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r E IIII A I \ ~ I I I ll 1 l - A I I I ~ / I I ~ l I /Ill l/ / / l/ l ~ V I IIII A ,I I ~ I I I I! I , r ~ 1 1 I I I I v I / / ~ A I
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I IIII I ~ I I I I I I I t \v ~ I I J III I 1 - 1I I I \ I I I III 1 ~ ~ ~ ` I I I I I I I I I I I I I I / / / ~ / - \ / / / / ~
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CAUTION
i I--- 1 301.2 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
X 1 I I l I I I I ~ I I I I l 1 1 1 / l l l l l l l/~/ I FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
1 I I ~ / I l I r r ~ ~ I I I I I 1 1 1 1 I I , / l l!/ 1 1 ~ / l l f r r I ~ I I I ~O~ 1 1 1 if / ~ i / r f I I THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, DRAWN
I I I ~ I I I / I l l r r r I I I I 1 ~NI I I /N/ / v r r I I I \ / / EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES J.C.S. NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
- V ~ 1 ~ 1 I I I I I l I/ ~ v ~ ~ / I I I I / f l / r r III l l r fir / / i f / I I I I i ~ ~ ~ ~ / / / ! I I / / I I - - _ _ _ \ \ \ \ / / THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
~ 1 \ / 1 ~ l l / l I f 0 I I I I I I I f r r l ~ 1 p) I 01 I 1 1 1 1 f 1 V A\ THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION CHECKED AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE D.J.G.
00 1 V A v / , I I v v / UNDERGROUND UTILITIES DATE
I 1 1/ ~ ~ ~ / I~~ N 1 I v v r / I 1 / v / ~ 1 ~ / r r I I I i i i I t .1111 ~ vv `v ~v / f/~ v v v / / , /
295.20 • 96. \ 1 / r I i 1 I 1111 ~ ~ \ \ \ f f / ~ ~ - CAUTION SCALE
I • 1 ~ 1 / r I I I I I I 1111 ~ 1 1 v v v v ~ I r I f 199 = 60
1 ~ f r i I 1 1 1 1 1111 1 1 v v ~ I I 295.3 • i l v v v i 297.6 f r I I i i l i i t \ v v r- I f
r I I r i i i i i 1 i l v v v v ~ f r I I l ~ N.C. ONE CALL: UTILITY LOCATOR SERVICE JOB No. RAPIIC SCALE 250097P
II , r- v 1
~ I 11 . I I ~ I I V~ V A V A ~ \ / / I I s I b b 3o so izo 2ao \ \ 3 DAYS BEFORE DIGGING CALL Plot Date / TOLL FREE 1-800-632-4949 11 1( / I 11 1 / --280- 01/22/08
~ 1 I 1 \ ~ 1 1 \ A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. SHEET
IN FEET EC 1
270205-WMD.dwg
REVISED: 01 /22 /08

G
. 1 2 3 4 5 REVISIONS BY~~ 6 7
~ 8 9 Is ,.,r, „ ~ SUED 01 /08/08 FOR C
' 1 A REVIEW AND APPROVAL Jam``
/ ~ ~ ,
LINE TABLE PER r,~F ~ , '1 '0
LINE LENGTH BEARING ~ ' ~ ~ x~uY € ~ 36'
1 11 I~ '.'~'.`~ht L1 105.85 N02'04 03 E I ` . ~ 2~ 5 R o ' ~ C
2 , 11 N o ~ ~ L2 46.00 S8T1910 E / ~ ~ 3 . O W 2 1 Q~
r~. ~ ~6~~ 2 ~ . ~ r L79 49.85 S69'09'38"E ~ 4' . N , ~ 5R 5R Q ~ ~h „ • ~ ~ ~Q 18 SO 0
/ ~ d 2 -0 STRIPIN ~ ~ AREA 5 R
- L80 141.91 S19 45 06 E ~ N ~ N cA • 1 11 d:>~ ° CA
L81 110.56 S03 05 02 E ~ A , n ~~,a a .t, SjpRr ~ y Q ~ ~ o C A ~ R, ~ ~ 2'-O" STRIPING _
L82 118.59 S18 56 49 W Y / ~yo SHOPPING ~210TER r^ ~ O - 5 R `~a ` ROW SIGN ~ ~'-4' CONCRETE ~ 18" SOD
Lai 31.67 0~ / / PYk014 SIGN ~ 4' CONC N23'19 42 E ~(EOtlOE EQUIRED „x ~ MEDII ~ MEDIAN (n 36' o ~ AREA ~
L84 125.92 N19'13'11 "W = / - a ° o ~ 10R 10R u
L85 163.82 N00'00 00 W ~ ~,F, ~ .c DETAIL TYPICAL
L87 17.97 S71 41 27 E z ~ / 6R ~ 25'R o o~ . jPP rr••9 ~ - TYPICAL ENDCAP $ ~ DETAIL V.
1 1, ~ _ ~ Y 3 ~ L92 92.30 , / `to° 0~ S90 00 00 E ~ / 3 ~ s ~ A C O
. 1 » 3 N 3'R L94 149.16 S3510 35 E Q / s~ q, 1o R p J ~ • (n FUTURE ~ DRIVEWAY
1 1, ~ ~ ; ~ . ~ 100'R 9 r, L95 37.78 S66 51 45 W Pi s R 5'R p ~ ~ PARKING AND ISLAND DETAILS C:
~ E~ a. - : 1 5 Gi 10 R ~ ~ ~ ~n 5 ~ L II L N. T.S
/ 5 ~N. LEGEND. 3 K, ~ PR u-~ N ~
- / ' / Q~ 16 N 5 R B'R .4 EIP EXISTING IRON PIPE - _ 0~- 5R S 00 ~ v 5 ~ FUTURE ~ ~ d DRIVEWAY
EIS- EXISTING IRON T K / - ~ 5'R ~ 'R SAE ~ 8 s ~ 1s ~ x 1 N SP I
IPS- IRON PIPE SET / - ~ rip - ~0 ~ ~ ~ ~ CONTRACTOR IS TO TAKE EXTRA PRECAUTIONS ~ M
' . S 00 _ ~ 8 2 . CP- CALCULATED POINT ~ _ ~ 3 WHEN WORKING OVER AND AROUND THE EXISTING a
~ ~ ~ ~ _ ~ R I GAS LINE. THIS LINE IS NOT TO BE DISTURBED.
E . ~ S ~ ~ 2~ it STOP SIGN ~ . :fl ~ Luminaire Schedule
P5 ~~RS ~ ~ O O ~ ~ ` r / ~ PR~~ ~ ~ O O ~ STOP SIGN . !n . ~ • ~ • o.' ~ ~ NOTE: S bol Descri tion ~ ,
~ 11 X10 ~ ~ ~ ~ 5 R N ~o O O Uj 15' ~ ~ • ALL ISLANDS TO BE SODDED COMPLETELY ~ ~ t
2 1 4~ ~ ~0 0 0 ~ ~ 5'R , ~ ~ ..e~, GFR-FP-1000-PSMV-F- 39 POLE + 3 BASE ~ 1g. EXCEPT FOR PLANTING AND MULCH AREAS. I
\ , (\?o ~ ~0 O O 5'R ~ ~ ALSO INSTALL SOD IN ALL AREAS SHOWN. GFR-540-1000-PSMV-F 39 POLE + 3 BASE ~ oM ro .r W R
B ~ / ~ o ~ ~v to \ \ o cV Q ~V . ~ ~ ,.w.~. GFR-2-1000-PSMV-F-3HSS- 39 POLE + 3 BASE ~ ~ o ~ ry
/ 1 ~ , ~ S / ~ N L9 . . y... [~--Q GFR-540-1000-PSMV F-39 POLE + 3 BASE ~ W ~ L9Z ~o
.r / 0 2s W W' W ~ W
/ ~a ` + '`i O ~ N s ~ / ~ ~ ~ ~ ~ , • i • •Q~ I I i y"' W • ~ • ~ ~ V:
~ 6 p 1 p Ip t w. v..~ W. y y w IV
5'R . C / N STORMWATER .;:-.;./.M' y. •y..'W,•`y; ~'~'••W` W ' ~ ~ w
E ~ E ~ \ q WETLAND N0. 2 W. W W'W •}..W:,W ;W ,y•. ~ WWr~ti ~Y
. x S E 250 R ~ F " 11 " '~~II ~•W' ••w' STRIPING PAINTED TRAFFIC RED W NO PARKING FIRE LANE PAINTED C ~ • x I W~ ' W' • ;W 'W', ~s•• •W•~ 6 WIDE FIRE LANE / w
N ~ ~ • y,W.y,w y w .y•• y.•, W W,~ y W~y WITH 4 HIGH WHITE LETTERING AT 25 O.C. SEE DETAIL SHEET. ~ ' ~1•Y
. y, AryoM~~ L-
/ i ~ J - ~s a ~rA ,.b. ~ s ~ .~~::p TOP SIGN '.W W~ w . ,y> 'W:'.~ y, AREA STRIPED AT SYSL/4 AT 45 ®2 0 O.C. ~ ~ R a
/ ` p ` 114'R STOP SIGNS ~f~ DR ~ 'W w''J y'y: W'w:...~ y.~. 'y .W y W y.,.,w.y,•y: ~
I AI 50'R „ ~ 65 R NqG ~Rqf :.,~•~'~:•.•y... W `..W:`.•w~;~.y PEDESTRIAN CROSSWALK WITH 4" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION p~.~`~' fqs y,. y', y• y• y , W ~ • y..~ y W..y: OF TRAFFIC AT 2-0 O.C. AND (1)-8 WHITE STRIPE PERPENDICULAR ON BOTH ~ ~ o~
~ 4. . 5R EMe~T • : ~:.`':w::,y `"y`.:~y :'y y..y:•..w;. ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. ~ ~ ~ a
DYSL/4" . ~ ~
~ w ~ ~~'s II STOP SIGN 1 ~ y'•• y`~ y• • y~' ' ° ~ :y •y' • 'w` • ~y. PEDESTRIAN CROSSING SIGN 7 TYPICAL AT PEDESTRIAN ~ ~ STOP SIGN : ~ ~ •
~o f S R 'W ••'W ...'w• ..w ''•w ~ , ~ w , CROSSWALKS AS NOTED ON PLANS.
3:: 6 ~ y °.y , y:.•: . '.y ':y E YIELD PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET, y
50'R
L DYSL/4° ~ L W . ° ' ' ~y. W < W CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL W.. 'Y•. y'. .y:. '...W. •I..• '.W :.w
/ r^,. G DYSL 4" s~, 'r~~~`~ C . OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). 111101!!
a }fix ; ;•Y~vi ~ z~ EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EX C S ZE, ` ~ • P ~ y
N j 5 I ~ ~ LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. .0.~~ o ~,y~~t'``~,, IW y w Wp•i'w'. W~••g' Jd • iP
5' f r R 5 50'R W W ;W':•.W"•,W 'w. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. ~Q•fA a~ ~ 50'R ''y w y W W W W y'.y :w ..'.y.' ` W : X11 ~vI LLJ ~
P~' 5~ a _ *',s, 5' ly W W y W w W', •W) •Y,' :y " I .SEE DETAIL SHEET. ~ % 'y ~ o ,y•
x _ • • 6 ~ PIPE BOLLARD TYPICAL UNLESS NOTED OTHERW SE S I W y W W W W,. W•. :w~L..y y i ~••Q~
,R _ ~ . ~ 5R ~ i~d • w y y y y y y~ y' `y ATION. SEE ARCHITECTURAL PLANS i ~ AT GRADE OVERHEAD DOOR LOC i~ ry
m M i~" W w W W W W W W W; I ' W y y W W y y y y FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. ~!lIJII~~,t~e i
' S,i ~V - ~ H ~ ~ ;a w w W y y y W W W w ~ W W W W W W W W V 11 W PAINTED TRUCK ALIGNMENT STRIPES. STRIPES TO
z' 'R N ~ ~ ~ 150' d ~ ~ . ~ 6 W W W W y W W W J (2) 4 WIDE x 130 LONG YELLO
1,600 SF ! y W y •Y W y W W w w w BE CENTERED ON DOCK DOORS. ' ~ y W y y W y W y
~ ~ ~ ~ Q ~ _ ~Pr R ~ I . ti. Q ~ ~ , 1,6C 5 ~ W W W 1,600 SF I W W W W W •~:.:..W:• ;w 16x36 8 CONCRETE COMPACTOR PAD FOR TRASH COMPACTOR
~ ~~,I~ ~ o ~ W,,,~ ~j ~ 'R (n , Z , ' . K ~ w y W y SPOT ELEVATIONS, RE: DETAIL C '
25 1 a Q 1 8 186'R 11 'R 5 4 W W W W y y ~.w;..•.~µ
5' N y ~ EA CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL . W w w , - ~ y • ~ w ~ POWER COMPANY FOR DETAILS.
t NEW 0 W y y'
RIV R+V ' .~_,X~I_, i , ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE
~ X F. ~ w ~,4 S,T," Z ~ ~ :.4:•. ~ ~ yx~~ ~ PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN
R , ~ ' EW y y ~ a ACCESSIBLE SPACE)
X T,~ N ~ ;:;:;~ly w I w .,y PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE• STRIPES SHALL BE y r N "
N g ~ . a ~ y>? y y ,;y PAINTED SYSL/4" AT 2 -0 O.C. PERPENDICULAR TO THE PARKING SPACE.
D . ~ P x °r~ P YP. ~ I~Q ~ ti ' ~t W W SEE DETAIL SHEET. t 1~ : ~w w , ~ y.y
G~ , 12 uMPSrER ~ ° y w y`' 8' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL 8" WITH INSIDE STRIPING
T1P. R Q EA >I tw ~ .tip PAINTED SWSL/4 AT 2-0 O.C. PERPENDICULAR TO EDGE LINES. 'i - G w, ~F::,
X ~ , ~z N- f w: c
a d O d d o_ ~ • ~ ~ ~ P (18) CART CORRAL TYPICAL-SEE DETAIL SHEET 2 W ~ _ -
y.::iw: ~i?:C.e.e:::::::.r: 'r'r'r:~~:~i:~i:(r):v7..::::':.:':: e " 1 n
c0 ~ ~ N N d' t~ ~ to c0 ~ ~ U) ~ ~ ~ ~ ~ O O O 0) 00 l t; ~.r N ; s. l: i:y 10 X 15' STRIPED AREA PAINTED SYSL/4 AT 45' ~ 2 -0 O.C. AT JIB
k o L y~ .w. ~ y ~ CRANE LOCATION. SEE ARCH. PLANS :ri'~'~ ~ (w ::w I C f " u
_ 18 21' 21, 1, ~ 1> 1, 1, 1, ~ , ~ 3 21 2 25 2 2 25 2 2 5 ,mow c ~e A 2 -0 LOADING ZONE AT ALL CURBED PARKING SPACES. 4 PAINTED YELLOW
W ~ ~ STRIPING AT 2'-O" O.C. PERPENDICULAR TO PARKING SPACE. SEE DETAIL SHEET. I
~ 'i',r= I ` ~ P / S 18" CONCRETE CURB AND GUTTER TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET. ~ ~ f::
k ' r. r rl 1.'r:. r.':
> > M _ :~,::::.-:::::.:..':1`,,...:y., / TI A ARR W TYPICAL -SEE DETAIL SHEET w, r / / T PAINTED DIREC ON L 0 , ,
. ~~y,~ M M M M t A , , S /
C I V U "NO PARKING FIRE LANE" SIGN. SEE PLAN FOR LOCATION.
b' - V V V V V N
5'R I~ ~I~ 11 'R I ll ~I~ 11 f ~ ~ , 5' ~
f ~ f 1 1 1 f 'R IR / ~ V AISLE INDICATOR SIGNS TYPICAL -SEE DETAIL SHEET. 1 S ~ ~
STOP SIGN - E w E w
60 r . w w ~ X j ',',,'w ~ } r' ~ ~ _ _ _ _ _ _ _ ~ W "NO TRUCKS" SIGN. SEE DETAIL SHEET. f) ' s "oe 'av - - Z
' r ~ r E ~ STOP SIGN E A~ ~ J s
E so' _ TLE & GARDEN 'R - - - - - - - 5 "TRUCK ROUTE" SIGN, SEE PLAN FOR LOCATION. JAN 2 $ 30' / ~~08
CENTER ENTRY i - Nnov , J C. SIGN - - 5 R 20'R 20'R _ / ~ DFNq•
`;1`; 5 ~ TLE STRIPING SEE DETAIL SHEET WFTWVpS ~ Y ( ) aHOSt~wa ~ / ~~,a,
. r. ' ~ ' C C asE ii c s ,f p B A P SIGN
~ I
.4f~ CART RETURN AREA. KEEP CART RETURN AREA. KEEP , ~ ~
H CLEAR OF ALL OBSTRUCTIONS CLEAR OF ALL OBSTRUCTIONS T
X ~ ~ - ~ W= i
CONCRETE PAD AT WE PHARMACY DRIVE-THRU i I H H I Z LEGEND FOR
r ~ III Z
~ 4" STRIPE AT DRIVE THRU I I PROPOSED IMPROVEMENTS _ W WAL MART PARKING DATA
1 8 EXTEND 60' OUT FROM EDGE X OF PHARMACY CONCRETE PAD N N I WAL-MART !0=,T6! a.F. Z N
I PROPOSED BUILDING WAL-MART (no TLE) 106,!64 s.F.
X DYSL/4" 15'R 1 k i ~ W I aTANDARD SPACES SA4 aPACE>!
HIGH RACKS X._._. ~i n ACCEaSISLE sPAC s AC W ~ I ~ PROPOSED 18 CURB ES Ef P ES ~
u x -~--~~Y w,~ I I I ~ ~ ~ CART CORRALS 1A SPACES d = A ~
MERGING H ANU GUI ILK TOTAL PARKING bob SPACES v
TRAFFIC GREASE INTERCEPTOR REFER SIGN TO ARCH/MEP PLANS z w 34 SPS PROPOSED PARKING SPACES RATIO 4.74/1,000 S.F.
X d Lij TIRE & BATTERY t,g STORAGE. I STORMWATER w N W
> PROTO DATE F- 2007 COMPRESSOR HOUSES ARE JANUARY 15, SCOTT GOBLE E LOCATED ON THE ROOF. IQ WETLAND NO. 1 Iw CC CART CORRAL SHOPS PARKING DATA J
. , . w h
F DYSL/4", 20' BEYOND CONCRETE APRON ARCHITECTS, INC. BEYOND HIGH RACKS RE: ARCHITECTUAL I~ _ SHOP AREA 01 X14,600 of) 78 SPACES J I z STANDARD DUTY SITE CC `I
~.r x F.F.E. = 261.00 I- RATIO 6.54/1,000 S.F. Q ASPHALT PAVEMENT SHOP AREA 02 (26'700 of) 185 SPACES to
I RATIO 5.07/1,000 S.F. I Z
H NOTE: REFER TO ARCHITECTUAL PLANS TYP. Q FOR BUILDING DIMENSIONS AND Q HEAVY DUTY - SITE TOTAL PARKING 218 SPACES _ W
SITE LIGHTING ELECTRICAL PLAN. ASPHALT PAVEMENT RATIO 5.16/1,000 S.F.
v KIOSK TO BE LOCATED LOADING ^ ACROSS DRIVE LANE' AREA Z J a J
K HEAVY DUTY - SITE I A O TOTAL PARKING DATA Z
I- , . CONCRETE PAVEMENT TOTAL BUILDING AREA 287,254 S.F. W
TOTAL PARKING SPACES 1,142 SPACES m
OIL INTERCEPTOR 9PY r7 RATIO 4.81/1,000 S.F.
X 1u# ' ER TO ARCH/MEP Q 65'R PLANS H H 65'R I
J H /I rl
GREASE INTERCEPTOR J REFER TO ARCH/MEP SITE DATA
'.titl yr PLANS PAINT STRIPING LEGEND WAL-MART 40.89 AC. a' 1 SHOPS TRACT 1 8.88 t AC.
~sw r H ~r~ t, w, Q o
o' I SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE SHOPS TRACT 2 2.68 j: AC.
5 SYSL 4" - SINGLE YELLOW SOLID LINE 4" WIDE EACH OUTLOT AREA 8.85 tAC. DRAWN DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH TOTAL 55.70 tAC. J.C.S.
.i. CD SYSL/10 - SINGLE YELLOW SOLID LINE / 10 WIDE CHECKED
3 ~a (l1 SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE D.J.G.
Z O SWSL 24" - SINGLE WHITE SOLID LINE 24" WIDE DATE
08/25/06
G 65'R rlom 9j H H 12x90 PALLET/BALE 1MI0~ Wilt 6 960,8 ***CAUTION*** SCALE
S J STORAGE AREA 199 = 60
CAUTION
150'R JOB No. I
43°7'18" 4, 6"W GRAPHIC SCALE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FOO E CALL: UTILITY LOCATOR SERVICE 2 5 0 0 9 7 P FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
4 112 so 0 ° , S8 3a so i2o 240 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND Plot Date 0 UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, 3 DAYS BEFORE DIGGING CALL
115 40 44 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES TOLL FREE 1-800-632-4949 01/22/08 NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT SHEET THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
1eo'R IN FEET L SYSTEMFOR COMMUNITY AND JOB SAFETY. AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
1 inch = 60 ft. UNDERGROUND UTILITIES.
CV - 1
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REVISED: 01/22/08

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96.E ; t.. r • L1~" t P r , ' + • N.C. ONE CALL' IUInJ Y LOCATOR SCFtVKE JOB N404
-F Or 295,3 r,. t S 0 -7-,P-,
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5 6 REVISIONS BYE 7 8
ISSUED TO NCDENR FOR c`
PIPE ~ RE 2'-6" A 6" CLEARANCE VIEW AND APPROVAL r~
6° 30' 6" CLEARANCE
(TYP) Q 6"
SEE PLAN FaR 6"
LENGTH & WIDTH OF POND VARIES 15' TOP OF DIKE SEE PLAN FOR ITT L PRE-FABRICATED 4 REBAR WELDED LENGTH & WIDTH OF POND VARIES 10' EQUIVALENTS MUST Q
CONICAL TRASH RACK EL 249'8 TOP OF DIKE BE APPROVED. EL 210.00 S" THICK 0
ga REBAR WELDING EMERGENCY SPILLWAY NOTE: W/ 6' SPACING AT BASE EL 248.8 ALL SLOPES WITHIN POND T CONICAL TRASH RACK CONCRETE ~4 REBAR WELDING EMERGENCY SPILLWAY
TOP OF NOTE: A BANK AND 6" VERTICAL SPACING I TuP OF 5 WITHIN POND TO BE W/ 6" SPACING AT BASE EL 209.00 i OTHERWISE NOTED AND 6" VERTICAL SPACING I
ALL SLOPES WITHIN POND TO BE OR APPROVID PRE-FABRICATED BANK 3:1 UNLESS OTHERWISE NOl OR APPROVED PRE-FABRICATED
HIGH MARSH AREA 3:1 UNLESS OTHERWISE NOTED TOP EL 245.0 EL 247.80 HIGH MAI C HIGH MARSH AREA TOP L 08.50 1 SEE STORM SCHEDULE 'C
3 1 6" SHALLOW POOL TYPICAL 3 1 1 SEE STORM SCHEDULE 3 6" SHALLOW POOL ~ TYPICAL 1 ~ ANTI-SEEP ~ ~ t TYPICAL ALLOW POOL TYPICAL 3 f TYPICAL 1 ~ -11 FOR MORE INFORMAl10N 1 ROW #4 BARS
OR R POOL Q COLLARS FOR MORE INFORMATION TEMPORARY PO L~ L ANTI-SEEP ~S Ll
PERMANENT POOL_ = (SEE DETAIL) PERMANENT POOLQ EL 245.0 = 25 25' EL 0 .0 = POOL - COLLARS ~ , (SEE DETAIL)
10 3 5 = 20 LL I - 20' 5 3
1~ ~1 ¦ t~ 4" TOPSOIL 30 RCP -CLASS III 0-RING 1~ ~1 24 RCP _ ~ ANTI-SEEP COLLAR a
TYPICAL (NO SUBSi1TUTE) 4" TOPSOIL RING (NO SU6S11TUTE)
12" CLAY UNER LOW MARSH AREA , ` TYPICAL ETYPICAL ~ ~ s LOW MARSH AREA TYPICAL ; CONICAL TRASH RACK N.T.S. EL 204.5 . ~
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FOREBAY ' °s BOTTOM EL 242.00 N0~' _ 48` TINDALL CONC, PROD. FOREBAY FOREBAY TYPICAL ~ s GRAY ENGNEERING DETNL GRAY ENGINEERING DETNL BOTTOM EL 20200 48" i1NDALL CONC. PROD.
SEE PLAN SHEET CV 2 FOR BOTTOM EI LAYOUT OF FOREBAY, LOW MARSH, OR APPROVED EQUAL TOP OF CONCRETE KEY WAY TO BE FILLED OR APPROVED EQUAL KEY WAY TO BE FILLED
HIGH MARSH, AND DEEP POOL 1 G48-568 EL 242.00 USING MATERIAL APPROVED 1 G48-32R OTTOM OF CONCRETE t G48-646 TOP OF CONCRETE USING MATERIAL APPROVED ~
W/ 1.53' CONCRETE EL 240 47 NOTE: 1 G48-32R EL 202.00 d M SEE PLAN - OTTOM OF CONCRETE STRUCTURE N0. DIA L W-1 W-2 T D5o C.Y. SHEET CV 2 FOR W/ i.50 CONCRETE EL 200.50
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EL 239.97 HIGH MARSH, AND DEEP POOL BOTTOM EL.2oo.0o B1 48" 15' 12.0' 18.0' 15" 6" 10.5 ~ ~
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.1111.1111.1 =1111.11 1111.1111.1 =1111=11 1 EMERGENCY SPILLWAY 1 ~ _ _ 1 EMERGENCY SPILLWAY 1 ~I _ °o°o°o°o°°°o° A o
° 248.80 ° ~ ° 209.00 °o ° ~ ° 4 o°o°o°o°o°o°o o °I' ~ 0 0 0 0 0 0 0 0 0°0°0 ~ a ~
VIII- oo° ° ° o° oo _ 50=0.5 III- oo° 0 0 0 0 0 50=0.5' 8" PVC (SDR 26 4" PVC (SDR 26 HEADWALL T-FITTING T-FITTING (OR END PIPE, ~ ~ ~
0 II ° ° ° ° ° °o °o° °o ~1=II .II =il .II II .il -11 = =1111 ~f =Ii .II .II .II II .II .II =1111 .oa .oo SEE PLANS - ~ Q~, I SEC110N A A Q
HEAVY DUTY 14.0` -THICKNESS OF RIP-RAP HEAVY DUTY 14.0" -THICKNESS OF RIP-RAP .0o ORIFICE INVERT < ~ ~ co+, ORIFICE INVERT ti
GEOTEXTILE FABRIC GEOTEXTILE FABRIC = Z = Z L a
.0"0 I.. 45.00 5` I I•E• 205.00 NOTE: ~ NOTE: ~ p~ ~ HOLE IN OUTLET HOLE IN OUTLET DIMENSIONS SHOWN ON PLAN ARE: L x W x"T" ~ CAP = CAP ~ ~ 4
Y 1 STRUCTURE MUST ao STRUCTURE MUST ~ RIP-RAP SHALL BE THREE 11MES THE PIPE DIAMETER
BE CUT LARGE BE CUT LARGE AT THE PIPE E)aT. flLTER FABRIC WILL BE UNDER ~
giAY ENgNEEPoNG DETAIL GRAY ENgNEERING DETAq. +',2• ~ +',y~~• A"',: .w ENOUGH FOR THE " ENOUGH FOR THE eLL RIP-RAP. ~ 8" PVC (SDR 26) RILL 5.00 DIA. HOLE 4" PVC SDR 26 RILL 2.50 DIA. HOLE ( ) "
PHASE I EROSION CONTROL SEQUENCEI PHASE II EROSION CONTROL SEQUENCEI PIPE. SEAL HOLE IN 8 PVC CAP PIPE. SEAL HOLE IN 4 PVC CAP RIP RAP OUTLET PROTECTION
1. THE CONSTRUCTION MANAGER AND FOREMAN SHALL VISIT THE SITE INITIALLY AND FAMILIAR 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE BY USING WATER- BY USING WATER- N.T.S.
THEMSELVES WITH THE SITE AND THE EXISTING STREAM AND THE SPECIFIC CONSTRAINTS THAT SHALL INACTIVE FDR 14 DAYS DR MORE, PROOF GROUT. PROOF GROUT.
C REMAIN UNDISTURBED THROUGHOUT THE CONSTRUCTION. THESE INCLUDE THE COLONIAL GAS PIPEUNE EASEMENT EVERYWHERE EXCEPT AS NOTED, THE WETLAND BOUNDARY EVERYWHERE EXCEPT AS NOTED 2. CONTRACTOR SHALL INSTALL THE CONSTRUCTION EXIT AT THE LDWE'S DRIVEWAY AS D1N101 - - GRAY ENGINEERING CONSULTANTS DETAIL
BELOW THE TEMPORARY SEDIMENT TRAP N0. 2 AND PERMANENT POND 2, THE FLOODPLAIN LINE AND SOON AS THE DLD FILL IS REMOVED AND REPLACED ADEQUATELY,
THE EXISTING STREAM AND ASSOCIATED NEUSE BUFFERS. PARTICULARLY NO DISTURBANCE OF THE \,111tlllfl~~~~
STREAM SHALL OCCUR DOWNSTREAM OF THE END STREAM IMPACT POINT NOTED ON THE PLAN. THE 3. CONTRACTOR SHALL FOCUS CONSTRUCTION DF FILL PLACEMENT IN THE REINFORCED (N.T.S.) (N.T.S.) CONTRACTOR SHALL CLEARLY MARK THIS POINT IN THE FlELD WITH GUARD STAKES AND BRIGHTLY SLOPE PER THE DESIGN INCLUDING BENCHING THE TOE OF THE SLOPE INTO THE EXISTING STONE FILTER FOR DETENTION POND #1 P N N.T.S. N.T.S. REFER TO RIP RAP STONE CHECK DAM DETAIL " • ~~j~i`~
COLORED RIBBON. ALL DISTURBANCE INCLUDING SILT FENCE SHALL BE UPSTREAM OF THIS POINT. SOIL, CONTRACTOR SHALL WORK CLOSELY WITH THE GEDTECHNICAL ENGINEER AND WALL GRAY ENgNEERING DETAIL GRAY ENgNEERINC DETNL Ic GETNL GRAY ENGINEERING DETNL GRAY ENGINEERING DETNL REFER TO PLAN FOR CONFIGURATION `~~v • ~Pt
DESIGN TD ENSURE PROPER CONSTRUCTION DF THE SLOPE. 2. INSTALL STABILIZED CONSTRUCTION EXITS AND SWPPP INFORMATION SIGN AS SHOWN ON THE ER~SIDN CD o o ;k'a ~v L.....
PHASE ONE EROSION CONTROL PLAN, ES-1 WITH THE EXCEPTION OF THE MAIN ACCESS AT THIS POINT. 4. CONTRACTOR SHALL MAINTAIN TEMPORARY SEDIMENT TRAP NO. 1 BUT REMOVE TEMPORARY ~DSIDN C~NTR~L NOTES ~ ~Q.N a~ .ac. TEMPORARY GRASSING ORIFlCES MUST NOT BE LOCATED • W v ~ -
THE CONTRACTOR SHALL U11UZE THE EXISTING STABIUZED DRIVEWAY JUST NORTH OF THE PROPOSED SEDIMENT BASIN NO, 2 IN ORDER TD INSTALL THE FILL SLOPE EMBANKMENTS AS SHOWN, 1, ALL EROSION CONTROL DEVICI :ONTROL DEVICES SHALL BE CAREFULLY MAINTAINED IN DIRECTION OF FLOW ~'S',~' °
DRIVEWAY ACCESS IN ORDER TO MOBILIZE EQUIPMENT AND SET UP AN INITIAL STAGING AREA BEFORE THROUGHOUT CONSTRUCTION, THE PROPOSED STABIUZED CONSTRUCTION EXIT IS CONSTRUCTED AT THE MAIN DRIVEWAY. ALSO, THE 5. CONTRACTOR SHALL UTILIZE TEMPORARY SLOPE DRAINS AND DIVERSIONS AT THE TDP DF INSPECTIONS AND INSPECTIDI INSTRUCTION, CONTRACTOR SHALL PERFORM WEEKLY 1. AREAS TO BE GRASSED SHALL BE DEFINED AS ALL AREAS OF SITE FROM THE INLET PIPE. 1ND INSPECTIONS WITHIN 24 HOURS AFTER EACH 9 C.Y. RIP-RAP 'idQ • d , P
CONTRACTOR SHALL Ui1LIZE A TEMPORARY CONSTRUCTION IXIT AT THE IXISTING DRIVEWAY FROM THE THE SLOPE AS IT IS BEING CONSTRUCTED IN ORDER TD KEEP RUNOFF FROM FLOWING RAINFALL EVENT DF 0.5 INCI JT OF 0, 5 INCHES OR GREATER. CONTR T WITHIN THE GRADING LIMITS AND NOT OCCUPIED BY PAVING, CRUSHED = 8 In. N AC OR IS STONE SURFACING OR STRUCTURES. GR ICKNESS = 15 In 1~
LOWE'S PROPERTY AS SHOWN ON THE PLAN SHEET ES-1 BUT SHOULD NOT CONSTRUCT THE STONE DIRECTLY OVER THE NEWLY INSTALLED FILL SLOPE, RESPONSIBLE FDR KEEPING AI EXIT AT THIS TIME UNT1L THE GEOTECH FlLL ISSUE IS RESOLVED LATER IN PHASE ONE. THE DAMAGED DR INEFFECTIVE DE' 'OR KEEPING AN INSPECTION AND MAINTENANCE LOG, ASSING SHALL INCLUDE FINAL llllilll
CONTRACTOR MAY UTILIZE THE SECOND LOWt'S DRIVEWAY TO ACCESS THE SITE FOR LIGHT VEHICLE 6. CONTRACTOR SHALL BE FILLING DN TOP OF THE SEDIMENT BASIN ROCK DAM AS NECESSARY. JEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, SHAPING, LIMING, FERTILIZING AND SEEDING.
USE ONLY. SHOULD THE CONTRACTOR WISH TO UTILIZE THIS ACCESS FOR CONSTRUCTION EQUIPMENT, EMBANKMENTS IN ORDER TD BUILD THE FILL SLOPE AND COMPACT THE FILL NECESSARY TD
THEN A CONSTRUCTION EXIT SHALL BE INSTALLED AT THIS LOCATION PER THE DETAIL AND DENOTED BRING THE SITE TD GRADE. CONTRACTOR SHALL UTILIZE TEMPORARY DIVERSIONS AT THE 2, GRADING CONTRACTOR SHALL ON THE SWPPP PLANS. THE CONTRACTOR SHALL ENSURE THAT NO MUD OR DIRT IS TRACKED OUT TDP DF THE SLOPE AND UTILIZE TEMPORARY SLOPE DRAINS INTO TEMPORARY SEDIMENT TRAP CONTROL MEASURES (IMPLEMEI tACTOR SHALL BE RESPONSIBLE FOR ALL SEDIMENT 2. LIME SHALL BE AGRICULTURAL GRADE, GROUND LIMESTONE. GROUND JRES (IMPLEMENTATION AND MAINTENANCE). GENERAL LIMESTONE SHALL CONTAIN NOT LESS THAN 88% OF CALCIUM CARBONATE
ONTO THE LOWESS DRIVEWAYS, PARKING AREAS OR OUT ONTO CLEVELAND CROSSING ROAD OR NC NO. 1 WHILE FILL IS BEING PLACED AND WHILE THE PHASE TWO SEDIMENT BASINS ARE CONTRACTOR SHALL HAVE SUPT 1ALL HAVE SUPERVISORY RESPONSIBILITIES OVER CONTENT E DIVALENT AND SHALL BE SUCH A FINENESS TH T
HIGHWAY 42. THE CONTRACTOR SHALL CLEAN THESE PUBLIC ROADS ON A DAILY BASIS THROUGHOUT BEING CONSTRUCTED IN THE LOCATION DF THE PERMANENT PONDS NO. 1 AND ND. 2. GRADING CONTRACTOR, tACTaR, Q A 90% WILL _ PASS THROUGH A N0. 10 SIEVE AND NOT LESS THAN 50% THROUGH A N0. 'a- IFlCES
THE CONSTRUCTION PROCESS. PERMANENTLY STABILIZE AREAS TD BE VEGETATED AS SOON AS THEY ARE BROUGHT TO FINAL GRADE, 3, ALL RIP-RAP SHALL BE DUMPI >HALL BE DUMPED RIP-RAP IN ACCORDANCE WITH THE i/0 BOTTOM OF
3. INSTALL SILT FENCE(S) ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT NORTH CAROLINA STATE HIGH' IA STATE HIGHWAY DEPARTMENT STANDARD 3. FERTILIZER SHALL BE GRADE 10-10-10 COMPLETE FERTILIZER OF STRUCTURE
FENCE). THE CONTRACTOR SHALL INSTALL ALL THE SILT FENCING SHOWN ON THE PLAN SHEET ES-1. 7• CONTRACTOR SHALL INSTALL THE TEMPORARY CONSTRUCTION ROAD CONNECTING THE TWD SPECIFICATIONS FDR HIGHWA IS FOR HIGHWAY CONSTRUCTION, LATEST EDITION, BE NO LARGER THAN 24 INCHES. UNIFORM COMPOSITION, FREE-FLOWING AND SUITABLE FOR APPLICATION °.E,
PLEASE NOTE THAT A DOUBLE ROW OF SILT FENCING IS SHOWN ALONG THE EASTERN SIDE OF THE CONSTRUCTION EXITS TD ENSURE ADEQUATE CONSTRUCTION ACCESS ACROSS THE PROJECT SITE. PIECES SHALL BE ND LARGER PROJECT SITE WHICH IS ALONG THE FLOODPLAIN, WETLAND AND BUFFER AREAS. ALSO, IT SHOULD CONTRACTOR SHALL CONSTRUCT FILL SLOPE DF ROAD TO FINAL GRADE. THIS WILL REQUIRE WITH EQUIPMENT DELIVERED TO SITE IN BAGS LABELED WITH
CLEAR THAT WE NEED THE COLONIAL PIPEUNE EASEMENT TO HAVE THE SILT FENCE JUST OUTSIDE SEDIMENT BASIN ND. 4 TO BE PARTIALLY FILLED IN. MAINTAIN THE STONE OUTLET FDR 4, ALL SLOPES THAT ARE 3~1 DI IAT ARE 31 1 OR GREATER SHALL BE STABILIZED MANUFACTURER'S GUARANTEED ANALYSIS, AND SHALL CONFORM TO ALL CONTROL FABRIC (JUTE MATTING OR EQUAL) IN
THIS EASEMENT IN ORDER TO ENSURE THAT NO CONSTRUCTION TRAFFIC OR DISTURBANCE SHALL THIS SEDIMENT TRAP UNTIL THE SLOPE HAS BEEN ADEQUATELY STABILIZED. WITH EROSION CONTROL FABR OCCUR WITHIN THIS EASEMENT. INSTALL ATEMPORARY STONE CHECK DAM JUST UPSTREAM OF THE ACCORDANCE WITH THE NDRTH :TH THE NORTH CAROLINA HIGHWAY DEPARTMENT STATE AND FEDERAL REGULATIONS. M'¦'1
END STREAM IMPACT POINT PRIOR TO SILT FENCE INSTALLATION IN THIS AREA. 8• CONTRACTOR SHALL INSTALL THE FINAL STDRM DRAIN SYSTEM RELDCATING THE STANDARD SPECIFICATIDNS FI :IFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST 30 C.Y. RIP-RAP SEE DETAIL
DRAINAGE DITCH ALONG NC HIGHWAY 42 AS SHOWN DN PLAN SHEET ES-2, CONTRACTOR SHALL EDITION. ALL SLOPES ARE . SLOPES ARE TO BE MAINTAINED, 4. SEEDS SHALL BE MIXTURE AS APPROVED BY THE ENGINEER AND SHALL
4. PREPARE TEMPORARY PARKING AND STORAGE AREA. THE CONTRACTOR MAY UTILIZE THE AREA LINE THE EXISTING DRAINAGE DITCH WITH STONE AND INSTALL THE STONE CHECK DAM ALONG NC HIGHWAY 42 AT THE EXISTING ACCESS AND OR MAY UTILIZE THE HIGHER ELEVATED AREA UPSTREAM FROM THE TEMPORARY STDRM DRAIN, CONTRACTOR SHALL FILL OVER THE FINAL 5, GRASSING SHALL BEGIN AS SI MEET REQUIREMENTS OF SEED LAWS OF THE STATE AND THE US .L BEGIN AS SOON AS GRADING IS COMPLETED.
/ STDRM DRAIN LINE UPSTREAM DF THE DRIVEWAY. TEMPORARY GRASSING MAY BE AT THE TWO DRIVEWAYS OFF THE LOWE'S PROPERTY ALONG THE EXITING DIRT PATH. BOTH AREAS UNDER CONSTRUCTION FDR EX' 1SSING MAY BE REQUIRED SHOULD EMBANKMENTS BE DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER FEDERAL 1CTION FOR EXTENDED PERIODS,
ARE RELATIVELY FLAT AND HAVE DIRECT ACCESS TO THE PROJECT SITE FOR CONSTRUCTION. 9. CONTRACTOR SHALL INSTALL THE STDRM DRAIN OUTLET STRUCTURES AND OUTFACE PIPE SEED ACT IN EFFECT ON DATE BIDS ARE RECEIVED. SEED SHALL BE U
SYSTEM FROM THE TWD SEDIMENT BASINS AS SDDN AS PRACTICAL CONTRACTOR SHALL ALSO 6. FAILURE TO COMPLETE AND M IMPLETE AND MAINTAIN ALL EROSION CONTROL DELIVERED IN STANDARD CONTAINERS. SEED WHICH HAS BECOME WET, . RESULT IN THE ISSUANCE OF A STOP WORK ORDER MOLDY OR DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE. roETENTION POND #1 OUTLET:
INSTALL THE ENERGY DISSIPATER STRUCTURES AND STONE CHECK DAMS WITH THEM. AS SDDN MEASURES WILL RESULT IN TI AS THE SEDIMENT BASINS ARE CONSTRUCTED TD THE GRADES SHOWN DN PLAN SHEET ES-2, UNTIL SUCH ITEMS ARE INST 'EMS ARE INSTALLED. ~ ~ 4 - 12"0 ORIFlCES I.E=193.00
HALT ALL ACTIVITIES AND CONTACT GRAY ENGINEERING TO PERFORM INSPECTION AND CERTIFlCATION CONTRACTOR SHALL INSTALL THE SKIMMER DEWATERING DEVICE IN SEDIMENT BASIN N0. 1 OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORM WATER AND NO. 2. 7. ALL EXCAVATED MATERIALS TI AN2 W 20 ~ o_
PRE-CONSTRUCTION MEETING WITH THE GRAY ENGINEERING, WAL-MART CONSTRUCTION MANAGER, MATERIALS AND WASTE MATER I MATERIALS TO BE USED ON SITE, ALL DEMOLISHED 5. MULCH SHALL CONSIST OF SMALL GRAIN STRAW OF GOOD QUALITY, ~8 z a I WASTE MATERIAL TO BE TRUCKED OFF SITE. •Wq~ -
NCOENR DIVISION OF LAND QUALITY AND GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING to. CONTRACTOR SHALL BEGIN INSTALLING FINAL STORM DRAINAGE AS SOON AS PRACTICAL CLEAN, FREE OF NOXIOUS WEEDS, AND REASONABLY FREE OF OTHER WEEDS. ~ AHp N'Aipq
WITH CONSTRUC110N. AND BEGINNING WITH THE STDRM DRAINS FROM THE PONDS AS SHOWN DN PLAN SHEET ES-2. 8. THE CONTRACTOR IS RESPONS HIS REQUIRED FOR BORROW AI IR IS RESPONSIBLE FOR OBTAINING ALL PERMITS SPREAD MULCH AT A RATE OF 1 TON PER ACRE ON SLOPES UP TO 8.0 % ~ ~ RCN TOP EL 196.33 FOR BORROW AREA (IF NEEDED). AND AT A RATE OF 1-1 2 TONS PER ACRE FROM 8.0 % UP TO A SLOPE OF /i
ALL EXCEPTIONS NOTED ON THE BMP CERi1FlCAT10N FORM MUST BE ADDED TO THE FlRST DAILY 11. CONTRACTOR SHALL COMMENCE WITH CONSTRUCTION DF BUILDING PADS. AS SOON AS / ~
REPORT AS A DEFlCIENCY OR DEFlCIENCIES AND RESOLVED WITHIN 24-HOURS. BMPS CANNOT BE THE BUILDING PADS AND TOPS DF FILL SLOPES REACH FINAL GRADE, THE GEDTECH ENGINEER 9. ~ SLOPES SHOWN ARE 211 CERTIFlED IF ANY EXCEPTION REQUIRES GREATER THAN 24-HOURS TO RESOLVE. RECOMMENDS THE INSTALLATION OF AT LEAST THREE (3) MONITORING POINTS EQUALLY TOWN ARE 211 UNLESS NOTED OTHERWISE, 6. SPREAD LIME AT A RATE OF 3,000 LBS. PER ACRE.
SPACED ALONG THE EASTERN LIMITS DF THE SITE TD MEASURE GROUND SETTLEMENTS 10. THE STDRM DRAIN SYSTEM IS 1IN SYSTEM IS TO BE FLUSHED AFTER THE SITE
DAILY INSPECTIONS AND REPORTING USING THE SWPPP MANAGEMENT TOOL MUST START THE DAY OF RELATIVE TD A FIXED BENCH MARK, AWAITING PERIOD DF 1 TD 2 MONTHS IS RECOMMENDED IS STABILIZED, ALL PAVEMI I. ALL PAVEMENT SHALL BE WASHED CLEAN OF DIRT, 7, FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY AT A RATE OF 1,000 STONE~GFIEq( DAM
OR IMMEDIATELY AFTER BMP CERT1FlCAl10N. FDR CONSOLIDATION SETTLEMENTS TD OCCUR. ONCE THE SETTLEMENT HAS OCCURRED TD THE LBS. PER ACRE AND SHALL BE INCORPORATED INTO SOIL TO A DEPTH OF ~E PLAN VIEW OF DETAILS DETAIL 1R SHALL INSTALL SILT FENCE AND/OR OTHER " IN FOR ORIFlCE LOCATIONS
SATISFACTION OF THE GEDTECHNICAL ENGINEER, THEN THE CONTRACTOR MAY BEGIN 11. THE CONTRACTOR SHALL INST. INSTALLATION OF BUILDING FOOTINGS AND STRUCTURES. EROSION CONTROL DEVICES, I DL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL AT LEAST 2 BY DISKING AND HARROWING.
EROSION DURING CDNSTRUCTII 5. CONTRACTOR SHALL UNE THE EXILING DRAINAGE DITCH ALONG NC HIGHWAY 42 WITH STONE TO 12. ONCE THE CONTRACTOR COMPLETES THE ENTIRE CUT SLOPE ALONG THE WESTERN AND IG CONSTRUCTION, PIPE
E JUST PAST THE TEMPORARY CONSTRUCTION EXIT AND INSTALL THE STONE CHECK DAMS IN 1HE DITCH SOUTHWESTERN PORTIONS OF THE PROJECT, FRENCH DRAINS NEED TD BE INSTALLED ALONG 12. ALL EROSION CONTROL DEVICI ;ONTROL DEVICES SHALL BE PROPERLY 8. SPREAD SEED AT A RATE AS NOTED ON THE DRAWINGS.
AS SHOWN. THE TDE DF THE CUT SLOPES TD INTERCEPT AND PERMANENTLY CONTROL GROUND WATER IN MAINTAINED DURING ALL PHA. (RING ALL PHASES OF CONSTRUCTION UNTIL THE
THIS AREA. THE CONTRACTOR SHALL CONTINUE THIS FRENCH DRAIN AND TIE IT INTO THE COMPLETION DF ALL CONSTRUI 6. CONTRACTOR SHALL INSTALL THE TEMPORARY STORM DRAIN PIPE AND STONE CONSTRUCTION STONE FRENCH DRAINS INSTALLED IN THE NATURAL CHANNEL. REFER TD THE PLAN SHEET AREAS HAVE BEEN STABILIZE; ' ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED 9. IMMEDIATELY AFTER FERTILIZING AND SEEDING HAVE BEEN ~ = Z INVERT EL 193.00 ~ _ _ - P N VI ~ :EN STABILIZED, ADDITIONAL CONTROL DEVICES MAY ~ - ~ - SEE LA EW FOR
EXIT AND ROADWAY INTO THE SITE AT THE MAIN DRIVEWAY AS SHOWN ON THE PLAN SHEET ES-1 ES-2 AND FRENCH DRAIN DETAILS. BE REQUIRED DURING CONSTRI COMPLETED, ENTIRE AREA SHALL BE COMPACTED BY MEANS OF A LURING CONSTRUCTION IN ORDER TO CONTROL EROSION USE (1) iiNDALL G48-64B =1'' RIP RAP INFORMAl10N
AND PER THE TEMPORARY DRIVEWAY PROFlLE DETAIL AND/DR DFF-SITE SEDIMENTA' ;TE SEDIMENTATION, CULTIPACKER, ROLLER, OR APPROVED EQUIPMENT WEIGHING APPROXIMATELY PRECAST MANHOLE WITH -
13. INSTALL RIPRAP APRONS AROUND ALL INLET AND OUTLET STRUCTURES AS EACH OUTLET 7. CONTRACTOR SHALL INSTALL STONE FRENCH DRAINS ALONG THE NATURAL DRAINAGE CHANNELS STRUCTURE IS BEING INSTALLED, INSTALL INLET PROTECTION AT ALL STORM STRUCTURES 13. THE CONTRACTOR SHALL TAKE 90 LBS. PER LINEAR FOOT OF ROLLER. USE OF SPECIFIED MULCH, 24" CONC. FlLL ON BOTTOM OTEXIILE UNER IR SHALL TAKE NECESSARY ACTION TO MINIMIZE TOP OF ~ON~
THAT TRAVERSE THE SITE AS SHOWN ON PLAN SHEET ES-1 AND PER THE FRENCH DRAIN DETAIL. AS EACH INLET IS BEING INSTALLED. THE TRACKING OF MUD DNTD OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION APPLIED AT A RATE OF 1 2 TONS/ACRE (USE THE HIGHER RATE FOR 3 CROSS-SECTION
INSTALL THE STONE DRAINS FROM THE LOWEST POINT AND PROCEED UPSTREAM. AREAS. THE CONTRACTOR SHI PAVEMENT AS MAY BE REQUIRI :ONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM TO 1 SLOPES OR GREATER), WITH ASPHALT EMULSION TYPE SS-1, MS-2, BOTTOM of ~ 191EOTo LAY BE REQUIRED, RS-1 OR RS-2 SHALL BE BOTTOM EL 190.50
8. CONSTRUCT THE SEDIMENT BASINS WITH ROCK DAMS N0. 1 AND 2 AS SHOWN ON PLAN SHEET USED TO PROTECT SITE AGAINST EROSION.
ES-1. INSTALL BAFFLES AS SHOWN UPSTREAM OF THE ROCK DAM AND ACROSS THE STONE FRENCH PHASE III EROSION CONTROL SEQUENCE DRAINS. GRAY ENgNEEPoNC DET ENERGY DISSIPATER DETAIL POND 1 NL - - 10. AREAS THAT REQUIRE RE FERTILIZATION AND\OR RE SEEDING WILL (N.rs.) •
1. CONTRACTOR MAY BEGIN INSTALLING WATER AND SANITARY SEWER UTILITIES AS SDDN BE DESI N Y TH gtAY ENGINEERING DETNL W
9. CONSTRUCT AND STABIUZE SEDIMENT SEDIMENT TRAPS N0. 1, 2, 3 AND 4 WITH APPROPRIATE AS PRACTICAL, G ATED B E ENGINEER. WHEN ANY PORTION OF SURFACE
STONE EMBANKMENT OUTFACES (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL BASINS AND TRAPS. z. INSTALL UTILITIES, UNDERDRAINS, STDRM SEWERS, CURBS AND GUTTERS. BECOMES GULLED OR OTHERWISE DAMAGED FOLLOWING SEEDING OR STONE FLTER FOR DETENTION POND #2 Z
S EDLINGS HAVE BEEN WINTER-KILLED OR OTHERWISE DESTROYED, REFER TO RIP RAP STONE CHECK DAM DETAIL Z
10. INSTALL AND STABIUZE ALL THE DIVERSIONS AS SHOWN TO INTERCEPT CONSTRUCTION RUNOFF 3. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT TRAPS AROUND STDRM CATCH BASINS FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) INTO THE TEMPORARY SEDIMENT BASINS AND TRAPS. STABILIZE CHANNELS WITH EROSION CONTROL WITHIN THE PARKING LDT AS SHOWN UNTIL THE ENTIRE SITE IS STABILIZED WITH STONE DATE TYPE PLAN' A FECTED PORTION SHALL BE REPAIRED TO REESTABLISH CONDITION AND REFER TO PLAN FOR CONFIGURATION W w
BLANKET AND INSTALL STONE CHECK DAMS AS NECESSARY WITHIN THE DIVERSION CHANNEL SUBBASE AND VEGETATION, PLANTING RATE G ADE OF SOIL PRIOR TO SEEDLING AND SHALL BE RE-SEEDED AS Z
el Ir_ ~ ~ _ Inv ~ TAI I rrcrl Ir inn I inn Ioc~Ar+or SPECIFIED ABOVE. r1 ~
nvv i.~ irvr i in~~ i ~avv~ dVV l 11. CONTRACTOR MAY NOW PROCEED WITH OVERALL CLEARING AND GRUBBING THE SITE WITHIN THE 4. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 1 vvv L.v..)rv%,rRL ORIFICES MUST NOT BE LOCATED L& W
LIMITS OF DISTURBANCE ON THE PLAN SHEET ES-1. INSTALLED. 300 LBS ACRE IN DIRECTION OF FLOW D AREAS ARE TO BE GRASSED IMMEDIATELY AFTER FROM THE INLET PIPE. W Im cc
MAR 1 - APR 15 TALL FESCUE 300 1 300 LBS ACRE 11. ALL DISTURBED CONSTRUCTION IN THE AREA. AT NO TIME WILL AN AREA BE LEFT BARE 7 C.Y. RIP-RAP a=
12. CONTRACTOR SHALL ADDRESS THE GEOTECH FILL ISSUE AT THE NORTHERN LOWE'S DRIVEWAY. 5. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET APR 15 - JUN 30 HULLED COMMON BERMUDA GRASS 25 LE CONTRACTOR SHALL INSTALL A STONE FILTER INLET PROTEC11ON OVER THE ONE EXISTING CATCH STRUCTURE IS INSTALLED. JUL 1 - AUG 15 TALL FESCUE & BROWNTOP MILLET 125 L ASS 25 LBS ACRE FOR MORE THAN 14 DAYS AFTER COMPLETION OF CONSTRUCTION. THICKNESS 6 in.
BASIN AT THE END OF THE DRIVE. CONTRACTOR SHALL THEN DEMOLISH THE EXISTING PAVEMENT AND OR SORGHUM-SUDAN CURB AS NECESSARY TO UNDERCUT AND REMOVE AND REPLACE THE MATERIAL PER THE 6. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL HYBRIDS*** 35 LE -LET 125 LBS/ACRE TALL FESCUE ; NESS = 15 In I- k## w
35 LBS ACRE BROWNTOP MILLET W 0 0 - - o
GEOTECHNICAL ENGINEER. CONTRACTOR SHALL ENSURE NO MUD OR DEBRIS IS TRACKED ONTO THE GRADE. 30 LE F LOWS,S DRIVEWAYS OR PUBLIC ROADS. 7. PREPARE SITE FOR PAVING. 30 LBS ACRE SORGHUM-SUDAN HYBRIDS GRASSING CHART J
SEEDING PLANTING PLANTING MIXTURES RATE DATE = J
13. CONTRACTOR SHALL BEGIN MASS GRADING THE SITE. FILL PLACEMENT SHOULD COMMENCE IN FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) THE LOWER PART OF THE SITE AND PROGRESS UPWARD. 8• INSTALL CURB AND GUTTER AND PAYE SITE.
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) & 50 LE & 50 LBS/ACRE (SERICEA LESPEDEZA); TALL FESCUE 100 LBS/AC AUG. TO OCT. s4- IFICES a >
9. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK USE THE FOLLOWING COMBINATIONS: NOTES PROGRESSES. IONS: 1o BOTTOM Z OR SERICEA LESPEDEZA 40 LBS/AC MARCH TO AUG. STRUCTURE
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS TRAILER, PARKING, MAR 1 - APR 15 ADD TALL FESCUE 120 L 120 LBS ACRE COMMON BERMUDA GRASS (HULLED) 50 LBS/AC W
LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S AREA, FUEL AND to. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LE 10 LBS A CRE ~ Z OR RYE GRAIN (TEMP) 56 LBS/AC NOV. TO FEB. \_22 C.Y. RIP-RAP
MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE INCLUDING OUTLOTS. MAR 1 - JUN 30 OR ADD JULLED COMMON 25 LE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT 25 LBS ACRE J / SEE DETAIL J
THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ANY OFF-SITE AREAS WHERE FILL IS 11. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT BASINS AND BERMUDA GRASS
IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. BEGIN FINE GRADING POND INTERIORS TO THE GRADES SHOWN ON THE PLAN SHEET CV-2/ES-3 JUN 1 - SEPT. 1 TALL FESCUE & BROWNTOP MILLET 120 L IN ORDER TO OBTAIN THE NECESSARY WETLAND POND GRADES. CONTRACTOR SHALL _LET 120 LBS ACRE TALL FESCUE ; GRAY ENGINEERING DETAIL W
IMMEDIATELY INSTALL THE WETLAND LANDSCAPING PER THE INSTALLATION REQUIREMENTS IN OR SORGHUM-SUDAN HYBRIDS*** 35 LE k** 35 LBS/ACRE (BROWNTOP MILLET) a m
ORDER TO ESTABLISH THE WETLAND VEGETATION. 30 LE \ ? 30 LBS ACRE SORGHUM-SUDAN HYBRIDS a *DETENTION POND #2 OUTLET: 4 - 10"0 ORIFICES LE-192.0
12. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT THE SITE HAS SEPT. 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LE - 70 LBS ACRE SERICEA LESPEDEZA ;
BEEN FULLY STABILIZED THEM UNSCARIFIED AND TALL FESCUE 120 L IE 120 LBS ACRE TALL FESCUE); PLAN TOP EL 195.33
A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, NOV. 1 - MAR 1 ADD ABRUZZI RYE 25 LE B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND 25 LBS ACRE
C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPECTION AND CONSULT ENVIRONMENTAL ENGINEER FOR ADDITIONAL INFORMATI( DRAWN ~L INFORMATION CONCERNING OTHER J.C.S.
REPORT. ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE AB01 S. THE ABOVE VEGETATION RATES ARE THOSE REFER TO RIP RAP
13. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RAT DETAIL CHECK DAM NLilJC+CKED SEEDING RATE COMBINATIONS ARE POSSIBLE. c SEE PLAN VIEW OF DETAILS
MARKED 'READY TO TERMINATE PERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND NOTE: INLET FOR ORIFICE LOCATIONS D.J.G.
SUBMITTED VIA THE SWPPP MANAGEMENT TOOL, TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOI 4 SEASON FOR DESIRED PERMANENT VEGETATION. I~PE DATE
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIG G NOTES FESCUE MAY BE SHADED OUT. Z 12" IN HEIGHT BEFORE MOWING, OTHERWISE ALL NOTES AND DETAILS ON 08/25/06
THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY ° SCALE THIS SHEETARE WAL-MART ,
ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED, BMP-RELATED STEPS IN - 1 = 60 INVERT EL 192.00 -
THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. STANDARD EXCEPT AS NOTED. II , II =TINT-III = - SEE PLAN MEW FOR JOB No. 7-
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN EONS/ACRE IN CLAY SOILS) USE (1) 11NDALL G48-648 97,/7/, - - _ I RIP RAP INFORMATION PRECAST MANHOLE WITH 2 7 0 2 0 5 D
FERTILIZER: 1,000 LBS/ACRE - 10-10-10 10-10-10 24" CONC. FILL ON BOTTOM EOTEXTILE LINER Plot Date
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS NOTE 20% ANALYSIS TOP OF CONCRETE EL 192.00 CROSS-SECTION 01/22/08
THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE MULCH: 2 TONS/ACRE - SMALL GRAIN DETERMINED BY PROJECT CONSTRUCTION PROGRESS AND RECORDED BY THE GENERAL ANCHOR: ASPHALT EMULSION AT 300 GAL MALL GRAIN STRAW BOTTOM OF CONCRETE
CONTRACTOR ON THE SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON AT 300 GALS/ACRE EL. 190.00 SHEET BOTTOM EL 189.50
THE EROSION AND SEDIMENTATION CONTROL PLANS (SITE MAPS). DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ENERGY DISSIPAMR DETAIL POND 2
(N.T.S) cv~9
GRAY ENGINEERING DETAIL GRAY ENGINEERING DETAIL GRAY ENGINEERING DETAIL
70205-Details-CV-7,8,9,1 O.Dlh
REVISED: 01/22/08

1
a,
c
1 2 3 4 5 c 6 REVISIONS BYc~,
~ 7 8 9
~ ISSUED01/08/08FOR . A JJB REVIEW AND APPROVAL
r
' ~ ' ' ~ ' ' ' ' Planting Notes:
~
1. All landscape work associated with the wetland plant materials shall be performed by a Landscape Contractor licensed in North Carolina to ~ C'
perform this work. NOTE: This landscape firm shall have successfully completed three (3) projects of similar size and scope to this project
within the past three (3) years. a
Q 2. Refer to project General and Supplementary Conditions for contract requirements. Q
A C 3. Refer to other site work specifications by the Project Engineer for preparation of the wetiand for planting and other project planting ~
requirements. Q.
4. All plants shall be warranted for a period of one (1) year after date of Substantial Completion against death and unsatisfactory growth,
except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond the Ll.~ Landscape Contractor's control. Plantings shall be alive and in satisfactory growth at the end of the one (1) year guaranty period,
LL
5. Installation of all plantings shall meet or exceed NC DWQ requirements for establishment of wetlands.
6. Refer to other site plans and specifications for establishment of permanent vegetation on the site according to NC DENR requirements.
Ll
7. The Landscape Contractor shall be responsible for all certificates of inspection of plant materials that may be required by federal, state, or
5-NS 75-LO B4 other authorities to accompany shipments of plants. ~ a artvz
• 75-IS " 3-AR 24 oc 8. All plant material shall meet or exceed size and shape relationships, ball diameters and container sizes as specified in the latest edition of ~
2411 oc the American Standard for Nursery Stock ANSI 260.1. ~ p M
300-PH 9. Label at least one tree and one shrub of each variety within each grouping of plants with a securely attached waterproof tag bearing s
• II I I 24 oc U IIII11111111 legible designation of botanical and common name.
IIIIIIIII1111 .r.;: IIIIIIIII
IIIIIIIII .'~;"i ,~t ~j~•'~'~ 18-PT IIIII ,{•,•a^~•~•C 2':'~•:t':+; •i~:,b•;,4,, 10. Install plant materials only within recommended'normal' planting season for species to be installed as recommended in the most ~ ~ current edition of the NC Landscape Contractors Manual. ~
I I 1 I I I I ' .'t ~,il.' ,..•fy;;;~ . • r r~yif~y'•• t'•%a .Y:. :.l:
I I III •r" . ...!•Y,~,. },,.•s •y IIII •;,„y:. •:•e. , . ~ y.~•, ~ .f~Y j.r•.k ~ 11. Soil amendments (lime, fertilizers and organic matter) within the constructed wetland shall be determined based on soil test 1~ ~ 0 w
B recommendations by USDA laboratory for each species and growing condition. ~I ~ ~ ~ ~ ~I
III ' • ; •:r;'• •.ti V o~ ~
IIII ~ 12. At the option of and on the full responsibility of the Landscape Contractor, planting operations may be conducted under ^ W N
IIII III t. unseasonable condtttons, without additional compensation, and only when proper "out-of-season" procedures are utilized. ~ W ~ co
III . III IIII , ~ Nm ~ 13. New lantin s shall be located where shown on the drawin s exce t where obstructions below ound or overhead are ~
. IIII Qf~':::::.' D 3 P g g P 8t' W encountered or where char es have been made in the construction. Ad'ustment to lant locations shall be a roved b the En ineer rior ~ ' • W g J P PP Y g P ~ W a x
~ B3 06I111111R II I I L to lantin .Positions of trees and lants ma be'scaled' from the drawin s, kee in the relationship to site features as indicated by the ~i ~ ~ P g P Y g P g ~ Wry
r 'R:::::::: II . 36 oc IIII drawings. 0 ~ . ~
I H . t.
o . 14 R r h l r in i l r wth h bit of in ividu 1 1 is with as ~ q o emove dead and broken b anc es from all p ant material. Prune only to eta tYP ca g o a d a p an y,
• ~ • ~ ~ 37-IVWR I I much hei ht ands read as is ractical. Make all cuts with a sh instrument flush with trunk or adjacent branch in such a manner as to o ~ ~ 8 P P ~'P J
" 36 oc ensure elimination of stubs. "Head-back" cuts at ri ht an les to line of owth will not be ermitted. Trees shall not be oled or to ~ cam, g g P P PP~• ~ Remove trimmin s from site. Never cut leaders without ermission from the Architect. Note: All lants must meet minimum size ~ ~
I I • 24 c I I g P P ~ ~ ~ re uirements after an necess runin . Q q Y arY P g ~ ~ ~ ch
I I 31-C 0 ti m
I , III I ' • 15. Refer to lantin details for tree in .Install snot less than 1/3 hei t of tree above ound. wall s ace anchors for o~ P g ~Y 8 ~Y ~ Eq Y P ~ ~
4 -L 1 1 1 1 1 ' oc ~••flC• 0 guys around tnutk. Install guys at t45 degree angle to horizon. Keep guys taut but not overly tight until the end of the guarantee a~ ^x A 'y
24 III 1 1 f' c • 37-IVINR period. Guys are to be removed at that time, by the Landscape Contractor. Note: Biodegradable stakes shall be buried in the wetland
I I I I 0 c 0 0 0 III ;.:..~,y I I •R 3 II soils for su ort in flooded conditions. ~ PP ~
o~ 16. The Landscape Contractor WILL be responsible for the removal of weeds from the wetland areas during the guarantee period.
Periodic visits to the site by the Landscape Contractor will be necessary during the Guarantee period to avoid excessive weed removal
2 ,j.`• j:!~L r'i t, i .f'• iy?j:.R'•t•`~+...;r.if^,•.• 0 0 before Final Acceptance at the end of the guarantee period.
17. Replacement of dead or unsatisfactory plant materials: At the end of the twelve (12) month guaranty period, inspection will be
w: •f' ''fI ' a TYT 10 CACA made by the Engineer upon written notice requesting such inspection submitted by the Landscape Contractor according to the contract
- v..~ . .ter. conditions. Any plant required under this contract that is dead or not in satisfactory growth as determined by the Engineer, shall be
removed from the site; these and any plants missing, shall be replaced as soon as conditions permit, but during the normal planting 2-PO season.
;.h is •j~ !j' i t. 18, All replacements at the end of the guaranty period shall be plants of the same kind as originally planted unless approved for
• F 0 substituion by the Engineer and shall be of size equal to that attained by adjacent plants of the same kind at the time replacement is made.
. All costs of replacement shall be borne by the Landscape Contractor. Only one replacement in conformance with the provision of this
section will be required for each plant declared dead, in an unhealthy or badly impaired condition, or missing at the time of Final
tiay''~• Acceptance, provided the replacement plant is still healthy sixty (60) days after installation.

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0 - E C F--~-__ ~ _ „ KEY FOR PLANT IDENTIFICATION O 0 C
q- (SEE PLANT LIST)
..}.i • .w f. r Y, _ J.~ = SPACE AT 10 ON CENTER
W= r ~ _ ,,,n PROPOSED TREES OR SHRUBS
~ - INDICATES FULL EXTENT OF MULCH Z
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f . k.Y • • . j!y .r • . . ~ , , . INDICATES INDIVIDUAL TREE TO REMAIN D ~
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1 inch 20 ft.
a
v CAUTION
24-PT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, DRAWN
257.3 3-NS c OTHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES M.C.C
PINE STAKING NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT CHECKED
)00I OUTSIDE OF WETLAND (TYP) =ELAND (TYP) THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE D.E.P
UNDERGROUND UTILITIES. DATE
A2 G
***CAUTION*** 01/23/08
TREE PLANTING AND GUYING SCALE 1„=20'
OUTSIDE OF WETLAND (TYP)
N.C. ONE CALL: UTILITY LOCATOR SERVICE JOB No.
250097P
3 DAYS BEFORE DIGGING CALL Plot Date TOLL FREE 1-800-632-4949 01/22/08
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. SHEET
7 . p
JOCOW-wetland planting.dwg
REVISED: 01 /22 /08

oc c
1 2 3 4 5
6 7 REVISIONS BYc~ 8 g
ISSUED 01 08 08 FOR A ~ ~ R
REVIEW AND APPROVAL '1JB~ r
v ~ 1
Q' Planting Notes:
C' 1. All landscape work associated with the wetland plant materials shall be performed by a Landscape Contractor licensed in North Carolina to ~
perform this work. NOTE: This landscape firm shall have successfully completed three (3) projects of similar size and scope to this project a
within the past three (3) years. Q,
G
nn Y1 l 2. Refer to project General and Supplementary Conditions for contract requirements. C
3. Refer to other site work specifications by the Project Engineer for preparation of the wetland for planting and other project planting Q"
requirements.
2. 4. All plants shall be warranted for a period of one (1) year after date of Substantial Completion against death and unsatisfactory growth,
® except for defects resultin from ne lect b Owner, abuse or lama e b others, or unusual henomena or incidents which are be and the g 8 Y g Y P Y
Landscape Contractor's control. Plantings shall be alive and in satisfactory growth at the end of the one (1) year guaranty period,
5. Installation of all plantings shall meet or exceed NC DWQ re uirements for establishment of wetlands.
q ~
6. Refer to other site plans and specifications for establishment of ermanent ve etation on the site accordin to NC DENR re uirements. LL P g g q
7. The Landsca a Contractor shall be res onsible for all certificates of ins ection of lant materials that ma be re wired b federal state or P P P P Y q Y ,
~ other authorities to accom an shi meats of lants. ' a ariv'I P Y P P
~ x W 1
I 8, All plant material shall meet or exceed size and shape relationships, ball diameters and container sizes as specified in the latest edition of M the American Standard for Nursery Stock ANSI 260.1.
s
2. 9. Label at least one tree and one shrub of each variety within each grouping of plants with a securely attached waterproof tag bearing
legible designation of botanical and common name. ~
10. Install lant ma erials onl i r ~ p t y with n ecommended normal planring season for species to be installed as recommended m the most
current edition of the NC Landscape Contractors Manual. ~ - ~
B om 11. Soil amendments lime fertilizers and o anic matter within the construct w 1 h 11 e nnin ~ ~ co b ( rg ) ed et and s a b Bete ed based on soil test ~ I
recommendations byUSDA laboratory for each species and growing condition. ~ ~
0 y~o
C2.1.2 ~ 12. At the option of and on the full responsibility of the Landscape Contractor, planting operations may be conducted under ~ • Q ~
unseasonable conditions without additional coin ensation and onl when ro er " r d N ~ x p y p p out-of season p ocedures are utilized. N ~m~
W
13. New plantings shall be located where shown on the drawin s exce t where obstructions below ound or overhead are W g P ~ ~ ~ ~
encountered or where Chan es have been made in the construction. A ' ~ ~ ~ g dlustment to plant locations shall be approved by the Engineer prior ~ ~ , to planting. Positions of trees and plants maybe scaled from the drawings, keeping the relationship to site features as indicated by the 0 ~ • x
drawin s, ~ • g ~ N
_ C2.1.1 q o
14. Remove dead and broken branches from all lant material. Prune onl t r ~ ~ ~ ~ p y o etain typical growth habit of individual plants with as
much hei t and s read as is ractical. Mak ll c i ~ oa\i • gh p p e a uts w th a sharp instrument flush with trunk or adjacent branch m such a manner as to ~
C2.1 ensure elimination of stubs. "Head-back" cuts at ri ht an les to line of ~ ~ g g growth will not be permitted. Trees shall not be poled or topped. p~ ~
Remove trimmin s from site. Never cut leaders without ennission from the Architect. Note: All lants must meet minim i Q . g p p umsze ~
• requirements after any necessary pruning. ~ a
. ~ o~ ~ ' 15. Refer to planting details for tree guying. Install guys not less than 1/3 height of tree above ground. Equally space anchors for ~
_ . wa • guys around trunk. Install guys at f45 degree angle to horizon. Kee s taut but not overt ti t until the end of the arantee . P ~Y Y ~ 8u ~
. period. Guys are to be removed at that time, by the Landscape Contractor. Note: Biodegradable stakes shall be boned in the wetland ~
• ~ ~ soils for support in flooded conditions. ~
• 16. The Landscape Contractor WILL be responsible for the removal of weeds from the wetland areas Burin the arantee eriod. g ~ P
• ~ ~ ~ ~ . Periodic visits to the site by the Landscape Contractor will be necessary during the Guarantee period to avoid excessive weed removal • . ~ before Final Acceptance at the end of the guarantee period.
C3 • ' ~ ~ ~ 17, Re lacement of dead or unsatisfacto lent materials: At the end of the twelve 12 month aran eriod ins ection will be P rYP ( ) ~ h'P P
• ~ • • • ~ ~ made by the Engineer upon written notice requesting such inspection submitted by the Landscape Contractor according to the contract
C2 . conditions. An lant re aired under this contract that is dead or not in satisfacto owth as determined b the En ineer shall be YP q rye' Y 8
" ~ ~ removed from the site; these and any plants missing, shall be replaced as soon as conditions ermit, but Burin the normal lantin P g P g
. season.
• 18. All replacements at the end of the aranty eriod shall be lants of the same kind as on inall lanted unless a roved for
. ~ P P g Y P PP • • . ~ substituion by the Engineer and shall be of size equal to that attained by adjacent plants of the same kind at the time replacement is made.
E2 . ~ • , • • All costs of replacement shall be borne by the Landscape Contractor. Only one replacement in conformance with the provision of this
section will be required for each lent declared dead, in an unhealth or badl im aired condition or missin at the time of Final P Y Y P ~ g
• Acceptance, provided the re lacement plant is still healthy six (60) da s after installation, P tY Y
"
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s. I • • • ~ I I
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I 1 . ~ ~ ~ ~ ~ NUMBER OF PLANTS IN BED OR GROUPING
' • I III I I I . ~ O „ E ~ ~ KEY FOR PLANT IDENTIFICATION •
I II OOC E li ~ . . (S E PLANT LIST) .
• • ~ ' ~ • ~ • ~ ' ~ SPACE AT 10" ON CENTER W
• „ PROPOSED TREES OR SHRUBS Z Z
~ . - INDICATES FULL EXTENT OF MULCH „ , W
.
13-TD II II 36 0 24 oc 5. ~ ~ ~ ~ • ~ Ali ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~i INDICATES INDNIDUAL TREE TO REMAIN ~E---- Z
. ~ W
• . . ~ PROPOSED TREELINE D W ^
" ~ ~ ~ ~
w NI/ u~ u° BOOB L& A. p a
JAN 2 3 N . s ~
DETAIL FLAG DETAIL #/SHEET # DM INATER•QUA CD rl0d 113t r/
510 AND YETLAN D\/- W11AWS
L0
F i RO U-ND ARY. o J N H Y v
WETLAND IMPACT ..\.4/ _
Z
0.026 AC - \ 1130 SF m W GRAPHIC SCALE 0 Z
z 20 0 ,0 20 40 80
J
Q 9-C Z
uj IN FEET
1 inch = 20 ft.
-fir \
+ CAUTION
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
W y THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
• UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. DRAWN EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES M.C.C
\ V NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT CHECKED
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE D.E.P UNDERGROUND UTILITIES. DATE
G
~ **CAUTION*** O1/23/08
255.0 SCALE 1„_20'
N.C. ONE CALL: UTLDING SERVICE JOB No.
250097P
3 DAYS BEFORE Plot Date
TOLL FREE 101/22/08
A ONE CALL SYSTEM FOR SAFETY. SHEET
wp-
JOCOW-wetland planting.dwg
REVISED: 01/22/08

~i
C C
1 2 3 4 5 REVISIONS BYc 6 7
8 9 ISSUED O1 OS 08 FOR C ~ ~
~ REVIEW AND APPROVAL
C
Planting Notes: ~
1. All landscape work associated with the wetland plant materials shall be performed by a Landscape Contractor licensed in North Carolina to ~
perform this work, NOTE: This landscape firm shall have successfully completed three (3) projects of similar size and scope to this project Q within the past three (3) years, ~
2. Refer to project General and Supplementary Conditions for contract requirements. i
A c
3. Refer to other site work specifications by the Project Engineer for preparation of the wetland for planting and other protect planting
requirements.

2 z 2 stakes , Root Ball ' ' 4 f n 1 fter date of Substantial Com letion a ainst death and unsatisfacto owth u . All plants shall be warranted for a perod o o e O year a p g ry gr , hi h e and the except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents w c are b y
. Arbor Tie Landsca a Contractor's control. Plantin s shall be alive and in satisfactory growth at the end of the one (1) year guaranty period. Ll P g ~
12"Min. , , Earth Saucer ' Do Not Cut Leader
" ~ ~ Minimum limit 6 Min. 5. Installation of all plantings shall meet or exceed NC DWQ requirements for establishment of wetlands. Q
of Mulch
6. Refer to other site plans and specifications for establishment of permanent vegetation on the site according to NC DENR requirements. ~
7. The Landscape Contractor shall be responsible for all certificates of inspection of plant materials that may be required by federal, state, or other authorities to accom an shi ments of lants. ~~rxt~v'[d auvZ ~
P Y P P
8. All last material shall meet or exceed size and sha a relationshi s, ball diameters and container sizes as specified in the latest edition of ~ M P P P a
the American Standard for Nursery Stock ANSI 260.1.

Wrap Trunk With Approved 9. Label at least one tree and one shrub of each variety within each grouping of plants with a securely attached waterproof tag bearing , Tree Wrap legible designation of botanical and common name. ~
4" Deep Earth Saucer ~
10. Install lant materials onl within recommended'normal' lantin season fors ecies to be installed as recommended in the most ~ Mulch as specified p Y P g P
Finish Grade ~ current edition of the NC Landscape Contractors Manual. ~ ~ ~
36"Min. 12 Arborbe ?y ~ o ~
B Min. ~ ~y 11. Soil amendments (lime, fertilizers and organic matter) within the constructed wetland shall be determined based on soil test N ~ ~
Three 2" X 2" Hardwood Stakes recommendations byUSDA laboratory far each species and growing condition. ~ ~ ~
rv . ~ . . Minim m. R m v r En ~ ~ u e o e Afte d ~ ~ • • • ~y of Guarantee Period 12. At the option of and on the full responsibility of the Landscape Contractor, planting operations may be conducted under ~ W Q Cti
S"Min,
unseasonable conditions, without additional compensation, and only when proper "out-of-season" procedures are utilized, ~ Unwra To 13 of Burla ~ P PI P W
•W Planting Soil Miz as S ecified; Tamp 13. New plantings shall be located where shown on the drawings except where obstructions below ground or overhead are W ~ x
~ F~A'.r,'F,A~M'~~ ~'a,n. ~.^w~ ~ ~ti Slightly and Rod as P ced and Watered encountered or where chan es have been made in the construction. Ad'ustment to lant locations shall be a roved b the En ineer rior ~ w ~ ~ g J , P PP Y g P
Backfill with 6" de h of to soil to planting. Positions of trees and plants may be'scaled' from the drawings, keeping the relationship to srte features as mdreated by the C t~ • x pt P ~ W
Cultivate Soil and Organic drawin s. ~ and tamp until firm. g ~ 4 c
Matter 8" Deep min. 3' from pit • o ~
©MAPA 14. Remove dead and broken branches from all lant material. Prune onl to retain ical owth habit of individual lants with as ©MAPA P Y tYP P a ~
~ much height and spread as is practical. Make all cuts with a sharp instrument flush with trunk or adjacent branch in such a manner as to ~ ~ ensure elimination of stubs. "Head-back" cuts at right an les to line of growth will not be permitted. Trees shall not be paled or topped. p~
ree g a~ Remove trimmings from site. Never cut leaders without permission from the Architect. Note: All plants must meet minimum size ~ ~ ~ ~
re uirements after an necess runin . ~ ~ q Y ~7' P g ~ a
0a ~
15. Refer to planting details for tree guying. Install guys not less than 113 height of tree above ground. Equally space anchors far ~ ~ 0.,
guys around trunk. Install guys at t45 degree angle to horizon. Keep guys taut but not overly tight until the end of the guarantee
period. Guys are to be removed at that time, by the Landscape Contractor. Note; Biodegradable stakes shall be buried in the wetland ~
soils for support in flooded conditions. ~
1 r 'n h n ri d. 16. The Landscape Contractor WILL be responsible for the removal of weeds from the wet and a eas dur g t e guara tee pe o
c Periodic visits to the site by the Landsca a Contractor will be necessary during the Guarantee period to avoid excessive weed removal P
before Final Acceptance at the end of the guarantee period.
17. Replacement of dead or unsatisfactory plant materials; At the end of the twelve (12) month guaranty period, inspection will be
made by the Engineer upon written notice requesting such inspection submitted by the Landscape Contractor according to the contract
conditions. Any plant required under this contract that is dead or not in satisfactory growth as determined by the Engineer, shall be removed from the site; these and any plants missing, shall be replaced as soon as conditions permit, but during the normal planting
season,
18. All replacements at the end of the guaranty period shall be plants of the same kind as originally planted unless approved for
substituion by the Engineer and shall be of size equal to that attained by adjacent plants of the same kind at the time replacement is made.
All costs of r lacement shall be borne b the Landsca Contractor. Onl one re lacement in conformance with the rovision of this V 1 eP Y Pe Y P P
section will be required for each plant declared dead, in an unhealthy or badly impaired condition, or missing at the time of Final
Acceptance, provided the replacement plant is still healthy sixty (60) days after installation.

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4' 4" earth saucer
Fi Finished grade
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Planting soil mix as specificed
' ~ Backfill with 6" depth of topsoil
©MAP /N/p MAP c and tamp until firm, /N/p
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CAUTION
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, DRAWN
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES M.C.C NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT CHECKED
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE D.E.P
UNDERGROUND UTILITIES. DATE
G ***CAUTION*** 01/23/08 SCALE
1"=20'
N.C. ONE CALL: UTILITY LOCATOR SERVICE JOB No.
250097P
Plot Date
F3 DAYS BEFORE DIGGING CALL TOLL FREE 1-800-632-4949 01/22/08
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. SHEET
WP 31
JOCOW-wetland planting.dwg
REVISED: 01/22/08

NOTES: ~ N~F BEST : .
THE SUBJECT PROPOERTY GRAPHICALLY APPEARS TO BE IN DONALD RAY WEST
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY NC ~ MYRA WEST
Z ~ FLOOD PLAIN MAPPING, EFFECTIVE DATE 12/02/05. ~ \ DB 861, PG 49 49
~ COMMUNITY PANEL # 3720163700 J. N~F
Jc~~
o IRON PIPES AT ALL CORNERS UNLESS NOTED OTHERWISE. SON-LAN CLASSIC ~ \ ~ ~
m DEVELOPMENT CO., LLC~
THIS SURVEY CREATES A SUBDMSION OF LAND WITHIN DB 1832, PG 333 \ ~ /
~ THE AREA OF A COUNTY OR MUNICIPALITY THAT ~ ~ ~ SITE
z REGULATES PARCELS OF LAND. \ /
r \ /
5 NCGS "OAK"
a YCONTROL~/ / p168~~y~ ~ °.i °~o°~CHRISTINE W. BROUGHTON N=207021.866 m 6,52
N F iPS N~ CORNER N ,pE MINE BAREFOOT BARffooT ~ ~F DB 1417, PG 450 E=651037.914 m x'43
DONALD RAY WEST / EIP ¢ AMN K. BM600T 'm DB 1286 PG 472 i BAREFOOT ~ ~ SCALE=0.9998927 NCGS "40 DRD" iPG472i
S 1~9, } MYRA WEST R I~ ~ 6~"~ ~ya9~ NAD 83
~ fi° m ~~t DB 861, PG 49 ~1~~ 3'I~a~` bk^J~33~ N~ ~y~5'~ N~ `~s~x,~ 16 N=207306.542 m
JOE MIKE BAREFOOT ~ / %p~p' E=652359.730 m
o QROx~~pS~~~N . j ~ IPS iN ~ ei. ~ PPt~ p N NG ~2 ~ ~~~y 9~1 P ~ °r BILLY RAY BAREFOOT ~ i~ SCALE=0.9998930 OB 1593, PG 797 ~ : , :•.r ~ ~ VIgNITY MAP
< a d rN~ ~ 'N~l~ /N°"PSC~ iPS ~ TRACT 4
IPS LINE TABLE
O ~ ~ ~ ~ N /e6 EIP~gy~, 8 i 3.35 Af~tESS, r~ J ~ /~3' ONTROL
S . ~ , .
S ~ Ne ~g RN,ER j ~5~~' IPS ~PS IPS ~ ~ : : ~ ~ ~ ~ ~ ~ . ~ UNE LENGTH BEARING
. . ~ _ . l1 105.85
•k \ N /F
~ o .G ~ 1'/~ IP~~IP4,) / SPgSRyPTRACT 3~ IPS wv~ ZO '~'~`,~P~!?~~k~ . ~ . ~ ~ ~ 1. L79 49.85
. ~ ~ ~ ~ ~ ~ `~sy,~. DONALD RAY WEST 1.80 141.91
W ~ / ~ _ - l~Y~7y N7f~4, `L~ ~P ~ DNS N ~ ~ - : o~,\ JUNE WEST L81 110. ~ 3 ~ .
F .S ~ ~ - j N- ~ i~~ s ~ ~ PS ~'1 PS IRS . ~ 6~`...~ ~ ~ DB 861 PG 49 ~ •
F ~ L82 118.59
~ $ ~ ~ ~ / / ~ ~e~~ APPROX. LOC~ ul ~ ~ ~ ~ ~ / ~ IPS ~ - ~ ~ ~ ~ '6~g~~. ~ ~ ~ , ~ ~ L83 31.67 N '1 '4 "
/ ~t/ ~ ~ \ w 100 YR. FLOOD . ~ . ~ L84 125.92 N19'1311 W ' : ~ ~ ~ . ~ . ~ . L85 183.82 N
.,k4~: ~ : ~ . . ~ ~ ~ L87 17.97 •4'
~ ~ ~ ~~~~N/q ~ . , L92 92.30 Sg
r ( 2h w ~IPS IPS ~ ~ plpf~l ~ . . ~ L94 149.16 .1 ~ .
IPS ~ ~ ~ ~ F\gSEM
S . ~ ~ . , ~ ~ ~ L95 37.78
. ; . ~ : ~ ~ : LEGEND:
I g ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ EIP- EXISTING IRON PIPE
I I MARATHON DE/VELOPERS, LLC ~ TRACT 2 DB 1601, PG 356 g,~ .r
' ~ ~ ~ ~ ~ . ~ ~ ~ . ~ . ~ . ~ . i EIS- EXISTING IRON STAKE
~ ~ o~•...~...~ ~ ~ ~ J~.~ IPS- IRON PIPE SET
o~ ~ ~ ~ IPS WALMART b~ \ $ JOE MIKE BAR N F ~ ~ ~ . ~'~C.J; ; ~ , , CP- CALCULATED POINT
I ~ TRACT 1 P ~ BILLY RAY BA S ~ I AREA = 40.89 ACRES S G MIKE BAREFOOT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
RAY BAREFOOT ~ ~ : ~ ; ~ ~ . ~ : . .
~ ~ I I z ~ DB 1593, P ~ ~ ~ 1593, PG 797 ~ .
802,86 \ ~ -
~+4 I I- I p IPS ~.19~ IPS IPS IPS , . ~..i~:.
v Z ~a
= a~ N/F I w ~ ~ n
av LOWES HOME CENTERS, INC. ~ Q I ~
Ex CLEVELAND CROSSING -PHASE II ~ w
o$ PB 50. PG 497 I Z JOE MIKE BAREFOOT ~ ~ ~
BILLY RAY BAREFOOT ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~
DB 1593, PG 797 ~ rte.
I o ~ \ . ~
~ I W P ~ ~ -b ~ a I \
~
P R E L I M I N A R Y
~ , = 9~.~ BPS IPS
~ i FOR R E1/1 EW ON ~Y
CER7IFICA710N O r ~ I FIEREBY (~It a AND DESCRIBED ~ o~ et IPS ~ IPS ~j JURISDIC710N OF 1CATION OF OWNERSHIP AND DEDICATION:
~g~~ R $ ~ i E~5 58.,,~2g w REBY CERTIFY THAT I AM THE OWNER(S) OF THE PROPERTY SHOWN
DESCRIBED HEREIN, WHICH IS LOCATED IN THE SUBDIVISION OWNERS:
NCTION OF JOHNSTbN COUNTY AND THAT i HEREBY ADOPT THIS MARATHON DEVELOPERS, LLC.
ASION PLAN WITH MY FREE CONSENT, ESTABLJSH MINIMUM BUILDING
CK UNES, AND DEDICATE ALL STREETS, WAU(S, ALLEYS, PARKS AND 1877 MATTHEWS ROAD
e o ti \ ~ ~ ~ ~ ~ \ J N ~F ~1BAGC LJNES, 5 ~ STEPHENS CENTER, INC. 07HER SITES AN ~ E I EIP N~4~ o DB 3099 PG 745 SITES AND EASEMENTS Tn PUBIJC OR PRIVATE USE AS NOTED. CLAYTON, NC 27520
0 DEED BOOK 1601, PAGE 356
~ ~ ~ g $ ~ I I ~ ~ ,~i' DAIE OWNER(S) JOE MIKE BAREFOOT ° L~C~~
I I ~
D
~ CER71FlCAlE OF PUBLJC U71U71ES EIS DAlE - BILLY RAY BAREFOOT JAN 2 3 OWNER(S) 7909 SUTTERTON COURT 2008
E ~ ALL OBUGA710NS AND REQUIREMENTS FOR THE U71U71ES TO SERVE THE SUB~CT PROPERTY RALEIGH, NC 27615
g ~ o .G 'c AS SET FORTH BY THE JOHNSTON COUNTY PUBIJC U71U71ES DEPARTMENT, HAVE BEQ~1 MET DEED BOOK 1593, PAGE 797
~ AND ARE SATISFACTORY FOR THE PURPOSE OF RECORDING THE SUBDINSION MAP.
a go ~ ~ JOE MIKE BAREFOOT
Z~ B~ p S g a~croa of u~~srnuc1u~ 55.33 ~ s~~ + .37 • a 55.33 ACRES ORIGINALLY ANN K. BAREFOOT 7909 SUTTERTON COURT
.37 ACRES ADDED RALEIGH, NC 27615
55.70 ACRES TOTAL DEED BOOK 1286, PAGE 472
~ SUBDIVISION ADMINIS1RAi0R'S (~1271FlCA7E 55.70 i g~~ i Homer c~nFlr ni~r TM s r~coRO N
RECOMBINATION/SUBDIVISION SURVEY FOR:
~ ~ g ~ ~ ~ AREA BY COORDIIdATE COI~UTATION Pu?r His emr Fourro To coM~Y w~7H GARNER DEVELOPMENT PARTNERS, LLC ~xQ o~•It~3~~'2
w s~~ ,TMwEiuc~m~u m~u ~~~iu~r~rv iu~_ ~Nn / - . ~ . ~ ~ I A !1 ~ A 1 !1 A /1 TI"1 A /'1 T
n~i?'r' i?iis ~i%T' HAS emr Ti~ov~u Foa
E 200 100 0 200 400 RECORDING IN THE REGISTER OF DEEDS OF &11 SOUtHWIND ff I-4U ~ IVL 4L I KHI. I
JOHNSTON COUNTY. ~
SURVEYING AND 201 GLEN ROAD TOWNSHIP CLEVELAND COUNTY JOHNSTON STATE NC
GRAPHIC SCALE ° SURVE
~ ~ o DATE sueavIsIoN AoMiNisTw?raR `ENGIN ENGINEERING, INC. GARNER, N.C. 27529 SURVEYED BY DRAWN BY 919-773-0183 JC PLJ
919-773-0148 (FAX) DATE -7 SCALE DRAWING NO.
t11~91P*r,•n ~'~!/'IR/"!'r^„-,« /'s xa^'+ r,-.. in '1 nnn" s-..