20070343 Ver 1_Site Plan_20070402

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i ` She undersi ned hereb cer#ities to Lower Hame Centers, lna. that this 9 y
1 survey was actually made upon the ground; That it and the information, courses, angles and dlsfances shown thereon ore c,orret#: #ha# this survey
f'l?c}P4S6L? LUW6''S PARCH. A ortian of this ro aerty Lies within cr spec?ai flood Hazard Area +'~one X carrettty shows location of all buildings, sfructures and ofher tmprovemsnts
p pp . and shown on f1RM Ma 37213469 C3~b , Shaded} as determined by p Sahex j All that tmct ar parcel of land lying and being rn Plft county, North an the premises, including, without lr'mlta#1on ail known sires#s, easements, Schedule 8-Section 1! rile E;xceptlorrs rl ht~-af~wa inalrader! irr the title abstract rn~?ided dnd utihf IJnes ; #here g ys p y
dated January 20114, Gamlirra sand bein mare articutarl described as fcrltows; Lawy~ i p y i Lawyers 77f1e insurance Carporatron are no a art welts b encroachmen#s art ad uinin remises, s#reet ar P , 1 9 P
• ta! rour~! disfances unless otherwise amn l All d?sfances shr~wn heron are horl~or7 g C`ammencr'ng from a conc. r,/w man, found at the miterd intersection of Commrtment ~Sg8545gT; EtfeQtive gate: 1Jecember 2~ 2g08 arts s of an of sold buildin tares or lm vemen#s or t y Y 9sr s#rua pro { } encroachments upon the premises by any brwrllding {except as Shawn an
Hated, ~ ~ ~ -af-~w of Fcx Haven Dr, 6p 1? W and the western } the southern right ay { / } Matters Shawn on plat recorded in Map Book fro, page Pr'ft County survey}, sfructure or nfher improvements situated an any adjoining
NGVA--88 Datum. ~'leuatlan deterrnlned -af-wa of NC Nw 33 ariable R thence with said ri hf-of-way ~~'~ls ~levattons spawn are based on right y y 9 Registry. {C1TY LtMt~ LINE A5 PLOr~} re i e u h , p m s s as of the dote of survey exce~# as Shawn an s rosy , P ysrcal evrdence of boundary fines on all sides of the premises 1s as stated eta
' i f.'S Stations "Wachtn tort ; "New 8em", of NC Hw . 33 with a curw~ arming to the right with arr arc length of thracrgh 1~PS avs~ervatians us ng CU g Y , " w th a chard bearin of S 3S 14 42 and "Wrllramsfan . 157,7, wFth a rudrus of f47~.43, r g , 7"wenty ~'20~1~-foot easement as shown art pla# recorded In Map Book the strive , y
with a chard ten h of 187.72 tv the True Point crf Begrnning; thence Page: Pages 143 and P Pift County Registry. {Rl~"EC~S Sl?~ AS PLA7'1~'D} 1 hereby cerfify that this survey has been made using the title commitment
e me od. cantinueln wi#tr said right•-afwway the fallowing ~r11s: along a curve Areas calcutafed by ccrordinat ttr 9 ~ turnip to the d lrt with an an; ten th of 115.78; with a radius of g 7"akFngs far NC Highway 3'3 by the North Carolirrd Clepartmenf of provided by Lower Nome Centers, Mc., fhot there are na encroachments
i g, ~ • s u Contact ra/ysr Aufharities Before buttdrng near utility l?nes, far easernerrt 1071.97 with cx chord bevrin of S 331!1 Ci4 ~ with a chard length of Tarns, ~ t' 1' ~ " r , ~ r 1 n Trrrnspartatian retarded in Boak 8~4, Paga 84-3' and Soak g65. Page 8G4, except crs shown, and that the survey is aorrec# #o the beef of nay Pitt Count p'e isf Sl~U1'HWE`ST~RN R W UNE L?f HiN}', 33 AS PLDT7~p knowledge and belief.
wroth and restrrctions. Ufilities are approximate and should be verified pricy ' thence 5 ,~D'44 a dstance of 79.58; therrca S 2a 53 ~ Prtt f 115.7,x, , to airy construction a distance of 491,12; thence S 26'111'26" E a distance of 225.02; Y 9 ry { /
„ di an a of 25(3.00'• 5} ~c . thence leav?ng card right--of way S 63'37 ~ W a st c , ° ~ ! hereb certi a anion of this ro cert lies within a s eclat Flood 5} Easements to Crown Cammunlca#rans as st# out rn Memorandum of Y fY p p P y P
This survey has .bean prepared for the exclusive use of the person or ~ " t N 83' 7'4.2" a Lean (hence S 28 18 l~ a distance of 217.8Q , hence 3 E~ entities named hereon. No express Qr implied warranties with respect to OUTS, Lease recorded in Soak 95,E Pa a t2t Pr~# Count !t let . EASEMENT' Hazard Area as determined by f~MA and spawn an Flh'M Map ,3718469 qOJ, 9 Y ~ ~ , aUlSiDE L?F PROP{7SED PR4P~'1~TY f.1N1~ AS SHOWN ON SU f,Y; Dt`rES N41' dated January 2004, mis determinatan was made by graphrcally
di lance rrf 299.25' to the western ri frt~af--we of NC Wwy 33 (Yarlabte the tnfarmatron shown hereon are to be extended to airy persons ar s 9 y, AFFE~ ' hown hereon. thence ~ 26'103'26" ~ a distance of 50,f11; thence leaving said deferminrng the pasifrnn of said site on said FIRM Map. AFFECT'}
entrfres other than those s . ' f wa S 53'41'42"" W a distance of 42;7.76; thence with a cun+e t, Michael S, Perdue, Certify that this plat was drawn under my supervrsran right a y ~ pi • s . a } Possible dedica#!an of extens%ns of Deer freld Raad and Quail Hallow
. ctu 1 curve muds under m su ervrsicn deed description turning to the left with an arc Length of 191.90, with a radius of 275.Q0, Read from an a s y y p ~ Read recorded in Map Book 22, Page 12, Map gook 23, Page Bq and Map
4701 and Bpok l 40 432• that the ad"oinln with a chard bearin of S 43'42`16" W. with a chord length of #88.03; j recorded ?n flack 1587, pg , P9 ~ 1 9 ng u Book ! baandary tines spawn were not surveyed; that the ratio al` precision as thence N 82"p2 42 W a drsfcrnce of 174.39 ? thence N gT4a 03 a Rack 24ti Page 94~, Piff County Registry, {UNABLE 7D DL7~'f7M1NE ANY pED1CATIQN FRC}M DOCi1MENT~
. . w a~arc ~ ~ an alai error of 3 seconds er seta acrd ~ w r lance of 3D6.OS thence crlcuiated i, 15,800 with an g p p drstanae of 2Q9.46, thence N $15909 lads ,
was not ad usted~ that this tat was prepared in accordance with C.S, ~ ~ ~ • f i then e N 36",58'39" W a distance of 1 ~ p N 3S 58 W a distance o 12 ,48, c 7 Uc . J A 47-30 as amended, Witness my angina! .signature, regisfitatran ~ and seat 0• " W a distance of 9.77 • thence N 2613 W a 55.49 , thence N 2 05 d3 ~ unrec 7 pu#!es and obli atr'ans of the insured and r1 his of others under on } unrecorded lease % favor of the State of North Ctrrolina evidenced by that
i r da of October 2006. 1 „ th s 3 d y dist~rnce of 32 1.13 , thence N 38 0513 W a distance of 77.56 , thence N certa r w «".wwr,.w w+,.w..w....w.we.o.w.rriw.+r certain Memorandum of tense recorded In Book y12, Doge 8'33, Pitt
. ~ 36'2U'34" E a distance of 195.76; thence N 3531'g9" l` a distance of Coun~ And further certify that this survey rs of existing parcels of land. existing " " U an isfac s e his exee lion Mlahael S. Perdue, Pt,S~ t,~-4322 Date County Reg1s#ry NOr~'. p recerpf of sat tart' urv y, # p will ire amended ar deleted, (7~'RM OF LEASE MA17CH 1, 19S 1 7HRU FEB.
. chap a 58.84 , thence S 109 33 ~ tt distance of 153.7'4, thence N 36 07 02 !w will to strucfiures and buildings and does not create u crew street or g . f 45.40'• (hence N 25'Sfl"55" IN a distance of 48.21' to a 28, a distance o 2 , 28 2gg2 }
~aosting sfreefs, M , 1/2 open tap, thence with a curve turning to the ieft with an arc lengfh 1, Michael S. Perdue, Certify that this plat was drawn under my supervrsrora
_ radius ag ,~r~t.95' wifh a chard bearrn of N 4f1'~47'22" 8} B~ of 110},05, with a g W, with a chard lengflr of 1fl9.44' to a 5/8" rebar along the southern the t Ri h s of a#hers fpr fn ress and a ress u ores in and to the Ube of tram an actual survey made under my supervlsian {deed descrip#ian 8} g# 9 g P?P ' recorded Fn Bon 1 a e 9 and as m re retarded rn gook 1587, pg 4Tq and Book 1 4q, pg 43'2, that the adjoining the thrt#y foot easement k 587, P g 43 , { o
ri ht of-wa of F"axhaven Dn {60' 1?/W}; thence with said r~'ght-~af~-way N partir g y , boundary lines shown were not surveyed; that the re#ip of precision as partrcularly descnbed in Book 1 q4q. Page 811 and ETaok f 04q, Page $19}, , calculated 1" t5,5gq ~vl#h an angular error of 3 secarrds per setup and
I ,35"59'18' ~ a distance of 60.29' to a 5/8" rebar; thence leaving said Prtf i Prtt County Registry. (30 L'SMl' AS PL0T7~D; DgES NO'f Al:f"EC7` S1rE} ~ , was oat adjusted, that this plat was prepared in accordcnce with G,S"
right~of-way with a curve turning to fhe right with an arc length of 4 ' wi radius of 361.95 ; wifh a chord beari'n of S 38' 16'!37" l=, 9} Ri 137. 6, ttr v 47-3q as amended. Witness my or'y"gloat signature, r+~glstrafion ~ and seal 9} Rrghts of tenarr# ~'s} rn possession under unrecorded lease (s). NUTS , this 3rd day of C?ctober ~q6,
Michael S. Perdue, l'L8~ L~4322 ate f 1 .63' to 5 8" rebar thence 5 26`44 54 tx a 1Jpan with a chord length a ~ a , lJpan roceipt of satrsfactory owners affidavit t"egarding matters of ossessian, this exception will be anaanded ar del~sfeal n forth r elf fhe f silo reels of land existln
distance of 14.66' to a 5,x'8" rebar; thence N 31`59'4x" ~ a disfance of poser 64.44 ; thence N 5Q"03'53" E a distance of 269.53' to The True F'alnt of P A d e c rt y t thrs survey is v exl g pa Q structures and buildings and does not create a new street ar change
. 103 F Beginning ?q~ Resfrrctons contaha$d in Memorandum of Cease retarded in gook 712. existin streets. g
Page ~ ~ f G.Cdr Page 8~3? Pt#t County Registry. {TERM 0~' l~lASE MARCH 1, 1891 7NPU . 28', 2gg2}
Sa?d Parcel having an area of 8,9637. f square feetj19.28 Hares, a
11} ~ tows 11 The followln matters shown an survey entitled "Prelltnlnary Survey far ~ 9 Lowe's Hame Centers, lnc~ prepared by Michael S. Perdue, PLS ~L~322}
o#tdS1 ofMSP 8s Associates f.and SUrveyring, 1nC., dafed qc#aber 3, 2'gg6, Jab
Num! Number 0626q,: a} streams and stream channels exception is taken to " k~Gchael S. Perdue, PLS~ L~-432. Date
. the r area the rights of others rn and to the uninterrupted flaw of card streams}, b) area of overlap cantairting 5T3.2 square feet {exception is #aken to the
ti#le title of said overlap}~ t} thirty {30~-feat utility vcccss easement {see item
$ ref 8 referenced above}
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LEGEND
STANDARD ABBREVIATIONS STANDARD SYMBOLS PAD SYMBOLS
CB CATCH BASIN f~ POWER PI cast IRON H WATER VA POWER POLE WATER VALVE
CMP CORRUGA: ED METAL PIPE SANITARY CMF CpNGRETE MONUMENT FND SANITARY SEWER MMHOLE
CT CRIMPED TOP PIPE STORM SI AI DROP INLET FIRE HYDI STORM SEWER UMHO .E FIRE HYDRANT
FNC FENCE FND FOUND X 000.00 SPOT ELE n SPOT ELEVATION
G GAS ) GUY WIRE + A~V} GALV GALVANIZED 7Ic7It r1 I -G- GAS LINE, IE INVERT ELEVATION .....yt.... WATER LII I GUY WIRE • GAS LINE.,
as JUNCTION BOX " WATER LINE
l MH MANHOLE r...e POWER LI N.C. ONE CALL. U1ILITY LOCATOR SERVICE OT OPEN TOP PIPE POS POINT OF BEGINNING E UHDERCFM POWER LINE / & ASSOCIATES UHOERCROUND POWER LINE CARO
R8 IRON REFORC,NQ 9AR -FM FORCE Mi RCP REINFORCED CONCRETE PIPE FORCE MAIN Q` © tS 1 p ~ y
L3 GAYS BEFORE DIGOIN0 CALL MLL FREE 1-800 -632 -4949 5S SANITARY SEWER TRAFFIC I i TEMP TEMPORARY TRAFFIC FLOW ARROW t~• LAND SURVEYING ilNC. Q
RLP LIGHT POI A ONE CAL. S' SIM FOR COMMUNITY AND JOB SOM. p~ W wv~ CONCRETE LIGHT POLE a SEAL CONCRETE MONUMENT L-43
ORAPHO SCALE OHP OVERHEAD POWER IPF IRON PIN FOUND IRS IRON PIN SET GAS VALM GAS VALVE < 123 PARKWOOD DR, GREENVILLE SC 29609
p I E A s E rv o r s 0 , CPP CORRUGATED PLASTIC PIPE 4 60 120 180
INF(1RMA T/ON MOSL MINIMUM BUILDING SETBACK LINE RfCARD7NG THE PRE5EN0E 5/ E AND LOCATION AF UNfi7&RGROUND 4177LI77Es IS SHOWN HEREON, IIHIS INFORMA UON HAS 8CCH SHOWN BASED ON rHC P 0 BOX 3843 GREM YILLE , SC 29608
40CATl0N OF A80VC CROUND APPL7RTENANCES, AVAILAOLE DESIGN PLANS, AND FLAGS AND PAINT PLACED 9Y 771g' UNDCRGROUND PROTECTION SERInCE NO CCR17FICATIaN PHONE: [phone]
IS MADE A5 TO 7HE ACCURACY OF 7NOROUCHNES9 OF THE INFORMA77ON CONCERNING UNDERGROUND 07LITIE"S AIVO SrRl1C7URES SHOWN HEREON PAX; [phone]
i MICW a S. PERDU!" AS L-4322 www.mspsurveying.com
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REI "v' I S 10 N S
PFRE-BID SET POST BID SET ISSUE DATE ISSUE DATE
VICINITY MAP -NOT TO SCALE
DATE DESCRIPTION
1117105 40% SUBMITTAL
1215106 90%. SUBMITTAL
2126107 100% SUBMITTAL
317107 RESUBMIT T4 CITY
S PROJECTLOCA7/ON 3116107 RESUBMIT TO CITY
3126107 100% SUBMITTAL
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FREE ILL GOVERNING AGENCIES LOWE $ HOME CENTERS INC.
01
1645 CURTIS BRIDGE ROACH
WILKESBORO, NC 28697
336.658.4400 (V) 336.658.3257 (F)
Paz ~ O
THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPROL7I.JC"TION
PLAN APPROVAL TELEPHONE IN WHOLE OR PART IS PROHBITEDWITHOtJT THE EXPRESSED WRITTEN CONSENT OF LOWES HOME
CENTERS, INC. COPYRIGHT 20M ALL RIGHTS RESERVED
CITY OF GREENVILLE EMBARQ
PO BOX 7207 1528 BRIMREY DR.
GREENVILLE, NC 27835-7207 GREENVILLE, NC 27834
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252-329-4506 252-355-4503 ¦
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FAX: [phone] ATTN: GARY JONES
ATTN: E. WAYNE HARRISON
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WATER AND SEWER ELECTRIC
GREENVILLE UTILITY COMPANY GREENVILLE UTLITY COMPANY "Y
PO BOX 1847 PO BOX 1847
GREENVILLE, NC 27835-1847
GREENVILLE NC 27835-1847
252-551-1569 ~ ~ ,yrrr.. 1"~' A~ CVIi'~TI1?!t"* ~/'lwii'11TIP1~~
`~j~u v-v~, crv ~v vv~vI tviv
"`m'u'm"" ATTN: JOHN WORRELL
FAX: [phone] (PLANNING C-03 SITE PLAN
C-04 UTILITY LAYOUT AsSOCIATES, INC C-05 GRADING PLAN LL'
ATTN: CLIFTON H. CAHON DEPT OF TRANSPORTAION
C-06 EROSION CONTROL PLAN PHASE 1 & DEMOLITION PLAN )LAN
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NATURAL GAS CITY-OF GREENVILLE LAND PLANNING ASSOCIATES OF NC, INC. C-07 EROSION CONTROL PLAN PHASE 2 . Lu Y
GREENVILLE UTILITY COMPANY DIVISION ENGINEER 110 WEST '1ST AVE. SUITE A C-0$ EROSION CONTROL PLAN PHASE 3
PO BOX 1847 PO BOX 1587
EASLEY, SC 29640 C-09 SITE DETAIL SHEET C-10 SITE DETAIL SHEET Q
GREENVILLE, NC 27835-1847 GREENVILLE, NC 27835-1587 8641416072 C-11 SITE DETAIL SHEET m Lli >
252-551-1593 252-830-3490 FAX: [phone] C-12 UTILITY DETAIL SHEET 3: z LLj V V
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ATTN: CHARLES BUCK FAX:,, 252-830-3352 ANN: PATRICK RIVERS, P.E. C-13 EROSION CONTROL SHEET C-14 EROSION CONTROL SHEET w
10 ATTN: NEIL LASSITER, JR. C-15 EROSION CONTROL SHEET o Emma
C-16 EROSION CONTROL SHEET uJ >
PUBLIC WORKS C-17 EASEMENT PLAN 3C-18 POND #1 CROSS-SECTION z_ HZz
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CITY OF GREENVILLE 0W30. w~
C-79 POND #2 CROSS-SECTION
CITY ENGINEER 0 0 0
LS-01 LANDSCAPE PLAN _ ORIGINAL
1500 BEATTY ST. LS-02 POND PLANTING PLAN t ISSUE DATE: 1131/06
LS-03 IRRIGATION PLAN PERMIT SET
GREENVILLE, NC 27834 ISSUE DATE: 1215/06
252-329-4525 OS-1 OAKD01filNE WAY ROAD PROFILE CONSTRUCTION SET
SL-7 SIGHT LIGHTING PLAN, SCHEDULES, NOTES AND DETAILS .TAILS ISSUE DATE;
~ ATTN: DAVID BROWN DRAWING NUMBER;
SL-2 FIXTURE SCHEDULE, NOTES AND DETAILS
SL-3 SITE PHOTOMETRIC PLAN

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REVISIONS
PRE-BID SET ~ POST BID SET ISSUE DATE ISSUE DATE
• i • ft i1 ff ff if f f K"~,f } GATE DESCRIPTION
f f f f i f i~•+. f i f f s tl f r i f t f f f r ?""i' f f t 'a.,~f t t t M""' r~ r r s r? r y r r f f / t f q f / f f i f f r f ~ ~ ~ f f f f f f r y t y F~1'` r t r T r r ~y "'r, f f r f ~ i } f M f f i f f f i tl i f } f f f i i / ! i \ r t y r y r ~ r y r r t r t r r? * y f "~F ~w . f f f f i tl i f f r f i f i f f f f y f y f y.f f f f f f t y ~ y y T r y r ? y t r ? y tl i f f
f f tl f i f f f f f i/} f f i f r i r r y y? r y t y r y? tl* f i f f~ ti..., ~ _ y. y r y r y y r r y y r r i t i i f f r 1117106 40% SUBMITTAL
.,,,w nif+w+~~~ s'"""...,,,,,,,,, ~""«w~yM,~~ ~ y t `1 r r y r r y r r y r y r f f f f f t ? r r r t t r f f t t ~ ^ ;`w'"rr. y r r y r y y r* r t r r y i* t i+ i i i 1215106 90% SUBMITTAL
1 f } } f ~ } r * } ,/r ~1 t M .y+ f r t r t r r y r y,,*,~+ r y r y * t f i A r F Y y f~ p0 ~+^~n~"M"++w~ r t ..,W` t" r y r 1 r" * i r f M f`\, i i f y 2109107 DEVISED PER CITY
ppp ~ ~ y y y r r? t i * f f r ~~,,~..r~'''' t M tl 2x27107 100° SUBMITTAL
,,,..".~°r'"" r~ ~ ?r y r f f fM i f ff r * } * f f O ~ ~ r r f f rrr " `"O f f+ 1 f r * F f tl Ri f tl fi f t f r^' /
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/f ! ~ ( 3122/07 RESUBMIT TO CITY
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~ 77'3 Sf of P + + + + + r' 3 3 30 X30 80y
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~ i ~ Qop / / / ~ f / f ~ ~ ~ f ? j
~ /i ~ ~ ~ ~ ~ I / j'
~ / ii ~ l / I / I I f 1 / ~
r/ a ~ ~ t ~ ~ r 2.a ~
~ ~ i ~ ! 1 ! l 1 f 1
i / / ~ 1 l I ~ I Z
~ I J I a 1 ~ ~ 1 I 1 } ~ ~ 1 1 J t1? t~ ipo
t 1 I ~ 1 I I i I c4 O, J ! I ~ 1 I I Lwu
C ~ , ~ 1 ! I ~ ! ~ / I 1 t3~ f ~ ~ l ~ 1 ~ I 1 1 f ~ ~ a,, . JIM. z a.
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J 1 i fi~ ~ , ! 1 a r 1 1 , Q
I ~ / I ~ 1 ~ 1 1 ~ \ ~ \ l 1 "'m
I / A I ~ 1~ 1 ~'1 ~ ~ r,
i ~ 1 I f ~ ~ \ \ ~ i ~ r \ k 1 M
l r ~ i ~ ~ 1 N
~ ~ r~ 1 C (L) f X)
i / 1 ~ 1 ~ ~ ` ti ~ ~j~ wr
c ! 1 1 1 o ~ ~ \
r ~ ~ ~ ~ ~
~ ~ ~ ~ ~ 1 ~ ~ ~
~ i ~ ~ ~ ~ ~ ~ ~
i ~ ~ ~ ~ ~
i 1 G tV,l 7 ',eyo
~ PLANT L1sT } ~ i AR RI R. ~ MES .,f ES
Plantin Area uanti ~ q . ~ 1 . / D i ~8- ~ . 3 r'f 1 ~ LOWE'S MOMS CENTERS, INC.
~ Sc`entifc Name Common Name S mbol PQND 1 POND ~ ABBFtV¦ r Y ~iZe R8 U~1'e~l"!e~'I~S'i ~ q
z / f . ~ / 1605 CURTIS BRIDGE RD.
n ~ ~ ~ ~ ~ ~ C T ha latifolia L~ Braad Leaved Cattail 6862 sF 1982 SF B Yp vvvvvvv f - / / 2.4 x 2.4 lu s ,r WILKESBORO, NC 28697
V9vS7V'~D ~ / ~ /
y ~ W Po onum ens lvanlcum L. Penns lvania Smartweed ~ / ~ t~ / 3 0/ ~ d seed ~ / 336.658.40D4 M 336.658.3257 {F}
y 4983 S1= 833 sF PS ~ p Y Y w w Y W w ~ / i / THIS DRAWING IS THE PROPERTY OF LOWE'S / HOME CENTERS, INC. ANY USE OR REPRODUCTION
~ / / , ~ / IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S }TOME
Potamo eton cris us L. Curl Pondweed } ~ 3119 SF X282 sl= CP 9 p Y F d ~ ~ r see ~ / ~ ~ { CENTERS, INC. OOPYRIAHT 2403 ALL RIGHTS RESERVED
a. ~ r / f ! ~ / ~ e'-
M Y ¦ ~ ~ s F Panrcum v~r atum witch rays i ~ / i IU S / / p ~ ~ r
f ~ 1569 S sG 9 ~ ~ ~
. * ~ / ~ al. and #ublMn ~ * ~
`biscus moscheutos Marsh Hibiscus ~ 79 43 h~ g ~ + / ~ / / / f
d ~v ~ + + / /
¦ ' W~nterber 25 1T ilex vert~crllata ~ al. 1604 sf ~ ~ / /
~v ~ t w / f
lln nzoln ice Bus 0 34 20 dera be p a~. 1 + + t w w + + / F
W + + ~ * ~ ~ ~ w MARapR~~ R. OLME tyL"'COLME~r
b 18 12 clethera aln~folia Summersweet ~ ~ ~ + + w ~ '
/ DB. E8 PG. 39 W W ~ -.w 4 ~F I `PG. 3~s
I ~ ~ 5 5 sallx nigra Black Willow t '1 w W ~ r
} w / / w / r r r r
b Q * + ,r ~ W r''r
Note: Contractor ma rov~de alternate lant for a royal based on conflictwith availibili 1 lantm season l c i Y p ~ PP p 9 529 sf '$33 sf 5@aSOt1 ~ C4s~. v 7 ~ of BC ,af PS
~D G U V v w 'w r' ~ ~ i
e r
~ ~ ~ ~
Q 0.
o, WETLAND PLANTING CALCULATIONS:
b FOR THE SYSTEM 70 FUNCTION AS A WETLAND, 70% OF THE 38. +
AREA NEEDS TO BE DESIGNED AS A MARSH WITH A DEPTH OF \ %V"`
0WITH AN ALMOST EQUAL DISTRIBUTION OF AREA (35°l0 + + -t + 0 '`1869 sf of SG M k ? M • . • M . + + + + + LL,
o AND 35%) BETWEEN 0"-9" AND 9"-98". cra /4 +
0. 0aa { + + pop
°i FOR POND #1 o a4 . , v , io W
TOTAL SURFACE AREA AT BOTTOM OF POND: 20,344 SF L6u
35% OF AREA: 7,120 SF + W.vvvv tS~ + t 26788'f of CP + + oo `
~ AREA PROVIDED AT DEPTH OF 61NCHES: 7,737 SF (36%) 7 S ~ + vV' r7""T7 i
AREA PROVIDED AT DEPTH OF 12 INCHES: 7,227 SF (35.5%) - + + + + A453 sf of C , ++++++`~zt, + Ovvvv \7 as CL v
0 + + + + + + +..-:1- r 000 0
FOR POND #2 + + + + + + + vvvvV 0a0ao + + + +
TOTAL SURFACE AREA AT BOTTOM OF POND: 12,197 SF Z~ Z
`n 35% OF AREA: 4,269 SF - w z
m AREA PROVIDED AT DEPTH OF 6 INCHES: 4,384 SF (36%) Z J w
AREA PROVIDED AT DEPTH OF 12 INCHES: 4,282 SF (35.1%) o LL OC-i
U
i CL 0 o'
3 O C] z z
U W W .Z W z
2 w w o oc o < oc o
I ~ CL w
***CAUTION*"* a .r
~ c v ro N.C. ONE CAI.I., UTILITY LOCATOR SERVICE ORIGINAL
ISSUE DATE: 11/1106
y 3 GAYS BEFCRE DIGGING CAL. / ° TOLL FREE 1-800-032-4949 A ONE GALL SYSTEM FOR COM&kHTY ANO JDW SAFETY PERMIT SET
3 ISSUE DATE: 12/5/06
0 J GRAPF' SALE CONSTRUCTION SET
ISSUE DATE:
T„ E OWPOW VMM 900 NNE KM LMTM 30 o is 30 so 1w SURVCMR Wm= ~a ~~0 DRAWING NUMBER:
utunp 54OMM Dower ALL worn Unum M TW uWA, BTM N *RAM Ok A8400WO. W SURVEYt RNANFJR DM ~wx v#j"vmr TINT 7W VWDM UMD VMM "W Aft N
YM DOM LMTQW VOCATM. ALTMOVBM ME DDea CERIFT TW+1' SAW L ne I Hm "or PMftE ROM LOW WO"W" IM (IN FEET)
d: uNq IO g1Mlm 1 inch = 34 ft LS W2
• - - -
-

REVISIONS Q PRE-BID SET POST BID SET
ISSUE DATE U ISSUE DATE
I. GATE DESCRIPTION
FINAL GRADE ~Y~/~~ 1117106 40%. SUBMITTAL
PAVED ENTRANCE 1 WIN 90%« SUBMITTAL
/ ASPHALT 2/09107 REVISED PER. CITY
DRIVE 2127107 100% SUBMITTAL
S5 ~ PAVEMENT 317107 RESUBMIT TO CITY
3122107 RESUBMIT TO CITY
EM EMBANKMEN WITH 3:1 p ~ ~ MANHOLE 31
~ S~ 2;1 S S~OPES AND ~
S ILLWAY TO AIN 2'~-~~ ' CROSSING
50 ~ SLOPE ~ PCS i EM PCSOL. TOP OF SLOPE I'~ 15" RCMP
EMBANKMEN @ 42.0 TOP F DAM ~
~ i ~ ELEV. 46.0
TEMPORA Y POOL TOP OF OF ISER: 43.5 36" DIA.
'i ELEVATIO~(1" ~ 24•• i ~~5 RUNOFF V LUME) (3)
24" DIA. RISER TRA$~H RACK
(3) "ORIFICES ' CLAY CO E FOR SEAL
LEV. 42.0
@ ~ DAM POR ION OF
3:1 ~ ~ i (~~Z..p 2" D .ORIFICE i POND
ELE . 39A ~ 210 LF of 1 j
SLOE i ~ i @ ELE 40 ~ i FOREBAY ARE i PO
PO D AREA ~ ~ RCP @ 0.5%
~ ~
~~i : t3 1~illlk
z
~ ~ \ ! 0 low
z ii . 2 m N
\ANTI-SEEP N Z. O 0) .0 va d L? ~
35 I WETLAN . Q t!7
CQ~LAR i - 'a'mp
i PLANTING TEMPORARY POOL ca
~OOL CONCRETE j v
SNP) ELEVA ION (1" ANTI-FLOTATION ~
(SEE LS- 2) RUNO F VOLUME) m
1ME) ~ DEVICE r4;,
3!S'x3.5'x1.q' ~
i ELEV. 0.1
i 30 ~ _
LOWE'$ HOME CENTERS, INC.
1605 CURTIS BRIDGE RD. WILKESBORO, NC 28597
\ ~ EXISTING G~DE 336.658.4000 (V) 336,658.3257 (9
? r THIS DRAWING IS THE PROPERTY OF LOWE $
25 ~ i HOME CENTERS, INC. ANY USE'OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE
j° i \ _ EXPRESSED WRRTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2OQ3 ALL RK3147S
~ E i RESERVED
i i, ~
71 LF of 15" RIP-RAP APRON
RCP @ 5.0% WITH LEVEL
20 SPREADER
g i ~ i II
I~
15
s i ~ I i
f
tT
a
c 10
0. PRESSURE
C RELIEF HOLES STIFFNER BAR Q 1 1/2 ' DIA SEE DESIGN CL
va ABLE) m
z G7
C TOP SEE DESIGN q) TABLE), PRESSURE O UJ ~uj
~ RELIEF HOLES MAY A A BE OMMITrED IF
I ENDS OF CORRUGATIONS OO SPOT WELD ARE LEFT FULLY
' N DIAMETER ALL AROUND ODES WHEN CORRUGATED Lu
VAR! TOP WELDS TOP IS WELDED TO O CYLINDER
O ~ > m z Z
a CYLINDER SEE DESIGN ~ TABLE 4, CY NDER MUST v) z LiLi Z Lr
BE n MLY FASTENED 0 M
C) TO TOP OF THE RISER 0+00 + } m ~ 2+00 3+00 4+00 5+00 W W
RISER OIA io w I o " VARIES SUPPORT BAR SIZE 3/4 L) j
MINIMUM, BARS ARE T BE WELDED TO THE TOP O N >
OF THE RISER OR ATTACHED BY STRAPS Z >
C) SECTION A-A ISOMETRIC VIEW TO THE TOP OF POND #2 CROSSonSECTION w z
THE RISERS U w w z
HORIZONTAL SCALE: 111 60' ***CAUTION*** Z L.Li 3: W
CONCENTRIC RACK AND ANTI-VORTEX DEVICE TABLE DESIGN BASIN NO RISER D#A IN CYLINDER MINIMUM SIZE MINIMUM TOP Now VE ICAL SCALE: NN N N.C. ONE CAL "UTY LocATOR MVIM O O ry W o TOR SERVICE u J
H (IN)
C ) DIA IN GAGE SUPPORT BAR GAGE 3 DAYS BEFORE ~ DIGGING 4Alt, E CAU. • ~
~ 1 24 36 16 13 #fi rebor or 1-112 x 16 GA G NOTE: THERE lob"" A 1 a. RIP-RAP SPILLWAY ALONG THE SI F c~ 14 g 1-1/2 x 3/16 angle ( ) 'HE SIDE OF THIS POND THAT DOES NOT APPEAR IN THE CROSS TOIL FREE 1-900-532-4g4g SECTION, PLAN, SEE GRADING A ONE CALL SYShN FOR COWUNRY MO 48 SWM, ORIGINAL 40 as SAM, ISSUE DATE: 11/1/06
i ~ MONO PERMIT SET
C ¦ corrugated Gvm*w ISSUE DATE: 1215/06
O THE vNeolow" Mum W" HAW SEEN tACAlm FROM FW SURVEY WFORMAI M AND ETDS W DRUrMM THE SURVEYOR M ME3 NO OUAF M TINT THE UNDER94DUNO M Lou"m CONSTRUCTION SET
MUM SMWW OOMMISE ALL WCM VnLM N THE MBA, UMM RI SEPOCE OR A60ftla. THE SURVE'f~ tiftTta An NGT MAMW THAT THE UNDERCWXM VTXJMS SHOMH ARE N "v~a"`~beo : ISSUE DATE: i SF4WW ARE M
LO THE MACT L0WW 0MAX0. ACTHOVtMT HE Oats CO MY NAT "0 Ate LMATED AS ACCM7MY AS Poss lE nmm wo"Tm AUAAlk4 TiM Vto;2r^lY WOATEO THE *0 cvm" NAT DRAWING NUMBER: LY uxwu THE
© TRASH RACK AND ANTI--VORTEX DEVICE 4
C503 NOT TO SCALE
Q1 o 0 C~l 9
1
- - - - - - -

i 1
REVISIONS PRE BID SET /r POST BID SET
50 ISSUE DATE A ISSUE DATE
DATE DESCRIPTION
1117106 40% SUBMITTAL
~ 36" DIA. 1215106 901p/. SUBMITTAL
2109107 REVISED PER CITY
2127107 100% SUBMITTAL
I, ~ ~ r ~ 3l'?`107 RESUBMIT T4 CITY
EXISTING GRADE TRASH RYaCK
45 3122107 RESUBMIT TO CITY
~ EMBANKME ' ii IKMENT AND SLOPE
\ SPILLWAY T VAY TO MAIN TOP OF RISER: 36.7
FIN L GRADE ~ POOL. 'ITOP 40 i EMBANKME I', ~ SLOPE I TEMPOf~A TEMPORARY P OL ELEVAT ON ( _ RU~VATION (1" 3:1, RUNOF VO EL
'ITOP OF I i I TOP OF DAM
1KMENT @ 35.0 ~ ELE . 39A OEM" •
24" DIA. RISER
~~~~~~I$11~IIg~
F~A Y~RQOL (2) 12" ORIFICES 15' RIP-RAP SPILLWAY
" ON (1" @ E~EV. 35A I AT ELEV. 37.0
VOLUME) ~ (1) 2" DIA. ~ RIFICE SEAL
i 35 fNOFF VOLU _E)_ SLbPE ~ ELEV. 3 .4 4 ~ ~ @ ELEV. 31.0 , CLAY CORE s
~ ~ ELEV. 32.4 ~ - ~ - - FOREBAY REA ~ ~ 3:1 3:1
3:1 I pOND!AREA ~ li i SLOPE (2) 18" DIA. BARREL PIPES
j - ~ SLO ~n i~ I ~i SLOPE 1
(SEE GRADING PLAN FOR LOCATION) ION)
~ tl
C
U
i ~ RIP-RAP APRON 46 m
. a
WETLAND WITH LEVEL CZ ~ C'4
~P~ ~NG ~ SPREADER (TYP. 0) 0 > m4
PLANTING ~
N C a W
25 TYP ~ ~ TYP ~ EACH BARREL PIPE)
(SEE LS-02
(SEE LS-02) j co
f~
ANTISEEP
~ COLLARS • M
20 i ~ ~ j LOWE`S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
CONCRETE WILKESBORO, NC 28697
ANTI-PLOT TION 336.658AOOO (V) 336.658.3257 (F)
i ? 1 THIS DRAWING IS THE PROPERTY OF LOWES
i DEVICE HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE
li 3.5ix3.5'x1.5' EXPRESSED WRn Tr--N CONSENT OF LOW $ HOME CENTERS, INC. COPYRIGHT 2003 ALL MHTS
~ 15 ~ RESERVED 0
i i
I~
10 ~i
- - - ~
- ~ i
i i
o I i i
i ~ 0+00 1+00 2+00 3+00 I -00 4+00 5+00
c
k b PRESSURE POND #1 CROSSM
RELIEF HOLES STIFFNER BAR 0 1 1/2 DIA 6 SEE DESIGN )SSmSECTION a,
i ?ABLE HORIZONTAL SCALE: 1 M MMa 60' vim ¦ LE: ¦
M i.r 6 v LJLJ z A
c TOP 5EE DESIGN VERTICAL SCALE: q) TAB , PRE~aSURE r. ¦M
RELIE HOLES MAY C~ W
A A BE OMMITTED IF ENDS OF CORRUGATIONS d0 SPOT WELD ARE LEFT FULLY .~.1 U
N ALL AROUND OPES WHEN CORRUGATED DIAMETjR P TOP IS WELDED TO
I TO WELDE U CYLINDER ~LLI U
© ~W v1 > m
CYLINDER (SEE DESIGN TABLE 4. C NDER MUST c/) ZO
U) z W z 9
p TO TOP OF THE RISER cri 0. a W .4 o
SUPPORT BAR SIZE 3/4 w LL 0~ j
MVARIES BE FI MLY FASTENED MINIMUM, BARS ARE T
U BE WELDED TO THE TOP OF THE RISER OR i Cn 0Ln
ATTACHED BY STRAPS Q SECTION A-A ISOMETRIC VIEW TO THE TOP OF m z..., z o
THE RISERS U
i z iua 3: %IF of uw
CONCENTRIC RACK AND ANTI-VORTEX DEVICE DESIGN TABLE C) °C o w
I CYLINDER MINIMUM SIZE MINIMUM TOP BASIN NO RISER DIA (IN) H (IN) ***CAUTION*** a. uJ o RCL
i v DIA IN GAGE SUPPORT BAR GAGE
s ~ t 24 3B 16 13 #6 rebar or 1-1/1 x 16 GA (G), 14 a. ( F ) 1-1/2 x 3/16 angle N.C. ONE CALL; UTILITY LOCATOR SERVICE ORIGINAL ISSUE DATE: 11/1/06
N 3 DAYS BEFORE DIGGING CALL, 'POLL FREE 1-800-632- PERMIT SET
C a conugabed I ~ 6 ISSUE DATE: 1215106
i I A ONE CALL SMER FOR 00LM UWlY AND JOB SAFELY. CONSTRUCTION SET
I CAU"M ISSUE DATE:
M UNDERDRD M UTILMES wom "t am" LMTM MW FaD SURVEY 000"T10M AMD DOPM DRA WM THE SURYM MAKES No OVAROMM IM S THE LNDOacROVMD DRAWING NUMBER:
t ~ I o TRASH RACK AND ANTI-VORTEX DEVICE 4 UWnES 3WON ONO" M ALL SUCH VNJM w THE AJWA NOT W1KAgRMt' TW RT ELf MD VIUM 3HO ° w
NOT TO SCALE 0503 ~r WN AM THE MAM LOCATION IKWTM, AL"" HE DM CWP 1M 11EYARE LOCATED AS A=VATLY AS POSSIU FMM WO"T04
i ~ AWRAILE. M StWiCYDR No NOT ONYSV"Y U" M THE ~ VIiJfM1. C-1
k i
t
m - - - - - - - -

t
BTORNN BRAIN SCHEDULE STgRM DRAIN BCHEDIlL@
Inxert lnveR REVISIONS PRE-BID SET POST BID SET ;
tittudun* Rbn Yype Prom To iengtrt (m Die, Ib?I Slaps C/d Down Lip ISSUE DATE D ISSUE DA'L'E ~
1 end seCtlon 1 2 39 48 4,0 36,0 31,58 ' ~ DATE DESCRIPTION
2 54,8 Curb inlet 2 3 88 38 1.0 41,0 41.88 3 54,75 curb Inlet 3 4 100 36 0.5 41.98 42,46 4 1117106 40% SUBMITTAL
4 54.2 curb Inlet 4 5 54 39 Ora 41,56 42.83 . 1215106 90% SUBMITTAL
5 S3,S Curb Inlet 5 6 66 38 1A 42,83 43.61 v ~~d~ ~ BDIV'1 ~
ElUST1NG GRADES 8 51,2 curb Inlet S 7 197 30 1.0 41.93 44,84 ~ Y ~u ups , AK,N a ~ ~z 2109147 REVISED PER CITY
7 S3.E drop Inlet 7 6 163 14 1,0 45,00 48,63 ~crti~ s w e . sa 2127107 100% SUBMITTAL.
PROPOSED GRADES 50 6 54,0 cu,b Inlet a 9 72 24 1,0 a6a3 4r.45 8 53,5 drop inlet 9 10 111 18 1.0 47.45 48.88 ~ `o w ~ 317107 RESUBMIT TO CITY
10 53,5 drop Inief 5 1Z 128 18 1.6 45.5 46.78 , v ~ ^ ti Y
SPOT ELEVATIONS ~ 1, 6 13 a 30 1.0 43,71 44.46 • 53,5 drop inlet ti 3128107 LOWE'S COMMENTS
12 50.5 curb inlet 13 14 34 24 1.0 44,55 44.68 93 49,8 Curb lolel 1, 15 39 18 1,0 44.88 45,38 , ~4 ~ G C" i
STORM DRAIN PIPE 14 46,s sure Inlet ~ 16 7n 24 1.5 41,9 44.7 r~ • c+ 4 l
15 48,8 Curb inlet 18 17 80 24 1,0 44,8 45r8 ~ < ~ ~
18 54.8 curb inlet 17 18 80 24 1.0 45.7 46.6 ~ RETAINING WALL ie 18 80 1.0 46.6 47,4 3
17 64.6 Curb Intel r glCb Inlet 19 20 70 18 1.0 47.5 48,2 r' , 1a 54.6 / / s' r rI.4 / ww, l', ',~r,r+'",T, r• r"" '"r"".!•r'.`, rr' 'r` y~ ?M ' r / / „r~-~„~,Ir (y? / ~,~.~r~'?'«q ~«r ~Tp';'"'~n,, •y v'~. ~..+k f,`'"~wl,..,+;,, ",'i'',.~~ r' ~ t'•
i ern wry ' LIMIT OF DISTURBANCE LOD 19 54.6 wrbtnkt f 'r .'r'r /.;Ah ''~ir~, '•r r~•,'. r•' a'r "r''r °r;'.r 'Y'', '~I^. ~ Q a / r rr 7` .r _"ti"u.~! ,`',lei ;1;.' ~'R°;.•',r i' j.'.yr,,.F ;;*°';•r. / / I r r, r ~ v _ ~ . + , ~ i • • ' E t:~..•,,,;, r" ,r ~ . . r+, a ' i~.~w!'" .
22 23 44 30 2.0 46.0 40.66 ,,,r' , 20 54.6 aurb Inlet 23 24 115 14 8.5 43r37 44,45 ''r !"d " r r / r
21 53.0 Curb Inkrt , f, / : r r SCREEN WALL u 26 119 18 u.25 aa.5s 44.65 22 end seNion r' r'" .w ! / I I ~ •y+•~~', .'P,. ',A" , r rn.~ .r~' .r" r' F'•~' ;r,,',",'* ~ ' F' i
26 27 34 18 O.S 44r95 45.11 ~J frf/;- ^ ~ 23 54.5 Cufb Inlet /r~,.. - ,~r,~
urbtnlet ~ 25 183 18 1.0 48,0 47.83 r ~ 24 51,7 c r.•'•~'~i '~•''•.~,r. GRAIN LINK FENCE 25 11 131 18 1,0 47,93 48.24 '.w' r*^l.7"`Wx.. ~-..,...,,.51 w,.,~ti+.~ .`R', '"i.n`.r.Y ',r'nr~+~r.~51,, M, •ti,;,~'r»r y,~', ~ 4 ~ ° IT QF DISTN~NRI~ti~E„ ~iir ~ ~i ~ ~ ` •.Y r ' r
25 52.5 drop Inlet ~ ~ ' • ~f .i`I°' QN "+~,w ',`r.''" ~+,r',~ rte,,
26 46.5 curb inl~ 23 28 113 15 1.0 46.0 47,23 JUNCTION BOX Q 27 46,6 Curbinlet 29 29 126 15 1.o a7,33 4x.59 r 7 , l~
29 z1 50 1s 1,a 46,69 49,19 xt ! ! ' , / ~ - ~ ~ ~ 26 , 54,6 curb inlet r / t~ t, t 1
STORM DRAIN STRUCTURE ® 19 54,6 Curbinbrk ~ 33 34 73 1a 4.1 16 31 ~ ~ ~ ~ ~ T SEAL ffi
deer / f,/~ ~ ~ 2~
31 63.0 manhole 33 4D 130 18 3.0 27 31 r ~ ` i~i ia/` 1 end section ~ rf / / / . _ 2 ~ r~
30 31 310 18 0,5 37,95 39 ' ~ /1!i ~ 33 riser ~ V \ ~Jl 1 !l! / r ~ _ ti ! ~ ~n • ~ / / A 4 . F"~ Y ~
~ endseCtbn 31 32 71 18 S,0 11 24,56 l t!! i r r ~k ~
35 end seCtlon ~ J ~ / , f ! ~ S5 36 91 18 1,1 21 22 / t+~ ~ GRADING AND DRAINAGE NOTES 36 end section / l ,o ~ 40.0 ~ / ,
1. ALL EXISTING STRUGTURf:S UNLESS 37 49,4 Curb inlet ~ ~ , ~ , , ~ ~~-,r w.,...•~~ ' / ? J
~ 39 36 79 a 1,ao 46.0 40.79 f'` ~ ~ ~ i,, ~ FR>rNCH ~ ~ ~ 'rvu ~ i ~ ~ 36 49,4 Curb foist 3g 37 2a 1.0 40.88 a1,a9 ~ r f ~ DRALN i . sw OTHERWISE NOTED TO REMAIN, FENCING, 14 ~ ~rw ~:e _ -~RE.~iAI1~1N III. "B. ~0 9 i 1 / . r~' \ waa, f ~ , 1 , r' ~ ,r 1' , ~ r~r swao.o ewao.n ~ DE$IGN'~X . VAt+~NT1N / r l . 1 f r ,,~3 i
39 endseCtion t ~ r ~ / r, .r,r r., ~ ~ < sa TREES, & ETC,, WITHIN CONSTRUCTION AREA ,r r ;4,..,•,..',•.4 , ~ 1 ~ l 1 rr ~
40 end section ! / ,/,j / / . , . ~t . • . ~ , • r ; ! SHALL. BE REMOVED & DISPOSED OF OFF' SITE. r.; ,1,, • ~.'~1;;..,".°• . / ~ 1 J r r l r ~ 1~5 \ , r • rr~irlr ~ .r ~ i f r q ~ 1 ,
ANY BURNING ON SITE SHALT. BE SUBJECT Tp a ~ , , ~f , . ~ , , ~ f ~ ~ r rrr r f f r r r r ~ ti Z2 ~ y E~ r r+ t 1 fri ~ ~ 9, low
LOCAL ORDINANCES&LOWES / rr ! q^~.+`",".'~n',','' 1' J~ f I r ~ .0 r J ~ ~ ~ ~ ( f r r f t f I r / ti ~ t 1 5 ~
SPEGfFIGATIONS» , . po ~ r~,~,,Y..... 2. ALL DRAINAGE STRUCTURES SHALL Bf: o+ r ~ • • ~ ; , . , , • • r f ! i I f ~ 1 i ~a sG~' f 10'~HDPE r t~ f f r \ ~ r f ~ \ r ~ r r f! f f t \ 4~ 'IV~r. 31.5 f . ~o n U
PRECAST. . / : r , ~ 1n ~ ~ i r4 r r r ~ I r l I S t 42. i f! t , 10 ~ 12 #I 2'1 iQ 1 " PE 1b~HDPE 2" DPI t ! 1 P~ ~ ~ ~ BI(If 2~t6 ~ ~8, ' f
t~~, h 3» ALL DRAINAGE STRUCTURES AND STORM ~ / f 3 ~ r'te` o Hrspt: / r, W W W ~ \ i 1 ..u c HDP a 12"Hp a a. ti d W ~ o ; 12 HD E ~ ` \ \ ~ R t I R , ttt E7' 11d1C~(~. ~ q a a q a \ q ~ M ! 1 1 1 t1 Ei
, / I,~'," r~ ~ f 55.53 ~ IE 1 r SEWER PIPES SHALL MEET HEAVY DUTY ~ / / , op ~ / / : ~ 5 ~ a c~ ~ h ~ ~ q ~ 4 r ~ ( = r rat r v ~ ~ t ALAN INS X r ~ ~ ~ r ~ ~ ~ x I C7 ( r ~ f 1 ~ ~ V A \ \ I' "fit ~ w Fs x ~ e~ v c+ ° K I ~ r 'q r ~ ~ I r0 r \ \ \ \ ~ ~ t ' ~ ''3 I v ~ ~a >a r ro ~ \ \ \ BW 0 t A ~ ' N
TRAFFIC H2O) LOADING AND BE INSTALLED ~ , . , ~ \ ~ ~ \ ~ 'Q
AGGORDINGLYa ~ ~ ~ j / \ ! M ! l r ' ` ! ! i ti,~ ~ E~ 1 \ ~ \ \ ~ Q ~t i \ ~ a)
CONTRACTOR SHALL NOTIFI(ALL ~ r , ~ l 4. GENERAL. ~ t / r q, ! ~ UTILITY C MPANfES HAVING UNDERGROUND \ r r t ~ ~ i t ~ : ' j ! 5 19 I 58A0 ~ ~ti 58.0 ~ ~ V ~ r t 1 \ ~ ~ \ ~
O o ~ / U11LIliES ON SITE OR INRIGHT-OF--WAY PRIOR - I ~ ~1 - / ~ / r T CKWEt.I., ti 1 I ~ / ~ l ~ ~t~ w
TO EXCAVATION. CONTRACTOR SHALL ~ ~ , I ~ , , ~ , i1;4'8 5 ~ r ~ ~ ~ t, / ~ ~ . \ TA IN r R>~RI R. Q~14IE3 p s. , ( G G ~ \ ~ ~ uw ~t,~vancs>~ t Z , \ , . 1 0 ' . >;a Pt6• ~
CONTACT UTILITY LOCATING COMPANY AND 1 r f : ~ ~ ~ ~ ~ ~ t I t ~ ao / ( ~ Fafx ~cr I• rwafiQN t \ ~ , ~ ~ ~ . c }
L rATE ALT. TILITIf:,S PRIOR TO GRADING ~ ~ / - , ~ / f ~~"l ! ~1 \ / / 1 ~ l ~ I t l l l 1 ~ ~i f. ! ~ ~ h R t 1 1 ~ 1f ~i r l ~ 1 ~
START. / ~ I ~ i ~ / ~ ' ~ w t ~ f l I r t a` ~ ~ ~ ~ 1 r~r ! l ~ oc
'S. SITE GRADING SHALL NOT PROCI;:ED UNTIL a, a / / l ~ . _ ; / , r V EEN ~ 7r l , , ER05(ON CONTROL MEASURES HA E B / ~ _ ~ t f f ~ \ ~ ~ r. 1 f t ~ \ r ~ r f 1 r
/ ~ ! / ~ INSTALLED. i , / / ~ s N ~ ~ r 1 ~ \ \ ~ ~ s ~ ~ \ , r I r t~ 1! 1 ~ h
/ 5 1 AFTER PERMITS HAVE BEEN OBTAINED ~ • ! r . ~ ~ ~ . t 1 i I , , , ~ t ~ ~ !r N~/~'~ - r 1 ! ~ ,
EROSION CONTROL MEASURES INSTALLED, THf= r r ~ j t 1 1~ i
C NTRACT R HALL GRADE BUILDING RAD ~ r ~ ~ ' / 1 ~ 1 0 0 S 1 / ~ ~ r ~ r" t J V E f j ~ ~ \ \ ti, * ~ ~ f err t~ 11f ~ ! ~ I LOWE"S HOME CENTERS INC. j
GARDEN CENTER & APRONS TO Q -1/~ OF , f ~ 1 ~ , , ~ ~v ~ ~ ~ + v : (fir f r ~ .,-w., ~ ! ! 1605 CURTIS BRIDGE RD.
SUBGRADE AS PER SECTION 0~30Q, DIVISION 2 ~ f , - ! / r ~ r ~ / OF LOWS"S STANDARD SITE SPECfIwICAT10NS» ~ /'r` / ~ ~ ~ t / ~ / r c ~ " ~ w ~ i r f~i! I ! ~ MARJORIE gI~YlES! " 1~ ~ \ ~ ~ ~ ~ i i t ~ N ~ ~ a \ Ad?/ ,SOS. ~$,~'PG" 36 / WILKESBORO, NC 28697
IMMEDIATELY APPLY & COMPACT STONE ti ~ ~ I / r / ~ N II l 44 ! ~ ~ \ 1 ff ~
,r r/ l ~ a~ r I ! crx (RT r / ~ r ~ ~ BASE F'OR BUILDING PAD TO ! 91~ PR 0 0 ) i~ ~ 336.658.4000 (V) 336.6583257 (F)
EXCAVATING INTERIOR 8t PERIMETER / ~ , ~ / , r~ , I ~ \ ~ ! \ \ \ \ l ~ ,l ~ / r ,t7 ~ 1 i • THIS DRAWING IS THE PROPERTY OF L.OWE'$
FoaTINGS. l / f c~~~ ~ I rrl E ~ / r ~ / HOME CENTERS, INC. ANY USE OR REPRODUCTION i
I BE INSTALLED IF i r TOWER I f ~ 8» FRENCH DRA N SHALL , ~ 'a / r ~ , C N1,r ~ I DIRECTED BY THE GEOTECHNICAL ENGINEER E ~ I r ~ ~ IEXPRFSED W me4 CONSENT OPYLowE' NOME 1 INC. COPYRIGHT cw3 ALL RloHrs
V ~ViD NiCHOt~s, JR, ~ ~ ~ / OR AS SHOWN ON PLANS. caLLiCE MgftRE / \ " t~ ~i ~ RESERVED
Q " / ~ / / ~ T HALL PROVIDE 2 x r [M~. \ ` ' 9» GENERAL CONTAAC ORS / r ~ / \ o i \ ~ Ole
2 x 6 THICK CONCRETE APRON ATALL I o~? C~ ~ ~ ~ 4,56. D(K ~ ti ,vP'-
CLEANOUTS OUTSIDE OP BUILDING. I ~ t ` ~ ~ , l ' I ~
10» ALL WORK SHALL BE DONE IN STRICT , ( ~ 1 p~,o / HDPE ~ ~ I ARTH R S. & MY \ \ \ \ \ e,,_ ~ r (DSI W48, PG. 556) / ~
~ ACCORDANCE WITH DIVISION ~ OF LOWS S , , s , / f ~ I I ~ r ~ q STANDARD SITE SPECIFICATIONS. , s1 ~ ~ 5so \ ti ~ 1 !
1°I» ALL ROOF DRAINS TO BUILDING SHAD, END I I ~ ~ ~ ' ,
r r C7) ~ (~(,ISIDE THE BUILDING LIMITS AS SHOWN ON i C AGE MtigEtE ~f 'r• ~ ~ ~ K f ~ +D y
f V I I NIF ~ PLAN AND SHALL BE PROVIDED WITH A ? (DB~,1557„ PG.439) ~ ~ f' ~ ~ I I DAVID NIG i.S, JR, & ~ Oa ~ 55.77 ~ e - ~ ~ \ '
TEMPORARY PLUG AT THE END. ~ catu MaRRr: ~ p~o~os~a ~ f _ ' a 1 ?04 e~ s4,4o ~ ? [NIB, r PG,125j r ~ ~ C / J / 55.58 ~ , lrc~ S~.Sa 55. s ; \ ~ r t~ r \ I a
~ ~ r r ~ ~ ~ ` V i iN INV 45,07 ~ i' ~ 1 ~ !NV 9"5,11 /
~ SELL ~ E 1 ~ fl ~ ? / ~ fs.puG tilts ~ /
S 4 O \ ~ ~ 1 ~1
'e - ~a 1 HIE ~++uwr 55.50 p~N ,.ti, .y 1'oP 1' ~
~ ~ * ~ 1. ~ rMV aQ.ao ~ ~ ~ s
~ ti `~GQ. ,w - t r
~ ~w r ~ ~ IfH~ 105' ' ~ i ' ~ ti v n ~ ~ ~ . ~ , ~ / i ti~ T 58 1w I!I I I ~ i r t ~ . SC? GFi~SS I / ' IE SS 4i "99 1 ~ I 1 , ~ j
r I '~7 ` / ~ ~ ~ i t HARVEY I.E4Yi3 rt ' ~ ~ I 1 ~ ~ ? \ c t\ C"'~ ~ - - fE SD 43.88 r f I y f .'I ~ C ~ {err,
~ `~aL,~c.~gaRE E 1 ~ ~ ~ E ~ rnq 4!SR7 arY ~ tG\-~ _ _ I 1 ! I ~ r ~ ~ i ~1 ~ ~ 53 SEPARATION. # 1
r CESS E EiVlElw'1' ~
" o f ~ , ~ CCESS F(t01d ~ ~ I ! c 54 ~ t 1 ~ to PACKER GRk#f~ ~ i 1
~ ~ ~ i ~y \ ~ 1 o I \ 1 4 ~ ~ ~2 a N ~ OMPANY 1N ~ , I ~ t ~ ~ ti w C
o~" ~ 1 ~ ' ~ 1 ~ HARVEY LEWI$8~ l ~ ~ ; JrJ ~.1 f COLUCE MQORE 1 1 1 ~ ~ ~ ti, a? f ~ 1 ~ c D9 ~ \ ~ ~ 52 ~ ~ • . ~ 824, P 39J , 1 ~ ~ ~ ~ ~ t ~ h ~ cT? ~ ~ ~ ,
t , 1 ~x~s Itsc r... I I ~ ~ ~ ! ID,,,~.,1~s~, 439} u»o~~ tw + ~ ~ 6 ~ I ~C r ~ t EIS lG ~ I r ~ ~ ti ~ ~I ~ ~ r
f` / i t y t~ ~ ` I ~ ~ 1 ~ ~ ~ ~ ttl ~ ~ ~ ~ . Q4 CL W ,
ill ~ _ ti ~ ( I ~ ~ ~ ~ ~ N R ~ \ \ ~ t 64
~ 4 ! I 1 ! ~ 1 ~ ~ I
~ t I I I i a~ ~ t ~ t " r., t ,~~•~9 , .
~ 1 ~ f , 5,7 ~ 1 ~ t 1 + lx~' 1 1 J , W Z
I / ~ ~ ~ ` w , 1 i ~ r ~ ~ r Ike
~ ~ ~ i ~ A `4
f / t r~xc~ i NEW CURE INLET f 'r^-.a„~„ r 57.40 ~ 1 58A0 { ~ r ,r.
~ 5 "5°55 ~ ~ i 1 - ,~,..G / _ ~ .r 35" E' ! , S 26°1 q 26 E ~ r S 2610 26 4 ~ ~ ~
,1`...., 1 n
,r r ~ W z 9 I
~ ~ t . ~ d3 r, _ EX'f7:ND1 RCP9LE ` ~ r ~ _ ~ _ _ 16Q 3T E'... 150 Eft y ~ ^.W..'L. rr tin r ~n^ j ~t ~ ui
0 0 ~ ~ ~ ~ ~ ry ~ ~ ~ L
~f C H . 3! A T~ T ~ ~ ~ 3 a Q H ~T. ~
/ I ' ` ~ ~ X10 ' ~ . -u
NOWAN
..,..w..~....,» ~ ~ mo"'"w`""`"" Y ae ~ ~M- L~ W Lu W z
~ ~ ~ I 0 ...,,....«..n.... ...w..,,.,.,,,,,.. .~w.....w...,,.~. , n ~ y~ a - wiry W cl) w 3: w
~i ~r ~ ~ ~ m lI 4 ~ tj ~ ~ ~ • ~1 ~ ~ ~ QC
~ A. ~ ~~3 'y nj ~ ~ r. .GI !r •0~ ~>k>x *>K~ ~ d ~ CAUTION ~ ~a ~ ~ ~ ~i m / ~ ~ q LLI 0 E
tll kJ ~ ~ b,~ Y~ r * M
c~ 1.1 s sz•oo 24 ~ 100.06 • N.C. ONE CALL: UTILITY LOCATOR SERVICE ~ t~ . ~ . R ~ r• ORIGINAL ISSUE DATE: 11/1106
~z ~ os•0o'33" W 99,97' 5 DAYS BEFORE DIGGING CAU. Tqu FREE 1-~-~32w4949 ,C'' ! PERMIT SET !
l.3 N 82'02'30 W 99,85 ~ l.4 N 07`53`09" ~ t 00.03' A GNE GAId. $Y91a1 it1R t%~IW~/Y k1p J09 9Ai'EiC. p~ ISSUE DATE: 1215106 r
G RVE 01 N GTH " ' U RA t15 ARC ~,E CHpRD tENGTM CHORD BEARING DELTA ANGLE L5 N 20'05 03 W 9,77 4~ ~ r1~~ CONSTRUCTION SET
~ C 1 1072.03' 115.78' 915."72' S 33.10'03 E 06.11' 16" L6 N 25'S0'55~ W 48.21' t~urgN ISSUE DATE:
u~ 1v2 2181,75' 74,05` 74,04' S 27' 17 22' E 01'56'40 ` L7 N 35'59'9 6" E 60.29' #0 0 10 SR 1~0 THE uWEI1pM)Wq UTILRIE9 MIOrM tNK lE6N tQGITfA enow rrau au~v~r ~anwATNw A+io c~amw oavnNna, TFiE 9tNiYk1"41t MNfE3 ND OU~RAMI[E 1NAT TiE INIGfACROWD zoo DRAWING NUMBER: {
C3 301,95' 110,05 9 944' N 40'47'2 ' W 20' 2' L$ 5 26'44'54" 4 d 0, 2 5 55 E 1 .58 tfl~fflCS ~t1DAN COMPIt19C ALL RVGI Utt1fKN W Tt1E ETHNTi M 8ERACf pt ~9WDOMEA~ THE iVR4ETOR ~INt111ER NPT llINpM(I TINT THE UNpENgtQVNp VT~IITIES SN6M1 AAE W
4 361 9' 7 fi 3 ' 7 1' g T w C , 5 13 ,4 1 5,63 ~ 3816 0 ~ 2 45 33 ~ N 2 1519 W 49,81 C5 301,95' 109,5fi' 908,96' S 37'45'0'7u E 20'47'21" L10 S 65'21'21" E 52.28 THE EXADT WGTION MOlC?xEO. AUlK)INiH HE OOFS CERtIFY THAT AM111A61(~E 9~,14Vk'1N5 NpT pHYSMeMa. IQCA~1tGTFK~ /
4 l UNOFROROtAlp UTA,rtIES, 1 inch =~D ft ~
i
r i
E I

I
i
r ti • • f
HEIGHT QF BU'ILDING ~ 31" 8"
~ CURRENT ZONING : CH REVISIONS ! PRE-BID SET POST S!D SET I
• TAX MAP NUMBER :4697.16-93.684. 9 aQ , r ISSUE DATE L. ISSUE PATE
n n p S~M7eOV-03-2514+~/{~ PT469?a~~""V~~?V~~r~M I ( ~ 3.OQ DATE DESCRIPTION
~ ? TAX PARGE N M ~ 1 4 ~ ? AINTED YELL W ~ U BER ~ 689 'I'I Z'I Acrea e.' 1215106 90% SUBMITTAL E
a ARROWS PT ' ~ Lowe' s Tract It 18. /
~69a8 PAINTED YELLOW ~ ~ ' Qutlot 1.46 112510T SHIFT BUILDING
v: C}PEN SPACE ~0 SKIP , z ~ f n~ Q Read .74 2 09107 REVISED PER CITY
' ` ~ /o t~PEN SPACE ; .37 A/N?"~D ?'EC~,CIW~ ON Y" , . e Total' 2t . 60 ' 20.34 212T/07 100% SUBMITTAL i
aofN~ ~ _ ~ C?PEN SPACE .7+48 ACRES ~~L'M~~~Il~VI'1~11/~ 4 Z3 P MB . . • Marn Buddin w ~ 317107 RESUBMIT TO CITY
> ~ ~ ~ IMPERVIQUS AREA PARKING : ? .53 ACRES ACRES ~ Sales door 19
r ~ v M - ~',.f IMPERVIQUS AREA BUILDING :4.59 ACRES • ~ Cf3NCRE E A ,ENT ~ Z `Sf. SF,EetCTIAFfAGfKAM9 ,..,J , - 8 550 r f ACRES 118,550 S.F. 3/29107 LOWEIS COMMENTS 1
. - ; ~ ~ . ~ ~ z ' ~ ~ ~ IMPERVIOUS AREA TQTAL ;12.12 ACRES x . , aQ . dice Area 3 937 d~E~ • • s ' 31937 S. F. a
f ~N~ CANOPY ~ ` ~ ~ Recerlrrn /Stora e 93544 13,544 S.F
,r.~ ~~ry((p/#}///mar 1 ,q l 7 ~ Y ~ > • ~ Utili Rooms ~ • . 362, ' 382 S.F
- i ~ ~ ~ " ~ ( ~ r~: , . . 'r .w ~ i . ~ _,~r+ , Vestibules.
~~"'AINTEf~WHIT~ ~ ~ d Q ~y „ ~ • •••:',';•,'••,•••~;-.:~r•';:'~•,.~..•,•,,'r',r.••,',•r:.•'':-*-r•--.• Main Entrance ~ 932' 132 S.F.
~STpP ANQ STQP dpi . . maw 1 . r';rr•'•;r{'•. rr•~. r'''•r ~•r •~i °r•'•r•'r' r~+:.r ••'i~ rr •r'• ~a~r•'r rr rr•• ''.•r I w •,r.••; • r Marn Exit 395 ~ 395 S.F.
. , S IGN MUUN7'f~LJ r s7 r~ . ~ , r • . Lumber 48n 480 S.F.
~ , G~ ~s _ ~ , 17 ~ S C~ ~ ~ N M N~U~U ~s' 4~;: ~ r,', MAINBUILDING TDTAL 1,39 490
SIGNMgUNT~D ~ 4~ SIGN':h1pUN~'~p . r~ ~ ~ /.SI~/Vf~S ~ ~ ; RT-6 Ef7NG,RETB'FILLEl1 re^x„• ONCO~CUMN ~Hf'B~I~D/NGGC7NTR~CTQR ~ 139,410 S. F.
R7 6 . ,f,, _ • Garden Center.
d ~.I ~ f f f~ff, rl'' ~ ~ , f f f CA qf
24 C NCRETE'C 'RB ~ U1TER ~ , 1 T r (BYSI E CGINTR~iC QR) r t : • r .'r•• Shade Structures • 8,422 . too rr~aR•~~ o• . 8,422 S.F~L ~ ~0
~r:or~ ~ s~ ~ ~ s F; rv ~ , N~a~~~ , ~ ~~~i . r • Cov r I 8 G44 8, 6'44 S.F.
_ , / , U enArea 14 593, 14 593 S.F SEAL
6141 F OF $GREEN W • ; r ~ All y ~ Garden Center T l I B' WOODEN FENG - u+ otc~ 659 ~ ! Bl , 2 4 31, 659 S. F. - I
" ry C~gRDINAfiE WITH RICK YAIENTINE .'•r;` ~ ~ ~ L~ m o
~?i 0 4t ,N ~c r 7 1r • x , a T Parkin R uirements. (1 w~E GA E k
~ o ,j r ~ M a~ ~ ~ ~ Lowe s Parkin Re ulte ~ d. ~ g 4
SCALE-1-21I ~ o, ~ ~ ~ ~ Standard 803
vy jC r 2T3 LF OF Handlca ed LOWE S STORM WATER WETLANDS AREA pp GuA~aRAII f2
RETAINING WALL "B" / T4ta/Park"!n R$ tllred I
. • f ° , NA 4' DESIGN BY RJ YAIENTIN TURAI~ AREA { ~ ~ WITH 4' HIGH CHAIN l1NK FENG LOADING SPADE FOR , ~ . ~ Raho = 3.8 s c~/1000 s ~ t/ 615
i'f ,f •f','• I.fff, fl if f• tiff 1 f f ' i1 ff+~f . ~ •f f'y~ . ~ f',f AIONG TOP OF WAIT USED APPLIANCES & ,r ` RETAINING WAl1, "A" PALLET TRAILERS 'd ~ , ~ DESIGN BY RJ YAIENTIN .
i , ~ ~ Lail Parkin Re u~red 9 98 550 SI" 2 w g 9 . ~ ~ ~ 5,60 SF1200
~ r' ^~1 f ' a, ~ ~ ~ Standard ~ gee ~a.~+ y ROWTO BE 581 92 U
q° 4~k . ~ ,~9 ABANDONED Nandlca ed • o ~ . 1
• 4 55 ~ v a. . ~ ~ ~ Q ~ ~ ~ r Tota/Parkin Re aired
~ ~ ~ 1}~ ,al . HEAVY DUTY CONL~tE'PE Y ~ ~ UTY CONL~tE'PEI ~ •d~ ~ ~ . ~ Raba = 5 s c~s1904o s 593 Am Z. 4
a 1 f . . ~ f , f 1 S'fANDARp RY , ~9,, ~ `V . ~ ~ 'Q ~ ~ ~ . Parkin Prolrlded~ 4 Q qty ~~'a ? ~p R'~pQ~ COO
CURB 8 G ER ' ~ S• a ~ . INSTAi.t, ~1RR~CADE ~ ~ t cy , . ~ i s Standard
SEE DSTAIL ON C~t19 ~ r• aR~ ~ trJ • . a ~ • s . Hand~ca ed r pp 604
PROPOSES DESCRIPTION s~' ~ ~ ~v a ~ ~ a *oG' 'ii ' BouARD , TRASH GOYPAGTOR ~ ' ~ ~ ~ 1NTERNAIIY FED Total Parkin Provided f2 ' ''v
1 OF SPACES ~ ° ° ~ ° ~ . 8 NUMBER ~ 4 , ti •p W . 5 R . ~ , v TRUCKWFI,,,L cn i 1 a; ~ ~ I ~ ~ o TRANSFpRI~ER N ~F ' 0'1B ~w0 °
S$ 3 S2"~ 4, b ~ ` DART CORRAL 't , g,~ ~ . E ERA R 4 Rahn 3 fl4 (spac~aY1 s II STAC3ING a MARdt)RIE R N~I~+1Es c~
6 b e ° BUFFER YARt~~~1f~~' ~ • ~ 15' WTCH FENCE
SIGN ~ ~ .v .v . a m
fir iQ'!~ B HANDICAP SYM OL c. ~TO~si~ ,a ~ ' v I
~ . .~.~"..~«-;.:',~s'~ HEAICY DUTY v ~ 4~ • E
~ 4R ~ BQt+LARp • ~ _ CONCRETE PAVEMENT ~s . 9 .
WEE STdPS H L LLI' i
fn STRIPING 1s.~.....~RS..:..: rts . s' ~6 ~a p~R 4? ' Z, ,
~ . ~ Ga p LOWE"$ HOME CENTERS INC. I
HEAVY DUTY ASPHALT ~ ~ nE ~awE~s Q ~ Q N1~ I 1605 CURTIS BRIDGE RD.
STANDARD C ~ G ~ Y STANDARD DUTY ~ ~ TQ STANDARD ~ MARJgRIE R HQLMES • y. ' (Did, E85, PG, 89} WILKESBORO, NC 28697
CONCRETE. . CrrY c a~~. fa ' r" f
. w . *ti DIRECTION ARRQW , , ~A (~I1)~ 4? a~a lF OF 336.658.4000 (V) 336.658.3257 (F) f
w' ~ ~ . . ~u ' 4' GRAIN IINK FENCE o . ~ . THIS DRAWING IS THE PROPERTY OF LOWE'S
PAINTED STOP LINE • "'"a: ~ CEtt ~ 4, ~ TpWER o Q a fi ROME CENTERS, INC., ANY USE OR REPRODUCTION ' IN WHALE OR PART IS PROHISI'I`ED WITHOUT THE
LIGHT FIXTURE ~ ~ ~ NIF y • ti 4a EXPRESSED WRITTEN CONSENT OF LOVWS HOME; CENTERS, INC. COPYRIGHT 2403 ALL RIGHTS j
i~AVIQ NICMQL8, JR ~ d c ~ q GUARDRAIL ca~uc~ n~awzE ; 2; ~ ~ ~ , ~ . . ~owE S ToR~ wATER ~ RESERVED I
~z w?o. s _w,~. ~ wE~ NDS AREA ~x ~ ~
~ ~ CHAIN LINK I`ENCE ~ : , ; ~ 2.50 ~ ~ ..M:.... f ~ ~ r~5:0o TIE PROPOSED 2 CURB a ~u a r ~so~ ~
• SCREEN WALL ;,l 1 u, . f ~ . TO F,XISTING CUR GUTTER 4Q ~ ~tF t
s a ~ ~ o~~ ~ PAINTED spllD PAINTED sOLJD AIM WIDE GATE ARTHUR s. & CuMY s. , yE 86" PAINTEQ PAINTED YEIIOW coy DB, IN46 PC. 559 a0 R
~ s,~. ~ ~ ~ 1111 HANDICAP SIGN o a 9 9 , ~ ~ ILQWI,INE " " YEl10WUNE I I lOADINti ZONE e~ - M ~ 4 t?.G, ~ 4S' YEll4W
~ - ruF ~ CURB & Gt1TTER 9A4' Q.C, ~ ~ S~ '°i'~f BUFFER D CRQSBWALK ~ q . 6"I ~4"HIGH MAIL v ` "A" 11]' 4A
M w HARVEY LENIIS 8~ . c~ ca~ucE r~oo~E STOP SIGN • . c~ . QQ 1 Q '
L1 S 82'44 24 E 104,4fi r~a~na NIC ~s, dR ~ tas. 45sr, as~~ r v f8 ~ • ~ "CURB ~ rp ~ _ Q • ,"`.t c°`Ri - STOP TTER E I t
~ S 08' '3 " W 99 7' cou.i Mom ,,..,f , , ~ SIGN , t.
N 4 W 99f85 m l.3 82 2 34 r ~ p~ ~b it+ z , e~':' ~ Jam-" , „ ~
~ . ~ . , . s
r , , . HEA. UI~SP~fA~T ~ , _ L6 N 2550 55 W 48,21 ~ ~ . r, c , ~ ~ _~-l STOP SIGN
9 w t ~A' rr 4 9 d u k. .rcL .FL`:. ~ "iL4;u_.7N-... aL..«:- h.sr ...~+ikEd:~:kµ1~.;e ` ~.i.~L ":rf.1Lt. L7 N 35 59 16 E 54.29 •o 04 ~ ' J' s'• `i ~ ~ TIE PROPOSED 24 CURB I~ GUTTER
(n" L8 S 2~'4~ 54 E 1 x.58 m ~ 8 rt. 1 T 1:X1 TI lfJ~~~~' [~!(~j} ~ ~ ,_'r~ 5 : ~ , S NG CURB & GUTTER j[ S
+ C ~ L9 N 27' 1519 W 49,81 ~ > - n ~C a 6 ' ~ L14 S 5~ ~ 1 21 £ 52.28 d sr k ~ ~ BUFFERYARi~ TYPE"B"
U ~ WITH V£GITATI~JN m ~ M ~ ~'l~.i
24 1U WIDE r~: NTRA , : 4 , i k
a { : 18 PAGES ~ ;,I a ~ ' I
~ co~uc~~oot~ ~ " * S 25 25 2S 25 r r e r r r r r r e r r , r Q ~ 25 25 9 2S 6 25 5 25 6 25 1 25 6 _ _1_ _ _ _ _ _ . . ~:~.N, 1
EXISnNG A
4. AccEssWBMW PROPOSED ; K ~b TO BE CLOSED SFRa DaCTaR 'ACNEWS ESTREET) oa PARKER GRAIN !I!
v' N~ COMPANY INC, i
ART 'U HARVEY LEiMB & OFFICE sI MBL w COLUCE MOORE ! (FURNISHED NI 'CART r 22' N 1 C DS 624" P 391 FURNISHED ND T 1.46 ACRES
C/) JDB.1587, PG. 439) DESIGN BY ! STALLE w rALLE 35' ZONED CH w (OWNED BY AWE-S) 1
MALPASS & 1.19 ACRES v 1!1V 14` i i 0.
,ASSO?CIATES i
a e- - e- f `
v~ 18 18 98 18 E117 18 18 19 18 ? 4~ 1 18 19 18 19 18 19 17 18 17 17 18 17 16 17 ; I
' 10}x70' SIGHT 11" " " iW MBf. 11 11 lit ill DISTANCE TRIANGLE W S
1.04 ACRES 21 cp n i •v , III" N 20 5" SIDEW
WETS PYLQ SIGN N C Iwo STANDARD DUTY ASPHALT Lam S MONUMENT ION . V SIDEWALK,,., R COORDINATE WITH ARCHITECT TIE PROPOSED 24" CURB & GUTTER ' < 1
b TIE PROPOSED 24 CURB & GUTTEtt WAKE 'o. U 1 Ln TO EXISTING CURB & GUTTER 5"R TO EXISTING CURB & GUTTER a WHEELCHAIR
~ qp C C2 S 25'55'35" E w ; ..ww..,.w .w. S 2601026" E BUFFERYARD A 10 , RAMPS r). 25 1 Q 6 SUFFERY "A 10' 62
230,E 2,15.39' 25'R S2 5 53 47" E F E 10 3a' 0 4'2""~~"
G*~+I ~r ~,w V. kk. r?k...,.,.a-.,.me.r.+~8ai6...,ae„3...,.w«l..r.~u- :umlw.....,o`.,.ur.:w.i,. .w.w,.......wc,....=:....a..,.:.az. 25.a2' 491.12' i N MOP .5 , . 5 , h ,K . c ;.5.• r 5 . rC 5 . ?r `~'"^..wwwrw_...-. ~y.^'"~4ri g1k:A+,.6'V y'iK,c...:.4:,'l 'w21:6Ey1.iuL Sn„u.arFr;...r~^ M^'- Lij zg
~a PRaPasED ao cuRa & GurrsR 101r STORAGE 150 'TAPER
.r...._' Ta EXISTING cu,B 4 dluffrw- ~ ......~..r...~......._.........~- .,~--TiE PROPOSED 24- CURB & GUTTER SEE NCDOT PAVEMENT SECTION J
~~-.SIGNAL DESIGN BY KIMLEY»HORN EE N T PAVEMENT E N N NC HWY. 33I EAST 10TH ST. TO UU-97T-ING CURB ~ GUTTER ..~...z z ex LL
SHEET C-09 (100- RrW)
C1 > -'mml*:~"'` SEE STRIPING DETAIL BY MLEY ORN Cl..
~ F
R w...n..+ww-» . r+w..ww.r.ww,,., ......+..~..w. . ~..~w.wr,r, . . Id l.1 N W - Z 0 mumw 3: cl) w {
SITE NOTES: mmm 0~ 0 a
6. The contractor shall reefer to the architectural plans for eA 1. All work shall be done In strict accordance with Division 2 of fans for exact locations and 13. City NCDOT driveway ermit required. 18. Lane closures on thoroughfare roads are only permitted rn ~
Lpwe s Standard Site Specifications. dimensions of the Vestibule, Garden Center sloped paving,, w aed ramps, 14k An unused driveway must be closed In accordance with the between the hours of paving,, porches, p, y e 9:00 AM and 4,00 PM, Monday through ORIGINAL
2. All dimensions, unless otherwise noted, are to face of curb, truckwell, precise building dimensions, and exact utility eni face of building, or centerline, of parking bay. Refer to the ct utility entrance points. City of Greenville driveway ordinance. Friday, unless otherwise permitted by the City Engineer. In ISSUE DATE: 11/1/06
7. Stop signs shall meet the criteria of the North Carolina Di ~ Transportation and Manual on Uniform Traffic Control Devii Carolina Department of 16. Contractor must notify ONE. Call Center, Inc. (NC addition, there will be no lane closures on holidays Including ' PERMIT SET
architect plans for exact building dimensions. a 6. All radii shall be unless otherwise noted. ontrol Devices. ONE-CALL. 1.800.632.4949 at least 48 hours ta he tart the day before or after said prior halyday. A traffic control plan of excavation or trenching to have all underground utilities prepared In accordance with the NCDOT Manual of Uniform ISSUE DATE: 12/5/06
. a CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 3. Unless noted otherwise, pavement shall be standard duty ? 9. All concrete sidewalks shall receive construction joints a Lion joints at 25' on center located. Traffic Control Devices is required for all lane closures G and SCALE CONSTRUCTION SET
C1 1072,03 115,78 115,72 S 3310 03 E 06119 6 asphalt, I , C2 2181,73 74,05 74,04 S 27 17,22„ E 01 56,40,r 4. All handicap spaces are to receive a handicap sign and a unless otherwise noted, 16. All required ImproYements shall conform to the City of must be approved by the City Engineer. ISSUE DATE:
. . 155 10. Forsite utilities, see Site Utility Plan. ~ C3 301,95 110,05 109,44 N 40 47 22 W 20 52 handicap symbol panted on the asphalt Stall(s) adjacent to the +o o 30 so 120 Greenville Manual of Standard Designs and Details (MSDD). 19. Signage shall be per Article "N" of the Greenville city code. 240 DRAWING NUMBER:
r ? n 11, Contractor shall coordinate and comply with all Utility C C4 361.95 137.46 1,36.63 S 381607" E 21 45 33 eight (W) foot striped aisles are to receive a Van Accessible all Utility Companies involved 17, Contractor shall notify Public Works, Street Maintenance 20. GUC Gas]Utility easement is 10' In width and centered over
C5 301795 109,56 108.96 S 3774 „ E 20 47 21 sign In addition to the above. in the project and pay all required fees and costs. 507 S. Division 48 hours prior to making connections to existing storm gas lines as installed,
+ + 12. Site lighting to meet city of Greenville requirements, inc 5. Cart corrals are to be furnished and installed by Lowe s, 4 ements, including outparcels. drains located within public storm drainage easements or (IN FEET) right-of-way. 1 inch =60 ft. C' 03
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CHARLES HUCKNALl.(D9. 2 • ~~ryy~
0 t57~. PG 882) ~ASEMEN7 ~ WEf~05 b fur ° ~ ' / wF ~ DEBBIE PESZKO 2755.9 SQ. FT. 7 p
JAMES PAIGE, ~I~ C/0 OlANE aE14Nf(D9. r (O8. 845, PG. 509) SE'NfR ~ ~ 152Q PG. 858) O.d6 ~ RES ~ AIX
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i r o lies within o s r~cloJ Mood Naaarrf area as A artlon of th s p op erg p 1 ~ de erm ned by r~'MA arrd ahowr~ on ~'!~'M Mop 3~'"~~68 Oa1? dated January ` \~S~C7A7ES t6Cf17~Q HfS MARKEA~-B}rOTHERS.-M~ ~ j J 1 J J I~I g ADED~!~ ' ~ ~ ~ i.-, ~y'
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~ f r mr~d dsta AI! drstanoes shr~wn herean are tlorrzonta g 1 aces unless otharwisa / - ~ ~ ~ ~~~`~t,+~so~c~~'~'a~an~~o~oa ~ ! l ~ op' ~ ' ^ i , , % / ~ Na~~ ~
r,~ ~ ~ ~ noted. ~ / ~ ~j ~ ~ y ~ ~ ~ D~47~1N THE PROP~RIY-BB ' 11 ~(obd~u~e ~ ~ r~~f ~ / r ~ ~ ~P~L 55~hH9;79
1 EJevafions shox+n are based on NOVA-88 pat~rm. Elevation determined / , ~
} p ~ ~ " fhro~rgh G~'~ avservaEian;s using ~CUR~ Stafians "Wachingfon + New r~ern ~ / .r-^,*, u N J l
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' / ? ? ~ ~tll / / Y ~ Canfaof proper Autharlttes Before burldnny neon ufilify llnee~l far easement , • ~ , • ~ , ,
width and restr7cfions. Lltitifies are crppmximafe ar~d should be aer?~ed prior 1 l YI I /1~ / 1? / / 1/ 1 /
~ t~} any construcfian / r 1~ • ; + ` • 1 t ' ' i`~9`* ~ t~ ? r r r IP ,r /J Y " / / Y t 1 1 ~ ~ l~ Ir ` Y 1 E'
r 1 1 phis curve hcrss been re r~red f`ar the exclusrve flee of the ersnn or / , ~ 4 ~~ri i i ~
r N ss ar nm &ed warrantties with res eaf to ~ errflf~es named ITe edn. o t*xpre p p / r' / ~ ~ ~ f I the r»~c~rma#rcrr ,shown herean are fo be extended let any pe~sans ran / / 1
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CT CR1MPEp TOP PIPE ~ STORN 'SEWER MANHOLE 1. 0 I Di AROP INLET ~ FIRE HYIJJRANT ~dA Vj FNC FENCE i
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OT DPEN 7QP PIPE ~ ~ Q E ~ UNDERGROUND POwEIt LSNE ``r. ~ Pp8 PAINT OF BEGINNING i f'~'V 4. ~1/p ,L ` EBAR OP N TOA ~ ~ \
~ ~ a }TB 3RON REINFORCING BAR F~ ~'GRCE MAIN ~ CS' REIN R N P ~ t ~ I RCP FO CEO CO CRETi; i E 1 ~ ~ ~ ~ ~ \ V. PARKER OV~Ri~' + ET AL
~ T R ~ TRAFFIC FLOW ARRGw / ~ ss s I ARY sEwE TEMP , TEA3P(~RARY ~ (,R LIGHT POLE r ~ ~ ~E~L w ` ~ ~ (D6. 1587, P~. ~7B)~.. `4 ~ SQERlA ~,,,_UA+E ~14 ~D E1P 5l RE9PR
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,NG EXISTING 0MVENG ORI WAY DRlUCIlgI fXtSFING @ , S7 DRIVE[IVA Y DRIWWAY DIUWWAY X=54.260 At~~kYAY WRY ORIUC1rpY iu.YR DRk7nSEMMAG? DR"WAY ~ DRIVEWAY
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N.C. ONE CALL UTILITY LOCATOR SERVICE
j CA ~ R0 C & ASSOCIATES A ~ 7
3 DAYS BEFORE DjGMNG CALL 1 TOLL FREE 1-801/-632-4949
L, S 82 00'24" E 100-06, 'E.S 10, LAND SURVEYING
A ONE CAL. Sri FOR COMMUNITY MID JOO r;#J!M, L2 GRAPHO SCALE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 1 / , , u L3 L2 --Ts 08-00'33" W 99.97 i SEAL L3 N 82'02'30" W 99.85
C1 1072.03 115.78 115.72 S 33y 10'0,3'$ E 06 11 16 PL EA SE NO rE „ , n L4 t r r C2 2181.75 74.05 74.04 S 27' 17 22 E 01 56 40 L4 N 07'53'09 E 10q.Q3 ~ n r 123 PAtKWOOD I}R, GREENVTi.L , SC 29609
0 120 180, L5 A RD/NC rHE PRESENCE SIZE AND tOCArION OP' UNDCR6'OUAW C3 301.$5 11o.05 109.44 N 40'47'22" W 20 52 55 INF"ORAlATION REG L6 L5 N 20 q5 43 W 9.77 9 70
U171Ir/ES 15 SHOW RtREON. NIS INFORMATION HAS 8C'&'N SHOW &ASW OM THE C4 361.95` 1,37.46' 136.63' S 38*16'07" E 21'45,33 j LOCArrON or A&OVr GROUND APPURr,-t'NANCEa^, AVAJLAaLC DESIGN PLANS, AND FLAGS , „ L7 L6 I N 25'50'55" W 48.21 P 0 BOX 3893 GRFRNV L SC 29608 L7 1 N 35'59' 16" c 60.29'
AND PAINT PLACED 8Y THC 41NDER0R0UN0 PRO7L•OWN SERVICE NO CE7?"nCATION cJ 301,95109-56 108,96 S 37'45 07 E 20 47 21 15 MADE AS r0 rw ACCURACY OF THOROUGHNESS OF THE INfORMAT/ON CONWRNING , „ L8 " ' PHONE: [phone] y L$ S 26'4454 E 14.68
UNDEROWUND UIYLJrIES AND STRUCTURES 51HOW HEREON. C6 275.00 191.90 188.03 S 43 4216 W 39 58 53 w- " , , . , " n L9 718 s 187.7 14 4 100 4 7 9 2 5 38 2 E 2 5 C7 1,1072-03' PAX: (864) 2323128 , L9 N 27' 15' 19" W 49.81'
L10 L1q S 65'21'21" E 52.28' 441CHA L S. PEMUE,PLS # L--4322 www.m3psurveying.com t3
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