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- ~ ~ 1 - ~ r( i ' i I ~ ~ l o To be Abandoned
~ ~ ~ ~ N
i _ ~ - ~ ~ - ~ ~ ~ ~ ~ , Z ~
i c- ~ ~ f t < ~ ~ ~ ~ i THE TRUSTEES OF C NTRE E 0
~ „ i ~ ' I ~ ~ r ~ ! - f ~ ~ ~ PRES BYTERIAN C U H RCH
F _ I ~
( ~ ~ ' ~ . 607 682 ~ ~
i ~ ~ , <; o -0 186 207 o t -
, ~ ~ ~ .t . cP ~ ° N, 273 253
i'" 1 I ~ i m ~
ro ose Ce , C`h urc ~ P~ 273 250 O N
Y c~ Road Re 11 ,~~t,' 32. g S z
~ ; ~ OUTHSIDE SSOCIATE SIN N ` , B' NCDOT
y _ RAV ' EL r- ~RAVEL -
CN G i ~ T ~ - ~ E~ R/W AND ( ~ ~ r~ z
t ' RIVE N EA ~ D MENT T . ~ ~ BE r~ )RIVE FUT
~ ~ ~ ~ r dRawa ~1 Y AQUI D 1
UNDER ~ ; i i Toe of ~ ~ - NTION DETE ,
~ ~ , _ IVIS N ~ i ~ F REJECT) , ,
y l ~ _ r - r} P ON D _

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~ , oo - 1 ? ~ ~r--- • 04 rr ~ ~ I r Out: 795.73
~48 _ J
~ ~ ~ r ~ 2 + o , _ ; .o ' ~ o ~ ; CONSTR UCTION NOTES.
~ - ~ ~ ~ ! r , ~ 1 Junction Boxes to
- ES. 796 1 8 _ ~ _ be NCDOT Standard 840.31 , . Yard inlet
w I _ Z ~ ~ _ to be NCDOT _ Standard 840,14. ~ ~ I.
'i ~ ~ o 2 All c=ulverts to b e l e III RCP and to yp have flared end sections F
o Q ~ ~ ES ~ ~
0 2 ~ 8 ~n I ~ ~ o 3 All earth fill to be ~ compacted to minimum 95~ of std.
m r n Tem or o I ~ a 2 -1 p S HDPE , , I ~ ~ ~ f ~ ~ ~ ~ ~ , Proctor maximum dr ~ densit
Q~ - - W ~ ~ Y Y~ . ~ ,
Q.9 V 1 ~ i v ~ i_ _ f__~ r ~
I ~ ~ ~ ~ Q ; ~ l i 1 ~ ~
m _ I t ~ ~ ~ c ~ ~ ~ I r i - ~ ~ i i ~ - ~ _l ~
` rt In. 0 x ~ ~ _ 8 ~ ~ ~ , rt In. 07 ~
. ~ _ _ u ~
_ . ~ ~I _
Pro osed oadwa ' ;
Toe o Sloe ~ ~ I ~ ~ ~ +oo , i' ~ ' 1 O ~ - ~
_ IH 1` ~ ~ ~ ~
JB4 3 , . ~ ~ ~ ~ N ~
. ~ ~ R :818.5 f _ Rlm. Ri - - - - 0 Setloac YT 1 R~ 10- ~
v n. 802.1 Invert 8 - ~ I 0 . t~rm~ra~n e~I . R ~
am ary ew r cated • g ~ , _ • -vent Ou . 03 1 Inv rt ve hut:
Easem ~i , Ou A ent - pprox. 660 No th Of FH - - - - ~ nv rt C?u 8 5. -
r ri' P 0 ~ n 0 ~ ti - 2 -30 R ~ _ ~ _ - _ 0 55 - 4 RC - _ _ i ~ , 9 _ _
201-30 RCP 1 /o . -
i ~ ,5 1.8/0 °
~ Invert: 80 - - - - - S.3 Inve a~ ~-B
ee ncaseme • .88 W e arnln all
CoN ~ , ~ For Future 8 SS _ ONC ~ ~ 15 _ ~ rr n _ n ( - - - - - _ "DO NOT _ " - _ ~ E M0~
' t 0.2 S , ENTER SIGN NO L " S~J ZS ~~9 EFT TURN - JUM VO LEF ~ _ . _ ENT T TURN ~N
/ a /U\v r
_ - _ ~ 4 PLAGAS _ - _ 2I~~LdM IQ~~L W Y../ , . ~ 4
IQ ~L - ~ ~ plnMrony,
~ ~ ~ - - - - _ ~ nw O O i ' '"~w
3 ao - ji{ } tI ~jt".; ~ 434 M it 14,m _ _ _ _ _ _ _ _ a _ rv N o 0 0 o i tH CARS _ _ ~ ,•OFE11~Q*o~ y
- - ~ ~t i . _
w N _ O _ ~ . _ _ _ _ _ _ _ _ _ j _
V/ ~ ~ ~ ~ s 1TSB2 ~ s
o _ _ I _ i 3 i
~ n u 1 1f a , _ _-___--559-22 -Total_--._______ t_ - _ N 8
~___13__46_E ~~~„o~ a - - ~ ~ ~ - I ~ ~h4 1111/~~ ~N
EM_ ~ roposed CB 1 - - - - - - ov , µy_ . k. ~..1. L...\ ter.
1~- A ~ ~ _ _ V ~
~ 4 V a- ~ PLUG PIPE
~ ~ ~ Area Dedicated - ._I Y ~ ,..,J
~ ~
i 7' I i
~ ~ ? ~ ± ti
~ _ ~ ~ JOB NAMES i
~ ~ ~ ~ ~ ~ + GRAPHIC SCALE

~ 30 0 15 30 A 60 120 (y
_ S UI Z~ I1f
~ f TN I+FFT 1
9d A'0 1 inch =y30 r ft.
References. w LOCATION H•y 21 North
1 US Hw 21 design (S~7 • Davidson T DRAWN BY. TPD CHECKED BY- DEB ownsh~p
y information from LPA group. Iredell County, NC SCALE. 1"= 30
2 Proposed Centre Church Road reaalign ment design from NCDO Engineering * Surveying * Planning OWNERS; n NCDOT. Southsi
3 Boundary information based on digital file supplied Post Office Box 1387 * Mooresville, NC 28115 de Associates, Inc DATE OF FIELD SURVEY.' 1 2 01
by Don Alle Don Allen 704/662-0100 * Fax [phone] P 0 Box 658
& Associates P. A. Dated December 7 1995 DATE OF MAP: 1 1 01 Mooresville, NC 28115
704 664-4697 JOB NUMBER SHEET NUMBER
M02212 1

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~ AREA TD-1 ~ ~ , i ~ ~ ~
j ~ ~ DISTURBED AREA = .53~ AC. ~ VICINITY MAP NO SCALE Q
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i a _ ~ ~ i ~ , r -1-' ~ 9 Existin Access Easeri~ent
1 ` i , O To be Abandoned
0 j ~ i ( 07
! i ~ ~ ; F-- i ~ j ~ N l
„ ~ , ~ Q' , ; ; ~ _ . - CENTRE STE S OF T U E H R TE .
~ , co ~ _ i ~ ~ r ~ ~ ~ - _ . . r., ~ - ~ - ~ ~ C , 0 o- ~ i CHURCH TERIAN
o ~ ~ ~ ~ , I;SBY PR
o ~ ~ _ f f-}. 60'7 582 ~z
11J~ (v0 1
~ ~ , 0 ~ Q' c~ NARRATIVE:
~ _ ~ ~ 2'73 x,53 !V fTl
~f _ ~ v ~ ~.1 ~ 273 250
y ~ l~ ~ e ~ urc ro qse ~ ON` This is a revision to the original Erosion & Sediment Control Pian Dated 5 15 2000. The revision is
i - ~ , ( i ~ i ~ 32. 0 z due to the NCDOT Centre Church Road Realignment Project. The boundar of the disturbed area has increased from the original Plan from 1.8 acres disturbed to 3.4 acres disturbed.
co Road ;fie leg ent~ ~ ~ , . SOUTIISID~ ASSOCIATES INC. ~ T j ! The Southside Associates Commercial Development property encompasses opproximaiel 7.9 acres and Y
N ~ ~ GRAVEL AVEL. - Is located within the Town limits of Mooresville, North Carolina. The scope of work includes clearing and j ~ z stripping, installation of two ring dams and construction of a temporary diversion channel
~ CN~TE~ R/W i ~ AND ~ Based on the Iredell Count Soil Surve Ma ,the area soils enerall classif
~ _ DRIVE , - U BE ' EASEMENT T IVE FUT Y Y P. 9 Y Y r j as Cecil soil types which indicate o Hydrologic group B.
0 r d R adw a
AQUIRED UND R ~ ~ ; ,t E TION BETEN
i \ Tae Ol lU - i 6 ~ NISI N ~ PRC]JECT) - ~ ~ ~
81~~, x ~ ~ - ,t I i ~ ~ r r' ~ CONSTRUCTIGN SE UENCt: POND Q r
i ~ ~ ~ 8 _ . . i Deli Bated Wetlands - 1, Obtain plan approval and permits prior to beginning work. ~ 2. flag the work limits to prevent unnecessary clearing.
j ~ ~ , ~ r. 3. Hold preconstruction meeting at least one week prior to starting construction,
Co Bred Under NCD a ' ' ` i~ 4. Construct ring dams. Excavate diversion channels for pro er runoff. P 5. Clear and grub site. Begin filling towards ring dam ~1.
~ ~ - ~ - _ Disturbed Area - 3,41 ac BS ~ - TIP,,.. 1 4410A 6. Once site grading diverts stormwaier toward ring dam ~2, remove
0 ~ ~ ~ ! ; - _ 0 ~ i ~ 8 ' 4 temporar 15" HDPE stub at JB 5 and remove rin dam L 7, Com leteyfillin towards rin da 9 ~
1 Rlm. _ E ~ 6~ ~y_ P 9 9 mly2. 8. Seed all disturbed areas in accordance with the seedin s ecifications, I 9 P
Inver • 7 y ` ~ ~ ~ ~ . 9. Remove temporary erosion and sediment control structures after i ` vegetation is established on ail disturbed areas. ~
Inver , , 00 - 0~ "i ~ ~ . ~ _ . T ~ ,v ° " z y
;o M #i MAINTENANCE P(_AN: ~ ° ~ ~ (J1 i'
~ o ~ ~ ~ a - The following maintenance plan shall be followed until the site is cam letely stabilized.
-r.- DaM ~ , ~ Delineate Wetlands `a Th n r i i e Co t actor shall be responsible for inspection and maintenance of all erosion and
c~ -rt Stone w ~ ~ 8 NCD 0 T Not Co v sediment control structures, ` i ;
z ~ y 1 i . All eras on control measures sha 1 II be checked for stability and operation following any
a' o ` ~ Under NCDOT TIP 1-4410A ~ o ,,a \ \ --I rainfall producing runoff and at least once every week. Any needed repairs shall be ~ made Immediately so that all erosion control measures ore maintained as designed.
. _ ~ ~ Ta tal = 0. 7 A R~ir _ ~ I Gres ~ ~ Rin DaM #2 ~ 2. wash d j \ Q e stone shall be cleaned or replaced when ring dams no longer drains properly,
- \ - 3. All seeded areas will be fertilized, reseeded os necessary, and mulched in accordance D50 6 Rf rafl DaM ~ with .f
81~,6~9~9 ~ \ p P the seed ng speei ications in order to maintain a dense vegetative cover. \ \
w ~ , , cuter-~ L ~ ~ TD -~3 ~ ~ ~ ' cuter L r of - No, 57 Stone \
Q ~ ~ _ DRAT AG A Q.fiO ~~,AC. ~ v
m ~ o r- \ LEGEND
. , DIST BE ASE `Q,6G ~AC, ~ t In: 807- t In: 807 ~ i
r ~ ~ _ ~ - - , R W = Ri ht-of-wa \ / 9 y
, _ ~ ~ _ ~ e R a ~ p Y \ ~ _,,i l.P.S. _ ~4 Rebar Set
' ' ~ ~ Pro os oadw ~ ~ ~ ! " i ''F~ ~ _ 1.
. Toe f Slo e p W - C nstru c , ~ -'b- =Not to scale
51 . 10 c 817. tion I \ ~ \ ~ O ~ ! =Existin Well
JI 4 asem en t JB JB3 ~ o - ~ YI l _ 0
`i ~ Rlm: 8l i R :818.Sf gym: ~ etback~ 0 S Telephone Pedestal Rim:810 ~ ~ . I -
rt 2 Inve n. 80 .1 rm~r In Invert : 807 2D Ft a _ R ~ e~II~-~~6 =Utility Pole
, ~ ~ Inv' C~ut:~ 8~ ve hut: i OUt:~ gQS. - , - -816- =Existin Grade Contour
~ ~ Invert Out: 8 ~ 4 y San tar Sewer Gated _ - vent Out. 03 ! basement - - - - - \ 9 i n ~ -----.--4y
Approx. 660 No th Of FH I , - - - - ~ - - - - , - - . ';._1.26'-30" R P ~ _ j~-30" RCP 1.1 /o ~ a 55- 4 RC ~ ~ - - - _ _ - - - - - - _ - T~l~TOi~TOI = Temporary Diversion Channel
1.0 /0 20 ~ -----9 tih ~ l,g~o
ti~ - -
~ r 3 ---I, a - Inv~ t: 805. ~ Invert. $IT63- ~d ~B2--- = Rin Dam g
~ ~P I8 ~ateel Encaseme . 88 e ajn>n all
n _ _ _ _ _ , Far Future 8 SS ~ - - - _ _ _ - Ili„A- II II - it M TIE ONU - MEN _ T
2 t - 0..25 ~ sv~ 7,rs „9 Delir _ _ Delineated Wetlacz ~(1 p _
~ - V vin KV\/~J(K~/~~`~ ~-,-n ..ivV.w , - I V ~ • ~
- __QRAINAGE A A - .71 _ _4 PLAGAS ~ - _ _ E--~ _ _ _ Tl~
4 _2I~ZHA1 ICL„~L LPL-... - t~~.--:~::~,~.~~-,-~., -
,,,,,,,~,~~~,~,n~,„,,,, JOB NAML~
~ CARS d'? ~ ,,puugq~
' ~I~~T(t~,t; 'St ~ ~ x 11..4 F: Pa'l' a ~ ~ id pEEljl~ _ _ _ _ __n_ GRAPHIC SCALIJ e ~ . ~ oQ~,, y ~ ~;,rpEEljfp~, %9 0
w ~ N >f ~ ; ~ !
~ O 30 0 15 30 60 120 = o AC t 1 2 i ' N: " a t = A t _ ,
589 _ _ _ c ' - - ~ F ~-t 5st a ,s
c7 ~ , o ,NaoEK~ 0 ~,~aritNEt~~'
_ POW i k , , x,30 I ryti111#14,1#141 t. BI ((~~'}O a 1 inch ft. ry0BR 0 LOCATION: Hwy 27 North
%J`6 ~ IIOL use a EMOV References. _ 2~s N.. DRAWN BY.• TPD CHECKED BY- DEB s Davidson Township 280
Iredell Coun t y, NC ' SCALE. 1 = 30
1 US Hwy 21 design information from LPA group. Engineering * Surveying * Planning OWNERS,
2 Proposed Centre Church Road reaali9nment design from NCDO1 DATE OF FIELD SURVEY.- 112101 n NCDOT• Post Office Box 1387 Mooresville, NC 28115
3 Boundary information based on digital file supplied by Don Alle 704/662-0100 * Fax [phone] P 0 Box 658 Don Allen DATE OF MAP.- 1 1 01
& Associates, P. A. Dated December 7 1995 I ~I ti~ Mooresville, NC 28115 JOB NUMBER SHEET NUMBER
00 704 664-4697
M02212 1