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' i1 ~ ITI SAL COD 0 r NOTES .~,r<i~.` , ,ur pp ~ '~D ~s~
DADA - 0~^ 4a a • :on di•triot i. TOpr.XsR4PHIC AND GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND BURVEYOR~?~, 86 . o-,,
. I AGT~". 1, Ueet+ -All those u~ psrm~tted the LI zoning district e 1T I~QIJ RED . no new bdlbodrds! will Eaa p~rmitesd, ~ T SUITE 100 GREENSBORA NC a14f1l9, DATED JANUARY 13, x003, w WEST MARKET BTREE , ~ ~ ;
2m 9F S54da47 APRIL 3 1003 AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16,.2003. v CIDER RD. REVISED ~ _ I I GEOMETRIC DATA FROM SURVEY BY GIZIN9KI SURVEYMG COy 121 GALE~~ AVEy
MIN, LOT blzE No ecceee wm be provided to Nevlge Roed, except Fa M;N„ L(7T ~J4DTN ? ~ pariung, unto Burk, tma ewt the properties a ~ east enc oed, exupt For employee ADD T OVAL o I a Mss, AUGUST 2002. UuIJ to the east end wat are WINBTON-SALEM, NG 21103, DATED o 7 z NEvILLE RD. q~~,T
M N, ~?TREET ' EItsO za'wd to do LI Or t+nmlar 7~attng dutr~ct, c p • rat. I 2000 FEET FROM ZONE B IAREAB BETWEEN THE 100 YEAR AND 300 YEAR < RD. z j ~ P,
"s 1"~IT l9~Oti?'~?) ?5/5~ FT 9~) 'T a, THIS BITE 8 LOCATED ~'1 CTIYE DATE NOVEMBER ib, l988, ° ~ ~ SITE ~ ~ t+ ~ '
X9,42 ~ 3, Tried Dress will bs extended to the property ae the prii ~ RCAR fNCRTI?1 - FT For the property, pert ee the ime ecceae FLOOD) PER FIRM. COMMUNITY PANEL 3101110086 C, EFFE ~ , ~ , y ~ ~ IAD DRIVE ; F T WEST ~ p ~ :'-,n
SIDE lEA4T1 3. THE PR01°ERTY I6 LOCATED M THE UPPER RANDLEMAN LAKE WATERSI~D l1`,8 AND p
" fll'JE fWEbT1 25 ~ IO"a.73 FT T ~ FT 26 "9A)C, BLDG, FAG., FORK DEEP RJYERXWS IV) ~v ° ~ z r r7 n / - uuu ~ • 4!!'^
1'"~M. PLDCa, COYER ~."9~ ~~TE DATA ~ uuu ~
PAPlC1NG SPACES ~ D!S~ AY AREA R 1. PROPERTY OU,NER/DEVELOPER TI MAP .
{ I! ' r, ~ ~ ,,,'r,~,' ~"1 8 STREET YAF 1 LOGA ON ~ . 8 STREET YARD, BLAND ENIERFR 3E8, LLC
2,r~ E!'~PLL~?YEE.~~ OIL. LARGEbT $FI1FT 8EE DET, A/C2 8EE DET, A/C2.! ~ SOt11H PARK DRIVE .386 ~ .
R0,4p L ! R ~1RYICE Y°;F4IGLE I!9 IC9=!~NERSvILLE, NORTH CAROLMA 21'184 1 T -DAVID SPANGLE 1336)996-6060
TC"AL ~,y~ ~ _ _ R ARCHITEC?URE - - EXISTING NEVI(
~ 131GAP 6PACES 5' bR 1913 f~T!RI° PUBLIC Res REFERENCES I
1 ~ D~.4991P.590 ;ENGINEERING D.B. 3093 P, 209b ~ DUILDMG
I ~ nl D. B. 5609 P. 119 AYArG P L A N N I N G
P- a m " 85' d'S5"E ~ .n ~ ~ ~ P.B. 50 PG. 41 61TUMMOUB P P.B.961K~'95 ~ INTERIOR OESIGN
I81, / s , I'' i r ~ ~ / ill un CONC. SLAG OR PAYMG h P.B. 9fz PG. 90
~ i ~ ~ -~^3 181,E ~ B r !.&,3"~-, Is1,40' ----100---- CONTOI~iELEVATION - Ko er Bou4evard
tat ~ ~ ( ,,,r,,,,,~ T - 3, ADDRESS ~ 4807 C g 8"00 TRIAD DRIVE ? ATION 1100.01 Greensboro, NC 27407
i~ ^ I ~ / ~ ~ ~ I ~ ~ I 1 , ~ ~ i i 1 1 COUNTI' 6PDT ELEV ~ Teie hone 335-218-8282 MOOREHEAD TOU.N°~H P, GU LFORD p
GREENSBORO, NORTH CAROLINA =8' 8D= STORM DRAIN LME -8~SD - ~ Fax 335-21$-8010 ~ ~
PLEZ AvERY 7RANSOU ?5 BLDG. SETBACK ~ r ~ 1°!.O'R'E ~"?T, ~h r ~ ® 4 PARKMG v ~ d wwW.triad-desiengroup,com 4. TAX MAP DATA ~ STORM DRAM MLET
D~3 !Oa3 PG 92 ~ ~ ~ 6 I CNL , , .7T7 -l16 -10 6, ~ ~ :Q .i .1,~ID, PV1"'T 14 14' ~ ~ ~ I ~ - 18-1160-1 -46 0 i~ 95 10 STORM DRAM MANHOLE ~
` ~ PROrESS!^t~AL OE R~!;0?Ot 5. ZCNMG DISTRICT {~Ap~41,L OR ENDWALL
~ ~ Q' 1 ~ . t di 7 1 CD-LI -CONDITIONAL USE LIGHT MDUSTRIAL L. ALLAN HILL, R.E.
N~' 24' ~ ~ ~ .w. ~ ~ ! 91, , 19 b, ;r p I 9' N,D. F~1Tt7', ~ 4 ; , (CASE •3235) - -SS- - SArUTARY SEWER LME SS 4. ' 4 ~~~su~ir~~~
x,,,,885 5?'@0^, u~~ N,~ ,l ~ Q I ! I,.~ ,h : ~ ,..,_„E . ~ 1' L I • ~ • . SID, PYh?T ISTIrKa USE -UNDEVELOPED - S - SANITARY MANHOLE ~i 6. EX ~ ~ ~
~ 1 ~ . ~ ~ L
~ ~ BILLY C, NIN80N w~IS ' ~ k"'~"-x--..x_,,. I ~ ~ 1. PROPOSED USE -TRUCK 8Al.ES AND SERVICE - - ~ • Cp CO ~ i r ~ . • ~ 40 TYPE A •
p ~ x,.~ D3 2fD46 a% 631 .n '°"g .+...x! R p LANDSCAPE YARD, -o- WOOD PENCE r'L"; h a. LoT alp . re~a ACR~s ~
AGL 95-7fl7~-!160-19 "'`I ~ w , ~ 1-+~--,r.~ ~ 4- I ,rl~ ZONED a a e SEE DET, A/C2,1 = -"y 3 EXIS ~ ING BUILT UPGN AREA 0~0 ACRES CFL4M LMK FENCE X
~a~ uG 1) 5 t; N I r 1 _ ~ 'Y FK I ICoH'f OF WAY = 2~b0 ACRES ~ ~ 2 AREA M NEWLY DED CATER R - A-FRAME FOR NEW LOT I ¦ 11142 ACRES TREE LME '~'"^r"'^ 1 ~''yO f N~~'~~~~:
? :0 50 T~'pE ~ s ~ ?1'P,10 ~ x ~ I:_ '.,4NDS!,.AI°E YARD, r ~ 4~' TYPE .A. 1 t,MDECKING PRAPOSED BUILT UPON AREA ¦ 8.96 ACRES fb5b1%) ~qq~
~ SE ^1GT, AtG2,l , E ~ LANDSGAPE YARD, C:=;` I I WAYS AND OP,~NN SPACE ¦ OA ACRES SILT FENCE ~"-°---0 ~rl L~I~ ~9 ~ ACREAGE M PURL C DRA NAGE ¦ rr~sor~e~4~
8E 4 PElQSONNEL ~ TOTAL NUMBER OF PRQPOSED LOTS i 26' 8L LINEAR FEET IN STREETS ¦ CONC. cuRB a GUTTER ~ SEPT. 22, 2004
1~ GATE , DISTU D AREA ¦ 14,4J ACRES (1136%) ~ ~ JOSEPH I SMITH UNDI D AREA ¦ bb2 ACRES 128b4x) ~ ----W-'-- WATER MAM W
~ 29 ~..UG, BETBAdC h ~ PIPE 1 1 , BOLLARD, )LLA,RD, 3 PB 50 PG 41 T o T r
~ 'J0 TYPE A ~ I ~ rs LAND>'~CAPE YARD, ; a' ~I ' 7YP, DB 481 . G 1993 HAZEL C. ~UGCsL~ -T TELEPNONEGONDIJIT 1°. 6' 01egpUE ACL 95-'01$-1160-44 P6 50 FCs 4i
DET, 6VG?.1 c~,?' L?MITS rouT) s ~ , ~4'St~ E 250.0 ' , ~ ~ FEP~E ZONED - AG I DB 3330 PC, 10?9 ---•G---- GAS LME G . 100' ILUC I) ACL 95-'108-1160-22
s ~ ~ ~ w , ~ ZONED - AG ----E---- ELECTRICAL CONDUIT ! 40 TYPE A m~ (LUC U
` LOT LANDSCAPE YARD, ~ "d' FIRE HYDRANT Y
' ~0 n 3 n SEE DET, AJC2.1 168,41' 30' TYPE 'A' w N
'I'!;, ~ , ~ ~9 y~;', t ~ ^ D4 GATE VALVE LANDSCAPE YARD;
'~'1' ~ ~ 'P TOLD ~ k g, LOT LINEI .OT 884'09'30" ~ SEE DET. ,A~"%2.1 LINEI E 181.4 ' ~ n POST MDICATOR VALVE ~ „ CITY LI IT8 f//yy~, h. ~
, SETPAIGC r WI) h 8841 ' ,i 10 E 18 q THRJST DLOCK Q
~ ~ - q' 4 , w ~0
\ 1°' ? p"° ~ k fi i`: 4 e§ E ~ ~y{I • '6 i ~ ~ ~ . r:.:',`'~ ~ ~'.OPIG, DUhIPBTER PAD ~ 33 ~ Q ~ PIPE DOLLARD a
u~,~~ ~ !3) ?1'x2 ' T1R +L," ~ ~ 6 CHAIN LMK FENGE, .p ~ LIGHT POLE ~ off, .MK FENCE, ~
k 8Er 7..t, IC1.1 T ~ ~ ~ ~ ~ DE , /C2.) 'C2.) ~ TELEPHONE OR UTILITY POLE ''0+ ~ ~ ~ ,
, 1. j x ~ k a . TE N,D, f~T'iT, ~1~ h ~ ~ ~ ~ • n / L ~ PROPERTY ROW INE
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re !3, R ~ ? - ? - CLA881FICATION ?4, x i ~ SOIL ~
t / ~ F~~S, ~.~1~~ # ~ 3 r . / ~ ~
. , , .y,.,, ~ v MT. 1 ~ O• IRON PM OR PROPERTY COI~R ~ 11 ~ ' ~ , ~
- ~ 1m, LOADING DOCK ;v, ag, Q STaNE MARKER OR PROPEIm CORER ® >w ~ ~
J/; ~ r- b 9''^ ET YAF'~a, ~ GG?~.., PYMT, ?4, 1i ~ DUILDA'IG SE1D4C'dC LI'E ~ PvMT •
I ~ / SCREEN WALV I ,I 1 ?t, ~ Q ~,I ` - coNC, aDEUWx ~
~ ,4 , ~1 % UJALL, 11 ?4' 14 ^l r SWALE
' * ~ a i ~ ~ I ~E Al~GFI. . ~ ti ~ I AND, PvS1T. • # x ~ ~ ? ~ ~ ?4, 9 n 1 ~ ~
CC1~IC. APRONS ,~,;,~4, ~ ~ CONC. PV?'1T, ' ?4, DETENTION RJPRAP 13 r 1
a~ ~ lC~ 6TD ~ 4, ~ ~ 4 PE x / 7 ~ ~ , 43, POND , ovER ~ D ~ ~ PooL WET Roar c~EUC D ~
~ GANOPI' Aeov~ R sl ~+ATE / ~ c f ~ ~ x ar a''r~;:. 4 P'FR,SON~EL GATE , ~ EL. 910.25 I ARf~D 'A ~ , ~ENnay Pow TEMN'OItARY DIVERSION DIKE ~ ~
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SEE DET. K/Ca.l ~ , Y ~ , ~ _ SF,E DE , . IVC2A ~
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1
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1 T?ON PO?'~ ~ ~ ~ FOR CON~'"~,SG?ION 1 , I ~ ~
c'~,TRIP ~ k=+ , ' ~ ~O SIGFdT . 1m ' ~ ~ ~ P'ik pates OCr~~tion
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~.~1e'kA~ 7 o Q` t 6EGMENTA ~ I ~ ~-SEGMENTAL BLOCK I ) i / ~ ~
e~ p'~ 9 ~ ~ ~ ~ RETAINING ~ s , ~ ~ i~ RETAINING WALL ~ 4 ~ I
• ~ t °F~~'8 I'IUbT BE A M+N!*'~'"s OF TWD ??,~s:=A !N, CALIPER, "°s ~~*D ~ k lNGl~B A1°~OYE C~~-~iD_ ~,t~?~! w ~ ~ h WA ER t} CANOE' ; ~ < s~ (bE81CshF ~ ~ ~ Tl~F 9~?r'°~!.I9 E?E 4&`' ~I AND ~dAV' A C'~N =~~D'~ 0~ 3~ 0'!~'R Cf~'OPl' 18;~ ~ k70' SK~HT ~ (bEstGf~ ~rQ i ~ ~ \ ~ ~
v~,-ANTED.;L4iEN MA .1l~„, ~ ..APIOI°"l' ,rte s ;-r~ ~9d~:N ~'I.dWT~~~~, N ? ~ DES MUbT BE A i~iv"'~.n'1 OF TFdREE iAiCF1c,S "N CALIPER, t x ~O 8tX ,NG~I..v ~~04'E .,~!4AD;E 8' ST9~Po7' YARD, h TRIANCw4E ? ~ ~ 1 ~ 3f ~ - , L = y.~ - . ~ - ~ - ` RETAMMG WALL No. ~ ~ I
T 1~„ INCia 1N CALIPER MF.A3UUIRED S!X lNCNEB A~JJV,„" ^^'.~',ADE v.. , A/C2: ~ '1,4' / - - - _ ~ SEE DWG. C2a _ _ ~ GRAVEL ~ ~ s t
tlJATER WIbE UhIDERS ORI' TREEb MUST BE A ~l~1lM OF ONE , ~ P"~,ANTED. WHEN MATJ~ AN WDERSTORY TAE bFidJLD BE 15' TO 4Q1 Nkabi, OT~F`~' r.~lDER9TORY T'"t~..E81~;~ , S ~ DRIVE , a 4 ~ '~'"b ~
a!i. 11~, . i>~ I ~ C SIX 1NGFdEb ~ ~ ~.A~ ~ >rD. ~ ~ ~ 5 CMG, ~ _ ~ _ ~ ~ ~ M~ ~ ST~I P 8' STREET YARQ, - -1.~ _ _25+0 p / ~ 4 ~ - I I E~ /~~j~ ~ ~i~ n , E it =,.,yy_+A
, c ~ a ~ ~
~ TEIR ISE bNIiUBS, US!NGi 'SQUIRED PLANTING TECNN9CaUES t~.ANTED pA,R,4t.LEL 'O THE ED~aE OF AL,. APPRDYED WA ~ „ v ~ , SEE DGT, A/C1! 1 f~0' pUgLl # ! UNLOADING AF~EAB AND (,?~"'f;ID~~.. E`+ !A+:~ SFaAL.t .rVU"~aP'`~ ? `ZZ _ C ) PAFt?::'NCx LOTO, AGCE88 DRlYEb, LOAD NCx A'~,. ~:r r~ , ~ ~ PUBLIC j ?6+pp
, r ° v ~ ' , T~.O A'*'L> A MoN,i; ,e 36 AND 1 ~ ~ ~,BCA~.L.D AT A YIN~a.~,~ 81.E OR 3b iNCi~fi'9, SP...AD OR I~i~srw. L. P!-AN ABOVE ~ GUARDRAL, 2T+pp SEE DET. 9VC2.1 ~ - - _ ?+CC
A*J , ?^0~,1~QUIRED ~,T-R;1~r18E' SIBS ~ OTuEt~ .OCA: I~5 5,-.~. OF T4~ .~~.:AS `.'3"'E;,> u ~ 1 t t ; F T. ~ t M% A~ P~''~ AN~~, ~7`,~NI?ARo; w' AT T4^~ TIME ` ~
M~hw EYEr 1~ C?~ DEC;DUC?';"S, Sk.A~:. B., '4REE GA..~. ? / ue 1 ' , ~ ~ h}4Q'q / t 1 b, DBIYEUAY t~ X29+
* A T .!T T >r^ ~ bGAP'E 4of ~ ~~rtG~ DEPICTS 'A>'' ~ ~ ~ / APPLICANT ~"l.-~. 9,a' ~'"r . A DE A .A~ r~ ~ l ~`~t 4 L
~ TN!$ !8 A CC!~EPTUAI. LANDSr..APE PLAIT, " ~c ~U .Q,,1 ? / E T ' T AYb FROP". TwE 198~laNGE OF "~+E ~ PEPRI"!! Y.w~t BY Thh CC~eO / ~ T?~ P'-,A*1 r TYPES A3~ LOCATlaN6) WI . ~{Itd 9~7 D ~ - - \ - _ _ _ 30+00
, , N.T, LAND51,,APE~ r ,.A~! M4~'bT A..~D BY ~ ?~~~:~l~Y.a DEE'A*t" ',i~t ""C ~C:~IVIAKe 2 ~ , A ~ ~ D.EPi~'"E g5J ~ 9 ~ 31+Op N8,"48'40 ~ ~ - - _ _ _
AN l~,~GTiCN FCR T CER,TIFICATE'C.~ CGC.~;PANGY. t 2 . - - W- -
~ \ UdATFRWISE PLANTING TEGF#NIQUEb ? 2~ ~ ? ~ IOLD LOT LINEI r 9i,3g' _ Sl-
p ? PARATI09~! T*+f. ENTIRE LANDPiGAPE YARD IN~GLL1DEb TF~E ADDiT1~ ~ CR'aANIG A*!~TS TILLED TO A ~ p~ ~ , ~ L T h~ ~ ~ Z ~
v~PT~ ~ EST t~) .c TLYE ft?2) ~ ~ , Gv~ T a . ~ ? KWK LAND CORP. 2 w DB 5?93 PCa 21,am
r INTERIOR ~ARKMG LO ISLAirD.~ I,~IDER ~ 2 2, AL'_ "LANTINGS IN TuE .A~lDSCAPE YARDS S~,4LL dE MUL..+~D !NCa.UDMG r, T : ,M n~:w ~ i" ~3 3 ~ DB 493 PG 4159
~'.V"a .L',A~IDRED (5) ^ FEET TO A ~PTzi GP TF'E (3) TC ~R (dl P!~.~~^°4~ ~~?4s ?~A311:A„4.~!~ ..;..~_D ~E ?"~°,~"'i!~..a Al/+'..~. CANOF'1' ~'cE UNDERS'ORY bHRIIB O~LC ~0 ' A TYF'~ WlDT~I RATE TREE RATE RATE ~C ,,AFTER. ARE C/ \ ~ pB 5493 PG 21D0 ~INJ 'v ACL 95-108-1159-.6 Dal0 ~7l ~ 5 TYPE 'D ~ _ 1
~vr LANDSCAPE YARD zON,.D L CaRAPI~IC 5Ga1.E ~ rkaWn q,~ ~~~~'~.!N~ cad
_ ..,nnln ewe Tn ne r/+I.KtTG7~IPTF!9 dIRY~IIJr~ TLJF IN.4TALLED F+LANTS, n.,rrr,^ nr~eTVneln a' N/d 17!100' ~ .N9~ ' (UNDEVELOPED) j t ""a
i w awe ter.. ....ro .,rw . . >;-aT 4ra' ~n~m' 3~nm~ DEr. acr i Me » w
I C Y THIS ORDNANCE, ARE TO WV~- T05ET14ER + !RE Po l k % 8 , 4cA;rw Tycl.-: As Imn 33nmm' T 4. PLANTS, AS PE
~i` 2nG~r~' linmro' 1$! IN THE Fl" ,T "r=-AF'. OF px-mlr!I NOR, 4 6-V!aETYAIRD N/A nn~' 7 Check A. Y o', Job No. 04-030 k'.
S. rOR ESTAEILISWMENT A! SUlRVIVAL, ~~AN1° +ALL BE WA FAD EA r 5" ~ Tl'A~S? 2nd NIA
I FAST TYPS D NlA 2/iov, Il~l!?NJI' I ?'lsATiON - IT IS 9 xE>~TED THAT ClRII° I aATION, WHICH I IN CLVIDES DRIP t~A~ M w6, 5E U ILLQ =OR R OVI EP , w~A lt~i PA? :IW-i LOT N/A V2 SPACE& & STREET YARD, ! M FEET a SEE DET. A/C2.1 I inch ¦ 50 ft. e- oq
t i Yj?y C 7 ~A*°1 ` I , I~ITAL `I';~:'.J~APING PLM-F AT ~ ~3ED6 DURII~~x O~i14~D FV~ At3-;9P'lEN,T PEQ, IpD ,V°`7°L.R ANDF S? AS ~dAI?" , ~xA"Ck
C4N ?ICATE9 A YARD WITH 6' G>PAOt ° FFNCF AS Mr'TED dN PLAN SHEET - A 'A~. xol

~IG~ER'6 GI~RT!F!GAT!ON GF BTOfw~J1ATE4 G>eJALITY GONT~. µri
CONDITIONAL USES NOTES us azl
~ rd? rn eh~ comtrunitu rt le orseercne! +mon tr+e+» rur+v?'!' NOTE • ALL THE NECEBBART APPROVALS HAVf:NJIL1 f9E OBTAMED ~rf~ that, purewent to asrrerelly eccel~at~rd sngrnssrrnp ate ncie `r?~("I TFiiw 9tATE AND GORPb OF ENGINEEIQb FOR ANY WETLAND I. Ilea -All thoN ueu rated rn the LI :at dutru LI :olt dutrlct except G tOPOGRAPHIC AND GEOh~tRIC DAtA FROM SURVEY BY REGIONAI- LAND SURVEYORS, 8642 ~ "'9 •
r~ o~ reinPn;f from arsee t~e~ ,nr~a r rrmc t4 controR~! sa~,an 3ra-1-U2 ar t~ `.ar~x~,borc+'Je~'v~;io~me~i ~ "'9 rat r ~ iit ante ± !ate ? to or ~cr t~ IBT',JI~A!J AND BTfREAM CROBBItVG DI6TURSANCI=. ro n~u bdlboerel~ adi b~ prmrtted, Orf~~nenae re eontra,~ci !ay a permeneust di~rsd etarsnu~t~ faun y ~ ~ ~r#p ~ WEST MARKET bTREET, SUITE 100, GREEN8DOR0 NC ?1409, DATED JANUARY 19, ?003, to
rlsarr rn the Q &tOrmsueta~"'"'end Menue:. eee~°t+~ sr~t?~; "'a, ee ~y,..•.,,a 1. pl0 eCGNe wrll bs proVrdsd t0 iVsvrlls Rued, except I 4 AD ITIONAL TOPOGRAPHIC SURVEY DATED APRIL I6 ?003. - REV 8ED APRIL 3, 003, AND D ~ CIDER RD. p • Road, except r« employee ADDITIONAL GEOMETRIC DATA FROM SURVEY DY GIZMSKI bURvEYMG COy 1?1 CALEB AVEy r ~
• ~ perkx+g, until each Inns ae tht propsrtise to the seat ,ice to the aaet end lust ert UANBtON-bALEM, NC ?'1103, DATED AUGUST ?00?. lad;:,
/ ~ ~r . also =owed to en LI or ennilar zoning dretnet, dletrlct. NEVILLE RD. q~,R,K,T
$>GNAT49~ . . ~ n~, 9, teed Drrvs will bs suctsrrdsd to the property ee the THIS SITE IS LOCATED FEET FROM ZONED (AREAS BETtUEEN THE 100 YEAR AND 500 YEAR Rp, s xoperty ae the prllnery eccea FLOOD) PER FARM. COMh0.MITY PANEL 910111 ~ODBD C, E!°RECTIVE DATE NOVEMBER 18,1988, SITE ~
~ ~ ~ P,E. 6EAL ~ ~ ~ for the T I DRIVE
DATE ~ z dGi ~ ' ~ •'FM c ~ R " 6X8 TAI'I"ING I'~ ,,~0 r k .~~.~4yte NEW 19 DRIVEWAY SLEEVE AND 3. THE PROPERTY 18 LOCATED M THE UPPER RANDLEMAN LAKE ItWTER814£D IEAbT AND WE6T FOIQK DEEP RIVERXWb N)
, .°.°,'=~.,s, PIPE s f~% SLOPE y ,Ar ~ , s ALVE
I?~R'B CERTlFIGATION NOTI" CF BTO~lJATER C~WTITY GONT±~O. r/frr~+G;+~~~R+ ~ 15, DDL. CHECK 51TE DATA
~~A ~t~ ~,onmaka~~ ~eru~t+,refe) on thou len re ~d,~sr~9 fra ~du~ !~~t-~wilopu+e+tt ~ y~r 14 f~ etorm e~r~ant DRIVEWAI' RIPE BACKFLOUI !MlEVENTOR Thy I, PROPERTY OWNERIDEvlLOPER
enrr? ~ year 14 +~ur ~sorm etV+ent to e-d~prtl~ re.a, eee"~4+r sa ~~rA~I fN ABOVL' QrIEOIX~ID •HOr eox~ DLAND ENIERPRISEB, LLC LOCATION MAP
ee ~'~~1 °~i ee l _ NEY/,ALE 1386 bOUTH PARK DRIVE wo eca~e ?;r KERNERBYILLE, NORTH CAROLINA ?1?84
4 r . ~ . - _ Iuv D L Q , CONTACT • DAVID bPANGLER 1996)996-b0b0
1v',,ryle~ 1~w~r EXISIING NEW ARCHITECTURE
p~ / P.~. 6EAt " 0. 1919 s ~ R r, n . ~ PUIDLIC ~ DATE Z v OG~ ~ ~-a~'.'~~ REFERENCEb D8.4991 P. 690
• = 1 $ SFy 44; ~ NV-935,35 8" DIP WqT ~ D8, 5093 P. 2096 E N G I N E E R I N G . ~ pUILDMG
' ER D, B. $609 P, 119 P8.50 PG. 41 PLANNING
DITUMMOUB PAVMG P.B, 96 PG, 95
/hp ~R++ ~ 933.19 ' / , /P.Ry~~ I , FIRE DEPT. , ~ ' ~ Pa. 96 PG, 9m coNG bLAe oR PAVMG INTERIOR D E S I G N 5'I' . I '
' CONNECTION r ~ 5'I ~ " I 1 9 1 - ~ 81.40 3. ADDRESS CONTOURELEVAtION 4807-C Koger Boulevard
I I 3~ l 8100 TRIAD DRIVE , , Greensboro NC 27407 9 .940 MOOREHEAD TOWNSHIP, GUILFORD COWTY 100b SPOT ELEVATION 110001
' v ~ ~ ~ , ~ _ _ ~ ~ , ~ ~ Telephone [phone]
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® ) " ~ " T CLA68 D CONC. ~ STD. 40! MAN+aOLE IS FC4 OYER 96 . OTAL - 346 LDS, C3 3i'6D 40' DOD "Q
" SECTION A-A
~I? FoR~!~v~_Fg ovE~,1' vf'~2'1CAL WALL DfPTN STANDARD MANHOLE RING d COYER a ';rse"i; L+R~4«`W Mfl.vv'1'Y4' I W~ ±I~t4^'R CwW V~'~Y VG Y" 14 R6 9111 b ~ ~
N ~Crt!trli!','~e~'~ A' F IGK MAS N Y MANHO STANDARD BRICK MAS Y I T ' OR BR 0 R LE ONR DROP NLE FOR t~~ ~ , , JLET fOR 24" x 14" GRATE r u 9764 9Q4,4 ~ ao ,9e Dec z?o Q O ~
. ~ Q I6'eD na Do ,4o Tso Vann m 4~i9 "
C.O~G. STD. 413 ~NOiG. STD. 410 m n W +oµ ~u 9ou orb ed Dec 1A6
.
(°400)_6'-4_' 9N SLOPE A6 IIOIC, s'•D 4M Owb tD 4s6 b"OD oDDb 111 ~ -BtOPE AS INDICATED "Q
1~ ' (•40!) ~'-4" I ON PLANE ON PLANS 11 DI 91D8 9rom DEI. , ~
f 4' c YI T?+~oAr e1sD ~ ee Dec ` 'L' ~ ea1D 4AI ~
'~GT'~ ~ C~~~ I'~ ~ ~
I6'6D loc' a e0 4A1 ID"bD DI D1i Q Q
~ I ~ S ; ANDARD 3RICK MASONRY STORM S~UJER MANHOLE - p ro a 9QDAe 9Q1D 9111D bo ,9D De0 1Ji ~ aa~s h• 611e6
• ~ Q 0'OD p0' L09/3 L~0 1!1 I6"OD D0913 3D9
0 ~ p ~ C,9. PIPE PIPE ~ 10 DI 9Mi6 1n~116 91038 !0 16 be0 4.M _ ,v
" PLAN . ~ r b'bD DOD Tm nn r'eo DI66 1.9e Q Q
L-~-II/lh 11 ~ p1 1 i ~ 1 II 1 ~FpOt~,k, DOUEL IDAR'X'1 ~ a 116D 9rtb 9nD m ee Dec ~ uo ~
1. l~ COIrbT. JOM I6 U6ED) 14'80 40' x063 336 lie! 14'80 D003 131
I ~ ~ 3/4° ~ . ' i ! ~ TION STOP END ELf1laTI0N 0'RD
d z - h.~ac.. n I~ApW4LL DN'ETI610N6 11 M1 101D ffi,1b ffibD
. ~/i~ - } II O ~I ~ I V4 1 I I I (i~l (I~I p1~E SN'aLE DOUBLE 14'bD 106' D09 336 twl 24'bD D09 1AI
, ~ ,..~,.w,/4n " ~i I I I I I I i ~1 ~1 Ibl ~ N I ? ~ '~'.1F-1 _ 114 I I I I I I ~ I ~ ~ ~ 13 YI SOT 91310 98.11 9M121 I?6 !0 610 ie9
, r - ~ ~I I I I - - ~ F ~ ~ ~ 1 N 1 1 I N 1 ' 6'-0' 1'-fl" b'-IP 41'6D 40' 04e •J0 evl 41'bD Doe 634
, _ ~ I I i I I I I I Ib' 3'•1" I'•Im' 2'-II' 6'-10' ' 6'-10' T'•3' 8'-1'
_ ~ 24. 41.1N 21•IN 31,8" 11~' s M ^ y1 ' 1'-4' 3'-0' 10'-4' 14 FE8 91018
~ ! 30" 4'-1" 2'-4" 4'-b' b'-ID' ~ j ~ ~ Y . 1 N 1- N 1- N a i ,~0 ~ 36 b •I 1 1 b 2 Im'-4 ' 10'-4' 4'-i' 14',10' ?s W 919!6 ec.e b 9D 610 U?4
42' S'-1" 1'-YD' b'-II' >I'-10' ' >I'-10' 6'-3' h'-i' I6"11CP 40' DOD 16
OPTIONAL ATION 48' 6'-i" 3'-I' 61,8N Ia1~N ELEV CONBiIRUCTION 13'-4' b'-0' 19'•4' 184 ID'RCP DOD Db
JOM ti G 9ro16 914,96 914.10 1rt 16 610 Ib4
'1".~. COPOLYMER O'IICP 716' DO6 bi 3p 16"RGP DOb bb
s'OLYPROPI'LENE I (NCDOT am.83amu FOR CONSTRUCTION 16 W ffiai 913A0
PLASTIC Mk Ddte De6ClIp1,IQl'I
DETAIL 1=/C2.3 ,r_._.. NO SCALE Rtv1610116
°3 DEFORMED I6MICP 40' DOD JS ,11 ID'TiCI' DOD bb
STOP STEEL ROD P, 1 L./ 16 W • 91681 9rtb9 913A0 en,44 J3 16 be0 .11
1 II ~ *I 4 -0 NOTEg b'IICr N' OT6 ! /1 481 18'RGP D16 •1
4 P-'_'i6:. I~.4/1` Q11 ~jl_V11 SU
DEDUCTIONS v r ALL MORTAR JOINT9 29 1'EO eID1b ~ " Y p?
FOR C~!JE PIPE ARE TO BE 112" t I/8" I '"1 T~ I !O W e3!! 9193 I ,b ,eD 680 e3
S : A'~DARD PAS .C S „rP t I T PI
FO BRI~.K MASC~NR`! ~ ;RUG , URES C.M, RC. ~ BRICK MASONRY CAN COG STD. 411 R ~ 9 SIZE A A _ _ ~ ~ r RING /COVER 1. } ~i BE STANDARD CLAY s STD. 411 ID'Ra~ 40' D7 ~ .e e3 I6'I~p OT is F /COYER SI W e3ls 916~D0 9183 b ~ O10 e3
~.0~. 12" 0.x20 032 ~ ~ ~ BRI JUMBO BRI 1
. N - ~ CK „ OR CONC. BRICK c'1DCP sTa a 3o Isi c'~ D4 6D
15 0,031 0.041 3! W 91DD 908
iA " CONC. BOTTOMS 8HALL 18 0,044 0~6 NOTES
BE PAID FOR AS NOTES s1 cl eTOD 9ee4 .b ,x Dec es LLa
BRICK MASONRY CONCRETE 4'-0" ~ ~ 0 40' DI CONCRETE SHALL BE CLASS A ~ es c"roa~ DI DD
COG, STD. 4~5 t SH ~ OP ALl tOP SHALL HAVE A SMOOTH ss W 91cD e1D,D4 ffie 91D1 .c .9D Olm e3
8' x " ICK CONC. GO -R FINI 8 BR 8H FINISH le'lecr 9a ODD ~e s31 ~'1vcP ODD 18
PIER AT EACH
CORNER TUJO bb-1010 3" 34 PEO 91016
COUR~aEa HIGH 311 RADA TYP, 1 RAD„ TYP. RCP DENOTES CLA$8 III RCP WTN TONGLE AND GROOVE JOMTB AND BUTYLMA$TIC $EAI.ANT
$D DENOTES DOUBLE lU4LI. NDPE FNPE W?N CLEATED LOCKING JOMT$ lHl-Q BY NANfAR OR N•11 BY ADS) CI DENOTES COG bTD. 40'1 GI
4~' T CI ~ DENOTES COG STD. 4O3 CI
t, I ~ ~ QUANTITIES ~
I BASE H PIERS YARD INLET
M """'~T~ (C,YJ (PER FT. HEIGHT)lC.Y, EACH
CLASS B CONC. I ~ ~ 1 ~ 096 030 0.006 STANDARD 4 x 4 PRECAST CONCRET T Dote 9-~~-04 CONCRE E
Lll-/~TI/\\ I A A I
YARD INLET COVER WITH RING t GOYE STANDARD 4' x 4' BRIGIG MASONRY YARD INLET CAG. 9425 's COVER Lffftl9 CXJ rirMLinC c..ea
C WA bj A, Will
CAG. '424 Job No. 04-030
shoot

BERM
b' MM.
1' MM, FLOW OW 'T' (MIN.) d R' - r NCDOT
.TEFL ~TV..E POST NOTES 0 LINER liF REGi'D,) CLA88 'B' STONE . 1 N/NR I' THIGC NCDO ~ ~
I, Q1 AND QIO BASED ON 11" 5b IWFR IIO" 11 E IWFMR, IIO 1 ~618T
T HC.~!~ U)IRED TO P06. lOK'TICNAL) 00 • 1. pERM18818LE SFIEAR BTRESSE6 FOR ~ ~ S FOR I 1
k ~ 1, "MIN. WIDE ~G COMPACTED i EXCELSIOR 1,55 PSF 31 , EXCELSIOR CURLER II 10 F'SF ~H~ 'H' ?
~ FILTEE~ FA~~C SOIL ~ o~? F~ EXCELSIOR CURLER III 1.3 P8F P8F ~ P8F 'B' MIN CU FT/AC ? 0 0~(j I
GN 0 , h NORTH AMERICAN GREEN P-lmOP 60 PS' ~900P 6~ PSF ~
T - .b 0 0, ? I iG
; a FILL f31.0!'E ' ~ C~ • Q ~ ~ ~ A SCNEDUL •.r, , DRAI'+IACxE SUJ LE DRAINACsE S~UALE SCHEDULE Q
c~ " _ V . O \ ~ I11ON LII~R 'H 'D ~r _ ~ ~ ~ 6W4LE COND ER 'N' 'D' 'B' 'T' ELOPE MAX, FLOW MAX. FLOW VELOCITY MIAI'NMtiB SHEAR pEPTH lCFS) (FP8) n NORCE f tpBF)
~ * I TEPIPOR,4RY EXCELSIOR S I' ?I1 $0 Oi099 051
~ WIRE Af~D FABRl., 0 ~ ',O n ~ ~e M~ ~ 1 PERMANENT GRA88 9 1' .SIOR S I I 1 01DI6 Obl 41'I ?16 188 9 1' 1' 1' 0015 0bb' D,81 1.98 0031
[r~, { IPA, r G~ CrR 1 TEMPORARI' EXCELSIOR 9 1` k FILLI"D°;r"T~ 6?:~: 6 TYFNCAL Z PERMANENT GRASS 9 1' .SIOR 9 1` i' 1' 0,016 058' 9.90 ?M mmibb 1,81 FILTER 188 9 1' I' 1' 0r01b OA6' 4I?4 498 091 FABRIC
°~CT!O~k GEO-TER I' ARCHITECTURE
- NOTES LprER 9 TEMPORARY pcCEL61oR s .6108 9 I' I' 1' 0,01b O.bD' 1.90 1,90 066 051 O~8 SEOTION 186 9 1' r 7' Omlb o,44' ?A? ?a~ or09? E N G I N E E R I N G
1 - u6E 1" To 3" COURSE AG~GATEI TEMPORARY DIVERSION DIKE ~ F~E~'IANENT GRAS6 9 1 POST METAL - b' LOPS, TRlA!~LI~ STEP 1, STONE S ZE ueE aaIeHED eTarE,
4 TEMPORARY EXCELSIOR 3 I' 2" M~, ul'OT;a ~c+GWI~. DETAIL C/C2.4 9 I. .SIOR 3 I' I' 1' 0®3 0,41' 150 1.68 01466 019 X98 9 I' I' 1' 0.09 099' 1,88 ?Eb P L A N N I N G
W! ~ - ~ ~ ~ TH - A8 EFFECTTiIE, DUT NOT LESb TI~W IOm FEET. 4 PEI~'1ANENT GRASS G~~.r.:.,P~E 1. LEND 1WW EIbERlB) NChEB. NO BCAL.E ~ " ~ OVERFILL6 INTERfOR DESIGN
Y ..l?) CSR EQUAL 3. THICIQb:SB • N01 LESS 1 , FABRIC „-X a, WIDTH -NOT LESS THAN IULL UIIDTN Of ALL POMTS oR 6 DETAIL D/Ce D/C1.4 DESKsN M1C FOR SETTLEMErIT
T ~ e'a ~tarGl'~-+'>wD ~3TG~sw, ?0 "~'s.ArAriED L S Ga~E " 5.11lASHMG -WHEN AECE86AR1', WI#ELS SF64LL BE GLEANED PLACE RIP-RAP AROUND NO SCALE SETTLED SCALE TOP 4'IIEIRMN, 4807-C Koger Boulevard
b .:.w, . TO REMOVE SEDMENT PRIOR TO ENTRANCE ONTO PUBLIC PIPE AIS DIRECTED BY ~ gyp, Greensboro, NC 27407
BPACENCs P;.AG?•""Et+lT ~ PR6?9 U.9~~ HO!aWIRE TO BE lfd APART. OF WAY. WFEN WASH9iG IS REQIlNQED, TT SHALL BE THE ENGMEER ~ -~~T OF POS"~ yr*t„;~? HGVaWlRE TO CIE b APART. RKsHT I ' WITH CI~6FED STONE WHICH Telephone [phone]
DONE ON AN AREA STABIL XkD I i Fax [phone]
s ~ Cr'. ! ~ DRAB ~O ,{yJ q~pyEp REDI"~IT TRAP OR PrED MENT _ ~I~- , ~~G°°, Ml ALL 6EDN'I~R SHALL "..~E PIlEVOrTED FRJM ENTERING www.triad-designgroup,com
' ~ THROUGH USE ' X4'1" ANY STORM pRAINDITCr~I, OR U,WTEIiCOI~BE
. 4 I OR OTFRR APPROVED Q . of SANDBAGe,GRAva,BOA1RDO~ a I'ETHODS~, ~ A A ~ ~ E~RGENCY 8Y-PA68 PROFESSIONAL OF RECORD: LL ~ b BELOW SETTLED
F? 1' Sw4LL BE MAINTAINED M A ~ D«. ~ A. L. A/G2.4 b. MAA~IT9dANCE • THE e~rtRAN~ , 0 0 Ta° ~ DAM L. ALLAN HILL, P.E.
CONDITION WdICH WLL F~EvE,NT TItAdCNG OR FLOWNG OF ~ ~wt';.E SEDIMENT ONTO PIJOLIG R1GI~T8 OF W4Y. THIS MAY RE(.xIIRE ?/I 61DE ELOPE ~~~~~~~~a
PERIODIC tOP DRESSNG WITH ADDITIONAL STONE AB CONDTTIArS 0 MAX ~ ~ Y ~i
DEMAND AND REPAIR AND/DR CLEAN01lT OF ANY MEASURER gEE BCEBDULE FOR • VI SIDE SLOPE ~ ~ .
USED TO TRAP SEp1'BdT. ALL SEDI"B~IT SPILLEDDROPPED, Wxl 61~ 71?ACKED ONTO FUDLIC RIGN'TS OF WAY I'IUST BE ' WARNED, OR ~ I / MAX. ~ • ~ NATURAL ~ •
REMOVED ~piq~,Y, I r Ill ELOPE
PLACE ~!"~AP UP S•.wEf~ G~' CITCH FILTER 9' MK Z '
~ VEL CONSTRUCTION ENTRANCE ~ GRA MAX, 4' Ak 4' FIIDRIC ~
~ ~ ~ ua"WIRE MESH - CA~. 436 ~ FILTER FABRIC NOTE ~,~.'9 - SEDII'~NT CONTROL STONE SHALL sTp~E bECT1pd ~4 <<AN N,~`~
luEi?~ ~ NGDOT TYPE 2 9 BE No. 6 OR No. 51 ~~iN~~~o~~+~'
DE L n e .WIRE MESH SHALL BE HARDWARE SEPT. 22, 2004
_ Y 1 PIPE OUTLET EROSION CONTROL DEVICE - 1 ~ T PE ( . ~ No SCALE TEMPORARY SEDIMENT TRAP ll0 YR. STORM) 8 r CLOTH ?3 GAUt# MILL AND SHALL
r~ ~-~;;:t (SPREADER) n HA1~E V4 MESH OPENMGS. ~ D16111~DED 6ED, BTOItAGE BED. STORAGE SURFACE AREA EI~FAGE AREA 6ED, f30'ROM TOP DO1T,
_ ~ ~ GRaDE ~ I - AREA AREA REQ'D. fOFJ PIED'VIDED f CF) 1~Q'D. (9F) PI00YIDED (t3Fl DEF'fH DIM. lPSxIJ t)IM. (Bxl.) lE1,EV, TOP OF MIEN bNALL OE A MNIMIM (001 x Q10) 10x01 x QIO)
ti„ D TCH SLOPE SEDIMENT OF ASE FOOT EiELOW THE SHOULDER OR ANY DNER810N POMT, 1 ?.1 AC. ?2 AG 3960 CF 1080 CF 3916 8F 1048 8F 3?k80' 44'x9?' 9020
~a~~ I OUTLET CONTROL DEVICE SCHEDULE _ PPE FILTERED STONE T SHALL BE b FT. IN ? 3b AC. 3,6 AG 6480 CF 816? CF 6300 8F D3318F 1' 91kIO' 435c114' 9101,?!
T TU 71'PE 'W' 'L' d max, d 50 d min. 'T' 'Q' 'Y' WATER r, S RIC PEE I'-b" VARIER Z' MIDI. - STEEL POS 3 160 AG 10 AG 1900 CF tab CF 141? SF 1186 SF 15k43' 11k55' 9241D HEK,iNT, AND BE NBTALLED 15' DEEP ~ ~ 1 k6 ' 8100
4141") 1 145' 40' IZ" 8" 5" IS" 1.59Ipe TYP. n'I°, 3TR'Z 4 0,9 AC, 0.9 AG ko10 CF 1616 CF 1315 8F 1315 t3F 1b 10'x38 6 3 MM, ,qNp OE Of T1! SELF-FAS?ENER 6 05 AG OS AC. 900 GF 900 CF 136 SF 816 8F 3' blob' 14'x34' 9C1b
ELEVATION °vECTION A-A N A-A 1YPE. 6 15 AG 1! AG ? i0,a CF 3144 CF 1?08 SF ?144 81= ?6kb0' 33'x68' 9010
STR n9 ll8") I 105' 40' 12" 8" 18 834 fpe 3' . u)ooD F'08T 8F1ALL eE b FT. M SEDIMENT TRAP
I TOP OF P~4'~NC 3EYpNp -I I' M"y' TOP of STR'34 !IS") I 105' 40' IZ" 8" 5" 18" 8.501pa TI - I CTZONAL 1=L . ~ MUL D RE ZONAL ~LOUJ HEM. ~ ~ NBTALLED 15 DEEP ISLAND OVER MM„ AND BE 3 N DIAMTER
WEIR EL.119m p " . . " " g" IS" 1,50 t310-AREA lID) 1 8,15 15 IZ 8 ~ DETAIL E/C2.4 1N~T ~
OCK INLET SEDIMENT TF R - 1°01T 6PACNr 81~4LL BE A h1pJCll"KM 4 MIN. ~ ~ ~ ~IMENT TRAP ~ C.~ OF 4 O.C. NO ScAt.tE DIVERSION ~
1 DETAIL G/C2,4 DIKE
DETAIL N/C2,4 N/C2.4 " 'CI DA Nc. OF a 1 _ _ _ ~
W-: wn~'.:~, NO SCALE ~J ~r~ NCDOT ~.E (ACRES) SLOPE DRANK HOLD-DOIW _ 81AKE8 . _ ~ ~ ~
N=---. t 4 CLA86'D STONE i ~ _ 311 61w 05 1 - ~
Ei.. VARIES IEEE PLAN) 6 1w ? -
~ - -
L _ ~ 9 ~ ~
i ~ ,p - I 4 , ~ ~ ~ 149 ~ ~
I' MTI, ~ ! 4' MM. H 6. T ~ 1Rm - ~ NLET - a
9FC; ION Sg tNN~ - _ - I- ~ y i_
_ IIL._ I (il I II - - - - I ~ 0 - -I ~ M1 PLAST C II
'~OGK Gd~~.CK DAM W arol~ LEVEL _ _ _ _ _ _ r R ~ - - - = I I-11~ _ ~ ~I COIlAYsaTED PM'E
~t+l ==-~I A _ c . I II~II! II ~ I ~i ~I TEMPORARY SL01~
>~Q SCALE
~I TAI / 4 ~ DE L L C2. ~
LEVEL LIP $ LEVEL SPREADER of SPREADER STAdILI~ED ~ SCALE - - OUTLET ~1
~--f
T c g;~," CLASS A NJAI.L wL. ~ DETAIL Q/C2.2
RIP-RAP ~a
' NO SCALE !J4" CHAt'PER "1 I 3 TP•~!R ?~iF1D 3"10RIFICE 0
Z'-®" LAP 1 CONSTR JT, 1/1"xV?" 1MAXJ Q
1x.4 KEY i T/UTALL EL. 915.15 SCREEN MATERIAL
~ ~ ~ 4' MN.
" i V1" CLR 3 ~ a 3 (~JFICE HOLE ~ ~ LE~rEL l4ATl /MAINTENANCE WET DETENTION FOND OPE ON
~ , „ , A TH: FOLLOMJNri TA9K6 511,4LL t9II PERroRMED AF1ER EVERY RW-O~F Fg1OD11CING
~ ~ 91t~?b ~ I ~6~8' EA. FADE VERT. ® STD. 2 -m b RAMALL tv9iL OR MONTi~LY A8 A MNMI1.
„ ~ T/SPILLWWY EL. 9150 ' • f y '6 ~ CURB 1 GUTTER L REMtM DEt19R18 FROM TRASH ItACIG
. , . , ~ paeac~at oeeTRUCTaNe FROM OR~IGE oun.ET,
~ ~ ~,1 v TOP STEEL FLANGED ' US" MIN, STEEL TAPER CURB ~ ~ 3. c~eac ronD BIDE BLOPE>'~ AND DAM EMpgNC"lNt. REMOVE TRAbIa AND REPAIR
CLAD I ~ ,~..,n ; K=.vJt~~~ l . w4~16 EA, FACE HORIZ FLANGE FLUSH ~ r' - EROOm aeEab, TRASH RACK GUTTER I FOR CONSTRLlGTION
FILTER FABRIC n ~ 'b eEHtrID EMUS. BEHAVE at:DIhENT w~N Dt9'?E+ a a+Eac eEDtretT L ~T. ~ REaa+Ee l~14 DA~FLE r'Yt Dots DaroCrl ti0n
3"10RIFIGE HOLE PLAN ~ UJALL " n P
~ ~.A~~ ~w R T TION JT. ----------Q----- CONS RUC _ _ NORMAL I°iOOL a trlE FoLLOMINr+ tA1K8 bIi4LL eE PEIPORMED t:VERY TFMiEE MoNTHe, -Q______-- R~vlelon0
. EL, 910. EL, 910~1D T 1 M~ePECt etonrMwTER coLLECtaN eY6TB11PIPIPtG, eTwcTUREe, euTiaLt=e~ FOR PROPER OPERATIOK REt'IOvE TRA9FI, SEDIMENTS OdSTRUG IONS
*,~t I ? r TAI N/C2.3 1x4 KEY ' .r A.L „/...2.4 TORM EL.911b9 EL.9p0 DE L . ' 100 YR 8 , SI~FFACE eYeTEn
a ~ 6G6e~ STOIE'1 EL, 91614 I NO SCALE , . WATERSTOP 10 YR ( RIPRAP PAD E EL, 90843 NSPECT RIPRAP ENER~SY DISSIPATORS FOR ERt7010N AND WDERC1lTTNG, RErAMQ AS REQJIRED.
YR STORM EL. 915b5 EL. 91026 - - - - - - - - - - ? I " PLAN 9, tEPaR ERODED AREAS AND REeEED BARE tsPOre T?+ROUr~aur, To REDUCE
EL.9I01D ~ ~6~8 O.G, I ~ 0 0 0 EL. 9060 3 1 STD. ?'-D' RIP-RAP SEDM@IT GENERATION
FOREBAY SEE PLAN ~ EL. 916.1 ' , ~ 10-~ Tap CONT. cURe ~ GUTTER Zen IT. SLOPE PRt~, 4. NSPECT POND OUTLET DEVICE6 A~ GAL DOMNSTREAM Or DAM, REPAIR
3 i S T ' ! L AREAS DRAMQrG ~ ~ (~!,9;Aw AFTER AL EL, ~p~p I , / t/FTG. GRADE UNDE1iC+,ITTNG OR DAMAGE TO CK4MIEL LMING,
'*1T0 POND ARE 6TADILIZED ~ . a i I - - - - _ - _ ~ T ~ - • ; ° • SEE F'LIW : ` b. CIEGK pCYN6TREAM DAM FACE FOR EVIDENCE OF SEEPAGE OR OVERTOPPIN's, SEE PLAAI ~
RIPRAP PAD ~ FLOOpIWTER 6TAGE i ~ ~ G THE FOLLOMING TASKS 61W.L DE PEIr'Ola'ED EVERY SIX MONTHS,
_ . - - - - - - - SEE DET. JIC1~ - ~ . .1 L N6PECT NTEItlOR OF OUTLET STI\JGTIMIE. t1El"tOVE ACCUMULATED 8EDRIENTS
r' . WQ. STORAGE ~ ' EL. 910 • • ~ ~ ~ ' OR ODSTR~GTIONb,
- - - - - - - " - Z F'Br1, WYQ BTORA~iE n ~ C18rpC POPD DEI'iN AT VARIOUS LOCATIONS. REMOVE ACCUMULATED SEDI'FNT19 F DEPTH R LEOE TF4W !J4 OPEGM`RD,
TIC ~ ANCHOR SYNTHS CLEAR TRP.ES AND aArLIrGS FIIOM DAM B'CAN@'ENT.
- F'8i'1. eEDIMENT STORAGE C INTO y FILTER FA~RI
, " 1 1 ~ D -0 I -D" 5.0' THE EARTH D. ~eRA<. Q
~ u SECTION 1 Mow PONY d~ IIEGULAIlLY TO MAINTAN MAXttMUM GR4e61$"KwNT aP b', NOTES
T NCaCT in tl'-0' I THK NGDO uq~ d OTONE X61 STONE A P-R+4P TO 8E USED REM01R? VEGETATION W~ICFI GROWS WTFIN POND. EXCEPT uR'TLAND GRAeSEB GLASS RI ,qLp,~
!F GONG. UJE I R I FOR MONITOR POt~ DRAYD04N TN'E. F DRAUJDOMN EXCEEDS TADULATED TP'E, QUANTITY of RIP-RAP REQU RED
M NT IN 'A' DETAIL K/G2.4 ONE GUTTER WILL BE 12 S.Y. REMOVE ODSTRUCTION6 t~101M ItlSER ORIFNCC,
TI D / SEDI E BAS UJET DETEN ON PON No SCALE 4, INSPECT OMEIGOiCY 61MLLLLWY. REPAIR ERODED AREAO AND REMOv1< ODSTRtICTI0N8, CURB OPENINCx
DETAIL M/C2.4 OSION C T O I S. PROVIDE RI'M' TO DRAN POND FoRMIUVTENANCt: ae REQUIRED. ER ON R L DEY CE
No RcaLe
TAI /C2 4 NCsINEER'S CERTIFICATtpN OF FOND AND DAM SAFETY DE L P E
~ . T . STORAGE SEDIMENT TOE MAJC SED. DESIGN pEWATER WEIR TEi'1PORARY SEDIMENT BASM'A' BNALL BE COMPLETELY CLEANED OF SEDMENT F,sA~"A! DPA~ACaE G~!3TURBE~. SE7.5 ORAGE SED No bcALE ~~,~~~~~~~",,,b I, L AJlen HUT, PF. oen~ry U+et +l+s eta+nwter pond Ind dNn ehoun on ~e plen Ntuha • tN ~ ~ Nonh Cerolw Suw Deep Sex u. or 1961 la Am~rded 199!!)
DED DEPTH DIMENSION DEPTH OtlTLET FL~J lQ1) TRhE LENGTH AND UFl'~RADED TO FUNCTION AS PERMANENT DETENTION FOND AFTER ALL P'cl~"1ANENT AAA Ap,4 ~GX,IIRED PROM EROSION CONTROL METHODS ARE ESTADL18EED A6 MDICATED ON FMAJ. SITEWORK Ql~,,.....,,~(/ hqur~..nt.o?U+. rty 11'°ug?' , DdIQ 9-??-04 NOTE - A eoPY of THE APPROVAL FIIOM THE STATE ON , E g S 1 erd ur Rybe endR.~uletxx~ a pr««+t~d r, ur NoHh CerolMe Adee+ueretiw Coda T !>.16A,
~ Y CFS 1-4 DAYS 8' a 25'00 CF 18,914 CF i WA b 3 ORSFICE R9,4 PACKAGE DRAWINGS. THE BAFEfY aR tHE DAM uALI r'!E PROVIDED TO TFE CITY F p , aer Ewn n u+. ue• whr. t1+. dam ~+orn a. Ua ten a d.s«,n~+.d of GIQENeeoRO PRIOR To IdSLLWC[ a ANY CERTIfICA1C ; c ti : ~ °a" . 8er.~ ~r~u, p, a. +,r+. t~r~.d Drdun q,~ FINl;LINE Ced . Q' Y+~ tlua a bo ex~pe hon Uy ebow noeod De y ~N+ que
A 2.~... 1.1C. 14,C' AC. Derr-r~reuer ere 9. _ ~J
vcn~ r; design wgmw, unify that vo pons am mm are 4m4rea w cm oafs aria . w ,K ~k ~ A. Will
:~E*~ '?vT~IOPO" ATf0N5 ~,?v , ; CA_ C~_ PE 't IQ V7 iJNT 6EDMENT • 1~ protact,on of Pdolic heahlt earety, Welfare, and dow v"m property. I uidwetand wt Owe
WG. PERMANENT SEDIMENT PER'1ANENT SEDIMENT STORAGE PROVIDED IN I'01lEDAY6 PERMANENT SEDIMENT W,Q 04 ITt 0= SITE AREA POND AREA TB1P, WQ Wa W,ra. RELEASE TM OF WEIR ~ ~ ~ ~ owahcatan u the c6mVn argue shall rot reliever Vw o~ or operator of the pond and dam S OUTLET TM 1-100 GAM LENGTH •F ~ from the WWI duuee, obl~9+lions, and l~abdrZUe arse each oWnwelxp or operotlort Job No. 04-030 • . N . . CONCENTRATION 1-10 0-10 '•.,01 Nle. .
.1'r-UPON Mi-T-UPON AVG. PERM. W.Q POND PROVIDED STORAGE REQUIRED STORAGE PROVIDED (NORTH) • (SOUTH) - (TOTAL) STORAGE MOD. M FOREDAYS OUTLET ORANAGE Mli- RACsE AREA STORAGE DEPTH SACA REQUIRED PROVIDED STORAGE R>MQ'D. 6T AREA Dp.4+ r E AP,EA DPI 4
- 163 CF MA25 CF 1369 Q ~ 1,351 CF ¦ 14,116 C~¦ 8012 CF 3~'# 49: 615 FT 166% i6J19 SP 20000 OF 41p56 CF 141,104 CF 10, 30'# 493 DAYS 10 MNy 6A IN/HR 963 CF$ 8A0 WINE 132A3 CPS 4o (LAN N%0,- 6Waure and 6"] of W. Lawwd 81met 'eh~e1ep~N' I'roheeional Eneerw
12 AG. , AC. 0,W AC. C204
? + CxAC HELICAL. ALIR4PMM OR EQUIVALENT u.

CONDITIONAL USES ING DATA NOTES 4 1 us 2
Z~I _
ITEM REQUIRED AGIUAL I, Uese -All shoes wa ps?mittsd ~n the LI coning dietrict no nsw biliboarofe will bs psrmittsd, son dl~srlct L TOPOGRAPHIC AND GEOMETRIC pAtA FROM SURVEY BY REGIONAI- LAND SURVEYORS, ab4? pQ Ing sxaspt a WEST MARKET STREET, SUITE 100, GREEI~BORO NC ?1409, DATED JANUARY 13,1003, a
MM, LOT SIZE 101400 dF a54,i41 SF REVISED APRIL 3, ?003, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16, ?003. w
MIN, LOT WIDTH 10rd FT 1, No ac~see will t~s provided to Nsvilis Road, sxcspt rc CIDER RD. toad, except for Mnployq ADDITIONAL GEOMETRIC DATA FROM 6URVE1' BY GIZINSKI SURvEYMG C041?1 GALES AVEy ~
MM, BTREEt FRONTAGE 16 Ft perlung, until euoh+ Inns ae eht propsnise to the aet any MIN, bETBACKb oleo =onsd to an LI or enniler sonxig dutnct, ~ to tht Asti and ulMt ar. WN6TON-SALEM, NC ?'1103, DATEp AUGUST ?00?. NEvILLE RD. ,4RRMGT 0 •
FRONT caouTN) 25150 FT ~ FT THIS SITE IS LOCATED ?000 FEET FROM ZONE B IAREAB BETWEEN THE 100 YEAR AND 500 YEAR Rp, Q
REAR /NORTH) 15/50 FT 189,41 FT 3, Triad Onus will bs sxtsrKJsd to the property ae tl~ pry pKty a~ tl~ primary acc~a FLOOD) PER FIRM, COMMUNITY PANEL 3101110086 C, EFFECTIVE DATE NOVEMBER 18,1988. SITE ,n
SIDE (EAbT) 25 FT 100 FT for the property. SIDE (WEST) 26 FT 1033 FT 3. THE PROPERTY IS LOCATED M THE UPPER RANDLEMAN LAKE WATERSHED (EAST AND WEST IAD DRIVE
MAX. BLOC. HGt, 50 FT 18 fT FORK DEEP RIVERXWS IY)
MAX, BLDG, COVERAGE i0% 8,13% PARKNG SPACES l.,q~ SITE DATA
5 + /1101400 8F DISPLAY AJiE,4
f 5 + 5i,50(d1101d00 8F) II I, PROPERTY OWNER/DEVELOPER -8' STREET YARD, BLAND ENTERPRISES, LLC LOCATION MAP
1/3 EMPLOYEES ON LARGEST SHIFT 8' STREET YA SEE DET, A/C. rl~rd ~ 1/3) i1 SEE DET, A/C1.1 1386 SOUtH PARK DRIVE No ecal.e
1m Ire _ _ NEY/LEE I PER SERVICE VEHICLE RO,4Q L KERNERSVILLE, NORTH CAROLINA ?1184
88 6 TOTAL HANDICAP aPACEB 3 5' CONC, - - CONTACT • DAVID SPANGLER 1336) 996-b060 D
8R 1919 60' STRIP PUBLIC RNI EXISTING NEW ARCHITECTURE REFERENCES
i i 1 v ~ DB, 4991 P. 690
Zm ~ ~ m Ds, 6093 P, 2096 U E N G I N E E R I N G u BUILDMG u D, B, 5609 P. 119
„~5 E 181. ~ n ~ I i P8.50 PG. 41 BITUMMOUB PAVMG P L A N N I N G
/ N ~ P8.96 PG. 95 ~ Pa, 96 PG, 90 ~ cON1D eLAe OR PAVING INTERIOR D E S I G N
1 ~ isl, •I~~~~ X40
_ ~ 7 ~ 3. ADDRESS - - - - - - - CONTOUR ELEVATION -11001--
~ 1 I 4807-C Koger Boulevard 8100 TR AD DR vE ~ 1000 SPOT ELEVATION ~ t1o0,01 Greensboro, NC 27407 MOOREHEAD TOWNSHIP, GU1LFaZD CaNTI' Tele hone 336-218-8282
24' . P • • z GREEN88oRO, NORTH CAROI.MA =8' SD= STORM DRAM LINE -8' SD - Fax [phone]
PLEZ AVERY TRANSOU 15 BLDG, SETBACK ! Ott % DB 1043 PG 91 4 ~ P 6 1 ! ~NCs ONLY , Cii'~?~ ~ 0
AGL 95-1018-1160-10 ;Q ~ . a.?,p, ~ 14' ZONED - AG ~ ~ R , 4, TAX MAP DAtA a (j . gT www.triad-designgroup,com 14' ~ I 0 ~ ORM DRAM MLET 95-1018-1160-1, -46 ~
ILUC U ~ r i ~ L J STORM DRAM MANHOLE
i ~0 ~ ~ 11 N ~ l H 6. ZONING D18TR1Ct I~+N ~ 4 2905 PROFESSIONAL OF RECORD: ' 1 CD-LI -CONDITIONAL USE LK~1•IT MDUBTRIAL J HEADW4LL OR ENDW4LL
' (CASE `3136) L. ALLAN HILL, P,E.
~g85 91'00' 34 ~ v ~ ,D, ~ I TYP, E'. , -.~0?`~ N L 4 I s. DENR -WATER QUALITY - -SS- - SANITARY SEWER LME 88 YyETWIDSAND STORIANATERBRhNCN ,1~~Nt'llt'~h~rr
~8~ 6. EXISTING USE -UNDEVELOPED - - S~ - S,~WITARY MANFIOLE ~A~ ~~~i z
i 14 BILLY C. HINSON w ~ _ - l0 sS ~ ~ ~A~ 1. PROPOSED USE -TRUCK SALES AND BERYICE - - - CLEAN OUT F 0 • - ~ TYPE CO CO •
DB 2046 i'G 63l m b ~-ie..~ ~ ACL 95-1018-1160-19 Q' ~--K~ I rv LANDSCAPE YARD, ~ '
ZONED - AG ~ ~ 10 ~ ~ ~ SEE DET, A/C2,1 8. LOT SIZE • 19b1 ACRES o---- WOOD FENCE ~ 3 EXISTMG BUILT UPON AREA ¦ 0~0 ACRES 10~0k) S I
~ /LUG U n I ~ CRAM LMK FENCE -X- ' ' "r AREA IN NEItLY DEDICATED RK~H1 OF W4Y = 1b0 ACRES ~ _ A-FRAME FOR NEW LOT 1 ¦ 11.01 ACRES rww,,ww, ~n '.~ti
i ~ 50 TYPE ~ LANDSCAPE YARD, ~ ~ , T?'P,10' 60 TYPE A i ~ UNDECKING PRAP08ED BUILT UPON AREA • 8.96 ACRES l48b1~) TREE LME I N E..
~ ~ SEE DET. A/G1.1 LANDSCAPE YARD, I , J _ ~i'Q ~i` ~ ~ ACREAGE M PueLlc DRAINAGE W14Y8 AND OPEN SPACE ono ACREa SILT FENCE SCAN N.+`
SEE DET, A/C1,1 ~ i 4' PER80N~1 ~ tOTAL NUMDER OF PROPOSED LOtB • I ~~rr~~~l~a~~~ 16' a-p~,, ~ LMEAR FEET M aTREETB = cuRe ~ GuTTER JAN. 12 2005
~ GarE • 1D BLDG, BETB,y~ / ~ JOSEPH I SMITH DISTU AREA ¦ 14~ ACRES f113b8) i ~
TYPE ,A, PIPE ~ I PB 50 PG 41 UNDI AREA = 6,61 ACRES f18i48) W WATER MAM W
LANDSCAPE YARD, BOLLARD, TYP, xL'~' DB 4181 PG 1993 1°• ~ AGL 95-1018-1160-44 HAZEL C. TUGfsLE ----T---- TELEPHONE CONDUIT T b OPAd1E ZONED - AG PB 50 Pis 41
SEE DET, A/G1,1 ~ Tel' LIMItB (q~t1 15~r,~ FENCE (LUC U DB 3330 PG 1089 ---•G---- GAS LINE G
ACL 95-1018-1160-22
~ or uNE) 4m' TYPE 'A' ZONED - AG ----E---- ELECTRICAL CONDUIT ! LANDSCAPE YARD, ILUC U
~ SEE DE1, AJC1.1 ~ FIRE HYDRANT Y'
r 168.41' 60' TYPE 'A' w D4 N
(OLD 8/ LOT LINE) LANDSCAPE YARD - GATE YALYE OT LINE) .~,~"E ~ . A/C1.1 - ~81.4~ CITY L I ~ ~ P081 MDICATOR YALVE
,SETBACK 3 , R s w t h e T8 our) ~ N C
0 ~ 10 E 181 e~ ~ THRUST DLOGC Q _
v ~ 13 GONC, OUMPST ER PAO ~ 0 O PIPE BOLLARD o
' i l3)12'x2r~ TYP, , V LK~IT POLE ~
SEE DET, /C2.1 i CHAM LMK SEE DET, /C2d .MK FENCE, ~ ~ G1d
0 ~ ~ HD, PVMt, PROPOSED ~ • ;T \ TELEPHONE OR UTILITY POLE ~ ~
h f_ PROPERTI' /ROW LME
BUILDING . PVM1', 8 j? /?,0, E ~ i , 3 ,r 6, ?4, g ~ EASEMENT LME ~
h 3 , / 2 STORIES 3 / ~
' SLIDNG GATE a s GoNC, PVMT, 31,250 SF 0 BE SCREENED) 9)• I'' HD. PVMT, ?4, x ~ ~ ? - ? - SOIL CLA881FIG4TION O / `
ti~ ~ FIRST FLOOR ND, PVMT, ~ ' '1T. • ~ 0 IRON PM OR PROPERTY CORNER ~
_ ~ ~ 60, FFE 921.0 8 , O 8 ~ STONE MAR1ClR OR PROPERTY CORDER ~
~ ~ 8 atREEt YARD, ~ ga ~ SEE DET, A/C1,1 ti ej LOADNG DOCK GONG, PVMT, ~ PVMT, 14, II ~ FOREBAY pUILDMG SlTBAw!.K LME - - - - - - - ~
~ SCREEN UAALL/ a 9obm I• y ~ EL. C
~ RAMP IUALL, ~ I cn60 ) O u d ~ ® carc.61DEWALK ~m ~f, µ q ~•.U~tix `
~ ti ~ ~ SEE ARGN. DWGa. ; ~4, ~ .tip O •9 n ~ ~ ~ I O Q
~ ~ ` ~ ~ CONC. APRONS ?4, 8 1 i ~ ls, ~ ~~5 13 ~ RIPRAP I y
~ (COG STD, 501) 1 , Y 4' PE ) CANOPY ABOVE x A~ K OVER
~ . GATE 4 PERSONNEL GATE 45 SLIDING HD, • ~ 1' ~ 1 LLV H/C ACGE88ABLE GATE t' { x DM CHECK AM C' (t vv~ W TLgNp ROCK D ~ r~ ~ b O •y ~~~H EXTENDED >D ARC
~ ~ 1, ` q0, A D D HARDW4RE ~ ~ / h WC SIGN K ~,3g, ' , bQ; ~ a, Y ~~xk S f I < ~ ION TEMPORARY DIVERSION DIKE ~ x x x I `
?pj,: ~r.Ttvvvy WETLAND N~~ 1 \k {~n>,~Y ~ HIGH MARSH EROSION CONTROL MAT NORMAL POOL ® .C C'~
b 30, ~6~ ~ ,4,8 ~ I\ ~ EL. 909.16 ~ I S 5 y EL. 910.16 .ca I (8160 SF) CANOPI' TREE
\ h • / ~1r ha H/CRAMP 33, i486 +``.,.?...L. \ ~~+t ?4, Rg SEE DET, C2, 9, . x~i ~ P x ~ ~ t~ Lau MARSH
` ~ ~ ~r ~ ~ 5' CONC, I X33, . ` ~ ~ tp g ~ ~ I EL. 908.16
~ ~ ~ ~x ~T ~ I (8140 SF) ~ ~ I ~
' ? AC. I ' ~ ,x , I
~ ~ ~ 'Q 1, ~ ~ , PVMT, fix, i / ~ ~ x MICRO POOL I RD RAIL, ~ I EL. 9060
\ ~ 1~ fa RIO 'Pd. h , f .R5 ~ ~ ~ I 6EE DET, K/C2.1 \ ` l ) I
, K/C1 ~n i 3600 SF ~ ~ Y 1 I
\ 12' ~ ~ 31 R5' ~ R ~ ~ ~ ~ ? ti0 R ~ 1 r„ T~~ I I ~ ry ~
I I 1'v~ r~~k ~ I
I x I I I ~ I M~UP• OAR ~ I w
vrS D yETLAND I 1 I-12-05 GEN. REV. ' r~ r Ig' ARC
5 ~ y~'~. ~ . T, H,D. pyMp; STRIP ~ / ti~tiZH rx I I ~ ~ TI r I I I _1 FOR CONSTRUC ON
~ ~ 5~0 SKsHT ~ ' / K~`/~ v I x ~ Yk ~'~n ~ I ~ Mk Date D~scrl t,1011
~ ~ Op p,~~ ti~~ry~~ c~a , ~ p 0 ~ x FoREBAY I ~ WW
3 rY r1' y^ ~ ~ I F I ~~r~\x~ ~!j EL. 906.0 16 BLDG. SETBACK ~ Q RtVI~IOM
~ • ~ ~ ~ ~ 11,89, / A I 4y~ ~~i ~ (1160 SF) y ~j r ro x I 'C Y ~y~` k x Z!~ I ~ "Hi'v~ x ry Y ,p, ~
\ ~ 22x . ~ 13~ re~w+ia. r P' I I rrNia~
LANDSCAPING NOTES o R , w~ ~ ~ xy I I N- ~ y~ ~ I I ~ / x 1 I ~
340"\ ~ ~ " ~ ~ ® ~ ~ ~ ~ ~"`l.. WATER WISE CAN01'1' TREES MUST BE A MMIMLIM OF TWO MCI4c8 M CALIPER MEASURED 81X MGNEa ABOVE GRADE WHEN IU ~0 ti ~ ~ t . ~J ~ s I U ~ I
PLANTED, WHEN MATURE, A CANOPY TREE SHOULD DE 4m' HKeN AND NAVE A MMIMI~1 GROWN WIDTH OF 3®, OTHER CANOPY Il6 ~ i ~ ~3\ ~ ~ x10 SKaNT \ ~ ~ I
TREES MU81 BE A MINIMUM OF THREE INCHES IN CALIPER MEASURED afX MGNEB ABOVE GRADE WHEN PLANTED, ? ~ ~ ~ , ; ~ . _ e 8' STREET YARD, \ ti ~'~E ?3 ~ ~ T ~ RETAMMG WALL No, i I
WATER WISE UNDERSTORY TREES MUST BE A MMII"L1'1 OF ONE MCN M CALIPER MEASURED 61X MCNES ABOVE GRADE WHEN SEE DET, A/C1,1 ~ ? ',~~0 `3 ~ / , ~ \ ~ ~ ~ , \ 1,29 j ~ SEE DWG.C1b > I _ _ _ _ _ GRAVEL ~ RIP RAP APRON, TYP, I
PLANTED, WHEN MATURE AN UNDERBTORY TREE SHOULD 8E 25 TO 4m NK~N. OTHER UNDERSTOR1' TREES MUST BE A \ ~ I SIX 8 GRADE WHEN PLANTED, ~ \ ~ 24+0 MNIMUM OF ONE MCH M CAL PER MEASURED MCNE ABOVE ~ ~ \ \ 5' CONE ' 0 _ DRIVE SEE SCH,G/C2rt I
p r,~i ~ \ Mi STRIP 8' STREET YARD', - -1 + '4 L r __1 h I
ALL APPROVED WATER WISE 6HISJ88, UBMG REQUIRED PLANTMG TECFMIQUES PLANTED PARALLEL TO TF~E EDGE OF Z 1 _~_25~00 / _2s,,oo ~ R/1~ _ ~ -
PARKING LOTS, ACCESS DRIVES, LOADING AND UNLOADMG AREAS AND OUTSIDE STORAGE SHALL DE EVERGREEN ~ SEE DET, A/C1, I a~0 ~ - METALLED AT A MNIMUM SIZE OF 18 MCHEB, SPREAD OR EEIGNT WHEN PLANTED AND REACH A MMN'9M HEK+N OF 36 AND 1 ~ Zl` I PrjB~-I _ , ~ ~ ~ ~ 2s+~
W \ / A MMIIMIM SPREAD OF 3rd', REQUIRED U,WTER WISE SHRUBS M OTHER LOCATIONS, OUTSIDE OF tNE AJQEAB LISTED ABOVE \ c~ GuARDRa1L*- - _ I ~ ~ SEE DET. K/C1.1 27+pp
MAY BE EVERGREEN OR DECIDUOUS, SHALL BE THREE GALLON M 81ZE A8 PER ANSI STANDARDS AT THE TIIrE OF /N~. \ i~~_
MSTALLATION, 'fi +e _ ~s \ / F ~ Esrr_T, +oo coG aTD. cam, W ~ - ~ D141YEWAY APRON
I I T ~ rgg4 / 1 THIS IS A GONCEP'fU,4L LANDSCAPE PLAN, THE APPLICAM MUST SUBMIT A DETAILED LANDSCAPE PLAN lWH CH DEP C a CAyr ~ ~ / 6 p , - _ 29+pp Z ~
THE PLANT TYPES AND LOCATIONS) WITNM 9sD DAYS FROM TI4c ISSUANCE OF THE DUILDMG PERMIT FOR REVIEW BY THE 0 ~ / Y T MG DEPARTMENIT PRIOR TO RECEIVING Fp \ / \ PLANNMG DEPARTMENT, THE LANDSCAPE PLAN MUST BE APPROVED B HE PLANN 2 W ~
AN MSPECTION FOR TI$ CERTIFICATE OF OCCUPANCY, Sig j ~ 3 \ i \ , ~ ' ' - - - 3l+p0
2 \ W _
WATERWISE PLANTMG TECHNIQUES ~ \ ~ ? j4yF IOLD LOT LINE) T ~ ~ i ~ ~ -(49238 _ 0~
I, 801E PREPARATION FOR THE ENTIRE LANDSCAPE YARD MCLUDEB THE ADDITION OF ORGANIC ANIENDMENTB TILLED TO A / ~ ~ ~ ~ ~ v~l
f ) T TWELVE ll1) MCHEB, DEPTH OF EK~HT 8 0 ~ \ ~ ~
ra„F \ LANDSCAPING DATA 1, ALL PLANTMGB M THE LANDSCAPE YARDS BNALL DE MULCHED MGLUDMG INTERIOR PARKING LOT ISLANDS UNDER R~ ? ~ KWK LAND CORP.
FIVE HINDRED (5~) SQUARE FEET TO A DEPTH OF TREE (3) TO FOUR (4) MGHEB AND MANTAMED WEED FREE R r0 3 3 \ W DB 5fd93 PCs 2100 C) \ ~ DB 4883 PCs 1159
THEREAFTER PLANTMG AYCs. CANOPY TREE UNDERBTORY SHRUB pF g0, AREA TYPE WIDTH RATE TREE RATE RATE 1} ~ ? ` J ~ DB 5093 PG 2100 -
3. EARTHEN 8A8Ma ARE TO DE GONBTRUCTED AROUND THE METALLED PLAJdTB. 80U?H STREETYARD 8' 1/100' WA 11/100' R g 5' TYPE 'D' ~L g5-1018-1159-I6 Date 9 04 ~ ~ ZONED - LI
q'117 ~ a1~ LANDSCAPE YARD, ~uunFvFi npan~ C~RAPNIG SCALE Drawn Flu FINELINE cad
4. PLANTS, AS PERMITTED BY THIS ORDINANCE, ARE TO BE GROUPED TOGETHER WHERE POSSIBLE. WEST TYPE A 50' 4/W' 101100' 33/100' SEEDETA/C11 _
NORTH TYPE Ae 50140' 4/100 10/100' 33/100 Clock 15~ A. e » w ~o Will
NORTH STREETYARD 8' 21100' N/A 11/100' B, FOR ESTABLISHMENT AND SURNVAL, PLANTS SHALL BE WATERED MU THE FIRST YEAR OF PLANTING. EAST STREETYARD 8' 2/100' N/A 11/100' Job No. 04-030
b. IRRIGATION - IT 18 SUGGESTED THAT DRIP IRRIGATION, WHICH INCLUDES DRIP MASTERS, BE USED FOR REQUIRED EAST TYPE D 5' N/A 21100' 18/100'
LANDSCAPWs PLANTING BEDS DURING THE REQUIRED ESTABLISHMENT PERIOD. AFTER ESTABLISHMENT, SUPPLEMENTAL PARKING PARKING LOT N/A 1/12 SPACES 8'8TREET YARD IN FEET &Wet ( ) SEE PET. A/C1J
WATERING CAN BE REDUCED AND USED ON AN AS NEEDED BASIS. TRADITIONAL SPRAY IRRIGATION IS PROHIBITED EXCEPT ~ 1 Wch = 50 n.
FOR TURF AREAS ICATES 40' TYPE A YARD WITH, 6' OPAQUE FENCE AS NOTED ON PLAN SHEET , CIARI

ENGMEER'8 CERTIFICATION aF atoRMWatER ~,11,aL1TY CONTROL CONDITIONAL USE S NOTES us 41,
I crrtir tFlet, nt to generally accepted enginesrl ftandarclf e1 thr connlxnty, it If my proreNional opxlion Chet runorr NOTE • ALL THE NECESSARY APPROVALS HAvEAIIILL BE 08TAINED y it bs trolled 8ectia+ 90.1•U2 or the Grerrifboro Dew FROM 1HE StATE AND GORPB OF ENGINEERS FOR ANY WEtLEWD I, Ufa -All those wa permitted f+ the LI zoning district zon dlaSriot alxe~pt 1, tOPOr:RAPHIC AND GEOMETRIC DATA FROM SURVEY dY REGIONAL LAND SURVEYORS, Sb42
from tFle first inohi or runrall f1'om areas Chet are rsqu to con per ~ T I I NC 21409 DATED JANUARY 19 1009 a WEST MARKET STREE , SU TE 00, GREENSBORO w
Ordinance N controlled by a permanent engineered ftorrwiater gwlity cone(p11MYtr~r barn designed to meet or exceed tY1r DISTURBANCE/ AND STREAPI CROSSING OISTUIQBANCE, no new biliboerdf wdl be permitted. r wrement w+ thr ter Management Manual, H CAS REVISED APRIL 3,1fd03, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL ib, 2003. CIDER RD.
. 1, No accaf well be provided to Neville Road, except n ~ S S I''~. flu urKll such tnne of the la to the east ar : aF 0 ~ pa n9' ~ Road, except ror elnploya ADDITIONAL GEOMETRIC DATA FROM SURVEY BY GIZINBKI SURVEYMG Coy 121 GALES AvEN ~ ~ to the saet and 61gt erg WMOtON-SALEM, NC 21103, DATED AUGUST 1002.
y ~ ~ also zoned to en LI or similar soning dutrict, ~trlat, NEVILLE RD. ApZ~,J~,T }
PE, SK~NA ~ ; :4 SEAL ; 2. THIS SITE IS LOCATED 2000 FEET FROM ZONE D IAREAa BETWEEN THE 100 YEAR AND 500 YEAR Rp. ~ a ivy a~ tFlr primary accru FLOOD) PER FIRM, COI'1MLMITY PANEL 9101110085 C, EFFECTIVE DATE NOvEMDER i8,1908. 51TE ~
S ; 9, Triad Oriw will be extended to t)r property of thr pf ~ a.y~ P,E. 6EAL ~ 15809 for the Ic'y' IA DRIVE
DATE • : b"x8" TAPPING 9. THE PROPERTY la LOCATED M THE UPPER RANDLEMAN LAKE WATERSHED lEAat AND WEST
~i '~~;0 I N B,~'~' ~ NEW 13" DRIVEWAY SLEEVE AND FORK DEEP R}VERXWB Iv) l.~
'~,ql N~ PIPE • 10% SLOPE VALVE ENGINEERS GERTFICATION NOTE OF BTORI'NUATER QUANTITY CONTROL ~~iI~HI~N REMOVE EX IB" 6" DBL, CHECK SITE DATA
TFIe storm water control structure(s) fhouel on this Ian if daigrled t0 reduce the poft•dewbpeient 1 year 14 hour storm event DRIVEWAY PIPE BACKFLOU) PREVENTOR and tl'M lp yMr 74 hour st to prt•drve ratty, ,,~~Nr'~rtn?i~~~~ IN ABOVE GROUND I, PROPERTY OWrER/DEVlI.OPER BLAND ENTERPRISES, LLC LOCATION MAP
~ ~ Cep,, ~i ~ "NOT X" ,l~ NEY/L 1386 SOUTH PARK DRIVE Ilo eca~e
, , _ o KERNERaVILLE, NORTH GAROLMA 21284 CONTACt -DAVID SPANGLER 1936)'96-6060
: ~a S ~ - 8R LE N
1 ~ ~py~ c) „gin, P8, REAL SEA r; ~ - - _ _ _ 1913 60' EXISTING NEW ARCHITECTURE 2, REFERENCES
DATE u 15809 _ _ _ ' :F : INV: ~ _ D.B. 4991 P. 590 D,D, 5093 P, 2096 E N G I N E E R I N G
. 935.35 g.. pIP WAT _ ' INV to ~ n U BUILDMG u ~ _ D, B. 5609 P, 119
lAN 1 81 Nv 93 o'~ P$. 50 PG. 41 BITUMMOUB PAVMG P L A N N I N G P$. 96 F1's, 95
~'~~qugN~` ~ 3.19 / , • art 1 FIRE DEPT, ' , ~ In - , n ' n P.B, 96 Frs. 90 CONC. SLAB OR PAvMG '•;`c.`i~;:' INTERIOR D E S I G N
, ~ COMECTION I I I 511' N I81, ( 3 ~ ~ t III 181.40' . 3,ADDRE68 ----100---- CONTOtgRELEVATION _-__t_lo_o_?- 4807-C Koger Boulevard
l 81001RIAp DRIVE Greensboro NC 27407
~ i It ~ I I I ( - I 3 9 -940 MOOREHEAD TOWNSHIP, GUILFORD COWTY ~ SPOT ELEVATION ~ !1000) Telephone [phone]
~E~ : , X93 PLEZ AVERY TRAN90U 13' BL i ~ I / ?J•? - I-~~--.`'.--- ' , . - - ~ GREENSBORO, NORTH CAROLMA =8' 8D = STORM DRAIN LIFE -8.0D - - - • ~ Fax [phone]
DB 1043 PG 92 ~ I ' ~ I ~ ~ I - / ~8 I I ~ I i I ~ ~ r.-~ O www,triod-designgroup~com I , , 942 4. TAX MAP DATA ~ STORM DRAM MLET
••••...,.••ACL 95-108-1160-10 ~ ' ZONED - AG ~ I ~ I I 95-1018-1160-1, -46 0 I ~ STORM DRAMMANHOLE
ILUC 1) EXISTIN' Wl4TER WELLS I TO BE ABANDONED PER I I 5. ZONMG DISTRICT PROFESSIONAL OF RECORD:
GUILFORD COUNTY I I ' :i , a . I' ' I' r I CD-LI -CONDITIONAL USE LIGHT MDUSTRIAL FEADW4LL OR ENDIU/1LL
• ~ REGNJIREh~NTB I~ Q 0 I 830 j 985' ~ I 51'0~~~ 1 ~r I FIRE NYD T ~0 ' 1 4 L. ALLAN HILL, P,E. J I 944 IGASE s3235) ~~1N 205 1 - -88- - SANITARY SEWER LIFE 86 Ipla~~i
1 Q I , AND VALVE I b. EXISTING USE -UNDEVELOPED - - ` ~A ~
1 . I ~ I DENR -WATER QUALITY $ 6ANITARY M,gNNO!-E --Q- '(N RO 4i ~ I I STOR61WA1ER BRANCN WETI,ANOSAND , • 1 W ~ F ~
i BILLY C. NINSON w i I - - I~ - i i M~ ~ 1. PROPOSED USE -TRUCK SALES AND SERVICE - ~ CLEAN OUT I ' v •
1 DB 1046 I'G 631 m I S - I ACL 95-1018-1160-29 , I , - _ 11 ~ WOOD FENCE • 8. LOT SIZE 19b2 ACRES
ZONED AG ~ i 8 I a - . • 3 (LUC U 9 i,• DI) ~ - 1 I EXISTMG BUILT UPON AREA • 000 ACRES 1000%) : - ! ; ~ 3 ¦ CNAM LMK FENCE -X- S Z
~ ,I Z ~ s r ' • • . , AREA M NEWLY DEDICATED RK>fHt OF WAY 1b0 ACRES , - Q-:
t I 1 1 - 0 I C NEW LOT I =11,02 ACRE6 N,tivwwti, n~rv~w+„n . '~,ti ' I I I ACRES 145b1%) TREE LME .,Q I N E,. M PROPOSED BU LT UPON AREA 896
1 I ~ ~ (916 ~ , I . - ACREAGE M PUBLIC DRAINAGE WAYS AND OPEN SPACE A ACRES SILT FENCE 4, SAN 1 I ~ - ~ ' • • . ,TOTAL NUMBER OF PROPOSED LOTS ¦ I ~~~mu?11
d \ I d . 11 ~ t l . , ' 15' BLDG. SETB,4CK ~ ~ LINEAR FEET M 8TR8ET8 ¦ ~ CONC. CURB tGUTTER JAN, 12 2005
~ I / . " ~ I ~ ',1 '15 ~ 4 / IS HDPE ~ e~ y ~ DLDG, BETB,4CK ~ ~ ~ . , 6~ I ' JOSEPH 181~'hT DISTU •ARE.4 • 140 ACRES (11,36%) '
,'1 ~ OFF 811E I / • \ I , r 1 / , ~ I • DRAMAGE 1 I' ~ UNDI D AREA.r Db2 ACRES (2864%) I ----W---- WATER MAM W 1 PB 50 PG 41 ~
I ~ b ~ a I ~ ~ TOfOND i I ~ I I Cm'~L'~'11T81 ~ I ! ,•~to~ .....1 ,•g I. a 1 1 ¦ DB 4181 PG 1993 '~••.....HA~ZEL"C.•TUGCsEE.,• ----T---- TELEPHONE CONDUIt T 1.»,.g 1. PVC BEUER ACL 95-1018-1160-44 PB g(~ ~ 41
, i ~ OUT) 584'14' in 05 ACRES I • . 1 I ^ I ~ ~••5. E 150 ~ / ~ •'.'6" RD • 1 t 1 I •I I •••SERVIGE a ZONED - AG ~ ~ DB 3330 PG 1089 , 1 I I 10%MIN,' ILUC I) ~ ACL 95-1018-1160-22 'G GASLME G
I / , I I 1,0~ MIN, ~ i - I , 6 , ~ I • . ~ ZONED - AG
I ! ~ T. II~J'~ v '~Jf ~ I I ~ ~ - OILNJATER SEPERATOR • \ ~ ILUC I) ----E---- ELECIRIC,4L CONDUIT ! ' , AND STORAGE TANK OFF SITE • • • • ~ ~ ,Y
v 4I \ ) ; ~v DRANAGE ~ FIRE HYDRANT , SEE PLUMB. DWGB, ~ . TO FOND ~ ~ N
a+ I'. I ~ + 3" METER - 3 r I 1 " ~ 1 i 'I ~ 9'~ ~ 3 WATER Tip, "EXIT . : • • D4 GATE VALVE I 18 ACRES
, , ~ J 1, r~`/~r ,-rte ~n LOT LIN TBAGC ~ 1 RPZ INSIgE• a .OT LIN) '09'30" • • 0 ~ 181.41' • ~ POST MDICATOR VALVE cITY•CI 8
w I I I ~;g,..o' 6 J~a1 BUILDIIJCs .1......1........ i i ` • ~ t ~ STUBOUTS b~ 1...... /r 884'1 ~ " -
0 I ~ i i ~ ~ ~ O/A SEE PLUMB, DWGS< • ~ 91 1,~ ~ , ) • ~51~E 181r,~ ~ THRUST BLOCK Q • X91 ~ Q
m p l ~ PNPE BOLLARD o • 1 t •
;4I I ~ off: ~ , 4 PVC BEWE ~ . Q ~ I,1 1 \ ` :,Y. , / SERVICE e / ti" LIGHT POLE ¦0 C J ~ ~
z ; I I ''t . j:.:r: m I / EXIT ~6 r'' • ' I' I I ; \ ~ ~ r, O~j' i , 19 •96j 1l~% MAd, ~ . • ~ ~i i . ~ +r ~ ~ TELEPHONE OR UTILITY POLE ~ Q
ICI I~ ~ ~ I/ 0 r ' I 'I.I; ~ • ~ ~ PROP. SAN, , t , I I _ ' •t ~ ~
, ' " TOP 91Ft20'' ~ ~ I I I I ~ ~ RD • DIN , BOIL G " Z~ I I , , , r , ~Q INV, ,OUT 911 / >Z RD • I - - - PROPERTY /ROW LINE Q Q ~ ~~sn > y.. ~0
s ' ; I ~ r'' ~ w' AI ~ .1,01 MM, ' , ~ / 2 STO ES ~•MM, s ..!y.•• p4 ~ 1 ~ ~.'t--~••, EASEhENTLME `
. r ~ ~ .t~• -•.~"'t'1 1'a ? - ? - SOIL CLASSIFICATION 0
I \ - 31,250 SF.••~' , ; I' I ~ / I ~ ~y.11.1 11 / 1 3 , i' - 1 `1',111; 1
I ~ ~ ~ FIRST ,FLOOR , II ~ , , , , 'x, 10fd LE VCP , 1 ~ ~ , ~ , ~ ~ 11 , O RON PM OR PROPERTY CORNER ~ ~ 4$ ~ ? 1 11'1 1 Q
1 ~ ~ 1 , ~ ~ % PRt1lA SEWER ? ~ , . , , ~FE 921,0 ~ VA7Jt SEWER ~ ~ ' . ~ ~ , 1 1 1 11.1, 1 STOKE MARKER OR PROPERTY CORNER ~ ~ ~ V ~~g% i~ ~ , `I ` 1 1\1111 •1 `
1 ? r ~ . ~ EXIT r MAFIe / ro. ~ ~ • ? . ~ RooF vRAIN ~ / ~ • .T<.... f ~ ~ ' ;1 1 I 1 FOREB Y pUILDArCi aETd14t.K L1~E - - - - - - - ~ ~w
~ E PLUMB. ~0 s
, . . , \ \ ~ ROP INLET-- ' • \ , ~ / off' : l ~ , 1 1 i , r 1' ty,l ' •1, • ~ , , ~ I CONE'. SIDEW4LK i ~cn ! I ~ L ~ ~ ~ ~ 1 I i ;gl'~'~'~1' \~Y'2, III 1 1 ~ I I 1 ~E Q
T 911b3 / a / ~ " ' U , ? / INV. M l6 ~~13 a i ' ? 1 ~ '.1 ' ~ ~ 1 I 1 '1,111!• \ O Q
/ ~ ~ 1 1 '1 1 ~ ~ I 11 ' - - ~ ~-1,1 i 111 ' .~S 1 I I I 1'I.rt \ y RIPRAP ~ ~ 'w . I ~R? •1..1..f•I I I1 , y
I ~ \ ? / I , _ 44 LF 6 PVC / ~ ' ' 1 f l• ~ x 1'• III 'AND 1 1 K H~x 1 1 1 I I ~,~,OY>"R 1'` ~ / 1 . 1.1 1 ' • I 1 I pM ROCK CHECK DAM ,a 1 ~Y ~ Y~ I TLA1dD
\ \ / I FI N , ,SAN , ? i ? i 1 f ' ~ ~ , T ' TOP 913,10 ~ ~ . WE ~ ~ EXTENDED'!`' ' , 111•, Ib• A,
. \ ~ ? ~ , CO 919 ; , \ ' \ ~4 ' ANDY ~ ~ MV. M 996 , , ~ , f ~ ~ 1' '1 ,ION ~a I I I; I 'I• ,I \ TEMPORARY DIVERSION DIKE Q ~I ~ , , i xx x , I I~I I', \
l,~rt~ • .fig ~ ; ; , a~ ~ s1 t. tic 0 4 " INV. OUT 9~t5 ? ~ J~ l.'~?•• • , I 4 PVCSEW,BEWER • ,i• , ,•rt ~'n ~ ,I •1• uvvv TLAND P~~ I : I III I' Q QI, 1 nS ti ~ I 1 HI~},MARBN ~ti. i I I x~,~ R~AL ~Ltv' I ~ I EROSION CONTROL MAT ® ~
/ L/'0~' 'b•. y'• ' 4• I, d~~r~ ~ 1 \ I I I•, I I LI• EL. 909,15 ':l ~ I ~ 1 5 EL. 910,25 ~x I I I Q ~ . ~ `,l•, • I I I• I x~T ti P• I III I I I I ' •,18150 SF}'~ CANOPY TREE , w' . I I kwY~ ` I III I
? ~ =..1 ~ ) , I EXIT • 3' .,3~ i%I ",~J~r '~R?•,? 1 11'~ Cr^~4~\ IJ• I I 1 LO1tJ•MAR$H . 1~ Dom.. r I , 1. S n~ Q
\ ~ ~ +Q ~ ~ ''~S; ~4j.; ~ ~ ~ ~ I ~ ~6, PRIVATE SEU+ER MA 'a CO • : . f , • ~ i Jim 'f , 1 • 89 , 1'J 1 ? ? ~`''S~ 908,15 ' 1~ • . ~ 910 - . ' ~ :1 ~ 1 I 1 b \ ~'cr yyff ~ LI ,
?9? 9? ,cOO ~ i? ~ EXIT \..0J' ~ \ , ?4 ' ~ 1, . m , ~ ~ F ' 1 \ ri~'r 0 I II r ,18140 S~) /
x ~ .:'t ~ age • • '1~i0,"• ~ , Y '7 ,---•r- ~ ~ i 1 1 ~ !Nl r.~R? I I ,111 ~ It \ I T~ ,
, ~ ~l 1 ~ 1 G,+ \ 1 1 1 I ~ 'POOL r , II ,
~I ',1 ~ ' ~ ! \rx ~I I I I ~ I II ~ 1 !95@0 SF} , \ ^ ~ I• .
\ , - ~ 8 >r~ l i / off'' " R , ~ ~ 1 I'', Y,~? 1'1..1 I ! III 11 ~,~.\n~ \ :J " R ~ • ~ ~ rY ~ I I WEIR OUTLET • ~ ~
t 1 (91 ~ + ~ ~ , rr I I I ~ I I I SEE DEt, /C2,4 ~
~ \ 1 1',1 i ~ I I I 11 i ~ , !~o? I 1 1 1 15'k20' I X I f I III I I_
~'rt~ 1 •A 1 1 ( +KC~ d I I (•Tr? r I- RAND ~ \ • I I I I I. RIPRAP I I' i ~ µ w p ~I,E. OvE I :Ill
\ ','y. = ~ ~ ~ ~ 1 ~ • ~ ~ 111' 1 , ,,1 1 , v,~5 ~ I I• ~n-AND ) 1112 05 GEN, REV, ~ 1 1 J PAD, r~~ I , 15 'I ~ ,
111 / ~ 1 'S~~Z~ ~x I,' Ili I I `1 ~ '1 'l 7', , r r ~ r, ,1 I I I I~ ~ FOR CONSTRUCTION
~c,\ Kti,3 ~ ; I I i III i ' " \ ~ J 1' Yb n~ I t0 I ~ III 1 ~ I of a, o r\ , , I Mk Day: Da»crl tlOfl 'SX~'iY~~•....., I ~ I III , I ~ I
sal ~ I I III1 / ~ ~ ' ~ NX~ x~ t' , ~ ~ , , ; EL, 9060 25' BLDG.~SETBACI~ I ~ a RfvlblOn!
\ ' ~ II '(911 r, ~ ~ r"~'i, , . I 1 ~>~llx~~v,~,~a~,,~, ,I' I \ lFlS~'eF) ~
' `'I ~ 1 ' 1 ~ ~Iv ~ Y ~ 1 r 1 ~ q,~,~~ ((Yv~` k I _ _
\ rt ~I~/ / I 1 I 1 l"'~)., ; ~ x ~ I I I I III 1 I- '•r I ' , `
h " 9
, . I~ 1 ,
T \ , UTILITY NO E5 l . • ~ , AC~ r ~ - ? • . f~, ~ ; ~ I I RIP SAP APRON, TYP, z ~ _ ° /y ,,fig -`q~ s`: ~~"'"~:r;~zc,rt-,Ll- ~ / III SEE SG~LG/C2~4 I ~
480 LF 8 VCP ~ ~ • ? 1 i c , ( -
FY WITH SEWER l PUBLIC) y \ - , . , ti gV~- -~p4.. _ _ i /Q i. EXISTING UTILITIES SbIOU~N ARE FOR DEFERENCE ONLY, CONTRACTOR SHALL YERI \ ~ . + i ~ T/Q/ l
UTI ITY COMPANIES THE EXACT LOCATION, 81ZE, AND DEPTH OF UNDERGROWD UTILITY LINER. $ ? ~ ~'f••,•1 ~ _25+pp f~ c ~ ~ 1 , , a-•___ I I' war .MJ 0 J, 1 1 . 1i
t-~-?~`-~ B C 1, ALL UTILITY STRUCTURES (MANHOLES, POWER POLES, ETCJ VISIBLE AT TFE GROUND ~ ~ ' 1•~ ) ~ \ 8 ,
FI ,THERE MAY DE OTHER UNDERCd90WD UTILITIES ON THIS SURFACE WERE ELD LOCATED = - • -
811E WdICH ARE NOT SHOII,N ON TFIE POLWS, ~N - 1 ~ 1 _ q--~, i 1 L rI
3, 8EE PLUMBING DRAWMGB FOR CONNECTIONS TO BUILDMG SERVICES, 3r ~ -ter , ~ ~
i 130, 'Q~ '-,:19101- . ~v 'fi . 8 FOR CO-ORDINATION ONLY. SEE ELECTRICAL ~ 9~0 ~ 4, ELECTRICAL AND TELEPHONE LIFE SHOU~I CFp \ ,~,A , -y:_.- - ~ . -
F'l.ANS FOR 811E LK>FHTING, TELEPHONE, AND POWER LOCATIONS, ~ ~ - - ;..k _!'300) ' ~ d
111 1 1; 1 ~--___31+ \I ~ r 1 1 1 1 1, • 1 N81'48'40 pl, ~ 1 . - - _ Ci
S. ALL Wt4TER LIFE CRD88MG8 OF SANITARY OR S10RM SEWER6 SHALL PROVIDE A j f " '\I ,r MMIMIUM VERTICAL BEPARAtION OF B", ~ \ ; l 2 • ~ 1 1 1 11' 1 1 - - ILL _ 111 6'1 1 T-- 1
~ I 1 1 / IOLD LOT LINE?. T 91,3 , _
i, 811E UTILITI' CONTRACTOR WORK SHALI. TERMINATE AT 8' FROM THE OUILDING, ~ ` / ITY ' ~ 1 r
ENGINEER'S CERTIFICATION NOTE OF STORMUTATER QUANt CONTROL / \ , 1, CONTRACTOR SHALL MCUJDE IN HI8 BID TI•E COST FOR WATER INSPECTICN, SEWER TAP , g0~ \ • 1, - --1! ~ SEE TRIAD DRIVE • ~
FEES WATER AND SEVER INSPECTION FEES, WATER METER CAPACIT1r ~ FEES, r I red Thr atel level ent area or the cite ale ' A stormweter eianagemsnt study s+ not required or tF1r blo-ratsnt on a t opm reprasnt R ? ~ 1 KWK LAND CORP. PLAN AND PROFILE ~ ~ ~ . ..1......'' ~ ~ 1 lu DB 5093 PG 1100 8 ORC0.1 FOR
CONNECTION COStB, AND BONDMG lIF REQUIRED), t)'len 10% or tFle total drains area to thr site, Total dove arse = 0,10 acre. Total dreina a area to tY1e fits = 14 acres, Tp ~3 gs g 0 , Fyn ~ 3 11 ~ DB 4883 PG 1159 \ CONTMUATION
8. SEPARATION -INSTALL WATER MAMS AT LEEtSt 10 FEET LATERALLY FROM EXIStIi~fs OR ~~``'~"'~~~p~r,~,~~, ~iQp~~ ~'h}~ ~ i r DB 5093 PG 2100 - v ACL 95-1018-1159-16 Dele 9-2Z 04
~ennrn neiir,ee i ui enn i•irlnlTlr?In eeeveur A M_GN1T 461dOATl/'LI IILJCOC d bl. . ~n'SH CA?V
1-IRTVOGV oGU1GIW, MV.GW w'%W II F- IV.?GIsi n a . - - - r + • ••N.•••-( F001 LATERAL SEPARATION IS NOT PROVIpEp,1HE WATER MAIN SHALL BE LAID IN A E S S ~0 (UNDEVELOPED) CxK,4F'HIL 5L,4Lt Drawn FINELINE Cad
PE, 604ATLWS .0F 0. ; ill SEPARATE TRENCH OR M THE SAME TRENCH AS THE SEWER ON A DENCIN OF / PE. SEAL y I e » w we 200 1
U?sVISTURDED EARTH WITH A MINIMUM VERTICAL SEPARATION OF E INCHES FROM THE TOP DATE Z a r ; S 3 ')y SEA • C*adc B9 A. Will s~
OF THE SEWER TO THE BOTTOM OF TFE WATER MAIN, i 15809 Job No. 04-030
1. UTILITY OWNERS ON THE BITE ARE AS FOLLOWS SEWER AND WATER - CITY OF Z '.F GMENSOORO, ELECTRICAL - DIKE FLOWER TELEPHONE - BELL SOUTH, NATURAL GAS '•,y01 NEB' f IN FEED >3h1QOl
RIPRAP APRON I inch = 60 ft.
PIEDMONT NATURAL GAS. q( %o tAN N~ SEE 60-ED, G/C1.4
foloosell", C1 m2RI

T STD, 414 OR 418 81D. 412 PRECAS CURB INLET TOP A ~ STORM DRAINAGE SCHEDULE ~ YR STORM FREQUENCY
EXPA~ CONG,TOP B . / ~ A ~ ca16na1cna+ ea>'a aESler+ oarA
I ~ V I v I 61RICn3iE 6tlvJCtuiE f01' i~tt1 e1 N~9Yt N rN13ir our PIPE 012E PM'E PIPE otlt AI~L'4 ~ ~ rrtErbrr MLau At n~a1u 1lQUNlD ~ ~ PIPE ncu rsL •
_ u I - - ~ - - -i N1'bER 11TE ELEVAfICN LE~IrifN OLGPE UN~ (WIR) (CFlW (CFA 1EADQU 6L+OPE ffPbl 3 - - m - - r?+leoar
I~?" E „ I " " s J 1 ~ ffi3® ero0 2AO o10 610 au
MTL. i . I ~0 r u dl I 14'OD 160' Oq 2A0 11,14 ?4"6D 000 bi3
~,.r A A ~ 1,TYP. I •
6 MN ffi2D en,1e EEL
EXPAN, • I " 0.1 u A ~9 JO A D 4 STD. x411 ? DI ffi10 ffiO,eO ,60 .e6 610 ?,11r
STD, c+ ~ D`'' 4 R TYP, 1 ~ I ~ ,,p'~O L _ _ _ _ _ J " RING t COVER PLAN PLAN a'bo m' Ome am 2,11. le"6D Ome 3,ffi
ti ' ~ 3 R" „ p WI1H WIT T , TYP, 19 I/2 191/2" 3 0l 901i ffima? ffi03? am ,eb 61m ?.1i
PLAN PLAN " 3",TYP, I b tOP TOP i I/8" - I/8"
ALL MORTAR JOIN18 ~p~ 1,.~ d1 ARE TO BE 1n' ~ " III Ill ro'1o Om ~ eat a'1o 0~ ba1 F p. I'
1'-4' 403 STANDARD CURB INLET THROAT ~ 8, 411 RMG ~ 1 n I e ref ffi2a ero39
E>IacK MaeoNRY car ;n , ~ u ,o~ ~ FOR 2 -(o CURB E GUTTER 6 I~ , TYP, 4 CI ffi40 e1affi ,16 ,eb 610 3b
DE STANDARD CLAY ~ d , ~'1D0 DRIGC 3 R STD, 412 OR 428 ~
OR GONG. EllitlCK e > CURD INLET TOP I ~ ~r 1 I/ " 4 - 4' a'8o ~ ~0e ado ~mb Sam A R C H I T E C T U R E 1 1l8 y~
SECTION A-A 8 „ • 18 FOR DEPTHS OVER 4; ~ i ~ 2'-3' « '•~i" ; ~ .J 2 US 18" a MF1 ena 91114 9n,1e enae 11/8" ENGINEERING
~ B 4'-0' USE STEPS r-a ~a ~ S 4 MG° I'-II I/4" I'-III/4" 3m"6D be' ome ser na4 3o'bo Ooe bae
I'- " Ra, i" I i' elrwPa s I , ON 3 CENTE I b
STEPS SHALL DE b I PLAN _ SECTION A- M ACCORDANCE WITH I a " u SECTION A-A • cl ffi3a ensr P L A N N I N G
MORTAR oR r, C ~ 1/2 STDA14. 2600 pri CONC. CONC, u IM In 1/1" i cl ffi3,e emsi Zm ,ee 610 l10 INTERIOR D E S I G N
~t 1/8 SECTION A-A SECTION p-D STD. 401 INLET TOP REQUIRES 4, SECTION B-B ~ 1/8° RING - 10 LBS, m'6D oob 1m 1,10 E"BD Omb 3.16 COYER - 118 LBS, 4807-C Koger Boulevard
r4 BARS IN STREEt FACE, „ a cl ffisa 91631 EEL Greensboro, NC 27407
U INLET _ 9n6 ~ STANDARD BRICK MASONRY G RB _ STD, 403 INLET TOP REQUIRES 4, C Tele hone 336-218-8282 , r1N ffia~, elms 92m0 Ze .96 elm 1,u p
S" 5 BARS IN STREET FACE. Fax [phone]
r r (1 of 2) I ~ C.0~7. 40?/ 403 T I LNG ALL 0 HER RE NFORC STEEL - I U1" >b'aD 16m' 01 16 lu 1y"gp 01 416 www,triad-designgroup,com
STANDARD CURB INLET THROAT IS ~4 BARS. - _ v 1 enlb 32 96 61m 1,1i ~ 8 C ffi3a 911A0 e1631 te'a'
.I ~ v „ 3/4" 3m'OD 23?' ome ,col ?1a4 ~o'eD ,ooe bel PROFESSIONAL OF RECORDo
REMOVE Aa MUCH aF EXISTMG FOR 1 -0 CURB ~ CsUTTER TA A I • 3/a Y.__ S ND RD PRECAST CONCRETE CURB NLET TOP PIPE AS REQUIRED TO INSURE L. ALLAN HILL, P.E.
I POSITIVE DRAINA~iE. r (2 OF SECTION B-B CTION B-B II cl 9?210 e1e,9m EEL
C.O~G. 4(42/403 r = C.O~G. STD. 412 STANDARD INLE ~4RD INLEt RING 4 COYER a cl 9?0,4 ena3 06 ,ee 61o A4 CARD/'~,, t~L~~•N... •.,V ~I
I ~ C.OrG. S' S S ~ C.OrG. aTD. 411 1e'eo ba Omb a µ Ol'8D 006 31e ; F . „ ,
~ ~ ~ I 3'-3' I NC NotES ~ .
I ~ $n 13" N 10 CI ffi0.4 en16 8n06 Olr ,es b10 33 ~ r • .
w ~ I ?5114 AL r ~.,.~.r~.,...'rrr~;, TYPICAL PATTERN 43 3/4" 3/4" AF ALL MORTAR JOINTS b'OD N?' 006 ,u ,11 I6"OD 00e aim ; , ARE TO BE t ~i" ~ Q:
. 231/2" I/8" 1A II cl 9nso en0 91e,16 A6 ee 610 ?,46 . ~ •~c 1 r1~~'
Yom---r ~ p' n , A A B! ~ BRICK MASONRY CAN ~ q ~ 30'OD 136 omb 4i0 24.1e 3m'eo oob r,r1 CCgN N~\\
PARTIAL SECTION Y-Y 31 6/8 8E u u~~ 5/8" M1 BF 8E STANDARD CLAY ~'~?~nn~~~~'
A 5/8 A n . ~ ~ BRICK, JUMBO BRICK, p CI ffi43 eubb 8u01 s2 ee 610 111
~.4« - ~ 0! b 3 T/S" NOTES ,.yA~ v ~ oR coNC, BRICK JAN. 12, 2005 3r'eo 66' ~mb 6~6 ?1,43 3r'bo Ooe
u coNC, BOTTOMS aHALL 14 GI ea,11 e13,16 30 9e 610 lib
TION X•X ALL MORTAR JOMTB ARE TO DE b . ii 5 DEDUCTIONS bEG ii BI CONC, TO BE CLASS "D" FOR BASE. ~ C FOR ONE PIPE PLAN BI BE PAID FOR Aa
J6Mp0 BRICK WILL BE PERMITTED. CONCRETE I CORED 42" I" CORED BRICK MASONRY 3r'bo 110' 006 290a 3`'eo Omb
I 4" ID CONCRETE DLOCKS MAY OE ~ u NOLE,TYP, PIPE CM, R.C. BR CK OR 60L 4" 25 4 a e1313 e1313 e3 ee 61o en
USED M LIEU Of CLAY DRICK 91ZE STD, r401 a " 33" 1?" 0.010 0,032 GRATE t FRAME I ~,q~ >i'eo Imo' ome 3410 3i"6D
RMG < COVER FOR MANHOLES WITH A VERTICAL WALL DEPTH ?3 YI ea11 earl
STD, 413 OR LESS 1HAN 1?', EtlICK MIA80NRY WALL THIGWE88 U2' 41 - b SHALL ~ 8"~ SECTION A-A 15" 0.031 0,041 g« 3 2,-0„ ,
~ MANHOLES OVER 3'-b" M DEPTH SHALL DE PLAN 18° 044 0.065 I GIUANTITIEB Oob
- PRDVIDED WITH STEPS 13 ON CENTERS. STEPS I- ¦ 1 SHALL BE M AC~ARDANGE WITH STD, NO, 414, MINIMUM AVERACsE WEIGHT B'~ C BA6E H ?4 PE6 9G0
E I RMG - 230 LBS. IC.Y, " Y IC,Y,) f PER FT, HEIGHT) ~
x X STD, 400 IS FOR 11 36 PIPE. COVER 115 LBa. C ,@ 0.198 LASS 0 CONC. 0,198 0,256 ~ CI ffi0,4 ffi4,4 AO ,eb b10 210 U
(ypp) tOTAL -346 LBS, STD. 401 MANHOLE IS FOR PIPE OVER 36 . e'80 120' 02 AO 210 I6"OD 01 4M
SECTION A-A i' FOR MANHOLES OVER d' vERTICAL WALL. DEPTH STANDARD MANHOLE RING t COYER n CI ffi0~4 WO a?I~0 OAe ,ee 6,00 2A8 ~ `
DRIC1c MASONRY WALL THICK('ESS SHALL DE 12" ~ O u u B'1D 40' 0060 16 4i6 E'6D 0066 1,11 O
• eEGn~ AT FOR BRICK MASONRY MANHOLE STANDARD BRICK MASONRY DROP INLET FOR ; b J1.Et FOR 24 x 14 GRAtE O y., t0
CA~G. STD!413 r C.O~S. STD. 410 ?1 0l 92ea ero~ EEL ~ ~ ~ ~
rl~oar L O I6 YI 9010 a?3~ ,00 3e e.00 4~N Q
E'OD 60' 91b1 10 4A1 I6'OD 0161 61i ~
(x400) i'-4' SLOPE AS INDIC -SLOPE As Ir~~caTEV 'a ro DI 6*0 ,4 O
1V01)1'-4' ON PLANS 4' oN PLAN9 926!0 e2?o ffil~e am 16 61m x,r O ~
~C i b'6D 130' Omffi3 lam 1,11 11'6D 0010! 606 L
SECTION ON CENTERLINE ~ ti ~ ?0 DI ffi6a CIA 111D 92096 .e0 !6 610 4,e0 C O
ie 19 a?L16 L M'6D 114' .0166 ?10 O
TAN ARD BRICK MASONRY STORM SEWER MANHOLE ' S D ~1 BARB ~ a~9 11'OD 0166 1.96 Q O O
r - 9 - ~3 C.O~Cs. 400/401 ~ 1' ca PIPE ?I DI ffiba en1 en0 10 16 610 l10 ~IPe M y
14 0069 335 ~ 'ID bD' 1611 ?4'6D 0063 132 C
b~ ~ ~ 6'IID 9210 elev emie ~A0, O
u FLAN • lllb FaOTRJG DOUEL(BAR'7(") ?4'OD 20e' OOe 336 1611 ?4 006 1,41 W
11 u 'G' M' Ye' b' (F CONST. JO '00 coNeT. JoNt re ue~D) ~C
~ I~" _ 23 YI ~®r e13.0m elt:il et211 116 !e elm 6.60
8 3/4" ugM ~ TION STOP ~ El~AtbN u'eo 4a 04e iJ0 61,a 42'bo 04e 634 O
I~EADIWILL DMENSION6
5/$" I~' II/4' , 1 , 1 COhFION 84rGLE V4" u4„ I I I I I I I I 'D' ~Q~ ~L~ BMGLE DOUBLE 24 PE6 elole .L.
Q I I I I I I I I I I I I - ?e cl ere,16 916x1 16 eb elm l64
S I I I >a' 3' 4' r a' 4' b' S'-o' I I I I I I I Ib' 3'-1' I'-10' 1'-II' B'-10' ' S'-0' I'-II' b'-II" E'IICP 40' Omb 98 la4 E"IiCP 00e 6a
' B'-10' 1'-3' 8'-I' ' 1'-4' 3'-0' I0'-4' Zi CI 910,16 914,96 9u.16 u 16 610 Ib4
iT ~ 30' 4'-1' 1'-4' 4'-5' S'-MO" ' 8'-10" 3'-9" a'-1"
~ I2 n o1 ' 10'-4' 4'-b" 14'-10' b'11CP 216' 006 ab 306 I6'1iCP Ome bb
4?' S'-1' ?'-YD' S'-Il' II'-1D' ELEVATION 48' b'-N 3'-I' b'-S' S'-4' ' II'-10' B'-3' 1T-1' ~ cl 916x1 eI3A0 DEL ' S'-4' b'-0" 19'-4'
CONSTRUCTION 21 G ~ 903x1 91119 J3 ,Oe 6,00 ,12
JOM I I-11-05 GEN. REy.
COPOLYMER b'IICP 40' 006 13 ,11 I6"RCP Omb ba
POLYPFa0P1'LENE cNCDOT sTD, a3amu PLASTIC ?6 u ~ 1 FOR CONSTRl1CTION Bleb 9rlbe e13A0 910ie ,13 16 elm ,12
DETAIL. F/G2.3 Mk Dataf Dsbcrlptlon I6'NCP N' 006 12 4x1 I6"RCP 006 61
- - No SCALE r3 DEFORMED ~ Revlblonb PE6 91m16
STOP STEEL R00
30 CI 9333 919,3 ,O>' ,96 6,00 13
4'-m" NOTES SECTION A-A „ Ol'RCP 40' 0? ,O>' 13 ib"IOCP 0? is
4 PENETRATION S ? 8 DEDUCTIONS ALL MORTAR JOINTS 91 CI 9333 9?6b0 9183 ,16 ,ee e10 19
FOR ONE PIPE ARE TO BE I/1" t 1/S" y
STANDARD PLASTIC STEP PIP ~0 - p!"IICP S?0' 04 30 1sr le"RCI' 04 60
FOR BRICK MASONRY STRUCTURES ~M, ~ BRICK MASONRY CAN ~ GoG STD. 4a SIZE A A ~ ~ I t ~ STD, 411 3s cl ffima eroa DEL
~ 6 BE STANDARD CLAY R NG COVER t COVER 3? a 9200 e16,e4 ,0 , es 610 13
C.O~G. STD!414 IZ omzm ,amgz ' BRICK, JUMBO BRICK, h
15" 031 m,@41 ~ GONC, BRICK s'ACP 4a 01 ,m W 13 E"ICP 01 ea
33 CI 9000 90;`x4 ema e031 ,E ,9s 61m 19
IS" 044 m,mb CONC. BOTTOMS SHALL NOTES NOTES 11'11CP 9m' mbe ae 33? 16'1vcP mbb 1a W
BE PAID FOR AS BRICK MASONRY « CONCRETE CONCRETE SHALL BE CLASS 'A' s4 ~ 91m1e C'
4 4 -0 COG. 8TD. 15 TOP SH
CONC. COYER ALl TOP SHALL HAVE A SMOOTH
0' x 8" BRICK FINISH FINISH Z
PIER AT EACH CORNER TU10 66-1010 3"
COURSES HK~N 3" RAD. TYP. TYP. RCP DENOTES CLA88 III WITH T r¦
RCP OWGUE AND GROOVE JOMTS AND BUTYLMABTIC SE,4LANT SD DENOTEB DOUBLE WALL NDPE PIPE WITH CLEATED LOCKMG JOMTS lHl-Q BY NANGOR OR N-11 BY ADS) 0
I ~ GI DENOTES COG STD. 401 CI CI ~ DENOTEa COG BTD, 403 CI
QUANTITIES ~
BASE H PIERS YARD MLET D
IC.Y.) IPER FT. HEIGHT) IC.Y. EACH CLASS B CONC. ~
m~~ a~~~m STANDARD 4 x 4 PREC,4ST CONGREt CONGREtE ~ ,1. ~nn~ Data 9-11-04
SECTION A-A YARD INLET COVER WITH RING t COVEF
t COVER Drawn FINELINE Cad QTY
STANDARD 4' x d' BRICK MASONRY YARD INLET CAG. '425 iENF. JJj f&j"NtE RBMNCH srto~?aw~ Check By Q Will
Job No. 04-030
C.0,3. '424
8hsot
C2.3RI

BERM
1' MM, fLOUJ Y' IMM,) 'L' 6' MILL
oTEEL FENCE Poor e ' NoTEs LUJER lIF REG1'D,) NCDOT
e I, Q2 AND QIO BASED ON 11= 5,5 IN/HR CLASS 'B' bTONE ~ N 11= 5.b IN/HR Ilm= 1.1 IN/HR I' THIGK NC
HOG WIRED t0 PO4r !OPTIONAL) L e 1. PERMISSIBLE SEEAR STRESSES FOF STRESSES FOR ~ 1 "b18TONE
31" MIN. WIpTH \0 COMPACTED ~ EXCELSIOR 1.55 F'8F I SF ,H, Q ,H,
FILTER FABRIC e 801E SIOR CURLER I I 20 PSF • O E~EI. X II 1~ PSF 1
Gh' r*ti~ EXCELSIOR CURLER III 13 F'8F o ~ ~ ti Q Q ~ NORTH AMERICAN GREEN P-900P X III 23 PBF 'B' MIN, 0,I FT/ 1 ~ .aREEN P-3mmP b,m PSF ~ 0 080 I
n BTOrE - 1 I
FILL 4LOPE a • ~ • ~ , DRAINAGE SUTALE ~ WALE SCHEDULE o
'0 / . r' . ~ . ~ ~ DRAINAGE SWALE SCI O. ,d ~ ~ • . ~ O A
6 ~ApE 61114LE CONp1110N LMER LMER 'H' 'D' 'e' Y' SLOPE MAX, FLOW MAx, FLOUT VELOCITY MANNMGS 81~AR
DEPTH lCFB) lFPB) n FORCE lI°SF) 1~ 0~
iv WRE AND FABRIC t0 dE Y ••0 J rRgNCFED 6 MIN, . ~ I TEMPORARY EXCELSIOR EXCELSIOR 3 I I 1 016 mbl 4,11 1.16 m~33 mat
Q. I PElil•IA1rENT GRA88 MTO GROUND AND BACK- 8' . GRASS 3 I' I' 1' OOIb mbb' b81 1,96 0031
~ FILLED WITH STOKE. 6 TYPICAL 1 TEMIP01~4R1' EXCELSIOR EXCELSIOR 3 I' I' 1' mD1b ma8' 3,90 1M mlDbb I,81 FILTER
SECTION GEO-TER 1 GRA48 GRASS 3 I' I' 1' mO1b m.4D' 4b4 436 0031 FAEIRIC
N01E4 LINER T - oNG TRIANGLE STEP t STONE 81111; • usE 1" TO 9' COURSE AGGREGATE, TEMPORA Y I 3 TEMPORARY EXCELSIOR EXGEL610R 3 I' I' 1' mOlb mab' 1,90 130 0066 mat A R C H I T E C T U R E
Poor r'E a. i L R D vERSf ON DIKE 9 PERM~wENT GRASS U6E CRII61~lD 4TONE. GRA6B 3 I' I' 1' DOIb ma{4' 1.41 131 mr031 CRI086 SECTION
WIRE 91" MIN, uuDTH HOGWIRE, DETAIL C/G2.4 I NOT 88 THAN ~ FEET, 4 TEMIPORARY EXCELSIOR 10 GAUGE LINE WIRE 1. LENGTH - AA EFFECT VE, 01R LE 4 PER'W~ENT GRASS EXCELSIOR 3 I' I' 1' Om3 0,41' lam Ib8 m~bb 0,19 E N G I N E E R I N G
fADRIC PROPER l6Y AMOCO) OR EQUAL 3. THICIQ'!ib • NOT LE46 THiW EIGHrlBJ INCEEB, ~ NO SCALE GRAbb 9 1' i' 1' mD3 093' tbb 1,66 0,031 PLANNING
4, WDrH • NOt LE48 THAN FILL WIDTH OF ALL POINTS OR 15 , ~ , ,l` 'B OVERFILL b" ETAIL D/f?2.4 DESK,N ~ INTERIOR DESIGN
4TONE ?4 WASHED STONE, TO dE PLACED D E TA I L i" DEEP. 6, UTABHArG • WHEN NECESSARY, WHEELS SHALL BE CLEANED PLACE RIP-RAP AROUND L gE~D h FOR SETTLEMENT
TO REMOb£ BEDMENT FMQIOR TO ENTRANCE ONTO F'UBLIG PIPE A8 DIRECTED BY ~ ~'~E bPACING PLACEM~TIT OF PO8T8 U81NG HOGWIRE TO BE 10 APART. Y WASHING IS REQUIRED IT SHALL BE NO SCALE TOP 4' UE:IR MM. 4807-C Koger Boulevard
I'1..4CEMENT OF F'O4T$ WITHOUT HOGUMRE TO DE i' APART. RK*iT ~ ~ .WHEN THE ENCsINEER DONE ON AN AREA STABILIZED WITH GRUSI~ED STONE WHICH SEE SCFED, Greensboro, NC 27407
SILT 1=ENCE DRAIN6 INTO AN APPIOVED 4EDF'ENT rRAP oR BEDIMENr Telephone [phone]
BASM, ALL BEDIMENt SHALL DE PIQEVENTED FROM ENTERhJ~s Fax [phone]
GaVAr?a '1 ~6 ANY 4TORM pRAIN,pITCH, OR WATERCOUR6E THROUCsH USE OF 4ANDdAGB~iRAVEL,90A11p4, OR OTHER APPROVED A ~ 0 www.triad-designgroup,com
METHOOO. ~ P ~ 3 A DETAIL A/C2,4 6, MAINTENANCE -THE ENTRANCE SHALL BE MAMTAINED M A '4 ~ \ EMERGENCY BY-PASS
NO SCALE CONDITION WHICH WILL PREvlNt 1RACICNG oR FLOUNNG OF \ b" 6ELgU SErnED PROFESSIONAL OF RECORD:
SEDIMENT ONTO PUBLIC RKbliB OF W4Y, THIS MAY REQUIRE Q 0 Ta° ~ DAM L. ALLAN HILL, P,E.
PERIOpIC TOP pRESSIIJ~s WITH ADDITIONAL STONE A8 CONDITIONS DEMAND AND REPAIR ANDI~OR CLEANOUT OF ANY MEASURES 1/I BIDE SLOPE ~~~p?ah~ i4 \ MAX. y~~
USED r0 TRAP SEDIMENT. ALL SEDIMENT BPILLEDpROPPED, ~ FOR
WASHED, OR TRACKED ONTO PUBLIC RKiITB OF WAY MUST BE ~ WxL 81ZE ~i \ VI SIDE SL . ~ • S S • ti I OPE F 0 . •
PLACE RIF'R4P UP REMOVED Mf'EDWTELY, ~ 1/I ELOPE 81DE8 aF DITCH \ / MAX. 1 NATURAL . .
~ GRAVEL CONSTRUCTION ENTRANCE GROUND • .
aE MAX, 4' TOP ~ 0 U4" WIRE MESH MAX, 4' FILTER 3' Mhd ' FAEIRIC Q-.'
WEIR G•O~G. 436 FILTER FABRIC NOTE • ti ~ • •
NCOOT TYPE 1 _ - BEDN'ENT CONTROL STONE SHALL ••''0 ~ N ~ V~,~~• ® BE No, b OR No. 31 BTOPE SECTION ~i~'9( N~ CAN
DETAIL B/C2,4 TYPE 1 PIPE OUTLET EROSION CONTROL DEVICE n ® - ~h~m~??~
No BcALE . UNRE MESH SK4LL E?E HARDWARE A r CLOTH 13 GAUGE MM. AND bHALL TEMPORARY SEDIMENT TRAP l10 YR. STORM) JAN. 12, 2005
(SPREADER) _ GRADE a HAVE V4' MESH OPENINGS.
vlrcH ELOPE i TRAP DRAI~WfaE DISTURBED BED, BTORAC# SED, STORAGE SI~FACE AREA SURFACE AREA BED, BOTTOM TOP BOTT, -TOP OF MESH SHALL BE A MINIMUM AREA AREA REG!'D, /CF) PROVIDED (CF) REQ'D, lSF) PROVIDED /8F) OEPTH DIM, lBxL) DIM. IBxL) ELEV,
I T T CO T YIC SCHEDULE P PE OU LE N ROL DE E OF ONE FOOT BELOUJ THE SHOULDER (Oml x Q10) 1001 x GIO) SEDIMENT I
1" ~ ~ ~ ~ FILTERED CONTROL OR AMY ONERSION PO NT, I 2.1 AC, 1T AC. 3960 CF 6080 CF 3916 SF 40+8 SF 1' 31'x80' 44'x91' 9018
2' MM, STRUCTURE TYPE 'W L d max, d 50 d min. Q V ~,~R I'-6" VARIES VARIES 1' STONE - S1EEL POST SELALL BE b FT, IN 1 3i AC. S.b AG 6480 CF 816? CF 6300 8f $331 SF 1' 31kiM1' 43'xxi14' 9100
ELEVATION STR n4 l41") I 24,5' 40' 12" 8" 5" IS" 1,59 fpe TYP. TTP, HEIGHT, AND BE N6TALLED la' DEEP 3 1,60 AG LO AO. 18010 CF 1818 G 1411 BF 1486 8F 1' >dk43' 11kbb' 904D MM„ AND BE OF TI-E SELF-FASTENER 4 09 AC. 0,9 AC. 1610 CF W16 CF 1316 SF 1316 BF 1B' 10k38' 16k63' 8100
6' STR n9 ll8") I 10.5' 40' 11" 8" 5" IS" 8,34 fpe g)=CTION A-,d SECTION A-A TYPE, 6 Oa AG Oa AG 900 CF 900 CF 136 BF 8W BF 3' 6k16' 14k34' 9na
tOP OF BANK BEYOND I' MIN, TOP OF 8TR X34 l18") I Im,5' 42' 11" 8" 5" 10" 8.50 i'p+ 6 U! AC. Uf AG 2100 CF 3144 OF 7100 8F 1144 8F 1' 16kb0' 33k68' 901aa - WOOD POST 6K4LL OE b FT. M
LLEIR ~.1190 MULTI -D IRECTION~ HEIGHT, ANV eE MIbTALLED la' DEEP SEDIMENT TRAP RECTIONAL FLOUJ C
~ ~ 810-AREA !15") I 8.15' 1,5' 11' 8" 5" IS" 1.50 f'p~ ~ MN, AND DE 3 N DUWRER ISLAND OVER ArLE1
1 ROCK INLET SEDIME' - DETAIL E/c2.4 ~ t SEDIMENT TRAP P08T bPAC61G 6EIALL BE A MAXE'~n a M~ ~ O
~ WASHED STONE DETAIL Cs/C2.4 OF 4' O,C. NO SCAJ.E DTVER610N E ~ V e~ ONCE ~ `i
I No SCALE DETAIL H/C IL E-I/c2.4 ~a DA No. OF 11"1 _ ~ ~
FLOW ''~0T No ocALE u.g4e'e arONE NO SCALE IACREb) SLOPE DRAN6 HOLD-DOUN ' - 1n O
EL,118D 81A1CE8 r--,~ - _ ~ Q L Oa I i _ _ ~ - . _ - 3/I ~
i _ ~ _
- o ~ c~ r 1a 3
I' MM, 4' MM. 1m 4
SECTION ~4 O ~ ~O ~
arLET ~ ~
ROCK CHECK DAM 1• ti 12"~ FLAbTIC C
CORIAJGATEp L
DETAIL ~/C2.4 PIPE o 0
No BcaLE TEMPOR4I~Y S 0 ~ O L PE DRAIN •Q
y DETAIL L/c2.4 ~ C
8' braalLlaD ~ 'O 41
TNJALL EL. 918.1 anLET bcALE O O
O L
~C C' ,
T/IUEIR EL, 9150 3/4' CFIAI'1FER 310RPICE c tt,
CONBTR JT. 1'-0' LAP o D ~ In'xuz craw ~
1x4 KEY TN14LL EL. 918.15 SCREEN MATERIAL ~ 4. 2005 SAN
4' MN,
9 ORIFICE HOLE ~ t U2 CLR . ATER QUAU~` H Q' LEVEL SECTION DENR W p1ER6RA~ = ArETLAND OPERATION t MAINTENANCE ~osTOl~
h I ' EL, 9105 ? ' ~ o
? • ? . ; M6~8' EA, FACE VERT. 'ERG 9 STD, 1'-m" b' A ~T~ eFldu eE FERFOnrIED AFTER EVERT RWOl1~ PRODUCNG
a - T/BPILLWWY EL. 915® ' 'b CURB s GUTTER noNne.Y a A MWMM, RIP•RAP L REMOVE DEi01tl6 NIOM tRA6Fl RApC
r ,
CLA6o i W4TER6TOP STEEL FLANGED ' RIPRAI' . K4AI8" EAu FACE F10191Z - TRASH RACK ' ~ z. a+>xr~LEAR oeeT~cTIONb FROM oRlna oUaET, V8" MM. OTEEL TAPER CURB iv
I V2 , FILTER FAaItlG T ~ FLANCef FLUSH W/ ~ 3. C1E;C1C 84E !LOPES AND DAM l9DAN0•lNT, REMOVE TRAbH AND REPAIR I 1-11-m5 GEN, REV, TRASI-I RACK GUTTER I 1110oED AREAb.
M! N 4. CHEGC emhe~rt LlVE18 eE?+ND eAFFLEb. REMOVE SEDU"RNT uluE11 DEPTH FOR CONgTRUCTION
PLAN ~ WALL 3"1 oRIFICE HOLE RETAINING WALL WEIR ~ _ REACHE6 !/4 EiM'LE Ham,
GONSTRUGTION JT. ' _----____--Q_I NORMAL POOL ~ ' T hNc Datee De~ulptlon _ _ _ _ _ Q _ _ _ _ _ _ _ _ Ee t1s FOLLOIIING AMCB ~ EIE P4E'OR'RD EvgeT THREE MONT116,
DETAIL J/C2,4 ~ ' = DETAIL N/G2,3 1x4 KEY ~ , , . EL. 91msD ASPHALT t ~ECr BTOR~IIWTgt coLLECtION 81'0T6M cPIFINCa etRUC1tIREb, 6ulALEb) RfVI~IOM
~ • WATERSTOP FoR PROPER OFERATIOK REhIOVE TRA61i, emr'eNTe ~ oeBTRUGTION6 FROM SURFACE bTbTe~ ITOP
RIPRAP PAD , 1, MBPECT RN'RM ENERGY DI881FATOR6 FOR ER0810N AND UNDERCUTiIYs,
Ifs YR STORM EL. 911b9 EL. 9160 - - - - - - - - - • IR OyERFLgW EL. 9100 ~ " REPAIR A6 IEri1NiED. ?~C, PLAN -
IO YR STORM EL. 91614 lWE ~ 0 0 ~ Yr 8 OrC, 3 I 8TD.1-0 RIP RAP 3, REPAIR ERODED AREAS AND REbEED BARE bPOTb THROIXa110UT, TO REDUCE
EL.91DZ6 ~ • 2 YR STORM EL. 91565 ~ ~ 10-kr T1p CONT, MOIIMIAL POOL1 s ~D CONT, CURB 1 GUTTER 1~n bEDMENT Gi6iRATION, SLOPE PROP. 4. y~,gNp OUTLET DEVICEb AND CHANNEL DOLLN6fl1EAIM a DAM, REPAIR
Y ~ 9 1 OItl~ACt 1910261 11FTG, tAeTG, GRADE u~anTt1G oR DAl'IAGE ro CHANNEL LINING. Z aa>J
HK~H MARSH EL 918.1 , ~ SEE PL SEE PLAN - 6. GHECIC DOYN6TIiEAM DAM FACE FOR EVIDENCE OF bEEPAGE OR OVERTOI°PING, ~ M g 0
909.16 , LOW MARSH ~ - , ~ ' - • • ~ . i G THE FOLLOYRIG TA8K8 bHALL EIE PERF01ol'ED EVERT bIX MONTH6, ~
908.16 ~ a _ _ L N6F'ECT NTERIOR OF OUTLET bTIBJCTURE. REMOVE ACCUMULATED bEDR~ENTB
a ~ , ~ • _ ~ ~ f~l RIPRAP PAD . • ° h / oR oeeTRUCtaNe, W
Z / Z. C1EC1C WETLAND DEPTH AT VARIOUb LOCATION6, REMOVE ACCIMUL.ATED SEDIMENTS
• MY, M 91026 EL. 9100 . ' ~ ~ / f D~TH 18 LEbb THAN 3/4 bFEWFED, ANCHOR SYNTHETIC Z
CLEAR TREEb AND bAPLA1G8 FROM DA~1 EPID,MIC'IENT, ~ FILTER FADRIC INTO y W
FOREBAY MICRO ~ . P001 16, ~ 6 -0' I D" 5 -0 THE EARTH D. ao1eRAL O
RIP RAP = L MOW ILOFEb Y TO A " T SECTION REGULARI. MWdT r1 MAXp" ~JM GRAbe HEIGHT of 6 . ~ NO ES
9060 I' UNDE PERIMETER 9060 II'-0" SFELF AT FOREBAY CLAS8 A RIP-RAP TO BE USED 3. MONITOR POND DRALLDpW TI'E. IF DRAWDOUN EXCEEDO TADUL,d,TED TPE, 0 I!("IOVE oebtRllcTld~ FROM RIdER ORIFICE. W
MIS I.,~• CONC. WE I R Z QUANTITY OF RIP-RAP REQUIRED FOR W 4. 1~FEGT B'~NCY SPILLWAT. REPAIR ERODED AREAS AND REMOVE OBbTRUCTIONB, O
DETAIL K/G2.4 ONE GUTTER WLL BE 1Z S.Y. N
WETLAND /SEDIMENT BASIN A No BcaLE 6. FROVDE PUMP TO DRAIN POND FOR MANTENANCE Ab REQIIRED, CURB OPENING
DETAIL M/C2.4 EROSION CONTROL DEVICE
SEDIMENt BASIN CALCULATIONS N~ ecAU~
IN DRAMAGE DISTURBED SED. STORAC# BED. STORAGE SEDIMENT TOE MAX, SED. DESIGN DEWATER WEIR ~ TB'1PORARY SEDIMENT BASIN 'A' SHALL BE COMPLETELY CLEAJJED OF SEDAhENT DETAIL P/c2.4 ENGINEER'S C TIFI ATI ER C ON OF POND AND DAM SAFETY
No, AREA AREA REQUIRED PROVIDED DEPTH DIMEN61Ad DEPTH OUTLET FLOW lQ1J TIME LENGTH ,qNp l~GR4DED TO FUNCTION AS EXTEI~ED DETENTION WETLAND AF1ER ALL PERMANENT NO SCALE ,~~~~NUiii~~ea I ~N CARP ai~~ , L. Alan 11th, P8. artily q+ae ~ ~eaxwweK pond and dae ~ on e1r~ plan ueulia
14 AC, 2 CF 18914 GF 6' WA 6' !y ORIFICE 09,4 CFS 1-4 DAYS 8' EROSION ARE ESTABLISEED A8 MpICATED ON FINAL 81TEUlORIC A 19,11 AC, 0 5,200 PACKAGE DRAWNGS. NOTE - A COPT Q TEE APPROVAL FROM THE •TATE ON ~i of eFit NoNh Grolry Stag Dam belay LaW of 1961 lAe Aewd~d Through 1996)
AM I ITT • E S S/ and ui. RuIM end laexxr a prweet~d x, tYr Noah arolMa AcMnatreeiw Cody Tier BA, Dete 9-11-04 THE 8N°ETY OF TiE D W LL BE FRONDED 110 THE C • F 0 • of GREENI00110 PRIOR TO IS6LL4NCE Q ANY CERTIFICATE ~ ;'~,0 y'; ~ abd+ipe~?1K -Dee aey, Ewn w w uw Wharr tw dam el+ow+ on ehN plan a d~eermxwd
u Teti n~ln ~ A I r•i II Atl/'fAl4 aF erara~r. _ _ bu w. eue. to b..Y.~. ~?en n,¦ a.e..~~..y~~..~.... ~ ..,j,..~~i~n.a Drawn Bu FINELINE Ced
WG i Lrw~w Vl"ILVM{.P'11 wIw t Z deaign aigRom oertdfy that"pond and clan are dN to be sare and adequate for
ON SITE OFF SITE 15809 prouaan of public health, W64 where, and cimmtream property. I understand that this Ovick Bg A. NIII WEIR P 0 ~ OWWWation as the cl" gn wigsier shall not reUew the "w or opruor of d» pond and dam
DRAINAGE BUILT-UPON BUILT-UPON SUFZFACE AREA SURFACE AREA =1 TEMP, W,Q FOREBAY MARSH M MARSH MICRO POOL WA2. W.G. RELEASE TIKE OF AREA DRAINAGE AREA DRAINAGE AREA "CA REOIJIRED PROVIDED STORKS FROV. STORAGE PROVIDED SUWACE AREA l8%1 0' - 9 (35%) 9 - I6 (35%) SURFACE (8%) OUTLET TIME CONCENTRATION I-10 0-10 7 Q-10 I IfdO Q 00 LENGTH 4,
M Mom the legal duties, obligation, and liabllltwo ar such ship or opratlon Job No. 04.030 1Nt• t! 0 d R 963 CM 800 M/NR 3103 t:F$ and Seal or NC awne
23,11 AC. MM AC, 0,41 AC. 413% 13041 SF 23 90 OF 41AWW CF 105,103 CF 3,500 OF $)50 SF DJ40 OF 31500 OF 304 AW DAYS 10 MK 58 INAA 963 CM ~/1 CAN. 1• eigirtw IIIIIIIIIIN 14ohesiolial Engineer ~
PIPE SHALL BE 14 GAGE HELICAL AI AMUM OR ECWIVALENT ti ^A~ i 2 2005
C2AR1

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CIDER RD. ~ j i f~ j j ~ ~ ~
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NEVILLE RD, ~ t r ~ EARRING ON o i ~ ~
i I.. S1TE ~ ; t i
i ~I+ '~Ili'ii~ TR DRIVE ~!.JI, ~ ~ ~ Cam' l.~ r.a Leh ~..~L~ ~
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Pl nt r it vent--1/4316 sf ~ P I - a e u e l nts r vld 90 q a oe LOCATION MAP I ~ I
P NE~ILLE GOAD ~ NO SCALE I ~ i
I ~I N T ~ r II
H R ACID S SCHEDU - E SR f 913 e,0~ LEG ND ARC. I ,.C ~ u RE
~ PUBLIC R/yy Scientific Nave Cor~r~on Nar1e Slxe Quantit _.r___-~ EXISIINC E, NEW ~
~~no l~l1 ~ ENGINEERING IIIVMXW%pAMN
Acorus calalnus Water acorus dlvlslons 40 , ~ ' 5'~p 'SSa °~~'"Ato fANN9 A L A N N I N G ~IOJ~ ipNTWA M'Atlp!
Iris ensata Ja anese water Iris dlvlslons 40 a P +100A l01 OdYA110t1 +(tAQO~ ~
Rushes " ~ w JUnCUS spp~ 4 ots 40 103 E ^11'03" I N T E R I O R D E S I G N E 181.40' aA"p ~n '
r' , .Lobelia cardinalis Cardinal flower 5 aeuw fiPM DRAM MANH91t ICI .
I 1 al 1 , , ~ ~~o.A'z 4807-C Koper 8ou!evar~ , I ~ ~rMr~ --a~-- Gr~ensbaro, NC 27407 ,
' Eupatorlur7 purpureur~ Joe-pye weed 1 al 15 , ~ ~ eAirtarr4A"KM1C ~ ! n 1 Te e,~ha~,e 336 ,2.8 ~w~2
' ' , --sr 'Fax 336-2" 8_g{1" C
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W MA S I R T NT N AREA #8] 8140 SF • ' L~ B E ID Hca ei~rpara
I~. . ~ ?ROFE5SIONAL OF RECORD: -w-- wARA ww -p.-
Plant re ulr r'~ent-- 1/4316 sf, - ~ , ~ ' ' 30. e Plants r vld d 3 S e 6 Po 1 ~ ~ ~~9~0 , r -r.- i ALLAH' HILL, P,E, -o-- ~~R -a--- ~ ooaorooao
--t--- asvmmu.aa+oun •-.~t--. ~ pgp0 nib ~i
vy~ N OARVµK OI ~ 0~ \•~caooaaooo Y~%
A S H U HR IO CE E L K Q cr ~ ^AOO? IMNT iXtlI0A9pt YAIH ~ ~ c ~Y 1 ~ ap ~ ~
g28 i ntl Ic N Me CoM on Nave Slxe Quan It Ste f a M t y s° d' ~ q O 'aw MkJIT N.OpI q I ~x o a ,7 N ~peaavro ~ f ~ A0, S~~L. ~ ~
~ uonrwAt +a ~ ~ q , o a 15809 G
17 Lernna s ~ Duckweed plants 0 PP ; ' , ^v RLaldit oA u9M1M pd.C K4 o o v ~ o c e~~ (~o ~
Rndro ogon vir Inlcus Broor~sedge 4' pot 65 • • • ' ' ~ , s P 9 ~ ( Wlplpf LPR j o 40o i 0
Nu hur luteur~ Spatterdock 4" of 65 ~ ~1' ~ ~ ' P ~ ~ , Opp' 1~.1~4~~4 li ~ ® ARl NN OA wit Cd01g1 A
`eti - 11q~t "MRErt IT ~!IOptA9Y WKnq ~~~0 ^O~~p~ ~ 00~ ~ ~ aAtaro anaaK wrt V
S artina Cord rays 4' of 65 ~ '~a"HOPE A 9 ~ I ~r ~ J C~ Dona ~awA~x &t I S ~ ~ ~ ~ G j ~ v ~ na+ut ~
, >~{;r, 0~ , 9e~ °par 1 s
P~ylt tour! oppradlate CaMrecta nwparMl for . J N,~, wrNyap aU , y JN ~ eooc a°cx o+w ,y mgroeMrorv¢mwo"oMt )}>jy}~JjU11
~ work io fhne4ao Cale I ~ , ~0 aroa+ ca~+"a "Ar ~
µkyae rldth dr Re ~~rowMn! aoi lwMdN k be weeMl I " aMpw I t~ wlth'NettaMw iMd Nx' per Wedi~kwibra~ ~ ~ i
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~ r ' 5 ~ " 84 1510E i i .J
I ~ I '`~i `~ti r I r ~ O
Ruantity Syr~bol Description Slze ~ I , 4 ~ ( ~ r~ ~ ~
' co ~ '1 i \ I
40 ane a irl h Jap s s Eac , PROPOS D • E I r . , ~ i.. 'av
I "•i' BUILDING •
17o Duckweed each
~'.r 2 STORIES ~ H ~ DAE / , . ~ , ' , , , I i
46 888 S F / ~ ~ ~ ~ !i ~ f
65 Spatterdock Each FIRST FLOOR FOREBAY
~ FE 927.0 o ~ ~ EL. 906.Ooaaxn ' 4er N'k-~0 ' ' ' '1750 ~ a ~
65 HrooMSedge Each
~
r~; ~ r„-. ' a o o~ , , ~N~ ~ ~ 205 ~ ~ a,
X40 Water acorus Each i ~ ~ ,
~ ~ TER QUALITY ~ DENR - WA MWATER BRANCH ~ G ~
15 Joe a weed Each PY ' / p iNETLANDS AND STOR i ~ , i ° • a ' ~ ~ NO D.M,U,E. OVER AN h`~-- Vat~r =~0' ~ • PO ~
~ ,r ' ~X~ D±r4 15' AROUND WET ~
I POND , ~ ~ ~ NTION °~WM EL. 909,75 ~ ' , , DETE i ~ r'~
65 Cord rass Each '~i: 8 1' I .f;. ''r.' ~Ir,~ ~ti'~ ~ ~ ' i ~ Cy.,)
;I~ti,'' '~''';r'~°' 6~~:'r~'~ t ',~•1.~,,,, ~„l ~~I,,'', a,,,;'•' ,;t~'' 36 ~
40 ~ Rushes Each •'r' ~,;1~;,,ti, r N ~ . ~ ,
~,'n{~ ; y, C 6 E 8!7 ~ , ~ti2~" ~ 81 0~)° ~a
'I•'i 5,•• ~I ~I ~ _ ' \ ~ N ~1e1~ ~ ~ '
15 Cardinal flower Each ' ~ ~
~ ' REV , ~ , , ~ -40 ° r
~`gti i i Y ~ MIER POOLo ' • ° ° ~Pthn-6y ~ ~ ~ i
J ' • , y~, Oti rn r ° + ~ I I °j ' ~ 'Y , F (350 SF) ~ ~ , i . . •
, ~ ~ '~1 aP , • ~1~~. •rV1 .G ° •1 i , M ° I ~ alNa quo ~ / F d~
L ~ti ~ U ~
" / ~L9 61' F,
l~~` • (924) ~ ~ ~ ' MAINTENANCE SCHEDULE FaR BIORETENTION AREAS ~ ~ 1' 1 t 1. Op. 1 e ° n~ l ~ , i / W[MND AAU +~0 ° • ° • ~ ~ 4
tial' ?5 , DESCRIPTION METHOD FREQUENCY TD~E ~ THE YEAR .~9 6 e M40E0 6Y FC! LSD NF ° • ° ° ° N ' ~ ~ I t~ Hp! ON ~.m ~ ° • ~ ANO ~ I FOR GONS,RvC~,v~
•i SCIL ~ ' •
. ~ ~ 11 • (922)" INSPECT AND REPAIR VISUAL HONTHLY MQNTNLY ~ ~ J F~,~ ° un,
EROSION ~ ' ' ~ „ev~'s~o~ s ~ 1 ~ ~'0 ' ' ~ > ~ ~
I 1 ORGANIC LAYER ~ ~ r a~wut ~ ~ f
~ 9PAIg0 XFAD REMULCH ANY VpID AREAS BY HAND WHENEVER NEEDED WHENEVER NEEDED ` • I I , i~AlAO Nuo ~ ~ Ca~hpt ¢!a ' i ~ (90g , ~ a ) ~ ~ ~ ~P 'PY~ wep'16 ~+i
o ~ HDP REM04E PREVI US M H Y H Y 9 ~ O ULC B AND ONCE EVER TWO TO SPRING • "HDP ~ ~9p's~• ' ' ~ • ~ , V ~ ~°n ~C'~----~.,,,~, ~ ' • . I ~ ~ ~ . , , , r/
LAYER BEFORE APPLYING THREE YEARS ~ 18'HDPE ~ ; NEW LAYER (DPTIONAL) ~ ~ " ~ ~ , ~ V I
REMOVE DEBRIS AND A L BY HAND WHENEVER NEEDED, VI#VER NEEDED. V • ' ~'g0~1 r~OREBAY ~ ~ i C~ ' 2 ~ w f I
FLOATABLE MATERIAL~~ ~ ' • ~ ,
• ~ ~tiol ~9i CHECK FILTRATION RATEI VISUALLY EVERY SIX MONTHS SPRDrG/FALL A ~ 9~iQ ' , A~~P~ ~ ~ ~ • e ~ , , 1 ~ , ' 9 ~ i
• • TR/,q . J ~(9 ~ ~ , ,
C INSPECT PAVEMENT/GRASS INTERFAC VISUALLY MONTHLY, Mp~ITHLY ~ s~ ` , , ~
FOR CRACKING-BREAKAGE, PLANTS ~ , , /
~ • I
REMOVAL AND REPLACEMENT SEE PLANTING TWICE A YEAR 3-15 Tp 4-30 AND ~ • ' OF LL DEAD AND DISEASED SPECIFICATIONS 10-1 Tq 11-30 ~s ' ' ' ' ' ~ PONO g ( A
VEGETATION CONSIDERED ~ • BEYOND TREATMENT ~~N X30' TF
gyp( R/Iy sip : • c~ ' • • • • TREAT ALL DISEASED MECHANICAL OR N/A VARIES DEPENDS ON INSECT ~0 ' '
TREE'S AND SHRUBS BY HAND CR DISk~ASE INFESTATION ~CCF ~ ~ ~ ' ; ss~ ' (soot _ ' 900 ' ' . ' 1 ~ 9 F1,( , { ~
WATERING OF PLANT MATERIAL BY HAND IMMEDIATELY AFTER NlA ~ ~ ~ I S ALL TAKE PLACE A7 THE
END AF EACH DAY FOR 14 CONSECUTIVE DAYS AFTER
PLANTING HAS BEEN COMPLETED, ' ' { ' 92.
REPLACE STAKES AFTER ONE BY HAND ONCE A YEAR ONLY REMOVE STAKES ' ' .
YEAR IN THE SPRING ~ ~ ~ ' 8'r~lrf ~ .
WATERING OF PLANT MATERIAL BY HAND N1A VHENEVER NEEDED ~ ~ ~ ~ •
' 'o cry, N
n es ern e (1 (t+v ~ ~ MJ~' i a +Y ~ } 4 _ ~ n (oUT, ~ ~ a,e 2-x.005 ~i
and/'~scape Architect P,C• rpplllllllww ~ ~ ~RA~H~~ ~ ~ ~ ~~A~_
/O~!- QIIDMM 1IIn~/V ~~PI 1 .QwiW C~1RA ~rnwn Rv ,1CA
4~lTV UUGIIU YIJ~V f\VVU 50 0 25 50 1 00 800
ins on Salem N,C. 336 724-2613 off a ~n 4: Check By A. uJll
Job N' o. 0d-03C i
( IN -EET } Sheet
1 '~ch 50 ft.

us azl •
iTioNau usEs coND NOTES
G DATA FROM OURVI:Y aY RGGIONAL LAND 86MQV>EYOF6, Oi47 w
L U~ -All thoN wM Itt~al x+ tht LI sa+lr~ datr~t au no niw bllibard• will k~r prrautt~d, datr~ot L TOpOGRA,PHIC AND GEONETRI , CIDER RD. ~ ~t STREET, SUITE 100, GREEN6aOR0 NC ?1406, DATED JANUARY 13, 700.. _ • WES1 MARKET IC SURVEY DATED APR1L K,, ?003. E
REVISED APRIL 3, 7003, AND ADDITIONAL TOPOGRAPH
No •ua• will bw prov~d~d to Nrvill~ Rad, ~xapt ra ~ for ADDITIONAL GEOMETRIC DATA FROM SURVEY dY GIZM6KI SURVEYMG CO.171 GAL~:B AYE. NEVILLE RD. ,q~p,~,T ~t 1 3 DATED AUGUST ?00?, titr N•t and iuNt R~ WINBTON•SALEM, NG 710 , RD.
p•rkw+g, until wch tangy ~u tlw propwrtla to tYtr N•t •nd Wt •No son~d to •n Ll or 31n11•r somne dliuiat, I' TWEEN 1HE 100 YEAR ACID 600 YEAR SITE ~
?.1HI8 811E IS LOCATED 1000 FEET FROM ZONE a IAREAb aE !~t A DRIVE ins ~ocw~ FLOODI PER Fd1tM, GOf1'W1TY PANEL 3101110006 G, EFFECTIVE DATE NOVB'bER ~ . I°JM
E, Trued Draw w01 b~ ~x~ndrd to the proprty tFr prln•ry la ter Fxop~rty, ?y tFr pr ry
3. THE PROI'ERTI• b LOCATED M tHE tJrl'ER RANDLCMAN LAKE WATER6HED lEA6T INrD 1UESt ~,4
DEIP RIY=R1fW8 N) 0 FORK
SITE DATA ~ LpGATION MAP
I. PROPERTY bIwER/DEVELOI'ER ra
aL,AND ENTERPRI8E8, LLC A R C H I T E C T U R E
i306 SOUTH PAI1K DRIVE KERNER61/~:.LE, NORTH CAROLINA 71704 E N G I N E E R I N G
CONTACT' -DAVID SPANGLER f 33i) ~i-i06' J
D N LE EXISTING NEW P L A N N I N G I~RERENGES
p8, 4991P~690 INTERIOR DESK, N
D,a. 6093 P, ?09i U DUILDMG u u
D. 6.6b0~ P.119 Pb b0 PG. 41 DIT9r1MOU8 PAVNG 4807-C Koger Boulevard
p~, pr,, 96 Greensboro, NC 274D7
~ CONG, GLAD OR PAVING , ' ,p, ~ pr,, ~ Telbµ~hone 336-218-8282 _ ~ t- Fax [phone]'0
3 ---100-- CONTOUR ELEVATION www,tnad-desi n roup.cc~m 99
8100 TRIAD pRIYE ~ 1000 SPOT ELEVATION ¦ f 100x01
M001'ZEEEAD TOU1~lSI•lIP, GUILFORD COUNTY GREENS601i0, NO'Ft1~~d GAROLNA =a¦:SD= erolaM DRAM LME -r>~ - PROFESSIONAL OF RECORD;
rJ
4. TAX MAP DATA ~ eroRM DRAM MLET L. ALLAN HILL, P.E.
96-101x-IIiO-i, 0 STOR'1 DRAM (MANHOLE ,,~~~~N~q~~~b~
a ~N CARp b. ZONMG DISTRICT t~l~~,.....~~ ~i,
GP-LI -CONDITIONAL US6 «K~HT ND1bTRIAL HEADWALL OR ENDW4I.L E g g ~ f ~ ,
- -SS- - SANITARY 6EI1ER LME i. EX18TMG USE • UNDEVELOPED t
- ^~/~am r 0 - S - SiWITARY MANFIOLB ~ ~ ~ 9 t
1, PI9oPOSED ueE - TRUUC 6ALE8 AND SERVICE: ~ - - - ~ CLEAN ouT ~ N ~
OT SIZE ¦ 19,G7 AGREE ~i ~ ~'~.,0 I N , ~ 0 L f0'""%&"~) -a-- WOOD FENCE y~.
I 1 f ~ EXbTMG dJILT UPON AREA 01D0 ACRES 1~ Y ¦ ?~:m ACRES lAM ,o•
ww 1 AREA M NEWLY D~IGATED RJGEIT Of WA GRAM LMK fENCB -X- rrrrrr~r~' ' NEW LOT I • 11~? ACRES
~ TREE pRpTECTION ,wu.+~wa ( ~w PROPO6ED aulLr uPON AREA ¦ a,9i acREe , +Iti1a~) TREE LINE JUNE i8, 2004
n FENCE, TYP, ~r°~w•r ~ ( / ..p .y I ~ I1 ACREAGE M PtIDLIC DRAM,AGE WAYS AND a ~ ~ I I SPACE ¦ OA AC TOTAL NUMBER OF PROPOSED LOTS ¦ I 61LT RNGE
DET, L~,I ~v ~ ~ ATION AREA ~ I • TREE I , I I I I I~ LMEAR FEET M 81REETS ¦
11,6i0p l If I w ~ i ` DI$TiAIaED AREA ¦ AGREE 11t3iX) GONG, C13lD 1 GUTTER
W,LY G IrMal UNDIBTURDED AREA ¦ D,i? ACREO f78i41i1 ----W---- WATER MAM --W~-
a , ----T---- TEI.EPFIONECAEaUIT --T--
• d,
~ ~ - • ~ . ---•G---- GAOLME d
TREE CONSERVATION AREA ~ ~»ro~ a ~w ro iw ~ • • •wm a•nma. , ----E---- ELECTRICAL CONDUIT ---L sou. ,
15~ ~ ~ ti ~ , ~ u 6 ~ ~ is r~ir ?rN tt » b ~ . • ~sowo s Ir~..tt '1d' FIRE HYDRANT Y ~ ~ro~ ~
~ i10~ w'"M~ D4 GATE VALVE N O
~ C~ ~0
' r,.' ~ ~ , f' w,.,, POST MDICATOR VALVE 8 I~~ar
~ n ' ~ 1 r ,.lti; r 1 ~ TFIIWST DLOCK G ~
r ~ f;,. ~ ~ . 'i •F.,. PROI~Ep . . ~ l o PIPE DOLLARD ° O
fT0 ~ \ TREE CONSERVATION AREA ~ 3Fr , ¦0 ~
701400 ~ ~ LKrHT POLE '"<I ~.e
~ f~fTll011•' '•~.1.. -.rte ;A ~ ~ ~ •r ~ . s'" ~ ~ TELEPHONE OR UTILITY POLE rQ1 ti°" I I ~ ~
~ 1 ~;r,, ti.. I 1 .1• I I TREE PROTECTION _ _ ~ e PROP°.RT1' ROW LME a-, .I f,
1 I FENCE, TYP. ~ " w,, , I ''s'~
~ ~ , i _ SEE DET, LK.?.I _ . - - EAeEMBat LINE ~ •,r., ~ ~ ~I ~ u
4 ~ / ` ~ k~C~• ' ,f~•~~w ( ~ wOIL CLAb,~IGe ,M I d'~ I , ~ , , tir ~ i9 ~ . ~ t~ x~
, ~ ` , ~ ' ' ~ IRS *~P1 OR P~'.. P? . u e .
,`t •,r~ ¦ OTC1E MAIECER OR PRO!"1:RTY CORNEIR "
~ ' ~ ~ ~
; , ~ ewLDIN~ eETaaac LME ~ ~ \ ' I 1~ ~ . ~ ~w 1, 1 ~
_ •i. 'i • uw~w~uir ® CONGOID~4LK .,..r. w~uror
v ~ • \ nazi w ~r...~ ~ _ eluaLE ~
~ .'f I ~ . ,I I ~ fWOY ww`` . I RM'RAP
,.y. . ;I "C ~
~T~CTION ROCK CHECK DAM f ' _ _ L
I ~ , ~ , r ~ ~ ~ ,,~r SEE , L/!C1,1 ~ ,I olvpiOlON Dpc~ C L/!G7 O
• ,.1; ~ ~ ~ 1 ~ ( MAT o . eROebN CONTROL
~ r .r. • u WE1'IANOS 1 ~ ti ~ ~ ~ y ~ a~~,l;i ~ 1 ~
~ I , caroPY tREE ~ ~
Z ..-1 f R 1• ~.~dt~.t ~ y:_~ ~ 90 8T1iEAM DUFFE T 1
2004 ~ • . ' ? , 60' STREAM OUTER
WA r1 l r 'I'1., - tER ~t~~A~i 4~ ~ ~ ~ ~l f f I a I _ ~ ~
i ~ TAO' OTREAM OUfFER ~
f , ~

a~roM ~ TI A EAS
j , e , ~wvi~r~i•r T PRESERVA ON R _ REQUIRED REE A ~-18-04 GEN. iaEti°.
I n~aakw NOTES AT RSNED UJ E ~s ro`~" I. 60' TYPE 'A' PLANING YARDS 11,660 SF
cor~LETED TREE coNaERVATION AREA YATION AREA " 7. 8' STREET YARD 0 ~ Mlt I~dttt DOlCripti4~l
L THE NRO!'ERTY OIINER IS RESPONSIBLE FOR MAMTAINMG THE nA~ ~ WET DETENTION POND AS DIRECTED BY TFE fAYE1ihMENTAL OFFICE HAYING JURISDICTION Ravlslalsr - TOTAL i~600 ~
, GIA R6EED PROTECTION AND ACCORDMG TO THE APPROVED MAMTENANCE PLAN ¢OR TE
,THE PER'1MENT WET DETENTION POND SHALL HAVE FULL DESIGN VOLUME AVAILABLE ~ IFICA 8 OF OCCUPANCY FOR THE SITE AND/OR PRIOR TO PRIOR t0 ANY t86UANGE OP CERT TE ISP06~11L ATI AREAS T E PRESERV ON ROPOSE D RE P
ANY P1.~4T RECORDATION FOR THE SITE. THIS MAY REQUIRE THE CI.EANOUT AND D
OP SEDn"IENT FROM THE POND, I. WEST AREA 16,D00 SF 7. NORTH AREA ?01x00 St
. THE P,ONTRAGTOR SHALL SCHEDULE A PRECONSTRJCTION MEETgrG UNTH THE CITY OF 3 R WHEN THE PERMA?~T WET DETENTION POND F64O 3. STREAM a1M1'ER nA00 C
GdiEENdBORO WATEISd~D ENG1rEE 4. No1tTwIEST AREA II,600 SF ~0
BEEN CLEARED AND THE POND HAS OEEN FIELO OtAKED. TOTAL i4A00 SF
ODICTION FOR tu4TER61#D PROTECTION AND ?HEIR A THE GOVERNMENT OFFICE W4VII~l'~ JURI I ~
A86K~ HAVE THE RIGHT OF ACCESS TO THE PER'1ANENT WET DETENT ON POND
MSPECTIgrS AND MAMTENANCE EI~FORGEI'ENT, (BLANKET EASEMENT)
.FINAL APPROVAL OF INSTALLED R,IrOFF CONTROL OTRUCTUREb WILL DE REQUIRED AT e y
FMALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE FMAI. pUILDING CERTIFICATE OF COMPLIANCE, WHICHEVER COMES LATER P NEITHER A BUILDMG PERMIT VATION NOTES T E PRESER RE
NOR A GRADMG PERMIT 18 REQUIRED FORA 81TE, THEN ANY REQUIRED RUNOFF L ALL TREE PROTECTION DEVICES MUST DE METALLED PRIOR TO LAND D18TUIea,ANC.E, ..I
1UIlE SHALL, DE SUB6IANTIALLY COMPLETED PRIOR TO MSTALLATION OF ANY BWLT• STRJC ate TIFICATION OF COMIPLETION SHALL DE MG OF ANY 1REES. A PENALTY OF 1600 PER DAY FOR FAILURE OC MCLUDMG THE CUTT
UPON AREA OPI THE SITE. ENCrINEERA+IG I RAND PRIOR TO THE REfAJIRED PRIOR TO FINAL. APPROVAL BY THE Q~lORCEMENT OFF CE TO MOTALL APPROVED TREE PROTECTION MEASURES MAY APPLY, W
ISSUArrGE of ANY CERTIFICATE a OCCUPANCY. CONTACT THE URaAN FORESTER AT 313.7160 TO SET UP A PRECONBTRUCTION W
`,tu4TCRbHED pATA ~ N ~ MEETNG PRIOR t0 LAND DI81UIQ6ANCE. TREE PROTEC110N FENGMG SHALL DE
WATERSHED • UPPER RANDLEMAN LAKE WATEIlBNED, , METALLED PRIOR TO THE pREGOrbllitJCTION MEETMG~ 0
RI1fER EtiASM -WEST FORK DEEP RIVER 3, NO GRADMG IS TO OCCUR M THE TREE CONSERVATION AREAS OR TREE CRITICAL
SIZE AREA • i,+6~ ACRES AREA M NEWLY DEDICATED RIGHT-OF•WAY • ?+i0 ACRES ROOT ZONES.
NEW LOt I • 113 ACRES
M~`.'CII"LM dJA PER POND DESKiN ~ 11.Im ACRE81b6~3X)
F'I~OF'~"'gED BUILT-UPON AREA • bbra ACRES f 98496) DISTURBED AREA ~ ACRES (
U!SOISTURDED AREA ~ ACRES l Dble 4-?9.04
1, SOIL TYPES SLOPES CxRAPHIC 5CAl.E 'af~Wn By FINELINE Cad
CcB -CECIL BANDY LOAM, ~ TO i PERCENT
_ ~e~u sdunv I ndMl b TO b PERCENT SL01°ES w P w w ~ aNV GtwCk ~ A. Hill
{IGH VFV-F W-- - r- v vaB - VANCE BANDY LOAM, T TO 6 PERCENT 6LOPE6 Job No. 04.030
Era - ENON FINE BANDY LOAM, 2 TO 6 PERCENT SLOPES
M052 - MADISON CLAY LOAM, Z TO 6 PERCENT SLOPES, ERODED bhodt f IN FEET )
MCC9 - MADISON CLAY LOAM, 6 TO 10 PERCENT SLOPES, ERODED MC02 - MADISON CLAY LOAM, 0 TO 16 PERCENT SLOPES, ERODED I inch - 1fDm Pt,
Ch - CNEWACLA BANDY LOAM ¦
8, UTILITIES - PUBLIC WATER AND SEVER (CITY OF COMENSDORO)

1¦wtr.¦ '
US 411
• C TS ~
usEs ITION~,L GOND NO E Y IONAI. LAND gURVEYORB, 8641 w
CONTROL In tYls LI zon dlsrlct sxcs~ I ANp GE01'IETRIC DAtA PROM SURVEY D REG 3 ' srlct 1, tOPOGRAI°H C NC 11409, DATED JANUARY 13,100 , I dl• CIDER RD. 9 WEST MARKET STREET, SUITE GREENSDORO 1003. -
IFICATION OF STOR"NIIATER QUALIn 1, U.a -All tho.s wu ~:nrmlttsd In9 prGWEER'S GERT rsalorlal aplnlon that n+llorr ppAMNa'll It a pro n0 nsw btllboard. wdI !as psrmlttsd, TppOGRAPNIC SURVEY DATED APRIL 16, APRIL 9,1003, AND ADDITIONAL 111 CALEB AVEy ~ I REVISED ATA FROM SURVEY DY GIZINBKI SURVEI'MG I
a tsd Irlssrl atandarcN In stir , .Lq or the Grssl++ba'o Dewlq~~t I QM'tl tNt, purwant t0 gs'~al~j use ~ t0 bs col+trol{sd pa+' SsGtlon 30 tMl~ ~ Nsvdls Rood, sXespt ror smp ADDITIONAL. GEOMETRIC D NEYILLE RD. ARRMGT } • ,xe•pe ror •mpla,~s -6ALE~'I, NC 11109, DATED AUGU811001,
~ r ralnrell from arsa. that ati rsqu N bs5n da>t tp IINSt or s~xassd tent eld~ o IMM 1, No accsa well bs pr~^rti Idsd to sa.t and ~ hom thn Irlssl'sd atormulatN' gWllty oon~p II wcJ, tm>cl a. the propsrels. to the hs Wt and u19•t ~r~ UNNSTON AR RD. }
Ordx+ana w pontrollsd by a psrmansnt arg MInWI ~ ~ ~4 perluny, unt 0 Storawl+tsl' Mane dl.trlct, ~ ~ Grssmbor . , elao talsd to en ll e~' .nnllar zoning D (AREAS pETUJEEN THE I~ YEAR AND 800 YE SITE d~ I 1. THIS SITE IS LOCATED t800 FEET FROM ZONE TIVE DATE NpVEMDER 19,1988' IA DRIVE '
ra>c~YlraaNnt E 8 8 / ~i R FIRM. COMI"1611dITY PANEL 31®111 DOBD C, EFFEC p U'r prlnary ~GGN• FL000) PE t d ( T A'~'i WE8
~•p~ 0 III bs a~tsndsd to tYls property p the primary ~ % 9. Tread Drlvs w M THE UPPER RANDLEMAN LAKE 11,WTERbNED ~ 3. THE PROPERTY I6 LOCATED 1.
;a SEAL ror the prop.rty, FORK DEEr RIVERxWe 1v) ~
P~ SKaNATURE % S ~ 6"x8" TAPPMG P.& SEAL Q•,' : NEW ID" DRIVEWAY SLEEVE AND I aTa s~TE ~ s____ I
~ 'aN PIPE s 1~% SLOPE VALVE DATE • ~ 0 I N9. ~ ~ ~i~~ •a.. r X I6" 8" DdL CHECK R/DEVELOPER Lt~GATION
~+'9( ~1 I~I"IOVE E f,~~ IPE BACKFLOW PREVENTOR t PROPERTY DUNE RPRISEB, LLC N0 ~6 DLAND ELATE i
ION NOTE OF STOIE'MWITER pJ,WTITY CONTROL h+.o+t'H~ DRIVEWAY P GROUND p+l(iprEER'b CERTIfICAT ~ r 94 hoes' atone event IN ABOVE 1386 SOUTH PARK DRIVE ~ ~~ERSyI~, NORTH C,4ROLINA 111 I T E C T U R E
a deal to rsdl+ot' stir pat-duwlop~'~? ys+ "HOT Box" I .tructlln(.).M+a++l a+ Ian 8"~ N~E'Y/LL,~ ~ (33W 99b-b0(sb' ~ ARC H coNtACT • DAVID 6PANGLER, NEW
Iwt.r oolnro ~ ~ ?0,40 L Th..torm -daw rates, - 0 ~ to year 24 hour storm w pre N CgRp fI EXISTING ENGINEERING
pp . . .'p~ 0'.• . - - re 3 fcr~9' PUBLIC ~ Z, R~RENCES D8.4991 P. 890 LJ DUILDMrs u s
' u G Da. 5093 r.1m9b P l A N N I N
~IdNA11~ =4 SEAL r'; % ~ . ...:3w ~ Pj P~, SEAI. ~ DIP WATER • D. D. 5609 P, 119 aITUMMOUb PAVMt~ pg, 60 PG, 4l I N T t R I 0 R DESIGN
INV: • ~ ~a ~ % 93535 ~ ~ N . 98 CONC. SLAD OR PAVMG i'r,;'~,~.• P8, 96 PG
DATE S ~ ~ r' ~ I Y • • In ~ "''~ZC . ~ ,~•p I NF;.•• v~~ ' 81 3.19 Pa' ~ ~ ~ _ _ I - Ko er Boulevard ! ----I00-- CONTOUR ELEVAION 4807 C g
~ ~ 1 5' ' I , r NC 27407 Greensbo o, 3 3, ADDRESS • SppT ELEVATION ~ t1ooO~ ne 336-218-8282
tiigl N FIRE DEPT, ' 1 LAN ~ 1 +++uuu~~~ ~ CONJECTION 1 ~ 9 - ~ I ; 8100 •~Ap p~Vg Telep o
pIOpREHEAD TgI1dSI~IP, GUILFORD COWTY - , = DRAM LME -0' 6D- Fax [phone] i ~ x,940 ~ -8 80 STORM -
I ~ 1 II 1 v 11 s I 1 I ~ ~ GREEN6BOR0, NORTH CAROL. 0 www,triod designgroup,com ~ STORM DRAM MEET
. 1 1 J.. 1 ` ~ I ~ , r • TAX MAP DATA O g41 4, = STORM DRAM MANHOLE ,
1b BLDG.BETO,AGC \ ~ I I m'7 ~ I pLEZ AVERY TRANSOU I 1 ~ I , . I ~-~'I~'®'1' ~ PROFESSIONAL OF RECORD:
DB 1043 PG 92 1 D~' HEAD6W-L OR ENDIW~LI N F11LL, P.E. b. ZONMG DISTRICT L. ALLA
ACL 95-~0~8-Ilbra-I~ 1 I I _ I WATER WELLS , ZONED AG EXISTMG ~ . I - I - t;,QdDITIONAL USE LIGHT INDUSTRIAL -68-- Ilnl? I I GP L . -gg- - SANITARY SEWER LME I/IN +yl~
I) TO DE ,gpANDONED PER i F ~ ..j.'I 1 (LUC ~ 1 f GUILFORD COUNIY 1 p I ~ 1 ......944 N C~Q '~i ~J . 1 18TING USE -UNDEVELOPED _ bIWITARY MANHOLE • 4 1 b. EX 5~-- • I, g S .
, ` r~IRErENTB ~ 1 -FIRE . RE _ I I HYaR~NT , 1 • ~ F ~
. ~ ~ Q AND VALVE 1 N I ~ - TRUCK SALES AND SERVIGn - - CLE,+W OUT CO II 1. PROPOSED CO • 1 ' 1 .
~ I 1 - ~ ~--52'00" X40. ' ~ 1 1 - - ~ ~ 1 _ ~ 1' ~ (n IZE WOOD FENCE ~ ?ACRES ~ a 8. LOT 8 A . 0~ ACIQES l ~1D0%) .
1 I TMG DUILT UPON ARE ~ ~ ~ I n EX S rENGE -X- Of UWY ~ im0 ACRES CFL4M LpiC
BILLY G. HINSON I p , 0 I DB 2046 f' . 63l 1 1 I 1 - I _ 1 1 , a. 1 AREA M NEII~Y DEDICATED RK>~F1T . ~ ~ ~G. 0 (G.• IN ~ ~ 3 .,NEW LOT I • na1 ACRES ,ti~,,,r,,, TAE LME
AGL 95-~01>'~ .60-29 ~ I ~ ~1 ~ _ ~ i ZONED ~ r- pROp00ED DUU.T UPON AREA ~ A.9b ACREa ,4q~ N~ 11 ,
f a.UG I 1 1 ' . WAYO AND OPEN SPACE ~ 00 ACRES LAN 111 1 1 ~ ,4GIiEAGE IN PUBLIC DRAINAGE GILT FENCE ~+Illlulll' ~ LOTS ~ I 1 TOTAL NUMDER OF PROPOSED ,
!DI ,,..Pl...,,. ' 1 1 - - - . • • • . ,LMlAR R!T M STREETS • CONG GURIS a GUTTER JUNE 18, 2004
y I ~ o,M1y y IWITER 21 I ~ ~ proTUlwlD avlA • 14~ AufEe nl3bx) a 1 16' DLDG, SETEIACIC ~ TINDER ~41QEA ~ 661 ACRES (1164x) ----W---- WATER MAM W
. I ~ i ~ I ~ uND 6,, 1 JOSEPH ~ CONDUIT --T---
~ ~ ~ w HDPE cc . ~ 1 PB 50 PG 41 \ ~ .....H~Et•C:•TtIC3CaLE.,• -T TELEPFIONE 1 DD 4181 PG 1993 ~
` ~ ~ 1 / r ~ .r r~ ~.TBACiK 7 1 I PB 50 PC. ACL 95-1018.1160.44 0 1 ~ DB 3330 PC~~ It789 ~ G---- GAS L1~E
9~ 1 ZONED - AG ~ ~ •IIEQi-11 1 ILUC Il `ACL 95-1018 ELlCTRICAL CONDUIT
11 1 ~ s (~6 ~ 1 / ~ OUT),~884 2450"E a / 1 1 2~% MA'L " I 1 I . . ~ ZONED AG -E 1 ~ LUG-I; y' 1 4l pRE NYDRIWT
/ ! 1 ? RI1DZ NS / ~ r I L pUILDIN3 / ?
~ =TER I ~ \ VE w D4 GAT! YAL • ~ C
. x'11 2" ~ N+e Yhy a' •t . ) . , i 1 1 . p6T MDIGATOR VALVE e
~ • 'EXIT- TOLD L 584'09'30"E , , ~ ~T LM ~ ~ 181.42 CITY• . ~ ~ LI-M(T8 POUT)... THRUST OLOCIC Q Q , • n 8841510"E ~1$1r„~,~
~ ~ ~ ~ ~ EXIT' ~ , . .
~ ~ / r' / r' Q1WlATER ~ ~b ~ o PIPE BOLLARD b~'
~ TOR MSIDE BLDG. ~t .,i, BEPERA , I r • LKa*IT POLE ~O •r 1 h,. ~
, BETBArK e~~•(~ 18 ~ :~i` SEE PLUMB, DWC>t8, 1 1 ti ) • ~ TELEPFIONE OR UTILITY POLE `nl O AA,, ~
- ~ ~ ' I B'~'b~ ! •OSFD SERVICE 1 PROP .fi•~ \ ~ `~~r ~ / MIN. + ~ / +r ~ W ~w
1 i5 ~ ~ 1 ~ G r 1 ~ ILDIN . re ~ , ;Y r ~ ~1N - ~ ~+1 ` - - - - PROPERTY / ROW LME 1 ~ i ~ 4 I 1\ 7I
• Q? \ ~ 1 / PROF'. SAM, ~ / 1, ' 11 - TORIES TOP 9,:a~m g ~ 2 S ~~~7 ~ 1•• . EA6EMENTLM~E
.11 , RI • 0 a ~ i ~ . 14 . ~ + ~ . _ 1; / 1'` - ~ - 601E uA66ftIGATION ~I 1.1 ~
1 ~ t ~ ~ Q SF .4Afii, r smx MN, 46,888 ~ ti rQ ~i •S.. MIN, _ ~P~--1 ~ •.y. ,pl Qi r10NPNORPROPERrYCORER ~ la ,
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. fF • 9210 _ I / / I ~ • ~ 1 \ r t! ~ 1 ¦ STOPE MARKER OR PROPERrY CORNER 1 1 ~ 1,.
\ , 1 y A eeuER / ~ ~ - ? a ~ _ 11 DUILDMG 8ET6'G. LME ~1 A 681ER ~ , ~ ~ ~ • ? 1 ~ 1 t . ~ 1 ~a r+s
I + r + ~ i;r EXIT / r 1 / / ..Yc.... 1 I r,i.~~. 1 1 1 1 t ~ 't•~. / 1 I t 1 ® CONG,OIDE'aW.IC
. + ` / ~ . i/ 1 1 r t. / ~ ~ f• / . 1.1 Q
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? ! . ~ \ DRAIN ,1' ~ • I ~ Il• 1' 111 1 I 1 1 1 Ci6:CK DAM 1 1 1 ~ l l y l l I I 1 1 ROCK
I` ~ I ~ 1~'IP+~"~+F•. •,I 1 .1•'l 1 1 1 DACE ! • Id f, . , ••I ' - j 'f • 1 1 I ;1 TEP'rORARr DIVER610N
L. / • ~ ? ~ rRdP, SAN N,~FI • ! • \ ..I~.. "1 1 I ' I; j + 91051 1 I I 111; 1 1.1 I ~ + / /1 1 ~ pl 1 1
` + 1 ! , I y~,~ ` . 1 ~ 926;101 ~ 1~ ~ 1 ~:.F 1 ' ~ GO 919,9 `,.~x...•.,:.,,.•. ' ~ . ~ ~ I •1 1 I CONTROL MAT / 1 ' ` p'r 1 1 1 I 11
•.I ~ , r..r. . :rlRd , ~ Mv, IN 91'IrA~ Iv r / V ~ ~ Mv, OUT $2 ` ' I •1 ~ 1 1. I 1 1 1 1'~ + 1 CANOPI' TREE , ~ y . ~ I 1 1•~) 1. I I I I I' I I O
1 ~ ~ 4" PV'C BAN, SEWER . r x , , / I 1 I I 1
~ 1 9 ~ SERVICE .2~ 8 ~~r iI I r/ t 1 1 1 1 ~I 11 1 ~ if 1
x~ + , L . ~•?~Ir • 1 EXIT 19 Lf'Gi 1iCP i t
w ~ . ! ~ ? ~ • ~ ~ ~ + , r ? PRIVATE SEUlER MAM ~ ~ ~ ~ 7 . `r n . ~ -r r 6:Sg s 2b% EXIT ; 1~1 . . ~ ~ ' 1 ~ 1 1 1
:i Pig ~iI 1•a 111 ~ ~ 1 1 q / ' ~ 1 1 1 1 1 1`L
• i I~• oi~ \ 1 1. 11, , •1 1 F L J 1 1 1 ~
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~ ~ ~ 'HOPE ~i" r) i ~ A / / A 1 . 1 1 v ,Ljj I ti~ l 1 1 ^11l
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s NO E , TI ITY ~ . •D -3s+ t R/Y~ / 0 O ~ . ~
L I u TH s • ~ OR SHALL VERIFY WI i • . / • )
ONLY, CONTRACT ar-~,,. I UTILITIES SHOUN ARE FOR REFERENCE V,p~jgOWD UTILITY Llii~ ~ L EXISTPYa I ANA DEPTH a ~ ~ ~ _ _ _ , i ~ I
~y ANIES THE p~ACT LOCATION, S =E, , • / Z ~,w~ ' 1 I SEE TRIAD DRIVE
OLE AT THE GROUND S cMarHOLEB, F FIoLEB, ETw I ITIES ON TFIII /rVr ~ e-'~ s, ALL uTILITY STRUCTURE MAY eE oT~ER ~ ~ L 'F a,~ r .fi T-~ • ~ n. :~4----+•, r i 1 .J••••• li PLAN AND PROFILE
THERE FIELD LOCATED. * :.1910 et~vFACE WERE l ~ oN THE PLC, ~ l '4r ;i+_~...(~fp .....~.-''A'NT ~ I 1 I - OR G0,1 FOR 1.
I YMIGN ARE NOT BHOWt'1 3p, • . _ 8 TE ~ ~ ? •
COMECTIONS TO BUILDNG bEINICE - - 480ip) j1„~ 9. SEE PLIJ'1Bl?~+ DRAWS ~ ~ 49010) , i ~ i
Y. SEE ELECTI~+~ ~1 r ~S BFIOWN FOR CO-ORDMATION ONL 86 j ! : r I11 6 ~ r I I ~ 913
4, ELECTRICAL AND TELEPFIONE L LpCgT10N6, 2 ,.Ci` LK+HTIH<s, TELEPHONE. ~ POUrER ay? ~ PLOWS FOR SITE • v`~ 1 I J .4'1 (OLD LOT LICE}. y ~ 1I J ~ ~
E A ~ ~ .r ITARY OR STORM SELLERO SI'IALL PpOHD ~ / ~1 rIPB~ n
, ALL WATER L~ GROSSMGS OF SAN " . o ~ • ' • s~ 1 ' ~ KIUC LAND CORP. 1. ~
MWIf'LM YERTIGAL SEPARATION OF I6 , t At FROM TFE EUILDIN<a• lp, • 1•'~ • Dl3 5093 PG ZI00 8
OR WORK SHALL TERMINATR ~b~ ? ,SITE UTILITY CONTRACT j4~i ~ i'' W DB 4883 Pf'a rp9 ~ 3 1 ~ DB 5093 PSG
~ ION, BEIIBR TAP T FOR WATER INSPECT 3 ~p1,L ~UpE W HI8 BID THE COS ~ RE6~ 130 LF 4y ~ ~ 4y , c~~ ~ ~ AGL 95-1mie-new-~ FINELINE Gdd
1, CONTRACTOR TION FEES, WATER METER CAPAWIY SEURR MSPEG PYC PIPE FEES, WATER AND lN~ REQUIRED) ~ ~ zoNED - L1 C~RAP~IIG SCALE DrdWn ~ PVC PIPE 'r8 ~ ~ ~ luN EvELOPED) • obx MK Qllp~ ~ ~ D w mo ~k ppy~'~ A. VIII
TS, AND BOND~+ w Ob1i MN, CON~GTICN COS , (t0 DAYL N ~ 1i lt0 DAYL ~
, ^.n* ~ ever I e~R4LLY FROM EXIBTII~s OR_ '~0 1 Iwh u., ~a-m3m
E SEPARATION -INSTALL U4TER MAIND AI 6=~1 RE A ID- ~ wv
FOOT LA SEWERS, UNLESS CONDITIONS PREVENT A -F- ~Sµ4ARLLATIONDEL UA$WEN A EG I IS NOT PROVIDED, THE WATER MAN LOIgiETENTION AREA N ~ I inch b0 ft. (DID bF) on JET. /:ZZ > t C1.2
F001 LATERAL BEPA ABATE TRENCH OR It I N THE SAME TRENCH A$ THE SEWER ON A DOW-'W OF f IN FEET ) •
UNpISTURSNP E+ED EARTH UITH A MINIMUM VERTICAL SEPARATION Of 0 W-+66 FROM 'TFE: TOP a THE MMIt TO THE 50lu-i OF Two WATER MAN,
S, UTILITY OUJIS:RS ON TM 817E ARE AS FOLLOWS 65WER AND WATER - CITY OF fw . OELL 6=14, NATURAL GAO
ELECTRICAL . DUKE POWER TELEPHOP! REENSDORO,
PWMONT NATURAL GAS.
I
i

GERM s
2' MM, FLOW 1'' lMM,) 'L' 6' MW, -
4TEEL FENCE F'O4T / ' NOTES LIVER lO REQ'D,) NGDOT
/ ~ I, Q2 ANt? QI® BASED ON 19. 6b IWF~ CLA68 'B' STONE ON I?• bb Il0¦ 1.? W/NR i' THIGICNCDO •
HOG WRED TD F+04T (OPTIONAL) I I I ~ eTRESeES FoR ~ Ib1 eroNE I~ ~I
MM. WDTH ~Ci ~ ~ 2, PEI~"I 88 DLE RFEAR STRESSES FC COMPACTED EXCELSIOR IbD P8F FILTER FAE+RIC / 801E P'OF ,H,
• ~ EXt.EL410R CURLER II 2m PSF EXCELSIOR CURLER III 23 PSF .Ex II PeF ? .EX III ?3 POP 'd' MIS •
/ h O ~ p' Nc~rH AMERIG,4N GREEN P-!Oa J GREEN P-300P 60 P8F CU FT/AC ? 0~j I
4TOrE - ~ . b. ~ {J 0 FILL SLOPE ~ ~ Q . ~ Q ? I
/ OAINAG SWA SC 0. ~ DP E LE DRAINAGE SWALE - ~ a SWALE SCHEDULE o
~ . ~ ' '0 ~ R
GRADE ,C,~~ei 4wa.~ CONDITION LMER 6 ~ l LMER 'H' 'D' b' OLOPS MAX, FLOW MAX, FLOW VELOCIII' MANNMGe bf•EAR
WRE AND FABRIC TO DE r ti DEPTI4 fGFe) (FF'0) n FORCE fF'ON ?x 0
"MIN, ~ ~ . ~ TEMPORARY EXCELRIa 1RENCFED 6 0 Y EXCELOIOR 3 I' I' 1' 0A71b 0bl' 4.11 1,16 0A739 0b1 r GIRA86 3 I' I' 1' 0,01b 0b6' 6b1 ?,90 0091
MTO GROUND AND BAGC- i' M I PERMANENT GRA84 FILLED WTFI 4f01~,
! i' TYPICAL 1 TEMPORARY EXCEL81a Y EXCELOIOR 3 I' I' 1' 006 0b0' 3,90 1,4b 00b6 I,01 r 4RA68 9 I' I' 1' 0,0b 0,46' 4I4 430 0/09? FILTER
SECTION GEO-TER ~ PE~~ GRA68 NOTES Lit I FABRIC
. r' I,oNea, TRIarGLE 4nP ~ eTONE 41IE - uRE 2" to couReE aaaRwan, TEMPOR,4RY DIVERSION I ! TEMPORARY axCELR a P00T METAL D KE 3 PERI'1ANENT 4RA60 Y EXCELbIgt 9 I' I' 1' 0A716 0b6' 1,90 130 0066 0bl A R C H I T E C T U R E r GRA60 3 1' r o01b o~14' ?31 o0s? cRO06 eECrION
USE GIENFBD OTON6
WRE MM, WDTH HoGWRE, - DETAIL C/C2.~ ME WIRE 2. LENGTH AO EFFECTh1E,131JT NOT LE84 THAN IOB FEET. 4 TEMPORARY EXCELRIa 10 GAUGE L l) NCEE4, ~ PERMANENT GRASS Y EXCEL610R 3 I' I' 1' 0143 0.4?' Ib0 lb8 0x066 0,19 E N G I N E E R I N G r GRAeb 9 I' I' 1' 0lD9 033' 100 1,06 0x109?
F PROPER lDY AM0001 OR EQUAL 3, THICq+lE84 -NOT LESb TFIAN EIGFIT i NO SCALE PLANNING ,
4, WDTH • NOT LER4 TWW FULL 1MDTH OF ALL POMT4 OR 26', OTONE ~ WARNED STONE, TO dE PLACED DETAIL D 8 ~ ~ OVERFILL 6" DETAIL D/~1.4 E~ ~ INTERIOR DEIGN
i' DEEP. 6, Wt48HMG - WFIEN NECESf~r'RY, WHEELS 6KAl.L DE CLEANED PLACE RIP-RAP AROUND L OETTLED 4 FOR SETTLEMENT ~ TOP 4' WEIR MItL
TO OE 10' APART. TO REMOVE SEDghENT PRIOR t0 ENTRANCE ONTO F'IJDLIC PIPE A4 DIRECTED 6Y ~ BCAI OPAGING PLACEMENT OF POSTS U81NG HOGWRE , RIGFIT ~ W4Y. WFEN ~ b REQUIRED, IT 4KALL BE THE ENGMEER 4807-C Koger Boulevard
PLACEMENT OF F'08T8 WTHOUT FIO~~IINRIS TO BE i APART, STAB~iLi?fD W1H CRUBEED RTA~E WHICH DONE CN AN AREA SEE SCHEi,>, Greensboro, NC 27407
I T ~ NCE DRAMS MO AN APPRIO'v!!aD 4EDM'ENT TRAP at SEDIMENT S L E ~I~ DA81N, ALL BEDIh~R 4Nt,~L OE PlIEvENTED FROM - - Telephone [phone] Fax [phone]
` ~ Ib ANY STORM ORAMDITCH, ~R WATERCOINQSE THROUGH USE 0 www,triud-designgroup,com
G:O~G. aF 8AND6AG4~GRAVELAGAI~O, oR OTFER APPROVED A ~
METHOD4, ~ P 3 ~ DETAIL A/C1.4 b, MAMTENANCE -THE ENT'WiCE 4Ka.L eE MAMTAINED IN A A ~ EMERGENCY eY-PASS
NO eGALE CONDITION WHICH WILL POF`EvR~IT TItAGCNG OR FLOUTING OF E ~ 6" p~-OW g~Ep PROFESSIONAL OF RECORD: 0 0 TOP OF DAM L. ALLAN HILL, P,E.
SEDIMENT ONTO PUDLIC IIIfiNT4 Or WAY. THIS MAY REQUIR;r PERIODIC TOP DRE46NG WITH ADDITIONAL STONE A6 GONDTTIONS
DEMAND ANp REPAMt AR'~~+OR CLEANOUT OF ANY MEAS~NQEB 1A SIDE SLOPE tlpullh, i4 ~ MAX, /Q,~
USED t0 TRAP 4EDMENT, ALL SED!'BiT BPILLEDAROPPED, SEE SCHEDULE FOR A w ~ ~H CARp 0 / ~.~ttL~~......~
WARNED, OR TR~4G~D ONTO P6CLIC RK~FRB OF WAY MUST DE ~ UkL 81ZE ~ VI 81DE eL B S / ' \ / MAJC
PLACE RJPRAP UP REMOLD ~D~fELY' 2/l SLOPE 41DE4 OF DITCH ? NATURAL ~ 4
~ GRAVEL CONSTR~JGTION ENTRANCE GROUND •
L MAX, , TOP OF - /4, V~,' WIRE MESH MAX, 4' FILTER 3' MM, ~ ~ : FAdEIC ~ '.F 9-?
I G~~S. 36 ~ R FILTER FABRIC NDTE ~ ~.01 N E~'' ~ - SEDIhENT CONTROL eTONE BNALL BTOPE OECTi4Al ~~~i'9
NGDOT TYPE 2 DETAIL. B/C?.4 ® E?E No, 6 OR No. 61 ~ ALAN ~
TYPE I PIPE OUTLET EROSION CONTROL DEVICE M t I'lllllllllll', -WIRE MESH eHALL DE H,4RUWARE
Nit bc~I.E lS ,4 ~ PRE DER ' ~ CLOTH ?3 GAUGE MIN. AND eHAU. TEMPORARY SE ~IMENT TRAP (10 YR. STORM) JUNE 18, 2004 I "
GRADE it HAVE U4 MESH OPENI~Cie, TROP DRM1At'sE DIeTUliE32:+ OED, STORAGE OED. OTORAGE OtMiFACE AREA 6URFACE AREA OED, BOTTOM TOP 801T,
DITCH ELOPE - tOP OF MESH SHALL DE A MMIMUM AREA AREA REQ'D, fCF) PIiOYIDEp fOF) REQ'D, (6F) PROVIDED lOF) DEF'TN DM lEICL) OIM l9aL) ELEY,
PIPE OUTLET CONTROL DEVICE SCHEDULE I' SEDNhENT a ONE FOOT BELOW THE eHOULDER (001 x G10) f001 x Qlp) OIR ANY DFVEReION POINT,
IW~ m~ .T. F LwERED 2, M4~ STRUCTURE TYPE L d max, d 50 d Q Y W4~:R . eTONE I 7,1 AC. AC, 3960 CF 6000 G>< 3916 8F 4040 8F 3?k80' 44'x9?' 9020
/r VARIES STR ?14 l42") 1 24,5' 21' >Z" B" 5" Ib" 1,59 ~ , VARIES . OTEEL POeT eHALL E3E 6 FT, IN ? 3.6 AC, 3.6 AC, 6400 CF 016? CF 6300 EF 6337 8F 31kIG' 43kD4' 9100 TTP, NEIGHT,.ANp EIE INe1ALLED ib' DEEP 3 1,60 AC, LO AC, 1100 CF INO Q 1417 OF 1486 bF b'x43' 115cb6' 9040
ELEVATION MINy AND dE OF THE 6Et,F-FASTENER 4 0,9 AC, 0,9 AC, 1610 CF 161b CF 1376 8F 1316 6F ?b' IOk30' ?bkb3' 0100
8TR'19 fl8") 1 Isa3' 9' 12" 8" 5" 18" 834 tpa SECTIC~J A- TOP OF BANK 9E1'OND S SECTION A-A TYPE, 6 0b AG Ob AG 90 GF 900 Cf 136 8F 016 !F 9' ~k16' 74k34' 911b
I' MIN, TOP OF STR X34 l18"1 1 10,5' 9' 11" 8" 5" 18" 8bm ~a - WOOD FOOT bHALL OE 6 FT. IN
uEIR EL.,19m MULTI -DIRECTION 'IREGTIONAL 1=LOUJ HEIGHT, AND eE INeTALLED Ib' DEEP C MN. AND EIE 3' N DIAMTER
DETAIL G/C2.4 Q
~ No ecaLE R~,~CK INLET SEDIMI :T SEDIMENT TRAP - POeT 6PACI~Kr eHALL OE A MAxlt~n OP 4' D,G,
WASHED STONE I DETAIL H/~ SEDIMENT TRAP 41L N/C2.4 ~ ~
IOLANp OVER
FLOW DOT No 4cALE 0 GLASO 4TONE No ecALE DETAIL ~/G2,4 ISLET ~ p 4' M ~ ' rK ~ t O ~
EL,118m No ecALE DNER610N I di y.
30' S' ~ _ DKE 9 ~ ~ 6 ~ a V
M I ~ (ACRES) t~Lt" ~R,4grb HOLD-DOIW = -
r--~ O s eTAKEe _ _ ~ - _ ~C
I' MM, 4' MM. I - - _ '4 R4
RECTION ~ ~ ~ ~ 1 a• C . ~C
Sd _ r. -r tb 3
ROCK CHECK DAM T soD - _ _ _ _ a ONE LEVEL , - - - - - ~ ~ C
4PREADER ii I ~ - - - DETAIL F/C2.4 - ; - - - 1TT- 10 4 O
---1~ No 4cALE ~ _1 I. w l I I i ' - - -1T1 ISLET o i- ' ~ A o
" ~ q • Fa:,bTIC fq
i LEVEL LIP coRRPeArED ~
OF SPREADER 'O C rDER MPE ~
TNJALL EL. 918 CLASS A TEMPORARY SLOPE DRAI C N C
RIP•RAP DETAIL L/C2.4 C~
T/I:EIR EL, gam 3/4" CW>~ER C FER 1"/ ORIFACE eTAEiILgfD NO ecALE `
CON4TR n. O
0
T/WALL EL. 918,m
! LEVEL SPREADER ~ , 11/x" eLR oR~acE HOLE - 4
h I EL, 91®ZS ~ ' to
DETAIL K/c~.~ ~ ~ E,4, FACE VERT, C RT, 0 E VE ~ ,
NO SCALE T/SPILLWAY EL. 915 ' 4 ~ WET DETENTION POND OPERATION /MAINTENANCE LEVEL bEGTaN
CLABR I ~ , . 6.TEEL FLANGED ' ~D ' ~ • , ~ A, THE FOLLduIJfs TA6K0 011ALL of PERFORMED AFTER EvERr Rbl-qf F'IiODUONG
RIPRAP x4118" EA, FADE IdORIZ. , ~ tIQASH RACK u RAMALL EVENT, OR MONTHLY AO A MNN11art I/8 MM, aTEEL
, FILTER FABRIC ' ~ ° TRA T N CK ~ REMOVE DEOR10 FROM TRAIN RACK RAS RA
a ` 3"0 ORIFACE HOL CFEGCK.LEAR oeeTRUCTaNe FRIOM oRf~cE oun.ET, A 6-IS-04 GEN. REV,
A I RETAINING W LL UJE R ~o ~ 3, CNECX POND OIDE OLOPEO AND DAM EMa4NCl'~R, REMOVE TRAOH AND REPAIR
Q. - _ - - - Q NORMAL POOL ERODED AREAO, Nk DAtO DmacrlptlOn
DETAIL J/C1,~ ~ ~ ' 9~m 1x4 KEY EL, 910,15 4, u~1Eac eEDrENT LEVELO eENHD eAl•FLES, REMOVE OEDI"~lT u?mr1 DEP'fN REAGNE6 3/4 BAFFLE NEIGtlr, Rf V IOIOn!
No 1cALE • WATERSTOP ;R13TOP 0. TFE FOLLOUNNG TAOKO OWtLL OE PERFgE°ED EVERY TFMEE MONTNO.
I~IPRAP PA_D EL. 9101s7 IMIN,I I, OR CT OTOR'Ql4TER COLLEC1iON 6Y6T9~1 !PIPING, OTRJCTLIiE6, OY641.E0)
EL. 912.ID ' ' ' 0 0 rSllZ" O,C, 6YA PROPER OPERA11A1 Rts"ID?R TRA11~, IEp1'lNTe ~ pEMTR11GTIp~11 FROM " O,G, 3
~..'am , FOREdAY SEE PLAN EL. 9~ ~ " ~ 1 CT RIF'RAP ENERGY DNIrATORO FOR EROOION AND UNDERGRTMIG,
MBTALL AFTER ALL AREAR 902m R AO I~fiJMEID
PTO POND ARE 4TA8U.1=ED ~ u I T/FTG y T~FTG. REPAIR ERODED AREAb AND REOEED OARS 6POT16 TFNIOIiGNOUT, TO REDUCE
• ~ . ~ EL, 9~ EL. 908.0 eEDrENr GENERATIQL
FLOOOUrATdt 4TAGE RIPRAP PAD ~ , BEEDE1.Jl'G2Z ~ ~ , . Q 4, N6PECT ~ OUTLET DEVICEe AND CHMt~EL DOWreTREAM Of DAM REPAIR ¦ OR DAMAGE TO CHANNEL LING.
TEI'R II,Q STORAGE ~ ?'-0" LAP i S. cHEUC oaureTREaM DAM FACE FoR EVIDENCE of OEEPAGIE oR ovERTOPPNG, W
- ?x4 KEY
- - - - - 2 PERM, W~, 6TORAGE ~ . 'f I . ~ i G, TI! I'OLLOllllrri TAOK6 OHALL DE PEN'ORPED EVERY OIX MONTNO, Z 0
- - B' ~ ' - ~ L N6PEC1 MEItlOR Q OUTLET OTRUC11111E, REMOVE ACCUMULATED 6ED1'ENTO Q ' ' ' ' OR OO4IRJGTIONI: Z
- - - PERML SED"'ENT STORAGE -.I 1'-0" 1'-~"fl-~II 7, CHECK POND DEPTH Al vARI0U6 LOCATIONO, REMOVE ~4000MULATED OED1'~1T0
u 1 y IF DEPfN IO LE00 THAN 3l4 Q . ? ~ OP[CIFIED.
I' TFK NCDOT NGDOT " 3, CLEAR TREED AND OAPLIIGO FRCM OAM 8'EIANKMprT, ~
~614TONE GLA44 a OTA~E $'-m" D, GENERAL 0
GONG. WEIR W LLWTERbTOP Z ~ I, MOW FOHD BIDED REGULARLY TO MAINTAN MAXMJ'I GRA00 HEK~NT of 6", W
WET DETENTION POND / SED~~IENT BASIN 'A' DET,41L K G~.~ 1 REMOVE TAT Q vfGE ION WdICN GROUIb WITHN FOIE, EXCEPT uETLAND GRAeeEe V 0
DETAIL M/C~.4 ND 4GAl.E ALONG PERnETER
No SCAN PLAN ~ U1ALL s, MONITOR POND DRalrDOUN TIME, IF DRau~Daw EXCEEDO TADULATED TIhE, REMOVE 00011ilIGTION6 FROM 111eER ORIFICE.
SEDIMENT BASIN CALCULAtfONB CONSTRUCTION JT. 4, IIePECt EMEIOG~cY
I TURDED SED. STORAGE SED. STORAGE BEDN"@!T TOE MAX BE,D. DESIGN DEWATER HEIR E5.~1RM pR4MAGE D S TEMPORARY SEDIMENT BASM 'A' SHALL DE COMPLETELY CLEANED OF S;~Ih1ENT bPILLUWY. REPAIR ERODED AREAO AND REMOVE OD0IRJCTION6.
Nc, AREA AREA REQUIRED PROVIDED DEPTH Da'1l~I610N DEPTH oUTLEt FLOW lQ2) TIME LENGTH AND UPGRADED TO FUNCTION A8 I°ERMAI~IT DETENTION POND AFTER ALL PEIE'1ANEtdT DETAIL N/C2,3 ~~~"""1~1 ' ~ , ENGINEER S CERTIFICATION OF POND AND DAM SAFETY N AR~r
CF Ir' WA i' !Y ORPACE iR,4 CF8 2-4 DAYS 8' ER0810N METt•IODB ARE ESTABLISHED A4 MDICATED ON FMAL 81TEUIOIQK A 29,12 AC, 14m AC, 25A~ CF 89,5N PACKAGE DRAWNGS, NO SCALE ~ ~ E S S I, L. Allan µl1 PJ:. aredy tNt tht ~torlwltw pons M+d dM Il+orn on w~ plan I+tNhp
•pF `t • raqur~nt~ or uy Noru+ cxrolw 61at~ n~ e,r '.N or 1061 fa Alwd•d 1996) DdtQ 4-?9.04 • iMouBh ~ Q ~ ; Z rnd tr+~ Rulr and 1•tar~l x~ plw~ne~d 1+ thr North C~olw Adin~nNtrxtiw Cody T~tw bq,
WET DETENTION POND CALCULATIONS id S~~I. ~a ~ bubohrptu ?K • DM r Ewn n tFr caw r~ t#r cIM IF~aun on trw pn q ebtrn~d Dlduln By FWELINE Cdd
• ~nn? : ? bu NIA IA ly ver~1 Mfw Ur ~Mw.r ,wW r1.~ l.e~....~~....Y_.... ' 1 - ~ - - -
ON 6ITE vrr nib AKa. PERM. WQ POND AREA POND IL'~A TEMP. WA TEMP, WQ PERMANENT SEDIMENT PERMANENT SEDIMENT WA. Wa RELEASE TIME OF 1•i,ue ; ; - ~"~-T• w.. vw w, ILWJTH C'm9n dog -WO, cwtly Owt the pond &nd die rre dm to be "to &nd rdeglwte ror 40 M
I DRAINAGE BUILT-UPON L REQUIRED PROVIDED STORAGE REVD. STORAGE PROVIDED STORAGE REQUIRED STORAGE PROVIDED OUTLET TIME CC'~ITRATIOW I-10 Q-10 . AREA DRAMAGE AREA DRAINAGE AREA STORAGE DEPTH SAIDA - nww"W i q vw GYM111 Will Qb Q-I~ LEN~s .•F~ pro "wn Of Publlo huhh wht* wolbre, old doww om property, I wdw*Umd Owt thw
1.91% 19,136 OF 90A00 w 41,666 CF 141,104 CF 10,163 CF 40,916 CF 3,0'1 4.93 DAYS ID MIDI 68 M/HR S63 GFS 809 • < ,Q . oertdlatan N 4w dmlW enerew "I, not rehwv"oawr or +tor or the pcond and dea JOb No. 04.030 963 CM 8~ kA* 132A3 M XN %ft ? from th low, dorm, am4ptiar, and hrbiht~ or r~ rton ovrw"or stmt 4 , oper fast
43.19 AG, 1Z8i AC, 0.41 AC. 4~6 FT ~tuaa OlW6W"" &nd brl or NO Lwwood
PIPE SHALL BE 14 GAGE HELICAL AUrNr OR EQUIVALENT Fwabo awl "Wow (~;7
C2m4

. , , ~~o ~ , , ~ . ~ ~ . , ~ ~ ~ ~ Triad

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s ~ ~ ~ I I I I ~ ARCHITECTURE
P ENNIAL ~ \ \ ~
PRiNG HEAD \ I .I I I I ENGINEERING
- 926) ~ ~ ~Q~L..~ PPRN ' ~ + I I I PLANNING
I ~ 1 I I I I INTERIOR DESIGN
' I / I ~ 4807-C Koger Boulevord
I I / i I I I I Greensboro, N C 2 7 4 07
~ / ~ ~ I I Telephone [phone]
i Fax [phone]
~ - / 0~, WETLAND AREA. ~ ~ . tEA. / ZQ ~ I I I j O ~ I ~ I www.triod-designgroup.cam
4 LTD ~e J 2 w~ I ~ a ~ o~ I~ I~ ~ ~
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- ~
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~O~E ~ ~ . ~ ~ I I ~ ~s ~s o \ ~ WETL Ali%: ~ % RE% S
2 ZONE ~ ~ ~ ~ ~ I 3 ~~NE ~ v 1 9 p I ~ Mk Date [~erription
9 0, ~ ~ ~ l~l/ETL,~ lV~.~ IMPACTS 9 Revisions
I
7 SO' O 0 Z~NF ) \
~0 3 2 2pNe 3 ~
. /NITS TS ~UT\ Z ~
lp~
~ GRAPHIC SCALE
\ 1 ~ 0 10 SO ~ 130
1 ' W
B'ORETE (~>75 SF ORETENTION AREA #~1 ~v -
>75 SF) SEE DET. /C2.2 c "~T' ~ ,~~h - zo y
WE1I.ANDS I W~ ~ROU
AUG 2 3 2004
WATER ~U+~~n SECTION Dote Aug. 18, 2004
Drawn ~y JFA
L;heCK by Jh A
File No. 04-030
Sheet

us all •
ITIONAL USES COND USES NOTES ~
I, Uese -All those ova permitted w+ th. LI ; no nsW billboard6 Will bs psrmltted. 1, 7pPOGRAPHIC AND GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEYORS, 8644 w ~Ittsd r+ the LI zoning dlatrlct except se•mlttsd, WESt MAFKET STREEL SUITE 100, GREEN680R0 NC 11409, DATED JANUARY 13, 4009, CIDER RD. _ •
p ~ REVISED APRIL 3,1003, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16,1003.
2. No ecceN WIII be provided to Neville R ed to Nsvllls Road, except ror employes ADDITIONAL GEOP'ETRIO DATA FROM 6lNQVEY DY GIZMSKI SURVEYMG 00.,141 GALES AVE., NEVILLE RD. q~I~,T t are WMSTON-SALEM, NC 11103, DATED AUIeUST 1001. ~
parlung, until wch tnne a6 the propertis~ oleo zoned to an LI or •imiler zonwig dl~i tlw propsrtlse to U» saes and Illee RD. miler zoneng deetrect, SITE ~
4, THIS SITE IS LOCATED 1000 FEET FROM ZONE B IAREAB BETWEEN TEE 100 YEAR AND 500 YEAR T I DRIVE
3, Tried Drove WIII be excanded to the prq Por the property. ded to the propxty ae tYa primary aceae FLOOD) PER FIRM, COP7'~~dITY PANEL 3101110085 C, EFFECTIVE DATE NOVEMBER I6,1968,
3, THE PROPERTI' IS LOCATED M THE UPPER RANDLEMAN LAKE Wl4TERSFIED lEAbt AND WESt 1,4
FORK DEEP RJVERXWS N) 0
SITE DATA
LpGATION MAP
G PROPERTY OWNER/DEVELOPER ra eGALl9 E>I.AND ENTERPRISES, LLG A R C H I T E C T U R E
1386 SOUTH PARK DRIVE
KERNERbvILLE, NORTH CAROLMA 11184 E N G I N E E R I N G CONTACT -DAVID SPANGLER 1936) 996-6060
D N L
EXISTING NEW P L A N N I N G 1. Ii~EREA10E8
DD, 4991 P, 390 INTERIOR DESIGN D,d. 3093 P. 1096 U DUILDMG u
u D, B, 3609 P, 1n
Ps, 30 PG. 41 BITUMMOUS PAVING 4807-C Koger Boulevard
P,B. 96 PG, 96 Greensboro, NC 27407 P,B, 96 PG, 90 CONC, SLAB OR PAVING Telephone [phone]
Fax [phone]
3 gpp~88 ----100---- CONTOUR ELEVATION www,triad-desi n rou ,com 99 P 8100 TRIAD DRIVE ~ IB00 SPOT ELEVATION " (~®J
MOOREFEAD TOWNSHIP, GUILFORD COUNTY
NoRtH CAROLMA =8" 8D= STORM DRAM LME -O~SD - PROFESSIONAL OF RECORD:
0 4, TAX MAP DATA ~ STORM DRAM MLET L. ALLAN HILL" P.E.
93-1016-1160-1, -46 p
STORM DRAM MANHOLE ,1,~N~uu~p~/~ I ~N CARp a,
3. ZONMG D STRICT L CD-LI -CONDITIONAL USE LKsHT MDUSTRIAL HEADUJALL OR ENDWte1L ~ . S S / .
!CASE X3135) - - - - SANITARY SEWER LME N S 88
~ ~ • b. EXISTMG USE -UNDEVELOPED - g - SANITARY MANHOLE -~0--'- •
. ~ M~ w~N
wv. P'pp 1, PROP08ED USE -TRUCK SALES AND 8ER'VICE _ - - -o CLEAN OUT ~ Q;:~
• . 1 "Qv. 8. LOT 81ZE = nb1 ACRES -o--- WOOD FENCE ~ '9( N~ ~
1 = 0.00 ACRES (0.00¦1 ~AN EXISTMG BUILT UPON AREA ~~~p~~tN~
TREE PROTECTION / I AREA IN NEWLY DEDICATED RK~HT OF WAY = 4b0 ACRES CRAM LMK FENCE -X- NEWLot 1 = 11m4 AcREe ,,,r.w,,r,,,r~, TREE LME ~ JULY 30, 2004
FENCE,IYP, . , . °'.•+"".r"`•w•r 0 ~ ~W I ~ ~ / ..w PROPOSED BUILT UPON AREA = 8.96 ACRES 145b1~)
8EE DET, L/C2. rwc v ~ ~ , TREE RVATI6N AREA ~ ,i I I I~ ACREAGE M F'I~LIG DRAMAGE WlAYB AND OPEN SPACE = OA AC SILT FENCE -~-"0"-0
d' ~ ~ ~ I~ TOTAL NUMBER OF PROPOSED LOTS = I LINEAR FEE1 IN STREETS = GONC, CURD ~ GUTTER
1 ~i _ eIILIY G M=MON \ DISTURBED AREA = 14~ ACRES (1136)
a Boa ro ai ~ ~ r•xr•iw•~ ~ ~ POND DRAMAGE AREA UNDISTURBED AREA = 3b4 ACRES 118b4%) ----W---- WATER MAM W
F • ' F ~ -T---- TELEPHONE CONDUIT T ~ ~
fir \ / \ / d'- ~ ~ JULY90,?A04 G---- GAS LME G
_ \ CONSERVATION AREA ~ ` • ,~ee~ i TR8 re.oin~ w~ ~ _
15A¦'~ SF ~ ~ , 7C , ?I . ra N ~ewiw u ~ n a ---E---- ELECTRICAL CONDUIT roeoro4i \ Mr oe uw ro ion `
oaiw.o a «w + ~ 7C , c°"=u c•ue6 - ~ ~ u,e~x°ei or0sini ro ~ / 1 ~mN ~ ,.a r•xv-iw•n "are" FIRE HYDRANT Y C ~~.,n eD=^.erotw . ° as tr ier•iw•u C
~ wauww<~~ ~ D4 GATE VALVE \ O
C ~ Feosr IND1eATOR VALVE V
i 1~ e 8 _ 1 PERMANENT C f T VEHICLE BARRIER
r \ ,i' ` , . PRGP,OSEO . THRUST DLOCK Q ~ i o ` O
l' \ • / ~VIW ~ ~ - a PIPE BOLLARD ~ ` , , TREE CONSERVATION AREA C O
~ R .r 16411 IF / t< ~ ~401d00 SF "p No ~ LKaHt POLE ~ ~
Tr'. FIA6T FlAOR' / .1.. ~
\ 1 ' ~ ^ ~ , a ~ ~ TELEPHONE OR UTILITY POLE `'Q+ L ~ C .I O 'w
~ ~ + ~ / ~ vA i, ~ TREE TECTION _ V °C . ~ , I ~ - - - PROPERTY /ROW LME k" \ 1 yp V. 21 ~ 7! 1 ~ 1f1 Itlri
. ~1\~ ~ \ 1 . I__.1..... SEE DE11 ~./~~.1 $ASB'ENT LME
a 1 roa ~ ^ • r i J • - • • • - SOIL CLA881FIC,4TION
I ` ~ ,
\ • ~ ~ ~ ` QQ N90N PM OR PROPERTY CORNER u.. 1 ~ I i,..• C
~ ~ ~ ~ ~ , \ ¦ BTOPE MARKER GR PROPERTI' CORNER
~ V ~ ,i~ \ ~ O O ' ~ • . pUILOMG SETBACK LME
1 y ~ 1 w~°.~~,' ® coNC.81DEW141.K
. ~0 ~ I•.. ro~ror C \ ~
~ r ~ . s a ~ ~ a~ I I
~ r< ~ , ± ~ ~ PRAP
~ • i~ . ~ TIDE F . , •C C7 T1ZkE T~ctION { Roue CHECK DAM
i ' y1YM. / J .y / I
~ r.~„~ T 1 D , L/01,1 ~ TEh1PORARY DIVERSION DIKE \ ~ .I ~ O
f ~ . , ~ ~ ''1 ~ ER0810N COINTROL MAT / d
~ ~ / r~~ J ~ \ .1 ( oFF SITE 7 ~ i ~ ~ ~ \ t.AiNOPY 11R:E
~ 1 ' \ ~ DRAMAGE ~ ~
' 1 ~ 1 .L- ~ = w~_ _ 0 POND 90' STREAM BUFFER - ~ • . _ . 4,1 ACRES \ iw"
60' SCREAM BUFFER _,r,w _ ~ \ ,
_ r''~ - _ _ ,",N ~ ~ u","~a„ ' 100 STREAM DUFFER
~ f ~ . ~f 1. --~`-•=1.00 ~~.L
~ a L ~ ~ , C 1-30-04 CITY COhB'1ENT3
,'1 i Kwc vro oaa. ~A ' oa eeu rrc,re i
oe uu ro nee oe eeu ro ~~eo `rte » p';~ ~ I ~ _ RVATION AREAS B 1-13-04 CI?YCOMMENTs oeeeuro~~eo QU I RE D TREE PRESS _ RE
X41 1 r ~ xa r-iar•~..•r U1ATE RS E D q~,, y H NOTES '"R I ~ ~°opo~~ ~x~ro ~ A 6-IS-ID4 CsEN, REV.
l'~CI t~ ~ - r ~nai,w+ TREE CONSI - r ~0oe«:+w w" I, 50' TYPE "A" PLANING YARDS 61,550 8F TREE CONSERVATION AREA "''01'"''" ~~a•w 8' STREET YARD 0 ~ r11e. Date: Dsee:rlpllOn
1, THE PROPERTY OIi~IER IS RESPONSIBLE FOR MAMTAINING THE COMPLETED PEA eov~ In«,1.o~r, ~u h ~ TI AS DIRECTED BY THE GOVERNMENTAL OFFICE HAVIIJG JURISDICTION ~ 11,800 SF
WET DETEN ON POND A D MAINTENANCE PLAN, FOR WATERSHED PROTECTION AND ACCORDING TO THE PPROVE TOTAL 61,550 SF ROV Ib IOnb
2, THE PERMANENT WET DETENTION POND SHALL HAVE FULL DESKaN VOLUME AVAILABLE pRAINAGE AREA PRIDR TO ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY FOR THE 81TE AND/OR PRIOR TO BIO-DETENTION < Q,AINAGE AREA t0 - Et TIONAREA NATION AREAS o D ~ P ED TREE PRESER PRO OS
ANY PLAT RECORDATION FOR 1HE SITE. THIS MAY REQUIRE THE CI.EANOUT AND DISPOSAL.
OF SEDIMENT FROM TIC FOND. 1, WEST AREA 15~ ~
3, THE CONTRACTOR SHALL SCHEDULE A pRECONSTRUC110N MEETNG WITH THE CITY OF 1. NORTH AREA 10,000 SF ~ Z 3, STREAM BI,FFER 11,800 ~
GREENSBORO WATERSHED ENGINEER WHEN THE PERMANENT WET DETENTION POND HAS 4, NORTHIUEST AREA 11,500 8F
pEpy GLEAREp AND THE FOND HAS BEEN FIELD STAKED. ~Q
4. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATER8I~D PROTECTION AND THEIR TOTAL 64,800 SF a W
ASSIGNS HAVE THE RIGHT OF ACCESS TO THE PEI~'1ANENT WET DETENTION POND FOR
MSPECTIONS AND MANTENANCE ErF01lT, I~ .Q
9. FINAL APPROVAL OF INSTALLED R~INOFF CONTROL STRtiICTUREB WILL BE REQUIRED AT y W
FINALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE FINAL BUILDING NATION NOTES = TRCE PRESER
CERTIFICATE OF COMPLIANCE, WHICHEVER COMES LATER IF DITHER A BUILDING PERMIT NOR A GRADNG PERMII IS REQUIRED FORA 81TE, THEN ANY REQUIRED Ie1JNOFF CONTROL J y
STRUCTU~ SHALL BE SUBSTANTIALLY COMPLETED PRIOR 10 MSTALLATION OF ANY BUILT- I, ALL 'TREE PROTECTION DEVICES MUST BE METALLED PRIOR TO LAND DISTURBANCE, J INC.U ING tHE CUTTMG OF ANY TREES, A PENALTY e7F t300 PER DAY FOR FAILURE Y¦ lD
UPON AREA ON THE 81TE. ENGINEERMG CERTIFICATION OF COMPLETION SHALL BE REQUIRED PR90R TO FINAL. APPROVAL BY THE EPFORCEMENT OFFICER AND PRIOR TO THE TO INSTALL APPROVED TREE PROTECTION MEASURES MAY APPLY, W
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,
1. CON"ACC THE URBAN FORESTER AT 313-1150 TO SET UP A PRECON81RUCtION W MEE"'ING PRIOR 10 LAND DISTURBANCE, TREE PROTECTION FENCING SHALL BE
6. WATERSHED DATA IV GWA WATERSHED -UPPER RANDLEMAN LAKE WATERSHED, WS , INST~~ILLED PRIOR TO THE PRECONSTRUCTION MEETING,
RIVER eASM -WEST FORK DEEP RIVER ~~n~N o a$ f 4Q1 a~~l~~ 3, NO G~'iADING IS TO OCCUR M TIE TREE CONSERVATION ALAS OR TIDE CRITICAL
SITE AREA = 19b1 ACRES 8001 ZONES,
AREA M NEWLY DEDICATED RK~HT-OF-WAY = 1b0 ACRES NEW LOT I = 11141 ACRES SEP 13 2004
MAXIMI,M BUA PER STOItl'1UlATER DESKIN = 11,96 ACRES 166m6
PROP08ED BtI1Lt-UPON AREA = 8,96 AGREE 145b1lU,) DISTURBED AREA = 14m ACRES 111360 'eNATE~i t~lfAIITY SECTIUlu
UNDISTURBED AREA = Bbl ACRES 118b4%1 Daf,e 4-Z9-0a
1, SOIL TYPES CsRaPI-TIC SCALE Ordain By FINELINE Gad
Cc8 - CECIL SANDY LOAM, T TO 6 PERCENT SLOPES
CcC - CECIL SANDY LOAM, 6 TO 10 PERCENT SLOPES ioo o eo ioo 2" 4M Check By Q Will
ApS - APPLING SANDY LOAM, T TO 6 PERCENT SLOPES Ch - CHEWACLA SANDY LOAM Job No. 04.030
8, UTILITIES - PUBLIC WATER AND SEWER (CITY OF GREENSBORO) IN FEET Sheet )
I mch = kd0 ft,
Ci 00

CONING DATA
CONDITIONAL U SES . USES
ITEM REGaLIIRED ACTUAL NOTES
I. Uesy -All those aces parmutsd ~ the L MIN, LOT SIZE 10,000 ©F 854b41 SF no new bdlbo r US 421 rmuttd the LI za+~ng duuict txctpt 1. TOPOGRAPHIC AND GEOMETRIC DATA FROM SURVEY BY REGI
a de wdl bt permitted, MM, LOT WIDTH 100 FT ~ ittsd. ONAL LANp SURVEYORS, 8641 ~ WEST MARKET STREET, SUITE 100, GREEN880RO NC 11 409, DATED JANUARY 13 1
MIN, STREET FRONTAGE 15 FT 1, No ecceee will MIN, SETBACKS be provided to Neville REVISED APRIL 3,1003, AND ADDITIONAL T I ~ 003, o OPOGRAPH C SURVEY DATED APRIL 16,1003, w ~dtd to Ntvitlt Road, txcept for smpitytt ADDITIONAL GEOMETRIC DATA FROM SURVEY BY GIZINSKI SURYEYMG
FRONT !SOUTH) 15/50 FT 90 FT parlung, until each time ae the propertia se the properties to the teat and West art WIN810N- COv 111 CALEB AVEv CIDER RD. SALEM, NC 11103, DATED AUGUSt 2001.
oleo toned to an LI or eimder sorong di REAR INORTN) 15/50 FT 181b8 FT sunder ionmg dutrict, lr
SIDE !EAST) 15 FT 100 FT 3. Tnad Dnvs will SIDE (WEST) 15 FT 103,13 FT be extended to the pr. 1. THIS SITE IS LOCATED 10210 FEET FROM ZONE B (AREAS BETWEEN THE 100 YEAR AND 500 NEvILLE RD. q~~T Y- wdtd to the proptrty as the primary accts FLOOD) PER F,I,RM. COMMUNITY PANEL 3101110085 C EFFECTI YEAR RD. ~ •
MAX, BLDG. HGT, 50 FT 18 FT ror the ~"O~''y, VE DATE NOVEMBER 18,1988. IT Q SE ~
MAX, BLDG, COVERAGE 60f~ 8,13x PARKING BPACE$ 3. THE PROPERTY 18 LOCATED M THE UPPER RANDLEMAN LAKE LLWTERBHED (EAST AND WEST TAD DRIVE FORK DEEP RIVERXWS Iv)
5 + I/10~00 SF DISPLAY AREA
l5 +56,500/10,000 SF) II SITE DATA
1/3 EMPI.OYEEB ON LARGEST SHIFT 1100 " 1/3) 61
I PER SERVICE VEHICLE 10 119 8' STREET YARD, I, PROPERTY OWNER/DEYELOPER
TorAL as 5 - - NEY/,~~ HANp10,4P SPACES s ~ /E'O,4 SEE DET, A/C2.1 BLAND ENTERPRISES, LLC ATI t'1A 1386 SOU1H PARK DRIVE LOC ON P
D© L O KERNERSVILLE, NORTH CAROLINA 11184 N° SCALE
6' LONG, 8R 1913 STRIP b@' PUBLI _ CONTACT -DAVID SPANGLER, f336) 996-6060
C~ 'UREIC ` E RNI 2. REFERENCES EXISTING NEW A R C H I T E C T U R E
I ~ 'P~ D8.4991 P. 590 D9.5093 P, 1096 E N G I N E E R I N
L ~ ~ ~ 85. 4'55~~E ~ ~ D, B. 5609 P. 119 u BUILDMG L,..~ G
I81. ~ r ~ I ~ ~ I P.B. 50 PG, 41 PLANNING
Pb. 96 FT's. 95 BITUMINOUS PAYNG
~5~1~" I81,40' P9.96 PG. 90 ~ CONC. SLAB OR PAYING INTER I OR DESIGN
I i PLEZ AVERY TRQNSOU I ~ ~ 3. ADDRE88 - - - - - - - CONTOUR ELEYATICN -{100)--
DB 1043 PG 92 • • . 8100 TRIAD DRIVE 4807-C Koger Boulevard L MOOREI~AD TOUNSHIP, GIIILFORp COUNTY ~ 1000 SPOT ELEVATION ~ ( 1 Gree
AG 95-1 1 -11,0-10 1 ' 19 ' " L ' L 0 8 ~ 5 BLDG, SET ~ 14' ~ - i • ~ . . ZONED - AG -----~.gACK 12 l ~ H.p, pyMi: ® 4 ; r O~i'E 100.0 nsboro, NC 27407 H.D, pyj~ GREENSBORO, NORTH CAROLINA ' =8" ST " _ Telephone [phone]
l LUC 1I ~ Pq b i RC?NG ONLY KING q,~Y - ORM DRAM LINE 8 SD Fax 3 - )12 ?4~ ~ 4. TAX MAP DATA 36 218-8010
I ~ ..P1!hlT,.. R , ~??r'.. R ~ STORM ~ www.trlad-desi n r L 95-1018-1160-1, -46 DRAM INLET g g oup,com
m ~ , 11 0 STORM DRAM MANHOLE
.~S85'5?' iA ~ 14' 15' ~ Q' • 1' L. , 00~E .40.19 ~ n Q g' u; a 0 1 7' H~, _ . 1 b. ZONMG DISTRICT a,p, CD-LI -CONDITIONAL USE LIGHT INDUS I PR F
R H,p, n ~ i ~ 9' . *S' PVM1. I L .....T, ~ i ~ PVl'11. 'A TR AL HEADUI4LL oR ENDU14l.L O ESSI ONAL OF RECORD: _ Q. ; (CASE x3135) L. ALLAN
HILL, P,E, aD. P1~hIT ,p - -88- - SANITARY SEWER LME 88
BILLY G. HINSON ~ I L , 6, EXISTING USE -UNDEVELOPED ~~N~~arr?,, i0 -'-Q- - SANITARY MANHOLE CA~,, ~~b
^ DB 2046 PCs 631 w ~ _ _ _ ~,.,~10,,,_~~ I 14 ACL 95-1018-1160-19 m x_ a 40' TY ' ' ~N....: W ~ PEA 1. PROP08ED USE TRUCK SALES AND SERVICE _ ~7 •
~ 3 ZONED - AG ~ I ~ I ~-?x i v LANDSCAPE YA - - -0 CLEAN OUT • S I --r N RD, CO CO ~ 0 , 3 SEE DET. A/C2.1 8, LOt SIZE = 1981 ACRES _o_, ~ ~ ;
~ 0 ~ ILUG II 9 I I k t .n 50 TYPE A z n i EXISTING BUILT UPON AREA = 0.010 ACRES l0.00%) UlDOD
€ - LANDSCAPE YARD, ~ ~ , ~ 40 TYPE A T1'P,10 AREA M NEWLY DEDICATED RIGHT OF ;--A-FRAME FOR ~w ULQY = 180 ACRES CRAM LMK FENCE X ~
~ SEE DEr. A/C1J I LANDSCAPE YARD, ,n UNDECKING LOT i = 11.01 ACRES PROP08ED BUILT UPON AREA = 8.96 ACRES (4581%) TREE Lp~ •.,ti0
SEE DET, A/C2,1 ~ ~ Iu v ~ REAGE IN PUBLIC DRAINAGE WAYS AND OPEN SPACE = OA ACRES V
N 4 PERSONNEL 15 BLDG, SETB,gCK 1 1JIVEL TOTAL NUMBER OF PROPOSED LOTS = I SILT FENCE -~--a---o ~iq~ ~I~ ss ? !5 CqN
80' TYPE 'A' b' OPAQUE 1 GATE LANDSCAPE YARD, ~ FENCE PIP ' SETBACK LINEAR FEET IN STREETS = ~i~~~~u~~~~ CONC, CURB 1 GUTTER
SEE DET, A/C1,1 m C ~ 8C ITV LI~ITB lour) PIPE ~ JOSEPH I SMITH DISTU D AREA = 14,0 ACRES (1136%) PB 50 PG 41 UNDI D AREA = 581 ACRES (1884%) ~ JULY 30, 2004
S84'24,50'~E c~v h rn ~L~' DB 4182 PG 1993 ----W---- MAM W 6' OPAQUE ACL 95-1018-1160-44 HAZEL C. TUGCsLE
25~g~ FED ZONED - ACs PB 50 FCs 41 ----T---- TELEPHONE CONDUIT T
LOT LINE) ~ (LUC it DB 3330 PG 1089 ACL 95-1018-1160-22 G---- GAS LINE G
~ _ 40' TYPE 'A' ZONED - AG LANDSCAPE YARD, ~ (LUC U ----E----
r ~3~ , , h m 9 ~ ELECTRICAL CONDUIT E SEE DET, A/C2.1
~ # ,SETBACK \ ~ ~ ~ FIRE HYDRANT Y 50' TYPE 'A' w
w ~ ~0, 9' TOLD Lc (OLD LOT LINE) 584'09'3 LANDSCA,PE YARD; D4 GATE YALYE N
e ~ 3 ~ ~ A .e 3,g. ~ ~ . 181,42' 8EE D T. A/ -,~C~ITT' LIMITS (pUT) E C1.1 in n P08T INDICATOR YALYE
~ In I6 ~ ? , ~ I I~ 181.5 ri
4 ~ 1 CONC, DUMPBTER PAD 1 ~ ~ THRUST BLOCK Q
z ~ ~ s3 0 3)11 x1?? Tl'P. SEE DET. /C1,1 PROPOSED 6' CHA I M L I ~ - ° PIPE 80LLARD o 6' CRAM LINK FENCE, "
8L DI S BUILD SEE DET, /G SEE DET. /C2.1 ~ LKsHT POLE
ING h l TO BE H.D. PVI'1T, h ~ ~C
SCREENED) Z " STORIES 8 , PVMT. • n ~+t TELEPHONE OR UTILITY POLE ''0~
h~' ~ 46 888 F ' s, , S ~ . PVMT. L 0 3 > . - - - - . - - PROPERTY /ROW LINE J ~ I~ O
~ ~3 e ~ J0, a ~ 6 , FIRST FLOOR ~ ~ E I ~ / ~ ABEMENT L NE ~ ~
~ 0 y 4 xi ~ ` r ~ ~ SOIL
Ha, PVIhT, " FFE 921.0 H,r,, F'YM1 ~ LoaDMG H,,, PVMT. ~ CLASSIFICATION Q
? ~ S STREEt YARD, DOCK ? ~ SEE DET, A/C1.1 ~ Q IRON PM OR PROPERTY CORNER Bg, ~
~ h~ Q GoNC, . ~ ?Q STONE MARKER OR PROPERTY ~ ~ O CONC, PVMT. 1q, 11 ~ GOI~JER _w~
~ SCREEN u~ALL/ a , ~ 1 , I ~ \i q ~ BU LDMG SETBACK LME L
a ~ RAMP W,4Ll., " H,D, PVMT, 6 SEE ARCH. DWGB. 4 14 ~ CONC. SIDEUI4LK C Q
~ ~ CONC. APRONS ? ,
~ ICOG STD, 501) 4 iy 1 CONG, PVMT, ti ~ 4• a ?4' „ 0 13 ?4~ DETENTION ~ 8Ub4LE
~ . ~ CANOPY p. ~ ABOVE ~ O O POND I RIPRAP
~r 1' ~0~ ~ AI ED 6' ~ 4 PER80MIEL GATE ~ 0 ~ ~ ,OVER AND R PCOL pONp D1~UE y
~!~*p ? " WG SIGN K ltV WG ACGE88ABLE ~ SLIDING. x 0 ~ ~ AL ~S , GATE ~ EL. 910?b T ROCK CHECK DAM ~S S 5' AROIND ~ Ci . ' ' ~t i 1 TION POND
? ~ ? 3 RDWARE ~ ~ e I TEMPORARY DIVERSION DIKE I ~ ~
\ 1 R RAMP ~ 14 a3t. / I ER0810N CONTROL MAT ~ !~w
~t ~p E DET, C2,1 40~ '
\ ? ~ . /B ~ 6 5 CONC SIDEWALKS ti.: ~ CANOPY TREE ~ ~ 1 1 `
\ ? ~ ~ ~ 30, WC SIGN ~ ~ I o
on s I
/ i~ I ~ . x ? .ac. aRD RAIL, / ~ I
b SEE DET, K/C1.1 ~ ' i 'gym ~ CONC. WEIR WALL I
161, / \ ~ 8EE DET. K/C1,d I I
~ R5~ J 1 R ~ ~ do I I ~ I
9, e, • . 86 ~ 'p~ 8 5 5 I , ~
\ ~ ? 1 1o-• 1 Q' ~ I ~ I I I , ~
~ I p,~, OvER AND I C 1-30-04 CITY COhIMENTS
\ ? STRIP ~ a k H,D, ? ~ ~ \ ~ x10 SIGHT ~ • ~ . • o~ " 4 v ' Pa~D T
? ~ Ali ?ix N,p b Y ?5' ARID ~ I B 1-13-04 CITY COMh1ENTS rr ! ? ION POI'S ~ a ~ DETENT ~
I I J- A 6-18-04 CxEN. REV.
\ 'A \ 3 ' I ~ ~ Mk Dana Dsecr~pt~on
• ~ 18.' LANDSCAPING N T \ 0 ES ~ ~ I Ik i I ~ 15 BLDG. SETBACK j~ d Rtvl,lons
~ ? ~?x ~ ~ i j re~i, re~iu ~ ~ ~ ~
WATER WIRE CANOPY TREES MUST BE A MNIMUM OF TWO INCHES M CALIPER, MEASURED SIX INCHES ABOVE GRADE WHEN ~ ~ ~ ~ ~ / o ~ I ~ I ~ ~ SEGMENTAL BLOCK I ~ ~ ~ / ~ ~ N -
PLANTED, WHEN MATURE, A CANOPY TREE SHOULD BE 40' NIGH AND HAVE A MNIMUM CROItN WIDTH OF w @ \ ~ h~ 0 ~ ~ i ~ TREES MUST BE A MINIMIq'10F THREE INCHES M CALIPE M ~ ~ OTHER CANOPY ll~ ~0 R EASUIQED SIX INCHES ABOVE GRADE WHEN PLANTED, ~ ~ 'x10' SIGHT - - - RETAMING U~4LL /J ~ 8 I / ~
~ , I ~ (DEe~ srQ Re) / ~ ~ ~ ~
WATER WISE UNDERSrORY TREES MUST BE A MMIMI,M aF ONE INCH ING I S STREET YARD, \ " ~ TRIANGd~E ~ ~ ~ ' - - _ ~ „ A,L PER MEASURED SIX MGHEB ABOVE GRADE WHEN SEE DET, A/C2,1 ~ ? ? ~ ~3+p PLANTED, WHEN MATURE AN UNDERBTORY TREE SHOULD BE 15' TO 40' NK:H, OTHER UNDERBTORY TREES MUST BE A ~ \3 _ ~
\ 1,?9 p4. MMIMUM OF ONE INCH IN CALIPER MEASURED SIX INCHES ABOVE GRADE WHEN PLANTED,
\ ~ ~ \ ~ ~ - 4+40 ~ ~ ---~a. i GRAVEL ~ m
ALL APPROVED WATER WISE BHRIJBB, USMG REQUIRED PLANTMG TECHNICaUEB PLANTED PARALLEL TO THE EDGE CdF ~ ~ 5 _ - - - - J \ ~ STRIP ~ p ~ PARKNG LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS AND OUTSIDE STORAGE SHALL BE EVERGREEN ~Z S STREET YARD', --1 - 2 I /b ~ - - - DRIVE / _ • rpiq ~ - h
~ SEE DET, A?C2,1 ' S METALLED AT A MINIMUM SIZE OF 18 MCHES, SPREAD OR FIGHT WHEN PLANTED AND REACH A MMIMtM HEICsN OFsb" AND ? Z I ~0' ~ oz I PUB ? © $ ~
A MMII"II,M SPREAD OF 30", REQUIRED LLt4TER WISE SHRUBS M OTHER I ~ ? Z LOCAT OHS, OUTSIDE OF THE AREAS LISTED A w v ~ i l MAY ~ EVE \ I
RGREEN OR DECIDUOUS, SHALL BE THREE GALLON M SIZE AS PER ANSI STAJ~IDARDS AT THE TIME OF MSTALLATION, / \ ~ GuARDRaIL~'- - 5 coNC. - _ - - - - _ STRIP - . - - ~ I ~
~j` \ ' 8EE DET. K/C2.1 ?7+00 .f„/ I l 39, - ,r. _ - li ii - - '~88
'PS \ a ~ THIS 18 A CONCEPTUAL LANDSCAPE PLAN, THE APPLIGA~IT MUST SUBMIT A DETAILED LANDSCAiPE P'LAJJ (WHICH DEPICTS / J ~"Q ~ctiD - rHE PLANT TYPES AND LocATI0N8) WITHM 90 OAYS FROM THE ISSUANCE of THE BUI ~0~ fi er~q ) I ~ _ / - - _ _ _ ~~`IT, +00 COG S I 1 ~ - -i- _ _ - + _ - TD. CONC,
LDMG PERMIT FOR REVIEW BY THE R'r'U St ~ ac PLANNNG DEPARTMENT, THE LANDSCAPE PLAN MUST BE APPROVED BY THE PLANNING DEPARTMENT PRIOR TO RECEIVING CF ~ ? . 5' DBIVEUl.4Y APRON W
AN MSPECTION FOR THE CERt'IFIGATE OF OCCUPANCY. ~ \ / r \ ~ i ¦ 8
WATERWISE PLANTMG TECHNIQUES \ L ~ ~ ti~ K~,, 0 ,4CCFg8--- _ - _ 3000 y ' W
~ ~ ~ / ~ ~ tia~ / ~ N81 48'40"W ~ - - . _ _ _ 3J+00
I, 801E PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES rHE ADDITION OF ORGANIC AMENDMENTS TILLED TO A ? \ DEPTH OF EKoFIT l S) TO TWELVE ll1) MCHEB. ~ i ~ ~ I~ TOLD LOT LINEI T 9? ~ !LL-
~
' 1, ALL PLANTINGS IN THE LANDSCAPE YARDS SHALL BE MULCbED INCLUDING INTERIOR PARKING LOr ISLANDS UNDER LANDSCAPIN r G DATA ~
FIVE HWD~D 1500) SQUARE FEET TO A DEPTH OF THREE l3) TO FOUR l4) MCHES AND MAMTAMED REED FREE THEREAFTER I gR J ~c ' ti a s
PLANT NG AVC,. cA~loP~l' 'FREE tMDERBroRY 8HRU8 r0 AREA TYPE WIDTH RATE TREE RATE RATE OF ? ~ ~ KIUK LAND CORP.
3, EARTHEN BASINS ARE TO BE CONSTRUCTED AROWp THE INSTALLED PLANTS, a 3 w DB 5f~93 PG 2100 ' ` ~ DB 4883 PCs 1159
~ MINI ~ DB 5093 PCs 21Dm
wu n C I IQ I T AirP S' 7/100' N/A 4. PLANTS, AS PERMITTED BY THIS ORDINANCE, ARE TO BE GROUPED TOGETHER WHERE PO"15LE. WEST TYPE A g0' I,~~ R o,~ -r "/,g- TYPED ACL 95 ~0~8 1159 16 -
4/100 10/100 33/100, NORTH TYPE As 90/ J/ 40 41100 101100 33A00 F X30 Tj LANDSCAPE YARD, ZONED - LI Date 4 29-04
S. FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED IN THE FIRST YEAR OF PLANTING, NORTH STREETYARD S' 1/100' WA 11/100, SEE DIET. AJC2.1 (UNDEVELOPED) GRAPHIC SCALE ? 38. Drawn FINELINE Cad s
EAST STREETYARD S' 1/100' WA 11/100' 6. IRRIGATION - IT IS SUGGESTED THAT DRIP IRRIGATION, WHICH INCLUDES DRIP MASTERS, BE USED FOR REQUIRED EAST TYPE D 5' WA , a 26 so 20 P ISORETENTION AREA w Check A. Will
LANDSCAPING PLANTING BEDS DURING THE REQUIRED ESTABLISHMENT PERIOD. AFTER ESTABLISHMENT SUPPLEMENTAL PARKING PARKING 1/100 IS/100 LOT WA I/11 SPACES DMJJ.E. OVER AND 15 ~ (61B SF) SEE DET. /C21 vER AND IW AROLNp Job No. 04-030
WATERING CAN BE REDUCED AND USED ON AN AS NEEDED BASIS, TRADITIONAL SPRAY IRRIGATION IS PROHIBITED EXCEPT e oREtEMrIOM AREA - FOR TURF AREAS' 0 INDICATES 40' TYPE A YARD WITH b' OPAQUE FENCE AS NOTED ON PLAN SHEET :NTION AREA A8' STREET YARD,
SEE DET, A/ C1,1 ( IN FEET J &Wet
I inch = 6m ft,
cl A

IFIGATION OF STORMWATER QUALITY CONTROL ENGII~ER'S GERT
CONDITIONAL USES I Gtt1{'y thlt, pureuent to gerlerelly eeceptsd snglnsarmg eunderde m the eoemu,Ity, It a aly prol'seelonel opx+la+ that runoff NOTE -ALL THE NECESSARY APPRovALB HANE/WILL BE OBTAINED SES NOTES
from tFle hnt Inch of rainfall h~om ersee that are rsqulrsd to bs controlled per 8selxxl 3®1 U2 of the Grse>f'Iel~oro Development FROM THE STATE AND CORPS OF ~CsINEERB FOR ANY WETLAND I, Uea -All those uea used x~ thle LI sons US 421 d x~ thlo LI sonlrlg dl~trlct exceps I. TOPOGRAPHIC AND GEOMETRIC pATA FROM SURVEY BY REGIONAL LAND BURvEYOR$, 8641
ter h 11fY been o1p to meet a exceed tht pISTURDANCE/ AND STREAM CR0881?~ pIBTt~BANCE. ~ Ordlnencs s eontrollsd by a permenerlt engineered etora+W+ que sy ~A 18n~ no new blllboerde w01 bs Ittsd, nutted, WEST MARKET STREET, SUITE 100, GREENSBORO NC 11 4@9, pATED JANUARY 13, 2003, ~
r ulremer?t xt tw Greensboro 8tormweter Menegement M+nwl, CA?~/ p°r^' ~•••N••y; ~ 'I E S S~ 1, No eccea w111 bs provided to Neville Road REVISED APRIL 3,1003, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16,1003. w A Neville Road, except for employee ADDITIONAL GEOMETRIC pATA FROM SURVEY BY GIIINSKI SURVEYMG COv 111 GALES AVEy CIDER RD.
0~ 0'• 'i ~ y.~ ~ perlcing, until sash finis ae the propeniee to I propartiee eo tFls eeee and uaee are wINBTON-SALEM, NC 11103, DAfEp AUGUST 1001, ~
~q SE'J~ 7 ~ oleo zoned to en LI or enniler zonwlg dletnct~ PF.BK>!NATt~RE ; zonwl9 dletrlct. N vl
PE SEAL ~~J809 ~ 3, Tnad Drlvs well be sxeerlded to the pr Kta 1. TNIB SITE 18 LOCATED 2000 FEET FROM ZONE B (AREAS BETWEEN THE 100 Y A E LLE RD. ARRNGT Q E RAND 900 YEAR RD. z ~ to ehs properey a~ tht primary acts' FLOOD) PER F,I,RM, COMMUNITY PANEL 310111 @@86 C, EFFECTIVE DATE NOVEMBER 18,1988, Q
7 30 ~ DATE ; • ~F ~ for the property. 51TE N
~ '•~Q I N'G•~~ ~ b"x8" TAPPING .,4 NEW 15 DRIVEWAY SLEEVE AND 3. THE PROPERTY IS LOCATED M THE UPPER RANDLEMAN LAKE U.IATERSHED lEABT AND WEST T IAD DRIVE
''i, ((AN N e.~ PIPE • I,ml1 ELOPE FORK DEEP RIVERXWB Iv)
ENGWEER'8 CERTIFICATION NOTE OF BTOR"NU4TER QUANf ITY CONTROL h~ej~~r~~~jeee VALVE EX 15" b" DBL. CH CK SITE DATA
The storm enter control struetlrefe) shown on this len Is deelgled to reduce tFle pat-devsloplrls,t+t 1 yNr 24 hour storm scant DRIVEIugY PIPE E
end the 10 r 14 hour storm event to pre-dens ?etes. ,eN~r'~~r'r?rrr/ BACKFLOW PREVENTOR ~ gee CA IN ABOVE GROUND N p,., ~ ~ • • • ~ u " I, PROPERTY OUNER/DfvELOPER
• ~ NOT BOX ~ s S~ ~ - NEVI BLAND ENTERPRISES, LLC LOCATION MAP 1386 80UTH PARK DRIVE NO SCALE
. of o . - _ _ Wv ALE R _ _ _ 4~4D y• d ~ ~ KERNERSVILLE, NORTH CAROLINA 21284
PE,BIGNATURE : tq SEAL = P .REAL ~ - _ U SR 1913 _ _ CONTACT -DAVID &°ANGLER 1336) 99b-6060
DATE 3 S 'I5SO8 t ~ - 6f~~ 7 d ~ PUBLIC . _ R/W R~ W 2, REFERENCES EXISTING NEW A R C H I T E C T U R E
, • b 935,35 ' - - u> D,B. 4991 P, 590 `
~ ~ • ~ DIP WA D$. 9093 P, 1@96 E N G I N E E R I N G ATER"' • D. B. 5609 P. 119 DUILDMG LJ _ _ u
r e ~ ~ nl eer N~ ~ 0 5 E .n _ ~ 181.5• INV. u o'~ P.B, 5@ PG. 41 P L A N N I N G
FIRE DEPT. ~ 933.19 ' ~ , 1 „ I • J P.B, 96 PG, 95 BITUMMOUS PAVING
COMIECTIOP ~ u i•' ~ ~ I'
3, ADDRESS
8100 TRIAD DRIVE
~ , 15' BLDG. SETgA~ MODREHEAD TOLLNSHI I P, GU LFORD GOINTY ~ - GREENSBORO, NORTH CAROLINA
I
I I ~ S85•II' ! 3 3 S85•II' h CONG BLAB OR PAYING I N T E R I O R DESIGN 3 ~ 181.40'
I I ~ ~ r r I+ ~ " ~ ~ I 1 - - - - - CONT01~ ELEVATION -{IO@1-- l 4807-C Koger Boulevard 3.
1 ( ~ 1~2 SPOT ELEVATION = ll@@,a~ Greensboro, NC 27407
PLEZ AVERY TRANSGI - - . , DB 1043 PCs 92 I r I J. Tele hone 336-218-8282 - ~ P ' =8" SD = STORM PRAM L INE -8' SD -
ACL 95-1018-1160-IQJ I ~ y- r ~ Fax [phone] ~ ~ . • • •,......941 4, TAX MAP DAtA ~ ~ www,triad-desi n rou ,tom
ZONED - AG I I r 00~ 8' i r / (LUC I1 EXISTING WATER WELLS I - r , 1IE' a 11 ~ STORM pRAIN INLET 9 g P 95-1018-1160-1, -46 O
I TO BE ABANDONED PER I r I BTOFiM DRAM MAJJHOLE --f-
GUILFORD COUNTY , I ~ I I 0 ~ ~ ~.,I. I 5. ZONING DISTRICT I 1 PROFESSIONAL OF RECORD: , CD-LI -CONDITIONAL U8E LKItHT INDUSTRIAL HEADUl4LL OR ENDWALL
585' REQUIREMENT6 ~ 0 r I ~~3 X2'00" ~ - 0J. . ~4m. 1 I 1i ~ ~ n ~ ~ ~!!QE ~DRA~T 0) 1 '•-••••9a4 ICABE X3135) L. ALLAN HILL, P,E.
Q I I r AND VALVE _ I I 1 1 - -88- - SANITARY SEW;:R LME SS LVE I 1 ~~alurr
1 ? ~ 1 16~ ,1 6, EXISTING USE -UNDEVELOPED - S - 11 • .`~~,1 CA ~rrr, I 1 BAN ARY MANHOLE -Q-- , ti N Rp r,
BILLY C. HINSON w ~ _ _ _ I I ~ Ii~:.~•• 11 DB 2046 PG 631 m 1 ) 11 1 1, PROPOSED USE -TRUCK BALES ANp SERVICE - - - ~ • S S .
ACL 95-1018-1160-29 I I I ~(°~S ZONED AG ~ I 1 1 1 v ~ CLEAN OUT ~ ~F p• 11 ro . ~ 1 8. LOT SIZE • 19b1 ACRES -a- plOOp ~E ;
~ ~ ! 1I I I I 'I' -\~F 1 XISTI I • ~ 3 E NG BU LT UPON AREA 020 ACRES l@20%)
~ 0 ~ LUC I I,• .6 I ~ ~ • ~ L I I y+m 1 ~ ' • • . , AREA M NEWLY DEDICA1Ep RK~HT OF WAY = 1b0 ACRE8 CHAM LINK FENCE -X- ;
~ I 0 lDlpl _ S S I , ~ NEW LOT I = 1121 ACRES 0 1 m PROPOSED BUILT UPON AREA = 8.96 ACRES 149b1%) TREE LME / '•.•G I NEB: ~
~ I i } tp ~ i~ b `cab TEE.•' (9266; < c~`. - - ~ ACREAGE IN PUBLIC DRAINAGE WAYS , , , ~ ~ AND OPEN SPACE = A ACRES I b~( N n`
t ~ ~ ~ U ~ ',I I l~ 2" WATER AP 11 `r N I . , , 'a I 1 • •,tOTAL NUMBER aF PROPOSE OTS = I 8 LT FENCE r4 LAN 11 r 1 ~ D L 1 29 LDG, BETB,ACK ~ LINEAR FEET IN STREETS = CONG CURB t GU
• ~ '29 ~ ~0 , s ' 4 ~ '18"HDPE • S ,1 l OFF 81TE , ~ CO ~ S e-------_ ~ TTER as 1 JOSEPH I Sl~f'I~I~ DISTU ~ D•AREA .lag ACRES c1I~36%) SEPT. 01, 2C~~4
/ 1" \ 1 I ' DRAMAGE ' r r 1 1 11 PB 50 PG 41 ~ WDI D AREA= 9b1 ACRES f18b4%) ~ ---W---- WATER MAIN
I I CI TO i°OND .y b •.l a I N LiEtiITS LOUT ~ I I • . + , DB 4182 PG 1993 ~ W 1 ACL 95-1018-1160-44 ~ ,•~'"'••HAZEt'C.'TUGGLE.,,
n I ~ S84 24'50° n 0,5 ACRES I r i~ " 9; , ~ . 250 / r ' 8 ~ • ~ ~S + ` 93~ 1 ~ + PB 50 PG 41 T TELEPHONE CONDUIT T ~ Q I '1 I ZONED - AG ~0 ~ DB 3330 PCs 1089
I I .D I / ~ + 2.0% MIN, 6. I ~ + ~ CQ 3~ + i , ILUC I) ~ ACL 95-1018-1160-22 ---G---- GA8 LINE -G
I ~ ~ L r. I ~~,2,. ~ RPZ INSI v r I \ ~ _ ~ BUILDING 1 ~ ZONED - AG r 1 1 F ~ ---E---- ELECTRICAI. CONDUIT 1 OFF SITE • • . ~LUC U
I; I . ~ ~ ~ I', I ~ 2 MATER ~ I ~ ,r„ 0 1 ~ ~ 1 DRAINAGE dl ~ T ~ ~ FIRE HYDRANT Y'
I I ~ - ~ +r 'EXIT ' ' 0 POND ~ w 1 ' 1.b ACREa ca
TRACK I ~ !93?~,~, C ^ (OLD LOT LI ' TOLD LOT S84' • ~ GATE VALVE LIN 1 . ~ 30~~E ~ 0
I ~ ~ ,`i EXIT' - • , W III , - ~t~ , ~J t ~ ~ h1IT8•' ~ (OUT) • POST INDICATOR VALVE 8 , 8 ~ 84 ,
0 h , , ~ OlLN1ATER . . ~ I I , r, 1 SEPERATOR INSIDE BLDG. ~~(y1 ) ~ N '15'10"E ~ - Ci 1 bl' ~ I$I.Sb'
? ' ~ ~ I I ~ ~ I . ~ q~ • • ' SEE PLUMB. DW~SB. ~ , ~ ~y1 _ ~ Y THRUST BLOCK Q ,.r . ~ \ I ~ ~ ~ ~ 0
9 . I I ~ ti ' .f ~ + ~ • • b" PVC SEWER ~ , • r t ~ 4 FMPE BOLLARD o 0
I.I I ~ ~t ~e F. ~ z , , \ PROPOSED sERVICE • + ICI I ~ >pj + r ~ ~ M a'' l;l I ~ ~ I , ~ IN. .•ti' r< ) ' 1~ LIGHT POLE =0 C
, I ,I.,. , , . , , , 19 DING + I w r i~ r / I ~ , ~ ar + TELEPHONE OR UTILITY POLE ''Oa
' rf P RIIC01 ~ I ~ ~ • \ (~7 1 -
. ~ ~r '~8 ~ a• ?a
t~ r COQ ~
r r~ • + 3
r+ 1 rr ,
I t ~ 1 it 1 r ~
' ' , , ~ 2 TOI;IES " T 92 OP Z0''•• k A I 8 RD I 1 j I ' ~ INV. OUT 921,4 8" RD • . - ~ 21 - - - - PROPERTY /ROW LINE / 8"RD• , ~
~ 2m~ M~ 46,888 SF ~ ~ z~ MIN,- • y ~I, .12~, MIN. + I - EABEhIENT LINE ' ~ ~ ~
1 , I FIRST FLOOR•''' ~ ~
I~ I ~ ' ~ + , I ~ - ~ FFE 91~1.D ' ~ ' •i • - ? - SOIL CLA88WC,4TION O r ~ ~
1, 1, ~ I ~ • MiON ~ 1@(~.LF ~ VCP ~ ~ . ~ ~a + + '1` t 1~ r ~ PN OR PROPERTY CORNER ~
~ . Ex1T + , + , / r MAIN x,3;8 pRIVA`~ SEWER " ! ~ ~ ~ + • ~ ~ 1 + 1 ?Q STAGE MARKER OR PROPERTY CORNER MAIN ~'~,B% ,r ' . r ~ ` 1 +\111'l~1,, •
~ , ~ ..1.<.... I 1 4 , ,111 + `w...~ RIpRAI~ APRON - - -
1 ';~ti ! , / •,a , ? .BE:D,G/C2,4 BUILDMGBETBAUCLINE y t l 'ry• r . I ~ ~ ~ i f, ~ 1 , , .r., . a I 111 !
+ ~ \ \ r ~ I / off' : i', ~ , . ~ ~ ` ~ , \ DROP NLET / , ~ ,t , ~ ! CONC. ,...~.1.~ ~ a,1 •,.J..I.I ? ,?I I ~ 81pEWALK
+ / 1 TOP 922,4 / ~ : ~ , 4 O ~ • I '1~1, 1 1 1 1 ! a I I , I . , \ BWALE r ~ -1 1 1' DETENTIyy,~', 1 1 1 .II 0 0
' ~ . • • ~ ~ / ' ~ . • '1 I.1 I I l r l ; ~ RIPRAP POND . / ~ 'w
~ ~ , . C : ~ ' , 15 RCP / \ ~ . ~ ~ ~ , I , ' f?ROP, SAN. I"~H ~ 1 I, 1 '.I 1 , 1 I I'• I II I,~ 'O'VER > /a ~ , 1 Y I I 1 ~a"~ ,r • , PO01 , ,1 1 ' , 1 1 PONp
1 ! , I, I I ~ T ROCK CHECK DAM C \ IS ~EL,910~9 ,•.1 r I r , . . 1; ~ ~'l, , 1 1 ; I , , I ,I• ~ ARC
9 ~ l4p ~).g ~ ~ ''AND V + , o~ •'TOP 925,10 ~ ~ ~;t ~ ~ ~ 0~ ' ~ ~ CO 919 , . , ~ c M ~~?x0 C~ , h ~ INv. M 91b,4~! ';:sr, ~ , ` . ~ • ,'0l" I, , , ' , . , 3'•, ~ , re ~ " INV. OUT 9 ,22,E a~. , ~ , r • ' ^ 1 ~ 1 I I.1 ~ i 1; 1 ' 1 • ' I, i pE?E?'ITIO~POND TEMI°ORARY DIVER810N DIKE y 1.~. .f' ~~'I 1 i i i i~ 1 I ~I I~ ~ ~
? . . ? \ ~ . ~ a:;.~~ 4 PVC SAN, SEWER • 'o , ~ "I' , , 14 h ~ •iu'-'~. ''1 i, 11, , 1 I I'•l Ip EROOIONCONTROLMAT
~ ; + l , ~ ~ ''i"' SERVICE • 2!A%'MIN, ~ ~ a ),0 ~ N ? EXIT r. r 1 1+ 1'1, 1 I I 1 1 I CANOPY TREE W
~ ' r ? • ~ +Q ~ ~ ASS; ' C9~ , i' ; ~ 1 ..22m' LF'b~" YCP t ~.i . 3~ •.i. ~,p .•i'j w~,~~ ~ l + 1 1 1 ~ ,1 1 I 1 1~1 11 i7..r4 I,~a ~ _-~,i. ? I I",•.....-. ` r 411 1 1+ 1 1 1 1 X 1 1 1 ^,1 II 1 1
\ . ~ l 4" , PRIVATE SEWER MAIN ' ~ ® C ~~8 ~ ~ /B r , . ~ 916 . I;~ ~r 7.'.11 910 ~1, 1 1 \ ~ y 1~ I li•I
~ . } ' ~ 6 \ ? ~ ~ a ~ EXIT .('M ~ F 1 ` t 1 ~ 1 1 /j •1 III 1') ,
~ • ~ \ k0 ~ 6,g off' .a
, /I ~ ~ •,1 . ' 1, 1 1 't~? I 1 , 1 P1 \ 1 II I , • ~ ,
1•' r ',1 I 1, 1 I~hl, I, I 1 I I, tee, \ 1'1
, I' I I 1 ~I~I 1 1 1 1 a i , r R , 1 .n~.~. i~ ,
'li, 1 1 I I , „p 1 WEIR OUTLET ~ 'I ' ! ' ~ ~ ~ ~ ~ ' • I. 1 1 1 1 ip I ' 1 SEE DE1, /CITa ' - ~ ~
l0l~j I a X 1 1 1 1 , ~ q 9 IV'r ~V W~~I~1
t .,?Or~~ ? X I•~, , pr AND'. ~ C 7-~ 04 VIII VVI 1 li:l\T5 r i r! I 'a I I 1 1 r ? OVER \
~ ~ ' ` s./ 1 2 MIN, 0 r / ~ \ ~ ' 4J% ! 1 1 Lam. 111 ' 1 1 1'•I I I'! rf'IV- D1•Ibl I • L' ~ i 1 1 :a 1 ~ , '1 ' 1 15x2@ 1 1 , WET' ~ i3 1-13-04 CITY COMPIENTS
- .15'HDPE • ~ . a ~ ti 1111 1111 , 1~ , I I I, 1 ~5 A 'I p^ I,r- Y 1 r ' ''.1 1 1 d''' I I'' 1 I I I ; E'~~~ P01'1P ~I) , ~I . . p ',PAF) ^ 1 ^ I I I , I 1 ; I _ 6 18 04 GEN. REY,
~ ~ 0101 1' a. ~ n• I I ' I II I 1 ~ \ I ~ I ,
a, a.01'a' ~.1 I 1 1 1 I ~ ' , ~ , a. I t , III ,1 I Mk Data DseCrlpt,lOrl
s , .r• ~ , ~ ~ I \ ~ / I ~ , B ~ 1 POND I ~ , ^ , I 1 ' RIp~QP' APRON ~ ~ 1' 1~. 1, 1, I I~ ID. 1I "7' , ' r , ' 1 , , I, BOTTOFI I I c I ~ 1 SE8 BGHED. G/C2.4 19 BLDG.~SETBACKI I Q R@VlslOnB I I I I I c
I ~ , \ j`\ ~ ~ I 1• , . 9A 2'. ! v 111 I, \ ~ } • ~ ,I 1 I I 1 1 1 ,Ir . / I III I , ',I -
I / I ' ' a~8t'RIYi~#.OD,• , , , a , 1 I ~ I I I ~f~ '.r 1
~ 912 , • ~ ' ~ / ,1 1 , 1 I III , I `~J',p~w
ti 9 ~r ~
~ I
0 1 rr a ~ , 3 ,f 1 , ) _ ,TC,r. 1 ~ a r i 1
U IL TY NOTES Y ~ .yam I• Nl aa) - r ~ \ ',I 'rte ? m(~,,~,~~~ a 71 ; ~ 1 , I
480 LF 8" VCP 1 • ~ • , I, EXIBTMG UTILITIES SHOU.N ARE FOR Y CON T I I SERER (PUBLIC) ` ~ * ~ ~ _?~1I4 ~ 9 REFERENCE ONI- , TRAG OR SHALL VERFY W TH ~ ~
ti ice. ti ~91~ UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF UNDERGROWD UTILITY LINES, ~ ~ -t' r~ rRi - x,18,;)' . 11 I.
2 ~ 0. i _25+pp ,FOR/,?iE / r _,r~ e. - IJ ~ I'~
2. ALL UTILITY BTRUCTUREB (MANHOLES POUJER 8 TC~ VISI L AT t • ~ ` _ ~ P1JB ~ POLE , E B E THE GROUND ~ I,/ BU~ACE WERE FIELD LOCATED. THERE MAY BE OTHER UNDERGROUND UTILITIES ON TH18 W , ~ 1 I'~ , $ I~ , _ , 1. v , , l
pI I C WMIL-M AR MW I OWAAJN VIM I MC MAIVO [ +o0 I` 1, C-Ec ;51
3. SEE PLUMBING DRAWINGS FOR CONNECTIONS TO BUILDING SERVICES. .28+00
~ ? ~"Cf "~~-ter -tom f~ri. % - -IF-=__ •1 till L CD r~ I 2 I t
4, ELECTRICAL AND TELEPHONE LINES SHOWN FOR CO ORDINATION ONLY, SEE ELECTRICALU 0 PLANS FOR SITE LIGHTING, TELEPHONE, AND POWER LOCATIONS, CFO D. ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL PROVIDE A
1 30+00" l~300J ~y~ ? 0 i 2 Access - t'
\1 i x l % ST RE N81• ~r____3J+
MINIMUM VERTICAL SEPARATION OF IS", 2 ^ M 3 C
i. SITE UTILITY CONTRACTOR WORK SHALT. AT 6' z TERMINATE FROM THE BUILDING. / 5~1 LP'4N1 (OLD LOT LINEX r - - - _ TEp 0-
z 1, CONTRACTOR SHALL INCLUDE M HIS BID THE COST FOR WATER INSPECTION, SEWER TAP ENGINEER'S CERTIFICATION NOTE OF $TORMWATER QUANTITY CONTROL 30 / I / ~s cv m ~1 PE r/ C4 v"1
FEES, WATER AND SEWER INSPECTION FEES, WATER METER CAPACITY USE FEES, A stormwater manegevent study in not required for the bio-retention area, 8X 2 \ 8 SEE TRIAD DRIVE M'
? CONNECTION C08T8, AND BONDING (IF REQUIRED), than 10% of the total drama area to the site, Total dove area = 0.10 acres, Total drainage area to the site = 14 acr R Z ? KWK LAND CORP. PLAN AND PROFILE t W 05 5093 PG 2100 8 OR C0,1 FOR
9e ~"e^t a., rp ~ 0 SEPARATION - INSTALL WATER MAINS AT LEAST 10 ET LATERALLY Near 0 FE FROM EXISTING OR ,N rr ~ 50 LF 4"~ 9 D5 4883 PG 1159 CONTINIATI 50 LF 44 D5 5093 PG 2100
PROPOSED 9EWER8, UNLESS CONDITIONS PREVENT A 10-FOOT SEPARATION, WHERE A 0- LiN CARP PVC PIPI PVC PIPE nVJ v ACL 95-1018-1159-16
FOOT LATERAL SEPARATION IS NOT PROVIDED, THE WATER MAIN SHALL BE LAID IN A Z/ R T e 08% M Prm. S*NATURE • E S S / 0l l (TO DAY 05% MIN, 8 \ ZONED - LI DdlO 4-?9-04 1 (TO DAYL )1J
SEPARATE TRENCH OR IN THE SAME TRENCH AS THE SEWER ON A BENCH OF pF 0 Q-1/4 kqC 00 UNDISTURBED EARTH WITH A MINIMUM VERTICAL SEPARATION OF IS INCHES FROM THE TOP PE' s ; Q DATE ; 8 ~e \ (UNDEVELOPED) GRAPHIC SCALE ~ Drawn Bij FINELINE Cad
T . a ti 830, OF HE SEWER TO THE BOTTOM OF TbE WATER MAIN. SEAL ~3e. ~ eo o ~ eo ~ /~J \ Chock Ey A. HIII
i 15809 UTILITY OWNERS ON THE SITE ARE AS FOLLOWS SEWER AND WATER - CITY OF 151ORETENTION AREA w \ (515 SF) SEE DET, /C22 Job No. 04-030
DMUE, OVER AND WAR GREENSBORO, ELECTRICAL -DUKE POWER TELEPHONE -BELL SOUTH, NATURAL GAS 4, ~ N~. ER AND W ARD IND CO INV, 904.5
PIEDMONT NATURAL GAS, BIORETENTION AREA - "01,(ANN\ 1*10N AREA ! IN FEET J 81'>aQt RIF'RAP APRON
r,r raarNN~ SEE SCHED. G/02,4 I Inch = 50 ft.
C1 il

- -
SAW CUtB ll/8"x? 3/4" t i/4"xV?")
TACK COAL 2" TYPE 89.50 SURFACE 6" b" T I3" TYPE 1191dG BINDER FILL W/ JOINT SEALANt 18'_0" " Ig'_0"
1b' 123' PRIME COA . 123' , MAX, , NOTE ~
13 8HRU88 2 ~ q 2 B~NDJBS LY EQUALLY 8„ CONCRETE LOADING DOGC E EQUAL EQUAL WITH CONSTRJCTION SPACES SPACES SPACES
Y EQUAL , ~ _ EQUALL AGED SPACED A 6 ~ .•r• . JOINTS AT A MAX, 2,a'
SPACED ~ A , • SPACNG < EXPANSION JOIN78 AT A MAX, 6(d' FOR "W"26'-0" OR LESS 3 E D D E D D E D D E D
. i SPACING, EXPANSION E2EXPANSION JOINT I I I I
4 JOINTS SHALL ALSO p2p~MY JOINT BE LOCATED AGAINST PREF01~"IED
ONTRACTION JOINT RETAINING WALL, BUILDING, ETC. JOINT PATTERN EXPANSION
COMPACTED gu 9" V4"= 3/8° JOINT MATERIAL
T STANDARD 2'-(0" CONCRETE 8" SUDGRADE u2" PMF STANDARD 2 0 GONGRE E 1" "t.'
T YARD PLANTING MODULE STREE t CURB 4 GUTTER CURB GUTTER HEAVY-DUTY PAVEMENT EXPANSION CAP a ON UNBONDED SIDE
~ b" b" " ACE DUMMY JOINT EXPANSION JOINT •
PRIME COAT 2 8F9.BB SURF ' 4.. JOINt DETAILS 8..
123' 25' 25 25 123 ,IQ" I • b PREFORMED ~ ~
~0 ^J EXPANSION JOINT MATERIAL
6 BFNEJBB 6 SHRUBS _ . N 1 M • 2 i 1 xl SMOOTH DUJLS a A R C H I T E C T U R E
~ O,C. COAT BAR ONE SIDE ~ ~ ' OF JT. U,V BOND BREAKER ~ 't
ENGINEERING STAGGER UNBONDED SIDE ~ - =XPANSION JOINT d TURN DowN Aa
9" ALTERNATE DWLS. f~EQUIRED TO 9"
„ I. LIGHT-DUTY PAVEMENT 4" KEEP "A"•3" MIN 4.. 3' P L A N N I N
~ I 2 - CONCRETE SPILL 2 (o CONCRETE ~ SP LL ~ SAW CUTE (U8"x? 3/4" s U4"xU?") AT ASPHALT PAVEMENT AT GRADE AT ASPHALT PAVEIENT INTERIOR D E S I G N
CURB ~ GUTTER CURB t GUTTER s" FILL W/ JOINT SEALANT NOTE -ALIGN CKs JOINTS EpGE DETAILS 4807-C Koger Boulevard
o ~ a" WITH SIDEWALK JOINTS Greensboro, NC 27407
DETAIL B/G2.1 1. 8" Tele hone 336-218-8282
NO SCALE . TYPICAL SIDEUJALK DETAILS P Fax [phone]
www,triad-desi n rou ,com 99 P
Ru ABC i i I" xl'-6" SMOOTH DtUL9 DETAIL E/C2.1 ~ O,C„ COAT BAR ONE SIDE ~ SCALE
OF JT. W/ BOND BREAKER PROFESSIONAL OF RECORD:
b BHRUDB 3 SHRUBS WASH 3 e N T AY MENT CO GRE E P E CONSTRUCT >NSTRUCTION JOINT STAGGER uNBONDED SIDE •
i ~ U 8"1 STD, PIPE , , DWLS• VAN ACCESSIBLE L. ALLAN HILL, P.E. SIGN (AS REQ'D.)
TY E A PLANTING YARD MOD LE P FILLED W/3000 PSI GONG, , DETAIL G/G2.1 X00 PAMT YELLOW W/ NON- D~ a - - I r- - ~ CA ,,~I/
RUSTMG EXTERIOR PAMT NO SCALE TAI ,1 I I ~ DE L D/C1 , ~ ~ RE ERVED . ~ ~ _ _ ~ - RVED RESERVED RESE - - ~I . ~,F S .
123' 25' 2b' 25' 11,5' No SCALE ~ ~ ~ '
b' OPAf~IJE FENCE R,-8 - PARKING KIN PARKING PAR G _ _ ITH ~ ~ t r; :
RESERVED PARKINCs SKIN, SIDEWALK IS FLUSH WITH b SHRUBS 6 SHRUBS TYPE R1-Sd AND Rl-8d OR R1-SE THE PAVEMENT IN THIS AREA , 8 AREA : %
' AS APPROVED FOR USE , Rl-SD ~j ~'•N
' UNDER G8~ 2031-b GONG, (MOUNTED ON POST) 81 EWALK .~O~NE,., v. ~j . ~
B USE 'VAN AGGES818LE" D CAN
FINISHED GRADE SIGN M ADDITION TO SIGN Rl-8e WHERE SL. DN, SL. DN.
~ INDICATED . . . _ JUNE 18, 2004 IMUTCD R1 8 - i? x18) AXIM M
M U
FOOTMG, ~ ' 0 NALTY PE >n IMUM MAX
3000 PSI GONG, m 12H/N VA N $250 P NALTY E
' MAX nax~un ~ ACCESSIBLE $250 cr~TCD• R1-8E - Is'~?6")
F~gIJDIC,4r EPHCEO IELEB lF14LL 6E V4' I•ER I'. PER I',
MET,41. GAP ~ (MUTCD~ Rl-SA - I?"x9") IMUtCD~ R1-SD - 1?"x9")
WELD ~ GRMD SMOOTH u ~ II ~I I II
3 SHRUBS -b BHRJBB 3 SHRUBS 1,-0u u ~ u ~ COLORS L _ ~ I_ - ~ LEtTERiNG AND BoRDER•GREEN C
A IRk'OUSJ BEN C
TYPE 'A' PLANTING YARD MODULE TY IGA BOLLARD a" PANTED P L I ING TYP. WH TE L ON BLUE BAGICGROUND tING HEKsHTB BAgWROUND-WHITE altar, MouN I
' U ~ENGE eTR ~ ' UJ/6 OPAC~ E U~
DETAIL F/G2,1 5' , CONDITION 1 -PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND eIGN, HAND ICAP SICzNAC~E DETAIL CONDITION ? -PEDESTRIAN PATH GOES BY, UNDER OR AROUND SIGN, ~C
DETAIL A/G2.1 s oR a R~"1xhi," LG, ,Ta ~~•5 ~ DETAIL N/C2.1
SCALE I"•20' ~ ~'E 8' SPLICE BOLTS LANDSCAPI1~Ks NOTES s REa'D. PER JT. ' JT, IU6x9,0 ~ Q 'R NO SCALE ® i.
NAND (GAP PARKING DETAIL LG. W/81D. 1/81D, iv w~
11, LEGEND WASHED ~ I MED. WT, GALV, ttb48HER MED. WT, ~ ~ ~ _ ~ , n 5 40 F, F. 5 ~ ~ ER GUARDRAIL ~
CANOPI' TREE 2"fMMJ CALIPER AT TIME OF PLANT6IG IMM. 8 N HEIGNt) DETAIL G/G2,1 b" 18' 18' b" WHERE 4
UNDERbTORY TREE I"!MIN.) CALIPER AT TIME OF PLANTMIG !MIN. 4' IN FEKtHT) SCALE 1" ' ~"/xl~r" LG. HEX, BOLTS I'-' 2 REQ'D, PER POET WITH 3~r ? ~ NOTED ~
? ? MED, Wr, GALV, WASHERS c~ ON PLAN. 'b
IS"f MM.) HGT, AT TIME OF PLANTMG, 9i'YMM.) HGT. AFTER 3 YRS. 20' i SWRUDS P~ r EACH oR ?+~"/xlyt" LG, r 4~° 9. ?,3 q 4~ C 2 - 2.33 3 0 ~ HEAVY HEX, BOLtS ~t _ 2 ~ ~ ~ ~ 'C
2, ALL WORK RHAL L COrF01GIN TO GREEN880R0 DEVELOPMENT ORDINANCE SECTION 30-R-4 ~ ~ a• - • NOTE MAX t.URB ELEVATION ~ ~ ~ / i~ y
3. RPECIEB SHALL CONFORM TO CITY OF GREENSBORO DEVELOPMENT ORDINANCE APPENDIX 6. ~ - I;,, NORrIaL t I• 2 DIFFERENT FOR C
~ - CROU~I SECfiION S 0b0 CROWN EVEN WITH „ ` STD, ? b ~
4. LANDRCAPING RHOWV 18 CONCEPTUAL FOR BITE PLAN APPROVAL/PERMIT ONLY. CONCRETE DETAILED LANDSCAPE PLAN TO DE BUDMITTED WITHIN 90 DAYS OF DUILDMG PERMIT ISSUANCE. !TYPE A) 13/16 HOLES TOP CURB CONCRETE CURB IO ~ FOR BOLTS O
t GUTTER ~
6, AFTER COMPLETION OF GLEARMG AND GRADING THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE DERK~ER AND THE CITY OF GREENRBORO PLANNMG DEPT. TO ARBEBR WHETHER REMAMpJG ~ ti a NORMAL CROWN SECTION ~ CURB ELEV, ~ 'Q
TREE6 MEET LANDSCAPE YARD REQUIREMENTS. ~ DIFFERENCE GRADE ~ ~0
SPECIFICATIONS 0.60 I.bl ~ ~ ~ ` ~ PLAN 5 40 F,-F. 5
0,10' 1.94 'C MIN. MIN, ~
,4. PERMANENT SEEDING NOTES I, SATISFACTORY ROILS -UNIFIED SOIL CLARBiFICATIONB VATION 0.80 2.22 1,0 SURFACE 189b~ ` ELE ,
DEFINITION -SEEDING DISTURBED AREAS WITH PERENIIAL GRASSES AND FOR) GW, GP, GM, GC, 8W, 8M, ML, CL C~AURDRAIL 1,50 0.90 q. O
COMPACTION • COMPACT SOILS TO THE FOLLOWING PERCENTAGES OF LEGUMES TO PROVIDE A PERMANENT VEGETATIVE COVER TO LESSEN RUNOFP MAXMWM DRY DENSITY AR DETERMINED 6Y ASTM D698 AND SOIL EROSION PLAN TAI 2.18 3~ ?.5 BINDER l S11,5CI 4 ~ DE L K/C2.1 1,00 r ~
RUBGRADE AT BUILDINGS ~ PAVEMENT 100% FILL AT dUILDINGrb 1 PAVEMENTS 96~ PURPOSE - TO LE88EN 801E ER0810N AND PERMANENTLY STABILIZE DISTURBED ASPHALT ' 3.05 E~ . ~ No SCALE 1.10 4~ (VARIAB~ ~ ~ ASPHALT
FILL AT LAWNS 96x AREAS CREATED DY GRADING OF CONSTRUCTION 81TE8, I% 1.10' 3,33
3, PERFORM I COMPACTION TEST M SUBGRADE OR LFT OF FILL OR BACKFILL I I AVEMENT AREA OR 10000 SF OF LAWN CONDITIONS WHERE PRACTICE APPLIES -ALL BARE SOIL AREAS ON ~ • ' ' FOR EACH 6000 RF OF DU LD NG OR P " ABC
AREA CONBTRUCTIO~V 811'C8 WHICH ARE NOT COVERED DY STRUCTURES OR OTHER ER0810N CONTROL DEVICES.
D. PAVEMENTS VARIES DUE TO DIFFERING MANUFACTURERS DIMENSIONS SUPERELEVATED SECTION
I, ALL WORK SHALL CONFORM TO NCDOT STANDARDS, PREPARATION -PREPARE SEEDBED DY RIPPING, CHISELING, HARR;OWMG, OR TI N PLOWING. TO DEPTH OF 81X MCHEB 80 A8 TO PRODUCE A LOOSE, FRIABLE SEC 0 I''O" THE FABRIC SHALL BE FASTENED TO THE toP RAIL BY HOG TY ICAL STREET SECTION 40' FACE TO FACE
C CONCRETE RURFAGE, REMOVE ALL STONES, BOULDERS, BTUM}'8 OR DEBRIS FROM THE RINGS SPACED ~ ?4" INTERVALS. P
I, ALL WORK SHALL CONFORM TO AGt STANDARDS, SURFACE WHICH WOULD PROHIDIT GERMINATION OR PLANT GROWTH. pUMPSTER PAD C.O~G. STD.~606
2, CONCRETE FOR CURD t GUTTER WALKS, ETC, SHALL DE ?'c • 9500 P81 ~ 28 DAYS, AIR-ENTRAINED. INCORPORATE 800-1~0® POUNDS 10-~-10 FERTILIZER PLUS 500 POUNDS OF 3 STRANDS BARBED WIRE (4 POMT)
1 20>r BUPERPH08PHATE PER ACRE AND TWO TONS aF DOLOMITIC LIME PER ACRE DETAIL J/C2.1 3. CONCRETE FOR PAVEMENTS SHALL NA1/E MIN, FLEXURAL STRENGTH OF 550 P8 SOIL TESTS INDICATE THAT A LOWER RATE OF LIME CAN dE USED. TOP RAIL A b-IS-04 GEN, REY,
D. STORM DRAINAGE ~ SCALE I, ALL WORK SHALL CONFORM TO NCDOT STANDARDS, MULCH AFTER REEPMG WITH 18 TONS OF GRAIN STRAW PER ACRE AND EITHER ® Mk Dafe Daeulptlon
2, CONCRETE PIPE - ASTM CT6 CLA88 3 WITH BUTYLMASTIC JOINTS CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER
3. ALUMMUM PIPE - AA8HT0 M-196 AND M-191 WITH GABKETED JOMTB OR EMULSIFIED ASPHALT AT 300 GALLONR PER ACRE. 4. FILTER FADRIC - NCDOT SECTION 1066 -TYPE 2 ~V I'lOnB
b. RIP RAP - NCDOT SECTION 868 SELECT SEEDING MIXTURE AND DEBT PLANTING DATER FROM TABLE BELOW,
RY SEEDING NOTES 81 TEMPORA PERMANENT BEEDMG 7AdLE B STRETCHER
BAR BAND 3/I6"x3/4" STRETCHER B
DEFNITION - BEEDMG DISTURBED AREAS WITH ANNUAL GRA~86E8 OR LEGUMES REEDING MIXTURE SEEDING RATE fLDJACRE) PLANTMG DATER TO PR0IIIDE TEMPORARY GROUND COVER TO LERBEN 801E ERORION
I T I I GRADED CUT AND FILL SLOPES THAT TALL FESCUE 100 ' 160 LDS, AUG 16 - OCT 15 • TIE WIRE (M6 A ?4" CENTERS , TO BE USED O IE THE FABRIC
PURPOSE - TO TEMPORAR LY 8 AB L ZE f LOW MAINTENANCE) FED. t5 -MAY I TATION WITHM THIRTY DAYS AFTER • • e CANNOT dE SEEDED WITH PERMANENT VEGE TO BRACE IL
COMPLETION, TO TEMPORARILY STABILIZE GRADED AREAS OF BABE ROIL TALL FESCUE 200 - 260 LDS, AUG IB - OCT 15 • BRACE RAIL
WHERE PERMANENT VEGETATIVE COVER 18 NOT NEEDED OR WHERE GRADING WATERW,4Y8 AND LAWNS FEB. 16 - MAY I ° • • • HA~4 NOT DEEN COMPLETED AND PERMANENT SEEDNG WILL DE DOVE LATER (HIGH MAINTENANCE) • • • • J
• CONDITIONS WHERE PRACTICE APPLIES -WHERE BARE SOIL HA8 SEEN EXPOSED BLEND OF TWO TURF-TYPE 200 - 250 LD8 AUG 15 - OCT 15 • '4- 0 ~
DY GRADING, AND VEGETATIVE COVER IS NEEDED FOR ONE YEAR OR LESS. MAY S f90~) AND FED. 15 - MAY I ~ ~4 TIE ROD
RUCH AREAS AS TEMPORARY SEDIMENT POND, DIVER$IONB, 801E TALL FESCUE • • INCLUDE TWO OR MORE IMPROVED • RTOGKPILEB, DUILDMG PADS, ROIK•H-GRADED RDAD BANKS, ETC. ~'~KY DLUEGRABR • • W
vA I TIES f 106) ~ " • • • • • WIRE CLIPS IE8 t0 BE USED TO ATTACH F IC TO F'OSt 0
PREPARATION -PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR R E H OF AT LEAST SIX INCHES 80 AS TO PRODUCE A L008E, !HIGH MANTENANCE) • • • PLOWING TO DEPT ll2" CENTERa
FRIABLE SURFACE; hJCORPORATE 150-1,000 POUNDR 10-10-10 FERTILIZER AND TALL FESCUE AND KOBE 100 L88, FEB. IB - MAY I • • ,319" DIA, ROUN W
AC (NOTE LIME MAY NOT BE • UP TO TOW TONG OF DOLOMITIC L ME PER RE A BPEDEZA " 20-25 LDS, AUG, 15 - OGT 16 • IF A SOIL TEST INDICATES A Ph OF 6.D OR HIGHER) MULCHING IS OR KOBE LE DEEDED ~ • • ROD UYTU
REQUIRED ACCORDMCs TO THE GAME SPEGIFICATIONB A8 FOR PERMANENT TALL FESCUE AND 50 LE?S. NOV. I - FEB. I •
REEDING UNLESS WAIVER dY ROIL 6CIENTIBT, SELECT REEDING MIXTURE AND BER~A LEBPEDEZA 60 LDS. fUNSCARIFIED) • DEBT PLANTMG DATES FROM TABLE DELOW. •
JUL. AND AUG. TALL FESCUE AND 60 LdR, ~..I 'I' f 1, , f 1,
TEMPORARY REEDING TABLE GERMAN MILLET OR AND .,.L~ ' TENSION WIRE h GA, . I ~ . I ~ r l ~
I REEDING ROTE fLBIACRE) PLANTING DATER RUDANGRARR 90 LDR, CRITICAL ROOT fl' PER INCH DBH) SEEDING M XTURE ~ e'. j 1. 8' ~ I I lm' OR 1?' ~I .I ; ~ E I L'I I • in
JAN, I - MAY I TALL FESCUE AND 10 LdB, NOV I -JAN, 90 RYE GRAIN AND 120 EBB. R:YKsR41N 26 EBB. b I• . 'I I, I. I , r FENCE WHERE ~ ' .I I ~ R OR BRACE P08T ~ I I I I' r -NOTE-
LEBPEDEZA b0 LD8 METAL FENCE SILT FENCE WHERE KODE ~ ~ POSTS ~ b' OG SILT FENCE 18 REQ ~ FENCE IS REQUIRED iv , ~ I~ I CORNE .'I LINE P08T I I ' "
MAY I - AUG,16 Ca"I~ BERMUDA- 8 LD8 f HULLED) APR IB -JUN, ~ ORANGE DERMAN MILLET OR 40-50 EBB, ~,q88 B - 2 0 LDS, FEB. I -MAR 90 E ORANC~ , : ~ I ; f SEE GATES FOR GATE POST . I I . I ~ l 60 HEKsHT FABRIC AND UNDER 6H,4~LL -YE?N1,LENE , I, I . DIMENSIONS) NAVE 1? POST SPACNG, OVER b>a FABRIC
RUDAN GRABR fUNHULLED) POLYETHYLENE e SAFETY NETTMG I : , IN HEIGHT SHALL HAVE 10' SPACING ~n' ?~E1tING ~ Date 4-?9-04
RYE !GRAIN) ~0 LBS. AUG. Ib -DEG. 30 ~carlTi~d tss, For 1aa rau end ul~m~r ~ CONCRETE ANCHOR ~ CAPS ARE REQUIRED ON PIPE POST,
/MdY 41I•i1ATITITF Ad7A _ Far ~I''Ing ~s~dling~,_ua u J 1pp~due . ~ _ Drawn BV FINELINE Ced
^ ~wpm8~, w. urw.onn~u ~~ww, i ~ BEFORE OCT. I OR F 10, gM g« iitI 3. ALL CHANGES IN DIRECTION OF FE4f:E LINE
WHEAT FROM OCT, I - Annuals such as Millet, Sudangrass and brain nwt be kept at 10" - 11" n OF 30' OR MORE SHALL BE CONSIDERED Ct ck By A. Will AS CORNERS.
NOV,1b' naximm height, TREE PROTECTION TYPICAL FENCE DETAIL Job No. 04-030
ANNUAL RYE GRASS 40 LOS, AUG 15 - NOV. 30
U,EEPING LOVEGRA88 , b LBS, MAY I - AUG, lb DETAIL L/C2,1 DETAIL M/C2.1 &wet
* WEEPING LOVE GRASS IS A PERENNIAL GRASS 15UT IS INCLUDED WERE NO SCALE No SCALE C2m1
BECAUSE OF ITS ADAPTABILITY TO POOR SOIL CONDITIONS AND DROUGHTY SITES.

ABOVE GROUND ENCLOSURE SIAMESE HOSE CONNECTION w WIl1) HOSE CAPE t CHAINS ~
CLEANOUT SHALL BE ~ IFAGE CAPE TOWARDS DRIVE) 3
GONG. I" ASPH, CONC. SURF. COURSE, TYPE I -Z "J08AM" Mbbm44 ~ NEW ASE COURSE, TYPE H OR 61T, PAVINCs 5 ASPH. CONG, B cAet IRON IN ~ILV DBL, CHECK VALVE
b" ,a,>3C 12"x12"xb" CONC. PAD 4'_~° NOTE
(Ib"xlb"xb" IN COVER SCONE BASE ASPHALT PVM1T,) W-E,,~T PLUG BOLL BOLLARDS HYDRANTS SHALL BE i ~
_ AS INL AS INDICATED CITY OF GREENSBORO ~
~XI9TINCs EXISTING cLEA~IOUT Box ON Sit BACKFILL W/ - ON SITE PLAN STANDARD 3-WAY HYDRANTS, i VALVE BOx
AR ..---LINE OF - - - - - - GRADE VALVE GRANUL i t GOV MATERIAL i EXCAVAT ON 6 t DOVER ~
COMPACT W StOR'M NE ~ I n ~
IN '~'r
LY TRIM \ DRA _ , ACCURATE . ,Q r SUBGRADE TO SHAPE APPROVED BACKFILL , .t.
aF PIPE ACTED PER SPECS. ~ x COMP ~
Q u8 BEND - 4CONG, PAD TO BLDG, W/S xl1 BLOCKOUT i
NOTE 6" DIP
1'_m" i m OD UTILITY TRENCH 0 - TYPE N BINDER b" GATE N TE ~ ARCHITECTURE GATE HYDRANT VALVE MUST BE
TO BE INSTALLED IN TWO > VALVE ~L~ RESTRAINED TO HYDRANt
DETAIL B/C2,2 Z I~~~ LIFTS OF MAIN of I NOTES ENGINEERING MAIN OR TEE WITH TYLER SW vEL aTER HYDRANt FITTING OR EQUAL.
T NCN ~3EDDING No SCALE cABT IRON y WATER RE OR PVC PIPING- FIRE LINE - ZE LINE I, ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE INSTALLED P L A N N I N G ALL MATERIALS DOWNatREAM AgpyE GROUND IN A HORIZONTAL F'081TION,
DETAIL A/C2.1 TONE OF FIRE DRPT. CONNECTION 1 BST OFF yALyES SHALL BE RESILENt BEAT WITH FLANGED ENDS roNE !5E UL/FM APPROVED.
_ CRUSHED S ,q~„L AND HANDWHEEL, INTERIOR D E S I G N OGKING ~ f IOR AND EXTERIOR IRON SURFACES SHALL HAVE EPOXY BL 3, ALL NTER I/AUAUA C550,
~ ~-E I PATTERN CONCRETE BLOCKING TYP CAL PER APPLICABLE SCHEI :ABLE SCHEDULE COATINGS TO GONFOp'1 TO ANS C0~8 WITH ONE
fi ICES SHALL HAYS 4 TEBT 4807-C Koger Boulevard 4, THE BACKFLOW DEV I OF THE INLET GATE VALVE. INSTALLED ON THE CITY B DE Greensboro, NC 27407
4% q NYDRAT` TTING DETAIL 5. APPROVED UNITB - HERSEY 6CM, WILKINB 315, 415 oR 915, Telephone [phone] HYDRANT SE 16YD Se0/BSOv, WATTa 990, 991, 909 oR 009, _
M~' ry 0 UNDERGROUND PIPING FEBCO 815, 860, 8 ~ _100 AMES 400088, 40018SN, 4001882 Fax [phone]
, DE TAI /C2.2 CONBRACO am-100 oR 4m , DE ~ D 500058, 50018s, www.triod-designgroup,com b, APPROVED ABOVE GROI~ID ENCL08URE8 - "HOT BOX",
A ~ A - T TO TRAFFIC BEARMG TYPE (TYPa r dt° p( CLEANOU BE NO SCALE HYDROCOWL, 81'11 lMODEL'~B68-EHPDZ, 880-EHPZD, BIIO-EHPZD,
I n CLEANOUT DETA L BI55-EHAZD) OR BFP IMODEI ~ 640-APD, 800-APD, 950-APD OR 1150-APD) „ 08URE MUST HAVE A DRAIN, PROFESSIONAL OF RECORD:
4 i. 11 ENGL li?'~ °n PENEtRA- L. ALLAN HILL, P,E.
rr ,N DETAIL C/C2.2 LOCKINCs 6EGtI0N B•B q I 8'4" ~ .I ; T1oN atop N CK DETECTOR ASSEMBLY ~,111!'~~, ~ , a DBL. C E i,,~
NO SCALE R NGS ~ JN ~ t ABOVE GROUND INSTALLATION _ ~N OaRO In ~ Ili „ ~
= RING t COYER }COL 4 7 ~ / , „ , „ DETAIL. E/G~.2 ;
n s 1 CORE •~lo HOLE, TYP. Q - I~ ~4 ~4 ;
= `n ~ NO SGAI.E ~ ~ ~ •
4"I m.4m' GRADE RING ~ 2 .D AEA DATA - TENTION R ; BIORE ,F
261 CONES _ Q FI TER BED SURFACE FILTER BED SURFACE PLANTS REQ'D, ~ '•.NG 1 NE~:
1" 4,25' '0' RING JOINT ~ 533' _ I~ TION DRAINAGE % IMPERVIOUS RY L 8 / AC. i` • BIORETEN 10.05 + (~09) % IMP.) AIWA REQUIRED AREA PRDVIDED 1000 STEM ,4q~ AREA AREA f 10~ x Rv x DA.) •i~ SAN
PLAN ASTM G-361 1~mm' ~Illna~~~
5" 133' RISERS I, M.H, STEPg 161' 25 4 n,1x Os048 O,Di~ 0,013 Ac' 13 JULY 30, 2004
4 -m ID 4,mm' 23':14° , . COPOLYMER I Oba Ac,
~4 Ric 1311 " a 2,00' BASE ~ Iii POLYPROPYLENE PLASTIC
_ NOTE NOTE -SEE LANDSCAPMG PLANS FOR PLANT SIZEB AND LOCATIONS
b" in ~ ~ ING TO BE ANc-HORED WITH g~~~ MANHOLE R 1 TION OVER WATERSI~D PROTEC?ION •3 DEFORMED THE GOVERNMENTAL OFFICE HAYING ,~1RISD C tION AREA6 FOR
CLASS B REDHEAD STAINLESS ~rEEL ~ S ALED BPT EN RING AND THEIR A881GN8 HAVE RIGHT aF ACCESS TO THE BIORETEN ATOP STEEL ROD I C110N AND MAINTENANCE EI~ORCEME?'I?,
6'-1m" ~ ~ ANCHORS AND E WE 've AND CONE WITH BITUMASTIC SEALER NBPE
_ - 6'-m" PRECAST INV. 1A 3~n TION AREAS ACCORDING TO CTION A-A OWNER IS REQUIRED TO MAMTAIN BIORETEN ~SBOR,p 81< MANTENANCE PLAN AND AT THE DIRECTIgJ OF THE CITY OF GRE
USE tHIS RING AND COVEa IN NON PAVED AREAS, 31~a" PENETRATION rloN
SECTION A-a 51,8,E C
NoTEa 81 A MANHOLE STEP STAND RD ~
TM G-418. 11" 1 GORED ASTM A-48-61 CONCRETE SHALL BE 4,000 1°81 AS PER AA HOLE,TYP. FOR P' CONCRETE MANHOLE O FOR PRECAST
A MAX, OF 3 GRADE RINGS SHALL BE USED, 4.. Z5° 4 ON NEW INSTALLATION ~ IA) MINIMUM AVERAGE uIEIGHT OVERFLOW D V
ALL MEET ASTM G-~S (4' DIA) OR ASTM G-418 l5 D 33 W/14'ht14" GRATE (COG STD. 410)
STEEL REINFORCING SH RING - 118 L~sg, 10,15 DETAIL. J/C2.2 ToP 9 O
a RED AFTER rl H,18 SET IN PLACE ON BRICKS. COVER - 115 l gg, 8 CONC. BOTTOM t0 BE POU " INY, 904.15 ~ NO SCALE
" I EPTH SHALL BF PROVIDED WITH STEPS I -4 O.C. SECTION TOTAL - 333 t_gg, MANHOLES OVER 3 6 N D it : ~q~p, No. 4 DEfORMED STEEL ROD STEPS ~ ~ ~ ~
STEPS SHALL BE ~-CORROSIVE, PLA81 GRA88 80D FILTER STRIP OR ~1ED INSIDE AND OUTSIDE BUIQFACEB FABRIC 1 ~ ~ v ~
MANHOLE SECTION JOMTS SHALL BE GRa 80D W/FILTER SSARY TO TE 5,4NITARY MANHOLE (WHICHEVER IS NEGE ~ TEST PRE55URE OF 150 PSl Q ~ BASED ON ~ •O
NTRIG PRECAST ~,ONGRE c H RING ~ COYER PREVENt EROeION a~D STANDARD EGCE ,nT,4NDARD MAN OLE ATloru ~ ~ ,~i ~ i~"r NON-PEJ'~~ ~ ~ ~ 4 PIPE ~ ~ / P~ i ~
ITH MONIOLITNI~% BOTTOM ESTABLISH VEGET W / 2,2 AROUND PERIMETER OF DETAIL N C BIO-AREA , , ~ F3 0
NO SCALE ~ ~ ~ N' e
DETAIL C~IC2.2 ,
NO SCALE STONE , T~., , w ~ Q ,l a al C O 4
DIAPHRAGM ~ ~ ~ ~ l i , I 1 / i v/ ~ ~ M h J H Q ~ •J
EL. f' ? HARDWOOD I , , ~y s/i r, w ~ ~ ~ O
SHEET FLOW ~ _ ~ .G. i I ~ I 1 1 i ~ ~ i I~ Q ~ ~ 0 J 1. ~i x~ ~ v x Q i I I I 1 1, , /i ~ ~ ~ ~ J J~Q ~J VJ
BERM ~A~ I 1 I 1 i ~ i ~ i ~ ~ to J J i I I I, n 1~ I ~ H J
EL. E PONDING EL - FILTER BED ' I I I m ( ~ ~ - v 1,~ 1 W ~ NA, iii
. i m i I I I I I 1"~ i v ~ _ F Q n Q AIL ~ W I ~ 1 I MUkGH J ~ V to Q lL
•
1' . , . 4" PVC CLEANOUT ~ i b I
I I I ~ ; 1 ~ ~ ~ BtONE DIA,PY4RAGM pli4 812 1 FT 1 I
• ~ , .SAND. fILTER BED ^ I I I ' r , . , I 21 i~ 1653 1 FT
. ~ OVERFLOW • ~ o o NCDOT nb GOG STD. 410 ' 1 I I.~ ~ v 1 GRASS SOD,FILTER STRIP 2 I I I I 4 I ' I I ' ` SEE DET, 11 45 3241 I FT I I ' ' ~ ' ~ 1 I I I 2 b I
• ~ ~ • , WASHED ST~ , DROP INI.E • . ' 0 Qo W/24 x24 GRATE i I I I k 90 5994 2 Ft 3 I , 1 I I 1~ ~ i• 2 I 1 1 1 4 1
. ' Oo0 00 00 • 0 I , ~ ~ ~ y ~ 4 o PERF. PVC ~ PLUG 4239 I FT
. o . ° 0 GRAVEL 1 SAND BIO-AREA ~ I I I 1 .Xi 8 I I , I I 1„ ~ , 1 FT 1 1 I 1 I 2
. 0 O ' FI TER O Oo " po INV.9m415 L ~ I , I 1 ~ ~ ,r „ • ~ ~ ~ 11 i4 1444 3 1
b EL, 1 i 0 ' GEOTEXTILE ~ i ~ ' ~ K~ 1 1 li • 1939 I FT1 2 I 1 1 I ' i , IO 1~\, / ~ 22 a I 2 6 I
. o 4"o NON-PERFORATED FABRIC A 912,0 ~ ' UNDERDRAIN PIPE 'g' 91015 ' I ' I I ~F ~ 45' 5113 2 Ft 3 I I I ' I I I i' ~ ~ 2 2 3 II 2 C 1-30-04 CITY COMMENTa
AYLIGHT) °O 0 (TO D 4 1 PERFORATED PIPNG 0 ~ m,5% MIN, W/G,RAVEL JACKET, 'C' 910,0 i \ ~ I. I I I ry` I 90' 1(4656 3 FT 6 1 2 • I I ' 1 ~ 4 I 1 1 2 $ I COMf'1ENTa
_ SEE DETAIL ~ gmb,~ , I I I I 1 ,T~ PLUG 1536 1 FT B 1-13-04 CITY
NOtE 'D SOAPING PLAN ~ SEE LAND ~E~ 910,15 I I I I 1 ~ r ~ 10 - N, REV, I ~ I I 3 I A 6-18 04 GE I,,•' I y,. ~ llli4• 2256 1 FT 2 1 I
FOR f'LANTMG9 i I f I I ' , • ~ ' , . 1 3 1 1 1 2 5 i Mk Data DQecrlptlon ' I I . ' ~ ~ ~ / 22 i~ 459? 2 FT
COMPACTED 55-SECTION elms ~ - TENTION AREA CRO OTEXTILE FABRIC SUBGRADE TYPICAL BORE GE 'G 910,15 ~ ~ I I h / 1 I ~ v 3 Ft 5 I 2 2 3 10 Rfvlelon~
~ ~ RIPRAP 0, DEVICE 45 9020 I ~ , P/C2,4 t2 g 2 3 3 5 11 1 ~ ~ ~I ~ BEE DE gm 16651 5 F 2
" DETAIL L/C2.2 ? 6 BCFEDULE 4m PVC ? I ~ , X9/0 ~ !NOTE RI IQ - 3 FT b I 2 2 3 12
PERFORATED PIPE NO SCALE ? ~ ~ CO ~ ' ~ i BE SH PE S LEVEL PLUG 11115. ~ ~ INY, SPRE ) 12
T ? U11TN GRAVEL JACKE ~ ~ , 2 i I I I 3 I " rF i 48 I FT
RFORATED PIPING PE N CRITERIA A EA DE51C~ TENTION R BIORE :ITERIA . ~ R~ II 4 32 1 I , ~ ~ ~ ~ ~ ~ i~ • 6612 2 FT1 4 1 I I 2 ~ ~ 22 a 3 13 2
DETAIL K/C2.2 2 1 45 12988 3 FT 1 1
NO SCALE I. FILTER BED ACE MUST 8E LEVEL t0 ALLOW FOR UNIFORM" • THE FILTER BED SURF MAX~MI~ PONDnJG DEPTH SHALL BE b . THE IFORM 3 N 24 BE b", THE 23916 b FTC I2 1 3 3 6 •L - A A ~ J
PONDING OVER THE CELL. QUATE PER`1EABILIT`' 10,5 FT/DAY) AND PLANTING 801E SHALL HAVE ADE T LIFE IT SHALL CON818t of 5m% > AY) AND BIO RETEN RE 4 n 1 FT/D 2 2 I t aF 50% PLUG 1695b 4 Ft 9 I !B
AREA ORGANIC GONTENt TO SUPPORt PLAN I A MAXIMI,~1 CLAY LE FOR BIORETENT ON LEAF MULCH, AND 3m% toPSOIL W tH 1 CLAY TAI M/~2.2 I ARE FEET MEASURED DE REACTION BEARING AREA N SQU
MAINTENANCE SCHEDU BAND, 2m% tHE foLLOW~G FRAY TIME CF TFE YEAR CONTENT OF 10% OR LE88, THE SOIL SHALL AL80 E FOLLOUIING IN THE TRENCH SIDE AT AN ANGLE SCALE I" • 10' 200(4 PSI IN A VERTICAL PLANE
FREQ~Y THE ~ TFE YEAR cl.I,gRACTERISTIGB DEBCIBPTION METFIOD CONCRETE OF 90' TO tHE THRUSt YEGtOR W
PLANTS PH RANGE 5.9-6.5 ORGANIC MATTER 1,5-3m% "-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY, USE b
MACaNE81UM 35 LB8/ACRE AL AND REPLACEhEN1 SEE PLaNTIWG 1UICE A YEAR 3-16 t0 <-30 AND /ACRE NOTE
YISUAI. MIONiNLY MGNINLY I gpECFICATIONB 10-I TO fl-30 PHOSPHOROUS(p205) Imm LE?S 1 AND REPAIR OF ALL DEAD AND D 8EAt1E'D I (K20) 85 LBS/ACRE SPEC CONSIDERED POTA88 ~ T EXCEED 6mm PPM EROSION VF.~ETATICN SOLUBLE SALTS NOT 0 GROUND ~ 1 TIG WATER SERVICE AND
A>61,l,4LLY SPRING BEYOND 1REATMENT APPLIES TO DOMES CTION ~ WA`~ER MAIN UPSTREAM OF THE FIRE DEPt. CONNE ~
TEST PH i~T~' OR WA VARIES, DEPENDS ON MSECT 2. MULCH LAYER IST OF HARDWOOD MULCH OR CHIPS SEA TREAT ALL DISEASED MECHANICAL 7R CHIPB ' J . VERY ~1 RODa A SAS FOR
OR DISEASE INFESTATION THE MULCH LAYER SHALL THS. THE MULCH SHALL BE VERY A TREES AND SHRUBS BY N~WD WITH AN OPTIM0.N'1 AGE OF 12 MON TIC6 ETC, LNG R~ STANDARD REACTION BEAR
TE8 SOI GLEAN. FREE OF WEEDS, SOIL, ROOtB, PL , 1 L TOXICITY TESTNG EVERY 5 YEARS SERVICE WI4IERMG CF PLANT MATERIAL BY HAND IMMEDIATELY AFTER NJA ONTAL WATEi~ f If E BENDS NOR Z
BFIALL TARE PLA,~ AT ~ ~D 3, UNDERDRAIN SYSTEM IST OF PERFORATED PIPINCs WITH A WITH A SUFFICIENT BEARING
OF EACH DAY FOR 14 THE UNDERDRAIN SHALL COMB I SHALL BE PLACED AT THE SOTTO ORGANIC LAYER I DAYS AFTER GRAVEL JACK.Et, GEOTEXTILE FABR C AY FROM GETTMG INTO THE AT THE BOTTOM C.O~C7, STD. ~I(db x, INTO THE AIWA TO SUPPORT
NAIL WI~VER NEEDED WaENEYER NEEDED ~ ~ aF 7HE EXCAVATED CELL t0 PREVENT CL RFJ'ULGH ANY VOID AREAe BY PLANTMG HAS BEEN COMPLETED PIPE, THE PIPE SHALL BE BGI~DULE 4m PVC AND 6E PLACED ~ I I ACED ON TOP OF CONCRETE NO SCALE ~ FEET, (SEE CIVIL
A THE FABRIC, A RUN OF PIPE SHALL BE SPACED EVERY Im FEET, (SEE c ti PREVIOUS MMILCH BY HAND ONCE EVERY TIW SPRING ~ BY HAND AS NEEDED NI ANS FOR EXACT LOCATION), THE BOTTOM OF THE CELL SHALL BHAL.L
YIHG TO TREE YEARS ITIVE SLOPE TOWARDS ALL Pif'E8, THE LONGITUDINAL LAYER BEFORE APPL q~Y REMIOVE STAKES PROVIDE A POS 7NGITUDINAL WATER LINE STORM SEWER A LNG AREA FROM CUBIC YARDS OF CONCRETE ANCHOR VERTICAL BEND BE R
IONAL) PLACE STAJCES AFTER G>`E BY HAND 01'~E A YEAR SLOPE OF THE PIPE SHALL BE m.5% AND CONNECT TO A STOFE'18EWER NEW LAYER (CPT RE M 1HE SPRIWG SYSTEM OR OUTfALL TO A CHANNEL IN ANON-EROSIVE MANNER NON- DER FOR NQRIXONTAL I ~p TABLEa I~ • 2?~a' BEND 45' BEND -
Y HAND WAVER NEEDED WHENEVER NEEDED YEAR TED PIPING SHALL BE CONNECTED TD THE UNDERDRAIN AND REMOVE DEBRIS AND ALL B PERfORA RDRAN BENDS PIPE DIA. 114 BEND I ~ Daee a-?9 04 ANOUTB. S12r 1653' ~i C,Y, 3241 1,0 C.Y,
MATERIAL BY HAND NIA WHENEVER NEEDED Epp TO THE SURFACE OF tHE PLANTING SOIL FOR CLEANOUTB. fL0A1ABLE MATERIALS W4TERMG OF PLANT NOTE 6 « ~ =i C.Y. 5113" 1,5, C.Y, Drdan By FINELINE Ced
r.,ecv n~v MMITLJP, ePRMCsfALL s~.,~.re?ifvv.i a eutmlr,A _ _ _ _ .,,..r., awe„~.-~ tiun s'~ 1444 ~/a C•Y, 2939 4
CHECK FILTRATION RATE v ~ ° f G^ GENERAL A MINIMUM OF 3 SPECIES OF EACH TREES, SHRUBS, AND DENSITY OF :IMACen, OF Cly.
Y MONTW Y OBSERVE FILTRATION VISUALLY EVERY SIX mWM SPRNWFALL PLANTINGS SHALL BE PROVIDED WITH A MINIMUM PLANTMG DENS pJbPECT PAYEhENT VISUALLY 1MONTNL NC R DEtAILMG, WATER MAIN UPSTREAM OF APPLIES TO DOMESI K, WA r-m v=rw-Y'~F ~.r. 2.55 CN s DENS THE FIRE DEPT, CONNECTION 10.- 2256' '/4 C. Y. 4591001=i4 15 C.Y. 902 tCk IN A Will C.Y. 6611 C,Y, 12988" 3.5 C,Y,
1000 STEMS/ACRE. 8EE LANDSCAPING PLAN FOR FURTHER DETAILING. MJTERFACE FAIR CRACCKM KING - P PEWERFORMANCE 12 3248« 1m Job No. 04-030 C.Y. 111560 30 C,Y, 00 bm G,Y, Ids 13 09
OREAKAGE INSPECT ENEI;*Y DISSIPATOR VISUALLY pJARTERLY OUARTERLY B. BIENTION OVE STANDARD VERTICAL BEND ANCHORS I6 51150 S LARCsER &Wet ORM
AN N Ov OVERFLOW BYPASS SHALL BE PROVIDED TO PASS STORMS LARGER FOR PROPER FUNCTION THAN THE WATER QUALITY VOLUME AWAY FROM THE 51ORETENTION ilh* ON FLUBNED c.o~. sTC.rnm NOTE - BASED ON 150 PSI TEST PRESURE BEING
AREA. TO PREVENT THE WATER QUALITY VOLUME FROM BEING FLUSHED CHECK UNDERDRAW AND VISUALLY TEIRLY (i14R1ERLY OUT OF THE CELL BEFORE IT IS TREATED, THE OVERFLOW SHALL BE SHALL 8E
6TRUCTURSG LOCATED ON THE UPSTREAM SIDE OF THE B10F ETENTION AREA. OvERFL0IU AREA, C2m2

STD, 411 PRECasT arD, all oR a28
EXPAN, JOINT CONC, TOP CURB IW.ET TOP ,q ~ STORM DRAINAGE SCHEDULE A A 10 YR. STORM FREQUENCY
B~ ~ ~ I ~ ~ ~ ccNeTlalcTlow DATA V I DESIGN DATA
BSI ' ' ' I . . L I I BTRJCTINiE OTRJCT10iE TOP NY9QT N MrfRT N MNERT OIR PIPE ~ PIPE 0TR ARb4 AR*A MDI611T 1r?LOII At II.OW IUD PIPE
~ PM'E blg R,01~ YEL • _ _ ~ _ _ _ I NII'DER TTPE ELEvATICN ~ LENGTH OLOPE (ACS (AgiE~ C (NM1IQI fCF6J (CF>~ HEAD ~w s1.oPE ~
8" I • MTL. S I ~ r ~ I YI TNROAI 9~0 2A0 9290 m8m 680 1114
,,d + A A - 1°TYP, I 14"0D Ibm' 008 2A0 11,14 14"bD 006 6b3
~ ,.m ~ ~ EXPAN, S I _ 6 MN 922b 9n,19 DEL •
JO " q ~ I A ~0 ,gyp STD. c ~ ~ B'"J 4 R TYP. ~ ~ 4 ~ «
STD. 411 1,,m + L -L-- - J I ~ 2 DI 9210 920,90 ,60 ,96 680 2J6
5,.m - 3 R,, R NG COVER NorES PLfw w1TN PL~w u~t I ;OVER PLAN I6"SD 16'
T " 3 ",TYP. i 6, TYP, ALL MORTAR JOINTS T~° 8 191/1" ~6 s,u ID"BD 0mD 3,92 3 DI 921b 920b2 92092 bm ,9D 680 1.16
ARE TO BE V?u s US" '-I "401 - I/8"- I/8" I/8"
~'-a" 403 STANDARD CURB INLET THROAT 2!'8D 62' 016 10 662 ID"0D 016 661 p~ p -
DRICK MASONRY CAN , ?'-II" ~ STD, 411 RING " i u I covE ~ 1=08 2 -6 CURB t CxUTTER " BE STANDARD CLAY ~ ~-a" ~ " 6 I/2 , TYP, N D MN 912b 919,39 DEL
BRICK JUMBO BRICK, 3 R STD, 41108 428 I 4 CI 9140 916,92 ,K ,9p 680 86
OR GONC• DRICK o ? CURB INLET TOP I ~
4'-r gat n I 11/8"' FOR DEPTHS OVER ~ 2'-3" • ';1~~;;':,. SECTION A-A 11/8" 4' 11/8" 1b'0D 1b' 006 ,I6 ab ID"0D 0mD 3bm ARCHITECTURE
4 -0 USE STEPS " F " 4 VCP , ~ „ ~ B.J 1 I/8° „ 18° „ D MW 922,6 916.64 9nb9 1 1/8 2 1/8
ON I'-3" CENTERS. S I 8 81~1P8 C I 0. BTEPB SHALL BE I , 1'-II I/4" 90"00 6D' .®mb 9,D6 nb4 0ms 6be E N G I N E E R I N G
` ~ I IN ACCORDANCE WITH I ~ PLAN SECtION A-A a cl 9136 9n16 DEL P L A N N I N G
8TD.4u. MORTAR oR 250fs~ pei COND. ~ ~ ~ I~" b CI 923,9
~ I" ~ SECTION A-A SECTION B-B ~ 91631 ,96 880 llm INTERIOR DESIGN -1/8" RING - 7m LBS. ~ ,
STp. 401 INLET tOP REG~UIRES 4, SECTION E3-E3 ~ DOVER - I15 LBS, ~ p 1m I,Im ID"8D 0mb 3.16
TAN A I MASONRY CU IN T '4 GARS IN STREET FACE, S D RD BR GK RB LE r10 4807-C Koger Boulevard - ~6„ ~1~ 6 cl 9136 91631 DEL Greensboro N
STD. 403 INLEt tOP REQUIRES 4, C C 27407 C ~ 1 MH 9110 9107 9100 7D Telephone [phone]
S M l I aF 1) S ~ BARS IN STREET FACE, C.O~G. 4(d?/ 403 ~ „ D,em 1'14 Fax [phone]
ALL OTHER REINFORCING STEEL ~ I V2 - Ib"bD 160' 01 ' 76 - - 114 ID"DD 01 47D www,trlad deslgngroup,com
STANDARD CURB INLET THROAT Is «4 E3a~s, - ~ 8 CI 919b 918,E 9n1b 9n0i d1 91631 31 Dbm 1,16
REMOVE As MUCH of I ? 1=0 2' - " ~ Y.__ EX STNG R 0 CURB GUTTER ~ u ~ ~ 3/4 3m"6D 232' 006 401 PROFESSIONAL OF RECORD:
PIPE Aa REQUIRED TO INSURE STANDARD PRECAST CONCRETE CURB INLET TOP ~ 1 POSITIVE DRAINAGE, 11b4 9m'6D 006 6,91
C.O~G. "401 /403 ! 1 aF 1) L. ALLAN HILL, P.E. 8ECTION B-B II CI 92110 92),90 DEL
• ~ C.O~G. STD "411 a _ STA>` I STANDARD INLET RING ~ COYER 9 cl 920,4 9n~9 ~ 680 A4 ~N CARp
r ~ I I C.OrCa1. STD."411 .
I 3'-3" I „ 16'9D bm 006 06 ,44 Ib"6D 006 376 ` ~ ~ S~~' .3 NOtEB
8" ?3 8" • 25 V4" 3" Bu Im CI 920A 9n74 91104 Ob ,96 D80 39 . . ' S
TYPICAL PATTERN ' 13 3/4" 3/4" • . ALL MORTAR JOINTS
' 13111" VS° ARE TO BE 1~1" t I~6" I6"8D a' 006 ,u ,11 I6"0p 0mD 3bm 1 0 II CI 92270 9n0 916,15 ,4D 96 680 1A6 ; ;
9 Y A I I A" ` r A A ~ - ~ P RT AL SECT ON Y-Y SI e~~g" A BRICK MASONRY CAN •.G~ N~.
- STANDARD CLAY 9m"8D 238' 0mD 4bm 24.19 30 '~i~( ~ _ BE 'bD mmD 6,11 CAN N,.`
A 5I8° A ;ai8" ! ~~N~~mNN in BRICK JUMBO BRICK, 19 CI 9149 91461 DEL N in OR CONC, BRICK
NOTES i4 - 9 " 1/S ~ ~ - JULY 13, 2004 - a DI 92075 9I6A0 76 ,9b 680 143
CTI X-X ALL MORTAR JOINTS ARE TO @E >~a" :N4y", 8E ON ~ I/S" DEDUCTIONS ~ CONG BOTTOMS SHALL
CONC, TO BE CLASS "B" FOR BASE, q - I" S FOR ONE PIPE BE PAID FOR AS S'~ ll6' .mmb sb u3 15"8D 005
JUMBO BRICK WILL BE PERMITTED. CONCRETE CORED 12" I" COLD PLAN .,API BRICK MASONRY 13 CI 9149 91461 91682 91401 n 99 580 ~I
BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE ~ . ~ ~En. PIPE USED IN LIEU OF CLAY BRICK ~sb 4 15" 4" P SI GM, R.C. ~ 36'8D 86' 0~6 D06 21,43 36'0D 006
io ^ _ ~ STD, /STD. 4ra1 / 14 CI 913,16 13
RMG 1 COVER FOR MANHOLES WITH A VERTICAL WALL DEPTH 33` iZ" 0Id10 0.031 GRATE LE tHAN 11' I ~ " STD, 413 OR 9S , 8R CK MASONRY WALL THICKNESS ~ GRAtE t FRAME 9 ~ .96 e,em 166
413- B SHALL BE 8 , 15" 0,031 0.041 g.. 1 0 iv MANHOLES OVER 3'-b" M DEPTH SHAL SECTION A-A g„ 36"0D Ilm' 006 1906 36"BD 0mb
_ „ L ~ PLAN „ 0.044 _ PROVIDED WITH STEPS 13 ON CENTERS, STEPS IS 0,65 ~ ~ANTITIES b 91313 91313 ,93 .9D 080 6,12
I- ' SHALL BE M ACCORDANCE WITH STD,1~, 414, MI I I BASE H' 96"8D Imo' 006
~ N ~1M AVERAGE WEKsHT i - STD. 400 la FOR 11 36 PIPE, RING - 130 LBS, (C,Y.) IPER FT, HEIGHT) 3410 ~
X X " COVER 115 LBS. CLASS B CONC. ~ 0,198 (d,Z56 ?3 YI 911.11 91211 Q ~ ~
STD. 401 MANHOLE IS FOR PIPE OVER 36 . ~'OTAL -346 LBS, V 36"8D 4m ,mme C
" SECTION A-A ('~14IOU 60 s' FOR MANHOLES OVER D VERTICAL WALL DEPTH STANDARD MANHOLE RING t COY 1 A-A 24 PED 91?0 ~
ICK M I ER BR ASONRI' WALL TH CKNESS SHALL BE 11 g" BEGIMIING AT D', 1=08 BRICK MASONRY MANHOLE STANDARD BRICK MASOr!RY DROP
!RY DROP INLET FOR 24" x 24" CxR4TE ~ cl 9/a,4 914.4 ~m ,96 680 270 ~ ~ ~ ~ t0
C.O~G. 5TD "413 2f`bD am' m2 i ~ N 110 I6"0D 02 4A9 ~ \ ~ \
C.O~G. $TD!41~ STD. 410 ~ n CI 9144 9110 9116 mA6 ,96 680 1.46 O
I6'0D 48' 00b6 ,9D 466 b'0D DODO 171
l'40fd) b'-4" 9" 9" SLOPE AS INDICATED
l~'42U ~'-4" 4' QN PLANS 11 01 926b 9190 OEL o ~ 0 4' \
b YI TNRDAT 9130 8m L 9?1.m 96 580 4,41 y
SECTION ON CENTERLINE 8"8D IOm' 01 ,Om 4,41 15"0D 01 576 C Q
83 6'IQD ~
STANDARD PRICK MASONRY STORM SEUIER MANHOLE 4 ` N ~ 19 DI 928,90 9220 911,16 bm ,96 6,60 1.11r ~4 dARB S~ 812b8 Q 1 + Q
C.O~ ~G/U/ ~ ~ - Q 1 ~ I6'0D 130' Om929 ~ L90 1,n M '0D 00929 DOD
L ca. PIPE y 1m DI 9156 92066 6~D 91096 .9m 6! 6,00 4,99 ~ ~ 92196
t ~ I. ~ ~ I6'0D 104' 0166 1,20 D,13 b"0p 0166 1,96
„ PLAN . I/I6
11" ,G' M, ,G' 'B' DOUEL (BAR "X') ?I DI 9156 9nb 9nO 7m 95 6 ~ ~ ,B, 8m llm CONST. JOMT 18 USED)
I~" _ PENETRA- 24"bD Ibm' 0063 936 16.01 24"6D 0063 19?
8 3/4" - I/8" ~ tION STOP END ELEvATI - ~ END ELEvATION 6,~ ` ?2 MH 9210 916,16 9n06 916b6 0
~ NEADUI4LL OM'ENaION DU14LL OM'ENSIdr6
5/S° ° I" ° II/4° i i i i COM'10N 0 o u I I I I I I I I COM'10N SINGLE DOIBLE 14"6D 206' 009 996 1681 24'6D 009 1.41 'H' 'B' 'G' 'L' 'M' 'L' 1HRDAT
p Q - I/4 I/4° I I I I I I I I ~ H B 0 0 = I I I I 13 TI 9200 91380 9q,11 91121 17D ,96 DAm 6,69
C I I 15" 3'-4' 1'-S' I DOUEL 2 3'-4" 1'-S" 2'-b" 5'-0' I'-11' b'-II' 42"BD 4m' 049 6,10 61,11 41"60 049 634
I I I I I I I I 18" 3'-1" II-I®" 7 Q _ - 14" 4'-I" 2'-I" 3 3'-1" I'-10' 2'-II' S'-10' 1'-3" 8'-I" 4'-I' 2'-I" 3'-S" T'-4' 3'-0" IO'-4' 24 PE0 91076
- ~ ~ 3m" 4'-1" 1'-4" 4'-1" 1'-4" 4'-5' 8'-10' 3'-9" Ml'-1'
~ ~ 'L' 36' 5'-I' 2'-T" 11' cn 5'-I' 2'-1' S'-Z" 10'-4' 4'-b" 14'-I®" 26 CI 919J8 916,16 18 ,9B 580 164
42" 5'-1' 1'-Is3' 8 6'-1' 1'-IO' 6'-II' II'-10" 6'-3' n'-1" b'-i" 3'-I' b'-8' 13'-4' b'-0' 19'•4' 0mb ~ 164 I6"RCP 008 6b
ELEYA110N 48' b'-t" 3'-I' b CONSTRUCTION 26 CI 919J6 914,98 914,16 18 ,96 680 Ib4
JONT B 1-13-f~4 CITY COMMENTS
COPOLI'MER 16"RCP 116' 006 b6 906 ID"RCP 008 66 A 6-18-04 CsEN, REV,
POLYPROPYLENE cNCDOT STD, a~s~u PLASTIC 83800 16 CI 916b1 913Am BEL
DETAIL ~/C2.3 Mk Date Da6Crlpt1011 ~/C2.3 21 u ~ 916b1 9x89 ,19 .96 680 J2
No SCALE ~E R~v1610116 I6"RCP 4m' 006 J3 ,12 IB"IiCP 0mb bb
"3 DEFORMED STOP STEEL ROD
28 CI ~ 916b1 9rlb9 913A0 9pA4 ,13 ,96 680 .12
4'-0" NOTES sECTION a-A „ ib"RCP 86' ,F+:26 82 4b1 I6'NiGP 016 68
4 PENETR4TION 8 1-8 8 DEDUCTIONS ALL MORTAR JOINTS 29 FE6 91016
FOR ONE PIPE ARE t0 BE 1l1" f Il8"
STANDARD PLASTIC STEP 9m CI 9333 9293 ,I6 .96 Db0 89
PIP ~ - FOR BRICK MASONRY STRUCTURES cM. R.c. BRICK MASONRY CAN a c SIZE A A _ • RI COCs STD, 411 40' ~ ,D 83 16"RCP 01 bb
E ~ ~ BE STANDARD CLAY RING t COVER 31 GI 9333 9?860 9183 ,Ib ,9D 6 ,00 83
C.O~C,. STD. 414 I~ OmsO m~31 ~ I I BR CK, JUMBO BR CK, r ~t
15" 0,0~i 0.041 OR CONC, BRICK I6"RCP 320' 04 3m Ib b I6"RCP 04 60
iA 99 CI 9200 916b DEL
18" 0,044 0.06 CONC. BOTTOMS SHALL NOTES 92 CI 9100 91D,94 ,8 ,95 680 83 W
BE PAID FOR AS CONCRETE SHALL BE CLASS 'A' 15'RC1° 01 ,D a3 D
BRICK MASONRY 4,_ „ 0 "RCP 01 66
COG, STD, 4Z5 TOP SHALL HAVE A SMOOTH 33 CI 9200 916.94 9196 9151 ,D ,95 6,pQ~ ~+3
8" x 8" BRICK CONC, COVER FINISH " 0 RCP 9m 066 A6 392 Id"IVCP 06D 1b ~
PIER AT EACH 3" 94 fE8 910.16
CORNER TUJO 66-1010 3" COURSES NIGH 3" RAD, TYP, RCP DENOTES CLASS III RC WITH T
P ONG11E AND GROOVE JOINTS AND BUTYLMASTIC SEALANT _ SD DENOTES DOUBLE WALL HDPE PIPE WITH CLEATED LOCKMG JOINT6 lHl-Q BY RANCOR OR N-12 BY ADS) 0
7 GI DENOTES COG STD, 401 CI CI ~ pENOTEB COG STD, 403 GI
QUANTITIES ~
BASE H PIERS YARD INLET T
IC,YJ IPER FT, HEIGHTIlC.Y, EACH CLASS B CONC. ~
~ ~aG ~ ~z~ ST,4ND,4RD 4 x 4 PREG,45 PREG,4ST GDNGRFTF Ddte 4-?9-04
SECTION A-A
YARD INLET COVER WITH RI STANDARD 4' x 4' BRICK MASONRY YARD INLET CA,G. '425 WITH RING 4 COVER Drawn By FINELINE Cad
0415 C =k By A,1401
Job No. 04-030
G.OG. '424
~t
C2m3

j.- BERM
2' MM. T' M.) 'L' S' MM, ~ NCpOT
LMER (IF REQ'DJ CLASS 'B' bTONE
STEEL FENCE POST ~ NOtEb ~ I. Q1 AND Q10 BASED ON 11= 5.5 I I' THICK NCDO ~ ~ ~l 11= 5.5 IN/HR Ilea= 1.1 IN/HR r518TONE
I i
WIRED t0 P08f (OPTIONAL) ~ HOG D9 1. PERMISSIBLE SHEAR bTRE88E8 FOF , 9 I aTREeaES FOR I ~ _ '8F ~ ~ ~ 'H' 1
EXCELSIOR 155 PSF 91" MM. WIpTN ~G COMPACTED ~ ~ SOIL EXCELSIOR CURLER II 1ld P8F N ~ iX II 1ld PSF
FILLER FA$R ~ ~ O~J1 +F1. EXCELSIOR CURLER III 13 P8F GN ~ ~ NORTH AMERICAN GREEN P-30m1' :X III 13 PSF 'B' MIN. CU FT/AC 1 0 080 I
® 0'0` 44 GiQEEN P-3mmP 6.m PSF L 1 I ~
STONE - , W. , O O, ~n DRAINAGE SUTALE 0 0
• ~ FILL ELOPE ~ ~ 0 SUJAL.E SC 0 ~ DRAINAGE ~UJALE SCHEDULE Q
~ ~ • ~ ITION LINER , 0 0 d~ bIUALE carp ~H' ' ' 'B' 'T' ELOPE MAx, FLOW MAx, FLOW vELOCITY MANNINGa SHEAR LINER D DEPTH fCFb) fFPB) n FORCE (PSF)
GRADE ~ 6 'b~ 1% 0 0
• ; . OM1 •~0 ' EXCELSIOR 3 I' I' 1' mID15 mb1' 4,11 1.16 m1d33 m,51
WIRE AND FABRIC TO BE •.Q I TEMPORARY EXCELSIOR r TRENCHED b" MIN. . ' Q ~ ` I PERI"IAIrENT GRA88 ~ "M GRASS 3 I' I' 1' m~15 mbb' 5,81 1,98 m1d31
INTO GROUND AND BACK- 8 . 1 TEMPORARY EXCELSIOR ' 91 3 1' 1' 1' m~15 m.58' 3.9m 1,45 m,mbb 181 FILTER EXCEL OR FABRIC
~ FILLED WITH STONE. 6 tYPIGAL 1 PERMANENT GRA68 GR~ 3 1' 1' 1' m,p15 m.45' 4.64 4.38 m1~31 R C H I T E C T U R E A
SECTION GEO-TEx ' EXCELSIOR 3 I' I' 1' m~16 mb5' 1,9p 13m 066 ®bl CR088 SECTION
NOtEb LINER 3 1EMPORARY EXCELSIOR 1" TO 3" COURSE AGGREGATE. TEMPOR,4RY DIVERSION DIKE 3 PERMANENT GRASS GRA86 3 I' i' 1' m~15 m.44' 1,41 1.31 mfd31 E N G I N E E R I N G
P08T METAL - b' LONG, TRIANGLE BEEP 1, STONE SIZE • 118E USE CRUSHED SCONE. ' EXCELSIOR 3 P 1' 1' mld3 m.41' 1,5m 1,58 m~bb m,19 P L A N N I N G
D TAI G/G2.4 4 TEMPORARY EXCELSIOF I 31 MIN. WIpTN HOGWIRE, E ~ T GRA88 W RE 4 PERMANEN GRA88 3 I' I' 1' m~3 m.33' 188 186 m~31 ~B~ OVERFILL 6° INTERIOR DESIGN
GAUGE LINE WIRE 1. LENGTH - A8 EFFECTIVE, DUT NOT LE88 THAN I~ FEET, 10 NO BCAI.E 3. THICKNESS -NOT LE88 THAN EK~H'I'f8) MCHEb. a~ FOR SETTLEMENT
FABRIC PROPER lBY AMOCO) OR EQUAL. 4, WIDtH -NOT LE88 THAN PULL UNDTH aF ALL POINTS OR 15. DETAIL DETAIL D/C2.4 DEa1GN eErnED
STONE ~4 WA81•ED STONE, TO BE PLACED ,WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED PLACE RIP-RAP AF~OIND L NO SCAL b DEEP. 5 t 4' WEIR MM. 4807-C Koger Boulevard NO SCALE OP Greensboro, NC 27407
lsa' APART. TO REMO~ SEDI~1fNt TO ENTRANCE ONTO PUBLIC PIPE AS DIRECTED BY aEE SCHED, 80 Telephone [phone]
BPA,CIIrG pLACEhENt OF P08T8 USMG HCGWIRE TO BE RKsNT OF WWY, WFEN WABHArG IS REQUIRED, IT SHALL BE THE ENGMEER I°LACEMIENf OF F'0$TB WITHOUT HOGWIRE TO BE b APART. ~ ~ q~q STABILIZED WNTH CRUSHED STONE WHICH DONE Fax [phone]
DRAINS INTO AN APPROVED SEDIMENT TROP OR SEDIMENT www.triad-designgroup,com 0
SILT 1=ENGE BA81N. ALL SEDIMENT SHALL BE PREVENTED PROM ENTERING ANY STORM pRAINpITCH, OR WIATERCOURBE THROUGH USE
G.O~Ci. ~i ~b aRDS OR OTHER APPROVED OF SANpBAGB~SRAVEL,BO X p 3 o EMERGENCY BY-PASS A ~ ~ 6= BELOW SErnED PROFESSIONAL OF RECORD:
METHODS. ~ A LL ~ 0 TOP aF DAM L. ALLAN HILL, P.E. ~ 0 0
DETAIL A/GZ.4 b. MAINTENANCE -THE ENTRANCE SHALL BE MAMTAMED M A CONDITION WHICH WILL PREVENT TRACKING OR FLOWI1rCs OF ~ 2/I 81DE SLOPE ,~~tHrrrrrrrhr
NO SCALE SEDIMENT ONTO PUBLIC RK~F1T8 OF WAY, TH18 MAY REQUIRE ~ MAX, N CARp .n ~ ~ ~ ( .
PERIODIC TOP DRESSING WITH ADDITIONAL STONE A8 CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY MEASURES SEE BCHEPULE FOR 0 W ~ • S ! -0" VI SI • ~ DE ELOPE ~ ~ S
USED TO TRAP SEDIMENT. ALL SEDIMENT BPILLEDpROPPED, SIZE I / MAX. NATURAL ~ ~ ~ 2
WASHED, OR TRACKED ONTO ~LIG FiIGHTB OF WWY MUST BE _ D ~ Ill SLOPE ~ , 1 ~p p
REMOVED M•EDIATELY, PLACE RIPRAP UP
SIDES of DITCH ~ yEL CONSTRUCTION ENTRANCE ~ (3~ MAX. 4 FILTER 3' MIN. MAX. 4 FABRIC ~ •,,G ~ N E,,~ ~
~ ua" WIRE MESH NOTE ,,.q
Ta' ~ C.O~G. X436 FILTER FABRIC WEIR T CONTROL STONE SHALL IAN N~~`~ - SEDIMEN STONE SECTION rrrrrrrrrN~~~ 0~ BE No. 5 OR No, 51
NCDOT TYPE 1
DETAIL B/C2,4 VIC I IPE OUT ET EROSION CONTROL. DE E TYPE P L " a SHALL BE HARDWARE AUG. 10, 2004 ' -WIRE MESH 0 Y SED IMENT TRAP (10 YR. STORM) 0TH 13 GAUGE MIN. AND SHALL TEMP RAR e v cL =
No scALE (SPREADER) iv HAVE U4 MESH OPENINGS. TRAP p~,~ DISTURBED BED. 810RAGE BED. STORAGE SURFACE AREA SURFACE AREA BED, BOTTOM TOP BOTT,
GRADE 7 AREA AREA REQ'D. (CF) PROVIDED (CF) REQ'D, (SF) PROVIDED (SF) DEPTH DIM. (BxL) DIM. IBxL) ELEV. r -TOP OF MESH SHALL BE A MINIMUM lOml x alp) lppl x Qlp)
DITCH SLOPE FOOT BELOW THE SHOULDER
T C 0 EYICE SCHEDULE UT E ONTR L D ~ PIPE 0 L FILTERED SEDIMENT ~ ONE OR ANY DIVERSION POINT, I 1.1 AC. 11 AC. 396p CF 6p8p CF 3915 SF 4m48 SF 1~ 32k8p' 445c91' 9p1m CONTROL
STRUCTURE TYPE 'W' 'L' d max, d 50 d min. 't' 'Q' ~Y' WAR I'-b" vARIEB 2 3b AC. 3b AC. 648p CF 8151 CF 53pp 8F 5331 SF 1 315c1~1 43kO4 9~m ' VARIES y STONE -STEEL P0618NALL BE 5 FT. IN lm ~ ISpp OF yH8 ~ 1412 gF 1485 BF 1 15k43 11k55 9p4,p
MM. HEIGHT, AND BE METALLED 19' DEEP 3 Ibp At:, T~'P, 4 p9 AC, m,9 AC. 161p CF 1619 CF 1325 SF 1315 SF 1b' Ipk38' 1bk53' 81p+p ' MMY AND BE OF THE SELF-FASTENER 5 pb AC p.5 AG, °+pm CAF 9pp CF 136 SF 816 BF 3' bkl6' 24'x34' 911b
ST +24 l42"J I 24,5' 40' 12" 8" 5" 18" 1.59 fpe TYP. R SECTION A-A TYPE. b 1,5 AG. 15 AG, 21pp ~ 3144 CF 11p8 BF 2244 8F 1' 15kbp' 33'xb8' 9p1,p
ELEvAt?ON _ SECTION A• STR +29 l18") I 10.13' 4m' 12" 8" 5" IS" 8,34 Fpa - WOOD P08T SHALL BE 6 FT. IN S IMENT TR,4P O
TOP OF BANK BEYOND 5 ~ ~ " 8.5ra a METALLED 1,5' DEEP ED
' IN. 10P OF STR +34 l18 J 1 10.5 Ora 12 8 5 IS }'p T I -DIRECT 101` I M MUL WEIR EL. 119,0 ~ TIONAL FLOU1 HEIGHT, AND BE ISL4ND ovER ~ IREC MINy AND BE 3 IN DIAMTER TAI /G2.4 INLET ~ O DE E 4 MIN,
BIO-AREA l15) I 8.16 1,5 12 8 5 18 0 a _ A MAXIMUM ~ ~ O POST aPACMG SHALL BE
ROCK INLET SEDIM ~ 1 QETAIL G/C2,4 ET SEDIMENT TRAP NoacALE DIVERSION F C OF 4 O.C. IKE ~ r ~ D ~ ~
'S WASHED STONE ~ DETAIL. I-I/ AIL N/C2.4 No. of 11"~ _ _ - . O DA. - _ L
I NO SCALE (ACRES) SLOPE DRAINS HOLD-DOWN ~ _ - O NO SCALE 81AKE8 - _ ~ - O
~ NCDOT NO SCALE - FLOW _ p CLA,Bb 'B' STONE - - 3/i O
_ ~ O
5' EL.118m VARIER (SEE PLAN) 5' 2 - - - t rs~r 1.0 _
n ~ 15 3 ~
F P` _ - ~ O
I'MIN. 4'MIN. N 5' 6 _ I=I ~ 1.0 4 ~O - - - - ~ MLET ~ j; I_ ~
~ y
SECTION cu LEA i = I - n'1'~=T?* S1,OPE _ - - _ - - - _ - - -I 11- I I C - - - I- ~ - - - = I=I I 1=1 ~ Il o PLASTIC is
- - - _ _ I I_I I I_I II III bOD _ _ I III _III III ROCK GNECK DAM STONE LEVEL ,1= _ _ _ , _ _ _ _ _ - I I-III-III- rr" - - i CORR.IG D
- - - - _ 1_111_111_ ER _ _ . I_I 11 11 _ SPREAD _ I I I -III II - - -III-III- PIPE -ti O . I-III III II O - - - I T ~ 0 Y S OPE DRAIN '0
_ _ _ = I=1 I I=~ _ _ II II , _ III III / 24 II III DETAIL F C . - - -I I E''?P R4R L ~ -III I• ti II , ~I I I-' ' 00 C
NO SCALE • ~ DETAIL L/C2,4
9 LEVEL ~ ~P •P STABILIZED ~ ~'~E O O
8' LEYEL SPREADER of bPRk:.~DER ADER OUTLET O
TNlALL EL. 918,1 CLASS A DETAIL K/C2,2 RIP-RAP O L
No SCALE 3/4" C~gAh1FER MFER ~~o i ~ 3 OR FADE 0 0 0
TAIEIR EL. 9150 ) °
CONBTR JT, 1'-0" LAP I/1 xl/1 IMAX, SCREEN MATERIAL
1x4 KEY TNJALL EL. 918.1 4' MIN.
~ ~ • ~ 11/2" CLR ~ LEVEL SECTION T TENTION POND OPERATION /MAINTENANCE ~ U1E DE
3"0 ~ 3 ' , ORIFAGE HOLE
I , Ir D , - A. THE rOLLOWNG TASKS SHALL DE PERFORMED AFTER EVERY RW-OFF t'ROOUCMG
EL. 9105 ' . p ' . +5+14" E.~. FACE PERT. D . PERT. 61 STD. 1'-0" b' RAMFALL EVENT, OR MONTHLY Ab A MMII'AM, ACE ~ ~ GUTTER D g-~-f~4 CITY COMMENTS RIP-RAP I, REMOVE DEBRIS FROM TRASFI RACK
T/SPILLWAY EL. 915.0 - C 7-3f~-(d4 CITY COMMENTS ~ 2, CF~CIUGLEAR OBSTRUCTIONS fROM ORIFICE OUTLET,
FLANGED h ~ WWTERBTOP STEEL 'IC'ED ~ ~ " ~ ~ TAPER CURB -
cLAbb I ~ +4®18" EA, FACE NORIZ. ~ TRASH RACK r 3. CHECK FOND BIDE SLOPES AND DAM EMBANKMENT, REMOVE TRASH AND REPAIR g 1-13-04 CITY COMMENTS .K 1/8 MIN. STEEL FLUSH UU ~
RIPRAP I a TR FL,aryGE r - ERODED AREAS. - - TRASN RACK GUTTER I ;p g, REMOVE SEDIMENT WHEN DEPTH A 6 18 04 GEN. REV. N ~ 4. CHECK 6EDIMENT LEVELS DEHMD BAa*LE
FILTER FABRIC ~ I1 3 o ORIFACE HOL I REACFEB 3/4 6AfF:LE HEK~HT, Mk Dais DsscrlptlOn
PLAN ~ IuALL ~ = _ ~ ~ D, THE F'OLLOWMG TA81K8 SHALL DE PERFORMED EVERY THREE MONTHS. --Q_NORMAL POOL Rsvlelons
RETAINING WALL U1EIR TION JT. ~ CONSTRUG - - - - - - I, MSPECT STORMWATER COLLECTION SYSTEM f PIPING, BTRUCIUREB, ITBW ~EB~ EL. 91ra.15 ASPHALT FOR PROPER OPERATIOF4 REMOVE TRAbH, SEDO'ENTB ~ OBSTRUC
Zx4 KEl' • ' , DETAfL ~~G2.4 T EL.911b9 EL.916A7 DETAIL N/C2,3 SURFACE eYaTEM.
100 YR 8 ORM No SCALE NO SCALE ~ • WATERSTOP I'ERSTOP 1, INSPECT RIPRAP ENERGY DI881PATORB FOR ER0810N AND WDERCUTTING,
916b4 ~ ' 10 YR STORM EL EL. 91fA19 R1F'RAP PAD EL. 908.+9 REPAIR AS REQUIRED.
1 YR bTORM EL. 915b5 - - - - - - - - - EL. 910.m o 0 0 ° ~ - ~ +5+12" O.C. PLAN I _ P 3. REPAIR ERODED AREAS AND RESEED BARE SPOTS THROUGHOUT, TO REDUCE '12 O.C. 3 STD, 2'-0" R P RA sEDirENT GENERATION,
.9ra5~ ~ ~ ~ - EL ~ ~0 ~ ~ i 1.5/I CURB i GUTTER SLOPE PROP. 4, INSPECT POND OUTLET DEVICES AND CHANNEL DOIWSTREAM aF DAM. REPAIR KJ Z
FOREBAY SEE PLAN EL. 9181 ~ ' C 6-+5 3 I T L AFTER ALL A,REAb DRAINING ^ U GRADE uNDERGUTTMG oR DAJhAGE to t;Fb4NNEL LMING, ~
NS AL o o T/F' INTO POND ARE STABILIZED EL. 9ta3A7 T/FTG. IDENCE aF SEEPAGE OR OVERTOPPING, Q 6, CHECK DOWNSTREAM DAM FA,GE FOR EV
I ~ o ~ EL. EL. 906.0 in ~ c. TFE FOLLOWING tASKB 6HALL eE PERFORMED EvERY elx MONTHS, F., i
RIF'RAP PAD FLOODWATER STAGE ~ ~ ~ . ~ ~ ~ ~ _ BEEpET.J/C1.1 ~ - -~pp / T 8 1URE. REMOVE ACCUMULATED SEDIMENTS W \ I. INSPECT MTERIOR OF OUTLE TRUG
r ~ e W - TEMP. W,Q. STORAGE EL, 9100 . ~ ~ ~ ~ - ~ y TIONS. ~ - ~ ~ oR oeeTRUC Z / ~ . I~
, ~ ~ ' \ 1, CHECK POND DEPTH AT VARIOUS LOCATIONS. REMOVE ACCUMULATED SEDIMENT6 0 F DEPTH IS LESS THAN 3/4 SPECIFIED, z
- - - - - - - - 2 PERM, WA. S10F'AGE n is ~ tJ
n I ' - 15 ANCHOR SYNTHETIC 3. CLEAR TREES AND eAPLMGe FROM DAM EMBANKMENT. W y 0 FILTER FABRIC INTO
- - - - - - PERM. SEDIMENT STORAGE D, GENERAL o THE EARTH oc
2 u I. MOW POND 81DE8 REGULARLY TO MAINTAIN MAXIMUM GRASS HEKeFIT OF 6", ~ eeee SECTION
I' THK NCDOT NCDOT ~ $'-(d" NOTES EXCEPT WETLAND GRASSES 0 1, REMOVE VEGETA110N WHICH GROWS WITHM POND, W CLASS A RIP RAP TO BE USED ALONG PERIMETER W
518TarE CLASS B bTONE OUN EXCEEDS TABULATED TINE,
CONC. SUE I R I - REQUIRED FOR 3. MONITOR POND DRAUAOWN TIME. P oRAWD QUANTITY OF R P RAP REMOVE OBSTRUCTIONS F~OIM RISER ORIFICE, Y.
IMENT BASIN 'A' DETAIL K/C2.4 W T DETENTION POND / SED E ONE GUTTER U)ILL BE 12 S. 4, MSPECT EMERGENCY SPILLWAY. REPAIR ERODED AJQEAS AND REMOVE OBSTRUCTIONS,
NO SCALE CURB OPENING ~,~~,,,~D, 6. PROVIDE PUMP TO DRAM POND FOR
DETAIL. M/C2.4 EROSION CONTROL DEVICE
No SCALE IN ER'S CERTIFICATION OF POND AND DAM SAFETY DETAIL P/C2.4 ENG E
S pIMENT BA51N GALGULATIONS E NO aCALE ,~~~Ntrurrrrrrr I, L. Allen HUI, PE. eertify that the ~toreweter pond and dam ahoux~ on thu plan at~r.Fia
STORAGE SEDIMENT TOE MAX. SED. DESIGN pEWATER WEIR TEMPORARY SEDIMENT BASM 'A' SHALL BE COMPLETELY CLEANED OF SEDIMENT BAbN DRAINAGE DISTURBED SED. STORAGE SED µ DIMENSION DEPTH OUTLET FLOW lQ1) TIME LENGTH ,q~ UPGRADED t0 FUNCTION AS PERMANENT DETENTION POND AFTER ALL PERf1ANENt T ~N r~• ireeenta of the North Carolna Blare Dam Safety Le. of 1961(Aa Amsrded Through 1995) _ 4 ~ requ 4-29 0 AL FROM THE bTA1E ON ~ ~ • lauora as a+ the Nash Carolina Ade~natretwe Cods ?iris 15A; Date NOTE A COPY OF THE APPROV • tQ~ E S 5 / .,.9 : and the Rules end P~'~'~ len is determined
~ AREA AREA REQUIRED PROVIDED DEPT Lad Cad7ROL METHODS ARE ESTABLISHED AS MpICATED ON FINAL SITEWORK ' 3"i ORIFACE 89.4 CFS 1-4 DAYS 8' ER08 THE SAFETY aF THE DAM WILL BE PROVIDED TO THE CITY ~ ~ CF p ~ ~ ~ . per, fety, Even M the teas ushers the dam ahoun on tFua p DfdWn FINELINE Cad
,.,r e~ ~a~mm rF X8914 CF 6 WA b PACKAGE DRAWINGb, OP GREENSBORO PRIOR TO ISSUANCE OF ANY CERTIFICATE ~ - - 'L : ~ ~ ~ Sue. co k» exwrot froe tYr ebow noted Dee Safety rsquire~nenta, I, ae the qualified
A T7 If f8i nw r . OF OCCUPANCY a SEAL -akaft-I e__n cortify Shat the pond end dam are desigried to be "to and adequate for vo
• and dow*tream , I understand that this CG~ek IN A. HIII 15809 protection of public hsaltFt urety Welfare, ~°a°"y+r and dam WEIR ; oartification as the design wvmear shall not relwwo the o~ operator or 010 por'd job No. 04-030
DETENTION POND CALCULATIONS UlEt OFF SITE NT SEDIMENT PENT SEDIMENT STORAGE PERMANENT IN FOREBAYS PERMANENT SEDIMENT EDIMENT W.Q. W.Q. RELEASE TIME OF 1-100 0-100 LEP{~sTH ; .0 : from the legal dunes, obligation, and babilities ar fr such ship or operation
ON SITE T SEDIMENT T-UPON A VG. V. STORAGE PROVIDED STORAGE REQUIRED STORAGE PROVIDED (NORTH) + (SOUTH) = ITOTAL) STORAGE REQ'D. M FOREBAYS 0 DRAINAGE BUILT-UPON N FOREBAYS OUTLET TIME CONCENTRATION I-10 Q-10 ,.tiO I NSF;. i` .dJ11QOl
AREA DRAINAGE GE AREA L DRAINAGE AREA PERM. STORAGE DEPTH SA/DA REQUIRED PROVIDED STORAGE REQPERM. 16,4 POND AREA POND AREA TEMP, W.Q. TEMP, W.Q. PERMANENT X 10 MIN, 58 IWNR 96.3 CFS 8,00 IN/NR 13203 CPS 8 104 XA % Sire and Seal of NC Licensed P 301 4,93 DAYS Wr (AN gna ~#000p~q~ Professwnal Engineer C2A
10,163 CF 19/645 CF 1,359 OF + 1,359 CF = 14,118 CF 8014 CF I AC, 515 FT 156% 16,119 OF 401400 OF 41/658 CF 141,104 CF 43,11 AC. 14.86 AC, 0.4
F!PE SHALL BE 14 GAGE HELICAL ALUMINUM OR EQUIVALENT