry
sSSiO� . «
AL
24419
aan'�'
Go eS
& Stone
nnv 1 h `nvi'ro% 3P a
iz tfte '.v�G,irt;n
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.397.2929 Ph.
910.397.2971 Fax
CTT Job #6729.00 Firm License Number: F-=3
LL
L>.i
z
fW
V
tii )
tj
J
CL
0 0 o6
LLI d o0
.�..,.
0 W zQ
W ...I � z
w o <o
Li.1 Ella >- 0(-)
0= z Uj
_
e D
Q L.L 5 w M 0
®z O =OZ
Wr U QZ
<
`� UoO-co
LO
co
a V•- ZMZ o�
LU
CL
�o2
Q p _ _o
l U ZM rUnz

SEE CONTROL
PANEL DETAIL
PRECAST
LIFT STATION
VALVE BOX
=E= ACCESS HATCH
VENT
if
Lcc�k
k
rr
_T1_
ik
1 3
k°
kk
Ik
PUMP STATION - PLAN
NOT TO SCALE
CLAM SHELL ACCESS HATCH WITH UPPER
CABLE HOLDER HEAVY DUTY CLAM GUIDE
VENT- BRACKETS, CHAIN HOOKS AND (REFER
DUCTILE IRON TO DETAIL FOR SAFETY NET).
SEE 'CONTROL —..,]I WATER -TIGHT HATCH REQUIRED.
PANEL DETAIL 180 DEGREE
BEND WITH
1/8" 316 S.S. 27"v PRECAST
BUG SCREEN 6 CONCRETE COLLAR
FINISH
ELEV. 35.0' GRADE
(MIN.) _L_ T.E. _
CLAM SHELL
ACCESS HATCH
SEE SAFETY NET DETAIL
;�y' `''
2.0" 90'
y/
S-0"
INTERIOR SURFACE SHOULD
BEND
BE COATED WITH KOPPERS
300M COAL TAR XPDXY
MIN. 2" S.S. GUIDE RAILS
`\`
`
OR BIGGER AS NEEDED:\
(FLYGT COMPATIABLE)
I
I
HIGH LEVEL ALARM'''
X
LAG PUMP ON —
LEAD PUMP ON
'
PRECAST LIFT STATION
2" SCH. 80
DISCHARGE PIPE
S.S. LIFT CHAIN
S.S. BOLTS SEE NOTES
PUMPS OFF
o
}
!.
B.W.
_
BRICK AND/
MORTAR FILLET
I
6,
6"
PUMP STATION - SECTION
NOT TO SCALE
PUMP STATION INFORMATION
WET WELL PLAN DEMINSIONS. (INSIDE)
6 FT. DIA.
MIN: ELEV. FOR CONTROL PANELS
35.0
i FEMA FLOOD ZONE
33.0
I TOP OF WET WELL
31.5
OUTSIDE GROUND
31.0
INVERT OUT F.M.
27.5
INVERT (SOUTH) FROM SSMH3
16.01
INVERT (NORTH) FROM SSMH1
22.90
HIGH WATER ALARM
16.5
LAG PUMP ON
15.5
LEAD PUMP ON
14.5
PUMPS OFF
13.5
INVERT ELEVATION
13.0
DISCHARGE PIPING SIZE
2.0 IN
PUMP DESIGN CONDITIONS
27 GPM @ 39 FT TDH
PUMP OPERATING CONDITIONS
39 GPM © 59 FT TDH
HORSEPOWER
2 HP
VOLTAGE/ PHASE
230 V - 3 PH
MAX. OPERATING SPEED
3450 RPM
PUMP ( OR APPROVED EQUAL)
MYERS WG20-23-35
IMPELLER
4.125 IN
- VALVE BOX
WITH LID
- GATE VALVE
MECH, JOINT
LOCKABLE SERVICE —
ENTRANCE DISCONNEC
WITH LOCK
LOCK
LOCKABLE
LOCKABLE
DUPLEX PUMP
RTU PANEL
PANEL WITH
WTH LOCK
LOCK
WEATHERPROOF SIGN ` i I I ' EMERGENCY
IN CASE OF `+_ -�
EMERGENCY CALL
xxx-xxx-xxxx
(OBTAIN PHONE NUMBER I I if i l I. II
FROM OWNER)
USE SEAL -OFFS FROM WETWELL EACH CONDUIT FROM
OR VAULT TO DUPLEX PUMP WETWELL MUST HAVE
CONTROL PANEL A JUNCTION BOX
(USE NON HARDING SEALING MATERIAL) BELOW SEAL OFF
C❑_NTR❑L. PANEL ELEVATION
NOT TO SCALE � �"--•-__..____. ____
ITEM MANUFACTURER / MODEL
1
SERVICE DISCONNECT
SQUARE D
2
TRANSFER SWITCH * * *
THOMPSON TECHNOLOGY
3
DUPLEX PUMP CONTROL PANEL�k
4
RTU PANEL WITH AUTOMATIC TELEPHONE DIALER
?k�K
5
ANTENNA TOWER 45ft.
ROHN 25G
6
YAGI ANTENNA
SINCLAIR SY406—SF4SNM
7
3 4" PVC SHEET
US PLASTICS PART# 45023
8
COAX CABLE
TIMES LMR 600
9
COAX CABLE N—FEMALE
EZ-600—NMH
10
POLYPHASER
67184
11
LMR 600 GROUNDING KIT
GK—S600T
12
'k FOR THOMPSON TECHNOLOGY REP CONTACT SUR—GEN (910-253-0484)
ACCEPTED MANUFACTURES (THOMPSON TECHNOLOGY, ENERCON, RUSSELL
ELECTRIC)
*�k FOR DUPLEX PUMP CONTROL PANEL AND RTU PANEL STANDARD DESIGN
CONTACT REVERE CONTROLS SYSTEM (1-866-897-3915) LORD & COMPANY
INC. CURRY CONTROLS
TO BE USED WITH PORTABLE GENERATOR IN EMERGENCIES; SAID GENERATOR
NOT IN CONTRACT.
NOTES:
® CONDUIT 1-1/4" RIGGED CONDUIT
© ELECTRIC POWER FOR THE ALARM SHALL BE SUPPLIED THROUGH A
SEPARATE BRANCH CIRCUIT FROM THE ONE THAT IS SUPPLYING THE
PUMP MOTOR IN ACCORDANCE WITH NC PLUMBING CODE 712.3.4.1
UNPAVED AREA PAVED AREA
REMOVABLE SERVICE PLUG
STANDARD CAST IRON WATER
VALVE BOX WITH COVER
MARKED "C. 0."
-BED CASTING ON A
STONE BASE, 4" MIN.
Q
ywQ'W5LP:COMPACTED SOIL
w RISER PIPE
Q
SERVICE PIPE
REMOVABLE
PLUG
— COMBINATION TEE-WYE
CLEAN ❑ UT
NOT TO SCALE
PUMP STAIN DETAILS
11/16" - POLYPROPYLENE
PLASTIC W/ NO.
3 DEFORMED
STEEL ROD
8 3 4
1 1/4
1,. = 1/4
5/8 M 144 STEPS SHALL BE PLACED INTO WET CONCRETE
lO 12 a
-�WALL DURING MANUFACTURE, OR HAND DRIVEN
�— I INTO PREFORMED HOLES AFTER CONCRETE HAS CURED
r \ \ 1 /2 ..
1/8 MANHOLE STEPS SHALL BE M.A. IND., INC.
MODEL NO. PS1 OR AN APPROVED EQUAL
1/4 "
h
�1
��k •I �i!
J
I i k B Z J
j Z X
TI w
o o STAINLESS STEEL!—
v o POSITIVE LOCKING
k k
ARM
(COVER SHOWN IN
A OPENING OPEN POSITION)
3.75= 3.75"°STAINLESS STEEL
PLAN 1/4" THK. EXTRUDED CONT. CONCRETE HINGES W/TAMPER
RAINPlPE BY OTHERS
ALUM. FRAME ANCHOR PROOF FASTENERS
1/4 " ACCESS COVER TO HAVE
LOCKABLE HASP
SECTION C-C
A OPENING 1 1/2" ALUM. COUPLING ''
SECTION A -A SECTION 8-8
-- -
1/4 "THICK DIAMOND PAT,
ALUM. COVER PLATE
�I t> UPPER GUIDE BRACKETS
(TYP)
z a CABLE HOLDER MUST BE -3
a B B ; 2� AS PER CBU SPECIFICATION
o A O STAINLESS STEEL
U ( o POSITIVE LOCKING ARM HINGED SIDE
••
•
• •
NOTES: FOR LOCATION OF ACCESSORIES
_ (COVER SHOWN IN SEE PUMP OUTLINE DIMENSIONS
OPEN POSITION)
3 — B OVERALL `3~ s STAINLESS STEEL CONT. CONCRETE
HINGES W/TAMPER ANCHOR \
PROOF FASTENERS ACCESS COVER TO HAVE �I
==� LOCKABLE HASP
"I AA OPENING121"1 SECTION 8-6 } 1/4 "THICK EXTRUDED
ALUM. FRAME
SECTION A -A SECTION C•C
WETWELL ._ ACCESS . HATCH
NOT TO SCALE
WETWELL
DIAMETER
HATCH
MODEL #
DIMENSION
LIFT
WT'
SHIP:
WI
A
B
C
D
6
A3048TB
30
36
48
54
24 LBS.
91 LBS.
8 - 10
A3648TB
36
42
46
54
26 LBS.
105 LBS,
WHAT E F TIGHT .- O 51,�...�.__._D_ 0;R
ACCESS FRAME AND COVER
NOT TO SCALE
s & �
9d
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828.187+3 FAX [phone]
WWW.CLARKNEXSEN:COM
PERMIT SET
,t�s�sssstiueuE>tgr�+ -
z` At
24419-
Coolew'enes-At
Shaping the Environment
Realizing the Possibilities
^__
LrRISER
Irk- - TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3849 Peachtree Ave., Suite 202
Wilmington, NC 28403
910.397.2929 Ph.
910.397:2971 Fax
CTT lob #6729.00 Firm License Number. F-0113
W
V
VJ
i.i.J
W
t
�
V O 6
W W �- Q U
ZZ Lu <�oF-"'�
� U_ _�z aCO
< m U Z
� ©z_
f
CN NO: 1602.
DATE: 29 JULY 2015
REVISIONS
No. Date Description
t 04/10/15 VE PERMIT .SET
2 07/1/15 AS PER NCDENR STORMWATE
3 07/29/15 CONFORMED PERMIT SET
UTILITY
DETAILS
AUG
BY:
SHEET: 8 OF 13

t
xa
333 FAYETTEVILLE STREET
\ \
SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX [phone]
\\ WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
o
ti rnrea
/
VICINITY , MAP N.T.S. 5�� ��� ,.�`��oF N���N,�;�.,
qA
\ \ � . •........••. O L t ; F
P R o Ds
SURVEY DISCLAIMER °��` qr� .'L� _ �Q
SEAL AS : to : w No. 1414 c> =
TOPOGRAPHIC OR "ALTA/ASCM LAND_ TITLE SURVEY" SURVEY im
O ' G�to3
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M. � ••........� �\ '. �'•. 1•;
,..
\\ \•'� \\ `�.-- ,�. \\ JONES. 513 CHESTNUT ST. WILMINGTON, NC 28401, � '}�� 'i � ••�f• •••• �
910-763-1941 �9/yJ//
07/29/15
LEGEND
SYMBOL RETAIL
PROPOSED SIDEWALK 4AS501Colej
& Stone
\ \ Shaping the Environment
PROPOSED ACCESSIBLE RAMP 5 LS501
Realizing the Possibilities
PROPOSED ACCESSIBLE VAN SPACE 16.20/LS501
1.,
CHEAVY D TY CONCRETE 2AS 501
1211 HEAVY DUTY BITUMINOUS CONCRETE 22/LS501
WETLAND LIMITS I \ \\ k
\ SEE ARMY CORP OF ��\ 1 :; '�� 3 GRAVEL PARKING LOT - -
� ENGINEERS DETERMINATION
\ LETTER (SAW-2012-02036) t \ \ \
AND ASSOCIATED SURVEY
PROPOSED 1'-6" CURB & GUTTER 1/LS501 r�
1 TRUCK WASHING
v i
\ / i 5 SPECIAL HIGHWAY
>;.* ------- \ I STATION, SEE \ " OVERLAY DISTRICT BUFFER
\\ \ / I /---- \ i ARCHITECTURAL °'°"'
PLANS \
`.% CHAIN LINK FENCE 9/LS502
tD
AEr-
SHOD BUFFER - -
A \';.� t/ 1 / -.�,.,. UTILITY ENCIOiyREt-
s
PPE:34.sd I I -
�` EXISTING BUILDING TO V � i..i` � ' % i"1'�1
v REMAIN
\\Al
SITE LIGHT SEE MEP PLANS
,
/ .
/
\ , , % r. BEARINGFOR
` COL MN I A�
,
PLANTING AREA 00
'TO COLUMN
LLJ
W
J
.:.. , -, .. €.•.. . .. PLANT G.
:
AREA
C) J
,
/ O
: ;. � x £ � .�.. _ , STAKING AND
, , , ::: . � �� � ,� _ � � � � - ,_ b , :r � , r � _.. G MATERIALS PLAN
SIGHT TRIANGLE TYP. r/, � ,<< ,... s;,�,, �� ,. �' .: _�-�,>. z w...x,. � ,, ,,.,. GLUM..,, 10 1 f. 8 �3
, , . #, ..-, � -� r �. .,,2 f ,flr ,'S. . 6 ..yam Q
/ u.
.... ... ,..0 x -. e .. fix... .. ... .. -. _ . ,. .... ..... / , \ -�N NOTES
_Lu
- , N
�. t: ALL DIMENSIONS ARE AT 90 DEGREES EE5 UNLESS OTHERWISE
r. ,/' , ,, •. _, NOT
LIMIT OF EXISTING // . !, , ,. � _ .z_ .. �- . .. _. _ ., _ , �`•.,�
WETLANDS - �a / r ; f ,,.. , r r // / / / , / J GRI v5 r y-
.� �, r � '�', .€. / �`/ // ) 2. CONTRACTOR SHALL ESTABLISH AND VERIFY. POINT OF
/ , / , /f: , ` _;_ .-.:,-. _.: n �,,. , / , / `-.._,._ .,�-- . -- % /� ' / - ; f � ' f/ / � % i . f f j / / f /, � •. �• BEGINNING. (P.0.8.) AND STAKE SITE AS INDICATED ON
F /�
r dui, ,.-,,,; .`f: /,// '/ !,//f t f fr f., ; /! ..�. \, Unn
>�a FUTURE GRAVEL TRUCK f. � ,, r . , , , i, . , f -,t.:. f., , ...,j ;, , , t .., - .f . h ,4 _ .� ., }. ..,_. f,r !/ fi / % f �; � , ,!f / 4 1 4� 6%W f/l ✓ , / � / /,1 /r, /f, � `\�_\ .\ ti., CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF
, _ I _.. , , , / J, f` %i /'/r/ �i ! // , / / ,f / \ \ Z
PARKING LOT NOT $ ;� 1N .EO /f / r� r � `,, � PA E,R G � „ ,/ !� �. % �\ \ `. ^. CONSTRUCTION. NOTIFY COLEJENES7 &..STONE P:A:..IMMEDIATELY
r!/;//. ffri / F, ti..\� �V` O
INCLUDED IN SCOPE. OF ,, _ f, , , J/, ; , ._., , //, r / / �,COL,U RiD�, f 1J; , r ,,/ /f ; ,f , / i // t ,%, \`\`�. \• � `�. \ �.� • OF ANY DISCREPANCIES. Z
-r v: /// ,/,'/ f .� r t_. , // i f , ,1,,, ! t / //'/ r ,i;`,F . i;.r. ,. r y� ,,��' f. t F %k 1 ` / // f '�\ tQ
1 € <' \/,f 14,, ..p.. t , /% /,: r %/ % %% f %. %/ li7'lj! '� /r' /t r/ /% t!/ f //', `� \ \ \ \ \� \\ \
WORK f�/ / , /F / : ;. � /. ,! f ; , / fi f f; , / t.� f ; ,%/; f,'// f, / , //� / : /rfj'/ ,' ' ii , : �.. � e . . Z
i ! , . /fr . r r,/ f // / ,i - //' r : i;%:i.' r;'! %i%. \`e'..
',` //// f/f/%f
�i. ,; r , 3. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR � cV
x`i t,%/,' "f/ %f, ��\"� ` ci
f' ,.; -�.' �\�. \ . • CENTERLINE UNLESS OTHERWISE NOTED.
„fl., t,,, ,,;; ,.;:: Q L,n to
r��// O
LL
/
ASPHALT TABLE ; / r, . / r , .. , , , , , ,,' , ,'
_ ;r
R ;.. r, ,.,. ,�_� is /;; `~ ,�� ti` ,*m` �� �
�.,.
� / 4 A BACK F C R RA II AR 4 N T LL 0 U 8 D E U H RWI N T TOP; SEE DETAIL , , ; /`, 5' LESS 0 E SE 0
,. f; ED. to
f
/ /
2 LS5o1 AND-:O
, , . . ,. / . / , r.- , , r,: ./r . , ,. ,/, r f �,...\_, �\\ � r y ,, .,, ,/,,: ,.. /;. ,, �ti't�\ � AKIN A DIMENSIONS I t
CO
r, . ,. , , , . , , :. , : ; ; , , : , ; , ; : ,' , r r i % 5. PARKING SPACE D E SONS ARE 18.0' TO FACE OF .CURB X M
520.00 / ' '
i WI NOTHERWISE 9.0 OE UNLESS NOTE .-
,.., ., 5
-- , .- i ', /-,,', '„ ',', „ ,• ;:„/":r,"; -/, / \ \ .ice
W
1
f6. ALLDETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE Q
—�
OUUOWITH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS?
ou
7: STOP SIGNS .SHALL BE R1-1 36"x36" ON PUBLIC STREETS AND
Ik PROPOSED 5' 24"X24" ON PRIVATE STREETS.
\ i f 96
SIDEWALK
8. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
1 €
9. NO DEMOLITION LANDFILLS ALLOWED ON SITE. SCALE: 1"=40'
PROPOSED STORMWATER
i
\ � x 1 �; �, \
\ h` POND > -. , \\ 0. APPROVAL OFTHISPLAN IS NOT AN AUTHORIZATION TO GRADE
_ 0 20
r3\ ADJACENT PROPERTIES. WHEN CONDITIONS WARRANT OFF SITE 40 80
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
EXISTING STORM
1
EASEMENTPROPERTY OWNERS:
\\ j #I { \ \ \ �\
\t41a
z \-------------------------------------------------------------------------------------
\-------------------------------------------------- — - —— — — — — — — —
-------------------------------
� `
0�SEWER PUMP. SEE � � i° � /+-^u,
�\ # CIVIL PLANS FOR
\ DETAILS g -
\
\ _. .. _--`-- \ DATE: 07.29.2015
REVISIONS
�__ _ �.__ T — _
_ \ No Date Description
f.
\ aka \
,4 OVERALL SITE
MATERIALS AND FURNISHINGS SCHEDULE _
SYMBOL PRODUCT SPECIFICATIONS QUANTITY PLAN V 1.AUG
DUMOR 400-36 SERIES (ARGENTO - DARK GREY) Ii
STEEL PIPE tl I BY:
O BOLLARDS DUMOR SITE FURNISHINGS 30 I!
P.O. BOX 142 !
MIFFLINTOWN, PENNSYLVANIA $
ADDITION AL MANUFACTURERS: PAiRWEATHER H-2 a`, COL.UMBIA CASCADE COMPANY TOTAL OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED f `.Ar
2190 DOM TOP METAL BOLLARD I TOTAL $%
LOT OR PARKING REGULAR WITH 5' VAN SPACES WITH 8' ACCESSIBLE �' I
ILLUMINATED SEE ELECTRICAL PLANS
.O BOLLARDS 11 AREA REQUIRED PROVIDED ACCESS AISLE ACCESS AISLE PROVIDED
AE&T 119 123 _ 4 1 S la
HEATT 26 22 1 1 2 I
GRANDTOTAL 145 145 5 2 7 ¢j
v`JI

,� �� ,- ,
- �, " 1, 1, , ,
\ .I,,- 1:` "-- -1� I " , , �':' -,- "- I � , , - I
I I- ,, - ,�', `- -- I 1'� - I - ",'. "-, ��,- , "-,��- `�_ '1- " �1, ... I
11� -, , ,� �', -- 1� , , .� , ,'� - , , \ 11 � �?
� -� , , � , , "I
--"� -� ", � �, , , � , , , -- �� - - " �
/ - - - - - - � " " "� �,, '- , , ", , "'�, - 1,� '_'-, I , ��-, ,-,,,, - �-,� ,"� ��- -"-,�� -:�
I -, I" 11�� 11 , -1 , "I ,- , , In
" "�, I I-- - I 1��
-", 1,1,�'--- ---�' 1, - --�-,- 1�, �,,� �-- ,- " � ,,---, -�,,---�� \ '�,
/ \-- - I 1---'�,, � �, , -,--,� -,,, , < �
�� I- � " ,� . � ., -1- - � - ,�� �, � I 1,
I "I - �, - ,�, "� , , �, ,�� 1"� ',� -,� 11
/ ,`--,�"", -,,� - - �, � " , -�', " 'I � "-, " "-- , "" ", " �' \ <a �-t
� - , , - , - I --
- ', -� , , - , - -1 - - - - - I I
( -,,, - � �--'--," -` """ "' " - "'--, --,� --,� - -� � ": ---- , " I-
\ I " � ,,, " `-,� � - , �,- �� � I -- I
- 11 � , " -�� -� , �,� ,��,� "- " �
�---� ,�---', "I "l-, -- " " � I
,,�', -,�,�, ,-, ", " , " -, -, �,, �-- � < � I
I - 1� " I" - I 11 "�� �, 1� pf
-� , -, '- -, I - - ,." � �, g,ji�), , ,
I , � , -- - - " �� - �� -;!3'J
"� "�:, � -, �. - , � - . ,�� �� - �,�
- -
I ,11,� I "I" 1 I " ��,� ,� , - , 1�',' I 1, N -
I �---.� ', , '�",� -" ,.,�.,- I", 1,'- '-- I- ,� , - ,-,� ,-", --�- ,�,-" "" ""' --- I
I
'1� ,� , � , I", 1, � .� - -- , �, , , : -- \
'- �- -11,1 I -- I 1�� ,�,�,,, -,1 '-,� "�-,- E , 1-
,-�---�-,-<, � ", , "- � , . " -, -� -- -,,----
, , -
I .� � , � -�:, ,,,',- �", , -< ,
" ,,, , 1, � --', , �,,� �,�--", ,1 ,---- �--'- � I .... I --
, , -, " ��, �, -, -�', ", , ,�, ,,:�, -,, -,_, I i�� -1-
I �-,�,�'," 11',�:-, ,�. , '. ", 1, - ",-,"" I'-"- - - �-,-,-', , �--A -n I
'- ", - -, ,� ,�, " ,,,, �,,�, ,� 1'-, - --,,, �"-,�,, I
�'- , " "" � �,:� , `-�",�" _,,�- I , ,,�,- ,,,�,,, - � ,, , , 0 ..
I ,-,- -,-,�--- , ''.", 1�"'--�' �,�- �,�, -, ,-,- -,� -".� 1'�'-,'---\ ��.
-,�- - �� �Z:, ,�,� 11,�� "I �- < - � �, �"- -, ---
) \ ��-,- �",'--,�, , 1'�,'<'111 ",:� -, < ��,�" - �,
-�� " , � 1� �,-�,
�� 'I, �, �, , --�:,---. --1 ,-, -,�,�, `,,,� �
-�, ,,, I I ','�, - , 1�-o I -ti "��'
1, 1, �, "I �� C-LO 5�
I", 1- I" 1, -� -,� �, ,-, �
1, � I I ,-, �, � � �- - -�<-�-\ �-D- -
1-1, �, "" - -,--1�111--� I ---
/ "- '- �.� �, -": -� - " , �
1,1.-11-1 -,`--'-�-� -�-',,,�,,�--�,-:,�--:�- �- - , ,��-- � 1. -
/ \--- ":- "'� I "� , ", , '- "� �� - I
--�"11 � 1, -,'--, '-,,'� -, ->,- �, �,D 11 �
�-, " �,,� "',� � ,, , - `-":,-,�,,,'--�,'--,,-, 1, -
--
/ - ,�,- �'-�,-,- " - ,- , --- -- \ �
I , , ��,, � --,� -, - �
I
-,"- - 11- -- - - - --11 ---�--,, --� I',- -1 I - -� i: -
�, ,� - - - -- , 'I, �, - .
/ \ , " , -�,` ,-,-1---, -�->-:
"-� , - ,�'. ��, �, -� , `�­ -- --�' , - , --,,, -, ", � ,-- I ,-, - -� --� - , � j�,T051;�"� le'�
1� ",, ,�, , . �, , ,��,� � - , " - �1- N
- � " -,, -��--,,:�,, -,,--< ,-:-� -
/ -�, - , ,,- \
-,
V--<- , ---,-<- ,- "� ,- '<�, ,-� , ", �� N.T.S.
/ ,,��,�, ---,�-�, �� ---� -� -�,�-�, ", VICINITY MAP
/ \-,, -,,-,,--,�-"--�,, �11�, I �-<� "� � "', '. �',,,�,\ I T
-"--,�" ,'1-1, - -- -- - -, 11, -11 .
"� , �� � ---��
, , ,�-�, ,,�,,,' �-, 1� -'--"��� ` 1�, A I
�", -�-,�,-" .
I , -- ,
( 'I-- 1'-"--'-'--�"-1' 1, "'. ""�Z-�, --,��----�,�- --, "I - () SURVEY DISCLAIMER
�- ,-,-, � _,, � I I -'11-1 I ,-" , ,� �>�11, -�,-� �-D
I �,,� , ,-:�' -,----,,:--` "'�' , -, "',', -�-' �--�, ,---,,�-�, -�,-'�- '�--,> � �� ( TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY' SURVEY
- --1 I - '- -� `�--� -,, " , �� � ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M�
, 1, " , ,, �: , -, �,- \ -)-�
- , -1 , ,�, ��,
�,
WETLAND LIMITS I 11 I �',"' -1,1 , 1:1,�, I", ,� , --', " , ,� _,,�, " �- '�, ,��' ,-�',, " �-,-, � JONES , 513 CHESTNUT ST. WILMINGTON, NC 28401,
-
" I,- 11, ', " �-', ,:�, �� I- `,,,,�,, ,-, " --, ,--,,'� ��-
CCC ADLIV f1^00 ^C \", -1� - " , � �, 1�- '- , ,�� --> 910-763-1941
-- 11 ", �- , -, I
ENGINEERS DETERMINATION I ,� "�, -, �,�- ,��,� , --,� �---, - .
- , :--- ,---, - ,- ---:��---,�->�� - .--, - -- -� -- cD-
, - , � �
LETTER (SAW-2012-02036) , , ��- ,": ---,, ,� --I - - �', � ,,
- I -- 1, I ", "" - I" - `��,.\, ---" ,,,,, ", ,� �, 1, ,� 11 ,,-, �,- -�,-,, �, , � -, , ,
�, , AND ASSOCIATED SURVEY \ - I- " , -, , 1, - � '', � LEGEND
--1 '- 1��- �:`-,� " - ,
, I,,- --, -, 11 -,�---->- �_ 1'�
1-1 � 11, I" I , � - - �� I - --, I "I" �,
.-I I ", , �1� , , " � ',-� I --- �1� 11, 1--� � SYMBOL DETAIL
, ��
, � � , I , , I
I
1-� � "I I I , -, � I I .- I I , , , . , , `- � . , , , - I -�
I
I-- �- \ � � I � I I - 1, 1, " - �� , -�"- I -,,, 11 1�- I 1�,� I 1'1� " - I L I
'-
,
- - , �� 1�� ''I -- --, 1,� I -1 - , � I �1, 1,1,1 � , ,,�� PROPOSED SIDEWALK 4AS501
, I - , �
f --� Z � I - 1, I - -, 'I', I 11 "�,, I �,, - -1 1� I 1, I I I I I I I
/ ,-� I/ � I I 11 - I , 11 �, " ,�, , ", ", , 1, � , " ,,, " .�'�"'-,� I . , , I , [�j
I I 1, �
.
I - -
\ , - , - ---, "- , " ,
-� ,/ I I I ''I -,,� I I I -, "I , � �', �� 1, I - - I , , I - I
I/ � TRUCK WASH PAD, SEE I , 1� �, -� " 1, � I I - , I I I 1�, - , I ,
� I , . -,\
/ 1-1 '-- /11 / I ARCHITECTURAL PLANS 1, I �, ""I I �,� I 11- 1, ,- I.", � I -- 1, 1, I, � I I 11 I
�- -11, - - - - I TRUCK SPRAY \ ,� \, I \ 11 -11, I I I I I I "I I I \ PROPOSED ACCESSIBLE RAMP 5/LS501
/ / - - - - - - I--, i WASHING STATION, �, 1, - " � ,, I � -1 ", I � "" � " �, " � -, , �,,� ��,: I " I" , 1, 1� ,
/ / I--, SEE ARCHITECTURAL I -� 11,� 'I, --'-�,� ", ---,�', --I-,- -�, ,- �,` "-, �, - '_ I -"-
PLANS FOR DETAILS 1"� " " -- , -, I ---,,��, ,-_,,: " -, 1-,� , ,,� 1- "_ , ,,'\
", I", -1 - - " " " - -
1*-1 \"-�':- '�-, "- -1 1"�- � 'I., - --"
/ / / 1�11 I 11, - --- -- � :_- -,,, ----,�,- , --,,-- , - ,1 -�,, I" " 1,
, :,-- �, " � " I PROPOSED ACCESSIBLE VAN SPACE 16,20AS501
- --- - -1- - I ---- --- ------ � --- 1-1-- - , "' -, " -- I --� -,,� ,,'-,-,---,�-,� -,,�----,-- 111�- ,�, --,�� -� Lu
I '_1 I ,-- � --1111 I -1 I.- - - / -- 11,� , �-, , �,, , -11', -, "� � " �� � "I' �, ,, ,,
,
/ / ---- / , , . , -
I - - I �, / , , , - ", " " "" ,� �� ,,, -� -, �, , - ,�
, I �� I I � , , , " '11�, "I -. ,� ,� " -,� , " , ,
" �, � - I 11 , " " I I �, I , �, -, -, I-, ,, , ��,, -� ", 1� --1
/ / / 1, "I " I I � I � I ". I - " \-,- ""--"' I - ':---,-�� - ,� - ,� , - , '�
I I / 11 I - " " � ,� � �, , I ,�- �- " ,� -,, ,- �,�-', - "",-�,"- " ".1 � � '.
�
" I
1�, / I I I ,'I � , "I , x � / /I 1, 11", I �,�, � ` -- ` "' " "'L � ' . ,� , 1-", " - \
, � � ,� - , � - , ,,� , " � ,�
I I -� - , 1, t.1, , - 11 I � I � " -, ", �� ,_ , , , 11 �- -, -,- " ", �,,
/ / / ,� �, / " I - , � I . --- - � - , , - , " " , , , , -", �,,� ,� , �, � , 11 �� � ", -, , ,�, , �
----------11 -1" , " , '' / - � ! / I , - � I ,- " , ,� ,- � '1� ,�,-, " �,-- " � HEAVY DUTY CONCRETE 2AS501
"
�- i I ,/ , I � . I �, � " ,� I �11 � �� ---, "-- "I-,-
� ! � 1� � q, "I I , �, , 11 �, I . , �
/ � --- I / / "I I I ", I , , I ,WkAY I --/ / --1 " , , - - -�-, 1�, - -,�, ,_,-� - ,- ,� - , I ,
� , I I "�, I I 11 � - ' I ,, " , � " I ,
� � SEE DETAIE I " I I I �, I I �Rl - � 1�11111'1 I I � � I �1- " , I 1, , , 11 ',",� ,�, " , �� �',,- -, '-. I'--
i , I I Z � , 1��` I I � ,I "I' � � �
1
22 TYP. 11 1 ��---�11 ` I - , " I , , , � -'-:STEL- BOLLARD-, - - _- �,�- A
`
I - - . ,,� " �, � - �,,,�,, �
� " --- � w�--=�A - -- - / -, , , . � I � , ,
/ � I- � \ / AS501, -" , / , , � ',�<' I �, ,/, ,- ]z -7-1 ,� �, " I , " " �,�,� , �,
, I , , � , / / ��' " " , -�' StE-�bff 'L-1 i 5 � - , �, ,
/ � I ,I I ,�, �', ,� / / ", ", "', / / F1,11 �� �-, I z I 11 / ,� " Z � , I - � -, , 11 " ,� �, /,/
, - / / �, �, �, I / / /
I ,
l � � , / I , / , - // , , � - - 1 , / � " " , , / I �, I -1 .1 , -, �', /
\ � . I , I ... I " 1-�" � , ,\ / ' ' ' /
/ PROPOSED V-15" - � / / / / // ", ---, L I - I I I / ,- // / 'TA � 1�, . 1-1 ,,, -,- / , , / , // HEAVY DUTY BITUMINOUS CONCRETE 22/LS501
, - � I I
/ )I - \ / CURB AND CUTTER, ,�, " , �,� I / ., / I/In � n'� . ,� It I / �, , I I -11 �, -- ",'� I � / I ", / / / �,
�
�, , � , , I / � "I , V----ja- ", " " "" / I -1. . 1� -, , 1, -� -- -�, 1'� �1�
/ , I , I " ,/ / ,/ ,,, /, " / / ,/ � - -<- - -- , ,�, ,�� 1� 11, � ,� - , I
� - ,
------ TYP. / � / I , �
,
1�1 --- \ / I "- I ,, I " , ", '. I � -/ I / ,- , . , /� " �/ / �,,/ 11 , ,_ Cbwi�o6 ' ' , -
- " ' 'S OP ' - '- ---- `-� '� - '- -
I /I -,, � / � I , "/ / / / 1 11 I 1/, " / I , - " -,- -, PROVIDE 'S , -__ '- ` �,, ,,�
I , � -I- /, , , , I / ", � � / / . . . I I/ I �, I / , ,,� I 11 -, 1� -- -,, "� �,- -,� ,"��
/ I , � I I I - -,,, --� - -,, � ,-, � , , ",- ��
,
I I . , , C . , , , - � 11 ,FOR,��': 1, \ SPECIAL HIGHWAY
I � /, 1-� , � 11 � ,;. � / / , 11 / ,�, , 1, ,- 1, ,� " ", - � DRAWINGS -- - I , 1, 1, , I ,�,, ""- ", I FUTURE GRAVEL PARKING LOT (N.I.C) -/-
�, / / / . ;�, - z/, / � "I 0 LITY", ,/7, - I UTILITY E�NCLC - REE�: , /,, ,,. , �, , � , 1� I REVIEW AND" ,,� ----, , ,-�,, . � , - � ,,,, - �, ,, �--,,� ,,,� OVERLAY DISTRICT
/ �, I I ,� ''I 11 "I " I I'll I , /1C NCRETE 1, I I /--- � ----�- - 1_1 1 ,, , , ,,, '' I I , I" - APF�RoVk�,----- �- , - _ , � "I 1'� 1� � - , I , "' � ��,� , � """, - (SHOD) BUFFER
,
\ � b 1/-) , - , / - FFE:34.50 I ,-
�
C11 � ( ;"��
EXISTING BUILDING Z \, I I I 1 , , , I I � ,
_, DUMPSTER PAD" � f I I I I � - ... � -
\ . Ci ,� � I I I �, � 11 � / ''I I I 1 . oc; I - .I'- 11, , 1, I �� - �` I-, , -
.
TO REMAIN 1-11 I I �� I I " , " � " / I I I .1 I I i , L- " I I I 11 I 11 - 1,1- -`- --,-,�- --- - � - -- -- 1�- \ I -1 -- 1� - I I I -
C- I ,/ "I I ,", I I .1 � 11 " ,STEEL PIPE, ' ' --.1- I � I "I I", .- -� , " ,� , � 11, I ,
� , I , , I � �� , , , I " ,� -
I I / I I " I � I , I I - .1 / I , '- I 11 � I -, - 1,
/ , , � �-, , � , I/ - 1� - I I - �- I �
I �� �- '' " �, / , � 11 /I " , I � . " 1� " , �, --1 ,�- ,� "- - �, ,- 1,�, - - ,", " , 'I- ��- �
- I I I I I I I , , I , - , i " / I /I 11 - , � - -- - - I � - -'' � ,� , - "� -1, �
- , , � I I I , , ,� �,� ��- � , � "I -1 ,�, , �., - 1- , � , I ,��, , x
, � ,� " I � I I ", 11, - � , I / 1�� /" / HEAVY DUTY � Ib �, I �, "I ,
I - -1 - -1 . - I - ---I- I I I I � 111 , ,-" � /, , ", �/ ", " �, I I � , . 11 -LAJI-16L/1\1�'1111-F "I , PROPOSED V-6" CURB & GUTTER 1 AS501
, I
, � , ,� I / , , " , - -1
\ ,,- , /, , / , �, , , / I I/ ­ I " " I , � I ,1 1� -1 �,',� , I �,,� ,�", ,�, , "', , - , - ", ,�-, , � "--
11 - I - 1, ,� / " " / " �, , B6LLARb, Tyf,., '� I / 11 � - I � - v,- I � ,� ,'��,�, � �', '. , � ,� � � -A
I--,' - I " Z , / I , � � � � I I ,, , � ,� �, ... � , " �,- � - -
- ---1
U I "--I..---- -- � "I I - w
/ �X I I I i `,-I - I .... 1.1 � . �, /'i � , I . i . 1� i . � J * 1 i 6 . ; ,� I *41 I R I 4H %I � I I I �� / " ROPPSE - "'. , - , , , �, I "- � --, - ,� � �
/ , - - , ,
/ , , -1- I I I I I 71 - - , I - " -', I", � '- 11-1 1, - , � " , '' , �
'�7`1`-'�`,-� T,�--, -�,-711711-177 " - I � - 1�
7 7 i � 11 I I 7� ; ", �Z�i�1;4�<,��- 1111�­-- -7- -,,,!---',--,-"i-,-"I�,�"17;�1--�,7,-�,-,- -�7,�-,,'�' 'P - �, -` � -�', � � 11," � �, ", - -- , " I 1� I
I I - 11 , , ��- - '4 �7, ,,f; � J -- , ,., -- - -
, I "", - ,--J 1-1 , �,,�--,,��, , � ��70, 771N`,17� , " , , ,,,, P R Ty /. , I , � I 1, -
<�) , � / , , , , I ,-;�- I '---��--., 7 - - 7 , , 777-7�,, ---'' _7 - - ,, S,DEW I � , ,, "" �
- , � � "Ill - -, - , ,
- - , , - , - , - ` -- - , --- -2, , -, - --"
, " '':"- �', , , , - - ,
, - : , " ,
�1�1� -�, ,Z � � �, � ,,-,�, , , �, , � , - �, ` � I 1, � I" 11 �', , ", , , 1�",
, . ", , I I I I , , � 1� - I ,, 1. -
,� � 11-11-7-- -1- , -`��--` -- V 1, , . , -. � - - - - , "' � 1 I
� -_ � - � / " " 1, , , -, , I ,- 11 , I , � , - - - " -� "
I , , , , , � I , , , -1 -1 I - I , - I 1, �,
:, - -, ,� --�� ", , --', - �� ,/ / �� / , �, ,- 1, -� � " - "
� - - - - �.\ '. �
- I ,I � , I", �, -�,, -, : �,,,�� - , - �1'1 " � I- - ,�
� , (��� I � , I , , , - -;�, , - , , , ��' � ", I - 1\ � - " I - - , " I -- - -- ---- --, -- - I ---
, , '��, "! I -11 ,-�:] I --�-,� -� , '. - -- -, " - -� ��;, , � `1�-- - , . � ., � �,
,
�,"',�,', �,­ , - , � -
"I � I I , " , "--' - � :/� �
I 4 �11"" _:._-, I"- ��- - ,�
-�, , - -,-
- I I - -- I I , ,,,,,-:�-, 3,, ,;,, ,,�, - - --�'--, -A' - ''I ", 1, I 1:1 � - ,- I - I -, -
- - I I I I I , �,��,,-",I;-�', -vjr",��", f-�, -
-�- ,�, - I I I I - , , - `- A� - , - �'- - , � - - , I PLANTING , � , I I 1'� 1, - ,� I I I
1P I -'�,,�-�-, -�-,:�i -� , �, , , -,', , , `-��""',"�"'��,`�, , , - " z - " , - , ,
- - , , - -
, �, 11 " �* , �-�- , - , ': , , � � � , .-�� I - �, '', , �,,,�-,i 5", 11 /" , - I - I
, - -� �, , ��,, \ � ,
, �.� �, " �,A-
, , - - , , " '�� -:��`j --" -,�' ,4:, -, ,: --�',` "'i", 4' �,�` ` -'- ', ��, " � , :/� �� " -/-
- - , ''l
I 1� - - - -: , - - , , ,i,
"�, -- , - "'; ..... , , , �:�!'7"'%-_-,,�:-,' , ,,�-", - - , - - - ,�,',�-,,��,�� -, �:", , - � - , ` - ,,, -� ����,�,�"-'�-,�'��,--�,--",-,��:�,,i�",-""', ," """', i ILLUMINATED BOLLARDS
� , ", '- '- , - - � \
, � , - A -';�:,�,�-'�� �,�, � �
,� � -, 11 �� ',��- , , , � -.''- , ,.
.7 � ,,,_ � ,,�, -" , �, � , , � ,,�:�i, �: , , , , � , � , �:,��,-J,"-�,�', --:�`,��- '-',:",,, " , - ,
--., � , -�,- "���,,��,�-,,�,,-,�,,;,-��-,,,�",,",-',,�,,,',,,��,��,,,7,,,�,'�',"�:,�,���, 1- -,, , , , -�--,�-"'��:"',,, --�,.""I,L,,,�A� , -, �, -- , ,,,, " -�'A,'
",;�,-,�,-�" - ,.-,--"-",- --�-,,,�-.,,,.-,�,�,�,'i-�""","-"��,�, -'--,--,;,� - "-,. -, , - -- ", �-,- - - --- -,� S ,-�,,, i-11, -', ,
,� � , �:""'�,-,��- �,-"',n�,""L ,'� ,�, �,,',,'-,�"":,-,",�""I���,,�',�;-,��
R39.5' - , , I �� �
I � - , , , -_ i ,, ,-� /
I ` �' - -, -_ , �
I - - �--- ---
, , ;,, ��,-",- -, � � .
1-1 � � - -" -�-11-- -`11��: -� � ,:, - ,,,--,'],'-2� -', - �1'-,1'1,1'-� 7,3',,!V;�',`:"�,,,' 1, "
. 11 I 1-1 , 11'-�� -1 "I 1--,�-":--1'1111-� , , �
- -� ,-,`�,,�,",�,N- , - , - , ,� , �-- --- -1" ��- ", �- , , , , , - �::, 1, 1, 1, � � I -I-
� e�,y �. - , ,I �,-"", ��"',' � , - , , 1 1, - -
� 0- I , 1� , � �:�- , - '� , -� ,-,,�,, �,' - � -�,,- , , , 1�1 ", i - , � ,-�� � 1, 1� I , -
I � � - , - - "
I , I , - 1, , , - -, , I , � -, - ,- '-�
I I �, , I `,� -,, � - -,- i : -, " � ��,- � ," - - , - - --, - "�:' ,`,Z�--� �,�-! � $It� �, � , -, - - C'd , " � - I ,, � � I , I I
� � I I � 11 - ,-;�-�, �, �; " �,� I --�,;', ,,,,,� ", �, � - _ ,-�,',-- -�, - - , , , � - , V , , , I ,.\,a, I "" ,�, I ',,� , � , '_ - , � , 1� -I'_ � , - -
, - 1, "", , ,
I ,�� - - -�-�`,:t - - �� ;,- , ,� - . , , � / ,� �, �,,,, "
-,,, � �� i,� � , , I , - � I , �, �, , '-
, , '�,_--If 1, 11", �- � I',- j ­ ,--, ',,,- 11-1 - �,� �'� --� -" -- ;
-- -, �� �, --: , - , -'���,` -�,`,, -�:���,,'i,',��,�.:--�,�,,�,,,,�:,,,,,,���,,-,',� -'�,�;�,'�-,��,,'-,,�,,����,,�,,,,,',�,�,��,�,, ��",."1F'/-,�-,� ",
�,; , - - - , , ,
- - � - , , ,:',:, : ': - I - -�� , I -, �, - - �� �,,' �,'�;� " - , -, - - , 7- " - -,-�',-',� �'-', ,,-�--,'�',--',,�,.--,7-�,-,'�""",,i-���-'�,,�, I , , �', -
I I I ,
-- I �-,- , , , - '11-1 .." I �� - 'i - '. - . � - , i, �, " AREA - � �,
- I EXIS I 1,11 �- - ,: I.- ,:- - - �' '141, 1, � ", -, , ,- - �
I , '- ,
I , I ,�, --' , , , ", " P, - , - , "I I--, '', V", " "- , ,I" �, " ,� - ,
1� " 0 �--,-��-",' -- - � , f � ��, ", � � �,,, "", - , . , , , 4 , - " - � I / � , --
I I � Z, TIE ASPHALT INTO I � , I ,- " `�,,71' - - - - -,- �� " �,- ,- ,, ,�, ,
TING ROAD - I ,;� - �, �!� , :� '' ,- �"`, ,,,i!;�x - 7,':',: -," � -
-
, ,,�, ,- - , � ,�-,��"",�--',�',�,�,,�,,�-",--��"X,�-,--,�',,,,, �,'z�,ii�, , � ,
- � �:,,
--"'\ - , � , - �j li, -'�� I !,�� ", 1 - -, , �, , I , �
�' ,.�.'I,L- -',1- -,"'ti" i -1 � / , - I
k" � ,� 1� I ��- - �
Nl� -ehl / I I . , il� -�
-E�'�',!.,,, I - �-��,
7 - , � � ��
---�,-i', ,,,�, , , 1-� � ..... .
�t-� 1-1 \ ----,
I
,
� -
I
, I " , \ - -
/ / , �' / I , � � / I � -� I--, I ` ---`
I -
, , ,,- , , � " .1 -N -�- -
, "I'- � \ - 11
I I `� I I � ,111,�
� , I "'
,
-
, / , I , , I , " " I - 1-1 --- \ 14,
/ 1� I //,/// / I -14-1 L
�
I " , r- \
� � " �c �,�-�I, ,
"I ,/ / / " " Z t-. .--
I I
I
,
/ "' " " , � � \
/ ,
, / I , / I'll, ----
,
I I
/ / ". :�,,-��I,-11,4L--,�I�':/ / / " I/ I 1� 5' CONCRETE - \
/-- // /, ", - / / ""I '/ I "" SIDEWALK. -- , - ,
// /, // � , / �� / // I / I I \
, , /1 I I I I , \
- -
"'/ ", /��,,� / /I - " I 1 z � " I \
/ / � / /
� i ", �/ , 1 (4) \
� ILLUMINA D ----
N BOLLARD 0 5'
___
\ -, -
ELECTRICAL
�
-- A LANS, TYP. ---
---
,
i-/A 11--
I
---,-I
vr-�- �
I �
I �
� �
I I
---- ,:--,/, , I � I
- � -
�, " I
��,
I
�
I
I I , -­ �
-j-1- � :
; I I
. -i
� I
L I
: 5' WIDE 8-TA �
-
, '-
-�� ,
- �1' 11 -11 �
.1.
`�
: :
� �
I �
4 1 1 � I \
� �
:
�
BLACK )ANYL I
�
��, �
-�-
"I I � ------------!,
F "
� ;
I ; �
1 2 1 � I �
--- - ` - -- ---- - 1�-11--------A.-- 11-1-
�
� I
" - --.- -
:
�
1 COA CHAIN ' .-.-:
"'IFMIR, �
- �
, - - ,
�,Z"V-11'1 � �
, . I
I : I p �
6�-,
i I : I
in: � � I � �
i
,
LINK GATE
,�X', ,� � &,, : . - - -
4'-,�'j ,-
"-f
� � �
---I- -11-1 -
i
-i I � ,
� -1--i-N -�---
--- --11 -- ---l- � i �
:
- - �
--1-1
TRANSITION FROM
�, k �
, �,i 7
� I �
�
I I I
I I I I � I
, � : � ! ,
�
;
HEAVY DUTY
0�� I \
11
: J
I i � e �
I : ; � I I � I \
: 3
--- J
CONCRETE TO
1, I I I
�V
\\
\ PEDESTRIAN/SIDEWALK
I
� I
/�"`,N�� ------
CONCRETE, TYP.
I -
�Imm, � , � ,
�, I �. � I
-- PEDESTRIAN
\
,� �
" ;
CONCRETE, TYP.
-,
,� - , ��
, i ,
- , , I
" -el I ��
, ,
\
-
. ..... ,
�11 - 1�
1�1,i� � �
- 11
TABLE TOP
\
� , ,
il,
I � �
SIGNAGE, TYP.
,�
�-,�-�� � �,
�- - �
� 1-��, -
HEAVY DUTY
1-�
-
:--,�� i
�' ��
ASPHALT AT TABLE
1�1
-
,-�: �,.",�, ��-,-��
�', - --- 11--,i
� , ""
TOP RAMP, SEE --1
I
-1-11- -­
F,
I � P� - �-�
1p�,:"- I I
DETAIL 23/LS501 1-�
��-` ,
- 1, � ;,
I- I � � ;
11�-- I il
1-1
.
i : I
lx�
1-�
i ,::
1-�
I i �:
I ��
I 1 ��
I !11,-��--'.
1�1
\ - 1 �
1� -11 I
"'
I--,
� - 4 �
� 11 i,
-'-
11--�
\ �, i �!
\i
k".1", 1!
1-11
,
- ,�
I i ,
'% 1011171 -
�
I --
I 11 ,
I I
� ,
- , ��
EXISTING CURB
" � .-� I
AND GUTTER TO
� 1-1
REMAIN
��,"
" �� �i
-
�' �,1-, r4 )�!:
111
HEATT TABLETOP
�',
"
PAVING PLAN
; �1�
- t !i
ENLARGEMENT,
I
- 'ji
:-_ :�'
�j
SEE DETAIL
I �z
I
i I
1/LS503
V pl
14
, ,
- --,
�,�,, �:-
1 �, I -
, 1� I-
, , �.-
:,�
I ,
---�J ,
1, :
� �
, ,
11-1-
111-1
-
ii�i-,�
-- ,
, , "
-
"""'
�`�
1i l-
41i
-M
-�
�
, , �,
I 11 -
11
�
1,
ill' , ,
''
'I,-
iij�\
I I W! \
-
--
-1
-
I -,
"
Ili �
=��
- �
- .
�
I I I
, I
, -�z
, "'t
��:��"`�
,�`, ,�
I
,
(f)i�i
� %
!I ,
R,E
-nj
N -\
I!!
� \
I 11ij �
I ��
I"
�
4 � �, ��,,�
- 11
I �
� 11
I
�i� %
I 4 "I'
��,� I
\
,�,'-:
14. 11,�.,
I I -
- I I , I
-�ii
. � I
Z I I I
I I
�,-- �--�
� ",
= , ; ; w,
u
��,,��-,�',
,�',--
,
I � �!
F-- ,;
":�,,' "
,�'.,
,�--,,--,
- -�a,
<, �1:
i��
, i��;-
-,"I",
--I'i
, ", -
-.--
'�'v
- -
-:��= I � � - -
,> lj�
; fl,
:`
1:� I -
I IF I �-, --�,"-,,, ',�,,`,R-1�� "", 1. `j�,, , I 1, -� - -� -, ,. , 1, I', ,--" �1, - 1� `- I" �1� �,� " - �,
-11-� , , I - 1 AE � �", I 11 , --� SITE LIGHTING -/-
-- - � el"z�llf-,,,6 "
,--
" � """t'n","� , -- -- `---� -
", - ... , "? � ': f� , ,
- , - -; , - -, ", - - -, ,
, '�- - -- - -- - , -" -, "", , ,/ / . ,�, - ---�,
---" , " ,,--, -,--
-�,-`T'i�"4:", " ,
, -,-- �,,-,- -,
-� , - " , -,�,,t, �w , �0r / - -,, - - --� -- -- -� -, Mr
. ... ... 1'0,,R",�, I
�', � W, - -
,��,,,�
,,-,-,��,��--, , ---14--a,�t�� ��,,J�,gA 6�� � N� "��-,--�'�,,§-�-�', lwg�,�"'�,,,7
_ � -- - - - 'A - - ,-) ��M - N
-,, � �,,, ,; - - �, " -1. -4,10-i", , , , --1 ... � � �, - 1`,� � ��,,��r ­�- M�q�- , "I " ----, ,----','--',�,,-, - i I I � ---� -�`
, ,
-- --, " -"-��A!-�-,' -­,� t , , �� " "" - � W 5� ,,, -', -1, 11 - 1-� -
11-�/-- -1, ---- -n- ,�-,�,::; "", ", ,�"3' -`1111 � - , ". "'. �,',,'�,,���,-�-,-"�,��,,,,'�,� --,,' � ,,,-,,� v�,,�, ,'7
,1, �, � ��'. '- � ,� - "" � , - A,W-V � �1 , -,,�;", -','�,w-�Z7,z,,,�,,�. � ""�,
� - , " I , , - - � � i � I I -
, � � � . ,4 1 , i / /
v , , ,
� I" � I �i i , � \/ , k�, ,-�,� I I I'- - , " -, �- �, , -
I - �2-,, ,-,,-- " , `--'� `� -5%�', �, - --,g� -t-�-,z,- '� -,- 1i 9 V- N i - , 1, 1-1 , � - ,�� � �
r -*fi-![,�'ll��'�-�-"�,.---",--,,---,"-�,'��,-""",--,-�-,�-�,-�-��,�,-_,,-1,�',��"-�"-�l",��""I'�----,",-""��-�-;,-,�--,-����--,',��-�,',,,,��,"".,�,-"""�-,��_-,,-_,,-�-�, �, ` I ,� - - -,�, ��%,! � 4- ,,�.,. -i- ",-- �� "--- -1 ; -2. � - -- ,
�',---��-���"-"�-,,�,-,--,-�,�,-,-,�,-"",-,,",�-,�, -0-,�,i-�--,�,��, -- W"", ,�,,,�I,---,,� 2i'-2E-V g;�,,--,,, - - ­ � � I '-,, �-� ,�, -, , , ,
, , -, �- � - - , � , �
- �,�4-
,
- - I 10- �?�9,,-%, ""' ti-'�',11` , , - �Z,F i " - ,
, -j�
- , -,�, ` -,��-, , M ��,-'-----", , -1--11-1 I �' ,I " - �,, `,,� , � � , I �
I � � - ., � ,I A '? - K�� ,i�",�`�,z I - I � - �
�_ _ , - � �� � E�� , � 0 -, ,�, -�� L I I I I , - -� ,
- --RT��W�� - ,I- o�,� -� � -," -.- - , - I - , - / I � 11 ". - - - � - ', "
- �K,��,-""�,,,�, ,,�,��,,', 11 � , , I- - �
��r- - - - - " , . , � / �
n7 . � �
,,,�,�t�4-��,-�-�",-,6,6�,��i-i::,,�"I",��,�,,�,-,� �,--�,,�,�,-�,�"I'l��,,�-��,,�""i ,�-, � , - I'll,���l',�l-i"��,�-�,�,-��-,�,-�-/"�'�� ; I , "I / I 1,� -,,��,, -� � -, " �
, � �, ---7-� , ,� � / � - , -, -- , "
� �� � - `- 'Ai- " I I �
�� - �4� - � ,� ,
,, I, �,- , ��
. ii / / , I -,- ---,
I 1: , g -- � I I � I / / - 11 -1 1,
"I " P:;t / /I ,Z/ / " ---� --- - 11 - - --
"" , "
'. I ,,- - i, -
�-,' x- - 11 � - -�, - -<,--,,,�,� -- --:�- ---,
1- / I
: , �� 11 - if�/" �� " 11,� --, - -1
�WOSED I 11 ,, �, � - -, I
.1 1�1 11 -1 I : / /CONCR ,PAD '� , 1�� -, I
I I I / , / / I --, , -- I I �1, -
,
,
� , % 'I, , ,� �- 1'-�'
I � 111)rp� - / / / , \L� � '----, - ---
I / 11�� ,
1, � -1-1 I � " I , d 11 I I , , / --�' --��,�� �,--:�- ,-� �7�
, -// /, / C
, / ,
18", 'k' I
" I / i /��Acl ,,--,,, -,, 1� -1
I -- I :,,--- / / ' ' -,_,�', I -�, '--1 �
I'll, -� ,,, -1- 5 , ,;�� ' 11� -�� -1" -1 � - I- --,
-
,� - ---111. I , �, I ' COATED/ - --, --, ,
, I � � ag 14 � I I - - -, � �-��-,
-4�"f- � � � I - .
I I "01AIN/U /'FEIN I , I\
&
., I - I � I 11 / 61 -- -��
1, �� I I t // . . . . . . --� --� , --, --,,---, `:�'
11 - I I �- I S � I " t' ,
,
,
- I . �1- I I I - ,KY,VIUL ---,--�, -�<-,,�� --,�,-�
Rl` " I -
I
--
---1111 �1, � I '
.1 - .1 . I � �\
-- 0 , � '� I -� I /DRAA NG� ,
� 11
;ga,o, I � I -4�- ! M I I I ,� �- I I 11<�, �
'" � I - , I " . I I � --� I -, � -,, - - ',,,�--- --,'-,'�, <
" tW` AN , ., ,�
1, N �1- � -Z - g�ig , _P_�','12114 I ,RIE , EI , , - "'
� - 11 // APPI�OVAL* / // -' �' ' -_�,:� � -,, ,> I , ,
cla � 11 � �
--l' I " - 11 / �,,:��
..... �
, --
--11, 1,-��- " F N, .. �& - I 1� - -- -,,----', ,--,, , I
I a, --- � I I -, -� -�
11
-�
,
-, , I �
t
- -, - - --- - , I . I -- / , --1 - -
,W-,a,N --- %ii,,iR,,,,`�E � �11 -111111­- � i'�� I - // /:I-- /. -- -- " , , 1, I, - �
MR il,i -,� ,11, / ,
I i -� �
-
�4;--,�41,f- ", , lell� ... - ; ,E7��',g��:�,�- �� ,� 1 16 /WIDE,,8-,,, LL ` --' --� -� - 1'� � I I
I . . .. ...
"�� .. ...... � """" . . . . . `�, I � 11-%-- 2 , - 'i � 1, ", ,
1111- -�,Z�, �1� ,, , �-u , ,
, � -- - -- - , , - "�`i-` ,
, , , � "" , - I - -- "'I'll ` , , a-,� I I I Z ,, BLACK �VINYL/' ' -- - ,-- �, I -- " I- -, , ,�� ,
�
�
� I y '1111,1't.,�, 11;� - I , ��
� ""11,11 -'- 11"I-1- - "; ��'-e"',- i - -�,V,11'1`1-4��,N _T:, ", 1-411 "--` 01,11i -f -­ " , - - � - �
,,�z I " -
, -, - '1,1-4-1 ,!�
- - 'I"- I - , , ,X, 44 "'14 - - -
�,��i� �1, I " ", 5 -0 - - � � ,11 I � I �, , , \ , - , -,-- - ,- ,- --� �- ,�`,-��`, , -� "�
- I � � " . , , " , , -� I � -
- ""11111 , "., 1 1 - I " �,� � � - �,� -" 11� 11�, ,,-�,,-, ",- ',-, ",
�:- 1: � -�,�'�,� -11" ,n�`---,--,-�, � I I � I --- ---, --,--,:
- � ­- ".�,
�
11 , 1��"S' �, 'I 'I, - "I - �" , -�", -
, - - - "' 1-1-� 2,2 � ill������--l"-",�--iii",�--�-�� ? � , It I ,� � � . .
, - - - );,,,��qi4 -,P- � 2 � --11 , - 'I''ll, - -,��' - I'---- - <-- ,-
�,- z��---- , ,"--i ,� ,p7',A--g- fg-, "'� -� i-,�,'*�` -, p-,,',,',,L,�,;- " ,",,-1',`,0i -1 / I , ,
,
'-m , ��, --��1111'11 , �� 1. P-5111441,7R-11� ��4��'�`�1011N`1-1 41 - -- - - - --� - �, , , , , ,
K , , - - I �"`-' , - " -� - - -,--
- � "
, , I , , , , , -- I I �
- ""'gL .-,,,ft--R �
I �--- - " I ��,gT�', � '11, I �
- ---- �
�
�
�i- �`*1'i-1;1-`-'1, � Wo� -,`t�77�"-, Q,',,',R,,,,,i , I - -0 -2E mt,21�1'1111 '11, -` ,-
"I �, ,i�Ka I �,� .1 �,-- `�I, - � I, ,-"�,,.-,�-,,,,,�,,�-�-,,,,�,,,-��', �,,��,,Ml ,,COATEO/0HAIN' , / / -, -
�
,-�,,,1',L1,-,'-, " , N R - 1 R-.,"R-2 -4,
-f--1-11`T� i -
- A- - � - u
- --�'- ,-;,�,;,- , - /,
,
I � `�"' I " �,,
- ,; ,, �,,� - � �­"-, -� LINK,DOUBLE, � ,
ig",_ ��,, -.--, . . , ,
I ��, �-,�",,--��,�ll-l�-,.-"�,�",��, �- , I I I 11 I -,g�,-, T I ­ I - - - � � ��
� � 0'j,"w � I I I �� �,�, , ,-- - -- /GATES" -` / � I, - I", �-" , 1� "� , � �". -11'� , I ,
, - - ,.�_ , I � �,� � j 1,3, -H _ , - """""' - � -� - I I � , , " " �- �- �', -, , , �,
I - 1-1-�`V,-`�i- I , ,,,, � , -� � :
11,11117MI1,11 7i7 -,-,-- I �-- 111-111 y ---ll " ;il
.1 - - Q�4- � f I I / - " - ",
. - L- �, / , , ,
A,
- - - , I , , � i "� �, , , - - " , � � - ,� ,
I " � , "I / �c , " �, , , , � , I I , -- �', , , ,
� � I � � 11 , / , , - ,� ,� / , /, , i///,��, , � / - , ` -- , � � \
� 1 ; I , � , � "I ." I �, , ,
11 � 11 1, , , , ., / I " -� � I , ii- � - - , "', `- , � 'I, �,
: - I ,� " / � I I , I I , , 1, � �� / / / \ "" -,-, -" ,� " - -- -1, - - , - - , ,�
�.zD� - - ,--:------,0-14-----� -------- - �,-�-- ---'! --- �� - -11-!1-1-11- Z- - -.1 -11� - - 1 -.-- "� " , , , ''I " "I I � I � I I I , / , , , , , / � " � �,/ I /- --� - . "I " , � � - � ,-� " -�- ,,,, --- I- I- x ,
- I I I - I I � ,
, � , � � - I � , �_-� zi � / �,, �, " -
I I i " � / I I � , I I I , I / I I I I 11 / "I ,/1 , �, " " , ,� I I I , I , , I -� � , �, I " I 1/ 11 , ", ,� '' �, v ,� " � � -� � ,�, , �, -11 - , � -,
; P, I : f i i ", I . I i . / � , " I" I / � � I � / , �� � -/ � , ", , , � "I' I � 11 I ,/,�, " , 1, /' �� - \ , - �/ � �, , �� . - - �� - -I',- � I " - " -1, -, � - N
, , I 11 1, j I �,:��,�, �,
�
�
I � I � � ,� � / I I " , , � / , , , ,, � , I , I - � /� / ,� 1� / / 1� I- -- - ,
, , ,
, , � ,
� I � I , � , , , , , � �� ,
� - i - ;� �� � ; I / I � ,� , , �, , , I I � � , , z ,� I " / "� " / "I . / . I -�- /, , I/ � I I � /I "I I Z '. I 11 , / � / " I 1, 1'�,� 1,, "� " - ,,, �-. -1 I, '-, I,, ", � "11. "-�� ":��
� Ct .� i r ] ,1 I � I i , , , 1� / / , , �, ,� � ,� " I I I 1 / � , I �, " , � , /" , I / � , / / � ,� / I "I I 1 I � / � , ,�, "� ,, - �, I ,� -"� 1, �� " - ,"
, � � � l I I i i � , , � , / � � , , � I - � I , / I , - Z � I 11 � , � �, - - - - � -
� ; i , � - " , , , � � " � , , , , " 1 I , � , // �/ � ", 6 "C " , � � , , , , � 1, - I / " , I �', �, �, �� - / 1 , I "� -,� � , , -" - � , �, I " "'�,� -- `- -- \ ----- ---, - - -- " 1,
. I . .-� . I , , i � � / "I , I , , / �, I /I " I I , / . , , , , � / , � I � / I " �, ", I ,., , 'IT LA K � , 1� , " , , , " / "I - I , �/ /I / �, / I , I �, "I I I � �� �-,- -'. -, , "�� ,�,.�- �, -1, �, , �' �', �', ... \ i�n
I � �� .1 "I " .1 I III, ",� 11 ,�, ,-, -1.1 // Z , , I , , �� , �, "I / '' I I "'� ,/ /11 11 I I I 1'� I , I // I 'I/ �', , , ATED, CHAIN' ,�:��,:,--,, //,- / / " � / /� "�, ,� � // I �,""111 1// 1�1 � � , , I - ", - -, -" - , , I "��', 11� I ��-. ,� I ,,-: ,,� ,� 1, , .
� �, - I �: / , , , -� 1"', I - ��� I'- `-
� // 1� I I / -1 ,� z "I, " �� " " " � , , , I / � " . " �, / -11, - 11 I - �', -, , 1�� - -
, , I I I � � ,/ I I � '' , ,� , " , ., I I � � /, " I 1 I , , -, I , �, � -1
, / /I - � , , , , " � 1 � ' ' ' ` , , 1� , Z ,� I 11, I - -- �, � , " 1,, , ,�
' ' " , / , , / 1 , / , I , , , /I , ARCHITECTURAL I ,- , '' �, � " �, � I , , " I � I , � -1, �, I 1� ,
' ' � I I , � , , - , ��
I '' / � � / � I , VINYL Co / � , ,\,/ �
" �, , ,/ I � , , , , I � , �, I -"',-�� , I < I , I " � " � , - I �
� ,
�, ,� - / � ", ", 1�' " .1 , , ,�' I , I I "' I , I � ` I / 1 , I - ` � "Z � / � � , � 11 I , � ,/ I " - , I �
� :�� .... .. - I- I I � 1, /I �11 , � , � ,� � I , / I � I , , " I " , , , , -1 `� �, ,,/', / / � " - I -, " � -1� ', , � , I I � .
-
� /-- 7 - "
, I , I " " � I I I I . , , � , " SEE, , �, , " / , , / �� , I , " � / /, � -,� "'�
. , , , , ' ' I � I I / I I I , � , " " , , , , ," / 1 1 / - -�>,- �
, , , ,
, ,, I ' . ,� - � � , , , , , " , �, , - / , " �
I
-
. � I , - ��t HEAVY,� DUTY' / " , ' , ' ,�, " , , � /I � � I � , �, / , I- , I , � - , / " , LINK FENCE, � -, / , ", " , /,� , � �� " I I 11 / I , / ,�,�,�, / I , � - <
I 1 � "� I , T-1p., ", " " " I � / I � - / , , , / , , � /I Z I I , "" � "I / �/ , ` , , ,� I /� " I", I I , / - �, �� , , , I " / , . � . " r / � "I / /, / � / ,/ , , , - //,/ _/ // IV � / , I -", "� - ,_1 �� "", ,�', " ,-" 1--, ----- - 1'� , `-1- , - 1-,'� I", � '-�,
" "CONCRE"It' ' ' ' " I ,� � " , , � / I , � �, " ", , , , " , / "I
, " , , � , � , , -
I I " I � I ,�,, --�' '/ 11 " " / x "� �/ �, " ',, " , 2, , /', , �,,, ��, ,,, �, ,/ /,/, 11/ , I ,� ", // / �� " " , " ,/ ", / I / � � '/ // ", .,,PLANS FOR' DETAILS / /,-, ,,,, ,/ I " -�, �//�, , 1�', / / I � /'111 /I � / , , I I / / 1, "I Al ,/ --/ �, ,�, -1, � �-'11' I �,� 11 ,��- -,,�,,- , ----�, �� , 1, �, I - ,�� IS)
:11, "I / , I " , /� , � / I / I � , 1, / � �, I � " , , � � � , /
� ` � "I I " I , I � 1 I I " I I " " / I 1 � I , �, � � / - / � I / , � " / I ,, I , '. � � , ,--, �� �� � - 1, ", 1, �,,
,
I I I / I I I 1 / , , I � I � , � I , , , , � � � - � -
11 I 11 I 1'� � I " I 'TRANSITION J TO / " I I I � I ' I I 1 ", , , �, " ", I � I, I / I ,� ""-�, / 'I, , I " I'll I , I I I "I , � " , " , " / ,�,/ /I I I I � I / , '' ,/ I I / " ''I I I I I I , I I "I "I /I I I I 1'� �z / I I �/ /I ,// �-, I I I Z / � � ", �,� " " , ,/ �, ,� I " �, ', �11� �� I I � ", -1 � �,,� ,�--, '-',,. 11--1 , 'I',, ". '-, ,-"' �,-, - � , , I." �, -- - �', �, ",, 0
1 , , ' .' - FLO I . I I I , . / / ��', � 1� " � , �', I I , I � / �' , " " ", , , � I ,/ - /, � I . I / 11 " I � 1 / I" I � 11 I I , , , ,� "� �, / , / , , 1, I � �, , " I �' / I - "', , I ,�, , -- �� ��,' � �,,� �, -, � " -1 I,, 11�
, / ,, I ,SH, CURB,'TYP I " / I I I � , " � , , , 1� / // , � I " I , " /. , "I / I I . I I �< I/ " , � 11 , � � , , 11 ,� �, , " � " I I I � ,� �', �- - ,- -1 11 ", .� ,-,� '', ,� -� 1'� "
I I , 1, I I � I I � " ,� I , , / ,- , " , I I I I I � I I , , - , , I , � , 0
� I 11 I �', �, , � " I , I I " " � / I ., "I , / , ,� I / � I I "I I " " ,�, I I /11 I I I � 11 I 11 I I �, I " "I I " /' I "'',/ /I /I " /11 1�1 I '' I I e I I � I - I / , '11�1 " I �, � " " / ,Z,�, , , �, 1, I �, I I "I � " , I " �111 11 � ", 11 " " " " / , , I ,// , 11 I " 11, "I I 1, �,�11 ,-1 ,�,� ,",�11 � 1� "11, � , , 1, - -11 I -",� , 11 ,� I I I � 1� 1�1 I � �
I , I I I I I / I I I I I � I , I " I I I I 1 " � ,� � I I I , , I - � , I I , . . . -, �, -1
� I I ,� I 1 1-1 11 I I " I � I - "I 1� "I, " " I I V " I 1� I -� � .- � �,- --, 1---, - �,---- -- - 11 I--,,- - - - � --- --- � - , (-�
I I 11 I . ,� �, 'I', I / " I I I " ,_1 I "I ''/ , I � , I / I I , I I 11 �, I " / / I/ I / I . I / I �, " "� I "" " '. ,,, I I / 1�, , 1'� 11 11 ,� �, I I I ''I, I 1, I I I �,�� � , I �, " - /, ,�, " , 'I", . �', " " "I 1 'I, ''I "I I �, � 1�1 I / � "" " / � y �, / \ I � , "I 1, 1- I -, I � � I . - , , (:�)
I
x I I "I I , I , , I �, I I I I 11 I "I I , I I /I - / I / - I �, " � 1 , I , I " "I , 11 ,�, "I " I � " I , I �, "I �, I � I , ", " I , I I ""I " I I 1 I ,� / / / , / � �, , , , � ,"-­1 .,�,',� �,�, � �,,� ,, �� �- -,�,� -,�', , 1, I � I-, 1, - " ,� I I , , -", ,,, I �-� " I � ��, I '11, kj �
I I I I I I I "I -1 " I � A "I 11, I �, " , � I
, / , I , � � � - , , � I I � , , I I , I , 1 , , " / , , / I � � /, I I / , /, � I , , I /, , " "" � , � " I , I 11 - I , � , �, / - , / " , . I / � � , , , , / , , , I , , / , / , / , I , ", - , 11, � , ,,�� "" - "' - I - - ,\ --",\
I I , 1 I I " I , � I � , ,
, , - , �� , � I , . , � " , � " , / � , " / , , 1 I I � " e I I / / , � , �� � ,
" , , , ,
, , 1 , I , � , , , �` I , 11 I -� I , , I , , I I , I , I / ,/ " I , , I , I " I" I � " , , 1 ,/ " I I , I I "I I I " � I , /1 . � I I I I I � I /I 11 , , 11 I , , I'll , I I , I I - I �� I I � � I , I �, ,� I I -, I � I "I I ", I I � 1� , � " ., " I , I/ /, , , ,,� '' , ./, "', , , I , � '- ` I � , 11", �, "I I �, �,�, I , , 1� 1, 11 � ", -�,,, ---,, - � <�
I , , I I I I I I I I , I , I I " I I - , , , , // , " I � � , , , / �, , �. -� - " , - I , , ,
I /
I v � , I I . � I I � I . I I I I , I , I I I 1 I I , I I � , �', - , -, 1, 1, 11 I �, I �,
I I I I " I I � "I f , I / � I � 11 �, ", I I I I , /� / " � I ", " � ,� I ,� " � / ", , � "I " �, " I , / , - � / 1, � , " 1, - � , 11�, � I \,� �
, I I � " , /I , � �, 11 ,� � ,� I I , I / / " "I �, , . , I I I I I - I I , / I " , , I , ,/ � I � , I " - I � /I I " I / I I/ � I ,- ., - �1, ` 1, I � , 11 � -,- I
" I I / " I I I . 0 .1 " , I 11 I � ,� � / " ,/ I I I , I I I � I I ,� ,/ I I I I I ''I I " 1 '. I / , I I , I � �,, � 1� � �,� � � I , I", - , 11� I -- "I ,- � - " 11�
I I I 0 1 1 - I I I - " " , 1� I , �, I \ ,-
� " I � I I I I '' I / U) , " " 0 , , I I I I I I I I 1 '' I I I 1 I I I I 11 11 1� I "I / I �, 11 I I / "I .1 I � I / /11 I � I I " I I I I � ,�, , ', "I I , I I ''I - ��,, I'- �, "I - -- I I 1��
" I I I I I I I � . � 66 1 '1/ I � � I I , I I I I I " � I . I I I , I , I 1. � �, I I I � 1� I I I I - I - 1, � 11 I , � '- I I
I I "I I I I - I " "I " 0 , I I I I I � I 11 11 I I I I I I I I I I ,�, I , , , � , , I . , , " " , I 1, I ", I 1, I I I - I I -1 ", 1-'
� I I I I - 1 I 10 I , r, , 1 11 I � I "/ - -1 I 1� / / A I I � I " I I 11 -1 I I � I � I 1 I / I I 1, �, I � 11 1�111
I I I I I I I I 1� I - 11 I I I I " I , I I I - I � 1 I " I I I I I I I ,� I � I I 11 - I - � I -r 1�
I I , I I " I I I I - - I I , - ,
I I , , I , , I , " , , I I I , / , I , I I 1, 11 I I 11 I � / I 11 I I I ACCESS CONTROL -�� I / 1, , I I I 11 I / I I I I I I I � I � I I - , I 1�1 � I I I I - -, � 11 1, l� \1 \
I - I I I I I I I I- I " I I � I I I ,� I �, 1 I I I � I , I I I I I I 11 11 / I I , I I I I � "I , I" 10 I 1 1, I , I I 11� I I I I I I I 11 .1 11 11 I 11 - - -, , 11� - I - � I- I �, , - - I , �-"��\-i
I - , , I
, I 1 " I I I I I � I I I I " � I I I / " - 1 �, I Z I ' � SEE,ELECTRICAL I I I I I I I / I I " I , I -- I I ,- 1� 1, 1-1 -
, I I
I I I , "PLANS FOR ,DETAILS,, Z I I 11 " , I I I 1 I - I " I - I 1, I I
I I , I I I ,� I I . I "I - " I I I I I I I � 1 I � I I , I PEDESTAL ,/ . . ...... - --= , I I I I I I I I 0, I I � 1� - - I
I I I 11 � I / I I " , ,/ I I I � I I I I " "I I I I I I I " I I I I I I I I I " I 11 I , I I "I I "I 11 I I , I I , I I \ I I - I 1, 1'� I I I 11 I I I I 11 � I I
I �. 11 I I �, I / I � .1 11 11 I I . I I 11 I 1� " 11 I "I "I 11 I I , I I " �, I'll, - I I I . 'I', I'll, I I I 11 1� I �� I I I I /Z11 11 I "I I I "I I I 1� I I I 11 I I / I- .1 I I �, " I I " 11 ''I I'll I , I 11 11 1Z I "I I I I 11 I I I I "I � I I I "I - I-- I" � . 11 I 1, I -11 11 I � I,- I -1 I I I I , I - I I --
11 I 1, 'I', I I I , I I I I I , ��, I I " I I I I I I /I , �'11 � I / 11 11 ",1 I , "I 1�1 �11 I I " 11 "I, I . I � I I I " I -1 � /I 1 e I I � I I I � " "I, I I I I'll I I /I I / I "I "I " 11 . I �/ "I , I I �- I I " "I . I I I I I I I I " / , � I " � I ''I � 1, - I 11 ,_1 . - I � -- , - I , I I I 11 I , - - I I", I I
. - I I I I � I I , � I I I I , , , , I I I I , I � I I I I I � - I , I 1, I
I I I I I I " , ", / 1 I I I ,� / - ,�', " I � I I / I I ,� � I " I , I /1 " / � 1 " 11 " I / �, �, ,� I 1� I I �'-' " I ' ' ' , ' I 11 . /I / I � " I 11 � I I � I I I � / � " I I � - /I " " "I I I --, , 1, `1� '' 1-- � �� 1,� I - � �
I I I I " , "I , 1� . I 11 �, �, �11 11 I � I I / I , I , , I I � -" I "I I I I I �, " ". I I / , I �11 , 11 8 TALL SLIDING BLACK, --�_ , � "I I 11 I / . I , � ,.� '' " I , " I I I I � "I 11 I I I \ "- I" ,- 1, ,- I I, 1, -", 1, I
� ,/ 11 11 1, I "I I " I 11 I I I I 11 /I � , , 1 11 I " / �, � /� '"' ,� �, " ,� � I I/ " " � 11 I I � I � 11 I I I "" " - I - . , '' , ,� I/ ,� ", , ", ", , " , , 1 I , , / , /I I I I 1� I -", , � ��` " , �, -1, � , 11 1,
I , I I I I /' ", ", , , " I � I / 11 , - , � / �, 1 I 1, / , �, /, � ,- I / '..VINYL,coATED 'CHAIN , " - I " " / � / "I I I I I , " / I �, - / � / � -- - ---'L - ' � '�� 1, -
, I " " " , �' "I " I /� / / / � -1, , / �/ � " � ", / 11-`/ �', �,/ 1, / " / / �, "I �� I/ , /1 " / , �, , /, / ,1 , � , , " / , " �, / , / I � / / ", I // "', / /1 I /� // ,,, / /1 / / /-,� / /, ,� �/// �/ // ", / " ,� -�__: , _", � �,,�� �,,11 '�L �-
,
,
, � , I ,
/ I / / Z , / � I , , I , � x, ,
, I / � / / I ,/ 1, ,- , ", � " " ,�, �, '/ �, �, ., 1, 1, I , , /I , �� �/ x ,� / � I � , I/ / LINK /GATE' SEE"' , ,'� � �� r I I , , , , , �, � " �, - �
� � I I I , " I , / " , I � , , ', / � , , , / , , , � / � I I , � �// / � I / I / � � - - - -
� ,
I I I I I I I " I �, �/ 11 11 / 11 "Ill 1, I �, 11� 'I', �11 / -� /, /'11', I , I I �/ , - I I I I I ", . 'I, I I", 1, 1 ,� I I , , ,� � , 1 �, ARCHITECTURAL PLANS - , " , I I , , I " 1� " �, �� 1, "', ,��, / / , - " ` " � ,/ " I I 11 1� ,� 1, 1� �, I � , I I "I', 1, - 1-1 - - I '-- � - - ."
, , , I I I - I , I I , I I / � , , I 1�
I I 11 I I I I I I I I / 1 I I /,� 11� " I ,� , " ,,� " I I " I ,- I / , " 1 , I � I 11 I �FOR,DETAILS , �, , � �, I ,� � ", / " �', I I ,/ " " / / , I � � " / �� /I \ , ,�, -� -- -- - --- ---' -
I I - , � 11 ,� I " '. ,/1 ,� �', I .., " " / " �1 �� � , " " .� � ,/ " / I �, I " I � " �, " , I .. I I I I I . , , , , , , I -�- � , , , . I `L70/ ',-" / / r� " " - , I" L,
� 'L � , " , 11 I I I - � - I - - I I , I ," � �, � � I / I 11 . . . - - , / " I �
- I _ -, - , I I I " � q� , , , , - � " I � I " / , I I " " 1 / I I ,� , " I , - , 1, - � �, I I I " 7 " 7 , 7 " I , I � I -, I- 1� �
I � I , I I 11 �, I 1 I . I " I I I /" / /', �/ ',1 - � 1'� ,/ 11 1 Z I " I I I I I � I , 11 I 1� / I " I ,� 1 I " , I I - I " I/ , I " I , I I " I I I" " " I I I , I I., I . II �11 I -,� ,�, I / 1, "I I I �', � I I 'I, � , I'., I e �� I ,/� /� '"', I I , ��11 / , " I I "I , " '1�1 �� I -1 -," I , \
C, - I I
I -
I I � 11 , I " � , , ,� , I I I / � I I " ", 0 �/ I " , �, I " " I � I I " " " � ''� I � "I I I "I / I �, ', �, I I , �, � . , I/ 11 �, I �11 ,� / �, I I I / �, ". , I , I /I I I �, I "I , I " I " I I I "I ��,
/ " " I W. I �, -1 I -.-", �, '' ,- " , , �/, - -7 '. " I I - -� " , �/ / "I, "� "A/ /. , .. 11 , I I , I 'I, I- , 'I, , 1, . I ... / '11, , I , I �, , , I" ", Z, / / , ,� " ,�� / 1� /,", "I �, Z' -/ / '' �/- /', , '1/ , ,� ', - ,- -1 , - , � -,,,'
11 I I I � I'll I/ ,� 'I, I / I , I , I I 1 -1 � �, " I " / 6i ,/ � I , " �', / �, " "I " ,I ", 0", ,,� ,� - " " " -, , , , E, - - \" \
--,-- --, , ,-,--- - ,--,-"---,-''- .
I - � � - ,
) X�x- � -1 I - - - - I I 11 11 11 I � , , , x 0 y - x ,- -x , -x-? , , - - � � - ­ I.--- -,-- -11 --- -,-- - - -, -­ - -­ -- - \
PROPOSED POLE --,"��� x �'x ­­B,x T-ALL CHAIN LINK ::::7
LIGHTS. TYP. SEE FENCE, LOCATE 2' TCH IN URB
ELECTRICAL PLANS FROM BACK OF CURB; TO PROVIDE PEDESTAL
FOR DETAILS SEE DETAIL 9/LS502 SEE ELECTRICAL \
ADEQUATE SPACE PLANS FOR DETAILS
FOR GATE
OPENING
\ I PARCEL LINE DATA I I PARCEL CURVE DATA I
\ I LINE # I LENGTH I DIRECTION I I CURVE # I LENGTH RADIUS
\
!::::�--
EXISTING STORM
DRAIN EASEMENT
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919-828-1876 FAX [phone]
WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
'0 ....... �',""" -
\%,* 010,R /-/ 0"',,,"
-*- ,%N 6� ........... ...... 4P
� ' ,
-� . -,
..-�. �',�, ..--�
, #DSC4�--... 0 .,
gx,a7l' , � \� :.
I Q .-�?� -�
,\5 ,�Z -- -- NO- *. -
- . ?014�.. vt � ��.----,5i , �
= �.� . - =
.
fi L�F'c-i SEAL f1%. - . Q: S- -
9 j No. 1414 "it
-j : C-IM I ­0 31, E V; .. - ,�, ft . J( =- 1,
1 0 **..i 103 IiK` * : Z
L) ..N .
� � J, � * -
- .. c0o� -* - 1. 'j, * ,"z> 0 I
, ...., -, %.. ). e ��
% ** ............ .. I
....
V-6 .....
I A. %
141 1 ,,%%%%%
-
07/29/15
+ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
I
.
0�
w 11
�-
Z
w
0
W
w
0 r%
Qj
0
-j
0
Z
r
C) r
w
�- I
CL Lo
(D Ob
Z O,ct
_j 00
w CN 11
ry w OZ
-j -
W �- -j I-- -j
2 �- 0 < 0
%.1 y ry
w < -j <
w � L-5 (-)
0 T- 2 w M
(:) F- I
Z I :5 't-
< LL T> TV; 1I`
0
2 Vj Z
C) Z 0 Z)u
Wrj (-) a- d-00, -
r < Z <
0 ,,,-, of Zt -0 No
Z < 4q- LO F- L6
Z W k-) C; (.D co CD 1
F6 �
< 0 LL. - 9 co
> -r M Z � . .
__j w �- - C.,
- w V.: :2 � *
n - ZiI; (1)
Q :) 00 �
< OTC-:> = � (-)
Z .�: u) Z
. I I
---
-
SCALE: V=20'
0 10 20 40 (D
CN NO: 1602
DATE: 07.29.2015
REVISIONS
No. Date Description
'
Ir
I
------
-- -
-- -
SITE PLAN
� �g - , ,0
,
� �V -1 �3,IS I V F-
L AUG 4 3 2015
11
�1 u
BY:
L"w 111 ff Is
Z` :&i 1 Uff", IAO-`
�
�
IIIIIIIIIIIIIIIIIIII 0

333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27609
919.828.1876 FAX [phone]
WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
"NOR Ty'''
Wulfia�'4c o•��oF ... cq
o�#DSCQo� �O
Cl/ ! w` No. 7474 c70i
°tea J C-103 �c : if tYP Z
W
V /
W
f��
V
O
O
Z
�L.
V
V
00
Z
®
W
O00
_i
W
N
Z' Q
N
J
Oz
W
�—
—i
_
Q -i
U °�
W ov
w
Z
z o_
LL2
2 co csC}
cz p _®z
W rn v �Qz
Zz QQo®�o
ULo
V- Z c Z 9 co
>
®
Q
m
W
Q
U
o O J
z c� S�
* c)
z
SCALE:
1 "=20'
0 10
20
40

ASPHALT
EDGE OF
PAVEMENT
„+
`-PLUS FACE OF 6'-0" 12 ADJA ENW/T WALK
CURB CONSTRUCTION
JOINT W/ SEALANT
PER DETAIL 13/LS501
ASPHALT PAVING
SLOPE CONC. POINT OF
RAMP 1" PER FT. FLUSH CURB
(TABLETOP)
TOP OF CURB
5' -0"
J _ �00
-I -
CONC. PAVING W/ J
WWF 6X6 W1.4 x Wi.4
ASPHALT PAVING
V AI V SIGNAGE_". 0 E) 0 0
2' x6" SEF SITE PLAN
ONLY REQ'D 0 VAN ACCESSIBLE R; UT=
CONDITION 1: PEDESTRIAN PATH ACCESSIBLE ACCESSIBLE SPACES FCP IdiDTH
DOES NOT PASS
UNDER OR AROUND
SIGN JIOa ACCESSIBLE RAMP FACE OF CURB
c (�\� � 4"PAINTED LINES(TYP)
CONDITION 2: PEDESTRIAN PATH I�EV�I ! U ED SEE STAKING PLAN
GOES BY, UNDER, Q�,( \�(� 6'- 0"
PARKING 111 V1�4 FOR LOCATION OF
OR AROUND ALL ACCESSIBLE EDGE OF PAVEMENT
SIGN PARKING SPACES 1 1/2" 5'_g' 1 1/2" FACE OF CURB LIGHT BROOM FINISH
MUTCD R7-8 8 8 8 5 8 A 0"+ 0"+ 0"+ 0"+
12%27" VAN
ACCESSIBLE N
SPACE -
PARKING SPACE PAVEMENT MARKINGS A
N MAXIMUM 4'-0"
Z Z 6" V-0"
CONCRETE
WWF6XSW1.4XW1.4
6"+
6 + COMPACTED SUBGRADE
(TOP 12" COMPACTED TO
Vi vv �A T 100% STD. PROCTOR DENSITY)
SIDEWALK
PENALTY , , 11 3/4" DIA. x 2-6"
0 o VAN- RESERVED REINFORCING BAR
ACCESSIBLE PARKING TOP OF CURB MOUNTABLE CURB TOP OF
0 0 sus ��0 t.4UTC D GRADE CURB
U v RESERVED R7-8 co
PARKING M
nlUlrp f EDGE OF
v r SLOPE CURB
ro coo R7-8 a v \ a t" PER FL PAVEMENT NOTES
FINISH GRADE ` t CONCRETE i1 r v 1. ALL CRET TO BE 4,000 PSI.
R7-80
•--- .. I+-i 4J. s-_11 ..� :.:... .� r M.-ff ,..1..%. \ T„, i4
, :�� ;� ' .•-<< S 250 ` 2. REFER TO DETAIL 13/LS501 FOR TYPICAL JOINT CONSTRUCTION.
MAXIMUM
PENALTY R7-81)
of $ Zso SECTION A -A'
SEE OTL. 20 LS501 FOR NOTES:
I ss
Et I:YEIJE�NIS
"i FINISHED GRADE 1. SEE DETAIL 1AS501 FOR MOUNTABLE CURB DETAIL
24 ACCESIBLE SIGN N.T.S. n2O ADA PARKING SPACE DETAIL N.T.S. n16 CONCRETE WHEEL STOP N.T.S. n12 I TRANSITION AT MOUNTABLE CURB AND GUTTER N.T.S. (81 CONCRETE SIDEWALK SCALE: 1"=1/4° 4
6" SCH 40 GALVANIZED STEEL
PIPE FILLED W/ CONCRETE
- ROUNDED CONCRETE TOP
BACK OF CURB LINE SIDEWALK SURFACE
1/2" LIP BOTH SIDE OF RAMP 5'-4" MIN. 8" MIN.
STREET SURFACE (8 33 % CROSS LSL))OPESMAX. EE 8_2 COMPACTED EARTH (TYP.)
o FINISH GRADE
3„ a REBAR
\ `\ `#
_ 5 m
.
. ,.
_ 8 v
CONC. CURB & GUTTER
I#3 REBAR x 12' DOWELS 6" OC. FIBER REINFORCED CONC. 0
FOR SEPARATE POURS OF CURB & GUTTER
AND RAMP FOOTINGS 7
(3000 PSI)
4" FIBER REINFORCED CONCRETE SIDE FLARE. CONCRETE
:
12"
- 7„ NOTES:
1. SEE PLAN FOR NUMBER OF POSTS TO BE USED.
2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A
COMPACTED ABC MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER.
3. PAINT BOLLARD BRONZE PER CFCC STANDARD
TRANSITION AT TABLETOP N.T.S. 23 ACCESSIBLE RAMP DETAIL (SECTION) N.T.S. 15 STEEL PIPE BOLLARD - N.T.S. 11
2.35"
N
L"6�+
°
6"+ 6" +
L3'-O-,
MOUNTABLE CURB
WIDTH VARIES
'-O"
TACK COAT
1" LIFT BITUMINOUS
CONCRETE SURFACE
_
COURSE TYPE SF9.5A
n
1.5" LIFT BITUMINOUS
CONCRETE SURFACE
COURSE TYPE SF9.5A
COMPACTED ABC
� �
f
COMPACTED SUBGRADE
v
CONTRACTOR TO CONFIRM CROSS SECTION
WITH GEOTECH PRIOR TO CONSTRUCTION.
ONSITE GEOTECHNICAL SUBGRADE INSPECTION
SHALL BE BASED ON SEASONAL HIGH WATER
TABLE ELEVATIONS.
HEAVY DUTY ASPHALT PAVING N.T.S. 22
HEAVY DUTY BITUMINOUS
CONCRETE
VEHICULAR PAVERS
EXPANSION JOINT 7
CONCRETE BAND, BROOM
FINISH
i ! ,
1. INS'
4
N.T.S. 2111 REM
,07(r1
,/e
WL bR
11 1�t' OA 1 1
>a• L t
xi i{n• .
1/1! TW�
SB LOOV?' �YGE tX Y 3- SSL M
I m er Den F snsrx Mc mrsu vx
"n• ai/1-x
57 Vq•M SLIMe.
, I _
a sa Su
rc
a ' •4
u•sz ---i I-- �r:a
09AIL OF BOLLARD MTH SLEEVE DETAIL OF CAP WN %-ME
NOTES
1.) SfL NEMBERS COAIED W/ ZK RICH EPDX'f THEN
FNSIfD W/ POLYESTER POR'DER CGATING.
i.) LOrMNG ONCE P4WDEO FT CTfiER
TALL PER MANUFACTURERS INSTRUCTIONS.
OVABLE BOLLARD DETAIL
0 0
PAVER
SETTING `
COURSE
i
COMPACTED / w
:
BASECOURSE
0.
(V
SUBGRADE r -
" 1
0 " t
i
LIGHT BROOM FINISH
O O O
" , I= -
3/8" x 10 111a� �!i
STEEL SPIKE - -
-
° CONCRETE
'�$
v�1 a
9.5mm x 25.4cm
( }
4'-0" MIN. (VARIES WITH WIDTH OF RAMP)
0 �1 0 - COMPACTED ABC (COMPACTED TO
` t
} 'c' t) Cj 100% STD. PROCTOR DENSITY)
(}
TRUNCATED DOME PLAN VIEW 0;ti
r \ ` COMPACTED SUBGRADE
NOTES:
v ! (TOP 12" COMPACTED TO
v , 100% STD. PROCTOR DENSITY)
1, CONNECTION BETWEEN SECTIONS TO UTILIZE
MANUFACTURERS' INTERLOCKING SNAPDOWN
0.9
SPLICING SYSTEM.
TRUNCATED DOME SECTION
2. CORNERS - NOTCH BASE ONLY AND FORMA
NOTES:
CONTINUOUS CORNER
NOTES:
1. DETECTABLE WARNINGS SHALL BE OF THE PRE -CAST PAVER TYPE.
2. WIDTH OF DETECTABLE WARNING AREA SHALL EQUAL TO THE WIDTH OF THE RAMP.
1. ALL CONCRETE TO BE 4,000 PSI.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION
WIDTH.
2. REFER TO DETAIL 13AS501 FOR TYPICAL JOINT CONSTRUCTION.
4. DETECABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE
PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
6. PAVERS SHALL BE 2" THICK, CAST FROM 5000 PSI CONCRETE AND MORTAR -SET ON
A MINIMUM 4-INCH THICK CONCRETE BASE.
PAVER EDGE N.T.S. 10
DETECTABLE WARNING N.T.S. 6
HEAVY DUTY CONCRETE N.T.S.(2'
JOINT SEALER
3'-0' MIN.
6„ 1,_O„ VS. 6 12"
1/8" RADIUS
CONTINUOUS FLUSH CURB
PASSAGE �X BACK OF WALK CONC. SIDEWALK
3" RADIUS RADIUS 3/4"
RADIUS
1 8"
PER PLAN
1/8" TO 1/4"
Cal
�` 1 �� EXP. NOTE:
l 1 JOINT
Nm
N RADIUS
• 5' ,,z PROVIDE DETECTABLE WARNING
`F BACK OF CURS
EXP. JOINT A A SURFACE; SEE DETAIL 6AS501
m N
,.
1. 3/4" RADIUS
1 _6" i�
FLUSH CURB
JOINT
" k \
6'-0" 4'-0" 6'- FACE OF CURB7i
1 - PAGE OF CURB
2'r0^ STANDARD CURB &GUTTER -
-
1' 6„
,. FILLER
PLAN -PARALLEL RAMP NOTE: "`•
PROVIDE DETECTABLE WARNING
JOINT SEALER �I
\ V-6" MOUNTABLE CURB
5' TRANSITION FROM 12:1SLOPE 12:1SLOPE SURFACE; SEE DETAIL 6AS501
4 WALK TO 5' WALK.-1 I"----�
6 4 6
ALL WALKS MUST BE
A MIN. 5' WIDTH AT
SURFACE OF GUTTER
GROOVE JOINT EXPANSION JOINT
RAMP.
ELEVATION PLAN
1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)
12:ir SLOPE1 12:1 SLOP
'
SIDEWALK 3'-0" MIN. BACK OF WALK "''" ''
EXP. JOINT CONTINUOUS
, /8" RADIUS (TYPICAL)
MIN. 1/4" PER FT.
PASSAGE FLUSH ELEVATION DEPRESS CURB AT WALK
JOINT FILLER
_ _
-'
X CURB BACK OF CURB
r
NOTES: TRANSVERSE EXPANSION JOINT
FACE OF CURB PERPENDICULAR RAMP
5' co C BI 0 �m ? WITH CONTINUOUS WALK PERPENDICULAR TO CURB
A-- -A
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY
GUTTER, A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT
SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED
PROPOSED 4" CONCRETE
I SLOPE "A" 121 X EXP. JOINT GENERAL NOTES
CRACKING.
6'-0" 6'-0" NOTE: 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND
SLOPE "B" 1/4"/FT DIMENSIONS AT EDGE OF PAVEUEHT PROVIDE DETECTABLE WARNING CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED
GENERAL NOTES
SLOPE "C" 1/2"/FT SURFACE; SEE DETAIL 6/LS501 DUAL RAMPS SHALL BE REQUIRED AT LOCATIONS SHOWN ON PLAN.
BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,
PLAN -DIAGONAL RAMP
A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED,
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE
2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH.
3. ALL EXPANSION JOINTS SHALL. BE SPACED AT 90-FOOT INTERVALS, AND
CONCRETE SIDEWALK AT 5' INTERVALS -0R AS INDICATED ON PLANS. A
ADJACENT WALK ®1/a^ PER FDor
! 3-3/4^ BACK OF CURB 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH
ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS
2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK
SEALED t Q
/
FACE of CURB ADJACENT WALKWAY.
IN ABUTTING SIDEWALK.
JOINS ANY RIGID STRUCTURE.
3-3/a' I 4^ PER FOpT
L�
�1 �
4. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 P.S.I. IN 28 DAYS.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI, IN 28 DAYS.
AREA.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE
3. BROOM FINISH CONCRETE.
- 3'-0' -- z'-o" ---�
5. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE
ACCESSIBLE RAMPS.
SECTION X-X GUTTER FLOW LINE.
4. SEE PLAN FOR SIDEWALK WIDTH.
PARALLEL RAMP
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED
WITH CONTINUOUS WALK PARALLEL TO CURB
TO 100% STANDARD PROCTOR DENSITY.
N.T.S. C17
EXPANSION JOINT DETAIL N.T.S. 13
ACCESSIBLE RAMP N.T.S. 5
STANDARD CURB AND GUTTER N.T.S. 1
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX [phone]
WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
'.NORTI�'cIDS
qq,,
*, -r��c cf C-�14' Wr'SEAL ; Ws� No. 414_9A Z*D
-=-136Z;
(0) C-103 07/29/15C
Co1elenest
Stone
Shaping the Environment
Realizing the Possibilities
w
rL.�a
V
v
V
O
O
t�
0'
w
(D Oo
�..
W O O
w z Q
W�
z
W �- 0 v 0
2 U 0�
w
u ()
fl =
z W=
G I Z)�F_
v/ O
®Z O =
az
W V O- Z
U O
04
00
LL =.�Mz o�
> C�
°-�o�
Qm 0°c� z
CN NO: 1602
DATE: 07.29.2015
REVISIONS
No. Date Description
DETAIL SHEET PEChEIVE
AU
�Y:

SET ROOT COLLAR
AT SLOPE LINE
EXISTING SLOPE 2„
NOTE: �
SHRUB SHALL BEAR SAME RELATIO
VARIES
TO FINISHED GRADE AS IT BORE
SEE PLAN
TO PREVIOUS GRADE EXCEPT IN f
AREAS OF COMPACETD FILL
4" MULCH THROUGHOUT
SHRUB TO BE PLANTED 4"
PLANTING BED m
ABOVE FINISHED GRADE. ! t r
f
a
ADJACENT PLANTING m H ®
THIN BRANCHES AND FOLIAGE
(NOT ALL END TIPS) BY 1/3
AREA OR PAVING
RETAINING NORMAL PLANT
THINNINGNOT ir1� > SLOPES iA r�,�f
REQUIRED N EVERGREENS
! �,
...�
PLANTING MIXTURE
4" MULCH THROUGHOUT
PLANTING BED
AS SPECIFIED - %AA% \\;\\
$„ - 10" DEPTH tiff\ A tiVi x/���\
REMOVE BURLAP FROM
TOP 1/3 OF BALL. REMOVE
CONTAINERIZED PLANTS FROM
THEIR CONTAINERS
MOUND TOPSOIL 4" 12
TO FORM SAUCER �r .�� :.r,,
KEEP SAUCER LEVEL
PLANTING MIXTURE
AS SPECIFIED
SCARIFY TO 12" DEPTH
LEVEL GROUND' ..:
j
GROUNDCOVER PLANTING DETAIL N.T.S.(8'
SHRUB PLANTING DETAIL N.T.S. 4
NOTES:
25% BEAKED PANICGRASS, SC ECOTYPE (PANICUM ANCEPS, SC ECOTYPE)
SOAK ROOT BALL AND PLANT PIT
19.5% LITTLE BLUESTEM, PIEDMONT NC ECOTYPE (SCHIZACHYRIUM SCOPARIUM, PIEDMONT NC
WITH WATER WHEN BACKFILL IS
ECOTYPE)
HALF COMPLETE AND IMMEDIATELY
15% VIRGINIA WILDRYE, 'SUTHER'-NC ECOTYPE (ELYMUS VIRGINICUS, 'SUTHER'-NC ECOTYPE)
AFTER INSTALLATION.
10% INDIANGRASS, NC ECOTYPE (SORGHASTRUM NUTANS, NC ECOTYPE)
SEE ATTACHED LANDSCAPE
SPECIFICATIONS FOR OTHER
3% BLACKEYED SUSAN (RUDBECKIA HIRTA)
3% BIGTOP LOVEGRASS, VA ECOTYPE (ERAGROSTIS HIRSUTA, VA ECOTYPE)
PLANTING REQUIREMENTS
STAKING REQUIRED FOR
3% PURPLETOP, 'SUTHER'-PIEDMONT NC ECOTYPE (TRIDENS FLAVUS, 'SUTHER'-PIEDMONT NC
LEANING TREES OR AS
ECOTYPE)6""
3% APPALACHIAN BEARDTONGUE, SC ECOTYPE (PENSTEMON LAEVIGATUS, SC ECOTYPE)
REQUIRED BY SPECIFICATIONS.
SLIP KNOT WITH STOP KNOT
6` LARGER THAN TREE DIAMETER
2% SENSITIVE PEA, NC ECOTYPE (CHAMAECRISTA NICTITANS, NC ECOTYPE)
2% WILD QUININE, NC ECOTYPE (PARTHENIUM INTEGRIFOLIUM, NC ECOTYPE)
.+ + -I-
KEEP MULCH AWAY FROM TRUNK 1' TO Y
(ROOT FLARE SHOULD BE VISIBLE)`
2% MISTFLOWER, VA ECOTYPE (EUPATORIUM COELESTINUM (CONOCLINIUM C.), VA ECOTYPE)
Q
2' MAXIMUM LAYER of MULCH;
2% LANCELEAF COREOPSIS, COASTAL PLAIN NC ECOTYPE (COREOPSIS LANCEOLATA,
3/4` NYLON STRAP MULCH OVER RO THAN 1. SHALL
BE No DEEPER THAN 1G - 2'.
COASTAL PLAIN NC ECOTYPE )
R007 CROWN TO EXCAVATE PLANTING HOLE '.
2% PARTRIDGE PEA, FL ECOTYPE (CHAMAECRISTA FASCICULATA (CASSIA F.), FL ECOTYPE)
BE AT FINISH GRADE ti" AT LEAST TWO TIMES THE
DIAMETER OF AND 2"
2% WINTER BENTGRASS, PIEDMONT NC ECOTYPE (AGROSTIS HYEMALIS, PIEDMONT NC
ECOTYPE)
2% SLENDER BUSHCLOVER, VA ECOTYPE LESPEDEZA VIRGINICA, VA ECOTYPE
( )
_t
+ + D + +
i"x2'x18' WOOD STAKE SHALLOWER THAN THE
WITH CENTERED 3/8" HOLE ROOTBALL.
DRIVEN IN LINE WITH STRAP
FINISH GRADE WATMERwBER�+HI�
1% GRASSLEAF BLAZING STAR, NC ECOTYPE (LIATRIS GRAMINIFOLIA (L PILOSA), NC
OUTSIDE OF BACKFILL
ECOTYPE)
1% SPOTTED BEEBALM, COASTAL PLAIN SC ECOTYPE (MONARDA PUNCTATA, COASTAL PLAIN
SC ECOTYPE)
UNDISTURBED SOIL-
1% EUSTIS LAKE BEARDTONGUE, 'SUTHER'-NC ECOTYPE (PENSTEMON AUSTRALIS,
D = DIMENSION OF PLANT SPACING (SHRUB OR
'SUTHER'-NC ECOTYPE)
GROUND COVER) AS INDICATED ON PLAN
0.5% GRAY GOLDENROD, VA ECOTYPE (SOLIOAGO NEMORALIS, VA ECOTYPE)
REMOVE TOP 1/3 BURLAP,
0.5% ANISE GOLDENROD, GA ECOTYPE SOLIDAGO ODORA, GA ECOTYPE
( )
IX
TWINE, AND ANY NAILS/PINS. Erc, PLANTING IE
� (AS SPECIFIED)
0.5% SWAMP (NARROWLEAF) SUNFLOWER, COASTAL PLAIN NC ECOTYPE (HELIANTHUS
REMOVE TOP 1/3 OF WIRE -
BASKET WHERE PRESENT $ 6„ ROOT BALL 6" $" BACKFILL:
ANGUSTIFOLIUS, COASTAL PLAIN NC ECOTYPE)
pIAMETER THOROUGHLY
SATURATE
PLACE ROOT BALL AT A LEVEL WHERE
TOTAL: 1 00%
WITH WATER
THE TRUNK FLARE WILL BE 2` ABOVE - VARIES TO AID
SURROUNDING FINISHED GRADE AFTER REMOVAL OF
SETTLING. FIRM SOIL UNDER ROOT BALL. AIR.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
HYDROSEED MIX N.T.S. 11
PLANT SPACING DETAIL N.T.S. 7
TREE PLANTING DETAIL N.T.S. 3
TURF, SEE SPECIFICATIONS
SPECIFIED PLANTING MIX
JIL
� I
1 /4" POLY ROPE OR .
3/4" NYLON STRAP STAYS UBB HOSE
— RUBBER E
TREE SUPPORT STAKES
p 4 LAYER OF MULCH (NO
- SPECIFICATIONS
"
MORE THAN "
N 4 TOUCHING
TOPOFROOT BAR TO BE
TRUNK)
2" ABOVE FINISH GRADE TRUNK)
SCARIFY SUBGRADE TO
4" HIGH WATER BERM
FINISH GRADE-�\
8" DEPTH
COMPACT FILL TO BE BENCHED IN
REMOVE TOP 1/3 OF `�
BURLAP, AND ANY NAILS/PINS, ETC.
UNDISTURBED EXISTING
2
REMOVE TOP 2/3 OF WIRE MAX SLOPE
SUBGRADE
BASKET WHERE PRESENT
UNDISTURBED SOIL LINE (IF SOIL 1 1 f PLANTING MIX
HAS BEEN PREVIOUSLY DISTURBED, I ; I z PER SPECIFICATIONS
FIRM SOIL UNDER ROOT BALL)
r AN TINGti C C �-F
AETAIL SCALE: 1n-1� A„ �O
��� PLAN
j
PERMANENT POOL EDGE
LITTORAL SHELF
TYP. 100' SECTION
I �
SF TS
20 _} II 6= $_ _
-��
TOTAL LENGTH. 840 SS
� , s
� _ _ 4$_ — --- —��
BF-_-
TS - .�::...:: = 0�
--
_ _ "
_ .'
r,
4_
r
RI
DRIVE STAKE TO 18" �.
\
W T 1
BE BOTTOM 0 TREE
LT
.__ SR AA LT
.. ....... . .
SR PW LITTORAL SHELF EDGE
�2x2\9
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK 1990, PART 1, "SHADE AND FLOWERING TREES-)
....
SF
GA, g.r
2 C•A. TIE. ,.1..RF 14, o%
R.�,r
(ANSI,
Bf' i ,.k;v -f1 `} '`L
FOR HEIGHT MAX, MIN. ROOT MIN. ROOT BALL
2.27 aes i F .
EXAMPLE: CALIPER (RANGE) HEIGHT BALL OIA. DEPTH
--
x
2" 12'-14' 16' 24" 16"
= 0 DP
0 0
PW
�43r 3�aa 2" TP S v; A:% eaAC
Z 2A: AT ! )RNERS
w POS' 3E\95
T R4:i;. p PDS
1c t At, r,_a. 2CO' o/c
3" 14'-16' 18' 32„ 21„
NOTES
:.:..
7 n. ' C a I
.0 "4G C .i-rC-r-:e�S i8 n/c
TREE PLANTING INSTRUCTIONS: PLACE ROOT BALL AT A LEVEL WHERE THE TRUNK 1: RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS
PLANT SCHEDULE/WATER QUALITY BASIN
FLARE WILL BE 2" ABOVE SURROUNDING FINISHED GRADE AFTER SETTLING. USED (G"NG of TREES NOT REQUIRED UNLESS SPECIFIED).
SY AA TOTAL# PER COMMON NAME BOTANICAL NAME SIZE ROOT SPACG
MAINTAIN THE TREE IN A STRAIGHT AND PLUMB POSITION WHILE BACKFILLING TO 2: REMOVE WIRE OR NYLON TWINE FROM BALL
I un 1.
�I
SS 00 LF
NO MORE THAN 1/2 THE DEPTH OF THE ROOT BALL. SATURATE THE PLANTING 3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE (ADJACENT UPHILL
GROUE�fDCOVER%N�DFLOWER
-
HOLE WITH WATER AFTER BACKFILL IS 1/2 COMPLETE TO AID REMOVAL OF AIR GRADE).
FROM THE BACKFILL AFTER INITIAL BACKFILL, WATERING AND THE TREE 1S PLUMB,
AA 260 31 ARROW ARUM PELTANDRA VIRGINICA SPi 24" OC
°
; ' tl
4_ SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
COMPLETE BACKFILL, SATURATE -PLANTING HOLE AND ADJUST ROOT BALL (IF INSTALLATION:
BF it)1 12 BLUE FLAG IRIS IRISVIRgNICA SPt 24" OC
DP 143 17 DUCK POTATO SAGITTARIA LATIFOUA SPt 24" OC
;ten
NECESSARY TO MAKE TREE STRAIGHT AND PLUMB, THEN REMOVE THE SYNTHETIC 5. 'LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF
—L .,
—�
STRAP, ANY CARDBOARD PACKAGING, THE TOP PORTION OF THE WIRE BASKET TREE.
DOWN TO AND INCLUDING THE FIRST HORIZONTAL RING AND THE. BURLAP FROM s. PLACE Two(2) WOOD sraKEs PARALLEL. To ADJACENT PAVEMENT.
LT 218 26 LIZARD'S TAIL SAURURUS CERNUUS SPt 2e OC
PW s72 8o PiCKERELWEEo PONTEDERIa coRDATA spt 24" oc
,z..
THE TOP PORTION OF THE ROOT BALL 7, 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
SF 126 is VARIEGATED ACORUS CLAMUS SPi 24' OC
SWEETFLAG 'VARIEGATUS'
8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS.
SR 218 26 BLUNT SPIKERUSH ELEOCHARIS OBTUSA SPi 24" OC
9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND MULTI -STEM
SS 168 20 SALLOW SEDGE CARER LURIDA SPi 24" OC
TREES.
TS 462 55 TUSSOCK CAREX STRICTA SPi 24" OC
SEDGE 'BOWLES GOLDEN-
10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING
100' LITTORAL SHELF TYPICAL PLANTING N.T.S.(13)
CHAIN -LINK FENCE N.T.S. 9
TREE PLANTING ON SLOPE N.T.S. 1
i
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828-1876 FAX [phone]
WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
�10nn1111",
r
DSC4; - --
1�.
t3 t•O
o SE
W Cn :cr
No. 1414 D
pGato3 0/29(/
1-5 Col es
Stone
Shaping the Environment
Realizing the Possibilities
�iii.�
1..{.1
Z
w
W
Cr)
W
V
O
®.
T�
i)
Ci)
'
(i..i�.1
1
�
Oo
Z
w
CD
(DZ
Q
J
O Z
W
0
Q0
w
W
®U
O _
z
t
Z
�
r
LL
Z
0,
M o
Z)O Z
t3
� < Z
tW
!
Q
O 04
< Lo L-0
wvo0M^o
I DO
W E-
0
O C� g
pv
Qm
U Z M
-cU) z

ACCESSIBLE J
RAMP, SEE
DETAIL 5/LS501
RAMP, 'L 501
HEATT TABLETOP PAVING
r /
PROPOSED CONCRETE
SIDEWALK. SEE DETAIL
4/LS501
ACCESSIBLE
PARKING
SIGNAGE, SEE
DETAILS 16
20/LS501 TC 33*46
BC 39.96
TIE CURB TRANSITIONPEDESTRIAN CROSSWALK
SIGN,T.
INTO EXISTING CURB.
MATCH LOCATION AND
ELEVATION, TYP.
32. 33.4-4
2' WId.E TRURRNCATED
DOMEPAVEBAD,
HEAVY DUTY CONCRETE
TABLETOP RAMP
HEAVY DUTY ASPHALT
TABLETOP TRANSITION;
4SEE DETAIL 22/LS501
33.4
ILLUMINATED BOLLARD,
Bo
BOLLARD,
ISIS FOR
SEE MEP PLANS FOR
DETAILS
S LT
HEAVY DUTY ASPHALT
TABLETOP
THERMOPLASTIC HIGH
VISIBILITY PAINT AT
P
CROSSWALK, TYP.
TIE CURB TRANSITION
INTO EXISTING CURB.
MATCH LOCATION AND
ELEVATION, TYP.
EXISTING CURB AND
GUTTER
SCALE: 1"=10' 71'/�
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828-1876 FAX [phone]
WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
,p\' �AORT&
.. .........
DSCZ '.
NO-
f SEALw No 1414
C
07/29/15
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
w
1--
Z
w
U)
w
(D
0
—j
0
Z
w
CL Lr)
0 6
Z a(N
(D (D z <
w OZ
w
0 Q0
w®'ti
W w
0 a: C:, -17
ZI V- 1--
u- '- ctf
Cr) 0
Z 0::) Z
W C) a- Z -
:E<Z<
0 CN
L.i Q 9
Z Lo LO
Z w 0 0 0
C'O
00
LL M 9 Z 1
> w C>
0
CL O
0
< Z T(Y—) wo Z'
E
KT�
CN NO: 1602
DATE: 07.29.2015
REVISIONS
No. Date Description
"-".'7CE1VE
SITE PLAN BLOW AUG 0 3 2015
UPS
Elf"
L "3

Apse
z
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY
\ \ \ \ ISSUE DATE FE8RUARY 11, 2013. PROVIDED BY BOB M.
/ \ \ , 1941 CHESTNUT SL WILMINGTON, NC 28401,
910-763
, LEGEND
VD
\ \
SYMBOL
DETAIL
EXISTING CONTOUR -/-
/
00 EXISTING INDEX CONTOUR -/-
PROPOSED SPOT ELEVATION /
PROPOSED CONTOUR -/-
h� WETLAND LIMITS tea'
\ SEE ARMY CORP OF / �a l �00 PROPOSED INDEX CONTOUR -/-
ENGINEERS DETERMINATION
f LETTER (SAW-2012-02036) /
AND ASSOCIATED SURVEY PROPOSED gTORM pRAIN INLET
\ ' SEE CIVIL DRAWINGS -/-
\ NOTES:
- - , TRANSITION TO
1. ON -SITE BURIAL PITS REQUIRE A PERMIT. / I EXISTING GRADE
( ✓ — — \ AT 3:1 MAX SLOPE
4
2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO
A FINE.
\ \
/ 2 _. \ ` 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A
V. �
�
� Iij3 FINE.
L-------- '`, /- 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL
BE a +� COORDINATED WITH INSPECTOR.
FFE .34.°
4 �7 — �•• `- 5. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED_
T�•6. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN
\e�\N" �AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
ak ,� t CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE
`34� OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY
a
\ 32 o TRANSITION TO
3 34
EXISTING OWNERS.
GRADE
1
a ti AT 3.1 MAX SLOPE
7. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL
\\`. MAINTAIN 'A MINIMUM OF 0.5% SLOPE ON THE CURB.
y \
8. THE CONTRACTOR .SHALL MAINTAIN EACH STREAM, CREEK, OR
4 y \ \ \., „r •,. n o i', Pr I ` SHALL FROM
DEBRIS, LOGS,
TRASH, UNwANDOTHER ACCUMULATIONS.
CHANNEL IN AN UNOBSTRUCTED CONDITION
AND
o
.,;_o \
.., w
9. ANY CONSTRUCTION OR USE WITHIN. THE AREAS DELINEATED AS
1gr
4 � ='-i! a .,, 4�,,;;. ,'� , .: `\l`• FLOODWAY DISTRICT FRINGE BOUNDARY. LINE OR FLOODWAY
DISTRICT ENCROACHMENT BOUNDARY IN I T T 7H
D S ELINE S SUBJECT 0 E
,.*
. s RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS.
.,`� 5 , � ..w.. t„�£. .^x i:, 2 .,ic...: "~kS _.:
�`�Qi"Q��� p�,J����N±�j,. r. _ _ ,� �r� � 10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS
_ <-'-, ,(}�SHALL SLOPE AWAY FROM BUILDING(S) AT 2.0% MAXIMUM.
r
: FFE 35
�. . #: ...
20 !0 1L CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS .BEFORE
.., _- yam.. ,•'¢ .,..?;`E. x zS „, e.a? -.:. r�'_=�€ -, , ,. n.. ^s.'.t k �''"', ► _ <i
ONSTRUCTO I N
�_:.�'.
„ r t�� •. , .-.- . t :,..,
N
12. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR
WETLAND LIMITS
SHALL COORDINATE WITH A GEOTEHNI AL ENGINEER ON THE
e'S
SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW
RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER.
o FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED
/ _ I _.. ,_ = -- - r • 1 TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN
1
_ "s, 0
2/0 2% {Y `` •� S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S
/ :1\'x 1�
1 F , RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE
1
` ; ' �cSQ INSTALLED IN A BENCHED PATTERN.
13. THE USE OF ON -SITE SOILS, USE OF IMPORTED OFF -SITE SOILS,
WASTING OF ON -SITE SOILS, AND QUANTITIES REQUIRED ARE TO
}} CS
4
� � ,_. , — — --•,—. = — — — — — ,� tRO ACHIEVE THE PROJECT DESIGN GRADES AND ARE SUBJECT TO
PROPOSED STORMWATER BASIN ,;,
- CIA `;;�� � THE CONTRACTOR'S MEANS AND METHODS. THESE ISSUES SHALL
SHOWN FOR REFERENCE REFER TO I
31
' � �, ;.� � � c: � - _ .��: -' `" - o : x-' BE ACCOUNTED FOR BY THE CONTRACTORS .BIDDING THE
SHEET CG102 AND CG105 FOR — - REPLACE / � n �'1 ,'.��.;` ; ". -` -" �� �''' � y'%" PROJECT. THE USE OF IMPORTED OFF SITE SOILS TO CE
CONSTRUCTION AND GRADING
/ N � OTHERWISE _SUITABLE ON SITE SOILS WHICH MAY BE
M x I 2% / 2% EXCESSIVELY DRY OR EXCESSIVELY WET AT THE TIME OF
m �a z i, ! F \
1 t z?' CONSTRUCTION IS ACCEPTABLE, BUT IF ELECTED BY THE
PROPOSED TELECOM1 -.-��3
, -!- 'ta � - �'K��- „!�,� CONTRACTOR, SHALL BE INCLUDED IN THE CONTRACTOR'S BID'
{ ^� i'; ? CONDUIT, SEE MEP AND SHALL BE PERFORMED AT NO ADDITIONAL EXPENSE TO THE
$ c ? iiti . PLANS FOR _ L- OWNER.
DETAILS
�r
14. PROJECT SITE FALLS WITHIN THE LIMITS OF A ZONE A
FLOODWAY AS DEFINED BY FEMA. FLOODWAY ELEVATION OF 33
PER FIRM MAP NUMBER 3720323100J (CID#370168, PANEL 3231,
�Y _1 { 1:10 SLOPE ".; y SUFFIX J _
na.
)
`` st 22 Tc•.v
.GCE .�. �R<.•• ��c
>.
r
o,
D SEA
I „r i w _ 34355 _
32
— --- A' !Nti
32 —30
y,
31
TRANSITION DOWN .�
t+ s
r-._ 7 <..s i _ -, v.S ;:: ! 30' STORMWATER PROFESSIONAL ENGIN R A 4REFERS1ONLY TO
-, ', - __ ---- �-;- -':� _ _. _ � __. _ _ _ ._ _ _ � ,} } :, ,,.; .:;-; TO EXISTING GRADE r j �_ �"e��ENGINEER SEAL 03 355
as EASEMENT
,,� 5 SLOPE MAX FL CERTIFY
23
\ "yy ! U AT 1: x EAS ENT { FLOODWAY ELEVATION ONLY AND DOES NOT
_,.
U
. H
_ r_d' z �.
_ <�?. -__-, .__ ._. __ - :. _ •.-- rn �. -_ _:L.�_._ r___ �.— ----"'.__ , ,h� wus :� t �- � TYP.'GRADING OR UTILITY INFORMATION.
Jf' ..,-., :... ' .-.._..____ _.__...._ ____-_ -_____ _-.__.�. ______ _._..._._. _ tee., _.,.._.-,., - r _,:,- �:r,.t -3s'
�' _.. _, ., _ �, _, - - . 3; FILL DEPRESSION AS
x f
c
--31_ z,r , 7. "' ` _. .._ �. ", ,�, 3nNEEDED TO CORRECT
>. - -. _._.__,.. ..-._..__._._.
_...-_----- ___ .,-�-,_ , , ,.:: _. „ _ _�. ...__, _-�... _ - --___-_..._ __ .. --- ~>-� �___.. DRAINAGE r C?
_..
z
' _ _ 1 3 Id ,� "., _ ?��t< "'� 1 �:,,•''�� PROPOSED GRADES
FOR FUTURE
BUILDING PADS
I x TYp
.,
r ,
Q 0Ag
11
- P
1
;�
vI
NOTES
SEE SHEETS CG101 AND CG501
FOR DRAINAGE AND DETENTION
�
(F
H
sc
rg
§
r
[{
d
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX 919,828.1877
WWW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
NOR ik
ON & S� r'�pT1DSCAgF or
`W. VSEAL_(n w No. 1414 c�> y=
07/29/15
StoneColeJenest
Shaping the Environment
Realizing the Possibilities
W
Z
W
U
Cn
w
V
Ott
J
'�!
(W�
C� 0 0
O
®
00
LLI CV
(D (D z Q
W O,
W
J J
_0 Q
U
W_ 1J U
W
Z
O Z
1 c r
G r
C4e).
cc 0
G
Q=C]
z
W Q Z
U �O
Z <C -titto �-
UL _cam � z o
=_
...,._ W
C) 6- ry
Q coU ZciS oz
SCALE: I n=4Yr
0 _ 20 40 80
CN NO: 1602
DATE: 07.29.2015
REVISIONS
No. Date Description
OVE©LL
I \,-%M ,f 15
AUG 0 3 20155
`
GRADING PLANri
€3Y.

N
()R
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M.
JONES , 513 CHESTNUT ST. WILMINGTON, NC 28401,
910-763-1941
c�
WETLAND LIMITS
.ARMY CORP OF LEGEND
ENGINEER DETERMINATION
7 LETTER (SAW-2012-02036) SYMBOL DETAIL
AND ASSOCIATED SURVEY
SEE SEE ARCHITECTURAL
PLANS FOR SPRAY EXISTING CONTOUR
WASHING STATION DETAILS.
... .......
34.50 34.
100- EXISTING INDEX CONTOUR
TRANSITION TO EXISTING GRADE
L
AT 3:1 MAX SLOPE PROPOSED SPOT ELEVATION
34.50
340 _24-50t
PROPOSED CONTOUR
.00
00 PROPOSED INDEX CONTOUR
34A 0
133.80
Aj 2%� 34.36, --
0 112%
1 3 a--
33.29 A,� -34.-3ts 34.38 PROPOSED STORM DRAIN INLET CG502
TIE PROPOSED CURB -32- vAN'
AND GUTTER INTO 2 3 x 74� PROPOSED TRENCH DRAIN CG502
EXISTING ELEVATION
3 .02
4
AND LOCATION
TIE PROPOSED CURB
AND GUTTER INTO 33.95 33.45 34.10
EXISTING ELEVATION TRANSITION TO EXISTING NOTES:
ON
AND LOCATI
GRADE AT 3:1 MAX SLOPE
33.85
SEE SHEET LG101 FOR GRADING
C 3 0 34.40 /11
FLUSH CURB AT NOTES
34.60 34.50 34.50 34.4d`k\ BUILDING FACE 34.4 0 4 40
SEE SHEETS CG102 AND CG105
34.40
;4.40 �`34.40
..v
STOP BAR, TYP. 34. 0 0 r
4.60
3�.17 I'- I --- FOR DRAINAGE AND DETENTION
4.8 34 98 341? 34.98 rl\ [34.9'
3 34�83 34,83
34.83 0c;
'o,', < 34.83
33.8
'n.
N!"
A-
7
u
5
34.60
�140 Z,_
p,
�34.83
k
J�
4V sr
0,1"i"ST K K'Z�
34-.30 3 . 4�98
15% 34.40 EOP 34. 2
,L4
q
-34.29
440
N�K 41
ng
N�<- jAi.
'34.83
'34.98
34.5;
2%
EDP 34.
34.20
33-
REM'
A, R,
HIP 34.48
TC 34.90
BC 34.40
3.4 2%
2-1 3425
M
";'50F 0F\,CRAIN AND
51M
5k 34 98
TION
NF RK LOCA R
Mq
IT EqJIPhIENT NTH
33.4:4 CVIL .53
L ENGINEER 4. 7
'3 �i OP 3' 6 34.53
'A vs� !34.00
rC 34.90
G 0 BC 34.40
--------- -3116
2 TC 34.7": BC 34.77
% f -4 32
TC 34.8Z BC 34.33
�2%
2
33.5
2% ROOF/DRAIN, SEE
4N 34.43 34.52 CIVIL PLANS FOR
DETAILS, TYP. TAPER CURB TO
TC 34.71 BC 34.22 FLUSH IN 11
3338
5�, C 32.88 X:
�113 -- - ------- v
CONFIRM FINAL
200 LF TRENCH GRADES IN THIS
ho,
x
DRAIN RIM AREA WITH GATE
INSTALLER AND
n-
ELEVATION=34.00'
SEE CIVIL DRAWINGS LANDSCAPE
J)
j ARCHITECT.
1", v EXISTING CATCH BASIN FOR DETAIL
t2 t2%
ELEV 32.64 %
IN
0,
j
33.4
-'35.00-
0
35.00
35.0
x X - X X k x I
-S
10" 7�,
SLOPE
DOWN TO 3-4�O
Ll
1:10
C0
C�)
k
3
PROPOSED GRADES FOR
TIE INTO EXISTING
FUTURE BUILDING PADS
CONDITIONS
TYP. 9-
HI -V
J
g-,
----------
>
V
-0
2-9
30' STORMWATER
,b EASEMENT
33
A
u
c)
-28
T
< -7
. ........ .
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919,828-1876 FAX [phone]
WVVW.CLARKNEXSEN.COM
CONFORMED PERMIT SET
I�Ao
ro
0
ci Sm No. 1414
0 103
CA
A. %
In I IWO
07/29/15
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
z
C)
0
-j
0
z
a:
C)
w
Lo
(D 0 c)
z 0 "t
_j 00
w
(D 0 z
Of w 0 Z
Lu
0 0
:2 13�
w D <
w 0(-)
U.1
z
< LL co 0
Vj z
Z 0
W EL Z z
4` 0C<4
9
Z F- to
z Lr) C)
w CD (D 00
< E 00
LL Z 9 �03
C..
> W it
CL U)
0 00
c) z cy) (1j)) Z(-)
SCALE: I"=20'
"MENVI���
0 10 20 40
CN NO: 1602
DATE: 07.29.2015
REVISIONS
No. Date Desciiption
--"'�CEIVE
GRADING PLAN
AUG 0 3 20fi
'IS ff 's ff

of
/ ` @ _
1
0' x
y \`
VICINITY MAP N.T.S.
1 1\
SURVEY DISCLAIMER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M.
l / JONES, 513 CHESTNUT'ST. WILMINGTON, NC 28401,
"F 910-763-1941
v0.
\ 4
TIE PROPOSED CURB _- ___ -._ ...._____ ------
LEGEND
\ AND GUTTER INTO SYMBOL DETAIL
\ ` EXISTING ELEVATION
AND LOCATION
1- r
\&� EXISTING CONTOUR
-/- -' - -
nfth
\ - -
\ EXISTING INDEX CONTOUR - -
i
PROPOSED SPOT ELEVATION71
-
• l x�' g�
` \0� r1 k PROPOSED CONTOUR -/-
rl
mg
PROPOSED INDEX CONTOUR -/-
s
� EXISTING STORM v
MANHOLE ' p
33.04z f ELEV = 33.33 i g I RQf �SED DJILLJ
WQ
r i ® PROPOSED STORM DRAIN INLET C0502
E 3J Q-A
/ -- �- 33.36 < t
_--��
33.04 RIM
WETLAND UMITS
NOTES
SEE CIVIL/STORM \ , ka
6" TRANSITION TO PLANS FOR SEE SHEET LG101 FOR GRADING
\ FLUSH CURB, TYP. N RM LOCATION
ROADWAY DRAINAGE TC 3.48� OF F`•. AIN ANDS NOTES
IT APMEN WITH
8C 32.96� a, }
TC 33.88 �. VIL ENGINEER 4 r
i� BC 33.38 34.04 HP 33.48`
- ` SEE SHEETS CG102 AND CG105
_ FOR DRAINAGE AND DENTENTION
0
.. TC 33:50 TC 33.82 , TC
C.3300 BC 33.32:
3 .34Ld
u...
a
_ 11, 3 �� _D TC
PROPOSED STORMWATER / - ;
,
BASIN FOR REFERENCE, f x 032.72 23 51
,
SEE SHEETS CG102 ANO C 3 .3 {t
CC105 FOR
CONSTRUCTION
/ l XISTING CATCH
BASIN
ELEV = 32.57
M N7 SEE SHEET CG102 AND w.1 ' f
! t N CG105 FOR CONSTRUCTION
- I _
r I q
r
i I
SLOPE SIDEWALK TOWARDS
CURB AT 2% MAX, TYP
-
_
t' _ X i X
Pi 14 --r
a
BC 34.64-
/ 34.42 � 34.10
a
4.1 SLOPE, TYP. n 1 r
Ll
y
w �;'> •t - ._.; SLOPE PLANTED AREA,
AT 2% TOWARDS CURB
C„ PROPOSED STORMWATER jl FOR DRAINAGE, TYP. i
BASIN 111 E N1
./�
u
22 23 Ka
i 24 25
26 p pl F
1 i
-7 p
� y
r,
28
PROPOSED SEWER PUMP. 1,
<Y
32. H SEE CIVIL PLANS.
30e t
'�I 6" TRANSITION TO
0. FLUSH CURB, TYP. 1 BC 33.47
32
TC 33.97
«-,, : J
:> „�:=;ems L2,'x-=. � • f'"_
a .. 30 STORMWATER EASEMENT ,_,
33 33.32 C 33.3
TC 3 .82-_TC_=81hl­
-
1�-
__ ----------
-� EXISTING 30" RCP ' ��
INV = 27.04
} EXISTING 30" RCP
r .. _.. ! - INV = 27.12
rj - _..._._
LLJ
_.
- - r -{ _._
n -y n
•-...,re»r.:e.z_.-.,.-� .. c^..e_...rc ®.__v.Yva-gym.-...-vxu`a'<mxruaws%wsssz.---.v�_.® ��_.-_._._,a_-
n
/ V J
y
t
- W I
{.
t �}} EXISTINGvCH BASIN 0 LA
G _.. L
EXISTING CATCH BASIN j
i
ELEV = 31.28
.S j 1 , I .
rit� _ ,.,.___._..__._...._ � _q, .��, `--._...,, ''`gym ~�'"`� ,./ .: ""� 1� 1 '�
T ry
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828-1876 FAX [phone]
WWW.CLARKNEXSEN.COM
IIIIIIIIIIIIIIIIMI
CONFORMED PERMIT SET
W o
'cn ® w No. 1414 D
`o-toa �Q ' yt
`O CARC;: '� �� ��'• i9� y`J O
07/29/15 _
ColeJenest
Stone
Shaping the Environment
Realizing the Possibilities
w: -
tW
V
V
_j
Z
t3:
W
(D -O o
O �
LLI N
(D w z
J-Z
O < Q
Q
W F- �C)
- W
0 z = o
Z t e--
< L.L 2 c Q
® Z ®._ �
W U CL Z
Q
U(LGlri�
® W +-
o. fl=
�Oo.,_o0
<k U Zc�S �z
SCALE: 1.1=20'
0 10 20 40 '
CN NO: 1602
DATE: 07.29.2015
REVISIONS
No. Date Description
PIECEIVE
7
GRADING AND
3
,y
DRAINAGE PLAN

5 ULVE
11 LF PROPOSED C RT
-29 SEE DRAINAGE PLANS 125 LF PROPOSED CULVERT SEE CIVIL PLANS FOR
ROAD IMPROVEMENTS
FOR DETAILS "'4 r�f�'jv Pe SEE DRAINAGE PLANS
GRAM FOR DETAILS
LOW
. ..... HQ_
__H HO
Fail
..........
7
SIDB UR Y R I A N S;
AT&T jth,�
P4'
A TolleT FDOS7' A mw j;?-
4 -0
fn: t
MINIMUM
IX7
711-1-- CLEARANCE FROM
A . ...... _498-
27-=
zzL
577Z�55,-
_77
-2-
77"'
OR ANCHOR GUYS
'4"' A E)OISTING POWER POLES
-X-X-X- X X I
X x X CUP
"up x I I I "I t I / * E � j)R
HO FIELD VERIFY
NO GRADING WTHIN,,,,
25' OF TOWERS
'xj
c] 140
P )r
AD
R9
—4t N
2% 2%
A- X
SLOPE VICINffY MAP N.T.S.
t2% MAINTAIN EXISTING FINISHED
GRADES WITHIN UTILITY
> SLISNEY DISCLAIMER
13 __4 I � i - 'A I 1 1, EASEMENT TYP. 1111"IZZ "I Z ... 1. /A�^Ll I AKIM �f lMt��
_1Z>
0
IN. 4a>
IN,
%44%
IN,
+2 ,
lv�
\V
X/
w0m
I f,
0
0
r
IJ 11,
2 0%/c
m
/1.5%
_1­ _L_ I I � LEGEND
SYMBOL
DETAIL
LIMIT OF
TRANSITION LINE EXISTING CONTOUR
27,65,
E3 0 EASEMENT
it CONTRACTOR TO
TIE INTO E QSTING
GRADE VA INV WETLAND LIMITS
2Z9g,
2% OF 4:1 OR LESS SEE ARMY CORP OF
2% ENGINEERS DETERMINATION 100 EXISTING INDEX CONTOUR
- LETTER (SAW-2012-02036)
AND ASSOCIATED SURVEY
L
i? 10D.00.
It PROPOSED SPOT ELEVATION
JA
. ... . .....
PROPOSED CONTOUR
Li
J,
Tj 0
PROPOSED INDEX CONTOUR
i4
%i
T TT- I I
0- -1 Ll
PROPOSED STORM INLET CG502
CON+ACTO TO
lit 1 10 tAl TING
GRACE 11111111 A &Opt" 11f
11 wo POSED STORM PIPE CG502
PRO
Z70, f OF 4 1 CIN I SS
4-131me
I P",
0'0�� 10 PROPOSED 4" PVC UNDERDRAIN
ASSUMED CELL
f0WEk PROPERTY
LINE, TYP.
i KII C5
0- 3: 1 1 w I I—_ a
N�
13
_2­7 1 ON -SITE BURIAL PITS REQUIRE A PERMIT.
FINISH GRADE AT
------ 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE
/��SIDEWALK TO MATCH
T.O.C., TYP.
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
/A PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
_29 1110VIER 'jv
Dy CONC 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE
COORDINATED WITH INSPECTOR.
1:3 M M
I I AIIUNZ:) SHOWN AT CURBLINE ARE BOT1 M OF CURB ELEVATIONS.
To W" TOWER r__ CON AC TO 6. ALL ROAD IMPROVEMENTS AT SIDBURY ROAD SHALL BE COORDINATED WITH
1. EG f -'%,
j 11E NTO IS
VO SEE ARCHITECTS
0 3� 1 THE LOCAL ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
GRA E VA A SL�P, i
PLANS FOR
ChWJV FENCE
OF 1 OR LESS
FOUNDATION WALL! r-T-7 �
% 7. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED.
0 L1_6L_0_c__j A
MAINTAIN POSITIVE I
8. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO
DRAINAGE AWAY =jj GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
FROM
TOWER LEGS GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE
'5
CELL TOWER, T T AFFECTED PROPERTY OWNERS.
1r1qr - - ___1" J�
N.,
IC2 0 cl
9. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A
29
bmv,
MAINTAIN POSITIVE
4- DRAINAGE AWAY 1 0 C3 MINIMUM OF 0.5% SLOPE ON THE CURB.
FROM PAD OF CELL -3
TOWER, TYP. 10. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
N. 7
A
'Nt�
11. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
IN,
VEGETATER�AJIREA, CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE
MINIMIZE GRADING IN
-28-
TYP. AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
4�1 30' STORMWATER'
ff
EASEMENT
\< CENTER1 OF 12. ANY CONSTRUC71ON OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY
_2!5
TRANS171ON LINE DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT
SLOPE SID� 0
0
/DITCK AT 27% m c) EASEMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY
m REGULATIONS,
03: C3
A7 C�� ft6 13. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
I c�
P, -OF-WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT
2: RIGHT
i M 0
t�6 PRIOR TO INSTALLATION.
Af OD 14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE
AWAY FROM BUILDING(S) AT 2.0% MAXIMUM.
15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
lj�
N
16. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL
COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS
%
oc) c
W
lie PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDA11ONS SET FORTH BY
(A
1,63 rm C3 THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES
SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH
AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S
C3 RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN
4V
A BENCHED PATTERN.
17. CRANES AND SCAFFOLDING ARE NOT ALLOWED WITHIN THE U11LITY EASEMENT.
4� 5,
18. STRUCTURES, BUILDINGS, MANUFACTURED/MOBILE HOMES, SATELLITE SYSTEMS,
SWIMMING POOLS (AND ANY ASSOCIATED EQUIPMENT AND DECKING), GRAVES,
BILLBOARDS, DUMPSTERS, SIGNS, WELLS, DEER STANDS, RETAINING WALLS,
Ilk,
SEPTIC SYSTEMS OR TANKS (WHETHER ABOVE OR BELOW GROUND), DEBRIS
OF ANY TYPE, FLAMMABLE MATERIAL, BUILDING MATERIAL, WRECKED OR
DISABLED VEHICLES AND ALL OTHER OBJECTS NOT ALLOWED WITHIN THE
r
TRANSMISSION LINE EASEMENT RIGHT-OF-WAY LIMITS. TRANSFORMERS,
f 41f -E
TELEPHONE/CABI F PEDESTALS (AND ASSOCIAl D EQUIPMENT), AND FIRE
HYDRANTS ARE NOT ALLOWED. MANHOLES, WATER VALVES, WATER METERS,
Mo >-;, "I 1� � ­',
I 2,� 5 7' BACKFLOW PREVENTERS AND IRRIGATION HEADS ARE NOT PERMITTED.
71
Pop
-'0 ATTACHMENTS TO DUKE ENERGY PROGRESS STRUCTURES ARE PROHIBITED.
47
41161 19. AN AS -BUILT SURVEY IS REQUIRED TO DOCUMENT THAT FINAL COND11IONS
11�' 9 /0.
czi� ARE THE SAME AS INITIALLY APPROVED AND THAT DUKE ENERGY PROGRESS
LINE RATING HAS NOT BEEN ADVERSELY IMPACTED. THE AS -BUILT SURVEY
SHALL BE COMPLETED BY A LICENSED SURVEY FIRM THAT HAS BEEN
N
"A PRE -APPROVED TO PERFORM SURVEY WORK ON THE DUKE ENERGY
X PROGRESS TRANSMISSION SYSTEM. THIS WILL ENSURE THAT DUKE ENERGY
'k,
E3 PROGRESS RECEIVES CONSISTENT SURVEY DATA THAT DOES NOT REQUIRE
SIGNIFICANT EFFORT TO CONVERT INTO PLS CADD FORMAT. THE AS -BUILT
N,
x SURVEY SHALL EXTEND TO THE DUKE ENERGY PROGRESS TRANSMISSION
\' \ I STRUCTURE ON EACH SIDE OF THE ENCROACHMENT. THE AS -BUILT SURVEY
/X 31
MUST INCLUDE TRANSMISSION STRUCTURE LOCATIONS AND ALL RE
X
;> A TTACHMENT POINTS.
20. THE SURVEYING, STAKING AND AS -BUILT SURVEY OF AET SITE IS TO BE
PROVIDED BY A LICENSED SURVEYOR THAT HAS BEEN PRE-APPORVED TO
PERFORM WORK ON THE DUKE ENERGY PROGRESS TRANSMISSION SYSTEM.
21. GRADING (CUTS AND FILL) SHALL BE NO CLOSER THAN 25 FEET FROM POLES,
TOWERS, GUYS AND ANCHORS (EXCEPT FOR PARKING AREAS, SEE
PARAGRAPH 23 AND 24) AND THE SLOPE SHALL NOT EXCEED 4:1. GRADING
OR FILLING NEAR DUKE ENERGY FACILITIES, WHICH WILL PREVENT FREE
EQUIPMENT ACCESS, OR CREATES GROUND TO CONDUCTOR CLEARANCE
�51 $ VIOLATIONS, WILL NOT BE PERMITTED. STORAGE OR STOCKPILING OF DIRT OR
ANY OTHER MATERIAL IS PROHIBITED. SEDIMENTATION CONTROL, INCLUDING
RE -VEGETATION, IS REQUIRED PER STATE REGULATIONS.
#
22. DURING CONSTRUCTION, GRADING SHALL BE NO CLOSER THAN 25 FEET TO
ANY DUKE ENERGY FACILITY.
W
23. AFTER GRADING/PAVING ACTIVITY IS COMPLETE, DUKE ENERGY APPROVED
BARRIER, SUFFICIENT TO WITHSTAND A 15 MPH VEHICULAR IMPACT, SHALL BE
ERECTED 9 FT,. FROM ANY DUKE ENERGY FACILITY.
24. THE USE OF ON -SITE SOILS, USE OF IMPORTED OFF -SITE SOILS, WASTING OF
ON -SITE SOILS, AND QUANTITIES REQUIRED ARE SUBJECT TO THE PROJECT
DESIGN GRADES AND THE CONTRACTOR'S MEANS AND METHODS. THESE
ISSUES SHALL BE ACCOUNTED FOR BY THE CONTRACTORS BIDDING THE
PROJECT. THE USE OF IMPORTED OFF -SITE SOILS TO REPLACE ON -SITE SOILS
WHICH MAY BE EXCESSIVELY DRY OR EXCESSIVELY WET AT THE TIME OF
CONSTRUCTION IS ACCEPTABLE, BUT IF CHOSEN BY THE CONTRACTOR, SHALL
BE INCLUDED IN THE CONTRACTOR'S BID AND SHALL BE PERFORMED AT NO
A\ ADDI-nONAL EXPENSE TO THE OWNER.
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
VW*V.CLARKNEXSEN.COM
RECORD SET
d w s
u
11w 11;�"
C-Im V) No�. 1414 q.
0
1A 0
13r, 07/29/15
ColeJenest
& Stone
Shaping the En ' nment
mr Realizing the Possibilities
t70923 Melb
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
5��f 9- //-/ 5�-
D 16/0 (_ �f - I' Id-
w
w
Z
0
U)
w
(D
0
.j
0
Z
w
c:)
111
Z w 00
N
(D 0 <
ry w Z
_j
w _j _j
0 C) 0
c) < m
W W >- 0 <
+ F- 0
< Z
Z
, < W
U
C) Z 0 C) Z
w 0 W Z <
0 (D O� > (=) 0 C'4
Z < cy-) U'.)
Z u
LLI j 00 C)
9 CO
LL 06 Z
C1
UJ :2 T-
CL c:) i�
0 < 0 0
00
< co c) Z 'c' tI)
SCALE: 1"=40' rf""N
0 20 40 80
1

ST
��` O�,p,NDSC,gAC�AO,,,�
o-13Bt �•f�
W�: v SEAL
�Nw No. 1414l�
CARa ' '�lP
k_
�',L9•��
.fin �..• ! /' ��
07/29/15
C01eJenest
& Stone
4(i
Shaping the Environment
Realizing the Possibilities
SCALE: 1 "=20'
0 10 20 40
CN NO: 1602
DATE: 29 JULY 2015
REVISIONS
No. Date Description
6 07.01.15 VE REVISIONS
SHEET 02 OF 03

EXISTING CONDUCTOR 82 -Z
-SEr-cl) ICIPLANS-T- . ......
CONDU
.. . .......
EXISTING GROUND ELEVATION 29.6 :2
EXISTING CONDUCTOR = 83.39 ROAD I APROVEMEN
75 EXISTING GROUND-ELEVATI - N� 148.
/A/1/ P
EXISTING CONDUCTOR .63
EXISTING GROLND-ELEVATION 29.4
EXISTING GROUND E ATION = 2f .1
r.AlaI111W EXIS71NG CONDUCTOR = 78.63 / T, 11 (��
CONDUCTOR 83" 2�,
EXISTING ROUND ELEVkTION 29
EXISTING ONDUCTOR 78.63 -, �41'11111 ,
2 ' MINIMUM C1 EARANCE M' C/,
E ISTING OVER EAD POWER OLES
E STING GROUN ELEVATION = 29.3 Z
E "STING CONDU TOR = 77.52
o ! i ( EXISTI GROUND) ELEVATION
7
EXISTIN CONDUCTOR = i77 .55
EXITIEXITING GROUND IEL VATIOW= 2S(/O
NG
CONDUCTOR I 77.60
-77MAINTAIN EXISTING FINISHED GRA4-S`, i
SLPE MAX. WITHIN UTILIT'r EASEMENT
TYP.
igg ir ponomm PHIVrPT
SEE DRAINAGE PLANS
FOR DETAILS j Nil i 1J9
UNDERDRAIN INV. IN. FIELD VERIFY IV i I i I
=NO GRADING WITHIN if
25.85; SEE CIVIL PLANS
25' OF TOWERS
FOR CONNECTION OF 29. D
27,
UNDERDRAINS TO STORM U DERDR N UNDERDRAIN
5l\ 'T
SYSTEM, TYP. I IN. 26 3 INV. IN. 215.94,
UNDERDRAIN N�
.56 INV. N. 28.25
10%
CONTRACTOR TO SLOPE C
OJ
SUBGRADE BENEATH
i PERVIOUS PAVERS AND
ASPHALT TO
UNDERDRAIN SYSTEM. TI
SEE CIVIL PLANS FOR
DETAILS, TYP.
UNDERDRAIN
INV. IN. 26.00
SEE CIVIL PLANS FOR UNDERDRAIN
CONNECTION TO STORM INV IN 25.90
SYSTEM
RIM 30.67
30.831 ff�II
RIM 30.1 0 V
:501P. i�.64f
-d-
A
. 1 1 1-7. 30.60
30.60
2%
30.90 30.60
30.20
1%
30.72 3D.42
I
.92 30.79
UNDER IN
INV. IN. .33
30.48
V
%
1 2
III nn 1
69
28.; 8
DIS
Ell
A
U ERDRAIN
INV. N. 26.84
23.501
30.0. i 30.�2. 2 2Z� I
30.32
•
30.
i "Jif
30.64 # 30 64• 1
30.32
30,39'
29.1
UND E RDRAIN
INV. N. 28.15
UNDDRAIN
UNDERDRAIN
6.50
i 11`VV RC'
98.26 HP INV. IN. 2 INV. IN. 28.11
2 7,
El 0 ID
CONTRACTOR TO SLOPE
SUBGRADE BENEATH
PEROUS PAVERS ND
ASP F ALT TO
UND E RDRAIN SYSTEM.
SEE INIVIL PLANS FDR
DETA LS, TYP., 90'
21141
UN E ERDRAIN
INV. IN. 27.96
I29.62 LIMIT OF
TRANSITION LINE
EASEMENT
UNDER 9.09
INV. 9'IiA51 %0 WETLAND LIMITS
SEE ARMY CORP OF
UNDER[ RAIN ENGINEERS DETERMINATION
INV. IN, 25.80 LETTER (SAW-2012-02036)
27.98 i AND ASSOCIATED SURVEY
29.28 It
UNDERDRAIN
2 INV ,3jN. 27.74
2
2&22 7
00o
r
UND RDRAIN
27.14 HP INV. IN. 27.96
29.62
g
7a4Z
4NDE RDRAIN
V. IN 26.33 rn 29M UND E-RDRAIN
I OT INV. IN. 27.96
� k l l
28. &42
29.62
2 .46 a0 .� � l '
Ej
I ! "A -
UN ERDRAIN
CON C
IN IN. 25.80
PAD
UND -RDRAIN INV. IN. 27.96
�ND RDRAIN
INV. IN. 26.34
HP
UNDERDR� IN
UNDERDRAIN
INV. IN. 5I
29.50 HP. .91
I INV. IN. 27.96
0
2&50
29.621
�28.-'D 28.43
11 29.26
A-
0 UNDERDRAIN INV.
IN. 25.80; SEE
1 29.4 27. CIVIL PLANS FOR
N3
CHOKiNnNroEnCpAOwN cOFn STORM SYSTEM,
-44P
TYP.
. ... . .....
2&38'
10 UND ---RDRAIN
I INV. IN. 27.96
28 30 28.44 € /i #
e / Jjjj ( i
HP
0
UND -RDRAIN
E3I INV. IN. 27.96 iii
26.30 28.44
CON ACTOR TO OPE
SUB RADE BENEATH
if PER OUS PAVERS AND
! f ASP ALT TO
27s UNDERDRAIN INV. IN. UND RDRAIN SYSTEM. jl
25.80; SEE CIVIL PLANS SEE CIVIL PLANS OR
FOR CONNECTION OF J DET kILS, TYP.
WUNDERDRAINS TO STORM
SYSTEM, TYP.
29.62
29.26
1 (#
UNDERDRAIN
INV. IN. 27.60
� I
.22 E:1
if 1
4:1 SLOPE MAX.
,TATE
4U
IN
N
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY- SURVEY
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M.
JONES, 513 CHESTNUT ST. WILMINGTON, NC 28401,
910-763-1941 1
LEGEND
SYMBOL DETAIL
EXISTING CONTOUR
--100,-, EXISTING INDEX CONTOUR
100.00- PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
tOp PROPOSED INDEX CONTOUR
N PROPOSED STORM INLET
PROPOSED STORM PIPE CG502
PROPOSED 4" PVC UNDERDRAIN
PROPOSED V-6" CURB & GUTTER 1/LS501
PROPOSED V-6" FLUSH CURB 21AS501
NOTES:
SEE SHEET LG101 FOR GRADING
NOTES
SEE SHEETS CG102 AND CG105
FOR DRAINAGE AND DETENTION
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
WWW.CLARKNEXSEN.COM
RECORD SET
N..................
&
0
LSEA 0 0-1361 I Or
Lu Z V) Lu NO. 1414
"rill. ►%%%t
07/29/15
Ad=�
lwmh. ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
^100
LL.
w
Z
w
0
U)
w
t r%
k.I
0
.j
Z
3:
0
w
t r% L0
c:)
4---r
Z w 00
0. 0 :.) r% N
k(D <
f%.40 w Z
LL.
w
0 C) 0
u < Or-
LI W o <
+ C)
0 Z
Z
w
0 (/) a) 0
C) Z 0 OZ
2 Z <
0
Z
< < cv) c? LO
0 w LL - 2,? Z C:) Lcr,)) 00c)
0 T-
06
c)
0
CN *
< 0 . 00
00 c) Z qt C,/)) (Z-)
SCALE: 1"=20' KT�
0 10 20 40

N75636'06"E 168.73'
TIE TO COLUMW�-­_
GRID C-1
COJVC
FOUAQAO?�'V4W
ADJACENT
N, PROPERTY LINE 26' WIDE FIRE
ACCESS ROUTE
INN,
. .... vyr-ILMINIV Limilla
A
SEE ARMY CORP OF
ENGINEERS DETERMINATION
1%b
LETTER (SAW-2012-02036)
�171 AND ASSOCIATED SURVEY
IJ
Li
17=7 7 7-
S64- 28' 25.32"E
Aa
77-�7,�
PINK
Ilk% ADJACENI
PROPERTY LINE
Pr
S, LIMIT OF
IfV10 TRANSMISSION
LINE
EASEMENT
�zl T
PROPOSED
I ASSUMED
Ti
SIDEWALK CELL
TOWER
PROPERTY
LINE
7-
-7-7
% J4 =41'
EXISTING CELL TOWER
82.25' AND ACCESSORY
BUILDINGS LOCATED ON
INTERSE� ON OF Al AND 21 CFCC OWNED PARCEL
LL TOWER
16. ASSUMED CEI
NCE- PRO
-%fX CHAIN UNK PF PERTYLINE
r_7x
Q GENERATOR/CHII I ER G
I BL-21-1-j E�
ENCLOSURE, SEE
CrYwo 4 /A ARCHITECTURAL PLANS
Z�� FOR DETAILS.
-------- . .. ....... DRIVEWAY
WIDENING TAPER
RADIUS
PROPOSED ROAD EXISTING GRAVEL DRIVE
IMPROVEMENTS AT SIDBURY
ROAD. SEE CIVIL PLANS FOR CPA VEL
DETAILS DRW I
M4 a
SM�IJRY ROAD S.R. 1336 (60' RIW)
TIE TO COLUMN
GRID H-1
N750,32'42"E 532.44'
INq
SYMBOL
PRODUCT
SPECIFICATIONS
QUANTITY
6"X12" PRIEST BRICK PAVERS TRADITIONAL
CONCRETE
PEDESTRIAN
COLOR: CREAM; FINISH: TUDOR
132
SF
PAVERS
HANOVER ARCHITECTURAL PRODUCTS
5000 HANOVER ROAD
HANOVER, PA 17331
ADDITIONAL MANUFACTURERS: UNILOCK-SERIES 3000, PAVESTONE-HOLLAND STONE
3" THICK 4"X 8" PRIEST BRICK PAVERS TRADITIONAL
CONCRETE
COLOR: CREAM; FINISH: TUDOR
748
VEHICULAR
SF
PAVERS
HANOVER ARCHITECTURAL PRODUCTS
5000 HANOVER ROAD
HANOVER, PA 17331
ADDITIONAL MANUFACTURERS: UNILOCK-SERIES 3000, PAVESTONE-HOLLAND STONE
4"X9" PERMEABLE PAVERS
PERVIOUS
VEHICULAR
COLOR: CREAM; FINISH: TUDOR
18,960
SF
PAVERS
HANOVER ARCHITECTURAL PRODUCTS
5000 HANOVER ROAD
HANOVER, PA 17331
ADDITIONAL MANUFACTURERS: BELGARD-AQUA BRICK 4, PAVESTON- FRIORA
1" to 3" PENNSYLVANIA RIVER ROCKS
RIVER
COBBLE
MIKE'S STONE AND MULCH
3,038
SF
6512 CAROLINA BEACH ROAD
WILMINGTON, NC 28412
ADDITIONAL MANUFACTURERS: BIANCHI BRICKYARD, SCOTT STONE
ILLUMINATED
SEE MEP PLANS
BOLLARDS
14
DUMOR 400-36 SERIES (ARGENTO - DARK GREY)
REMOVABLE
BOLLARDS
DUMOR SITE FURNISHINGS
19
P.O. BOX 142
MIFFLINTOWN, PENNSYLVANIA
ADDITIONAL MANUFACTURERS: FAIRWEATHER B-2 4% COLUMBIA CASCADE COMPANY
2190 DOM TOP METAL BOLLARD
DUMOR 400-36 SERIES (ARGENTO - DARK GREY)
PERMANENT
0
BOLLARDS
DUMOR SITE FURNISHINGS
8
P.O. BOX 142
MIFFLINTOWN, PENNSYLVANIA
ADDITIONAL MANUFACTURERS: FAIRWEATHER B-2 W', COLUMBIA CASCADE COMPANY
2190 DOM TOP METAL BOLLARD
ACCENT
SEE MEP PLANS
SITE LIGHT
12
POLES
NEOLIVIANO 69" BENCH VOTH BACK
BENCH
7
LANDSCAPE FORMS
431 LAWNDALE AVE
KALAMAZOO, Ml 49048
ADDITIONAL MANUFACTURERS: DUMOR-BENCH 98, EQUIPARC-EP 1650 IPE-A
CHASE PARK 36 GAL. SIDE OPENING TRASH
TRASH/
RECEPTACLE BY LANDSCAPE FORMS.
3
RECYCLE
RECEPTACLE
ADDITIONAL MANUFACTURERSMUMOR INC.-RECEPTACLE 158, vICTOR STANLEY
PAIRS
STEELSITES SERIES, NSDC-36
LOT OR PARKING
AREA
TOTAL# OF PARKING
SPACES
# OF ACCESSIBLE SPACES PROVIDED
TOTAL#
ACCESSIBLE
PROVIDED
REQUIRED
PROVIDED
REGULAR WITH 5'
ACCESS AISLE
VAN SPACES WITH 8'
ACCESS AISLE
AE&T
119
123
4
1
5
HEATT
26
22
1
1
2
GRAND TOTAL
145
145
5
2
7
Point Table
Point #
Raw Description
Northing
Easting
1
LIGHT POLE
211386.7409
2338406.8064
9
LIGHT POLE
211311.8173
2338833.1956
2
LIGHT POLE
211358.5751
2338488.3411
3
LIGHT POLE
211353.6737
2338529.3682
4
LIGHT POLE
211397.2455
2338518.1211
5
LIGHT POLE
211162.4524
2338282.9313
6
LIGHT POLE
211202.0022
2338302.2119
7
LIGHT POLE
211241.5520
2338321.4924
8
LIGHT POLE
211255.4392
2338846.9137
10
LIGHT POLE
211421.4716
2338805.3209
V,
Point Table
Point #
Raw Description
Northing
Easting
11
LIGHT POLE
211490.4266
2338789.3246
12
LIGHT POLE
211 W.4875
2338772.9165
13
LIGHT POLE
211615.5154
2338756.2835
14
LIGHT POLE
211601.5045
2338833.9841
15
LIGHT POLE
211541.3213
2338849.5153
16
LIGHT POLE
211480.0444
2338864.6378
17
LIGHT POLE
211366.5114
2338893.5297
18
LIGHT POLE
211293.5276
2338912,1027
19
LIGHT POLE
211241.0221
2338925.4643
20
L I G H T :P:0:L::Ej
211187.6434
2338938.94
Point Table
Point#
Raw Description
Northing
Easting
21
LIGHT POLE
211220.4434
2339003.9909
22
LIGHT POLE
211277.7503
2338989.0077
23
LIGHT POLE
211335-9130
2338973.9979
24
LIGHT POLE
211386.1645
2338961.0298
25
LIGHT POLE
211445.6637
2338945.6652
26
LIGHT POLE
211548.4344
2338919.1536
27
LIGHT POLE
211609.0208
2338903.5183
28
LIGHT POLE
211369.2159
2338684.4041
29
LIGHT POLE
211380.2131
2338727.0076
0
LIGHT POLE
211391.2103
1
2338769.6112
SiC,130
N
"YC,L () R
VICINITY MAP N.T.s.
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY- SURVEY
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M.
JONES, 513 CHESTNUT ST. WILMINGTON, NC 28401,
910-763-1941
LEGEND
SYMBOL DEJAIL
4/LS501
4, PROPOSED SIDEWALK
PR
]/7' N OPOSED ACCESSIBLE RAMP 5/LS501
& PROPOSED ACCESSIBLE VAN SPACE 16/LS501
VAN
HEAVY DUTY CONCRETE 2/LS501
HEAVY DUTY BITUMINOUS CONCRETE 22/LS501
VEHICULAR REINFORCED TURF 13AS502
PEDESTRIAN PAVERS 3/LS501
"'X VEHICULAR
PAVERS 3/LS501
PERVIOUS VEHICULAR PAVERS 14/LS502
GRAVEL DRIVE 23AS501
RIVER COBBLE 14/LS501 I
PROPOSED V-6" CURB & GUTTER 1AS501
0 TRASH RECEPTACLES
(D PARKING COUNT
BENCH 7/LS501
STAKING AND MATERIALS PLAN
NOTES
1 . ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE
NOTED.
2. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF
BEGINNING (P.O.B.) AND STAKE SITE AS INDICATED ON
CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF
CONSTRUCTION. N01IFY COLEJENEST & STONE, P.A. IMMEDIATELY
OF ANY DISCREPANCIES.
3. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR
CENTERLINE UNLESS OTHERWISE NOTED.
4. ALL BACK OF CURB RADII ARE 4.5' UNLESS OTHERWISE NOTED.
5. PARKING SPACE DIMENSIONS ARE 18.5' (TO BACK OF CURB) X
9.0' WIDE UNLESS OTHERWISE NOTED.
6. ALL DETAILS SHALL BE CONSTRUCTED IN SMCT COMPLIANCE
NTH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
7. STOP SIGNS SHALL BE R1-1 36"x36" ON PUBLIC STREETS AND
24"X24" ON PRIVATE STREETS.
8. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
9. NO OBSTRUCTION OF PUBLIC R/W OR SIDEWALK WILL BE
ALLOWED. NO PARKING IS ALLOWED OVER PUBLIC SIDEWALKS.
ANY FENCE OR WALL CONSTRUCTED ALONG OR ADJACENT TO
ANY SIDEWALK OR STREET RIGHT-OF-WAY WILL REQUIRE
APPROVAL FROM NEW HANOVER COUNTY.
10. COORDINATE ALL CURB AND STREET GRADES IN INTERSEC11ON
NTH INSPECTOR.
11. NO DEMOLITION LANDFILLS ALLOWED ON SITE.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
ADJACENT PROPERTIES. WHEN CONDITIONS WARRANT OFF -SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
13. CRANES AND SCAFFOLDING ARE NOT ALLOWED WITHIN THE
UTILITY EASEMENT.
14. STRUCTURES, BUILDINGS, MANUFACTURED/MOBILE HOMES,
SATELLITE SYSTEMS, SWIMMING POOLS (AND ANY ASSOCIATED
EQUIPMENT AND DECKING), GRAVES, BILLBOARDS, DUMPSTERS,
SIGNS, WELLS, DEER STANDS, RETAINING WALLS, SEPTIC
SYSTEMS OR TANKS (WHETHER ABOVE OR BELOW GROUND),
DEBRIS OF ANY TYPE, FLAMMABLE MATERIAL, BUILDING
MATERIAL, WRECKED OR DISABLED VEHICLES AND AH OTHER
OBJECTS NOT ALLOWED WITHIN THE RIGHT-OF-WAY LIMITS.
TRANSFORMERS, TELEPHONE/CABLE PEDESTALS (AND
ASSOCIATED EQUIPMENT), AND FIRE HYDRANTS ARE NOT
ALLOWED. MANHOLES, WATER VALVES, WATER METERS,
BACKFLOW PREVENTERS AND IRRIGATION HEADS ARE NOT
PERMITTED WITHIN THE UTILITY EASEMENT. ATTACHMENTS TO
DUKE ENERGY PROGRESS STRUCTURES ARE PROHIBITED.
15. THE AS -BUILT SURVEY IS REQUIRED TO DOCUMENT THAT FINAL
CONDITIONS ARE THE SAME AS INITIALLY APPROVED AND THAT
DUKE ENERGY PROGRESS LINE RATING HAS NOT BEEN
ADVERSELY IMPACTED. THE AS -BUILT SURVEY SHALL BE
COMPLETED BY A LICENSED SURVEY FIRM THAT HAS BEEN
PRE -APPROVED TO PERFORM SURVEY WORK ON THE DUKE
ENERGY PROGRESS TRANSMISSION. THIS WILL ENSURE THAT
DUKE ENERGY PROGRESS RECEIVES CONSISTENT SURVEY DATA
THAT DOES NOT REQUIRE SIGNIFICANT EFFORT TO CONVERT INTO
PLS CADD FORMAT. THE AS -BUILT SURVEY SHALL EXTEND TO
THE DUKE ENERGY PROGRESS TRANSMISSION STRUCTURE ON
EACH SIDE OF THE ENCROACHMENT. THE AS -BUILT SURVEY
MUST INCLUDE TRANSMISSION STRUCTURE LOCATIONS AND ALL
WIRE ATTACHMENT POINTS.
16. THE SURVEYING, STAKING AND AS -BUILT SURVEY OF THE A&ET
SITE IS TO BE PROVIDED BY A SURVEYOR LICENSED IN NORTH
CAROLINA THAT HAS BEEN PRE-APPORVED TO PERFORM WORK
ON THE DUKE ENERGY PROGRESS TRANSMISSION SYSTEM.
y
,v
01111111111"..
�AOR -fly
&
..........
0SC
SEAL
No. 1414
C-1361
0-103
4e
X
Wo
13�
W
z
W
0
0 ^
vi
W
0
.j
0
z
W
44 r% U')
k:j C:)
14t
z W 00
t r% 0 N
W <
z
_j
W 0 C) 0
:2 u < W
UJ W 0 <
.,% + 0
Lj z m
z
< W
:2 (j) a3 0
Z 0 C) z
W Z
Cr 2(=)o
(D C\j
zC)
< < (y) 6
uj 00 CC)
z L0
00
U- z goo
06 8-
UJ
C) 0- C)
06 00
D < 0 CN
< Lao c) z qt Cc/)) Z)
SCALE: 1"=40'
0 20 40 80
CN NO: 1602
DATE: 29 JULY 2015
REVISIONS
No. Date Description
6 07.01.15 VE REVISIONS
ECEIVE
AUG 0 3 2015
BY:

ipf
N
NI 7 1� 0 -� R.n P, " P- 1 cz, R 7 --� 2
SIDBI,JRY ROAD
S. R. 1336
N75032'42"E 532.44 9
R51.0'
ponpnecon OnAn 1kAC30nVrUrMM AT
SIDBURY ROAD. SEE CIVIL PLANS 2' WIDE PAVED ROADWAY
FOR DETAILS. SHOULDER, TYP.
R49.5'
60' RIW) 0 M
N
SIT
GL0
TATE
TefRS
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY- SURVEY
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M.
JONES, 513 CHESTNUT ST. \NILMINGTON, NC 28401,
910-763-1941
R29.5'
LEGEND
S75* 31' 34.158"W SYMBOL DETAIL
2.833
4 1
&�/' PROPOSED S DEWALK 4AS501
'0
....... .....
WC6
PROPO 5AS501
VEHICULAR SED ACCESSIBLE RAMP
REINFORCED TURF FOR
FIRE ACCESS. TYP.
S25' 31' 37.76"W
R4.5'
3.218
PROPOSED ACCESSIBLE VAN SPACE 16AS501
VAN
TRANSITION TO
MOUNTABLE CURB,
_771 I SEE DETAIL 8AS501
R40' HEAVY DUTY CONCRETE 2AS501
............. ------
=3 I
. .. ... . .. .... MOUNTABLE CURB AT
R28'
. . ..... FIRE ACCESS LANE
HEAVY DUTY BITUMINOUS CONCRETE 22AS501
1=—M I i 1=71 p=1 REMOVABLE BOLLARDS AT 5'
O.0 FOR FIRE AND SERVICE
ACCESS. COORDINATE AND
PROVIDE LOCKS APPROVED
VEHICULAR REINFORCED TURF 13AS501
------ BY CFCC AND NEW HANOVER
COUNTRY FIRE SERVICES. SEE
DETAIL 17/LS501
S
TRANSITION TO TRANSITION
FLUSH CURB, TYP.
MOUNTABLE CURB,
PLAN ENLARGEMENT, F_ RIVER COBBLE 14/LS501
SEE DETAIL BAS501 N25* 31 36.68*E
SEE DETAIL IAS503
PLAN ENLARGEMENT,
SEE DETAIL 3/LS503 FLUSH CURB
M PROPOSED 1'-6" CURB & GUTTER 1 AS501
S64* 28' 23.32"E
Ed I
22.639
R9.5' 2' FLUSH CURB 21AS501
CONCRETE 1�
SIDEWALK, TYP. PA
11T
R28'
R5.5'
1.5' CONCRETE __T— --EJ— EXPANSION JOINT 13/LS501
R20'
FIRE MARKER, SEE
DETAIL 12/LS502
0
+
L
0 TRASH RECEPTACLES
10
PA
1=i 1 17—
PA
r BENCH 7 S501
A
PA
Z'
7'
"k, PIE
SITE LIGHT POLE
u
_x 7
PA
tA
ILLUMINATED BOLLARD
2 -,
PA 7UG 4T, Lg
PA
1 71N,' 1 PA PLANTER AREA
T
PA
NOTES:
-F- TL_14_1
1. FOR LIGHT POLE POINT TABLE SEE SHEET LS101.
-Tr �1 Inull "'&fij 'c.
77
6 C' 50
7-, r
T_11
PA 52
2�"'*,'� PA
PA_ co PA
HEAVY DUTY
SCORED :11 j==j 1
CONCRETE AT
400 FIRE LANE
7
d HEI 111 . . . . . .
IN, 4 LIGHT POLE
Ikk
It
PROPOSED SITE 11--NP I 1=1 1 1=1 1
LIGHT, TYP. SEE
ELECTRICAL PLANS
FOR DETAILS.
1144
PEDESTRIAN
SCORED
CONCRETE
GHT POLE,,, 1:t=i 1_.
woo too PROPOSED BLUE LINE
Oro PEDESTAL,
SEE ELECTRICAL
PLANS, TYP i =1 I
X
PROPOSED
/ /
ACCESSIBLE RAMP 0o,
REMOVE AND
REPLACE EXISTING
LIGHT POLE
CURB FOR RAMP
INSTALLATION.
"T
POSED
!=.."j F-I 1 'ZI PRO
SIDEWALK,. Tr`P.,'
I=-[ 1 7=1 I I _ _ �j � A . 11 - I A
I A'i 4-577 04
N75* 31' 3*.68"E
Ilk IN, 0
0'
E)(ISTING CURB AND C'4
4
Y
GUTTER
�4
CONFIRM EYJSTING POLE y
LOCATIONS IN FIELD AND 5' PROPOSED
ZIC
COORDINATE FINAL SIDEWALK SIDEWALK
LAYOUT WITH LANDSCAPE
ARCHITECT PRIOR TO POURING
CONCRETE. MAINTAIN EQUAL
SPAC1NG BETWEEN BACK OF 4*111 HEAVY DUTY PAVING
CURB AND POLES. ADJUSTMENTS . . . . . . . .....
X\ IN FIELD MAY BE REQUIRED, TYP. 'I*
"t1k
X\
Ilk,
LX CHAIN LINK FENcE
A' Aft
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
VWM.CLARKNEXSE1N.00M
RECORD SET
,P", �ORT/-/
-*��DSC
0 �*r,
��_ I
No. 1414
C-1361
0'. C-103
L)
007/29/15
uoleJenest
Stone
Shaping the Environment
Realizing the Possibilities
0%'.00
LL.
w
Z
w
U)
w
0 r%
k:j
0
Z
3:
w
Z w 00
0 r% (D N
vowir w <
Iry Z
LA� _j
w _j _j
2 0 0
w W C) < Q_r
>_ 0 49:L
+ C)
< Z
Z
<LL
w 0
Z 0 noz
W o CL U) Z_
;� (:) 0
Z
<f <:L Cf) L6
(.) 00 00
w Lc)
14 CO
U- Z 9 00
06 - c)
Uj F-
b_ ()�
0
< 0 0
< 00 0
SCALE: 1"=20'
L M
0 10 20 40

SITE LIGHTING NOT
I �
ALLOWED WITH 15' OF
OVERHEAD POWER LINE,
LIMIT OF UTILITY I
EASEMENT
EXISTING OVERHEAD
POWER LINE TO BE
PLACED
UNDERGROUND.
COORDINATE WITH
M.E.P AND DUKE
ENERGY PROGRESS
PROPOSED 1'-�6" 2.60°
CURB AND GUTTER I 2 f
PROPOSED GHT POLE::*
SIDEWALK, TYP.
6' TRANSITION TO
MOUNTABLE CURB;
SEE DETAIL 8/1 S501
MOUNTABLE CURB
AT SERVICE VEHICLE
ALIGN SIDEWALK ACCESS
WITH FACE OF WALL (0A
U 'HT POLO
f +i
P ff,
"F Y
f
kY 4 S1
'�l+' ,� �'' 'w s5 .' 3�, a.,'�`,r ,'r• °"'•x.:''�`:k`;�" ' k x'�'•� gC ey,.✓,y ,`abZ',.�'., ,E � ,r, �`�'da �l? � 11
}r {
-.7t"A�r���� €r 4 �:."����< ` „8�����s�`Nf, `t", ^i,.; ��' S ° r, .v��s'�'a„ .`•� lx . ,,�M 1 k � � •
drx
rz
a";.,S53hsf $.. , ,.. -Fv a>?,. ^,, �c° `>7 ... -p... 3 ,„:-.,.,.xr,> a,";e' «. ,5 ,•?k. ^f�' ., . ,� C
� sa
DIAGONAL STRIPING
FOR SERVICE
3,.
VEHICLE ACCESS ' !-'c^x ,•>x: 'f!�; a✓fz � & �c� r �P,t�..«z,�,,e,�Tb.�' �' �,'� '.'��L' �a(
�� . r .� yam.. a. -n��% � t1`, r'' ""� j•} `�� 6' TRANSITION TO
FLUSH CURB
r fi � � � a "rc �������'�� € . ��'f'`y "�. >�'"' ;s` S , rye t�s',.��•' haw � �� `� ,, -
, l t tz EY Q i 5 A 3 .- PROPOSED BLUE LINE
,
x
>,,,,e»', i,:..: "'M .,.,,,,., �, .. .. Mww.wr.. N ;., r.;..: v ,fW!^.".w:""". .rz .:'', •�}5� 4,• i `�
SEE ELECTRICAL
PLANS,TYP
(3) ILLUMINATED
:' BOLLARDS, SEE
. ELECTRICAL PLANS
FOR DETAILS, TYP.
w PA PA N PA PA ( B
PA,
.50 Gt 50 6 `: 12.75. 7 —7-77
ca
w
_..,
:50
28 2B
UG 'f_ P LE . LIG T LE. .
LIHl' 0
cc A A �A1 �� A PA
N_ ri
�Y
CONFIRM LIMITS OF CONIC
E, COBBLE IN FIELD
WITH LANDSCAPE PADS'
t >' ARCHITECT, TYP.
f ACCENT SITE LIGHT /
POLES CENTERED IN
RIVER COBBLE
BANDS, TYP. ,
ASSUMED CELL TOWER
PROPERTY LINE, TYP. t`
6' TRANSITION TO I
/ FLUSH CURB ,
ASSUMED CELL TOWER
PROPERTY LINE, TYP. I
REMOVABLE BOLLARDS AT 5' O.C. FOR
"� FIRE AND SERVICE ACCESS. I 9
��. COORDINATE AND PROVIDE LOCKS LIGHT POLE
APPROVED BY CFCC AND NEW I Ay
.. .. HANOVER COUNTRY FIRE SERVICES. SEE
R10.0 DETAIL 17/LS501
a
` . L 14.4 4, R�=12C. 00 . I
„ .. S75' 13 , 3"W
5.� Lii
14.4 4,/R=120.00; N S • 38 IZ .279
W
£I
STING OVERHEAD POWER
k • LINE TO BE PLACED
UNDERGROUND. COORDINATE I
WITH M.E.P AND DUKE
ENERGY PROGRESS I
6' TRANSITION TO FLUSH
CURB
AL STRIPING
X CONS,FOR
FOR SERVICE s
PAD VEHICLE ACCESS
GHT POj"'
HEAVY DUTY CONCRETE
COORDINATE REMOVAL OF POLE'
WITH DUKE ENERGY PROGRESS
ACCESS TO CELL TOWER
ENCLOSURE
t•— HEAVY DUTY
" 41 GRAVEL DRIVE
I
i..
� E
� Y ,
TRASH ENCLOSURE,.•;
SEE DETAIL 1OAS503 ;
X,
' s
0
11
i
U�
� rk(10�f
N
S Tr
DR
VICINITY MAP
suRVEY DISCLMMER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY
ISSUE DATE FEBRUARY 11, 2013. PROVIDED BY BOB M.
JONES, 513 CHESTNUT ST. WILMINGTON, NC 28401,
910-763-1941
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
VWWV.CLARKNEXSEN.COM
RECORD SET
oeee+F �1 RTy
Lcf � No. 1414 Z t Gp fit^ '; Cn : � � •: D 2
; SEAL = (n • w z
' e
07/29/15
LGNC>
SYMBOL DETAIL
PROPOSED SIDEWALK 4/LS501 Colejenest
Stone
_ Shaping the Environment
i PROPOSED ACCESSIBLE RAMP 5/LS501 Realizing the Possibilities
66 PROPOSED ACCESSIBLE VAN SPACE 16/LS501
VAN
HEAVY DUTY CONCRETE 2AS501
LL
HEAVY DUTY BITUMINOUS CONCRETE 22/LS501
ui
I—'
€} 3 a l} I VEHICULAR REINFORCED TURF 13/LS501
LS501
A PEDESTRIAN PAVERS 3 /
Vj
0 n
3LS501
~�- HEAVY DUTY GRAVEL DRIVE / 4./
�N
PERVIOUS VEHICULAR PAVERS 14/LS502
RIVER COBBLE 14/LS501 1
ui
" /LS501
- PROPOSED 1 6 CURB & GUTTER 1 / �
V C)
Z W 00
PROPOSED 1'-6" FLUSH CURB 21 /LS501 f r% r n N
W Q
PROPOSED V-0" CONCRETE BAND 21 /LS501 uj 'J -j
O p0
ui �- ® r ,
® TRASH RECEPTACLES -/ + (— �•-�
1 C�
BENCH 7AS501 uj
G 2 m
�
0 C) Z
i� SITE LIGHT -% c) � O O N
< H o
_ LL V ,I-Z o °°
® ILLUMINATED BOLLARD -/ e H Z Q co
�.1 W C)
0 .• •
,0.'Zr
1 10 20 'i

SIGNAGE--------- ® CU CU
ONLY REQ'D ® VAN SEE SITE PLAN ( ACCESSIBLE ROUTE
ACCESSIBLE SPACES FOR WIDTH
ACCESSIBLE RAMP FACE OF CURB
4"PAINTED LINES(TYP)
SEE STAKING PLAN
FOR LOCATION OF
ALL ACCESSIBLE
PARKING SPACES
MUTCD R7-8 8' 8' 8' 5' 8'
12"x27" VAN
ACCESSIBLE
SPACE
PARKING SPACE PAVEMENT MARKINGS
0 0 0
ACESERVED
C SS B E PARKING RPARKING
MUTCD
f
SERVED DISABLED R7-8
ARKING PASSENGER MUTCD
MUTCD LOADING R7-1
R7-8 ONLY
Y-- FINISH GRADE
,.' �, REQUIRED ACCESSIBLE FMs RESER� ED PARKING SIGN PENALTY R7-8D
JACCESIBLE SIGN
MAXIMUM
$ 250
\ °
%j
PENALTY R7-8D
$ 250
CONDITION #1
%
60"
CONDITION #2
SEE DTL, DETAIL FOR
84"
MOUNTING REQUIREMENTS
SECTION A -A'
x 2'-6"-
JG BAR
JAVEMENT
FACE OF CURB
0"+ 0"+
N
LIGHT BROOM FINISH
CONCRETE
WWF6X6 W1.4XW1.4
COMPACTED SUBGRADE
\ �\ (TOP 12 COMPACTED TO
EDGE OF PAVEMENT r ,`%" \�' \% \` ' 100% STD. PROCTOR DENSITY)
0"+ 0"+
x
N
n n
6"+
co
MOUNTABLE CURB
WIDTH VARIES
'-O"
TOP OF CURB
SLOPE CURB
1" PER FT.
6" +
6" +
SIDEWALK
NOTES:
1. ALL CONCRETE TO BE 4,000 PSI.
MOUNTABLE CURB TOP OF
CURB 2. REFER TO DETAIL 13AS501 FOR TYPICAL JOINT CONSTRUCTION.
EDGE OF
`- PAVEMENT
1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)
MIN. 1/4" PER FT.
NOTES:
1 FINISHED GRADE 1. SEE DETAIL 1AS501 FOR MOUNTABLE CURB DETAIL PROPOSED 4" CONCRETE
N.T.S. 20 ADA PARKING SPACE DETAIL N.T.S. *CONCRETE WHEEL. STOP N.T.S. *TRANSITION AT MOUNTABLE CURB AND GUTTER N.T.S. CONCRETE SIDEWALK
NOTE:
2-1/4" 1. CONTRACTOR TO PROVIDE AND. INSTALL BENCH
6. 6" SCH 40 GALVANIZED STEEL ANCHOR AND INSTALL BENCH; BENCH PROVIDED BY
PIPE FILLED W/ CONCRETE EQ. EQ. NCSU.
LO
ROUNDED CONCRETE TOP 2. UTILIZE ANCHOR BOLTS TO INSTALL BENCHES PLUMB
BACK OF CURB LINE SIDEWALK SURFACE /4" DIA. N 2-1/4"
LOT IN
1/2" LIP BOTH SIDE OF RAMP 5'-4" MIN. 8" MIN. AR N EQ. EQ. 2-1/4" x 2-1/4" BENCH LEG
STREET SURFACE (8.3 2% CROSSES SLOPE)-SEE
8-2 COMPACTED EARTH (TYP.) F.G.
F
COMPACTED
ABC STONE t° FINISH GRADE VEDGES OF BAR
3n co
x AND EDGES OFF CUT 1/4" SLOT THRU LEGS
�._ -- _ #5 REBAR BENCH LEG TO
ti„ AFTER LEG HAS BEEN CUT
ALIGN UPON 1 /4 TO CONFORM TO GRADE.
4r \,,`' 1� � INSTALLATION.
' .•,`?, `: �
.a 3/$n
z k, CONC. CURB &GUTTER
r
�Y # WASHER AND SQ. NUT AT
3 REBAR x 12" DOWELS C 6" OC. FIBER REINFORCED CONC.
1 . 11�.� . FOR SEPARATE POURS OF CURB &GUTTER i BACK OF LEG.
�f
AND RAMP FOOTINGS r
/lj�:�ri 1 \a .,/ //��,r j % / SEE ENLARGEMENT
FINISHED GRADE UPPER LEFT.
(3000 PSI)
4 FIBER REINFORCED CONCRETE SIDE FLARE. coNCRETE
x � S 4
COMPACT SUBGRADE TO 12"
95% STD. PROCTOR SAND SETTING'
BED
FILTER FABRIC
1 /4" ) 1-1 /2"' xr,11 -1 /2"
---------------�_ _ GALVANIZED STEEL BAR. ..-
7�� NOTES:COMPACTED SUBGRADE
1. SEE PLAN FOR NUMBER OF POSTS TO BE USED.
r.
2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A CORE 3" DIA. THRU CONCRETE 6" DIA. x 9" CONCRETE FOOTING
SLAB TO ACCEPT BAR AND >`" FOOTING TO ACCEPT BAR.
MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER. 1/2
GROUT IN PLACE. INSTALL INSTALL BARS BEFORE PAVING.
3., ,PAINT BOLLARD BRONZE PER CFCC STANDARD BARS BEFORE PAVING.
GRAVEL DRIVEWAY N.T.S. 23 ACCESSIBLE RAMP DETAIL (SECTION) N.T.-S. 15 STEEL PIPE BOLLARD N.T.S. 11 BENCH ANCHOR DETAIL N.T.S. 7 3
2.35"
o- o
PAVER
M
to
SETTING N
TACK COAT
COURSE
BITUMINOUS CONCRETE
TAPER HEAVY DUTY
SURFACE COURSE CONCRETE AT COMPACTED
� 1 _E,; l
_ TYPE SF9.5A TRANSITION BASECOURSE o
in BITUMINOUS CONCRETE GRAVEL DRIVEWAY; tt v i
. . , HEAVY -DUTY C� � � . �" l iv
`:< 5 .: SEE DETAIL 23/LS501 CONCRETED
t � BINDER COURSE SUBGRADE �.} 0 0 � TYPE S9.5A~» �r1 C. ,1
{4
* 0 COMPACTED ABC " / �^'`�,
°0 f ` -' k"_ LIGHT BROOM FINISH
_ j WRAP #57 STONE INS..^.: a c I
0 0 � ) NONWOVEN GEOTEX11LE � e M
0, 9 FABRIC...,, s d ' { 'I y,II IiIitE t
l `n �� WWF6X6 W1.4X W1.4
3 8 x 10
57 STONE PEE
O O O O O O O " " ( CONCRETE
STEEL SPIKE
I _ _ ; 4 PERFORATED PVC PIPE \/�' \/�' 9.5mm x 25.4cm) 11
/ \i� �i/ / / i O O O O O O ( III- , _ " ,
• _ 1. AT BASE OF #57 STONE \ �\ \ / 4 -0 MIN. (VARIES WITH WIDTH OF RAMP) t } 0 0 COMPACTED ABC (COMPACTED TO
z 0 _, 5 0 - 100% STD. PROCTOR DENSITY)
50 O.C. / \ \ \ \� \ \/ \ \/\ j \ \ \ \/\ \ o ' � COMPACTED SUBGRADE
COMPACTED SUBGRADE, / / / / / / \ / / / \ TRUNCATED DOME PLAN VIEW%,/ /,i(TOP 12" COMPACTED TO
`\ SLOPE TO UNDERDRAIN \ ,a ��� \ \ \\ \\�\ \\\\\ \ \ \ \ \\ \\ \ NOTES: ,�,�` j�'
�'\. 100% STD. PROCTOR DENSITY)
1. CONNECTION BETWEEN SECTIONS TO UTILIZE
MANUFACTURERS' INTERLOCKING SNAPDOWN
COMPACT SUBGRADE SPLICING SYSTEM.
TO 90% COMPACTION TRUNCATED DOME SECTION
CONTRACTOR TO CONFIRM CROSS SECTION TO CORNERS -NOTCH BASE ONLY AND FORMA NOTES:
WITH GEOTECH PRIOR TO CONSTRUCTION AND CONTINUOUS CORNER
COORDINATE ANY ADJUSTMENTS WITH 1. DETECTABLE WARNINGS SHALL BE OF THE PRE -CAST PAVER TYPE. NOTES:
LANDSCAPE ARCHITECT. ONSITE 2. WIDTH OF DETECTABLE WARNING AREA SHALL EQUAL TO THE WIDTH OF THE RAMP. GEOTECHNICAL SUBGRADE INSPECTION SHALL 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION 1. ALL CONCRETE TO BE 4,000 PSI.
EBE LEVATIONS. BASED ON SEASONAL HIGH WATER TABLE
ELWIDTH. 2. REFER TO DETAIL 13AS501 FOR TYPICAL JOINT CONSTRUCTION.
4. DETECABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE
PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN ;DOMES.
6. PAVERS SHALL BE 2" THICK, CAST FROM 5000 PSI CONCRETE AND MORTAR -SET ON
A MINIMUM 4-INCH THICK CONCRETE BASE.
HEAVY DUTY ASPHALT PAVING N.T.S. 22 GRAVEL DRIVE TO CONCRETE TRANSITION N.T.S. 14 (14� PAVER EDGE N.T.S. 10 DETECTABLE WARNING N.T.S. 6 HEAVY DUTY CONCRETE N.T.S. C2
3'-0" MIN. 6" V-0" 9"sm 21"
CONTINUOUS
HEAVY DUTY BITUMINOUS 1/8" 1/4" PASSAGE X FLUSH CURB BACK OF WALK CONC. SIDEWALK 3" RADIUS RADIUS RADIUS
CONCRETE
PER PLAN
m( ^'�
VEHICULAR PAVERS ion/s - m 1 EXP NOTE: iv ---:
5. 5�,. y `� °� JOINT ;� PROVIDE DETECTABLE WARNING. a x RADIUS
EXPANSION JOINT ti` ACK OF CURB cO r T �. 4. .
VeIVN � �:°,� � EXP. JOINT A-•- *� A _ SURFACE; SEE DETAIL 6AS501
1 3/4" RADIUS
1'-O" OR V-6" `� , SH
SEE SITE PLAN X CURB
6'-0" 4'-0" 6'- " FACE OF CURB
_ 1'-6" STANDARD CURB & GUIMR
CONCRETE BAND, BROOM -- �.. � FACE OF CURB 2'-6"
FINISH I, I,
PLAN - PARALLEL RAMP NOTE: JOINT SEALER z
PROVIDE DETECTABLE WARNING _0� 2'-6" MOUNTABLE CURB
° sce 4D n M " a/s SQ stt e�x MINOR GROOVE JOINT MAJOR GROOVE JOINT 5' TRANSITIONS FROM 12:1 SLOPE 12:1 SLOPE SURFACE; SEE DETAIL 6AS501
1 s ilz on f -- 4' WALK
WALK MUSTABE K.�'� r--�1 6� 4, 6' SURFACE OF GUTTER
. ae w�/B r JOINT SEALER RAMP. 5' WIDTH AT :: •:
• ELEVATION iLf�N b.
1/8" RADIUS 12:1 SLOPE 12:1 SLOP , . µ
C> {. c q .4 I/rTw rTmcc r xrssn ens 1/2" EXPANSION JOINT (SEAL "4.
' sawv� { Imom ,� TO MAKE WATERTIGHT) 1/8 TO 1/4 SIDEWALK 3'-0" MIN. "'
" r _ _s , ' EXP. JOINT N11 UOUS ACK OF WALK 1/8 RADIUS (TYPICAL)
0 i0 � i 0 s f p ELEVATION
. ) 's _, J r Fao ( e ° ° n+w x MIN, 1/4" PER FT. tt PASS�GE FLUSH DEPRESS CURB AT WALK JOINT FILLER
- 0 ) r � > 0 0 f._ c � .. R WSW y4 X CURB BACK OF CURB
1 u smx A• a° °, a s
/ - - h TRANSVERSE EXPANSION JOINT
\\\� t -� r` n„` _ , FACE OF CURB �PENDICULAR RAMP NOTES:
\ \ \ \4 1 ��\ \^-6 /``'. \ "`.'^ FTA.9E8£ 0_ .. a• •. 6 DO X J/18't. .w :. .r'f/ r;.;c rY'.-:s�. m B fb 2
`\,% suar�, ,r �,�.... ,� � C � C � WITH CONTINUOUS WALK PE,-RPENDICULAR TO CURB
�/ w Rns, ,�q 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY
�f •�\ \r `b �` . PROPOSED 4" CONCRETE N JOINT q, q GUTTER A 10-FOOT SPACING MAY BE USED WHEN A MACHINE S I
\ r'�\, FILLER
CH NE I USED. JOINT
SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED
COMPACTED ABC - " 1 4" " " X XP. JOINT GENERAL NOTES
a a / SLOPE A 12:1 6,- " " CRACKING.
4 ° EXPANSION SLOPE "B" 1 4" FT oIM O 4'-0" 6 -0 NOTE: 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND
COMPACTED SUBGRADE %- e �- GENERAL NOTES E NSION JOINT / / ENSiONS Ai EDGE F PAYMENT PROVIDE DETECTABLE WARNING CONSTRUCTION SHALL CONFORM TO CITY OF RALEIGH STANDARDS. 2• CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED
SLOPE "C" 1/2"/FT _ O SURFACE; SEE DETAIL 6/LS501 DUAL RAMPS SHALL BE REQUIRED AT LOCATIONS SHOWN ON 'PLAN. BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,
A GROOVE JOINT 1" DEEP WITH 1/$" RADII SHALL BE REQUIRED PLAN DIAGONAL RAMP A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED 2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH.
ON PLANS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' ADJACENT WALK ® 1/4" PER .FOOT 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND
DUAL or BOLLA n jgTH si.t>:vE gran OF W WITH SLEM INTERVALS NOT TO EXCEED 50 AND MATCHING EXPANSION/CONSTRUCTION 3--3/4" BACK OF CURB 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS
JOINT IN ADJACENT CURB. A SEALED 1/2 EXPANSION JOINT WILL BE 3-3/4" 1 4" PER FOOT 12 FACE of CURB ADJACENT WALKWAY. IN ABUTTING SIDEWALK.
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.IL
HD1E5 .:.., r:>t*'=...... 4 GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE
�•'- RAMP 4 CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 PSI IN 28 DAYS
FLUSH CONCRETE BAND
1.) STL MEMBERS MATEO W/ ZNC RICH EPDXY THEN
O ��mER
FNM w/ Po� z) toclpRc t>EVICE PRotnoEo BY
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI, IN 28 DAYS.
i •: •.y:'`. s�'»`.:�:,' AREA.
�-----
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE
3. BROOM FINISH CONCRETE.
a'-o" -----� 2'-0" --� 5. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE
ACCESSIBLE RAMPS.
4. SEE PLAN FOR SIDEWALK WIDTH.
SECTION x-x GUTTER FLOW LINE.
1. 8d3TALL PER MANUFACTURERS IN3TAl1G710N3.
5. EXPANSION JOINT AT 30' MAX. SPACING.
PARALLEL RAMP
WITH CONTINUOUS WALK PARALLEL TO CURB
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED
TO 100% STANDARD PROCTOR DENSITY.
N.T.S. 21
REMOVABLE BOLLARD DETAIL N.T.S. 17
EXPANSION JOINT DETAIL N.T.S. 13
ACCESSIBLE RAMP N.T.S. 5
STANDARD CURB AND GUTTER N.T.S. Cl
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
•eseeeeweeeseesa a e ooeeoeeeeeseeeeee.
VVM.CLARKNEXSEN.COM
RECORD SET
NORTy
C011
.�
_ C-136i = , r No. 1414 z : D
CN NO: 1602
DATE: 29 JULY 2015
REVISIONS
No. Date Description
6 07.01.15 VE REVISIONS
AUGECEIVE
201
;I
BY:
DETAIL SHEET

POURED IN PLACE
CONCRETE MARKER, 3000
PSI, BROOM FINISH
ADJACENT FINISH GRADE
TURF 6" SQ.
STRUCTURAL SOIL PAVING VARIES _
UNITS. SEE CIVIL SEE PLAN
DRAWINGS 4" MULCH THROUGHOUT
PLANTING BED a
ADJACENT PLANTING �
SET ROOT COLLAR
AT SLOPE LINE
EXISTING SLOPE 2"
NOTE:
SHRUB SHALL BEAR SAME RELATIO '
TO FINISHED GRADE AS IT BORE
TO PREVIOUS GRADE EXCEPT IN �.
AREAS OF COMPACETD FILL \\1
SHRUB TO BE PLANTED 4 - 6"y r�\\\�
ABOVE FINISHED GRADE. f\�
THIN BRANCHES AND FOLIAGE I j } 13
r AREA OR PAVING (NOT ALL END TIPS) BY 1/3
r j / RETAINING NORMAL PLANT
�% SHAPE. THINNING NOT /i,"r SLOPES/�
-- %�• REQUIRED ON EVERGREENS
.°ate'!�%
, 4" MULCH THROUGHOUT
PLANTING MIXTURE */ ,rC�/ jjC `% vji.`r//C r �? PLANTING BED
AS SPECIFIED
8 — 10 DEPTH ,/\\ `�,°., �\\\� �„ \�\!�\ �.,/�, A�`� \ �\\\\\ REMOVE BURLAP FROM
TOP 1/3 OF BALL. REMO:::: i '
VE
CONTAINERIZED PLANTS FROM
THEIR CONTAINERS
2
I MOUND TOPSOIL 4"
"
TO FORM SAUCER
_ 1 f l 1 s f __ I ~• KEEP SAUCER LEVEL jai/Y/
4-#4 REBAR (TYP.) PLANTING MIXTURE
EQUALLY SPACED AS SPECIFIED
4-#4 REBAR (TYP.) SCARIFY TO 12" DEPTH ��f t:a i�' /
EQUALLY SPACED \V' � fI,
-,-
`' LEVEL GROUND/f.,X
6"�� CONCRETE FIRE MARKER N.T.S. 12 RUNDCOVER PLANTING DETAIL N.T.S. SHRUB PLANTING DETAIL N.T.S. 4
NOTES
25% BEAKED PANICGRASS, SC ECOTYPE (PANICUM ANCEPS, SC ECOTYPE) SOAK ROOT BALL AND PLANT PIT
19.5% LITTLE BLUESTEM, PIEDMONT NC ECOTYPE (SCHIZACHYRIUM SCOPARIUM, PIEDMONT NC WITH WATER WHEN BACKFILL IS
ECOTYPE) HALF COMPLETE AND IMMEDIATELY
15% VIRGINIA WILDRYE, 'SUTHER'-NC ECOTYPE (ELYMUS VIRGINICUS, 'SUTHER'-NC ECOTYPE) AFTER INSTALLATION.
10% INDIANGRASS, NC ECOTYPE (SORGHASTRUM NUTANS, NC ECOTYPE) SEE ATTACHED LANDSCAPE
SPECIFICATIONS FOR OTHER
3% BLACKEYED SUSAN (RUDBECKIA HIRTA) PLANTING REQUIREMENTS
3% BIGTOP LOVEGRASS, VA ECOTYPE (ERAGROSTIS HIRSUTA, VA ECOTYPE) STAKING REQUIRED FOR
3% PURPLETOP, 'SUTHER'-PIEDMONT NC ECOTYPE (TRIDENS FLAVUS, 'SUTHER'-PIEDMONT NC LEANING TREES OR AS
ECOTYPE) REQUIRED BY SPECIFICATIONS.
6"" SLIP KNOT WITH STOP KNOT
3% APPALACHIAN BEARDTONGUE, SC ECOTYPE (PENSTEMON LAEVIGATUS, SC ECOTYPE) 6" LARGER THAN TREE DIAMETER
2% SENSITIVE PEA, NC ECOTYPE (CHAMAECRISTA NICTITANS, NC ECOTYPE) + + + KEEP MULCH AWAY FROM TRUNK 1' To 2"
2% WILD QUININE, NC ECOTYPE (PARTHENIUM INTEGRIFOLIUM, NC ECOTYPE) (ROOT FLARE SHOULD BE M&ME)
2% MISTFLOWER, VA ECOTYPE (EUPATORIUM COELES11NUM (CONOCLINIUM C.), VA ECOTYPE) Q 2" MAXIMUM LAYER OF MULCH;
3/4" NYLON STRAP-- MULCH OVER ROOTBALL SHALL
2% LANCELEAF COREOPSIS, COASTAL PLAIN NC ECOTYPE (COREOPSIS LANCEOLATA, BE NO DEEPER THAN 1.5" - 2".
COASTAL PLAIN NC ECOTYPE) ROOT CROWN To EXCAVATE PLANTING HOLE
2% PARTRIDGE PEA, FL ECOTYPE (CHAMAECRISTA FASCICULATA CASSIA F.), FL ECOTYPE BE AT FINISH GRADE t1" AT LEAST TWO TIMES THE
( ) DIAMETER OF AND 2"
2% WINTER BENTGRASS, PIEDMONT NC ECOTYPE (AGROSTIS HYEMALIS, PIEDMONT NC + `� D + + 1"x2"x16" WOOD STAKE SHALLOWER THAN THE
ECOTYPE) RIVEN IWITH N WITH" HOLE STRAP ROOTBALL
2% SLENDER BUSHCLOVER, VA ECOTYPE (LESPEDEZA VIRGINICA, VA ECOTYPE) FINISH GRADE 4"MAXIMUMIB RM HIGH
1% GRASSLEAF BLAZING STAR, NC ECOTYPE (LIATRIS GRAMINIFOLIA (L. PILOSA), NC OUTSIDE OF BACKFILL
ECOTYPE) UNDISTURBED
1% SPOTTED BEEBALM, COASTAL PLAIN SC ECOTYPE (MONARDA PUNCTATA, COASTAL PLAIN
SC ECOTYPE)
' D = DIMENSION OF PLANT SPACING SHRUB OR
1% EUSTIS LAKE BEARDTONGUE, SLITHER -NC ECOTYPE (PENSTEMON AUSTRALIS, (
'SUTHER'-NC ECOTYPE) GROUND COVER) AS INDICATED ON PLAN �f.
0.5% GRAY GOLDENROD, VA ECOTYPE (SOLIDAGO NEMORALIS, VA ECOTYPE) REMOVE TOP 1/3 BURLAP,{ _
0.5% ANISE GOLDENROD, GA ECOTYPE (SOLIDAGO ODORA, GA ECOTYPE) TWINE, AND ANY NAILS/PINS, ETC. ° (.- # PLANTING MIX
' (AS SPECIFIED)
0.5% SWAMP (NARROWLEAF) SUNFLOWER, COASTAL PLAIN NC ECOTYPE (HELIANTHUS REMOVE TOP E P OF WIRE $" 6" ROOT BALL 6" 8" BACKFILL;
BASKET WHERE PRESENT DIAMETER THOROUGHLY
ANGUSTIFOLIUS, COASTAL PLAIN NC ECOTYPE)Id e
SATURATE
PLACE ROOT BALL AT A LEVEL WHERE NTH WAS
TOTAL: 100% THE TRUNK FLARE WILL BE 2" ABOVE VARIES TO AID
SURROUNDING FINISHED GRADE AF1ER REMOVAL OF
SETTLING. FIRM SOIL UNDER ROOT BALL AIR.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
H ROSEED MIX N.T.S. 11 PLANTSPACING DETAIL N.T.S. 7 TREE PLANTING DETAIL N.T.S. 3
ASPHALT PAVEMENT
TURF, SEE SPECIFICATIONS
12" CONCRETE EDGE RESTRAINT;
3000 PSI; FLUSH WITH TOP OF PAVER;
BROOM FINISH
SPECIFIED PLANTING MIX
3 1/8" MIN THICKNESS
CONCRETE PAVER WITH
NO. 8 STONE IN OPENINGS
2" NO. 8 STONE
NO. 8 STONE FOR
PERVIOUS PAVER FILL
4" NO. 57 STONE
6" NO. 2 RAILROAD d
BALLAST STONE
3 1 8" MIN.
. C• i ( ....,.� � •� 3 � N .... E I _..._... ry t F � �w .... [I »�.,,..... }j 1 �T f I
i 111
NONWOVEN "
.L _.... 1 1 - 1 _._ S Im,_.. I ,_.._._ 1/4 POLY ROPE OR
_ram_ ?! F✓ GEOTEXIILE FABRIC "
3/4 NYLON STRAP STAYS
RUBBER HOSE
_ I TREE SUPPORT STAKES
,.^.....,� � wf+-.......�w.•+. � � S' /-. i �� .,.�.,.."'^^^.......... I � 9 �i ....,,,�.I m' 1 ; ......�._ I I � ,. } ..._... `I ",..__......... I f , 3 f � i ! �....,a �».....#,...a "
-3 PER TREE, PER SPECIFICATIONS 4 LAYER OF MULCH (NO
I[; MORE THAN 4 TOUCHING
I TOP OF ROOT BALL TO BE
----- 77COMPACTED
" TRUNK)
2 ABOVE FINISH GRADE
SUBGRADE, SLOPE 4" HIGH WATER BERM
TO UNDERDRAIN SCARIFY SUBGRADE TO 8" DEPTH FINISH GRADE -4
�� COMPACT FILL TO BE BENCHED IN
REMOVE TOP 1/3 OF
BURLAP, AND ANY NAILS/PINS, ETC. r
CONTRACTOR TO CONFIRM CROSS SECTION WITH GEOTECH PRIOR TO CONSTRUCTION. UNDISTURBED EXISTING SUBGRADE
1 ��,, r� 2
ONSITE GEOTECHNICAL SUBGRADE INSPECTION SHALL BE BASED ON SEASONAL HIGH REMOVE TOP 2/3 OF WIRE r`/ MAX SLOPE
WATER TABLE ELEVATIONS. BASKET WHERE PRESENT
UNDISTURBED SOIL LINE (IF SOIL /rr\�^/ „ I\/ PLANTING MIX
®U VEHICULAR „_ a HAS BEEN PREVIOUSLY DISTURBED
PER SPECIFICATIONS
PERVIOUS H LAR PAVERS N.T.S. 14 TURF PLANTING DETAIL SCALE: 1=1/4 10 FIRM SOIL UNDER ROOT BALL)
WIDTH PER PLAN 9 ; ��/ \.: ....• .:. �� % ..: f' ti//�/°�
PLANTED TURF PER STRUCTURAL SOIL,• COMPACT NOTES:
IN PLACE BY VIBRATORY
LANDSCAPE PLAN 1. THE STRUCTURAL SOIL MIX SHALL BE A SPECIAL �' -'�. , =� •
PLATE OR STEEL ROLLER TO PRE -MIXED BLEND OF 75% �s" GRADED EXPANDED SLATE �\ \ /
USGA ROOT 95% MODIFIED PROCTOR AGGREGATE AND 25% APPROVED SAND -COMPOST BLEND \/:\//\
ZONE SAND MIX DENSITY COMPACTED TO A MINIMUM DEPTH OF EIGHT INCHES: \ ���j�r �`/ \j�%\�%r��/r�/��/
DRIVE STAKE TO 18" \ rf\/�,!�
wf a �_ a � E � 'm "-, " BELOW BOTTOM OF TREE S \ ,� A • \ V
in SEE A & Bs EXPANDED SLATE 75%
BELOW FOR USGA ROOT ZONE MIX 20% TYP. PITEDGE _��
CERTIFIED COMPOST 5% TYP.
°° ~=� CONDITION
„ 2. MECHANICALLY MIX THE SAND AND COMPOST THOROUGHLY
3. SATURATE THE 946" EXPANDED SLATE AGGREGATE WITH
WATER AND MECHANICALLY MIX 3:1 WITH THE DRY
I ICI ; .. I I SAND -COMPOST UNTIL THE SLATE PARTICLES ARE ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND FLOWERING TREES")
COMPLETELY COATED
4. WHEN STOCKPILING THE FINISHED MIX, COVER THE PILE
WITH A PLASTIC TARP TO PREVENT DRYING OUT OR SOIL FOR HEIGHT MAX. MIN. ROOT MIN. ROOT BALL
SEPARATION FROM RAIN EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIA. DEPTH
5. INSTALL THE MIX WITHIN 48 HOURS AFTER MIXING 2" 12'-14' 16' 24" 16"
6. NO VEHICLES OR HEAVY EQUIPMENT SHALL BE ALLOWED 3" 14'-16' 18' 32" 21"
COMPACTED SUBGRADE; ON THE ROOT ZONE LAYER COURSE UNTIL THE TURF IS
TOP 10" COMPACTED TO COMPLETELY ESTABLISHED.
95% MODIFIED PROCTOR NOTES
DENSITY USGS ROOT ZONE SAND MIX TREE PLANTING INSTRUCTIONS: PLACE ROOT BALL AT A LEVEL WHERE THE TRUNK 1. RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS
SIEVE SIZE % RETAINED FLARE WILL BE 2" ABOVE SURROUNDING FINISHED GRADE AFTER SETTLING. USED (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED).
MAINTAIN THE TREE IN A STRAIGHT AND PLUMB POSITION WHILE BACKFILLING TO
HEAW DUTY HEAVY DUTY 2mm <3% 2. REMOVE WIRE OR NYLON TWINE FROM BALL.
PAVER 1-2mm 10% MAX NO MORE THAN 1 2 THE DEPTH OF THE ROOT BALL. SATURATE THE PLANTING
CONCRETE 0.5-1mm 45% MAX � 3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE (ADJACENT UPHILL
0.5-1m mm 35% MAX HOLE WITH WATER AFTER BACKFILL IS 1/2 COMPLETE TO AID REMOVAL OF AIR GRADE).
$fy:f�y �,: 0.15-0.25mm 15% MAX FROM THE BACKFILL. AFTER INITIAL BACKFILL, WATERING AND THE TREE IS PLUMB, 4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
0.05-0.15mm 5%-10% COMPLETE BACKFILL, SATURATE PLANTING HOLE AND ADJUST ROOT BALL (IF INSTALLATION.
NECESSARY) TO MAKE TREE STRAIGHT AND PLUMB, THEN REMOVE THE SYNTHETIC 5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF
STRAP, ANY CARDBOARD PACKAGING, THE TOP PORTION OF THE WIRE BASKET TREE.
DOWN TO AND INCLUDING THE FIRST HORIZONTAL RING AND THE BURLAP FROM 6. PLACE TWO(2) WOOD STAKES PARALLEL TO ADJACENT PAVEMENT.
" _ THE TOP PORTION OF THE ROOT BALL. 7. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS.
9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND MULTI -STEM
A. HEAVY DUTY CONCRETE EDGE B. HEAVY DUTY PAVER EDGE TREES,
10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING
FIRE APPARATUS ACCESS DRIVE N.T.S. 13 TREE PLANTING ON SLOPE N.T.S. Ll
333 FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
• e• w e e w• e s ee•�w •• ••sew • o w••• e e e e e.
VVM.CLARKNEXSEN.COM
RECORD SET
0`i11111111111j�
..r ,e�iO� �iV� f N C�Q�I�00 i
1/1�1 & ems` ' D$ ••. "!"'i
S S e G'
W SEAL= t/) • w No. 1414 nit s
J G-1381 : Vn
'v Cr103 � • �
LL
I^
0
vi
d®
w
Cr%
lt
.� W N
V
Z
W O Q
U
z �°-
II :D
`2 (nmo
V
O:®z
U 0-®z a
CD
W 0 0"'
z 00 00
RY®
Q 0 0c) 00
U Zd' (nz
"
:1

I I TREE
I
i DESCRIPTION !
i I
2584
-
! ­­:::�
1 MACA10LA TREE
L____2585
I CRAPE ,11WRTLE I
2586
_1
� 12" MAPLE CLUSTER (3) I
1
2598
1 10" GUM CLUSTER (2) ---I I
1 2599
OAK .
----'---'
It �" Ch'ERRY TREE
.
2601
----------I
T- " ,5 ". OAK I
-
I_____2fQ-:,___..___L1_.___6 " GUM --.----- �
"
� 260,1
%��..__
' 4 OAK I
__
� 2604
�­��_�.,_'T'ERRY TREI'-_ '---'--'
I
r___ -____.__­_._.__I_____.__11
1 2605
- - ­­f�� _________1'1-
s �
1 2 " ��WQ� ET .
. '_ ------------
i 2606
"
­­�­-; -.-w­-------------------___i ,
L , ,5A i
. -
� ­, --�---r,--,;5ii�f.-----------------------i
! 2607 "
t --I- i 4 -.I------ _____1.
�
i 2608
1 72 " PINE
I 2609
�__
,____,___i
_`___T��U'w t
I
. ! 26,10
- ---., I
1 4" CNERRY ff�F_T__ ;.
;
I______________t___7",6r"
26,11
& 41" OAK CLUSEC
1 ----t,-- :
2612 1 4 " 001 D TREE _­­____._ I
2613
� --I
i 8 " GUM
2614
­_­ '
I,__,______­­__,_i
1 14 " PINC I
.._1­.__1_11.__­ -------- -4
l ; 26t5
� 4 " OAK I
i
;�_____
_ , ---,-------!
14-" PIM7 I
:
i 2617
; --'---- ­__11
' 5 " ��ff .
i._______r_
I 1____,LFL�_�___
_­____,_____1
j 10 " PINE
-1--j-T-OAK _______i
261-9
2621
I 4 - TREE
I
1 It
2622
� 4 " TREE _____i
1
2623
I 7" OAK _______________�i
,
-
2624 72" i INE' __..._1­­_. 1
I
­­-.�F2��­_­ ­­� -­��_­;j5w�.-� --- ____ i
2626 1 12 " CUM
2627
1 4 " CHERRY TREE
i
2628
12 " PINE
-
11
__�
2629
-
14 " PINE
-7
2864
__j
1 8 " PINE
�
2855
1 1 " PINE
2866
13 " PINE
2867
___
47 �WE
i
2868
12 " PINE
i
1?869
-.-�.1.1-�-....'�711.11,�.111.�T.�,-�.��.-I�
.- ,
'. ,
,
, � �
11 I 1111111-:­
2871
-
i 11�" PINF
-;--;�� -�_-;* ­ ­_­,_,__ -"", ­­__­_,
I � ; �­�,'!"` I
I - I
"
'' - ' ' "'' ' '' ' "''' -
; 4 " OAK
-
'
2872
-..---
4 " CHERRY TREE
2873
-
4 " CHERRY TREE
2874
-
4 " CHERRY TREE
2875
-
4 " OAK
2876
-
4 " CHERRY TREE
2877
4 " CHERRY TREE
2878
1 J " PINE
-
2879
4 " OAK
2880
12" PINE
2681
15 " PINE
�
2882
12 " PINE
288J
____
"
12'r PINE
i
2884
-
12" PINE
I
2956
___
12 "71NE
I
TREE
OESCRIPTION
i
2957
12" PINE
I
1
2958
-
12 " PINE
i
2959
1 J " PINE
2960
1 J " PINE
2967
8 " OAK
2962
---147'-PINE
3ji 7
4 " PLANTED TREE
33,32
___ -
3-r-PLANTED TREE
j3jj
-
10" HICKORY
-
33,34
4 " CEDAR
-
,33J5
_ __
��_WILLOW
3,356
__�7­PLANTED TREE
i
1
7
33,37 __
- _'__T -
6 "' ��EDXI? . �
___
4 " � L �AN �7E IRE7__�
:_
�Q
___,3.,3J'8__
JJJ9
_
I 2 " CRAPE MYRTLE
_­�
-
T34o
C
I 2,7--cRAPE I,,f YI? TL I","-
- --." �
7
J,34 7
2 " r,'RAPE JW)'r?7LE
3J42
I : 3 " IVAGWOLIA
__
,334.3
-1- I " HOLL Y
1
1 �
.3J44
__-,
I " HOL 11 Y
J,345
__ !
! I " HOLL Y
___�
3,346 __J_
___­___.____�
J " MA -,NOL 1A --A
___��_
"
3347 ___ 1 __ . CRAPE !V YRTL E
7748 � 4 " PLANTED TREE
----_---- �,., .___._4 -
I
3538 ; 4 " PLANTED 7,RFE
i
; q 1
i
-3699
_.___--_j��__­­_;7___._7
1 7" C EDA R _­___­�
OAK _,___.__.___._._____
__­�
� : :
3701 _._ l: 8 " CEDAR _ _.,
--f
3702
8" CEDAR
13703
_.-
1 10" CEDAR
.---I.---
4-304
-----.--.
! 12 " PINE'
_­ .' ______.________._.
� 72" PINE
4305 �
.-7-1.4
"
4,306
I 12 PINE
4,307 --'-
1---7j �P/',!E ----'--
-
4,308
__ -
! 1 13 " PINE
­.-I.-
,Fjd-_� ----
1-1-1 ­.­__.__.
1 12 " PINE
__
_737 " PINE _­_.._­_.._
4 _3 , I
I ; 14 " PINE
.­._._
__________
12 " PINE
--4-zl.12
4JIJ
-.----.. L.
__________
j " pi,N'E-
_____� __._______
4J14
t
1 13 " PINE
43 1 "-5
-­-
I 12 " PINE
__ .-
4,516
1 ____
I 17" PINE
4,317
-
1
'2 " ,�WAPLE
4,318
_�_
12 " PINE
4,319
1 12 " PINE
4,320
1 14 " PINE
._
4,321
�
1 73" PINE
4,322
; -.---
I 15 " PIN
____._4j2,?
___
1 15- PINE
4.3T4
� 12 " PINE
__L_
4_32�
- ��___L__L,
___._____._
� O"
- ,0AK _. __
4J26
1 19 " PINE
4505 ---I
______
___ 1��­P/NLI* _____
" -
4 506
, I 12 " PINE
__ _____7
4507
j 72" PINE ____.____.___..
45018 -
-------
l 12 " PINE ___ __
_�
____4509
12 " P I N E I _.1.­­1­­___
­_______­____­_­___ -
SU'RVEY LEGEIVD:
0
IPF IRON PIPE FOUND
.t,
V
RIGHT OF WAY AVON, UMENT
(S)
D,O�T RIGHT OF WAY DISK
­__
BOUNDARY LUNE - NOT SURVEYED
-- - - --
RIGHT OF WAY LINE
---- - - ---CENTER
L INE
------------
WEILAND LINE
-------------
EASEMENT LINE
_ X -
SIL T FENCE
-)'�'
AREA LIGHT WITH 2' CONC BASE
4
POWER PO"f-
�--
POWER POLE' GUY WIRE
4:;�
FIRE HYDRANT
IS
WA TER VA L VE
19.
WATER METER
4
IRRIGATION VALVE
9
TEI EPHONE PEDESTAL
0
GAS VALVE
III
STREET SIGN
e
STORM DRAIN MANHOLE
IM
CATCH BASIN
0 I-Nlp- TREE
Ar
XX + XX SPOT ELEVATION
"I 1� I BEGIN SILT I I
"
11 1� 1� FENCE 2fi&P = = ; 1z I
/1111111111111111111111111 i 1111111111111111111111 1111111111111111111 � 1111111111111111 LOD 11111111111111111 1111111111111111 Z��Mcifi EM-M Niiiiiiiiiiii pw Iiiiiiiiiiiiiiii t =I 111111111 0 N
29+27 1 28+ 1 __12 - - a-._- - - - - - E3 ______P_===9__2 "Tt__f=77_ - - � . - - - - - _7� C3 1­0 - - l- I_- 0 n
;;9;=--=- Pil &I - - --=-7-67 I -----. - - _� � ___ - !:e te i i &.j + t1 -
__ __�7 1 1277
�_ 284- 47 284-46 2P - -'I 62 f ­2g��, , -
-7 - � --? 28 + 97 11 29+ 48 1 28mIi- 40 .1
-- 9 , 28 � _55 28-4 38 , 29+ 65 - .,-.. - _ _ _ - � --- / 11 ,­ -_ -, \1 EX V 24 " i z; I ill $� M ,
- -29� - - - - - "I _ - . � I 5
"
-- ----� 'T / /1, F`77�. / \ 1/Vl/ 24 " GRA IEL RCP __ I I I \ -
� �, �, I I _,Q� -V�
I / / - " 1_� / 71 \_� Rcp 1 DITCH IIqV. i � I I i ! I \ C�) 0, ,,,
I I / -_ - _ � _e I - �_ ; DRI VE � �� 26 4-; . . .. . .. .
v '0 T ( I -1 "Ill I l ; ,rA- - - - - - - - - - - -1-­ �_ 4­t­,5-��,H -V*4- ELE-6,�_�_�__
. I I �
x
,
:�
�
,
*�
0 , \n
:�, ,
__ 'p \
-1 , !�,
" , � I M IMEM
I -
1 �4 1 - -- I_ -14, _-_c - - � I" - 333 FAYETTEVILLE STREET
I , - "I
�
-
I , �_ 0 , � - '4- f -
__�H I - -- NO --- I DITCH INV. . . - . . ___ - � I )'_'J� --o- , , I . I -) S ! - i �
. - - *'- * - .-L- ,,­_­-- --�-4- 0 -­­­­­ -----, 1) �3,,,.�__2__WCR LINE,
. - : - ­ ____ ---=2�L==� 0 tl E_ -, , - - _. I
- ­.- ------- 0H. - __ .. - - __ - .- - _=��.Iic "\!-i, __+ -----I-- �
_ -__ - 3 -- --I- -_ '_­ l� I l-_�­ �_ I I— ­ ­ - -_ - �
- .-I' 0 r I ..___._0HF­__-__ ___._CjH­--__. -----­1,)HE------ .-- __.�__ --- - -_ -- i1q�7n=*7-7-.. ` I - - -- - C I -------x-=-. . y Ro ___�
:::: __ - -a ,-,--*--,-- ___ __ ___-7_-_- - -- - --- - -, ­'. -- --- _114�­=- __ =-.-,:_-,.,_,.. aff==�*:. --'=' __ _ _ _ _ __ __ - __ _... __­ - _ _. __ _ __ _ ­ I— --- __� -­ __ __ __1 ­ ­ - __ __ � _ __ - ­ ­ ­' - ---I?&- __ ___ __ _ __ __.__ - , 1 . __ ­ - - 51[)EWR�--
__ - . ­_­­ _ - - =M6 -., -= -_ _- = , 7=_* '7' --, - -­ -�,.:- _��____ ­1 i 1 -­ 1­ I
��L"?� 3HO ____ ---­­_'4j' -.-.----. ._­­____.. ­!�� �>*,- � , �� _ ,t�,=-- 0
- --
',Z= -, .�-_,--- ­3HD ____ ___ �_ - __ - - i __L_�:_ 71, - - _- --;� -==a- - - - - �, 1) - SUITE 1000
. --- --. -7 .�­ -="'=I = = � N \ -
-- ------ .- -- ­­:��_­ ­ ­-- - _ -, _ .._=-26_- -- --- .- -- - - _1:;!:1­, ­ i I ___
74 ____a �_____ I
.- - I _.., - __ . - _� .­ � _ � "
_ __ - - _ - _ __ - - _. =� ____ - __� __:� - ,----:,*,,- ­­­ __ - __ -, -.,. - -- ; I - - -
, *�:� . E __ - - �,=7--==_ ___ ­ _­­ _­ ­.. __ _ - _ �_ .- - __ - � I �­:._ _ - - -��. ­=�-
=- _:� _z.:�:_z7_--z 7z_::-_.�-- -- - --- __ -, - ­==-_ - ' � '­=�==-- _- t�-_==_-'=7-_.,-'_:- - = - __ _:E�­� /�_ ­_!�8= ��­-_.:_ __ __ ____ � -,----- __ _,__________ _ -, _ __ - , - __ � _­ Ilk I
- __=:7 --- L------ - _ ____
� - - -, _ __ _. - __ _ __ __ _... __ __ __ _.. - _ I - __ - __ -1 0 __ __ _ - ,_ __ _ __ __ __ _ _ ,-- __ _ __ - - -,--,, ----,- --,--,------,- _­­____ __ - ­ ­_____ _­_ ___ _,­ �_____ __­_ - - - - -1- __,
--__ze___ ___ - - __ - , _ --2-7 __ ­ ___ 7" -"--. . - - __ _7 - _ I I . --- ____­___3rr1 ------- -----.--- * =, �q; M ­ __ - - E�-
. ,.L� -.-- __ 'IFY) 7�� ,r= I., '9 �z�_:-��, \ �/
__ _ - - _ __ _ --.-- 7­ 9 � -
_= 4 __
_� -:= ...... _� _. ____ _., __ __ _ ___, ____ ----.-. �___�,__ __ __ 1­ __­­ .. ..... __ - - ­ __ -.- _... __ __ ­1 ___ _­­ _k7-­ ___ -.::_77__ _­- -- -- - ..".
- 1- - -, _ _ - _ _ _ I - __ - ­ -- _. -7_�__8� ,= ­ -- ----- - ---- -- ­- -- -- ­ ­ ­, ­ 4 _", - I =, - I - , 1
_. - _ -.-"-., __ _ _446-- - I- I _ _. al T - _- � = \ RALEIGH, NC 27601
___ - _ - 4� 11
- - . , �, !i��_._ .- - - - I ."
----- - , __ __ __ __ __ __ - __ __ ___ � __1 � 1. " , A-1 ­_ -, ­: -27�­' ­ -- �=­ � - __ __ - 4:E 1, - .__ ­ - ­ ­ 11.!= .-L � ­ =
- , -, __ -:,.- - _ - . _ . - _�' , _..�!,
�, 1:� _�_:-_--- ---- -- -- .- ---- --- -, - := 4;f - _ - _ _ -
, ,-�-----�---.-�.,�--.-----,.--.. --.---�---��-�,--,---�--l.--�k&-----."-",-.----. - - ­ - _- __ __ - - __ _ _ _f77,___­ _­ __ _\_ �_ -, ­ ­ "' - --''-,** _­_ __ - -11117--. __ --- ___ __ ­_ __ __ ­_ -_ , - ____ - - = - -- =_�,­ " , _�_�_.__ " .-�-��--li�-�--j-�"-���-=�=�=-�-=t�-� , �j \ /0,
.­ ­', __ ­­ ­ ­ __1 ­ ­­ 11-1.­_ __ __ _ __ .... ... _ ___ .. - -fi4&----- __ __ __ __
_- - , " ­ ­­ _­_ __ _. __ ­ __ ­­ -- ---- ­. ­ k :::, __ - 2�1 - _____,__________ 61 / I \\
__ _ � ,
_ __ - - _ - _. __ - __ _ __ __ _ . ...... . __ __ _ __ __ _ _ ( , 7��E= E . __ - __ - .... - - _� ,-. - _ _E­ - __ __�­,�_' -­3��-Z.19-1--- , - , 9 , -,- -!­_� =. - * \ ,�,
-, ,.�e ­ -- -­l� -- ..- - -- -- -- -- -- --- -- --- - - --- ---- -- - -- --- ­ -- -, _ Z=.­ 4t=� " 1. - _ _ _ _ _
,
____1____4 - __ - --- ­7 _- - - . . ­ _ t , - ---;,& __4­--------:�--__- __ __ _ _ _ _ - - __ __ --,-- __ _ __ __.. _ _. _ _ - - ___ -,- __� -,,__ __ _ _-V "' -**" ­_ ­­ -- -, -­ ­ ­­­­ ­ --,-- --'"-*-,,- - �� , --: - -3 7 1_�i ­ -- - , 919-828-1876 FAX [phone]
­.- -.,-- _ 2�9­ --- ­­_
i . ­ -1. - 4__ � I " , 1 =2:-:-=
1. .. __
- -_ - __:____. ____, " . _��.�,__ , " - ­_­ - - - - -_ ___1 --- -­ 21� --- ­_ -_ - I 1-1 .: :=__ - - _____ - -_ - �,;-3-t--+ --�:�" . :L WVWV.CLARKNEXSEN.COM
I . --- __ - =,r­­-�:._ *1 __ .--- T-- ' " _-_� ­7__--,-S� 4--­z- T----. ­­=�, ­­:F _­ -t�_-_ ___ �:.____,�,r"* ­_­ ,::-I- -_:_-:_ -�_= ,r--j!!q:- =--7-T -- - ­ __ =.--. ___.,�_. ­1 -,-,-, -, -1 -1-1 -_ a L�..
­­1 T ­­ ­ 7 ­.- __ `7 I , - -­ � --- - -1 i -­ ­_ I _ - ._____ T I --- ­ ; -- - ! .__�__ I -.-, ­­ I __­ __ T -- -­ L - -­__3T­-_ - L�__ - T -,--- ­­-- I -- -­ T ____ 7 --- �-.;! i�:. , �.­
,
-­ - - ­ -.1 ­_ _­ _____ __ - - __ 2-g _ - - __ __ -, �� - �_-=7� -7, '_---1-:7-'_-=_-.-�-, -:__*_'--'-.":-=-7 -.- - ­- ­ ­ -7''-_­ ­ ­ - - _ .- - [
_. __ T __ - - ­ -- T -- __ j, --.-, , , , � ��z ­ - � ____ __;F ,-.:f:7 � ___ 1. L, _j� __.. � -��- � - I Iii \
, - ­ ­. - �.� - __ _ __ _ _ _ __ __ .-..- ., - _T �­_­-T � ____:�._
* ­4", ­ __ ___ ­ -29-- __ __ - __ _.- __ _ __ ----,. _ _ _ - .- _1iF3_ - -1 -, �_,f­­­_ - _-�', ­� -='-77--.._�7*__ 7��--- --- ­ -- ----- :­.�_�--­­,-­- .--- - _z3-p - --- -_ -_.1 --- -_ _ __ __ lz�_,_ ��,�__ _L _=__�=_ � - i � 0 ,I, \
­ ­ - ___ ___�P9. ..-. ___ . __ -1- ____ _­ ­ -,-,-- _­ __ ­ -, _­_ - ,f � i �
­ 1_9 __ __ ­ 13a ­, ,
� _��_ ��---.Z�z_.__�--,�---..-----..---�.�------ . - t" �,-�� _�­__­==_�=­,.:_=� ­ �.._____.._._1___ -...--.-�-----.--------------.-. ,---.:: _f____ ____ ___ - ­­­ _________-_­___ ____Q__ � �
________1____­ ­ ----.�-..-----..---,-,�l--.---��l-----�-,------.---�--,-.-.----�-.-----.-----..---.-,- - _-..--_---...- . em
__ ----------- ­.- = --- �_�_===11=====.- - - 1__.1.___._._­_­ T______1__:)T..__T., -I- ______ -=±::±- --,---.--- _­1­ ____ . _____, ________­. I - ,
ll� I __ _=��;:=­;=�-;:�;! ­­
- ______­____,__­____,___ = - # . -_­­___,_____i_ , ,
1�7­ 11, �l i "; � ! 11 �mli������,���'lilill���i�ii�,��ll�iiiiiiii������� M
__,_,___­_, ­­­ BUR. ---[?-0,4-1- 5, . . 7`50, __ 1i I .
- . . 3.3 - I I i�.-' \ .
- -
TO -B], UF, CLAY RD I .- _. ­ - - __ _ __ __ __­;'� ,��,�- - I ,__V_T) ---------- ------- I , � f 6 � � - I
_ - � i ; Ii ! ! 1- -- - - -_+_�
­:,'�]-----­�------ I 0 __ _ -�__ 1 ; i �
� ­ ______ .-, - -\--------- - _­________­ __ _____ - ------- __ ------- - __­___ ­ -------- __ ---------. __ --------I- __ -----.-. __ _C)____ - - 1 -1 L___ ­l__ __L__4`_ - I i _z;;�:;;;�-.,.-__-'_. ,.z:: -- �
-, _`_­­­__,___.. _ _�_ - __ __ __.____ __ - ------ __ __ ____,_____ -, __________ ,-,. ___ _ _____ __ -------- _ __._.__.___, __ ___-, _ ______ .--- ________.____. .__ � - -------- -- ___ - _______ _ ___ - ----,--- 1- -- j-----�------ ---.- ___ ­4
_j ­ -­ __ __ - ", l i _.S_____z _ � ... _ _ _ -, _.- __ .- . � ! ; . I ____, _-_� EDEN. OR
/M_/ __ //Ivt/ - I it
�"� ,�,,�,. " " --- .- -_ -­­ ­. _ - - 1 1 //V� 24 ", I
". -��, -,�. - __ , I - -, 49-__ - I ' ' : � t I I i ,; �N,��
� /__ I ­ _ I . I I = , - - INV 24 " ; 0 j .4 � �� �� � RECORD SET
.� p �,� _ � ? ,,(-P I - --. .. " __ 'R i'D .--,I ! -
0 - REMOVE 24" RCP - I - i . `f � I i ,
__ - 1__._4_________-_.____. -_ . .­­.__1_
11 *t , - �� _z_ - ___ -.-- -, __ - - - - ___ _,_ _ __ _. __ - - - - __ - _ ___ _. - - __ .._1____­__..__-__12�_-NT- __ __ __ - � i I --- i -..---.---.------ - ­___ C,
265 2 I 2 6 2 6 , ��. -/:,v -.-.----I-- �= - " �_��3 !��, �' / -- -_ -----:---:Z---------------------.---------.---------.---.----.-----.--.-.-------.-�-,--.--.---.- - -
_��
­ - -l- - -------..,.�--,------------.�,-� _____ ____ _________________________ -------- -�,-------Z��-------3�g'-�------.------� \
y - _ - -A-T+,. ___p61&T��________ " �._
� 1� - - ____ 77-7= . _____ - -, - ____ -a, I " __ , � 2---;,L, I- _� ,;_____r �
__ -, ___ "I ,--T- -1 -,*-,-,* �, _. - 1� iA� - - , � - � __ - F I � L
_:!,­?,,,,,-:�-___, = /- - ---;30--. --- -_ - ­ - I
Ir '==, r-__-. - r­ ,4'1,._;� __­­!'�­� --T--;p - ____ t ­1_1 ___­1 " I-- ­ I ---' -­ ! --- -- T ­- ­­­ T - -­ - ; ­ ­__­­;1�n--T� __ __ _ ___ __,=­r-__*=, ---,--.. T­ -­ __ - , -
__ - - - 1. - _:L--f9�- - -�­ _=._=� -== ........ ��,�, �_­r _. _ T ___ - I __ _ � ­­1 ­ " _ __ ,30�=_� ­ ­ �=� 1,=;� = ­ 14n ­. __ __ ­ --,-"-:--�:=.-=r--.-IL.�,F,--=-�=-"---- _______44_ 'i � '1/ i__'_4l____ --- --- -_ ­ -_ _�� 7_ -t .
. __1 � I 1­11 . I _­ -, T ­ 7 -- T ­-, - -1 -_ ­_­ 1 - ­ _A � =_� �. � - *
_­_T­!- ._ � _ I __ ­­1 I �� _� - - -
_ � . / I '. _7 . . -, -- -.-- 1 ;
. . g - ! -.-.-- - ­ -, . I . =,._=_. - ! --- , , - - \
__ 1*1:1 � :_� = -_ - - - __,_ �­ �-�2�--�.----�z�-��---.-,..�---- -- -;�t.q, - -.-- --- ­ -
I 11 -_ - _ _. �_:_, __ � __ .- - - ,­ -g --�-- �, 40
-- I ­­ 1­1 ­ ­ -_ -1 _­ _ -_ __ � - 1---__-,�---z::_-::_:xt-= � -:�;��
- �, I __ Ij - - - ­ _- - - - - - ___2.9"_ - - ___ - _­_** ­7 ""''" - __ - -Tt"= �,�--­ =- - - - - -!1_=_*_;5f�_ __ - Z._:�_ --.�-.�,.�.�r..-.�-,�-,----��----:�--------.-.,-- ­1 ---I tv#=� 't
../.- . - - - ­ I , _ -1C��"�=_=-_::-,_::7-:_=
� � ;? , _­ ­_ - - - - _�_ -- --, Al� __�__
/ - - � ­_, - 25� , , _4,j � - _1,491 .
I—
- - , - - _ - - =,? - -
_�� __= - _1 � _L= _­� '
_z 1��Z. It I �­ - __ - _27- __ __ - -, , = =­­­__ == =l
__ -.--- __ - �. _- ­ ­ - - � ---i - - . __ ___ - ­ - ­­ -- -:�- ­ - I - _ 7- 7= �� =, =� _ I �,/) F
-, ' ­ -,- _�_�__ _. _ __ __ - .. 'T1_ `� ' 1 � 1 1,
" '/ ' - - - ___ � _�:�_.,_:�t --I-- __ __ __ , _/
11 ��61_`-,' -- --- -- --k:�_-- --.-4-5 __�,__,,�-�---�-r:K,,�� ­­­ - ­­­ -7 ­ 11-4.- -- - ---- --- ----20�� --- -- - - ­ -,�­, , .wlilj
: '. ,__:�­­- - ­_ -, -z�z , / __ _ � _�_ _ :p - - � ."t.. - 21- - -, _ ..r7 - _­­
Iz/ I �/:� -�",-b - ­ - ­97- __ -7'.,:-: _- i &_ - ,_ +1 - -, _;_ - _ -r-4- _ t ,�, ;2) 1= �:
i _ __ .� _. ­ ­ .- - ­ - , ­ __ ___ - �__� _ � -, , , - ; , "'. , 'a
: 1 28 ----*,-----'--?-/-- - ­ - =
! -1 - - _�� I � __ .-.:. _� _7 - ­­ �_ ___'�' ­-.1". -.7Z., _,'"""', ­ , ­_ ­ -, ,�� -
__: .�=_=,.. _::', =1l...__._­­._ ..- ­ ­­­_ ­ _ I_ _____ _- .- _ ,.. _­­ ­.. - !�� _:�__ - _,�� -7��=. zz:,� .- -
_ __ ,15 -.-''- � � - ____ - ... -��---��­ - - _ _ -_ _� -
�:::in , ___ ­ - ___ - __ _­ _ _ .-''-- __ I ___ ­�yll____ .28 - _
- - ­ . -: -*: �= . . . . . . � . ___.. _. - .--------.- . _._._____. -.-. - ________ " - -_ - ,::� ::=7 �-=--:-- "' , - -_ __ _=,= � - �L'2F ,70'? I I I * - \ - I K
_�", \:� ._-:-:V75,� LOD - I - -_ _- _z. . _ . - I -K. _�Z. -- \ �
- �2r -, _ ., W � _ _ " _: :l�_: /=TL.. _ ­�­;--/__ I , -- - -, ­ � - - ­ _. -----------,2�-- ­­ ... I F �, I\-
,_?.Z��,_� �F7 - ­
11
.- - = - 9� '� 6 1 _.,; --2_____!�:�
__ -
-
- -
__
- I
�__=�­ --�- _ ___ _. -, _ _ __ _ _ _ __ - - -
- _", _­­ -, ,_­ _­_ _­ ­_ - - __ , _ - I- ­_ 7 ­_-z- � - _
-
x< " - ­-k=­;T ---I--- = -.,-,- .=� ,____-_ -­ - �� ./: - -- _ _ _ :v _=­ - ,--,----
!� ­11-- - - ,,, _CT__._­1_- _ - . � - zz_,_� � �� .. , :_!k,�_,� I
. . . . . . ­ �,� _­_ -, -, ­ . - - - __ _,�*;_ ­ , __ f---? ,��-_-­- -�- _- =_4fji_ - __ _ _ - ,: f- : tE�: _._�T_'- _=� _� , B_ I
- �_ �_::_._, it -1 ­ - - -, __ -,- ­ _ l I I .
_ . - ­_ ­1 _ _ . ­ -` 2-C-j-i:e5 a_ _�___
I ­: I T- -­ - - �_�`!! , __ - - ­26- ­ __ _. - � ._ ____ _z_/1 - ____ -I,-- - , `­ _ �_. --;" __ _--��:-= .= -Z7-_�77 __ ­_,____ :� : . :��L-
_j �� - " 1__z1/__ -_ - --- - 11-1 - -_ --- ­ -- -_ - --- - -, _,�­
I , - ,z), ­ - _r_ - ___ - __ ___ _4W ___ __ ___ _. - __ _ __ __ __ - _ .­­ - - - - -, -.,...--,- - ,..-. - __ _ - - - __ ,-- ?;t I ,
,��_
-_ �N . T_ - _ -_ _ -, ­ ­ - ,--. -_ _� _. _ -1 -_ --..- ­ -1 ­ �_�
I I ,q � 21 . _ - - - - _ _ _�2c _ - - _�_ 2 -_ -
I - I ; . � __; 11 L/ . ­ - ­ _- -__ ­ p6_1 ___ __ __ __ -__ __ __ __ -!%: - ­ ­2,��- T- - - - - - ­- -- -- �?B­ - - I6 , _ -, _7Y 1 1, I -s - VICINITY MAP N.T.S.
. l�'-j mr, IS - F1 -5 - .9 y-_--_- __
e , " " �t \ I/ "I ! � �__ - - ­ , i 2 _4
-11 \ . . - . . - - - - � 1 7
DU I - _ - - 4 ._3 1 � I I JI.Ml I ! _-_11 ! .
-
� - / I KE ENERGY PROGRESS 11 - - ---!!� _.. !r1___ _. - - - - - - - - I I I ij - . _:-� i \d�
, C) I � _ -1, �� / I G, I I -_-1 ., 7 i
- r I � 0, - � -- -- -\ C-) \ �� ­ - _ __ . � -,� Ec_j 9pi ;"� �� K! i . '277 i \ ;
" I
� . - L lel TO REMOVE / RELOCATE ._ / IAIV�24 - ' _ - -, - �, ill ,� N42 -4� /�j - , 1 ,I -, - I �._ z
. 8 , �t -09- \ \ 1� -I' �'!i p - . I - 11 '.xq+12 i
,
I r 1� . � Z�51 / 2874 2875 2877 2879 �-298 / / ,I DI rCH INV. I DITCH INV t .
. . I - / 11 - , A 1i ' � 1 ..,
1,;�BF'_9 /1") __\ C_2_(��,4,j -, i� I EXIST. SERVIICE LINES (TYP.) = A. 3o,'r , 4 - `� , 2-, 1 - �Jj i 24'i _� - � 27+ 77 - ;
I � I , - INV 24 " C&I ' ' � - !� o SURVEY DISCLAIMER
16 i .1 " - t: -­ - - . --------------- p '�k_ _1/ \\ 7 �, 117 ) hll�', \1 1! I ( � 1_\ - � I
� 625 1 kl�;. I � . - "I_-- I It, ­ �_ -
�
'-. C) 2 j /Ii, � _� I\- - ,/ ,-:,-, . Q 25.2 ' - - _-w'�_ k_____C3. - - =0:-- - I i I! I
-, .� ,"6w iiiiiiiiiilol�. I �__'_ - I M L
262LO \ 27+ 1 A I/ �, 7 7 I 11111111 ,
(5 / �q 27+ 73 i I , � 1­_ _____287 6k 11111110 = LOD 1111111111111111111111111111111 111110 MM ll��. 4 4,3`75 1 . � , 0M,Ik-,.,,( ­ ___ URVEY ISSUE D kTE FEBRUARY 11, 2013. PROMDED I
27+X.? 1 ' _\ . 1 I 1 1 (� ��HESTNUT ST. %MLMINGTON, '
2 z Z,.&-) \ / 28, 51 __ . "' \ 28 /8 --' +57 28-i 59 ___ .1), . - I I \ . 808 M. JONES, 513
' 6 \ 41 � -1 288 ..,_; 1. w1u oft-1 1, v BEGI Wl', I 1! I \ I I I :C 28401, 910-763-1941
,
61 \ �2 +54 END SILT / END SILT - , � 11 I II
-j 2864 (REMOVE) )� FENCE ,2-9+,3 FENCE FEN VE �j I I - __ J I \ i i
C
rl�� / \ /11 , I EX UONC; I FENCE 28 68 29+ 77 \ _ �)
IQ, r EPS I I I , L�_
0 \ BE IN SILT ,I ll, Y �
IN; ,,- -/ �� , (REMOVE)\ I IIIIIIIIIIIiiii = WAIKWA'(�LOD� �1111111111111111111111 (TYP. 'OF \30- 14 1 \ 11 �� / 6. \ I �
I x 7 - \ / 18 ID 28+48 -01 29+66 \ / /I I ' I .1 I \ I �
E , 'I , 0 FENCE 4-0
�, �, PA D EXIST I I A, z + 4 7 4,314 \ 29 TREIfS W/ X) tam Nunn 11 \ t f 26 76
1 6APM LOD � �
�_ 11111111111111 6-
I -1 � . I I It
I
,_ -, 11 MOVE : GRA VEL \ I � 2 56 11 -1 4,31 1�:1'9 1 O' W10E B�LLS SOUTH\ - - it- I'- I I I- ;, 10 0 0
DRIVE // _ �, I ,1 I �� ,
7. \ M 71\ i il
L 2:
"I / - �, 1\ Imtt C I I �l Jill il. _r 7 1 'I 11 I
I � 884 --------,, XSEIVENT. I I 1 2 �' I / 1 ,� 1 !\ I " I I I .! I
I �
/ I � --, I A PROTECTION FEN(' I I I i� I I � I
I � .1 /' i , � ,E 40 z I 1, I I �. I � � !
I I 1, j�, I : I � � � I .��l ,� I I .1 I
I I - I
�
I ,,,,� I : 1. .1', (TYP,) , � k:; � I t�N�� �, �,, ,��: ;/ �
� ,_ " / I I - ?!� -1 '?I ? /? , ,,, P4GF 7 :I ,� " �, ", � .�
,
,
, , - ." . I _� - ,�;�­ 11 'I , . . _ 5� , , � "� ; tt � I : 1h*
; , �­­ . ft , I f .
, '�// � - ft MM -, ,,.'�­ --- � - �-­ ` 1
�:, ;r 1. � � � " � , 1/, // �.., /_ /­� . I -1 I -,� ; I _______ I I � " , I �.� I , ,::, *,�, � I � . z, � ,
. 1 , I �Ii: I ,
-7- 1- .41 ... I ., , . ; ��il -i � I � ,,� - I .-� " _�
- ._� . � _ _ . Z-11 I ��, j . 1-1, ,� " , - " ; !, t, i , , 1. _�: � ��
... �� .- , I � , !. ; I i .� � �
'I i I ; I 0\ i ; �, i . ,- ..t, ­ _­ �
VL)A TION I i ' 2 ' 85 , 28-1- 87 ! 11 , \ I I' , �il �'. , - I �. I t Z 06 i .,_� 71 . z -, - :
Fow " 2�--� 9 I , , 7_ ­ , / I \ ,� / , I
I , I I � . J �l
: I . I i � \ I " 2 =
(RE�QVE � i Z I ,-I- 1 ,''I'll �, �1 I /I I
I I �j I �
I� h. 28+57 4� 11 . ' Il
/ I EX 28+76 ! I Ill 11 I � � 11 \ 1� I 6 / I 1
- Z^�7 - - - I J I � I I I \1 I � �, I �
'\ � I METAL I 30+ f2 � I � I � 2�4- 93
/ J �? 28+42 28+31 9+ 6 I �11, I I '!,I �\ 0 i , , , i
- / BLDG 28+04 1 � I / 1� 0 11 �
\ A ;U \ H 171- -, 1 29+59 1 Ill lit I 't Ill � r =
11\"�� \ ill, � I - _� 4 , 24 \ I 6,\ �b 11 lil I _� 0 � i 2j+ � 1i
- (REMOVE) i�� � N " �, � \ I ,. I ,�,l , I Ill I, I Iii � 2 M I
; \ I 29+49 1 i ,
; 11 -P& \ ,� " I *1 I )_
LODWt � >�x I,- "I '_ -_ 28+22 0 � \ I 'IT, I
___ I 1 E � / 962 11 � , \ I ,� , / I , � ( L \ I �' +31 / ,It
_� I , K __�. I- � 25+7,5 28+92 4 5 11 I� 1 3 \ 6 � / �
- ;� , 11 �_ \ \ .1 Ill I, 11 6 � c k I R �
6
-1 _�11> 1 144 / / / -,rl � - - - __�� 0- �, \ \ - \ 11 ll 11 I � � :5 � // 2 �
4,� /-/- I k .90 A 10, 1) I A' 11 f - -
"I 6 \ \ 1­_�' .11 / 1� 11 I ABO E GF
m
\ \ EX CON X/ _> I �, 27+91 / " 28+84 _� 4 1 1 , /
0 \ I I
t If ALKWC ( 4 2J \-, 11 I I
, -
) 'K - \ 'i \W A 1( C-) I- .11 / 26+26 " , 11 , - - - - N . " " I I /I I � 1 29147 NA'_UR 11 C-GI
I VE T-1 - �, % if I I I J�rll 11
I I \ REMOVE 1 _�9 11 �i I I I I
- ,
I 11 ,. \ /_ -� 4R /- /- F / I "I 29+ 72 / ,� � I( -4 11 I I I 11 I � , � 1
26+ . \ - 2�6 X - - i7+ 93 27+04 'l 2 0 2
J � \ \ \ / - - I I / � I I I 1 28+ J5 m - I � I \\
U: \ / - - I �, �l I� \ - I
I
\ � 4: I \ \ \ - I ( I \ I � - - 29+ 56 \
\ I- - - 28+48 1 29+ 15 1 1 1:1 w //�_, _. I
\ \�, ��4 5i, , \ K:;� \ \ " ." I- - - - -26 - - - - I / � 29+69 kO I I! � I� ) 1 6 � / �, " I 2 2 \
\ \ I \ 1.1 I I I
; 11 � I I I I \ I \ / f8+ 4 . �, � l't "' 1i
\ '-\_,6X CONC 9� \ _�p I .1 I i INV
\ \ ,0 0 # 1 26+62 28+57 / I -" ,�
\ ( (-) \ \ '13 -;53 � I / ... I ?I I I ) : � I Q
4 \ -Z,-�� 27+70 1 / \ 011 I I I I .� 1 6 1 1, � �
\ \ ( \ DRAINAGE 956 / \ 26+ 8J ,�[[!,,' 1 2 1 q�
\ \ I �P \ K % \ _r Ill I I I I 0 -,,
\ � \ \ 27+53 x 27+ 91 It 28+74 / M� //�/ INV
\ * +J7 \\ \ I / / N 28+70 1 Tj 11 I I I I 11 / 2 , , I _j )
11 9, / \ 29 1 f� Ill I 1, 1, / \ I I /�
\ Oft LOD 295 67 / / � 28+46 N) \ � I ,
\\ 27+51' / / / ,I� Ig I I / 6 \ 11 I I I / I �
I � \ \_ 27+40 / 28+37 / 29+45 1 � 11 I I I \ I d I C, 2
� �111\\ -1 \ 58 / I I I � \ �8+ 18 \ q - 2@0+ 4_� 1
\ "\� � I I Ill 111, ! I I . x I
,� 26+ \ N / / I �,� k \ -16, , � . I 1 21+58
1 - \ / I I I �111 Ill t . -, ___1 I
I � \ 11 28+59 � I I - I I
'\ 3.9 \ N I I Ill 1 � i , " �\ f t i �
X �, \ 27+48 - - - 11,, / \ \_ 28+ 48 -----� � I , . I I/ / � A ; I i
I 11 . 1� !J i � \ 8+44
1� \ ", "I \ 11 , I _� 29'-"\ 0,5 � � ; lie � 1 I / ; I I I I
- . I
'� \_ - ,`� / \ -1 -,_ l:! �,�� �; I!! i I !� 1/ : 1\ \ . ! � .
1� " '�, -_ \ \ . 2 9 6' C - \ � I/ : I � ­ � � ! / !
, i �,< I
.
- '�,� 1-1 \ /, 295 - - -1 28-;, 152 \ 1� - _� / lj�j 01, `!jI j 1 1 1 I 9 \ I , � ! i I 1
\ \ \ / � I / 28+68 1 1 / i , I � / � i !
�tl \ \ : \ -4 � " I I
\ I -'\ \ ", 1 i � I \ � I I !
,, I I I � I .
\\\\ ��+'o \ 26 "I 28+ 11 / - - ' I / j I I Iiiii I 3,11 lj 4 . � \ i I I I
" � I -, /, /\ � (D ), I , I /_ I . � I
" "� ___. .- x . I \ / 28+ 8.9'- - _ 28- 65 � I , �1 , j 11 '� i :
\ \ \ ", il � \ \ i
-
1� �, 0 - I& .______L / x +78 �, 0 25+ P8 - -_ __ ,'. - _/ / \ �,t 11 r I \ ) I ! i : �� i I .
�\\, \ �, ­_ A 10 I I .
.
11 __ - ­ ­­ ­ ­ -�, I, k, ', 1 1 ! I \ ! ; � I I �
\ /I I , ! ! I cl i Ct i
'11\ I \ I- .\ \ I � , � I ! I
- .- \ l�, I , \ .- ,_ 4 ,�)J - ) i ! I 11 I
11 11 ­ , \ I 1� 11 �, \ \ - i ; f`.1,_ " 114 1 i I 1 !, ! I 1� ! - j �_F i
! I I ! I . I t I
___� 1\ \ " 71j _, \_:�,, I R, II P !, I� , . 1� ;1 , : '� f
+
­ �� 28 -' 71 / 1.1��_ 4,32N q . I I / I \ �
" o - 3
--?, - �,�n R4 \ \ I I � 4 ; : :
� I-\ 11 ; ; lih i! !� - I *
, I I . ! � "I I i !
. - __ / � " 1! ,,, t f j ,; i x � I
I . I " � : I I
. I
11 I- -, F1_ , 'on N\ \ \ \ \,- 29+30 1 `\ ; � . ! 1� � � I I 1 ! �
-1 / \ �
. i i I I . � ; � � I
­ \ \ \ ,."6 w 28��- 4.9 , `\tr __ - ­ - -.-- l�l I- �, I I ; �, I, I � t i : ! � i ; . I
,�� " � _. .., . v T � I � ! f t � i � � � . I
I I ; - ! i : ; � � . : � : : k i
1, / Z " �� \ �� ! , ; i � � i 27i- 10 ; : i � � t . 1! 11 � / i
\ I ; ; T, j/ ij .i � I ! I I . � .
,, 284 95 \1 \ i � I i � i
�, ,�, 11 I � 'i � .
. �\ � � v
\ � \ \ \ 11, I i _4 IL �* ;i i I ! " � ! � : ; � / !
"" � � I
11 --' 0;��,�,�- 28- 80 \ l 27-95 \ ,��18 + & � tt - t � I 1� /
" / / �4 ,,�,- \ . \ �,, \ \ ! \ \ �, I- 1* ,� R I
/ -, ­� 11 -_27+ 08 I \ � � j �
' , W I I � t I i ; I
N ' \ ,� 1 i �, " I i I i t I I 2� 4' I 7, ;
,
�
" ,��, -,-,,'11 \\ \ \ i I I I \! , i �
1� / / / 11� I I "I , � . ,,,, \ \ 1\ \ REMOVE TREES \ � I I I ; I � � � !
-1 / / ,I I I , 7� , ,\� �, �, , \,\ I i i !�:`i 0 I � i ; t :
11 1_�, \ - ., �. ! i !I x � I i � ! ;I i i
-1 \ .�, I � I T I i I
-
-, / / I 11� 11 ,� '\ \ '-( - jr 11_11� , (TYP. OF �, � i� �! : ! ;!;'t , 1"i � 1 � 1 1 � "i, � � i � 2p+ "! 1 I \ i
/ . 1�1 " -,\ ,,�\� .�',qk-o '5.' � � t; I z , ;! I '' ; � i �
-, -, ,1�5. ", ,�,_� \ `l'k 2 7_� ;\"+,3 ') I \ x ! I I !
/-, 11 , \ \ \ \ " Y 11H , * �, ,� �,6-4- ;,5; 1 t \ ;
/ " I f
/, / 11 �, '\ �, 1�9,\ \ I TREES W/ X) -1 5 ; : i � �ii� ,�'! ,,, i : I il z I
I �
, i T� � i i I ,
/ \ '-' ,_ , � i ; 7 - 7 ; $ 1 ! \ i
\ , 11�41 \ t, '! 1 -. :-:, i ! 01 � � I I
/ '. , ", " ,,,t- \ . I - 03 \ N I- I'= i y I � ; ;
/ \ \� \\ 28-4-,?7 __ __ � 2,Jr + 74 � � tj 1 i 1�i � : I : 1 I! x ! i o ; 1 9
: -, ,\ �� � 1� \qp� -i G 1 \, , I - ; �­ I � . .i I � . , i - i
/ - : \ "I � \ \\�, \ � 2,k + 312 \,-- __ - . � i i ! : ; � . "
� I �
I - , I 28 � 52 1 1 � I � 1�1
- � , I I � � ; : � . � , � t t
\ - . I r, � ; k i T � t ! i I
.. � I 2 � i i �_ i I �
--, , I , i , , � � I i t � I I : r, . � ;
; " � i _ _ -_ - ' � I-, I 11 I ! � ; : � i
\\,\,\� 1� . I . � -.- ,?�i-t 42 28+24 � : ;
�� - " t �
- '
/ 1)/�_ \ \ \ \ , _ - 29� �1 � � I 1 �- k,
'� : \ ,� �. , .- - ,
/ `� \ , ,� \ 25 ­ 89 , 5 1 !
; I \ ,�,, -, ,z - _1� \ " :�; �� z, I �� �, ! i � � � I � ! i
:.�, . '1z I 1-;;L7_ _ i ; � I � 7 i I � � +
.- i � `7 � ! I i 11 J : ; I �
- � __ :�v C - -, -1, __ .- - f I 1 - , ! ! i I ;
� �, __ \ ­ i - 1� , �, fi I/ ­ '57 - i
`%1 ,,��, , �,, ,,, - -11 I i il .
/ - ­ 1^ I : . ,,� �,:� z il!� '? I .- �.2, �' : , ; I i n ; i
� _., I - , N, 0 1 1 � 111 � ; �
,,, I Z�5_1 I
I I . � \It, ,
i - - \ 1, \11 � ; , I l �
\ 11 - . -1 � / \ 28 � 47 \ � ;I I
1�1 I" 11 � � 1\ . I ; '! � .� � : I ! ; . I ;
� vv \\�Ij��, " �, , I Ili H i �, :� - � ; 0 . t i i
. I � �
\ I ,�,, " ,� 6�, " I" \'\ ,Z�, -i- 00 \ ; ­ -�'N � � ! r-1, - il"�-� 1� i � \ _j : :
t Y,- ""o ,-) , \ ; t 1, i / � I � I
\� \ � "I I \ \ \ 11 � \ / � \ \1 "i I � i " ­'� : �' I � ; I
,\"\ \ " \ I 11 \ t 1_26+ 5? . . f ; �� . 11 : T� ! � I I I
. K i �, I
� � ! .. I : I � I ? ; ; \ :
.
I � \ \ � t j\; - t! ! i 1 !, '. / � ; l
" ,,, " I , v 21+32 \ -9 " \ I . 1 . !�! I � � I i
il , 11�;;<\\ \ \ \ \ \ t " , 11 ii'll � I , � c �, ! � 1
11 1 4 _� () / 2; 6A ,p \ ;, , I I � �� 1 x � I
; t
\ : ill I , ! ! ; i 1 2,4+ 45 1
1\ " .1 �, . !: ; � � ;
\ -1 I 11 I � I � � , i ! t ! ! : ! I
, ,� 11 -1 \ ,<�\ ,,;, , ,\ - \ -\ ,I \ I � h 2� ; \ \ \ j", ! \ i
, ,
� 11 " I , 26-4- 49 : , , 4.­21 . -�& \ _j�r " j!\ ,,�, ;! , �,; I 4: � I I I ; - & , i !
- 11 � \0 \ \ \, 11 " \ / I : �, \ 4- ()�" - d I � \ I I !1
11 � "I \�� \ 1, \ i � '� 28, ". - - � ..�, ! t \ , \ "_0 ; 1! -1 i - ; 1 � � C-) %D I ;
I \ - _� � I * � " -, i�a !I 1 i �j � ! -1 4_ ! ;
" I \ 1�` \ : / t ? ��i; : \ - I
I I '\ \ \ \\ i � I I i& __ z �4 . / i I ; i � :
� ! �5 1 1 1 1 � i - _ - o I
1+ " o � \ 2e. + 5.9 I 0�0; . I C I I \ / 1 1 � ; �.� 1- 1-1
,
1\ , I 1, 1� 1� _� ) Z/,,/ \ \ 1\ I \ 1:> � 11\1 i \ 11 �, I I / J­­,�,�,.�� �� , �ql i ! ,2, i : I 4 u � , ,� y . 11 x i
`��__ � i � 'k � \ i . ri � I . I *-, ��
__ / i, t 11 . , i , I i t-!
11 \ \ I �, I p.,',� ! � I ;
, IN \ I ! A . j ;! � I 11 ,�-�,4 - ; f � l I
" I i � ! eg, + ,
��, 1�zrk , �� � , - ; 28-4-198 ! �:! � i ! -- ­ _- : I I �� i
`�� \ T h, : I ! . . i i t ! �
11 �, /I --to ; -- - p6 i \ \ __,,,-J'- _ " � , I I i ; i I i , I i i
\\`� 11 \ 27-1 �Z8+59 1 " , I i ;
/ � , \ ,�.) ol � 1 : � Ill i i 4 I :
�, " , ilr ,,& 1.� \ \ 1 2 99 \ +27 � - _� i \ \ _ __ -11 , i I i i I ! ; ! i I I . I I i
" .
, I" 1� 11 I:,- 28 11-1 �, , ! i : � , � i � i t � I
I \\\ -1 " - v -�, \ \ \ - ��F \ � . i l
'\1 1\ \ 1\ / 1>, 0 \ \ \ 28-78 28+ 0�5 a I I IH � i ! 9
- ,,�> \ 1 ""r, - z \ / 27+ 64'i I \ \ 1�/ / I i� ! I - ;;u 1:t . � I i ! 4 I i I i
. .
-,'�\ �, , - - - - (i I I 11 l I . � I � i ,
,\ '\ \ / \ \ \ \ 11 \ I � 1 4 1 ; i 11 i
% - I / 1'i�l 26-54 : I . i . > ! ! 1 � 1 � 4- 16 1 .0 , � I
1\ 1� � \ \ _�� I \ \ . 1 28 ; 2,9+ PO
, \1 \ / \ \1 '\�, 11 - � Il'l I ! ! t� � i 1 r�-:, ; ! o :r ,.� c I . I d
\ ,�,, 11 " x � : �
11 X1\1 \ \ I \ \ \ \ \ 28 4 78 j , �! i I I ; � � i
\�zk" \ � / ;�� 'i �� ojI ! � I , 1, I I
�, 1\ \ N - I/ �_, ,/ � . m I ; 1 1
\ , I j! N� , ­ I � t 1 ; I M M I ! : I
\ - 34 . I
'�11 \ \ I ,'�- ,- \ k ) I / ,-- .- 4, Ex � 1 t �o� I ; I I I I I i
1\ 1�1 11 � - z / \ 28+ \ \ j �� I I � ; , � I I 5 f 11 1 1 1
, \ I " , � \ \ � � , , me 1-1 \ / ; 284- 7 (I . I I I �
1� \ ,,,�`-,,, -,\\ \ 1 ,zD _io 1, 11 I I/ I \ / \ \ I �11 I- - \ I \ � - ON6� 1 !I! I 1 I i I ! l I
C�ql,�_, \ < � - __ I I 1 I It :! ! ; l 1 �
,,
_/ I - , : I �! L, ! 6.: = ; / I i ; I
- � I ­!`��- / 27� 93 , z i . � ; ` I � I I I ; :j I I I
Ift- , / i \ � , 27 1 I 1 �61 1 . o I I
,9" \ I \ / i i i � � �
164 � ,- \ I I \ \ - ,\,/ "�- Ill i�,i; I i �� I � I I t ; I / I I I
�, :I! i j " �, I ,x c
, I�N . / _ . . i 1 I/ I I 26ii� 25
\ , , \ \ -p - , ,� �, I 4, 1 \ / 1k
,
\ � 3�,, C;,
_� \ \ \, ., / 11 / - / �_ I I 1
"6, oui -5//v \ \ \ \\" 11- 7- ,�� / / -� 'I \ / i \ V\ A 1_,� �, 1 27+ 52 \ / �) . I ill ! i I !I 1. ii! ; I i ! ( I- � - I
- L I , 1
2 -1 *1, I I , , ; i . I I /I : i I
__ .. - � 1 8 � 0 \� \__ it-! I!! , I I I I � I t
/ \\ ,,�,,, \** ,5� ­�r - / 1 1 V/1 11 , _� I i i, � i i I i
I?rll ,� // / I -_ - I \ \' , ,9- I / r, - / I i 6 1 + i 1 1, /
\ '� - I - \ � - - - / \� _� I� � !, : � I l I I
- / , \ \ \ � - - �, 7 I I Q /9 __ - % / - - - _ _ - __z;181 11 1�1 I - _ -R&- - 1� � � I i I ; � , I i
_?5t _J I o i I ! I I
"I - - � I I � � I
/ / \ " __ - _� - \� � \ i -, 28+ 22\ __ - / i 1, it t . I ! r � 11 I .
" __ , - t i
1.17 ' / \� , 0 V, 26-76 I - -_ q- I �
- �� 1 27' 23 : I . f I I I I I I I 1 1
- /\ I 1�� : i
�
/ ", �, - 4 \ \ 1\ _. - _ / /�� I _j / " �, \ � - _� 27+ 47 1 � \ I I " !! 1 /i i I I i I �
,/� 1 i li: I � 11 1 1 1 1 ! ! i
, , - 11 \ __ � --24- , 1 i __ I / - / , . . . /I t l, I , I � i i
- - 27--81 27+39 � / � '\ , � 2,5+ i � I
, 1-1 I . - l, , , , ! I ,
- 1 28+ B7, � II lj� +; 1 1 ! I
,�� �el 1\ \ - , - ,. - _- _ j��e \� , ,/ \11y lrl� \1 ___'� -1 I -1 It f 1 ! I I �_: 4 ,I : ; +
//T � , I 11 11 - \ � _. 1 1 1 1
\ . / \ �!; j I I ! ; I I �
,\ \\ -\ -, / I , 11<11 27+37 � � // . , i'l i i , , I ; ! I �;i � i ; i i ! .
�
, I I
/ / 11 11 11 \ 27-.75 / lin , � i flt � �!! 1 1 1 1 ; i
�, '�:> -� 11 /_ it, \ I / \ i i I I ) I I ! 1
/ k_� ��, I / I // I ; � j ; !
_� \1 I / - f I 4- I I X � � i I
�
/ � ��, - " -2c­ - - / --�� ,\ /1, \ ! � , t �l - I 11� I I I ! � I I I I I 1 !
/ , \ 1 ! 27+ 4jr / /1 . . i � � I i �� : t . I
, , - 1--, / I ; � 1� -.I-- i r 1. i I L� I 1, ;
; ; I i I
/ -_�, \, � - , , / . ! i 11 �jlle�� I .. 26 S� i I a 28+23 j - I � I I
i i �� -o,Q I , 4 - ; I ! c t
� 61 Ii � I! t + . �
� I 11 - , :\\� _,�� _,/�, �. I \ ! . 4,. 1\ _�_ - : I , t I I m i S:? !
/ ,�� - . \ __ z 7n­�- 3104 �/' - -��k / I I I I I- t �
�
�
� - i I I
\ ) ! � * �, ___ -0 i 1 �, 1, � 'IM I, . t � ,
,� ­�- - I - -f- _/ -L/ -) .. \ 2,9+ 19 v 2f �,, a : !!! t : I p
r - - i \ __9 __ 264-69 ; i ;,4" 1 11 �� I !
' ,
- - i tl�
_\;��j \_(Y) __?LIZ A / \ \ I/ 1-1 \ / T�C'_ z , .
- �L _- , .� I
- i - , I i
� .
.,� � -Z \\ / - 11 '� ! � � / "'k -, / ! , ; , : � o I � , 1 i I i ;
__ - I \ ,\ __ 1_� 11 R I . i I ! .
1\ 1- / / �, ..I,, 1\ t i 11 ,!c-;---R 9 1�; ; � $ I 1 1 I I
I \ ; � I ­!­ I I I P! � ,-11 1; I ! � I 1 2,�+ 117 I!
- - ) : / i li i I I I 'Id' - ,
-1116 \ , 11 l / . I I I 1 ; I !
.
\ / I 11. " 1� 1� 85 llz� \ I I /;, -,- \ .. ", : ; -, , -1 _ - - I Ill I I , ; � I I � I I ! 29 I li- _-6 i
\ A � / I -.6, \ I �\ / I // " I � I � � \, li I ; ! ! I i I :
� I . - � I ll i I i i I ; 1 1 1 1 I I i
- - 1� . : 1� : 271 ,37 / I � . ; ! i � ! I :
: . � �!� 1 1i i � Il f I I i I
I �. \/ - , - - 11 � 1\ - / 11 \ i � I - / , -- i ! � . I 1 , I . I
- ; � ` . � i !
\ �� � ; I I ! o
. I I I
; i ! ­ ; I
'� , - -- -?- 1 -lt� _ _ - / ' I lI l - � !! I !
BEGIN " - , i � '1� / , i � ! � � I
/ - " �� I � .��, -11 i I
I - I 274 ... 26+ / \ ! l� : � 1 I . I i
�� I- - - I" 1,1:1 27 _7 - ��_- -_ i I
: -1 I i 1 1 S 11 1! i f 1� I I I T
I . �>, 1, / ! ! / 28+7 � I I � !
\ ,SILT'I`5 \ I / _Z�� -1 '_ \ ; ! III I :
\ I - < I � I 1. I I i I :
\ 11 I / 7 ,!, . I 1 1 .
FENCE , 1"'\ ,.,\ 1_�Ilf�_ 'I, 26+ j7 ! "I 1, I I N 'i : :
- I 1 j ;11 I !. � 1 �t, i 4; 1 i : ; .
\ / - -- �:-��-,, , - \ / 264� 95 ! � \ I - I! d �� I . - ! 0 i I � I � i
. ! 61 ! 6 - � ! !� I
. -� '_'-�t '�& " --, 1:._,�, ; / % � / t / 1h i _! q l . i - 0 I i I
/1� \ ,� �, I z I � i 21
, 1, � ;,w I . I ; p 411 o !
I - ; T
1\ t / 16, 1� I ,>,� / 11 I- _el )\, N� i 11 : / � Ili - , i i � _j , I
I ; I
. ' . I
__� 11 / /�. . I , " , k / ,-� _* - "I 1 Iii � I 1 1 �24`1�,�, . �; � � � I\f!L- �, -, i f 7
� "I 11 "( -, , �,- 26-1. 71' / I -1i -_ / � I I , ; ! -
, " /1>6 . - k I 11 I- I 1; 1 i I
* �� \ �, " \ 1 '! , i I ;.� i I 1�
I 't . -� . ;
1��, I � i . - ! 6 � i . I �J �_ ! ; : l7, r I ;
\ � l , . _\ \'�l N,-�---,;�O,\ - - " / .�8 + 0.9' - 1� / I � ; . � :
i
t, ! V� ­ \ �k-, 6 - ,� -L 70 j � i / 1,1! : i � / !
, 2,,o+7,3 , I . � : �� it: . I I I
I - - 27 ,\ "e, � . . M \ i I � : i
I I I ! ! d �
" , I / i ; : i h-��! 1 I � ! 2a �� 72 1 77 1 I! ! ; t
1, I - _\ /,�', I � _� 0�_, , �- ­- -, -, � 11 1� , . . ; It I : . _01 I i I 1i I I
1. ,
\\ 11 \\ 1 1 \"�-\ \ \ "I �, \ ��, �, " 4 1 �J�_/ � ,_24 _ / I 11 ,I � f / � I I I I
\ \ \ , I , ; I I I � . � !
I �- �! I - / I -1 v -1 I I I ; .
\ I f \ I I 11 1� / A 1. W I �D 1�1 I I
; �,�, ,;H I i I I i
\ ivlli/ 11 / I -, - -, " , !it ! I i I ; R, � .
\ /111 \ ,\ \ , �,� t \ 450 ik, i ! ! I �
­
\ -1:c- �, \ \ \ \ \ ,z�) �'o , \ �l�\ 1\ � � 26t 48 __�9 , / 1 4 _4 - ,I' 1 'I, ;il�; � 1 � I �� -_ i ! .
\ \ le; , \ " - I - �, � 11 �29 ! - 57 .
\ \ � 11 - , 7, - , , I ! � I : I �
, , , _ __ ; i I : � 174 . l ! �
, I ­1 ) _ I � 1 . 1 l � I 1 ; i I .
\ , \ �". I - � - 4 _ :� __ __ - , 11� i . i i i 0 1 ; �
11 ,,�, /�, \ \ ­-, 9'. 4; � 1\ ­_ -, I 1� - \ \ / / I -el '� 28t 72 _ "� ,-j I I 0 -��D r t
\ I \ 11 \ (":C, \ ,- ­\ \ 1\ - I 11 \ - \ / __ � 11 / " ,/ -- - \ � i I 1 I', 1%, It : ! : I i ; ; I i
\ \ '-'V - \ ,_ I 1. . I i � , � I � . ! il
1� �, -4. Ge 1� I - - I �,� t � I i ll �: 1 I I i --; I 0 /, I i ! I
, \ _;?6� j= � � , � I ; 1i i I ;
\ \ "I - 27 � - I I .
r I I \ .11 `zz / \ I I 1 ! r _� .
- -->,, \ \ �. I- / , ;1p I , �� i I
I \ \ \_ 1, � __ , " - "I 11 " r � i , ` , 7-\ . 4- � r 9 i t :
1 -,-�7 ",5, 28 � ; ,7, \ � l 9 U
I , 1_�_. \ -.1, �_ _ - , IK '-- i, / -i � - i - I i ; I , ; Q i
! � I ! i ; 1� I
I
� 11 " '_ - 1� , - - I 1/v 2e4 47 / � i \ / -I! � . � � i .Nj It 17 ! I
" , �2_ ��- &, \ ,� '-If, __ �_ I '1� -2�� - _+ ! I I ; � i : � I = ' �
1'�", , � 11 I ! 125. *4 1 �l I
- , __ __ )vi -
- - I I - -, /.� I i , , ; , : � Co I : 61 ,
.� � , l,
I , � I
.
I -1�j, 0- "I'll � 1� 11 I - -, 1, 11 - I / / / - �', I ! ! I
\\ ',,�_- -�I, � -, " - _11�1 � , 0,, -r-"­ �7 '
____ -----I / ELEC __� �t--' \ ; ! c; : 1 ;
11 / i . � i
� I
�
� !i !
I ,� I i � i t ; .
, -I- (�� X, 1� -S-,',-, '� \ "I zl6 - 2-7 - 955 27� 64 - , � I i ; i! i
1 <<�_'< 1 , 1_\ -- 11 BEG14 -Stj \1 ( / I , i I . . ;
- � 1�511 1 --, 5? �, " \ 1� i / 28+55 .----- Y, ------ 29--i- 7-5- 1 � lif � I (-D 0 i I ;
- 7,3 3;p� <: , �
, ,
'� I I- ---- i _p _. " ! i I - - .
�� " 1 2 - ,\iil ! ! I ;
\ �/ I � 1 -4 : .
\ 1i �, '\ , 11 11 FENCE -, \ - x 9. .9 pov/tE __ . , ; ! I I; !
i� . ;
\ \ 11 ,____� I I I i i ; I
,�, ��-p I 't , ", - ----- ; / fv I --Ij I i
\ I C�_- ­,�":5, �, 1\ 11 1\ , 1� REMOVE TREE I � 'i 12. Bo&-- / I g, ; 1 1 I i I I
.1 \ 5r, , - - �, I : , � > -1-1 . !
I "I � z ;i �
I I .'I 11 11 I i I
,�, `��, \� I _ELE COWMV 1, 1, 17-',1- �7b - - - - - - I " �_ - - - _ - 7 1 1 ! 264- 12 ,-IJ I I I
I ��, 11 \ __ \ " 7 I- __ - f.�Y� CONC L/ i I I
i D i I , , 1 I . l
\ 1�_� 11 . \ '1� I- - ",-- I \ I X, l, / ,� 5� i;,i i ; i i h I i
0 '� .. I I -I- "I \ ­�C_",_ c`P -:�� - (:�- - \ 27-1 59 1 , 1, ,P,n 1 I 1 2,9+ 13 , \ / 11 ;U 26f � C) , I I :i lu
\, -�,_- 11 \ " 0,��- " \ \ 1 x �, 11 .1� I ! , r� � , I ;! !
I
( .6, 11 I - '5F , \ , \ \ - -, - -,, \ i I 1� 1 x � , � I i
I ��, 11 , / fit 4�, " - � (')Y- / \� / /I 7� 1 � ,I: 11 I - t IM I 1; I
- . � tX1 , , ;! I I ! t I . !
_�111' '�, 4, I �1�1 ' - .1 - - - - - _F_x_ : � ,___4 i , I t-� I ii: �! I i I / � I � I I
\ - �, k�_,�, � � - _� 9 I Cl �
\ /�� , I , I � , � : � __ D 1 ��? �
4, ! I - � . - :il _! ; I f � ! I I
___ \,o -, e�, 0, �� E 6 SILT ;,a r I � 1-0 - � � I :
- W� X I'/- \ , . I- " "C,N�- . ­ i � v � ! :, !, W ! I � 1,,,� '---,, X 1 :
. ___ 11 - , 6�1 11 . - \ ��,;, I i Cc. l - � I ' � . Iii
�, , _1:i�_ ! I I \ r � � . I ;
! ; i t � i
1� �, ,- '11'�� '� -4-)92 � I x � ',::) "I 'I , ; t;, f2b I t I 6 ;
-� -9 I ,;(., \ ,,,,> ,� � - , , r , -- - I i� x / - �
,�3,11 1�1, - ,� - l, , 4 ->- _, F�NCE 11 11 -, PAD - 28 z " tZ4 j / y ! i
� I ) \ , , \ "I �', \ 0 ,\� � f,-) I , --� GRAVEL \ t �. I /I i !
I " ,.--- r � ( i 6 i I t I � I I Il !
1� � i i I 1 wr - � , �70 t . l I 1 .4 70 I
� _�v 11 11 0 '� I - %_,: t / I I i I? I
�/ " 33 t I I � 1, �
�
__ __ - _.. - � � --t 1 t i I
- ; - .2 - � 1 1 . ,
f !
" .. � I ';:��>�- _ � - z __,/1 � E R , i, � 29 1 1 __ - I I � I ! 1 1 1 I
,
"
0 \ �, 0 .,o , ,, ,.!� , \1 *,;� 1\ -1 -0 C) 7 1 - � I I 2/+ �7
\ I � \ () \ �D _\ \ 4tz_ *** P010 .0 I 1�1 _6�, 11 1�1 � "IER1111111111111111111 I 1� L�j TO __ I I / il� I _� ; I , I
, 11
, "I �, - I I � ui��, - _,�� i
- / \ Z) \ -',- , q),, '� 11 11 �� � /I l" I 1 117� \ i 29 .5 0 1
. \ I i 1 1 i
,3340 ��_ -400--4 .--- x.L_____j <-, 1� I � - - - -_=� -_:� ;;, I I / D I
\ \ _- \ 'C' �- 11 ,_ i I � - __ .- . 11 I I I I
11 I .� \ \ It-, ,� �, '_1"_11;­____ _-:::�­\ v - __ , I! ! I, I! I . I � � I
\ .10 EX /' - 11 . I
1� \ " I \\ I - -� �� I--------- - - I "I �INK F ENCF �) I I � -rlx - ! . I ; ! / l- \ i� I 1 1 I �
- - , ,
. � I
_. _� + � I / � "!, , I
\ . I \ I ; 2� 1 1 ;
0 \ 1�1 :-, , � .. - --� 1,1`1 9.3 2 ? + 25 - � � . , I I i 1
,342 � \ � �_ - CHI! IAI \
,a 3-344 I& - ledf, ,/ - � _� I- ,-, I I � r­rey � L__ __ + o 'I I . I 1� I \ , ,; 1i X11
.� I I z 4 i ;; , I I I
; (. ,� __ __ -1 _51 \ � / I 1� 1 26 i' 1 6 - j 'I I �
\ 6l _�� �, �, 11 I X � BLDQ__� C-) �j �, � . 28i (3 1 i
f .,P I- - __ --- / -, 11 . \ . �l I R i
i , _, - - -, 0, " / I [T� I \ / I �i?
7 \ _�, � \ . \ \ I --- I ( _� I , ! , 1 - !
-3,343 IN 0 - � 11 � \, \ \ _1/ I I - 1 3�� w. i i
o 13341 / � 1� , I 29+ O� l:1 I_/1 I\ . I I .
/ \ - "I `� , � / _1\ I I I �, I j I . � o I � . I
T " I I I " ,,, A I "I .
, 1! I 11 \,�p \ 0 " 27+56 / I I I ! I I
o \ e1A_ ��_ -1 - -, "I "I �, �, " / I I \1 I ! I i I
­� ' *
-1 v( '\ ,� '5�, \"\ \ �
4 r) -6 " '� 2QP+ a � / , r lz� I I I
\ \ 11 "I ,,,�, 11 " , i\Ll� t
o \ '\ \ 11 , � �_ ----- I I �
- 104� " - " '\ `� --, \, ,� ,� 1� 1� 11 _4� \ ____ x 08 "I ! 2?+,311 I I I I I I I I t
�, \ .�w __- I i I
<�_ -4 1 `� F, I I . - -, � i I I I 0 ;
3,345 o _jl / - - 1\ \ " 1, 0 27+ 78,� -'� i I I i .
-.\ \ -, ,� 11 )i - - * ,� I I I i I I
, , ---/-, ------- 11 , `� 'V'u v - - ___ ­ - - , 1 1 R �
'�
---,::,7 -'-- -
I /I -
__
* Fk_4i�_ -3
- - _�_ _;
__'
� E, z
- -, `_ - - -
x ;K I -
- -
-
' - - 7
-
--- C - - - ---= , - 1 __! ___
__ - i6
' _' " I _-, pi- --Z/---- - _��_ - __�-_::_____-,301-
-
_� _\ :�7_ -
-'.r
'
.'--- ' ` �
f'�
,
- 1#�"�f �
)/ �\ N'� -2 e -
,
,
'­� ' _' __ .A' . ,/ -
, �', - */- "' '� `,,0, - ", " 6 �
:, A �r_16 � Z, ��
,�\Ao__ z7__1_ -)/"
6) / '\ ;p� '\ '\ -, , " ,� ",i�� " �, I,/ \ -------- 29V03 - - -11 I I/ _/ \1 t't I i
�,�_) '\ \ " - " " / - 26+ 78 j( - /l ; \ I I I
* i I I
\ \ \\ ,F, " � " � ! l, I . , I
I - 1� 4111111111i., "I 11 / \ 11� 450 I !11
&1-6�_ \tl- '� '� 1� \ I v I 1, I
, " 0 - "I \ , � I
&/,�/,�� 11 I- , I / 28+75 ll� / �, i 6 \ I >< 28 + ! I
`�P_ "I _\:� �, ,� ll - I N I I , 141- _ � i 4 i /y ; i , I
- �_" 61�1 \ \ 1'�� 11 \ 26+ -� I f I
I ',;�� 11 / � � I o
11
10 &4 - " ", 1�1, 1� ; I I\- I 11 - - !I - 2 �
6�� 7 ': - -, f " ", 1\ f I I � !/- .) I \ i ,
Oc J J347 1� ­ -, \ / � - + 6
��, -1 11 -1 I- " "I Z4 , .
�, �,��, , ,1/ - �z� ) / 29+06 I � I 1 1 - \ ;; Q 129 � '39 ,
0 / \ "I �� 1� -_ " ", 11 _� 1\ _\ 11 . 1 1 11 i -
SURVEY REF I ", '� I I/ '\ 1 28+ 74 1 -) I . I
,ERENCE.- "I 11 1�1 \ I __ � 28+ 76 \ I I
\ / 0//- 16 11 --, " i �, , A .1, 11, 11 - I I i
1�1 I 1�11 - -1 1� ) 11 / 'END SILT \ - - I tt i I I __r : I 1 1
'* , mq# . I
- I ,\ , I / I - ;,�W� -_ \ i I i i I
UNRECORDED MAP PREPARED BY WK DICKSON, 7,49 ,, - " olc> - �y " - I- ,,% TCCKIe%C* 1\ /1\ I � i
__
i
I 111111111111 MLODM M LIMIT OF DISTURBANCE
�-0------O- TEMPORARY SILT FENCE
-0------O- TEMPORARY TREE PROTECTION,
-
K E Y
REMOVE STRUCTURES,
//////_/� FENCES, EQUIPMENT,
PIPES, & BUILDINGS
X\,,,�/ EXIST. TREE TO BE
^ REMOVED
i
-
D R A W I N G I N D E X
SHT.
T1 TLE
-_ ---
CD1 01
-1
EXISTING COND11IONS AND DEMOLITION PLAN
CG1 01
EROSION CONTROL AND STORMWATER PLAN
CG1 02
DRAINAGE AREA PLAN
CP1 01
ROADWAY IMPROVEMENTS
01
UTILITY PLAN
__CU1
CUl 02
UTILITY PLAN
CG501
EROSION CONTROL AND STORMWATER DETAILS
CG502--
STORMWATER DETAILS
WSD-1
WATER STANDARD DETAILS
SSD-1
CFPUA SANITARY SEWER STANDARD DETAILS
SSD-2
CFPUA SANITARY SEWER STANDARD DETAILS
SSD-3
CFPUA SANITARY SEWER STANDARD DETAILS -
.
. �>, '�F " ,, I 11 1�_ __ - I tl 11 � t
1, - " '� "I , � \
DATED OCTOBER, 2007 AND SIGNED AND SEALED " , , , �p 1� I 11 - - I I \ I
11�_, , '4> � , . �, 1� 11 1;�_, - ­ __ _ - �� - _ __�D_- I i ! I
/ ,� C�, "I �, � \ \ \ -, ,� �_ \ \ -- I 4oft 11� ­ U - -
BY MARK A SMITH, PLS. / 0 , ;0 ,:�� -, '_ 1� /44, I ') I. I � '�p LOD 001ft 1\ \ \_ ,31-- -_ _1\ � _y I ;, LODIIIIIIIIIIIIIIIIII wo v � I
DEED BOOK 2894, PA GE 124 '*1 11 -,- -0 - \ \ \ �, 007 ,,/ " , 29 \ -\ " 0 1 \ i, � " ( 'to I !
/ " 11 �1� 196- , ��> ) BEGIN- "I'll \ 11 C)& ,� \
DEED BOOK 2362, PAGE 658 3,348, _��' . 11 \ \ -1 e4l / I I� , -11 -1 ; I 1
, � '1�11 1'�� 11?C110 / \ i =I J R I .
DEED BOOK 2362, PACE 667 ,�,9�>, \ ,-- - " ,� - ,� � , I f
I / \ 1\ 11 1� __ / � SILT L _�� ,-- -,�- '1� '� 2 + \ \ . 0 i I 0 I I , 0 01 t,
I x
- �, 1� �8__ �, ' - 11 \ + I - I I
DEED BOOK 2360, PA GE 100 I / \ - ,\ �O \ - 11 I .,�?� .0", / - 1� I \ 1-n I\ I I 1 2
- _-_z FENCE -, / - -',-, -, I \ I I � I L_" I I I
I � ! 6
/ \ - ,�\ - - " - : / - " 1\ 1�1 11 I I i � f \ . I ! I I I
I � - - -_ �, , " I ,/� 11 � - - -<', -� ,Q& �,
DEED BOOK 2,923, PA GE 805 (NOT PLOTrABLE EASEMENT) \ �x 11 11 - - ` "I I ! I \ I
- -1 - 1, - 1\ , k, . ; I I
DEED BOOK 2456, PA GE J82 � / \ _<n� - " 11 / I*K - I � -1 I i �
77 (NOT PLorrABLE EASEMENT) \ "x 1\ - _ - "I " // / / -, ­- "- '\ " '� I � I \ i I 1 1 !
� "I \ �-- N, A \ � \\, -, I ,� , \ I T \\ \ I \ 1
",3 , ',�, -� �, i I * I 6 I
\ ,_ I 'k /I \ 28+ . �! I ; 6
DEED BOOK 4216, PAGE 8; \ 1, \ \ I I � \ >.,-\, , / /,& / "I '� , 4_'L 1 4 ' TO I � I '*1 i 1 0 1
DEED BOOK 2016, PAGE 740 ,IPLOTrED EASEAVENT 7-1) BELL SOUTH) \ C�, � -, ", I .jA I / 1AP, - - � �, -� - !e.�> -, 1� \ � - 1� 1 � I - � 3:
\ � - .��'_ - ,� - -, '*1 /_0, I \ I I - ; i I M 1�
1�1 ,,,, I � / - __ - -zk*,_ - - _/ -_ ,__��,,, ,\ "\ \ \ z -1 -I 126+�2 27+T0 - I - 28+0 ! M I
11 ,'\ 1\ � -1 - jq�_ � � X i . I
� - 00 / * I 2 � < ! I
% _.�� _,\1 -1 "I I / , " 7C,5� \ \ / I
\_�- -, , , 11 ,::�o
" \ I 1_/ / ­1 I \
SURVEYOR'S NOTES. ��' Cl</ 1 � I/ ,�s - - I- ,� " , -� - - ,; , , \,\,- , \ A111kh.- 7+91 - ," t I
\ \ , __ _ _129 - � '� 1, '� A q I I I
\ , - - - /, I/ 11 - \ \ Akht, � !I I I_ � i I I
,
I
1. FEVA FLOOD 44AP INFORMATION: I � -., % I //I�� "",/ '27 , \ "/ - -- -- _- - - ­ ­_ ,,�-, -, -, 1� \ \ , , lzz� \ -qqqw \N 11 I � 1- I it, ,- -, �') \-D � I I i I I
- I
A PORTION OF THIS PROPERTY DOES OE WITHIN 1\ \ I \ I 1\ ,� /_/ - _. ----__._26 1 �� _­ 11-1 . I -, 1� \ \ ­ �. 1� 1D_ \ \ \ I I\ \ I 11 , *- i I ,- , 1 �� ! 1 r­, i 1 A I 41 i I i
\ .__ - - - - __ _N ZWLI --,,,:>: -1 \ / 0 1 � i I 11 ! � I 1-1 'I,/
,
A \ - I -4e F�U � \\? ­ 4_1�p___ -_ - - \\ / � I I 1-1 / , i I -13 Q " I
SPECIAL FLOOD HAZARD AREA. \ _<zl�l - - Q�,� Y��, , -:�, -� 11 / \ . r C;
I - - ­ "I 1-1 I \ M I , =
'\,,�, \"" VV,5> 1 - -21 I/ z \,, -m, . -­­ -, -, '- -'- , ,� \ I (�' � I
- / / - 11 11 '� - I I I I w � f� 11� It
,
MAP PANEL No.: J720323100d - EFFECTIVE DATE: APRIL 3, 2006 \ - A - - - - r r- �, _:Z,--, � , , -, \ / - \ i� '. R-1 I I
- _ --,�11" 7� -� ,%, / ­�, 1 j I
EFFECTIVE DATE.- APRIL J, 2006 .�c 1�1 - 00 , 41 , 11 ,,I- / '� � \ QD I i -
MAP PANEL No.: ,3720324100J - 1� \ I ), I- / ,370 ,----- 5 11 1, ,� 1��\ � I I \ I I � tt i ) �_ �, I I I
- EFFEC TIVE DA TE I - - /-I I I I I
No.: , , -, ,- ,,/-> -1 - -­��- '� - _'_ - I - 1p
11 "I-, �, j 1 28- , k , 1 1
1� '11�_, 11 I
" � 4- 6 50 t,v I
I ( �
BASE FLOOD ELEVATION. JJ' (NAVD 88) / I - �� ��,:- I � I 1 1
MAP PANEL ,372OJ23000i APRIL J, 2006 \ \ "�� A-1/ / // / �) - � t�, \ -A I
,��
// 11 / -_ I-,- \ U I
- \1 A 1� 15W', q0 Ill 45 r I
I - , 11 -_ -�, -:1"' \ 1, t�_�_ I I � � I ! - .
BY W. K. DICKSON AND SEALED BY MARK A. SMITH, PLS. \\, - __ " � " , . I
,
/ r N - - __ __ - _ - __ __ ��_ � �.� ��<', " -"b- ,�? -- , 30 '-,, �7_ ,�� \ \ '*'� _ 0 1 I t , I I I I
'\ /7��, , -, �S_ 1
2. BOUNDARIES PLOTTED FROM UNRECORDED MAP PREPARED \1 1�\, I / I/ - �, 1 4 - ___ _� �_ 1�1 i '. - - - �x zz==___;0zr__:::_ 2�-�� 11 - -- - - �) S _ f \ I ,
,,,, -�; , ", ,,, / " , ,� ,� \ _/ 1, � I i� I I I i I
- \\ `\ 1\ / _ - 37-J I Y� t,> -,�,-, <*16- -, - ,,,- I - -_7- - i I ' i 274,03 0 v� I � I I I 1
J. ALL N. C. GRID NORTH - MAD 83 \ ,- '� - h-1 , I , \" / I � - 71, [ zl!� � 1 ! ��,
BEARINGS ARE , . _17_� . I \ 1 2�- 16 ",
4. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS. \ , \ 1\ \\ '\ z I 4f -�_-� -, -� '� 1\ -1 __ __-� I _�_ �_ � 24+ I Q:�)
11 �,,, �� " - 29- �11 . -,� 11 , I I
" /\ 1 1/1- 7-7 _� - - _�11 - , , �1� --, -11, 0.3 \ �_ 29��+ 2V � fl, I 1
5. ALL ELEVATIONS ARE BASED ON NAVO 88 DATA. \1%, \ �, "I \ ,, / 7 1� - ,,-,�_5,� ,-, 11 " " _1�1__ ,�,9 1�'&, -5, -_ z;?8- = � . I I 1� I
\ A\ \ 1\ 1\ \ � " / ___ - "I -13EGIN SILT ;?, ",� ­� 1� 11 I ­ \ .2;+1\_1 1 0 a_ rly-1 I I' I I I I
-
6. UNDERGROUND UTILITIES S14OVIN ON THIS PLAT WERE D IN, TED \ "I // \ \, �, \ 1\ �, � ,- _j x � '� ��19_�,_, "I 11 11 11 '1� I -� \ \ ,:�� -, � 11 . I I I -
�
FENCE i , " " '� " - -_ - - 11 I �Irl I 11 -I ,?.
By ECS CAROLINAS OR BY CALLING THE N. C. 811 SYSTEM. /, "\ \ �q \ '� 1\ \. I- - * " " � I 11\, I i il V I
'% 1�_\ 1� __7:��__;;;��,� �1`111 11 11 I \ ­�-\ I -,1 -1 10,� I `
­D -�k -//- -,,- / � __ __ ___�__ ,,-�,, " " , � , . \ "I .1 !�, Q '\� : I I
, �_ __ _�, : -,- , <�-/ \, \ 1��_ I . - I t I
7. PROPERTY LINES DRAWN F'ROM DEED BOOK AND PAGF LISTE - - .- - -,'-,: - - � I I i I
AND WERE' NOT' SURVEYED, \ \ . \ \ \ �,,, \ __� I � END SILT - _. _7__ // -_/_�_- 1), - -,-��, '_ ", ,�, ,)�� , " \ ,_,�� � �__7 I ,0 i
. 6� / FENCE - "C -,I I-,- ,,-�� " - P�11 I -) i I � 0 x � 1 i Z� i I
11 � 'y' - , ;! t I 1 ,9+46 i
-�116 . le, /7,�, -, ,,\ C�), ./ _,- __ ­ -
/ /,-/I- , I , I _. U 1 1 i
U/0 ­ ­ - -- z n ///,,�, /,,/ <�,/� - �, - `� ;:, __ -_ ,
A� 11 '81, 1,71, I' ) __ - �_�, _�L, , "I \ I ! �
/". -4l� �k____/ A9 I � j lz_l ,� _�, �� I -, V�. . I 1 - I - 11 I i
__/ I I -, - I -�, -� '�F'- I \1 (_,� -1- � " I I ; - 6? 1 � .
I 1�1/_, I I __ 1� � ('� I lr 1\ ,P/-�, ,,.�,�&�, -, 1-1 � 'D - - r 53 -A I I I I
. � / 0/"S-, " _ `\ " 29+ 76 i I
- - - `\ I 11 11 " t 294 5�
, _/ � __11�, '5��- -,' , I T_ 11'� ! I
I 1� -v q, � � - / - - ­ \ -� J I ,�� 1�6> 1_1�� _� - - I - �_ I 11 I <_,�, - 11 6 I - � i I I 25+ 59, ; �
"/, , ,,, . j) / 1, I I .,�� ,� , ,Z�:: " 11 1\ - �, _� - I Ah� 11 I
- , _k � __ " '� � 11 = I I I I I
i
'r �
41� 1 " Y// \ �, iml .
-,�_ /n/ -,10 - 5� / / At 1/1 / \ \ I 11 llc� �_ - �: � V_ I � �
:,,;� -_ -, N - 1��:,� '7 �, \ 0 C> I � 0 0 I
O& '30 " / I ,� -,- -� - I I I
� I/ " I �, I = .
/, P_� \ � - 1 C121 111p� - - - "' � - __� \ . /I I I ?,+l �, I I 17,
/ - / \ jo- - , <-> I v -1 " " - zzz I., , I- '�p " �, - I I �, ! tt 7 \ �,
I '� ! I It
- ,
11<9 1�p6r lk�l / " / \<1 '- ", ,,�,- " -_ - - � -" - 4- lk_� I 11 [,-A , 6
/ _j / . I - 1�."' -, -�- - - -%.. , '*1 ", 7 1'�' "I \ � I / � I � �
,1>c ,� -;�� \1 � 11 11 \ i I / I I I
,- ­ --, --, -, 1,�, -,, ��, -, , -, , �-, , �-,�, - r,q 1< I I \ I � I
t C2" ­�-, --, '� 11 I � 1 1
�
11 � , , " ­, -� I � 1� . �? / I
, , - I-
. _�D I - , ,:�,< �� "e -, -� �, �, /��-, \ �'�� � ;
'0 C, I / '� __;�,\ -� \ " ,�� 11 I ,I
,.:> , - _> __ 1_�, __ 0 1 1 � " -,-" \ � " I I
11� 7 / 0
,�� - -�- 'p, I ,-y- / 4\3 1 , I I �M *
­Z1. dy - - 14 Cq"-1, � - � '� 11 I � I I; t_'3' F;4, #4 I� I I
,
// ,� '�, __ G�� / , I �� �----�, - -`­� --,,, -& -, 11 " -, 1 ( I - 1 -x / I
- i �,
,��, -, -,,, \ -1 - " � 1'� \ ,� - / \
� 51/��, &I S � - �,, , '�,� -,j,��
,- 0 /A � " - I
v1- - ,�, , //v - - - �, tl� ,Q -, ZO �
. __ �// ,/v ,,,,�,�, �� I- 11 , �, 11 I
1_1�1_1 X - I I Nllf,�,\�- �,- " , -, t� � -, "; I \ f 9+ 20 1_/ I
- I � - 11 ��, , , ", 11 - - ", "�, �, ( , I I 0 - I
­1 , ,x , I -� -� -� 1 -, I
X V, , , i 9
x / q�/;,.:l 11 I _�� - , , " 1_�,t ,� �K I ,� \ z i
/ /, ft�, - & (_ ,� I , '\ " I 11 ,- �-, I 1 , -, i '3 1
Z S �,, \ I It /-,> 11 - -�, < I "I " 1,4. ,� 1, ,,, ! I., 1�1 11 �,, . - � _411111111h&., 1 %, t I
,
,6#�01140"M* 'N.
.#%"_.� %#_A%�� Ill
I ' I--
�
_'
/_
'_ 8 - %'�'
4 __
" - ",?/JSIA� 4
,
_0 %
- . �
. �
- I
2 I
,I / '
i it ,�, 2441 9
.01 th 1_ - N
-
11
.4 v -
-
- 06"101111
z1% I % 5;
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
809 Peachtree Ave., Suite iO2
Wilmington, NIC 28403
910.397.2929 Ph.
9:L0.397.2971 Fax
CTT Job #6729.00 Firm License Number: F­O:L13
o%,,O
LL
w
F-
z
w
J* %
U
ip ^
vi
w
f r%
%,.�l
0
.j
Aom%�
U
z
=
0
a a a
LLJ
F-
tr%
%.:j U')
C)
z 1141
00
or% Ili "
%1�j
, 0
0%,o <
LL. 11i z
i
w _j _j
2i F- 0 0
Uj 0 w
w + >- <
0 < �_ 0
z X
Z I ::) 0 F_
< w 2 < w
00
C) Z 2 U)WZ
0 =) >_ -
W (D u CL W Z <
(.) Z W 2 =) L) CN
0
< M �- U')
Z . < CID
,
LO 0
w 0 0 0 C() v-
< 0 Lit- M: - 9 CC)
.j (1) z 0 ,_
Uj w C:) m , *
> . fttt­
Q. .. 0
00
0 =) < 0 C,q -j :*,)
00 3:00
< Lao (-) z ,q- U) z
CN NO: 1602
DATE- 29 JULY 2015
REVISIONS
4j'�
Q_:�)
/­---­�', -�,- - � I 11 , \, !'\ , �, I -, 1, '. "I 11 "I,. � I 29+8 11 A P11 A
, -, ,� 1, �, -, " \_ " I \ :
,� ,�-; / I , I L " I . ; ! , _1
.. I I 1, " , ,
� _,\� , , �y _,��_��_Z - /. , �',, _-�­,-, '- 1� �. "I "" 11, I ,� �, , I .
�� , , � , " -11, _q% I* �'r,
3 9 9 �, / -,c ,,, , �,, ("�,� _*`19 , N\ I i .
I/ / N I _1_ ,>_ , � i ! I _ DEIVIOLITION LIAN
,�,,/, / 1_t,� L/ , . -1 _,'� � "I - , �
_ X I -, ­'� ,,I '-,,'-,z "! -(5?1. - 114 . /�
Q, _�61 . I , ,�,' . , , 2, 1
�
:�' \__,- / . /,-v�_-'1,,- & � I ­ , 1�- - , 4�-� ,� I
-
I- _�­ (�' -.1 � _�,_�,� I 1�0 )1�1 11 I -�>,�"-'� " 1� I - -11 .1 , - i \ I I :
/ - 0 "I I - - "I , � !
� § � -,�,,�,� ; I 111.
,I I 06�11��,_�,/ , ,�'�­ �� x "I 11 I , ,�",�, . _� �1),-- \ )', " :
�, . . I -, 'L '� 11 ;
­
__ - , N__� 11 1� x ,� 1� " 4 "I I "I I
"5" "I 1, " 11 1� -� "� / i " �,
- "I I �,� k-�;�-,�� �? '� " '� 11 - ,�/ k / i
1�� - 1� '� , � � 2" i
� , , ,\! -, "I ,� v i
-
� , 11p �C� 11_-.� � ! "' ". " I I I
C�o �,q/, � .C� , ,� �, (4� �11 I i
I -, " , �,, . 1`11 ., " . ,��, �,
Q, '� -, ., I t, I I
A. -I,- �§­,_J,�- ,� 0, �,
__�, �11 - . I 11�1 lz� 11 N - , , /�)_ -, , - ,�� I ,
- I .1 -, ,� I -�� , , / e "
" ,
I � `211 I '�\� , ,,,,
��. 6x ) I ,� , - �cl ��'Irll , ; �
30 0 30 60 � � I �- I! - � 11 I I t /
C , " __ ____ ----,-------* �'61 C ')'I � i (�kl /y I i " -, " �, I
-1 / . '�o I I I , . 1, 11 ��_�_ �� " I i I
. / 1_1� � <9 , �_ 1�
�
411- . � I __ _�� I I
- I !; �Iv - <��', I I - 1� " ,I �,\ . �
�i' 66i �_� ------ �_,_�_____ *��� I I_ 1. I �, ();, )�.�+ 85 1
1_1�w, ,�,,Z/,- I "I,\, +,� - �, 1��, `,� I .
I I V/1 X I 1*1 i
f�j SkCALF:�',-. I 1N'C'H ,,� 30 FEET / , " "". f /Z /"�, ,� . st� , \ ! I
I - - i -� ,,�,�, � � . i
I
". i ,,�,, � �\ - _. ,,- : , I" I z
,z , / . " " \ -1 - I �, � �,
, " , , ` ,
�� " - � I-, �' , I " , , � i
.. �, � I
, ,,�/ I'. , ,
"" I I <�� _�� l �, I 1� ­`��-,��-:__ _ "I 11 I ,� * ;, .1'. I_ ;
/ �: "I 1, � .1 , _,,., 11�_,, I 11� 1'� ; � :
, -
I I ,,, I 11 1­1 _ . I I �
"'�-, .;,..,; , "4 �� 1h, - I I -
�,�_' 1��il" -�-- i"7,4�1_ ; , 11 1, ,�, - ��,Z� ,'� I 11'.., , 1�1 I -- � _ - I ." � - . 11 ; z
, : , 51 _\ / �11
- �-- -� _.__ ; , - ­� ". , I i a ,'*-. "� _ " " '�Zllz -
" �,�­ ; - I 1. _ _11 1".. ; 1. :
___.. ,_ - ,� _Z� .1 / I., _ _, - , '. , ;
,_, , ; -,-7.-- � !_� 11 ­­. . , - ....- i _.". _ , � , , 11, ;
,,,
, .. , i -, ­.. - �; 1��. 0
. ; � 1_1� __ - __ -.1- 1�
I . _1 - , - I
�� 1 ! ; '__1 Q�_>! ,p _1� -"- ,Q,,_� , 1, _*11 I
I /.1 Z, __;;o - 1
­­ . ------ . ..-.------.---,-.�-.--�----,-----..---�---.,-.--...--�-.��--,� ....... ___­_,_._______­ ------ ��--�.-.---,-...,-.,.�,��.,����---,-�,.-�.--..----,�----�---.-----.----.------� ------ --.�.-�-.-�---�.1-�-�-,�--------------�--------------- � I ,_;In I ( i .- 1- .. -:Z:- m -, - - � li, �V) - >__ I !
SHEET 1 OF 13

" I
,� �, BEGIN SILT I
" FENCE � -I ___ � I
11 I = .1 � III = iiiiiiiiiiiiiii so"
"I m m NP-0 1 g N"M ni 41 n n -1
� � � � � LOD 1111111111111111111111111 � � 11111110 � - .
n 13 :W 0 g --(3-- 1 L-r ------ T-t-i ,!Z- — = �_ - -
— - - — - - —
. 28!� -- - -7 ___ ... ... 11..k� - - -=n-767 �, �­�� -------- T 7 0 - - - - _It. � - - i - +
, �'_ �- TN N-R-0 V - 2 _9�- 6 57 - — - - ----L 2-8.i 9 —I - - — - _R 8-i 294-48 Ex - -2 _�?&V 24 " i 0 � NEW ROW 2,
- -
__ � I � ===j3= - 0 7 __ - — - =9 - *76 1 i 1 ;8�, 4 - � - 0 _-7-1-, 1
19- 29+27 - 284 47 28+46 28+62 1 21 b" 7975F
"' ) 28-4-55 26+ .38 ___ - - - ___/ 11 /_ - "I ' 0 1 6
- __ -- F---"-7,- - _.- __ __ - - "I . � I I
i � I � t
1 I I
� ,
� (11) � /1, 'IN __ 1�1, -__ - - 11 11 " / -I , 11VV 24 " GRA VEL I , RCP __ ! I
11 , ­ " '"� 7 +"
, ,
, , ,� � " PCP = ! , I I df, 4 - I
I i.
, - -�__ -
, ' , 0�" �
' ,
I I/ / i - 1� -4- : I i OR/t/c .. _ _ _ _ - . . . � __;9�H -1/91�4_ EL `­1 I - i 1.1 ; i
,/ I / _ -_ I . . SO i , — - _-I�Z_, -- � 117-7 -I _________�_
V11L, I _ I 0 i I
­ �­ 77­ - — i
I ­­ ",`k, r,FX!ST. ROW - ; W. - —:::::: a12 I � I �QVIER 1 /AES - .
I I/ !
I - .3H., -- ­_t-_,.( F� -1 ,
- ; ­__ I - ! -­;��_* - - - - - - - - 4 - - - - , �_-� Ill— 4­4- 0 -- ---- r� -;; - ----- _____ � .. C, ____==� D IE�=-- I i
I I _21'!__ I ul ":Z1. _-_7 -.--- =,,__�_L � ---=0H 7= 1E__ � ,-) � � F, =_ -_n_,..:_— 0111, I , - __Iit��
=__�,
-_ RI).
I S`_1 -
-
` -71 , -
- �` ��_ ��_
�4 4 , ,3Hr ___ -------- 1-3141 , � —.14 �_­ _�__ C1HE_.__:__. .-,. ­ H = _­ ______-_�t"-,--- -- ----- O,E--., .r. &ij_.__��4� - _ - " __ I _ �_ __ - _�__� � - I - ­�_.! 2� - ­ * ___ I_-_ - L, - - —,O,,I,
424�__4 __ - !_"'_-.== - .�_-=-=-L""j��== -.-- ==­__-L1­'.=_-Z-, -----, BHO -1-1-- — 0 -,----- ­��­ 2,10 _­. --±!f=. . f_-.�:t - . _CVC=-­..__ - - -�&,:, --- Q� -4 _ - --- - __ � -
�E
- ____ 5 , -- -
- - -7-- - __ __ - __ __ - __ - - I ­ -,.-.",- __ - I - - __ - - � - - __ __ . - __ __ __ __ ­­ - - -� - :-�=_;� __ __ - __ ___ - __ - . - -....=�---_Z�_=;�, ­_:­ I ' ­�� �' , -�',7= ------+- � --=.---- - .
- - _=-_::� - -, _=--_=-___ _ _ :�_.___ ,= __
�= - - �_ -,: __ __-, - - = - ___ ___ -, - - __ " ___, ­. - __-_ - - __ � - - ___ � __ � -=---- - �� - ­­* ���
-­ - -�8=- ----, =-:� �-�� -------- _ = - _ 1
-24� -- -' - - _ , - , - __ � __ _ - - - - _.a_ _=_� ____ Z_ __ - - 77- ' ,f-�:::�:` ,-- - - -1-30--­ 1 .- .-=, = . = � �- �4 -_= -_�*,,-.=.:�:_ - -- -��, - - -- -
- - �HE�_ == = U � . , _:� - . __ - __ =
` ­­ --'- ----7 - 1�7­�- - -.-- - - - -­ --- - = - _- - -- , - - _ - _.P_�_ - __ L,�It,!. KO�IV
? ­­ -- - � --- - _ --- - - - - = . .26 - - , - -_
I - - �V_ . . _t. . - - ___� - _ - -, _�_ =24L _= - —,-=---- __1l _=�� __ � -=-,
-= _7_ - - -_ _ - -----. - = - V � - __ ____ ___ __ ____ -, ... 7--� _7�__:7 1:: - , f. ,, -_ -
P,j _--.T­_-�!�-­ -,::7' 1 =:��,� 7. ­— -_.:_"-:__�.-=--:_-=_7� - __ -.-.. � __ - , - I - - - - -1 aR`;1__ - _*!___._.t:;�.-_ . ,::��!,_ - --.-- - - _2-
-
- __ __ _ -, - -.,. - - - - � __ _. -, - , - ___ -, - - - __ - - ­_ ­_ - --- __ -__ - f , i _­ j__ - -_4,g___ _ ___ - I - . -:-L _�___­Z
.­ ___ - _... __ --- --- - --- - -.1, .. - __ - __ ,.-, - _­_ ­1 ­ _ I— ­_ ___ ­ ­_ ­'. _ - __ __ __ ;--_-_ __ - - - __ - __ _. ._ - - __ __ --- __ _L7 _4 __ == ._­ I -1 I *�_tl_ __ =
_:_�:_t�_Z =_ -- -'--'-'----- , , - : ­-, __,­___,__­*______,___, __ _
-
:r 777 ---.'.-. _­­ -_ __ - __ =. __ - - --- __ - - - ___ _� - ;:3,___::1 _ I _ _ _�_­ Z:�=t_ ­1 - - __
_­­­_-- - ___ --,-- ___ - - - - __ __ --''.-- - - --..,.--. � - ­_4_L9 ­­ - --- ­= - - - - __ - __ ­_­ ­­ - __ __ _____ - - - --.I%- -, - - -
-
� __ --­­­- '' --- - -- - - -- ­­ -- ---- -- ­- --- -------.:�6-- -T --- -- - __ - __ _. - - - ­`, ­ - --
- - - - _­ - _ I.-_ "�� -1- 27� ;;! 4;� Q� �� - - =�,w� � -43 - ­'
/ __ -.--- =_- _- - - I -_ = =­ -1:= ­­ .
- __ - __ __ --- - =:_ �__ -
'7 .,.�__.? _ ­1 -_ , -- 2-9 __+ - ________=i
1___. ­­ ­­ - - I—— _.___ = 4= --- __ __ ­ __ - - - P-6- - - , I .::�' - ,�_,�- - ---- -- -- - -- -- - - --- --- -­ .­ --- - -- -- ­ ---- ---- - �, �-- --- -- - - - .- _ - -,: -_-, , ,�E - Z�. - - 1 _. ­_ ­ - �. � --- - =.-, 4
- - - - __ __ , __ -- __ ��. _111_�.____ _j --�..-----.�-----+-.�-�..--.-...--.---4----- - ,_
Z_7 _­___ - - - - - __ __ - - __ - __ - - -�,&-_. -- � ��- = = - -r-+�-_. _ - - __ ­­ ­_­1 - ....... �-��----,----,.-.--�,-�---,------�..-,.''-.,---.i ___,_­1___,_._­__'_ -'-"'--' ­­ --- ­­-­ -- ---- ­-- ­­ --- --- -, - - - ­­_­__. __ 2e-- --- --- - __ __ - , � __�it Z __ ___ ­­ -� `==7- �
1_�_,��_. -.- __ _1 -1.1. - - - __ ­_ _­_ _­ ­­ - - � 7 _ -- �_,_=- - - -_
- __ __ ___ - - - - - - --- __ - __ - - - - - - - __ __ _ - _ _- -­ ­- .- � A - ­_ _ r" ---. _ -, � --- % �� / �­_ '" -.'-'.7 -
. __ - - __ __ �. . .. - �� 11 - - - ­ --,,O r,
­ ___ � - - __ __ --.--.-, - __ - __.- __ - __ __ _____..__ __ ._ - - - _� __ ____Z�_ -_�, , , ! - .. _­ __ _ -.--- _ --- ---..-,.-.. _­ __ - . ... I _1 ... ... ___ - _­ ___ - - _ - _ - __ ____ _. _ - _. I " - ____ - - - - - � it �� - - - � '. _:: , - - � "t2­1 I �
-
�_� _, ,�, �n --- , � -
- __ ___ ; .---.- __ =, - I �. - -_=.-,_=_ -
­_ -, __ "­ ­ ­_ __ - __ __ __ � ---: :i: ,r­-2,��-� ... =_1_7-� -:.- -- - -- 7 � -.-_­� -:Z..-, -7-7,-, 7- - ­ `­ _�__ I' ­ - � ­ -- ­ --- T -- - ---- I
__ - , - .­ , � - � ,
� j i ___ - � �--­_ 7- I-- , . . T � _. -I-,-- Z, -� - I -- - , ' -- `­�_ _-4:;�� - I I �--­Ilt:=��­=2�%=­
_'. , - - __ --2,R­ �:_... ­ ­ , - - __,�,P_ -1 HL -1 -- - ----- ___ - 1­ ­ - - ­­ - _­.­ ­ - _­ 2179 = --- _-771�__` �___*�
- -- - - � -- ---- ; 1 1 ,-.-- .,---_--­,­f--- ­_­ --,.:----' - ­ ,,-,',=,� �--_<:��-__ __ - - - _ ---- _t�7,�_, ­ � .1 I -_
I - � __ ,­ '.. - ­ -1, .--- �
�: — �_ r -1 ­­ �­ �, -4 - �4 .-��
­_ .. , = =­­ . :-,_=`i __ � r _. --I ­_ ------- �� -,--- ,;:- ---.-. 1� - �-_,jq�� ," -, '�=­­_­�� ­ __ - __11 i _- __ . -­ - - i --- ­­ --- - 7�:,_ - . - __ ___-� --- �'; _­­­4 ------ 11 �
, �. ; __� : � - ; ­_ . I ­ ,--- __� _:� 7- . � - , , , ,_ i;�� ; it 0 �
- ­ I ---- --.-- T ­ -­ T ­­ __ Z�= 1 ___ - - - - _- I I __ - _ - - __ _. -1-1 - -, 1�'!,_ � -_----­ - - ____4,,� - , j i
----,. I - - - ­­ ­ - --' _____ __ - __ - __ - - __ -,;to- - _ ___ __ - ___ __ __ __ - 4` . -4 �­=-_=��-:--,E�-_ ­­ -- - -= -= . __ ; 1 : �. ! I F� -1- --- -
:--�_:­:,,_--,-_--­­ --- � ­736,� - - . _V­_
--- ---- _ - -
,?q _
-, . - —
::::----=---------::�-,-���-'=77-----Z�Z�-.Z�---:::---:-:'=-=----:--: _­-_'­_---_-�- __
11 ,�
-,-- - __ - __ _ --- 9- --- - __ - -
.2
I = I .__...­1 ­ - - -
_____._ _f__ �­­ ---" -
__ --- Z--- - - ________-__-____
:;�� ­, _�___. " - - - -
- - - �__:-Al2-- _._________._________ - - ___F_R,__T3 ___ _607`_ _K ________________'_____­__'
_____._
- �
-RrOAD , '3V (
)
_____
________
I . -
; I I
� � I I
�i i__
il W
i I -
I
_ _1__________.______.____..
TO -BL (JE' CLA Y HI)
, __
0 I-
i �
�571)b` I
7
­�­-,�—­­
-1-1-- . ..... _ _____-__­­1 .--\------.--.-- __ --.--.----.-. --- I---- __ ---------- ___ ______­_
&V V­ - .-
',>4 " * __ //.�`/l�
'. /0- __ -.,-. _. `14"
zz ;> � � CP 4�_ - -, _- , - PCX-,
__., /) � .�>.
, �� I --- �
----------..�-.."�..�----�--.---�---�--.-,-k-,,--�' ��_ --�:�` - - ____________________,_
1. - _____----­-­z,
11.
I In __ - - -, __ ­­ - - __ - __ _=� - ______
­ - _9________ __ - - - ____1
- ______­__ ­_ _­___­_.___--_1_­ --- ­— __ -----I- __ — ____­_ - -=---,.----*--- - -.----- - --------
__ _._ j_�­_-_= -- -- .- -,-- - -- - - -
3 _. �
/ - -- -_ 40- - - __
i - ­ __._
_* 11 - "'.
�:���-7c��-----..--.--------J�-- .__________.__.__ --- ___
'T, _-�--_
, 7�­��== �------,..------------.---.--,�-
, —4 - __­
11-1 -.1
- __ - ___,______.,_ - ____ - -----. - ___MTE:
- TEMPORARY
CONSTRUCTION
1___­___­__ / ENTRANGE__ - - --- __..
__ __ - __ li__ - 1.
___ - _ __ __ - __ = - I_
_7-;;l
- —,--- - -------- - _ -_ --' _­ "
SEE SHEET CP101 FOR ALL NEW WORK
WITHIN SIDBURY ROAD AND R.O.W.
1- -------- - __ -.-----
-
--"--------
-.1 ­­
- — __ ---.---.--.
TEMPORARY ___\
CONSTRUCTION N
-
� . ...... ­­...._,__.._
..-. __ —
� 1 i
� I
- ..___.___.__ 1- �___ _�__
! � i
I/VV 24 " I 0 ! I
L_ a:
- _2�= " ---"--,----
=__ M .. -
-
��=,:::�__,�,,- - - ­­ 7
i i
- - - - ::��::�:__:;7 --7- �___­__ ,
__..______ - - - - - - -
Ir - '. ___==� - --- � , � � . 11 -, - �� -
- " __ __­­ - - I -1 F, ) __ , __ �L_L___, __ _�_AQ=�;_=­ - -- -
- _­== - ` - - - -- T --,..-- .— _ 7 ,.--- __ ! -_ ­ , ­ ­ � --- ­.­ __1�iS(D____x;_:;_.::_ . ­ ­ - 1� = = �__,
�-_,---]-._--- . _/1" ­ .- I __ � =^- T = _�_ ._____4 __­_____;,�S�_ , . ; _= , - ___ ___ , 7�� _n_
�� -- . ­­ , __ - __ - - - - ­ : " " , -_=-­�� - - - - , - z=- -41-9 -- =- =q!--_,,=­­ -- ��--��­- ;
=-,' —, , _-­'�, ---. -_- T ­ - - I -- -*,'��­ - -: I =*` -7 � ---��, --- ---- ,& = - - T- 4L,94- ­_�­__r t _ - - 1. I - � �_ = � =_ ��_ ___ - i - :
- - _��N -26� - -- - - ---- --- - -- - -- --,4�9-- - ­ - - - -- -- -­ --- -- ___24-_-_,_, - � , __ , _`­ ­___ , -
�- = -- -
. - -:-- 7 - ----�,- -- �,2,0- - - -- - -- - --- ---;-7 ---- ,,, -�. - - - - - - __ ___ -14" I- - �?F_ , 1 4 ' *1.+8 _. I ��. :�Z__. _ ,a �
' 4 + -.--__-..--:2Z-_ - - - , —­­,­-2'7----- - - ­ - -- - - - _2q - ---? -
� - � ------ I— ­-­ --=. -::, � -25-=. -=- - __ - - -�_ " - - - ­1 __ ---- -7L��7=_��-� -2& - ­­ --- - - -7- �/ - l-� _Z 2.), -2. - � -f -/Z Z ­­­­� ­ =-,F6 .. -
, 41; _­ - ".., - ­_ LOD - j �;_2�i'�-'t_j-t�;�:�5_7 _:7:_ _R�_ ---. - _/_ ­_­ _t - - - - � a__---__
.. ... I P ­_ j=QD- - :��4 -_L4-1a;- -- _ � __ - - ___ - - 71DI­ :____4_-_-­ .-- .. - .. -_ ------ _____ .­_ ,.__,'_ _'�____ ____ ___ __�_­ __ , "i� - -11 _:�,�eL4=� 1��- ; - `1,-G,-�, - �=___ - - - - - _ __ - -
- - - � �­__ - ­­ - - -
- - ,-.111111 _. - - .. -5-_-._­_-__­­ - -- - i-( ____.___. __ �_. - - 1-1 - ..�� . , - - - _ - �� 7 :��, ��__�_' __
..­ ____ _ �_ - . - - . . ..... _____ __ - __ - - __ -- == - - ­;V�� - �­_ - � - -
� 7 "t� � '= _:::,*-,. __ - -1 - - __ - _ - - � -
- ­__ _=r`__,__, =_ __ __ ,_ _'__2 � _=._--_�7 'L , ­._..__­__ -- _1_7�13171,�: T""� - ­­
.r �­­_ � --------- _­- -1,I-r � _ - I _t _7�_ _� L 7��___ 77-7777-- ___ - _21tL -, -1 -1 __:�
_ - - - _ _? __ .- .-- - - -, A
- - � � 6- -- ­ -- - - --- -- -- - -_ 2t6 - -- - - - - - - = = = = -- _ ;r_;-_­­-��-:_-_.�r4
- ; j I - --- - —6- - -- - - -- --- --- -- - - -- -- -- --- -- - - - - - -- -­ - - -- - - --- ----26--- - -I-/- - - - - - - -1 - - _ - - --------=:. - -= 79_-_�= _=,_=-_=-,= ­ -:1 - --:L- ___.==
.�16' � Q<_ IF :1, __ , - I - ___.::� �::_ - j=
- -.,B8I= � __ 1-1 I — - - - - - __ - __ - -,2-,- - __ __ - - - - __ __ __ - __ - __ _ - - - - - - - - I -f)- . - - - _­4 -*.
� tt . ,- - - - __ __ - - - - :__I:1� __ __ - __ __ - - __ _.__ ­ - , U.�_�fL .-
) , � -- - -- Z_1&_ - - - - - - 28 � . e- 2e- -r --- -- - - -- - -_ -- . 1 � . . - . . ____, . RIP RAP APRON ,_
- I' NJ - I - __ - I',- - - - - - - - - -Ir
i . i�..
� � f /, -\7 1 I/ I RIP RAP APRON -/ DJ2J , 1! __ .,5N- __ - - I- �tl
,
A i
,Q 0 0 0 0 -1 WV, 4, " WP _­_, - - - ­ - _­ 3 I
__ l .1 2"-2 GRAI E \ �, - _Z, � --,
. - I I . - !� - j 11� � - , I
i I I _� `1_L_ _______C 0 �"` - _ , 'AP -AP -2 t�R
` I I 1, I . OHE ) - - �_ I' 25.64 IN.,_ - c6w '30, - - IP R -- ,_ \\ I
i. - �elf I "_- . - — ­_ . I - — El - — - - — - - — - - — - - . . - - :-_i=� ��, C
2 ­ / N � I U ­ _��_ __ - __ 7�1� -1 I
27+ 7,3 _; � -1 . ...... /_� � = = LOD �� = NOM �� I I
� i 28+51 — .1 I &W, I 1291. ( L_LL
I I
. If \ I I 0 I—, 1 +57 . END SILT ND SILT \ BEGIN Slll�t-/ '
\ I I i I—, �
/ I i '�8+ 54 1 END SILT FENCE 29+ J8 0. FENCE FENCE ' I I
- \ I EX CONC le, FENCE !j I __(T0__>____ 29+ 17 1
ID r I 1__11� \30+ 14 � I
0 1 1 ) N I � = WALKWAY �LC)D� � I ,�) l 31 . BEGIN I IV 29+66 1 \ / 1�
,
EX , I 1/: \ I +1 I
T r� . FENCE 2-9 01 k I /
E __ ! 28 41 \,>., 1.48 29 to \ I ��
PA 0 ,­_ 11 I- - -.Y- - ­1 _/ 30.61 1 _H I "
DRIVE \ ,I - 2 - 56 opiiltii: I I ,
I 1 ('�,---7:Z-2.��1-:�7-----�-_:--_-_:-.4� 11 �11 I
,,NL , . ,�FMENT. � -11 q0 I
-
I �, : GRA VEL \ I I 1 6 ­ F. H VA (7 11�z I > �� ... 00, 31.29 HP. .�1.47__ .Pq ) 10, ) WIDE BEL I �,:)!
__ 1: , ­i-
,I'll I 1� ._ � 1, ­­;r:�­t"­=�­' ; � " , , -­� � '-),-_� '. , ­
�
1� 11� � t , I � 1�1,�� � , �'�", - ., - / A �
Aw" . I , I � . '_ ­ :.. 1, ,,, �:� I_. I i ­ � . L � 6 �,�
!.� : � I , 1_� _ ... �:, " t , . " , ;, . �,­. � " - --
� , \ �, . � � "? -, � .-;, I � ! / ; '. ) " "I '_
� �_ �� -'�, � I � ... ­Y I K
� I I _ 1 ZV�i_ __'_ I ­ ­ ­111 � ,, ,,, ; �
, I . � I . ­� , " - ! I , . ,�
I I . -.111 I 1 " ''I'll - , ,;;;; I I . -
I � I � , �. I . ,:, I
I 1� I , - -1 ; . �;t " �
'Or - " ""..­ ­1, t ri z � . , I � %ft am ot ­- . I � 1,­
Ex CO/Vr - - __ - _ A , I.,- �> "' I'- 0 ��; I 11 .,.Ii 26 +31 1 - - I
lc�/v 27+39 r I 1),2&+ 85 11 30
\11AFl- � - - - - __ i" __O��� DI29 ?8+ 87 SOMH4 / I i f ''
� ; 1� I ��, 11
I ON I I � ) F - - I I H I / \ / I > I 1 31,11� S t r 29.30 GRATE 29.50 TOFk-L I -�i 4r
-IL7 - - � I � l'i I H 4 / I � .Cj RATE - "�_O/� -r�� 2d 7 26.5 INV 25.11 E. 19V 29, 1 - T
\ . I � I� EX ��l / :_�_: \ 1\ 985 29.60 +76 31.2 \(k/ St(:, In
'\ L-H M / it -� 24" RCP - .06 S. INV 2436 S. INV I
I � H I - _ SID ,.81 W. INV r 31.17 HP "' ,9"0 1 29+ 5q 1 ,3 - i
E)PL / f I I 0( / 3,02 -- 9S 50+ 2 1
\ / I � ,11.- I . // E L I
� \ \� I H BLOG / / 111 / / \ r- 10 S6MR8 28+ - - � . Tn 24.81 E. INV 41 r I I L:Z , - � N ,,, I KI , I
H �/ \ 11 - /M/ r L/A/r- - f�
\ � / /, 11\ 30.43 The 11� - _?& / . yt- 2 +49 0 \ \ I :Ell I
) I 1­1 / / >x/ , .0, 28+22 _y I , 11
____ Ll. 2.5.35 S *AN ___ 11 r) d8+ 92 (7 P. \ \ '\ 11 , /I
,
11
-1 �, It I ki / / / - \ , _\ -t �!3.85 T � 1\ - - -_ - " / DI17 28 ) \ I I I I
I � I k / 1� I \ � 29.50 GRATE -_ ') I ri, �
-Pl> r_ I it \ H / . 0 �I -Tj ,\� 23.85r W. INV - - - __�9 _29 - - I I
N \ 0 k \ EX CONC k / / rl, / 11 < /I Jill " 11 01 "I \ 1 +91 // 25.23 N. INV / `1 11 28+84 \ \ � it I il
I \ WALKWAY I PID%;� \ - ( 1�
) tj \ `1 W / / y / � I 11 30. 70 TOP \ ,., 25.232ijAv D131 11 �____ '1� I I /
/ .60 4P _r 1�?119 , ; , I
I F_ \ - I - - - - . � / 30'a7: 30 . X174 2 41. . 29.5 GRA I E - -
� \ ,W / / / 5.63 INV \1 . 01. I / � � I
I \ N Z I
\ -\ I ��� � ��
-
I 1 26 Z \ \ \ If )`_ I - / / _26 - 27+04 \ �,, �, - I �o 26.62 INV jj 143 r_ 9+12 ( / A
I �\, \ I . 28.50 GRAT� 11
\ � I- A \ \ '� / '_4 . \ \ pA 8+48 jb ' 1, 29+ 15 1* 1�
\ \ ai\ , \ \ - I- _!�_ 28---. n � �, �_, . 1 26.8 INV Z SDC01 C-4 '9+ 69 k
\" \ \ �� \ .-� , I . I 16 I ZI g- j RD32 \ 30.70 TOP D I '
I \ \ '\ * C / 11 I ). o " VC / .30.7U 101-\ 28.20 INV 13
\ \ ,Z::) C'� , ,-,t N / b- I ,,,-DI16 rp P ,,--' "2 3 0. 5 O� G R A'it- I I
\ ( C) \ \ 7� \ DRAi GTE ", \ / � 0 t?
Z/ .`14 sc .­ 2/.tSU 17� 0 t
--a. 11
" , \ I - 30,64 29.52 GR PW I / I
\ \ \ , \ \\ �p \ SDMH7 ATE A 15W ­ 6 " - 27.25 M �i
A \�, \1 2 j 0180><TOP RD23 27+91 25.33 S. INV -,3+ / �-B" PVC R. \ , "P" * ft '--I*' Rim 30.67 -19' / � , i
-4 1 \ � .so. 78 M72 25.33 N. INV � - - I + 70 5 _4ep -1
� _V/ (1) +31 \ I I ,\ 47 E., INV 30.70 TOP /* �30,00_____ . I::` IRD928 -
\ \ I \ 7 INV V..3\ /30. 2D. .. -1 .X71 Vj 'Af �1
A44Jr \ I 0 D 1111111�rft 29.02 I � 27.70 IN 0'a / A , 25.33 E. IN 2 / RD30 RD3 I /, 00.70 TOP 6
\ \ \ �. 't \ � �. 27+55 01. / :1. DI18 '14 .89 301ez 30.70 TOP 30.70 TOP Z-11, 2r , 45 / Z.0.,%U INV MW GA� S1102 , �16
ville \11�\\ \ A I \ \ n -\ � 1 27+40 30Z-3 lelb /I - �/N/ _�,l -1, 3 7 �-DI22 29.60 n 27.40 INV 27.60 I�V I RD8-/ I 11
F'itll e \ \ k \ \ ­t 1-1 1\ 'N U , - e- X* 26-5 r -, ", \ _77--j 24. I'
\,3� ? - 39 \ \ \ li \0 \ N 21 , 93 J 30.37 GRX 04 30.8� /Z \ 28+ 59 30.70 TOP ,,, . _
\�.,\ 254 \ \ C� \ --- - I \ "I 28.00 INV ,,, . j _ -
1\ I I � "I --I
/ -r �- \ i : Ul i -
"
Sc7lili d , \ -\ \ "I \ \_ *1� . -- - �,- j 3 .76 TQP / 26,40 E. INV .76 10 I \ I A8� ­ \ - .
� 1, ,-,k � � 1 5 28168 28, \ , - 4 - W48- _�� 11 -/
I ,� -, 1.1_� \ \ I / ,*' 2 '99,IN-V I 10 Ci I -i- 8/ J — -, / - ____ -- 4.
ll \ \_ \ \ N ,,��,, - !!I I 23 ­-& 1 I \ 11'.1 - -, _/ . ' in I I I
11 \ ' / A � ��" \ / / / I :
" " ,27,-* 00 \ \ 26- - STORM OVER WATER i - L425 , , _,. \ ma� I - ? �, i � ;
11 " ­ - I �� � . i 111 ��, \ I / - 1­ - -- - - - �:, - _/ \ � I ­ O� j ! 1 . I
I �_ " \ I jl� i ; i 7 iu'j, I .1 Z \ - \ 2,3+89 -,-,-8+( 11 il . 24170 1�f - , -
I 1: I 1\ 1b � I I i
11 I \ 0 E' I I . - ;
11 _­ , - `� \ I . , " I ­_j ja _/ \ \ 'IV / `­i_ � ..
1� �, �, -<,/ 1\ �t / \ d* .10 _' 2 I I 1 6.l 01 V� INVI l­—�,,-! ; � - s ,-, 30.15 GR,ATE1 30.15 GRATE \ DI3 _��V__ ", I I ",-,. _j�t,- "/, J ! !
- __ `�, ,30.7 i 6 ! ..�___ 'I,: j \I- \,k _ DI5 Id 2,"�I]114 ;; 7­ I � � "
\ 7.50 . INV D2 ! U.39, 31621 _j�0.771 1 _ ' ,._ - 3:
1, " 11­-?� --- \ 'o � -�' 2,--,. 86 00 ,�� SAN. SEWER OVER WATE 30.70 4; . ; ­ _ '_ - t______� 96 -\�� - -2-7.80- -N.---]IqV -----f 11 ,-,, 1 / � 1-,:,- ! 4 I
,�� " - U, C R\,, 27.30 E. INV ; - /- , A 0.1 �` t O'ATE I
- \ �qi�� \ 27­ .95 �. ,, 3ir7'277�, 3q-;7 D16 27.80 N. INV
7�"\_, 1 ! +).81 I :--rj; 2 " i
`1 / / " \ � 1 \�\7.00 N. INV 28.00 IN\ I i N �j ,�& 11 \1 �7.80 N. INV I,- ,I ,/ �,
t �N ­i , -1 lir! I - I 8Wf,E. INV 24.70 E. INV I I if
�, / / ,i</, , , I .,�, 1_ L l T T .-I ____ i 30.15 GRATE 26. i I - \ !,
/ ,�4 -, 1��, \ ___4_ I \ -_
x . 1. - t I 4 i �
" / , `1 "I -0 I C RD20 \ 0, : -7'V I DI20 27.80 N. INV 26.40 W. INV \ 24.70 W. I ' 24. 50 W. INV 1 , \ I t
" �, / / / �, , - ' f4'0 3 . - IG�ATIEJ 1 1 2�.50 S. INV !I � i
-, / / "I -,, , -�'� \ . 30.70 TOP 151 1, g- i , I __1 � �
\
/ 11 11 � - , RD " ,,,, 30.15 GRATE 26.60 E. INV 27.80 S. INV \ 27.60 S. INV i
/ / I -, " , N � ,\ " q:11, , -11 1 9 2 . 0 W ; 130.351 ,,,'- \ � i �& i
/ 11 ­M, " 11 29-4 ; 2­60 E. INV 1, , 1
/ �1_ �, /, / / �, '� ,�k \ ­el� 10 INV -_ _____ 30.70 TOP ! , RN 1�,- k 11
, I __J ; V ! 27.60 W. INV RD7 RD6 '\RD5 ­1 I / i\ if
t , ,�,_o!,�-_ 11 74
, - -, \ ,\". I 013 ---28.844NU 1 ! I " �
/ -, , , , \ - _" 30 �,O TOP , 11 ,;
� I � \ -4 8;,30.70 TOP 30.70 TOP 30,70 \ -
/ / / , � ", , 11 1 28 _T'51� \28; 6 1 291-.31 -_
_��__ , � \ \ , -�� I P ,,, ,DI 1 ! 2?-z- 2 �
\ 1\ - - DI24 - �. - 1 8. IN 8 ob-iNv I . V
11*11 - - -f �
1�11 _'. . ­t 1 mi�) 3b 28.00 INV \ : I t . " ,,
/ 26+80 ­_ ; 11 28.00 INV -;- ,,,, _28. V -, � t ;
i " t \ - I I ! I I : I ii
I ! 50-� , t - I .30.8�P-4i 1 1 -'I 1 \ i I
I
\�k ,� �, -6 " I I i I_ -i - L_ "I I ; --- I ! /' i " PVq 1��, i
I'll �,­_ - 11 "I ,\ ; 30.45 G I ; I W,O'ti PIO : t i
-, I �, I �� . i__� - . k�: l i _W - 1 \
! - ;�_7 I * ! I , ." i . 1; I
11 N \ I ; F, C S'; D 0`;� �­ K . 5".- k 1 28 1 '� t
\ t To -� ,_ �'k, N,\N,,� , i 26.80 E. I V � -M V NE, 1 1 � 115" RP_P� ft-Z�Ej 5 Kk�t_"-_' I R' Ili i ­ 1,�� F] I .
\�, -`*V& 1� 2 - , \ 50.02 '� " .., _� - 3"It. �'
_,:� 7 " 6 6 0 / I I I I
\� I \ _<1 -�4 '/ \\25 1 1 1 � "��,x \ 2&805W. INV ; I 10.6" . 1� -su W�5? __m _= . I _­'_ 2 \1 r'
,,,� \ " \ � �, - .� . ; . ML --T' V ) I
\ -;R .. 11. 111 - - T V � 11 il
'-, -, ,\ � EXIST. 3:11' "I ( \ X� / � ,b 1 I 1 � I I j 1 2 , ,_"7�FZ _1_' ' _'__ P 58, ;
11 Al- N) ! . jj --r, : l ! I t
,_ - \ \ '10 RD26--"� - -_ � % k � i 11 � i � i
11 23.11 \ 11 I I 1 __�j- -_ - ;
1\ ", �_ � , I . I - i=__�__.�j-.-.:::±_____1ii --,.s i�-, - f I I
I i i ; . � 84 - i � i _7­7_ .VJ ! N i \ I
"I I '\ \ \ -all. "I- \\\ D4 9 t 1 30.70 TOP - I � __ lq (T';') i , , I I- � I I I � I 6 - 444 01" ,
- 11 ! ' '
" \ P) I I ! 11 i i I I I I im.64i � 11 , Mit .. I 12 1 64
11 '� STORM \ �, 1 30.70 TOI � X,� .. 1 �3+!�_ 1 A . I
1� I -1 Fj UVj , I ' r J 29.00 INV ---i- _� 1 ,.6411 as .." 30. 6 -
. - .., , 1, 3039,
\ I O��Wy . Tr . ;_ - - l..l, - �_ - Z: �il tt
S 6\ I . __ Ok 11 - - `1 y;;
­1 - ­ I I 1�1'1
H �
, �t 1 1 I 11
\ -1 "I �, \ 1 1! . /f AL . �, I - I
" , \ �, / \ ! \ - � I kD3 I I i 041 3-.5up C f 1 9$ t
1\ 1, / 4 1 " ; , , I Z t-Mu L I / 1 I I
-�'\'-,, , -, '- -;..a \ ��_­`­ - - L AN.111 1
- . ��
- ---
�, ",\\ \ '\ I/ 1� " \ \ \ \ \ \ \ �,.\T \) RD 18\ i '�I)126' -P& ___\ __ --]I I I I 30.50 TOP / 30. 4, 60 I Ii CON I . -- P IN
- - ; � ; � - �8_0 �1' , '11, " �,,Lil A I I 4sR@. _ . I,; ..
�
1� 11 '� -9 r- I I I- r Y�rl 1 1
P16 . i R WATER I ; i AD
,\\�, - `��s,, P 0 N D ov 27+ ��6+ 39 SDC04 RD ii
\ \ SAN
,
17 \ ,\ \ \ -, \ \ \ \ 1 284, 78 30.70 Top 2,9+27 D. ,\, 1 1
\ \ \ \ 29.20 INV Rl);� I t
- 1\\� \ \ 15�_ - \ \ ,J I \-�, 1, , 30.70 T RD28 28.40 INV "I- 28. -I BASE -_ .1 1 l
\� \� I . I \ I . 4
11 \ I 7- I 1 / \ T y EX � III
\ \ 11�1 11 \ � 30.70 POP 28+34 29 30.70 TOP I 2 4 / ill
-1 % \ \ \ 1 �� _�o I �, \ 11 1 I / I I \ \ - r /,20- 30.45 GRATE \ �� � BID (��),___ CON '
- -1 \ � 1
C'4,�­ , \ \ 27.90 INV 27.40 � I\ I
- /_/ \ \ \ \ . I - 2 7 ,-9a 0 +11M 29.40 INV 1 \ �
,,� /
//Vi/ \ \ V,- - , `(­X, / , - �-,�- i T I \ _,,__ 27.4 30.50 TOP i I !
,*S11j1 ') bj \ " \ 11 / � ',(*, \ i
'7-- - - -j I I I �, �_ I , _� ! _V , 1�
, ,4,\\-,�, �\, \ I CONC. / F �Y/, i
\ \ 1� * -_ \ RD2 I �
,'6, "'//�?- \ � , ,,,� \ \ I \ " P \ . , 27 _4 WALK G-1 BLDG. ,0 � < \ 1� � j I
, __Z�" _­ __ " - / \ ,// __ - __ , __ .11 - 28+0 28.20 INV
CA - _741T\":_`1�i1:'_':_______ - ______L_t__,_, 4
_i, ,
I
A-- I ___ - - ,r- -�_'
1�
0 ,"V�j, I 4�i
; �\
// - ,-�_, ---L5� -,O�, - W N _ / �K_ / i I \\1 I- �_ 1_ ?a- - ,,"I 4830 I \1 -, r Aut ( /xv - i
__ , / / \ \ \ �, i - . ,�N _,�/ 6 Ill
"?CP \X I/ ; I Iti \ ,64 / -
_�14. � - - - � \ \, , .?74. 2' i - - - 25� 22 I IN I/ Ill
-, - - - 1". \­ 0 _/ /I-/-- - - , I - '�� - - - - -1 I I - - - \ -BASE! ;/ I \(
\ �\� * fl; .11 I '
/ , - - - :�_ ,\ , 11 - - __ _,_Z1W_ , / x / I j , \ 1, 26 ___� 27-47 - - - - -.?-& ,- ! 1�115 -- - - - I I /1� �
/ \ \\ \\ - 11 I � 11 $�\_ -11 I *_ 1 27+5�9 1 �) .A-" BLDG FACE / ,j D12 / i I'
, I,\,, I" � / �, -.�, 1, � RD17 27+ 87 1\ - /� I ? 28.90 UK,% IFE , - 284-k3ft iii;
,
t
//?Pl / , � �, I - - - _1�e \� 1� i I - "" I =90 ; !P 3t.60 / I `Z* �
I
\\,\ .\ \ / I ,; `�_, 6"(, 2 30.70 TOP COMMUNICATION DUCT BANK - SEE 27+ 75 1 UNDERDRAIN � it 2400 N IfN V. / I Ill:
/ / ,I, , I 11) I -i ! / ; �!
, I
/ / N \1 1--D 11 / / / ,__ \ I f � 23.61 E. /, NV' I il�
/ '� -1, _'16_____ / _�_, _1\ "< ._� I- 27.70 INV DETAILED PLANS BY OTHERS (TYP.) . i SEE DETAIL 9/LS503 j 27-t- 46' / \ I . I -
I i 1, , >� ! I ,
, \ I/ ,"�r , t -0 1� : I&
, , __ , -1 _.M�.,\ I - - I "' - I ___� 23.61 S, 'IN �' , ,,,, / , I I i
i iv `
1 25
�
i �
! i � 4�74=-_A_,��-�- j!", -- -,--. _.. -
i ­ �L­ - L ­1
: i -t� - _- . ­ ­_ __ - ­
- I ____ ------ -- - 4*z�_, _.::� , �___'_==L
I
II t == —__ _ -_ ��­_
__ _ ---
� 1
24 '1 ! I I ! r��
i i I I
I __; i ! :
11 � I i ;
-
v. I -B -X)
0 � � I \0
__"!�­ * * — \
,
_.__�� .
I
�­_
--
__ � - r'. ---- ---- ­ - " \ e
. ­ - j
_7-.j7:4_1,:____. __ -, �
" ;� �� I \
=�__H_____,__z:�_ __ 11 ,
m ,7-­�T­ill I! \
­
__4_�__ 1 �� \
I -
_ ...... ___ __ _
- _! n­�--,5�_
4/�_�,
(i ;RD ____1iA__ 333 FAYETTEVILLE STREET
1§11 �, CIC)PUIRY __ ---- ,� \ I\ SUITE 1000
1;� ____.:,�� \\
____, � �
- .11 RALEIGH, NC 27601
. N
I
­ :;): �
011,01-/1 �a %, � 919-828-1876 FAX [phone]
*
�
"/
0
/"
1��11�',11 EM, I I � I IWWW..CLARKNEXSEN.COM
- 11� 1-1.11
'O ��
�
\ �� I
\
) � OR RECORD SET
\\ G, V�Lo -,- "', *_
�_ -�i
11 V
I i, - - - ,j::ft._ � =; = .
----+­---+­_::�,­­ 6: , _­_-­_,___­­._
7_�::­� ­ -�7, 2 - _�L. _9::�7=­!:�_%17__�1_ ­_�;,�__�_ �m 140
- -- - ­­-­­­ � -
— 29 _._­1 ­­ ­_­­ it
__ __ __ 49-t_�:�__,_t-_ —_1 ,L��, -'- � �� ­ - __ - -------- N1�5���__
.,.,L 7 . . ; r:� \ Ag"
sr-. , I t - If ' 714 .__454' f. � __ -,
. � ff.
'. " I ! � f.PF� 1 i--�N � -, x - I. " �_ "� I q i I N
! 7 � /_ �i.'151� U ! E � S 1'. I *;,.) � v � I
� I I , I I
,
11 - - I =_ - .-.---I-,- ­11 - - '1---p_----+­-__:­.­__*_ _,__­_­___ __ __ i­ -9-1- -
� I � - -,- - __ - - _-r � __71t� -::i�2 --
.
- _�� ��"= _�_�� _­ , - _� ,_­�
­_ - - - - .
i U .L � - - - --,-. - I __ 11-1 ---A,- 4_T_��:_, �,_�. 5 � �_ N. T. S. 1`1
� i -) t , I VICINITY MAP � I
t � 1 2,401- --I ­ I . I
.1 - � t, i T--, _/NV \1�1
I
, ; I _1
�I . cl I T I � 'I - I 1 - �, 1, 7' <,C �
. .. ', � . — - . -\- I I - " , — , * � . , . "' "t , . . 1. -_ I
I . I \ I I :. ,!,� - tr _�� I "'k- I
�� �, I � , �� * -
T11t_ i 1. 1, I I - �* f__� � - I - -, i F --i -- 2&
.. - 1, . 1�� I -;- - SURVEY DISCLAIMER
- .. � . I !
'I'.., ­_ -1 - I - � � I
11 -208 P , I 9� I . . , i
1" ­i % .27+ \ . .__-� ,.:�, ,, 0 -1 I /
IT. *!-� , 11 I - - - - - - - . TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY-1
. I 1, " .11, 0 5=:� SURVEY ISSUE DATE FEBRUARY 11, 2013. PROMDED!
I
�11 N glow �'. i .... � I
I 0 ,
. , �, I
? �� M '' , I . , LOD , I
, I I i r1l � . �,i-3 _ - - _ " ,�, i
I, '.I ,_ � i,. t ". �,% �, , 1� .. I I , 11 I BY BOB M. JONES, 513 CHESTNUT ST. WILMINGTON, �
I , , - " � . " , ,.:, I I
, , %1", - - � ��­ '', I , � ,� '� I . . - NC 28401, 910-763-1941
1 � I - �, � ."", I , �,�_", I _�, � I
t I -I il 11,1,1: - � ,�5 �,_ .:t I, ''" , , � � ­­
Z 1�,_ ,:", �- 1_;11 I',' I
11 , � �, I I Y, , �
I . I - � . .. , �:
/ \ I .., � I I '� I I i1fli /' / I/ I �__
, ; 11 I I / ; 1-11.
I —1 W ) C ., ''I �, I j I 'i I 1-11 I—,
III � I I = \ ., �w I )r I \ / �
I I 0 ,�. \ �l r \.'' , 4- 1 ,--. 0 1_�
� , '.. � "I ", � , 28+ 76 1 � ;U 1-11,
.
11 , , Ili" �-, - I -,,
Lq bF1 I a ' � �`:­­�.-6 ­', I I � I I-'
11 Wi 6 ,�._,,��,. I :,�� I-rl. 11
I ,. ,� ­-1- /1, )i I 0
1 1 1 0 , , , ': ,")t,. 11, Fn
0 C) _ , 11., .,��, - � - I I > , 1__�
I I _r , ", � "I 1 I "' I `�
- , , I ­ �,�(�..,,�, I I ,:�� Z 11_1'�
I M. . I , ."�_11111 :�u
T
, .
M rl � - I'll, , �, � , , , i I '�
... __ �', , : , 0 :� 'T _:�
2 I'll 0 I �, I T . � � � ! ­­
- ___ I t I � I
: - I - ,��� ; I � I I � , ­ � :, , I
. � ­ _�___ ': : I . � �, .< ­1 � "
" ':�­� , � � _".� _­­__­..______,_, 11 : I -, �, ."
- ­."Z..�'_l .... �:. -.\", __N". ­ ,. : .� ,,I t e , , I
��-��-,i�_--,; �,1= - :!.�­. I I'll ­­ I � I � .. ­ , I �',,,�­ ,:, �* I � " I
11
, -.1, !'_'�, . � , . I
1., " , , ... I'll, - .- . I I I 1�
.1 I . 1?� li, r Ni, � � i I � :_, , I 1�1 � _� 1� ,�,,� ,,�
- ,; 'O 0 I ,,, � i ; � I
- I 1, ­1 I / I I I 11 �
'. � I
, 4.4 -
, , ; '� I ; t " . If - ;Z M �
II � D] yx .. .: i / I - ­ I I'Iii­ 11
%U­, - __� ­11�
i, - \ i / 11 -- I . , �­,­).- /1-1
Iffiff- RC U.____ - 27 � --- i "I I r I j I I \ I * 11 ,,,
"'
�
0, F\� : , 1� Im li_ I
)l 11 I I , /
�I � .. .. (114Y / 1-1 , ".
\ ", .e 2 +93 11 � T, - 6- 1� '. I I . , / ,-'
\ 11 \\\ 0 � I � / 1_�'
I U 0 0 P 2j+ � 1j , -I I q I I -
�9 � = _17 / I I
M 29, i � �
� --- - - - W P I I I I
I If 18+ j * I . I I
I I \ I I I I . I I,?, I I I 11 I
I I \ I X 3 � I � . I \ �
I 1, �/ i , / 2 c ' -
: / .
I 11, 4 6' A BO E GRO\ N '
I ii r I 11 �, I \ I I 1 29 47 1 NA UR 1. i V;�,_,_
I
_.j kil Y 111 I r , \ I — I I I I RE
- "Id ''t, I —_ �N�_ ) .A \
I
- Ill �, I' \ 1 28+ 2 \ 11- - _L _ --- - \ I : \
/ 1i 1) ii . . \ T /�� - - 2�+ 58 \ I �
, .
, IA ,.I i 6 / - I � \ I / I INV 1z ,,_, - _\ - - - - - - -
/ 0 C / I -_ W/.
, 1.1 " . I I % I / = 2 � \ ." DITCH
- I 1\ L_ __ I 1 �8_ - - � �
, - -L - \ . -_ - .& - la- —
I I- - _5 I I -, ztf. I � -
- , �6i I - _�/, I : +4. - I � 11 _. _ 11���2_` �_,_�_ �
2 I � - I
I � ��,, / I � I A' , -1, '� � � ,,,, ,,� 11 -
I I 0 11 INV 29.38
m__ t , / /�\ I _j 11 ) INV 15 " RCp =
11 I! I. " � / A )
;0 I t 11 I 1 27.90'
�_ \ . I I // I I
I �, 11 / � � I I I I
0 C
/ \ 1 3 y �
I All � \ 84- 18 \ t I — i I + 4-' 1 I t -- WOODED
� � -- i 0 / 1 21+58 , I Ill
4, t ! �1 I - - I I I I �l 1p
__.i - . !'I i
I,- - - � �g-, 7, I 1 i
r-- - ­4 - � I . t I � ij!
I I I . I I
,
,ill _ I li ill Ii I l/ i \ '� � I I Wit
If 1 9 \ I i i i 1 1 . �!i i
. , I I / � i - ��-- I i i ! I 1\1 I I
� I k I _1 I I I I 1P � i
I I � ; . . i : It ,�
i I I i I
; , i i �.l /W I __ I i ! � ; I i : . I I i
- - I
--- I 4 i ) 0, 0 1 I , �, ��_ 11 ; . ; �i I 1i
I .. : ?i I WWI \ " 1­20E51 Ifl � �� 1 �? t I ; I
-
. -------, r i i . Al. I . � �40! I
t
�, . .- ! 1 ! / I ____
� /N -.---.--- _Z______� I t � , ,
i. I .11�� � e W I i
I i/ ; / i -, I __J� I
,
I L I —1.
; __I�_._ ! �
t ; i I I- I
:1, i I I I 11 i
11 il, � i t 1, ? I / ;11
I ,,, I �1 I � I i , ;
; ; I i I , � ! I . / ;
r�, ' '( f 274- , �') ! I I I I I 1 4
� I : i I I / I �
.
I Jll I \-. 4&12-- � I I i ! I ]�,j
. i .
! %�w 10 \T..- .__�n i � ; . 1 29+ I!/ � i;l i
- - ,,,�i I � I &;, I
, I I i 1p
I I 1A I I . , �
Ii ij! i Z I ; ( I I � ; W
I ; 211.46 C I 11,1- �_ _jl , , i I -­--i I I ,I9 �t- 5 1 1 \ , I I
ll I - n i i i / � 8-4- 22 i I i I ; J \ 8' il !
't i � 261.00 11 V! I i i ;�; i '� ! 1:1 i I I i
I ; !
-
", t .1 Ti Ij � � I I , I j \
11! . i !� i, i
. t! I'l Z j­, t I ! I, i � � ; ; , , ,!'!� �� i 5? ;,. ��
___ -­ I ­_ i .
i . I . ­--, , �y � �11 i� i
; � ., N I I I fil � 1 ill li :­ il: I i I . 1� I �! I
!!!! .�, N! li � i;j �l i 'I d '1! ill l ; i . t:� I
'1_ I ! i
,I �
1� 1 11 +__41 . 11 21 l_'__.__�___I I __L__ til � 11 i i � i�,ji !
- C�� ­ , - � l, 1 1 , I- 11 ! III � 0 ,; i I / .
� 1 27. -I- W I , i Iii i i � 1! I 1 - /
- 1:1 f - - � i i�� ; I 0 � t . . 1 1 I
'. I _! I ;
­
, : r, , Ill ''I \ I , , k
­ __� 1 -2"Z 1 - I ;
- I j L�­­__ - _ I
:1 141 1 1 i 1 i
�� , I l - -_'Z_� , \ I i '� f
Ll I I I 1 1 i I I � I i, � I I i i . 1 �l i
^__� �--J---_ ­1 I I 10) 20.25 I I 1 29-f- 43 � j
I r- I � I 1i i'M 1 101 A I 1� ,
I ,��! I ; I �l !
i - : 10 C C) 1 � I'
WA I i ; - ! /
\ / / i if,, ! -, 11 - M I i
!% C, -1 0 M i�_, M cl� i 1�
,,Z I,- ,\ - 1 4 i
. i z i;
. i 71
�,�, i 1 7 �1
. � I
I I ! - - , __ , I i ) I�
- 1 � i
I I 1�1 I I , I; 1 I I i I ill U
I I I I I i � i
i I I � � I --- k, 1 1 ! I
t -f i I . . i i �� I I �p : if �
li I / 16; .1, ! i I I q) I
I - 4 . � I I � i�
/ , i, - r� I I V " al
I ... - I : I 1 1 ? !q 0 I
- , Z, —_ I i
ill 11M I � = M ),-1 r"i I .
" P419, � � ! i i � I I I \ f �, 'i W
� � I \ lll� I I I i 1 4�7` t H
[--I - I I I I I
I , I�6 I � , 1 �T_ ; 11 1 1
\ d I ; I i � 1 I \ ill )
'
I 11 I ll I I / x i 1 9 1 a \ I I
I I ; / 1 - ! 2-* 25
v I', 27.f 5 G R, ,\T -__ il' " I I,- � i" i ,I \ 1 , li
I- � I 1 �
—
I . . III 1 25. 3 INV -�\ ril 1 / 'I , 0 1 1 I I \ I
­1 I
I i. I I � I \ �11 � 1 I ) I 1, I \ ; 1) 404 WET' ANDS,
i i I i i I 1 j
i It if i � — I —i-i­ I i i
I III! = , \ j I/ :
I f I - /-I- - �__I­ 2B-7 . _1� ­ I ; I
� , I I I I I i i
! I I 1 i f! - -1 �� I 1 i * I I t � J I
i Q i , � I
I I 1 : -71 I
, ! ;
�! M k I I 11 - , j . I I I I i i i
I I 6 I � I [ ; ; � 1 1 1 1 , i 11 I i I i - , �
I .� ti I , i i
�i� ! ! I .
i ! I � I I I � I �� I I ! / i
; I I ? � i C') I: , / I
1 411� ri 1 __��4 & 14P 11i � 1i , . I i I k ! I I C .
- 4 i ! � = ;
/ * - __�� � i I I I ff,
I �_�-_,\_ - � / ,\�� ,_-J, - , � I __ � 1 2' - Z�, b;7� I t ��, 4- Ro I �� J 17 I I
/ 1-k-r- - I i il� ; I \ i / TEj - 0 I I � I � I I . � , ! I � I
I I I ! i 11 - i I ­
\1\1 - � \ i I // ,,, 11 'i_ _� \ I � , i I � ! . . . I
\1 Z U I ; t I I _/ I 1 i j �20 ' �, 11 "I 01 RIS� t- I i � '�, 0 i gill " H \ ---- ir______­i i 5 ---t--- I - st 1 1 , � 11 ! 1 / ' ;
I I . \ 11 "I -Ij - �, . \' - � I I I 2q t-,3 1 j I
-1 ___Z 1P I I _Orkl�:,�, RD 16 ,'-Z� -- I ' i ; 1Z i I � I i I I I 1 i I , . - I );
��� qTnP ; I _�_ I t I H i Ili i i I I '
'
�O ot� - 4, /,& , .�,� ;�_ VZ M "OVER WATER � - I I I � 2.91 35 I
\
BEGIN -- -
\ SILT ` �
\ \ FENCE
\
`��I
\
\
*
\-�
-,
'_ � �, I I \ 27+ 46i �, , "\1_1 1. - .R OV � / 20.50 HP- ­ 11 I - ; I N i
j " 1, ,)U./U - I i .,- - � %hi a TLI �_ - I / I I i I Ili � I i \ _.."il i I �,__,L 1 if -_ , t I " I
� I fit 'I . I I .
I 1 27+37 ; li !� I . i ; Z
1 27,50//I " ' 1\ ; ( -1 t � f I I i V"---,-- 1�:, I jl� ;l I 1 �p !
- 1\ 11 i I � / I i I I � i I .
1 ji ! �
- _�_ ... i 3/ 1 . I I N 1\ fit 1 1 � !I i !
I \ I � �, " _� \ 1� ' lk� + q.9 1 SAN, SEWE� ! ao -_ j 1 i i � 1- ;L !I 1 1 i
.i . -
- - -\ 1\ ,� i? I I - � -_ I ; \ ,:�� -- - I -- ,_ LI_ I I i
I '� i , t� i / � i �q 1, - .I , i ; I i
I I i j T, i 17, i I 7 I i
�� I
- __ / -, / 28 i 11, 0 , ---K - _Z�, I i i I
__ I 1 I . Ili �!J, ; / i r') i
I
, i �
/ .30.70 TOP .50. /U - , , ii � I
4 1 1 ; :
I f /___ "'., T"-� I it 2RIJq 0 / RP SDCO2 RD12 ­ RD 14 1 , , I , _�� I
-'Z J _ 30.70',TOP k, I- I . t, � � ) i 0 �
�4- '\ 6 30.70 �Op .95 30.70 TOP 30.70 TOP f V-7n TOPI I \ -01 � ;11 ­1 1 141 It i ) - �-, I 9. t 0 � I
- , I 11 ;
/,� _�, 26_50 q�W � 26, � I .. �� I i . ,
, - f i , - '_1 =
,
`� -,- - - -, \\ ,� '_� I, \�/ 27 70 INV__17.50 INV 26.10 A I _� - � i --T,T-- I I�e 4. ,�b I--- 7 : r T
� \ " -�, "I ,:-,
;���, - _� , . �, 50 INV 26.70 INV �26.91Q_INV� !_ �, ! , --t­�- i - I
/ /I � - " !1 I ,I. I 1; f I /I I ! X1111 i
,��. 1 : � I I
I , t .1-1. wt:3 � � 141 Ill i ! I , i l 0 1 I -`;� ; i - i i
� 1, :�,_., -" I 3D.A3. \ : `0 1 ,
I/[, M I�XfP 8- bvd,� , " �w mm - - - ��_,_ I l k
11 � 11 ­ --- i. --- - 1\ i i q f I I I
1 __ GAS- I �, ", / I n i ! i ---I- 1 1 1 1i i
I . , `\1 ' �. I I
?I i tl� \ " �� \r �, � .. 7 30, 'IDN � 1\ I 28i /5 i �1 if i I 1,14 � i 11 _� i - ___ i
. - -RD -*`N�- 0 -/ r,,,)i 28 � 12 7, i
-, \ �, \ I - I 11) to 0 P "I I I ! 1 3 z I I
"k � 0 06 I D RD 0 �m RD - I RD 18 ,_ j � , ii
I ! 1, ,� /, - .1 4-173 1 / )
N7 1�' �,_ �111 71jj —1 --I--- i /
I 1 � \ � ,�;� '131�7' _), 11 I 11 1� Ij i - ; I - I , I � (, ( I � I I i
1, I 1 I ,2 t � 11 - \Nl , I ,r) : i i i !
\ - I I I I :: � i _PViV______�______tZ_ - 1 1! ! i I I
� A -7 4� I I ­_ i i, 1 1
'\\ I r VV _l," I , . 31i ---4- Ph' - � '­� Ro - I I
\ , t" - - - Pw��, j-,c>T i ! 11"i : I I
I �, tDij — --.i---- ___ 11 0 I ;
_`�, 11-L I 1�&! \, \ \ \ ,\ !--il , \ ;�� \, \ '��28.60 TOP- "I i i , 1* 2F-i _ �4- '�311- 1 ' SO . I : I 1 - I \ i ........... . � ,29+57 �, I! !
\ 1\ _�_,_ \ \ \ . -D) \ _\ -F - _;�� I I j i '1�1 DIE I � 11 I 1 �� � 1 ,4) , �
� W \ _�b I ­­ - __ 11 - I - � - _41S_ .141, , T 4 1 � I I -/ 1 ,+ h , I - ; jili i . ? 1 1 ____
\-'-/ - . � 28f I?` : . __ M i i i
"I I \ ,�,,,)��, \ \ \ / I � QLj - I-, Z ; 11�11111_11_j_i .1 6116 W- L _­U1 A .r_ �, 11 . - ;K I ! 1 6 dR &'�r�P_____ uj F_ I I I � ! 1 - I
\ - P V, I � ­ 27',� � i i � i I
I . J ! � I ----------- - i i ; i i ! I 1 i j
\ , \ - ! -4T­0R,A ` ' J � I 0 . i I � :
"I �, �- / 26.40, N. INV'­� , , 15" IRCP I D1, - 1 15"I RC 15" RCPI . "2 ' - -.4 - ­1 \ 29. _,qRAT� H! i - 'D I
\ \ \ \ \ ,,, "\ - ,�q 4CJ �n / � 4 30� 130.19f GRAT�/ - I ,;x - Mr ,,
\ 't:--It _ - �< i DJ13 I ; - �, _.:. —, - L INV � 71" I 25�C 0 IN\ x � I 19 1 1 ;
0- 0, \ I 1. ,,_..- � - _.� ...- \ 2,4-.e67V . i i
fi \ ­2 � ;,� I I / * I - _�� ;
__)� � , -347 4V I U -4­- rs!�, ---j--­'D 11 �> 7\ /­\ I i i 1. 1 t
1\ �", \ \ \ , 11 1> -- �� ^ Al TF �� T : Ml____- S S " , - "I : - I � I \ � 1 �3 . ;
U I - _f�g A , 'L 1 0. / It, 1114 V . I i � i i ­ z -9 0 � i
I \ - - 22.62-W. INV, __ _ �, I , �,,,,30_53 GRATE 1; , ,)K- 1 1 -, _q� I � _.i___._ V1 / � ! ti
',J.� -/, , `?�7. \ 11 - - ... - 24-7-6 � "I � Ili ­ ! = I I
1�1 0 11 " � --rT-, I f__..A1_11Z_ - -- ,4� .- I ­284-1-7-- �� / _�W. IN ilze 2 \ 4 I I \ * i F� � : i
I N, - I ...... � ('� .--- ( I 11 ; ; I
, \ 11 i _____ l"i I I I � I
I --- I ; ! Nbt !
1�101, Y-_ �� <�-7 11 -��', -1'2;6Z S.-IINV �� & 123.60 E. INV i Zn.VU N. INV 1 _____r_ 23.51 N�' INV 1 - 03 4�� 1 �
' I - 11 I- 11 C%� _� _ ; t I I I 0,
"I -,�� �, �, L____i_ , I ,P!
i -------- 0 ��l I t i
1\ 1 1
-�7' <-e� , �, ! -7-- 1 -----(,I, I !', �.D 0 ! I i I 1 1
11 D " <��: < I "I `1 i L.. I I 1
+95 - - 28+56 -------- 7� �� I ; . i I
� E \ Z5./4 W. TIqV I 1� rv, 29 0 FR , 2-9+ 7-5 1 _6� - 91 � I ; - I i I 11 !
�� x Q5> , �b � 1� I , N '� - - __ --- 23.60 W. INV 2 IS74 E. INV 1 7,- / . '1� I I i I
41S '�r _:_-�-1 / EL E 2 3.51 ,S I N
& � , -1 3EGII� -S�LT2--<' - , ', _2_17 �3 1 � I
\ , i —_ x — ; I I i
11\ "I � \ -FIRE OVER SAN. ; - _-Z- - /'v I _1_________j I 7D I i I . i :I
1� " *'&--- . I � I i . I
.
\ . -��,,p FENC I � - '� ! I - t 1, 0 0 . i I I rl I i I
'I, ; ;
. - � I il I f i > � Z . I ! I
\ N `� 1\ � I - SAN. WATER & FIRE I . . ,
It \ 11 '7, / � 11 I - - _LXS CONC / I I . I . 11 11
I --- i .ka+ , I
, P9D_ - 'N' . i. ,,,, , I
� \ � E COMtl c' ' - __ - I 1 - I i i I/ *�, I ! , - I
eln 0,0 -�p " E '_ " " ,,, SEWER i i ; f--::�_ � -) I \1 ,
I I \ I 11 ,� i / EL 'A. rr , /
\ 0 q - - 11) - I - - �__ - � j I z
. I i I
1�q . 9 � 1 i - " I 't., ��, 4 " i i 7_1 iU
I �, \ i � �, ,�,� tf I , I / , ji I M ,-, A
O/ / 11�cll 11 I 1�1 , 1`�, \ - 11 \ 11�_C"� ��, 0 - �. \ 11 \ , � i 2!;+ -3 \ / ,- :;u �tz, I I � I I,I 26 I r I r! 0 1 I I i � I W ! I I
\ OVER SAN. SEWER, / . �
-.'�, 11 11 \ ,_1 I \ 1��_* .'�, \ ,,� 2 I R�: I ; l 'I - �, ; - / \ / � � I I I I i 1 1 i I !
1\ '� , \ \ \ . � i ,�I- 1H � 51 1 ! ;L_.__ I _,___� I I I i - �
�� '%"- ,`�, \ \ \ - - - -- X � 1 CL, ,� � 0 ­ , ­5 ! I I t I n
1 �5'5' � � . - : . i � . = I I ""', __.___4__' j 2 1 . i �, �
I . . I i I I �
'� __ i J, I , I i ! � � i i
I � i- I . , , 1� T I T if
'1.%�, \ " I ­_ � �; I . � ---,, i li
'6 '�, 11� I I I ­ ,� I ,
,, , _< - I � I � Jl �L t 7- . - - 0 ,--: i r - fl; _01 I 1 ? . 1!
__ , __1' �-,:i� �� 1, III _,
, - SI -- __ E i I ,__� - ,
Z, I I f ,
I �
_�,_ I 11 lz�l " Ill/ I "\- '-, , 50) I 11)x . 11 - , / � i I
/ ,�� '� -'V ) �,, a , ,�-_END - __ TO " �_ , �_ i . .,�_ --,--,--,*,
, . ,f I'& -
\x� n, \ i,, 2a " i I __Z_ 'i I
11 ,� /,-\ 11 I Cdl-z- -- -1 1�5 (--�i , ; '�!! 1 Z. / 1 1 ,
, 15i. \ I 0, , ** -,O, -,I­E.NCE- " -­_ ::�t_ 4P W 9 - l,�,;, � I / >< f �,--I , �' 11 I I 11! 1 I ill it �, l� " -_
. I I � , t I �_L I . ki .- 1 I I
PZ . - \ I I � '� � : . I I -RA,/E T \ ./ i i I' _____ I , . .-
-�_�, " - �, 11 I- i ! . 11 il Zi 1�4A 0
1\ -� \ 1Z ,-/"-I ahh� 11� 11 "I � 111) " _22=:�;i=_\,.&L....... . ...... — — ; I r, C', i7- iL 11 I � I .. :� 1 4 70 1 � j;U I
I CO I I i i
1� � � 11 . �_ x I i t I - ZZ _ __ - - I
LWALL
* 8" PVC STORM DRAIN LINE IS SCH 40.
—
-
I
—SD —
STORM DRAIN (SO)
--W--
WATER MAIN
--PW-------
POTABLE WATER LINE
_IW ---
IRRIGATION WATER
— FW—
FIRE WATER LINE
—SS---
SANITARY SEWER (SS)
C B 110-1
CATCH BASIN
D I FE-11
DROP INLET
_.__*SDMH#
PROPOSED SO MANHOLE
0 SDCO
____&SSMH#
PROPOSED SS MANHOLE �
0 SSW
EXIST.
EXISTING
INV.
INVERT
RCP
E PIPE
� = MLODM M LIMIT OF DISTURBANCE
� - - - -
- EASEMENT LINE
1 -0------O—
TEMPORARY SILT FENCE
0-----<>-
TEMPORARY TREE PROTECTION
FENCING
� El
I
TEMPORARY INLET PROTEC11ON
I
f.OINEER NQTES: ___]
I
1. HIGH VOLTAGE ELECTRICAL POWER LINES EXIST ON SITE.
CONTACT BILL WILDER AT DUKE ENERGY PROGRESS PRIOR TO
� PERFORMING WORK. 910-383-4042 OR 910-520-3911.
12. TO MAINTAIN DUKE ENERGY PROGRESS'S REQUIRED REGULATORY
COMPLIANCE, ALL MATERIAL LAYDOWN AND SOIL STOCKPILE,
AND ALL OTHER STORAGE SHALL BE LOCATED OUTSIDE THE
ESS TRANSMISSION RIGHT-OF-WAY AS SHOWN.
3. CONTRACTOR M PROVIDE AS -BUILT SURVEY WITHIN
ESS RIGHT-OF-WAY. SEE SPECIFICATIONS.
4. PRE -CONSTRUCTION MEETING REQUIRED WITH DUKE ENERGY
RADING IN DUKE ENERGY PROGRESS
RIGHT-OF-WAY. CALL BILL WILDER 910-383-4042.
5. CONTRACTOR TO COMPLY WITH ALL OSHA AND NESC CODES
REGARDING EQUIPMENT CLEARANCES AND APPROACH DISTANCES
FROM 230 KV OVERHEAD ELECTRIC LINES.
6. DISTURBED AREA MEASUREMENT INCLUDES LEFT TURN LANE
DBURY ROAD-S.R. 1336.
7. ONLY NEW HANOVER COUNTY REGULATED TREES ARE SHOWN,
AS REQUIRED. ADDITIONAL TREES EXIST ON SITE, BUT ARE NOT
REGULATED, AND THEREFORE, NOT SHOWN. THESE ADDITIONAL
TREES WITHIN LIMIT OF DISTURBANCE SHALL BE REMOVED AS
NECESSARY TO FACILITATE CONSTRUCTION.
I I
\ `t �, 11 A A ::I- i V) 01 TO VV r- N 2%04 - i
/': I i I 11 1.17�
I
- ,�, � I - I , I I I
\ / I . ,,�� I I 1� N �� � 111;N,11�� In lu- i � __Ael Q: I �� I / I - -
% I,- lon)k­ Q �� I -
� \ \ \ 11 " 11 I I / ill 41�'
I- i / I I I
�) \ 1 1 I I ___ \ I 1 29-50 1
� / \ ; 1 1-00 r� . - _/ I I I I - '10.
- - - I . . � ,
1. - \ - - 11 -*00- -2,;� , , ; I (0 - -- - -__+-=�____=,_ - / / I I
\ '7 - 0,-/ " OUTFALL _�-- , - ,' - ' _­�­ x - I t7 .1 - ­ - I ----= , ! ,
I \ \ \ _� '_ 1, �, I- ------- - ,\ EX CHAIN 11ro. I I � ,ny _r1X .1 - - ____ V1 1111'1/ I / I 11. \ i I I I � !
" \ ; � \ I � I I
C, \ \ / 'C�<� 24- FES � ��_� ----- -� \,, 9NK F-EN(, L U i ; k I Tj � - 3 + ?�:i 1 ( \ ) I , --I i ;1; I
- '1� ) / - �, ___ ,� ,_ \ -� I I � r---E'Xlt z k I "I + , 1� 5 i I �i I I l 11 I
, 19 / --i I
- - , 22.50 INV I'-- ' F/rle/ ;?- - , I I I I
I I 1 28+ i I ___ I 1 g- ( i
\ \ `1 -] \�, . \ I ___r
I I- \ . 11) �,P& `t I I
� 1�/ 2y I ­� 6 �
- 7� '_1 \ \ �, i __- <, ; I
1610, - - - mi I � 10 i 1 1 1 i r, I
\ 'I/ 1'�,9 ,_ I- - __ - � 'I, \ -� , / I + i I son I x 'It_f LDG __' " / _;11 , .1 o I J
\N 0 (5" - - \ \ ,�� _�> I - I . -
EXIST. -1 ,.,.,\ *127 Ill I I /
/ '\ __�_, -11, _­ I l,11 ', -0­ . �RATE I I j K26 =1 I 1
6- -,\ \ %-�, \ ffl 1�' � I SDMH1 I./ A I I I i 25. INV i i I
\ ,- � - t r(-, 11 �, - ! - I I I � � I I I I
- - %, \ I- 1�_ -� \ 1�\, I- A\ 27+56 / \ 28� 86, / - , I . - . --- . i I I I I
\ I STORM � 28. 8, -QP � � I
- - ,-, \ 1� " 11 " �,::�', e- \\ ' i 4 T� - ii� - �\ I
. - \ '04��'(8 4&, ', \�' "I k \_ I �\ 0 11� \ � 2 �+ I I 0 I
11 I., 1\ 1\ ,� -, ,� �, ___--­E­.--tNV. 24.39 � , I I ! i I / I
19 !I
11 - / " I , I
, , ,
/ 11 " ��, � �� -, \ \ '\ Ill-, ,_ *, ,_ " 11 , 11 / \ �,� 4N 2.9+ ­23-4 1 J" I ., I k 41, ! i * 1 1 � I �
POND 61 27+ 78,_, i \
- "I ,� ", 1� o I I � I I
I '\ \ '\ , . \ �W. INV. 23.14 1 1 1 1
, ,�� _1§W I I
� I,/ \ A -F '78 'I -_ _1 A6, ,-, ,
ll '1� / � / 'y Ill ! I I
... / - - . \ \ \ ,.�, -� '� � " -, 11 / C� \ I a I� I I I I 2Z.87 Lil— — "_ I _� - — I / I � I I
��. l, 1� � I � - _ --`;� I I C, I
��� 1\ ,_ � I,*,) 36" RCP I I I
1�1 ,-.A 4,�c - - \ \ , / - I i9� -d Q -4 � ­ - - 1 1 ; . \
) ,/, ,��,>, \ � '11��. i 11 \ M 2S+ � ,
\ 11 ,4:� ,I,- <,- 11 " c;, 1� �,,� / SD I 11 11 ­4 - ! I= I
",',, ­ �
,�� //4/ /-,/ <� _,� � - !I i
� 1\ . 57 : \ It
I \ ,\ ,- 1XI ) I / I 1:� * \ 1 29-- 39� � I
0 "I �, ill - '\ " '� ou - I I I I I 1 9 � ,
, ._1 ,--*' � ,� " TFALLj __ I a '. * It ���i) 1 9
/ \ 11 /& �� ­ \ -1 1-1 "I 11 - . 28 74 1 ool Z±__� I _. - 28+ 16 '� I I I \ ,,, "
'� / '\ O& _ 11�1 - "I 1� ,-, ", f -11 I / 'END SILT 11 - - \ Qv . I I t I i -_ \ . i 1 1 ,i"",
,�_ "I �Pcl "I I �
, , 'O .,_� I - "I "I INV. 22.50 ` ,,­ Ii ',' \ FENCE,, I '1� \ - -- ­ ­ . I I \1 I
/ _�) /Po I -1 1� - ,'- --V I , _____ N I I I 11
_", V 0 ,� I 11, I -;�,�_ _, �- , ,; I V 11 il � I
/ -Ipo_ '� '�, I --�= I OD 31 0� _lti I ��w .I
� . .
"I - � .,
/ 1� I . "�' \ \ \ 11 0(/"- / x I -,�� 11111W _11111111111111111111111111111" 29 Abb- \ -- -2-9- - - - -- - . 6 1 \ K I NO
-1 " - �� ,/a, Z "I I , 1� " �� \ - \ I ,i T NOTES PEE !QEOIECHNICAL REPORT:
',��, ,�, I I 7:�
/ �, � -:- \ �BEGIII� x � P 0 \ I I
I I,- -� \ � I '11111111111, \ \ \. I ,'?C',o , / "I , I- \ \ \ - I I- rT1 . � ,I �
- �0 S-� 1-1 '*1 I \
,>, N \ - -, ,,, / - SILT t� ;��-� __1 29+ i I , I I I I / UNSATISFACTORY SOILS EXCAVATED FROM THE STORMWATER
\ I- , \ -,� ,�'*,-� -��_�,,,, / 1� " -," -1 ,,,, 1�' \ � I I ill I , A W I
I- -1 I \ - - I - - 1, 11 -� I / " 11 " FENCE -, / �. ,�� " `1 \ \ +5 . i I I i I 1 6 POND AREA TO ACHIEVE DESIGN GRADES SHALL BE HAULED
- I - - " -� / Z - -_ 110& ", ,�', -� % - 1-1\ _-,'�S:> I I � k 11 I
1, \ / \ "I _<1:9� �, -� �, \ ,� 1, - " - \ I I 11 A 0 T \ ", OFF SITE AND DISPOSED OF PROPERLY. UNSATISFACTORY
\ � - � ____ -� �, � - � /// / -, �, ,\ `,�� -�\ _� �� \ 4 SS - I i �, 1\ i i CLAY (CH, CL) AND CLAYEY SAND (SC) ARE ANTICIPATED
� \, ;�) T '. \ X�,�, / X / I- ,\ ,�k -,,�, , ,- I /111�_ I - . � 25 + ?O i I I 1\ I 1, I
- �,>> , -, 1� '� , ,
\ \ \ , �\, ��,_ \ N /�i
), -v� 1 / I - - 11 /151111 � 29-4-,5 f 0yen � 11 26+ O? I I
0 ') -:16 - - � ,-, -,�- \- 28 + 42! 2 7 +1 110 I BELOW AN AVERAGE DEPTH OF 4 FEET. THESE SOILS ARE
1) Y, \ \ ft� ___ � I / �__ � I I I I
1�� " 44- -- - _/ / I / -� <� \ \ 4 1 - -i � I
��_, I \ I � , ', -1--'5 / -'�- -,:� , N ,\I - /I \� r " '� �, % \ () I \ Fin ( I Z/-- &-I __ - t- J, SSIVELY WET. THEY SHALL NOT BE PLACED
\� _� - N '\ 1\ `�� ,`/ <�_ \ , - ---, "-,/ , ,_ -, ,\ -, \ \\ 11 �, /1�01'11 \ ,0/ 11 . < i ,
1\ //, - - �,,� \ \�, r �1_ I I I I
'j, - V --/,S, \ I � _/_ - - - / — ,;j,:`>" " '\ �', \ \ lz�_ \ 1�,�, I I � I , - f', ,, �) I I
'\ I- U I _ 26 - - 1, \ '� 11 \ \ 11 I t, I "\ - - ? � . � � \ ON SITE, EVEN IN NON-STRUCTURAL (LANDSCAPE AREAS),
F-,. 1
t
__ q, ,�q " //� \ '00 " /, I - - ,c?,S, PS \ \ \ I A) - 11\ I "
, - , ,
1\ I 1\ V,5_ -_ - -_ -_ - - - /I , - - _QN!D SILT ',- �:��,, ,"_ �� \ , ­ _ - 1� �� - .-I;_:, . \ � AS STRUCTURAL FILL OR NON-STRUCTURAL FILL.
1\ "I I , 31le �', , __ \ \ ) � I I LIA
,,& ""'C"o \ -- _---o"." ,,, -&� "-,_,� '� 1\ -11 / - . \ F9 i
,,� ,��,-� -_ " \ , ,�>> ,� 11 " -
\\ -\"\ , �) "I, - , 0 FENC ,,�,, �_� -, ,PC 1 11 . - - \ \ \ A � / � �
'-" , -Z '0 \%­ - - - - �, 1\ -1 11 11 , 11 ',`!,� - / ,,�� - I \ l::D _� � / 'T, i�l UNSATISFACTORY SOILS EXCAVATED TO INSTALL THE STORMWATER
� �, , z,
, / " ,:� lk' I \ \
// I I t�
\ 00 / / / �k-, " I- 1� 11 \'�� -, \ / � � , � I 1!�-
1\ 1� / - --'- f1tta 1�1, 11� 1� 11�� 11 4 1 1 PIPE AND STORMWATER STRUCTURES SHALL BE SEGREGATED
- / � �� z, �� P. `1 �1� \ \ i , 26+6 (NJ \
� "I / /1P I / ___ �, _-�_ 1� 11 �_ \ . I i I - 0 . I -i:� I FROM SATISFACTORY SOILS. UNSATISFACTORY CLAY (CH, CL)
,
/ ( !�. 11 I / - - . I "� '8� (PI
\ A / \ - _' _'_ - .,�� � / �, " '_� \ 0 0--.- S T
11 4t - - __�� � � /
1�_, .. C - 19_/ # - - - �, 1� -1 -,'-,- _��, I- 1-5- 1��\ I / I - � -k ; ,ij 1
'\\ - � ­7 TICIPATED BELOW AN AVERAGE
/ I/ - ­� _-, -1 - ,� ,�:� - , , .?,) 1\1 I I
. ", _/ - ,,Z,� " '? ,�', \ _/_ I I AND CLAYEY SAND (SC) ARE AN
\\ 1� N \ __ - '- ,� -�- -� - �, / ­3� l " ,,-**2 t JI �� .
- -�__ *�, & _30_ \ 4- / ,-- 27-, 03 0 - I
\ ,-, . - , , - 1�' . I, 2 5 , It, - I DEPTH OF 4 FEET. THESE SOILS ARE PLASTIC AND EXCESSIVELY
\\,,,\ /\ "I \ \ \\ \ I/ " ) Ill ��,, -� ,,, .1, �, 1� - -'�_� 29+ 0,3 \ I- ' 13, �, 271+ A I Q)
-1;11 1*1 "I I 11 i I
-
I �_ __11 ��,<,-� " ",> '� - �, \ '��'� ' k - __� I
\ �, 1\ 1\ - , 1� - 29 \ , (I 12�+\f V _441 Ff_ A, I - WET. THEY SHALL ONLY BE USED AS BACKFILL IN PIPE TRENCHES
I / __ ,,r , n iL: - _< I I I
-� A\ \ 1\ 1\ � �_ - ,,r BEGIN SILT '1�i� 1� 1� 11'� '�, N " 11� \ - -�,�, � 1�
\ \ , -, �_ � _` 1 �41 A, 1� " � 'I, ­11_1 \ I I 1 __ �1_ I I
�_
// \ \ 1\ /�, � , MORE THAN 5 FEET BELOW FINISH SUBGRADE ELEVATION IN
�, \ 1Z FENCE ___ � ,,,-�-, I- ,- , I / � l I � �Izl .
� - 41 11:\, I 11 I --- I .
11 "I __ __ -, " '� \ - \ �, I I
__ - '- " �, -� - " - I t" ,_
,& "*\ Ir \ \ -, I I- - _/ -.Z - I --�,,, -� , , . 11 11 PAVEMENT AREAS OR MORE THAN 3 FEET BELOW FINISH GRADE
— I W // C . , 1� 1� 1<\ �_ \ 0c) � i
W� \ " "XI - -1 -. 1-�,, �- 11 -T/�� , --, \ - --� ,� I - 40 1 I , IN NON-STRUCTURAL AREAS. THE UPPER 5 FEET OF BACKFILL
11 1 ,�4,�, � - -14- i i
ICAL SURVEY BY \ R \ -\,, END SILT - (11 I-:- ,,,,�, 1�1 I C-) I 1� \ j N 1.14% " I ,�t
- , �, _�, - I
11 I _ - __ - 11 - - I
1b, ,E- -_ - j \ \ - -- FENCE I_ - - ,_ - /nl�l 1 '3,> �__, -, , , ­��&, ///�, -\_1_1 1� , �, 7 �1_1 I 1 1 ; IN PAVEMENT AREAS SHALL BE SATISFACTORY SOIL PLACED AND
ROBERT H. GOSLEE & ASSOCIATES, 11 1< "V 1� ,_-Q-1 -,- _�, -1 111� ,,_ - - I 'N% 11 ,
-,0. � � '%- / 77 � I ') , Z - � " ,� --:�,�, I I 11
PA, DATED MARCH 27, 2013. " ---/ ) - �"1//, /,I/ ,') , N - - '�p '- 1_�, Z, -_ � '112t � COMPACTED PER THE PROJECT SPECIFICATIONS FOR STRUCTURAL
, I (_1 , ISO __, -1 I
- " - � 11 'pt, " - ,-,., -, , 11� - I :1 +76 1 3 1 1
ALL EXISTING INFORMATION SHOWN ,/,,�, ,�, �_ I , ,�� / 1� ,,_� I 0 01-11/1-51, ,� 11 " , �, � *_ -� \ 0, 1� :_ 1 29 8+59 BACKFILL. THE UPPER 3 FEET OF BACKFILL IN NON-STRUCTURAL
/4�_ 411 _�, 11 I �_ ______ --,/ / I __ 1-1 � �,- - --" --, � - -� ­, , " �_ ,� -, ,_ 1-1,� 11 , 111 � I
,> � \ , , /�,, " .,:,��
/ , �'6 1�� - 1_�4L,_-��,Z -�­, -�, " I . \
It _ ,_ I I I = I 1
HEREIN SHOULD BE VERIFIED BY //4��_ /n- -,,o , 6: � � 11�� \ � 1<, ,;�, � -� -,, -, , �- ,,, " - 11 \ 6 1 M, I �, � AREAS SHALL BE SATISFACTORY SOIL PLACED IN MAXIMUM LOOSE
USER. C>& 4:? , "P r, / \ ,*�C'_-, ,�, __ , '� iZ- -�- , I '--;, ,S�- 1 I % \ LIFTS OF 12 INCHES COMPACTED TO AT LEAST 90 PERCENT OF
�, , \ -_ - � " -, f_1 \
'_/��, I/ / '� `-', - - �� ,,_ -, -, ­ip, -_ , -� � �, 7� �, �, m?6
- - I � / - \ 1� li, _> - , I - - ,�. 4 1 1 / c_,�4 � 'x THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. I
V­ /1�1_' - / I- ;Z1 I I- -1 - Ab_
I -
/ J 1, � -I.Y \ Z-- I " -, '_ .�,,, -� 11 �, 1� 11 - , I
- I - _/ ,�- -, "D - i I I 11
) -- - � �, __�� � -­-� -,, ,-Z- - -_ ,� 'J'�- _�-�,\,6 1 ---�j /,,,, / / \ I I \
,�o " �� / 41 \, _/
'0 .;Z� .,> - C� I,,, �-, , 1/�,/ 4 , � 1
1-11-1 / " " � - - -C<9-, - - ,-,, I
Designers Plan Certification: 1�1 . __�__ 1��, 3A- - 7 / 0 � - � \ I - ��,� -, -- -,-I , � I- I . \ i I � 11
-1�,� ,- - \ __� �,," I
11 1 6Z, _��,Z��-�,_11, I
'I hereby certify that this plan has been prepared In accordance with the latest 1�� + \3 \I- C-,��, 11 � " A - -,-- -- "� "\ \ - , I /I /
/ - , " , . � 0 'i I
<', , "� - - T
�_ ',R �/y - --, -� -� - -- -, S �, ,� - .'� 1 , �, -� ,- �4 1� , / � r
__Z___ / - ,j #4 13��
- , ��,, �, ­� 11\1 F, -, -, -� / I 1� I I
- G1 , , , I � I Y_
//J� ­/,�- ��,S/, � I "I N , - 11, / *Z() I
"I
Signature: - �,�� , __ 1-Z. ,`7� - -� I l,;;rl 1\ *� 11 --�y -, 1\ , I _ , I I �t - ��, �, k 94-2 , I I
1� 16, 1 -
11 '/ !. �, �
. �, � �
,
I
, " N, , - I - I J _,_�� ill:
11'11�j ,� ///,/� //t/ �_ , " - 1� I
New Hanover County Ordinances and Storm Water Design Manual." I/ I I - \ I "I,
- , , , " I 0 / I
- q., ,,� �,/ r - � _� ,Z i , I—, . !
// � \/I, , (3 1 1 , I ill
Printed Name and rite: 11 y � 0. /S, �� \�' , ,� � ( i L� � �, lu, " �! I
/ I �1� -/' ­'119 _�� � �� I ��,- � , 1 - -1 --�- �­ .1 - , I ,� I - 1� ��,� I ,\ " I
Date. / ft,/__ . 6,>1 - " � '\ "', --,'� � 11 '_ ] , I", 1� " " I I '11_" - - � ­ , % -_ � I;:
/ I r\ . 11 __ I I ��) 4$7 �1� - -, 1-1 �Iy 1;� 111� I \ I ,-" -�!'- 11 "'�-,,,, I . �, -, 11, , 11 i I /V-i- 1?1�
, . , ; A ; i � tq�)�
. - , , I , - ; � � :
, I �,� , I " � I � ,; I
Registration Number / ��\.) /F�k, ,�, / . 1__/ <� ,_ ,��'�_�. " " " ,� -, " " � - i , i i . � __I,,,)
--j i� I I -, -, �, , " i _� I I I ; .1
1z:Z1 q,��>, fif (�, , I :?/IV 1�1 .'� � "I 11 -1 - � p, " \ . - �,
,,
-, "I 11�� 1\ "i, I- 1\ I le. 'Z� 1191 -
1,\4��,v . ,2,� ,� '�'6' - C,"/ _Z11 1 I �_ , " " , I , P
Property Owner's Certification: ��, jy �� ��-Y"�\ <,� %..,; /1_11 ; , " """ I 1 , ­ I I 1� I
till - /,J,�, � `l` _� � , I., . I
, - �, � / - 11, '1�11 I " .�,,� 11 ­ ��, f � _,� ,I , i � ,
^%1. � 1\ .�,,� ., >1 :1 A
1\ ,� , , �' 1'*,� " �' '' V�'­" '."I "I I
We) hereby certify that I (we) am (are) the current owner of e property _Ar�, I T - I : , , 11 ,�­�., ,..,!!:��­_� , .< -, , ". I I , ii �
-
,
that upon receipt of 'Authorizotion-To-Construct* any dearin gracing, 11; / ri�'-,�� �T' 7" 11�� I I i 11 11 11 ", , , I I I I , �, .
on� .___�Z 1* - I 1� ,t,�,-�_'*,, V 11 -1 11 I I "I ) 1� � . 1. \ �� Ili I
. . I �
construction or development will be preformed In accordance with is plan and /�,_ I �� _Oiz I `1 ,\ -, ,e , I I I 1\ - 1� -1 �. 1� 11-: 1� .1 I � �,, �/�,, 1, / i 4q I I I
.
\,,, �_) T - "I 1 \, I ,�, �� �� 11 1� I 1.\ i - x ly� �_11 �, , ,�� I 30+ 06,
.
that the 1plicable ordinances and rules of New Hanover County-, e State of ,� r 01. � --, - " '� - -, I I - , t , ��- ,q - I
hia wid line Fedreal Government and its agencies which re hereby /PC 19 I -,4- -,,- ,- �-, X - >�� I 'Ali \
North Cui 1 -Z� " , I � � , -, -, /�, N 1, � � I J \
made part of this plan. As the owner, I (we) accept full responsibillity for the t `�, 11, 1 ,, �� ill 11
_IQ I " '41, �, � " i ,0 _Zp
- I '<�, I 0, 1� / . ,� I I
I i�� I 01 I 1 , " , ", I 1, I I I � ry \
I
� _�:61 4 C, I/ 1� - 1 , I ,�... �. Z1011 I : � / \ \
- .6,01 1_?11 , � 1,� I " )a, � 1,� 11 _ . I , �" �' / '\
14,�,, /�' " : I , , �� , -;� , -- t I
, - , I ";q zz� �� " , , . i : \
construction and operation and maintenance of the proposed facilities. I (we) (1:1�� � - _�_ . i, I >,
will not attempt to transfer this responsibility without the written � - - ,\ - �� , (:;,��, , , , � ��, \
I , � Z, , I � I 1. ,,,
authorization of New Hanover County." I" <: 2� ; 11 �/,_, I., �� � Z�, � , \ , Nl - , \ 411
I __ � , , .
.1 1, I - �. : .
� , I `, , ,
13 0 60 � ��/,_ , , //I 1_ //z�, �,//­, , � ,�� ',�" " I -1 ", � �
0 30 ­ -il-, ; - I �', \, �, " .11 11 11,� "� � kp �30 - 1\ N
, 1­1­11­1 ­1 — I ­­ � � I < <,-, - , , �, ,�,. I I
/ � &� � 7 �� . I ; � I
,��-;,- t--/ _1� -�-� � " - I - _'_,�` I `�. � I , _ \ ,
I I ,, �,- � 1"� ! 11 \ , .. `��,­ ­11 i - : ,,, � \ � .��
- � � - - * I" . 14
Signature: ; , '�� !; ­ � I., ') i, / �,, : , 1, - \ - �
I I
" � . I
­------­'--'­­-­ rr 11-1111- ...... 1-11111-1-1-111-1-1 ­­­­'­* ­­­t 1Z., ,� --Y,�,, ,5_� ", � , �-�, - �� ­ /,�; .,::�_ " I " , -. " ,,�, -, "'. ,F�, �, - .
"; I � I , I - _ � , ; I ', P ,
T-1-1-111 , _­­* ­' - _,_­ , " ,� � 5 , I , ­ -_ . I � I
: ­% i , -, -r- t .1 ­/ . I . I I , �, � I -- _! .1.., . - - 1�, - -1 I I -
� �, " - T -I-, S I I , ,
,
q I " ­1­111.1_1_7 t , i� � 1_1��_, ­ _; __ --�". _� I ,.; , ! __ 1, �, _1� N I,,
; , t L., : - ��6 �1_ � I Z - _:�`�"­_­ "' , - I �� ���,- . , , �jq �, ,
j '? ` 1 r;,,,,�� "� , , ,��, _. - ,
Printed Name and ritle: . � � , , -,:� . e
t 't / 14' / -(q S"
I � _� .1 V " z.. �,
1 U! b I U'1R'E3_'_'_ "" A M"'CE- ' "-'I'- ' __ " X, 5,6- _­ ! _: - 1­1 : L � � -
L-./ I _3 A(*, SCALF`�: I INCH -, 30 FEE'I' / ­ , T -
� - - , - .." ,�_ _,� 1, , �� I _ " - a -_
Date: - I i - - - .-
___.. _...... . �___=_.__=____=.:_=__=_ ---------.-, ___ __ -�� I .-----.-- � fil I ­­1 ____,N_rt'._1_ _- - _.�,
- __I =' ���-.---------"-,----.,-�,�,�-,.-.--,�.�'..�------..--.�,.-�,�----�-,-��.-�-�-.��-��--.---�-,----�.-----�----.-.----..-.,-,--,------,-.,-,�-------.--�-�----�.�-.-.-� .... �,�.��,�,-.-------.-.----,..--�-�.�.�,-...�.------.----�---------��-------..---.�----r�--.---�,-- ____ ­­­1 __ . I ._,.__:: __ , ­­_­­!_��� , ­ 1 2_1,2. ___"14 x L __ - _____.�,__.__
. __ ---- � -1.
�
-�r%A� 2-1 1,2�0% 5;
ColeJenest
10% 11111ft-AL
& axone
Shoping the Environment
Reolizing the Possibilities
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
809 Peachtree Ave., Suite 102
Wilmington, NC 28403
giO.397.2929 Ph.
910.397.297i Fax
CTT Job #6729.00 Firm License Number: F-0113
f %40
LL.
LLj
F_
Z
Uj
A %
1�.j
Ap AO%
Vj
LU
AM, 110%
k:j
dow"k
U
.j
105111hL
U
Z
=
C)
LLj
F_
A* 110%
t%.:) U')
C:)
Z Nr
00
0' r% W N
kl:.j 0 <
W W Z
j
W _j _j
:2 �— 0 0
LIJ 0 W
W + >- <
0 < �- 0
Z =
Z I =) 0 �-
< LLJ M < W
00
C) Z 2 U)XZ
0 D >_ -
W (!) 0 q- W ,e-- <
',-) Z W 2 D 0 c-q
I
Z � < 1114" im I.- U-)
CIO
0 W 0 r*% U U-),o
LL = 1.� W 00
— Z 91
U) — 87
—J W F- C:) 2 V_ *
alwimm a- Cr . . U)
,
0 =) < 0 04 -J * 0
0 0
< M u Z CITO —��: too , ZL)
CN NO: 1602
DATE: 29 J U LY 2015
REVISIONS
Kj_,�
�,D`

i I I . t
� I
� - 28+47 25+ 46 284-62 ,?8+,70 [-�,7 - - - ':"'r­7'?'- - - - - - - - - ____ �_L I - - - 719-A'r I
I I-----
284- 55.5 I- -7 28 + 91 8`,94-"`=7- - - --,�*M�`"- - - - 2 -1767 - - 79 774 F - -, � -; - - -__).�-_ 7 0 - - - - - - T---r� - -It I- -� I I
," 29+ 65 / I', /- - -1 i -71
w
28+38 11 _ - __ - __ __ __ - - "I - -, - ,I , [ &V 24 " I I I 2:8 t 40 , 6 11 1 1
*1 INV 24" GRA VE'L 1
-, Rr"p = ; I I I I I
T / - !Z�qL - `I I, ,_ I / _ I ,-, Rc,p _- I I ; � I I I I
, - _', I,- . . - I - -1
I
JD�Tl
re
VIRI
.
I - __ _._ :P _� ___ I DPIVE I , I I � 5r
a - - - - - - I - - - - - - - - __4__ -L-.---L---- � _,�?`l -1/6�� L/ E � _ .-
.__ ( 'SI I . I - __ . I I- - ;r--j- - -
-
�"4 i � *. 77 -
"' ___ �_� F
"' / I � ! I
I --- - , I SID I - � """"`!�/� _r I I Of
­ --- - - __; - - __ 11 , ­r__*_, . - . . - . . . . - . . . . I � i �� 314.__ ____...___-1._=� - --=L--- -, �-- Oz IT, I
r1H=___ ­_ �"E_ -_- "n- *: '"
,0�4�_ 0 -7---. __ " -_ 7 �_ �Qk,�=-_:- --- -, ­_ 0 1 L90v/E e IINES
___ � ___ _ ,- - - - - - - __ _. ._­ - .,-. __ ­ - - , - _�Z --,-7 ,__­=7::_ - _==-_ArL-_­_ I -, . --I -, - - � �,J, 1_ �_. ��Zz�_�,��__ - _4()__._._, 1 � 0 H E _,� ==, 4
�w____=1'__,.___­ - 3HC, _____ --­.-'1i0 ------. __9H;:, .,---....-- .______11H0 ___ __ - -, !t_fn (;HE- 4._ ..
- � - - -.---4-. r), . --- ----- -L F��:;:��_-- - --.-- !* E, ill le
- __ == it - � ... i - L
- 4:7. --4--
I
__
, _w __ __ __ __ _\ \i�l-.--��--�-:�,--:�-�-z�-�:=-- -
�� - - - __ __ - __ - - .. - __ ,; - --.--- - ------ P,HE-­­­� _ =:--- -= 914_E-�,7,7�z�-_ -_ _ -..- :j" =-=-- ---- -_ __�__ -.:: =_ I --- �� =_==-�-'r, ­ =�� �
- z­3HD _ --- I_ _.___ :� _� - I - - ._1 _ _ : .� _ __ __ - - __ , __ - OHE = -
- , ­ - __ _ ; __ __ - - f , I 11 - _. - ­_ -, - ­­�_. -=. =*. = =. =4 = -z-4,,=� = ­='L2,� __,BF
-7-71- � _­=_=:::_ =z __�1: _=__-=_:=-1_.�­ , =__­ .. ... - =7-��-�= ��J-. --- ­- I., ---- - - - - - - - ­ _ __ __ _2& __ __ - __ ..-,, - e I _:�� ­.=:_�'­_Z41 -_-:: . = - � . -=' I
- - -'----' - ­ =_-�:Pt7--� - - - - _., -_ . �-- _7- ­ -­= �-,_�-- -- - ­­------- --- -- ------ -- ---- ---- .­ __ - - _ __ - ��_
== _- f - __ZE _�,_ __ __ - - - ��_. _:7=_ _ _ T - -.--�-.---"--��----------,-----------,----�,-��--.--. - - ___,___ - - ­�­­ __­ __ ­­_ , - 1­�.__ �-�­­=Z-:�_--=--- __ - ��,_�
1� __ - -1 - --- __ - - - ­ - __ __ - _ __ __ _" - - - __ - ._ _ - - - __ - __ _., .- __ - - - - __ - _.- - - ­ - __ - ­­ __ - __ - ­ ­_ -...- _. ­ .I.- - - - - __ - - Z_ ... 2. __ __ -1 -== 7 I-------- - __ __ ; _­ , - - __ - - ,7- _-6- - a�
n �=­ *I,,- - __ _ - _., _:,�t�', -, _ - ` -� . '. .- __ .G _�� _� �1_ _=� "_­��___ i=_ -__+z;:­ - �__ - - .___ -
_. - - ___ _ ._ ,-. - - __ - - __ - __ - - - _ __ ,.-" _ __ __ - - __ - ,--- � __ __ 1� 7 - - - � .. I -
�. - __ _-, _ - -- - - _.
- - - - -,- ____1____P-6__ __ - - __ - ---,--=: ;, - I - _ __ ---.--. __�_. ,- T -- - -_ _�4�___
­ ­_ __ .- 1­1 .._ - - __ __ - _­ - - _2 I! _­ - - - - - - ­ - - -,- ;�� z­ - - ­_­4- - __: __ - - - - I - -, _-, " =_ . '. - __ �__ - __ == � :_
­
� __ __ __ � - - _� �_
_ . ­ - Z::: ­ __ - ­­ _", _t__q=�� z - -- --- ---- - . = - �. - - z= = ,­ ­�
__ _= = - I-t--- ­_ _ - / \ �' =7 ,;;q - ­ z i
_5____ _ -, -1 1. _� - ,,� IF - __­�_c.=�� _!-t- - ..
-1 .I.- _ __ - __ __ ___ .--. _ __ _ _ .-- __ - _ _. - --- __ _ _ - __ _ __ - - . - -1;_ - --\ V -'-- - - - -- - -- - -- ­ ­ -­ - - -- - -- -, -27-- -- -- -- -- --- --- - ---- --- __ --- �= - �� -Z - _4 _
.­ - ­ - - - __ __ _ ___ _. - ____ __, - . ,� _ _� __ _ - _., __ - _. - - __ - ..--.- _ - - - - - - - ,_ _. - - ._ _ __ .-- - __ _., ,.-. _ __ - I I _.�:_____ - - � " .:: - _:,_ - -, - - -1 _ - "_ = �, = := = =_ �� I
- ­ _�o "I � - -- - � -_2_-9l_________1 I ­.­ --, ­_-­�- -- , ­­-.- ­.- __
,---- - - - -.11 ­1 - __ __ - ____ ____1 - __ __ - ­ - - ­­ �_-­ ..t - - - - ,.-- - I k 11 _ _ - - -
__ - \ -1 __ z �_7% _ �_ _ � _______ -T--.--.-- .-.--.- - -�­�-­r­_,__­Z� .-
. -.-- -, _­ - - - - - - -? - I-
� - __28 - - -_ __ _ --- - - __ '::e.--- - __ =�J__ - __ __ I— ­ ___ -1 - __ ­ "- - - --S. - ,­ - ­-, __ - - - - ­ __ __ ___ ___ - - ­' __ --- -- --- 28 - - ­ --,.-- -- -- _
- __ - ___ -=. I __ _-_ �t­ - ' �,77 . __ ___ .,-. - E 7_�Z�7_
__ - 7 ___,_1 = ... �j­ ­�=_ T"=-7-' ­ '-f --.�­, � ­_ __ .T- , - ,- _. - � �1* - __ - - - - - __ - - _�? __ � ,
___ - .1 - ,�7,:�­;�_--.-,= -- -- -- -- -- ­­ 7- -- -- Z ­ -- -- -- --- -- -- - -- - - -- -- - - -- - - . �, ­ I- ; �3 _�9 .
�
. __­­ ­_ - ___ ­_ ._­ ! � - � - , - ,:�71 --- T - ­�7 T __ - ---- 17 ­ I - -
--�:L -­ ­­ -7�=­­_-_4Q.­-__._ =­"j-, '�Q­ ­.� ­­ ­­ __ , , =-- , ­­_ - -----' -:_,;n_�w_:-Z::,L�-��- .��- -t7--F _., =-- - -�­��­7 - �, I ! , I � -
, - �_ _9 - - _ _: I
-­, ::� -a- - -- - ----- ( ��7 'j_ _ 7 - �� �
-- T ­- -­ T ----- ­ T --- zqT - -­ ­ i - __ , � r­=­ T - � I _-, - _ -, - �­_ ­­ -, - ­ - , T . , ___ -
. -1 i "--- ! ­ __ -1 ____ -_ i _ _______-� ­ 11 - -/---- 1�­
_ - ­- - -1, , � � - �
2
--.-. - - _... - _ __­ -­ __ --.-.-, __ .­ - ­' -1-1 -,!�t9_. __ ..." .- .­ - __ ­_ - --.-- _­;?9­ __ _­ __ --- ­ - ­ - - --I'- - - ­ ___ - -, , - - __ __ . ,,,, _�_j 7- P:::���
-
_��,__ 1-1- �� z=;; , . I , . __ I __ _­ - __ __�tj_t __ - :�__.­-_­ T--.--. -,---!' -­_= -, �__ _ :::._�2.9�. .-; ��­ =_ -,-T----, 'r--k_1;t_--.:-_-, 7-, =1 --'-* ­j� =--- _::-_:­� --- -- -- -- - - - - __ __ - __ ____ __ ­�'19 - - �_�_ T__Z� li­ ::7 __ ,
. . �=­ _-=-��_- ----, . ­1 __ - "�6�F_ _ __ - _­ - �'<_ . A 4 5 T. I
::::==�::��=_ z - - - ___ I
__=_==_z__ :::�= ---Z=- - =�----==zz===--==---,:z�=-=�==-=��----��-�-� �__ - �_­_ ­­��­__­­
, UE CLA Y RD I
____­ 11
- , -
� ,-- _ -;jQ- - - i::z�.____._= - _
, _____ .____­_ - � -
_=_��Z,_ _.!=
��� - . ­___ ----.--��l.-------.---------.---.�..-----..�.�-----.-----I
,_ �, �
- _ __ - __ -
- . : ­ -1
---.�.--...---�"---.-,.--.--------�----------�-----.--,.�-�-,.�-.--.--�---,�.------ __._______.___.__,______ --���-�"-.�-�.---"..-.�-�----.-.------
-
'_ J-UJ17T-1707- __ - I b - 0- __ , . ------------
S-M I I AD S.T. __7 �_ ,
\�-_:­­­­ ­,
/V -,,- ­,
-<� 1, - _1 -
P(.p
i
-------..-, ­ ­­­­ --- --------- - -------, -- ---,----- - -------.--. - _--___.___- - .----.-..-.-. _ _­­
//Vv
- "?,v " /
­­­- - __ _.- �� - -f:--
____.__._____ - ­ __________::�._________­ -­ _.______­ - _.__­_.1­­_­ - ­_­ _ ___ __
- - ��,___ -
­ ­ _ __.3`i_5:__- -- -- - -- ­­ -- - ---.--,-
- - -- __., _._ "'.
_______1 - ­­11---.1 -1-1 ______­­­1 ­1 1__­.._.___­ ­1 ­____ .-----. __ _________ - -----.---- - ­_­­ __ ______
�;>;, �
­_ I .
0
��
_____ --"---
�
­ 7 __,�\_-
.­ -_�
__ _��9_ __ _� " prx> Jl
­ I
\ -
______ ---. _�.�_,29 .... . . ----------.-.�.�-.--�-.-----.--,-.�------ _1K:::�___1_______.___ /
_____­__­�7... __/ --A46�7-'-P&ST
� 1 '_­_____________
" ­ _ ­ L,
- ,
,___ , __ - .
­ ---f- -----=, -,­ = - ��
. _ ___ ,�9� - _­­ �..­-,' -�­-­,,�f --- =---7-. _-­­ -�= T--­ _; �­­-, - x -­-�,--�-
___ _ - ---. I -.--/-r - I
i
,-P)- __ __
. __ �: _1
-
-=:, - ---,.--------- �'Zl __ -
=__::,___,_,_____ --.-.-- � - ______� �­_ - __ - __
__ _ -,.--.-,-,------.------�--�.---.�--.�----.�-.----.=--�'------=�----
.,____­_­__.___ _ ­ -
...--- -I _ __ 11 _.- ,.--.-_ , T,,� , Z7=-_, Z. ,2z
T­ --- 1 ...--- - _ ; ...... _-,-�­7�1-i'i_ :7�__- -
-, __ ; -,- E7Z�
I -
-.--.-.---
- --""----"-,----,,--,-"----,----------"--,--------------,,---------
. - _____ --- __ - _==�: ---:
- , - - , - ==.. =` _ -
'Si� - - -
�_ .�­z�!7 - -, - � 7-y? == =-z- - �= -
, � _V2 - _=. =, __
= � I I I ­1 - .­­ -1 . I � -i I ---- - - -
.--- -11 t , - ­ T i4� ---,T � , -�_�_-�_ ­- I ---- ­­ I --- - - T -4 -, - �r , ___71_::r­­�Z�_ .C-=w - zmmm -
5�
- _� =.. _� 6, __ - ,--,* ,­ ­ - - --2-S- --- --­ -- --- -- -, -- - --- -- ­2_9-- - - - ­­ -- - - - -­ - 4-' - 'L ,_ L_ ---, -Z-1., -1 - - ___7 _=
. - - \ / =­ ­ - 7, - - __ - - - -28- - -- --- ,,-- - - __2_9­�_ - I - _��_= - _�� - - __:. - 1)= - - j - -:!:��-�- - � �_ -
- , �_ 2r 11"', - i � =; - - -.-- - - � -i = �_ �, I _­ ­­--r _ �9_
-- -1-- - ­229- --- -- -- - - -­ - _ -_ - - .__
I - _ . - - I- -
. ; P 11 I -I' - _ ., _ ,- .. - - - __ - ___ _..., __ - - IST 4.,O, M.. -­_ !�, I � � rd ­­­­�_ �_ zi �, ____ --.--
. =.:- �4��!, ��.4.1i_ -: . .... �b_ 1--t 4= �P-7--�� -2 ._ I.:-- ---_:,-:_:T,.- __%_ 2e- --- -- .4..- ­ ­ I 0-, zl=,� __ - �_ - �L -,- � �_�: 1.�;; I ,______�
� _ _
- -1 - -5- _ . - _ _ -, _­--��'�­- - - - - -- - - __ _�.q - _____ ______ Ll��
; �\_ - - - __ %_­ ­ __ �,-�,�T,-- -- -- ­�-7-6�, ­ _=_ . .. , -, *-. - / __Z__Z__ :-- _______­______4�7_ 7 - __�,_. 2_1�_
_ _ .. _ k� jE) _� ­ 4- - - -1 - I _ I .
! ,ti A I - - - . ­Z 4_-:�_ - ­ �
'1 � . - - 71 ��__,* I ��, ___- -- -2-S -, -- - --- _ -1 ­112-16. �­ � - __-, _­ - - ___? B
.
.
­ ___ . . ...... � - __ - . _ �1, '! 4 ".. �_ . � - - - - - - _ - ­-­­­-­---- --------- __
- *.: �__ - �_______.___,_ _=�
­_ . -il- _­._____ - ;t ..­ ­._-11.___,_­.L_' I , -­ �� _­ ____ - ---- w_'_- t:;- -- -- -- - .- �__,: = ::�� : "' 'k�- --o�
. I .-,----.--. - ------ ___ -- - - _... .­­_..__­__ _ - __ - - ____ - - ,
- --- - ...1. ___ ; � - __.- __ -_ __ - -- I __ -- - _:�r__ - - - .-..-. _­ - . I -
­ =.,?p _� I , % " ,I- - ---26- ___ - - - __ _- _ ___ - - __ - __ _ _... -.-,...- - __ - __ - , -1 __ - _�16­ - ___ __ - ___ - - __ - - - - - - - _ - � I __ _2a��_� ­�____29=____� __ - - __ _: __ F�_=i�%71_-R,, ____
I
. ,Zo. 1= '. el �, - _. - _-.�,/ - - _. -kl � __ _ __ ­ _- ­2115- - - - ,,�_ . :. �7 __: -_�_ - __ _.��/�_. _. - _ . ,?6 - _­ - __ - - - si, _�<Z_ = t�� =_ - - -1 - ;��,_- - - - ,-I ----- _ -
- - __ - -30, __ - - - __ - ._ - - ._ - , - - - _ . __ - . - - =z - - - - _ '_. -
- ­ - =,7!:��_ , = - _7 � - - -
N � - - =,­ - - - _ _ _ - .:- - ­ ­ * - - - - - - -_ _-NL _.&
I - _ -, - - __ __ - --- 2-7 -.-- - __ __ -__ _.- � - . -I----- -2 "i, E � __ - _::_ - -
\ - __ __ - - _ - - __ - ___ , , ­-, ­ , �_� :;P:s
,e __
Nl_��­ - - __ - - __ ��8 - - - __ __ 2,6-- - - -- - - -- - - .- ­26 -I-, --- -- -- - _ �T_;_18 - ._ - - 77 _ - - - - -1 - -1 _*_ I = _= - _
L z - __ --- __ __ __ - - __1 __ ­�?8__ _ __ - - - - __ - _��"�
, V_�/ -28 -- --- -- - -- - -
IN i I ') ,,- . . - 1 ­­ - - - = ----40�- lz�iv___:
I I 1; N li � , _� I - I �_
,�- �, , 11� I t ��__ �, ._,j /, �\� I �q\ . . - . . ...=!r - - - " . -
��rn L ;I � -_ I -M-- -,--- . .
I � :� - __!� :�.�
, " 51 'OF
, �`w
�
_ _�W
- I 11 Ii I A I I - - I-- - -- -- - f
I f I �, ,,--3 \ r �� - - __ __ __ -1 - I < _Aq I I
__:,
-1 [it _ 0 1\ 29.52 /V xl-j 11 - - 11 I� _�� ,_ `
. I lfp .2
_ _ / ­ . �_ . 'M - _w - -
RAPHIqAL SURVEY BY __
T H. GOSLEE & ASSOCIATES, PAT, n
1MAR 27, 2013. ALL EXISTING 0
0
�,
0
i,
I)N;;,14,�sFrown-REREim-sFoTjL-D-sE ""
. '
1) BY_;�SER. 1_)r�
I 0
i I
. . , - -fb_._. - . . -
I - - \
! t--- - ' ' - 7;�r \
. . I _�__ .___=_.Z_____-_- _\ v- _____ N \
-= ­ �;=T __ _77 I -�-I� : _. --- - _'_ -__ -, 1 _7 , -------, -_, ---' _- *-' �
�,f. �­_ --- - __ _1 - ___ - __ .- 7�,
- _ __ __ - j
.t- .-,. -I' , ­ . ..... ­­-­ -,-.--...: - � _� - I, \ I/
�
'�Tl - -z' 28 -_ - __ ­ � - __
- -1 _=.,:::,_77._=:___.: - - __ - 1,
,
- - �_­4- -­­L;..�= = - __ ­', - = - .. ­ i,i \
- - --T­=-- ­.,:____z_, - - -Z � I
t=�._TT= -z- ­� , __ _7 r'_�_ z_1 �1�
�
:,� , � \
- i, ,
5
I �
! I 11 .� i I I I � . I ; � I __- - i
" , ,
I . .. I X6 � 11 ! t � __�__=_ __54�'
I I ; a I I ; I " - - _ . i i­-,
I � i - " ---*' -41-- � ! 1 --j+�­­ I
t I I i . -L- , .- . �,_i - - -- - �- ! \
I 1 . - , - , - -I - ,___ -- __1 I __�*
; I I , I ­ I` I . , -- - __ - �ff�- - , , x�,�-
________._ - �______._ 4- -r-_� , .- �_ _=_.==i=� ­�-.L-:�­­ _: - _�� r-� - _-____L__ _.. ______ - ______-._
_ - I 71 ­ -- ---- ­..­.­�_ __ _:;��,_::Z� - - __ � _i5�_ ;.�7
I
.
I -- ____. __ - - _40"_
I 1 wk ­ ! i I ! `5 z::----
Z4 " . 1 6 ! � � .
.
f 5 ; I I -, - -��,:, , Alp
INV 24 " 1 'cl I I :32-� -:-:- _��_::,
I i 1 R I I I � - - - ­t
__ .- ! � I - _:::�
I � . I
. . -_ . I I i I i , 1
__jRC2__ I I i i t ___ I
_ �r� -_ . ,--i - - ------ :::,­111f�
I ,;-,-,- - ----+- -*"I-==-- =-------
- *��___,_I[ - - ___ __ - - ._===______ =#=- __t_________ I * - I
., "I I.. - __11 i _______7f_ -T ! -77 1 =1 � /
_\___ I , w , - I I - I �
- -1 '`91+_____-- _1 -__ - _� - - 41- -7 + -
- \11 �, - .- - --- --�­- "I ;
I --i�­­-4--­ ­ - - - ­7g '�!­ .
- � - ,4 I -
- � - - - :�� --'-' * - -_ - 21f - -
-
0-V -, , .,l, - -4-' - �.. �� J� -1_zj-� = -_, = = = =- _----�_ -/,
- - - -----+ I = - - - - . , )
� � - - ­�--7­­ - r_ - 4t-1-= �__� - P-
- _�zr -1 ;�� - I - I ,:::�:_� ! - ___-* ,___-__,-:�7±­,�-. -41 ". ,- - " - i T. -
- - 4- , I - ,-,,'r'r,
_AhL:TP'1r._ ____ - �_7_17�`t____­ I , -,., I /-r, ,-�5TI-T--�,/_ - i __ � I ��
. I- - ­ \1 .
:I-- __^ I I . � S", I
­ ;, ) 1 � I: � � , , I ,�
I , 04 -)-?- 1- � -F� 6 I )Fi i �:) it ! i ! 1 � , - -
I ­ �, - ILI IL ; � ­��2
.. � __ , _ ­1­ _., ._ - L,__,____4_ ----------- ­­­ _11___LL_. i- c '_.­­­­.--­ - ­ � , --:, -
'4 " i
INIM liv 9, ow I I
1,%ffl%_9"),`t`.ffA101
i i i , it I . \ k-1- 01.4�E INV I I 11/1, = 50 1 I, - 4/_ 1_\ I � I . I I
� I I . I/ - E___ ­_ ­ _�_ ,�, - - 111 ') 1_' . I
, ----C-) - � L__ - - - - - - - - - - - - - - - - - \tt w . ."��, /I I R�,�l 1 /
,�? � - - - - - - - - - .''
27-s- 62 1 "I -\ I I . I-- __ I - . . =1111 1=11111 � � ; " � '\ ; ��'_ I 1TO
I .1 ___ ­­_ /__ � ,��11 �= \ _/ _ I �
\ - �� ,_ .
i � ?d i� 5 i / ole, 1\1i, 28+ 59 � �r � � � a .. � li
/ \ \ 1 � '__1 ,�-- "-'�l . , 28+57 1 � Q \ `1 �. I 11 I
/ If '�8+ 54 (11) I . ! � I � l � I
\ . EX CONC -e 2, 1 V61 1 29+38 1 1+ I
r- I I Ni I--,' � 29+17 1 \ , ��l
I A- � L I/ ) \ \ I WALKWAY I _11�� 3 � . I,- 31 VIAL 29�1­ 0 1 1 29-66 I \30+ 14 / I ) I
I--- �, EXIST. \ ,I I if ,-1 21 - I I � 1�11,
\ , � I-- N 28+41 /�� i. ij I 29 1 I �� \ / I )\
GRA VEL \�l 11;, _/ 3o 1 1
DRIVE I r- - ---y- - --I 56 1 _j �� 31.29 H 51 - � ) I !I
__ ) I I _v I O' W10E BELLS Y) TH I
:1-2-1, - 11 A 11
I �0 ---,N A -1 11.7 -- EASEMENT I - I
I �� 1 r', ; : ;,
� ,�.,� -P�74- - -.1 �Q I - ­1� I , � .'­ I i - � -
i . Z I I 11 - -
-
� I 1 �r___��_____1__7______:__1_�_ - 49 C l. , ri . ____� , ,r,?,A �7f. 7
I \ i"' � _.� - I ��
� � �, " 11, 11 ".. _>� ­� I ?,; , J I 1.-;� , I , � , - 111-111-- ­, '114 e� ; �, :
1,* -_ �,� , - ,, , � " I �;% � � " � * / ­', - .1 1, ­ I I � - ; J % ; i : :r�7­ � , -1.
, � I � � - ,� I _�,, �/ . / I � 1_,�'. I " . �, I I I ­
11 . 11 , I � �_ , � - , � I . � ,
� I
`% I I 11 1�1_ "' I , � � �. ,. .11 . _,_: I I I - " I .:, �� '. / , � �
­ ­­ ­. ­ " � - ­ - - ­ - - � . ­.. . . .,.,- � " � " �
I �, . ;� 1. ­ if-' � . .
V ;,7,-i.q;­, - I *** 1�'- 2 " �, I � ­`01F ! � :, .�
I
I I �111 �_ 8' 'IX ____­ ,--,- .� CI�D_ ";iii 11 i y � " � 1�) LI) 116
i I �, _,�_ � I 1 28+ 8Z I t
I � I'l / 1\ Io ��� '31�8� . I �
I 1 I H
� III `k/
1� I EX ** / � \ 1\ / / I \ \ 28+ + 76 ,,I, I - I
- il?_ - - 1\ I I � `­_� ME�rL / 0� 1 28+42 SDMH8 \ 1\ 29.60 ""i ,,,.,o 9+ 1 \1
I / H / III - I -, "
0 / 1� 3D 2"�. .31, JU
\ . - �_ �u SID \.1 .. ­ It 2-9+ 59 j lt, I
lr-l� \ II � I
H 8 G ,\ r- I 11 8+ - - - - �_ = iiiarp .33 -1 I \ I 11,
I 1\ I -\ I I I H I \ I /11-1 <011\ �, " 1� " - - - 0 DI29 (O 29+49 . \ l4a I
,
� \ \ I I ) H 'oe #^ N /8 / \_ � . 1\ "I _*��, I 1�1 0 1 \ I �0 k"I , I I
C) ', I / % \ : \11 I- � 40. 28+22 11 *l I I
%,i� .26+ 5 1 'j \ � I H / / 1\ \' �, " "I \ 1\ � , I - ?6+ 92 1 \ I , / I I
I it *to / 1_� "7�, ,I 40, DI1 SD H4 \\ I It 11
"I "I 0 1 --,A .0-I, \ ,I LA -, �
� \ \ \ EX CONC / ,��,Tl At �- 11 01 \ ** .* - - kP I . / 11 I -1 �, / I I It, .
\ ) i � � \ WALKWAY � "I Ar / ,, \ +,91 I / <_11 t 11 `I - - - 28+84 \ U I[[
I /I \ 1 4 ,% �A / \ 28+26 __ N I " Ln III I / L
t IIZ I- __ 11 1\ -XIM-L
z \ # . """'l ,--- -- 1�� N "I I
I __� \ # sIbm / 11 < - ,\,\** 4afto. * 2 . L � � � � I - _?_Q , I( I -1
26+ 72 "I � \ \ � I L-1-�_:��Te �_Ii LI) X , �7+ 93 27+04 . . 1 29+ 12 �- - I— -- - - � Ill I I P.
A / <Z� . . . ���, I
I I >�\ \ \ \ - '%' / _2�a , 40"�"'\ 1 \ / 1 41 MR '4A41 � . -
", \ \ \ I *,** ,\ / � 1\ . I I ( /
�_ " 82 , \ \­ \ \ 11 *#* "I /-- 28-- _/�, - � *+# \ . I Ul ?+ 40 DI3 I- I � 1 29+ 15 1 A I
. \ \ - \ / \ I 0 / � ,9+69 � I
/ I
\ \ C 0 \ _1\ Nt ' RD ** \" - I A 0 A _____1 I /0 I I - -
I\\ ./ (') \ \ 7� *�13 DRAI M H N ,� b * --- \ _:�p I I -
\ 11.1 '1� \ �_ �� \ "I 1\1 10 7 *** 1 ,14 Bc 30 �6 /_ - 29­ / \ \ 1 28+83 ll� � � ", � I I -
\ \,, \ \ - ��,- \ \ 2 053 4,1� � 0 x '%I, *** DI1 6 2 30.641 1 .1 / C) / \ 0- R D -O,e- � -P I / ) I 1
26+31 ,\\ I * , , � * * -30,78 28+ � , 150 \ 28+70 lya 13a . / -
\ \ \ ­ .------- t 111f,
\\\�\ \ I I '\ ** Z- I % 4% 1 ** 3� 29. 2918 ".., / - - I - _� '_ =19mm-.fmmmi.� - I -_ - J1 1 .1w_4&)29A 6_)
\ \ � \ 4 #* -30.06 / I 1 767 1 � . Ili
I \ \ I \ \ 29.02 7', � . / 30.8.1 . t L_Lxa�_ L_iT __Zw -L_ L..11 _Lk I ,0 I'll I
# 27+55 (5), / ag / I I / -,I- -- - 1.
\,\ \ \ I I* IN 0 sl�e /11.0) / * 1 29+45 -_ =1 1 , �11 -.- i
\ \ ', \ \ \ \ 1\ � 27+40 / 28+37 1 / I I GAS ,--� I , ,,,
\ \
\,�� `1 \ \ \ \ \ � )l 1\ \ N - N / 30X4 D.I 0 I I I /­I,� I I\ I � I[( i
26+39 \ I __n vND2 1 ^ \
" 1� \ A \ x - , 1�= 0 4 3(iA M I \ 28+59 r% � 11
\11", _7+ 8 \ :�_: - -, if �m TK"' D 2 3 **#/ 30.12 \ I
\ \ �, \ ,-\- I /Z - "'I 1,,� I\,,-/ *** I � �*,!,- la� I RD31 - RDO I 0"
\ \­� \ 11 *+* / - � z � I -- I I t "
-1
\ \ 'i1_4 \,, - 11 \ � I /-- �< -1 *** / I I, I I - I �__ I \ 2 . 6 C4 1 28+ 82 \\ I RIP32 _­"`�iRD9 / I I i
� \ \ \ , �\ if I I \ , _­_ _/ - ­
.3.4 30 ..... �, / -- - I
�,,Z_-( 00 \ + 18 � 2 \ I - I I
\ \� I- / . �1, 1%, 11 11 . _._ I 3C.16 \ \ I z /\ I C q it
- : �� � I
\1, - �_� I -, -I ­641 Glo - 28- A t I I
�__ \� \ �, \ I .. \ / 28 + 69 - - Z _/ \ I 31 0! = !I
- - '1�1 I \ \ 11 I � 11 *4,* I ` I' \ i - - -- - 71 - ,_ I ill I �11 X69 , I I I i. 1 Ai
- \ I 1, I I I I w1l - I - ll�
­ . \ " 1� - __L_L,4J o � "4111MIll � � miililiiiiii; =0 � I ! I
� -
� _ i " I I . i�: I- � 1.1;.w I I It,
- �� 11 __ ! I i I � . �+ - ­ \ ­ _r \, , I : i 't, :1,5� 1 1 � I
' ** RD20 ) i I 1�'== Ill �'ixr A q,*� woei.iii - a M-'-- - wo /im wn
I- -, - �\ / \, \ \ " �. , \A, 40" __ *J* `� � ,,- � k ei \
", - --Fr,- - - ­�� -,�-, I I ; 41#� \ 4. -
, ,,, \ - _�' 2F - 80\ . 95 4 -i-- - C ­/12.­� �\ . -- ,- llk� 2_9 130 Il� OL
_� \ O�� , , __ 1�� U 1_t. - t -, - A I ­ \ I I
" - , 11" i 27+ � T P "I
, 1�11 : "It, I " - 1i
I i 2 Ivu - __ __ k / ,
\ ' * 7 ; led
/ � I #* 4% \ \ * __ , -1 ,_ I, .�__'�_ i i I tvlj
/ \ � # I .1. ; i , Lit 28 �L I � I ,,�,)r �
/ / 1_1��, I I _qr
-1 �_ �4 ��, Wei � \ ! \
/ / "` , � � I 1. 11 11 I I I \ �� i C--) ,
-1 I� / / \ , (� 4J# AC RD24 . I I I I I -1 �1,1 I � � if'
11 `,\,��,�� .� � \ .1 \ ! -11 I .
/ / / I, \\ \\ 14 � ' 1 i C\2 I !ill
I- ;�� I " 1\ 4%��. %_ - _ _ 10. . 7 5 1 RD7 I R D 6 1 \ RD5 I R,D4 I I
/ / I , i�05\ All 010 __, 41F i 3 1 \ � ---I I I , �
I , -, --6,\ " � I � 29 \ 27 1 1 1 . I Ot
/ /I / , � , , ��k I ; I ��L� ! ."'! 11:=� \ \ I 1
, \ \ I - t i I I t I I
i 1\ 1 S%� ** I I I I J ; � , � '. ILL
� '2')3-\- 00 F­1 1� I , I I t�
/ -, . 1\ \ -, ��,- \ t, � . __
� " " " '� '�� �_ 11 * I - � 'C"Il _­l I '� � i e �' "' - - 74 11 �
/ \ � I I _ \ I
/ � 47 ! = 1 -4-82 1 1, __ - ,
, . -
/ / i \ \ ,�\ \ * Is "t i I I i 28 1 - __I L , I
I 1 8; I , 30.7�1 1 1 I zo- 67 ", - I I ; ­
� __; ., '\ 26� 80 ­11 ) IT I Y_ � ft -_ -_ iiiii6�� ,,,a \ , - 29+ 31 � i I 'r
/ -� I � wl- \ - � _� \ \ -\� ,�� i-) �,\/,i 1 , � 6 8- , i �,
. I 11 -, <51,� \ - - ,I�
I ,�, � - - -L - - - --J1 - � I I � I /
QD 11 - \ . 1110&9�4i � . I
\ \ ,
I . ­­ � \1 _­_,� _ I 1 r - I - ; t I ; I ,
I " - I \ $ �, . I �
��Ii�, : -,I - I I - lIII, ** ,..l I I I
! - 1% - � I ) I
\ \�_ �%_' " 1, \ RD25 ­_ 1_1.:�J_�� � 0 pe ta 4- 4 " I .---! i I
I --,C�,)/'o - I, , I "I - - ,-- \, \, 1 82 1\ A - . I li� . I I i �� ! � i i I 11
1, , , , - , �, 0 \ \ ! t 31, *1 I I, I : . I -i "--( I jN
I �
1\� I ___�� ,-,,-,, ', �� \ \\, 1, 41f%* 28458 ** I f�D \ 1 1 I I - 'Kim-'aw JL I tj I-- I I $I __ I � iii f
* , 1
1 T _�_ ­ ­­_­­ X42. ,Dy F-,:,a
L
-
\�� I,\ 11 '� " ,,��-\ \ ,\ \ ',�,�\ \ W \ \ *% ! _. I . � �! � ,,j ,�*, :��_ F!-Ipl -_ .ftt 11 7.10 ,., _... M 1, ,,I
11 1� "I , \ ,<�, \ III 4111� *% I � .5 � I -
11�61. , , \ \ \\, � � ! 4� i i
\� �, - -_ __ 11 11 \ \ \ \ 11 / \ t *%* IdI I \ I
,,, �, ", �, `I 11 " '\��,_� \ \ \ \ ,I I, \ i (7 P) I ji -- i / 1 I I ­ I �.
I . -
-
-
I, 4 \ \ , , \1 \ i - 13, I \ 40f � *#* �\� . -IT P) � 7 1 I i I ,N4 ,/ 11 ! 0 'I
I, 11 \ \ 1, 11 j ,��, \ \ \ \\ I \ \ �'-,\ \, '& \ I I ** I *** _.I I _! T 11 I* I 1 130. \� I 6 6 I I 11 , M�/ It �
,� I , -
`��n *� \ i I _­_i - - - - I - -__ . ,P63 M � . ____ � - I
. \ ' I ! , 111" - - l.w. -=1.,1;: ­ - - - ;; 4�_t7;j�J;F - 1-1 7­1 7 1 -
11Q -I/ -7- 7_1 1 7.,
1:_�, lli�� 111A� "I / -1 �', \ \ ,\. C�_ - . - - I T 1jFI - T I .
- \ \ \ . " ,-,, * RD26 it !I .!rv1Di'v ! A tr, Dr`i
, *** *
�y_ , \ ,� t , , " � r),-"-; `
\\\�_ _;O� I \ �, It* 27-t-- 40# _T---­[-4-FRD - . R i \\ I -
,�& \ I I I ­1/981 gI -
N '\ " 11 / " _�_ i;2: ,�,). 1�� \ v�� \ '�11 \ k�1_6+ J9 #4 27 D.4 _5 - 1 1 a JL,MA.J.L I %./, , - '_ I L I I 1 1 , ,
-1" 1\ . I - \ N 1, I \ \ ,,I \ ; 1q9 \ � 1i I- - la-L.- i i it - I 11 131 83 �11' 31LOL I \ 7 -- -'I I Ill
\ 1_1� / \ \ - � OW 1111111111IN L�_ . - I I I I
�, x \ / -, � \,p t, ` 40P 28 - "I I -I - \ � I ___r_=_= . L_ \ \ /I I � 1 l 1 -, I
,-\\ \ - \ / _,� \ \ \ D 1 8 W ---, ; . .4 L - I�l - It
- , N \ . " \ \ ) i \ \, \ I &_ I n 1%, / -I _�'- - - T 284 ,54. 3D.60 1 L 1��, I � I I
1\ 117- L ,ell 1 ! I I I
I 1, \\:�, \ \ " \ 'I i / I � \ \ 400' *40' \ �' , ,.1 � I I \ 28+ 7A 1 li I. I I
; - �
\� 1 Z_ `Ii " \ , I \ 11 \ 4,1*, 1
� \ \ \ \ � 11 x � I \ I \ \ - I \ 28 + 34 +# r- - 4 V� ___�_ j Ex - -"/ L Ii
­1 \ �o� 1\ \ � 1�,_ I I , I ,j) ,
(',4,�_ - \N \ �� I � , �, \ / I \, I \! I A � 7/ H I .�
\ \ \ \ , � , ,,-- V�,\ ". � I " \ 11 - K , I
�<, - \ \1 \ \ _', ��,�, / -\ I /I I Q, I ) __ - - -�'9,5� 4le *** / 21t 93 \ I I I CANIV 4 1
//n- -, & , \ \ � \ � � ­�, 27 -?V p I
,
(�j(j�_ _11V 1�> - \ \, I N __ \ \ / I I t
11,i;l I - I �11"\ .1\ \ \ I / - 11A)l I/ _j i i I 11 \ / "I �, k / 11 27- ,ip� � 1_1 (�� / I I
_\� �� \ I I , ieill, ,
!i\1 It-
__
- -
11
I , I I L � - I- I - - - ___ - __ __ - - -4- _... __4 -.:7 --�-. Z 1) _.- --- ­­.'�� - __ .
- +_ - - - I. - _ -_ ,X___�� ��_
4 - - FI i - - � -VICINITY MAP N. T. S. L
:_ -*- - __ - - Y_ y _.__ __ _. _, , - 4- - _-�_-_��,--;-)�`F-
"
I ., 2e,lze.6:­z­- 1-- ­26= - - - I
I � �-/ , 1 -2. __ +_ -, ­ 1� � )
x I
. 0 i . ! 1 1 "
1- , I __1 INV 1 - ,,Z 'i I \1 �,
IT � / I I , 'L' -"\, - . I 7, � -LI __1 I i . - I, 1 L4INV ��
. - . - . . 1 4 - - - - � -,�,t� . I -- .1 �'� �N_Mp ofl� �_ I , A -
� 1 *2'7 .... I ii I - -+-- ---,. - ---I - - 4 - ;,. _. - A 0 V '
I
I I \ t r , 4 1 S;� ��'. 'I,
�
I K , . - I � - I 11 I I
. I I � "I ,��* I I e -
, Z I �
I I ,/, (I . � I � 2 114- - �� 1 I . I �, 1 �, \I
: ; - � - 19 - - �17 1 1 ,.,
5 \1 �-i � .,�, - , - - I �/ _' - ->, / �,,, - SURVEY DISCLAIMER
, . 0 . I - "' � _�� - -
I , L .. � "I ,27+ \ . I f�_ �_ x I I/ �' �/ I
�i� I . N I �fl � , ", 0 1 � /I , // ) *r) .. TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY-
; ______ - . � 4 , , L . .1 " I � _�/ I t/",!;
- � , � ,; � �, � - � ,,, ,, ! "", ,. I A,
-
I ", 7- ! , (., ." � I � �.�> � . . � "I il � , I I I I I 1 ,8 + - ..., � \, � TT I ILLIf - SURVEY ISSUE DATE FEBRUARY 11, 2013. PROVIDED
4, I � ,,�, r � '�_�"`. --- 1, 1. - ­11, � 1\ I I /
, .
I I
�
� 1, 1��,­ ­_-"\,30­' . I ,� , li I I; I ; BY BOB M. JONES, 513 CHESTNUT ST. WLMINGTON,
, 1L. L � . �
. '.. � ` . '. I " ll. '. 1, I �, 11 . '. �11 , �l 11 , I I
: � "t".1 1�, 16 4� ��': I, 11 I I I NC 28401, 910-763-1941
11 I I 1 4 , , 1�� � I ;' ,� ,4 /
I I - _/ I . �­ �,.", �,i'­'�\ � ) I I I
.
I I . I ( I" � I w \ , � I I � �, . ,., , / ! ,
- I � : / I
'. I
- - / \ 1 ,\.,� � �,`,"" ,x " .. �� -11, I I I, I i ,
i I � I
,
I - I
I 1 I� I I � - , L__� �\ �, �, r ,, _� , , " , o ,L . ,k) I I j
I Il �j I � I x . , It , '' ) � ;,-+-/� I _
.I- I I , I
0 ,�_ \ 1.1 � � r , �. ". I 1. I
I I I ."' ' \ _.". 1, �, � %.'. 28 78
� k " L �, ,�, - . - � I f `,
��"� I-L, \ C '�,­jl, , ­ X I'," � I :.
,� � L ". " "I'lo _'' , �,_., I I li I DRAINAGE AREA DESIGNATION
W�/, I \ �1' ,� , . `7
. "I �� , �1, .1 . �,
? 0 " ­­ I ,", D 1
\ 97 -
I 'I I I C) �., I ". , �
I � ". ", I "., � 11-1
L- .''
'1� � I.X I I." 11� , I
, ,
I
,
1� _�_ , 11 � I I
I . I .­ ,
I
- I I I -�111 _
V � 1�
­ ,,\
I � �
, q -� I I _� I �'11 i - k I
K'l 41 - `Ili �/ t-I \�_, � I '/'­ 2 1 I I � -1 I - 1`k�_,� . � 11111111!IiIIIiiiIi m IIIIIililiIIIIiIiI IIIIiIiIIiiiiIiIII DRAINAGE AREA LIMITS
.
- �: 1, _­' , . I 11 I I I t I
. I I I �
","; � I I- �
0�,�,�__ �':.4-N,o�"4-�-�,--N..-65"-.Nor..-.!".,-:,-�4"�,�'..,.",��.I ..... .. _ . - � /Ft- " / � �, � I `�, , I
I �, , ,,, 1. 1� ­1 f , I , �
1 � i - � I , , , 11 . 11
it I � / , , , I � I . I_ I'.: I �9 I I
. I i � ­ 1:i2 t _� "o li�
i k � , - , ,,, . 1, I __. : � 7 -
\ " I I . I (I i;i - - - - I I ; I "I, ,
� V \ :: I 6' i " �,, I I
/11 . /0 21 � .1� i I � * I
at C � ,,/ \ I ., -1, = � 11, . ....
C') D - - _4 , i ..,
"
III \ � ,% �,''. . �.; / I r �I . 1�_,
Il 1'.. " 1� 1 ,-, I \
" ,,-� \ I., 1� \ 6 � . / � � I � ". 1-1 � _�: I
2X+ 93 rlib N 'T' - �6
.
\ � I \, \ , I ­­�, I! N I -
,
/ I_j 29 9i +P I I
I I I it, rC( �_ -,- * 1\ :1 / I I , I
I ,3' � I ev" \ - - - - - - - 2 - M 29 ? � I I I I
k ?+ i * / I I I I
t w :$ I I �
j k 6 \ > " / / y C 2 I I, I , I
Ili I It, / i w / 1 3 "` 0\ I I
I I i 3 / 11 0\ '
� , , It NArUOR, L GAS N AN ,111
ll, 11 ; I \ 29� 47 11 � I/
Ill, 11 I �\i lim I= M I t
­/d �, I r 2 1 \ I I
11 � 1 51 `i ,%- --I-- - . -_ - \ �
I 11 11 I I \ I / �
� 1. . - / ), � 1 29�+ 58 \
I., E I 5 \ I
21L26 P 1� / 0
1 \ ... . 1� - . - - i - I + 4� 1) x x � \ .
C 0 29.12 -
, � 1
6 61 / \ / I . I � I I ��
I I* 1! - - S?8 _. . - �g- - - � "I INVI
�
� � i �� - A I I "I 1� ;d
. . I 1�1 I I I 0
. I I illI! I I 1\ INV 29.38 U
I - * � � I , IN
__ I X � /�J, I I . 1 2
/' I 1
6 \ � I / � I I I it
/ \ - 6+ 18 \ 1 . / 41 0 I I If -
9 241+58 1
1 1 1 1 __ __ - ; /1`31 / J+ I ��l 1� I I �11 I
� L I L", __1 - - - - - - \ If ; . I I (
7. � �6T 7- I I 1 116flt
1 1
1 . ;
=­7F 1 I I I\ \1 1i I illh�
I I I 1 : , P I I I it\;l
'!I! 11 I I ? \k , �, / I I
L I It 11 I
I . 11 \ I . , , .
�Tt,)Ai I I , �_ i /I ! .I ;
I � I I . I I T ; Ij it
I -I I / 1=1 \'i 1 , . ; if I I 1
�r S � �, ?,k / I I i4 I
I � - I 21MI � � \ , "� - �
� _1 I 11 I I 1 - I �
i I __ ! I I r; I -.1 i
, I Ti � I . �
;;! - I , r , �, I I I 11, �;
i ; � I � I ; ; I I / I it i
6 i ; I
, I i i / I __ , _` ­_­�� � . . ! '. � ; ; � . � 11 �
1i 11 !if 46 j;) I ! N ! �
Ill., _l�[` _+�11' � � 10 " , . i - --i z ! I z /
27 101/ i ; 1 1 ): I I � I ", I
I . 3 I � i I I
. 11 i ; l !I t I /
. ! 11' , !
� � 1 �,�I ; \_ i - I I 4__� -_ - - � ; !j�j
;'' ,��, 1.7-n- - I � I I i I /
" � � ; I I I
- I � ; I . � ". ; 1 , I ; 29+ 1 It
,
� , I ; \ ll� , i I . WI
>v/ 1 bi i I, I t ip
� 1 i Li I I i (, " I �\ , "I
t�.
�,,� V I ____U I . I ; -,- � �, 9 + 5',' 11 I I I �
. �
, i i �l " I I I � I I , i I ; I I
I
�! 4i, i!,; � il 1 / � 8+ 25 i i j 1 \ ­ -1
I � I 1 1 i I i I I i,
I I I I I
, �i�j�14 i -.. I 1, 1 Ti I!'; it Li I 11 ( I Ill I �,. ! It � \ I
_ I : 1, I - , i ,_" ��;,
I ;1 . 11/i !��_ , --- ,1%
I i,i it �! I) I I I ,� - I : F, k\, i
�71 il I P. 1 0 j�i "� I I .
, I �Si,
I ; I �1 ! : !!;i
� I Ii I I
! I i z ;i � I
� i i 41 -4 Ili ;!�,' I !� I * ill "' ] li . I
i � i ;, � . t IZ
C i �I w I
, �
I I � I I ; I � I ,I t I I
-
11 � I -': V.'--e ip I i ill 17!i f 1 Hi �� . ; i 1� ''
i , __1 , ­ 1 !I : III I I i I! I I - i
1 M F:Ptl I Ill 1 1 ! I I I _IiI
1 � i ! ---I ____t__ A I __ 1( I I ; I
� � � v )"* �__o -.4- -_ 1. ; . 1 1
1\1 � i I It r I 11 I I I : � I
k1x � i I f ; 11
; 0 2925 1 K I I I I 2Sl+ 4.3 �
twoli � I � w I �� 1i ", t i I 1
1
! �� - N# 0!!� 1 1 mm!!� r1f r�) I I I 0 0 Y. ! � ',I !
01 � / I � I I I -1 =
i� 1 \ 0 FIZ, M r"I 0 1
�
n I - . t- - I " I - I I 4
�71 - I I
!,.,. -9-,;� - T I
I T
7' T I I I
I j I 1 __ i �� I; 13 , �
- i4i I - I � "
I ; 11 I I ;
,
�� 111. 1 � i I I I i ! \ 1 1 :1 1 1 / I I I
� 1 I - i i .--. I
/ 1. if Ill I tk:t l 1; I 1
. I ; I 1! "I
/ I , , I I � ! I !it , t 1. i
I I ;
, 16: 1 � I 1P 29+ P0 i I
/ 11 I U I C� I I . V) i
. I I 1);3 I .I'
-ZE t . I M t I 1 � ! I I .- ; I I i
: ,-,i 1 F,, I I I i �
I pioi i.-M ! , I I i , it
. 1] I � I I 1 1 1 1 1 I I
L_ I I I I % �
1; !I \ �l il I I I . I I I t 11 I It
I 'IT I ; I \ I I 1, I i / i I I i I t
I i I /
'I I I 1/ <11 I R \ �
I : C I 1�
ILLU i i I I a 2c�- 25
10 -, �. .11 11 . . 1 14 11 I - � t . I -_ I
I W:,--, \ 1%, I ; I I I I \ i
_1� \ I N - `I � -1 `1 t"�, - i ", ... P t�) Iz. I i ! I - I I I t
� / ! I I I ;
/0CP \�-, -,� --�5, "s, - - / / �11 \ \\ ,_ *4+1 "I -P&--- Q A/ I I� i : t I \ I' I I
\ - - , I I I H 1 1 -,
�/, " / / , \ I- __ - _�p \\�' I i I __ : - - - - .io;,�� __ " ' - - i - / 111'�� I I I \ t
_� 1\ - - __ /\1 - Y, \ 11 \ I . - - ! 1
11 , , ". � - ­­ ---24- /\\\, 1 / - - 27123 I i - - - I - '\ I I/ . :! I I I I r I ; I I
\ I ,I - - -
\ \ �'+% A+ 221\1 / _Z I I \ I /
I
__ , \� � , 26' \"I � 1J* - Mi r1.0 ( I ,� 28 + g \ �j Ji ... I i , I
:� \ \ ,�, \ � � RD28' i - I I I i ii I 1 1
", I - I "4,_ . I � ! I ;I
W-6 'I L I
,
/ _ -, 1� /\ , 11�� \ I I/ 4 I? I I I!, I !I I I I - L - -,4- 1 1 1 ,
11 \-\ �/,_ � RD17 * 27� 47 / : 1
1 ,� - -- -- ,2P � > 1\11 , � -4 �_ ! 1� _I ! If I: Z�5 * I I , �
\, i / \ Q, -1---i- - I I
I I . I f: 1; I * 11 I I it
I
/" , \ - "I 11 - I � / I 1 i I I , ­ il I ! t
"I 1� I I " I , I - �� I __"f '.601 / I / , 2,54,67, i i I ! -4 1 zl� ,
/ / I I \ ,�9\ I I 27-N 27� 39 1� . i X. , , I, , '�,_ I I I --- ti _1�r (I ill i
/ \ 1\ \ I I _j / I I i I I I I I :: 1. I I
// -:P6---,_ R1 D 3 IRD2 I \ I 1111 I i I" !I i I I I I I
I , I �,� 4,4,,�71 1 I I
\ \ / 11 \ I / \ , *#* �2 4-1 // I I t
I 1\ X I \ _�l --/' / i - �, 10 I i 27+ 46! I I , � I t III I I , . I , I
�� � : I . - � I
"�� I X ,,, i I I I I '\ I I I � = � I I - + � ,/ I I . I �� I I
\\ \ 114Z, )- � r - - � L= / /.1 / _ i- I
- ./ , , I \ ** , I& I �_ w I I l_�,� 5 " ! I I k 1� 11 . ; � ,
/ - / � I I I I . I 1 1
- - -, /. - 1\ I �
- - -1 0 - � - ! - I a I I i�
, - i� ii niijil 111MI 1 4 = . v )
- I ', I - I : I .
I t ! ti� i ! I ; I
�fl - --I N � I I I I .I I N., :11,
_- - , - - __\ " , I I I , L__ r, __+_ . �
I \ I I I I ' '7� 1 1 1 I i
, \ I \ no= 1111�= I ./ \, / TEL. r7 il, I I U7 I � _* "� lul I
/ / - - __ f I - I ; I I vw=�Mw lw=�Mw I Now\ i r '"- r - ,
� - I \ /­ -� ,P � an Imlil 'row Ill ml ' I 2/;' - I
,�_ 1-1 ___t�_­ _�� RD16 I I .1 41 9 ,, -� Ill I
t � -,\ ,-:: -Z _� -1 __ � Nl � I wl;� / 11P
\� '-\ ­ �, - -, I--- � \ I, __,� \ 1, . - ZA, - \ I . - I i I ,-,�20 1\ I., � I . - �
I / 11� , '. � t , " / I 'Itr I ­1 1: 1w I 11 I -1-1. - I I I -;- j7! ' I
. �
I I- i I � I - , - ill h 1 i \ I � I �;
- - - --- - � I !Ili i I I! I i \ 11 i it I � I I I �
,� , , 1\ I - i -L IV / / R` I I I !I i f` i
. � \ 26+ 85 � I ) - �'-_ I � I 11 I I 2�
�z ,� I II ,I I I " , ,/- I \ I . ,I I , i ------i - r I 2M . I / I i 1 291­� 36
__�/ / - -, ", , -\�- 11� I '�_ -37 I i i / i � ill I I -71-r i I : i � I I I I
\ \ / 11 I < / \ 27-46 I I /, '\ i / , / I � : - I I
- \ it 27 ! \ I . . ! I �o---- I 1 -�--4- I I I S I tl)i
I \\"\ <\ \ / - ". - / i IRD13 i / � I / i! I � � �� �'. I " z i ; . : i I
. / _ - - , \ , I \ I 1RD11 \RD12 ,�+`qq ! I \ \ "I /; \ i if I I 11 I 1�\ Ill I I �Il, . I I t I � � i I
\ / /, - - 11 "C' 11 vi�\, 1�1 \ '�,\,� � 1,� lr� 4(1 1 \ I I i _r i I - +10 � . - ,� 1 11 __ I I i I I I I I . I ! V
\ '� \X / '� " , ­1 . 1, '� ,�- _ / , I i i � I - Ill il . I I I t I I
\ - , , . / i I , ) - 2 � 4_79, - - - il \ , I
I I ,Z', , ; I 1. i I t I t N
,,, \ ,\\,\ / - ,,,�, 11 I\ I / / � i I \ \ / I : it -.-- _L: � ! I
\ ;
\ \ /
1�__, �
\
I I � n, !it I . AM- r1\7 I ,\ ��777 1 1 I I 1; I
- ! 1�1 , t I I I
\ ',<� 1, 1, \ 26-1 14�1 1 \ I- I , � � T i;
/ - -- -,,;-, - - , i I KI) I 4 1 e I = I . � I i 17)) I ; 1� I
­ �; I
, I., C', � . -11 ; i ,I 0 _ - U , ; I
'i 1�/ ,/���� �, ,7 , ,'- \1 I \ R DI 0 ,, 15 1 \ I -E-Ull b I I \ 4 1 i " ,
�11 4�1 � � " � �� ,,< \ - __L_ - 1�a� I i - - IlL_ - - - - J_.: I \_ I I t, I -L--,* 7 1 1i ____ W35__ __ __ - I I :r � ,` �
1, - __ __ � fi - . i =
- --.--. - 1 1 . !Ilill i , 11 I x --- . I �! 7 I
. -- , , I k .. . !; 11 I -1 --v I I Ill ; i �
/ /* I / // ; - l', - - . 30. � � I rzll� i
I I /. Y\61 , I -, d�), 11 -I "�V -7-7- l�' I : I - ---� C ; 11 : I " I I
\ I ,-"z " - ,,, ' " I_ i, . 4�0__ . �) L,�(wjl �� H , I I � 11
\ `�,--� -,;,, , �1_ "M -, 1 3 / ::::__1y
'\ I I , I t,� \ \�k' i b", - --, I\ v 3._1 Tr ----------- -- =vT lu� I I ,.� _,_____L_i , 0001-��, I,j � � � i I i " 1 i ,\i (D ( 1 ! I
I ! I , v ( 4: " � �
I - . I. \ , \ ' -GAS- 3i) � , I i / � � i ll�
- -1 I I � ! � ? r11 ! !, i I
\ \ � "I -, 0 1 _:._� - j 26-, - I . I ; . % . i
,,�, - __ , .RD----0-' - , Iff) 2B __� 12 1 ; ;
- __0 . � -1 i I ; ; i
0 \ I 1 � \ '\ \ 4- t� ��, N\ - -_ �\_) - I j,L" ­; R[) i -RD I D _Z� - I t i I v -1 i 1�_�,, 1 il i714V ,,-�
I l , �"\ \ ,�,, \ \ "I \ I',, I— I t I D_ �, I \1%; I I Ii," 29. 1/1 - 1-1-1 -1 I � i if
- ,
\ \ \ �_ 1, � ?_7 __ ___ - i � ; I - I i I D I ;Uz�_jl_ __ . . ! w I I
. \ �, .IQ- 11 \ I 1-z 11 P W " - -D Lj I �K I I I r
\ , IZI?�� - - - - i � I � i ___� __ 11 . � I "I I I : r1% �D R�� i I I - I ; ;
.
I \ �,\ \ 71 kv I W - I i 1'6 - 11!L I - I !_ --,,I..-.- I - I'- " D ­�r­ ; I tt I I
­>-1- /11. 11 . . I, � I I \ I I �
,� � - I - I, i N I i �
�
� ,
,
, I
, I
, I
, , I �_ r .. I
- I "! I_- - - - - --I -W-. . - �_ I :!! 1 I I � I 1 ;29� 57
. F_� AQ . lit I I t � t 4 1 1
- \ � - --- , I liN I 11
\ " \ \ \\ , ,� ��01 1�1 11 , I
\ ­`( , \ \ � �_ " :: --- / I
" 26_48_ 2:�-I- - / 1
\ ,
"
,\ k�', \ , \ \ \ _,- -, -� M, I / (�, :,I I . - __ I I " , I ? - � . I
\ 1� !_,� , " 1 IF1 I -, L, I i 11� \ 0 Uj , ! TP I
I HP 7- _ , 1 I 0 � ! I : � .
11 / \ 11 - l -) Z , -) I I I - --, I - � I I !I I
I _,:;l - /�_, -1 �, t f I I I " I I ilit., " ii I I � ! i
I
\ k , I ­ \ "- -,\ \ � \ , i t I' I - I I \ 1 1 I! I ; .
� 'Z� , 1, I F* __,­-�� I - I i 1\ I � ;
I I
\' \ \ , , � I , ,�l � ill I i I vi - 1. - i N _N I-, I I I
" - , . I I - I / '__11 ;; 5
-�,- U -� - .�� .
.
\ - \� \ , , �, (�) � - . 128,V 1- I ./P / 4-- <1 _I/ , I I! I 11 � i - , I I
1­�� . I- �, 11 ll - I - ! !it \ 6 * 7\,---, . � I i � I
I \ \ \ __ - '_ - - - _-t ­­ -i- I "" _�_' 0 1 , 11 I I ; I �9+ �9 ;
\ ,�', 0, \ \ \ I �_ I- 2 � f D, - \ - I - I - - I --- � i4 I ; \ , I i C, I 9 I 1
_1�7� ,� 1� . , _t L>j -1 I 2L�F;]:z � _q< 5 � A1110W 1 44`1_� A 'll I I � - _.
`� , 14-, - - '. ,\ 11��" �;; I _____t_ ,� Z_ . � i - - -- - - / �T h 128Y I I � L i . . : I
- - C.) I � _��?111 " *�>\ 10. � 1� _____ - i "Rll�� / - -_ I I \ / ), I i
,�,_ -r, <,� \ \ ,_ I - - \ �
1�111, '�� ,�� '<,,,- - 611. A;�� 11 \ 11 I- � � "'� I IF __ I � __t__M� 30 --------- __ 11 / I\ III I i OD I 11 I -� 1 �,!
- i - ------ j!: I - - _t��,
1\ I-S ---..-. -j - / ! � I�l I -;-- - -
�, - -1 I -�-- -- I -_ - r I I I I , I!
\ __. I ,� - ______ 27+ 54 - _j I 1
-, if t . i / 1_�_ I t�j I I - .
- - 11\ - ,� ,Z� 11 11 - __ ,7+95 11 I ___ I ; I . . I I I I I P -
\ ,<�\, ,i� __�_ \ � ,��, __Kl_�,� 16 i �
C�, I , , , - I // ,
1� - � 4i I i I ,I
� , - - 11 , � / -2 Y, I 1 I ;
"I ,'I I 28+ 55 ______ -- I . I _co CD I I :! 91
I
-
\ / )l (:�,, " I. - 1\ "I __ \ �, I --I 29 P R � �g� 15 1 i �- -ij L \ill 1 , t ! I I�i I �� I - � I I i 11
'\ \�lz� I, 11 , � , � ,
- \ , I\ I ,�._- - -- - - , Y, I I I
,I I / , I -_ i I I
\ , _� . - 1� ! I I I I
I I I � ; I
-�§",p 11 11 `1 "I - I
\ \­\\ '\ \ I 0 &0 I I 1 ! ! __0 I I � I � I I !i
1\ E I ; I I .
1\ \ , - � i I I.J * 11 ! ! 2 > ;�j I I I i !,
0 ,\ I - - - ,,, - "I � - -�F6_ - , 1� \ - �, 11 1 '__�7 / . I it
I ,0 - , , - '� D113 _�Co�lmam 1� 'I - - - f/� Co""IC 1 I I
\ 11�_� -;�Z, ,& \ - \ \ ,_ -, 11 `I1 "` \ ,� II \ I I PwF_ - _ -- - -0 vw - -; /.- 1. / 1!� .- a + �L I ­ i � if /
_�P. I I ON /� � � 1 iiiwiii! Imm - - -PIC--#- Ir, a I i
'
I ,\ , \ " \ \ , " OL�- "I `\ `i7� -- i 1 3: 1 'I, �' -i;z- Ili I , I " , I- - Iii! i I I r! � i10/ t
U \:N-, ", _�11
, ; -
/ ,-, I\ \ "I �" �*T '� I �
-, I 4- P I I � � I �
, . " 11 "I �;,o - I I
I
/ <�,, , ,V, I 1 ,7! 11 , I w 11111 I ! I
, � , �\ \ �?o \ '\ 1\ - __ - __ : I I I t��; 4ii ill � 1
I, \1 : i I lu�,
�� \ 0, I,, -I " `_ � 11 E. , I : / / I ,.-, T I I - , I
. - �> .�S, 11 \� - � 1� I ___--��r_`; M) I - � I
r�, - N't ! Z _0 I
. \ -8 ,_,.�� I � 11 i � ci ) - , .
� - ­­­', _. 11 \�z \ __:�vl -,��, 2 ON�� _ - ! "P, .., � ! � � I t , , -- � : I / f �� � �l Ili I i : !�, 1 : i
07 ,
) �- � � - --, 1�� I ( CD :f---- ; �� 1
. � ,� : w --i I - I . I I
�---, - I t V I . , . P" ; "I "L . I
____, �? I � I i . i 1­ I :�t t � ; I � I
- I - I I i ; I ; � : I-
1� I I I \ i I I
7::�\ � tz�j 2�' � I - , � i T1 I T 11
49 1 \ - , - t,- �, �, \ , , , "I" _!f - �� -) I I I >< ti 'I-- I, I z /) w . Ell I �
I, 7 1 _-� AVEL t . , / i I I W i t ___i­ i I .�
I
(___ - - I .j GR I ' I - I t I . �, I /U I ; ;ui
1\ . ,\ \ - 0 "I ". _/ \,'N- I / 1 6 \ � � ; L ' " 1 ' ' '-
'68,k,­;,�, \ `� \ ,,I ",---I-,, �, `I ,.I 01110­011100= ,/ , / I
- "I \ _ 0,-, <,/,/,/ A: 2: ` �',
�\ \ I, \ � �4 1� "I I 1� . 3� I - I 11 1 �'; ; ` I I 11 Y17-1 I 1 2 1
1 x I I � i I � Jil /-. __ �
`� ":� \ 1\ 11 U t U, � -_ )I,'� -0 WER 1` c�! . 9 .
\ "I I �?v 7�� '0 I -I-,,-- .
0 \ ,y ­ \ �p " / V) ,,itkt 0 1 1 _ '16 - 10 'i � I I I I `tJ
\ t �k _/_ lon ,; I - , , 11,/_1 ,�� - I I I I I -1) ------ ---- Z-,--,) ,I ! I �I/ I f it
\ `z- \ \ \ ,,--� 0, `I � " -I I I I- , "I ,_ - - - _-� IUMILM LLU i Z_ i I I 11 I I I 'I �!l
\ \ \ I"`- �"Rxl , " - 11 " : I I I I I t '; .E
\ - -- I i I I I I ;I_\ , * -,� '\ I -, � i .
/ I \ &� - L ' _�__ I I / i 11 I _/ I I I . 29� 50 ! I
- -
I \ \\ I _- \ "I -4 I I - - �_ I / , [ I
­N � ,_ " _1,1 __1___1 Z��- /I 1� I i I __I� ---=-- - I * - I I I -
\ - P1. I -_ '_ < --.---. -, N / I I I I � - - i t 2 ?
\ ,.I �, /,� X ,� ti � I %,�j
I � ,,�, - EX �INK FENCE I . I � _�­,, I I -- , _MLw_____ \ I I
\ \ _Z?$� "_ - - - - - �, I I , I / , I I I i I 1.
47, \ \ 1\ I ,/ 11 11 I I I I - 1i I / \ i I I i 1 I I
\ n -,4- ,- , t)�_ ) lzi!,- IN �,, r__ EX 'L___ '2�+ 93 ( I I I'
I I - i 1 425 __ . ; I i I , � I
I ( / I I �, \ � I I I
<S� � , _�p - , `­ - - - 1�16� \\ ---, 27+91 - "I 28 (5 I I . � I i i I !
\._11,,,l ( . 11 - I- " / I I li BLDG .,'I �� -/ 11 28-F )J 1 I 0 0 � (
\ 0 0< \ \ I I ,'<�__, -,9,, - ,� `I , ; I I x L___� M / �j \ \ te,5t� � = i = Ax �
- ,�, - � \ \ ,�, I I,-
/ -, I _< co I i I I I �
I I �\ ,.I "I I,/ I I � � 4 . I �
_�' I 00 � I
\ \ \1 \ .
/ 11 "I I r i I I I 1
- I I ; 1 1 1
\)��\-�'-25- -I _\ __'_1 " ,� -1 I , , 4 \ _�,_ . � I I I A I 11 \ I I I I I I
\\ \ 1% I I � 2114w 1wr
\ I " - ,� �,� , 11 0 11 2f7+ 66 / \ 2'--84 A-t A I 5D I 11-1 , ! - - I I i, I
\ 11 \ 11 � 94 i � I
\\,�\___,-`, `1 '\ 11 " I, ,_ \,i_ `I �� x -.-.A il I - I 1 il I I I
� �, `I ro') lib \ 11 -, I . 4- ; 11 (
/1 \\ \ '\ I '\ I, "I , 11 11 "I I --- , , � I I I I I I t N� I
� I \�- -, - " I- , 4- 78', �- \ .N . t, 10 ? I
1\ _,��, \ �, '� I\ ,�� ,// . � ___ 29+11t� ­ - -- ­ - - - ii i �
I / \ 1\ �, " 1, `� -, " \ I- ,,-,. / I i '� r �I
I C'�� '\� , �,,,�Z " \ " - - ,Q,, -I -" -I 1\ 11 / \ � _10-r 15 A-.) I I -1 /,I I \ 1"' I * i I I ! i
I- 0 i'll - (__�,, , `I "I / q " Ll L I I
, / - ..", ,�;ir I 11 1 , = I _, 1,
11 " '� "I I\ / I _____ a I 1, /x i i I" -I- I - 12.
C-p- C/Ix 1\ \ \ \ �k `� \ - N Zd+ I- - 0*-4fi90I1­-4NNN0INVM-1\8W" *--*Mir N �> I I I \ i
-, ,->, -co -n,, ­,�, ,�,,_ 1\ 1� 1* / _/ ,� I ,�;j
) �, ,,, , I\ \� __ -11 /I - I it- 1 .2 1 2
1 , , , \ \ \ _:�, "I -1 -� �-�,, / 1\ I I 1 27 � 51 - - , - I I I �
j 11 ,,�� �, , �_ 115�1 \ '\ \ 'I, 11 ,��-�, I �� D I ____ - � � II I
� 1\ I'll \1 //%, //I/ !��<:, --v , '\ '\ -, ,�� , � -_ ------I-,- I IAL ) I I I * \ I - 1 129�39 2c + !6 ,
1\ �, \ 0, ,10,_ \ - "I I\ \ _�`_I 1 -^\7 1 j 1 .1 Q I I
\ - " I\ �\ 28 74 1�__ ) I It
/ I , *"\.\, \ \ 'I ",'I /III / �. N __ I 1 4- - 28+ 16 \ I I I 1 1 t, 1111 I
4 \__ � Ili_\C, -:811 _. - I 1� - ,� 4111 I\ -- \ I I 1\11 , I I , - - � � I .
, ,0 �& I \, \\ ,I 1� , , �� \ -_3 I I :
�1> �, ",- \ -\ ,,, 294 03 1\ - - tp I I , I ! I
/ '5� �� I . / �, -, I il j -I I 1;�_ - __ __ __ - - I , i \ 1
__- ,_ 1, 11 � \ I
1;� -\ 6', 1 1 , I I I
/ ` L_�o ,-& - \ '\ '\ / / �, , I . ,_ " ,\ 1\ - I\ - I i t I I
n I I I -, � .3 - �, , I � 1 1 1 I I I
\� - \ �� '\1 /ft_ / I/ I 1\ �:II \ \ \ - I I � I , � I ill
/ / / I- -zz,, - O/ , \ \ \ \ I, . OU/- -�� ,- , 29 1\ \ -2.9L- - - - I \ I I III\ 0 I I I I . I'L I I I I
,- -I\ \, _� � \ 11:`i5, ,I� 48 el / e', -� "I ) l, \-\ -, "I \ \ I I � I I T ! I
I / , _�, � \ \ f�cllo " 11 ", -, <', ", ,,�� \ I - -r C I,\ i i I 1 I
- / / /,--,/ "� -� I �� I � > .
� *0_>1 \ \ \_ - ,_ I, C:- / \ \ \ i , . Q \ ;( I I If
- "I 11 I I 9 2
( \ � � - N -, \ \ 1` ­�. j,>, / , - "I �, II . --,,-,�,�- , "I 11 --v+ 75 11 \ \\ I 1 7 \ I \ I . I , I ._1 .1 l. it
\1 -1 �� I -
- - - I / I " ,,�I, ,- -, I - I
1\ \ 1\ 11 / / // �, , - I i 0
\ , - " -I, I\ / /// - 1� �_ ,�, -I ,�, \ \ \ 28+5 I I I I \ � ii 6 1 1 1 1 I,
I \ '9� - \I-- - - - 11 '_ \ \ I I I f\ I I
\ I "I I- iZ5�_ - I - �, `// , - - - --:- -,I - 11 I --,i5�, I- III 11 , "'11 '� \ If 1� , , ­� I I � I
k - I / �j \ SS \ I 1 I i i I I I I
\ - - IiQ I \ // / -, 1, - \ ,-�, `\ `I \ ; I \ %11 �
�
\ 11 \ I Il� - - �b'� 1 I /// // -, " \ , 1,�,- ,- %, ��_, /n� \ \ I -11, \ 28+ To I I I- - I "I I I 0 U k-) �
\ \ 16 / // - - - - - '_ -F>I_l ,,'� ,,�- ��> I, "I \ \ . i I I = _r, T
1 -'14 . " �,I' ,,-, `, \ " "II I- - M 7. I I III
11 11
- - ../ / , FF:i
- - / /// I \ \ � - I
1� / - � \ 1 11 28+ O? I 11
0.�,_ \ � v 1 �/- - / / _P; , ,�, - / -1 "(9, 0,/, \ \ I 28+ �21 27+ill 1 - 274-91 - 1 1 i
\, 11- C-51 I 1 1 � , - "",I I - 11 + 7 \ i I \ H � ,?.-) i \ " I
- . I I
S , \�,�,!�\ " \ 1\ %� 1 �_1_15 - - __ " - / __ / ,_ . , 1\ � \ \y' - \ \ 29-F 37 _' \ - / , if I I -- - , I L �\ �< I I I I III I
� \ I- -, �, I 11 " "I' i I
I . � v --- - �� - ;91 - - ,� ,,, ", '\ I, \ \ I -I, li, \ \ 1� / I It I ; :i - -, I," ,o) I ! I
,� . I
1I _____ - " -, -, \ \ -J\ .11" � � . I
W M 1 t 1 -�, - __ I I I ti I If i
\ 1 \ / 1. � I "k .-'-! I I ', I ('_1.s I 2J,� 47 ll 2�� 77 I
I - - - , " _1� I- _,R;� \ \ . - -,�� , `- - , ,,, _-:��, Q­ i I I it
\ - - - z -3-97 - - - :::> \ \i ..4, \ \ ) I \ i? � I Ii 1-6 I 2 i � 2 1 0 /
'\,�q \,,, "6- C�O \ _2)( " ,"- / - - .­�� -11, , -- - \ 4 ^\ _\�_ / I M I . I x
\ 1�1 6- - - - - - I.�'11 , I/ .�� __1_) "_�_ � 11 /_1 , __ - - T i (.1i I A
\ 1\ _P '�\\�_\ _4 , - / �� � -, --I -� \ , \ I I I
\ 1\ //� /n- ,�7, \ 0 , - N i \ I ! 1 1 1 / � I
\ 0", V�:- .�/-�- \ 1\k
\" ___- , �_�� I ( It - I .
.,�, / 1/1 /kt , \ I "
\ ,> "I ,\ \ ,\ I- 11 - " It V 11
/ �� "I ,� I \ (:D Ii
"I \ .�, ,��/ ,�� \ . I 0 R_ I I
/ , -, �,��_ / A \ I I � 'k' I I I I
" \ I/ "I'll 11 P I III I �_ ! I I
A - 61 _�_ � I I 1 11 I 1�
I I
,
I / /,� 6 / // f W., I 1111zz�, - - pqcl I (Tj \ W, , I 1
" _Z �, II, 0-
C"o, ;�,/ / , / \ - II ,�_ I 11 \ _/_ I , I , - ,i, 1 � �
11 \ / / U - _,_ - - _� :: , __ " ,� " ,�,`. " "�, I �� \ / / \ , ,� I
" " / - , '� � `1
"I -1 / _Z I ::::::::::;;;:::;;;;;; � '_1 �, _,z "" \ \ �� I / ,284- 6 1 i
1- I'll- - �z I- - 11 �I I � 0-- . I I I I _i�� I Il
I\,-,\ V_,� , 1�1 .� - � \ � I / �I
,\\ I/ / - - - __ - / ___ _____ - ___ � - __ , - - \' 0 i � .1
/ , - V�9 : - - -", 1� 11 - - ,I, ---,,-- --,��- , ��\ / 1 PIiO/ I I \ < 1, !
( 1� - ­�, ", \" �_ ;�__ - __�, "I 11 - '�,�� _�3 I i - - - -- I I
\\ / `� � \I - / I/ - - -P6`­ -� - \ * / � I I IT
\ \1 .�, � --- - - 1� . - -, �ii__, " 'I ry, -,5()- 1 ! q, I I I � 27+ OJ 0- ' i I I I
\ V& , 1\ - - L � 11�11`\, I 1\ \ \_ 1 28� i " .4 1
/\ " \ 11 _1�1 �, 41 1'�,-, '� 11 I __ - I � 2 -- /
'I,- X / _� ", � �, - -`�,� 2,9+ 0-3 \ �_ -\,-\ 6, � 1, T�+ 661 ,, I I zq-;. .
\ \ I "I 1\ ,\ 1\ \ I I 1I I ,L ,� - I - \ I I . at� 1 tz::� I I I
- __ , -
111,-Q, 11 "1­11 � - �1
\ -" -, - I - �) 2 +\?;kN v '. 6 - = / I I I I
%, " ,- -
�, 11, 1:1� "*,� &' "I "I I\II �, -: ,- � 0 - - - - - , I
1\ A\ \ "I '\ %11 / 1�r - - - _-.1 11 . - i , ! I I I I I
\ // \ \ -\ \, \ /�, " .5 - , 1 (4 1 00 �
\" - 11 _� �_�� A, ,� ,I \ ,!�_ ! �, " Ni I R. 1 ? . / I
\ 1\ \ I- 11_1� '� 11 �, " " - I x
, \�� .- I I I i "I I . . �� 1 ,7 -
I-& ,\ j, \ \ ,5z 11 __ I - 41 " " :� 11 I I I 1� 0) 11 I I �
\/ ,- �, ----: ;_: ,,,,,, ,- " � \ ­�\ . I V I 1 I � ! I 1 , / 11
\ �� / -1-11 _Zizr__4_____ I, -, 11 ( I ti -\\
1� ­'-�-, 11 11 `I I 1*11:
,+,,,, " " _1<� , 1;1'�'\_ I -
\ jf;�, \ \ ��, - �, 11 1� I I 1I I I _0 !8� I 1 1
\ f, I \ ,,,� \ /� 1� / / �� �il�_ 1, // :110icl I I�Q " - , - ,,.-, \ � I i � I � 11 I I
- - - (�P_ /), 11�_ ,,'�,%, `I 1, - -, , \ `�) � _ -_ -_ - - - - .
- . �1\ "I I / I \ ,_ - 1A, " - 4�', 11 11 _41- , /�, � � 1\ . f I � I I I'
Ili - - / \ ,� ,,, \,/ i I 1 �9+ 46 1 1
_S�� � z -/)-- � - , , I _'1­ 1, I ,-.., I __ \�� i I i I I I
S_ %� I - /4�, -e ��7 I, <\__1 11 I _0 ! I ; I I
/b. '4*5- / 7 z - I: �,,:-� <-��, �-,­­ - -� -��- , V� . I C _," I I if
/ ­ - I ) I - - - -I C�'11 � I I " " , I
� ) I I ?�� 141 .. , ��, _1i4__ v � I i I I
I __ __ __ / I � i - N - I . "r, I ,�, -3,-,- - ... 11 - " I I I l I
,�� �,,, , I 0,�, 15--, I- 1�1 %, __1 -, - ,-,� I � - '_1 �, \ I '�� , 'r - I 1�1 I I 29+53 . I I , I 11 I Il
� - ,� / I- Q , ) - 1\ ", 1� I - 2 76 1 , I 11 I I I ,� ! -4
/ ,.�, _ I, h / , ", � 1 61- 11;t 5 I
/I 4�_ IAI � � �_ _'___ `1 1-1 � ,�)611';?6, ­` " -I 'I , , I, 0/�3 11 a I` - -� I I I , , I 1 11 29 �� ;
��>, 11 11 I ­�� .,�1(11 , I I I I '� I I
1_� / / \��_ � , - - I <�� .Z, - -,I - ­� - 7 \ � I ; ; . . I
". //I/- ­ � I 1
- I I I , '7 , = �
,
,
- �,­�, "�, r. / / \ /i� I- -5, - - '� 4 -, I, - ,� " 1\ -) ,_1 \ 0 0
- - - / IF ,� -/ \ / -, � ,,� I 11 � � I �
a / "I \ I � � , I :z� � ,� 1'�, - � I 11 C),j I I , . I I I
I -I I -, , 1� . I
� : , k \ , I 0 I 0
­­ I I ! I I �T I -2 =
­ ,
�_,;o / _./ / \ �� � - � ,� � �, I "I , R61 , ! I 1 -, I �
,--&,:'1't0 " / 11 / :> &�, I I I— ,,- ,�� , -_ - -_ `�� -, I, , I I I I
,.p ii, ,�� j - I N -.I- - "-I - ,_,-�� -, ,- ,- 4, , "I , -) I , \ I 6 � I 1 ! i I
q -
�_ __ / _>x I ��_ � , --� 1 /' (-,, I I 1
I'll ,I `1 I -- I
0 , I , _jl�, __ I i I
011 \1 � I '�, �n
'0 "C��.� C", / '� / __ I ,� , Z� I- 11 I 1;1/�� 1\ I I - , Z�_ / / Ii I I I,'
\1 () , '</- 1_:� 11 - - " I", " / I I \ I 1 1 I I
,�, ),�, -z", \�\ 11�� � , -�P.� , �- ,,- I I I
, _> 7 / 0 � \ - .4 / ,I I I t 1 4
': x , \ -b", W-- -,,-, - -I- I , "I � "I 1 1 11 tt�� I 0 i 'I, I I
'. x / "� `f- C-'Y��C, _`i,� _., \ I, 14Z�l __ �, " I "I "I I\ I \'\ I ,,, C, /
__i�,_ -, ­", I ./T" � I \ ss ), I I il
- I I"? 17 "I , / I,
.. A I< , / .
- � -� - ­�, &,-, -I -, -I, 1 I I'-, I I I
11 - ,ql� - ,� I ,x q I ! I I i I r
- I ,4S, - I I
r //I ,-e ­v , - � N I -1 '*1 -"- I-, " -, �'. , I "'' / "`�\ 11 ;1I 1
k "I ( - .+11 , I, 1. ". . 1\ I i"i I I I
� 0 -/\/ 1� ///V/, //I/ ,-�, , 'SIT, "", 1� ,,I 94-20 1 1 1 1
X 0 �� I * '� -I r, , I. , R I I t Ill,
,
, " , I ,�, I ��,_"\ '\ '� 1� "I `I -I 1\ ,,I 1-1 ,I, 1�1� � �, i I 1*1 , I , - ""� � - I 11 I
0 '\ ),1 1'� , � , � , '"� S?l ?
/ 0&/_� - (��(_ I I, I � . I'- -�', \ � 1; I I . � ',,I t . It
x / <�� ,�� fc -�� " \1 - I—, ��z , I.,- -, - 11 - `1 " I � I "I - I . . I I - I ;I t
" ,>, I " "�, I\ 'I I -, " t', " - I
/ . -, "I `� "` I -, `4 I, --I -, �_ 11 1`. - 0 ,,, I ; ��, ,_ - I
, N I . �, -1 I 11 I. -j"I I, ,� 11 ,I 11 "j � I " ­. -, I - "
') _Iv� i I ,
\ I I- I
,\()?, - , , A � I :� \,�2 , � i * I 29+ BJ5 - _�) ,�
/ /i�7, -�--,-, - ­1 I .. 1 I 1, I 1, _* -I , - I � ? \ ; 4
�
'I I " " , 11 I
, �� . - ,\, _� - , � i��, � � 7
4F '_� I ,� 1*4 � ..", �I � . _,_,� I 11 �, � A "
" I", � " 11 "I'll '� 1�, -, 1, '� " I I'll; I ! i % : : : �'­ I I I
I : � "
�
/ \-; / - J>, i " _/ , I � , \ - i �� � , I
, -_ , I I I . >'� N;
,
,;,;�-- -q ��7:��, 1 1\ , 1\ I .� -4 ki�� 1
_�_ I - _,�--',---,�'�., -, I -.-�:� I� 9. 1 * ,
" �?6' ,�,, q, , , ._Z� �� 11� ,�,, , , -, � � - � _,"', 11" \ ,- ,
\ _� / r, ­` , "I "
_ - QIn", 11�_ <<I- %-.# t-I - - - ; , I � 0- - I li �"
, I- 0 1 �, '� . , ( � i / �
. ,
/I / AZ 1<w � 11 0 : � -,-­i,*-��- 1, � , 'I_�, I 'k, �." J,,,I,�,, :� , �:,; !, �+ :, ; "Ij � 1, !/,,� I
� � ',I '� ,,I, : ,I 1� 11 'I, � . i � " �.,;,� , : Ill
I 1�� ,�,> -� -, , . "I 1� " 11 "` ­, 11 � %�.I I � ", i
I
\ " %11 - I --,-" _- -, --, , - �� : �
I C><�,�,,,� /I- T 71 I- �6 1� i- d , 1� ,
/ .4 �, -� -11 ; I 1� . , 1� " 1\ I ll, . � I
ft�l . � ,- -�, " � , " ": 1. I � �
,5', '�, 'I , \ -I 11 . I //, �. , / I ! , , �_ I I
� I "` '_ � �//_ , "
1�) \-r I , -, : "I ,�, -,\�� " " I , I
1\_��,�, �, - . 11, -, I \ .. 11 : . fi: -4�
ji 11.1 �i 1 �_ I , , , , , >q '-, 1� x ,� -
IT _1_1c�n,91.. I � I I I�N , - I -I , (�,� ", Ir � �
I .J� 11,�/ �, I
� ?­ , '\ - \1 - �-, ,­a,ji . ,;" / I, I �, - . f
- - :�� 1':1 I- ,P -, ?,,�.��- - I
IZZI I - I. ,�, , , , �, ; i I
11 I I I
IJ I � I--, 1�1 , 0 , III
0 30 ,I � I I x> ,,,� 1�p � �. . ,11,� 1
30 - I I I /I ,;�� 11 �, �, �. I 11 I !, �.�
60 _�6 &11 -, 11 -� , 11 ',� " / " � I - I � I -
. ,�� 11 ', " �,� '/ '­:� I
____) �� ---Y,,��-, I I 11 ,-.-'\ I , ­', .
F, � _Q0 - &� q, /y � " � 'I'l 11 r_1 - I , t ".1, , �
. 1 //t� I _,�� , `_ , 1­1 , - I �
______ � IIIIIIIIIIIIIIIIIIIIIII �J, � I e , ,�/ 4�__`*­ I - '� I 5�,)�, 11 I .% ;1,
,
�1� ''I �� ,�' -�- 8 1 � , � , �� I
C�l . I I , ,., � / I/ , I I- "I " " _�_ I -11, , � "'�Itl`
, ! 11 �, Z�� �"I
I , //I -
__ L.,
t , ��,�- //, ,/ 1�-, I,11 � r
,
� f I ; ��,<� Z. 1, \ - �� I � � i c;
-1 - (,;,�, '-/,/ I . ", �, - _:Z��, � 1� I T
, CAIR: I INCI = '30 FEET , -1 � , I \ ! ; I?
,_ " �� ��� , � I ", " "��, j ."
,
,
,
� �_ _�, , " " `� ,�, I
I 1"`I� T`,��, _�, /,�, , "r. � I,., " - - I ; �
f ,�Ii, _�/�/+ 4t��;_, . , -I, , , I \ , �,-�-_ - - , !�',, -,. - ,, , , ., $ ", � �
'i, I I � I . . .
I � � �
, I � I " /11 I - I
I , 1_-� , - `_ � ­­ I I, ��,z, - !
I I - - � tw 7 --- -�, i , ,,- I I , �
� -� ­- ,,;, .,:: _,_ ; � , - � I
. � ,,.,, , ­,, �, " " .,
; 41 1, �­_ �'�_ �� ,.� . .,:, ­,&_ ; -:::." _'�._ 1­­ "_,�,,� .., " % i _1
�-..�,�-11�-�l-.---,��-�,----�--.--�l-----.,------�-11�--I --------------- __1.____._­___. ---�-�-,-�--,---�-.----.-----..-�---,- ----�---------�--�-----��-.---,-----.�-�-,��"--..--- _______.____ ---------- _____ - - ------- _ ------ �.,-,��-.--�-.---.,--,..--.-..�,--�----------. __ , - ,.,/// , I , , III I< /J�>_ ;'i, --,--,.,, , I - - ___ � - ��, i, � �, - It,
I . � I- "
� .. \ / ; "
; I 1�1 � ­1_1­1 ...... .... �: : �� ;
_ C�/_ "I I- ______ I ,-.l--. , ­­ I _ _"'�­ - - 11 �I - IT
___ ______________ I . L�� --)---'- __��_ I, , � --E-2-�-�-t,2-"--,Qlll,:�----,JL
� �
\
�
" DRAINAGE AREAS
Inlet Structure
Imp. (SF)
Total
Area (SF)
Total
Area
(AC)
C
Imp. %
SDIV1H1
ul
0
0.00,
-
-
SDMH2
0
0
0.00
-
-
SDMH3
0
w
U.ww
-
-11
SDMH4
15,009
14,986
0.34
0.95
100%
D11
1,850
1,850
0.04
0.95
1007.
D12
8,171
8,171
0.19
0.95
100%
D13
769)
1,426
0.03
0.60
54%
D14
687
1,862
0.04
0.48
37%
DIS
003
.L,ZD7
0.03
0.011.11
54%
I,
7 D16
487
855
0.02
0.63
57%
�
D17
10,880
15,886
0.36
0.71
68%
D18
11,311,
17,380
- 10,
_.__
65%
D19
9,237
12,849
0.29
0.74-
72%
DI 10
18,476
26,065
0.60
0.73
71%
Dill
1U,99b
14,427
0.33
0.77
76%
DI 12
1,385
1,557
0.04
0.87
89%1
D130
326
1,156
0.03
0.41
1
28% �
RD1
2,469
2,469
0.06
0.95
, 100% i i I
RD2
.
RD3
2,373
2,373
0.05
0.95
100%
RD4
2,232
2,232
0.05
0.95
100%
RDS
2,136,
2,136
0.05
0.95
100%
RD6
1,783
1,783
0.04
0.95
100%
RD7
2,972
2,972
0.07
0.95
100%
Kv?5
2,375
_3 - -
____
RD9
2,340
2,340
0.05
0.95
100%1
Trench Drain 1
0
978
0.02,
0.20
0%,
Subtotal
110,277
140,723
3.23
0.79
I
78%1
�
SDMH5
01
-
-
SDMH6
0
0
0.001
-
- I i
I
SDlVIH7
1,50 �
3,758
0.091
0.50
-
40% i
SDIVIH8
1,364
-
4,045
0.09
,
0.45
Z)Wo I I
D113
1
-833
0.11
0.78
77%
-
DI 14
1,990
2,242
0.05
0.87
89%
- DI 15
2,657
2,958
0.07
0.87
90%
DI 16
3,364,
5,946
0.14
0.62
57%
- DI 17
0
10,628
0.24
0.20
1
D118
2,891
3,477
0.08,
0.82
DI 19
-
-
-
- I
.
-
D120
944
1,305
0.03
0.74
72% I
D121
3,944
3,944
0.09
0.95
100% I
D122
752
751
0.02
0.95
100%
D123
849
850
0.02
0.95
100% -,
D124
573,
692
0.02
0.82
I
83%j
.
D125
803
876
0.02
0.89
I
92%
.
.
D127
-
-
I
-
- I
. D128
1,392
1,665
0.04
0.83
84% i
D129
469
16,599
0.38
0.22
3%
D131
2,742
6,507
0.15
0.52
42%
RD10
1,131
1,131
0.03
0.95
- i
RD11
1,559
1,559
0.04
0.95
I
100% I
RD12
1,453
1,453
0.03
0.95
i00% 1
RD13
1,517
1,517
0.03
0.95.
100%
RD14
1,597
1,597
0.04
0.95
100%
RD15
1,550
1,550
0.04
0.95
100%
RD16
1,968
1,968
0.05
0.95
100%
RD17
-
1,710
1,710,
0.04
0.95
100% I
RD18
2,302
2,302
0.05
0.95
I
100%1,
RD19
3,433
3,433
0.08
0.95
100% I
I
RD20
1,358
1,358
0.03
0.95
-
100%, I
RD21
2,050.
2,050
0.05
0.95
I
100%I
-
RD22
1,938
1,938
0.04
0.95
100%1
RD23
3,053
3,053
0.07
0.95
100%1
RD24
RD25
2,111
2,013
2,111
2,013
0.05
0.05
0.95
0.95
I i
100%11
100% ,!
RD26
1,799
1,799
0.04
0.95
i
100% I
- -
RD27
3,378
3,378
0.08
0.95
100%1
RD28
2,861
2,861
0.07
0.95
100%
RD29
848
848
0.02
0.95
100%
RD30
938
938
0.021
0.95
100%
RD31
2,139
2,139
0.05
0.95
100%
RD32
1,972
1,972
0.05
0.95
100% �
Trench Drain 2
0
2,420
0.06
0.20
0%
�
Subtotal
75,301
118,852,
2.73
0.68
63%
I
I
I
I
�
I!
Total
185,578,
59,575
5.96,
0.741
71% I
ENGINEER NQIE5:
1. HIGH VOLTAGE ELECTRICAL POWER LINES
EXIST ON SITE. CONTACT BILL WILDER AT
ESS PRIOR TO
PERFORMING WORK. 910-383-4042 OR
910-520-3911.
2. TO MAINTAIN DUKE ENERGY PROGRESS'S
REQUIRED REGULATORY COMPLIANCE, ALL
MATERIAL LAYDOWN AND SOIL STOCKPILE,
AND ALL OTHER STORAGE SHALL BE
LOCATED OUTSIDE THE DUKE ENERGY
PROGRESS TRANSMISSION RIGHT-OF-WAY
AS SHOWN.
3. CONTRACTOR TO PROVIDE AS -BUILT
SURVEY WITHIN DUKE ENERGY PROGRESS
RIGHT-OF-WAY, SEE SPECIFICATIONS.
4. CONTACT PIEDMONT NATURAL GAS FOR
GAS LINE RE-ROU71NG AND GAS SERVICE
INSTALLATION. CARL PAQUET 910-251-2818.
1
5. CONTRACTOR TO COMPLY WITH ALL OSHA
ARDING EQUIPMENT
ROACH DISTANCES
D ELECTRIC LINES.
� 6. ONLY NEW HANOVER COUNTY REGULATED
�
1 , TREES ARE SHOWN, AS REQUIRED.
i ADDITIONAL TREES EXIST ON SITE, BUT ARE
NOT REGULATED, AND THEREFORE, NOT
SHOWN. THESE ADDITIONAL TREES WITHIN
LIMIT OF DISTURBANCE SHALL BE REMOVED
AS NECESSARY TO FACILITATE CONSTRUCTION
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
809 Peachtree Ave., Suite iO2
Wilmington, NC 28403
9iO.397.2929 Ph.
90.397.297i Fax
CTT Job #6729.00 Firm License Number: F-0113
0111111�01110`
LL
Lij
F_
z
w
()
AO ^
Vill
w
0 r%
k�j
0
.j
0
z
M
.0 46L
U
all
LLJ
F_
.0 r%
kl�j U')
C)
z Nt
00
Or% w (N
kil 0 <
w Uj z
j
Uj _j _j
� illil- 0 0
w Uj (.) w
+ >­ <
C) < �- ()
z Z:
,e.-,' I =) 0 �_
< Uj 2 < w
00
0 z 2 Ujxz
0 D
LLJ (.9 L) .,;I-- -
CL it Z
(.) z w dz-- -.% 0 .9
< < F
41111111111111111111111111, n �_ Us
z tr) 0
Uj C.) 0 (D , -
00
0 U_ X - Z E5 '_
.j vi - C5
LLJ �- C) :>: "- g
0 5 CL x -w 0
0 04 -J
< (X) - 00
0 ()
< Lmok (-) z .I- �: C/) z
'i
.

STONE PAD AT SITE EXITS 70 REMOVE MUD FROM TIRES
NOS
1.) STONE SHALL BE #4 WASHED STONE (6" THICK)
2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE
DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE.
4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: N.T.S.
La
a
•Tw�•w•►� .trT
�i�.sf-#,. r
% % W!""ti! ti!
rrii,•i�,�i
FLOW
d (DEPTH)
RIP RAP DIMENSIONS
OUTLET LOCATION 1 PIPE 1 W1
Size j(ft)l(ft)j
(in) i
W2'
Lai Average Id
(ft) j Rip Rap I(Depth)
I !Size (in) (ft)
E
RIP RAP APRON DETAI
SCALE. N.T.S.
1291
9.25"
4"
MIN.
STEEL POST CONSIBU TION SEQUENCE:
CTOR.
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR INSPE
WIRE FENCE. 2. REQUEST PRE -CONSTRUCTION CONFERENCE WITH PROGRESS ENERGY.
FILTER MEDIA EXXON 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.
GTF 100E OR 4. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER POND.
APPROVED EQUAL NOTE: USE POND EXCAVATION AS TEMPORARY SEDIMENT TRAP DURING
IIN. 12-1/2 GA. STANDARD GRADING OPERATIONS.
JTERMEDIATE METAL POSTS 5. SET INVERT OF SEDIMENTATION TRAP ONE FOOT NIGHER THAN PERMANENT
ARES w 2'-0" IN GROUND INVERT FOR POND.
GALVANIZED HARDWARE
QF. 6. TOWARDS COMPLETION OF GRADING OPERATIONS, REMOVE ACCUMULATED
NUj
WIRE EXTENDS TO TOP SEDIMENT FROM SEDIMENT TRAP.
�,. OF BOX 7. EXCAVATE TO PERMANENT POND INVERT ELEVATION AND SET POND.
---- -- #57 WASHED STONE 8. INSTALL STORM DRAIN LINES AND INLET PROTECTION IN THE SAME EFFORT
LACED TO A HEIGHT TO MINIMIZE SEDIMENT FROM ENTERING POND.
NM I I _ _ _ OF 12"-18" MIN.
9. " :� COMMENCE GRADING OPERATIONS FOR PARKING AND
} 5 -0 STEEL POST } } BACKFILL & COMPACT _ ABOVE TOP OF BOX
U 8" 8" TRENCH .AFTER ----------.--___.__- CURB AND GUTTERS.
MIN. PLACING FABRIC 00 ---
�--• ° 10. STABILIZE ALL DISTURBED AREAS AS SOON AS I FINAL GRADES ARE ESTABLISHED.
- - -- ` 11. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
INDICATED ON PLAN AS _ _ VEGETATIVE COVER IS ESTABLISHED.
NQIU. p p GRADING MOTES:
1.) WIRE FENCE SHALL BE A MIN, OF 32" IN WIDTH AND SHALL o o OPERATIONS. ° - 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
' ° _..-, __._..-
HAVE A MIN. OF SIX LINES OF WIRES WITH 12" STAY SPACING. o
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB Q ao o Oo -- 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) BEYOND GRADING LIMITS.
AND 70 ON COE E.O.S. TEST. ° oO°Q' cfJo:)o-o%&,& o°° _ 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE -- -- --- FROM SITE.
SELF -FASTENER TYPE. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER
8' APART O.C. NTH WIRE BACKING. THAN 3:1 SLOPES.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL 6, PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
SURFACE EROSION. 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
TEMPORARY I LT FENCE DETAIL INLET SEDIMENT T L DETAIL EROSION -CONTROL:
1
ED
SCALE: N.T.S.
SCALE: N.T.S. VIOLATION GRADING AND IS SUBJECT TO ADLIMITS SHOWN ON THE PLAN IS A
FlNE.-
IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING
TRENCH I
SCALE: N.T.S.
8.2'
8'
2.
STABILIZATION
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 21 WORKING DAYS.
3.
ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4.
IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL iS
EXIST. TREE
GRANTED BY THE EROSION CONTROL INSPECTOR.
./'
5.
IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING
+
OPERATIONS AND WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL
DISTURBED AREAS, INCLUDING THE DITCHES MUST BE SEEDED, MULCHED, &
Y=C-I i DRIPLINE
TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL
INSPECTOR.
+ 3' MIN, STAKE
MAINTENANCE
PLAN:
+ + HEIGHT ABOVE
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
GRADE
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
+ +
BUT IN NO CASE LESS THAN ONCEEVERY WEEK. ANY NEEDED REPAIRS
T -F --- `� ''' ,r PROTECTIVE
BARRIER
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET
PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER,
=�- ��--__=_-=�-� �,^-�''" ^" -"+ `^ � �-•..��-- (
3.
SEDIMENT TRAPS SHALL BE .CLEANED OUT WHEN THEY ARE HALF FULL.
__'"""'••-----
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
NOTES:
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
1 TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
A VIGOROUS, DENSE VEGETATIVE COVER.
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
5.
CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
DRIP LINE -THE AREA OF SOIL DIRECTLY BENEATH THE TREE
ARE VISIBLE OR SEDIMENT 1S DEPOSITED ON THE ASPHALT AND STONE WILL BE
EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH.
2 NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE UNTIL ALL TREE
SITE NOTES:
PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
1.
THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
-i ---- I
3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT THE DURATION
WITH FIELD CONSTRUCTION CONDITIONS.
IF OF THE PROJECT.
2.
BORROW MATERIAL: ALL BORROWED MATERIAL MUST COME FROM A
LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE.
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
3.
CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS.
TREE PROTECTION DURINGT U TI
SEEDLNG
SPECIFICAT}ONS:
LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
SCALE: N.T.S.
SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
NOVEMBER-MARCH
BERMUDA (UNHULLED) 20 LBS.
WINTER RYE (GRAIN) 50 LBS.
FESCUE 80 LBS.
MARCH-NOVEMBER
BERMUDA (HULLED) 30 LBS.
FESCUE 80 LBS.
MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
ON ALL SEEDED AREAS.
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE
ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
�Ic AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING.
OR EQUAL ON ALL DISTURBED AREAS.
* MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED
AND/OR FOR CONTRACT TIME.
GROUND STABILIZATION REQUIREMENTS
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales, ditches, and slopes
7 days
None
High Quality Water HQW) Zones
7 days-
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less
in length & are not
steeper than 2:1,
14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater
than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters
and HOW Zones.
333 FAYETTEVI LLE STREET
SUITE 1000
RALEIGH, NC'27601
919 828 1876 FAX [phone]
VtMMI.CLAR KNEXSEN.COM
RECORD SET
CA
�"wu»�eoNr
w
24411;
uoleJenest
Stone
Shaping the Environment
Realizing the Possibilities
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.397.2929 Ph.
910.397.2971 Fax
CTT Job #6729.00 Firm License Number: F-0113
Uj
Uj
Uj
0
LLJ
0 r% Ili")
-- W 00
W
� Z
J
0U 0
Q
Z =
0
V a >- Z Q
N
W mm0 21
W co
9Uj
co
' C1. W pCNI � �
<-, cn v00
Z 000-

6" °L` 6" gr► %W' 6"
OPENING SHALL BE 'L` OR + �'-0" GENERAL NOTES:
LOCATED AS RECIUIRED
1" CLR. �� * THIS PRECAST BOX Y BE USED FOR THE FOLLOWING
TYP . a> ,�� 4 REI3ARS Q #4 REBAARS
#4 REBARS .,, d ° E" CENTERS STANDARDS: 840.01, 840.029 840.04, 840.050 840.119
A;
c __ _ - _ _ _ ° 840.12, 840.14, 840 15, 840.179 840.18, 840.199
j �: p 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41.
J ® I � ® THE PATTERN OF THE n ; °.
' r - 115 BARS * USE 4000 PSI CONCRETE.
KNOCK -OUT o. '' 8 OPENING
M ►r o', STEPS e t PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
,► i a 3 PANELS E S ° ;,. P i SECTIONC -C GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185.
3 i c• '°fir FOR ILLUSTRATIVE a '::'�
►► '' PURPOSES ONLY. o ' o ". ° ''o • o v o '. ° �`o ' BOP OPENING C * LIMIT MAXIMUMDEPTH TO TOP OF BOTTOMSLAB FOR WAFFLE WALL
3►► #5 KEBABS 12" J °' 3 #5 KEBABS j :° P' '.o' : d• ` n a: ° ':r; P ' o STRUCTURE TO 10 -0 ; LIMIT SOLID WALL STRUCTURE
CENTERS tTYP.� i2"CENTER ° ° ° ° ° p TO 15 -0 .
v Q :o - _ _ _ _ - - - _ _ _ „p ° * PLACE LIFT
�HOLES j ORryPINS IN ACCORDANCE WITH
•'Y;P-,' �•!";'; p ' A • ' ij P' .0' P' . Q .0• P' '.Ct P A^.o© 6A M'•�'N O OSHA Tl'U�D/VlO �726 s J ®4 •.
'-' SECTION 'A -A' co SECTION B-B io ° .o 0 4v o o• o o• v. '�' o o eo ° 4�'°u b� A°N.o * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
QC ® P" P• `•' ..
� " .4, ',L7' �' •' P 61, tL, En .• a. ° 4' :� REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
r rL1 ,� 1r-Orr �. �,. o.'.
.- to w' d
4 Q • p : o� °', °o °QDo: SO THAT PIPES ENTER THROUGH THE
a �,o PLAN TOP SLAB KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
4
1 r► MIN.
e. •o. : o �: THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF
• z CLR.(TYP)cc
c A p #4h R BARS - A CC1" MIN.% (; ° " �' WALL IS PROVIDED ABOVE THE HOLE.
;r-
CLI;e(TYP) �-v WAFFLE WALL ISOMETRIC VIE CORNER CUT DETAIL * FRRAMELAND NGRATE EIGHTPRECASTOMAYEBEASTM ADJUSTED'WITH CONCRETE
+ P 4X4 W4 WP4 #5 KEBABS @ 12" -"- .( SOLID WAL OR BRICK IN ACCORDANCE WITH STANDARD 840.25»
WWF 6" ON- CENTERS (HORIZ. ►, , , PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
TO KEBABS) & VERT.) e L 0R► a STEPS AS DIRECTED BY THE ENGINEER.
� USE WITH
v 4' X 4' 4 REBARS � ; * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
n n v 8i LARGER ,► 0' 6" CENTERS L I PROVIDED.
• P• DRAINAGE STRUCTURES i CLR �,. �,.. � AS THE SAFE AREA OF STEEL S RO
rr S r ►ram - * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
6 L 6 TYPICAL} _°. #4 KEBABS
i" `'� 6" CENTERS �'' BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A,
WAFFLE WALL PLAN VI SOLID WALL P VIEW p' cLR g'
Q o o Q AASHTO M-198, TYPE B _ BUTYL RUBBER.
Err �Lr 6rr 6a 1Wr 61' v•' ;o o
b: P o P °, o Q .R.. * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
a D v : o a o : p• PRECAST RISER PLAN PRECAST RISER !DETAIL DIMENSIONS OF 5'-0" X 51-0"
1" MIN. CLR. 1" MIN. CLR. :v• :a• a•; , :a• :v• THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
•. n p V ..
c• o` a• P' ;o °' .9: °' ;o °' :o P' :o: ° :o: :o• REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
4X4 W4xW4
W LAP p LU ® o.: n p '...Q. o '. a .o : p v o o SIZE WHICHEVER IS GREATER.
�4x4 W4XW4 ® o ( ..� , v. ;°. ;c�. o. ;°.
WWF (LAP WWF !� ipWWF 6
io :a °' °' d' ° USE FRAME AND COVER AS INDICATED ON THE PLANS.
TO KEBABS) v' • P' o o' a' o' o' o'
6„ ONTO REBARS) o �+ .Q , c A o• A' o 'o� 0 4 REINFORCE OPENING AS SHOWN ON THIS SHEET.
6" 6"
Q' , 5 KEBABS
#5 KEBABS 12' o r+ ?' Q c• o ; o
CENTERS (TYP ) 0 12 CENTERS •� o' • '. o ,
TYPICAL °°' °' SECTION VIEW SECTION VIEW
O' n
SECTION 'C-C' SECTION D-Cfm SOLID WALL ISOMETRIC VIEW
CATCH BASIN AND DROP INLET DETAILS OPTIONAL JOINT DETAILS
PRECAST DRAINAGE STRUCTURES (SOLID FF'L ) FOR CATCH BASINSINLETS
r
SCALE: N.T.S.
of
43 NOTE: USE TYPE "E". "F" AND "Go' GRATE
UNLESS OTHERWISE NOTED.
t�
�--
SECTION - LL
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT ° o•
WALL SECTION °. o
r�
- SECTION BB T 1
T
SECTIQN - PP
PLAN J�
FRAME,GRATE, , A HOOD ASS'Y cat
srr 2,��►, &,►
3►_011
a L a
SECTION - AA
L co
J FRAME PLAN
If
hot 31-Olt �3W :E4;4 —4"
SECTION - tac
HOOD ELEVATION
CATCH BASIN FRAME, GRATES, AND HOOD
SCALE: N.T.S.
It 31-611
1� 4 "
a� 1�8rr �1r�8r►
v .�.
G E � E
CID
M — — N 1—
tV ® t
® I C
H
PLAN OF FRAME
1' - 7%" 1► - 7% CAST IRON
PLAN OF GRATING
CAST IRON
DROP INLET FRAME AND GRATES (12" THRU 30" PIPE)
SCALE: N.T.S.
DETAIL SHOWING TYPES OF GRATES
P� P USE ACCORDING TO WATER FLOW.
T�
TYPE "G" TYPE "E" TYPE "F„
N N
SECTION - WATER FLOW SAG WATER FLOW
-•�---
1�$"
}•+-- --- -- -------------------------
T *- I
----------------_._.._.._...__._..--_.._-.
SECTION - NN
----_.---_—__ _ _——— — — — ——_ _.---- --- _----.
�4 r►
—�- WATER FLAW SAG WATER FLOW-4—
i.%,r
PE ►rF►► TYPE " E" TYPE "Oil
SECTION - JJ
311 R
IF
r
4�'►
SECTION - RR
P
RAISED FLOW ARROW 2"
16 ►► HIGH ----I
a
7/8
1" SECTION A -A
TYPE - F
2% it
1 ►►
--i_
_L.
I 97/'81e
1 w
r SECTION B-S
1 r► 21/4 "
SECTION A -A
TYPE - E
RAISED FLOW ARROW 2
►r
/— ems►, HIGH01
o O
or
es
n
1� r
r
1�►R
rl
1_
TYPE G SECTION A•A
[NC DOT STANDARD DETAIL 840.03]
I 21-11 !.e` !1 i
r
1 trr am. on 411 4114tr
31-3 rr 21-3 to i It 1 DEPRESSI®N
rt It
1,-7•%11 1l-7,r�8n
j „ i ,8! 1/8
of _'•1,e if
% it
C4
�4 �`4 94
31-2" 2►- ►r �
2+r 3' if � � 4
3'-101 N N 2►-1r► cV N
SECTION G—G SECTION H-H
3'-6" 2'-6"
SECTION E-E SECTION F-
[NC DOT STANDARD DETAIL 840.16 1 OF 1 ]
STRUCTURES:
1. PRECAST STRUCTURES SHALL MEET NCDOT 840.45 OR
PRIOR APPROVED EQUIVALENT.
2. BRICK BUILT CATCH BASINS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.01, OR PRIOR APPROVED EQUIVALENT.
3. CONCRETE CATCH BASINS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.02, OR PRIOR APPROVED EQUIVALENT.
4. CONCRETE DROP INLETS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.14, OR PRIOR APPROVED EQUIVALENT.
5. BRICK BUILT DROP INLETS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.15, OR PRIOR APPROVED EQUIVALENT.
CASTINGS:
1. CATCH BASIN CASTINGS SHALL BE NCDOT 840.03, OR PRIOR
APPROVED EQUIVALENT.
2. DROP INLET CASTINGS SHALL BE NCDOT 840.16, OR PRIOR
APPROVED EQUIVALENT.
3. STORM DRAIN MANHOLE CASTINGS SHALL BE NCDOT 840.54, OR
PRIOR APPROVED EQUIVALENT.
OTHER:
1. ORIENTATION OF STORM DRAIN INLETS ON PLAN ARE FOR THE
GRATE AND/OR CASTINGS. MINIMUM STRUCTURE SIZE IS 2' X 2'
PLAN DIMENSION. CONTRACTOR SHALL PROVIDE BOXES LARGER
THAN MINIMUM SIZE, AND/OR ORIENT THE BOX/STRUCTURE,
AND/OR PROVIDE TRANSITION TOPS AS NECESSARY TO ACCEPT
THE PIPE SIZES AND TO ACHIEVE THE PIPE ALIGNMENTS AS
SHOWN ON THE PLAN. PIPES SHALL NOT CONNECT AT BOX
CORNERS WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
2. SUMPS SHALL BE ZERO INCHES UNLESS OTHERWISE SHOWN.
3. THERE SHALL BE NO MAN STEPS UNLESS OTHERWISE SHOWN.
[NC DOT STANDARD DETAIL 840.45]
333FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX [phone]
VV MN.CLARKNEXSEN.COM
RECORD SET
ColeJenest
& Stone
tr v,,ror rnent
Reolizing the Possibilities
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.397.2929 Ph.
910.397.2971. Fax
CTT .lob #6729.00 Firm License Number: 17-0113
LjL
F_
.v
.J
W
00
�i „
W
z
w J j
OU 0
Q
V
1 ® F_
Q
®0
O
w U 0- Z
W 2 ® 04
W C) C o
> .�..w Cr o
©C®o(y0 t°0
Z ' t cn z
CN NO: 1602
DATE: 291ULY 2025
REVISIONS
No. Date Description
6 07/01 /15 VE REVISIONS
AUGril
' jll__CEIVE
0 3 201
BY:
T ATE
TA L.
SCALE: N.T.S.
of
43 NOTE: USE TYPE "E". "F" AND "Go' GRATE
UNLESS OTHERWISE NOTED.
t�
�--
SECTION - LL
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT ° o•
WALL SECTION °. o
r�
- SECTION BB T 1
T
SECTIQN - PP
PLAN J�
FRAME,GRATE, , A HOOD ASS'Y cat
srr 2,��►, &,►
3►_011
a L a
SECTION - AA
L co
J FRAME PLAN
If
hot 31-Olt �3W :E4;4 —4"
SECTION - tac
HOOD ELEVATION
CATCH BASIN FRAME, GRATES, AND HOOD
SCALE: N.T.S.
It 31-611
1� 4 "
a� 1�8rr �1r�8r►
v .�.
G E � E
CID
M — — N 1—
tV ® t
® I C
H
PLAN OF FRAME
1' - 7%" 1► - 7% CAST IRON
PLAN OF GRATING
CAST IRON
DROP INLET FRAME AND GRATES (12" THRU 30" PIPE)
SCALE: N.T.S.
DETAIL SHOWING TYPES OF GRATES
P� P USE ACCORDING TO WATER FLOW.
T�
TYPE "G" TYPE "E" TYPE "F„
N N
SECTION - WATER FLOW SAG WATER FLOW
-•�---
1�$"
}•+-- --- -- -------------------------
T *- I
----------------_._.._.._...__._..--_.._-.
SECTION - NN
----_.---_—__ _ _——— — — — ——_ _.---- --- _----.
�4 r►
—�- WATER FLAW SAG WATER FLOW-4—
i.%,r
PE ►rF►► TYPE " E" TYPE "Oil
SECTION - JJ
311 R
IF
r
4�'►
SECTION - RR
P
RAISED FLOW ARROW 2"
16 ►► HIGH ----I
a
7/8
1" SECTION A -A
TYPE - F
2% it
1 ►►
--i_
_L.
I 97/'81e
1 w
r SECTION B-S
1 r► 21/4 "
SECTION A -A
TYPE - E
RAISED FLOW ARROW 2
►r
/— ems►, HIGH01
o O
or
es
n
1� r
r
1�►R
rl
1_
TYPE G SECTION A•A
[NC DOT STANDARD DETAIL 840.03]
I 21-11 !.e` !1 i
r
1 trr am. on 411 4114tr
31-3 rr 21-3 to i It 1 DEPRESSI®N
rt It
1,-7•%11 1l-7,r�8n
j „ i ,8! 1/8
of _'•1,e if
% it
C4
�4 �`4 94
31-2" 2►- ►r �
2+r 3' if � � 4
3'-101 N N 2►-1r► cV N
SECTION G—G SECTION H-H
3'-6" 2'-6"
SECTION E-E SECTION F-
[NC DOT STANDARD DETAIL 840.16 1 OF 1 ]
STRUCTURES:
1. PRECAST STRUCTURES SHALL MEET NCDOT 840.45 OR
PRIOR APPROVED EQUIVALENT.
2. BRICK BUILT CATCH BASINS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.01, OR PRIOR APPROVED EQUIVALENT.
3. CONCRETE CATCH BASINS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.02, OR PRIOR APPROVED EQUIVALENT.
4. CONCRETE DROP INLETS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.14, OR PRIOR APPROVED EQUIVALENT.
5. BRICK BUILT DROP INLETS CAN ALTERNATIVELY BE USED, AND
SHALL MEET NCDOT 840.15, OR PRIOR APPROVED EQUIVALENT.
CASTINGS:
1. CATCH BASIN CASTINGS SHALL BE NCDOT 840.03, OR PRIOR
APPROVED EQUIVALENT.
2. DROP INLET CASTINGS SHALL BE NCDOT 840.16, OR PRIOR
APPROVED EQUIVALENT.
3. STORM DRAIN MANHOLE CASTINGS SHALL BE NCDOT 840.54, OR
PRIOR APPROVED EQUIVALENT.
OTHER:
1. ORIENTATION OF STORM DRAIN INLETS ON PLAN ARE FOR THE
GRATE AND/OR CASTINGS. MINIMUM STRUCTURE SIZE IS 2' X 2'
PLAN DIMENSION. CONTRACTOR SHALL PROVIDE BOXES LARGER
THAN MINIMUM SIZE, AND/OR ORIENT THE BOX/STRUCTURE,
AND/OR PROVIDE TRANSITION TOPS AS NECESSARY TO ACCEPT
THE PIPE SIZES AND TO ACHIEVE THE PIPE ALIGNMENTS AS
SHOWN ON THE PLAN. PIPES SHALL NOT CONNECT AT BOX
CORNERS WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
2. SUMPS SHALL BE ZERO INCHES UNLESS OTHERWISE SHOWN.
3. THERE SHALL BE NO MAN STEPS UNLESS OTHERWISE SHOWN.
[NC DOT STANDARD DETAIL 840.45]
333FAYETTEVILLE STREET
SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX [phone]
VV MN.CLARKNEXSEN.COM
RECORD SET
ColeJenest
& Stone
tr v,,ror rnent
Reolizing the Possibilities
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.397.2929 Ph.
910.397.2971. Fax
CTT .lob #6729.00 Firm License Number: 17-0113
LjL
F_
.v
.J
W
00
�i „
W
z
w J j
OU 0
Q
V
1 ® F_
Q
®0
O
w U 0- Z
W 2 ® 04
W C) C o
> .�..w Cr o
©C®o(y0 t°0
Z ' t cn z
CN NO: 1602
DATE: 291ULY 2025
REVISIONS
No. Date Description
6 07/01 /15 VE REVISIONS
AUGril
' jll__CEIVE
0 3 201
BY:
T ATE
TA L.

fi
6
3
® x EXIST.�FiY
PAEDGE OF
VEMENT
O
�_A \\� \�\\ `\\ i-TIE-IN DITCH F.E. 30.0'
} �r \' 25.8 INV.
E.O. GRAVEL APPROX. 29.6' E.O. GRAVEL APPROX. 29.7'
�\� \ 4" .WIDE ♦ -` \\\��\ ,'� \ �` ` \•\\ \ \ \ \yyF, X ' �O �• -- � .1 { ! i � . i i j I_.__ i �
__. a
1 �BSOLID WHITE 4A \ \ \\` \ \ \ ♦ cs©I "� 113.1 t
--, E.O.T. e �, \ \ \, \ \ \ . \ 28.5 TOP OF PIPE _, . ! . !.;1 !_.. , , -_ _ = 28.6 TOP OF PIPE
{EDGE OF �o `Old\\ \' ��~ \ \ \ ♦� GAF PROPOSED DITCH INVERT -, ;-:--. -; ,- ;-_
TRAVEL LANE) ° c �� \\'\\\ \ \\ \ \ 24" RCP
\ \\\ \ Ny \
Q/o `S� ���'';c\\ �\ ' �\ : \ \ , ♦ DITCH INV. 26.0 i_NV. _ _
26.1 INV. DITCH INV.
E.O.P.
(EDGE OF
PAVEMENT) EI STI N G D R IVEWAY C:
��, o �. LOD
NTS
OPEN CUT & RESTORE
EXIST. DRIVEWAY
10'x7Q' SIGHT TRIANGLE 30 R s930
\ c
o-
24.5 PROPOSED DRIVEWAY WIDTH
0 PROPOSED RIGHT-OF-WAY 'Q ?s •\\` S \' p\ S�
�/' � � \\ =; coax ♦ ,j•
1O'x70' SIGHT `• \�\�'� e \� ?�'a` /
TRIANGLE
F.E. APPROX. 30.4' �G S/
' E.O.P. APPROX. 30.0 /<<O c�
E.O.P. APPROX. 30.0 '�� A e�
_ PROPOSED DITCH INVERT
27.70 TOP OF PIPE =I I=I I=I I (=I i,I I -=I (I=I ,. 1.2 -I I
--- - - - - - - - - - - - - - - - - - - - - 27.90 TOP OF PIPE
24" RCP
O \\ O
DITCH INV. 25.20_INV. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25.40 INV. DITCH INV. 1 O x7O' SIGHT TRIANGLE
1,.
PROPOSED DRIVEWAY ►tAtt ��� p
NTS � .� �, �� , op �,� \ \� \ ' �•/ ` pF,�p
10"
GENERAL NOTES:
TOP VIEW
1- MARKERS ARE GENERALLY NOT REQUIRED ALONG EDGE LINES EXCEPT
`Q
n�
IF DESIGNATED IN THE PLANS OR DIRECTED BY THE ENGINEER. WHEN
THEY ARE REQUIRED, SPACE THEM ON 20 FT. CENTERS, AND OFFSET
2 INCHES FROM THE EDGE LINE ON THE TRAFFIC SIDE.
;W4E183
2- PLACE CRYSTAL/RED MARKERS AT INTERSECTIONS AND INTERCHANGES
MOUNTED To CASTING wlrH ADHESIVE WHERE WRONG -WAY MOVEMENTS ARE POSSIBLE. POSITION THE RED SIDE
N
REFLECTOR AND METHODS RECOMMENDED BY THE
MANUFACTURE OF THE MARKERS AND OF THE MARKER TO FACE "WRONG -WAY" TRAFFIC. WHEN USED, PLACE
APPROVED BY THE ENGINEER. CRYSTAL/RED MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT.
3- DO NOT PLACE PAVEMENT MARKERS CLOSER THAN 3 INCHES TO A
1
I`
CASTING MOUNTED IN SAWCU7 GROOVE
PAVEMENT CONSTRUCTION JOINT (AS FEASIBLE), EXCEPT WHEN PLACED
WITH EPDXY ADHESIVE
BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP
LINES ON TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING IS
LEVELING LUG ALLOWED IN BOTH DIRECTIONS.
4- DO NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT
0
MARKING LINES.
0`J�
TIN WITH DOUBLE YELLOW
333, FAYETTEVI LLE STREET
Y° SUITE 1000
RALEIGH, NC 27601
919.828.1876 FAX 919,828.1877
Coll,
VVWIN.CLARKNEXSEN.COM
�R RECORD SET
51t" MAX. 5- PLACE PAVEMENT MARKERS USED IN CONJUNC
CENTER LINES MID -WAY BETWEEN THE LINES. PROVIDE A GAP
FRONT VIEW SIDE VIEW BETWEEN THE LINES AND THE MARKER TO REDUCE OVERSPRAYING THE \
REFLECTOR MARKER DURING REPAINTING OPERATIONS. Ev, N I TY MAP N.T.S.
CASTING %" MAX. PROJECTION
- - ABOVE PAVEMENT S- MARKERS ARE NOT REQUIRED ALONG MINI -SKIP LINES IN TAPERS.
SURFACE SURVEY DISCLAIMER
WEB TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY'
KEEL WEB KEEL BYRVEY 808 M. ISSUE JONES 5 3�CH CHESTRUARY NUT ST..13. PROVIDED
WILM NGTON,
PAVEMENT MARKER SPACING CHART NC 28401, 910-763-1941
TYPICAL PAVEMENT MARKER TOP VIEW
LENS "A" LENS "B"
TYPE OF PAVEMENT MARKING
TYPICAL SPACING (FT)
LENS B
E�
-�..'---
SIC YELLOW *YELLOW
RED
CRYSTAL
SKIP LINES AND CENTER LINES
---
LE"s A
ALONG THRU LANES -
CONTACT NCDOT FIELD REPRESENTATIVE
ALONG TANGENT SECTIONS AND
80
FOR COLOR COMBINATION REQUIRED.
HORIZONTAL CURVES LESS THAN 6°
HORIZONTAL CURVES ?:60
40
FRONT VIEW SIDE VIEW
LEGEND
TURN LANES -
DIRECTION OF
TRAFFIC FLOW
MINI -SKIP LINES
24
SKIP LINES
40
REFLECTOR
PAVEMENT MARKER NOTES:
SOLID LINES
20
1. USE A MINIMUM OF 1.44+/- SQ. INCH AREA FOR EACH REFLECTIVE LENS.
CENTER LINES
40
2. SAWCUT GROOVES TO DIMENSIONS PROVIDED BY THE MANUFACTURER.
MINI -SKIP LINES AT
24
3. CONTACT ALL LEVELING LUGS TO THE PAVEMENT SURFACE.
LANE DROP APPROACHES
4. REFLECTOR DIMENSIONS CAN VARY, BUT DESIGNED TO FIT IN THE CASTING
'TWO-WAY RAMP CENTER LINES
40
AND PROVIDE THE REQUIRED REFLECTIVITY.
SNOW -PLOWABLE PAVEMENT MARKERS
GORE LINES
20
NTS NC DOT STANDARD DETAIL 1253.01
PAINTED ISLANDS-
20
27.5' PROPOSED DRIVEWAY WIDTH
0 PROPOSED RIGHT-OF-WAY�� FFF �L 10
421
�Oo
/�, i � , • • �J . �\ \\`\'�/ \ ,\ \ \ \ \\ %• 'mil
® /� �� ,I ��' � �\\, ,�� \\ � e �\\\\\•` \ \�\ /fie \T°���T /
i F.E. APPROX. 30.2' i O
i E.O.P. APPROX. 30.0' E.O.P. APPROX. 30.0' 10'x70' SIGHT TRIANGLE %/ ll \ `\. \` ` \� \� \ e �� ?pp' �.1/� NcL �� °ip�
• .. \ ��� � \ � • TqA � ! 02�, tic sqr
PROPOSED DITCH INVERT ),� hod ; \ \t "\ \ , ram\ ` F,P �• /� L '9 rF ©�L
-- i ! ; 28.70 TOP OF PIPE /
28.30 TOP OF PIPE .��, ,__, : ,_.-• ._..;�E ,� --, t E---� ; -� � �- , ;__ �__ - ROAD • � \ � . O c�`
WIDEN D \ \ \ \ \ �` . h` 00 e / OAT°�'S,
24" RCPARE\F!i�,
DITCH NV 25.80 INV. 26.20 INV. DITCH INV.c'y�, 1 "� ♦ \ \ v� p\�'
WHITE
YELLOW 40
RAISED MEDIAN ISLANDS 40
WRONG WAY RAMP ARROW 5
TAPERS 40
NARROW BRIDGES -
EDGE LINE 20
CENTER LINE 40
ONE LANE BRIDGES -
EDGE LINE 20
WORK ZONE APPLICATIONS
2-LANE, 2-WAY ON -SITE DIVERSION 20 FT. FOR CENTER LINE
ALL OTHER DIVERSIONS �42 NORMAL SPACING
PAVEMENTRAISED
SPACINGINSTALLATION
L
E
G E N D
RTL
RIGHT TURN LANE
LTL
LEFT TURN LANE
E.O.P.
EDGE OF PAVEMENT
E.O.T.
EDGE OF TRAVEL
ROAD WIDENED AREA
- FO
-_._-•- FO
t`i&ER OPTIC LINE.
- OH
OH
OVERHEAD TELEPHONE
/ ELECTRIC LINES
-- T
T
UNDERGROUND
TELEPHONE LINES
-G-G-
GAS LINES
--SS
SANITARY SEWER LINES
SS
-- W
WATER LINES
WjWi
11111101
=LOD=
M
LIMIT OF DISTURBANCE
.---Ls
----0-
TEMPORARY SILT FENCE
0
IPF IRON PIPE FOUND
RIGHT OF WAY MONUMENT
®
D.O.T. RIGHT OF WAY DISK
-
-
BOUNDARY LINE -
NOT SURVEYED
-
-
RIGHT OF WAY LINE
-
CENTER LINE
------------
WETLAND LINE
- - - - - - - - EASEMENT LINE
X
SILT FENCE
AREA LIGHT WITH
2' CONC BASE
�{
POWER POLE
C---
POWER POLE GUY WIRE
+Q
FIRE HYDRANT
WATER VALVE
0
WATER METER
IRRIGATION VALVE
9
TELEPHONE PEDESTAL
W/
GAS VALVE
".
STREET SIGN
STORM DRAIN MANHOLE
CATCH BASIN
0 TREE
XX a- XX SPOT ELEVATION
ENGINEER NOTES
1. HIGH VOLTAGE ELECTRICAL POWER LINES
EXIST ON SITE. CONTACT BILL WILDER AT
DUKE ENERGY PROGRESS PRIOR TO
/ + ♦ \ NOTE• OWNER TO` CONVEY
PERFORMING .WORK. 91fl-383-4042 0 ,
910-520-3911.
R.O.W. EXTENSION AREA
I PROPOSED DRIVEWAY B ° �� \\°y F� •Sy OF 0.514 AC TO NCDOT 2. TO MAINTAIN DUKE ENERGY PROGRESS'S
o� '� / r\ �` e . \ \ \
REQUIRED REGULATORY COMPLIANCE, ALL
NTS s
_ - - TER LAYDOWN AND SOIL STOCKPfLE
0 DIRECT TAPER TURN LANE TURN LANE BAYS < 125 FT
© M WHITE 3'-9'/SP MINI -SKIP LINE WHITE 3'-9'/SP MINI -SKIP LINE
" WHITE LANE - .
��',' Z END OF TAPER LINE -
TAPER
> " = G� - TAPER
M Z --� _ 10' TURN LANE ARROW CENTERED IN
Z Q = � BAY TURN LANE BAY
Z,=, u -n TURN LANE BAYS 125 - 250 FT. WHITE LANE LINE %� WHITE 3'-9'/SP MINI -SKIP LINE
G7 F-•� P .
0==D "
�► TAPER
O TURN LANE BAY
Z 9 D.
TURN LANE BAYS 250 FT. OR GREATER
WHITE LANE LINE
CENTER BETWEEN FIRST AND LAST ARROWS
/-- WHITE 3'-9'/SP MINI -SKIP LINE
Bob
m
m
-��
TURN LANE BAY
_I
r-
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE
<
m
.�
_
�
LINE,
WHITE LENGTH
1� LENGTH OF SAY
CENTER BETWEEN FIRST
AND LAST ARROWS
WHITE 3' 9`/SP MINI -SKIP LINE
-1
m
4
- -
TWO-WAY LEFT TURN LANE
-
C:
Z.
Z
- - - - - - -
-
Z
©
3>
60'
>
A
TURN LANE BAY
160'
Cl)
>
SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS,
H
AND ARROW SPACING APPLY AS FOR THE VARIOUS
DOUBLE TURN LANES
TURN LANE BAY LENGTHS SHOWN ABOVE
ZZ
WHITE SKIP LANE LINE WHITE 3' 9'/SP MINI -SKIP LINE
0
WHITE LANE LINE, 1t LENGHT OF SAY
WHITE LANE LINE,
LENGHT OF BAY
-n
UP TO 125 MAX.
UP TO 250' MAX.
- - -
- - - - - - - . -
-
s
'..
WHITE 2'-6'/SP MINI -SKIP
�
r
TAPER
LINE �•
60'
CENTER BETWEEN FIRST
J
TURN LANE BAY AND LAST ARROWS
GENERAL NOTES: LEGEND
SHEET 1 OF 1 1- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04. PAVEMENT MARKING SHEET 1 OF 1
.r SYMBOL 1 205.01
1205.OV 2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER.
I VARIES I V
I
I TIE TO EXIST.
I GRADE I
� I
! 1�
I. MAX
VARI
RIGHT-OF-WAY WIDTH VARIES
2' PAVED SHOULDER WIDTH VARIES SEE PLANS 2' PAVED SHOULDER
TRAVEL AND TURN LANES WIDENING 6' GRASS SHOULDER
�� no SS SHOUL.DE WIDENING _-
A F ROAD
WIDTH. A5 WIDTH AS
PER PLAN 2" NCDOT SURFACE COARSE S9.5B PER PLAN
PROJECT 3" NCDOT FINDER COURSE 1 19.08 PROJECT
EXISTING I EXISTING j EXISTING I EXISTING
V/FT. SLOPE SLOPE I SLOPE SLOPE ;Y4"/FT. 17-­
3 ? i- I i i-_..._..; ! 1--=-\5 NCDOT BASE COARSE B25.OB _--
MAX EXIST. PAVEMENT SECTION.
PROPOSED GRADE COMPACTED EXISTING SUBGRADE OR TYPE & DEPTH UNKNOWN
SUITABLE COMPACTED FILL.
FOR DITCH SECTION SUBJECT TO SATISFACTORY PROOF ROLL
VARIES
11_�
3
MAX
PROPOSED GRADE -/
FOR DITCH SECTION
MA IAL
AND ALL OTHER STORAGE SHALL BE I
LOCATED OUTSIDE THE DUKE ENERGY
PROGRESS TRANSMISSION RIGHT -OF --WAY
AS SHOWN.
3. CONTRACTOR TO PROVIDE AS -BUILT
SURVEY WITHIN DUKE ENERGY PROGRESS
RIGHT--OF-WAY. SEE SPECIFICATIONS.
4. CONTACT PIEDMONT NATURAL GAS FOR i
GAS LINE RE-ROUTING AND GAS SERVICE l
INSTALLATION. CARL PAQUET 910-251-2818.
5. CONTRACTOR TO COMPLY WITH ALL OSHA
AND NESC CODES REGARDING EQUIPMENT
CLEARANCES AND APPROACH DISTANCES
FROM 230 KV OVERHEAD ELECTRIC LINES.
6. ONLY NEW HANOVER COUNTY REGULATED
TREES ARE SHOWN, AS REQUIRED.
ADDITIONAL TREES EXIST ON SITE, BUT ARE j
NOT REGULATED, AND THEREFORE, NOT
SHOWN. THESE ADDITIONAL TREES WITHIN
LIMIT OF DISTURBANCE SHALL BE REMOVED
AS NECESSARY TO FACILITATE CONSTRUCTION.
10'x70' SIGHT TRIANGLE 8 �,oc�`OtiG I
��y, -I-\ COMPOSITE MAP PROVIDED BY CAPE
y` - v -Tc�' �' FEAR COMMUNITY COLLEGE & BASED
REMOVE EXIST. CURB & ,1' \ \ lkcF \
GUTTER AS NECESSARY I,l ' , \ `oGT \ \ \ \ `\ T o \ tiS 9'/iji, \ ON DRAWINGS BY WK DICKSON &
(TYP.) �'` i o° rF - <, •�, `�,1\� \ \ \ \ \ \ \ \ \ \\k/AS'o \ OTHERS, DATED 3/10/10 & SHOULD
,� ` ": \ �\ \� `SBE USED FOR VISUAL PURPOSES ONLY.
25.5 PROPOSED DRIVEWAY F
/ ti, °� / / / \ a` ` \\ \ ; �. `\\ � `T
WIDTH @ PROPOSED Q` -
/ e \ �F \ \ ♦ ` `. \ \
RIGHT--OF--WAY 0.Q °<<
q 4J®
"vI,�\ \ ♦ \ 10'x70' SIGHT sFyF
s \ F.�S \\ \ \\\
TRIANGLE °�'s ~ \ S
V MOVE EXIST. STOP, STREET, 6'S. O,0 \ \ 1,\k\ \ \ \ \ ♦ \ �\ \ `\ \ \ \\\ \ \
& CFCC SIGNAGE IF/AS
NEEDED IN THIS AREA \ �'\` \ \ `\` \ \ \ • \ ` \ \ `
CFCC PLANTER TO REMAIN
F.E. APPROX. 33.1' / \ \� `\
\ \\`
E.O.P. APPROX. 32.5 E.O.P. APPROX. 32.8'
\\\ \ \ \ ♦ \ �� \ O i
\ \ \ \ \ \
(NGVD29)
;� -
29.74 TOP OF PIPE - ? ; ! (, ; �! , 5' -1 1 - 29.95 TOP OF PIPE '� ! \
(NGVD29) _ - (NGVD29)
24 RCP I F+ \ F� \ \\\ \\ \ \ \ \,� \ - ` \ \\ \ O� � \ \ \
_ _ _ _ _ _ 27.45 INV. DITCH INV. -
DITCH INV. 27_24 INV _ - - - \\
(NGVD29) - - (NGVD29)
PROPOSED DRIVEWAY AT EDUCATION LOOP
NTS
VARIES I VARIES I
i TIE TO EXIST.
I GRADE
I
j1
MAX
RIP RAP DIMENSIONS
OUTLET LOCATION
PIPE
Size
(in)
W1
(ft)
W2
(ft)
La
(ft)
Average
Rip Rap
Size (in)
d
(Depth)
(in)
DRIVEWAY "A"
24
6
14
12
6
9
DRIVEWAY "B"
24
6
14
12
1 6
9
DRIVEWAY "C"
24
6
14
12
6
9
EDUCATION LOOP
24
6
14
12
6
9
FROM DI29
1 15
1
1 14
12
6
9
\+
It
NEW GUARD RAIL\
La TO MATCH EXIST.
REMOVE \ \ \\\
EXIST. GUARD
N RAIL
E.O.P. \ \\\
RIPRAP PAVEMENT \
FLOW EDGE OF
PAVEMENT PLAN FOR )
-' -- - - - WORK IN NCDOT RIGHT OF WAY
SCALE: C=40'
c�
tJP
d (DEPTH) 40 0 q0 80
,.
SILL
FEN
(TYI
RIP RAP APRON DETAIL _.___ .._.....__...._............._-.._._._., �a�" - 4" WIDE SOLID WHITE
J.,
_... _ .. _...._ _... __......-.__..... _...._...__...__.....__ .. . _ _..... E.O.T. {EDGE OF
NTS TRAVEL LANE)
CaleJenest
&one
�rto v `fie t nVlronment'
Realizing the Possibilities
CRISER
TROUTMAN
TANNER
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
910.397.2929 Ph.
910.397.2971 Fax
CTT Job #6729.00 Firm License Number: F-0113
Uj
Uj
Uj
U
Uj
C)
..... 00
o LLJ N
Q
LL W Z
LU
Q 0
Q
� U
1 z ® �
W 00
dZ
U D_ Cr MZ G�
w C =) v�y N�
.�. Q Qm~ UU
U_ U ®Z o00
..� 00
-11-
J CO -
< O 0400 J 00
< UZ (W-)Z
CN NO: 1602
DATE: 29 JULY 2015
REVISIONS
No. Date Description
1 3/26/15 PER NCDOT
6 07/01 /1-6,
;=
1
BY:
ROADWAY
IMPROVEMENTS

� FINAL DESIGN.- NOT RELEASED FOR CONSTRUCTION
SOLUTIONS THROUGH LISTENING

4 5 6
2 3
A.
1-40 1. VERTICAL DATUM IS NGVD 27. 4CAPE FEAR COMM.
LEQENQ
2. HORIZONTAL DATUM IS NAD83(86).
4COLLEGE COSMO.
3- ALL AREAS CALCULATED BY COORDINATES. SIGN
FIRE HYDRANT
4. THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN A FEMA BUILDING
DESIGNATED 1,00 YEAR FLOOD HAZARD AREA. AS INDICATED ON FEMA FIRM
MAP -NUMBERS: WATER VALVE
3720323100J, EFFECTIVE DATE APRIL 3, 2006 FILE#
3720323000J. EFFECTIVE DATE APRIL 3, 2006 W_ WATER LINE
DCC# 1455
TELEPHONE RISER
SIT 5. LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON
LIGHT POLE
LOCATION OF VISIBLE ABOVE GROUND IMPROVEMENTS, RECORD DRAWINGS
PROVIDED BY UTILITIES AND LOCATION OF PAINT MARKINGS BY ACLS.
ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON MAY EXIST. SS-(S)-Ss SEWER LINE MANHOI F
TION AND/OR PRESENCE OF UTILITIES NTH
0 CONTRACTOR MUST CONFIRM LOCA
APPROPRIATE UTILITY COMPANIES BEFORE ANY LAND DISTURBING ACTIVITIES SIGN
TAKE PLACE.
1-40
E
PROPERTY LINE
0
6. SURVEY COMPLETED JUNE 05, 2007.
wK
I KS N -
community infrastructure consultan ts
MURR LLE RD SSMH
TOP 30.40
DENISE FREUND
INV - CONTACT,
24.40 DFREUNDOVVI<DICKSON COM
AV N
KERR
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
LOCATION MAP
N.T.S.. Office Locations:
Georgia
North Carolina
W- W South Carolina Florida
W W W W W W
W W W W W W W_
. . . . . . . . . . . . . . . . . . . . . . .
ASPHALT
CONC CURB. GUTTER CONC CURB. GUTTER
CONC CURB. & GUTTER I
CONC CURB. & GUTTER VA
INLET ASPHALT ASPHALT
TOP CURB 30.15 INLET- ASPHALT TOP CURB 33.19 _34-
..... . . ..... CONC CUR INLET
INV 26.24 a. & GU TOP CURB 31.72 &?
INV 26.52 -32- INV 27.41 CONC CURB. & GUTTER.
3: IRRIGAIRON IN - - -
W W W ------ 7
z r
w .14triv= W_ "ZI
w OAK
W
w w W_ W IRRIGATION E
IRRylAffo -uNE ZZ -32 - - - - - - pp_ 4"OAK _ft_4*OAK
4"OAK 4"OAK 4*OAK 0 , - ��- - - _� - w
4*0 a
_.;_.!jj0AK
-0 - - - - - - -29- - - - - - - - - -- - - - - - - M30-� - - - - - - - - - - - - - - - - - ____3O - - - - - - - - - - - -
(0 ft - - - - - - - 29- - - -� - - - - - - - - -- - - - - - - - - - - -29
% - - - - - - - - 28 - - - - - - - - - - -
- - - - - - - - - - - - - - -28 - - - - - - - - - - - - - - - - - - - - - - - - - - - 28 - - - - - - - - - - - --
% _27- -27- _27- s"
-26 - - - - - ---- - - - Iq-v- 26.39
I INV 27.27
DITCH DITCH _27-
00. - - - - - - - 27 - - - - -- - - - - - - - - - - - - -28-
- - - - - - - ---
- - - - - - - 28 - - - - - - - - - - - - - - - - _29-
D- -2,9-
- - - - - - 30----- 05
- - - - - - - - - - - - KV 27.73
A'25,90 .
- - - 31
- - - - - - - - - -
-32- -
- - - - - - 32- - - - - - - - - - -
-33 - - - - - - - - - - - - - - - - - -33 - - - - - - - - - - - - - - - - - -
'�r'MAPLE - -34 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 34-
_35 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35 - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- 36 - - - - - - - - - Ix
_36- - _ X . - - - - - - - - - - - - - 2;
- - - - - - - - - - --- - - - - - - - - - - - - - - ---- - - 37 - - - - - - - - -- - - - - ___ -\ 2
7 -38 - - - - - - - - - -- --- - - - - - - - - - - - - - - - --
(6(A
<
C5
_j (L )fill BO
E Y
FOREBAY
LLJ L6
MAPLE
M
if
LS3P ASSOCIATES, LTD.
4'MAPLE If
2528 INDEPENDENCE BLVD. SUITE 200
WILMINGrON, NORTH CAROUNA 28412
I 10\ It
7".9901 , FAX [phone]
TEL 910.
WWWLS3P.COM
If
4"MAPLE if VAULT TOP 31.69
INV OUT 26.79
I WOAK CURB INLET INV IN NE 27.11
RIM 31.17 INV IN W'26-94
INV IN=26.77 INV IN E_ 26.94
-40 - - - - - - - - - - - - - - - IN V OUT=26.72
_37- - - - - - - - - - - - - - - - -39 - - - --- - - - - - - - - - - --
10*OAK -36- - - - - - - - - - - - 38
_35- - - - - - --- - - - - - - - - - - - - - - - - - -
-34 - - -- ---- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - ____35 - - - - - - - - - - - - - - - - - -- --
___j5 RCP
34- - - -
-33- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
INLET aq
RIM 31.16
*MAPLE
10"GUM 12
lj)�* INV OUT=29.32,
C 10"MAPLE
SSMH
Im23 50 SS _SS 1-24.06 J-24.18 SS ss 10"PVC TOP 32.38
N
SSMH Ss
10*PVC
TOP 30.58 ss -24. 1-24.97 SS
SSMH
TOP 29.97
3*CYPRESS W_ w 12*
W
-wV W_
M W W W
10"GUM
t
3'CYPRESS WOODS
ASPHALT
/r�\3`CYPRESS
CIS _30-
911vok
M
10'GUM
STORM WATER
M-f
DETENTION
I \ 'k SSMH
POND 2 \ % '-01' \
� \ \ \_ �_ TOP 30.50
WOODS
MEMBERS OF THE AMERICAN INSTITM OF ARCHITECTS
COPYRIGHT 2006 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
CURB INLET
MAY NOT BE REPRODUCED
RIM 31.75 DOCUMENTATION
WOODS INV IN=27.56 ITTEN PERMISSION
INV OUT-27.56
IN ANY FORM WITHOUT WR
FROM LS3P ASSOCIATES LTD.
WOODS TOP-31.12
CURB INLET INV IN-27.62
WOODS
RIM 3117
INV IN-* 28.06 REVISIONS:
V OUT�-27.58
C3
0
0
B -28, INV=27.63 GATE CONTROL-
-29-
0
z
0
0
WOODS
0
Al"PROVED
10, 0, 0 NORTH CAROLINA ENVIRONMENTAL
Y
MANAGEMENT COMMISSION
<
r DIVISION OF WATER QUALITY
0 �Z 3 /410,0
z
. . ........
0 . . .. ........
a.
x
1. 0 x
OR
PROJECT:
0
0 DATE: 4 June 2007
DRAWNBY: JRM
41,
0
r
tl/
i 1%9.3
T A2\)
CHECKED BY: MAS
z
'90
7
'0
lav,
ro, a'-
SSMH
a. TOP 29.81
WOODS
07
0 kpl
w CI).
A -
z
0
00 �' 0-
0
//z//
SEWER
PUMP
STATION C)
OR
A

i
2.
ALL WORK. IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY" AND .THE STATE- OF NORTH .
1.:
CONTRACTOR TO NOTIFY NEW HANOVER COUNTY ENGINEERING DEPARTMENT PRIOR T
CAROLINA.
B GINNING C
E ONSTRUCTION AND HAVE A PRECONSTRUCTI4N MEETING ON SITE BEFORE WORK
BEGINS C910--798-7139)
2
ANY. DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
,� .
OWNER PRIOR TO START "OF CONSTRUCTION. GENERAL .CONTRACTOR SHALL BE RESPONSIBLE
1
THE CONTRACTORAS IS T4 ESTABLISH AND CHECK ALL HORIZONTAL AND. 'VERTICAL: CONTROLS .T0
FOR VERIFICATION OF ..ALL SETBACKS EASEMENTS AND DIMENSIONS SHOWN .HEREON BEFORE
BE USED WITH `THE PROD ECT. tN ADDITION, THE CONTRACTOR IS TQ COMP,UTE :THE LAYQUT..OF
2.
PRIOR TO ANY CLEARING G
, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING
.
BEGINNING CONSTRUCTION.
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING. ANY WORK ASSOCIATED' . WI
S WITH" THE SUBJECT
WILB L E INSTALLED AROUND: PROTECTED (? G
TED TREES, R ROVES OF -:TREES AND .NO CONSTRUCTION
PLANS: CONTRACTOR SMALL EMPLOY A: PROFESSIONAL SURVEYOR TO PERFORM : €. -
_S TE
TO
OLS,'. OOLS MATERIALS OR VEHICLES ARE _PERMITTED WITHIN THE TREE PROTECTION
3.
.THE GENERAL CONTRACTOR SHALL. CONTACT ALL 'OWNERS OF EASEMENTS UTILITIES AND.
IMPROVEMENT: STAKEOUT S' .... .
C . ).
FENCING:
R.O.W. S PUBLIC 0 P R R}V ATE; PRIOR TO WORKING IN .AREAS::.
.THESE
4.,
AN YTIME WORK. IS PERFORMED OFF --SITE OR . WITHIN. AN EXISTING EASEMENT" THE CONTRACTOR .
> ..
3.
CONSTRUCT P
TEMPORARY CONSTRUCTION ENTRANCE.
4.
.
CONTRACTOR SHALL MAINTAIN THE SITE tN A MANNER° SO THAT WORKMEN AND PUBLIC
IS TO NOTIFY. `THE HOLDER. OF SAID 'EASEMENT AS TO THE NATO F PROPO
SED OSED'WQRK ,:AND
'SHALL .BE. PROTECTED FROM INJURY, AND ADJOINING PROPERTY. PROTECTED FROM DAMAGE
TO FOLLOW ANY GUID
GUIDELINESOR STANDARDS WHICH ARE .ASSOCIATED WITH OR REFERENCED IN,
4:
INSTALL ANY . EROSION,, CONTROL .MEASURES INCLUDING THOSE AT STAGING AREA .S .
C )
:
THE RECORDED EASEMENT.
EMENT.
5.
CLEAR AND R MO O M SlTE ALL TR EES, ROUT MAT, ETC. FROM THE 1M"THIN
5, °
ACCESS TO UiILI TIES, FIRE HYDRANTS; STREET LIGHTING, ETC.; .SHAta REMAIN
-
:: ,ROOTS, .AREA
DESIGNATED. CLEARING .LIMITS.
UNDISTURBED,
BED,'. UNLESS'` COORDINATED WITH THE "RESPECTIVE UTILITY.
RALGENENOTE S
6.
INSTALL SEDIMENT AND .EROSION/TURBIDITY :. MEASURES : AS SHOWN, ' AS .CONSTRUCTION. :
.:`D0 to
NOT SCALE THIS D T DRAWING -:'AS € IS,'A REPRODUCTION, AND SUBJECT TO DISTORTION.
1.
EXISTING CONDITIONS WERE TAKEN FROM -.-SURVEY URVEY COMPLETED BYWK DICKSONDICKSON&CO., .INC.
PROGRESSES.'. AT THE, .OF EACH DAY EROSIQ NCONTROLDEV{CES MUST'BE
EIN PLACE, AS
7,
THE GENERAL CONTRACTOR ,.SHALL REMOVE ALL DEBRIS FROM THE SITE UPON OF
TITLED EXISTING :CONDITIQNS, DATED JUKE. 5, . 2007
.. .
DEPICTED ON "THE PLANS, UP TO THE CURRENT END . QF DISTURBED AREA.
.COMPLETION
E PROJECT AND. AT LEAST ONCE AWEEK-DURING.: CONSTRUCTION:
2.
CONTRACTOR SHALL COMPLY WITH',ALL:
THE LATEST REVISIONS AND INTERPRETATIONS OF THE
7:'
IMMEDIATELY
M A UPON 'COMPLETION-
TELYOE WORK ' . DISTURBED `.AREAS` :ARE TO 8E LEVELED OUT
8.
;,
THE, GENERAL CONTRACTOR' SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION L#M TS
r
DEPARTMENT 'OF. LABOR SAFETY . AND.. HEALTH .REGULATIONS FOR- CONSTRUCTION PROMULGATED
SEEDED, , AND : MULCHED .,"DISTURBED AREAS. " ARE NOT: TO LAY EXPOSED -LONGER THAN . 21- DAYS.
.
CLEAN AT AH: TIMES.
...
.UNDER THE OCCUPATIONAL
OVAL SAFETY AND. HEALTH ACT.
,
-.
8.
-
DURING' GRADING
ADtNG AND: AFTER, GRADING .HAS, .BEEN'.. COMPLETED,: CONTRACTOR SHALL CONTINUE
9.
THE SIGN CONTRACTOR WILL ERECT AND''ILLUMINATE
E A HATE. SITE IDENTIFICATION StGNAGE PER
3.
CONTRACTOR SHALL PLAN .AND. CONSTRUCT WQRK . SO AS, TO CAUSE MINIMUM INCONVENIENCE .
TO..MAINTAtN PE N
RMANE T AND TEMPORARY. CONTROL MEASURES UNTIL FINAL
, ..ILEUM
.: -,; ,.
OWNERS SPECIE€CATIONS SEE PLANS:
TO THE. OWNER, .AND THE PUBLIC. . -THE CONTRACTOR SHALL PROVIDE ERECT AND.. MAINTAIN. AT
INSPECTION AND APPROVAL _ BY THE. NEW HANOVER COUNTY ENGINEERING . DEPARTMENT... .- ...
.ARCHITECTURAL
ALL;11ME ' DU S ING R THE PROG RE SS. OR -TEMPORARY. SUS K .,
PENSION OF WOR S T UI BLE .BAR # _ A R ERS
F SSHALL.
FENCES,'
ENCE ,SIGNS OR OTHER ADEQUATE : PROTECTION . INCLUDING FLAGMEN :AND WATCHMEN AS ­
9.
;
_ ...
CONTRACTOR.: CLEAN AND :RESTORE TQ PRE --CONSTRUCTION 'CONDITIONS NY
A . AREAS
10.
ALL 'UTILITIES "TO` SERVICE BUILDING, SH G
AI_L BE UNDER. ROUND -ON .,SIT
.E
NECESSARY- ..." .
TO .€NSURE THE SAFETY OF THE .PUBLIC. AS WELL. AS THOSE .ENGAGED iN TH
_
OUTSIDE TH E PROJ CT AGED DUE T0: THE.: FAILURE OF: THE. EROSION...
E LIMITS .THAT MAY BE DAM -
11.
,
ALL STREET ES, `. DRIVEWAYS, CULVERTS, :CURB AND GUTTERS,, ROADSIDE. DRAINAGE
..
CON STRUCTION::.WORK. CONSTRUCTION.'SIGNING .: , :
NG '.SHALL .BE _iN. ACCORDANCE :WITH THE LATEST"
:CON TR4L MEASURES. ,
,SURFAC
DITCHES AND :OTHER STRUCTURES THAT ARE DISTURBED, OR"' DAMAGED IN ANY MANNER: AS A
.
E TIO F
N 0 CONSTRUCTION . AND. MAIN TENANCE OPERATIONS SUPPLEMENT T4 THE 'M ANUAL ON
UNIFORM TRAFFIC CONTROL: DEVICES'. BY THE
10._WATER,
_. -
FERTILIZE, MOW AND :MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL 'FINAL
.
RESULT OF CONSTRUCTION SHALL BE 'REPLACED: OR REPAIR D .IN :. CCO D
E A R ANCE :WITH THE
.DOT.._ .. ". -.
,.
....,
APPROVAL. BY NEW HANOVER COUNTY..
SPECIFICATIONS'
N ANY MISSING OR ,BROKEN SIDEWALK . PANELS. OR CURBING WILL BE REP�.ACEO
.. , . ,.
!N :ACCORDANCE: WITH THE SPECIFICATIONS..
..
ALL MATERIAL
LCLA -CLEARED: OR DEMO LI SHED .BY THE CONTRACTOR. IN,ORDER- DER TO -
R CONSTRUCT THE
WORK. SHALL BECOME, THE PROPERTY Off' THE ON B
E .G CONTRACTOR AND SHALL,'BE E PROPERLY
11.
,
,: ,
VE E EMAIN N, # G TEMP;.
REMOVE. THE R1.MEASURES:,.
ORARY EROSION CONTROL,. UPON: APPROVAL BY NEW,
, ..
12.
.
' , . .
, , »,. .
CONTRACTOR SHALL MAINTAIN AS —BUILT".,:
DRAWINGS TO :RECORD THE EXACT
-
DIP
S OSED OF OFF —SITE.
A VER COUNTY. ,
-AN . ,OF
LOCATION; OF ALL PIPING PRIOR TO .CONCEALMENT. DRAWINGS 'SHALL BE- GIVEN: TO -THE OWNER ' .
M
ANCE. P(„AN_
UPON COMPLETION OF THE PROJECT: WITH A'. COPY OF THE TRANSMITTAL. LETTER TO THE
5..
ALL WORK B TH
Y E CONTRACTOR' .SHALL .BE WARRANTED B AC
Y THE CON -TRACTOR TOR- FOR A PERIOD
�IN.i�N
. .
ENGINEER..
:.:..
N . 0 E YEARTHE-OWNER
AFTER,
OFAC CEPTS THE WORK.
:
1..
.. ..
ALL , EROSION N
AND SEDIMENT'CONTROL
C NTROL P AC S
R T#CE 1MLL BE CHECKED. .S TABtUTY:AND
. .
:.
OPE A ON --
R T} FOLLOWING.. EVERY RUNOFF PRODUCING ..RAINFALL .BUT NO CASE LESS THAW.
13:'
:!F DEPAARTURES FROM THE SPECIFICATIONS OR DRAWINGS AR
_ BY. THE '
D
DEMOLITION
..
TION NOTES
. "!N
ONCE EVERY . E ANY -NEEDED REPAIRS WELL BE MADE IMMEDIATELY TO :MAINTA{N L
AL
CONTRACTOR, DETAILS OF ,SUCH .DEPARTURES.. AND' REASONS THEREOF SHALL BE. GIVEN -TOTHE '
..::
RRACTIGES AS DESIGNED.'- ..
VIEW;' NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE
_.._
WITHOUT THE PERMISSION. OF THE OWNER:
"
. 1.
CONTRACTOR TO COORDINATE WITH. THE OWNER TO.PROPE L MAINTAIN O R Y MA N A. R RELOCATE EXISTING.
,., . ..
UT1LI S TY SERVICE:CONNECTIONS WHEN. NECESSARY..:.
2:
ALL CONSTRUCTION
TlON ENTRANCES WILL,BE PERIODICALLY TOP .DRESSED WITH. AN . ADDITIONAL
'STATE
2. { CHES
N OF #4 .STONE TO .MAINTAIN PROPER. DEPTH.':,,ANY. SEDIMENT THAT. IS TRACKED.,
14:"
ALL CONSTRUCTION TO BE !N ACCORDANCE WITH PERMITS ISSUED`. AND''APPL#CABLE ,
.. 2.
. _
CONTRACTOR 1S TO WALK THE SI'iE' ANt� RFrn�At= t=A�Itt taR. wt'��.t .`ruF ��npt= -n� n�a�rn� t�nN
-
INTO, THE STREET: W!!.L BE MM D€ >..:
I E ATELY REMOVED, . ,. , ..
_ :"
COUNTY,
NTY,:"AND LOCAL CO DES: ,

r
..............:.............................
• 'i , n O
TA
,pp
t0
A
rp
GRAPHIC SCALE
ct�
_
20 0 10 20' 40
ai.
IN FEE
SCALE. 1 . 20

IL
mQ
0�
;y a
x �
GRAPHIC SCALE
.-
t ...�
_ 20 0 10 20 40
m
`
ah
(IN FEET)
a%
SCALE: 1" = 2V

1
ASPHALT
=� PROPOSED R!P ,RAP APRON
=� PROPOSED R!P ,RAP APRON
M
ROOFDRAtN OUTF ALL
�
6 o
I' _ 3 INV. 2 Q
w
W
i.
Yi
-33 -
-- -�^ -- - - - ---36-
j
t D. AREA LIMITS OF DISTURBED.
t 92 AC
D
,.'
y
i
OOF)
.' .. M
i \
4.1
\\\ r
(1) 6" 90' BEND o
-- - ---,- ---... _.._.... _
- - - - .....,.__. - - --- - -. .�. ... - -
CONNECT TO: DRAINLINE
FROM -COND. BASIN .
,Q CLEANOUTANV. 33.44
TREEPRQTECi1ON
C
1-23 50
SSP, H
TOP '29.97
DEEM
.3
INV IN=28.06 T
>o: \. p
Lu
\t\
1.
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS .
COPYRIGHT YEAR ALL, RIGHTS RESERVED'
PRINTED:OR, ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION.'
FROM LS3P ASSOCIATESLTD.
REVISIONS:
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT CO MMISSION
DIVISION OF WATER QUALITY
GRADING, DRAINAGE91,
AND
CONTROLP.LAN.
SOLUTIONS THROUGH LISTENING
.100% CONSTRUCTION DOCUMENTS,

2
3
4
5
.6
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
War %1`%XS"`N,:
community. Infrastructure. consultants
INV 27-27
-VlcrmTy
-------- CONTACT. DENISE FREUND
- ------- 27 DFREUNDOWKDICKSON.COM
=500$
909 MARKET -STREET
F---------- L
[phone]
INV; 2 8
­­30"
Office Locations:
it Noeth Carolina
Ge'orgio
It
VW MINGTON, NC.28401
OFDRAIN OU"FALL
I WLET South Carolino
TOP 32.05 Florida
It INV 27.75 . . . . . . ........................ .......
It
- - - - -- - - - - - 7- ­71 --- I - - . . . I 1 11 - I I I . �
- - - - - - - - - - - - - - --- - - - - TC34.'60
----------------
p 00-1 It
I G 34.10
' NR
01
TC34.17
it I TC3 .77
G 33.67
------ ITC34�1401
------- PROPOSED
------ -----
J
3 7
---- --------- ---------------
------- ------------- IG 33.i901 00�1 Go
7 CURB� INLET
TION.
f ----------
RECONFIGURA
-RIM TO 33.77
ADJUST
It
It
TC 0
LJ 'G 3 .5
IJC3 it
It CLEANOUT I G 33.761
INV. 31-38 j
D
_T
ji , FTC34.0
> 6 b
D - TC34.2i
I TC33.93
LIMITS OF DISTURBED AREA 5
0
G 33.76 0
0.33 AC .4 69, �4.1 6 1 IG 33,'431
1 TC34-w4
it I 33.0y
G 33.
k
:D
ITC34.191
I TC34.37
4,' -7
33.91 1 G � 33.691 FT-C-3,
K 173
it ft I �u G 33.63
Lip 00 11� C
Z) OD SSMH
.94 33'79 TOP 33.39
C4 5E4j:]2� C)
It
16 1: PVI T1 t*_%� 1) TnOV HII nil f*-%
Z
TC34.3 34.21 .0
(Dil F. F. EL. 35.00
-A 33.71
It
I T-,C34.' 40 1 TZ 4.35
171
I TC34.
PROPOSED ONEY
V I La 33
44,
�"­CURB-'INLET
ONFIGURAMON
I/ EC
11 33.97 ADJUST RIM70, 33.5
.31.69
I G .34.14 1 TC34 31 -1 TOP LOVASSOCIATESITD
G 33481 1 CURB INLET INV.OUT 26.79
3 .22 66.86 INV iN'NE 27.11 2528 INDEP.ENIDENCE BLVD., SUffE'200'
--------------- -4 1 TC33.801 RIM 31.17 1 INV IN W� 26.�4 WILMINGTON. N
------------- -3 ORTH CIAROUNA. 28412
- - - - - - - - - - - - - - - - - - - - /Cj INV OUT"26. INV IN E 2.6.94 TEL [phone]"1 , FAX910.
790.3111
-----------------------
------ G 3 .36 IG 33. INV IN=26.77
LEANOUT .72�
------- ----------------- ------
- -------------- -------- INV.,/:33.4A
WWW153P.COM
-------------------- G_/33.0,
------------ --------------------------------
I I
----------------- ------
------------- ------------- AFT
- - - - - - - - - - v, 00
CP------------
----------------------------------- --------- ------ G 3.346
.46 --------------------------
---------------
L D
�10"GUM PORARY
CONSTRUCTION
P6 LIMITS OF DISTURBED AREA
C - N . I I ENTRANCE (SEE
AC
DETAI ITC32. SSMH
1=2
1=23.50 4.18 'IG (`V
_LlN 4-01 32.30 TOP 32.38
-4-
1 O"PVr.
3,31AH D LODAW, LOD
SSMH -24�8ZX 1 O"PVC
1 2497
TOP 29.97 9 31101
----------------
---------------
-------------
12"
0
(Y�
X"
7
'�O"Gljm
WOODS
33
32
001 GOl
A
(10
00 ASPHALT
L
--------------
TC33.1 0
G 3 .60
I TC33.751
TC34. ZOI
IG 3
IG 34.20
2 G U ttvi
MEMBERS OF THE AMERICAN INSTITLITE OF ARCHI
TECTS
-Ile
0,
COPYRIGHT YEAR ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC,DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
WOODS
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM
LS3P ASSOCIATES LTD.,
Is,
6'
--------- It
REVISIONS:
B
C R8 INLET
RIM 31.75
t WOODS
INV !N=27.56
INV OUT=27.56
DI
WOODS
CURB INLET INV !N=27,62
A
RIM 31.17
J-)
INV IN=28.06
)�NV OUT=27.58 0\
A PROVED
0
NORTH CAROLINA E
GATE CON­?rROL NVIRONMENTAL
0, 1l4V=27.63 MANAGEMENT COMMISSION
0'
N OF WATER QUA
LITY
0
z PROJECT.�)- FCC COSMETOLOGY BUILDING
0 DATE: 12 OCTOBER 2007
z NOTE:
DRAWN BY: MC
1. CONTRACTOR TO VERIFY THE LOCATION OF SILT FENCE
CHECKED BY: DLF
Wl)prk, T
NTH GRADING PLAN.

2 4 5
6
LANDSCAPE SPECS
INLET ASPHALT
�TOP CURB 33.19 PLANI MATERIALS,
INV 27.41
CONC CURB. & GUTTER GENMAL ELANJINQ IREE5 AND 5EECIMEN SHRUOS
"AMERICAN STANDARD
PROVIDE PLANTS TRUE TO SPECIES AND VARIElYCOMPLYING NTH RECOMMENDATIONS OF ANSI Z60.1
SET BALLED AND BURLAPPED (B&B) STOCKON LAYER, OF COMPACTED PLANTING'SOIL MIXTURE,, PLUMB ANDIN CENTER.OF
FOR NURSERY STOCK"
PIT OR TRENCH WITH: TOP OF BALL 2" -3* ABOVE FINISH GRADE AND ALSO e 3' ABOVE THE GRADE -THEY BORE TO
4"oAk,
V.- 4,
I NATURAL GRADE BEFORE TRANSPLANTING. REMOVt ALL'STRAPS AND ROPES, MADE OF MAN-MADE FIBERS COMPLETELY FROM
q, 1P 'A/ 1$1 ---tV,�,y4l�&AK ­- , ­­ `V __�_ . `V '-
SPECIFIC REQUIREMENTS -CONCERNING PLANT MATERIAL AND THE MANNER IN WHICH IT IS TO BE SUPPLIED ARE SHOWN ON
OVE BURLAPAND BIODEGRADABLE ROPES FORM TOP HALF OF* ROOTBALL CUTAND REMOVE
'JG " ., I
-P 4
ROOTBALL.. LOOSEN AND REM
GAS GAS 7. Gl)� I -
NAS 2.
THE DRAWINGS AND PLANT LIST.
-SIDES'OF 'BALL, AND WORK EACH LAYER M SETTLE. BACKFILL,AND
PLACE ADDITIONAL, BACKFILL AROUND BASE'AND
\Ik -APB - ALL WIRE. BASKETS BEFORE BACKFILLING.' USE PLANTING SOIL. MIXTURE TO BACKFILL PLANT PITS. WHEN PLANTS ARE SEV
APR
ALN,,sV,,
V V 3. ACCLIMATIZATION: PLANTS MUST.HAVE GROWN UNDER CUMA11C CONDITIONS SIMILAR TO THOSE -OF. THE LOCALITY OF THE
WHEN EXCAVATION IS .2/3
ELIMINATE, VOIDS AND AIR POCKETS. APPROXIMATELY FULL, WATER' THOROUGHLY PLACING
PROJECT SITE FOR A'MINIMUM OFjW0 YEARS IMMEDIATELY PRIOR TO BEING PLANTED ON THE PROJECT.
:4 REMAINDER: OF BACKFILL. REPEAT WATERING. UNTIL NO MORE' IS ABSORBED. -WATER AGAIN AFTER. PLACING FINAL LAYER 6F*
14'
�IN _27/2F
A a
Q SIZE
4� __N
QUWTY A
0\ 4 [4:
f1t*1MTPAr%T nP 4ZW Al I OPUAW Al I A I
1. FURNISH NURSERY GROWN. PLANTS, FRESHLY DUG, NORMALLY SHAPED AND WELL BRANCHED,, FULLY FOLIAGED MEN IN -LEAF MAM UAnr nP ILID970 n1IQ LIAT1701AI Tur', onr)TpAti Akin Toiihiv OrrnOr L
-4,
4- ! '4,. 1
-ROOT SYS MS. -OF ..THEIR EGG&
AND WITH HEALTHY WELL DEVELOPED TE PLANTS TO'BE FREE OF INSECT INFESTATIONS.
OF TREES AND SPECIMEN SHRUBS..
INSTALLA11ON
- - - - - - - - - - -
+ ....... . . . . . . . . . . . . . .
ITO.
H
FURNISH, PLANTS TO MATC AS CLOSELY AS POSSIBLE WHENEVER SYMMETRY IS+ CAI I ED FOR.
SPECIFIED FOR BALLED AND BURLAPPED, STOCK, EXCEPT REMOVE CONTAINERS, WITHOUT
DAMAGING ROOTBA 'PRIOR TO BCKFILLING.
2
AJ & %_ 1 3. SET GROWN STOCK w
AG
CONTAINER WK
3. PROVIDE TREESANO SHRUBS OF SIZES'SHOWN OR SPECIFIED. TREES AND SHRUBS OF LARGER SIZE,MAY BE USED IF
LIA
C ACCEPTABLE TO THE.LANDSCAPE ARCHITECT, AND IF SIZES OF ROOTS OR ROOTB ' ALLS ARE INCREASED' PROPORTIONATELY. r"ACKSdOwN
THE INCREASED SIZE WILL NOT RESULT IN ADDITIONAL COST TO THE OWNER.'., consultant -
ANTI -DESICCANT USING POWER SPRAY TO PROVIDE AN ADEQUATE FILM OVER TRUNKS, BRANCHES, STEMS, TWIGS, AND community. infrastructure
4. APPLY
FOLIAGE. IF DECIDUOUS TREES,OR SHRUBS ARE MOVED IN FUH LEAF, SPRAY'ANTI. DESICCANT AT NURSERY BEFORE MOVING
D
.4. STOCK SPECIFIED IN A SIZE RANGE: WITHIN EACH, SIZE RAN E OF THE PLANTS -MUST BE OF THE Ti
/MF\
AND AGAIN'. AFTER PLANTINO PER MANUFACTURERS RECOMMENDA ONS, DENISE -FREUND
CONTACT.
MAXIMUM IZE SPECIFIED.
Z
11, 14, L .4 DFREUNDOWKDICKSON.COM
AFTER PLAN11NG WORK HAS BEEN COMPLETED, MULCH. PITS,�, TRENCHES, AND PLAN NG BEDS.
IMMEDIATELY
"BW ARE -TO HAVE FIRM, NATURAL BALLS,OF SOIL 'CORRESPONDING - - '409-, MARKET STREET
'4 TI
5. MULCHING.
PTH OF 2 �B
D
4 x] _+
5. BALLED, AND + BURLAPPED PLANTS. PLANTS DESIGNATED, PROVIDE A MINIMUM ARK. FINISH EDGES ACCORDING, TO DETAIL.
STOCK BALLS, TO BE'FIRM
ECIFIED IN ANSI Z60.1 "AMERICAN' STANDARD+ OR NURSERY
4 WRAPPED IN 2, 5 .4
V \j, (910) 762
3 3' BIODEGRADABLE BURLAP AND SECURELY TIED WITH +BIODEGRADABLE HEAVY TWINEj ROPE AND/OR,WIRE BASKETS. LANTS 6. WATER: SOAK PLANTS IMMEDIATELY AFTER,, PLANTING,,CONTINUE WATERING THEREAFTER AS NECESSARY UNTIL, -
C Office Locations:
OMPLETION.
WITH.LOOSE, BROKEWOR MANUFAC11JRED ROOTBALLS WILL OOTBALLSIL SHALL BE LIFTED FROM. THE BOTTOM
BE REJECTED'. R SUBSTANTIAL
;North Carolina
ONLY, NOT BY STEMS OR TRUNKS Georgia
177 South Carolina'-
q, Florida
7. SMOOTH PLANTING AREAS TO CONFORM. TO �9PWFIM 'GRADES'AFTER FULL SETTLEMENT HAS OCCURRED.AND MULCH HAS
....................
ILI
C N PLANTS IN CANS OR PLASTIC CONTAINERS WILL BE. ACCE?TABLE IN LIEU OF'BALLED AND BURLAPPE6 BEEN APPLIED.,
6. QNTAINER GROW
Ld
*+ THE CONTAINER MUST BE. REMOVED PRIOR TO PLANTING, WITH
10
TY.
THEY ARE OF SPECIFIM:QUALI
4 CARE - BEING - EXERCISED AS --TO NOT INJURE 'THE PLANT.
tfHR'
QUYING AND* ERUNING
++*+ G -1� TREES
BY ANSI Z60.1
PROVIDE TRES OF HEIGHTAND CALIPER LISTED ORSHOWN AND NTH BRACING CONFIGURATION RECOMMENDED
STAKING OR GUYING.' MAINTAIN CAPE FEAR
STAKE AND GUY*TREES IMMEDIATELY. BE PLUMB: AFTER
FOR TYPE AND SPECIES REQUIRED -PROVIDE SINGLE STEM1REES; EXCEPT WHERE SPECIAL FORMS ARE SPECIFIED IN THE
TY COLLEGE,
STAKES, WIRES AND..GUYS.UN71L ACCEPTANCE.OF THE WORK N TOTAL COMMUNI
CONTRACT DOCUMENTS.
a3 AFTER PLANTING. PLANTS SHALL
/IV 5 .7
INGLE STAKE WITH RUBBER HOSEANDIARE LOOP
2., STAKING TREES OF 1 INCH CALIPER AND -UNDER 4 FEET� HEIGHT: USES
0 2. 'PROVIDE SELF SUPPORTING TREES WITH STRAIGHT -TRUNKS AND - LEADER& INTACT. MERE REQUIRED JN'CONTRACT-
V11,0 �­ T.
-CHARA -DESCRIBED. AROUND'TRUNK. USE ONLY WOODED STAKES S SPECIFIE+
D.� 411 N. FRONTZ
DOCUMENTS PROVIDE TREES WITH' CTER. AS.
A LIPER�L'., RIVE STAKES SECURELY INTO'GROUND AND'FASTEN TO TREE WITH VARE AND 28401.
WILMINGTON', NC
3. STAKING TREES +OF 1 *,TO, 2 3/4� CA
-BE MEA
ER, HE GHT AND SPREAD. CALIPER SHALL UND
3. DETERMINING DIMENSIONS -FOR TREES: ARE CALIP SURED 6"'ABOVE GRO TIE -,USE HOSE AROUND WIRE SO WIRE IS NOT IN CONTACT WITH'PLANT. OR. USE CINCH -TIE, OF APPROPRIATE SIZE.. ADHERE
-47,cAuPER. TREES OVER 4* CALIPER SHALL BE MEASURED 12" ABOVE GROUND.
UL.ILDING, HHP\ VFOR�TREES UP TO�AND WCWDING
TO STAKING DETAILS. UNLESS ALTERNATE DETAIL'HAS. BEN APPROVED BY,LANDSCAPE ARCHITECT PRIOR TO'BEGINNING OF' .
F.F. � EL. 35.00 SPECIFIED,�HEIGHT AND SPREAD DIMENSIONS REFERJO THE MAIN BODY'OF THE PLANTAND NOT BRANCH TIP TO TIP. TAKE�
__ a - ;v+, . + T. .. . I . PLANTING OPERATION.
PROPOSED BUILDING HEIGHT 30'A- .j ANCHES IN NATURAL POSITION.
LDING AREA =� 15,30
+ GUY TREES ACCORDING TO DETAIL POSITION GUYS AROUND TRUNK Ar
D 4. GUYING TREES OF YCALIPER OR LARGER
(SEE. ARCHITECTURA REE F_0_RMS:
APPROXIMATELY TWO -FIFTHS THE HEIGHT OF THE -TREE. �ANCHOR GUYS IN GROUND EITHER TO NOTCHED STAKES OR STEEL
DO. NOT+ LIMB- UP 1TREE FORMS -MORE 2 FEET BEFORE PLANTING PRUNE TO DESIRED SHAPE+AS DIRECTED BY
OL,C) 2 ..DRAWINGS FOR DIMENSI HHR -TOP END 3" BELOW FINISH GRADE.
RODS DRIVEN SECURELY INTO GROUND WITH
LANDSCAPE ARCHITECT.
_,W
E
-A R: PRUNING: UNLESS OTHERWISE DIR CTED BY ANDSCAPE ARCHITECT DO NOT CUT. TREE I EADERS, AND REMOVE ONLY INJURED
5.
OM TRES, IF ANY. PRUNE SHRUBS AT� THE DIRECTION'OF THE LANDSCAPE ARCHITECT.
LZP1 AL, PEAT OTS, HAVING. NOT LESS
PROVIDE ESTABLISHED, AND WELL -ROOTED PLANTS, IN, REMOVABLE CONTAINERS 'OR: INTEGR
GROUND'COVE
ULT
THAN MINIMUM NUMBER AND LENGTH' OF RUNNERS BY ANSI Z60.1 FOR THE POT.'SIZE SPECIFIED.
REMOVE'AND,REPLACE PROMPTLY ANY PLANTS PRUNED OR,',MIS-FORMED RESULTING FROM. IMPROPERPRUNING.
6.
/A7-!5\
GRASS
INSPECT TREE TRUNKS FOR ANJURY,-:IMPROPER PRUNING 'AND: INSECT INFESTATION AND TAKE CORRECTIVE'MEASURES.
:y MAIERIALS. 7.
/AS
SOD: PROVIDE, TRONGLY ROOTED SODj NOT LESS 114AN 2YEARS,OLD AND FREE OF WEEDS'AND UNDESIRABLE NATIVE
'OF OROWTH'AND DEVELOPMEN TED (viAB'I F NOT DORMANT) PROVIDE,
MEN PLAN
------ ----- M GRASSES.*:, ONLY'PROVIDE SOD tAPABLEL Top :GROWTHL
-5/ PLUS:jHICKNESS OF
MACHINE CUT'SOD, OF A'UNIFORM MINIMUM, SOIL THICKNESS� OF 8 JNCHj AN THATCH.
SHRUB 'AND: GROUND�,COVEUEDS
tOD' PIECES TO BE CONSISTENT IN SIZE +AND SHAPE. ALL SOD MUST BE A., TRUE CERTIFIED TURF GRASS.
W CbNTAINER"-GROWN PLANTS. +
----------- E,XCAVATE LARGE ENOUGHAREA UNL66SENED SOIL TOANSTALL SPECIFIED
tl
SET, IN
0
-REMOVE -WITHOUT DAMAGING.THE RO TBALL AND EXCAVATED HOLE.
-WAR -YEAR FOLLOWING �'DATE+ OF SUBSTAN71AL COMPILE 0 ALL- TRES. SHRUBS..'GROUND 2. CONTAINERS
FA RANTY FOR: A PERIOD OF ONE
'AND: 1GRASS AGAINST -'ANY DEFECTS DING: DEATH -AND UNSATISFACTORY- G DETERMINED THE
N
BUSE L:OR:r DAMAGE .8 OTHERS OR UNUSUAL 3 PLACE CONTAINER PLANT IN EXCAVATED, HOLE WITH. TOP OF ROOTBALL: EVE WITH FINAL SHRUB BED ELEVATION.
------ LANDSCAPE ARCHITECT. DEFECTS RESULTING FROM NEGLECT BY HE OWNER, A Y
I C"'RCpr 'COVER
�(INCLU kowm) As. B�
5
PHENOMENON' OR INCIDENTS+ BEYOND THE.CONTRACTORS CONTROL ARE EXCEPTED SHOULD QUESTIONS' ARISE, CONCERNING THE,
RESPONSIBILITY - OF'REPLACEMENTS, 'THE- LANDSCAPE -ARCHITECT WILL 4. OM - THE BED:� AND. LIGHTLY COMPACT +SOIL AROUND -PLANT TO - ELIMINATE OIDS AW S -ES
PIM- 3116 AIR'L
IV Z)
-BE AVAILABLE - FOR ARBITRATION PROVIDED: THE OWNER 'ACkhLL RO,OTBALL,,WTH AMENDED SOIL FIR LS3P AS OCIAT I
INLE-11111 LTD
7
AND CONTRAIC
TOR MUTUALLY DESIRE'. OCKETS. 2528 INDEKNDENCE BLVD. SUffE 2oo.
INV OUT--
1 O"GUM
WILMINGTON, NORIM. CAROUNA '2"IZ.,
MULCHING: ]MMEDIATELY AFTER PLANTING, MULCH PLANTING BEDS WITH A S�
REMOVE AND REPLACE TREEj SHRUBS, GROUND COVERS AND LAWN, OR OTHER PLANTS*FOUNDJO BE DEAD OR IN +UNHEALTHY +" AXIMUM DEPTH OF 2� BARK., FINISH EDGE 3
2.: 5.
TEL [phone] FM 910.790. 11.1,
E ACCORDING TO DETAIL REMOVE ALL MULCH FROM FOLIAGE- OF PLANTS.
'DURING WARRANTY'PERIOD AS DETERMINED, BY -LANDSCAPE ARCHITECT'OR 0 ER. MAK
CONDITION,,. WN REPLACEMENTS. AS SOON
-WWWAS3P.COM
As WEATHER tONDITIONS PERMIT.
M I 0"PVC 6. WATERING4+ SOAK, ENTIREAREA IMMEDIATELY AFTER: PLANTING. CONTINUE WATERIN THEREAFTER: As NECESSARY UNILL,
H
3. REPLACEMENTS: -MATCH ADJACENT SPECIMENS�OF SUBSTAN11AL COMPLETION.
SAME SPECIES., 'REPLACEMENTS ARE SUBJECT TO ALL REQUIREMENTS
7 STATED IN THE CONTRACTDOCUMENTS AND ARE- SUBJECT TO INSPECTION - BY -LANDSCAPE ARCHITECT PRIORL OT DIGGING.
-33
.4. REPAIR'GRADES, LAWN AREAS, PAVING AND. ANYL OTHER - DAMAGE - RESULTING FROM REPLACEMENTS. -PLAN-nNG.OPERATIONS, v
12" LAWNS
ry INSIALLIN
_,y_,_y_y-y-y-ry-y­ry NO ADDITIONAL COST TO THE OWNER.
ATURATED.
WATER SOIL PRIOR TO RECEIVING SOD. AT'THE TIME OFSOD PLACEMENT SOIL -MUST BE MOIST BUT NOT ACEMENTS MADE DURING THE WARRANTY PERIOD. OR FOLLOWING INSPECTION FOR FINAL ACCEPTANCE WILL CARRY ON
5. REPL
2. LAY SOD WITHIN 24 HOURS FROM TIME OF STRIPPING IF NOT POSSIBLE, SOD MAY �BE STORM ON SITE UP TO 36'HOURS
WOODS ADDITIONAL - ONE YEAR WARRANTY BEGINNING At THE TIME OF REPLACEMENT.
-UNROLL AND PLACE INS SHADE AND KEEP UNTIL
C AFTER, STRIPPING PROVIDED SOD IS+ PROPERLY PROTEOTED!''UNSTACK,
INSTALLATION.
MAINTENANCE
BEGIN, MAINTENANCE IMMEDIATELY.AFTER PLANTING. �3. DONOT PLANT DORMANT'SOD.
v -
-TOTAL 4. DO- NO -PLANT SOD ON -FROZM GROUND.
A 2. MAINTAIN, TRE D ER PLANTS. UNTIL DATE -OF SUBSTAN11AL COMPLETION OF. THE, WORK IN
ILI
S FITTEDL
2 3. MAINTAIN TREES, SHRUBS AND OTHER'PLANTS BY WATERING PRUNING;'CULTIVATING, WEEDING, AND RE -MULCHING 5. LAY SOD TO FORM A SOLID MASS, NTH TIGHTLY JOINTS. SNUGLY Fir ENDS AND'SIDES OF SOD STRIPS, DO'NOT,
A
OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.'' WORK FORk BOARDS TO AVOID DAMAGE TO
REQUIRED. FOR HEALTHY GROWTH. RESTORE PLANTING'SAUCERS. TIGHTEN AND REPAIR STAKE AND, GUY SUPPORI AND
ES 7
RESET TRE AND SHRUBS TO PROPER GRADES OR'VERTICAL POSITION AS REQUIRED. RESTOREOR REPLACE DAMAGED E CONTACT NTH � SUBGRADE. WORK SIFTED. SOIL INTO MINOR. CRACKS WRAPPINGS. SPRAY+ AS REQUIRED TO � KEEP TRES AND SHRUBS FREE Or INSECTS AND DISEASE. BETWEEN: PIECES'OF SOD; REMOVE EXCESS, TO AVOID SMOTHERING AF 'ADJACENT �GRAS9
A G
MAINTAIN LAWNS UNTIL DATE OF SUBSTANTIAL COMPLE11ON OF THE WORK IN TOTAL
.4. 6. ANCHOR SOD MTH WOOD PEGS TO PREVENT SLIPPAGE OF SLOPES EQUAL TO OR, GREATER THAN 3-1 AND WHEREVER EROSION
P CAN BE ANTICIPATED. LAY SOD PERPENDICULAR JO SLOPE DIRECTION, WITH STAGGERED JOINTS.
A 1z, 11,
MF 5. MAINTAINING LAWNS BY WATERINGj WEEDING, MOWING, REPAIR OF ERODED AREAS AND RESEEDING OR RE -SODDING AS
NECESSARY TO ESTABLISH A UNIFORM STAND OF THE spEcinED GRASSES. 7. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY 'AFTER PLAN71NG UNTIL SOIL ISL DAMP, TO A DEPTH OF 4".
WOODS
2
A INSPEc*nON AND ACQEPTANCE
D GENERAL NOTES
PROGRESS OF THE WORK. WORK FOUND TO BE UNACCEPTABLE. MUST BE CORRECTED WITHIN CALENDAR'DAYS. REMOVE
A 0 REJECTED PLANTS AND MATERIALS PROMPTLY FROM PROJECTED SITE.
'PERIODIC INSPEC11ONS WILL BE MADE FROM TIME 10'11ME,BY THE, LANDSCAPE ARCHITECT TO�REVIEW THE QUALITY AN
AAP
/M F
6 1. THE'QUANTITIES INDICATED ON THE MATERIAL SCHEDULE ARE PROVIDED FOR
AREA T PE INQ _RMATIObj:
0 B E SC0 'SHOULD NOT BE �ASSUIMED To ALWAYS
2 THE CONTRACTOR, BUT
------ THE BENEFIT OF INSTITUTE OF ARCHITECTS
PLANTINGS: -NOTIFY, 'SL REPRESENTATIVE AND, THE OWNER. AT LEAST IN THE EVENT OFA DISCREPANCY, THE PLANTING LAN WILL
1. FOONDA11ON 2. UPON COMPLETION, OF WORK,, THE CONTRACTOR SHALL HEOWNER
coPYRIGHT YEAR ALL RIGHTS RESERVED,
TEN (10) DAYS -PRIOR TO REQUESTED DATE -OF, INSPECTION OR' SUBSTAN11AL COMPI FlION OF ALL OF POR11ONS OP THE
N�hl'H',,LSIDE BUILDING. AREA-7 ----,Z9,97 SF TAKEPRECEDENCE OVER THE MATERIAL SCHEDULE.,* THE'CONTRACTOR SHALL
WORK-,, LANDSCAPEARCHITECt WILL. ISSUE �A PUNCH', LIST FOR WORK TO BE -CORRECTED; LL MORK'IN THE PUNCH, LIST PRINTED OR ELECTRONIC DRAWINGS AND (48�8! x,�30,. 33)
BE RESPONSIBLE FOR HISOWN QUANTITY CALCULATIONS AND THE LIABILITY
P G,-AREA'REQUIRED,�- �2 Gal �.$Fx 360, SF
-4 1 - (5)'WORKING DAYS FROM DA WHERE INSPECTED WORK. DOES NOT DOCUMENTATION MAY NOT BE REPRODUCED
PLANTIN' AREA PROVIDED 61FSF MUSTBE COMPLETED.WITH IN FIVE TE OF INSPECTION
PERTAINING To QUANTITIES AND ANY OTHER RELATED CONTRACT
AND CONTINUE MAINTENANCE UNTIL RE-iNSPE
AREA. TO BE '_E,'1EE DEE) A ED
N
�D,/ COMPLY WITH REQUIREMENTS, REPLkt REJECTED WORK IN ANY FORM WITHOUT WRITTEN PERMISSION
EAST S �lILDING AREA (158.8A,30:�3,3),F 4, 16SC--, LANDSCAPE ARCHITECT AND. FOUND TO� BE ACCEPTABLE. DOCUMENTS AND.j OR PRICE QUOTATIONS.,
;IDE
PLANTING' Akt�,, REQUIRED. - (4,816 SFkj274,=-,5,78- 2. THE CONTRACTOR . SHALL . NOT C I HANGE OR SUBSTITUTE, PLANT VARIETIES FROMLS3P ASSOCIATES LTD.
.1 11-1 � "'� " 11 3., CERTIFICATE OF SUBSTANTIAL COMPLETION WILL. BE ISSUED FOR'ACCEPTED WORK. IF PUNCH LIST ITEMS ARE ISSUED WITH
PLANTING AREA ��ROVIDED 739 SF' 40 (5)
THE CERTIFICATE, THEY MUST BE CORRECTED WITHIN FIVE WORKING DAYS.. H WRITTEN PERMISSION OF THE LANDSCAPE
WOODS
11 t, 9,9 7 'S R ARCHITECT.
SOUTH� SIDE BUILDIN AREA,,, x 30.33*1 �*, REVISIONS:
__ - 4. ONE YEAR WARRANTY COMMENCES 'ON' THE HE DATE OF ISSUANCE OF THE CERTIFICATE OF -SUBSTANTIAL COMPLETION.
PLAN11NG AREA -R [RED x
EQ SF). (127*)
ALL LANDSCAPE MATERIAL'INsTALLA*,nON SHALL CONFORM T0,LTHE CURRENT
PLANTING. AREA PROVIDitl�14v4522$Fu'
5. FI T OF SUBSTANTIAL COMPLETION OF THE WORK IN TOTAL THE LANDSCAPE STANDARDS'OF THE AMERICAN NURSERYMAN'S ASSOCIATION (ANA) AND IS
INV, OUT=27.58
ARCHITECT AND THE OWNER INSPECT THE. WORK, FOR FINAL ACCEPTANCE. , �UPON SATISFACTORY COMPLETION OF REPAIRS
SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT.
17 TIFIES, W-WRITING, THE FINAL ACCEPTANCE 0 THE
AND/IOR REPLACEMENTS THE LANDSCAPE ARCHITECT CER F THE WORK.
FINAL ACCEPT-ANCE'.CERnFicAliON ISSUED BY LANDSCAPE ARCHITECT WILL SERVE AS EVIDENCE THAT CONTRACTORS CONTRACTOR IS RESPONSIBLE FOR. THE LOCATION OF ALL UNDERGROUND
THE 'REPAIR OF� ANY DAMAGE
4. THE
tNV=27.63 ONE LITIONS HAVE kEN'MET. UTILITIES PRIOR TO CONSTRUCTION, AND
INCURRED DURING.THE EXEC UTION:OF THE WORK.
\0,\
5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE,
PLANTIN.G NOTES:
AND FEDERAL CONSTRUCTION. CODES AND SECURING ALL NECESSARY PERMITS.
6. THE CONTRACTOR SHALL MAKE PERIODIC INSPEC11ONS F THEPROJECT
1. PRIOR TO ANY. CLEARING,. GRADING, R CONSTRUCTION, IMSELF I ESTABLISHMENT APPROVED
n\ INSTALLED DURING THE GUARANTEE PERIODS TO SATISFY H
AC ATY, TREE �_PROTECTION FENCING, W11 I � BE
AROUND PROTECTEDL ORI:GROVES OF TREES. .'.AND ADEQUATE. NORTH CAROLINA ENVIRONMENTAL
WORKERS. TOOLS. -MATERIALS. OR MANAGEMENT CoMmi.q.qinhi
NOT NORMAL OR ARE, DETRIMENTAL TO GOOD. PLANT GROWTH SHALL +BE �
/000 TREES ANY M ETH ODS OR PRODUCTS DEEMED
PLANT Ll ST- TREE SCHED ULE f-*% A K 1 "7- 1 -r' e-% I 1 1-'% 1. 1 r­% eN e% a I r- r1% a A I r- NO CONSTRUC11ON
Uj
co
0
Z
1--
KEY
'QUANiTITY
..BOTANICAL NAME
COMMON
'APB
4
Acer Palmaturn
Bloodg
Japanese
AR
4
Acer Rubrurn
Red Sunset I
CD
1
Cedrus Deodara
Deodaro
IAP
_LN
3
I'lex. Aquipern�
"Dragon Lady"
Dragon La4
L
10,
Lagerstroernia
-Natchez"
Natchez Cral
r M
L + IN _I mkin r A I I 10C Tf% I 11jL1nr^r ')t%l e)C IA/ATr
L 1',D 1 01771 rr\ U 0 C_U U Lr VEHI LES ARE PERMITTED'WITHIN THE TREE PR TE 11 N im uni IVI-ql(
KEY�.
QUANTITY
BOTANICAL NAME
-Com�,46N NAME
ROOT
SIZE_
:REMARKS
AC
22
Abelia 'Confetti'.'
Confetti Abelia
3-Gal
container
12"-14"
AS
28
A + belia
"Sherwoodii"
Sherwood Abelic
3-Gal
container
IVS.
12
Hex Vornitoria
"Shillings",
Shillings Youpon
2"- 14"
Holly I
I container
fENCING.
K t9UMLI I Y
2. PLANTING SCHEDULE:
ALL PLANT MATERIALS TO BE
AND� REPORT, WILL BE, INTERPRETED AS. APPROVAL AND 1HE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY AND A" REPLACEMENTS.
9119
INSTALLED WITHIN 21
DAYS OF COMPLETION OF PAVING/
REFER TO THE GRADING PLAN FOR ROUGH GRADESOF PLANTING'BEDS. FINAL
PROJECT: CFCC COS UILDING
METOLOGY B
INFRASTRUCTURE.
r
GRADES ARE SUBJECT TO APPROVAL BY OWNER'S - REPRESENTATIVE.
DATE: 12 OCTOBER 2007
LEGEND
8.
PLANT MATERIAL TO BEPLACM AS.SHOWN ON PLANTING PLANS, ALL PLANT
'THE
DRAWN BY: MC
MATERIAL SHALL BE PLACED IN POSITION AND SUBJECTED TO APPROVAL
OF THE OWNER'S, REPRESENTATIVE. PRIOR TO BACKFILLING 'AND MULCHING.
CHECKED BY: DLF
42 �EXISTING TREE
9.
DO NOT SCALE FROM DRAWING.
10.
IF DIMENSIONS ON DRAWINGS VARY 1/2,,,OR MOREi CONTACT THE+LANDSCAPE
PROPOSED SHRUB
ARCHITECT FOR REVIEW AND CONFIRMATION PRIOR TO � CONSTRUCTION.
11. NEW SHRUB. PLANTING. ISJO BE A MINIMUM OF 36": AWAY FROM - EXISTING TREES.
PROPOSED ORNAMENTAL TREE 12. PLANTING PLAN IS FOR. THE LOCATION AND IDENTIFICATION OF �VEGETATION
0
ONLY. NO OTHER WORK IS TO BE PERFORMED. BASED ON THIS'PLAN.
PROPOSED: EVERGREEN TREE
PROPOSED DECIDUOUS TREE
GRAPHIC SCALE
20 0 10 20 40
+
PROPOSED'GROUND COVER., 6m m-- 6moni
A
(IN FEETI
SCALE: 1"'= 20'

ci
�a
z
KEY
QUANTITY
BOTANICAL. NAME
COMMON NAME -
R00T
I
S ZE
-
REMARKS
CJ
1
Cr` -
yptorneria
Japonica
Yoshino "
Cryptomeria
Cnt./B&B
;`
4 --5, ht.
QV
2
Quercus Vir iniana
9
i
Live. :.Oak
8&B .
"_
3 3.5" cal.
TI)
4
Taxodium Distichum
Bald Cypress
B&B
$'-10' ht.
f WVr\'fr f l 9 .. :. , .: .. .. .. v r\vLr, V i LI V i llllJl M7Yii..f a i!-1e.
I N L/ i LI T S R SH U SCH B EDU LE nnet�tsr�Anl_Atr r`nanAs�cefni�i
KEY
QUANTITY
BOTANICAL. NAME
COMMON. NAME
ROOT .:
SIZE
REMARKS
AC "
13
Abelia "Confetti"
Confetti' Abelia
3-Gal
12"-14"
container
AS
5
Abelia
„ r
Sherwoodii,
Sherwood " Abelia
3 Gdl,
container
.>
12 "14"
IG
19
Ilex glabra
"Compacts"
Inlcberry
3—.GaI
container
12"-14"
MF
6
Michella F'igo
Stubb s' Purple
5—Gal
"
18„ —24
container:
RE
3
Rhododendron
Autumn Embers
5-Gal
8"-24""
"Encore"
Encore Azoleo
container
RIS
8
Raphiolepis Indica
Springtime India
5—Gal
16"' 18"
container
GROUND', COVER,ETC.
NMR
8
Hemerocallis "interplant
" "
Happy ReturnsStar
Happy Returns,'.1-'Gal.:
12"-14"
w/
Jasmine
JG
34
Juniperus Conferta
Blue Pacific
1--qt.
4 —6
Two Runner
Shore Juniper
Minimum

i
I. � I I I . I I . .
� .- � . . . . . . I
I I
I . � . , . I .
. �
I I
� .
I 1.
I . 1 � I I . � . 1 2 . I I . I 3 . 1 4 ' I I . 5 1 1 1 1 . I � 6 - . � I
I a . . I I a I . a I I . I 11 . I I I I a . . I . - 2 . � - . I �
I
. . I . .
I . I .
I . . .
� . I . I I I . . I . . I I I . . . I . I . I I .. . I . . : I � � � I . I
. I .
. I . I I I I I I
. � I � I I I
I � . I . � I I . .1 I � I I
I �
i ' I 1. I ­ . . � . . I . I I � I I . 11 I I I . I I I I . I .
GENESAL NOTES: . , ' � � . . . . � � . .. . I I I . I I � . . . � ­ I I ,� I . I . . I � 11 . � . . � I .� . - I I � ­ � . . .
I . A. GROOVE JOINT I" DEEP'WITH 1/8- RADII SHALL BE REQUIRED - I . . I 11 I � � . � � .1 � I I . . . . I . I � � I . . . I I I . � I
� .
i - I . . . I . I I . . I .. � I . ' - I .� I I . I I . I . � . � I I , I I I I . CAPE FEAR COMM.
IN THE CONCRETE SIDEWALK AT 6' INTERVALS. - ONE 1/2" EXPANSION I I I I . . I . I I . . � / E /PANSION JOINT I . I I � . I I . � I I � � I . I " C I I . I . .
� JOINT. WILL BE REQUIRED AT 4W INTERVALS- A 1/2- EXPANSION JOINT I I I I I . I . , I . Z' I � � I I . I . I . I I � . I 1. . I . , I . I I I
, . .. WILL BE REQUIRED'WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER .. . . . I I .. I � � � . I -AT 30' INTERVALS(TYP) - . I . I . . � . . I I � . . . . I . I . I . -COSMO.
. I I � 1. . I .1.1 I .. I I � ... � 11 I � ,� � I I . I . . . � � 1. I �� � . COLLEGE I
i I AND ANY RIGID STRUCTURES. - - ' ' . I . . . 1. � I . � I I � . I � . . I I I : . I . � I I I I I � � � . I . I I � I �' . I . I . - � . . . � . . � : � . 11 : - � �� I : � I E � � � . I I I
� . IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED ' I . . � � . . I I I I
� I � . . . I I � I � . I I . I I . . . � I I . I . A "I'll, I .... A . I BUILD ING ..
i TER THAN i 3V INTERVALS � I I . I . . . . I . � . � I I . . I I I � I I � . . I . . I . I . . � . . I I . I . � I I .. � ' ,�
I . CONCRETE SHALL BE. 3600 PSI. IN 28 DAYS. I . I . I � I I . I I . � I � 11 I I . I . � � � - I I I . � � . � . � I � I I I I I I 1 12* 1 � : I . , . I . :1 � I . *
I . I � I . . � . . . I , � I I � � 12* 1 �� . FILE# 00-06226-01 B
I I I I . . . I
I
I , , I � I I � . I . I I I I . . �, . I . I . LAZA ARE I I � tir * 4 �. . . . I . . . .. I � - I � � .7 . . I I I 1, I " I I . I
i, I 11 � . I 11 I 1/�0---N.- , . _. . � � I . 1. I I . I I A .k- . I I � . I � .. . . I I , ' . 11 . . . � �� 11 C , . # 1455�
i I I . � � . . I �. '. I I I . I I I I I I .. . I � I I .� I . .11, I . I .1 RE ERVE R7-8o VAN 9* I . .. . I DCC I .
. . I . .
i . . , GROOVE JOINT 1 (5' MAX.. O.C.) I I � I .� � . . , � ­ � .. � � I J�..k . . I . I . I � I I . � I . I I � . I I PARKING . . . � �. 1. 1. --I-- - - _.- . I I I I
� .
I
-
� . � . - RADIUS - . . � 1, I I I I � I I . I � � I . I I � . I I .1 .1 I � . I . 1 ,1k 1 . I . . I 10"" ACCESSIBLE � 1. � . .
. .� 1/8, . I I � I . I . I I I I I . I I I � � ik -+_ I . . . I � I . � I . . � I I .: A . I � I I I
I I . . . 111 . ­ . .
I I I . . . � . I . 11 � . I I I I I . . . . � I I . 1 -4-1 � �� . I . 1. . I I I 1. I . I . . _/­ - . . I . .1 . . it .
E . - � . I I __� I .. I I 11 I I I � . . � . � � I I . I � . I � .� I I 1 "' SCORE(TYP) � . I I - � ..., � .., I I . . . I I � � I � � I . I . � . I . � . R14 I . I - * . I I
,
1�. . . - . I - - . ' I I I I I . � . I . I � - I I . I 1 $70P . .114Atow"*% I
I . . I � . I . . � . '4.- 4 - ' " :, '*'- - , I * 44' ' . ' ' ' . , * . I . . � 1 3600 P.S.I. CONCRETE' . I . I ��_,_ � . - I I � lar. - . ­ . . � . I ...... 0 .. I
I . . . , z -, .4.. 1, , . .1., .0 .. . ., * " _____� . � I I � � I � RESERVED -7, �fj -4 I o I f I v : . I . :
I It I . , I . , , I � . . .. '41, - I . . - � - . I A I : ..", . . . . - 11 I :,. .. I . � . I . . . . � � � . . . . . . . I . I I � � I � I � . I I I . . � I I . . , I , I I I . I � I . . � * .- i xs 6 f1c 3 1 1 1 1 1 I : , :
4 1 . � . I
.
� .* . . �. - ;a 4 f . - 4 4 . � -� 1. . � I . I I � . I I , ' ­A�_ I - _8 I � .
I . , � � . � 24 1 $C 1 4 10 I
� . I . . - .4 � . I ., . . , 1 4,41 1 � ' . . I . � k I . - . .. I PAR -KING , - I
I I . 4 - ' A . I . . . . . . , . . ., , .�. I .. : . � I ' . 4, 1 . . I 11 . 1- '], � . . . � � I . " I I . � a 30 _i�L : .
1 , , . . I ! I q� � .- � . 14 I . . . A 4 . - .. . 4 - . ­ - . . � -:. I I ; I . . I � I . � I I I I . I ti, '.& * . . . I I . I I . . I I � 26 1 vw , :
/ \// \�- // \/ / Y./ .// \,// \/ \�// \/ \ I I ­ � .k , . . � .. I .1 I I � � I . I � I I . I � .... I . � .
, I . � I . I ,\, I/ //V/ . . �. - .1 � . . I I . . .. . � I I I . � I . I . . I , MUTCD . . � � I � . � . . � � : . .
� I I . / N� /. / ", , , , ,/ I . � . � � 9 . . . � I . . I � I . I .
I , I " _/ � / '. / . . . . � . � 41 4 . . . � I I . I � . ' i *
.
��/ \\�/­ X/-/, \\:�/\��,/�, ,\//� . . I I . 1. . . % � . I I I J4. 1. . I � I . � � I � 2 MIN. LENGTH (TY.P. EA. PARKING'CHOCK) I . \_ , I , . /_ a R7-81 I 18" � I . I . . :. cbmmunity Infrastructure consultants :
I '', 'L . . r I I I I . I I . . , . I I mm I mom -vm;==. I . . . .
I , � , � I �\/�� \ ', \ . . � . . to I
j \�� \ � � . I . , . I . flAmmm
, �/ )\/ ,\'\ , . . I .
. . x \ . � I DRIVE REBAR, FLUSH WITH TOP OF .CHOCK. 12"xl8m : : I
I . : � , 11, . . I . 1, I I . I � A & 1- 01 \11 I . . . , i I � I . I , � � I ': � .
,X/
I I � I /,/ ,/ /) . 11 � , � I � � . . . I � . I I . � . A A. - I � I . . . . I . 0�� I I I . � � . . I . I . I I I 0 '' I v � I I . . I .. 1.11 I . . . . I . I . I CONTACT-' DENISE FREUND I : ''
� . . - . � . . . . . .
I : , . 1� . . .1 . � � . . I It I �. I . � . � I , I I . . . 11 I I � I . I I I . I I I : DFREUND6WKDICKSON.COM . .
, I .� . '\\<, * � . . I � I , � I I
, / � N �\ //, ,R</\\�(�\/, . � ** I I . I I . I .
,
, // ,
\, � I
I � . , / \x/ x /\ < , . COMPACTED SUBGRADE'- . . I ;1 * )v -1 I I I I � I � I I 1* I � I � I ''I � . . ;. � I :,
, / \/� � . . I ­ A JL � I . . I � , N . . � I . . � � I .�
� - .. I I I . /\ \/ /\ N/ /\ /\\, >/ \/\ � / / / / /\. I / /� . . '. I . � I I I I � . � � ONCRETE PARKING CHOCK, I �. I . . � I . I � . I.. .. 11 : 909 MARKET STREET .
. I I . I � � . I . � I I � I � 1. . - .. . . . � . . �
I . . I . I I � -`N-,?.-,�.7'.�,��,�,, 14 " , ",?,:;:,',,'.z*�-.�,if.�".��,.,,,�:�.e4�,�,,�;,��."�. �'i�,VTI*.)�,*��11�i 7i. � . . I � � I I � . ''. I .1 - . � . I I : ,� I I . .. . . . I . I . I . I
. . . , . I . . ;, , ,� ��,i, Kz�i , - /-,:�S/,,�; I I I . I I I I I . �'. . .
I I � 1. I � I I � ; I MAXIMUM .
I � . . I I I . . .. I . . � � . I 11 . I " I . . � . . . . I I 1. � 1. . . . : WILMINGTON, NC 28401 : �
I I . I . � . , �'Z, � - �x 1� ,1///&\//:�/0<1 I'll . I I I . I I I � I ,
1. I I xx�, ..�,� I . . � � � -
­ I I,\ ­\� 1�/, � � . � I I
; I . I . I . � � I . ,,, ,. I/ N \>/,<. " \\\ I ­ 6 . I . . . PENALTY 9w - . I 0 [phone] 1 : I
,;�// 1\
i I I I I . I . , , ��/11�\�� �'�\11' � \\��,\/\00 I I . � .. I I . . I I . . I .. A. I I . :, .
. ..
. �. . I I 11 I , �/,>/ I \ - I I � � I ' � I � . : . �
I I . I z - %, ,- �,- . ,�C�_O/_ I �1. . . .
� I . I � . . I " I 1� , . � I . I . . I I I . . � - , . I
� . . I I � I .1 I . .1 I - SIDEWALK DEJAIL . . I I � I I I I . I . . � I . � . � �� . . . I I � I � . � 1 $'250 . MAXIMUM . . . . . . 'Office Locations: � ' I
! . I CONCRUE I I . . � . I � . �.�'. .1 . . . ra, , . I I . � . . . I I . . I I . I . I Ir . I . � . I r ., . . � � I I � : � :
. I I . I I I . I � . . � I . � . . . . . . � . -8D I I . 0 � . � . ' Georgia
. I I . . I � � . � . . . I . . . . . � I � � . I I . ­ � I I I I I . I I � I . I ,. I . � . I I . � . . R7 � PENALTY, 9" I I ... . ­ : North Carolina : , .
I . � I I � . � I � I I � I . . I I . � I I � I � . . I I � . � I . . I . I � . . . ­ . . . I I I , I I . . I I . I ' ' ' . , I- . I . . I South Carolina Florida :
. . , . . I I � � . 12"xg" . .
I . I . I .
i I .. I �. �. I I . - I I .. . I � � I - .. � I I . I � . 1. � - . .: I I I .. I . . . I I � I 11 I � tr I I �1. 11 I . . I 1. .1 I . . I � . I .� . ... $ .�250 � I - � � - I ,� .1. C . � I : I � : .
- I . . I I I - � I I I . . . . . � .. I . . . - ...9 ..... * .............. 0 ................ *
i I . � . � '. . . I ­ . I I.. .... , , . I I .. I . . I I . � � . '' . I ,STANDARD SIDEWALK DETAIL - . .1 I � . 6 - I . � .1. . .1. 11 I., � . . I � I I I I I � . 1. . I.,� . � I . .1 .1 . . . I 0 , ­ - I . I � I . 1. I .
I . I I I
I �
i . . . . I . . . I . , I . I 11 I . I ..� . .. . � I �, . . '*,� - . I � � I I . . I I
I . � . I I I .
. I � . I �
!! I . . . . I . I . , 1 /W_.�.� . . . I . N.T.S. I I �� . I I . . . . I � . . I . � � � . � 1
� � . . . I . . . . I : � � . . � . I . . I . I . . I � I . I I . . . I � . . . . . . . . . A- mF___1 - , I ­ . - E . . . . . . �
� , I . . . . . . I � I � � I � . 1� . . � . I � ' I . I I . I . . . I. . .1 I � . I . . I . . . I . I . I I . . � I I I I I . . I � I . I A .. . . . . q� I I � . I . . . . I . - . . � 1 , - I ­ I . I I ... . . I . I I . I I � I I
i �.. I . I I I I � . . . . � I � I I GROOVE'JOINIT (5' MAX.' O.C.) 1� � . � I ., � I I . . . I . . . . � . .11. � I I 01 � 11 I I �. � . � .
. . . . I I I I . I . I . . ­ I . I . I . PAVEMENT/GRASS � ­ I'D I I
iI � . � 1� I . 1. . � . . . � . I I . . I I I I I � � �0 � , . I I
I . . . I � It � I I � I . I . . . I � . . �, I I I I
. I I I � . 1� I
. � I . 1/8 RADIUS . I . .�� I . . I I 1. . I . I PAEKING BUMPEE QEIAIL. . 11 I : ,. . .. � _: ­ � I . .� I � . I '
i I . . . . . . . I 3600, P.S.I. CONCRETE . . I � I I . I I I . *1 I . . � � � . . 0
. I 7 . I � . I . ­ . . I I I . . I � - . . I ­_ � I I I
-
i I I I I V - . . .1 � � I . , I . . � I I - . I I � I I . . . � . I I I . �N.T.,S. , I I I . I X CAPE FEAR . I
I I wkkvvll\� I . 1/2' FIBER EXPANSION .. . . I
I. . . . . . I 4. i �i. - a , , . I . - . Ed . � . I I . I � . I I I * � I , � I , � I . I . . � I I . I I I � . . I I I .
� . . . . I � 1:1 .I..",_ ..,.,� - ,:.o, .. * , .. �. -, . - . . - * 1: '* .. .� � � . I .. . I .1 I . I 11 � I 1 1/2" . I I I ..� JOINT WITH, SEALANT I . . . I . . � I � ... I I . . � I ,r . I .. 11 I . I I I 1, � I I I I I � I I 0 .
I � - _L_ f/ *. * , _14.,_ .". . .4 '. - L . I I . ,1.,. .. . . . I . I . . I . � . . COMMUNITY COLLEGE
I. I . 0 :.1 - .. . . . I I I . I I . � I I . 11 . I I . . . I I I �
! � I , t . .. -, .. Q . . I .� I . I � I � I . � I . I I - . - SHAH BE'PE . R . A.D.A. CODE. f J." . -
I . . � I I . .... . :* . . . �*,Q. . . 11 . . . � I . I I . . � . . � I . I I I I I
I I � * . r I . I � I NOTE: ALL SIGNS � � I
� I I .
� . I . " � '% . '- ' I 1. .� . .: . . . 4. .. . A - , I . . . I . I I I
I . .. , . � .1 , A I I . I . � I I � . I I I . � I � A .
I
� .. . . I .." 14 .1 �4 . � I . . A - . _ . , : '. ­ � I � r . . I . . . INSTALL DNE SIGN PER EACH HC PARKING � I . 1 41 1 N. FRONT ST. .
� I . 4 , .4 - -.1 1.�_ . I I I . . .. - . .. . I . . � . � I I
� . . . \ ..... I I I � 1. . .0 .. . , , .. . 1p - .. . 0 .. . IV- . . . I . . � . . I . ­ I � . I . I � � . , FL111 . . .
,\,// \// \ \�// \/ \. \ / ,�,/ \ . . . , � . = ". - . , * I I . I SPACE. I . I mmum , .
I , I I -I- , , / / � I . 4 . 4 . . , . . 10 . . � 4 . . - . � . . . I . I I I I
; I � I /// \�X .- // I I � . . . . . . . � . I , .� - . I � I I � I . . . . f A I 0 I 11 I 0 1 E I F I a 8 j It L . .
! I I I
� . . � . . \ I . I I I . . . i .. . . . . . ; . I . . . . I . . . . -.1 . . . . I 11 ____� � � . - I I I . � I . I . � . � NJ 0* I &S 1 40 1 2 1 W3 I to I I= I I= I � I . .. I . � �
� . � � . I I � .1 , �/, . . . . a . . . . . . '. � . . . . . , . . 4" CONCRETE I WALK � . I � I r ' WILMINGTON, NO 28401
i I �, /. / I ,/ I/ z . . I � I
�
� I . N ,\ .. � , -1 � I � I . � ­ I I I
. I ��, KN��\/\ 1�,�,V\ < . . . . .4 ... * - .. * , - - . ,4 . . . '& . . . . . . . I 12 I umm 1 m 1 13
. I I �
I I . � � . - . - . ^ - . , . � . . I I I I I I . , I .
! . � I � x \ , I � � . * * � . . . . . I . I I � I . I 1 143 1 is I a I 41?5 I . . . I I
I I . . NN XX \ NN NNI , I . . . .. , . . . , . . . .'. . . .. . , . I I . . . I . � . I I �
� . I I
I � � / . . . . . . . . . . � .:_6 �_- - ., I I I I , . I I I
I . I � N I I I , . I . I . �. . . . '. �. I I . I . . . � I . . I � � - I I .- I I I . . I - � . . � � I I I
. I I ­ / I � I I . . "o, , . - , %0� * .'. . 't., � . 't, .. . ,v,>' " .. . ,%I . . 1. I I I HANDICAPPED SIGN ' I I .1 . . � � I I I I
� I . I � � I � /\ 11 . / I . / I I ­ . . �. � I .. . I . , . ,.'4 ... , '. .* . . . . . - . . � . . 4 I . * A . .4 . . , � . I I I . � I IL � . I � I I I I I .1 � I I I � I . ' . I . � I I . Omm, SYMML .�= ver'Dwowto I I I . . I I � . I I .
. I � � � , � \ . � � . . .. . .. .. . .... .. . .,. .. . .. .. . .. .. � . . I � . . . � I I . I . I . I . � N.T.S. . I I . r I tm0&=mm-wm ftwAniumm . I � . I I �
I I I � . . I . . . . . �j 1 . . . . . . I DRAINAGE FILL OR � I . . � . ..
� I �/ .......... ;_,- - - . I � I � . I � 1.73 1 1
. . 11 I . I /' 11 I - . . I . I I � � I _��UNDISTURBED SOIL . . �. . I I I . . . . I I I I I .
� . I / / �� � ./ / / \ /\ � / / 0 . ,--7 � . I . . . . . .i
I� . .. I I . I I
� . I . . � .r ' ' I . . I . . I � .
;� I . I I I I . -
� . D-- I I I I � r I _.*_�7 . . . .
i I 1. I . - I I I . SEE SOILS REPORT 1. I I . .
I�� '. I I . � I . � I I I I I I I . I .1 . I . I � . . I I � � I N O,TE: . ' . � I ''I � 11 11 . . I I 1. I . � , I ., I . I I I I I . . I . ,� I I I . � . 1� I � . . I I
� � I . I . I � I I I I I I . . . * I . . I � � I . I I �
! . I . I I I I . . � . I � � . � I .1 � I � I I � . I �
I . I I L ­ I .1 . . . I �RIGHT: OR LE . ION STRAIGHT AN : I ' � I I I EDGE LIN . * I � . I I . . . I .
. 51DEWALK ADJACENT T PROVIDE: CONSTRUCTION JOINTS 'AT 30' O.C. -MAX. . V I I . �
. I I 0 GRA.SSE -_ - . � . I I � . .. I I
I . � I ID ASEAS Ak PLANNIMS I . I I I � I . 1.
I I . I I . I . ,
. . . � I . . I . I I I I I ' I . JURIA ABRO � LEEI OR RIGHT IURN ARRO �� I ,51RAIGHI ARROW., - � I - �� - I I � . , I � I
I I 11 I .1 I . I .. . . � � . I I I . . � I., � I I . I IN EITHER DIRECTION WITH SQUARE FOOT -AGE LESS , .� . . . . . I I . r��662�11/ I . I � .. 11 .
I I . . I I I . � ; . I . I ­ I . I � . I . . I I ' . I � I .
� . r � , I 11 � . I I
I. I I I I . � � . I �
. � . I . I I I I � . . � I I I . I I .� .. �� � � . . � YELLOW OR'WHITE ** . I . I � . I � � �:,. I .
i : I I I - . . I . . ,I . . . � I I � . . I . . I . CURVES, TANGENTS, AND I I I � I I a , P 1 � -_j 20"* 1 I—- 20" .* I I I . . . . . I I . I
I. . ,. I I I � . . I .1 . . � � . � 76 . . . - , . . � I I � � . I 11, I I � .
i I . I � � .1� I � � I CORNERS (UNLESS NOTED OTHERWISE)�. '. � . � � I I '. . I I I . . ,
II � I � � .11 � � . . � � � 1. . . . � . . I . � . I I I . I I � I . . � � I I I I I ..+- 36: 1 I � � iL � � . I � �. I 11 . . �. . I I �. I I � . I I .. . . . � .
i- . I . � . � I I . I I I I I � I � . I . ... 8 .1 . . . . I - , . I . � a I I I
� . . 11 L � � . � . I . � . I . I . � I I . I � . I I I , � I 13JEN LAbjE LIN I I �. I . . I 11 � I I I
i� " .. I I I . I . I � I I . I ­ 11 . I I . vmn - � I . � I I � I - 1W, . � .* - , � ... . I � I . . I I I I � I .0 A . I I I . .1
I - 'el . . � I
,�/ /,/
- 1 _12 1 , � I
� . , I . . I . 11� � � CONCRETE: SIDEWALK - - � I . � I . � I I I . . . I . I * I . 1 .28' , . v I . . � ' � I '�� I � , . . ­ . I I . :
� . I . � � .� .. � . % .. I . � ''I I � I I. . � . . I I I . I . . . 11 �. . I I I I ,� I . ­ I i , I . I . .64" 1 . . . :.647 14�, . '' . " 1 O' SKIP LINES I I � . " . . � . . I
� * I I . . � . I . � N.T.S. � � 1� � . � � I I . I I .11 I � I I - . I . I 1 12* 11 WHITE - . `4 I YELLOW OR- WHITE . I I I I I
.
. � � I
.. I � I I I . . I � . 'JOINT, I I � . . . " I � ­ . � � I 1. I . � . . . . � . . I I I
� . � I - I � . I � . . : . EXPANSION, I � I 1 n 11 - . . . I I . I . . � � I . I I
iII I . I . � . I I I I I . � I I c I I .1 , . . 11 . . . I � I I
� I I I � I . � I . I I . � I � � . � I I I �
i I . I . I I . I I . � � I - I 120 1 : . . . ----4!-O" MIN-4 .
i . . I I I .1 I I I . ­ . .. . I � I � 1. . 11 I I I I I I N.T.'S. . .. . . . I � . . .1 � I I I I 10, � ., I . I I � I .. . . ­ . I
� - . I . � � . . . � . , . � I . :: , 10' � . � 7 � �
� � � � I I . � I I Ir I - I ,t* � . . � .
I . � . � . I � � . � . � . � I I , �. I � � . I � I . � I I I . I I . �, 11 I I - � I � 0 147 1 30aw - . � I I - � I � . � .
I I I . I I � I � I I I . � I . � . . . - 160 1 . r , ! / I,/ I 7�t, 10, I I � . i I � . I IT "Is Ir
i . � � . :1 . . . � . . I I I - 110 � I . v1_%2z,M �/,- 77/7z= L4�� - , � � I � I . I � � . 0*",%, h� -
� I
.
I
�
I
. . � . I � � . I
� . . � . . � .
� I .1 - I __ . I . . I . I I I � . I . I . I - � I 11 . . I YELLOW . I I � 1 1 40' �, - I �, UN Y
. I
� I I I I . I I . : I .. I .. .. I � � I .11 . � � � I � I I ­ � . � I I I .1 ., . 44" � 14" , . 1 56"� � 24 =Z I
� , . . I I .� . .. � . I . � I I I . . � . � . I i18 O" 1 � � . I I _0z .1 I 1 2" PIPE -\*., .1 E
I
I I I . I 1, q I � . I I I 1. . . . I � I I � I . � . I I . I 11 , , I I 11 . I I � I � . _T _�] � I I I I . I �
I . . . � . I � I � I . . I .1 � . I . - I I I I � � I . I I � . I I I I ,� I
I � I � I .. I I I I � � 11 . 1. I . r . I I . � I I . I . I . 11 I . I I I � . . I . I . . I . ­ I . . I I I ­ . .. � . . : � . I . I .1
. I . I � . � . . I � I . � . I I I I � ­ � � . . I I I I
� ......... I � I.. I I . I . . � 1�1 . . I � . I � . . .. I . I . I � .1 . � I � . . � . I .. " � 00 . ' . . 1 44" . I . . I � I � � I I . I I � I
I � I . " * I . � . ... .� - . . . I 11 � . I . � I I �. . . � �. I . 11 � I I . 32 I 24" �. � � . I . 2W ,r . � I . I '. , I . GORE LIbI I .. . . ' I . . ­ I I � ''I'll, I - I-- ----I . . I I I . � I I � � �
� . I CONTRACTION � JOINTS � SHALL BE SPACED ATIMAX. 1 O' . INTERVALS, EXCEPT , I 01 . . � � I . I . I . I . � � . , . ! . I � I . � � . I � � I . . �� I I . .
� I I - I I I ' I . .. �_ � I I I I � . . ." . I I � � � I I I I I . 1. I . .. I I.. � I �. � . " . I "I __L *,4 2' MIW-SK *1 . . I I = 11 . . . I 1. I � -1 I . . . 1. I I'll . I
I I �, .� - - ASPHALT RAMP I I I I . . . ,. I I I f.� , � . . � . I I <, - YELLOW OR WHITE.'. � . -1-1___________j . I � I . �� I � . � . '
"' *
I I � .
� � 11 . THAT. A 15 FOOT SPACING MAY BE USED mEN.. A MACHINE IS USED OR, MEN - 1.1* .� . I'll . . , � I I : ,�_ , '� I . . - I I . I ___-I I-- 1� . I I _T 2 , I I 11 I ���� .11 . .
L
I I I . 11 � , . N I � I I
I .
�
, . � I I . . I I . I � I I :, � .,. , I � . 11 . . u. .. I I � ­
. I . I . . . , � 00 . I .
I � I . I I WHITE , , . I . "'�' ;�'I' I .
. I " - .
SA71SFACTORY SUPPORT � FOR THE � FACE FORM CAN' BE OBTAINED WITHOUT THE � . . ... �, . I I � , I . � � I SIDESLOPE 10:1 SLOPE I , .1 � I . � .� . I . 10" I I ,2e.' � . . . I I LS3P ASSOCIATESr LTD* I .
* � . . ­ I . � , . I . I I I � .
� , . . I . . I . . � � � , , . . I � I . I � I . I , . 1. . ­ I , I . . � I . I ' . � � .
.
� USE�- OF TEMPLATES AT I 0 FOOTINTERVALS. *JOINT SPACING MAY -BE ALTERED , � � I . �_ . . .1, . 11. .� . '. 11 . � , I , R=28* . I 1. � I . I . I , I . . .1 NTH SLOPE -FACE CURB, ��_)". --A . I � � . I I
. � . . . � . . . . I � . . r . . - . I I . �
I
. .1. .11 � - I � I � .11 . I . . I . I �­ 11 . . I I I I.. I � � I . ­ - I . �.. I , T_ - - QOM . BINATIOWLE � I . . I I .. I I - I . � . _.�.2' 1 . . .. . I . . I I . . I . I r . . I . I I � � .
� 11 .1� I I . . 1. � � I . I I ". ,� I . I . . I . . � I . . I .r I . 2S28 INDEPENDENCE -BLVD. surrE.2oo
. BYTHE ENGINEER TO, PREVENT', UNCONTROLLED CRACKING, - . . 1� I I I I I I �. I . > 4m � %" . .
' I -I - . I � I _ � � * I �
I - 1­0 I . � I . � .Piv* I I � I , I � � � � 1. I . . � � . I . I � I Im I . " : = � , � iP . � . I I � -WILMiNGTON, NORTH CAROUNA 28412 , �.
CONTRACTION "'JOINTS. MAY BE INSTALLED, BY T14E `USE OF TEMPLATES OR I . .1 - I I . I 1. f! -3 2--. ; - , : . I I . . 03" . / I . � . . . . L I � � � .
I I � � , : � . . � . ANO RIGHT TURN ARRQ � I .11 = v//m/za � I I . I I I
11 I I FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARENOT FORMED � - � I . � I -1 . . � ... � .1 . I �. I : , . .1 . .1 I QQMBIbIAT1!Qbj LEFT AN ' .' 1 12" -­- . I I . � -j- a I L � ''I .1 .� I ' I : 'TEL - 910.790.9901 FAX [phone]
I � I
. � I I I � . I � I . .1 � I I I � I I , SIEAIPgHT AND � EIGEII JURM ARRM I .. ' I � . , 00 15" � I . I I . .- STANDARD IN SIGN '. .1 . � I I � I 11.1 . �
I . � . BY . I . - ''I � I . � . I � I .. , � . 11 I . . . . I .1 - � I I . � -- -76- ----I �. I - � � � . I - I � � � . � I � I � .. . � .. I I .
. . I . TEMPLATES, A �MINIMUM DEPTH OF 1-1/2" 'SHALL BE OBTAINED.- . . . . ANSION JOINT & * I I � I I I . - 1. . - I I- . . I 11 . � . I I I I . . WWW.LS3P.COM
ALL CONTRACTION JOINTS EXCEPT IN'87 X 6" MEDIAN CURB SHALL BE FILLED. � � � .� ; %�f) lb I I . I I I I . . I I .. , I I I I - . 11. .1� I � � 'YELLOW OR WHITE -A I I � . I . 1. I � I . 1. . I . . I "
I I I . - I I ,ii ,
I .
. . I �. I WITH JOINT I SEALER. �- , ' � . -- . .� � .11 4 . � . . � . I I I . I I ROADWAY PAVING, I I I . .. . I I � � I . . I I . � & . I � - I . . . . .. � I . I . I ''I .1 I . I . 1 � .. � I . I � 11 I �. 1, � I I � � I . . I I . . I . I � . :. . I . . I � I .1 . . I I ...: - �, I . I I I . . I . �, ..
. I I 1. 11 .1 . I I � I � � I . 11 . I � I . I .1 � . I I � I � � . NOTES: � 11 '' . I I � I . I
I � I � . . I
I I EXPANSION 'JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT ' - ­ . .1. I . . . 11 . � 1.00, � I �. I � . : �� . I � I � I � I � I . I . I *NOTE: WHERE TWO WIDTHS - : . . ­�
I I .. I I . I I . I . - I � * � I ALL'REFLECTIVE SIGNS SHALL'BE MADE OF '' I .
� I . . � . . I .
I . I I � . . I � I � I I . . I I I I I a I .
I I I . . TO ALL RIGID OBJECTS. ' I I . EA-YEIVIENT MAEKINO I . 1* ARE INDICATED, THE FIRST . . 1'. I . I I
. . . . .., . 1. I : I . I I 2' CURB - & GUTTER, - � � I . I � . .. .. I . � � � . . � . I . . - . I � .. I . " ENGINEERING GRADE ,OR HIGH INTENSITY GRADE I .. . � I
11 ­ I - . � . . . I � I I I � I I � . I 11 % .... . 1� . ­ 1. � I . I N.T.S. ' �. . . . - 1 .Ssl WIDTH APPLIES, FOR A 1, I � - SHEE71NG OR'APPROVED EQUIVALENT. ' . I I
, I � . 1. . I . . . 16' 1 . I . I I . I - - **� I ' REFI ECTIVE � I I .
I
. I I I . . . .1 TEEWNATION DEIAIL . . , � . � . I � � I . I I � I � . . . .1 I . . . I I - ', "NORMAL" WIDTH LINE. THE I I � � -OF-4AY' WILL BE � � I �
.1 11 � . I . I � . I . - . � � I I . I . . ,.Z- . I I . I I . �. I I I - I I � � . ­ � ,. co . 2. ALL SIGNS PLACED IN RIGHT I I .
I I ��
I
. 8w I I I . I , I I I I � I SECOND WIDTH'APPLIES FOR APPROVED BY TRAFFIC ENGINEERING DIVISION.
� I I . . I � . � . . I � 1
1/2- R I - - 11' � I � . I . I 11 . I . '*�� I . . I 1. I 1. I I ! . . � I .1 � I I
. I
. . . � . 6` . � I - I � 1/2** R . � .. . � 11 . I . I I I I I I . I � . I . . 1. � . I I I . .1 I . SIDE!, OR. TRAMER.$E BAR A "WIDE" LINE. '"DE' 1 3. ALL F001INGS TYPICAL FOR ALL SIGNS, WHICH -
� I ­ 11 I . I I . I
� 1 :180 . � . � I . I . I - � � I � I . � . . I I . �
I I � -1 I - I � I - I I � I � I .1 � � LINES ARE REQUIRED WHEN . NEED TO BE ANCHORED IN CONCRETE. . I I .
I � I I - 1 � - a R ­ 1/81*'R , 6#! - , I . I - I I I I I I I . 11 � � . I I . . I I I I . 1� I ' . I � I I I . . I..
I . - 0+ I . � . . . ­ � . . � . I . I I I I QENERAL NOIES � � i ' DESIGNATED IN 'THE PLANS,� I 11 . I �. I I
I I I I + I .
� I . I
I . I I
I . (O . . � � . . . -R .1 I . . � I I I ,� . '* OR. WHEN DIRECTED � BY' 11 I . .
� A �, i a I A+ � I I � . I I 1 3t# R 1 1/8 � ­ . . � . _. � I � I 11 I . I -ALL PAVEMENT MARIONG SYMBOLS SHALL BE.WHITE IN OXOR C14 1 . I. �, � � - I
�
: 0, I I ++ I . //_I I 11 i - . , I I . � . � I . I . I . I � I . I I . . -PAVEMENT MARIONG SYMBOLS SHALL NOT BE LOCATED. AS TO � ................. I I I I T`10 � � . . �
� , � f I :i�. . I I . + � v I � � . . . . . . . I I I STANDARD 510 INSTALLA
� V_ + /--i I I . I - � � I , I , � THE ENGINEER. LOCAITION , . �
� . ++' + . 0+ � I � + � � I I . 11 " � I , � I I %, 11 � . . ENCROACH INTO INTERSECTION AREAS. , � ''I . I � wlim� I . . I I I I I I I � . I . . I . � I
� I . I +++* +,.+,+ + -T-111" I 1. + " � � . - CONCRETE PAVEMENTS. PAVEMENT MARKtNG
i ­ I I + . I T + ._+ . I . I . . I I � 1. I I I I -ON PORTLAND CEMENT � . I . I � � � .
� . + + 4. + + +- *.+ + ++ + . . . . . � . . I I � . . I I I . . I I � . .
� N + 4,+ + + +�, + . + A . . . I .1 � I
� I IV- + 60 to' 11 I . � I , - 9, . . I 11, � I .. I I I SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION . 11 . I I � � � 11 . I � ­ N.T.S. I . . .
� I - 111111�111111 ... ....'', I'll 1111".. ". ___� . .1 I . � 1 6#. 1 . I I . JOINTS, UNLESS APPROVED BY THE ENGINEER. + I " . I I . . I . 1. � - I . . I 11 . I 1(11i�tq_,, I � .
*�� + + + to� + . PAVEMENT MASKINGS i
.
� . rf I . + " + +4 +, 121 �� I + + /_ .
� � I + - ++ A ++0 + + +.,, 04 + + 0+ P 111� __+ . + + + 1, . .
: 11 _ I I ... . . I +_ . � + 4++4- +4- . __7 , V_ I + .�'+ +�O++ A I I I SIDEWALK � I I � , I � I . I � I I "",� � �
I LEVEL . � I �'. I A + . + + + . I I ++_ -..!:F.V+ . I I . . . I I . I I I I -<k-A C t. - ,,, -
I . L + + ++ ++ + I +t � ,/�
I I . " + - ++ + +0 + I 7"-1/8t$ R I I I +I. + , 1� . . I . I � � . I I I T.S. . � I � . . I .. /.1 .
I . . CO + + + + +' A + ++ I , '��� . I I N. � �
I I . . � + i. I . . I I � 4-. . t+++ 1 +4 . . I I I I I I I + I I � ­ I + I I I I ,
I . 2e- . - I � + + + + I + ++44 + +,++ .P' � �
I I * I � + + � + ++ + +,* + + ++ + . f +� + �4+ , . I . � . I I � �
I I � - . I . I + +*4+* _j � �� I . 1. . I I � � , I - " I -+. I
I I I : I - + + 4+ +++ + +. , - - - 5 7x �,\,-\N;N, 5 ��\-, � , . I I I I - 1 - .
. - I * , .�\�
� �K\\7,\Y7, - \ -
Wa ,,,
I ,�e,,75 .
,
I I . - ,\-, - I I . �
. � I I . ...�_ +. + \ \, ,�, - , I I . I . �. -
­1
� � I + + l�, , ,\Ie .1� . + � . ,� . -
. "
I ,
+ . 5. ,\ 11%; . >,�\ I -'.
. . I I -, \ _ N _\ �� - " I I ��
. . A_:�_�\S� I I I I I I 1. �
. - .
I ­ I I . . I I . . I I I . I I . I , I SFAL . -
� f , 24" t . I � . I . . I . I � . I I I I . I I �: _. . - I
I I I I I . _w,
. I (TO,BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND � � I we . - I � � I "I � � 2: 1. MAX., I THE TOP AND BOTTOM WOOD I I I I � I . . . 0,181 " � I
� I 1/4' : 1*-O* SLOPE OR AS SHOWN ON PLANS) . I I � . I I + � . . � ." * , �
,
. � . . % I CURB � . I I I . CROSS BRACES SHALL BE PLACED 6"" - . � . I I . . I . I I I , -- �11416� , 6� I
. I
I � FROM THE END OF THE WOOD I . - . .
I � I I I MENT . -, -
I
I.. I I � I I . I ATTACH EACH 2 X'.6 . . � I . .1 -, " 1�� ,6 - - N I
. I I . I . I � � ., ", . ,,/ -, , - - .
I I I I I I I I I I I v �_ , ,
� I . I I � - PICKETS. THE MIDDLE BRACE SHALL � I + 11 I � I ,� , N
I � : CROSS BRACE TO THE . 1. 11,�"-' P!S 1�n-� I - *
-,
I I . I � I I -On POST FACE TO FACE (MAX.) . OL I I I I . I I I I , ", 'Q - - �e\:'-'
I I I I I .�: , '*
I . I � 1 2' CURB AND QUITER I I I I I 11 +, , I I I I I I I I � I . I BE CENTERED WITHIN THE FENCE. 8' I I I I 1 4 x 4 'TREATED ,WOOD 1. I I . . 11, ) , j_?\C
I I I � I I I I I � 5ECTION A -A .. " I OST NTH 2-3 x 1/4* . � I . "Oil:wv11111\ , . 11 .
I I . � . � . (REVERSE--SLOEE) I + 1 2' CURB A.NQ GUTTER � � . I ' � I I I . I . . I I I I r Typ. I ­ I . . I GALVANIZED LAG BOLTS . I SEE GRADING PLAN . I I I I I I � I � I I .
I 11 I 1. � I � I � I 11 . I � I . I . WHEELICHAUR-RALAP (DROP CURB) . . \ �, I I , , , � I I I , .. I-- . I I I I . WITH WASHERS (TYP.) + I I
. , I I I I I I I I - I I . , , , / I I I FOR, PAVEMENT SLOPE I I I
. I . � I . I
. I . I I � I . . . � I I I I I I � � . I
. I . . - - - - - - - - � I .
. " . � 11 � . I I I . + I 11 I I I _ - . - , �_ - . 2 ,x 6 TREATED WOOD I I I � . t(_ 2" S-9.5B SUIRFACE.COURSE I .
I- . CURB AND GUTTER I I I I . . I WHEELQHAIR RALAP 1 I . I I I - - I'l - - - - - -, - I .1 I CROSS BRACE, (TYP.) . � I .. ''I I - I I � I
I I I I . I I I , . I I . .
�,
.
I . . I I N.T.S. I I � � I I I I I . . . �, I I I . I . , . ...... � ///////////, . . I
I . . I � � � I . 4 x 4 TREATED - . I 11 - "' +
� � . � . I I � � I . . � . I I I � I I � �+ I N.T.S. . . I . . . � � I I . WOOD 'POST (TYIP.) - . I . . .1 I- - �-4 /- 6" AGGREGATE BASE . I I . ., .
I . I . + . . I I 11 . I � I I � � I
� + . . 1. I . � . I � � 11 I I . . I I I . I . I . I I I � I I + � I � . � � I ATTACH EACH 1. x 6 . � � COURSE I I .
� . I
. . . I � . + . . I . . � I WOOD PICKET TO � THE _; ­14.? a .,... �. . 7-4 1 . I I I I
. . ,
.
I . . � I I . I I I . � . � . I . . . . I . . I I , � � � � . � . . 2 x 6 CROSS BRACE NTH - �zl' I i .1-I!, �� \1 �', I . 1. /\.,.,� ". 1:-". 1\ �. 11 I MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
. , ,
I I I � I I I � I I + I I . . I � . . . � � . ­ . I 1� . - - I I I � , N, v� � \' , , COMPACTED S 1. I
I . I
.
I . . I I . . . I I . I I � I I 0) 1 3 GALVANIZED NAILS (TYP.) � " �_ .. I? ,."/ . I I
. I I I � � � 011_� � , I-
I I . I I I � � . I I I I I L I . ­ . I . I - � �� I I I . I 1\..1'. I ,"I .. I , ", 11, (SEE SPECIFICATIONS FOR � � C .
� I I . . + I , \1 '11� I OPYRIGHT YEAR ALL RIGHTS RESERVED
I I I . . � I � - - - I - I I . " 11 , \ " , . I .
I � � . � I � I I � I I . � 11 , / ,-\ 11 , 1� . , I I I
,
UNV I I I I I � . . . . . . I I . - . � � I � . . I � . I I I / ,� .\ '' \ " /, � . . .
. SCREEN TO SURRO . � I � I I I � COMPACTION OF SUBGRADE) .
AND CONCEAL DUMPiiE-R] + . � I I I I � . � 11 I . 1� I . . . I I I � I I . I � . . I I . I . � I. I . PRINTED OR ELECTRONIC DRAWINGS AND
I
I . I j-P I . I 1 #5 BAR CONTINUOUS,. . � I � I I I I I I I . I I I '----.-1 x 6 TREATED WOOD - I � I .
I .
I I - . 1 14.360 - I � . I I I I . . I . 1 6" THK. CONCRETE � ' I I . � . I . 11 . I . . PICKET (TYP.) I I . I I I I DOCUMENTATION MAY NOT BE REPRODUCED
, I I I I I I . I I
. -
� I
. 1. . I I I � (TYP). � , I I �
I � I I I I I I . I I I �
! I I I I ' I . 4000�PSI � I I � I � . . I I � . .1 . LIGHT DUIY PAVEMENT DEIA-IL � IN ANY FORM WITHOUT WRITTEN.PERMISSION
� � I ­ I 6X6-2.9X2*.9 WWM I MIN. OR ' - I I I . � . I
. I I I
. � I
I +
-
I I I � . � I in -7 . I I � I .. I . AS SPECIFIED IN. I . . I � I � " I I I � � I I 1. FROM LS3P ASSOCIATES LTD. �
� , I
I , I I � NTS .
I I . �
I I
�
� � . I . I . � I . I � I I GRADE I I . ri. I + � H- -H H H H H -1/2- SLOPE '4% - - T . - I I . I I I I
I I . I I I - - , � I +
. I . I I 1 6" THK. CONCRETE : I . I . . . . \ . '*%� ..
I I . I. 11 � -1 I L I +1 I 1 4000 PSI MIN. OR � � I I . I � I. I I ... ". .. , 4, I , V, � . . ! .p .. .T. ;? " ... . .. i�. , I I I .
- .... .. .�- - I I
. I . .�v .. .. .1 � . I - . I .. . CONCRETE . . - . "l, * *' , * , , I!: I'. � . I . I � REVISION& ' I .
. I I I + . I . . * . . AS SPECIFIED IN � . .?� , � :v. .P. , I . I � I +
. 1. . I . .x - - � . . * I . I I � FOUNDATION . ..; � I I � 1� .. . .. *. I � I � I . + . - 11 . .
I . . . I . . I I . 11 . . 11.1 I - I a : . . . .. � THE GEOTECH ­ . .. I I I I 1. '. �p .. '.. .1 I �. .. I � I �, - I IL I I 11 . .
I � � 1 C14 1 .A � I � . . . . � I (Typ'.) � .. . I go I I .. *.V' , . .� I . . . .11 . I I : I ,. . - .1 . � . 1,
< ­ I I , , . I . � I I � I . I I I I \ I . � cit ... 1 w , I I � . ­ I . I . 11 1. I - I
I
. � 4 o ' 4­ . < � � I . � I 7 I I 1w � , .. I .1 I � I 1/2- EXPN. 0 ' � . � � . V! I IN i -1 x 6 BOARDS � V. I � � I I I I . I ,
I I I I I . 4.-.. - ., ."6 � .121 - . . I � � I � I � . I I *. r I VERT., '2 x 6's MAY *01.. ;.I, . 0, . .. . I SEE GRADING PLAN I . I
� I � . . . . . I . I I .. "I �If_ . I ­ . � . . I � I I I O�'. I SLOPE -OR- BE HORIZ. I I I I FOR PAVEMENT SLOPE I
. . I '! Ei I I � I -
.
I .1B I I . .� � . . 4 -. - ' I I I ... . F 1­ " li�z: I , I -21 T . I 1. � J � INT I I � � : ,e I TALL -! ; *'� TOP OF CONCRETE . � 2.5" S-9.5B SURFACE COURSE
. I I . I < ' I , 11 T lr=- " . . � .. a C_ .0 .. .:� q- + I I 1, � . ACCOUNT FOR GRADE TO , * . . FOUNDATION TO. BE . I � � . I
I � El i i 11F 6 JHK MIN. . . I
1 ,4- . .1 < � I I " . + .. I .. . I W� . ­:-L,X-:��.x . .. � I I � . A RECTANGULARSHAPE ' . I . I .
. . . *' CRUSHED STONE ., + ­ + �. - 6" GRAVEL BASE- . � CHANGES..' SPACE 1 x 6 � , I I ,
, I ­ � I I . . I 1 12" 6 � I . :. -A il E- I . . I f , � I �
I � . I . 4 ' . I � - . I . - . . . / , / " I ,� ,�
I . . ­ - . . .4 . . . � . a / I
___ I .. . . I I I . I , / " I
� . 41y I 11 *1 , . I I . - .- .. ,� OARDS'EQUALLY ' I .. / , .11 /, I I . I
� , . 1. I �.
� I I .. _/ I � . . � I I � . . -1 , I I . x . - :�X_ - I � . I . I I B . I I I + . � .� 11 . � I . I - � jk, -1 -AGGREGATE BASE . I
� I . I . � I Ar. ' � � I . 8" 1 1
� I � I . + . I .
I I _ I I . � . SPECIFIED'IN I I A L' I 11 I I � ] I , e 11 ­ f , / . I I
. I . � - .1 . . f , . 4- . 7 -4.!* 1 �� _4 COURSE I . � 11
. I . 1 4 1 � I., . V m .0. , X C4 1 1 1 1 11 I .1,11 � � �
. .0. I � I I
. I CONCRETE DUMPSTER PAD - . I I I THE GEOTECH � . -4 ..- . . I I I . ECTION 1�� � . . �
I . '< I . I I + I . . � - 11 1 '4 ,-- I I
I I . . . . ., in I 11 I I . � . � ELEVA110N � . � I . I I I " � .All, 11 I I
. I � . lq* � . I I . : I . . I I � � , \ , 1. %, ,,`� � \ I I
,
,
I � + . I � � .1 . I . . *_ I + I I �4 , + I . .1 , I I � � I � I 11 I /, �., I - 1� ,.� . I ,�, , " ,L " 1, COMPACTED SUBGRADE . � I I
� . I � I � � " , , _
. . ,
,
' . �� I .. . , �,­��, ,
i - I + 4 (AM PIPE SOLLARDS TO.SE SET I 1.� SECTION 113) I . � I I . � � + . .1 � 11 . I I I �� �. X I I A, .� ,�" I 1,-EE SPECIFICATIONS FOR I I
I I + . I . 1. I . I 1� I I , I � I ., ,� _/ , I / I �
. . � I I I . . . - . I . *1 " \ ..:/ I , � �, 0 �
. 6- INSIDE CONCRETE) I I . I I . MECHANICAL UNIT SIDE . I ,� ., / "N I/ "/ / COMPACTION OF SUBGRADE) I I
I I . . . . L . I I I < I . I I . I . I I . . I I I . I I .1 � I I I I ATM WOW I POST (TYP.) 1 4 x 1 4 TREATED WOOD POST (TYP.) � I . I ,w\ .,/ . I ,\ . /�� , ,,,
I I . I 1+ - I I I � I . � I � � � k 4 x. 4. TRE ­ . I I I . 11 ,� .1 I . I � ­ . � I I 11 *
.. . � .< I I . I � . I I I I 1, I I I I - " 1 12" ,6 0 1 1 1 1. _ r_-� r..." � - - r.-" � � , ,zaf -'EL--INSTALL I x 6 BOARD I + I � I I . APPROVED I
I
� I I . 41 ------- 4­1 AT END OF FENCE IF I I
1 .1____71 1 � %--...& � &---A C4= P2, �i I .
I
�
I
'
� . . I . I I .1 . � I I I 11 . I I . 1. LAWN AND STREET, SIDE"'� -�' . � � � SIDE IS .VISIBLE I � NORTH CAROLINA
,
I I . I I � I I I � I . + . . � ,�_ I HEAVY -DUTY PAVEMENT DETA _
I I . ­ . I . . . � I I ,r\�,� � - � x 6 TREATED WOOD CROSS BRACE'(TYP.) I MANAGEMENT COMMISSION
I I . I I . ENVIRONMENTAL
I . 4,j, - - . I I � . I � L � . . . . � . I I . .1 *6 TREATED WOOD PICKET�(TYP.) I . 11 I � I . I I . I I
I I I +01 1 14. - - < - 0 , � . . I I I I I . I � � $C1 . I 1, . 1� .1 . I � . I I I . � ­. . I I . I 11 I NOTTO SCALE, I I 1+
� 1. I I . � . I , 11�. � I . . I . � I I . I . . . � � � I I . I I . � I I . . I . I . I I I . TER QUALITY
I , I . I . I . �
I
+ I I I I � I I I I
I . . . +11 I . I I � I,&/,*- I i 1) I -)
I . � I � �� . I I � I I � � #5 BAR CONTINUOUS . . -SECTION . . � I . � I I I � � I � DIVISION OF WA
. 1 -4- . , - � . , . I I � I I � I I � . I PLAN MEW I I I I I I I . 1. I , A 3 /y k
,
. p . . . , (TYP) . . . (SEE SECTION 'B' FOR SIMILAR NOTES) I I -
I 1 4 1 . I I I � I I I I I I I I . ­ 1 3//;� 5�'/Oq . a 114 V_
1: � I � I
. I
-_ . 7 * - I I
I - . za I , IV I . mummomw- I I I I 6X6-2.9X2.9 WWM I . I 1. I � � � I I I I I . . ' I � I I I I I I . PROJECT: (�FCC COSMETOLOGY BUILDING
I
� I I � . . . � 4 . I -A +-1d. IV. 7 4. - '. 11. - : I I � I AT MIDSLA , . - I . I ST* I . I . I � I I .1 I I . I I SHADOW BOX FENCE . DETAIL I I 1� I . 1, I
9 . � ., . . . I . . I . . . I . A - . . 4 1. a . . I I � I . . . I I I I I I . I . I . .
q I I - � . . I I I .. X,. . �.. �. I (0 - I I I I � N.T.S. I I � . + I . �
I I , . I � . I I . . '. . . . .. .1 . I I < � . I I I �. . .. ..e .11 . .0 0., ,4 1. I . . + I � I � I . . . I I I I . + . I . � . I -1 I . I I I - I I . I � IL DRAWN BY: .
� � . I � � . . . . I . . I . � � � I . . ­ . .
. � . � � I + I . 4 N I I . . I I . I I I : . . CHECKED BY: DLF I
. � I . 4-4 ' . I I I I q*, . I � I I I I . � . �
0 � . . . 11 -11 - - .. 1. I - I I I I I . I I � I I � .. � I I � I � I
4 I I . DotiliE SIMNQ W0406 G IM I I - : ,� � + . . I I . I I I � I I I I ­ I I I
V_ . I � . A I I .1 .1 . � . .1 I . . .. - . ­ ­ ­_ � 7 - __ I I I I I I I � I I I � I I . . I . I
0 1 + . I . I I - � 7� . I . I I I � I I I , I I �
I . � . I
& � . � . 1. . , 1 .4, . +� 1. � I 1 6" THK. MIN. =1 ... .4 : --I + I � � � .1 I . I . I I � I I I I � I . I
C> . . I .1 . < .. .. . . . I B ioxe I 1, � �� I I I . I I � I I � I I I 11 � I . I I 11 . I 1.
0" I . I 1. -APRdN - < . . . CRUSHED+ STONE I I � . ", 1� . - *_ 2� � . I . I I . I I I . � I I I . I I � � I �. . . � . . I � I � I �
I C> I . CONCREfE . I � I I I I � I I I 1. :
. I m . � I � . . . I I , I I I , . m I � . I I I I I I . I . I . .� I I . I
01 . .1 I I I I
� I . - I I
I < * 4 � I I I " , I I I
I 1 4 . < I SPECIFIED IN I I &* a I I I I I I � . . . . I I I .
I I . I . 1 *4 . I I I I � 12 t 00 . � I I � 11 I - I � I I . . I I . I I I I I . . . I I I I I I I
.. . � 1. � . 4- 1 1 1 1 - V_ I . 11 . I � + I I � I . IL � . I � I . I
. . . I . .. . . � . . I . . . . . I THE GEOTECH I -+-Y . 1- I I I . I I I . . . I . I � I 11 . I � I IL SHEET �
. � . 4 < . � . � . REPORT, � I I . I I I I � DETA 11 �
1. I < I . : I I � � I . � I I . I . I I I I I � I I . � �
_j . . I . � V . I I � . I I I I I .
in I � � 4M.7 1 SECTIO.N' � I I . I I I I �
ca - . . . 6# i C 14 .
I , I I . I
0) � . I .1 . I . . � � 4 1 1 � I . I ­ �, - 11_11 if 6' SHADOW'BOX FENCE I I I I . I I 11 I I I +1 � I I I I - I . 11
. . . 4 . . I I I � I I �
� I
. OA- .. . S, - "a . I I 1. SEE DETAIL . . I � I . I . I .
01 � I . . . < I . I I I I I I
� a I I I - . - . - . I � . . I I . . � I I � I I . 11 . 11 � 11 � I � I I I
. , . . . I . I � � . I I I . I I � . I . � . + � . . I �
I . �
I
. � I . . -
�
� .. . I . I � I ­ I 11 . . I I . I - . - � I I I 11 I . I � � I 11 I � I
I I I I I 11 I I I I I I � I I . I � . . I I I. -I . . I I . I . � . . 1
61 . I -1 . _. 14.36" . I I I I . I I 1� . I I I + � I , I . ' . � . I . � � I I I . � I I �
10 , I � . -I 11 . � + I I . I . I � � . . I I I � . .1 I � 1
8 1 1 1 � . .L � I I .1 + � TE .1 . 1. I I 1, I I � I I � ­ �' I
.
I .
. 2- � I I � I � I . .� I I I i I - � � . i , I . � . I � . . . I � I I � . I ., I 1� I
I I I I I I I I � � . +1 I I
.1� _+ 1OP MEW' ' . I . I � I I - - - - ­ -!. ­ ­_ -_ _. _. I .1 � . . � .11 I I . I . I � I I I I .. I . . I I I
9 II I . I . � I . I I I I . . 1. .- - __ _ _. _. __ __ I.. - ­. I ,F � __ I � I I I � I I � I I I I I I I I � . � I I I I
. . �., - ': I. -1.k. .­ - PAVEMENT � � . . Av%k A"%k
. .. , I �1',., * '� ___�*4�� 1 . . I I � I I I
I . I - I I I � 11 I .... ­­;' -!%j I I 00 %
� I i � i . 't..�. . ; . � � I I . I 0 % Ar ff a �
I I . I . I I . . . . ..,: :,: ., +�'---; , ` � � . . . . I I a IN a A,
� I I I I � . - . . + � . I " .1 , -1-1:1 . ", ...'' I . . I I . I . I I I a m 1%,m
�0 - : . . :'. A .-., .,.,. I . .
I =1 . 1, . I . I I I � L_ - - .. ,,I .. " .I ., ". .... . a !V­.",­` . I .. . ''i," - � I I I . . I I � �
CI I . � I � I I . I . � � I I
� + I . , . . , , � I I . I I I I I . . uv%�j
t10 I I I � . � I . �
�� . .1 I . DUMPSTER PAD w.z SCREEN � I � I , I . . � . I � I � . I I I . . I I . . I � I I I � I
� I I . I I I I .
.
.
I I . I., ALL BOLLARDS SHALL BE SETAN CONCRETE. I I . . . I I I . 1 113,33" � � 1'. 101 , I 'I ­ + I I I I .1 � I � I I I � I --...j
IV> I � � - I I I 11 I 1. I � I - . I . -_ - -_
to + I I . . � . � N.T.S.. I 1. I � I I I I . I I I 11 I � � I � I � I . I . 1. I I I 11 .
- . I I I . I I I I I .
I A . I . I � I . I I . . . I I I I � . � - . I
I 11 I I I + I .
I
� I I . � . I I � . ' � I
� I
. I
. I I I �
I I � I I �
. I ,
I
. I . . I . . � -
I
fd * I I I . I �. . I . I � � + I I 11 I � �� I I I I I I � "O"m RELEASED FOR CONSTRUCTION .
12�_ - '' I � I � I � I I � , I I I I . FINALDESIGN' N 4 I I I I I 11 . . . I . SOLUTIONS THROUGH LISTENING .
* I I I � . I I . I
I I .
I . . . I - � I I . I . 11� I I I . � 1 7 � I . � I I � � I ,�� I �, � I I ­4 1 �,,_ I . I . I I I . , I , I � . I -1 . I I I . .
,
-_ -
,/-- - S _ D) - r:V� " N '-Fe
----� V7 1
-
-_
as to too 6
m J2 12C 6 oftom
I 11 - IN 1 11251 to I tac I a - ir
IM
)y M-AX71
PF.M Al I
I
p 7,
F-L
-
�� I I , I I � I I . I � I � I . I I I I 11 I . � I I I I . � I I � . I � � I I � � . 11i
. � ­ � I �
.. I I . I . . I � I . I � . . � � � . I � I L I I I � I I . � I � - I � � I I I I � I I � . I I � � I __ =
�
2 . � I I I I + I . .1 I., . . 1� I I . I I I I � � I � I . � 1. I I . I I . ­ --,I-- . I ____ I I � I � .9 I + I I .1 I � I � .� -� 4 � I I I I I ,,,, I . � 11 . I . . 11 . I I ­ I I � 1. 100% CONSTRUCTIO I N DOCUMENTS, +
� I . I I'll I . . I I I I.. I � I � I � . � � � . ..2 + . I 1. I � 11 11 I I ­1 I I I 3 I . � I I . I 1 4 ­11 � . I : 1 .15 � 1�1 �, I .1.1 � ­... I ­ . I 1.11 . 6 � I . . � I I � . I I 1. I., I.
� I I I . . � .1 I I . . � I I I I . . I . . � I I I I
I I . I I I I � I I ,� I . I
. . . � � I � I . � . . I � . � � I � I I � I I .
I I
� I I I .
I +
. . . . I I I I . . I . 11 . . I I I � I I � I I � I � I I I � . I
1, . I I + . I I � . I I . . . I I I I � � I 11 . . I I . . I � I � I .. � I + I ''I __ . �. . I I - I . . ''I'll '11+ 1. I . I . I ­ . I . . I I I I I I . I + I

I . . � � I . � �., ! � I I L� I . . I L I . � � . . . . I . . I . 4 . .11 . 1 �=_�_ 4 11 �
I I . . . I I . . . I I . . . . I . .. . . . ....,., *�", . . - ';&'., .% - " I
. I . ., I . I � . I ; .1� w.....L.'.."�,"..''.. . * :;� I I
+ I � . . . I I :: -.1 -;,��. ­:-_!:*"�. - � . I
I . � . I I I � . . .� . SEE NOTE I . . I , . L I I �. I co . ... * -Z ,V. 'L.. . ,, I.; 9,.: I . .
. .
� � I � . I I I �� . I GROUNI11INE , = = , � - I- 21-911 � A- 21-011 . . .
. , cc co m , I . w � + + I I
. . . I . I
I I . � I 0 - , W - z I I = I I = + ... . . I . . . �� . +
. I I I � . . � 5`6" 1 . I cc , .
I � I LL - - � CC 0 , - . I I . I ­ "= = . I I L I . � I- . L I__ , � � 11 � + 0 - '.
I I �. I 11 _11 0 Z I �­L r_ I - .. . I = 4 __­ L . -1 � I I I O . . . U., I . '� , -
I . 0 .�_4 � = :.; ­1 I . I
� I z g I. -A Cp L � J, . I . � . I (e, , _____, I �, I I I . I I 0
, . �1� + = I :__,--_t . . � I . � I
1-4 0 1 N W. :c � I . � , 1 V 1 1 --"-I - ,, I
. , I . _.: --- I Y + � z
I I - . . I I . I " C . � . , , uj LU
�: I = - = � � , Lq=� - - ..... I ...... _... .. ... ___­ - �T. , . I . " CL
I . AMA 0 I .,�:. ': %.,�:. :� :..,---� - . , � I I I � I . � I B: .wj P-01
. I I < W R. - _4 . 1 51-61? 1 1
. I .1 cc 7177172�ml - - L f-."O'..,.--,:,*.."0'..'.-�,:,*.... , , .. - , . - I - I I < C) a.
I I . . . a CO , 1-: � -1 0, � L . .4 E... ..� P. V,:.�­,�."j . . I � . .
I � I . 1 4C CO) .� = A �' I . � I .. 11.1 , . . . I I I.. I ­ 11, . ., � I � . . . I . . Cr.
I I I I � L : I., I . + � . . + 0, = - - ,
I I . . I . I � I 11 It. I - -
I I .
I in ,m = 0 , . . L I . . �
CC r [a � C: a > � I � I I + I . . . . z co
. < � ., . . - m . I � . . F, I 1* .+ a 0 .
I I . I � . � � r - - I �_ __ I -1 cc 11 .
I I . I 0 *0 . C.0 9 a � I I I I . . I . . � - I I i � I I I < 9.-
. � . . .�. I z Ac 0).,z . . . I . � . I . I � I I �. � I I .. I . � I I . 0 ::)
I . 1�_ � I . z = 10 . � � � . . . I � � I �. .L � . =
� . � �<_ ZL' '.. - :a - � . I � . . � . 11. .1 � . . . . Nd, 2:
I . I I CO = H+ U 0 > I I I � I I . I .. �+ . I 1. I . . . I � . I m 1L. , Q, P-7, , 1,
. . ­
. I I L . I . ­ 11 I � . L I CO3 M, ,
. � , L ". r-wo * + - I > � Ammd 2.
. 0 It- � I I . . 1 4 A
S. AND QUANTI IES'FOR;MANHOLE'
PIPE
DIM.
. . ' I
CU.— yDS.
I CONCRETE ,
. 1-1 -
TOTALARICK
M I ASONRY-. -
CU - YDS -
CU. YDS, BRICK,`
MASONRY.
PER FT..HT. '
' DEDUCTIONS
.' ' FOR, ONE ,
PIPE (CU.YD.)
�
I 'D
. BASE;
ABOVE 9- L_
I
-BELOW S -a L -
.
0. M.,
R. C.�
1211
-g. _660
0.530­
.0.323
, O.'020
__
0.,032
- -
161,
-9--660-
11
_ 0.630,
I
0.323 �
,0.031
��
Q. 041
is"
0.5�0_
-
_., 0.1530
O..323...
O�. 044
0.065
24" I
0.560
. 0.530
0.323.
0.078
0.113
]
It
. 30 1
� 0. 560
-
02530
� :jO.122
0.170
1
1 . 361' . I
0. 5!P9__.__j__
0. 53O____j
-
0.323 J0.17610.238
I � I . . I 1. . . � I . . . I . I , -11 ­ . I . . � . � .
. , � � I . � . I � . � I . . - - , .
� . I
I � .
. SHEET. 1 OF I , , , . I .. * I . I . . I I
I I
. . . I . I . � . . . . I . .. -.0-1 -
. I . III . . . I I . I - I I I � . . � . y .. . . I SHEET I Of I
I . I - - - - - � . I I � . I I I I
� I . � I . � . � .
. I
I I I I � i I""- I . ­ . I I . . � _- -1 I I I . . . . I I I . 1 014%1 a %;%; 04%; a 0 1 1 1 I I . . . . � � IO X-X -
� , . - � � . I I � . I . � --- _ __ __ � I . --- S CT : I I
. I , I I . I , . � I � I . I . . .0 I I I . 1. . � . I . . I . . I I 1 840'.51.
� I . I I I . I . I I I � . I � I . . . I z I 0 . , I � . � I . . � ­ .­_ I—, ... I . . I—— ­_�__ . I I . .. 11 - - --- I __ - "
. I . � I' I . I � I � m � � � I I I . � I . . . � � I . ­ �
I I I .1 . I � I . 010 . I I . I I I I 11 . I 11 . . 0 1 NOTES: -, I I ' I .. . I . ,. I � � I I I � I . � 11
I I "_ I 11 . I . . am , � I 11 . � I � I . � � . 11 I I
' � I I � . . < --- I , . . I I I . . I I 1 1.4 w -a- INSTALL ALL'STEPS PROTRUDING 4" FROM INSIDE FACE 00 STRUCTURE WALL.- . I I � .1 I � I . I � �
D . SECTIONS. SPIGOT. END .' I I I . I 11 � . . I � .. - , I 1. I t.- >-- " __ I I � I . � � 0 CO
I � . . . z I I . I q . " %%- �
�,_,__
L I I . " . I � �_4 - . I , . . STATE �USE OF SYSTEM OWCOVER I - < , <. . , . O E SHOWN' MAY ALSO, D THE CONTRACTOR HAS FURNISHED I -
- 1� I .1 I . . � . . I � � 3,coc)o . . . I � . I I O', . "' - z . -:t
I .
.
. � ON INLET * END SECTIONS. I I � I . � I I . I I I I " I . � I � . � .ct ! . 10 , - � THE ENGINEER WITH DETAILS OF fHE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROW-THE ENGINEER FOR THE USE OF SUCH STEPS. .
. I . .� I . . I I . . I I . , = I . I AL) .zp=o C/) .,
� . 11 I � � . I I . , I
. __ � I I . . �. . I . . . , r- -n --I 0) I 41 I . I �� I � . . cc T> " 0 M I I . ____ _ - I � L . .1 *. I I . . I < �<_ yr.: I
__ I i - � I . . . � ., I , 0 - � _j . � _;� . � � 1 1-4 0 CD . - n . I I ____ I -
. X __ I i . . � I . �m z -.4 = �. I � . I -,"*\ � � . 11 � I I I I I r 0 __I co � I . r . I I � I ­ I Z j= 0
. �
. ,
1, . - --- X � � :1 §t I I /. I I . � I . I .. U_ mi 1-4 Z I I . . . . . I . I 1 �-4 0 . -
� : I - � � � I � . . I . I I 1-4. . I . I . . � . . � a. :m =' = -j � - . hit. . � I I I . I I U_ _j 0 1-4
. . . I I , . I I �. . � I I . I . � 1. ooco= 0.4 --I ;> I I �Cqj . I � I . I .. I I . 1. I . I _ . . a_x z .
� I . . I - � . I � Z-Ow.- �. - - , -=ffo-p . - I I I 1:1 SLOPE� * . �m -4 I . _______� I I I. I . I . . . I 1. L.. . . I Uj < i - I I _', I . I I I . I I � I'� .00w
.
I . ,� � a�m MJIWP3591�iq- 1 1 ,= 6 �!'O" � I I .1 . I I � � . � -I '. 11 . I � - _� I
� I I . I'� - 0- . - 11 11 ... I . i � � � . . . -n m . � I a . ____ � &A- 00mc.> �
. � . , 1 V..6x . h-2-0 , . . -1 Q; (& � I . � I LL:ZE =-n>>,m - _L - - .1 I . . . I I � 7 . - I I
I . . I - LvEeft ' = "'.I 0 '--, L � I � . I- 0 CD . I . , " '. - I Vt " 11 . =. us<:z U_ :1� .
. I � . ,,Tft*,6,.,., -NORMAL FILL A , . . . I Z= - - ' ' I I I . -
I . < I . I
� . 1. I ,.r lw I * , I , Ip �*_. f I �� %", 1= %11 CD -
I I I � .. I , . � . r- -I- '" I r-sp - . . . . . I . z I . I � I- 1-4
1 . . f . I 0 %.d �_4 1 , I , , - . � , V) I- I I 0 :zr-.�" (5 r- � I . . � I � . . .A- .lw- Lm ,
t . . 11 � I Pi r , I � , I � ' I I I . 1 =5" ow.fw- . I � I � I I . I I I I .. � I I . . � ­_ . I . � � �. co If— LL %j _j ..
. . , .
� ...... �_ � ­ � I - . , I . � � . � � . z 1-4 Y.; . � . � I . . I I � I I I I'll 1. I 1;9� I � � I . . . LA. 0 �<, ,
- ­ � I ­ft.ft.., I I --I > 0 V.p = ­1 I . . . m . 0
1 1 � I . . . . � I _� ' r I I I . . I . I V&,k I I __� I - . I � 1. ;� 4, : :: . I
. I . . . 11 - , I _� I-) � � , .
11 I . . � . - � 4 � 4 . . f 'L - " * * , .
I � I I . w " , A - B � - _F ' ' ' ' : � 2 ., .
I I - I . I I , *4,4� ,,.,. . I / I z " w r. -n - � I I B I I.- " =Cnoo - ' ' .
: *k .. . SLOPE .' _1 L �)
L, � _i." z I .
. . . I L I _____ - ::�_� 14 , I . 4 1 1 . I I W.; =
I I
kz11"_ *A
I I I L%_jw r 2511 - - __' ­_ __41 11 Ill Ill 111 1111!&I!1 .. 2z - � . L - , . . . � I . . ' . I , < > . 4 - r . . L I . . .
, , � I �
I I -STEEL, BACK -ROD, 1, 1. I I I , " � . . I I . - I I. L � I . � 1.4 '. .�-, I � . = I . it I .. .1 I . � . . - Z 'jp",
I (A. . I I I . . I . . I - -�_ . -
I I . I I , , . LEND SECTION I � �, .. . .1 � � � 0 . ., 1. . � � m ., 4­ I 11 2 � - 1, . 0) ., 1 .-518 1 1 . . I . I . I I . . I I I � I . I . . - I.- .�,
, I . I I I 11 I . 1. I L I I . . . . I . � . . . . I "I . . . . . . �� � I . ... I I . I I . .1 . I Uj in 0 1 1 1 1 1 11 I I . � .4- - - I I I I L I I r �!, I . 1-4
. . � . . I � . I . I I I I L .L I . I . . . I � I I . . I 1� . I I I I I . � . I . I I Q . � ,z - . � \ . . � �w � 11 I . . � 1 ., . .� . __IF__ . . � . I . Ir I LA. C' L
� 1, . I I I I � . CULVERT L . � I . I . � . ,� . .1 . . . I . . I . ?I R. . . � I � . � � V- �- IN � , . I v . . . . � I 1, 11 __ - � . Uj I
. . I . � � I . 1. I L , . L � . � . . &*I_ft1'm � . . . . I L. I . . . 1/2, . . 1. I I . . . I. � I I I I . . . . . .. 11 - , . . .. I � I , I'� , I . r I � 11 . I I .1. L-11- . - . I F_ - . � . - 0
I � I � I . � , I .. 1. . . I I . 11 I I . . . I � . I . I � . , e , . � I . I 11 I � .1 1. . I �__ t L ;, .� I . I I .1. . . .. , t .. , , . � .� I '. . . .
L __L__j SLOPE DETAIL . . I � I I � . I f I
. . PLAN - 1. I � . I - I I � L . I I . � I I I . I - ----- 0. I I � I. .. . I . . I I . . i��. � [.I'- , , . I I � I . I ., ' . I . . . L .
. I . I � I I I I I . � . L� L � I . I . . BOTT O I . . I . I 1. . � I I � I . I �
� I � . . I I I I . . I � . I I . . . . I I I . I . . I . � L I I � I . I I I . I - � � I I I . I r I � . I . , . . 1. . I � � PLAN ­ I � I
. .L . I . - � I . I I . . . I . I 1. . 1. � I . . I . I I I I , � I . I SIDE, I I
I . � . I I I . I I . 3: 1 'SLOPEL � � � , 11 I I � I I 1. I . � I I r � I . I I I I L I �. . : . I I " R. � �.� I." �L I I � I I .. . � I ­ . I I 1. .1. . .. � . 1, . I . I : � .1 , _1 . . � I .
I . . I I . I L . . I I I I . . I .. I I �, � I I . � � ­ I . �,L , � I.r I I I : I � ,� . I � . .� . . 11 . .. .., ., I I ELEVATION . . I
� I _ L I I , I � . DIA_ OF . '' I I . 11 I �. I L 11 I I � � I I I I I I I � � SIDE : � � �
I . _T_ C I a '' I . . . . G L I G L I � L r I I � .1 I . .. L I . . I I � . I � PLAN - . I . ' I . I - .
� I I I I . . - - . . � I CULVERT - . I I . ­1 L . L � I . .1 . I I . r .1 . . I I I . � "I . - .� . . I . . � 1. ­ �, . . I I r � � . .. I � � . . ... �, I I I IL - I I . � I I I I I
� L ­ L. �, .. -I- . I .� . . I 1. I I I L . � I I I ­ . . �. � . . I I I'll . L. � I � . . . I . . ... I . I L . I I I . I I . I I q ELEVATION , I . . L . 11 I . �. 19 , . I I . .
. � . - I L . . I ,. . . I . L I . Z: . . '. I . . I I : � I . I . 11 I .
. I r
.. I " C, 11 , � � 6* 1 � . . . � I . I I . I . . I I I � I . 11 I ­ L � I I . I I � I . , * . . : I I � � . I I 01 � . 04 . � . L . . I I ��
I . � � I I I I I ­%�*.,�,'k I � 1. . L I I I I I 1� I I L PLAN' OF COVER � . . - 11 . . . . If __1 . . ­ I 1. . I I I � L I I I
. � I I . . - . .1 I I � 1. � - .1 � � . L V_ � - . I I I .
I I . I I . I I � . . L . I . I . ­ I I I I . L r - I I ­ I . I . I . � �� I � - ­ 11A . � 19 I .I. I 1. . � I . � . I .
. I . .1 . I . 0 . T7 . � I
L I 11 . I I I . L'ft %L'Ak , . . I . I I � I I r - - - - - � I . . . I_ I I � . . I IT! I I ' L ' I . . I . . . . I . I I I I I . I I � I . I . . I .. . I I � . . I FL . . -7- . I . . -
I I I ­ L . I I . I . I .1 !&w.1k.A,* I � . � �t f - . j . 'L ' .1 , I. I _____ 2 _r I . � �L 9 z I I . I � � I . I . 1, I . I r I I .� � I L . I . . . . . I I . . cc = .. _m , , I - 11 . � . . . ip . � . L ..� I I ,�, I . I I I I— I ­ , -11 . I , I I I . . . CO) -LL �
I . I L I I I . I � 1k1.%w4%, I I --- I % K. . 1. L � LL __ .* f .1 . I z ID 1. . .1 . �.,. PLAN OF FRAME : , . � I . L I I ­ . I . . . I , . I � I . . � . �O UJ , � , 1� I z . � -I- 11 - � . I .. I ­ I . .. 1. . , I I .. , , I I . . .1 . . . . � � cc j2. .. - �
I . . . � I . . . I ; . I = I- I , I , . � I . . . . . I � - I �� . I I . I
, ­ . . . � 11 . I . 1. I I " . I I I I � � . . � � I . I I � � � . . I I � I I I �L 1 ,'It It' - � I . � I LL >1 . m G) , , =Z=, �. I" . I � I I I I I I '. . . I I . � . : �. � . (;?� LU � -
. I . � L I 1. I I L < _ � . . I . � . . � I . . I ­ � : - �� I I 1. � .% I . .1 . I � . 11 . I � 1I.;i I - I I �, I I . - - f - 4 1 . . I 1� I I . �. � I � "' r . � ' � .. ". P;. ,�
I I . `�--.J . ..L /1: . I 0� 1-1 � I . � . . I . . . I I r - - 11 I . . I . L . . � I ,� I I . . WLW �
­
� L
. . I I I I I - 11.0111 I I � I , 141111, : I � .
I I I - - � I: iliplp . / . . "T . � � I I �. , I I I � f . . co I -L . I �, � .. . I I I I . I � 11 I I . I , � " I L � � � . . I (9� 0 z " 1�' - _ I . L L . I ­ . .. I L . I I I. . .1 1.
I ___., . , I . > Ca L " .
� � - � I � I I I 11 . � . , 1-1 I . j . . . . � . I I I I . - (4 L
I .� . . I . I 11 .. I I , f 11 . I L I .1 � = I I rft� = _ '� I � . . L . 1. I I . � . I I I � � . I I I . . 1. . I .1 . I z 0, * . I . ." ''. I 1� .1 � ., . � . . . L . , I (91 . . .
I 1� BAR,OR STEEL FABRIC I I , . . I L � 11 , I I I . I - it I � . . I . 1_4 , : . � I �r I I � . ­ . CAST- IRON I L �. . . � I
� * I . I . CAST 1RON . ,
I ( LSnE
vo
C'
ON 11
_
T .... . I
I
--- III
7 �__ 11 ��____ _< "' i ... -.
I P-1
2
I ZA)
I I I I I I I I I I I � I . . I I Is . I m � . . 2'- 11/4 L o- L . .. . I . . .- �� . I I 1. ­ I I I 0) =, I I L I I . . . . ., I L I I I . - z -, L .
r : . . - REINFORCEMENT , - L . 4� � ... I I 1.1 . I � : � . CD . . I . � I , I 11 . � � I . " � �1. . . . Bm. a I � L ELEVATION � . .1 I �., � 11 � I I '. .. I . . I " .
I . . . ­ . L I � I I � I., I I I . I I � � . � . I I . � . . I �. . . I I � . �. I . I m 0 � . I I � � I I . . ELEVATION' . I . I . , UjI
- � . I I _/ I - �_jl � I . � . L � I I �, - __4 . I I 'L - I L I I I I I < .Z I I I � . I . I � I I I ,� I
I ­ ­ L_ I 11 . . I --------------------------- i - I � I . I � m, . I � I 1. 1, It: , � I I I . . . I � - .. . . :: .11 I I . . I I I I I __ . !.. . I I . . 1. . 11.1 L . I � . I p ., I I I I 11 . I . , . 1 3-:1
L � I I I . I I I I . I I . I I > .1 � . N 1 -114 ! 1. .O.- it I . I I � � =.� . A I . : I < =.L
I . .1 v I . . I I . . 11 z . I 11 L � � . . I I ­ . I I . � , � I . . I L r , I . I I .. .. * I , ' I , ., .
I . . � . I I r. . Z: � : . . . I I A , �. � . , . 4 I I � I '� � . Ir . . .� � . ' � I , , � I I I H I ' ' " L " . :1 �. � cc = � I �
-
I . I I . 1, I I I � � I E� ...... 1_ , , I 11 . . L I . 0 L �, 1. . � N4 . . . I L . 11 . . � I I I !m 4 : * Ica > . . I .
11 __ IF, L. L. [_� I I- I 11 ­ L > I � I , L . I I N . L ,. co L I 1. I z I , . 16 I . . I . � r L . I 0 F_ ,
, , I L - I , , � . _ , L 11 - I I , I , , , -4 I _...r . I . ­ I I 11 I I I . � I
­ L I I I -- -!I.--- W I I . . I I � 0 W I I I I - . I
. I . '' I . I .1 I I I � � : . � * I I . I . .
. .L X - . I I . I � ­ � x := §� - I . � � . . I . . .. in 0 . I
.
I L . I 1. � I . - SECTION-XX . . .FRONT ELEVATION- � �. . L � m fm I I t, L , � � � I I . I . � < � I . C = I I If , I I �. . � . I I . I . . 1 -#6 BAR OR Cr. = I .
� , . I �i I I � . 1. � I 1. 1� . .1 I IN 1 - "I"u-_71 , . I f..% I * * 11 * I I ft,A� I I . 1 /7 .. �e 960
� 11 io -1 ­­ I . � I I 1 -107 . M' 'I .. I ,� ..�� . . 1. i� . � I � . I . , � . - --- .
I , r . - WZ4 . aft M � It I � _ . H . I , , I ,
I
-
RODS IN FLARED
- - I
END SEC711ONS F
PIPE
DIA.
I . .
. NO. & DIM. OF RODS
I � ''I
REINF.
LBS.
1, .
FABRIC I
I �
12*
2-#3x4'
-O"
SIDE RODS ,
L 3-008
19'-2x8-W`2.1xW1.7
15"
2-#&4�
-O""
DE RODS
3.008
18"-2x8-`W2.1xW1.7
18"
2-*3x,V
-6*7
IDE RODS
3.008
18"-2x8-W2.1xW1.7
L 24",
2-
x
-0-
SIDE RODS '
4.512
� 24--2x8-W2.9xW2.9
30-
2-#4x6'
-0-
S1DE R012g�L
7
30"-2x W4xW2.9
36
2-;-jjx8
_O
ZIDE- ROI
42"-2x8-W4xWZ9
� �361
.
I
� .
.
I
- . � I
I
2-#4x6'
_10-
BACK R657T1-9-6-161_1
- 11
i I I I .
I
i I I I 1 I . . � 2 . . I I . ­ . I I I I I .
__ a . I I I I .
I . I I
� I � I 1 3 1 � 4 1 . I . .
t1. I � � � . ­_ � I I . I 11 a . . I I . I . _.- a I I I . 15 � . I .1 6 1
1
1� I I � . I I � I .6- I I .
i . I . I ­ � . ....A. I 1.
� . � I . I
. . � I . a � , I . . � � I � I � .
I I I .
� . . �NOTE-* . 1. . � � �. I I I . I . � om . I - I I I I = . 0 1 1 1 . . � I I . . . I
I I I . I .1 . I I �.� . . I " 0 1 . I I I I I � . � I I . I . I � � 0 co r., m . . I . I I I . SPRIkG LINE * FRAME AND COVER I - z
; I . _� '* INkCTION MOLDED',FITTINGS ARE � I < �-q " I . . . " i , . ;:-4 -0 . . _. I �
! � I . 1.4 * = . � I . I I I. . . � I � I I � .. � � . T 0 . 0 co
I . . . : < -4 I � ­ 1. I �
� AVAILABLE IN TEES, WYES, .REDUCERS, 45- BENDS, I I . I I "_
i , , I I I I � � I �� . . - �_ . __� I MOR ­ , I . . I . I._,-- L
i . , . " ---!Pl . co 0 1 1 1 1 . . � . I . . I 11 . < < . 1 1.4 ,. I I . ft � � . I F NISHED GRADE' .m. <
4 � � . _____7_ 3! 0 . I - 1/2 :t 1/8", THICK. I I . � I .
� I I AND BELL/8EH COUPLERS.- - I . I " m I I I I- I � � . �
. 0 1 Z Cr COCO. . I � ELEVATION
i I . I I ,r- C),n -.1 q 1 611 " - 6" WALL . ----I-- 811 WALL I !- 8" WALL . 0 . T, = . . . � ______ I I � . <p!g -
. I I . . � M Z .:r,-i, I � .1 -0 WALL I I . . . I I . � � "00 . " rn 0 I . I I z � ____ . I . 1 2: CC 0
� � I . � I I . U__j "Z . .H , , � . "00 .
� , . . I . * WT INJEC11ON MOLDED FITTINGS AND . 1 1-4 . __j . > L . I . I 0. . r_ 0 -i __1 I � . . 2 I
� WT PIPE . ' - ' ' - I - . " WALL ' I I I m - . "I .
,
'
I . � - . 0 1 =� ..q . . . I . � . . I . � . I oocn= z =>L , USE CLASS "B" CONCRETE'THROUGHOUT. . I � 1. . I I 11 . � � . w _j "
- // , ") � . I I I C> = 0 q I .. . . ­ 1 ­--7- 1 CL Z
i � . . CAN, BE. SUBS11TUTED FOR WATER TIGHT ,� . . � I I 0 -0 * ., I . -11 I I I I I , � I CC;m ^ 1-4 �--4 . � . . I 2: . 00w=,
. I I . . . �
I APPLICATIONS I = ," > > M . I � 'I � _ � . . G) I � . I . . .., I .00 & . .
.
. . I 1 /'6'�' . __� _ .� , USE FORMS TO'CONSTRUCT-THE BASE SLAB. . 11!.� * :: 1 12" 1 STEP ST6. X -
. I . I I . I I It 1 611 4'r . Bit - � 411 11 . . w< LL = . I : ,, 12"- I -
� . I I . I � . � - � z , I � .. 6 1. 11 1 81 1 . 090 = -n > >,m I . . I I . . I I— . Uj < !� LL 3�'
, � . . =: C0 0 0, % I �� CD - z * 66
1 = I-
I I . I � . I I . . � � I . = - I I . I I f1% � -
. . . I z " -a r- -n � . - I-- 1-4 � I- 0 Cr
, � I . I 11111 11 . I ----- 1_. I I I . �<_ CD 0 JUMBO BRICK WILL BE PERMITTED. . . I I . . 1. . .00
. I G) 0 1.4 1<1 I- I—. t.... , I . :*.I;.: ......... I - ." -6 __ 7 .� :�" ­ N . � .. � . I ., I . 04 �' I I I - � . l.- f-I
:;:,�:. :1 * :. :: ':,�-% ,\ ,�:. I
-,�:.., ,�, , ."* " 1* , , , , ,2.,'�, , .,p..'-'a%',,.:",.;. :1 :,:, . ::::,�:'- :: *:.!: . ... , ". I- LL. 0 _j . G) 0 1-4 cli . = = Uj
I I I I ... ­.i.'; . .. � _. , . - - � ­ ,�,: . - � -�:. ,:LJ1,:- .,: *..,!.,- LA. r-1 < C E USED IN LIEU -OF CLAY BRICK. !� I �
I 1. .* � - � _ . I
. . ---- 1* '. . ;,.!,-V.1..."i-'1.... �' ,
I . - -.- -.,-*.I .1� '.., .�. *"* W... '.,..,.-!.. .. . ,-�'.."*'A . - 2s . 0 �
I = ­1 �-; -.-.*7 - -.o:� . :'-`.-�� , _­T:- . . -::".:,�--'..i�:;..*'.,`.j .." --- .�-. > C14 T_ I
! . , I .. - -�--, .: * .* -, ::-;:.*.�-:� "::,* . :,%.,0..,-.*.:;-.'�`-.; � . T �, .. �� I SOLID , CONCRETE BRICK .OR 4" �<_
I I . I I i__� rr - I I . . =. Z LU z �.4 -a r- ­n I � 0 ::
I . � = 0
1 1 1 , -
I I . . I Z, = . . ., .* % - j .*�-` - co . co I- U _j
� I ... . __4 .. ;.� ­.... -� .4'.�' j�*.'.. " I ..., I � . .;.­-* � _-. � _ � I 0 = I I �
� . . � I . , _. . I .. ­�"*.� . z 1-4 , R . � I I -�<
I I I � � � I I I i� - � ,,,�.,. ... .-.,�,.i . " -] ... _...�, . . " . ......-_. ..-.* 1, - . .' I I 0 M J= I - Cc C) 0
� . .., �-:. � , ( � -,"'.4'W' Z� =
� . I I . I . I il > I > : ,�:.: � , 1,t:,.:.� . ... _.,_� _ .*,. .... . ., � . -4 . IF REI . .
.: I.% . I . ' � . � __1L i = I I = I . I . I 0 0 CC
I I . I I , * -STD,.'NO. 840 00. z F-4,
I I I I I I . � 1 4. -I -:; . , I ,`.'.% .! , :,%:!L.*�� , I - ... � . > .. . . I I
: I � I . . . .. ....� ­'. I � I I : ': I
: . L � I I I . �.q I . > ADD TO BASE AS SHOWN IN I _v = ,
.
I ' .
r �E 8" WALL � " WALL
I I
a. I 1 4 "
_1_ 1 8'-- 1
1 r I I. -
I
-
.A.. , ;
I - f-
� � . . � I . � it -1 - ­ I � = , iq
� . . I . . I � I I I , I . I I I I , I I . . � . . L I . - I C�_ - - - � " >
I I . � . � . . . I co 1 1-4 1-i.4 � �, I I
. I I I .0 � 0 . �_ � �_ L_� , . � I I CL co . I . L S .EXPOSED TO ROAD TRAFFIC, CONSTRUCT 8 _v________1 - - - - . 9 "
� I I . z im . _L� I � I I � ��- L--� � �- L --� - 1-11, 0 0 1 1 f 3 -4 811 1
1 FACE _",�� > i . I I I ,��.: - I I I LU � . I . � � I a.
I BUILDING q I � I I
. . � � . I . � . , r I . I . � 9 I �i ' I � . I r_�___ I 1=
i I - � I . I I . � I z . THE TO i - ­� . .1 Uj 0: ,
� I . a 7 jw� AT OTHER 3? 6-1? 4
0
.
� . I I I ' 11 I . � . I � I . � I . . � . . - _ rw . USH WITH' THE GROUND. I t * t ,
� .
I I I . I � I I . ADJUS I � I .1 I . I .. I 1. I . 11 . I . - I . I . . � I :�,,_-�, � I I 0
1. ' I I i . I I . � . I I 1, . . . I . L � . I I . . I I',, 0 = I 1�
� ,�r�_ - I
i �L E.' . . I . . . I " I . . � PART SECTION I PART PART SECTION - ' � � I . I I . � � . I I I.--. .. . .. I
�, L I � �, I � . L . L � _ � . PROVIDE MANHOLES OVER W-6" IN DEPTH WTH' I . 1­__1 . I � I
;� . . � I . I . � -1 . I � 6" WALL 6i' WALL, WITH 4" LIP . , I I
11 I I . . . . 1. I I . I I I 1. I I . I I I I � .. I . 8" WALL . .8'i* WALL WITH 4it LIP I . .� . . I I CENTERS IN ACCORDANCE WITH .STD. NO. 84 1 0. 66.L ' ' . 1­��' , ., I = . . I
� I � . � I . . � � . . . I I I I I I . I I . . . I I I
� :'''' I � � L I . � . I I . I I �. I .1. I L.., L . I . � . I I . I . . I . � . � : I � it , =1
. � .
FOR PIPE SET IN PAD- .
I
I .
I I .
�
PIPE
I I
.
D
- -
"W"
� I .
DIM, ,
. �
1. 11WI ft.
, DIM
- I .
'IT."
�
DIM
.
I 'WHEN L IS �,
I
1211
I . 16,11 �.
.
, 20".
.12"
. I
,
1 I.jj� 8 it
.
,
01.77/sp;
- .
01-2 . It
I
0. 0§ .
L
I
1 1
1
�
I
i . sit
I �
11-3%lf
� .
01-91/811�
OP-211
.
0.006
� , , ,
0 i 008.. -
I
0.010.
I
I
181f
. L .
1 1 - 5 1/4' 1 1
01-104�"
.
O'-2"
O�007
..
. I
I
0.010 ,
.
I I .
0.012
2411
I .
It-8U#1
I
.
1 I - 0118 ft'.
1 01-311 '
, �
OL. 011
I I
0.014 �
,
.
O. . 018 ''
30"'
I 2'- 01/4 "
I i
.
1'- 2% "
0.`r3l-�'I,
I
I I __ __ -
0. 01 4�
I
. I .
'O.018
�
-
.
0 .
361f
L
2P.34,41'
I '
I
11-891aft
_ 0'-4" '
�
: .
,01. L 017,
�
.
. 0.023, ,'
0. 0:�5 ,
I
. .
� L
.42ii
2P-71/8. it
,
. 11-711
-
I �
� 01-61/4"
.
, 0.025,
I
� .
.0.030
. .
I I
0.03 � 8
I
�
48"'
- .4---
V-10r?"b"
.
V- 844 'I
.
01-53,4tt
I
0.628'
�
O.OSS '
- I I
,
1 ,OiO47 - I
54" .
3'.21/e"
I
Ii-10V2#f
.
. I .1 I
�*O'-61/4"
1.
.
-0 i 0315
I I
*
0.047.'
. I
. . I
O'.058
.
'60" 1
I
3I.s§/811
.
L
.. 2 I ­� 0 1/4 I!,
.
O I - 644 it
L
. .
0.042
I � .
_____
. .
� 0. . 066
I I
. L
0.071
.
I
66el
31-9".
.
21-21/411
. I
O'- 71/4 it
1 1
__
0-050
0.067
I
''
0.084 .
.
72",
. I I
' .
41 -'01/2'1 1
I .
217:P44 if I
I . _ .
O'..- 7% It
I
0.059,
.
0.078
I .
O'.'098 -
-
- V_ it I I � I I . __ I ___1p - � I - ` I L I I. . r
p %J . "I TYPE #1 . . , a-- g& 0. I . L L . I I r-X � IQ I.;, :
. . . m . I . � . . , '�' ILI I ZI ;�, w � -4 � x I I I .1 � I I,- . 1-71 1;9? 1-1 , 646�15" r ,
I I = 11 � C! � / \� I I I it * I I 0 w . 1/4 #r �, , I I . 0) I � 11 z 4A -� L
I L . . � I I I I �., , . 344 It 1 1/2 1 ?_ I � I I C. W. . I - . I . . �, . I 11 . I I—, 11 . < ,
I a � I - I I I . 1 - I . I I . w ga � I � I ,_, r � . I—, . '_-, L I- �
� " . = , . 11 ­9� � It . w I . - �,, I I- . I I I � � � I I co Uj I
, 1 -1 � 1 1/2 ___� , �_ 4'% = .j I m � �1 �� I _� . I
I 0 z . N - I I --- , . , I I I � U � r 1_�
I I , ­ . I � I I CD 0 . z 11 I "I ' . r-7- -7- -T"V I 1. I co
I 0 P x . k I / I I � I r . [�' __1j f7 f 17 _� =
I I I- 19 . I . 1. .. i I . sit " , . . I . I . T, . f � . .1 . ��D
. . < -n . I I � /�_ . ­ I - -10§/ ft I -J., = - . - I (A G) I . I NE . I � .. I I I CZ 04 �
'
. . m 0 , . i � I ,-, ALTERNATE .. I � I I I 4 I PLAN , I L . . . . I L . " = .
I . . � � . 1:L . / . . I I . � I . . 0 = . -n I ft __ � I SIDE I PLASTIC� I I � . I I J " � .
L w m , , ., 1� I . . , , -Z �< M 0 � . 1/2 1 . I . I . I I I . . I . I SIDE I CID I ,
I I I I I , '_ I-e 1-1 . , . I � ELEVATION ' I .
-
I .. - , � - t . � ., . - L � 1-1 , , I UJ Z, I � "a = � I it ­�_� - � . � I � I I z
. I . � .� 1� , Ili., �__ -0 ".. -, . 1 21, IN _- - ,,�_ I—, I I I � I I . �18 r .2 . 1, 11 �ELEVATION . Ill .
. �
4VS . 1 2 '011 __�� I - I'll � I I (A . . : I COMPOSITE . I � I PLAN . I
� .
. . I I
. . I
I .. . . � . � . I I . I . I. I , . I I . I � I . . C1
I "I, I 11 I � I .
� . 1��*, I . I MINIM I I . I I V_ ��l I -
I I I I . - . -0 I . - I . 1-1/ , \ . I . .L . L . I I �1_ n � I 1. I . I � � I �
� . , . 2p -� 9�/4 11 � ' ' / Ir-= � I I FRAME r 180 1 ., . I . I . L I I
. -
I - I I . . � . . I . � L . I . � � I I . .1 I . I I , I 11, COVE � I " I I T W IF 1 It _v___1 I � . I . . I . � ��� �i ' . I � ''I
,
I . I I
� 1. L I . . I � - . . . � � . .� � I I . . I I � . . I . . � . � I . . I I . - I I I I I I , . I '.,,' TOTAL - 300 . I I . � . I I I - . . � I I � . � RE
I \ __L I , -21 �
� I '�
-
I L . ­ �� I I
I . ­ � . � I I L I
I . I I I STANDARD- REINFORCED LCONCRETE FLARED END , SECTION ' I . . I 1� L ­ L I I I I � \ ramzmmz= / I I I . L . . . . .. ELEVATION ' . . I . I L NOTE: ' , I I
� I I . I I
. � I . . I I . I ., I N.T.S. I I . � . � . I I OF I .. I I \ 'I- . 1� / . . G L' I _ , I . . #3 DEFORMED. I I I � L _ 12" I -1 DO NOT USE IN - I
. I . . I I L I . I I - I � � . ., . I ISHEET I �l OF I I I STE D I . SANITARY SEWER MANHOLES. I
� . . . I . . . .1 I I I � . . .54 - . � � . I . I I tYPEL #2 1 ASTM A-48 . � . . � . L ELEVATION - � I I I L .
. . . . N 1 1 . I SEClION'A-A I I
11 � I � . . - L . I . .1 . ___ 1840.54 840.66 . I - I I I I I � I .
. 1 840866 �
I
I
I
I
. ,
- I I . . I . . � -
I
I I . . I . I I I a I I I I . I I . I I . I
� . I . I I I I I � I I I I I . m I � L I I L I L _Z .
� � 1. . I.. I . � L � I . I I � I I I I I I I I I I 00 � I I . . I . I -
� . � I I I I I . I I . I I I I I 1-4 _q . I I I I I . I I . I I 0
� . L I � . . � I � I I I . I I I I I I I < I . I � 12". . I L ' I I .1 I I I . I t-4 0
1 1 . 1 .1.4., .�, , I L NM- I � I __ 12" - I , . � I L �_�>
I11 �� . I
I I L . . � . I L I-:" = 6 1 1 I . . I I I I - I -I . � < .
I . � .... - A 11 T I I I I I I . � I I . �� I I � I CDOO I . . �_ - I I 9
. � I 11
I . I . I . a ..... A - 1 04 v I L #4 BARS "U" � I I I . 1 3! 0 In --i - . I z X f -1
. . I I I = 1 8" - ... 8" , � 1 23--� I- �_3- 1 1 . . � I I I - LENGTH I m Z _q X . 4 � I I I I I I . 1-4 0 CO .
I 1. . T I . - ,w-.v 9 � - 7 . I - - I V I I I . I I . . . ­, . . . . I " i: I I . BRICK � I . P. . . .Q�. . LL. _j I " z
. I I I m . - . . I . � I I * . . oow=: I
- , . . P. . � I I I - . � 1. I . . 0030 . I I . .* I .v. d L '
r > 0 --i ? ?
.4.1 ,.. ....­6 r
� I I a L v,e�v­.V. � m= = MASONRY . I -) I
I : , I - . , , , I I L . � I I I I � I � . I . �_ 4r- = - I . 11 . I . ., Q� �- ___� W!�54'LL- 3�
1 (O -0 '" " , . . . . X -n > m I .
- . _� <i
I � I � . w - at S . I L - � I I I - I I . I . .
I . I .
. . I T_ + to (O I I I � . I I � I � . I . � i I = %g 0 ..., . ,- ... ­ . I . I .: L %., = %.w CD
, . F . I I � I -,�;. - 0 .,:�.. . v %
. " . . � I I I � I I I � I
I I
X, . + E . r . � . . . . I L I r 1. I I z "'a I- ­n . ( - - . 11 �� . I I . . I.- "
D ,­ � �q , . . I �= ZUJ
,
I I x � D V_ I . I I . . . . . I . 0;_j I o I - - _� . � r1^ �
- � -
. � I I .to 13: 1 1 . � I I L I 0 .. . . . \.�, . . 0 r- w
,
I I I ' I L _SEQj1ON S-S . I I STORM DRAIN PIPE RIP�RAP' I X . P.= ZO z . "'. I _. .... .- - .... ��. (�; . .1 * , LL _j
,
I
. 11 I � I I I � . � � 5 � � . L .. .. 11 , a � . * I ; I I � I I I . � -7 . . . 1�1 . I . .1160""<
. � I I � I I I � I I . 5#. . 1 . � - APRON > > � . I . 1, 11 . I � . I I . , . 0 tow�
� L I I � it - I - I I . . . I I L I . . . . � I * 5; 1 1 - . I .0 . I
. I I - .. 2-*, I I . . .. I 11 I I I . . I L I � . . � ..< -4 I I . . ,"U"! L . I . . . . - Q;> . I 1­1
I � . � I 1, I
I .1 � I - � � � 11 . I %_") I >
I . I . I . I . I I . � � Cn 1w4 'A I I . L I I ?I *0 . .. �,�; ,��, I 9
I L . . . I 'TION GENERAL NOTES: I I I I 9= r,� . .. L .. . I I I L 0 0 1 � . 0.1-4
: . .T . L . . T - ­ I � . I I I I I L L 'A . . ) I -
. - ELEVATION I .--END ELEVA . I I � I I � \1 � r_�_ I .1 I I . - , . . I L L ------- . Uj 0
1 , Z hm . I .
I . � . w - SIDE I � r.-.-"- �__ I � � I . I I Flow I . I � . . � a
� � I
1. . I I . I VVHERE 4r'TO 54" PIPE IS USED. . WHERE'13Ow TO, 367 PIPE IS USED - MORTAR -'JOINTS' 1 /2".. 1/8r. THICK.. . . I � . : r--"r--ft , . ,,--' 11 I ­ I . I � � . I I ,� L I I . . . L I I . � I 1� r 1 C3
1
1 . . 1. . SECTION M-M 1, . ECTION J-J � I - CLASS� "B" CONCRETE TO BE USED. L . I I I L., . --- I I I I I I � . LELAN . I I . I . . �. I I I . . . . . .. . I � I . � I I I I I I I I . � I "
I I I . I . I � I . . . . I I - 5' 1 . 1, I - I .. � . I I . I I I SECTION I � I � I
� I
I I I I E I L . I - THE POURING.'OF FLOOR SLAB TO BE I I ___� � � - . I � I I I - , OF MASONRY . . . , I I
I I I ACCOMPLISHED BY, FORMING. .. . � I . . I CURB -AND GUTTER I . . 1. I I . .� � �� � �� ?�� ��� z��! E- = Ox � TAILWATER � I I I I I I � � � .
I I . I . � '' . I L . . I . I
. � � �� _�,,,V,�,Iew,N', _ .- , . ; � I .
I . i I I'll I
I I H___� I I L - - - USE TYPE "E" GRATE* �' . g, � %/, �: � . PIPE PLUG , I .
. - .- I 4=� - I I It PER STD.. NO. 840.03 WITH CATCH BASIN ON STEEP GRADES . I
,
. . - - ___ . I , ,< �Z,
, - 1= - JUMBO BRICK' W.LL . � � . I , �� � ­1. 0 1 1 �
-.r BE PERMITTED. CONCRETE, XN)�,//111' __a0_w_1-_ I I
I 'If 1. 9. 1. 'i 111 L� - a" I __ A"Iz, Lv __ . 0 � I . . I .
� �
I
I
I 1. � �
I I I
I M - . .1 11 L - SOLID -CONCRETE BLOCKS MAY BE I I . I . I . ,�
I , _F___1 M . j I F_ HCM IKI "C" AC' t'%"v DOI . � S --- - . �
. : IL q A I 17' BRICK OR 4 RM DRAIN PIpjrL - __ z
. I U_ L I n A I I - J w , I . -n-s --.t - i I ' %.-r%. , � . a .. I I � E ' m I I I ­v. -1-1 � I I � I � . I . I � 0 m .
,
. , I � , . - IF REINFORCED CONCRETE Pl�!E IS SET IN (0 . . 4 .1, ..... I - , . 00 Z I
� I I � --- , . I � , _T_____f - . .% I I � Lq I I I I I ;1/1 ;pw m�/,/\svm//6-/�� 0
1 lug . BASE SLAB.OF BOX,� MIN. OF 6 CONCRETE . I ., . I � . I I I I _____ p � . - � - I
I � �� - _+1 I ill I - ! -i -, I SHAH BE PROVIDED .UNDER PIPE , . � I I I I 't _L , I . I � M r � I
;� 11 . I I . I I -
I . I �q 1-4
. I I . I L
I B - .1 I . L 1 71mogg - FOR 8'.Zp! IN HEIGHT OR LESS USE 8" WALL, 4, . I - I L (0 ' . I � ,� � I . � N � I m Co �. � I I I
. I I OVER " v I ______ � � . r, . . I FILTER FABRIC NCDOT CLASS 8 , - + =
. ��� I ,. 8'-0 'IN+ HEIGHT USE 12 L WALL TO I 11 . I
I I I . I
-
I . I V_,>_,� - 6'-O FROM TOP OF LWALL, 'AND'8" WALL FOR L THP' L___Z� #4 BARS I . I . RIPRAP, MINIMUM ,
I , . I I I . #8 BARS. "Vr I SEOON I
I I . � - I I I I . L I . . 18*'THICK, TYPICAL I + > 0 I
.. I . . .� . +_ PL,AN . L . PLAN REMAINI I NG 6' 07_� � .1 I . I ,� VIEW YMEN 8*x 6" CURB ­ #4 BARS "U" I . I � � . I � �. I � . Z V L
. � . , � . � I . IS USED IN PLACE OF HOOD SEQTION R-R I I I . + I . . I cy z
I I I . I I
. I �
1. to . I BACK I ..!- y I . RIM ELEVATION I � � 11 I . I . � I I ..
I
I � I - - , I � . . I � I . , SEE SHEET C-5.1 . I I L . � I I I .
L I I � I I
I
I I .1 - A I . I I L
I .. __ - __ -V------ . + I � � I . a FL BARS "V"
"I I . __ I I . rF I � I . � .
. I &I - - `� � , 1. � : 8x CO I # 9 I Y � - . " , I � E ALLY SPACED .
I � . . (0 : I � Y - ___ #___4 .. - I B , I J + AND I UNDER 1 31* �-_ � 11 In
. 1 8"_ -1 - I U 8" 1 1 .
I
0 , I V_ I ,� - . - ", I
I � I A , I p co I nfl:" ) I X S , .
�� I m: � . , I I . a I U - gL � + b I I 1 _-4- 1 ,
I - i . I- nl , I - J_ INVERT I", F I .
. ll I � ?#1 � . I + �� SEE SHEET C-5.1 I I GUTTER LINE � � I to a W
I
I I I ­ I . I m
I . OUTLET . I . I I I ' I R it
.
. I X T . I . F
SECTInN Y_y � 0 1 . I ELEVATION I I 'A
I � . � I I
�
I . I ISISIONS �
I END SECTIONS,� DIME
_DIA.
I A
B
C
� E;
F ,
12'!
4"
� -
. �-O �_
.j
-
2' 0*
W-718m
15'!
-f8-'r-
6"
.2'-3"
13 -
3 -10"
2'-6"
�
6-1
, 9-
2# _3"
1
0!�
3@-Ow
6#_1" 1
i4-w'
-To',-
9 1/2-
3'" 7 - I le-1
_2T-_6 I - 1
,4'�Ow
6'-1
1'-O"
_1
4'-6w -
-Y---3w--
6-1
36-w-
-42'
I-- �3
8'- 3
l'-10r-
5'-3w ��
8- -
­48'!j
2'-11" .6'-O"
.6*-S'
r-O'
-
1 8'-2"
. �
.L I ''I I I � � I . . � I
I I
. .
I I RIP -RAP SCHEDULE I I
I L �
- I . I I .
0
�
PIPE DIA.
I
. I I
LENGTH ( . FT.)
L
. I
AM
. I I
I
I (I N.)
I
. I
�
WI D TH (FT.)
I �
L I �
WIDTH (FT.)
.
I . 11
I I - I
I I
I
� 30. I
. � I
1 1 .9 .
- � -1, I
1 4.5 '
--- ­.-
10.5
I
1� J
. . . CU 5-
I
:0 L =
'
M. 0
�
I I
� 0, 0
.
. ;K+ pa
.
I L
�
I
mu
,
�.4
H Z
11
L OU a)
. +
I m
11
I -n
. . I � I 16OLI I ___-2Lsdjjs2[2 6_2s NORMAL CURB XND GUTTER + LIGHT GRADES IA_ L_ Is w(n I . � I � I I . I . . + 1+ 0 �
. I . . I . I . I I I I I .. If <>- ­ . WO w .
I I I I � I . . I CO-i . . I . row
I
.
I
I
-
L s I
q
!2
. Uj
ill I
I
Cq I I
I iz
I - ­ I------- - ______
___ __ I � � 11
_____
1711111111 11 I
L -
I I 11111!.- = 11111111111111111111111111111111111
��,11!1;!Ik��L#)zW-�m---L*)�lw;li�l�ll;�l;g
V;11kk1;f011zN1Ik1[e
____ ____
: I , I . � " W91C YAR�DS bF.. '117MR273r-MR11
CONCRETEAN BOX
-
� '
-
I
" ;P111$111#,1&m
11,11m."2141wim
mmemil
�M
__
4 -
NEIIIIIIIIIII10IIIIIIERM
"C920119C@0111111=1111==111MA==
wo
=�=��=�����l[iYv4:ilKow4;i
1221!11*
"t
�Im!!-TQAE��
jmmmiiiiiimm
M�
I i :
"M
- f
[i
a &
7ff,4
IYA
w E 0
li;�!��
I -­ � �w#
A E
BOV 1 ,
M IN H ! i
-1
,
19!1!
0
i
"pff.wFww==1==w=d==
=�=��=�����lKsw�;i
W47m;
"1111111111111111111111111111111111111
WEA��==�*=d=m��m�m��=�����
"1111111111111111111111111111111111
*00IIIIIIIIIIIIIIIIIII
�1�1
R=WMAILYOV
�
1;=
==
k1l2U,U=K2=M9H=M*mm=mmmmmmHm
=�=��=�����ffol";)
WITH
�
NEI
Arl)[11,
115T,X151
1111�11111
5;=�]111%w
1.90
ImiIIIIIIIIIIIIIIIIIII
"���P"f
W=111112"
�
ME "_
- I
WE".
��W.uw
a
L401=3=92
R"FjaHdwvF"m"%3d"w_jft3d
199.nd"K""Elmm"Emd
11[mmm"Kalimm"
1110[1�2111111111511
6", I
"Ywilf-TININDgm
K#X.T#A
-
off.2m
K%
rep-INI;
NNykv,
ImmEmd
111111111111111111111111111
N=E"F"=�E=dFff-u"cwa"
Irm
KOX-516
rm q
U44.1;
K.Tm
mEn_r!x
03991191Z
111�111��]Ilplmi
I I
I
I
. �
I � I � . � I
� I I � . . I I . C -
I . I . I � � I
1. I ,NORMAL . , . , . � I � 1�) 49, � I + , ... . 1. I � RIP -,RAP - APRON, � I � I I . I I a). �
. . L I L . . I � I I
. I I L . . GUTTER � I �. I � I a I . L I I . I . � ' I I 11 I 1. I . . . . . . � I I
I a . LINE ' I _L I- w . N.T.S. � I I � . I I I .
00�� � ... ES I � . I I
L � I .j
I I
I
L
. . � I . L x 0. ,
. I . � I I I L . 0
1
1
� I
I
- I I I - U_-
I
I .
.
�
I , I I � Uj .
I " . . I . I I . I I � I . I I 1� � . 0 � ,
I I
L . I . I I . I � I I I Z -H I
I
� . I NOTE: I I I + . �-4 IL L -
I I . NOTE: I . I I L <r ,
� S � .) � FOR PIPE PLUGS � I cr. �hd I I
I
I
I I
I I . P . , I 1 I im (j
I .
. .
I
I
+ � L I � I � I I 0 H I L
.
I I
. CLAY , BR . "I � . I I . I I w I% - -
, I �
I
I PERMITTED.' � � . I ng, Im I
.
I I . . � I I I L z �'
� I . �
I
.
I
I
I I . I I � + � I I I I g in ,
I I z
.
I I � i I co 4 ,
.
I I I �
. . . .
I
. � I I
. . I =
I
I
I . I to
I
. I I . 1 1­4 I.- I I
, . �
I
L I I � . I I . I � _j Uj � ,
I I I 0
. �
.
� I � I Z CC .
I . I I I
I
. I I I I Uj Q+
I � � I . �
.
I
,
I
.
. I I z
I I
. .
. �
. I . . .
.. I I I I I .
.1 . I . .
I I I I . I L I I .1 I . I � . 0
� .
I . I � � I �
I I I . ­ � � L 0
�
� I I . � I I .1 .
I L . . + I . . . I L.
I I
I � I
� . L +
.
I .
I
I I
I � L . � . I . . . I I
1 2 , 8NU U . I'Sl---J E I I I . I I I I I I -
I I I
I I L , I �
I
- I
. I I . I 11 -I I I I I I . I I I
- - � +. A I . . . . I I I �
" I � + (O -, PLAN OF TOP SLAa I I . � I 11 � I I L I
� I I I - #
I I I LL _p ,
11 11 12" MAX � L . I I L . . I I I I I SHEET 1
1
1 GUTTER LINE. ' , .. I I I I I I I 1 +840271 , . I I . I �
I . - . I . I I � ­ I � .
� I .
. I I I I .71
1 �
. � I � + I I I I . L I .
I
+ � �
L
ELEVATION . I . I I . . I . � , . . I I
I
I . I
. I . I .
. NORMAL CURB AND GUTTER ON STEEP r.RAnFs I I .1 1. . I I . 11 I 1+ � I I I � I I I � I . � � I L . I I
QUANTITIES
PIPE.�
SIZE
I CUBIC
I I
YARDS
12"�
� 0.029
1511
__
0.045
I .
is"
0.065 ,
-
1
24'.1
0.116
�
. .
30"
.
____ ___
. � I
0.182
I
36"
- ----.
' 0.262
42"
,0. 356�
1
! - 48" , 1
0.485 ,
it
54.
-
, 0.589'
. 601, ,�
�
-
0.727 �
.
-
1 66?1 �
__LLj:=
, �
'O.880 L
- , L I
,
I
+
. I ­ I � .
I . . . .
' .
..L.,.. #. *,� ...... # ... # .......... : 'L,
: , I . .
. 1. . . . 1:
: :, :
.
: . � .
. whom,WK '' +� � ' :
I .. : ..
: ..,
. wUrft`1(&%1=.;%XS0N:.
..
: commurilty In'tastructure cionsultantS L:'
� : .. . . .
I -
. I ''I . :
I * I : -
: CONTACT- DENISE -FREUND . �.. :
.
I . DFREUNDOWKDICKSON4COM �.
� : I :
. I . - . . . , �
0 - . . . .
909 MARKET STREET . .
I : 4 � .
�� . . WLMINGTON, NC 28401 1 : . :
-� , ' ' I
: , (910) '762-4200 - . : �.
. I .
. L . . +
+ �
: . Office Locations: .1 . �: I
. . I
L
G , . I I
: . North Carolina . L eorgla . .
: ' � -South Carolina ' . Florida- : L
: . . .
+
� I
. , I � . : .
­-� -#t# ...................... * ..................
� � ­ .
I
I � I .
.
. .
.
.
I
.
. I �
I
+
I
.
I
. .
.
.
I I I . I . I
+ .
I . � �
11
I
.
I . .
: . � I +
I . I .
I
L . L
.
+ L
'
I
L
I
I
.
1. . CAPE FEAR. ­'� - . . .
, ­
. COMMUNITY COLLEGE. ­ L
, .
I .
- .
I I . 411 N. FRONT ST. ,
i
I
. WILMINGTONs NC 28401 I."
�
.
.
,
-
: I I �
I
. . I
I
�
. I
. �
. �
I
. .
. �'-. .. I I I ,
. +
. I � I .
. � I
�
I � . � �
�
� I
. .
.
I
.
. ..
I
I .
.
.
.
I
L ,
+ I
.
+ �
� .
. 11.1 � I
L
I
.
11 I
- . .
.
I
. .
+ ,
: I �_..= 1. .
­
�
I
I . I
I
� I
.
.
I .
, ,
, :
�
.
I
I
I
.
,
-
I
�
,
Immi . � � .
I
+
I
I
� I
I I
I
I
�
.
.
,
L
. : . .
. ,
.
. I
.
.
I ..
I I
.
� � I
. "
I a .10
. + . � �, . %.j + L * I
I . � RA NEY"
L r I r I
.
I
I � . . . I
. . � . �
I
11 .
,
I
. � . , I
I I . . . .
I I I 1. . . I I .
. .
. � . . . .
.1 .
I
I I I
­ 1.
.
+ I . I
I . ­ ... .
- L , L + �
1, I I �.
­_ .1..1.. �, I �,I_.... '.�. ­. "'..' � �. I
'
.
. -ASSOCIATES.'IT
LS3P . M
�
. � : I I
�: 2528, INDEPE14DENCE BLVD. - SUITE *4 �00 - -' L.'
. : 1. - �
. . �WIILMIINGTON,. NORTH CAROUNIA'28411. 11''
I I
.
TEL- 910.790.1.*Al , FAX [phone] -, .,
. I
i* - . I. �
I
I . I � -WWW.,LS3P.COM - , . I ­ -
I
�
I � 1. I � .
I I
, I
� I
I
.. I . I .
I L I I
. �
L
.
I
I +
. I . .
.
I I L -
. ..
� �
. I . I + I
I
L
I .
�
- .
.
I
+ I
�
. .
I I
I
�
I
.
. I
I
I
L
�
. L
.
I
L
�
I
. L
I
.
L
I I I
�
�
I
I � . Lr
.
. I
.
�
�
., . . .
.
I I
I
.
�
I
.
I
I
r
L
. .
.
I
,
I I L
.
.
1
f$:fj",, + I .
L ""N " _ " I
1, ;_� (�;Ano -1/1
I " 1\ I - , :
., .. ��: . - . I
.... .,.�_,� -
I � ��, �
I I
I I
� __ I I I I
I,- . � I
z : . ISEA_ _. ::
+ :� 1. : -
. 0-,8(��97 . � I
"� `_ . : :�
. I
, 6'. ,�A!� 11 �
, " 06 -.-
I I
I 'j/ _,,�-��,--"<�,-
, 1<� ,-,,, G'j"11� I—' ,,­� ,
,
, ,,I - .-. ,,--;.- , , -,
, , /.,� -- --- �C, ,
,/,�, / ,_� ,,�7 1 0�\��,,,o . I
I ,,,,,, � I-, " ", % , , " I
�
I
I .
.
I
I
I
I
.
.
I
I
� +
L
I
I
I
I
L
.
I
. �
�
I .
I
.
I
I
� I
L
I I
I
I
I
I
I
. .
'
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
I
.
COPYRIGHT YEAR ALL RIGHTS RESERVED
' ' . .
PRINTED OR ELECTRONIC DRAWINGS AND�
L I I
.
� I
L DOCUMENTATION MAY NOT BE REPRODUCED
. .
I
I
IN ANY FORM WITHOUT WRITTEN PE
FROM LS3P ASSOCIATE . S LTD. I
.
I
I
I
L
I
REVISIONS:, .
I
I
I
I
I
�
I
I
�
I I
I
I
I
I
I
.
I
.
.
I
�
I
I
.
.
I I I I
I
I
.
I ,
�
�
I
I
r
L
I �
I
I
I
.
L
�
I
�
- APP"ROVED
NORTH CAROLINA ENVIRONMENTAL ' .
I
L MANAGEMENT COMMISSION I
I
I
I + DMSION OF WATER QUALITy . I 1. .
�
L
.
L .
.
.. 5kl,f.g � 0 f As /'-/v -12 - I L
_5024/ 1� �� e?/f0__x_
I
PROJECT: CFCC COSMETOLOGY BUILDING
I
I
I
I
�
� .
. I
I
I
DRAWN BY: MC I I
.
CHECKED BY,: DLF .
L
I
.
.
L .
�
.
I .
I �
.
I
I
I
I
L
I L
�
I
� DETAIL SHEET , I .
I
I
�
.
I
I
I
.
I
I
I
I
I
� I
I
. I
. �
I L
I
I
�
L �
I
I
.
.
I
I
�
I ;
L I
I I
I I
�
I
.
L
I
.
Pw% 1 . L I + I L .1:
G 1 A �,
I
I
I
I
.
I
� .
I I
. m 1
�
�
L I
�
.
, -
I
L
.
. I
'
'
)LUTIONS. THROUGH LISTEN . ING ,� �
)% CONSTRUCTION DOCUMENTS
I I L I � ,
I
I
I . �
I : � I .
.
I
I I
I
I
� I I
.

smp� 1 t EAOM/IJ L v
toll"INV 29.08 31s7 ` N
conca�,E� t crwvec \ 2oa tl }L�
QG
HEADWALL. rdt.6 AxtA
INv 28.aa •51�JD , ` 31.72us
, O
Y 1
1-40 ' /--'-�' I UP
.49 1IKV
o! / - " �'••^"`.""..'- , 4,P Ir UP 29.48. 1.82 3,}/ S .82 _
400pI It
- _..._
o
l \\ate-/ z
® • ! ! �' /` !~ ~'! -'�' -� ,. , ` ` , v Cel.53o.42 _'..37. `t \ , 1
! .0000 O
ago cr
yyM `t
doo
t` \
,CL v
e
ly. \\\ \ , goo
112 < z
CLEARING/GRADING Z
LIMITS j („� O
1
VICINITY MAPcc
,
NOT TO SCALE ,�'� 1 , � ' 1 \\ � � ' � -- Z
? , Uo
t y POND 3
sa
1
!
EXISTING
" l PARKING
R
,1
R. A
R
J :t
POND 2
R. >7
100,
evol
1 29-69
1�
ae ?
a
a
,w
1 /
y ;
1
° % j J� J•�Q
J
h
\Aft 40
51 \ 1 \ a a
,,tt. 3019 5 DROP 1 �• C Ip 32.58
,iTOP
. $
^^��` { \ T /. 84,�
97 f. 3 OROP. iNl,Ef
.�„` ,/-, •{ .iOP 30R. 4 3238. 'f�
31.92 /
IF EXISTING Sols
45
As
- 25.2a 32.Sa / 31,,8
ter-' ✓`� i{t Q /' /!! '�\\�
\ 44 7 3252 //3t.94 1� �i/
1 22a
MET
.79 K 3257 // . .5ii \\ \\
i-- 40 2 34
i
03 _. •.� 34,33
60
3239 3283 32.43 CLEAR/�� �,� p �ING/G LNG �+ / i� £J ! �, r \ - -' -• Q�
; �,
LIMITS
\ 33.65
` 320594 �Ii 33.57 /
321.77
! If .! 22'24\"\�\\ `\�\\ 3227 '
42 n I!l1�11� sry z4.47 ESQ �\ \\�� I/
32.1 \ ,\ \ � �\ �3 \3zog // / 32.154 , 31703125
27.65
2p2.09 \ \\ 32se
\ \ \ 3 eta
31A2 31.79 \ \\�\ � \ I \ \� \\13>(i� // 1Gj 91
sz Wu.
94 3\\\\v ,
utv. 2245 1l l+t ! � � R�N:-�,.��-•
04
. ,�,.•• ` , /' 47.
32.12 k \' \, \'` \ ! I I) 3258 3284 .t3 / 11j (Ilt\/(( 32+\ ! ) /. r, .,, \ \� \
- a2zt \\ W \ i / I \\\ = `- j t t + 5ilb
3212 \\\�i\.\+�..•i�{4y8.93\ \ 23
S \ \ \
�ll 3242"
3237 IIII'� "'.k�.50 3293 \� - '�. �\\\\\\\ \\\ 50.88�j1
3248 1 /---\ ,"Z]� ��,\\\\ 50.55 \
- \ 3260 32.56 + \\\ �\\+�1�\so.,9 \ d// j /JI
32.24 09
Sa \ \\ J
�,- 3224 IIII 32:84711
284 /�-3,--... i`l0\\\ \+ ,Y//r
3289 3itT/l/tjJ/
7
s 13
32.66 3298
IIII"t 2ea.ztsi�\,\\ \\\\\\3241 ! 1tl po 4aa7
it \\ \\ \ \KI\ t \ yy s.a
52.121 � \ 1 \ \ \ \ \ , 3230
*87 / Y140.38
If T
\ \ \ \*\\\\ \\ 1 3285!/ 31 3
t `.� ��• -- \, 1a 20.13dt+l+\�/ ! t \ \\\ 4s3////�" ! �\
.21
316 1 ' t 1 {tt>' 11 �l ! 1 SS122t1 "� __ p�/g(Jl�� r
pllt ',1+�117)1 / I try \"\\\ •,t r/
'�f• �, "� j , ) +\ll'ltlll l 1;11,1f111 (133.39. / t\\\\\pl\-,l�
3327 )�;
+ll�{Iltlil Ag0.1 1\, \ \3�.�_
\ { 11+11111111 11i11111�2.3saq 33.38 t ) A \..>�-,/ 35.82
3226(34.00 /-s-----�\- -
itf�; \ 3a 93- 35 06
` \ 3 1tJ1 \\` ff 1 111 t\ \+ttt\ \ 34,86
/// T/�21.3�•,3�/ 1 1� \ It 1 \J,yyy_ 3\2.81
/ !/1,�/i!/i zt.02 1 �1 i i\;� z ` 3eJ ` _
34.71
15
/,,+tit )+ t) t \ 34.83
1 t 111111t1 t
/ !
POND 1 \+t
1 32.s3 /�/,/i +iillttl+ll 1
i
I
411w _
x •c► _
ak tnn48:9T •• �"
33 5
,
!
/
/ a f
1 31,36
/ t �
32.5
7
\ r
t.
t 1
.7 8 /
t ! 3
p 31.05 - /
P P / <. 1 30.77
g , 33.24
!
Y
1 i
L
! a
I � '
P J !
31. 2
! t
/ 1 W
7 33. 3
t
U�M
Sz.o
a,.3s
30.�3 / ,. - O O
/ 3 /
Stsi� ,r 50
t_
31.31 /14 / / r 55
Q
t
,
3 /
1
W
38 !
F5 3tfl r � 3 9 /
! O / c\t
/ / ! � 16.82 O - T q32.69
3
r
`p ` p , �` ' `� + ! / ! ! - 33• \ " -a'i / 32.35 00
3256'CLEARING/GRADING 36.39 1 , 13 s437.92
33.47
1`!-J3ls \
WV. \ ' `•
212 !�•�,NAA
`A`'�T7t 45! ! •"-'\ .g87 f/39__-. 1 43
W. 2
1 = 3292 /Il�J! j! 33:33 1
3 2 1 ` ,1 152,�p'33.24 /.98
//37.03LLI
//\/j !
{` /
p�3174 `{'� ` p 33, /
89
\� 2 . TaS C� * 3277� 'i �;..77 03
�•4�34
///(j f/'. it W
�.
It \3297
32 7 �f'' 36.80 4
Z
0
36.70/ / V
3157
! 3242 37.35
30. i "REu`E I v ED
�;7�v' 37:73 _�'` 7I�IItI �IIII�I
3242 74 // 1
, __ to , }� €,• Ii� III li
/ 33.45 / !� '/' 38.�20 J4✓'`f © ��'�
3114
/ 5ro(L PRL I! , .i "`i�� \?g j 37.33 DYYQ I
/ 36
/! 34.40 _ ;a.69 , .21�
34.32 94
62 \ '�+' r� l ''� ve PROJECT
.a�04008
f �/\
7.93 37.28, �l✓' t..J � � • �•- ROAP
., 3
.r
9 41
! ` E VI„"XIM�:t1TAl
NORTH CAROLINA
M.1I AG ;3VNT Ct�,.,..1:;41ON
('- 36.3a 1 3� , 363, ® DIVISION OF VdATEi� QUALITY I des. JPN
r a 3b.53 ctm: JPI+i
3/ 3 / 3
b ate ro DRWN: BLR
-
re+J 37.82 r g �,� p Ci' DATE: 06-17-04
L'
,�rater Perm
Ida. SKI�-
37.56 Storr
` t
OZ
37.41
�.� 100,
� Qa o � a oa 200 30 � C R
36.48
36.39 7617.
- [ A
Ilk1 SCALE: 1100
CONSTRUCi"ION r _
C LIMITS DOCUMENTS
, ` �,•
DOCUMENTS
SHEET
i

a
m
1-40
W
O
cn
Y
�
cal
o
�
n
vs
o
04
Z
.J
O
..... cL
LL
KERR AV N 1-- "
J F—
cr
LL
�z
VICINITY MAP �®. � cc t-
NOT TO SCALE F— Z
�71— CC doom
LL
CA04 — , U
.17 i .05 d000pd000p
---
.04
.04
.08 doopp
CONCRETE
HEADWALL
INV 29.09
CONCRETE GRAVEL PARKING /
HEADWALL 4 AREA \
f,.•- .- ' - '�' INV 28.86
AAA —'`� ELECTRONIC,
SECURITY GATE
'- —15' RCP
TRIPLE MP 5POILPILE
TRIP s" MP ) W
- ` r V 29.46 0-
ro�' t5 Rt�' INLP* // \\ O
W
o , i
/t h
W w
000,
TEMPORARYGRAVEL 5 \
CON PER W:IDICK50N LP \
1 5URVEY I \ \ \\ IV RCP W W
3Y' \ Z W �+ Z
0 Z C) ¢
fi ` fi t
15'RCP
t ,.\\\
o y s \ \ \ L0 O 0
Z fi fi \ (0 (0
4G � Y
`/' \ "
t a
)00
©��� Q 0 Ld
� Z p
\ — Z
o Tf1 <
L
t
- 1
i1
r
a , 1
c
t � 15r RCP W
\\ \
r
VIA
- U
fi
F •� `\ \�� \ \ l i r RCP
t r06 z
J \ \. m♦ m
cU7 S
Itf- IN FA LAJ
INV. 31.3 � �o
fi az � � Z
N \ • \
DRIVEWAY
70 Z
a 1
\ 2
--
�
1 � � \ IIIII IIII
� r
a \
4 RCP,} •• .• �
% 18' ReP ELECTRONIC, sae
• ,�/^REMOTE CONTROL `X j
i \\ oIs fi` SECURITY GATE ` •/'
J 42
PROJECT
04008
56
8. 1.69
` _
1\ 6 ` 3Q RCP / 7 7 RCP
1.84
32.1 . , �o �`� � l l / tl DES. JPN
32.2 CKD: JPN
t 2. 3
IN 27.21
DRWN: BLR.
° , .. "�L, . Y }: / "37 ` ``1"u.rr•'��� / ls• J / + 3W RCPDATE- 06-17-04
2.51
.30 RCP _..- —3 , �. • �.� /
t.s4 -- PERMANENT POOL
32.03 �- — / � �� ``" i 1 JJI INv. ELEV-27.50 ,ertirarr
EXISTING ` ` / INV.'27.6" / �p-- �" �`fi 24"� P %j M 27.96 \ TEMPORARY POOL e,°-A
EXISTING S G / // 27.7 '.. — _31- — —_� — — \ ELEY=28.50 E
0
f PARKING PARKING —_
fi 32.8o
�.
�/ / / // ✓ Sf` J RETENTION // �/// rpi %>�.�,.lf
4 f �,. R � M //! / rr� DO •.... , POND ¢4
MA ts
/ / / RCiP /1' J / �� �` a SHEET
S\OBUR`t ?,lD
MWURRA LLE RD

.56 \ ` 32.Al-33.06
rr.
, 18r FES #1 /... _..... ..._... ... ..._ .. r .. \ \46 3 7 �^ • • .. , ,
j RIP RAP EN£RGY DISSIPATER •`�•• 3 } r 98r RCP
\is* �'r�-2Z75. / ELECTRONIC, \ c,ATCH BASIN4293. /
t
\ ` .05 REMOTE CONTROL
4 CATCH
OF GRGRANTE Z31.7 SECURITY GATE ® 1 lNW-3300.55RAt3b5 WX
INV-� CATCH BASIN 127 ` l Jn ' '''� �••
` } 7OP OF GRATE=31.72 \ 11 2 3 . i 4 Y
a�T 32.06 •�
.........i r 4231.69 19 s]Z s01NV.=28.75 a? 000, • ' r 2 � �nr
_zzz13g` \ 32.54 / ..
= 56 \1 29.25 \ 1 1 CATCH BASIN #12 CATCH BASIN #30 / - / rtr f ♦�....• � � �
TOP OF GRATE-32M
TOP of GRATE=33.5�a '� 1.94 J - . 3� _ 28 f �Ns3tl.0O W I@fys�??�3 j
2 RCP
s 1\92+. = 1.st' ^ CATCH /113 RCP
,8Q 6 -t+ .:. _ TOP OF GRATE 24' FE5 #1 %3 31.82 tV
32.1 1. :.»."� '►."+ 3 `'� �3f� INY.+29.2'3 / 1S"X13'Xt" R�' tom` , }► q f
32.2 x •.i.r `'�`' r3) �dp -- S1 �®� DMPATER / i` ' 731:79 31.92
32.69 �•-_ S"x18"x1' 91V.=28.25 / /t
�. 31. 7
- RIP IN 27.2 CATCH BI N 6 l i1
4 3W RCP 31.32
ow IE , . / ATER OF GRA 2.28 r / .9 I'• 31.20 INV. 25.92 .9
2.51 31, INV.-289
32.54 _ / / r 3i.46
IN #11 30 .24 i POOL
=32:50 32. 3 . ��,,,• I PERMANENT
POOL / F 30" FES
$.50 ,' ) 3 "yt�el�`'�. r ., RV. 2 INV-27.15 " \ ELEV=27.30
3 } / INV. 47.6 /� tG- W/15 xis x1 \ TEMPORARY POW.
\ / a p DGS51PAT0R \ Et.!EV-28.50 1.28 INV. 25.92'25' � 1 [ J
EXISTING 31. / _ Lj.,1
EXISTING PARKING �, 1 1 ti A f 27.71 = = _ 24 �� k1312� _
PARKING •� t / - �- -3 - _ _
fi 3 8 3 \-• \ // / // 3i= _ - - -29E-: � _ 0.85 3� - - may...
0.65
150 RCP 1 / �. / ' / / ! ' `.. , t 0. 9 2 66
,30
,� \ ,. / / / / / / / // $. 31. �- �''.- • . ,� ' /� 10! RIP �' / ram"
6 / s j \ 7 / / % / ✓ fi "^ RETENTION % / 30.72 Y 10' VEGFiD -" !
#10 / 1.6 3 j / / j f7Q ®. • POND #4 SHELF 31.51 LL
32.50 / f J 2 QI 2 � 3r. x r O
i
32 23 00 • • BOTTOMa 31. , 5$ 4 / z
LA-
>� / 1/ '� / js / 7 .-• / •/ / / / / M� 157tii f '2 8�y-���,31�.3�6
RCp
/ / / "
a 75 ,
23 32.57 fD
31.05 / \ / > / / /9 / 31.30 u STRUCTURE .
/ , o / 1 d / / 30.77 50 }
j 61 ,FOREBA�Y 1.10 J 33.24
, /
` . - � � ,' . v ss •--_•_,� '� •n. a s cxi CAT�f .27 f / // j j �31$.2 `"- /
P OF GRATE Z. / / // f/ 9 / // �j// / /„' / E36 / 3 . - /ry/ / / / 33.73
INN.® d�15% j /j j j / / 1.07 �? A33.66
I � -\ ` / � *•� s y ` • � t a / 1 / i (/ 3 9 / „�/f / % / TCH •s t.59 .a0 � / -'`�.0 off�3a--
n.
.i vy ;��.. � ...•;, a,...< o , ) � .,,• ,,,._.,: 2,9 3 ,,.
INY.=29.0D / } 3
31.35 / '�•31.
\ / >r `•: f j �/ :43 3 6 1. 7
//
Q
93124/
-3
/22 / 2� 31.3
3� 1 / �2 / / / i 5.55
. RCP
.48
/ 32.j ��7 gg3
.38 % / / .45
n. v
t 31 4 / / / 3 U53
l 32.42 / r 33.3 / / 36.82 36.39
\ •. vv �% /r„� o t o s / � ; j � j j % � 31.36
a 7 .10 / � 32 / / \
4.22. s� a i 1 /6 / 4 .i 32.69
/ fn '" ` 1 j i 3 0 j /jj// 31.26 f l / f / \
V
j34.00 37.71
NV / {35
/
/ `•�/ a , l �29.60 ��s313 31.7js
PLUG LINE FO �, ^.,�� / M / /
FUTU E SION
32.55 3 71` / �%8.00 xi
36.84' W
fn \
CATCH BASIN #16 �j j j j / / -- ' 1g* RCP 32.80TOP OF l l I �\ \3e
INV.=30.00 TE=32.50 3i.73Y / /� / 32.38 _ �� ( / I \\ \ \ W
/ , // 6 / / r \ (r :�►
/ t o / 1 �/ 32.? t i \ \ W w
v _!
v \ n � �^ ( // 32.58 -� 36.39 � \ \ Q ~
y /�r CLEARING%GRADING
o �--. � 37.54 \ �
/ / / 1 CATCH BASIN #21A / f } I 3'8.\5 \\ pL
f 1.99 / / / / / / /. �, TOP OF GRATE=33.t LI M ITS ,, 1 } w W
32.10 1 dry/ j/ / � _ #21 IW 3O.75 / / 33.47 / / , \ \ 1 Z Lao � O
� 33.50 a, 00
3 x
37.82 \
3YA
?NV. 2 .2 / t 1.77/ A /'S g / / / L _ _ \ 3 .87 / 38.39
� "7.3�'• - � �3�2" - / // / 32.45 / / r .a' / / /
`3?\ 32.62/ / j/
1.43 j �3.9� \✓ /�" /sy
�� V
j ! 32 69 Z3.9?
/ INV. 2-y.3 - (/� LCo
\ / $ / \$9� \hY�• Y 0i
" V-31.25
3580
/ , �.. -,.. `?�� 30. + -sue _ - '���8 , j ,•
32.82 j f / 33.33
2. t v`' �`::'`.�-.y . s S2.7 / �2 / $ RCP
31. 2 ''} � � r37.03
3.41 J /
.53 MATCi�`$igSTiNG S1idEET �,,. N yv f8� 05 M -s ��'sa i. \ /> s5.24 / J
/ 3, /
AND Ct7R� GRADES , 2: 732�7��i;`' 2��
sa
2J7 v r / �..`\` t - 2 gip• .6 �3.13 ( 34.98
30.18 ' :a ss �> Y v ,y \ h 31.35 / o32.38 32. 3.12 \\yj
31.74_ _ J , a �, ( 33A6 CATCH BASIN # /
4
t 2�.69 \ s8 2.40'5 ° f �/% 32 M \ / / TGIF GRATE4 j
„ \ \\ 32.83�fi- 2.1t = \^>5 /
1 322.4 ss \ vp } 33.St INV.=31.75 /
/ \r 54 S % f \\ 2 �� \ 2. .83 32.77 3�.77 �� 6 34 3 / �Id
32.4432.25 .40 ' \ f
s v \ s t 32.72 / / ��
32.83 4.45
RE OTE C 1 s y" by /' ��\ \\\\ 33�60 / /
URI s 32.61 /% 1 \ 33- -132.9 , ` �y2, 81 ,/ / /36 24 I' /
t , 32.97
V. 27.82��
sa rti Si 32.56
DROP IN 32.1 GPP ti4 �Y �% \ i , s / / �K / / 5. /
CA N #1 TOP 3tff:'f8 DROP INLET w :'r` / \� \ 33.3�
/ NV. 3 i1.04 .�\v \ 133 ` �^32. /
�{OP 30.8 '; /� \\ \
EXISTING 2.4TNV. 25. vs ? 32.38 , % 9. \\5 / / 6
pJ' � �,� � / 4807 \ , / /// •sue /
TOP OF GRA 1.N90 / 4 Cpp K / y� \ \�\ •9 32 \ + I .93 !/ �� //^�'' / / 36.10
INV.= / y / 3 / r":$ 4.31 \\ \\ s 1 / / 1 343. i7j
/ BASIN#2 cs 31.92 / / / _�,s-} , 0 /3_4.A3 / // 36.80
i 3 .99 3 70 / OVER / / // /�/ \ \ 99 / // 42 /
/ 10a \ D INLET , / / f�✓ / + ( \ \32.� \\a 83t , / a �9 3�3� /T•� , / / / •
/ 3 GRA 1. C EXISTING 30.86 / / // \ lB${ s \ 6 /
/ f
9. S I \ 73\ ^ 0 a `/ 26
85 ` PARKING NV. 25.26 // \ 32 \\J rn = f /!•/ �1 ,6' 36.70 / Z
.66 32.56 ry,/ 31.16 // / SPOSLrPiLE ��i 32. 2 \ \ \ .
^� / \ / // ( \� \ \� 1911E \36/
73
...... -. \ \ f /6i 36.50 /
3t. % DROP IN'
70 / / \ '2 % ///l yti 3�` \ / 1 /.,
TOP 30. , / \ / / ,//// \\ ;)J7,S° /� / / �/ 37.67 Q�
\ 44 7 / 31.99 / //( /' 32.57 / \ \� \ �\ } 14/¢' '� / /�y / 37- / W
1.7? \ 32Lij
32.52 , �/ % / ,- . 32- -.� / // / / f \�\\ ?�/%// 6 g 1 / r
\ 2.26 Ps / /� o%/ / \\\ a ` \\ '� \4�� j //// / \ \� / 37.35
y \ / / / \\ t / s \ 30.fi / \ --r.
t32.42
os / , / /, ' ` $D , ti /
} 36ry�/' / 3 \\\ g \ gv.32 ` / �\ 37.73 /Ld
00 P INLET 32.57 % / / / \ / //�Zr 32.42 33- - - -84 /gyp �` 3�t 34.95 74
31.05 yry/ \\ \\ \ `8 / / ✓ )/ 4.48 19 /
w fr IN . 24.86 / / / / i Z
/ / / 34.5IY ,ram\s T - // \ / J
`!° / / / % / p4 1 33.45 /�' �35. 9 - t / a / 36.120
` H
1 32.46 /� -�, / 7 �\ ( 4. n o CATCH BASIN 13 / 3, 8
\ \ CATCH BASIN #3 ( 31.95 ,,� / \ '4 \ / / �4/� j1! ( P GRATE= 85 , / / .4 gq //i// �s'• y(' 1
ti 0 BUILD 0�5 ) / jJ / / \ , \��\ @6 / 33.14 / (+'i�"` }� 35.ctD I�=$ .B `"\\\\'"�/ \/ ,� V)
\ 32. 66' a EXISTING 36 RCP / // % /%/ / / , ` \ \vn \� / 33.�3 \yk `-1`\\ � - - -�' o �� 37.33 ♦ ` Z
.03 I �, TCW' GRATE'3i.7S , % // / / / 34.33 , \� j �, 0 6.i 1 \ .✓, �/n 3C7.23 / o
J INV. EXISTING / / / ` \�\\ / / SPOIL PILE / t
//
.60
\ ( r -. / / / \ \ / w \^ 6 / /
io 3Y16 \'`�` 3 t CATCH BASIN 14
lr3 \ \ 32.39 32.63 "' / / /f / M / 3z� ` - - q / 33.71/ / tM \\\` \` %i 3 .43 / pTOP OF W. 2.85 =3,3' &
/ C / § � ` 37.67
\ 32.43 CLEARING GR4I'ING / // 33.68 \ N r\\\ 34.40 .69 t .27\
.35 \ 3 1.45 LI M I LIMITS / / 4e /� / \, \( �i , / _ ✓ ` / / i t �,
32.34t 42r RCP // 33.68 �` \ �h /� // \ 6g ♦
31.84 / _ \ \ ��7 / \ / / o r /
I 3 '�` 1 / 32;77 / \ / 34.32 / �6.80 t f
32.55 g / / i \`\e o / 57 `
\ NING 7 / / } 33.57 / 2 /.94 `
J�••``'' s (i�
\ AILL I (� 22-'L9 \\\\ \ ` \�.\ \ 32.2 6 \ �,/ / / / I ��\ / / �`'/ / S 37. 42 (I \ /i,/ 42* YE§ #1 r •, L\ , / / / /""' , . 2 ` 1
n TOP=31.1 I INV. 24.47 \ \ \ / IW:=27.5Q .. ,
a \ 32.09 32.84 33.70 33. 34 J �)
32.15N BASIN 4 � \ / / /r -_ -_ = a ( � � /
34.6.62
a
�:I \ \ \ a Q V. 27.65 / / //�/ `_ \ \� .Ol $ ,
\ 1.75 \ \ \ Q -. 33.28 / // . //
~ , t i \ \ I \�w •�� \ \ \ \ \ \ �� ,/ CATCH BASIN °�,i�i 3i
� � 3t8�'• � a\ \ \ \ \ o / 33 p�,• / •��� 3� �2.�� � 7
2.3 / TOP TF=32:75 /
\ \ \\�\ 1� ) M^i/��//fir 7.63 1 7.97
\ a \ y�{\ \ c \ INv. '2 ENV. L8.8,8 - ys/ 3�.s3 /r /ir/// /� \ \ `r \ \ s 37.28
�2 \ 3t.�"\\ \\\ �v �, / _ 33 r /i / 1 \ 1 \\\\\ / \ j / T ss
w \ 2.09 \ \ \ .S0 \ 3 / /, ///rr /� 45.66\\.
N \\ \\` `'41.85 , 3z. /,, 2.96 .aa,� p� � \ , ' PROJECT
�31.96 \\\\\� ? \ }/ / /fir%ii%'�' \ \ , `-. 1 99 i \-135.97
31.82 31.79
1 \ \ \\ \\\ as 04008
I / _ .�/ \ III 1 \ 71
INV.-2 \\ i / 0 42r RCP / 33 ` �� /ii/ ` \ } /
w/15"x15"%' II w / -%, �� /i/r.- 47.59 \ \ 4�2$ \p1 1 (. - / ,/4 s x
\ \\ \\ \ i 1 �//i \ (41}I I1 ((� '��,} l 43E�i 3 43 t a 3 .83
\ 21g$SIFATER ) II 1 ?I 2 32.s7/ / / �/� -/-/ k� _ - \ \ \
31k,
\ \ \\ 3 y / �s '� - } (�� _, } } / ^ 36.30 j / _ `
\ 94 \ ?a\ \ \ 22.2t 01 / �Y,
/�l` ... \ �a \ 22.12 �(� ( 4 / � i a� r �-'if 46! 'i \ \ \ } i0_
111 36.53
(( DEs. JPN
cKD: JPN
"? Q,• � INV. 22.45 w } (( / / i%/�3� �2r�a ��!% ••f -." 48.47, ^ _.- \ sr)\ �. \ } } � 54
32.04 30 F PFP • 461<3
w / 33.9L$\ > \ \ \ \\, r �/ 946 \ 15./ lfy`s/
/
83
DRMN:: BLR
82 I7.23 s 37.8240
32.12 52µ \ DAT06-17-04
325$ If
51
4646 s v\?O
32.21 7.a "
\3 a�'ZZ
32.12 p\\\ / �39� ` �`�� }48.9 , \ T \ ii // \ �y r1 - `
3 \ 7.
t p L
35 a =����, `-!, /// L�g322.23 \ 4�� �� `,�.`��� ti�� A\ \ 1 I 49�44 \//jjjj/,/ji'34.7 \ �1> `3 56 Z-\
70 \ \7 2:56 3 CATCH BASIN �- 38 `� ���� \\e \ \ SPOIL PILE \ �d / f J J \� 3 "-'� -37.06 r� t
w \� 32.42 TSF GRATE=33.95 " �\ \ \\ \ \ \ /l/// l f (/ J \y \
32.37 M 3 50 32.93,. • INV.=31.00 �3?'\� \\\� \\ \ 50.86 \ % �'/ l l l f l' l I \ 37.41
32.48 - �\ 3� \ \ \\� \\ 50.55 / % / _ - ` „ . �` ` C
/ l 1 ! - \ \3 \ °\\� .� SO.t9 \\ /fl� s 18' �tt\'P _ 37 { t ® �w /
32.56 \ * �>A��
2.09 32.60 I ' \ �\ \� \\ ` ) a / //j/f •- 37. 3V`­
12.56a
32.24
\t �� / /lf 3� \ \ a a
32.24 4 o32.69 o-TI32.64 3 n % - a�- - t\\ \ \ / / ll J f ! 36.532. Q Q 1
32.69 n \\\ \\\\ \\St�t6` t- J/
ep
2- / %�` / 36.25
3 -�\5\ \ \ f / 3 3 c� /
-� , \ � �jt -o \ �\ \� .,�\ %/i (f fJ / j 36.39 33.65
l ^33.t // ^ � \°\` `� ii�, 4 32.75 CATCH BASIN #7 / / i - \a\\ \ \\\ ��/ //// j _ z 77
a 58 TOP OF GRATE=33.95f 33. 0 \\\ \\�\ \ \\\\�� / I�// / �'\ \ ^ 2 1 , ®• �Q ��
r \ \\ . \ \ / �
\� - - 4 37 55 \\ \ \ \ A
2.13 \ � 3� �
( \\\ \ 32.9832.12\ 32.66 CATCH EASa 11
/
�`i 1 / \ \\ \2s�\\\\\\ 32.41 // / }}�l}ti �` 9. 1�79 /�/`' ITOP OF NV. 33.85 ftr 36.85 CONSTRUCTION
1 101 V
s`}�};� -1k 2 era: 21.8� \\ \\\\\\\\ o \ / l 4o.s� \\\ \1J/1/ / '�=-='"- �5 _ `t
'Vig\\\�� .� \3.0? , >>� �� \ \\ILL�II/JJdIJ���^ 4=3. ( ` ` M , DOCUMENTS
,\ d ,/%�J3:�Y 3-5 1 ` a % / ®®!/dlMf.�f , R V
i i INV. 29. o \ \ \ / / `� 11�\ �\ \ / SDMH 1
}} } it �, \\ \\ \ \� J \'�. \' ` 3 . / 35.88 TOP 373 / SHEET
/��� {
32.123 i""l\ \ \ \ \ \\ \ 32.30 5POIL PILE .1 t
�\\\\\\`'\� / 3p. 7 fl i } } }\ 40.36 (fJ \ INY. 31.65
III \ 24r RCP r Q6 /
s� , $ a
---•" , ` a 60 0 6 120 180
CATCH BASIN #18 , t,.. s
\\ \ 32.85 /t.93 } \ / / I/ �- 18 RCP TOP OF GRATE 36.85 s
o�d' \ \ �\\ } 1 I3�.4 \ \ /i"'//,�+�'' Jjj�/e��8� \ SD,�/ --t 1PN.=31.90 �^ g,
.�s40 2 g� q3 1 { , I \ \ \ /, / ;^//� // L; z
6. o \
"41.33 / //an / / j ..•, , o ''tom ` i�_
31.654I W } ►1 I, IN} f ► _ 5~,2� I �., ' ! / � ` y SCALE. 1 00
1 ul l I 1 \ '�� / f �/ // /j 1_ 24 r�cP �^ /
/' I 1411111+� ` I III (Nl lTit ��� , /
I II it III
33.39
(O (LT U
t- rn rn ai
Ljj M rM 0
FN-UMI.)
W: 003
y0O0)0�
Z Z p
NOX 3
0) 3

z
oo6
6Q Q 6Q 120 1$0 0 0 �'' ROW V „�. °'"� � xx
w .RCP ...•. , �5
17 $" .05 upo"' tV
f� s .04 ,34.5
SCALE: - V '21 .6 0 -' o- 3240.16 .�' - 3 51
Lu
31.24 .mot'
- b 31.01 31.34 `~L
FENCE ZONCRETE Lu .J
\ HEADWALL
''- ` „�► .v°' INV 29.09 31.57 O
CONCRETE I GRAVA� NG \32.04 cr
Y " ` HEADWALL 6 Q
INV 28.86 8 31. \ CATCH BASIN =31175 _ _ _ _ v
I s ELECTRONIC, o \\ Y TOP _
AAt}1 �"' _ REMOTE CONTROL 68 t5 RCP <
SECURITY GATE
t CATCH BASIN 136 5POIL PILE (r,%
TRIPLE 9 �!P i.87 < O
TOP OF GRATE=31.75 INV 2 .49 \� \
iNV.-29.15 TRIP 8" MP 31.82 LL
150 RCP IN 29.46 LP 3 3� / 3 482 " Z
.3 / 4 \ 31.39
CATCH BASIN #33
CO N5 TOP OF GTiATE�33.75
e ® � `� c, O TEMPORARY GRAVEL. � \
®" '^ i (\l
.. PER W.K. DICK50N / 31.+ \� SURVEY 1-P�)-5�30.42 41 •�t \ ® � z
15
\ ° RCP
30.43 3Y \
BASIN JU \ 71 \ U/L�
TOP OF GRATE-33.75
\ V
o , W.=30.75 \ \ \ \ 0
is" i p \\\C .
will
os91\ \ \C \ 5
34. 3
to Cy s A�
o t , F. w
In 3.V
CLEARING/GRADING
EARING GRADING
LIMITS
l
11
o \ \ �
LEGEND �t s �^ j` 1 �, i \ 1 1 LLI
. PROPERTY UNE fit} `! `,\,pg O
t w�CL
J
23 -
QOSTiNG CONTOUR .Y• o ` �� � � � W
o t" a
s r+ r�
32.09 EXISTING SPOT ELEVATION sn t �r ? W
OHE EXISTING OVERHEAD ELECTRIC ;� \ p Q
SD EXISTING STORMDRAIN
75� w
SS EXISTING SANITARY SEWER , ° \
t � 1 W
5 RCP �S w
W W EXISTING WATER , o � �,
Z t.a cc z
SD PROPOSED STORMDRAIN '�` ` ti •, ` j ®_
.V. .1d• PROPOSED WATER O •L c� a
_. WETLAND LINE \m` •. 3�3. a,f CATCH IN #31
o o�
-- -- , -
BAS
� o w TOP OF GRATE=33.75
O Z x \
oll
CATCH BASIN ¢32 _�? •. \ .+, �r
TOP OF GRATE-33.75
\• n
INK=30.T5 ��
o � �ln�•i� c . �Nr• �. fir.
In A 36 \ \`• 54
t l \ 7 \ \
3 sH • • w...
x s INV. 31.3
o s �t o r� , ,.. 1. 1
s o s � . \ \ �.,�, 3 ,36
1 \
t
1 \1
.70
. ,
x o x 2E \ \ 25 O
4�
4. \ �; r � 1
32 21\
o \ 32.76
70
1.
32.21 \\ 43\ �.. _...,..�
\ SDMH x /1 .
A - \
\ \ INV.=27.78 `
t •, .9 \ \
1 /
t •' . ` L33.06
3.56 ®...� 32.i�
48° FES �1 i ....... ® ..... ®..r. �'� 3 .4i 3 7 18° RCP r •' �' • • J
18° RCP 2a.75..�' DISSIPATER ELECTRONIC,
1 `X CATCH BASIN 29
l
. REMOTE CONTROL
CATCH #28 TOP OF GRATE=33.55
4 TOP OF GRATE-31.7 SECURITY GATE 1 r� INV .=30.55 •,%••
CATCH BASIN a7 ` ^ '� �,,
o x `
/ 4 1 - r TOP OF 31.72 • 1 �2 v .7N 2i�1 w 32.06
23 .69 ` INV.=28.75 : m�
\ 32.54CATCH BASIN #12 CATCH ®• gym` a
56 69 �2 5 " = TOP OF GRATE-32.50 RCP TOP OF GRATE! 33 �ti'/ 1 a tl N , • . , • �''
RCP a _ INV.
s INV.= $5
3.
1\ 92 ` 1 '� _161,
61-' CATCH BASIN #25 i 1 g" PCP / 33.
- -32--, 32.1 t.7 ''� TOP OF GRAB 22.M 24° 5' W , S 3 31.82
w/ 15 xis x1 RIP RAP/
q /
1 t 32. •. } r `�• 61 30' FES ENERGY DISSIPATER 731.79 31.92
s ` 32.69 `5'x15'x1' INV.-28.25RIP CATCH BASI 31. 7 / /f
3G..
'+ 27.2 TOP GRAT 32.2� % 3��9��/ /14 30° RCP 31.32 p. 31.20
t COi�i'i1T 2.51 "`�• f � � / ,�..•"•• � 31. INV.=2 �t f ( �+
o s r 32.54 � .. `'-`� 1 / ( t 3`3 k46
11 30O -3 - .``' 24 X w
0 0 32. 3
.'\.` ' ",� I f :.� ' o: ; -• / ( i 30° FES � � ENT P001.
s � •�-- �� 1 IMI=2Z15 =27.50
/ 3 . INV. 27.6 ofCP' ► .19 r., �� V. 2 IW-2715'xt' \ TEMPORARY POOL.
EXISTING o y� 3i. ( / 3\ P pfSSIPA \ EIiY=28.50
EXISTING PARKING xd �Y1 wry% Q •` 27.7\
PARKING-
i m
l
T & 15° RCP 6j / /� / `"\�..'► t"�yr 0. 9 29r4" .
I \// •�.� � f \ n. � i�t0 / 6t. �/ j/ \ ,� 7 �/ / / jj/ ✓ � •� • • � • ' � ` • � / // 3C
` t
\n .� , �.\ � 28.00 / t / i /��/ \ � g � 2•�J. '? 9 �3\. k otp �� �
92 (/, /� $ 4 / ""'•Q� �� J i
RCP
75 ( 2
1 5 / ;;-�
/ ( /
31- / // r
¢:50
31.05 / � �. /�� ,�� // jr� r � � ( � 30.77 / 31.30
t.Ot / FOREBAY
/ 0 l /
OF GRATE 2.
INV.= �CATCH 1.2
15/AtCP 1.07
y `\\ / / _ •:!-,..r•', ` t o / r �. ' 3 .9 / d/� j / f 4 '� 'S 1.59 •r'
LTOP OF 82.75 /
•�. '� ;'�b �� �,?� � .r•,c. � , i / / / // S / INK=29.00
3 :43 31...,.,� /,�,�/�/ �� �31.50
`=• \. `� l / b" o i , r i / /32.2T 3� 31.31
3638
z
\. , y i� ` ` /// / j / /✓ / / 31. 32.45 / /
j � .3
/ 53
�j t r+ 31.11 79 / � 3 h
14
f y� f / ' , /� / /3136
b
F ' • ` `2 / 31 3 ti / /
32.69
31.26 ( / S
/
t / 1 / /34.00
/ b `
gU j 55ggk
. �Q /T.3N$�3 31.7i9
LUG E FO y , /
"`+..
32.55 3 7{ ✓
�rt
ss sS f 5h 4,J o ofi t CATCH BASIN #16 / rF/ / / j / / / i 15* RCP 32.80
TOP OF GRATE=32.50 31.7$ / ice/ 32.38
32.13 / f-••}`7
• 1
CATCH BASIN 21A 32.58
/ / 36.35
.� CLEARING/GRADING
1.99 / / ,ry / / / / / / 145121 V1 TOP OF GRATE-33.P LIMITS
1 INK-30.75 / 33.47 / CONSTRUCTION
32.10 �/ � ��� / /
/ f n
"� -34.00
a / DOCUMENTS
y. >/
\. sS INV. 224 c1.77/ , y0
CO c0 U
0) 0)6
W
to M
M
Z
�0
Q�
7";z -O
N:2OX 3
p-=Q 3
0) 'S• CL u-06 3
vi
Z
vi
0Y
W
W
0
W
J
cV)
Z
U
IIIIIiILIA
I II
IIiIIII IIIIIII
i�I���i III II
q�
PROJECT
04008
DEs. JPN
cm JPN
DRWN: BLR
DATE: 06-17-04
r
s
SHEET
uis2

LOM
8
s
a
NCDOT
EROSION CONTROL
STONE
0
cn
x
�
I;S
0
0 a
VARIES
25' VARIES
A Aol
o
S SLOPES= 3:1 1/2" PER FT
,�
Ile PER FT 1/4" PER FT SLOPES= 3:1
j
0 MIN.
MIN.
�
w
•-
- CURB
(SEE DETAIL}
_ �• CURBcn
(SEE DETAIL)
W
0
PAVEMENT
z
(SEE DETAIL)
J
MIN.
O
STREET CROSS SECTION
cc
2" - 3"
NTS
ARSE AGGREGATE
SEE SITE PLAN STONE SHALL NOT
IMPEDE
PIPE
J
FLOR OW
L MIRAFI 60OX FILTER FABRIC ci
SECTION A - A OR APPROVED EQUAL H Z_
END SECTION � V
I { { NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED J
NOTE: PAVEMENT SECTION MAY NOTE: PAVEMENT SECTION MAY 0V
VARY DEPENDING UPON FIELD VARY DEPENDING UPON FIELD
NOTES: CONDITIONS. CONTRACTOR SHALL CONDITIONS. CONTRACTOR SHALL ENERGY DISSIPATOR
1. SIDEWALK THICKNESS L BE 4" UNLESS NOTED OTHERWISE. COORDINATE w/OWNER & COORDINATE w/OWNER & NTS
2. CONTRACTION JOINTS �8!4)mSPACE SAME AS SIDEWALK WIDTH. GEOTECHNICAL ENGINEER TO GEOTECHNICAL ENGINEER TO
3. THICKEN SIDEWALK TO 6 AT DRIVEWPYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT DETERMINE ACTUAL PAVEMENT DETERMINE ACTUAL PAVEMENT
WITH NO CURB. SECTION. SECTION.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN. 1/8"R TOOLED PAVEMENT SECTION- HEAVY DUTY PAVEMENT SECTION
6. PROVIDE A LAYER OF 15 6LDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB OR RUCTURE. Nis NTS
7. REINFORCE w/6x6-10/10 W.W.M. ;
30' MAX. SPACING JOINTEXPANSION MATERIAL
EXPANSION JOINT (E.�.� WIRE SCREEN CONC. BLOCK
CURB INLET
�, ; . .; ;.... • 1/4"x1" DEEP w/AN
�? 1 /8"R TOOLED JOINT
i'
o
CONTRACTION JOINT O
-777777 (� r
BLDG.-STRUCTURE GRAVEL FILTER----E�
WIRE SCREEN CONC. BLOCK
ELAN
SIDEWALK JOINT DETAILS GRAVEL FILTER
NTS
WIRE SCREEN FILTERED WATER
FILTERED WATEROVERFLOW
OVERFLOW-- RUNOFF WATER
RUNOFF WATER w/SEDIMENT
w/sEOIMENTME ME BE MA
GENERAL NOTES:
..:MORTAR JOINTS 1/2" TO 1/8" Tf9CK. ° ,,
" " _ SEDIMENT DROP_ INLET w/GRATE SEDIMENT
CLASSB CONCRETE TO BE USED. THROUGHOUT. �.,..� a,
WIRE SCt�.t-_I� CURB INLET
THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. \-2x4 WD STUD
DEDUCT FOR PIPE(S) FROM TOTA!, CU. YDS. OF BRICK MASONRY. SPECIFIC APPLICATION
SPECIFIC APPLICATION
ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2"
ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. NO. 840.66. THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE: APPLICABLE AT CURB INLETS WHERE AN
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK' OR 4" SOLID CONCRETE CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDiNG IN FRONT
BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. EXCESSIVE PONDING AROUND STRUCTURE OF STRUCTURE
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE
AS SHOWN ON STD. NO. 840.00 EROSION CONTROL AROUND INLETS
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE NTS
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR rwc! REMAINING
W-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
WITH COPING REMOVED FRAME, GRATE AND HOOD -
W&t STD. NU. 840.03
SECTION Y--Y
DIMENSIONS AND QUANTITIES
DIMENSIONS OF BOX do
PIPE
CONC.
IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
I WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
D
A
B
H MIN
CU. YDS.
C.M.
R.C.
12"
3'-0"
2'-2"
2'-4"
0.281
0.313
0.037
0.748
0.020
0.032
15"
3'-0"
2'-2"
2'-6"
0.281
0.313
0.037
1 0.802
0.031
0.047
18"
3'-O"
2'-2"
2'-10"
0.281
0.313
0.037
0.909
0.044
0.065
24"
3'-0"
2'-2"
3'-2"
0.281
0.313
0.037
1.070
0.078
0.113
30"
3'--0"
2'-2"
3'-4"
0.281
0.313
0.037
1.305
1 0.122
0.170
NCDOT
CURB
INLET
DETAIL
NTS NCDOT
STD. NO. 840.01
1'-0" 6" 1 1 /2"R
CLASS A CONC.
• v
e4 2»R'
3"R
a
a. o
4" ABC STONE ABC STONE SHALL
COMPACTED SUBGRADE/%�%�%���%��� XTEND 6" BEYOND
CURB & GUTTER
CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
POND DIMENSIONS @ PERMANENTL.
NTS
DETENTION POND NOTES:
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
2. SEED FOR SLOPES SHALL BE 20X CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING RED
FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS.
1. CATTAIL 10'
2. COONTAIL
3. SPATTER DOCK VEGETATED SHELF
0 6:1 SLOPE
I j--
3
NORMAL POOL = 27.50 -lit
'
ELEV. = 25.83
3 11 IF
BOTTOM 23.0 =111-1 1
►=111 - ` FOREBAY
3 MAX BOTTOM = 23.0
POND SECTION
TOP OF BANK
1
_7777-
t3 W/ WIKt MtzjH
_..------ STEEL OR WOOD POST
z WIRE MESH FOR STANDARD FABRIC
I STANDARD OR EXTRA STRENGTH
MIN. 14 GA. 6x6 MESH o w
FOR STANDARD FABRIC 1 . w FILTER FABRIC
N �ww
F-
co DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
g MIN. 8" DEEP & 4" WIDE.
z
P
NOTES:
1. SYN. FENCE FABRIC SHALL BE M'iJ OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOP STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
r NTS
NOTE
1. .E MAY
_ NONESSENTIALY IN DIMENSIONS.
W X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANES
r s
#4 STEEL REBAR _(GALV. OR ASPHALT
TACKWELDED AT 6 O.C. EACH WAY LAID Ir LJ i I
IN TOP OF BASIN
ATTACH SCREEN
GALV. LAG do WE
ANCHORS
,,--1/2 OPNG. GAL'
2-•24' DIA OUTLET ALUMINUM EXPAN
INV. = 27.50 METAL SCREEN
3' I.D. INLET PIP
GROUT IN PLACE
IW. = 27.50
CRUS
SECTION ELEVATION
RETENTION POND OUTLET STRUCTURE
N.T.S.
TOP 30.20
W X 0.33' H SQ. ORIFICE
WO SIDES
ELEVATION 28.50 TEMPORARY POOL
27.50 PERMANENT POOL
OM 27.00
e.
Ix
W
d
O
J
W
a
�
f�
w
3
®
W
<tJa
to g E
to Q U
Wnr4)V)
w 14-It:3
�UMr7�
z
c
f- 000
W z r r 3:
v
<ZZc
v
O 0x 3
0) t� 3
AN
:3
U
z
06
W
W
z
U
W
Lm U
017
w
z
U
III
II
DES. JPN
cm JPN
DRm: BLR
DATE;. 06-17-04

1-4fl
• ° ,.i'r a AND .3
s ,.d
MURRA LLE RD Q
KM AY I1 °
µ�
Q
VICINITY MAP
NOT TO SCALE;,a
Q/ .73
\
1",
ao
/ AlD
` \A
PUND #2
DRAINAGE AREA W N
-------------------
i r
r
Q
�t
p '
-------------------
ow- —E�mq --w W
GLEN EDEN DRIVE
A
!44,d
i
' a
0 24s cyp f.
---�---._ P 32
56
22a a5.zo Jy$g
i t m 1
> .9 4o / r
\ r J7,18
RT i J2 JIB
• a4ss rJ7ss /i
,[ so
31 JLs4 3 43 J2tJ J9 /! Age / r w` ♦�-! \\\ � o •� r
---- '----------__ 42 1r�\� / \� \ \\ JasJ // �./ w✓
!l irltl — 4:\•\ \ U i1NG/Csp��.4'8 r. �9 rJ '/ 7�/ Js.3a `\ 4.'�
G
\�z09
1.82
44
_
1 J/.7g \\\t\k, •4s I \ \\ \ \\\
0 it
J. \\\ \`` / \\\\ ( r. � a �i/ !27.g3 J2& i 33gJ
i \\
zla v ax9� v v ' \22 24
a, 496
R\`y 22.4sl�r1771i�/!—
:� � 'yl�rl
04
F 1 °iJ237 ^� \ 72 J2 / ^•'F3 _— _ /i''�,x✓ 1 t 1 l g /' 2 JJ"Y 7 i J' s _•'��s=sL::�-=,� _— _ �='d�'�—\'��t i `� \ �. /� g�r
32 \ \ i ( { (c ! _47 — V A t i
\\\\\\\
jr
\\\ \\ \
2st� ��� �\ liag \ / mtA\ 9,
}1( \\ z\ _ 1 i I�i�rl! IIz n4 ��\\\\ \\��\'�\\1�\\\1\\�N\ so°Bme I '�'4 \ G+✓ii
\\\\ s �\�k\\
tT kv \\\\\ J24�
\\ J2B / ! \ / _i \\\\\\\\\4\ 9 3LI
\ \ i !
\\l\\\i\\\\\\
t � _--_---- IIIIIIII111i ♦ \\\\\ \\ ' JJr
\ \ \\
20 4
\\\\1\1�\\ -.\/ �J�/�/'JJ �! �..•-.� �--=r—
Iqa
r , 1 40 \ \\� \\\\\\ rr , IIII \\\\\\\\\\\ AJJ/rrr \ at
i) ♦ ! i \ f 1\ i ' / t II \\ \\\\\0 }�'//
r r � 1 1!lrllll 1 I���d�aN r\ /� •�e7 J \ siiii �\
lI 11 I \ \♦ JJ / 33 Jk. ,/
tl \\ ' \\ \\ /�ri/�� ,7s.� Je.J .r� \ /
�1 \ 9 *e Je s�
JaaJ 11Ipti1III I / �^ \
i ltl !1 t 1 t!Iflull t1 lIlll'0Ja u \L\I J/ J// / \
` Ilil it{\ l( l�t���j 11 J2J9 �J 93 ifill
�//,P/
r
1 Il I II ( J.x3J / 33u} 41. �•'/ / aJ// l — � /
_-------- , /iir IIIA
IIltI l l fl
r 1 lt!
it I 1
32s3 / �ii i�i' eer.34If
�9 _ .� Jar _ l \ \
J / i Ill=-�J''w J4•sa \ \.,ar /
f ._
r i/'' PO
j' i f I� l lil // 1a
N� 1 I llllJs�,43s.ru
�trf�/iri ri 27.oa tI i II r1I
I `11! IIIllt11, \ IA! Il1111j1$�iG'`ntJ�
r Jzsa�l it lrlfa 1111 N
l '�i'ii'ii,Zrq /',/ % ff 141fldpl \ C
Jr.9> J1.9-t / / �,r/ ! - — — — — _. — —_ _ r —'-9e
-30 w.•!- \JLTOI i7t' t\ —._-- /a'� lll�lYrf!!/!!1!P!
RCA
77ry 27, 'x'JO• _�` '?r'�*- �z=— .'-�iT` .�"'
t27p3wv
� \.
ao, 2aes t°. oaf 4
gas
66
3
Y
v. -4
0
1 I 1 I J297 I I I �'t77 34..87 9a 41/
♦/ r/J)p3
PUN
�
S? 4, D' RAI N A G E
Je.so
k�
-36.50
37.67
ao
I I�4
II �
s2
Qy aa fi�r' Jjj��
3782
1op
/ ;I;,' III ,
1 J7a9
�
S�/ 7 J 1 I I I
,77.47
Iil III
soor
IpI �
III Ill III
l l l
III I «ail III �
III I!I III
I I I I I I I
III ICI ���
\
i
CONSTRUCTION
DOCUMENTS
z
J
0�+
Ld�
.J F—
u—
t� �e Z
00
�z
10
u— =}
U
W
CL
0
W
0
aW-
w
3:
W G O
O
iC3a
to 0
t0 t0 U
CA fn N
W
r7 M
d q-
V) z
/—.c,
0 0
W z 3
of 2)
Q � W �
7— z v
—z
N 0 3:X
D7�Sa-2 3
Z
06
z
LrL!
W
0
Ld
Z
i
cn
Z
�II)
IIIIIII
Ilj�l�f
U
00i
(IIIIII
III II
II� II
fI
PROJECT #
04008
DES. JPN
cm JPN
DRWN: BLR
DATE: 06--17-04

..:GENERAL NOTES-
CONSRUCTION SEQUENCE
STANDARD
SYMBOLS'
1.
.
DEMOLITION INCLUDES EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS,
1.
NOTIFY NCDENR DIVISION OF LAND RESOURCES AND HOLD A PRE --CONSTRUCTION MEETING ON
-
SITE PRIOR TO BEGINNINGCONSTRUCTION. { 91©-395-3900 i
PROPERTY LINEAOT LINE
CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, STRUCTURES, ABANDONED UTILITIES,
..
0
IRON PIPE FOUND
BUILDINGS, PAVEMENTS, AND OTHER MATERIAL OF WHATEVER NATURE ENCOUNTERED DURING
2.
CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES.
n
CONCRETE MONUMENT
CLEARING AND EXCAVATION NECESSARY FOR INSTALLATION OF IMPROVEMENTS.
0EC
ELECTRICAL SERVICE STUBUP
2.
THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWINGS ARE BASED ON AVAILABLE
3.
INSTALL SILT FENCE AROUND ENTIRE SITE, INSTALL CHECK DAM AT EXISTING DITCH, AND
Q
ELECTRICAL TRANSFORMER
FIRE HYDRANT
INFORMATION. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE
INSTALL CURB: INLET PROTECTION ON THE EXISTING INLETS IN THE LOOP ROAD.
UTILITY OWNERS AND BY OTHER MEANS PRIOR TO START OF CONSTRUCTION.
4.
CONSTRUCT TEMPORARY SEDIMENT TRAP.
WATER .LINE VALVE
WATER METERS
3.
REPORT ANY DISCREPANCY IN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO OWNER
5.
CLEAR SITE, BEGIN GRADING OPERATIONS. MINIMIZE AREA OF DISTURBANCE.
----
WATER LINE
PRIOR TO START OF CONSTRUCTION. VERIFY ALL SETBACKS, EASEMENTS AND DIMENSIONS
SS-
SANITARY SEWER LINE
BEFORE START OF CONSTRUCTION.
6.
PLACE TEMPORARY SEEDING AND MULCH ON DISTURBED -AREAS AS CONSTRUCTION PROCEEDS,
Q
SANITARY SEWER MANHOLE
CONTACT OWNERS OF EASEMENTS, UTILITIES AND ROWS PUBLIC OR PRIVATE, PRIOR .TO
BUT NO MORE THAN 21 CALENDAR DAYS AFTER COMPLETION OF A GRADING PHASE.
oC.o.
SANITARY SEWER CLEANOUT
4.
KING IN THESE AREAS..
WORKING
7.
PLACE SILT FENCE AND `TEMPORARY SEEDING AROUND AND ON STOCKPILES THAT WILL
�D
STORM SEWER MANHOLE
STORM SEWER LINE
5.
DO NOT SCALE THIS DRAWNG AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
REMAIN MORE THAN 21 CALENDAR DAYS. ENSURE THAT RUNOFF FROM STOCKPILES WILL
SILT FENCE BEFORE EXITING PROJECT LIMITS.
FLOW THROUGH S M TS
- - -- -31-- -- -
EXISTING CONTOUR LINE
_
EXISTING CULVERT OR STORM DRAIN
6.
A BECOME FAMILIAR WITH -THE SCOPE OF DEMOLITION AND CONSTRUCTION
VISIT SITE AND
8.
INSTALL STORM SEWER BEGINNING AT OUTLET WITH PERMANENT RIP RAP APRON. SEED AND
SILT FENCE
REQUIRED.
MULCH DISTURBED BANK OF POND. CONSTRUCT TEMPORARY RIP RAP APRONS IN SEDIMENT
0
INLET PROTECTION
7.
COORDINATE WITH OWNER TO MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN
POND.
SILT FENCE..
NECESSARY.
9.
INSTALL INLET PROTECTION IMMEDIATELY UPON COMPLETION OF INLETS. INSTALL CLOSED LIDS
LOD
LIMITS OF DISTURBANCE
8.
PROTECT ADJACENT PROPERTY AND STRUCTURES AND UTILITIES ON SITE TO REMAIN. REPAIR OR
ON MANHOLES IMMEDIATELY UPON COMPLETION.
'�
TREE PROTECTION FENCING
REPLACE DAMAGE IN KIND.
10.
INSTALL REMAINING UTILITIES, PAVING AND FACILITIES.
RIRAP
9.
MAINTAIN ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT
11.
MONITOR AND MAINTAIN EROSION CONTROL MEASURES CONTINUALLY. REFER TO MAINTENANCE
EXISTING TREE TO BE REMOVED..
SERVICE OFF -SITE PROPERTIES DURING CONSTRUCTION. MAINTAIN EXISTING FIRE HYDRANTS
PLAN IN DETAIL .SHEETS.
IN SERVICE.
12.
MONITOR DISCHARGE INTO EXIST FOREBAY AND REMOVE SEDIMENT WHEN IT REACHES 75 X OF
10.
COORDINATE RELOCATION OF EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING
CAPACITY.
CABLE, GAS, TELEPHONE AND ELECTRIC AND OTHER UTILITIES WITH UTILITY COMPANIES.
11.
MAINTAIN EXISTING CURB AND- GUTTER, LIGHTS, SIDEWALK, AND UTILITIES TO REMAIN.
13.
CLEAN AND RESTORE AREAS OUTSIDE PROJECT LIMITS THAT ARE DAMAGED DUE TO FAILURE
OF EROSION CONTROL MEASURES. RESTORE EROSION CONTROL MEASURES.
SEE INDIVIDUAL CIVIL DRAWINGS
FOR ADDITIONAL SYMBOLS AND
12.
PREPARE. PHOTOGRAPHIC RECORD OF CONSTRUCTION COMMENCING WITH A RECORD OF THE
14.
AFTER ALL DISTURBED AREAS ARE STABILIZED WITH SEEDING OR PAVEMENT, .CLEAN EXISTING
LEGENDS
RS BEFORE START OF CONSTRUCTION. CONTINUE WITH WEEKLY RECORD UNTIL
SITE AS IT APPEARS
FOREBAY OF SEDIMENT TO ORIGINAL DESIGN ELEVATION.
COMPLETION. SUBMIT RECORD TO OWNER.
15:
0 EROSION CONTROL MEASURES AND SEED DISTURBED
UPON APPROVAL BY NCDENR, REMOVE
13.
PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO
A OPERATIONS.
AREAS CAUSED BY REMOVAL
BE REMOVED.
14.
PERFORM WORK IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
15.
CONSTRUCT WORK TO CAUSE MINIMUM INCONVENIENCE TO OWNER AND PUBLIC. PROVIDE,
ERECT . AND MAINTAIN AT ALL TIMES DURING CONSTRUCTION OR TEMPORARY SUSPENSION OF
WORK, SUITABLE BARRIERS, FENCES, SIGNS AND OTHER <WORK ZONE PROTECTION, INCLUDING
WN ,
FLAGGERS AND INSPECTORS AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
NOTICE
REQUIRED
16.
WORK :ZONE PROTECTION SHALL CONFORM TO THE LATEST EDITION OF "CONSTRUCTION AND
ATE EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION
LOCATE
MAINTENANCE OPERATIONS `SUPPLEMENT`TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
IN THE VCINITY OF SAID UTILITIES.
S» BY NCDOT
DEVICE NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN .THE AREA
17. MATERIAL CLEARED; DEMOLISHED, AND EXCAVATED BY CONTRACTOR SHALL BECOME THE
OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
PROPERTY OF CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF SITE. THAN TEN WORKING DAYS PRIOR TO EXCAVATION OR DEMOLITION.
t-ao A.
rr
SITE AT `LEAST ONCE A WEEK DURING CONSTRUCTIONAND AT CONTACT. CAROLINA ONE CALL
18. REMOVE ALL DEBRIS FROM THE
. _ y
ON. .. _
COMPLETION. Sao 632 4949
AT 1
R
� u
6
0
51
_» CONTACT THESE. UTILITIES » a ,
19. KEEP THE AREA OUTSIDE ; THE CONSTRUCTION LIMITS BROOM CLEAN AT ALL TIMES.
NEW HANOVER COUNTY (INSPECTIONS)
CITY OF WICMINGTON WATER/SEWER} C
MAINTAIN AS --BUILT» DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO .
20, MAIN ATTN. BILL. JUSTICE ATTIC KEN FOWLER P
T. SUBMIT DRAWINGS TO OWNER AND ENGINEER UPON COMPLETION OF PROJECT. W _ - _ SITE
CONCEALMENT. PH. 910 341 7884 PH. 910 798 7206
F S
PERMITS RELATIVE TO PROJECT PRIOR TO START 0 CONSTRUCTION. LI A POWER AND LIGHT BELLSOUTH
21. OBTAIN ALL CARD N
PH. 800 632 4949 ATTIC RICK MANRIQUEZ ,
22. FOR BUILDING
DIMENSIONS SEE -ARCHITECTURAL DRAWINGS. PH. 910 341 1627 �.
PIEDMONT NATURAL GAS x , ao
N CONSTRUCTION ME . `
TIME 'WARNER CABLE
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IMEANS AND METHODS ATTN. CARE PAQUET ATTN. ROBERT JOHN
23. THE / _ .�
NTH THE PROJECT AS SET; FORTH IN THESE DRAINS, 0--350--2242 PH: 910-772--5757 ® `A
ASSOCIATED YV{ PH. 91
c
RD
OVER DEPTH OF 3 -0 , RRA .E
z4. ALL WATER LINES SHAH HAVE FINAL MINIMUM C P EMERGENCY DIAL 911 POLICE FIRE RESCUE MUu
h
25. ALL .SEWtUER LINES SHALL HAVE A FINAL MINIMUM COVER DEPTH OF 3 0 UNLESS DIP IS USED. ctw
KSRR AV N •
VICINIT
Y MAP
NOT TO SCALE
NORTH
A ENVIRONMENT
I�TH CAR®LIN L A
COMMISSION
MANAGEMENT CO ION S
DIVISION OF WATER QUALITY
NOVRECEIVEii
14 2006
rt, - DWQ
gc(oq23 Ham:
s�
031261 _ _ 909 MARKET STREET
sK3yGr WILMINGTON, NC 28401
INEE4 [phone]
®. "hw
WL0)1k.A1%1%RUN Office Locations:
ie+tnrura+l
community infrastructure consultants North Carolina Georgia
South Carolina Florida

-G ELEV 36.29 SANITARY SEWER LINE G ELEV. 33.
i
EXISTING STORM 1
`'- UNDER CONSTRUCTION ��
''-- w --- .''�--�-- �•- SEWER LINE I
' ss G ELEV. 36.23 G ELEV. 34.62 G ELEV. 33.78 30 RCP
o $3 G ELEV. 35.59 I
p,G� i REM CURB / G ELEV. 5------- ss G ELEV. 34.37 G ELEV. 33.64 Y. 3 I
Q Ss G ELE . 34.05 G ELEV. 32.71 I
// INV �7.
G ELEV. 36.39-�_____ ss G ELEV. 33.37 I
��O fZ h 7
6 15 RCP �
24 RCP I
L c� / w 15" RCP G ELEV. 34.27 G ELEV. 33.6115" RCP G ELEV. 33.79
/ / j / REMOVE CURB LOOP ROAD G ELEV. 34.05 G ELEV 33.76
( /j / i/ ` `_-�yy } 15 RCP G ELEV. 32.59 G ELEV. 34.62 24"4P
1
11
,s� , �c '�` EEC/$ I ' EXIST HYD -
�4c EXIST�IG LIGHT POLES (AP) FISTING ENTRANCE
a� �� ���\ �., WATER LINE UNDERCON8TRU-CTION v 2 11 t( I
III
W
F,O ,! �Il, ` ��S\ \`�'- "`. \�� tt �I 1 �31
/ / jT!
INV=27.15
` W/15 x15 x1 ( \�
BILE •~"`•w.`� �... r -.�
/ ��'` ! \ \♦ \� \ \\ J/ DISSiPATOR
38 --_� ` 100 YEA FLOODPLAIN
PER FIR APRIL 3, 2000 I
' ;� t � EXISTING FOREBAY ti l
VOLUME = 29,250 j �\ 1\ `\ ! � � CUBIC FT.�
11 I 111
�>
I / 11 I
LEGEND �' REMOVE CONCRETE PAD EXSITING RETENTION POND
�- WETLANDS WATER LEVEL 2$.19 j I
air. ait atx ' ,u , •, ��\ 1 I
ON 12-27-05
POWER POLE ANCHOR
OVERHEAD ELECTRIC
--- ors---e--ot---
_SS_ SANITARY SEWER LINE UNDER CONSTRUCTION
--w-= WATER LINE UNER CONSTRUCTION �\ >> / \ \ \ t\` /1\\ ti j''•-- .� i
DOT MON (F) N.C.D.O.T. MARKER FOUND \ \\l !�i11 ! \\ \ �� a \\\ TOP OF BANK
IPF IRON PIPE FOUND \ 3$ Ill(! IIiIr� / \ ` , tt 1
R/W RIGHT OF WAY \ / •- Ifflf 11111 \ IJ \ \ tt \ \\ j 1
\ 1
-- RIGHT OF WAY LINE
DITCH LINE
wa TES 5& 6 r I f1 ll \ \ t \ �• 3 t Il j 1 1/
WETLANDS {SEE NO ) �„ � � lfl(I II(If 1 ..,\ t t \ \� tit ft/It /
G ELEV. GUTTER: FLOW LINE ELEVATIONkI -29
ljjlf fllf \\ �� cir I 2-24 FES I Ijt t� I
NOTES: ,� ` INV=27.19- I i 1 t { INV 7.
jlll flf ENTIRE SITE IS COVERED. WTH THICK BRUS AND SMALL DIAMETER TR S � fit; , 24
01
I I III 1 � � \ ., ` i � 1
1. CALL CAROLINA ONE BEFORE EXCAVATING OR BORING.
UNDERGROUND UTILITIES SHOWN ARE LOCATED 1N PART
FROM VISIBLE INFORMATION, OLD RECORDS AND AS MARKED
BY CAROLINA ONE. THERE MAYBE OTHER UTILITIES NOT WETLANDS�\
SHOWN. ((III I((f / / ( \ �
SEE NOTE 5 / �. I I
2. HORIZONTAL DATUM IS NAD83 IIl(I II(I / 1 I \ \ \ ! INV 2.3
(Il(I If(( f I I N \ �•
VERTICAL DATUM IS NGVD29 I (1 1 --
3. 2-EXISTING
I
�, I G/ I
ZONE AE . � IIIII IIII. � I `� \ � ' `- \ � y/// . 24" RCP I
4. A PORTION OF THIS SITE IS LOCATED IN N J fl (I \ \ '� \/// % 1
ACCORDING TO FIRM MAP NO. 3720323100J, APRIL 3, 2006.
100 YEAR FLOODPLAIN ELEVATION: 33• NGVD88 33.95 1 1 I (( ll I \138�.
IIf1 l I if
NGVD29. t
aic i
5. WETLANDS FROM MAP ENTITLED- WETLANDS' DELINEATION, II I �`-
„ (I fI \ 1
I 3S, J! ! ! t „ \ I
CURRIN TRACT, LANDMARK DEVELOPERS, INC. BY GREEN 1(I l (I{ 1 ., !„\ 1
/ f (f l IIIII \ - 1
ENGINEERING, LAST REVISED 10%9/98 AND FILED WITH THE ,,� I I 1 t ,
US ARMY CORPS OF ENGINEERS.IIIII WETLA
{ (SEE NOTE 6) }
6. WETLANDS AS DELINEATED FOR ORIGINAL TOPOGRAPHIC .1 IIII ( I((il - ... . 36 / \ 1 l
SURVEY BY WK DICKSON ON FEBRUARY 26, 1999.OU ET
S CTURE
7. THIS SURVEY IS PART OF A TOPOGRAPHIC SURVEY
RED FOR CFCC ON FEB 29, 1999. IT WAS III (f I \ r r
-
PREPARED
SUPPLEMENTED WITH A- LIMITED SURVEY OF THE
STORMWATER POND AND LOOP ROAD ON JAN 29, 2006
I 111I l IIII \ \ t
_\AA 1
�\
WETLANDS
'�,'°` a. IIIII f II(il -taw; I
IIIII f f l((l(
I OIPF
a � ,� \
'�•,. I(11 I i III f _ ,, .._. � _. ` 1 1 NcN oN \ ,,�-$2
Az At �
CIS
7
ll ii1111� I t
- S ems.► - I I I .& \ �� ;.---`~` \ ► "` ./� +"T / . I -,. I '". j ✓j ''•,I ' I� `' J /' '• /
„W 159.07 j j l t f l ii`.- - - `� �� / "--
- S06•p413 DOT N10N l t j / �� �� S
�. D0} 02 .�..- N �,� ���., �.; 53 T MON{F} 8 S _
3 T t�ION 4.3 f t . - \ �� �,�. W � DO - 492.7 -- ..-
_ _ _ F E 234016 1I1t1;t`!r. ��. �,�� 2P�33� ® Iy g210137.27
3 8 N 02097gp
\ 12 R 3 --
35 ` -- E 234 9) / l l j (/ 28 `�� ��: ��� �., E 2340273. .....- A C- 14.84 .-
34 =- 36 _ -+ 0147. 55 1 t; j 1 j \ -.� ���\ _ _
63 t \ -- -.,.. _.-..-.� -- -- -- - 37 - - . -- --
-_ ,�
3g -- t� jj \ N �,_ 35 1
33
.._. - - -. � �,.i.._„ �/i' � t ` \ 1 .,,� � �,,, = = ..... 31- - - •.•... ... r � -"" ✓..."r.,-•..•"''".""•'f ,.- \ 1 �' /' ' ,/ '••'
1
--• -.. _ _
1iA'� INV IN 2$6. `' - _ - _
28 -- - -- _..
\ .. INV 26.85 �, `- �. -� _ _ _ - - _ f
rI•N V o U T 28.4 •, ..,` _ _ - . -! ... _ , ., -- - r _... - - ._ - -- - --- --
5 �... .,. -..-........ _ -,,, ...,.. ---
•••� - `- 29
GRAPHIC SCALE a �... -.. 3q r _ _ r = 4 s
-- -- - -' SEAL
1 8 0 `'• ... 1$ RCP �` "� .... " `.^- ."' ._...,.,....._ ,,..._ `.' 31 -- - .._..._.._._ ._.. _......._ - .r .._.. = Q31�5Y � 909 MARKET STREET
„� 32-.....,,... ,,,_,.....- -- ..._...._ ._. , .r._ --� r WiLMINGTON, NC 28401
SCALE: 1"^40e34 J 1,40 RCP ,_ - - - _ .. _ ._ . _ ._ __ _ _ _ "' '" " e IN [phone]
�s
�! a
3Noah
3 'an.,,, put�office Locations:
%0 N
community infrastructure consultants North Carolina Georgia
INLET TOP 31.03
South Carolina Florida
INV IN 33.94

/ EXIST CATCH BASIN
-.,....o EXIS ATCH S EXIST. CATCH BASIN
TOP OF GRATE=32.75 /
OP F GRA =35.8 TOP OF GRATE=34.75 INV.=29.75 / 1
'`- 1 NV.=3 5 ss INV.=31.25
EXIST. CATCH BASIN .
TOP OF GRATE=33.50 30" RCP I
NPPG�� -SS ss --____ INV.=30.00 3 i
._ SS - ss I
o� �A `"" - INV 7.9
0
g 15 RCP
v�ti �Z�G ! 37.0 24 RCP
Ge ,��5 / CSC w / �, 15 RCP 34.00 15" RCP 34.75
35.50 35.00 »RCP 34.50 24"C P
w �--- w w w w `r wAA AL EXIST HYD
1 ""'✓
o \\
LEC. GAT
, �_ P_q
,� ,� ,,� RIM ELEVA 0 -- w p w � �rn A SD D JJ-
g -� F S RiM ELE 4.75 / 3 1 1
RIM ELEV .,3 RIM SD 34.F7-52 �' JJ J INV 2 !1Q i j
OG� /"`� / 35. 8 ..1s SD _ INV. 25.00
WETLAND // / ` Q \ \ 11�
p3( , 3s `�:p -- q �'� -- \ ) 0 \ ' Q t l Z30" FE
�RD v\ ` \ 36 0 INV=27.1
�3 O 1 % MINIMUM \ �, ' p to / W/15'x15 1' I \
z'Q- � -D ...�I DISSIPATO
�� Jt RIM V 0
A4 � 35.94 S7
38 -- i l W
� `3G � GA -s �2-'f3iP �i'
\ \ \ ' j •O .- 1 % MINIMU
EXISTING FOREBAY� !
\ 3 .0>. RD l � I/ 1 VOLUME = 29,250
\ 3 •5 0-r-�-=o• CUBIC FT.
1 1
--,� ELEV 35.40 Sg �, RD \ \ \ \ 1 E ,
GRAPHIC SCALE `\ 1 \ \ \ �%� �o82
Ile
SCAB:: 1"=40` \ WETLANDS 36.5 �/ / {\ < 1 �` ` . \\`cn ij EXSITING RETENTION POND
�- p \ \ \�,� WATER LEVEL 28.19
r 37. 3 -, ` \��\ON 12-27-05
1 \ \ ?S `�1 j l
/ \ ' 8.0 / j
\ l
CG
LEGEND \ i III / \ \�� TOP OF BANK
EXISTING STORM DRAIN
RD ROOF DRAIN \
A/C AIR CONDITIONER CONDENSATE DRAIN
1III1RIMIlILEV j37. ,.
-SD- -- PROPOSED STORM DRAIN � _ ,� _ . o !!II I) � �, ,, ` ,� \ 1 \ car ,.
Ij j! ({) S9 38.0 ca \ o p )} {_,1 I 29 / !
IIljl I 5 1 1 \ \ 1 1! INV 7.1
3g• # , \ �` \ 11 INV=27.1 24
0)
it „
$ S ! { STORM DRAIN / j \ 1 I POND \ j
SHUT OF VALVE \ D DESIGN DATA.
II1 # --� / \ S13 P-12 3 S12 1 BOT POND = 23.00 / t
,� 39.0 / # SD SD SD 3 � t l
- _ _ . _ { \ '- \ , J _1 OVERFLOW = 29.50
STORM DRAIN STRUCTURE SCHEDULE III =� I{ D , �
II II � /r - / .. !M ELEV 37.50 ~ � _ � 1 HWL -- 2$.50
STR. N0. TYPE REMARKS NORTHING FASTING WETLANDS # ► \ �'
T10N 10 629.39 39,738.29 12" DIP { {#{ `J { \ . J J/ NWL = 27.50 J l
S1 F.E.S. FLARED END SEC , A{I { / / ELEV 37.5t3
1� MIN1MUj�l I#{I / / �. \ \ \ J J/
INLET NCDOT STD. 840.14 10,548.60 39,715.93 � '� INV 2 .3
S2 DROP _ # {I III{ a / 1 \ \ '�\ / J/ / !
I
840.16 {IIII {{ / / �.` I
v' \ / /!
/ �- 2-EXISTING I
T NCDOT _STD. 840.14 4 4,15 39 675.17 I I ; cP .�..
S3 DROP INLET � 10, O � !jl � \ \ .o---..... \ /// I
840.16 . I! Ij I I Ij "_ -` \ J 24 RCP
r I RD I! j I! � \ I
S4 MANHOLE NCDOT STD. 840 52, 10,208.03 3,9601.72 111
840.54 840.66
' � 1 ! jl III cn `• ,. \ \ _ L I 1 _ % � E �.
S5 DROP INLET NCDOT STD. 840.14, 10,208.03 39,601.72 ! I I 1 C3
840.16 �„ ! i l
01
S6 MANHOLE NCDOT STD. 840.52, 9,969.20 40,157.71 30, jllll 3 / I
840.54, 840.66 /III 1 { { S10 38 l
( 5 \ \
S7 CATCH BASIN NCDOT STD. 840.02, 10,001.28 39,634.34 i l / WETLANDS \ '"
RIM ELEV .60
S8 DROP INLET NCDOT STD. 840.14, 10 057.54 39,684.86 1 #{{{{ I11 38•fl 36
s t II 1#I
,� Ou ET
840.16 '� . \ S CTURE
59 DROP INLET NCDOT STD. 840.14, 840.16 10,054.58 39,843.89 00
(! ' -
S10 DROP INLET NCDOT STD. 840.02,
840.03, 840.66 10, 018.05 39, 985.66 AL _ .-�3b
S11 CATCH BASIN NCDOT STD. 840.02,
840.03 9,966.81 40,157.88
31`
S12 DROP INLET NCDOT STD. 840.14 , Nu I { I
840.16 10,466.92 40,004.71 S a
S13 DROP INLET NCDOT STD. 840.14, WETLANDS ji! I IIII i
840.16 10,322.67 39,964.15 � ,� l II j Ij{I
#II # I#
\ q0 _ tN.
AL
STORM DRAIN SCHEDULE PIPE DATA III{ � III 39.0 '-\ �.-�-. --� •.•� = � � � \\ '�
DOWN UP DOWN UP 38.5
FROM TO PIP- PIPE LENGTH SLOPE STREAM STREAM STREAM STREAM
LINE SIZE.
STRUCT. STRUCT. TYPE
NUMBER % {FT) {%) _RIM RIM INVERT INVERT / •..'
NO. NO. CLASS (IN.) (FT) (FT) (FT) (FT) # ,, ( i . �-
{ 37.72 .--
34.75 25 00 25.43
P--1 S1 S2 RCP III 42 106.1 .5
- S3 RCP 111 36 148.9
P 2 S2 .5 ' 34.75 34.75 25.53 26.28
- S3 54 RCP III 36 62.88 .5 34.75 35.48 26.38 _ 26.69 I! If1 r \�\\\.-
P--4 S4 S5 RCP III 36 14T.7 .5 35.48 35.20 26.79 27.53 (ill 1( 28
\ \\ \\\ \.,\ ,,.,.„ .+."""__ _ �. •. r-
S5 S6 RCP III 30 119.8 _.5 35.2 36.70 27.63 28.23 ��= -= = �= _� - I \ •. _
_ _ _�_ _ _
'Ji
\'.. ...^.. '++.�1"+r.`-•-r' `•` -•�""+~ „"' „- ,� ""� ` \ \ ••r .` '+••.•".�•' .•` "- `..w. 1 ."w ..•,- •".'.'. � - - - 35
..- - - _..m. �.� ..,..�� ..r �r r.+ .r• ..-.+ ..+ a• _ ...+' "..• a•• ....�. -,,,-. I+r ��� .,,... w�_ ��. �' IP .•.+. -. �.
36.70 35.94 28.33 28.90 ~ = .�'Fzz- -- - - -�8'!! f / -r = -�' =
DIA
P 6 S6 6 S7 RCP 111 18 113.4 .5 - = _ _
=7 S6 S8 RCP III 24 121.2 .5 36.70" 35.40 28.33 28.94 �� ~ -__. j /,, \ ,�1 - 29 == ^=Co =-.
S9 RCP 111 24 159.1 .5 35.40 37.45 2904 29.84 "--INV OUT 28.45 '- `' - -- ,� -.. ► 1 INV 26.85 ` `� -.. -. 28 ._. - - - -
NV IN 2
CA
P-8 S8
-
P-9 S9 S10 RCP Ill 24 149.4 .5 37.45 37.60 29.94 30.69 18"RCP -` -- - ,, -- ... _ _ '' -- 31 -- .�.. - _...._.. - - - ......,........ - .......,. - - � f 1 ...-
,,.. » .. -- -- 32 �, NOTE. r ,- .. 03 25 909 MARKET STREET
t 34 . �40 RCP '� - _.. - - - _... - _ � WILMINGTON, NC 28401
- S11 RCP 111 24 186.3 .5 37.60' 37.72 30.79 31.72 j -- -• -- ---BUILDING A IS NOT IN CONTRACT, I [phone]
P 10 s
BUT SITE WORK UP TO 10 FEET •,,.,,, ����'`��
11 24 300 .5 34.75 37.50 25.53 27.03 ' 33 " -- - _....
P 11 S2 S12 RCP I `` "" �" OF BUILDING PAD IS INCLUDED IN '+°" Office Locations:
P--12 S12 S13 RCP 111 18 149.9 .5 37.50 37.50 27.13 27.8$ INLET TOP 31.03 THE BASE BID. 11,1' community infrastructure consultants North Carolina Georgia
South Carolina Florida
INV IN 33.94

APPROXIMATE
EXISTING
GROUND 24' ASPHAIL
50
WETLAND BOUNDARY
40
�E*
K#7
0
M
Od
M
10' MEDIAN
24' ASPHALT 24" CURB & GUTTER
PAVEMENT
APPROXIMATE F
ENCELlNE
APPROXIMA
FENCELINE
50.0
50.
'
81.34'
50.77'
2
3' DRIVER TRA114ING
PAD
2'
EXTRICATION
j C
MMERCIAL
PIT
1 B
R
'a `
-
,..
#1:r, i"
u.
,.,
•
r _ «.h s .. .. a
a , cn, .rest—•.z
5
S9�
i .,t h y
v'
'.,x
i. , ,r�-....rW,: ,S.a
' M`.yr'a'":-.+YdEwx:� r.
� �n ��° .A)t3: 3 mil" �` ;:.>x�y
, <'<S.•a y zs,.7:.
,
•30
39.
0'
39.50'
39.55'
38:3�' ' ---`
38.81 `_.. S01
SC
•
37.8
8
39.74'
�.WATER
-
35.8
„�
LINE
SOIL
SP--SC
...
/
SOILS
SC
8.46'
37.82'
36.82'
SOIL SC
SO
L SC
--.,
15"
STORM.
SEWER
B-5
SOIL Cl-B-2
SOIL CH
SOIL CH
SOIL CH
Ul
B_
8
B-16
B�-15
d
e^
M
N
p
(0
h
h
t0
M
04
(0
CV
0)
00
M
00
M
00
M
00
M
00
M
00
M
M
M
M
M
M
M
t6
M
tti
M
-4
M
0+00 1+00 2+00 3+00 4+00 5+00
SECTION A- A
SCALE
H: 1 t� -40', V 1,. 8'
10' MEDIAN
24'
APPROXIMATE ASPHALT 24' ASPHALT 24" CURB & GUTTER
FENCELINE 24" CURB & GUTTER PAVEMENT PAVEMENT --7 //f
50
,WETLAND BOUND
- 40
30
I
—10
—20
O
00
M
av
40
30
20
10
0
—10
—20 y
w 4�SSi t�j►�4•,
0
S
` Q
031251
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ®>.,��►
Oi®ieo�`' 909 MARKET" STREET
�!#�®�
WII.,MINGTON, NC 28401
SECTION, B-•B [phone]
SCALE -
ci
LJKft;m* UN office Locations:
H: 1" -- 40', V: 1" -= 8' community infrastructure consultants North Carolina Georgia
South Carolina Florida
APPROX
MATE
RY
94.0'
21.0'
S6
2' 32.
' 56.4'
FENCELI
E
280' DRIVER
TRAINING PAD
APPARATUS
DRI
C
2'
MAINTENANCLJ
0 T
R
ROW
_.. WW
11
°
SHELE
•
; - •%C.•s
'nil\.:,. ,'+ f C .. ..,....
_
�
.�0
SOIL SC
39.20
-
SOIL SC
h ,
SOIL
_ ..-
,�...----=-•
""' --
--.-.--
37.75
::::7—
� _
�� J27
..
,�,OI
WATER
39.35
_ •
SOIL SC
37.65'
SOIL SP
SOIL
SOIL SP—SC
`
----
SOIL SP—SC
�� �, 28.19
N
SANITARY
SOIL SC-
;BOLL SC
`—
-"`
12-•27
05
SEWER
SOIL SC
'���
` `
$"
��t3LP
ND
STORM
2 •o
SOIL CH
EWER
B
4
S
IL CH
SOIL CH
�.-• '
B-13
B
12
SOIL SC
B--1$
OD
N
M
OQ
M
N
0p
T7
00
M
T
h
M
00
tLi
CV
(6
d
ui
O
Ui
d
00
"i
t7
t3
OV
M
try
M
M
M
M
M
try
M
tq

15' MEDIAN
24' 20'
TEAR 24' ASPHALT CONCRETE 24" CURB &GUTTER
50
BUILDING GAS ASPHALT PAVEMENT DUMPSTER
WETLAND BOUNDARY
40
30
20
10
20
10
0
-10
APPROXIMATE
FENCELI
E
FENCEL
NE
,
'
'
'
DRIVER
MNING PAD
Of
R
SIDENTIAL
r�''i
3
rs`sk't^•�'?b
f;.,'yl �%
:
'k..'s..r'
_.:,-
rc£ ; `;:..`xs€�ri'
'.i�'di..c,#
p
1 ,
38 4
—"�7
38 2i
7152
38 70'
38.483916
_7:
:r--,....
IS�
c T/BAN
—
SOIL
P--SC`"'
38.66
SOIL SC
38.70'
r
6" 38.20'
$
-V,r
28.19
ON 12-
WATER
SOIL SC
_
...._. _ _'
27.50 PEF
LINE
----
LINE
---
8"
4"
��TORM
24"
B POND
SANITARY
STORM
SEWER
8--10 ,�
SEWER
SOIL CH
SEWER
B--11
co
to
rn
o0
cD
r•
N
N
w•
00
tV
O
u?
00
00
ri
M
M
M
h
M
r:
M
�p
M
c0
M
Ui
M
M
M
M
M
N
cq
d
-20
OR
CD
t7
2+00 3+00 4+00
SECTION C--C
SCALE
H:'1"=40',V: 1"=8'
22'
SPHALT
18.5' ASPHALT PAVEMENT
nA%IM Ar—AIT—. -
.t4,
30.00+
30
7-05
JANENT POOL
24" CURB
&GUTTER
24" CURB
& GUTTER
24" CURB & GUTTER
4
24" CURB
& GUTTER
20.0'
2
.2'
175.
DRIVER
AINING PAD
2A,
65.00'
FUTURE CLASSROOM
BUILDING
1.0%
—,_...
0.77. 1.0% 2.
5%
2.0
1.757.
1.2
9.
5%
22—.
38.0QME
..
.
M�
—
"
36.70
,7���
36.33
t.
;,.,:v
.51a
3
,
.25
35.3759
SOiL SC
6
— —
_
--- '-�
36 00
. x :
--
;' w35
w . _ 33
isiiN
T/BANK
re
28.19 C
SO
L SP
N 12-27-
SANI
TWARY
SOIL SC
27.50
PERMAIN
SOIL CH
SEWER
"
STORM
24"
WATER
--__.
24"
`,/
D
EWER
STORM
LINE
SOIL CH
`—
STORM
—
0
SEWER
SEWER
SOIL !CH
B
1
`--. `SOIL
:SP—SC
SOIL SC
B-9
0
00
O
CD
M
h
N
N
!)
M
M
M
M
!�
M
M
M
InM
M
M
to
M
InM
terry
0+00
1+00
2+00
3+00
4+00 5+00 6+00
SECTION D--D
SCALE
H: 1"=40',V:1"-8'
0
-10
-20 • ,os,,
SS
z'
¢ SEAL
�
s }'
7+00 8+00 ���se�' ®• 4�,lsy`,?
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762--4200
U1(vwwr;'hXS0N1Lw Office Locations: .
community infrastructure consultants North Carolina Georgia
South Carolina Florida

m o SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE pm
O fiENERftI NOTES: 1-1 yam, o -v IF SPECIFIED. 1.1 +-a -ta S a } N
+-e ?- -( 1 EXPANSION JOI
C ^-i 2" WEEP HOLES }- " i E - ¢
x Y "--� USE CLASS "0' CONCRETE THROUGHOUT. ¢.�"� ,¢.+• Z STATE USE OF SYSTEM ON COVER Q¢ 8n E 4J-s" a' s" ¢�t�
h {q p (I.E.: SEWER, STORM DRAIN, ELECTRICAL) E- N o xr`x .
Q C7 Q PROVIDE ALL DROP INLETS OVER 3'-8' IN DEPTH WITH STEPS t2" fir, o O
C 'n _q Co ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWING 040.66. � ..) p M ( Q `11..j G) �'' Lt. � p M �' i' Q `�1 � Q » r $" $" 11 _.)z x -4 A7II, OPTIONAL. CONSTRUCTION - Y(XMITHIC POUR 2" KEYWAY OR #4 BAR DCWELS AT o O co x , M x .. � x � ,� TOP OF COVER O O � � � W � ..) x ,�" �. #4 EQUAL SPAC BARS V'ES
S 840. 03 FRAME
i2 CENTERS AS DIRECTED BY THE ENGINEER. ^ iri 1f�i" 12�" GRATE &HOOD Lif OG "� U_
p O � Ci " i X X LL1 Lt L) o C1 � a uj u_:t x Q n � 3rr ¢
x - y USE fORtt3 FOR THE CONSTRUCTION OF THE 807TOR SLAB. Q S p 1 U Ci r .. ! r U = O
{n JQ - IF REINFORCED CONCRETE PIPE IS SET IN 603TOH SLAB 4F BOX, ADD TO SLAB (.» 1Q-1 ~ Q A 0 A p B < E' =OOQ Fd- h:�
Q t AS SHOWN ON STD. NO 840.00. N'O ix- C LLI "'- ' •1i O h O
tohi, Q G)Qr,LL.1 d Qom, arts
CONSTRUCT WITH PIPE CROWNS NATCHINO. O O Vj 0 w Z o 1O-t :T+ e w �- 8'•D" Co Cr
5S" -" ; INSTALL 2" WEEPROLES AS DIRECTED BY THE ENGINEER. . i-i �„ ' �► Ir -A^! q R ¢ oq PLAN �..'
4 INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A E " 1 "4 � L _ _ _ r _ J _ _ � -_ _ _� L _ _ � � � � � i i , W y � 13. t-t
0 t t POROUS FABRIC BA4 OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r Uj p 90 • ' w o t!1 z � m u J � � u CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r G o
CHAMFER ALL EXPOSER CORNERS 1". o.
t � a
Y^( DRAWING NOT TO SCALE. R.
� � TOP „
BOTTOM OF COVERC� „ °? USE
O FLAT
UNDER ExPANsxoN JOI
NT
PLAN 1++ H.
WITH GRATE & FRAME REMOVED
DEPRESSED GUTTER LINE
PLAN OF COVER EXPANSION JOINT' «, r �-g--° •#
BRICK COPING(INCIDENTAL) j}C
� TOP ELEVATION p x o � Z PLAN OF TOP SLAB SECTION S-S o
i- rn PLAN OF FRAME m ELEVATION OC
tL !r7 ij-1ii�"--
1^ 840.1$ FRAME a ! ' l4, ®ro• NOAktAL CURB AND !#U TER ON LIGHT GRADES D- H
'a,' H & GRATE !3 ..� S ti t9 J/ y
_a fn ®o vv +ri fn HOWL GUTTER LINE Q LLJ
-�� #4 8ARrw x 2'_j „ N ",� '�'" EXPANSION JOINT n iL
rM $" A $" iral
8" iv '�' 1-•L , ii -Q Q S m Q $" E #8 "W" BARS N4 BAR " TOP $ Q "•1
--I ' IL A i r i 1 'r rr =10 �po Q -! "'� » n -«{j[ » a USE ON GRADES VER 251s __ELEV� Li .�
D _ �. z @ EO PA E ^� t o M
l� C1 x ( !�win {ori 0 ,Ll ci yv �- DEPRESSEn GUTTER LINE p
co:::/
a 8' 0 M ® � � � tfi � � `+ EXPANSION JOINT � �-0
Q cc
lud - (� ,i / ._. ••,. \ �Mw A tr n ' rr
DOWEL �¢., h D TYPE #1 3r tt -W}^+- j�rr P if. i=r D DOWEL ELEVATION i--
�~ to / •. "� ice-- W SECTION R-R NORM CURB AND GUTTER ON STEEP GRADES co UA
H m SEE NOTE DQWEL(SEE NOTE) MAX. PIPE THIS SIDE N ® 1'Lrr (r _ � " x "it fro x N
m Z SECTION X-X c er1 '' c� � z r v, 0
SECTION Y-Y ; ® o G) �' �� �,
t�i ca �C: 'rl ALTERNATE 1 -10'$ o
SHEET 1 OF 1
�z
W
SHEET 1 OF 1 SHEET 1 OF 1 ` _ SHEET 1 OF 1 SHEET 2 OF 2 SHEET 2 OF 2
1840.14 841840 84
TYPE #2 ASTM A-48 g� * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
t} a 4 a 54 ti a 54 0*#v a V2 Olt a Liz
m n p O tpn NOTES: ,r q 0 a M o 0
C7 1 DEPRESSION n : n H r.t'D INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. w N 'v S as
.�.! N rr 3 -g h� .� STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED f-� .�-f EXPANSION JOINT p. %'
p�„t • � 1' , 7§'8tr 1►• 7h"' 1 Q THE ENGINEER WITH DETAILS OF � tiE PROPOSED ST&S AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ¢ }" . . �p CA z g» E n r n ¢ "�
It rr
}" to Q z ca �a0op 4'B 4'O z~
ep-a ¢ 07t7 to i �$ -r..� .-- 1 'g ,-t c= e'3 c� ro o �a we e " i 1 n » 1-4 c Q, e�
%� tL...i a -c C -i O{ LL. J Q t"1 Z 6 Q _4 � -O•i #4 BARS "V" 8 8 La J 0. r-1
m a - r rM H t O Q y x H x •=1 x ?+ �9' O Q co r-e --t yUFAU" . 840.03 bFAAME Q Q ca=
H --f N t { to " L7 Q zi `# LLL ! xx LL 00 n 1 i L" 1 j r2" GRATE &NOD w ¢ U. "
��nm G G E , E �QTn 1" ¢"A�"QCD
"np s \ ¢oc',�o.,
.. - t alit:=0000 � T' '� 't3 t 1 co 1­ y 0lmq tL ZHptQ"pT1 1u thAso
ix- GILJ ��� 'tL \ fJ}x•U
z H ' n m IQt -,f M y m a v F---- B=•D" 0 WCC
" A 1 �`� i"'r?-s -< a, w ,r r� a 1-4 { w r � � r��n R � to P� Ah
f a" o o r ` O m :L ++ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES q o
0 SECTION G-G ttt a
M'- H tE Is - - TOP N„
ro 1`-41" 1r-aye„ F-•'i-1 ' :! i. PLAN SIDE
r "v, 07 m USE ON FLAT ELEV. EXPANSION JOI
r t tr a tt PLAN OF FRAME ELEVATION GRADES. 28s AND uNOEA
i -7%8 1 -73�8 PLAN SIDE -
aa _ S 3 G l r
CAST IRON ELEVATION j
_ , » u DEPRESSED GUTTER LINE
- EXPANSION J0IN7 w
m ow PLAN OF GRATING d' Vf PLAN OF TOP SLAB SECTION S-S ti
:g CC
wo 2'-81/4 CAST IRON � � � � � � � � � ELEVATION ow
!- 141*i" �""' ® r" NORMAL CURB AND GUTTER ON LIGHT GRADES
t'-n ' '8----------= CAST IRON , Co
CAST IRON z _. C tC-'n Z L
w � � ELEVATION ELEVATION �`�'[[' la �Q EXPANs10N DINT twatou QvrrER LINE ja N ja M
Q to '� m .f L�` •') --} n rr 8» E� #8 nW» BARS a #4 BAR " TO,EV. g» d iI.
» USE ON GRADES VER 2% - D
�u- �grr et t, o� �p tini>ri PCE -•.-_ Gi�V
_ "i v �$/8 a #b BAR DR C C'� ?+ ! -- -„ ( REPRESSED GUTTER LINE Doc dS
{Zr 1►f 1 rr rr a sE " #8 BAR csi y Y 8 -0 t <_
r�tt t n 1 L3 i iu B7<rr c i ° r o t7 ,r EXPANSION JOINT _' ® Q
0 18 3 -3 „ E4. o C� QALV D. i"-
2•-3 - '� t7 lt, 1�je 4/ Q t7 » n 1 ° B 1 +� M Q
i7� �C3p
Dp j/8l! �8ft �8ii �81J L� f . i0 U
rJ k o t-t co {� .'
D 7 -o DOWEL ELEVATION t- t- '
p A r .3 -0 SECTION R - R NORMAL CURB AND GUTTER ON STEEP GRADES L1C N
SECTION H N Z tor
-
,!3 31-2'r r- rr _ M 1. u! Lii POLYPROPYLENE a
`� *'� PLAN_
fri O. 1�t4 O yr2» SIDE PLASTIC SIDE M Z O
w 0 LU 60 D! �» r--- �, e ELEVATON PLAN $$
Jrto
(� COMPOSITEELEVATION LLI Q
CO
O 3+_ 1 " iv CM 13/4 r, tV tit a " ih REINFORCING STEEL
(37 , t!
3 -6 r !r
g ELEVATION #3 DEFORMED 12" NOTNUSE IN
TEFL DEFORMED
SANITARY SEWER MANHOLES.
SHEET 1 OF i SHEET 2 OF 2
DIMENSIONS AND QUANTITIES FOR
DROP INLET{BASED ON N. HEIGHT, H
DIMENSIONS
OF BOX
& PIPE
CUBIC YARDS
COMO. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE1
SPAN
IWIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
" =.,
C.M.
A.C.
12"
3'-O"
2'-0'
2 -0'
0.222
0.222
0.692
0.015
150
2-3
0.848
0.02318'r
2 -$
0.7fl3
fl.039z4"
!20*02j4g
3 -O
0.014
0.059F.0"
2'-0'
3.8
0.222
0.222
0.92b
0.092
\ SECTION 8-B Lu
.-
4%u 2r-0�rr,__,�' \ / \ MINIMUM WEIGHTS - LBS.
FRAME - 180
+ COVER _ 120
SECTION A -A i TOTAL 300
\ / SPECIFICATION
\ / CLASS 30 IRON MEETING
MINIMUM DIMENSIONS
AND
QUANTITIES FOR CONCRETE CATCH BASIN SASED ON MIN. HEIGHT, H,
WITH NO RISER) •
DIMENSIONS
OF SOX AND PIPE
COMER
DIMENSION
CU. YDS.
CONC. IN BOX
DEDUCTIONS*
ONE PIPE
PIPE
$PAN
IWIDTH
WIDTH
SPAR
IMIN. HEIGHT
BARS-U
NO.
LENGTH
BARS-V
NO. ILENOTH
BARS-W
ND.
LENGTH
TOTAL
L.BS.
TOP
SLAB
801TOM
8
•
M v
D
A
B
C
0
I R
E
F
C.M.
I R.C.
12"
W+-Oo
2'-2"
2'-8"
-
-
0.936
0.772
0.016
0.026
16"
3'-O"
2'-2"
W.O.
0.985
0.829
0.023
O.OSS
is"
3'-0"
2'-2"
3'•3"
0.235
0.887
0.033
0.045
24'
3'-0"
2'-2"
S -9'
0.236
1.001
0.059
0.085
30"
W-O"
2r-2"
I S'-40
4'-3"
i7-2"
4'-OP
4
1'-6'
2
W-9'
3
3'-9"
I 39
0.123
0.921
1.433
0.092
0.07
36'
W-O'
1 2'-2'
13,•10'
4 -8"
1'-8°
4'-0'
1 4
1'-11"
3
W-9'
3
3,-0"
43
0.161
0.358
1.714
0.132
0.178
49"
W-O"
2r-2"
4=-6"
5 -3
1'-6"
2"
4
1'-B"
2
2'-i1'
3
2'-11"
32
0.i12
0.318
1.TS6
0.180
O.=
48"
3'-0"
2'-2"
6'-Orr
6 -8
2 =0'
2°
t31-2"
4
2`-3"
3
2'-11'
3
2,-11'
3b
0:f46
0.362
2.D52
0.235
0.317
64'
W-0'
2'-2".
W-7"
6,-3"
2'-7°
4
2'-i0"
5
2'-tt"
3
2'-11'
41
A.180
0.388
2.38T
'0,28T
0.40i
C3 �
Lu
SHEET 1 OF 1 SECTXON -E - E SHEET 1 OF 1 SHEET 1 OF 1 SHEET 2 OF 2
840.16 SECTION F - F ELEVATTflN /•�
1840.16 844 a 66 SECTION A -A 840 a 66 F846.62 *RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 . n;
GENERAL NOTES - '' -y - 0 C7 � » » "Co p -p _ *-1 CA
"Si r~ f INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL 1-?. t"+-1 i2 12 t-C�1 u"E",.y
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. CENTRIC + L T B ¢ Q d [-I• `� 43
CON DIAMETER WAL OP/ OTTOM AREA OF STEE4 e[)Q„ H :2r NOTE; USE TYPE „Frr AND r+Gn GRATE z SA it Q ¢
�pppo� 1QGCj Hpt� UNLESS OTHERWISE NOTED; o� GGj
1OL O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE SECTION {F T.) THICKNESS SLAB 'THICKNESS PER VERTICAL FT. t-t p C} r . o � �t7 � -
C "1i CA ACCORDANCE WITH AASHTO M199. LL _J t-t 1-s to LL J CL t--t p'1! .� -Q-! i _j a. o
S } n (IN.} {IN.} (SC. YN.} ogco= '" �-} y BRICK o'•�.' :.vC`9� oQpx !-! � m h OOca=
t-i ") „3'L ASSEMBLE RISER AND OWE RINGS WITH THE STEPS SPACED 12 %•, t)i p Cy --t MASONRY M to � LL � 0 p n m � ���cc
Q C) FROM THE 70A TO THE BOTTOM OF THE MANHOLE. 4 4 8 OA2 hto Q Z YYd
"Ti Z► .o . oqc • oo CONCRETE fILL QuQM� 2" max
W x Q WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
x Q b 5 8 -0.16 E,, x . t•i x CA Q C3
x LD
"O 'T! THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
Z D-t r. » ' g 8 12t 2:""O '11 _ - „ !^- x ~ z 1-4 # N h T f` � u�{
t:7 o y OF $ ABOVE THE GROUND AT OTHER LOCATIONS. 8 0.18 O O C Q H __ • . • fJ� Ls. tQ-4 o _ _
p )"" U- O ••I
ill
�g � SECTION
cc
M
�• a z _ + _ SECTION LL CTIO MM q <L
LIMIT DEPTH OF FILL TO 301-0" FROM FINSH OWE TO TOP OF t = rl Z "y in - , d': otoo +} 3> �" A >a
�'+'- BOTTOM SLAB. D t-s-s -G G' o , od Fe «� C�-__ _� A ALIGN FRAME WITH INSIDE a f..N
a_
Q O ° THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE CA '
rr o p tdJ C1 Q O r -� E� EDGE OF WALL TO ALLOW - r Lt! p
2 THINNEST PORTION OF THE `TOPISOTTOM SLAB. ALTERNATE CONE SECTION GRADE RING ' 2 ' o z ��--� FOR VERTICAL ADJUSTMENT •o: 1" t CI
• TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB RAS o o. MIN. AREA OF STEEL
C"� WALL SECTION :a:' c ��
111
A DISTINGUISHABLE TOP AND BOTTOM. ECCENTRIC CONE _• IS fl.07 in.'t G� L
•-:: r
SECTION - BB
� SECTION OF MASONRY SECTION OF CONCRETE
m 'a 2 'W' $" Max. SPACING PIPE PLUG FIFE PLUG, �.} SECTION - PP srcrloN - NN
,, ADDITIONAL LOCATE WALL REINFORCEMENT ® » .
�° T MIN.
CLR. #4 REBAR IN MIDDLE THIRD OF WALL o PLAN = 4
�, QUANTITIES00 CO
Q = x FRAME, GRATE, & H000 A5S`Y N'rt�
iv H '� 1..92
oil.- OC �} IT1cc f-i
' L� « "'� rt± PIPE CUBIC LL. C-7 '!7 - -- ' S, tL 0
p 1" MIN. USE MIN. AREA OF STEEL IN TOP STEP STD. SIZE YARDS 0 ia+ m ti „ yy
{g CA
IT,
CLR. SLAB"OF #4'S 0 8" CTS. NO. 840,86 N
. ° EACHWAY/EACH FACE *. AS H Q Off. x 12" 0.029 t»1 p v x
FLAT TOP SLAB {{CIRCUMFERENTIAL y-.IL
a REINFORCEMENT} +Z U? u NOTE: NOTE: x Q
Cp RAM � OA,>a 81t.. ,�. a 15 0.045 o� to Gi -4
EITHER BRICK MASONRY OR USE PAY LIMITS {C.Y.) FOR PIPE PLUGS
D ADDITIONAL #4 EACH rn1O tFaRt,xi NO'� ® - Q D 12" IN THICKNESS ONLY. = �' •-i �'
SIDE OF OPENING {1" xRAMO DE t,�wtxaa NO.37 ADDITIONAL #4 EACH LQNGITUnINAL "00
2' 1B" 0.065 CONCRETE MAY BE USED. I►
C a BOTTOM FADE aw.0 SIDE OF OPENING (1" REINFORCEMENT {MIN. Q ':Q C7 0 ~ '-I C7 K
y CLEAR OF No.4o FADE RISER As = 0.12 19.2 FT.} tt; .►� &0 T► CONCRETE K. JUMBO
MAY BE USED IN LIEU 4F tr.gj :
v CLEAR OF BOTTOM } + 24" 0.116 CLAY BRICK. JUMBO BRICK WILL BE Q y �c7
A PLACE BRAS •DIAGONAL 00.E Q v r =) l!*'� Q PERMITTED. o �, w v SECTION AA
N TO CORNERS (TYPA It ;4 oft Q
MINIMUM
DIMEti8IONS
AND
OUAMTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H. WITti.NO RISER) *
DIMENSIONS
OF
BDX AND
PIPE
COVER
DIMENSION
CU. YOS.
CONC. IN BOX
DEDUCTIONS
ONE
C.M.
PIPE
R.O.
PIPE
I SPAN
I WIDTH
WIDTH
I SPAN
IMIN. HEIGHT
BARS-U
NO.
i
LENGH
BARS-V
NO.
LENGTH
BARS-W
NO.
ILENOTH
TOTAL
LSS.
TOP
SLAB
SOTTtMd
SLAB
M"M'
M tt T
0
A
1 B
C
G
H '
E
F
12'
W-O"
W-2"
..
..
W-9"
0.236
0.772
0,015
0.028
is"
W-O"
21-2"
S'-0°
0.235
Q.829
0.02$
0.038
18"
W-O"
W-2"
3'-3"
0.236
0.887
0.033
0.049
24°
3'-0"
2'-2"
3,•8
0.235
1.001
0.059
0.085
00"
3'-0"
2'-2"
W-4"
a-30
1'-29
4'-0"
4
V--8"
1 2
W-9"
3
W-9"
39
0.123
0.321
1.433
0.092
0,127
se"
W-0"
2'-2"
W-10"
W-9"
I1'-8"
W-0"
4
1'-11"
3
3r-9"
3
3'•9"
43
1 0.161
0.358
11.714
1 0.132
0.178
42"
3'-0"
2'-2"Je
4
32
O.H2
O.318
1.T38
0.i84
0.243
48"
3'•D'
2'-2"
6'•0"
5 -8
2'•0"
S,-2"
4
2,-3"
3
2,-21^
3
2'-11^
SS
0.145
0.362
2.052
D.235
0.317
64"
3r-0'
2r-2n
5'-7"
0 -3
2'-7"
3'-2"
4
2'-i0"
S
V-11-
3
2`-11-
41 10.18010.380
12.387
1 0.297 10.401
0 = �3
i it
rev
_ T rn Cf o
K +N N ill _ G
N w
a NO.ss 1 r r < Ci C3 , SD 0.182
'Q'.'D CJ3 SB" 0.262 O Q L M v A7-
> to
z
m z ��/ .`, FRAME &GRATE !�, �� ��1 = = r! 42" 0.958 txI) W n ® SECTION - JJ x n Ci
FRAME PLAN
a =W{!1
_ _ SEE STD. 840.b4 G! u „ 3r-OT/ n 53' r+ 1•4 Lu
G3+ Q 1 q 1 a a trS O
----
�i1tt tt ! . T a FOR MANHOLE BASE .2 M C?t 48" 0.466
ij= = tit r t ! r�i'3� +� RING ANO COVER. o . .�' �", Q a T� -'11" i R 3" R
v REINFORCED GONG. x fi4" 0.889 iu 0 N ®7D - 1' -
FTO. SEE STO, ~ i' Z "irt O
j^--
' RIL
EQUF{� IF C 60" 0.727 u 2 •0" t,�"
USE MIN. AREA OF STEEL t REQUIRED) �'ii
brr sn i rr r '� r
i , IN BASE SLAB OF " .3rr 3r_0" 3 n "rr '
�______0,12in�PERLINEAA______, W
�. �' .' FOOT EACH WAY SECTION - KK ;- t ,r
SHEET 1 OF 1 MAN flLE OPTION TYPICAL MANHOLE SEC_ TIQiV sREET I OF 1 SHEET 1 OF 1 SECTION RR
2 GRATED INL9 OPTION [J 84tD a 5iz 84� a 7�1840.71
SHEET 1 OF i HEET 1 OF 2 R
4� @ SHEET 1 OF 2
8 84Q a 7`t 840 a ®3 HOOD ELEVATION 1840.03
11 1K)!�I
q PRELIMINARY DRAWINGS
T RELEASED FOR CONSTRUCTION
a' SEAL -?
031251 909 MARKET STREET
VALMINGTON, NC 289.01
vv.m (910) 762--4200
ffAll rr131n/i11tL`! Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
PIN
I�

I I I I I cr/;__ _��- X
Project No.
1 1 1 I .
1 -1106
I i i i i i i-i i iFn_1 I I I I I 1_1 I I I I I M
I 11 ... 6.� I
- I Date
F/C P ".--- I
PPIL )) 1 12/19/06
c P2 Drawn
IV, I.,.*. 9 - /'�,N�At t> .....-1.. ..
Di�Y
. , C .. ... .'--... R25.5' LOOP ROAD LOOP ROAD
�, .r
R25 I Checked
.'"`.` � 21:5i*, .. , ... .'. F/C P17 F/C Pig , . F/C P79F C P , Sd�..
. . . . . . . .,.,'.`.`.`.'.".'. . . , . . _ . . . . , ,
- WET 10..... ....... .. .. .. .... , . ....,�..�...�.�. - Revisions
.... ... , ....... .......... . . . ... ....`.•.`.`.".`.•.`.`.`.�..`.•.`.".`3�.'.'.`-'-'`- �GUR€-"�E•RA7faiV�ATI.0�1•'-'-`-'-�' _-
..... ............... ..........,......... ,.,. ... .... . I
• . • . •lr•i ` V,y�y .q .y,,,r ,.s,,,�•ys• .r . .
c
81
A11
G A T E
EC. GAT
y � I
.�.�. ... " .. R1
P7%�� R .5 R11.5'F/C P18 + � F/C R12 0 P82 . � . ` / \ I
oo.`.`.`.`,`.".`.�.`.`.`.`.`` o R 5 6 5 t
0
AL
AL
Is
t
Az
.�'� O R5.7 g'� 41, R6 5 151 R 5 cJT •,�. '! t9�
�- - v .�' I
-P � - -
N
-,- `!
+y 4
S7EWART -COOPER-NEWELL
F F F C P 4 LF `- """ ARCHITECTS PA
,a� F/C `
�► P8� .j
�.
P27 ,'.".
TT�s MWING Is THE PROPEW OF
:•'P'
`.:: - . =
• j sTEwARr-COOPER-NEWEti MCFITtECTS PA
► «err ' ? x AND . SUBJECT N FEDERAL NCF COPYRIGHT
,:.m.:=
.,*+.. + ...."..... .�.�.�'..,.....'.."�..,...���..,..*."......-, I ..... ­
22.5 LAWS. THIS DRAWING MAY NOT �
m
REPRODUCED, MUSHM OR USED IN ANY
M
f �
WAY A R -CO THE WRITTEN PERYtS CTS, OF
"J d• PA CTS - ARGHfTE ART -COOPER NEWS!!. ST£W
0 111
U
i�6.5'
, .
Pi
� A
`f` "."
eq
' 1 i 4:5
. .....:.."'......"..- .`;
I ... IC GA..... F--.*** *
. '. -�.."_._._
`f.2 .
` •F `
`E/�.
22.5 ,f..Ne
�
..
Cl.
`•D. .
2s- • P�2p
/C P12
' -F
. `P25
F C
,C
P / zi
." .."% ..
F31', f
.y........ R .5
COORDINATE DATA
POINT
NORTHING
EASTING
1
9809.99
39406.58
2
9877,58
39440.13
3
9827.31
39468.15
4
9855.17
3947296
5
NOT USED
NOT USED
6
9803.26
39532.06
7
9844.09
39496.27
8
9853.42
39506.26
9
9794.54
39560.42
10
9890.04
39662.79
11
9948.92
39608.63
12
10025.73
39655.78
13
10042.62
39634.06
14
10057.07
39638.13
15
10067.06
39547.44
16
10081.46
39511.50
17
10072.72
39522.02
18
10119.01
39562.09
19
I
10137.14
39540.21
20
10105.56
39604.01
21
1 075.35
0
39680.13
22
10096.07
39717.18
23
10200.10
39746.53
24
10191.59
39733.74
25
10194.30
39724.12
26
10217.52
39715.46
27
10306.41
39660.68
28
10242.23
39722.43
29 1
10268.66
39739.23
30
10 254.00
39791.20
31
10249.94
39805.69
32
10241.79
39834.57
33
10192.18
39628.45
34
10211.43
39633.88
35
10292.29
39656.69
36
10183.96
39766.92
37
10204.72
39803.82
38
10196.54
39832.81
39
10159.52
39853.54
40
10065.12
0
39826.90
4i
10044.39
39789.88
42
10052.54
39761.01
43
10089.56
39740.28
44
10026.97
3969230
45
9988.76
39707.18
COORDINATE DAB%_
POINT
NORTHING
EASTIN
46
9971.38
39768.77
47
10017.04
39781.65'
48
9967.90
39799.31
49
9932.63 `
39820.48
50
9922.10
39857.83
51
9972.19
39872.02
52
9905.15
39917.88
53
9955.26
39932.01
54
9896.99
139946.76`
55
9917.73
39983.77
56
10035.70
39960.95
57
10058.24
39881.07
58
10095.26
39860.34
59
10177.15
39883.45
60
10197.79
39920.44
61
10175.22
40000.41'
62
10138.24
40021.05
63
10056.44
39997.98
64 1
10131.72
40044.15
65
10013.26
40010.73
66
9976.24
40031.45
67
9954.25
40017.26
68
9915.85
40006.10
69
9893.91
40083.85
70
9933.43
40094.55
71
9889.66
40121.62
72
9925.90
40132.97
73
9955.49
40105.00
74
9964.60
40127.79
75
10093.71
40178.89
76
10130.18
40160.09
77
10152.45
40081.17
78
10461.10
40160.57
79
10364.20
39,604.25'
80
0 67.74
1 3
39 , 632.26
81
10435.42
39624.34 -
82
10417.41
139646.28
83
10600.32
39697.83.
84
10431.21
40304.76
85
10306.41
40304.76'
86
10194.80
40037.00
87
10188.27
40060.11
88
10086.74
40126.70
89
10019.68`
40064.83
90
10120.50
39963.62
91
10106.81
39915.77
92
10144.53
39818.14
93
10104.55
39775.68
94
NOT USED
NOT USED
95
10275.01
39667.28
96
10014.13
39735.11
97
9996.06
39754.95
98
1 10013.67
39873.33
99
9991.49
39951.93
100
9944.66
39533.49
101
9967.28
39534.27
F C P24R6.5'
P29
g'.'
'P.f:Q.:' `
6.5'
. "
• •,",
F/C P22
F/C P23
` `
Jr�_ •
22.5'
.-,'��-�
P43
P36 R6.5'
P.
-�-,
�.'....�,
:p'
9s.''
�.***:".".��.:_:.�...--:....:,_...-..:�.%.�.�
:.--,�:�.*-...
••
.-�.:�., �.'
;'. .�.'­ .:o•
3: ..',.'*.. .�,...:'.*...,�.-.�
.' a'. -,, 3
....:J-.
,-....
:':''.
:'R'•,''
93•.:•
N .
,.
R
c
G
..
P4 2
:�'�':'.
:'
R6.5
:78.5
, -�
1= ..
:�V I
" o ` 4v ' EWEQ
9
' -`-:i Q �
0 y
` �1
i o
�c
F
c'�
..`� N
oa
UC,NO.
•.. �� ~ w : 51313
P83B ,. .+ � . .
3t,
-.� R211.31' I I
. `� I - G
. ' �.:1 oia qST �
" � 1 I i
•
.a I
w N
o
..1.EXISTING STORMWATER POND I 00000
. 4)
0
.4
`P
.83C. .
N
1 d
viN'
I
.r�
s
m E.
+
�•- css a> o
O . " F'- s
:=o®3Z
-. ,X.t.*�\N
Zo o .lc
v
R6 .5
N U
` a'
to
,� C) 8 30 7'•
r
.®
P` Cr+
. ..,., 1.. %� *. I I *.*1. �'..,.,_,..I1., -..-'*.�.�-I'.-..-"...'.,..'...',.�1.. '.�....-%. .._"---,,'....-...I
2 .5 3
''
2
ii
`.� f
'.
rn
..
C P 4? P
.4i
:'•.'•'. .:.'. '.::'' :::
8
-4 o C
�. :
so .:: '�
m I
CURB "
N P D I
�1 0
R P RIVER TRAINI G P 0 OSED D
` t
1
�.lJ
U
o�
wr• TERMINATION 40 ` 1 �,�,
F/C
pgg P39 111.5 ��W 4 . k W I Q� -N
24' F- R• 5 1 o I I U
U 42 1 j I U
P59 R6 5 x
. I
F C P85 P$4C -a-+
F C P / 49 ', R100. I ,� �
76
At A m .>
R �` 5
I.,C 1
:'# 0 '
` . "6. I "?
• 0,. .
5: P60
�.'
. `. ALTERNATIVE CONCRETE ,l 1 I CL3 3
1
3
.- ...
NTRAG
m1
l {
T AT CO TOR S.
C : � " PAVEMEN ``• � 3
/ P51 . .
:,...:•..•.•... ............::... ••...•.
.; t � ..�. y l 4
" F c P5o - ::.,•,.... : . • .: •... •.,: •......: '•'. OPTION.
. / .: •.::••.:, ..•. ..•,P.�1_.. ..:...;•..,•........... •` , `
w I
C
a;::: f tb
•.5$ 1,6. 32.6i 6'.16. ti ,! I C
•i !
22.5 22.5 c� -/ C
.3
42 34le� !
62 4
' ✓t I a
Ut _
ai
`7
r
co
, !
d'
. . * .*.I*'."."'.%%_..*.%,
-t 1
`I o
�D ! co
F 5 I
•C7
1�9
�' ' :':' '
`�- .
�.._
-v 60
u7
./
-t G N ,;��
tfi
F C P53 I cs5
-i• o
cta
/
�.
Gi U
I •ao
` i" U
.o ai d-
F C P5 2
�Q
-
I
c
0
d=
`� o
'5
....
q
`i
C7
;: -
1�_*_' .' a
Q�
32:3
a� a
PROPOSED LEG ND o E I
Z1 O?
to O
I X
F C P 54
r-
F c Ps6 R85.35 r- vin.•...
1 /4I ".. .
.. Ps3 R6. L1J
Ps4B ,`�
.. 24' SEEDING AND MULCHING / I I
Ps5 P 4 R6.5 "`" �' �'� � I
I \ I
F/
C 87
I
s I
.� ,�
I{
I /
ONCR NT
•.r
I
C ET PAVEME
- R31.
E
13
'•f23
s
P 8 4A
F
.0 ••
C _ P6 7
\ _Z/ <b
6 3. .
3& AL-�
P 6�.
'S
3
. 77 P \
'•
,_. '- '1
I
�-
•�''� �••
P11
' I
AVY LT PAVEMENT HE DUTY ASPHA � �''
I
O
I
'� .o
I
..,
••.
I
41: 34
••`
�.
. �--
IDEWA CORE 22.5% S LK 5 X5 SCORE) •�. I
Q
A.
%%
AL
NT
81. 4 N v ISO N ME x I
3 -1 E 1
�. A RO
l.lNA
�- HC
T
.
N
R
:...% _
r"T�""•'�", " .. . - �5�10� ® '`. ante and Settin s cwih M Uoeuments 12 15-
CURB RAMP TCOMM 9� �Y
w MEN 7•.
M A N A G E
`,
I
.f io 0
TE RQ
WA 7 N F �
'•.: DIV
ISION 5
.... . ......
Is
DIV �3
V
- N E
. - E
FE C
P
�E- ..
ti '•R • •'0 • � � •1. 2 e-
•r-
� 9
3
P
r
S: 3.. Ar
:'4 3 t�
N
�2
G
r
N N
8
GATE
0
0
0
0 M
0
1
S
O
6-
'I
0
3
r
) .5 P7 4 0
CONTROL
CO POINT
P75 OL 01
� 5 :
P
P72 E\. �0
. P7i 7iA
`I
OZ
P74A• • N � s' �
. • 75
74e ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS NOTE .I �:-�''� i�
.'.'.'.`..'.`.".`.` 8' _� _­_
............. .... R POINTS ARE T
.....
............ ."....-.'
'' CONTROL P MARKED F f C 0 FACE OF CURB. z
.. .. .
... 10�rl
'�. 14 F/C P78
PUJ W --w
U J, �
.. .........-.-
...
...
,
P75A MAR d 2 2�� � ® GL
=-;, ".:r 50' '`~` . .. CURB TERMINATION - - 6' ¢ 7-
;e 4,13„W 19.0� �F) `+ .. ... �- 3� a a ��t„v 3�ta�Z 1�1�
Sp8 0 pOT MON 10 S�0-0. - * . . �.�.�. ` °3g 01 W Ro F W
0209949.S3„ `- `• MON E) . .' -'S05 z
..
1111111�
N0� MON (F) E 2340164.35 W 2�� 3; ` �`:. . . . `.+ DOT ..�.-. . .`.' _ 74.84, R 1492.78 909 MARKET STREET � O C)
WILMINGTON, NC 28401 Z W
209790 91 "'".' .2340Z73.34... . . . . . ARC-3 (910) 7s2=42oo C.
E 2340147, 55
COORDINATE DATA
POINT
NORTHING
EASTING
71 A
9916.23
40129.11
74A
10012.39
40155.30
74B
10016.97
40157.24
75A
10075.53
40217.77
83A
10584.75
39753.15
83B
10540.38
39811.16
83C
10541.29
39884.19
84A
10461.10
1 40160.57
84B
10445.61
40110.78
8 4C
10548.44
40002.72
84D
1 10545.71
1 39957.42
NOTE:
BUILDING A IS NOT IN CONTRACT
BUT SITE WORK UP TO 10 FEET
OF BUILDING PAD IS INCLUDED IN
THE BASE BID.
Cry
Office Locations:
TV) C•->
a
�
community infrastructure consultants North Carolina Georgia
U = _
_<
South .Carolina Florida
= W
C�
COTE112-
w C- C.3
z�
0
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY
.<
OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR
WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES.
THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND
TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CON-
TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT
ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER
CONTRACTORS AND TRADES.
s
! I

it I � I
'� t��--�k,\ ,—
%% , 11 � i I ff :�Z.;_Lli I I 1 1 1 i I 1 1 ! I 1 1 1 1 1 i
�, I I I 1 !
%\ it
\� Ill I i I It I I 1 1
�\ I I i I i I 1 1 ! I I 1 1 1 1
%� \ \% lli_�._L;z__,__��__ --JA --- i_ __ 1 1 I � I I � I - I i
�11 \ — �_
�\ v)6
1�' I
%,
`��\ 11 I I I I I I I I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I \1., —1 -1
�,
� , 'Ilk N=210788.55
1%
35'
%, �Z-. "' i I // 10— I L:!� "�
L "I
, -------, " 4::
*�11 - E=2338521.98. 1�, -, C_
\ 1�11
a
I A. �
=
I &
I
�
�p
1-40
------------------------- f -- - - - - - --- - - - - � - - - - - - - - - -- - - - - I .1-1-11 -- ---- I - - - 11 -1- --- , - . . - It
\ � *\ - I I I - SIDEWALK. SEE HANDICAP WHEELCHAIR -14- 1 1 .� .
11��_.� - ,.t t N26-30-30-E - — N26*30'30"E- ILL. - RA a
\ , 1.1- 11 8.37' 52.081LtA U. - 'q- SHEET C7.2 MP (TYP.) SEE DETAIL --4- �_ . I m RD
k I SHEET C7.2 "
. __ - 'I) ___ __ � 1h
'�-��r.��.z ­,�,,�,-,�r,', "' , .— _____________________ . ­. ­_ --- -I--
, ` , "I'll - L - - - � 1-1 .: = I 11 ,_ �
. �!�,,�, I -------\- - �
, �", �, ,� - - I ___
�� � � _,'V;�,"W*11 �.",_ ,SL.�,i�,&� 6,-,N,,, �V 4 0
­ * - ---------- ­ ,
"'�' �% " _� g,,��­,,�,i�-� 0 1
�, �� ME"', "
,��,�.._ "I ,�11
-- �',gj
- 1 ,W� 1�
� _ ,
K�', , ..
,,,
1_4 �` `�-,`�Z'_I'ip�4411'1 11�
I 1�;�,`�__�t,�Z�X'11 �'�`__N 11 , �13�_Z �'.,,�,',�,,,',�,,,'gg I _`
,
� , (5 1
_.;� � , , � �, xll� %
_�
, �i'�4,�--,,,g,, V, N'��,",',,��, ,,,,, ��1�11`1 _­ ­9 AF 0) 0 co"
" " ".�
��... 1. , 'x
__,11pzzz, LL ..... �,.'� "-�,'�`�g�j?=,",�'. 'R 1�
,
"N _",, — I
""'
-
-
L ", � , " , ,1�2
­­ ", �,� �,
'i ,�,'.,�,."V, '_W,� ,", . .... . "I 1 Ae KM AV N
,� 12 42'R 12 42*R 1-11 I 11 I I'll '. �,
35'R ­­', I ,.Z�k , z
,-,---,," "' "�,��`; 1� ., ­ I 2 � 41 1 �. A 4 0.,
-,�,'7 , - '� ` ,, i,l
, "' � - ­1111-11111
�, . 'I', 11­_
., `�`,* .... v
, -1 ­�',11�11'�, ,
k ��, I'll, - ',.,�', '. , - - I I I I I I' I ---- 12' 1
vt, . . . . . . 11 , 1, -.i,m­,��, __11 , I � I III I I I A I I I I I i I �
p"', -1 I 11 _�
----, " ,'� ;_11.1;,.�,,-,,, - .�,�, �� I I I I I I I I I I I I I I I I I I I
� , _6z % , "' ,;,.��
1_ � , , - "I
,7 _� , I I
, \ , -...".-I" ­1_1 __
,,,_ , ", `11,� " ,, ��q, I
- I �'0'1� 11,�_11, - I- ---- 7� - , , .
"I,i . .,?" 11
ffiti:,N,'.�4 �i�,,�, ,, g'. , �.�.,,
� � .,;,Nm,n" Y,��,, , 41�kl,-1111 11,'VI
\I _ , �a,,, ., ., $ -
� , �.%p .'o", L� - �,i� �7i ., 6. i - __12
, ,�,�..'�,,,,��l:,;"�oo�7DS--."�--, �
_____ �,, '.. "m OGAW5' ��Jv"­uv�,-,z, �­�. "11, -�1.1.�I.",Z,Z"l��'-���.�;�,,�,�,��-"�",�
- � , -0 , I,, � ­_ '�,"`! ;�
...� . ,�
%� , _� ,". '' ­­ � � ; � .
�! � �', � " , ,�� 0 - . .
----- "I , . - ­�­, -_
_____ , I 'D
..... _ ,� " "
-
-- I 111. ,_ , 1_1��1�1'0$�!Rl 310111-111,11, 151414 ___6' CP ap I
___ \ 11�."Wl ".".-I ,;7',' '11,,,§.�,; - - I
", L,% ", "', - -
, k
NITII�
8M �� -,�,��*-,'�,'4-1`�'.` 111�1­111
11 A ...... -1 I., � IN -- �, �,,,,, , , Eli � I
I %�t / I 3'R 1, "', :,1 109, 1 1 1 1 % 71,1r / .
1 1',�-'.4 rr,;, — __ ) I
_�11 i i ;�::_,�,-� . �� Api 4 I I
�
�
_
_
_
_
_
_
-
_
_
�, �_ ­1­1­11111 , I I I
"___� 0" I I I I I I 11,1� ­11'1.�� *R 9 *R 1­ ___ � 6p BOC TO =� 11 I
III',.,% I I . ., __ �,;� - fig I
_�', ", .11 .1,
7;?,,�L' " �,.,_ . " ­�
__ "
, j,',� .
, �',',_
"5 .1; .. , ,.:,, R­
,111 ,,� 1
7�?,' ,;­,��­. � ,�,��,',,-'r,"!� z ,�,,gm
I I I I 1­11, I _.�`��Z,,�,, I BUILDING -
j%% I I I 1� 1.15 ,� 6 -_ _�
­111­1 ,%,�'r `�R�,;,,.`�,, � .. . . .. �, I
, III - ,� ­� -�,� ,_ 1. "'."', I 1­7 I _/q I ,
I I I "t I , , ""N", ;,� 171- - - - - __ ,
13, ,--:,,­,_,, ­',�, 1g,
,011,�A. ,2�,��,� 1, ���,- �L �' �'i g,-�, -_
, �. I � Ili I I I 1 I I
: �� '�', �' .��,,,' , - I I I i I I I I I I I I I I I I , i I I I �
%%Ili I �`,,� "", ",
,
III 1: ,;', '!,,�',',��,111 __ -'gm- I I I I I I I I
tilt :1 ��'N- ."I'M VICINITY MAP
I ­gm,,,�_�'a,,,� ­1111,1­�'!_,, — I
"S" wa, � � -
� _ Eg�
� ��
A �
,,, �1�
Oilt illit, �� "11, 111 111fll 11111 I I --- i 1 -
011% 'e'.1111i'41" ,,,,,, ,�) 111111 "III , III
­tg,I——
B-_�-.�� 1� I
- ,IZ-1 I
,
_­
n�a _.;� Ril_ j
gg ._Itl,'.�,�I,:�� I
.!.�, ­,
I
..
��­_,�,R--,§­ 'ga� — __ . I
101% ��A , . .." .� g m NOT TO SCALE
I 1; 11 � , I
EXISTING ii - _m , I.,
% 11 �j .I I 1,,� I 1.11 �
­1011�a .
. 11R,
--m ���,;."�,���,',Pi�.,�,,.-,',.-,��,,,,,� �— - — "�, " ". �11 . = = = = - -
S LL 11,5, 11 "., s 77-1-
:,,� I
_�,­�".­"LL -,,,,,,,, �, - ,6';�!/� 4 # __
� ,.��,�Z< - ,,,, �,-,� ,24
1111 0, TORMWATER I I . , ,,�, 12'_ -
0"I n', I ­Rm - 114 - A I - 0 11,
i I :11 i �"""����,�'.,���,-'��"."��,,�f-l!� 111� , � I iz 11 . I Ill .6 � 2 .67 , I -_
it;j 'I'l I, IF , , I "' , :�L`l . � - rl, __ , / , 127
, �,, - . I // -_
I I I , -6 � _:� ,'I , '� - "N'e / / - --- - -
% 011 POND It I '�t",�,,�t�l 1�'1,11, -�,"�," , , , - ,,,
* " ­ �� , It .. , a . / a' / / ,51-33y // C4 // " I � - "I ,�
.. I
"
�`,�,�,,�r,�,',��-Ix','� 1�w,,��_Izl'_,'�). �.�,'�. 4'. �11�� � �� �, �� ,11��glll / 04 ./C,!,/ / ,/ / . BOC TO BUILDING
�L�', , , " � 1,
1­1k �,�,�­ " I", I /// -
Ill �L _11, i I / I I
"
101 . " _11, '1� " 4�iR� � . - � - / �
- , , 14�
- , "" , "I". ­
!, -IN"' — 11 �_, '. i , / ,,, /
'iW1*,` " I / / , /
101 % Ill 'p, ""'N- "P "�', �Q� '. / / / ,.
- ­'�.',�,��L�
��',,� ,��N , 11,.',�,�,L�
, A� i ... . ...... �.,�,L� . . -
,kit , ­­,", w � _ - I /
- '11P�', � ", , , r;,
, - . WR /
I LLLL " .�, �­�, �', / /// / //
I ��_11 ., I �'Iwl­l e 0 , 1.
,� - I I - 11
olt'i'% % I i 11 ��-'Ri"��*,O-, I , , 1: , D 12' GENERAL NOTES ,
a -0 — ��%; �
ill ,"�:"1*0(,,*,­ IUAIN151� 0) I
"
,_,1,1� L L - ­­' � I
Pi. I'll ,
Li 71 1 .
? .1 . i.,11".. .." .//// ///// - — CURRENT ZONING:
1.
��,:,- , 0 , 1.
" ­ 0) 111-,R�,�,., : - I
'60", � 1 ,4 __ W I O&I (OFFICE AND INSTITUTIONAL)
11 I ,,,, " ,'� (O N cj 1111KIIC��, ,,-,,� :, . I if-. , / / / / / / - PR�PC'ED RVEY , �
% I �l .t -1 I 11 Ill � I � ­ /I , / / / / CONCRETE -
2 V� "' , - ,','� �m I i 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SU
I I ,". , "I , , _";iM,11 / / / , /. / // /11
- � - -1
% . ,T".r.� , / / -
JAI. ,_ - V) N -) .*,�.�,�, , P�.11'1 A I I I I I/ I '. I SIDEWALK. SEE -_ MAXIMUM BUILDING HEIGHT: 40 FT.
I 11 ,(D'v ud 1-1 ;_ ,;;i­R, HE VY DUTY
I I - _ , --ffl -, I / " ///." / / / / .
I I % I I , " . , , '. " "'; // PERFORMED BY WK DICKSON & CO., INC. DATED JUNE 11, 2002 & OCTOBER 2, 2000.
I%% - ," Ila V) " - " ,I "
4�,�' ,� "I I
''I k I t, 0 `�illi` , . . I -_
I I ill'li,� I -_ � " / /// SHEET C7.2 SPHA .T. SEE MINIMUM INTERIOR LANDSCAPE ISLAND: 50 SO. FT.
I . ,
10 i ill J 1*1 I/ / /
11', I I '/ / FOR DETAILS (TYP) __ '
­11 "
Ill -1 %%I 11 - " �, .. ,- ,"P'll N'�,, 0 � A, 2. / / / / I / /, //// I MEft C7.2 t f 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
I ,,�,�`�,�§�, � - - I / / ,- I __
'11; ,,��,.-.,��,-,�!,,'� �� ,- 'i',"ji,;� , / / LOCATION OF ALL EXISTING UTIL111ES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
`
I _,j 1 / / / I IFOR D TAILS (T ).) PARKING:
I ".111 '' ­ , , 11 / // / / *n 'n
I I — ,", L, � - �, - //
I '6 It 11 10 I e_____ I - L�, -". I # / ! OXIMATE. THE CONTRACTOR SHALL ON HIS INI A VE AND AT NO
`
11
,
I'll - ........ �� �, il­, , / /.,
I I is, i1,f`.,-,." 11­� S 3 11 I / / - PLUS 1 SPACE FOR EACH CLASSROOM
'.
I 16 1�111jll 11 11 I -0 - - , - - . 2w . I -its, - 61 / // " M I i TED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
I I I I �',,,��tl,�O-';`,,g` �',--,,,, 1, . � I - -7,-,-­,�,-, ��` I I �1� / / / ////d I AND ADMIN. ROOM
,�,�tI ,g
. _
� - ,,;:,'%" / / / / I
� , ,,, 'R �, .. / .1 / -
" -::m �_ 01 1,
� ItIt � % I 11 ! I �� ,�,, �, �/�/' 1 ,4 & - N-21 7.02 NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
% I I I ,� ,�, y 0111z"! / / / , / ///", / rv, . � E=2 129.48 F SUCH OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
I I -1 t % I I I li, � �� / /1 / .-I .... I .... 1-- --- -1 r, r"m
-,
,
t I I Ill , �' �11! F4 /I , I / " / / I //// THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
I 11 14 / / / / I 1 7 ,
% k I,,, .I t Ill �' '11'.1"'I"111171, " -�31g`,��,,, - ,M.111- / //// / / � ,:�,. I
'
.� _­`­_:"' 111.1�1 "I SITE INFORMATION
�,,'.,'4,,',' 311 " ,%�", SEQUIRED 213014DED1
�� !,Jx_'�' '1�1'11111�. / / / I'll � �;;;,, f"I"?
� I � I I I -1 i I I I I �� �; `_11 �.. lzn'�','Iil'1511. 11 "" / ,_ / ;;;" , "%�`;;Al_ 1 6,168,967 SF (141.62 AC)
I I `�,' y 1. ",­ / /x /// 1?1`Q`1`1�111i,12�1`�,' �1111 �,i--,, 11'14`�4,�'�'11 �
`_
/ - , "' """"' ­",�,­�­�­r -�,
- I ,. ' .�
�, - - Az'NLLL' i i ., A- ', 10
, I­M­ : � � �, , ,� �g'_ il'1§118 0 " " �
�,R,�5,1',�Z. ,. / // / , / / 5R`_`v""" fgwg- ", , 15,0+1 � 1,15 TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
I �_ I �� // ,. I x 1-l"'I"', , .
, �j�� , "I" / // - //, I 1 Z�
� � �,�, a K " 1, �e �t ­ I
I I m ­:� / / /=/ / / / / ,"It, �El?"I"... CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. � MINIM
,� A
I I I i , � LIM LOT WIDTH 90 FT
6 k % I'% I I I X 0 1`111
�
, �, "..'; ,,-,,;,.,,w-� "'......., I , �i,
"I / // .,W "e��,� UND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL
% �."""',_ " - ",,� , ./ " a mm ,%
, " 1.11 _� I MINIMUM LOT SIZE 15,000 SF
j%11,11 � //
� I 46Yi
I i I '3'R - - ", ".1',"I", I / - / , /' ,,,�,i, �.',' o __,_ ILE-
� %, I I ',','I % DUMPSTER PAD I a , . 11 0".., "',�3'e,7,,' ,', = 2338 1 ­­ " " .""'
I I �-,.,, " X _111
"i3O- �', , �1!i, I'll, - , I -
'$,R,�', , ,
I �11 1 _,7�, - _1`
11�% �1.fl��, -�`?",�'-,,,",�;�� -_ " _ /// / a
,
,�.� 40 FT MAX. 30.67 FT (HIGHEST POINT)
- ,.,. /// 11 I / C�m /a/ /Z-/ ,/ ", BUILDING HEIGHT
, m � U/ // I/ ,,,q�g­ ....... j,
I I 1'j'% % V I .,% x,,� Pl,"I" / 11 'N" 1"'
I "!,.,I ,,Z,� ...... __ ,
I ., 11, 1�1,�'R"1�211, 11�10 in / / / �
"Lt v", / I I ,�o_,.� - i,i 1, 12.5'R I ",
I �'�`,,,'�,,I. `�,4� �� ;L"", �;� ,w / )_ I 424P,!,"� ", � I /
1 2 -- ��,,, ..11�111'1111��1�11, / / �� J_ , ,�'­' 3. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
L - 1�1'1 `�,;!`�,'��V_ , ", ,. L�,�"," ­.��,,` ,,,�, I'll 1o,1t01'!1111"%
I It', I I I 'I ,�.,-.�,��"?"���,���z,������l, ,,,,,,, �,�--.',<i�l.,'�,'� M1, ,�, t-,� I - �", �& , .�, y / � /. " / �z o,"* " i'R - - !
I I , I ��",�,-,'Mlm 1'-�1'11 ;�.%Nk""�, !^ , � ?�Ril I�P'11_1 - - I . / / / — 4 , �,,�
,-"z",", ­� `� , 4,A , _,N-1� " -_-1;
�M,,,,�,,,--..'...�, zk !�
, ,,�,,t i��, ,
, " � "I I - I , / / I TI
�,glz,�� ��
� , @, �
� I I I 'I ", ,.? ",////- //
I I I I I I , A , , //
�­,� �� I � 1­,", ", � - AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCA ON,OF
, �t 1, / 7 1
11 �9_ � I / / , , 581.68
1 41" �-", " . :,��s I , I.. I,- �,�' �Z / uj � / / / / I
1i It 1% 'I, 11 It Ix 'It ! I I 11 ( , ­, ­'�'LL, " � ,� ��,' / I/ I/ / ,
t , / I I I
't , .1, - I'll, I / , � . t-1 817&81 SETBACK STANDARDS
� , ,, / - 1,
1. RIM` ;: / / 11
I I , I . , 11, , """ z �11g',_. I / 7� ,/// // , 11 ��
% I ; I - 'N; "I'l 9 - "' , ­­N­ I I i I /,/� /,/, / I / / UTILITIES NTH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.',
1; - I �,;IiS,11'811 VEN", _�, _"�'-,_ I,i-,�,_,,-
� 11 I 01 It It I Ill R 1%,"'k," 1� 11.,;'IiV-�_��,'� ,�,,,�;�,,�,!,-',!�,l ti'l 11 11 ,0/ / // / I I MINIMUM FRONT YARD: 25 FT. 25 FT.
i _ 10111 - "I ,// , /
WJ", 1; - /�011_.'Y / "'
Ill'i 1,0A // ��/ /(-,,/ / / / I
, 11­­­11, "I'll I -
'11* I % - I Hil `� 1111`�� / � /// 0/ m - - 11� 4. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE MINIMUM SIDE YARD: 0 FT. N/A
I . / 0 z "�
"I !, ml,
'I I I 11', j I ; 11, - I I I I I ul?"_�,., // / // '14 /</ 11�
" - -..-� L, . ,/ I ,�'11 .,
....... Lj � "I" -,
L, "'
".
­
­ �111
­ - : .1
'N - 1�-,,Wlll 1, � / / / /I / 1, �, ".,
-1-1111 11 � I Ir -*,I "Ill 1/1 / L - , 7 z// , / 6i ,
I ''011 %. ".j " / ///,/�-// //-
x1'Qp'! __Y�10��! ANDLOCALCODES. 0 FT. N/A
C.1'�,,;,, �,,�,�uq�,',
'S ,;T�,,,; 1--.1,1�'S, / " / ",q� / / ,
1�
"i 1;31��P za I
� g. , ,
, �
­1� '� I i i �4 ,", ,g , MINIMUM REAR YARD:
I I "," " " I I I
I i I I ­ I 4;-A " // / . . �%, _"
______ �lWllz " / I / ,/ // � 4,
I,
V6 % It It It / \I �, 11 — 104 I I'll", D, "/ 11111,�, -
%it Ill '' I � 11,�5 / / " / /
I I . r /
% % I j 1411, "T'jL' 41 ,-,,I,,- , / /, / / ;'-I'-`- 111­1­11
N 11 I I I I I , "", � 1z -( / �
�, ­ gm // /11v)'i . / / // ,,,, / , 5. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
I I .........w 11 V�,� / / // " x / . ­g­�,­­; "
I I �,���-���",��;,�4��-�-���'.,",,"�,,�'�, 5g,�§,q,�',"- , ., / 11.1111.
: . ��', — ,,,� "', �, - , / ',', �!m , " I 'n
,
, `
\ 1* Iii ; ���, �s �, _', .1.1, li__1'1!�, ON. GENERAL CONTRACTOR SHALL BE REQUIRED PARKING:
. I // / , �_ � ,,�, I I I
Iii: " " / / / / -/ , / , , / ///// z","01 , I
,
I "? 10-�/ I �, ��1,11��'�� � / , � �"'
� , - �"Fll. ",-, / / / I/ r, / I
t � P---'�,jok 11 / // Z�// I 1
�.14-1'11�1 ,,,, ,
11; I �i"'., " . / I v \1 Ill 0 RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS r SHOWN TOTAL BUILDING AREA I
. / —
I 11 �116L-_.11._,;,, ", WIA11""I", ;§11,;R1, / /x , / V � - , __
\ � '� �, ,`�, 1�i"11 , ,
I j i­, ��110,P,5;-- 1 , , / / /
t , . . I __ ­�1.111 - //,. I
, L - o I
'�'j I I 'I't j I I I ,�' , � I ...... / 1 , I �
1 "', INT_"�'�,11 �!
1111�1�',�'�114�1", "","."'�i'-"-,��",��,11.1�,.r.,.-,������-,� �z .
, -
11-- -1 I H N
.,, ,� ffl� ,
,
ill "IlM ": � , / / / / / I - � . -
"'illit I ,�',�V�Q­ �','.T�,- ��'. " , ., // I I - // /,/ "I
1", � , %,: 'i',,,l,'i I / / / I , / /, -
"N4 I g,,,,� T��­ , I , < ,/
I ��'121` '1111 " , ,f////, / // /�,/ /, -Z /X .1
EXISTING I i I I I , - // X
\ �_, / / / / / /
,/ / / , I I I
I I , , 1'1,'I�nll`,,��,, . I I __ -- � sq,,'-.�,", r� I X/�, ��'; ... , .,V it -
' ­ ",
� % % t - %, 'I I % I _ , '' �, ", 7,, 0� I I I I / ,-,---."",� I'— /11 / , __ TOTAL STUDENTS 900
____ --- __7%; 1'1� Y 1 77 � . . ___ ," - / . ,&-,`,'-'�� L 18,
,
-
",� A �',_'�'�*"11�11 il I t, � ., " � / , , / / /- / / / / TI
'179, �� 1�1� // ,
., , ,g _!�� . ; 1- - , / / -V /
I I I ,,,, " � , 5�',, Lp /�Mx/
/ /��
I I % I I I , ,��,'1777L ... ,; , .�";,""n / // / / / I/ // �pql . � ­ I I 1 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILI ES
..,
I I - I'll �? , _� � / �
11�1� i - � "'M "I '/ / - /LU/ / .y. ­ I I � I
�_� , %­ �1­1; / , . / ,�/ TOTAL ADMIN. OFFICES 46
12 ---,.,I It It', 11 It ,%'I 111111 -�'gg, I "I'll, I / ,Z/ / / / /
I . g�,�, �;�,�, I I . I tl / 11 I / i
­'v �,,�pg,�,' // I ­ __ I
1�,, ., I
� ,
� I '��, " �11, 4"" -,mg,"', 1". / ,/ /</ I AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
� i ,,�,� 1, - Jim / //
_,,,!,�,
" ., ,,
, _ 11 /' ".. /// /.//,/,/ /
I '11,1�, I."��,, .. ",�_ - �� 22.W-
, ,.,
60000, i I I I I � ,, . � I I I / / ////// / //0 / , .
11 '%Ill I I �,,g *e :��4,1%1, . I
u I I , , ­­�r,'��'� 1-11. ­ / I I ��/ �/ - h - i 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
% % �-,,?R,'�,ffip, 2 / / / /,///, , :P"/ / / / ,,, - I I , TOTAL REQUIRED SPACES 142
t I k / / / // / "I I I �
�.
IN g,
I It I" - " �,, I ­�` ­ X ��Z��/ ////_/�// // 0 �� , SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
IN 11 1;,� �,,'���,R, 1// I 101j,L/-C.y11 , �
-----/ _j`311� �, 11 / // , ". , / ,/ / // ��­­ . 'T
'T\ \ )1111 I ", I -C V, � // // , 11,11 I I
%, 'k ') I // 121�1­,R - ��,o.g
------ ) I ,", ,,'�'��, ��11'� #// , '. , I / i / / / 11, 11 I
�'.%'�,�"­'��,�K _, �R / / / / / O/
­,�'pq " �' / U
, � , "I , ` -
, - -, ,; ,�g,� . , / ,", - 11
I I 11 I 1- - '. s�,z­�'j - , / / ,,- / / /
_"_1 ;�­ ,. '.
, � , ", / �/ / / I -
��. "�" '�4� � ­'�, . / I __
.. , ,;"­, ' ' �` -� .��`_11 // 11 -_ �,",,46'? ,`�,� k�,,',,'�"r,�0��,,�
I's
" �g,', , # P,­ - I ..:� // I ".''
" ,_ " � I - - / ,,,
� //// f, 11" / XX i i �
I I I I'll
, �'w 17,71 � -,, ,7 1 1 I-1, _ , ,`,,
,
,
,
,
,
,
,
,
,
. . . . . " ,
- ___ . . . . . . . . . .., I.- 1. I
"I _ 2-anall I I
. .
. .. �)V.z",3 IRM, /
. ­`r?',A,q,,25 426=1',
.
,
,
,
,
I ,
I I - � / / ,/ , /
i __ - - "" ��Z==,, / // , ,,��/r.r/ . , Z/ i i 8. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN PROMDED PARKING:
, -, I
� , 17,11 �� '_ / ////, m 35.88
. � t'�j"' �0',;'O� � 0
, ,
�,� -, / " / , /I - - '""' -
'r z C / / / / / / /
" , IR /L / / a
I'�,���i'!�'k"�2,i-,�,i�."�,�I'l""Il""I'��I ��",C,z`t.�,",�, , � ;,'�;��,,�,,��-��'."��"",.!"�,,,.'.���,�'-,,',��""�', '� ,�,-'�,,,',-,'�,i�-,',g, "I�,,�'ll"��'ll'-�","!,-"*"�'� / / �"-� '' 25#11 -- UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 292 SPACES PROVIDED (ENG. BLDG. ONLY)
,
- �,
", �!",& *,�-,.'p- "", ­�'
I ��` � �`� -;I, ,- " , ,i*, " ,;��,,� ,",�O,,-,`,�,"' ,"',:�,',­ 020.30 TOTAL PARKING:
- , L, ��--, � "'I",- ,'.' -,,ij, , // /, if -,,',;�],v""',�
"; -,"', N, � , ,,, �,� / / 1// , V,,,'g, - '�
I m" i, , , bd! - , ,,, - ,t �, , i) 0/ t: -'­ "',
— ,,, .-,, .� i "'; - �, , 7TTTj,;/////// , ,,',.,�,
5,0 , ,_ ,!,� �
.�_­ _.". L ... L' , / - " — ,
_�� 17, _ �j.., _ ­71 _­�.'­_ A-0 / , , w ,</ "
�,,, ,_�, �,,�­, / , / / /// I/ , , / 1, -
" "' � �;, ", " ,; "g , " 2
PROOOSED 24" 1 Z'� , � / //// , x ', / / / I I _ - I -1 . I i i
I , / / q - I
p", , , I I � - '' x 7
9� ". ­_", . / / / , / / ­ ", , - � , - 7 �,_. - .
, "I'll, ", j �A , �_,. �p",�""i�,.�. ,, -,
�Li,��
, ,�;i�A,111:�
� r -11 -1 - ,
- L�L -111�
��,
��,.,
­�� -�'­ r', W,�­__ "''
.4. L ' -,
­ I 'Ip,e7 ­ " ' ' "'L�
- _.�', `
­­'Z , "N­
- " I �', _-, , "J­ ;,
�� ,
,�',
'�� -I - 115111 �"�,�'i
,, �.',��**--A§ .1, .1 _ _. "' '­­'W� � ;� // / "In", 1, I , i
�, * .��, ,
/ I - - �3 I , � �� , `N�N`, 1R jr ,
0�, " _
CONq. CURB & I .., 019�� " `11111�` / , ,6" 2� �,,--_� � RATIO:(ENG. BLDGS.) 3.6/1,000 SQ FT
I , ��.._;` // X /I / , / / / / 0 "", �,
,�,­ , " ��,�_,,; "I // " // / , �t ,
-.�",.",.,_ - "' 11 _� , ,
%,_ , I I // NXII, I 111`11�1'1,'� -��,, ', - ­­."­­,.'� 1�
,_� ,,,,,,.-,, ,,,", LIJ
_oim��
, "
- xi A I / , , .� PARKING
- � I.z I _,��, , ...� .,�,,,, ", L', -
. �_',7,�
"
/ GUTTER. SEE '�'�� �"" L- 'Q'��­ �R 'Ono I // / / /// / / . / / I I ,'�if�`11, " w� 9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL
" -- I - �­ ,
i ""`�­"� J'R 3R a K / / / / / 4111i"', ""­' ', ,,'�'���'� - I
",�J�,, ��,", �'. ,,'�' // / - .,I 1��, ��"' �", g �, All �' �;,;���!,,���".��.;���-�;;,���,.,.,
� " V.
"
"
` ,,, " I _ I Ill "I _� " NDICAPED SPACES:
, _
,
,��""
,�",
�
��
��
. � ,
_�,
_�
,
- , .,_ '' / / , / , / // / / " / =2106dil� , 11 HA
I SHffT C7.2 I �, -.1 - - I ­­_ " ��,� / /, //,/ / / /tl/ / ///// 1 : I'll � DUE TO CONSTRUCTION OPERATIONS. 1 7 PROVIDED, 7 REQUIRED
­4�,,,zt.�';,_-a-", ",", ,� � /
"'m -, " ,,� / i i 11.1 ,,, ot
I I "a z ,� - // /. Z///, '// / / / I ___� "' R-I O'l "­`� =233 �
//
;Z, ", � /. / /
­­",
,
,
,
,
,
, 7LL 4 1 / /
1z, "Z��,,: / //
,
,
"' , . 1. / // 0,--,I� �� i�T,�,I.i.,,�,,
,-, � � - / // - - ,
1`01`� DETAILS /// - / / I I ;WRI �., " ,
-4? . .1111�� I /xz// /I I I ,, - , i � 'A_ ,", 'm L". ,
.�", � . � � 11';­1-4,,!�,M,
�_�
,�N
2,k C'Saloel / / / � I'g, __ ,� TION.
� , ,
, � L ... "I , ,,, � �,_
I I'll, w - , , ��, -
I �
,, . ,­`,:'�` ,,, 1, OR
"'. , ,
,, �, , ,
, �,
, �,
"
- _.,!, _
_ _. I I I . I / / / / , / ,- // / - ",""""', 11
/ : ,-�, — // / /// /' , J/ / / // � / / /// .,-, 10. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DIST'
I .1 , - / / //" �' , m �,,-,,-g I
I ,�l_,,;"�-���l".���ll,��,�,�ll", 1, e g, i I I
- 11 , / / // / / ./ - i I -_ �_ _7 li 1,
I / I ", // / '= / / I ,�,, I
'I, 'I'M ..,­�f� -t,j / / I I ,��pp­,
., .� I / I
, %­­­ "I
�,�­­­-­ LLLLLLL " //1 /' // / " //,. , I �
I I ��/ _,� �,� SURVEY NOTES:
�
I __,,� '� / ///// ,, ,
I i 30R lv,�'11�? "I ',�1'11",�",� :1� I I / X////, , / , I/ / 1. - _-w I I I I - 25'R , ' 58.68 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
___ I �� / / /
I 'i // / /N
______,� , t, � ", 11_ R fl. ,i4////X /' - �'�
I ,,V " -111.1 / / /
" A - 1�.�,�,�',', �m / - N-2
_'�_,_,
i / " � �, ,� ,1,.1-!�'1" , / -/// / / URING CONSTRUCTION. I I I 1. _QALL "CENTRAL LOCATING SERVICE" BEFORE EXCAVATING
,� ", �- // / *_
*�!:-, � "" I r E-2 7974.69
`,"t_".�L,f",�,,� _ I
� `2"'
_ -�f"�� - .., 'L�,_�'�L�',��44,�
L
__ �_t".�L. 11 ­ , I / I I
� .,�,
.,�,
.,�,
.,�,
.,�,
.,�,
.,�,
''
P
I ,., -,\% \ """, �,,� — 1 4-, / ,,/�/ , / �/ / ' �
, /1" � .; I ."
I / " / \\\ \ I � — ,,, "', /// /// / --- /Z / � /// / / / / - �
I /,,.',,-�-:: � ,� �� "
t( " \ i I , x / I DR BDRM. UNDERGROUND UTILITIES SHOWN ARE LOCATED IN
��� /
.- 11.�11, / ///1 �,z ". �
1 $ 1/ \\\J ""'J"'t W, ?- / 1, /, / -, I / / " / / / / "/,, // - // I S 12. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE -CONSTRUCTION PMITS PART FROM ACTUAL FIELD LOCATIONS, OLD RECORDS AND AS
I 11-P �11 �'-.. " I 11 / I / / /�// ,/ // / I I I I
I
I It i 1�'q��'111 e-l 11 // / / / I e PROPOSED'"12' I . ;
, `&I" . 18' I 11 , , � I THERE MAYBE
� ",
I I )IH, is' � 1".... L /// / / / , � / // / I
I I I I I I I - EV, 1", 7TO-7 - 19 24# 0 is' 18, Ir",_ � .... � 76,1,11 / / // ,./ ////' / BROOM CLEAN AT ALL TIMES. MARKED BY "NOCUTS, INC." IN JANUARY, 1999.
, -_ 1 �"­�"­L," ' / / // / I / ,, ,
, " � "_, L," 1-1; .1111111�
_�­­'_
_�­­'_
"_�`­L,'_ " I
I I I 11111 r , I — -,�2',,�',", "," Cw / / , / � ,
:
,
_ep�'� � " "" �"',, `�` - � ,
I ; ,��,,� ,,�,
7" , C ."All ��;
I 1�14'_.1'1,1,iGN '/ 06, / / / OTHER U11LITIES NOT SHOWN.
I ,�,,,� , " /
� , � a, __
,
I I .111; / 46. I/ // / I CONCRETE
15".", " /
Ill ­,�','�,,M / /
, 1'1�
I ,", �, -
— L ,, ,� � , I __ 13. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE
,� El , "111" ii,511'
'? ,,.,,,,,­_,p �� Rii, " & -5, /// // / �//./// / /,
11 It I I I .'-�i!� — �'11��,i , . 10 /' /
1111, -------- �,igg� , � � / ,�//// / / SIDEWALK. SE
uI I __1 ­"'(aL­�.' I I / //
11 11111 W.�,-R_,' "'. ri, / , / - /,//// /
I I I � . ... ... z 1;1 / / , -/ SHEET C7.2 I
�
IIIII ­1_1­1�1 11.110. I- / - / " -_ UNLESS NOTED DIFFERENT ON PLAN. . 1 2. NO WATERCOURSE OR 100-YEAR FLOOD PLAIN AS MAPPED
�, ,,,,-,�,,,�,���,�,�,,,,,��,-'��,i""",.,�,","�'I.Il, 11 / / X , FOR DETAILS (TYP) -_
I I � ,,� , 1'* .11 / /
�.,,,,E "'9-If ._-"�� ", �' / I // I � .
11 11111 I �
r,` / / I i
,I
,_� _� 1�4 1 1 / ,
, , VIP"I"', BY F.E.M.A. OR AS DEFINED BY ANY FEDERAL OR STATE OR
'.1",%,", 1'�', 611 "I" � , I �1 / 1, I ////' //,
­1 �,��, �; ".. ­1 / / /
... I
11111 , "
I'll, - .1 fi ,??1?1�11� �11 // / I
ill "I", !`��,,�,,, - '
It I , ",�',;
11 "11 I'll 1. ;!,�,,,��; __
` t', ,,, * '
I I ,; � / "/
��,,
I ,
-- �,
Ill -, � ,�,K .� I IR - / / /Z /
,�
�,,,,­, 'L,
­ .. I
I 11111 I ���!� " �� �� "2ZOO'/// / / // , ///1363" 1 STATEMENT IS BASED UPON EXAMINATION OF FIRM MAP NO.S
� �� , / LOCAL AUTHORITY IS LOCATED ON THIS PROPERTY. THIS
'i,
Hill i i ­7 � cM� ��, . _,� � / z / / 1 14. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
_11b. I I ill �. ��_,�� �j 1/1 � "
, "'i,", IM
,�_ - , _ - - , "I I - - / - 15. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE F WHICH WERE
7­­ 0
_. , � ') 0 11��, 11 - /
I'll ,� i�,// / / /'/' /
I I i It I I I ,,­L
,
'
I I u! � -, "I - - 6 w // / . (a - -
I I ill 11�112 - I 'Cr, . LLLI� ­�, e / / �g ,53. 1. I DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER LAST REVISED APRIL 15, 1986.
."'ZI �, ,�.,,
I I I i I I I L" ''LL. , - N - , ., 11 / -!/'
- r , L of "', - __
.
,��,,_ "�, r*1 I ,�, - -, I I
11111 �,�.� �,,.,i,,'i, I
�", I I i , , to N - 9 11 - ..
� _, " 'I" �, / I
11 �,.� 'L. TRUCTION SHALL BE REPLACED OR REPAIRED BY CONTRACTOR IN
11111 �,�, """ I- - , 4.67' 22.67' __
, ,
I ill, _ (O , , I 11, . 157 I/ I _T F" -1
I I ­­1111 11 V) I ��rl' ..,..
�,*Ii� NY I .;� 'r,. OA
'.
,
, " -_
11 11111 N�) 1'21� - I 111� ACCORDANCE WITH THE SPECIFICATIONS. 3. THIS TRACT IS IN ZONE C ACCORDING TO F.E.M.A.
I I i 11 It ,,'.1"i:, , �g,;'�,� �'-;',h,�,", I
,
� �,,,
I ,��', _i� �
11111 - - _,-Xi ,K� ,­X;r-,1,` �
0
,i . "
...
I " _.�' I �11 . FIRM MAP COMMUNITY -PANEL NUMBER 370168 0030 C,
I I 11111 1'1_1,� "'-'t"'It-'�i',.,",�� —7 �!�'�`,`��','�'.,'-", 7-.----- L I ' '
Ill �� , ���V,i - -- - -
Ill 1: * I ,,�,,� ',j��,�-,,,��'�� REVISED APRIL 15, 1986.
� , ��,.`�_'.,�, r ��vl�',!, ___L1 __ - 17 - I I I I._J .... ... L.. I I I I I I I I I I I I I I Z I I I [= I I I I I I
I Z�7 0) p I KINGS AND
i I I i i I -- � - Ill 11 I I 1 16. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MAR
[lilt 11111 , A I CDOT. ,� I
11 11 11111 " .; ��,�,��,,.,!",--�,,�,,����r��,,,,,� ,)',"1'1'1 - um _= _= I I I I Ill III I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I i
-, , - -
�
-
� �-y�,',' �', ", L�,
­ ",
4111 jj��, - 2!M � ". ­­­ -- '
I I — ". ,,�­ ",'�,
I 11111 ,1`1�1'1'�,",11'1 1.­,.,,j;,_
I I �,, , - , 4. FIELD SUR Y AU U
" . -l"', - .
C­14 Z� tl�`wl,mi�� I
I � E*�,�, 77�_ .... ;-,
Ill 11111 .1 ?",
I I ,�_, � ,'I'R� IN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE-,'
��­ "I", , �� 17. CONTRACTOR SHALL MAINTA
_� � " 'v!.. 2"11" -.,�,�
,�'�,'
_��','
11111 1.11, .11", \" I
� — I
I , , � ��,
�;;,, �­��,', . I , -
..
', 1:1 �
I �"_` ` 2; ,�, " I'., � .. i�, 1.1'� %"�,�,�ILILIL",�.�,,�--�.,4�-� -10, ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
1.,�;I_��', , � 'T 0'!�-z �
I I 11: EXISTING 1: 1 11 ��, , � I �. ELEVATIONS BASED ON NCGS MONUMENT.
,_�,'_­4'�� -
�, -
I'P,11�1 "�,',_�* :' ,
�,,��, �R",�*
o,p ��,
, i'd . _K GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT NTH A COPY OF THE CULVERT 2" (ELEV. 30.32) NGVD 29.
, :'�-�,', S
-
_�
� "
� ­
�' �
7 I—, ��,
�
:�,
­ 'M 1 �02 , 10'R
1�.' 11 I ,", STORMWATER! 1 1 1 1 ,,�,�,'," I . ,D.,, � -
� � "�i �,,, �,, ." " " "N
�VA � 3k i
;;"
1, . 11 ­'��5c�,� _21!1 , _� - -6$ i I TRANSMITTAL LETTER TO THE ENGINEER. I
,, , , ,� -
I I ' , - " . , 3'R - - - -
;��N�,� " -�, �W '� ' '30"E - I- I
.,L", . � f I I
11-1 I I Ill MANAGEMENT1 I I I I lv, I', _�"'E- , 26-30 13#-4" -
, , �Q, 1� �­, ,:!
�
�, I ..
,
. z " Z,L%&`�, �' 1]13�1,�11` ... � x .
,,.
.
,
,
Ill l, -, �`,'R." �� .. __ =--A — - �
, ,
.1
�
� 1, �;'111, __','�� "'It"
.
4-0,_v­ 2�,:::i . -I 1. 50' - �3
,,,
0,1pl- I I ill POND i i 11 i 11 ,:glag ,w-g I 90 ��__ 18. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY Y THE
\ I 11111 . _��'!.�W­zl " , a ,�, � 111�� Ce
ill' � ­",­ ",r"��-�""..'���,,'t"��',�,�, k";",�.-��,�.,-�4"r,�.�-"-",T I -
*. I I 11111 "g- .4 ,,.�, -
, g,'�'..��`,-�': to
,�*��l',�,�,�i�������'11*�,�!�l', 4
,
I I 11111 . , - , .� , -, , - = -I
j OgR', ,
, Mtg -�
I �p_­­ I N 10' CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
I -Lb\ I I I 11111 �,�,g ,,,,
,­U ��,
1. 11 % 'I'll � 1
1�% ­,%�'-- - - . -,'m �� It -j
,
11, "�', � — —
,�,�.,� . I "",
- I "' " " """", "'��!"��,�,�,-- ,�'.,i,- , g-, I I I I I I I I
, �, ,,,,, ,, _, ;6! GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
-,
,,�,,"7K�-,-
, ,
1-'0' <S� I i"'r-"r"� �� , 0
, ,i,,� � I I I I I
'.
I I - , � ,,,, �,�� 'e, - ,� I —
- \ I I I I I � � ,,� "','4, I *.� '� - n 0
in ;d "O . I j __
,�� �,.',t ,,
IV -, , , , nN ,fi I �,%% BE MADE WITHOUT THE PERMISSION OF THE OWNER.
1��, -,.-,6,, 1 1 �, I �0,1_,`n* �',O,JR
11111 ,,� "
ZL " n- I i
, ,,
I .'�:�... - " " * I I
­­w"�,v"'; 1�"11'11'_�", - " 0�_-, 0) 1:� -
, , -
I——
11 11111 -, r,", --A, ,��,�:��r, _" 1!?tl 1 3 - N-2 ' 1740!39
"
-1 , "
- I - -
, ,", ,
;�".,., ,,,,, _;A , �;,� ,'-�" t�11"'I"I'll I �Ij 0 0 1
1 1 [lilt , ��,klr�, I , , , I . 6 - 25'R & E-2 7810.89
, "I `­� tn co R I I
1,11"M I I 11 0", I 1� Go �
11 � 11'_`� "', *11,11`il`�"` 'i 1�1`� (A I , 19. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
,
I I I I I I I t, )�, v- HC - 1\
a K S'R 3y ` I - I
I I ill . . . . . . . �� -,�,,��
I I .�� ­ w " � " , .'� 1 5.5
.
I I I I . 1­.�.:. 1,1""., , ,
',.,�:�; ",", '""', � � 4� (n ,g) 11 ��=', "i I
_"
I I I I I I , "�g �/ ", i 3o 3'R L I I I I I I I I I I J, I I I ',"', i
� _�_, .-'?' " -
� A��,�,; "I",1--'111.1 L, �. I..,- ��* i'mw
_ -, lv��,�m�,:,,_,�P�",� I , ­:n __, I y
I I ,j - - �N �,,,', ,�, __-, � I I
I �:��-,� I 1: _-, ',�_ � - I -, " ` �, lu�� 1�.` rl,�� I ....... 1--­­ ­­�j ... �"_, - - �"-gg �-g �g I
1.1� I � , , �,� �' , i',@� �
- '. 11 , ,-, ., �,t-,,--'�,'11, A �
I I , - 5! - �4`_, ,P�Q &. �, � , - , �, 'L ­�, 20. FOR EXACT BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
- "� ,`� , 'I'll ;L, " ��
I �. . , �, . " !-1 _,�_R_:,, � ,,Z� ",� .,'@',,,� I .." _11,
1�1.117_ ", `1�1 _�* 01N `Ill-", - ., _­ , � � " ", .�, - I
- ", --,�, ­,_­`� `­1 "
,,,� - _04 0, __,�
�. .2 � 11
,7,,�,, ,,�'� "I", ", IV I", �,11`1 "",,'�Y AB!mN.;
,,,�g , 009 0 jt�m'�� v
11111 , , "
2!i�, �1, z. 2 1 ; ­'�,� �m_, _�' ��, �,A'� - ,�, '..."I"I", - . ,
- � � ,"". "m , _ _______--­­ � N� -N..." """, - A_g I v
.. �`142W-20=� I - � � , ,�'tNl ­,._ L �,
, ,
I I I I , , L, " � - .:_ ) i " ,�'�"I't'�ll-�,'�I'l,""",���",�,� 9 ;, ;,"'! I
- �' �, -1 1, �,.,,�,,,,,,,� ""., ,�. - - _, , ,,,, ,",
,
i", �; 1� `1�,"�`,,�,�',5��,�� L ­­.­ 11.1111­­�� _ .� � � . 4­'�-':-;�W,S­11111 _-_ "I _,..__..­11­­
"'I
I , �­ �­ 1_ ­ I ­111. ­­ - '71 0
,
11,11111, :,','� ­ "I'll, ... �' 11.11111­­ _­ "I - �� ­­ 11 11 li,� , , �­,'�f,,22 i�,-,; _0"," �0_�' N" ­,,­���p �-� :.g_ 11­1 �_.5 , I �
I I I , , , A I *­.111111.1", - �.. �' ­� � ��Q I ., �11­ ��
I � " =
, ,
, I 1-11�1_;­ -, ", ! - _,;., "' ,A'�`�,� . ,P ;, " I ­ I
, m "Ill . LL , % I
I 11 11", , ­-;dbo , � -, I . , � �,��11. '� W _�,".�� ,,;,"i",-""�"--."�-1","'I '�_Iffl_ I " " -.1 ��-�,x�-'�,,�.""";"-,-,,�,�l- ,Ni�M�1�11 i,rw11'@.1 I 1�'111"�`�;i�g_" - ­ . -1, 0
.- 7��-,e2,�i.�5&--,��i,,�-,�,.".�l�,�,��� - L� .., �," .,
,
I I I'll % tl�,�­12�1-': " ,a , """', - , I'll, ��_ ___ 7- �4�, I ­ i
, -
L., _,� ,.,� , �Z,�,_,_ . _m _�.!, ,�'�,­�,�-,',,,'�, � �11z�,`.
_ 6 w, _ " S 4- �il, _." - ,01 , -"� 1;.: .� I I I "I I I I � I 11-11.", "", ­,"­­,,,m, ; ri=m" ,,'___,,_'_ 21. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
M.,
I
61:1 11 " _ . , _ ,�, �11 11 ,� �� ! " , , )"71 1
1
1 Ir - - � -.11-1-1-11 11,
I I ,t�",`,W' , ',',',�,�,�r�,�".".,,��,��'.�','-',�*,",,,��--""- - - I I �� , 1� 1�1 ` - 1, : =�-', ;�,�. �1` 0 E=23 w , I
, e, I L.,
P I I I 00% �;.,.­ 11 �, _;I, �_ � i
, , - � _2, -'� K ", ,�",�el"_ ", ��' R,� -1-1- __ ­_
- - , , ­,"-', "" �
, �,�, ___
,�, " -
, �s�-;�-.,�.-w",`,K ," ", ., Z,­�,_ , _�,
'I , ". , jg" , � , . I
I �"' � ,J�`,-,,-`R,�`, -7 -,�,�, �,,*, �1*11` ,�. , ""o, L �
, ,,,, - � "� , v.a. �-_ ?"', "I", I ,
I I % I \ k \ 3'R -,,�,,�,�,,,,r�.��,'���,,,,��,���,,';,, 1,*1*`*1 � I
- I ­_ , - '. - ,- -
� "" , - , , , . , " z�7',4 �Z��� .,N.", "", I. -"",-. ,-� -'� ,, ,k, ,1 __ -_ ',g ,,' 1.i
, , , , I �, , , I I
- �,� ,e I , � . R , , I 'Y",1 �', 1� I I I I ,
t I I \ \ \ % \ I " 'r � � ,i� � , � ',O,�,R�, ­-, -
, -
1% , " 't �_��
.�I'l�'-"S,"-,��ll,���',�,��",,)'r I" *Ii�*�',, , , v v's , .." -7 "i- , ',`� '. - - "" ,
I I .\ �� t4 � �� , , � . , ?
I I \ \ \ \ \ mw , '. , �
.;� %, R
'�. ,,�,�A�,?..'�-
§`&4' 3'R - � 11A
\ I I 1.11, I .1 .N."a . . 9# 11, t�ll 22. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED 'SO AS
I I I I \\\\k ��,,,`A `- ,0�1- Ni ­��,`, "`,,­­�`­ 'o". 1. - -,g�
\ i, . N, z".-, -� "" L ", . w � " r 'I,'
���111 I 1� "_ , .- � ;�
" 71,11, Tw =,L , , I ­,­­;�
� '_'9,in,, �,
" 1-��,
.. 1. ,
I - "
\ I I \\\\\ "-'�1111X 1 1.�gM�l - 11 I ­ "[­,,� � 11� ��o,-A";, � t
,
,,�,,P, I i
\ \ \ \ \ \ SR I I I 'I 8 I.........!- I I I I I I 'm . NOT TO INTERFERE NTH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND
I I \ \ \ \ \ I N-2 767161
I \% \\ i ju R "i E=22 756.30 AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS. I
till, \\�\\ \
\ I I \\ \\ \
\ I I I I \\\\\ 2--. 1 PROPOSED 24" I
\ \ 11 11 \\\\\ �� - � I
q� I I 11 "\"","\",'1, , CONC. CURB & CONCRETE - 23. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
, " -, -, � HEAVYDUTY I �
\ 11 it N "', GUTTER. SEE ' SIDEWALK. SEE ! I
I \ '. -,-,, -
\ it it 11 \""N -,�-�- -, 24. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
\ I I I I 11"', .�--__ __-::�� SHEET C7.2 I I � �
I I I I , --:�-�,-,,
\ - SHEET C7.2
\ lilt, -,,, � �_:,::-: .- FOR DETAILS FOR DETAILS - ERWISE NOTED. I
�-::�:::�::��--'-::-z::-.�-,-��,,--
\ \ Jill, I =:�_::::- - --,�-,-,'-�,'-, FOR DETAILS -------- I
lilt, , - LEGEND
/// k 11111 I .1 N"11, 11 I", ,_:�: -------- :::Z__�__
\ I , -,,- �, -. I' -
I �, , " - -::: " - " 25. ALL CONSTRUCTION TO BE IN ACCORDANCE NTH PERMITS ISSUED AND e
-
\\ \ \ z C�, 11111 ,N,-,-,-�"�', ,--::.-:! --_� '.01 -�-,-7�� -------- ��,-�,,� " �, - . APPLICABLE STATE, COUNTY, AND LOCAL CODES. ci_�Ei POWER POLE/ANCHOR
, 11111 - -,,, ,,�-, ,��o:��::::.7��-,:,-,-, _-�,-,"-,- -- -,��,,­"""-\
,J>,;�p I 11 I *1" ',�'�, �,.�'___ .___ , ------ -,�,-,-' *, ,
0, 1\1%x � I , ____� - :�� ___-��_-,-,,,-,__ _��', 11 -, ,�,,�,,�\ I I
\ \ \ p \\\\\ I ,,,,� � ,� " �_ - __ ., ,-,
11 " , ." - -------- "/ HE
, --- � - �, - , " \ \\ \ \ ­01 ----$---0hE— OVERHEAD ELECTRIC
'1�1 k\\\k I ,� 1�:_��_:_ - . -, \\,\ \ :
\\k\\ - - - __�� - �� -::: ", " \\ . 26. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, I
,;, . Z��_.::� 11
\ \\\\\ - - :��_:_:___:____:,___��_� \ \\
\ , \\\\\ ''I \\ EQUIPMENT, ETC., THAT MAY BE REQUIRED. UT — ITY
\ \ \ I \\� \ \ " I
\ \\\\ -, I 1\ \ \. 1%,
I
,
\ \ \\ \\ _'11 � I I . I \ " � _// I . — �-�i — WATER LINE
\ �\\\\ . EXISTING \,�\\-""-"__ 11 Ti �:vV,1"
J I *1 � - _______�:._ 1 27. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUC ON MEANS �' ' � I ,
\ \ \ \ "\ 1, ! . I ) ,Z�,� _,,:� ------- :�.�_ - - -,, -, I I ( I I 11 —S--- SANITARY SEWER LINE
\ \ \ i STORMWATER ,� � I
------ .::--=- I \\ AS SET FORTH IN THESE PLANS. I I
-,,�,:�\ \ � � I f __ - �
\ \ � T*� _______��:�---_-%,\ \\ I
,
\ \\ \ \ \ \\\\\ :, 1/1 _-, \\\\ \ \ IPF IRON PIPE FOUND
\ \ \\\\\ POND I \\.,\\\ I
\ R/W RIGHT OF WAY
\ \ \\ \ \ \,:, \ \ If \\\\ I
.1 \ \ \\,\\\,,\\ I /it I \it\% I I ------- FORMER PROPERTY LINE
0
p \ \\\\\\ 11 lm\ i
\ \ \ I I EXISTING lilt% � I I -, _ __ — , .. -
\\\\\, ; I// I t I I I DITCH LINE
x \ \\ ,,,�,,,,� \%\\\\ I 1111 I
I
\ \ 1,,:��\ \ I ------- � if / I ^_o_11v1_v1y1e1#_e11_ey1._1?� WOODS LINE
\ \ \ \\ .I-- ,Jill
: ,�;,­ --_-._-_---':�-, I
kp e,�b\ * - �� -, , I
...p \ \\,,,\,�', , )fill ---------- EXISTING PROPERTY LINE
\ \ \ \\ _____ 11, - I I
\ \\\ " __ __ "I � - � :::: 11111 " �u i P
\�� "" �,�� - _____ __ 11 ////I I
\ , , " -,, ,,, - " - NOTE-
\ . " .. .,,:�----------�,--,,-,-,"\ / / /j/// I "
\� \/M',��,P,\ ______ �� - / " ., " -, ,\ \ \ * I --------- �1 ----------- EX INTERMEDIATE CONTOUR ,
\ k \ ,:� \,-"�, -Z:------ - ,-:':� ------- �Z'_�, �� ., 1, �\\ � �
\ - < _,�, / ,,/ 11 11 \ J( ///// I _j
" ., \ , \\ \\\ - / � 35 -- -- -- --- ­­ - EX INDEX CONTOUR
�M;A- ---,, ;�, - - — — ____-�� �' �_ / / // " \,N, / /////"/ CONTRACTOR SHALL NOT USE
�' *'.� '�: 7�-_-�-_-�'- � -------- :-� -, -,�,,-,, ./ //// /
b '� , _,'�, � .,.�"/ \ " / / / / C I
____1 _� ��.Z__ " MAIN ENTRANCE OF CAMPUS — __ __ - Tp, ,
\ \ --------- , I- / / / \ \ / / / / o
� - *,,� *- -_ ", 11
, - - - - - - - ,- ." / - / 1. \�\,- ,'- , , ::z- -�'_� - ,
, �_ �, ; ; / - , -_ -, - " ,-",/ /
X \ 'A \ - _z__ � " " \ � , ", , -------- , - ----- ---, , ,
0 , �, , __-- __1 " . 11 - - - -- - - - - - __
t.x�l I \ ,,-�,-:z:�-------_-,- - _�<: -__-_��_____o-,,,��, ., FOR INGRESS/REGRESS FOR - - - - - - - - - - - EXISTING CULVERT
\1\ 11, \ � - , , � ,�, - - ,-..-: � � "',
.
.,- - .--: ��,, �'.-��-_
,_ __z - - - __= - -,
---I---
\ 001"' \ �.____� �_____:�___;:_ — ---____--- I � TI :1 " —
11
--
I ;
\ �I\ \ � ",
.
\ � I _\ \ \ � I I I M==
.
_,i�\ "I - -
I __1
I
___ __ - - - ___ ___ ___ __ I iill,'Y .... ..
,,,,
- . 17— 0 I tl� " WHHH"'' I I I I 1111H, PROPOSED BRICK PAVERS
laffmauggamm , � I I "HHH'
Ill 11 '1/ ,__� __� ` T_ __ - —.---. -1- I .1 1 5 1 1 a I All 1-1-1--i ''... . %altillookills 4 -
W
,U-
IL���� -
111�
_� . -1 "N\ I
i�
- — i Irn ( - �. -
"""'
IT1111-11, ,_ "��- I /
— — — — — -------- _____ \ ____ ______ .
BLUE 1.11
I
CLAY ROAD S.R. 1318 (N�_B�� .
\ __ a" ­_ - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - _j . ove—
;i
Z z:0- 1z 1�
- — — — — --I__ — — — — — — — — — — — ujo�_ = z
10 m = � ( SEAL __
ZZ5, RECEIVED = =
Lu 0 co rn z
r_� A CURVE TABLE �:z Cy - z 19T42 . --
�
- — - - — - - — - - — - - — - 1�,, le, - - — - - — - - — - - — - - —
NUMBER
CHORD DIRECTION
CHORD LENGTH
RADIUS
ARC LENGTH
DELTA ANGLE
C1
N1 8*29'31 *W
52.33
37.00
58.12
90*00,01 0
C 9
^`4*30'30*W
52.33
37.00
58.12
90,00,01"
I ..,;�' 5 m rc
0 z 00 IL.0 .F�
a �.%
vV-z_
'
* �' 0
­"� 49� ,xt
Ic N '� 14,.-C47
w 1�1 AUG 1 1 2003 - \A�N'V� - -
- . , !�
I fr,tc I-- -Zt 6 �,,,-T 01 "'
zz . D�al *"j(. *'� `
'I-
g Z� Z5 It$ .10010111
U_ cC LU Z - - 6 141M
a. < 0 0 <!5 PROJ # __w Q114D -GRAPHIC SCALE
o < Fn- \
0 z
4*�, = Z 5; N
I— 40 0 20 40 80
m Mis --- I I I
0 1
z �: �9� � � �� � �
,
-,
�
11
)i�, , , '14 1 Inch = 40 Feet
�
-
SITE PLAN LAYOUT AND PAVING PLAN 11 SCALE 1- = 40'
01 AUGUST, 2003

\ \l I 1 1.1 v\ \ I i ; I I f I CONTRACTOR TO REMOVE EXI
CURB INLET FRAME & GRATE
P REPLACE WITH NCDOT 840.16 SITE
V L
INLET FRAME & GRATE. CONTI�A. TOR
EXISTI 12'x5 If *r^ G -BOX - AS-N
Yri AM^ A -- I GI MOD! EEDED cc: ��=Dl a
Vol Co NSTRIJICTION AN
D SHALL MAINTAIN EXISTING GOITER LINE.
CURB INLET
CE PAD 1-40
CON ACTOR AIN 'IN
T UGHOUT "'v IN 77
OCESS
75=
IN- 2 7.75 a
32.69 32.75 INLET
<1 TOP CURB .4�)
(30­1 (301 (101
>
(10 G (30-1 INv 2tX�, I / j �' j
M
0 7 Qtitl INLET
Lip - - - \_L/ _j
33.00 .d-OAK RIM 31,16 %
3 MM AV N
_T_
W-AK 4T3_5q�
\ �
I of RMN i I j --r-f 11 i I I I
30.59 01 ir.::. ,
Is
33.50
--A, - V
0 (S-28 -CONSTRUCTION SEQUENCE:
S-10
0 (10-1 1. COi4TkXCTOR TO NOTIFY NdkNR PRIOR TO BEGINNING CONSTRUCTION. (910-395-3900)
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
_T F
0 4. CLEAR SITE, BEGIN GRADING, EXCAVATION AND PIPE LAYING
EXISTING SILT FENCE 3 5. INSTALL SEDIMENT AND EROSION /TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT 32.29 33.-
LEGEND TO BE MAINTAINED S-19 7= -50 - I I H THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP VICINITY MAP
(&" --- I I I 11111mm m ft, --- _L_
DURING CONSTRUCTION 11 ji I I$, I i I '_t L TO THE CURRENT END OF DISTURBED AREA.
33.00 4- 6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND NOT TO SCALE
POWER POLE ANCHOR MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS.
EXISTING SILT FENCE 11 CA 1�-=_-_=TV 33.50
OVERHEAD ELECTRIC 7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
0
TO BE MAINTAINED W 0 & CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE
- UT- =PS:359
UNDER GROUND UTILITY DURING CONSTRUCTION 0 PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
- W WATER LINE 9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR.
t Ill P-! S-9 �4 /4 1-4
0
SS- SANITARY SEWER LINE
T Ill J
IPF IRON PIPE FOUND EROSIOq CONTROL NOTES:
If S-25 1. ALL CONSTRUCTION ACTIVITIES SHALL 13E PERFORMED IN COMPLIANCE
o
R/W RIGHT OF WAY 1 33.50 NTH THE SEDIMENTATION POLLUTION
1 FIFT1FT,% /CONTROL ACT OF 1973.
FORMER PROPERTY LINE EXISTING TC-34.25 -7 2/ ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE
BC-33.75
d
DITCH LINE STORMWATER EARTH FOR THE SHORTEST POSSIBLE TIME.
DETENTION ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND
WOODS LINE POND Ill 3*0AK IL UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL
EXISTING PROPERTY LINE TC-34.25 I L€� 33.T11 P"ISTING TEMPORARY MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY
BC-33.75 L / / / / %/ ' , . �. Si:DIMEN* TRA� TO BE TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
0
30 PROPOSED CONTOUR 2901 4.36 C 10 5. SEDIMENT AND EROSION/ -TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL
TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION
SILT FENCE TC- 34.25 ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
0 2 0 SC-33.75 33.
v Fri -1 6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND
110-1 10UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. F
__31 EX INTERMEDIATE CONTOUR .41 3 .70 1
.41 3 •5 EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE
-3.38 STEPS TO REMEDY THE SITUATION.
-35 EX INDEX CONTOUR TC-34.25
CS-15 1 file s 1 3 .001 7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED
BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
PROPOSED STORM DRAIN
x 8. DISTURBED AREA lo, 406,850.40 SF (9.34 AC)
32- 32.9
- 33.5
EXISTING CULVERT 80 TC-3 25 SEEDING SCHEDULE;
TC_ STORMWATER NQTES:
EIC 3 .75
49 3 L09 1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE
- , --- - =z /X TING STORMWATER PONDS. STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON
F1 1 1. RUNOFF FROM SITE DRAINS TO EXISTING
PROPOSED INLET PROTECTION 33. 0
INLET 2. NCDWQ PERMIT NUMBER FOR EXISTING POND IS SW8 990923 THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
•11 ur %.3. TOTAL DRAINAGE AREA #3 oms 41.90 AC
30.0 __T if NI "4. DISTURBED AREA = 406,850.40 SF (9.34 AC) ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW. HOWEVER, IT
334 /X/ a6 IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC
CTURE\ - 07, •/"* /Z 5. ALLOWABLE IMPERVIOUS AREA (70,w, 29.33 AC)
V/ INLET asp (6. ACTUAL IMPERVIOUS AREA TO DATE = 884,703.60 SF (20.31 AC)
CONDITIONS.
-TOP CURS 331
PROPOSED STRU
t 15'R6P.7. PERCENT IMPERVIOUS TO DATE 48% A. CULTIVATE AREA TO A DEPTH OF So.
Os% liliv 27�6�4u7.27 B. APPLY AGRICULTURAL LIME AT THE RATE OF 3000 LOS. PER ACRE.
X/ 469 2
LOD PROPOSED CONSTRUCTI'ON LIMITS, 29.98 33. 1 C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 500 LEIS PER ACRE.
If I 77t J, MAINTENANCE PLAN D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
33.45 IN
Z
> IS *T-1 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND DRY SOILS (APRIL SEPTEMBER)
1 1 g-3 OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
22 8'> 10 4 31 ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL Km RATE PER ACRE
12 /j/ // k?'I %
v 1111La,11,1 /// /,/ - BERMUDA GRASS 40-80 (1-2 LB/1, SQ.FT.)
PRACTICES AS DESIGNED.
15 01 U 0 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED NTH AN ADDITIONAL 2
x E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LEIS PER ACRE.
U 29.66 I�j INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
w ITC-34.251 THE STREET WILL BE IMMEDIATELY REMOVED. F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
4
K-33.75
I AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
30.64 \\,\ 'I
I - 1 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP OF 300 GALLONS PER ACRE.
31.05
32.37 o
1 ` I to \ \_- € € I € I_ ; f , ', ';f r'�% ,{ / f�, cif % i I I If 1 0 € ! I BARRIER. 2. WERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
• ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND'MULCHED PERIOD OF TIME. DUE TO SEASONAL CONSIDERARATIONS. A TEMPORARY COVER SHALL BE
j;j/_j'/ / / # ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
04 Irl I I III ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
I CIO IV) 1
32.8 111 -VEGETATIVE COVER,
40D --- WINTER (SEPTEMBER APRIL) SUMMER (MAY - AUGUST)
29,44
NOTES: ANNUAL RYEGRASS 50 LB& GERMAN MILLET 50 LB&
STABILIZATION TALL FESCUE 50 LBS.
SjT I N
N
R if
?CON
A
T UC
OCES
4-
E
of
Af D"
30,70 E31 - 32.91 0 <
34.25 /L.Lj 22­4v 20 TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
/Z 1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY VE
PHASE OF GRADING. WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
29.73 EIC 33.75
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT
2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF
Z/ BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS
ANY PHASE OF GRADING. I
32.6
25 /v 32.70 1,
0 fill I SOON AS CONDITIONS ARE FAVORABLE.
TC-34. I I/
42 -9. E D5 BC-33.75 3.41 J CL t,3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
IN, f#1 I I il%-
32.0t) IN,
cc
TC-34.25 XEXIS ING siL r m it
BC-33.75 %ri -- q I I'. 'IF, -_ --
If F-TO OE_' REM YLY IMG
wA IN
'EDCON$ RRIQPO�u ///A_: �;�NNV iN��3 STOF 1 11JI /P R -,7,07
4 9f;
BC-33.75
-4-
-2
+ 41J. > , // r%; ,%%'�/ /f ` /� / !/ r ;�j` r'r ' € € € € I I € 15-24 / i� I I
A,
133.57t
4m
I"'I" - . -- J
29.4
Of
;�� - �€i11 f�/ `�/'{/ ! €€ € 1 M € ! I € € € '�_�
230I � � J ( ! I I
ID
-IT
itlll(10 1 1 1 IIII1'IL.5
1 33. ;�O��
_4_2 9 - - - - - - - - - -
00 33.56 - - - - - - - -
=37-
y
1 II J J o
33.14
/ '� / \ �, �' € i€i€ I ( { t 9.
4 3
f� €IIf I \ / ! o EXISTING I I I I
EIS
\ \v` j \ € € € STORMWATER 33.36 33.36
DETENTION 32.66 32.66 .2!
POND
NLET
7}TOP 31.80
N11 32.23
22 30.81 31.42 INV
/ (l j € i € I J 32.35 32.51 31_57, 3a. :D
2
31-95 31.95 60 30.76 30.10
28.8 0.34 31.40 31.47 1 30,
31.26 311 -50-6-3)) 30. 29.60
2
29. 1A -7 <
59 30.80 29.18
DA
T13 9E RE
N�\ 1111 INLET PROTECTIW 4 P-13- 0
IN TA_CAI ION SILT FE4�E 0
1111 (TYP.) SEE DETAIN 0
SHEET C7.1 3 0 3:0)
0"t
x -2 S-21 I
NN S-11
\ \ ���\\ \ j j € € € i - - -- -
- - -_ L
- - - - - - OD
_00
LOD LOD
29--
SEAL
1 742
ld3
r-AIQIII'4%2 SILT FENCE - - - - - - - - - - - 28 - - - - - - - TO BE DEMOLISHED
TO BE MAINTAINED 0
A 11 1 4
DURING CONSTRUCTION \ \ \ 1_.
Tom
_N
CP PROPOSED SILT
\\\\\ \ \ \\ \\\ \ \V\ EXISTING _30-
C,\4 -Z2
FENCE. SEE DETAIL
SHEETC7.1 STORMWATER _27-
DETENTION Z26 \ t \\ \ \\ \ `\
\\7, \` \\\\ POND 3 .41 SEDIMENT TRAP #1
VOLUME 3,700 F
N\ T*`3
N\ IVJ L= 37 FT
0
N\ \�x W=7
FT
N Z\
X
N ;Z-�
1-2 cv I
NOTE:
�y CONTRACTOR SHALL NOT USE
%/x
MAIN ENTRANCE OF CAMPUS
/
61. FOR INGRESS/REGRESS FOR
CONSTRUCTION PURPOSES.
o
€€III Ill `� '� \ \ \� ��,� Il NOTE: ALL SPOT GRADES ARE TO GUTTER LINE.
Z INLET
RIM 2�) 62
E- CL:AY- RdA-D S. R. 1318 (60' R/W)
___._ __ -- - � __._ � .,..•. _ .._. ..._ _ -- .� � ..._ ...,_ .- _ _ � - _ � - _ - - - - - - _... GRAPHIC SCALE
40 0 20 40 80
At IV i
Inch 40 Feet
WETLAND NOTE:
\�Ijt It 7
it I I WETLAND AREA ON .PROPOSED SITE WAS PREVIOUSLY PERMITTED
BY THE USCOE, PERMIT NO. 200000847 DATED APRIL 13, 2000.
STORM SEWER-.,
STRUCTURE SCHEDULE
-STR. NO.'-!
TYPE
I
REMARKS
S_1__
FLARED END SECTION
NCDOT
STD.
310.05
S-2
MANHOLE
NCDOT
STD.
840.31
OR 840.32, FRAME & GRATE
840.54.
S-3
CURB INLET
NCDOT
STD.
840.01,
FRAME & GRATE
840.03.
S-4
MANHOLE
NCDOT
STD.
840.31
OR 840.32, FRAME & GRATE
840.54.
EXS-53
EXISTING CURB INLET
EXISTING STRUCTURE
S-5
MANHOLE
NCDOT
STD.
840.31
OR 840.32, FRAME & GRATE
840.54.
S-6
CURB INLET
NCDOT
STD.
840.01,
FRAME & GRATE
840.03.
S-7
MANHOLE
NCDOT
STD.
840.31
OR 840.32, FRAME & GRATE
840.54.
EXS-49
EXISTING CURB INLET
EXISTING STRUCTURE
S-8
CURB INLET
NCDOT
STD.
140.01,
FRAME & GRATE
840.03.
S-9
MANHOLE
NCDOT
STD.
840.31
OR 840.32, FRAME & GRATE
840.54.
S-10
DROP INLET
NCDOT
STD.
840.15,
FRAME & GRATE
NCDOT STD.
840.16
S-11
MANHOLE
NCDOT
STD.
840.31
OR 840.32. FRAME & GRATE
840.54.
S-12
CURB INLET
NCDOT
STD.
840.01,
FRAME & GRATE
840.03.
S-13
CURB INLET
NCDOT
SM.
840.01,
FRAME & GRATE
840.03.
S-14
CURB INLET
NCDOT
STD.
840.01,
FRAME & GRATE
840.03.
S-15
FLARED END SECTION,
NCDOT
STD.
310.05
S-16
CURB INLET
NCDOT
STD.
840.01,
FRAME & GRATE
840.03.
S-17
CURB INLET
NCDOT
STD.
840.01,
FRAME & GRATE
840.03.
S-18
CURB INLET
NCDOT
SM.
840.01,
FRAME & GRATE
840.03.
S-19
FLARED END SECTION
NCDOT
STD.
310.05
S-20
CURB INLET
NCDOT
STD.
840.01.
FRAME & GRATE
840.03.
S-21
MANHOLE
NCDOT
STD.
840.31
OR 840.32. FRAME & GRATE
840.54.
S-22
MANHOLE
NCDOT
STD.
840.31
OR 840.32, FRAME & GRATE
840.54.
S-23
DROP INLET
NCDOT
STD.
840.15,
FRAME & GRATE
NCDOT STD.
840.16
S-24
DROP INLET
NCDOT
STD.
840.15,
FRAME & GRATE
NCDOT SM.
840.16
S-25
DROP INLET
NCDOT
STD.
840.15,
FRAME & GRATE
NCDOT STD.
840.16
S-26
DROP INLET
NCDOT
STD.
840.15,
FRAME & GRATE
NCDOT STD.
840.16
S-27
DROP INLET
NCDOT
STD.
840.15,
FRAME & GRATE
NCDOT STD.
840.16
S-28
DROP INLET
NCDOT
SM.
840.15,
FRAME & GRATE
NCDOT STD.
840.16
EXS-19
EXISTING MANHOLE
EXISTING STRUCTURE
EXS-20
EXISTING CURB INLET
EXISTING STRUCTURE
STORM SEWER SCHEDULE
DRAINAGE PIPE DATA
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
(7.)
UPSTREAM
RIM
(ft)
DOWNSTREAM
RIM
(ft)
UPSTREAM
INVERT
(ft)
DOWNSTREAM
INVERT
(ft)
P-1
S-2
S-1
RCP Ill
36"
66 LF
0.50
29.00
N/A
24.33
24.00
P-2
S-3
S-2
RCP Ill
24"
56 LF
0.50
29.18
29.00
24.61
24.33
-3
1 S-4
S-3
RCP Ill
24"
57 LF
0.51
31.35
29.18
24.90
24.61
P-4
S-5
S-4
RCP Ill
24"
103 LF
0.50
32.28
31.35
25.41
24.90
P-5
S-6
S-5
RCP Ill
24*
108 LF
0.50
33.16
32.28
25.95
25.41
P-6
S-7
S-6
RCP Ill
18"
88 LF
0.49
33.75
33.16
ZU8
25 ,95-
P-7
S-8
S-7
RCP Ill
1 18"
72 LF
0.50
33.16
33.75
26.74
26.38
P-8
S-9
S-8
RCP Ill
1 15"
112 LF
0.51
32.25
33.16
27.31
26.74
P-9
S-10
S-9
RCP Ill
18
94 LF
0.50
32.50
32.25
27.78
27.31
P-1 0
EXS-53
S-4
RCP Ill
15"
21 LF
1.00
30.67
31.35
26.43
26.22
P-11
EXS-49
S-7
RCP Ill
15
13 LF
1.00
32.66
33.75
27.25
27.12
P-12
S-11
S-2
RCP Ill
24-
311 LF
0.30
30.00
29.00
25.26
24.33
P-13
S-12
S-11
RCP Ill
18"
141 LF
0.30
28.80
30.00
25.69
25.26
P-14
S-13
S-12
RCP Ill,
15"
55 LF
0.49
28,80
28,80
25.96--....
25.69
P-1 5
S-14
S-11
RCP Ill
18"
14 LF
0.50
30.17
30.00
25.33
25.26.
P-16
S-16
S-15
RCP Ill
24*
30 LF
0.50
29.41
28.00
24.15
24.00
P-17
S-17
S-16
RCP Ill
18"
117 LF
0.50
29.60
29.41
24.74
24.15
P-18
S-18
S-17
RCP Ill
15"
116 LF
0.50
29.42
29.60
25.32
24.74
P-19
S-20
S-19
RCP Ill 1
42"
48 LF
0.29
29.57
27.00
23.77
23.63
P-20
S-21
S-20
RCP Ill
42"
68 LF
0.29
31.60
29.57
23.97
23.77
EX-23
EXS-26
S-21
RCP Ill
3o"
180 LF
0.49
30.61
31.60
24.85
23.97
P-21
EX -PIPE
S-21
RCP Ill
24*
34 LF
0.41
NZA
31.60
24.11
23.97
EX-17
S-27
S-28
RCP Ill
18-
65 LF
0.95
32.00
32,67
25.29
24.67
P-22
S-23
S-4
RCP Ill
.15"
41 LF
1,00
31.55
31-35
25.41
25.00
P-23
S-24
S-5
RCP Ill
15"
27 LF
1.00
31.76
32.28
25.68
25.41
P-24
S-25
S-9
RCP Ill
15"
27 LF
1.0
32,512
33.25
n,58
27.31
P-25
S-26
S-10
RCP Ill
15"
86 LF
1.0
32.00
32.50
-28,64
27.78
P-26
EXS-20
S-27
RCP Ill
1 a"
55 LF
1.0
31.49
32.Q0
25.29
EX-18
S-28 I
S-22
RCP Ill
18"
36 LF
11151-si
--1 -7 r, 7
33.60
--2-5-8-4--
24367-
24.40 -1
Zwok
8 i�
0 u Q ZZZ
AIM
u
(A Im
. ; .
865
�as
&3
72
2 g.G
11
Oak al
2�6,
wo
E
ri
V IP
t-- M
MC3-
1-9
45
rn Z
8
heEU14
6
.2 E
I REVISIONS I
CONSTRUCTION
DOCUMENTS
Li
1000 r%
k�
Li
0
U
<
:D
=>
0
m
0
ry
CJ
u
do r%
<
ry
O
LLJ
LJLJ
0
L.Lj
F-
0
DIED
PRINCIPAL-
PROJECT MANAGER:
MNH
DESIGNED BY:
RPB
DRAWN BY:
RPB
CHECKED BY:
DIED
PROJECT NUMBER:
10706.00
CADD FILE- C5.1-GRADE-DRAIN-EC
C5.1
01 AUGUST, 2003
RCP Ill = CLASS Ill RCP
INCLUDES FLARED END SECTION
SITE PLAN GRADING, DRAINAGE AND EROSION CONTROL 11 SCALE 1" = 40'

O
2 a
1-40
v � �
a ,
•
Dol
KERR AV N
f _ s
LEGEND
POWER POLE/ANCHOR
-------
OVERHEAD ELECTRIC
_---
UNDER GROUND UTILITY
--
WATER LINE
!PF
IRON PIPE FOUND
R/ W
RIGHT OF WAY
-- --------
FORMER PROPERTY LINE
DITCH LINE
ri
WOODS LINE
- -
EXISTING PROPERTY LINE
30
PROPOSED CONTOUR
SILT FENCE
-- - -,- - -----
EX INTERMEDIATE CONTOUR
35 _,_.w ..,_ _:._._h
EX INDEX CONTOUR
PROPOSED STORM DRAIN
A•••�•••••�
PROPOSED ROOF DRAIN
EXISTING CULVERT
gqw
HEAVY-DUTY PAVEMENT
z�� `.�„
PROPOSED LANDSCAPE,
SOD OR SEED AREA
S /
i\\\t4ttigtE/p
•
.�� A
APPROVED
WORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION SEAL
DIVISION OF WATER QUALITY A - 9a74
I -)AA12 Z x)-3 :wry f Z: 03 �w
IV
APPROVED
!p%ptttllkitsttt\\
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION GRAPHIC SCALE
DIVISION OF WATER QUALITY 6o 0 30 60 120
I Inch = 60 Feet
OVERALL SITE PLAN SCALE 1 " = 60'
z S 0 o v s;,, f ct
oa. ffi "M' a► en,M a
z�
S 0
E.j
N
ui
d)
j C C
in y 0.
O
lu U >
Q r�
0
zzz
}yjg
�F c�V a cx'rd rd
N �+—
Uap �na
IME
�69v
CZ
0 d
doull
ovaa=
t7
C
e
REVISIONS
Z
W
U
0
UL51VN
DEVELOPMENT
1'
ts-
L
C
W
0
u
C
J
W �
c
U
0 _
ry
Q O
i
� z
O
LLJ ~
<
Q_=
PRINCIPAL: DED
PROJECT MANAGER: MNH
DESIGNED BY: RPB
DRAWN BY: RPB
CHECKED BY: DED
PROJECT NUMBER: 10706.00
CADD FILE:OVERALL-LAYOUT
OVERALL SITE PLAN
C 1
v 0
22 JANUARY 2003

C
LEGEND
POWER POLE/ANCHOR
OVERHEAD ELECTRIC
UNDER GROUND UTILITY
WATER LINE
IPF
IRON PIPE FOUND
R //W
RIGHT OF WAY
FORMER PROPERTY LINE
DITCH LINE
WOODS LINE
EXISTING PROPERTY LINE
---------- -----------
EX INTERMEDIATE CONTOUR
1,40 21m,
NUMBE
DIREC11ON
DISTANCE
Ll
S6329'30 E
2.28'
S6
S7
26.91'---
4*40"E
43.1
_S74'1
S74*1 4'40"E
6.23*
S63*2
CURVE TABLE
NUMBER
CHORD DIRECTION
CHORD LENGTH
RADIUS
ARC LENGTH
C1
S66*07'55"W
127.55
100.00
138-11
C2
N86*1 2'29"W
15.34
37.00
15.45
C3
S86*1 229"E
11.19
27.00
11.28
C4
N32-30'49"W
34.57
37-00-T-35.97
GENERAL NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
PERFORMED BY WK DICKSON & CO., INC. DATED JUNE 11, 2002.
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS,
6. CONTRACTOR SHALL MAINTAIN THE SITE 1N A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL
DUE TO CONSTRUCTION OPERATIONS.
9. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
10. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
_5
EX INDEX CONTOUR
11. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEANED AT ALL TIMES.
EXISTING CULVERT
V=os
PROPOSED ASPHALT
12. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE
wz
w
PROPOSED HEAVY DUTY PAVEMENT
PAVEMENT. SEE
UNLESS NOTED DIFFERENT ON PLAN.
gw - -
SHEET C7.2
FOR DETAILS.
13. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
­x k.
PROPOSED LANDSCAPE,
✓
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
x
SOD OR SEED AREA
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS.
=210914.6"j
E=2339144.f
Aj4 -
VL
PROPOSED ACCESS
DRIVE. SEE SHEET
C&O FOR DETAILS Yf
'g
N6 /QPG
ti 3R 14. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
5'R DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS,
N26*30'30"E CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE
149.21 DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
'Con
ui
15. ALL PARKING LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS
Z
C5 AND SHALL CONFORM TO NCDOT.
7Z 16. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
A C14 SEE SHEET L3.0 EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
S26*30'30"W t- FOR LANDSCAPE DESIGN GIVEN TO THE OWNER UPON COMPLE11ON OF THE PROJECT WITH A COPY OF THE
91 167.00' - - - - 11 AND DETAILS. (TYP) TRANSMITTAL LETTER TO THE ENGINEER.
Li ui 17. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
�o 6
2 CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
0 0 PROPOSED 24"
(o
(o CONC. CURB &
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
Co
to
V) U) GUTTER. SEE
0
,a) C� GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
K,
0 ­�-f
C14 SHEET C7.2 18. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
S26*30'30" FOR DETAILS LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
N _ _ �W _ _
91 167.0 SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
1 16
7 EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
u.j ui NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
C,4
0
('� ` fsfr^t` Y
C�
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
(o FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
'R TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
10'R
;1)
U-)
t72
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
S26'30'30"W
91 ;67.00' g6,19XR 19. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
N1 I 1 20. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
o C6
PROPOSED 21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS
9
17 If I I I i CONCRETE NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF 'DRIVERS IN THE PARKING AREA AND
SIDEWALK. SEE AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
N26*30'30"E
L SHEET C7.2
C14 FOR DETAILS
4.
f" -7 ill.
T­;�,,:Z�,yc,�' fg
�7
ul) '30'30"E
125.30'
91
MID
N26*30'30"E
E)
PROPOSED 99
HEAVY DUTY TYF
ASPHALT. SE
41P
SHEET C7.2
FOR DETAILS
� � � � r. - s.,, Nt -' t.; �V � f f � i ' I � { 3 l i t ( ' j! i 1
04
N26'30 30"E
_E)
234 EXISTING SPACES
102.51'
,Z.
cc
C6
51k �PL
PROPOSED 6'
CONCRETE 7 N' i '. ! f # s € i
SIDEWALK. Z)tt
As4 26*30'3LUO"E
SHEET C7.2
91.11
FOR DETAILS
'00 N
PROPOSED 24" 1.4 MAY-
CONC. CURB &
GUTTER. SEE
SHEET C7.2
,A.L 10'30"E
SEE SHEET L3.0
FOR DETAILS �1 _; I � ­ . I ��2 - - *�t � - FOR LANDSCAPE DESIGN CONCRETE
'79,62' AND DETAILS. F SIDEWALK. SEE
SHEET C7.2
/ 71
74
PROPOSED ACCESS
46 T-� P%,'. TwV HIC AH,
DRIVE. SEE SHEET• "VA;
C8.0 FOR DETAILS
E=2338521.98
PROPOSED . . . . . . . . . . . . . . .
HEAVY DUTY !.5'R 12.5'R WIR
ASPHALT. SEE :MAK
SHEET C7.2
FOR DETAILS
o z
0. IL
z
A C! A
Z,=
Z
,
0
m
S .9
E
L6
Lu 4)
C IT
I-
E
a
z C 0
0
mr Im
<
z000zz
WN 9
- , If
C4
Z9 :osr.
=a: E
09
0 gg
ZE-6 r:
to
10
ILI
REVISIONS
z
w
DESIGN
DEVELOPMENT
bi
CD
Li-i
0
C)
0
V)
< =D <
X 0
L.LJ 0 r?-
0
ry
< 0
0
I-
Lj_j 0
< <
PRINCIPAL: DED
PROJECT MANAGER: MNH
DESIGNED BY: RP8
DRAWN BY. RPB
CHECKED BY. DED
PROJECT NUMBER: 10706.00
PAnn FILE: t14fL_1 A%YV IT-DAMWI
GRAPHIC SCALE
'MI s 40
0 20 40 80
1 Inch = 40 Feet C4f.0
DIMENSIONED LAYOUT SCALE 1 =40' 22 JANUARY 2003
1 1
22. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
23. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
24. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
25. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
26. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CURRENT ZONING: .0&1 (OFFICE AND INSTITUT10
MAXIMUM BUILDING HEIGHT: 40 FT.
MINIMUM INTERIOR LANDSCAPE ISLAND: 50 SQ. FT.
MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
PARKING: 1 SPACE/ EACH 10 STUDENTS
PLUS 1 SPACE FOR EACH CLASSROOM
AND ADMIN. ROOM
SITE INFORMATION REQUIRED PROVIDED
MINIMUM LOT SIZE 15,000 SF 6,168,967 SF (141.62 AC)
MINIMUM LOT WIDTH 90 FT > 90 FT.
SETBACK STANDARDS
MINIMUM FRONT YARD: 25 FT. 25 FT.
MINIMUM SIDE YARD: 0 FT. N/A
MINIMUM REAR YARD: 0 FT. N/A
PROVIDED PARKING:
TOTAL EXISTING PARKING: 448 SPACES
TOTAL PARKING EXPANSION: 262 SPACES (EXPANSION ONLY)
EXISTING BUILDING: 117,340 SF
PARKING RATIO: 6.1/1,000 SQ FT
HANDICAPED SPACES: 20 EXSTING PROVIDED, 9 REQUIRED
SURVEY NOTES:
1. CALL "CENTRAL LOCATING SERVICE" BEFORE EXCAVATING
OR BORING.UNDERGROUND UTILITIES SHOWN ARE LOCATED IN
PART FROM ACTUAL FIELD LOCATIONS, OLD RECORDS AND AS
MARKED BY "NOCUTS, INC." IN JANUARY, 1999. THERE MAYBE
OTHER UTILITIES NOT SHOWN.
2. NO WATERCOURSE OR 100-YEAR FLOOD PLAIN AS MAPPED
BY F.E.M.A. OR AS DEFINED BY ANY FEDERAL OR STATE OR
LOCAL AUTHORITY IS LOCATED ON THIS PROPERTY. THIS
STATEMENT IS BASED UPON EXAMINATION OF FIRM MAP NO.S
370168 0030 D AND 370168 0040 D BOTH OF WHICH WERE
LAST REVISED APRIL 15, 1986.
3. THIS TRACT IS IN ZONE C ACCORDING TO F.E.M.A.
FIRM MAP COMMUNITY -PANEL NUMBER 370168 0030 C,
REVISED APRIL 15, 1986.
4. FIELD SURVEY AUGUST 2002.
�. ELEVATIONS BASED ON NCGS MONUMENT.
CULVERT 2" (ELEV. 30.32) NGVD 29.
_j,
FLII IiR�ll
I I T
I 1_--, 11
EXISTING
BUILDING
F.F.E. = 35.0
�p
Imc
FIILIOW41121�li
ti
VICINITY MAP
NOT TO SCALE
214 EXISTING SPACES
ff
r
HC
HC

------------------ ----------
DRAINAGE BOUNDARY FOR
-
DETENTION POND
GE BOUNDARY MAP
NOT TO SCALE
MOM
L D LOD F� ­32 1 OD L -0 DC
_33-
52, 3
0
32 32.56
3.73
31,0
}.`' tt}i} ' 3 0.5
.21
31.3 1 3-1 31.42 0
0
rT1
31.00
31.62
_7
r
0 31.83
. 23-
STONE CHECK DAM
33.04
.72
.72 32.24 32.06 32.24 r
0
3-2.14
:3)
32.352'
31.85
/� '.,
I
31.81 31.70 3 6!f r
0
C)
61-00 31.75
31.28
w ' I f
31. 6 1 31.06 3 !2
10. GRADE CONCRETE WALK
TO SLOPE AWAY FROM
30.93 31.00 0 PARKING LOT
1.31 K., LOD
1.35 31.74 - - - - - - LOD -------
1. 8 3.96
r
.7 .9 0
m
0
.21
WAIL IN
E L. 33.
30.61 32
5
J \V
T
RIPRAP-APRON14 85
CLASS STONE STONE 31.75
31.69 31.82 lik"T
cF-
31.69
31.78 31.86
41
qu
31. 5.
lilt
32.15
234 EXISTING SPACES
32.02
3 0
-S-2 0:7)I�
PROTECT EXISTING 1 TREES
Q�
HC
J/
31.78 s IHC
XIS-,nNG PITCH TO
BE RESHED AS -
SHOWN. U-1 SIDE/SLOPES) 31.56
SEE DETICER-3, /SHTj� 7.2
eP
/r Fic
00
PROTPOSED SILIT FENCE
'E MAINT41NED 3b �j
i EXIVING 12 k50, I TO B 26
DURING CONSTRUCTION 31 IV TEMPORARY tONSTRUCTI[W
NENTRANCE PAD TO REMAIN i'222Z
0 .04 1.54 CONTRACTOR TO MAINTAIN
31.28 THROUGHOUT CONSTRUCTION
RROQE�S
RIPRAP AOROI
31 4313 00
CLASS B STONE
ro
0 LODOkX-- LOD
3 LOD -LOD LOD LOD
�32
32
31.92 0 32.00
32.75 31.90
'PROPOSED SILT FENC
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO NOTIFY NCDENR PRIOR TO BEGINNING CONSTRUCTION. (910-395-3900)
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
4, CLEAR SITE, BEGIN GRADING, EXCAVATION AND PIPE LAYING
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL
DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED, DISTURBED AREAS ARE NOT TO
LAY EXPOSED LONGER THAN 15DAYS.
7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED
DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE
EFFECTIVENESS OF ALL EROSION CON*OL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO
TAKE ADEQUATE STEPS TO REMEDY THE SITUATION.
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
8. DISTURBED AREA = 104,085.96 SF (2.39 AC)
STORM WATER NOTES:
1. RUNOFF FROM SITE DRAINS TO EXISTING STORMWATER PONDS.
2. NCDWQ PERMIT NUMBER FOR EXISTING POND IS SW8 990923
3. TOTAL DRAINAGE AREA #3 = 41.90 AC
4. DISTURBED AREA - 159,871 SF (3.67 AC)
5. ALLOWABLE IMPERVIOUS AREA (707, 29.33 AC)
6. ACTUAL IMPERVIOUS AREA TO DATE = 591,980.40 SF (13.59 AC)
7. PERCENT IMPERVIOUS TO DATE = 467*
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS.
DENSE VEGETATIVE COVER.
STABLIZATION NOTES
1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
PHASE OF GRADING.
2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF
ANY PHASE OF GRADING.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE
STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON
THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW, HOWEVER, IT
IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC
CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 3000 LBS. PER ACRE.
C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL - SEPTEMBER)
RAIE PER ACRE
BERMUDA GRASS 40-80 (1-2 LB/1,000 SO -FT.) BERMUDA GRASS
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME. DUE TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL BE
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER - APRIL) . SUMMER (MAY - AUGUST)ANNUAL RYEGRASS 50 GERMAN MILLET 50 LBS.
4
LEGEND
POWER POLE/ANCHOR
OVERHEAD ELECTRIC
UNDER GROUND UTILITY
WATER LINE
IPA
IRON PIPE FOUND
R/W
RIGHT OF WAY
FORMER PROPERTY LINE
DITCH LINE
WOODS LINE
EXISTING PROPERTY LINE
30
PROPOSED CONTOUR
SILT FENCE
EX INTERMEDIATE CONTOUR
EX INDEX CONTOUR
PROPOSED STORM DRAIN
EXISTING CULVERT
PROPOSED INLET PROTECTION
TEMPORARY SEDIMENT TRAP
DRAINAGE FLOW ARROW
LOD
LIMITS OF DISTURBANCE
w m, 0 wo w m M
DRAINAGE AREA
1-40 2r/
1-40
2=
VICINITY MAP
NOT TO SCALE
DRAINAGE PIPE DATA
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
M
UPSTREAM
RIM
(ft)
DOWNSTREAM
RIM
(ft)
UPSTREAM
INVERT
(ft)
DOWNSTREAM
INVERT
(ft)
P-24
CI-24
FES-23
RCP 111
15-
2-Q- LF *
0.52
30.66
29.00
27.13
27.03
P-25
CI-25
CI-24
RCP III
1 15"
23 LF
0.52
30.66
30.66
27.25
27.13
P-26
CI-26
CI-25
RCP 111
15"
14 LF
0.50
30.95
30.66
27.32
27.25
P-28
CI-28
FES-27
RCP IV
36"
19 LF *
0.30
30.61
31.00
26.08
26.02
P-29
CI-29
CI-28
RCP IV
_30'
23 LF
0.30
30.61
30.61
26.15
26.08
P-35
CI-35
CI-29
RCP 111
15"
73 LF
0.30
31.04
30.61
26.37
26.15
P-30
CI-30
CI-29
RCP IV
1 30"
84 LF
0.30
30.71
30.61
26.40
26.15
P-36
Cl- 36
CI-30
RCP IV
15"
180 LF
0.30
30.71
30.71
26.94
26.40
P-31
DI-31
CI-30
RCP IV
30_
102 LF
0.30
30.57
30.71
26.68
26.40
P-32
MH-32
DI-31
RCP IV
30"
69 LF
0.31
32.05
30.57
26.87
26.68
P-37
DI-37
MH-32
RCP IV
18"
118 LF
0.30
30.57
32.05
27.22
26.87
P-33
S-33
MH-32
RCP IV
24"
112 LF
1 0.30
1 32.62
32.05
27.24
2687
TALL FESCUE 50 LBS RCP III = CLASS III RCP
TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. * INCLUDES FLARED END SECTION (FES)
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY Cl - CURB INLET
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT DI - DROP INLET
BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS MH -MANHOLE
SOON AS CONDITIONS ARE FAVORABLE.
3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH. WETLAND NOTE:
WETLAND AREA ON PROPOSED SITE WAS PREVIOUSLY PERMITTED
BY THE USCOE, PERMIT NO. 200000847 DATED APRIL 13, 2000.
,U-R& 31.49
INV 25 34
ji
Lj u
EXISTING
BUILDING
F.F.E. = 35.0
TO BE MAINTAINED 33.00
OA
DURING CONSTRUC'
-A I'll. I _1� uu
T09, 0%ro K
aCr 3N
CL__�
32
. . . . . . . . . . . . . . SEDIMENT TRAP #1 3t'
VOLUME = 548 FT 3 if Z-1
L=46 FT
T-36-
D=4 FT 8 ao
W=4 FT 3 '14
7-
---- ----- --
214 EXISTING SPACES
SEAL
Z
jZ
P7
V(31 N
. H. 11 , 011�1
GRAPHIC SCALE
40 0 20 40 80
1 Inch = 40 Feet
GRADING, DRAINAGE & EROSION CONTROL PLAN SCALE 1 40'
'-28 goo
0 x v ZZZ
ON
E
SS, , rl
oz
VI
Z
Adh
REVISIONS
DESIGN
DEVELOPMENT
LIJ
CD
Lj_j
_j
0
U
0
a- =>
X :�E I
0
L.LJ 0 ry
(_5
0
< 0
W
LL_
0
F-
L1_
rl000 0J o
-
< <
PRINCIPAL: DED
PROJECT MANAGER: MNH
DESIGNED BY: RPB
DRAWN BY: RPB
CHECKED BY: DED
PROJECT NUMBER. 10706.00
CADD FILE: C5.0-GRADE-DRAIN-EC
C5* 0
22 JANUARY 2003
DESIGN
DEVELOPMENT
LIJ
CD
Lj_j
_j
0
U
0
a- =>
X :�E I
0
L.LJ 0 ry
(_5
0
< 0
W
LL_
0
F-
L1_
rl000 0J o
-
< <
PRINCIPAL: DED
PROJECT MANAGER: MNH
DESIGNED BY: RPB
DRAWN BY: RPB
CHECKED BY: DED
PROJECT NUMBER. 10706.00
CADD FILE: C5.0-GRADE-DRAIN-EC
C5* 0
22 JANUARY 2003

-EXISTING TREE
I
tt I
STAKES DRIPLINE ---""
t .�-----I_-HEIGHT ABOVE
SILT BARRIER PROTECTIVE BARRIER-•�•� 1 I GRADE MAXIMUM SIDE SLOPE IS 2:1
1 STAKE AT FENCE
EACH CORNER GROUND.'.'.'.'::.'.'.'.'.'.'.'.'.'::.� t
C3
6 MIN. /^ Box 1
1 /2" PER FT SLOPES= 3:1
ti SLOPES= 3:1 1 /4 PER FT 1 /4" PER FT
I r <
MIN. MIN. ( WIDTH VARIES
12 MIN. ',•; •�, ,.: is i. NOTE: r .
a.. ® ,
2» - 3" TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A CURB - r CURB
COARSE AGGREGATE SILT BARRIER FENCE SECTION A ---A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. SEE PV-3( SEE PV-3) NOTE: CONTRACTOR TO KEEP WIDTH OF CLEANED
NOTE: FOR CURB INLETS AND DROP INLETS DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO {) PAVEMENT DITCHES THE SAME AS PRIOR TO CLEANING.
THE TIPS OF THE OUTERMOST BRANCHES. (SEE PV-1)
METHOD OF TREE PROTECTION DURING CONSTRUCTION
ER-1 TEMPORARY CONSTRUCTION ENTRANCE ER-2 DROP INLET PROTECTION (ER-3 TREE PROTECTION RD-4 ROAD DETAILS SD-5 EXISTING DITCHES
C- 7.1 N.T.S. C-7.1 N.T.S. C- 7.1 N.T.S. C-7.1 N.T.S. C- 7.1 N.T.S.
VARIES (10' MAX.)
I I 3,_6»
F' TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. i
#12-1 /2 GUAGE CONC. PIPE _
A
8" 8"
LINE WIRES MIN. X X
#12-1/2 GUAGE P PEC• P PEC 3:CONC. I CONC.
PIPE CONC. PIPE PIPE
I
\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ // IN
\\ \\
\\ \ BOTTOM STRAND MIN. #10 GUAGE \\ / PLAN PIPE ORIENTATION VARIES SEE PLAN
WITH COPING REMOVED GRATE ELEV.
SEE SHEET C-4.03 SECTION X-X
GENERAL NOTES: 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2"
STEEL OR WOOD POST \\ \�// ri ON CENTERS. STEPS SHALL BE IN ACCORDANCE W/ STD. 840.66
8"-.-- --• I -- 2. CLASS "B" CONCRETE TO BE USED.
FILTER FABRIC B 3. MORTAR JOINTS ARE 1/2" t 1/8".
x ( 4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
CONC.
CONC.
FILL
PIPE
FILL SLOPE ( 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
INVERT ELEVATION MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
GROUND LINE _ SEE SHEET C-4.03
NOTES: z I = 6. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
1. WIRE SHALL BE A MINIMUM OF 32" IN r� `i iv 'r, °^ 7. IF REINFORCED CONCRETE PIPE IS §ET IN BASE SLAB OF BOX, ADD $"
WIDTH AND SHALE HAVE A` MINIMUM OF 6 N /\\ TO BASE AS SHOWN ON STD. 840.00.
LINE WIRES W/12 STAY SPACING I
2. FILTER FABRIC SHALL BE A MINIMUM OF O //\\//\\ SECTION Y-Y 8. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE is !: •«
36" IN WIDTH AND SHALL BE FASTENED \ \\ \\/\ 12" WALL TO 6'--0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING USE ON FLAT eo GRADES 2 i0 i ..•
ADEQUATELY TO THE WIRE cn \/\/\/\/\/\ 6'-0". QUANITIES TO BE ADJUSTED ACCORDINGLY. .` . �� 5' 5'
3. STEEL POST SHALL BE 5' 0" IN HEIGHT � o a / \\//\\//\\//\\//\/\ AND UNDER
\ /\/\/\/\/\ 9. DROP INLET - NCDOT STD. 840.15
AND BE OF SELF FASTENER ANGLE o I / \ \/
= N W \ \ \ \ \ \ FRAME & GRATE - NCDOT STD. 84.16
STEEL TYPE n- o \ / 9;�
//\//\//\//\//\ Q
4. WOOD POSTS SHALL BE A MINIMUM OF 6 0 ;;, N / \ \/\\/\/\\/\ /\ EPRESSED MEW WHEN 8 x s CURB
IN HEIGHT AND 3 OR MORE IN DIAMETER o \ // \ \ \ \ \ GUTTER LINE Is USED IN PLACE of HOOD o
WIRE FABRIC SHALL BE FASTENED TO WOODEN /
POST WITH NOT LESS THAN #9 WIRE STAPLES \ /
1-1/2" LONG / ANCHOR FILTER FABRIC
\\ SKIRT
ELEVATION i 5'
NORMAL CURB AND GUTTER ON LIGHT GRADES _ r E_�I r �-
PLAN
CURB AND GUTTER
NORMAL Ica WITH CATCH BASIN ON STEEP GRADES
GUTTER
00 LINE USE ON GRADES
a A 0 #4 BARS V" #8 BARS "W"
#4 BARS "U" #4 BARS "V"
SECTION R-R EQUALLY SPACED
_ »
12" MAX DEPRESSED 3»� 4 BARS "U" E--3- 3 S '" 1.5
»
ER-6 SILT FENCE GUTTER LINE-----
SD-7 DROP INLET •- -
C-7.1 _ _ _
IsL�VATlON � F �" R R �Q
N , T. S. �` - 7 1 N T.
S.
NORMAL CURB AND GUTTER ON STEEP GRADES � � N 0-
�- u. Q }
SECTION S-S m J
i<
A 8 x 8» B 8"
S� 1
K G _ _ PLAN OF TOP SLAB
+
6" x
D = r = D z
-1 �
1�OPE
HUB END ON OUTLET END I I I ::. ..• ....;.. ,
SECTIONS. SPIGOT END
'- 3.1 END ELEVATION`
ON INLET END SECTIONS.
I w.r SCOPE to SIDE ELEVATION
1:1 SLOPE WHERE 30" TO 36 PIPE IS USED
� =M, WHERE 42 TO 54 PIPE IS USED.
�( X NORMAL FILL SECTION J-J GENERAL NOTES:
- - - - - - - - �
SECTION M-M
2 -0» r` ~�- +. SLOPE - MORTAR JOINTS 1 /2" . 1 /8" THICK.
�,,. - CLASS "B" CONCRETE TO BE USED.
I w ""� °� E - THE POURING OF FLOOR SLAB TO BE
- - - - - - - - - - ACCOMPLISHED BY FORMING.
•j - USE TYPE "E" GRATE PER STD. NO. 840.03
-- END SECTION ; IM M - JUMBO BRICK WILL BE PERMITTED. CONCRETE
I I CULVERT 1` 0 A J t, B J USED IN LIEU " SOLID
CONCRETE
O CRET BLOCKS MAY BE
TEMPORARY SEEDING PERMANENT SEEDING STEEL BACK Roo I I I m
gal I Jun- IF REINFORCED CONCRETE PIeE IS SET 1N
I BASE SLAB OF BOX, MIN. OF 6 CONCRETE
WINTER AND EARLY SPRING SEEDING MIXTURE RATE (LB/ACRE) L L J SLOPE DETAIL t� SHALL BE PROVIDED UNDER PIPE "
SEEDING MIXTURE RATE (LB/ACRE) PLAN - FOR ,8'-.0 IN HEIGHT OR LESS USE 8 WALL,
COMMON BERMUDAGRASS 40-80 (1-2 LB 1,000 SQ.FT.) PAN O,VEE�, 8 -0 IN HEIGHT USE 12 WALL TO
RYE (GRAIN) 120 ("
ANNUAL LESPEDEZA (KOBE) 50
3:1 SLOPE PLAN PLAN 6'-0 FROM TOP OF WALL, AND 8 WALL FOR THE
SEEDING DATES: APRIL - JULY DIA. OF REMAINING 6'-0".
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY C B G G
COVER IS NOT TO EXTEND BEYOND JUNE. CULVERT
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, " 1010 RIM ELEVATION
SEEDING DATES: DEC 1 - APRIL 15 6 BACK X SEE SHEET C-4.03
OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL •�„_ �. - OF CURB A =
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER -► _ r - _ 'I N c2
APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESTONE -+• d `r "" - " B " APPLY 750 LB/ACRE 10-10-10 FERTILIZER ... ¢ i I ,� j ' I i ¢ 8" 8" Y Y 8
a `• r
x
BAR OR STEEL FABRIC _ I i = A p to x
SUMMER REINFORCEMENT I I p + D
� - - - - - - - - J � - SEE SHEET C-4.03
SEEDING MIXTURE RATE (LB/ACRE)
STEEL SIDE ROD I K -I E - t- OUTLET X
GERMAN MILLET 40 F I
'- L -1 SECTION Y-Y PLAN SECTION X-X
SEEDING DATES: APRIL 15 - AUG 15 SECTION-XX FRONT ELEVATION
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB ACRE 10•-10-10 FERTILIZER
FALL
SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES: AUG. 15 - DEC. 30
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 1000 LB/ACRE 10-10-10 FERTILIZER
RODS IN FLARED
END SECTIONS
PIPE
NO. & DIM.
OF RODS
REg�•
FABRIC
12"
2-
3x4' -O"
SIDE RODS
3.008
18"-2x8-W2.1xW1.7
15"
2-
3x4' -0"
SIDE RODS
3.008
18"-2x8-W2.1xW1.7
18"
2--
x4' -0" SIDE RODS
3.008
18"-2x8-W2.1xW1.7
24
2-
x6 -0"
SIDE RODS
4.512
24 -2x8-W2.9xW2.9
30
2-
x6' -O"
SIDE RODS
8.016
30 -2x8-W4xW2.9
36
2-
x8 -0
SIDE RODS
10.688
42 -2x8-W4xW2.9
36
2-
xS -0
BACK RODS
1 8.016
DIMENSIONS AND
QUANTITIES
DIMENSIONS OF BOX & PIPE
CONC.
IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS
FOR ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
B
A
B
H (MIN.)
C.U. YDS
C.M.
R.C.
12"
3'-0
2'-0"
2'-0"
0.268
0.313
0.037
0.522
0.020
0.032
15"
2'-3"
0.600
0.031
0.047
18"
2'-6"
0.678
0.044
0.065
244
3'-0"
0.8351
0.076
0.113
30"
3'-0
2'-0"
3'-6"
0.268
0.313
OA37
0.991
0.122
0.170
END SECTIONS DIMENSIONS
DIA.
A
B
C
E
F
12"
4"
2'-0"
4'-7 8"
2'-0"
W--7 8"
15"
6"
2'-3"
3'-10"
2'-6"
6 -1"
18"
9"
2'-3"
3'-10"
3'-0"
6'-1"
24
9 1 2"
3'-7 1 L2w
2'-6*-4'-0
6--1 1 2
30
1'-0
4'-6
1 -7 3 4
5'-0"
6 -1 3 4"
36
1 -3
5 -3
2 -10 4
3
6 -0
-
8 1 3 4
42
V-10"
5-3*
2'-11,
6'-6"
8'-2"
48
2 -1
S -0
2 -2 :
7 -0
8'-2"
MIN. DIMENSIONS
AND ANTITIES FOR BRICK CATCH
BASIN
•WLllil
R •
► I BOX
CONCRETE !IC YARDS
r
_' •'
�i
•��
� .�
lil�1 L
�
MOIL--
0.321
OVE
MIN HI
i)�11+7iF;�i0�Q31i®®�®�®����e[+7t+i:31i1
• : •
ii3liO�®L!li0����®�1•e��G71rZ31t+31
• . • .®
+ •
• • .
�i�si�®l��C.i���®�®i•��®E►'1�T:31t•7��3i
��
• • :
•
l�3�]li��®Milt'L1itQll'�ILlid�ifl.5311®Iiil��A�[+�
.
• • :
• •
l�i�i�_!�
" 4.31i®�Z:��!IC�GG�G�YQ©©ii0L7Cill�l�rY3ii�>•���t:��©
+ : •
: ,
�
, :
..
t•x.�±a
mli�®[1ii��E'J�1�KIiR�i]i�]i®C�3i.'�il,
+[•3
+ •�:
swim
©C7Impz
• •
l•JKY.k1l
'.L3i��!'�FiLCSi�3L+�1��k�i11�ClF��ii0»C'�3i1�1�3�i��
� •
[�7F�1Q�
[•��L•
Q.;Ii�i.•
�3�33i��lil��ili��)�3li�IiO�C��i©�i'�3ii���3�[�7C:*�3t•7�]®
C��7_�3C'�..:�_
_..00so�+•t�R•aeen_
Q <
SEAL
rSD-10 CURB INLET 19742
ER-8 SEEDING ER--9 STANDARD REINFORCED CONCRETE FLARED END SECTION N.T.S.=-�Lz��
C-- 7.1 C- 7.1 N . T. S. C--- 7.1 ,�...N� a.=
,r,`stSiltti 1 4 1let!`
SITE DETAILS
NOT TO SCALE
Zx U$�or c�
O V' � :1 N 4i M v
W9� 8
v d
r u N
N E+j4. A
N
w W
ZC
:!, Q c o
v U >
< a�
p
14#
o~g$ Zz=
wl t$ g
zg
Zia
CD
21 dZ8
e a
a'�
0.
Y. 0
IL
3: 53 [if
IN
REVISIONS
W
4
c
DESIGN
DEVELOPMENT
W
0
Ld
O
o
V 1
Q
C z
X =0
w O ry
Q
ry
o
L.
i
Lj-
z
0
'-e L..LJ o
t ( a-< <
z .
J
a_
U §E
PRINCIPAL- DED
PROJECT MANAGER: MNH
DESIGNED BY: RPB
DRAWN BY: RPB
CHECKED BY: DED
PROJECT NUMBER: 10706.00
CADD FILE: C7.0-DETAILS
C70,1
22 JANUARY 2003

FERAL f3�, TES• 90'
VARIES FOR WOODS OR OTHER ,s6
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT
AREAS OUT of PATHS OR TRAFFIC
THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
TOP TO BE AS NOTED ON PLANS.
ON UNPAVED ROADS PROVIDE. 8" SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
COVER OVER LID, AND SET A BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.'
2" SURFACE COURSE, 1-2 LABELED CONCRETE MONUMENT
NEAREST RIGHT--OF-WAY LIMIT CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
t f XPANSION JOINT
,. : • ., , " •' `,, FORMED BY OTHER APPROVED METHODS. WHERE. SUCH JOINTS ARE NOT FORMED
2 BINDER COURSE
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE ..,-,��)^ .OBTAINED.
xa� ru, ;� ap y, zS 3 a, _, • ROADWAY PAVING
"CRUSHED AGGREGATE BASE COURSE ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED
..L x,+'ti S•,"x �. } n , ' Y y she='^. x "
12 MAX. ADJ. BRICK OR WITH JOINT SEALER.
PRECAST LEVELING RINGS EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT
ti•�. ���,� t.. PRECAST ECCENTRIC TOP To ALL RIGID OBJECTS. 2' CURB & GUTTER
f/y / ti, ` d ,f1 '\/ ✓i t ` d � +�r: `tip ti "
>;j'i�``•5',r;.•,,,t',`;f�'•,,,;,,r`,,,�,y,,d;•,,,,,%;,,'`';�', COMPACTED SUBGRADE C.I. MH FRAME COVER 12.. TERMINATION DETAIL
TOP TO BE FLUSH WITH J� GROUT INSIDE & OUTSIDE EXISITNG GRADE
STREETS, WALKS OR WITH APPROVED NON—
RESIDENTIAL AREAS SHRINKING GROUT
HEAVY DUTY ASPHALT 1/2" R 18 MAXIMUM SIDE SLOPE Is 2:1
JOINT MATERIAL (TYPICAL) MH� STEP 5" MINIMUM WALL THICKNESS 6" 1 /2" R 18"
FOR 4' 0 BARREL 3" R 1/8" R 6"
PRECAST BARREL SECTIONS 6" MINIMUM WALL THICKNESS 1/8" R
2, 3, 4 FOOT LENGTHS FOR 5' J0 BARREL 311 R
_.
6" EXTENDED LIP BARREL DIAMETER
" MONOLITHICALLY CAST 4'-0" UNLESS MANHOLE 1N ACCORDANCE `�' r 3
1
2 SURFACE COURSE, 1-2 WITH BASE SECTION WITH ASTM C 478 I �' LEVEL :, r �. 7►,�1/ R
,, �j ¢ (EXTEDED BASE NOT OTHERWISE co
8'�
REQUIRED FOR MANHOLES NOTED ON PLANS n
" CRUSHED AGGREGATE BASE COURSE R O DEEP)24" vu�Es ns sHor�+
S S Y 5+ f� ,kyj—� +----^�
SLOPE 1 "/FOOT
TO BE USED WHEN PAVEMENT IS SLOPED PLANS) NOTE: CONTRACTOR TO KEEP
OF LARGEST SEWER PIPE AY FROM ISLAND WIDTH OF CLEANED
r /f °�'',' '' 3/4 THE DIAMETER 1/4' : 1'-0" SLOPE OR AS SHOWN ON
' �`• DITCHES THE SAME AS PRIOR TO CLEANING.
COMPACTED SUBGRADE
2' CURB AND GUTTER
2'CURB AND GUTTER
LIGHT DUTY ASPHALT `%r . REVERSE SLOPEi
6" 3" MIN. 8" MIN.
MIN.
1,-0„ 8" MIN. STONE
• BEDDING FOUNDATION
TYP
PROPOSED ACCESS
MENT DETAIL PV--2 PRECAST MANHOL
E PV-3 CURB AND GUTTER PD-4 ROAD DITCH
rPv-1 PAVE
I�Ct-
C-7.2 N.T.S. 7.2 N.T.S.
'C_ .2 N.T.S. C-7.2
GENERAL NOTES:
A GROOVE JOINT 1- DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1 /2" EXPANSION DESIGN SETTLED TOP
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JOINT OVERFILL 6"
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER FOR SETTLEMENT
AND ANY RIGID STRUCTURES. 21" MIN.
IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS. 4 FT. MIN.
}I.#I}�f
1.5 FT. �.-- 2:1 SIDE EMERGENCY BY-PASS
GROOVE JOINT (5' MAX. O.C.) 5 FT. I I SLOPE MAX. 6" BELOW SETTLED
„ RADIUS MAX. FILL TOP OF DAM
1 /8
3600 P.S.I. CONCRETE �"-1:1 SIDE SLOPE
Y ' MAX.
NATURAL GROUND
FT. MI (WHERE APPLICABLE)
.'v" / ' �' � f' ,•/��t; `{f % r``;' .,� `�,•' ,;` s j' FILTER FABRIC
ASPHALT RAMP ,� ' \ . \ ` ` ` ` . �` `• ��, \ ., ~, ``� • 5 ` 4 �; ``1 % `~ _.. COMPACTED SUBGRADE ( STONE SECTION
SIDE SLOPE 1 SLOPE t .". w ff �� f �`, .�, ` ,� `./` * ,' t .
r
CONCRETE SIDEWALK DETAIL
e
CONSTRUCT OUTLET USING WELL -GRADED STONES WITH A d50 SIZE OF 9
INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM
p`t STONE SIZE OF 14 INCHES. A 1-FT THICK LAYER OF 1/2 3/4 INCH AGGREGATE
16° 1/8" (N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE
GROOVE JOINT (5' MAX. O.C.) FACE TO REDUCE DRAINAGE FLOW RATE.:
1/8" RADIUS 3600 P.S.I. CONCRETE
5 FT. MIN.
�t 1.5 FT.
--- 6' r // r 'l '`t ;' .• `i' ,/ ' r' , �` r'`,/ p ;''''` f 1800 CU FT/ACRE A
,�.•'`,` rr P t 4 �,,t' i. t �",�!�� `d '� � r •�'' � y ,,• ,•!'•�'� ,% '�,e ; r` ;t'd f , �1
SIDEWALK �f, ° t 1 `'/j�;'1 �` �f `L•
,c, �� / /^ 4 f //�f'°>,, ./j " `.f%,w !r f` // •'/,+! ,/',!f P#//,. tr> > ff /,� c,>'`t
/ `•d/^-,,\,f
y_, .:.,.S,,• �.. -s,, fr j .h «•` �.; - 1`. ,�' 4••.'``+, / `\,.,, ``�."+�,'\
!'y� ', ✓r f . \f ''^r, / \`( r t `,/ t ,,`% f "'.t� t/ .f `tif !
12:1 MAX. f COMPACTED SUBGRADE
CURB
PAVEMENT
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS CROSS—SECTION
SECTION A —A
WHEELCHAIR RAMP (DROP CURBi
(PV-7 TEMPORARY SEDIMENT TRAP
PV-5 WHEELCHAIR RAMP PV-6 CONCRETE SIDEWALK C-7.2 N.T.S.
C-7.2 N.T.S. C-7.2 N.T.S.
MIN. 12" #57 WASHED STONE CLASS 'B' STONE A 1.5'
UPSTREAM SIDE—\
MIN. LENGTH
2• 2 1 24" MAX.
9" MIN.
AT CENTER ,
STORM DRAIN PIPE RIP —RAP
• APRON n
FILTER FABRIC FILTER FABRIC RIP -RAP SCHEDULE
SECTION A -- A PLAN
A
SLOPE = 0% TAILWATER
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
#
PIPE DIA. (IN.)
LENGTH (FT.)
24
15
5
3.75
5
28
36
12
1 9
1 12
FLOW
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC STORM DRAIN PIPE —
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL y ��
WHERE THE DAM ABUTS THE CHANNEL BANKS.'
FILTER FABRIC N.C.D.O.T. CLASS B
3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP RIPRAP, MINIMUM +Caisaaae�,aJa
SECTION "
OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. 18 THICK, TYPICAL
A
4. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECKEAL
DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. _ 197
5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
Pv_RIP-RAP APRON
N d`wow� yL�INe'
PV-8 STONE CHECK DAM DETAIL C-7.2 N.T.S.
f
C--7.2 N.T.S.
SITE DETAILS
� NOT TO SCALE
z
QO ZZZ
<Zy
a�
m
REVISIONS
MEN
Ld
LLJ
0
U
0 �---
V) --
Q :--D Q
(L = z
X 2 1
LW 0 tz
ti._.✓ Q
ry
< C�
L-
LL z
0
L.J o
Q Q_
CL
PRINCIPAL: DED
PROJECT MANAGER: MNH
DESIGNED BY: RPB
DRAWN BY: RPB
CHECKED BY: DED
PROJECT NUMBER: 10706.00
CADD FILE: C7.0-DETAILS
C7*2_
22 JANUARY 2003

zzz
XXFFJTNV �'��.
N
HZle
c�
d
doa
: '6
f
REVISIONS
Z
W
U
Q
O
DESIGN
DEVELOPMENT
W
CD
1_l._1
0
d Q
_.J =>z
O
m O Q
Of
� � Z
W
W Z
O
LJJ
C.�
W
PRINCIPAL: DED
PROJECT MANAGER: MNH
DESIGNED BY: RPB
DRAWN BY. RPB
CHECKED BY: ED
PROJECT NUMBER: 10706.00
CADD FILE: C8.01—ACCESSROAD
ROADWAY DESIGN
C860
22 JANUARY 2003

O5 o sJ®ikk
�
� @ ƒ �
m
. �
orm
LU
■
=5 cmG ccv
k : E
z 0.
0
k 2
AWk
o
w§2 §2yk
. §§f
_��kk
�k7
-[ C.
«ef;
((¢���°���
9k
kJ
Z
..� �
L
\ �\�
\
\L)V<
.
REVISIONS\
.
�
(
(
)
�
)
5
�
�
§
E
/ ES) [/\ �
7»/FV`LQ
d\Nƒ�
[

SSM I
LF 10"Pt ry 0.26% TOP 3a391=25x
--- --- ---- +t+, _ 11
DROP #AiLE7
35 / TOP 31.10
INV IN-27.5 a
DRAINAGE �� s , _ I PROPOSED INV OUT=26.90
CURB INLET
RIM 31.17
T 0 P 32.36
SDMH-1
RIM=31.00
.,
INV IN=26.77
INV OUT=28.72
it
�-
_ 4
'4:
INV.=27.75
IN = r 15LF 15" RCP
( ,' r ��"
32.02
Bey (. C
CONINU /
5`ruR� INV.=2788
*
s „Y r l;} i v� �luL �,1........., �L+, ' � l; #4, .Ja,�..
L� �. �•= -.-.'_ - __,,` � r ' 31.i6 �' � 1MAPLE
- TREE TO
1
� 1IV OUT�29
, E ' SAVED
1 f..B
'
11"PVC STUB
1"PVC ST°,:3~~-••"``�...,.
t -', � ,r r .►�1 SEDIMENT TRAP #1
VOL'C1ME = 288 FT"3
' 'FT
"OAK
t .
\
34.73 33.21
TEL. VAI LT
32.8.7
� 31.50 •
t� --
}}
30.92 r ;k.=20
,, i D=3 FT
/ W 5 FT Ni
PEDLST."
'. %r 5' 32
M
/' J 33.00
72 I r ` rr
/rt 31.41
` >x �iL ' ' 30.78 /
!
z�
34.86 (` /
, J
GRAVEL ARKING LOT ,
(i
/'
34.08 33.79 33.41 33.11
32.40
,;, _J
'
LANDSCAPE
(
f
15L.AND
ISLAND
32.28)
j
r
r
f
33.96 3366 33.27 32.98 32.48
31:03 -�
/ Q
�;;
o
ii o„ PVC
ELEC. STU�f
4(
T,'
/
7
18" MAPLE ,
f
EXISTING 12" t /"
j5
�ii
OAK TO BE
SAVE)
#•�.
t
,' /! ,Jf
GRAV (PARKING LOT
1 J
TEMPORARY SILT FENCE
Iw
Z
/, r ,-�-%'
ILE
# 36" MAPLE
.y0"
t�IAi 14' MA
MAP!
Y
r 32.71 32;41 32.03 , 31.74
t 20"
r
" �: 0.58cc_'
:0; MAPLE
,•
l
{
j
LANDSCAPE
ISLAND
LANDSCAPE",'
ISL.AN_ D14
TOP*'
\ \�
t 15" MAPLE10
\\
'' 32.581 32.29 -/ r 31.901 31.61
s tAPLE
,
.--
30.85
RiPRAP TO BE REM D AND �_.
`v1APLE1
t2'" MAPLE TREES TO
J� M
BE SAVED
\
q -�
REPLACED TO �T ILZED DITC;4
BANK r
\
d
! � ,y \
j 0" MAPLE
(tt
! ,l ff77 ,
t
32.48 30.85
.. it a *•Tn
�i _�� _1�1PINE ti
11
i
,
F ,. .
INV 27.41
3
{ 0PINE
1,y"
DRAINAGE
s
t
BOUNDARY
-26 1
1=27.27 �� �...
SEDIMENT TRAP
PINE
:�',>A,tl
#92
VOLUME - 864 FT"3
FIT
ML=45
11?
D=4 FT
FT
t r i ', r i i \ PROPOSED
20aMAPLE
MAPLE
`r a d�gn '°'
r'
LIMITSW45
OF DIS T URBANC�
\ 1
PROPOSED SILT
FENCE
`
SEDIMENT TRAP3 ,r'^�'"30 ___
VOLUME = 756 FT" 3 '`` •
l
10" MAPLE \
•1 �� q
i; il i + i i L=38 FT
� i
D=4 FT i
Ilk W=5 FT
'�f 8';MAPLE \
/
I
f
I ! ltiti ti I I �t
{4+t 331.t L t 0.279;
r;
it
/
=
t
ft10"PVC
1 ,/_ _i�t t ___,_� -% �tt� ,! �i �� I=2 .8t�
X CY i I tYc S I t t , I +
I ! t
i ► i pK SSMHTOP
• C
V
15"(MAPLEIt
^ r
Co C�
I � 1 1 � t i I j 1 j
+\
� d� � I, "cy-
I!
r+i�J t ! +
to
o� it0IICY
13 IjAi
Tit
~�~
d
i i I 1 ? i � t �"�.• /
� � // // //
m
11 r
4 (
tt
2
! t
t
r
t
9-RADIN,G NQTE S:
1.) THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY
BARRICADES AROUND THE WORK AND SHALL PROVIDE PRETECTION
AGAINST WATER DAMAGE AND SOIL EROSION.
2.) COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE
COMPACTED TO THE DENSITY OF 95"' OF THEORETICAL MAXIMUM DRY
DENSITY (ASTM D698). BACK FILL MATERIAL SHALL BE FREE FROM
ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE
PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL
THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER
MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION
OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF
APPROVAL. WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3.) MAXIMUM SLOPE OF EMBANKMENT SHALL BE 2.0 FEET HORIZONTAL TO
1.0 FEET VERTICAL., OR PER APPLICABLE JURISDICTIONAL REGULATIONS.
4.) PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED
CONTOURS ARE FINISHED GRADE.
5.) THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE
DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT
LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,
REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE
STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING
AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS
SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS
IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE
FOR ANY COSTS INCURRED TO COMPLY WITH THIS RE+QUIERMENT.
6.) EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY
THE OWNER.
7.) THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND
MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS.
ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE
THE CONTRACTOR'S RESPONSIBILITY.
8.) SOILS TESTING AND ON -SITE INSPECTION SHALL BE PERFORMED
BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER
SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE
OWNER AND THE OWNER'S REPRESENTATIVES AND SHALL PROMPTLY
NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR
SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE
SPECIFICATIONS.
I
110
1
�-
SITE
I-40
1-11
LOCATION MAP
NOT TO SCALE
GENERAL. NOTES
1. CONSTRUCT CONSTRUCTION ENTRANCE PAD.
2. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
3. GRADE AND EXCAVATE FOR GRAVEL PARKING AREA.
4. FINISH FINE GRADING SITE
5. INSTALL 8" ABC STONE IN PARKING LOT
10. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN`
15 DAYS OF BRINGING SURFACES UP TO FINAL GRADES.
11. CONTRACTOR SHALL CLEAN AND RESTORE TO
PRE-CCOSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE
PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED
DUE TO THE FAILURE OF THE EROSION MEASURES.
12. AFTER SATE WORK, CONTINUE TO MAINTAIN PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING
DEPARTMENT.
13. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES
UPON APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING
DEPARTMENT.
ST-ORMWATE NOTES
1. RUNOFF FROM SITE DRAINS TO EXISTING STORMWATER PONDS LOCATED
ON -SITE.
2. NCDWQ PERMIT NUMBER FOR PONDS IS SW8 990923
3. ALLOWABLE IMPERVIOUS AREA (70%)
4. WETLAND IMPACTS PREVIOUSLY PERMITTED.
?IXIx wcsY
¢ Or
>m
N
C
-�► C O
C p
<
C
�a
WOO U1Z2Z
< N
NNN pg,`��d
WQ(o E= a s
QZ'E
1O� U=O9
A Z
U
z
0
00
N
I'Jg
z
REVISIONS
sla"Immommi
UEND
n
SIGN
UE
UNDER GROUND ELECTRIC
R
ELECTRIC TRANSFORMER
-� -
LIGHT
EXISTING SEWER MANHOLE
SD
STORM DRAIN
�---
W
WATER
O
G
METER
_I
0
><
VALVE
FIRE HYDRANT
G
GAS LINE
O
®
DROP INLET
r
-,�
EXISTING TREE
�
GAS VALVE
n
F--
PROPOSED INLET PROTECTION
LIMITS OF DISTURBANCE
``�.y,
.�
�
----fit-
PROPOSED SILT FENCE
.�
..J
---
PROPOSED CONTOUR
ry
0
Q
PROPOSED TREE PROTECTION FENCING
EXISTING TREE TO BE REMOVED
GRADING PLAN
L.L ry
SCALE: 1 "=30'
Q Q
LIJ Z
Q
Z
Q O
,,,gltt/1tltii/� W
C gegg
L1
Q
SEAL J _s
r�'ss��9�'t G1N`GQ°,•�`'~ PRINCIPAL• DED
PROJECT MANAGER: MNH
tgttttt�s„sst+�
DESIGNED BY: MNH
DRAW 4 BY: MNH
CHECKED BY: DED
PROJECT NUMBEk 203740OV&
GRAPHIC SCALE CADD FILE:2037400-BASE
30 0 15 30 60 SITE PLAN
How-1 Inch = 30 Feet
C2601
GRADING DRAINAGE SCALE 1" � 30'
RAI�J GE AND EROSION CCJNTROL 20 AucusT 2002

REVISIONS
rT
s
3u
f'
y,
F.
i
f
i€
i
it
R
F
4'
2
W
U
o
f
0
CD
W
CD
0
-
r 1
(�
W
�>
:2
Q
z
<
=>
_3
ry
0
E
C°'
U
O
e
w
Z
O
O
CL
L
y
00.
III
�I
W
PRINCIPAL: DEC
PROJECT MANAGER: MNH "
DESIGNED BY MNH
DRAYM BY: MNH'r
CHECKED BY DE'D
PROJECT NUMBER: 203740OV&
CADD FILE: 2037400-SASE
SITE PLAN
C 3
d
0
20 AUGUST 2002

TEMPORARY SEEDING
LATE WINTERZEARLY SPRING
Seeding Mixture
Species Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual 'lespedezo when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains - Above 2500 ft: Feb. 15-May 15
Below 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec.1-Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/ocre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
PERMANENT SEEDING SCHEDULE
MIXTURE 1CP
Seeding Mixture
Species Rate (lb/acre)
Tali Fescue 80
Common Bermudogross 50
Sericea Lsepedeza 70
Kobe Lespedeza 10
Seeding Notes
1. From Sept. 1 -- Mar. 1, use unscarified sericea seed.
2. On poorly drained sites, omit sericea and increase kobe to 30 Ibs/acre.
3. Where a neat appearance is desired, omit sericea and increase kobe to
40 lb/acre.
Nurse Plants
Between Apr. 15 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 25 ib/acre rye (grain).
Seeding Dates
Best Possible
Early Spring: Feb. 15 — Mar. 20 Feb. 15 — Apr. 30
Sept. 1 - Sept. 30 Sept. 1 — Oct. 31
Soil Amendments
Apply 3,000 — 5,000 ib/acre ground agricultural limestone (use the lower
rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer.
Mulch Apply 4,000 lb/acre grain straw mulch. Anchor straw by tacking with ABC S TO N E DETAIL
asphalt or netting.
N. IF. S.
Mcintenance
If growth is less than fully adequate, refertilize in the second year, topdress
with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericea is
omitted from the mixture. Reseed, fertilize and mulch damaged areas
immediately.
EROSION CONTROL MAINTENANCE REQUIRc"MENTS:
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTCES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE.. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
MAINTENANCE PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2, ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
4, SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN iT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER,
5, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STA.SLIZA.TION NOTES
1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
PHASE OF GRADING.
2, ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF
ANY PHASE OF GRADING.
C� TPUCTION SEQUENCE:
1, CONTRACTOR TO NOTIFY NCDENR — LAND QUALITY SECTION PRIOR TO BEGINNING CONSTRUCTION. (395-3900)
2, CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3, INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
4, BEGIN SITE GRADING
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE
IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
6, MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
7, CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE
FAILURE OF THE EROSION CONTROL MEASURES.
8, REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR — LAND QUALITY SECTION.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BAREEARTH FOR THE SHORTEST POSSIBLE TIME.
3, ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER
4, TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5, SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
g, OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
THE SITUATION.
7, DITCH --LINES, OR RIP —RAP DISTURBED BY THiS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
FORMED HOLE FOR #4 REINFORCING BAR WITH
2' MIN. LENGTH (TYP. EA. PARKING CHOCK)
DRIVE REBAR FLUSH WITH TOP OF CHOCK.
kRD PRECAST CONCRETE PARKING CHOCK
PACE) SET 3' FROM EDGE OF PAVEMENT.
EDGE OF PARKING STALL
PARKING CHOCK DETAIL
TEMPORARY CONSTRUCTION
ENTRANCE /EXIT
N.T.S.
C.I. MH FRAME & COVER
TOP TO BE FLUSH WITH
STREETS, WALKS OR
RESIDENTIAL AREAS
JOINT MATERIAL (TYPICAL) ----
PRECAST BARREL SI~CTIONS
2, 3, 4 FOOT LENGTHS
6" EXTENDED LIP
MONOLITHICALLY CAST
WITH BASE SECTICN ----�
(EXTEDED BASE NOT
REQUIRED FOR MANHOLES
< 8' DEEP)
VARIES FOR WOODS OR OTHER
AREAS OUT OF PATHS OR TRAFFIC
TOP TO BE AS NOTED ON PLANS.
ON UNPAVED ROADS PROVIDE 8"
OVER OVER LiD, AND SET A
LABELED CONCRETE MONUMENT
NEAREST RIG -IT -OF -WAY LIMIT
�12"
MAX. ADJ. 13RIC< OR
PRECAST LEVELING RINGS
12"
�-- PRECAST ECCENTRIC TOP
..-- GROUT INSIDE & OUTSIDE
WITH APPROVED NON_
SHRINKING GROUT
//
— MH STEP
FQRMINIMUM ���i THICKNESS
6" MINIMUM WALL THICKNESS
FOR 5' 0 BARREL
BARREL DIAMETER
4'-0" UNLESS
awl
MANHOLE IN ACCORDANCE
OTHERWISE
WITH ASTM C 478
NOTED ON PLANS
SLOPE 1 "/FOOT
3/4 THE DIAMETER
OF LARGEST SEWER PIPE
6" i
3" MIN.
MIN.
MIN.
F8"
1,-O"
8" MIN. STONE
TY,p
BEDDING FOUNDATION
PRECAST MANHOLE
N.T.S.
TAM nc O n i.iv
1. SIDESLOPE VARIES, SEE PLAN FOR PROPOSED CONTOURS
TYPICAL SWALE
N.T.S.
VARIES (6' MAX.)
C TOP STRAND MIN. #10 GUAGE STAY WIRES MIN.
I
#12-1/2 GUAGE
LINE WIRES MIN.
#12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
NOIES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' ;0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
NOTE:
STEEL OR WOOD POST
I
GROUND LINE o
M � N
i
r tV
O a I J
3
FILTER FABRIC
SKIRT
ANCHOR FILTER FABRIC
TEMPORARY SILT FENCE DETAIL
N.T.S.
JG TREE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS 017 THE OUTERMOST BRANCHES.
METHOD OF TEE PROTECTION
DURING CONSTRUCTION
N.T.S.
DESIGN SETTLED TOP
OVERFILL 6"
21" MIN. FOR SETTLEMENT
4 FT. MIN.
4
1.5 FT.
2.1 SIDE EMERGENCY BY—PASS
6 BELOW SETTLED
MAX. FiLL } �'����, �- SLOPE MAX. TOP OF DAM
1:1 SIDE SLOPE
-. MAX.
NATURAL GROUND
FT. MINI (WHERE APPLICABLE)
FILTER FABRIC
STONE SECTION
NOTE:
CONSTRUCT OUTLET USING WELL -GRADED STONES WITH A d50 SIZE OF 9
INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM
STONE SIZE OF 14 INCHES. A 1—FT THICK LAYER OF 1/2 — 3/4 INCH AGGREGATE
(N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE
FACE TO REDUCE DRAINAGE FLOW RATE.
5 FT. MIN.
1.5 FT. ,
1$00 CU FT/ACRE � JV
CROSS—SECTION
Ns�q``�u�it��ocC.s�ars�'�f
S CAL
TEMPORARY SEDIMENT TRAP 17�
N.T.S. `«
"0", lilariai
MISCELLANEOUS DETAILS SCALE: AS SHOWN

/ r
r
O
a
Air
Z6-
s
uZ-V
r TM� lu.t .+wK
/
0 50 100 150 200 300 1
\ SCALE: 1 "=100
Al
1 y ^m \C
_
\ % c PROPOSED 6'
CC
5
\ x'
:
as w.a
o� v
e o� '
va
N DR
TEMPORARY Cd4tTRUCTION
z \ ' . \ \ 1 ENTRAN.G'' \
0
VA
10
a
\ I
`-!A
ow.
IPvm
..CGD
SIGN
/
�t `l
1
i
it S%t { ,•i K
�p
1 0 '
POT M (1K
�TAN=136' t
N 209888.98
E 2338916.47
PROPOSED 6' CONCRETE SIDEWALK
NNL IN P.P,
fl
It
�1
APPROVED
1 �1
A �SM CAMMA ENVIRONMB�'i
t ; ` COMMISSION
\ t , �M DIVISION OF WATER QUALITY
Oct JUL �ZWZ
�e*TIVED
V;
'a }
1 t
ORDWQ
1 1 PROD # S60 F (7qo `?
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
WDICKSON Asheville, NC Columbia, SC
F,72gLR¢¢!5 • PkGnnm • Sti!wyom Atlanta, GA Hickory, NC
I,67tdSC 1Arehiteds Charlotte, NC Raleigh, NC
Wilmington, NC
7
m N
Z N
LLJ CA M
Z z 0)m
w nil
LL z 00
0o 2 rnas
ZNO
,Hm
N N
z
LLJ
V) Ri
Lu
Lil
d Q
LLJ
LLJ y
r1e,
O
w
Qo
0 0 0
MEANIL
0
om
N
O
�$�wd9QG3a �`+r
of -
AL
o 19742 ALu
b � 00p09°'uo0o P`' 'E�
�1
REVISIONS
z
O
�
z
d
v
o
0
M
w
5
W
a
Ld
r
W
o
u.
I--
z
W
z
O
W
o
U
L
L)
D
V)
O
to
N
N
N
4
'
DESIGN
DEVELOPMENT

MAWTUREMMIN
TA
MIN. "STOP :,OF BANK EL. 31.50
all
BE POLYCAST
k, TRENCH I i )RAIN SHALL
41' 4W� SERIES OR AP ROVED EQUAL.
C NTRACTOR TO CLEAN OUT EXISTING DITCH
A-j 0 00 2.0 A
ro
NECESSARY TO PROVIDE POSITIVE DRAINAGE.
t
-3-u
.0.
31.
0
'Ile
J,
-TIP
AV
1z
2
.. ... .... .
�3
azll,
Z
,z
'-J
clov
CULVERT TO BE
REMOVED
t
EXISTING
24"STEEL
INV 27.27
Alp
WETLANDS
1,N
WETLANDS
5
M N
0 00
Z N (n;;
w M
0 a 6d
z z 0)0)
LAJ
Wog
00 0
Z 0)0)
00
C', n
U-) w <
c)
Q)
0 0
X9
ettitall? :#%
"
PiRo/ No,
*t SIO Z6
SEAL
1 742
V
LA
Z-
REVISIONS
z
U)
z
M
0
Wj
0
C,
Lj
5:
U)
v
w
0.
M
cm
t.-
W
z
0
z
Z
w
0
z
uj
w
to
�14
N
DESIGN
DEVELOPMENT
LEGEND
.1111.111-1.11-1.11. = EXISTING CONTOUR
22- = PROPOSED FINISHED CONTOUR
X=EXISTING TREE TO BE REMOVED
PROPOSED CURBING
PROPOSED PAVEMENT
-X-X- PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TOP OF PAVEMENT
V-F-2-2-.7-5� = PROPOSED SWALE BOTTOM GRADE
FTG 22.75 = PROPOSED TOP OF GRATE
FF-G -2-2-.-7-51 PROPOSED FINISHED GRADE
PROPOSED SHEET FLOW
PROPOSED ADDITIONAL DISTURBED AREAS NOT
PREVIOUSLY SHOWN
= DRAINAGE AREA BOUNDARY
= PROPOSED DITCH TO BE FILLED
= TEMPORARY SEDIMENT TRAP W/ SILT BASIN
REFER TO SHEET C6.00 FOR
EROSION CONTROL DETAILS.
Sk
909 MARKET STREET
NC 28401
762-4200
IWLMINGTON,
MPDICKSON
(910)
fihmen - Sun*ym
Ashemlle, NC Columbia, SC
Atlanta, GA Hickory, NC
Charlotte. NC Raleigh, NC
Wilmington, NC

0 10 20 40 80 120
SCALE: 1"=40'
INSE I
BED AREA W.
SCALE: 1" = 10'
I IN J t- I
BED AREA 'B
SCALE: 1 " = 10'
SYM BASE QTY BOTANICAL NAME COMMON NAME ROOT CAL. HEIGHT REMARKS
QC 8 Quercus coccinea Scarlet Oak B&B "2""min." 12'min.
SN 3 Salix nigra Black Willow B&B 'Y"min." 8'
UP 28 Ulmus parviflora Lacebark Elm B&B "3"min." 10'min.
IN 21 Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly 25 gal. 8'min.
IV 21 Ilex vornitoria 'Nana' Dwarf Yaupon Holly 5 gal. 4'o.c.
RI 70 Raphiolepis indica 'Springtime' Springtime Indian Hawthorn 5 gal. 4'o.c.
HH 145 Herneroc-3111s hybrida 'Stella d'Oro* Stella d'Oro Daylilly 1 pint "18""o.c."
NOTES:
Plants on drawing are coded as follows: 2—XX, where 2=the quantity of that species for
the indicated area, and XX=the symbol of the species as indicated in the plant list.
All DIC3nt bed areas are to be covered in minimum of 3? of clean pine needle mulch.
13&6:�- Ball & Burlap Cont. = Container ? grown FG=Field grown
Seed shall be Tifway 419 Hybrid Bermudagrass Seed.
Sprigs shall be Tifway 419 Hybrid Bermudagrass Seed (For the Soccer Field Only)
1. Contractor shall be responsible for locating and flagging all underground utilities prior to proceeding
with any excavation work. If any damage is done To existing or new utilities, repairs necessary shall be
the responsibility of the Contractor with no cost to the Owner.
2. Contractor shall comply with L1.02 Planting Plan, North Campus Site for planting, staking and guying
details.
3.Contractor shall comply with warranties, submittals and quality control per the Project Manual for the
North Campus Building.
LEGEND
PROPOSED FINISHED CONTOUR
EXISTING TREE TO BE REMOVED
PROPOSED TREE. PHASE I
909 MARKET STREET
WKVALMINGTON, NC 28401 [phone]
DICKSONAsheville, NC Columbia, SC
=1Planners & surmyon Atlanta, CA Hickory, NC
AIVAiteds Charlotte. NC Raleigh, NC
Yflimington, NC
M C14
LLJ "t
C-) 00
a Z=
Z
LLI
0 z
z
a) a)
LU
[L
LLJ 0
tl� r-:
002
Z; C,4 0
M01
Z ,H
C,J
10
Cq V)
LLJ
z
LLJ
V)
LL,
0 0
1
LLJ
LIJ
n,
z
D
F-- Q z
C)
LLJU
k7
x C)
Z
0
■
0 0
ANY&
L)
o.
z
0
M
04
O
REVISIONS
z
O
UJ
UJ
5;
(n
t—
z
W
W
z
0
O
C-)
(0
DESIGN
DEVELOPMENT

•
50'
, It
6" MIN.
12' MIN.
2" - 3"
COARSE AGGREGATE
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
AIN. 10 GA.
TOP WIRE
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
MIN. 10 GA.
BOTTOM WIRE
6" MIN. COMPACTED
FILL OVER SKIRT*
STEEL OR WOOD POST
- WOVEN WIRE FENCING AS REQUIRED
-SILT FILTER FABRIC
/-ANCHOR FABRIC SKIRT w/MIN. 4" LONG
WIRE STAPLES 0 12" O.C.
*FOR REPAIR OF SILT FENCE
FAILURES, USE #57 WASHED STONE IN
LIEU OF COMPACTED FILL.
FRONT MEW SIDE VIEW
NOIES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3- IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACH LOR OPEN OL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL BE
A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE 10
GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS THAN #9
STAPLES 1 1/2- LONG.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB-AIN. IN. AND A
MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB-AIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'.
TEMPORARY SILT FENCE
NOT TO SCALE
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
4. CLEAR SITE, BEGIN GRADING AND EXCAVATION.
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE
IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
6. AFTER FINAL GRADING, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED
LONGER THAN 15 DAYS.
7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE
FAILURE OF THE EROSION CONTROL MEASURES.
9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE N.C. LAND QUALITY SECTION.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE WILL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
THE SITUATION.
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
DIVERSION NOTES:
DITCH
yi 1. THE TRAP SHALL BE CLEANED
\y OUT WHENEVER THE SEDIMENT
REACHES 1/2 THE TOTAL
\1i( DEPTH OF THE TRAP.
2. W = 10', L = 30'.
"y
ly
ISOMETRIC VIEW -
CARRY CLASS B STONE 1v 21 N.C.D.O.T. CLASS B
UP SIDES OF SPILLWAY VIN.MIN. EROSION CONTROL
STONE
N.C.D.O.T. NO. 57
WASHED STONEON �2 VARIES NTH
UPSTREAM FACE
DEPTH OF
DITCH
FLOW
N
7/777/7'. 77
A,
VARIES NTH
FILTER FABRIC MIN. DEPTH OF DITCH
SECTION B-8
2 MIN N.C.D.O.T. CLASS B
EROSION CONTROL
STONE
FILTER FABRIC
3' MIN.
SECTION A -A
TEMPORARY SILT TRAP
NOT TO SCALE
ECO0313
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED
WITH VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED To PROTECT BANKS.
2. WHERE SLOPE, OF CHANNEL BOTTOM EXCEEDS 1.57.,
JUTE THATCHING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED.
_'_ -7 &� -=I I -
TYPICAL ORASS_S.Al
NOT TO SCALE
TYPICAL DITCH SECTION
NOT TO SCALE
EROSION CONTROL MAINTENANCE REQUIREMENTS:
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
SEEDSCHEDULE
PERMANENT. ING
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL BE
STABILIZED WITH A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON
THE TYPE OF SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT
IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO SITE SPECIFIC
CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL - SEPTEMBER) WET SOILS (APRIL - SEPTEMBER)
KIND RATE PER -ACRE KIND RATE PER ACRE
BERMUDA GRASS* 30 LBS. BERMUDA GRASS 25 LBS.
KOBE LESPEDEZA 20 LBS CARPET GRASS 25 LBS
GERMAN MILLET 25 LBS. GERMAN MILLET 25 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
TEMPORARY:
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME, DUE TO SEASONAL CONSIDERATIONS, A TEMPORARY COVER SHALL BE ESTABLISHED.
THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER - APRIL) SUMMER (MAY - AUGUST)
ANNUAL RYE GRASS 50 LBS, GERMAN MILLET 50 LBS.
TALL FESCUE 50 LBS.
TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL NOT
BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS
SOON AS CONDITIONS ARE FAVORABLE.
3. TOPSOIL SHALL BE USED OVER' UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFUL ESTABLISHMENT OF VEGETATIVE COVER.
4. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
009 MARKET STREET
WK
WILMIN00 NO 28401 762-420*
DICKSON Asheville, NO Columbia, SO
Engineers • Planners - Sumeym Atlanta, GA Hickm, NO
Charlotte, NO NO
Landscape Architects wn=: NO
19
co C4
tal .0m,
z z 99
ZC40
gwz
04 (1)
0 Q)
0 E3
O
REVISIONS
T5
8
M
co
DESIGN
DEVELOPMENT

RS
(TYP
225'
144'
72'
NOTE:
FIELD MARKINGS:
ALL LINES SHALL BE NO LESS THAT 4 INCHES IN WIDTH NOR MORE THAN 5 INCHES IN
WIDTH.
MEASUREMENTS SHALL BE TAKEN FROM THE OUTSIDE OF THE LINE TO THE OUTSIDE OF
THE INTERSECTING LINE. HOWEVER, WHEN MEASURING THE WIDTH OF THE COAL AND
PENALTY AREAS, THE MEASUREMENT SHALL BE TAKEN FROM THE INSIDE OF THE GOAL
POSTS TO THE OUTSIDE OF THE 6-YARD AND 18 YARD BOX RESPECTIVELY.
PENALTY SPOT:
AT EACH END OF THE FIELD, A 2-FOOT LINE OR 9-INCH SPOT SHALL BE PLACED AT A
POINT 12 YARDS FROM THE MIDPOINT, AND PARALLEL TO THE GOAL LINE. THE LINE SHALL
EXTEND ONE FOOT ON EITHER SIDE OF THE UNDRAWN CENTER LINE. THE SPOT SHALL BE
SITUATED 12 YARDS (36 FEET) FROM THE MIDPOINT OF, AND PARALLEL TO, THE GOAL
LINE. THE SPOT SHALL EXTEND 4 1/2 INCHES ON EITHER SIDE OF THE UNDRAWN CENTER
LINE.
SOCCER FIELD MARKING- LAYOUT
SCALE: I" = 30'-0"
11
521
24'
A
NOTE:
THE GOALS SHALL BE ANCHORED, 00
SECURED OR COUNTERWEIGHTED.
SOCCER GOAL MAUFACTURED BY:
THE EXTERIOR EDGE OF THE GOAL
KWIK GOALrr
POST SHALL CONFORM TO THE
MODEL #2B3 or APPROVED EQUAL
EXTERIOR EDGE OF THE GOAL LINE.
[phone]
SOCCER GOAL ELEVATION
N.T,S.
�01
2' MIN.
Y.
SOC
CER NET MAUFACTURED BY.
KWIK GOAL
MODEL #3B1121 or APPROVED EQUAL
1 2 --.(800)-53- -4-2 5 ...
M
ddd:
fr
CORNER FLAG
SEE PLAN FOR DISTANCE
I - I
f—MID-RAIL
NOTE:
THE FLAGSTAFF MUST NOT BE LESS THAN FIVE (5) feet high.
THE STAFF OR POST SHALL BE APPROXIMATELY 1 1/2 INCHES
THICK AND MAY BE EITHER ROUND OR SQUARE. THE FLAG
SHALL BE OF SOME BRIGHT COLOR, EASILY DISTINGUISHABLE
FROM THE SURROUNDINGS, AND SHALL BE ABOUT TWO (2) FEET
LONG BY ONE (1) FOOT WIDE AND SECURELY FASTENED TO THE
POST OR STAFF.
41 SEE PLAN FOR LAYOUT
CORNER POST LINE POST
-COURT I.D. SIGN
1/16- THICK ALUM.
q
WHITE BACKGROUND
ATTACH WITH 1/4"
BOLT THRU 0
4CORNERS
ONE PER EACH
SIDE OF FABRIC
to
^f I A MI I lkll/
10' 10, 10, 10, 10' 10, 10, 10, 10' 10' 10, 10,
TENNIS COURT LAYOUT
N.T.S.
SEE
DETAIL, THIS SHEET
J
TENNIS
COURT
FENCE AND GATE ELEVATION
N.T.S.
NOTE: TOP OF FENCE POST CONCRETE FOOTING
.TO MATCH TOP OF WEARING SURFACE
1/2- EXPANSION JOINT
ry r NYLON TENNIS NET
I q (SEE SPECS)
TWO (2) COATS FORTIFIED ACRYLIC COLORG'OATING
. .. ....... .
"PLEXIPAVE" OR APPROVED EQUAL, TO BE APPLIED
V)
CHAIN LINK
TO ENTIRE COURT
FENCE POST
GREEN VINYL
6211'z"""
ONE (1) COAT FORTIFIED ACRYLIC COLORCOATING
_j
GROUND
.... . ...... ... ...
CLAD STEEL
10' HIGH
TO BE APPLIED TO HEAVY WEAR AREAS(BASELINE)
SOCKET
w
o
(SEE SPEC)
FILLER COAT OF RESURFACER TO BE APPOED TO
ENTIRE COURTWEARING
FENCE POST
SURFACE
FOOTING/CONCRETE
1 1/2" TYPE 1-2, ASPHALTIC CONCRETE
CURB HEAD
1 1/2
__77777777777
V
(gqo "PC 0(yo 0
CP c2%pq,
77 777
(Y" (?o (70 0' PC
0
0
00 0 Cp
0100 Cb 0 Q2 9&00 0 Cp Ozpp
0
Cp Cp CP (Y Cp
& 00 0 1 0
(0
C-4
C14
Z
h.
COMPACTED SUBGRADE
5% PROCTOR TP 9
10
:A
6"
=77
1'-0" SQ. x 3,-0"
CONCRETE FOOTING
6" I
12" STABILIZED SUB -BASE
COMPACTED TO 95% DENSITY
TENNIS
COURT
FENCE
LINE AND CORNER POST SECTION
TENNIS
NET
SECTION
N.T.S.
N,T,S,
909 MARKET STREET
pWK VALMINGTON, NC 28403 [phone]
DICKSONAsheville, NC Columbia, SC
=P14nnm - sum"M Atlanta. CA Hickory, NC
*Anhiteds Boca Raton, FL Raleigh, NC
Charlotte, NC Wlmlngton, NC
00
L
M
C14
w
MI*
s;:
z
L,
C"
(07" pi
0
Z
0
7
01 M
z
1-1 t_1
c5 C3
'
ZN0
O
w
,
u-) E5
-J
z I—
z
Uj
V)
Uj
01
Uj
Ld
Of
D
R
0
LAj
c)
ry 0
6)
N
El 13
U
0
ED
O
REVISIONS
z
C
F_
U)
F_
z
0
w
00
DESIGN

architects
BONEY ARCHITECTS, INC.
2528 INDEPENDENCE BLVD
SUITE 200
WILMINGTON NC 28412
TEL [phone]
FAX: [phone]
WWW.BONEYARCH.COM
WILMINGTON
RAL.EIGH
CHARLOTTE
CC7, im BCNEY a6tCHi;mm INC.
w
W
7
,n I
0
z
W
0
z
z
w
a
m
m
W
0
0
N i
Z
O
n.
0
0
I
W
N
i
W
O`
M
Z
J^
V
�1.
Ws
ou
D
C
F
0-
Z
C) i'
.
z
$�
W
o < J
PRINCIPAL
DED
PROJECT MANAGER:
MNH
DESIGNED BY.
MN. S
DRAM! BY:
MNH
CHECKED BY.
DED
PROJECT NUMBER: 90148.80
CADDA r14E: 40TOP02.DWO
SHEET NUMBER:
C
-1
.0 0
DATE:
14 DECEMBER
1999

127 AUGUST 1999 1

:-i
• • INV 27.85 -- _ _�.� _
_
32
SXR>
"IV
°moo qR Nor j A4CNr e %� -�- _ — �-� = - --P-- - = .-� -�- — = =_.= =_ — — — — — — __ 1 _ \ -IS-M: �_ ` -� _ - _ _
SAP 8°pk z4seVt$tON '' — 7 Iyzsr �58.73 — �. ' �w — ,. _, My ,�+v —tz
Oox ao, pR 3aa - ? t�75�38'OS"E _ / �N75�2 42"E a4- 63 \ v ?ro>iJ ,z,� �{ ): 4 t?5 14- 9 310.59 �! es w �„ / -- _ _ = .,� �= 1 = = '— = — A . �=
s U ` W 1 N7534 21%E w oa
{ 000st R f sr r +Aov
rFL. / / / / ,�, METAL's+Eo Q' GRAVEL W i { l coHrw•g!R'►a— \ �s`�.~`
// up�r FL 2as2 t rt000 FEN WOOO 1 F { 1 1 j Qfs ,sY zs "oo t N78"58T�"' "£ \ aor ,��
I W s I
} { ' : r+r U IW7ZANas Moro { 80"Q q"E
24A42 / % l 28` � ,y h 21.24 � VEi �n ITS f f i f � � R: . _ .._ — � Y'1�. `L) .
\ \ 1 1 { { 11R > { NY ti/ / 4 ` `, ARC, ``' T W { D 1 I r CH �. w s oor (�
ts�, of // / / \ n 4NOS U { R i { a7 i D \ . U �£7I gN0 4ov
11{ { / { . ,� / / \ . .� \t LOT 1 t 'ON� / \ { Rf n v { J •o. r MA x; { w woo°S
t r—D c. Rx I
/ /�• `' �.. � SARAN DIVISION f / � LOT 3 1 }I ( z0� 1. 33.17 ER � ''`a `' U � ..._
DEED BOOK 2458. PAGE 382 \ I 1 SARAN DIVISION f o`t"i { / } \ `� \ { 1
KOR AV r+ .g O , /% , < MAP BOOK 30, PAGE 115 f LQ - L — - ,� } 5 Q { } f S �,
yr ` 1 DEED BOOK 2382. PAGE -661 I P �'
EED
C �D B RAN23DIVIPAQGE 100�` ` \ �g .0 MAP BOOK 30, PAGE ii5 kErLgNDS U {( { 0 �i( ., tom" { U �' w000 U \ 3� w
D C n1Y?/ WOODS /t/ MAP B00K 30. PAGE i15 t W W {) } ` ` U U W U W
C604 LIM FENCE` o : { f . W U W W W w W W
/ /,> I q,,;�:., /� \ — \ \t \ SOS { I rtgNOS�"Ds WOoos W �NDs7Ds W {
I
LOCATION MAP +NY �' r� '�°-- / ! �� • � . `�.� .....,� !- t `� w 1 I �"
R, 1' / \ \ w DsnANOs
��•,� ( )%/ /� N.T.S. Iry �874 / // � 1 \, !-�""•%' ' W � / 1 / '".
1?.�8 {
u I WOODS WOODS
{ 1 1 { I {{ I WooDs ✓ t t 1 j� I
ill
( kr„e'w \ ! i \-�°R N� JU �, / PLOT ART 4F �L4"0s { } la
BAR AN DIVISION ^ �+oR / f U r� C W W "ANOS .
-CC33
U \ ~� \ �-W -. D M�BBOOK230. PAGE1. a ,= ' ` a F��e"` I v
�esg 1 t ,Ny Ut; 2, If \ U ` �hy�r` \ �►E]t,4NOS t ar
+roe, \ W `� �y \ r� y. �+'ooDs l
"1�` hill, t tltl \ rz p8o // / \� 1 \ \ �. -� ""'`�'. WOODS W --'' \ �, j1 W � N U
��� { J U W U \ �- -•, ,� __1�,,.r:R �e, oor, �,
JW. W. PETERSON
RCp �T / + t \t { WW 7''4NDS ~_ _. •.. `----19r' r,RAVEL i WOODS DEED BOOK 124r_ e,AGE 878
,ro ca/ O W
It J1 { I t {{ / ) L -. `\\' { \ �` �• \v ., *NaA p,NN U /m \ CAPE FEAR COMs OF COLLEGE
\�\ .� \ / __ { DEED BOOK 2360 a« 104 WOODS
/``' U \ l P U { t `.' '7l N
I/ 1,� q / { { i i { } { I { { \\ \ ittll3',t 3! v / / 1 B �oT OP 1 R ` WF77 S "�tA,VOS WE7LaNOs
4.� \ \ T U W \, ~� `� " WOODS
��,/ 1 t RI{{ II{ 1t 1 \•� iNva,41INV / 111111,}.. i ,�,/ \ �` "U, . W{ } W {
Rom'' J / { \ - 1 \PA r
u WE7LANOs WOODSS "EnA
NDS w
or_v/Jo1/ry
z
'� \ { ,�, _ _ j` q� �0S 1 w r
IS
Al
lb" // // \ \ 1 } \ / pp? . t , . N ' . % 29.11 �7ZANO fo WO t
+NV ? t'{ �I ( Q� ♦ // /f�� 1bt % \ I \ \ , S } / i� WOODS t
I ,ao--- l \ ,/ ( / ,1 NgIL j q } �, L
y l f Ullr..kA W o� 1 I r w�LL
)eNv 24 r� lltt tt �� ' +Nv '� { /i/ \ \ _. — 3@• _ / �/� 1 \�i1 w W NDSa 1 t
�z28,e \ rya ~ .��. `�--•j' `' W W WEr(ANOS 7
L % �,/ / (% tow
f ` u U ` WOODS
t� e / 4 / - / - .
�G" lNV zs 43 s ?� \ r- /ir 1 ) Jj a. ��\ POND /r — \ \ / r �� ` ` -- — w U M',tp t � / U WOODS 4m
�.�,/ �� \\\ .� t \ ._ ..r -ao -• \ / R \ \ �� WOODS
Te R ee { I } } WOOS �•; .- " r ` /s t /
IAjV
\S73'28'31 W WOODs `/ ` \` � \ \ \ \ / }1 1� / (y `\ t { 1 _ _ , /'" �`"'�\� �z�',Y$ .>$ KT7ZArjDS
} I
7$Y ?$
{ ee , 1 ' i \ t }} 1 ,Ny a8.79 ; } — \ — +i�Ji — "► + * "�i, t > t 1 f 1 } J / / 1NV 278r
oor
---- �s
RCP 1 { 1 Tc-� _ �p \\ ,w ne •� WOODS 'fL \ / t o,,, 0
tilt ( GLEN ��» 1 '� i ►} i \„\, y\ \s /i / / t / ,,�,w�z`� `'
011
Ds ,•�'+w I
wV28.3, 1. < oor j
i
r v.^
RISER
wo
COS
"
f` JHv — — —3a •� Z4k�t9•/ a MON ��
' F / /. ( t t R •+A- '� t ,. } \ �. / �. \ �• ..._ — \ 1 y' 7r j \1Nv ?S
SYR 2 17 2°I / ` j \ } r- 1 1a '�,Js w t ro
�, % L.' ' �g� ADS (a
f t } D DR
{ { t { r / \ / / n 4r U NOS
�7
` { f I / 3 16 R 3 1 } ~3r` �* i { `� \ .�/ ,\ �� C . / ' { ./'� "` -~ `�
{ t I{ t {{ 1 610 {{ t ► \ 141. +6 2 / R \ 1- , , _ '
\ R 1--- __
/ i NDS FROM
1 { ,� � \ / ...... _.. .._- — .,; MAP RE O WETLAS:
MAP ENTITLED "WETLANDS DELINEATION,
1611.1a.f { \ { { RI TRUSTEES OF 1 -' ,Ax \ / �!/�' � 0 r } � � -- '' � /f � _ CURRIN TRACT, LANDMARK DEVELOPERS, INC."
�� {{ { CAPE FEAR COMMUNITY COLLEGE \ .--.% '" / —
1 { / 1 4 { 4 0 { t { 1 r'� �` TRUSTEES OF �' �
{ i' DEED BOOK 2458. PAGE 273 fit...- �"�' ''� \ J / BY .GREEN ENGINEERING, LAST REVISED
/ / -o ,,-� / , / t / 10/9/98 AND FILED WITH THE US ARMY
t \ CAPE FEAR COMMUNITY COLLEGE \ / x N \ / _. / / / / CORPS OF ENGINEERS.
,Nv ? G t ) J/ 1 `J } Z ff { }t `` DEED BOOK 2458. PAGE 277 i / \ / / / .qQr
�{ 11 U .� O ` f , ,
1r�Ya 'Q 1 { WOODS P w u �'� \ R� a
NV �za N 1 u 4 C `1 � r— rrI0 `� { 1 '" -- -- * — — — / — _ ,� / /
t 1{ 5 (n 5 f 11 W I t { /' NAIL R: A
W 14 I W lilt m / 1 1 �� '', E. 3,3 64 •P w
U , { R{{ ,/ 1 < ! \ /1_ f \ \ IJ // --r �\ ---.._ .. ...,/ /_,-' �_J/ /' \ WETLANDS
� { 1 r f \ ,- -' -^ \ \ - / — — ..._... _ / / U UPLANDS
¢ {ii\ / ' ' \ \ / / / - `' , +---• POWER POLE/ANCHOR
r tV c� { \ \ .�--•°— OVERHEAD ELECTRIC
yc -- UNDER GROUND UT1UTY
�.i..i 0`t,. \ W , �'� I j�` t ,.. J ., {� � t -.. I / / j / \ �' .. '._' " "'- J J !) 4�t3`�
6 Q r� 13 6 Z W0. {{ I{ \ t } 1 .der► / f t } / / \ 1 7 A'i•� DOT MON (F) N.C.O.o.T. MARKER FOUND
1 I GN W 4 N� _ U ` }_ / / / 1 / / ep •— WATER LINE
{ U O ® r I U t t } / �'` 1 / /ice / og CID/ / \ / 1 J IRON INV? S Y. m ' { {{ \ \ i # \ 9� / / �/ / 1 t V P) C8N tPFa.. FORMER PP PROPERTY LINE
NV t 1° +N Y„ _..Q 4{{{a. //`'�. ) f" �� x-o"
�- � \\1 i//,----/Ts RCs 7 tL Q 7 { { \12 CL
}! t t/ // /\\ //
WOODS
--- } If { o �%.._ . , - -•.�' _. ems_,
/ 38
fill1 { 1 } ?.,, \� � t t t / ,--,{ / \` l \ //` — / oor y
{ { R 1 { 1, / W ,_ \ ON
+Nv2749 8 i1 8 I 'i i/ i ~ t`�� \/ / El.MA. COMMUNITYS TRACT IS IN -PANEL EL NUMBENE C R
G TO
370168 0030 C, REVISED APRIL 15, 1986.
27
7.29
W U t `` �• °
I { {►� { { 1 � RCP r { ..� ,- -- / -- �- �\
I{{
1
,.- u W � �, _. _ .�, NOTE:
_ _ �� \ } / 1 / / '' /' ' / §A/ AR �, � 4N0S� u �` �`�\� or �,�, �� CALL "NOCUTs. INC." �F.FQRE EXCAVATING � IN g9— { / / /L ijy P x R \ I i t > UNDERGROUND UTILITIES SHOWN ARE LOCATED IN PART
1 / / / \ 1 EL•$ 60 .P• ` / U w W FROM ACTUAL FIELD LOCATIONS, QLD RECORDS AND
I1° ' / / 1 / U j \ } AS MARKED BY NOCUTS, INC.". THERE MAYBE OTHER
AVENWOAR3'---DWVE- 21 i+---
--- � (ee -R, } � i t '3
UTILITIES NOT SHOWN.
��\110
,'sYzJeg /
\\ }f R I RCP I11 /rj r �,� \( / / J / t U y
+Nv 1.85
` i R I f \ \ 3 } 3 { �// /� / / / , ,� / / //�� ; ,. ... = 1 "ae.. ... _•,3$. ,.e•y"' f r
—
{} 6J f , j -t' / / �.% > t I
2 S�P��{t1 �� -, \ _ �){ { i /{ / / %'�' t }\ WPA 7L i { i w Werr�wDs W u
INV
4g ) Y�3N'BOk
48� 22.88 y 1 �\ ?oQ�'" .c`
III i 4 ''II0{ ' I !
1, w,°S /
t$ N C G S. MONUMENT t R
t ` of { j ,Nv27gs "CULVERT 2" 1975 { / � 1) � \ , 1 � 1 -\-� U
{I I 1 NAD83 y� t, tt.. "� ,. =_ i� ,L t �, 1 ,�/% ! 1 CERTIFICATE OF ACCURACY AND MAPPING
} { I N 209054.39
t il� } '"'Y a$1 E 2337550.35 U U } /
I $RCP s '$� �---' U / AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS
I { } EL. 30.32 NGVD '0 ! r \\ f/ i F OM A M. EDWARDS CERTIFY THAT ER PLAT WAS DRAWN UNDER RI SUPERVISION
1 �+ fill I 1 W RECORDED tN"THE' REFERENCES NOTED ON THIS DRAWING.) THAT THE BOUNDARIES NOT
{ f 11 TRACT "B" v� \ '�` - r /'� '' "' ,� �" W ( W / �` SURVEYED ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT
(R t \ 66 , , W /, THE RATIO OF PRECISION IS 1:15,000+/-; AND THAT THIS PLAT WAS PREPARED IN
•� ( i U / ACCORDANCE WITH G.S. 47-30 S AMENDED_WITNE MY ORIGINAL SIGNATURE,
( { \ ,�� � t , � { ( 1-1.-�- � REGISTRATION AND SEAL THIS �_ DAY OF ll...�,
A.D., 1999.
} \ It l lilt { � �10� � t (rI \ J������ \ \ �� � ( � � t --
1 I}{ { } } t _ -. f \ 1� F,��•� \ �\ \ 1 ) J/ �'°7L s� U t\ r- -'-'jlli�Tt ANDS / '�' DA 0 M. EDWARZe P.l. S.
11 Ift 1 I { 1 �I'iI it s \ \ -.- _ --- . _ �/ \ 1111 \ \ \ \ ( ® WE ND t \ j 1 " Q / _ - —w /
�I1 \ ��\� l } 1 1 \ rCA"°S s U j t } t f �. W
WE /
'or-,Jt 1 \\ 1 J { I I W j J 1 DAVID M. EDWARDS. CERTIFY THAT THE SURVEY IS OF AN EXISTING
- I S NOT CREATE A NEW STREET
..-- `/I-- .� /"r• 4� PARCEL OR PARCELS. OF LAND AND DOE
r w OR CHANGE AN EXISTING STREET.
J i { { \ ttI l / I}I{{ R } i fit\ �, %i. / f ( , 7'�' \ '`-�.'j { �, / �) �" { i �- �
/ f�, II I ) If{ 1 {{ I �.\ !, 'il / „� ,� r /,+-��_ "W \ _ ~- _ _y 1 u" "� a v t �=�
1f11 1{l J / i + ( \\ �/ � /j--"''" � `�► \ �\� �'y �•80•� �`"�..�,,,,,�,� � aor,�ay t,�.Zl' + ',� �rLaNps �„ -•-� --/ 1 l ��`11,5
NOR JH CA OL NA „1 / - \/ ��'" '
l t K D t) M. EDw RDs, P.L.S.
hEPART'MENTr 0 T AN PORTATION ss r, , 2;3s.os' —' r -./ REGISTRATION No. L-3901
, , � �-- __ .r.. W w u ..-�-
fl (PROPOSED) 'rw -- u I i
It
U.S. 17 WILMINGTON BYPASS R }
DEED BOOK 2404, PAGE 725
-.
SCALE: 1 --
� 00'
iuTo
r>,
C—
t�
uo
C)
-
[�
Q
1
2.01
,UGUST 1999

PRINCIPAL:
DED
PROJECT MANAGER:
MNIHI
DESIGNED BY:
MNF
DRAWN BY:
MW
AUGUST 1999

architects
BONEY ARCHITECTS, INC.
2528 INDEPENDENCE BLVD
SUITE 200
WILMINGTON NC 28412
TEU 910 790 9901
FAX: [phone]
WWW.BONEYARCH.COM
WILMINGTON
RALEIGH
CHARLOTTE
CIM CM etc.
UAL
s7
FINAL DESIGN
FOR BIDDING AND
PERMITTING ONLY
NOT RELEASED
FOR CONSTRUCTION
RE"V?IS10,I` S
z
W
2
0
O
v
a
0
►--"O C�UC1
w�o zzz
� N I ai jai L
N O
�U •� OY
W Z U
�ZQ Q�z
0
a Cn U
�z Zul<
O R
°' � .c E o
rn
v:0
0)
�1
� N
i h
C
IR C Q L
, �
Ld QL iii
LLJ
ppY
ij
Ld / Z�
J
V
JJJJJJ
%��U
..,
Cr/
_
< z
Wf►
TLL - 0
sW LLJ o 0F0
}- IXCL
J
PRINCIPAL• QED
PROJECT MANAGER: MNH
DESIGNED BY: MNH
DRAWN BY MNH
CHECKED BY: DED
PROJECT NUMBER: 9014&80
CARD FIE: 40TOPOZDWG
SHEET NUMBER:
3, 2
DATE:
27 AUGUST 1999

CORNER
NO.
X
COORDt"iATE
Y
ORDINATE
1
2338215.91
211116.66
2
2338142.86
211139.70
3
2338139.95
211130.94
4
2338131).98
211105.40
5
2338138.14
211081.72
5A
2338130.14
211081.72
6
2338115.31
211056.45
7
2338133.27
211039.23
8
2338150.35
211032.59
9
2338147.25
211020.90
10
2338149.47
210998.49
11
2338144.04
21097&72
12
2338136.6
210955.05
13
2338152.8
210948.23
14
2338177.
210949.77
15
2338179.49
210990.08
16
2338189. 0
211018.74
17
2338201. 7
211051.20
18
233820.83
211088.35
i9
2338 5.91 1
211088.35

DATE:
30 NOVEMBER 1999

23381
-� mm
00,
rl
/ 0
�✓ X. 233834.4.83
Jb�'! y�a� \ r✓f //,' �"> f l Y:209729.36
+ R36.5'
X: 2338385.16
X:2 38614. ,! Y:209717.10
5.
g
/ r-u44PKIN CR EK g� r' 4 Q %! f le-- -- _ __._, / / / 20 DRAINAG2 CANAL y �O �P ' �''
/r Mqp BOOK 7. pqZ�F 5ENT /r/j / 1 ; . f ti
r f> f
/X-2338370.54 1
Y.209437.63 X:2338451.76
,Z/. ir' r/ Rp ! � f ,isl � ;r----' ' � Y:209645.65
51
4
r { •-.. X:2338350.01 ✓ ' ..1 ],'` t 't R� ,r /t% ''
X:23
-^ " _"'.-- •,•...,,. 3 --- Y: 209255.65 � / X: 2338385.79 r j , �, <� '-,-:,,.•...,_
3 _
2 1 /
�•-..._ """-••-.`""` ...,..,,,�""-- �/ ! Y: 209448.68 � I � ' Y i +' � � f � ""`--•:.:-�, _ 1 ;
_ / o
��-'^. X: 2338474.56
cpcs f r _. J f i� o in Y:209558.01
� ``. X:2338502.48 c �4 a
- f Y: 209353.65
\ , X:2338484.89
Y:209057.22o
0
� It
f
l X:2337416.14
R47.0' Y: 21 D441.37
X: 2337413.70
Y: 210422 67
N O ` irl
X:233749
Y.210437
POND NO. 1
1„=40'
X; 2337430.71
X-. 2337540.60
X: 2337535.74 Y: 210720.72
.--►
•
27
■��I glig93371573,82
Y. 210680.58
•
Y:210499.2
- , " C4--�a
X:2337617.53
n --- 6NX5', CMP RC
J HEADMI.I.
INV 23.26
30" - - RGp
-- -� -\ EX 36" CMP t _� INV 24.
29 X:237784:97
�3p X:2337725.55
f W Y:2311299.69
30 :211158.25 cn 1 � j
O cV00
ZZ
LA
C) X: 23210941.0137682.48
,r Y:4 -" � \\ -' '"`�``` "^.,•... ' j i t
X:23 7682.7 tb i X:2337749.94
:2109135.56 96 3' If Y.211053.63 ` r
X:2337851.70
1
XY2337691.31 ) Y:211048.74
f Y: 10916.42 X:2337753.66
I Y.211029.02
^. i1 2 „L99.18 i t Q? X: 2337871.56
Y. 211115.21
�.
223~~'_ X:2337896.8
--�-� t 1
24 Y:211230.11
lu
28 27 k ��` ` �•
O i� 29 •,. ' t ,'� 1
-- Y
W
X:2337974.47 i
t X:233777%0 cV .^ Y:211330.06 I
Y: 21090 1'I } 1 O
i
X: 233785 17� VINN
I
J
u
0
FLC
1O
POND NO. 3
1 » 40'
FLOW
X: 2338019.4-4
Y:211205.83
Lo
X-. 2338228.24
Y211213.44 \`X:
41 Y:211230.38
X: 2338311.72
k'• Y:211192.79
\25 0' 11£
t
X: 2338292.01 X: 2338292.01
Y. 211153.70
Y:211153.70`
l
i
00
N
tD V CT W
}} 1�
N 562' r 1 L
ul
N
N ;
i
X: 2338580.22
Y. 211010.20
24
2rj
6
l
76.5'
---" X:2338613.99
Y:211107.49
LOD V Enrl
EC 2 2 IM
Dwo
SCALE: 1,, 40'
Qltur%tu U .
Utu
PROJECT NUMBER:
9014&80
CADD FILE: WTOP02.DM
SHEET NUMBER:
4,0
4
DATE:
30 NOVEMBER 1999

MIN 4' X 4' X 4' VALVE BOX
PRECAST CONC TINDALL K04848
OR EQUAL; OR CMU CONSTRUCTION
LADDER fy� WiTH 6" JUMBO BRICK.
VENT " c SEE NOTE 9 FOR VALVE SPECS.
GATE VALVE \ INSTALL 1 /4" NPT TEST
CHECK VALVE PORT W/ 1 /4" TURN
VALVE WITHIN VALVE
BOX DOWNSTREAM OF
VALVES.
- l
C'•
v•
8 FT. DIA WETWELL
WETWELL
NOT TO SCALE
•, .3
TEE WITH o o
BLIND FLANGE o 0
o c z
o _ DI INFLUENT
(SEE NOTE 4)
Lu
LLj L.
MiN 12" LONG j GATE VALVE J6" MIN
DRESSER
CHECK VALVE j 4 ' DI MJ TRANSITION
k
� _ t
FITTING
'! s 4" DI PIPE, VALVES AND FITTINGS
o FROM PUMPS THRU VALVE BOX. SIZE
PUMP -DISCHARGE a. s AS REQUIRED.
SUPPORT BRACKET s
VALVE PIT DISCHARGE
DIRECTION MAY VARY
VALVE VAULT
NOT TO SCALE
PLAN.
3" PVC VENT W/ NON-FERROUS
INSECT SCREEN LOCATED ON
HINGED SiDE OF PUMP ACCESS
3/8" 0 SS HOOKS FOR
PUMP PULL CHAINS, POWER
32" X 48" FRAME & COVER MIN.
HATCH.
CORDS AND FLOAT HANGERS
TO PERMIT LADDER ACCESS &
24" X 48" FRAME &
(10 REQUIRED). MOUNT WITH
PUMP RETRIEVAL. (SEE NOTE 8)
COVER (MfN) (SEE NOTE 8)
LEAD LAG SHIELDS. LOCATION
6" CAP
BY COUNTY PERSONNEL.
4 -
2 NO. 4 RODS -
CONT. IF CMU CONSTRUCTION
HINGES
V. 30.
SS GUIDE RAILS
MH STEP 18"
(SEE NOTE 5)
a1 0
BELOW HATCH
ON A NON -HINGED
'
SIDE
2'-6"
a
GROUT
°'
M
GROUT
A HIGH WATER TELEM. '
HIGH WATER ALARM 20.0
ELEV. _
DIP
2" X 2" X 1/4" SS ANGLE
WELD AS REQUIRED
I.
3/8" CLR HOLE THRU FOR
o 3/8" DiA SS BOLT
X 6" X 1 /4" (TYP 4 PLACES)
PLATE (TYP) 6" 1 /2" STAINLESS U-BOLT
FIELD FORMED ALL THREADED } �- 3/4"
ROD NOT ACCEPTABLE
SECTION A --A On - -9---
3 /4,. t
THREADED ROD !!1 1
& BOLT i 1 1 /2" 3"
1 I
7/16"
FASTEN W/ 3/8" DIA I
SS NUTS, BOLTS, AND
LOCK WASHERS
ANGLE
J
,,HOR SECTION B—B
PUMP DISCHARGE SUPPORT BRACKET
NOT TO SCALE
�-2"�
SECTIONAL LADDER DETAIL
NOT TO SCALE
architects
i
BONEY ARCHITECTS, INC.
2528 INDEPENDENCE BLVD
SUITE 200
WILMINGTON NC 28412
TEL [phone]
FAX: [phone]
WWW.BONEYARCH.COM
WILMINGTON
RALEIGH
CHARLOTTE
®1m acmy mtmrm a, W.
FINAL DESIGN
FOR BIDDING AND
PERMITTING ONLY
NOT RELEASED
FOR CONSTRUCTION
CONC BASIN HIGH "�Lj/i
>�,, 6 H CHAIN LINK FENCE �G / / 7
GROUT TO SLOPE ! C W/ DOUBLE GATE CENTERED � �. \ �- 0,,
1'-0" GROUT TO DRAIN I }; 1i L� ON ACCESS ROAD!� !�
PUMP REMOVAL .. �• I X-;
_.•- a
CHAIN (SEE NOTE 6) a t } 1
i
{s
i 12
�_ r-- -- o c� c� c�
BiTUMiNOUS JOINT. 2" PVC MIN fl1A ° , q�t il , °G o J i ,: }f Zj C ,.::_. �G - �, >� i woo z z z
DRAIN. SLOPE TO o a `11 tires; w ap N
MATERIAL {TYP) " ° , e 6". 'GONG BASE ( I =I r .. � N
WETWELL, WITH 10 ° r ;1
p __
TRAP OF FLAP VALVE.I ,•-- � ?�•i+. )r� _•C f.�t' t '� y J � � t ..✓ :.-- �i' � °fn
IN WETWELLr'.1.,J .- t rrii ` j . t'tC:{rta
,, ,' �_Jz, ,�F( C 1 r `" Jr
» 19.5 s 4" MIN }`�'t �1,��� ?i )'S "cf'�-•-t�,�.���t�, +4�' ';a F - i t j c4'� > LAG PUMP ON p '" (,,��X~3-C3�'�.1'v }rt�r, �;�,i }°DIPYf ".,f f ;� .,7, Jr^ '` �.Jr' f ,EY, * I 15✓.aci'^L1' r r r ; s i' ✓ r' I i I t (i i """'i ".fie;' `z � '-
�
GROUT m E
GROUT AROUND I f La'f a� a
b BOOT 1 ,` m o a
LEAD PUMP "ON" 19.0 a i ` d��/f,I, d��/a ��cG m'
ELEV.
INFLUENT (SEE NOTE 4) V �/ �� d«
J I �41
INV. ELEV. 21.59 i i I -' Q /
i.15.0 LEAD PUMP "OFF" 18.0 �o Ai
Di MJ TRANSITION FITTING I , ! �C ( V A.)N
ELEV. 18' MIN FROM WETWELL I G I N -A ti N
(SEE NOTE 4)
--i 10'°
12"
ELEV. 16.25 SITE PLAN
VALVE VAULT 12> = 20, N
MONOLITHIC NOT TO SCALE � c
8„ ,: °'. CONC. BASE rn c
a, ° a t c c v 3
a G wacn
y s z oa CLASS 57
y/; CRUSHED STONE
1 :F t Y �r4"� i , "� 1.� t I' �C = ? •. 2, "�c„'3rZ . 3 �. f t I` ;, C ;'� f`: s i w 1' FULL RAO.
'{ >i � •'% t� �K;�f,:l�?�_�, � 1�4�`."`C�;j-.�, �, il52 , �,i)' }Sr12 �� +.='?�(//; I! �•....,..t tj(t' �, .�� } .�, j,.� ,ti� g."�'.� ,� ��y,t-�t 1f��sr`.r
1/2" (TYP (TYP)
4 XA
12"ik,11 DISCHARGE & RAIL 12" FROM 0
SUPPORT CASING
,,- h Ir � � �... 2,•- 't � �-- � �. F• ,., , t TOP OF LADDER
s f�7`\,1(Y%J ,t}1�((^j) i 4 rJi f.
t`�( •,r�(••-�,�.,T ��{' !� f„ti� L.J :,,, r—C.F... ., /'Ti`w..tE tr ,. )\..�7��! iiJ i` �:%J 't.;,t!�tT' I it,. ` ��' j
Y f ,. !S C .• ! ) • ,! t f T I 1� . zJ: — a ii t. t' .i c ,a i ! C C.•'
SEE DUPLEX SUBMERSIBLE 3/4" 0 X 4" DEEP
NOTE 3 PUMP WEDGE ANCHORS 7
3/4" DIA MAX CLR 2„ ! r'1
HOLE FOR 5/8" V�1
DIA X 3" SS WEDGE
WETWELL ANCHOR (TYP) _
<C
NOT TO SCALE SECTION - 12" OC
NOT TO SCALE 1»
1"
W
NOTES:
VARIES - SEE PLAN
12 FT SEE PLAN 2 <
1. UNLESS OTHERWISE SPECIFIED, ALL METAL WETWELL 3/4» DIA ROD OR � Z
COMPONENTS, HARDWARE, AND FASTENERS SHALL BE 3/4 �
5CH 40 PtPE 11
;d :D
CAST IRON, DUCTILE IRON, OR 304 STAINLESS STEEL OR 10'-0" MAXIMUM j
BETTER.
3/8" X 2" MIN
FLAT BAR STAND
2. UNLESS OTHERWISE SPECIFIED ALL CONCRETE " OFF SUPPORT MAX
PIPE FRAME FL
1 5/8 DIA 0 FLAT AT BAR 'may, X 2" MIN �.+ V) u
FASTENERS 6' OC SPACING
TO BE 316 STAINLESS STEEL WEDGE ANCHORS (TYP). MIN 2 REQ D
___..i _
3. CONCRETE TAPER IN BOTTOM OF WETWELL TO START
X x ' ; X X �.
lot?END POST TRUSS
.,�• kx
NO 9 GA. WIRE 2 1/2" 0 OD
FROM PUMP AND BASE AT 45' (TYP) ALL AROUND. „ ROD k �,�� GATE POST THIS PIECE FLOATS
CLIPS 0 1 -D
T CENTERED BETWEEN 3" 0 OD
4. INFLUENT TO ENTER WETWELL CE ERED BE �'�`
.,� /'' ON LIFT PIPE L..><�
Y.. <<Z
,� o
AND PARALLEL TO PUMP DISCHARGE PIPES. PROVIDE '� �` o LADDER &SUPPORT TO BE
ONE 18' JOINT DUCTILE IRON PIPE AT WETWELL. FABRIC
TOP RAIL PIPE } �I o ALUMINUM OR STAINLESS STEEL
i 5/8"o OD � FOR OLADDERS VER 20' o ALL WELDED CONSTRUCTION.
5. ONE PIECE SCH 40 STAINLESS STEEL 304 GUIDE RAILS. CORNER POST . 2" DIA. V 1
4
FABRIC LINE POST . � ' �
DIA. PER MANUFACTURERS RECOMMENDATIONS. TWO PIECE 2 1/2"0 OD GA (SEE DETAIL) 3/8" HOLE 0
< x FOR PADLOCK �....
RAILS W/ INTERMEDIATE (MID 1 /3) SUPPORT FOR LENGTHS BRACE RAIL PIPE o THIS SECTION
GREATER THAN 18'. 1 5/8" 0+ OD toREMOVED � � c
` {\� • r , . �y
6. PUMP REMOVAL CHAIN AND RELATED LIFTING HARDWARE �'`"\ t..L_. a-
TO BE 304 STAINLESS STEEL 2,QOOLB MiN. WORKLOAD NO 6 /' ice i `� ' w .' % ,, `' `" %� ��` '` `\ AT U HEIGHT FROM c
LIMIT. LENGTH TO EXTEND 4 ABOVE HATCH. TENSION WIRE
TRUSS •�/,'�.'<'I'. /f\,�������%�'i� `�� !/�� %`.�./,i,,:�:�%�- ��`�//�j�• '.�%.f/.GROUND ELEVATION
U)0 < .�
ROD
., >: FIRST STEP TO BE NO /^� z r 1
7. PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE y 1 MORE THAN 24 FROM
RECEIVER ;� WETWEH BOTTOM
IRON, OVER 10 MIN. ONE REQUIRED. MIDWAY 4 1
.�• " •' ! � ' LOWER SUPPORT BRACKET
�/ SLEEVE 2 DIA TO BE NO MORE THAN 6"
` /i �'r.fj\�f,• :.: / / ,�r \:,•�/:.�i11\�l, \/,�l •..: / �, \. \PRINCIPAL• 0®
8. ACCESS HATCHES TO BE PAD LOCKABLE FRAME &
-----�- 12"ABOVE FIRST STEP PROJECT MANAGER- MNH
COVER, W/ 1 /4" ALUMINUM PLATE AND 1 /8 THICK X 3 (�' . I l'• N0 9 GA. HOG I I ,t �' o
„ : ; M 16"-,A DESIGNED BY• MNH
WIDE STAINLESS HINGES MIN. AND POSITIVE LOCKING DOOR „ !11'. 1 RINGS 2 --0 (MAX) tt' , tt ,�— i 1 /1 C' Y JLL
R TRAINT. HINGE ON DISCHARGE SIDE OF WETWELL AND 12 I:f;I 10I.� . I DOUBLE LE LOCKING DETAIL DRAWN B
ES
CHECKED BY: DED
VALVE BOX. (HALLIDAY PRODUCTS OR EQUAL, SIZE AS NOT TO SCALE
PROJECT NUMBER: 9014G8.80
CHAIN INK DWI T
H. CONCRETE FOOTi NG, DOUBLE l��J NG GA EREQUIRED) ."': TYPICAL .. CARD FILE: 40TKW02DW'G
M
9. GATE VALVES TO MUELLER IRON BODY, BRONZE NOT TO SCALE
WITH 4" HAN WHEEL AND MOUNTED AWWA C500 D � /� /� p SHEET NUMBER:
NON -RISING STEM. SWING CHECK VALVES TO BE MUELLER ACCESS LADDER DETAIL
IRON BODY, BRONZE MOUNTED AWWA C508 W/ OUTSIDE
CHAIN LINK FENCE DETAIL
SPRING AND LEVER.
NOT TO SCALE NOT TO SCALE . 6,01
C
DATE:
SCALE: AS SHOWN 27 AUGUST 1999

D+8" MIN
CLASS CLASS O
1 OR 11 \It
MATERIAL \ BACKFILL `G
O
/ 4; D 2 LIMITS OF CHANNEL CROSSING
CONCRETE \ : t.,; �. :•� ... ° �/ CLASS 1 \ s;.• .f, :; ~• . '•.� '; J 'r ., ,r4.: •.} . ` rs .'�y: !;}'.:F• .. r.}'f.' ) / 4 MIN.
IN. BEDDING
Vt OF CHANNEL
/y/J/ '/ / / / / / / / %/ / / / / / fi/ 1 FULL JOINT 4
\\� \\��\�\�\���C\�\�\� \ �C\�C\�\�1�\�\\cC\�\tC\�\. MIN. # _
z
45' M.J. EXISTING GRADE
CLASS ))A-\
,i CLASS "B" BEND. M
TYPICAL
:\l`'%4 \, •a,%r;'y\;t� � .l :>; ` ?1•`:,,Yr;>'\, .�/;\ y,., \ :!>i \.1 k, tr./ ,:: '! C,`f.,\:i r; ,.,fi� , r i � :'ti'"i;•,�. •.•.. a.:.`.t":S! \i • J, , : •�r:: / . f'`:.., i
"�.�:\�:\/.�:;f%.\r.:�:i:'.f!\l:'j'<.•�-'!,'.•'./mil;<,f.;\•''.,.. •/i /` ;\�..�/i.£.. fj,•,t;•rf✓.l• "'j \L�
• ,� j .� "\!,\, � < I /' �.t ` (�•: ��I PIPE ZONE PIPE. ZONE
4' I EXISTING WATER LINE
EXISTING WATER LINE MIN.
CONCRETE RESTRAINING RODS �{ ;/` ` \j' ` 5.25 CU.YDSAMIN.
EACHVITY
TYP
CLASS N CLASS i PROPOSED DIP SEE BLOCKING CROSS SECTION
FINAL BACKFILL
PROPOSED DIP
1, 11 OR If! `� 1, II OR III ' f WATERLINE PIPE SIZE AS
N / / WATERLINE
BACKFILL BACKFILL `G
\ PROPOSED DIP FINAL BACKFILL INDICATED ON PLANSINN 5" MIN.
y \
WATERLINE `= PIPE SIZE AS CLASS 1,2 OR 3
CONCRETE THRUST " 7 8DIAMETER INDICATED ON PLANS
/ O.D. O.D.
BLOCKING, TYPICAL RESTRAINING
ROD,2 R£
Q D. 1 SHOWN)
CLASS S
°.
\\1 :i
>-
6" MIN
Y
c
6" MIN.
\ \ \ \
1 II
4 MIN. . \,� �\\�
0 R
i "���"�:•�' CLASS,OR 2
BACKFILL
BEDDING \ L.:
.. s .. e INITIAL B C , ; , ; :;..; ...;:y, , ,
NOTES:
� '� ''
�_ CLASS 1 /i�/i /•
-- STABLE
ii >i » ii 1. ONLY FULL 18' OR 20' JOINTS OF PIPE SHALL BE USED ON
PVC PIPE DUCTILE IRON PIP
j'� EACH SIDE OF TOP BENDS, UNLESS OTHER -APPROVED. FouNDA-noN
CLASS C CLASS D MATERIAL
FLEXIBLE PIPE RIGID PIPE
2. RESTRAINING RODS SHALL BE STAINLESS STEEL OR GALVANIZED 6", TYP.
RODS WITH FIELD --APPLIED BITUMINOUS COATING. _
3. PIPE UNDER CHANNEL AND BETWEEN THRUST BLOCKING TO BE D.I.P.
BLOCKING CROSS SECTION
PIP IN TA1
GUIDELINES FOR BEDDING.
FOR. WATER & SEWFR PIPE
DETAILS, STORM DRAINAGE PIPE. CROSSING DETAIL WITH GRAVITY BLOCKING
CLASSES CA. B, C D
CHANNEL C N.T.S.
j NOTE: 1. SEWER GUARDS REQUIRED AT ALL
N.T.S.
S MANHOLES.
N.T.S. 2. SEWER SERVICES SHALL BE PERPENDICULAR
TO MAIN
7-5/16"
N
FULL 18' JOINT 3/4" GALVANIZED TIE RODS
„ HYDRANT 3/4" ALVANIZs=D RODS 6" PIPE WATER " >. STD. MANHOLE covER.
2--2 1 /2 HOSE NOZZLES
-CAP W/2" 14 DIAMETER 23 DIAMETER
TAP NO. 3 REBAR NO. 3 REBAR
4 1/2" PUMPER CONNECTION o o a °, o ° 5.75" N
FACE TO CENTER LINE I4..0 o MANHOLE STEPS
_.
OF STREET OR PARKING LOT o @ o QOo TO MAIN
_ DROP LID / A ..�.._ s z
o
6 A \ � M AS SPECIFIED
9 O N
-, ..__ HYDRANT TO
HAVE BREAK a
SECTION OR HYDRANT LUGS TIE BOLTS RETAINER CLAMP 7-5/8 BOTTOM SECTION 25
"WATER" REMOVABLE VALVE 34X z RAM-NrIt JOINT MAT'L
WORD WATER ON COVER OR APPROVED EQUAL
BARREL PLAN j (TYPICAL) PRECAST MANHOLE SECTION,
JOINT RESTRAINT PLAN VIEW a A.S.T.M. C 478
HYDRANT TO 1ST FULL JOINT OF PIPE w
z.a....
BURY LINE FLUSH WITH CAP `y 1 /4"
w
cn I PRECAST in
FINISH GRADE 3 16" w w FINISH 2,. 9.25" CONCRETE
f, 2" GALVANIZED PIPE Q a _ GRADE t " . --0"
C.I. VALVE BOX CAP W/2 TAP >
5 MIN.
" i HYDRANT 3/4" GALVANIZED ROD 3/4" GALVANIZED /\��\�����\ ;o; ,..° s:.•..; ....yr .:'�i:,•: / \�% w
4 a a 0'--6.
GATE VALVE MIN. SIZE 6 TIE RODS \ /\ '' �' MIN.
O
TURN RIGHT TO OPEN co 0 0 0 o Li,� N MIN n 3000 PSI i1CONCBASE.
CONCRETE
W 6.125 "8-
0 2f, 4.5"
DRAIN o Q° OC3O o z TOP SECTION
.2 9-1 /2" 10-1 4" VALVE BOX 6" MIN.
6" MIN.
° o
0 0 0 CONCRETE BLOCK 27" DIAMETER CRUSHED STONE
•:a� s
.;;;;..;. NOTES:
TIE BOLTS
2" CURB VALVE 1. LID CASTING TO BE TYLER MANUFACTURE NO. 6850-SERIES,
CONCRETE / EXTENDED BASE MAY NOT BE REQUIRED
PAD 4" DROP LID OR APPROVED EQUAL. SECTION A --A NOTE:
NOTE: 1-DUCTILE IRON PIPE 15 X 15"X 6„ MUELLER OR HAYS 5-1 JOINT RESTRAINT
REQUIRED ON ALL HYDRANT WHERE MANHOLES ARE GREATER THAN
BRANCH LINES HYDRANT TO MAIN TEE P R OFf LE 2. BODY CASTING TO BE TYLER MANUFACTURE N0. ti855-SERIES, ^+ /'�
5-1/4" SHAFT, SLIP OR SCREW TYPE, OR APPROVED EQUAL. STANDARD VALVE BOX PROTECTOR 4 FEET INSIDE DIAMETER
3/4' TIE BOLTS 3. THIS VALVE BOX ACCOMODATES 4" THRU 12" VALVES. N.T.S. PRECAST MANHOLE.
FIRE HYDRANT 2 BLOW®OFF
N.T.S. HYDRANT JOINT N.T.S.
STANDARD THREE PIECE VALVE BOX N.T.S.
N.T.S.
N.T.S.
MARKED:
SANITARY SEWER X
STORM DRAIN
AS REQUIRED
X
TOP OF COVERLv
l) 4 6 MIN.
_�� 6.68�" DI A. 6.875' 1 /2" ` •
I 0.5 0.687" 0.688"
7 j2y BOTTOM OF COVER
WATER a � . '... .• .
EXIST. A
Fto GROUND NOTE: k A A
❑ 17❑ ` RING & COVER CONTACT
A A 0.5" r-- _ 1 '� u� SURFACES SHALL BE X o o a
: o PLAN MACHINED So AS To PLAN PLAN 90 BENDS 45 BENDS 22 1/2 BENDS TEES PLUGS
f IN 6.5" �IA. _ INSURE EVEN BEARING SIZE
1.0 ---- 2'-1 � /4" ----! � aF covER oN RING BENDS TEES A � A B A B A e o D
w w �� �t 7.25" 1' 11 3/4 6"
" SECTION A-- A , -1, ,� 18'° MIN. "
PLAN 7.75 11.875" ;n MINIMUM WEIGHTS: 4 rk5 --� 0"
f, "
11.875" MINIMUM WEIGHTS to u 2.75 0.5 ci •
It
ci r RING 190 LBS. .°+. :: a 12
EXTENSION 40 LBS. BOX ,. COVER 120-LBS. a• 14"
�_111 10 1/4" ' ''' '• : 16"
EXTENSION �,____
16"
10"
22"
13"
26"
17"
29"
21 "
35"
24"
38"
27"
9"
10"
12"
13"
14"
17"
16"
21"
19"
24"
21"
27"
6"
8"
8"
10"
10"
13"
11"
16"
12"
20"
12"
24"
10"
12"
13"
16"
16"
20"
18"
24"
22"1
27"
24"
1 30"
10"
21"
12"
29"
14"
36"
16"
41"
18"
48"
20"
54"
TOP 10 LBS.
2-0 1/2 _ _
B '• "i '4` . NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
WATER V A�" Y ESECTION
DEWEY BROS. NO. MH--RCR-2001
,
m :' ° d: All bearing surfaces to be carried to undisturbed ground.
CASTING.,...•_
A -A•
. °.' .•., ' ... • _.... r.. ••
N.T.S.STANDARD
MAN H OLE
SECTION X--X PLAN & ELEVATION
RING AND COVER
BENDS & TEES PLUGS
STANDARD THRUSTBUCK
N.T.S.
FOR WATER MAINS
N.T.S.
i
i SCALE: N.T.S.

A
MAIMUM POST
1/4" WIRE
MESH
A
FILTERED
WATER
SE!Q- iQN A —A
ROCK DROP INLET PROTECTION DETAIL TYPE ""
N.T.S.
(ALTERNATIVE 2)
NOTE:
SEDIMENT CONTROL STONE SHALL BE
NO. 5OR NO. 57 STONE.
WIRE MESH SHALL BE HARDWARE CLOTH
23 GUAGE MIN AND SHALL HAVE 1/4 INCH
MESH OPENINGS.
TOP OF WIRE MESH SHALL BE A MINIMUM
OF ONE FOOT BELOW THE SHOULDER OR
ANY DIVERSION POINT.
STEEL POST SHALL BE 5 FOOT IN HEIGHT,
BE INSTALLED 1.5 FEET DEEP MIN, AND BE
OF THE SELF --FASTENER ANGLE STEEL TYPE.
WOOD POST SHALL BE 6 FEET IN HEIGHT,
"c* INSTALLED 1.5 FEET DEEP MIN, AND BE
NCHES IN DIAMETER.
LOST SPACING SHALL BE A MAXIMUM
4 FEET.
FT 2t' FT
w w
1/2" PER FT 1 4" PER FT 1/4" PER FT 1/2" PER FT
Or
SCOPES= 3:1 MIN. SLOPES= 3:1 MIN.
2 FT DITCH
3:1 SIDE SLOPE 6" ABC. LOCATION AS SHOWN
ON PLANS 3:1 SIDE SLOPE
SECONDARY ROAD ROAD !'B$$)
tom, snrr rrnarn r , rn r n
N.T.S.
VARIES 21' _ vy 17' 21' VARIES
' 1/2" PER FT 1/4" PER FT 1 1/4" PER FT 1 1/4" PER FT I 1/4" PER FT
SLOPES= 3:1 _ "----
MIN.
6" ABC 6" ABC
MAN ENTRANCE . ROAD ROAD A)-
N.T.S.
STAKES
...................
...
L.................I SILT BARRIER
1 STAKE AT •• . • • FENCE
EACH CORNER GROUND I .. , , , .I
A :•� '. A II I
C/ '� BOX
( OPENING �I I
U
•' ♦y4
SILT BARRIER FENCE SECTION A — A
NOTE: FOR CURB INLETS AND DROP INLETS
FABRIC DROP INLET__ PROTECTION DETAIL
1/2" PER FT --,-
SLOPES= 3:1
MIN.
N.T.S.
(ALTERNATIVE 'at)
50,
6" MIN.
12' MIN.
2"-s"
COARSE AGGREGATE
TEMPORARY CONSTRUCTION
ENTRANCE EXIT
N.T.S.
72'
PLAN
GENERAL NOTES:
1. MORTAR JOINTS 1/2* +/- 1 /8' THICK
2. ALL CONCRETE TO BE 3600 P.5.1 COMPRESSIVE STRENGTH.
3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY ENGINE£R.(SUBMITT SHOP OWGS)
4. ALL CATCH BASIN OVER 3'-6' IN DEPTH SHAD. BE PROVIDED WITH STEPS
1'-2' ON CENTERS,
5. CONCRETE BRICK MAY BE USED IN UEU OF HARD COMMON CLAY BRICK.
6. JUMBO BRICK WALL BE PERMITTED.
7. FOR 8'-0' IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO
6'-0' FROM TOP OF WALL, AND 8' WALL FOR THE REMAINING W-O".
8. FOR FRAME AND GRATE DETAIL SEE DETAIL BELOW.
S. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE
INSIDE WALL. GROUTED AND BRUSHED SMOOTH.
10. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC
FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT
SECTION X-'X WEEP HOLE
11. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES.
12'
0p"rom
gill s
�t �ile>•■
PLAN SECTION Y--Y _ I PLAN
END ELEVATION,ZSE,CTION J—J
WHERE 30" TO 36" PIPE IS USED
BRICK CURB INLET
15'! THRU 54" PIPE
NOT TO SCALE
j
op
a
i
e
ICI
P
r �
N N
L-t f SECTION L—L SECTION M—M
B -n,tJ t KAMk HLAN
PLAN
SECTION J—J FRAME, GRATE, & HOOD ASSEMBLY -3/B
3' RAD. 1 /2.
t"
1/16' SLOT FOR 3/4'
3/a• 1/2" BOLT /8" 1 1-1/2
/2. p
s/8'
SECTION A —A 3-t/s^ '-o t/2" SECTION N—N SECTION P—P
SECTION K—K SECTION R—R
R • ".r—i
• ,/a" SECTION Q-0
F —�C1 L.
-_2,- FRAME, GRATE AND HOOD
R--w-J FOR USE. ON STANDARD CURB INLET
HOOD ELEVATION NOT TO SCALE
NOTE:
STRUCTURAL STONE SHALL BE CLASS "A" STONE AND
SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE
TOP OF BERM SHALL BE MINIMUM OF ONE FOOT
BELOW THE SHOULDER DIVERSION POINT.
STRUCTURAL
A TOTAL SEDIMENT TRAP VOLUME OF 1800 CUBIC FEET
SEDIMENT CONTROL
STONE
PER ACRE OF DISTURBED AREA SHALL BE PROVIDED. STONE
PLAN
STRUCTURAL STONE
_ Z
18"-
C'4Z
1N
ROADWAY
DIVERSION
o
SHOULDER
POINT
MIN
FLOW
SEDIMENT CONTROL
7$-6"
18" PIPE
MIN
STONE
MAX
STRUCTURAL STONE
SECTION A- A
N.T.S.
ROCK TYPE INLET SEDIMENT TRAP TYPE 1318112
N.T
.S.
architects
BONEY ARCHITECTS, INC.
2528 INDEPENDENCE BLVD
SUITE 200
WILMINGTON NC 28412
TEL: [phone]
FAX: [phone]
WWW.BONEYARCH.COM
WLMINGTON
RALEIGH
CHARLOTTE
&M wey aRctarw= m
�etS44itarrr
SEAL
+rr
e
4 �W
.0,oe
ems•°`®,♦
FINAL DESIGN
FOR BIDDING AND
PERMITTING ONLY
NOT RELEASED
FOR CONSTRUCTION
REVISIONS
. ul■■■■■'
L38 ( C>UU
WQN00
ZZZ
NUN O3.
W Z d U
2
a0,2 ¢�
0 rn U
�Z`-•' U0Q
Z 60
zZ4
Z5
a 5 a.
0 a
0
E)
061
rn �
ANtAlIkk a i a`) a
c
MIN wa.cn
Lil
0
Lij
nj
..__I
0
0
L
Cf} Z
.� -'
VJ
pCL F_
W < ±< z
� Q
LLJ
LZ
F-
try
Paz
U) o
�.../
PRINCIPAL- DEO
PROJECT MANAGER: MNH
DESIGNED BY MNH
DRAWN BY MNH
CHECKED BY: DED
PROJECT NUMBER: 9014&80
CAM SM DETAIMOM
SHEET NUMBER:
..er
8.02
SCALE: N.T.S.
DATE:
27 AUGUST 1999

DESIGN SETTLED TOP
NOTE
OVERFILL 6" CONSTRUCT OUTLET USING WELL —GRADED STONES Wiiti A d50 SIZE OF 9 21" MIN. FOR SETTLEMENT
INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM
VARIES (10' MAX.) STONE SIZE OF 14 INCHES. A 1-17T THICK LAYER OF 1/2 - 3/4 INCH AGGREGATE
(N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE 4 FT. MIN.
FACE TO REDUCE DRAINAGE FLOW RATE IIIII) i
TOP STRAND MIN. #10 GUAGE }-- 5 FT. MIN. �� �a
STAY WIRES MIN. 1 1.5 FT .._2:1 SIDE ZE;ERCENCY BY-PASS
#12-1/2 GUAGE 1.5 FT. 5 FT. i' 6 BELOW SETTLED
MAX. FILL SLOPE MAX. TOP OF DAM
1800 CU FT/ACRE _
-1--1:1 SIDE SLOPE
MAX.
LINE WIRES MIN. 13 FT. MIN _ NATURAL GROUND
#12-1 /2 GU AGE FILTER FABRIC
3:4 SIDESLOPE
CROSS SECTION STONE SECTION
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BERM
10 FT
\ 1-INCH
�` \\ // SEDIMENT TRAP ._ ._
10 FT
NORMAL POOL ELEV NORMAL 'POOL
j \ BOTTOM STRAND MIN. #10 GUAGE \\ / N.T.S. --- ____ ____ -- -- ____
// 3:1 SIDESLOPE -
\\ �/ 3:1 `'SIDESLOPE
STEEL OR WOOD POST \ \// 6:1 SIDESLOPE
\ FORE BAY
POND BOTTOM
FILTER FABRIC
FILL SLOPE
NOTES: GROUND LINE M N < TY) I C A L POND SEC -- 1ION
1. WIRE SHALL BE A MINIMUM OF 32 IN 1 ,.
WIDTH AND SHALL HAVE A MINIMUM OF 6 N
LINE WIRES W/12" STAY SPACING I \/r N.T.S.
2. FILTER FABRIC SHALL BE A MINIMUM OF \\ \\ _ �
36 IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE \\ \\ \\ \\\\\\\\
3. STEEL POST SHALL BE 5' 0" IN HEIGHT 1. t d / \\//\\�/\\//\\//\\� INVERT 20'
AND BE OF SELF FASTENER ANGLE o J ////\//\//� ELEVATION TOP 1
STEEL TYPE p o cv UJ \ j \j\\j\\j\\j\\j\\ POND NO. OF SPILLWAY 3
4. WOOD POSTS SHALL BE A MINIMUM OF 6 n
IN HEIGHT AND 3 OR MORE IN DIAMETER o \ // \\ \\/\�/�\\/i 1 31.00 class B RIPRAP
WIRE FABRIC SHALL BE FASTENED TO WOODEN / \
PO /2N ONGOT LESS THAN #9 WIRE STAPLES /\ 2 27.00
ANCHOR FILTER FABRIC
SKIRT 3 27.15
EMERGENCY SPILLWAY
N.T.S.
TEMPORARY SILT FENCE DETAIL
N.T.S.
SEEDING MIXTURE RATE (LB/ACRE)
COMMON BERMUDAGRASS 40-80 (1-2 LB/1,000 SQ.FT.)
SEEDING DATES: APRIL - JULY A A
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE
10-10-10 FERTILIZER
PER ANENT SEEDING
- T
PLAN VIEW
3 -VARIES
WINTER AND EARLY SPRING
SUMMER FALL 1
SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE)
r
RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50 .....� ..,, ,
r "i '
SEEDING DATES:. APRIL 15 - AUG 15 SEEDING DATES: AUG. 15 -DEC. 30 2.0}
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
LO-LENGTH OF APRON TREVIRA SPUNBOUNp TYPE 5-1115
COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH NOTES:
APPLY 2000 LB ACRE GROUND AGRICULTURE LIMESINOWE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 10-10-10 FERTILIZER d=DEPTH OF RIPRAP OR APPROVED EQUAL FILTER .FABRIC
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH TEMPORARY DITCH
APPLY 2000 LBYSECTION A -A
ACRE GROUND AGRICULTURE LIMESTONE N.T.S.
APPLY 750 LB ACRE 10-10-10 FERTILIZER
TEMPORARY SEEDING RIPRAP OUTLET
PROTECTION DETAIL
N.T.S.
SURFACE AREA
SURFACE AREA
NORMAL POOL
POND DEPTH
1" STORAGE
REQUIRED
PROVIDED
POND NO.
ELEVATOIN
(FT)
ELEVATION
(SF)
(SF)
1
ZZ-115
6.0
28.50
70,672
96,948
2
25.0
..o.
5.0
25.80
%%..
21,266
31,061
3
2
65 O
w 26.20
78,482
8�8
INVERT
INVERT
OUTLET
ELEVATION
TOP OF BOX
ELEVATION
ORIFICE
CULVERT
INSIDE
INSIDE
POND NO.
OF OUTLET BOX
ELEVATION
OF ORIFICE
SIZE
SIZE
WIDTH
LENGTH
1
27.50
28.55
27.50
3 - 3 INCH
3 - 30" RCP
4 FT
14 FT
2
23.00
25.80
25.00
1 - 2 INCH
1 - 24" RCP
4 FT
6 FT
3
23.00
26.20
25.00
1 - 6 INCH
2 - 30" RCP
4 FT
10 FT
—EXISTING TREE
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF REINFORCED CONCRETE BOX FOR APPROVAL BEFORE CONSTRUCTING
GENERAL NOTES: OUTLET BOX AND CULVERTS
1) ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED W/ STEPS,
1'-2" ON CENTERS. STEPS SHALL IN IN ACCORDANCE WITH STD. 840.66. wh
2 CLASS "B" CONCRETE TO BE USED.
3 ALL MORTAR JOINTS AREA 1 /2" x 1 /8". GALVANIZED BAR GRATING 1" x 1 /8 BEARING BARS.
Y 4) FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTC 4 SLAB. I FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 RING x i BARS.
5) BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUIJECT .� i 1 TO TRAFFIC, m. GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
'\ J I
6) JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE Y i , �'' I OUTLET STRUCTURE
BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
7) IF REINFORCED CONCRETE SLAB IS SET IN BASE OF SLAB OF BQ"K, ADD TO I X X BASE AS SHOWN ON STANDARD 840.00. FLOOD POOL
L I
8) A REINFORCED CONCRETE BOX MAY BE USED IN LIEU OF BRICKS IF BOX MEETS DRIPLINE
H2O HIGHWAY LOADING.
9) FOR
NAPS LARGER THAN 30', BOTTOM DIMENSIONS OF BOX TO BE A MINIMUM OF I �I 3' MIN. STAKE GALVANIZED BAR GRATING-1" x 1/8" BEARING BARS.
IN
CHES WIDER THAN THE PIPE SIZE. TOP OF BOX TO BE CC'c;BELEO IN ORDER j HEIGHT ABOVE
PROTECTIVE BARRIER —FASTEN WITH J-CLIPS, ATTACH TO A 1 1R4" x 1 1/4° x' 1/4"
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TO .',
FOR GRATE INLET TO FIT OVER BOX. t I GRADE P OF REINFORCED CONCRETE BOX
OUTLET STRUCTURE
NCDOT STD. 840.16 FRAME& GRATE.
US FOUNOARY MODEL NO. 4616-6221,E 1� OUTLET CONTROL PIPE
Y t FLOOD POOL
OR APPROVED EQUAL.
PLAN w/ coPlNc REMOVED 1t REINFORCED CONCRETE BOX v
�• PVC PIPE
II _ _ / I-�.,,"� OUTLET CONTROL PIPE CULVERT CULVERT
/ (` 4 FT
�' '_`�� -+ t � 1 � � ,�"•, .�%^ -'w "! •,.•,., l -�i /`t. i y....., lL (r• � { PVC .PIPE
�-- NORMAL POOL
" 3' - 0" 2' 0" NORMAL POOL IN RT INVERT
8 MIN. 8n 8', _ MIN. 8 �-��. �`-,"._ _ .12
„ o
•.
40 4'-4" NOTE:
6:1 SIDE SLOPE `..
. • 6:1 SIDE SLOPE •'.'
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A ;t. .•- r-J , '... �, * _ �.:,., :,. •...
•Y*l:Yj �:n•�4.,�t� •: •1...1i•'Li•?•;51: ':i:•.•f:J^<`.:.;}< ;�`1..: �. ..� e.•..5 :� '•• �'•...... :T.<..... -
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. 2 F7 MIN. 2 FT .L MIN. -' �:" ' �: S.:: «,-• :�; »
. • .x) ter. . t•. . i•' S
•.}• ;'L. ..i°• ,•t n:.. •: a•: '� .tt,•<••lil „7e!,j`.•:�� ,:yt,. •..• . :;i,.+: •; y.•1: ,,t �: t•
DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO •
1110
THE TIPS OF THE OUTERMOST BRANCHES.
5�
� ,1 6 EXTENDED BASE
�H, X-X SECTION Y-Y\O " 6" EXTENDED BASE
METHOD OF TREE PROTECTION DURING CONSTRUCTION
N.T.S.
BRICK DROP INLET OUTLET CONTROL DETAIL
N.T.S. POND NO. 2 & 3
OUTLET CONTROL DETAIL N.T.S.
POND NO. 1
N.T.S.
SCALE: N.T.S.
architects
BONEY ARCHITECTS, INC.
2528 INDEPENDENCE BLVD
SUITE 200
WILMINGTON NC 28412
TE: 910 790 9901
FAX: [phone]
WWW.BONEYARCH.COM
MWINGTON
RALEI GH
CHARLOTTE
@lm IIOPIEY ARCsit?k'CTs W_
FINAL DESIGN
FOR BIDDING AND
PERMITTING ONLY
NOT RELEASED
FOR CONSTRUCTION
REVISIONS
INI
f
Iasi
't ' 1111I ilk L�
WV"O QUO
Lj z
mot' ZZ
(E
cnvC `o
UJ � p v
<'o Q U
0 V
�Z` 0 0 <
zoo
a) � c E d Gr U <
0
0)
�e
M3
--U)%-
N (1)0
4)
Ilkc c >
°' v
w 0-to
LLJ
,
o..•.Ji
LJ
_j
O
0
Ll.J Z
�'-�Z
� O7 p
W CL 0
H
c
W < < Z
`..., W w
V ! LL Z
0
• I•"'"Lj
Z
0—
CIO0
DESIGNED BY MNH
DRAWN BY: MNH
CHECKED BY: DED
PROJECT NUMBER: 90148.80
CADD FILE: DETAILS.DWG
SHEET NUMBER:
.r..�_
�.rJ . O
)AI-
13 AUGUST 1999