20081217 Ver 1_Site Plan_20090107

CALL'S. ALONG 60' ACCESS. BASEMENT ¦
LINE BEARING DISTANCE V
END L-1 S21'02'43'W `:65.26' .LEG L=2 S43'31'S4'W 101.6Z' F°nhe a D,; Sl'
EIP Exfstln Iron PI a L-3 N43'31'S4'E 113,36' 9 P ~
. ew Iron PI a L-4 N21'02'43'E 3.19'. ~ NIP N . P .
Bench Mark ~
e CURVE TABLE. . Control Nall 5 SITE ~ ~ V Z Z
CURVE LENGTH RADIUS CHD, BEARING CHD, DIST OPT Calculated Point (NOT SET) Cl 271A2' 23D,00 S7T1T19`W 255.61 i
RR S Ike Rail Road.S Ike ~ , . reS Wlt In ccesS asement an ,;,1 P P ,28' 290.00 N7119 06 E 270.38 nC u es C APP Power Pole C2 281 ent and Z ~ o
I ~ , ~XtP Light Pole:•, ores Wlt n 1 t-o - a o rive
Dro Inlet.. ' ? P Drive a w
_ ~ Curb Inlet CALL'S ALONG DELINEATED WETLANDS o~ : ~ ~w~
QS Sanitary Sewer Manhole LINE BEARING DISTANCE o W ~Hx~
ole - - 0 ` ` N36'4T08'W : ` 10.94' Eo~~y ® Storro Drainage Manh SCB 11 TO SCB 1 Z z~ac°
CMP' Corru ated Metal PI a SCB-10 TO SCB=9 " N10°20'2TE 2L90' _ ~ azzo~
- RCP A Relnf orced Concrete Plpe SCB-9 TO SCB-8 N00 40 25 E 21.24 0 ~ -oHE- Overhead Electric Line SCB-B TO SCB-7 N15°26'39'W 17.58' '
- SCB-7 TO SCB-6 N25'20'll'W 20.08' n ~ -GAS- - Gas Line - - i~ ® ~oooa CAT 1 MAP ~ w ~ ' L O Z z ~
'SCB 6 TO SCB 5 NOJ'35'59'W 16,11' -Wl - Water Line i `r ~ . NO SCALE W r-r x Q', CO
9 ~ SCB-5 TO SCB-4 N28 5120 W 43,24 ~ u~ Water Meter: •
Q ~ SCB-4 TO SCA-8 N77 38 46 W . 10.81 . ~ n o 5 - Right-of-Way: 8 TO SCA-7 ~.,Q 1~°' i x S:D•M.H. SCA- N43.38 32 W 13,77 ,b u o ~
~ ~ or~n Ordinance - _ . ° n~ TOP=1080.6#"' Z . 9 SCA 7 TO SCA 6 N45 38 52 W 22.62 +~c ..~,p q I~ 'Inv. In=1074.61 ~ Q 0 o ;
, . , t+~I 600' + ELEV Existing Spot, Etevatlons SCA-6 TO SCA-5 NOB 56 Ol W ; 27,64 „ - ~ o -~Mr +,n po./ fP 6~gpg, o~ ~ ` ' ~ n2 ~
+EP Edge of Puver7ent SCA-S TO SCA-4 N08'26'43'W 2224' •c Ipe Inv. In=(073.91. WI. Located Paint at the - ~ Qo^~ m ~~~a d Paint at the h ~o~
+ TC To of .Curb' :.SCA=4 TO WCA-3 N05'41'01'W 34.21' - P . I+S.D.M.H. ~ Intosection of Main ----1077---- Exlstin 1' Contour Llne WCA-3 TO WCA-2 : "N14'54'18'E 1316' _ ;;TOP=t081.04''~ -----------Drive and Forreet Drivo coon of Main ~QOtio ; ind Forrest Drivo Q.o~g ~ 1079.76 _ m
g / Inv, Dut 1073:6 A.- -108D=- Exfstln 5' Contour Llne WCA-2 TG WCA-t ; . N13'43'26'E 9.14' /~~e yp, n ~ C~-•
- - N48'36`52'E 3.69' ,r ~o bb WCA 1 TO SCB 11 ,1~ ; : I ~Q~o•
u•o ti ` : ' 'i Q o2 - 123,34' T E •:."~,"~p$~. -Rebar =oH_E__ ,p.
P 1~ ``roo .------1080----"'
~ 9~ n / - ' ~ u - t 79,22.. S64 412 -
~ 1p8~. n P 508 - a - . - ~564'41'26'E- - fi I .15081 - _ - ~r ; ~
- - a. ~ " 131- i1fl.' 1 - - - 07611"7 + 1076,29 ; ; - - ti i ~
- ~y ~Q -
' - , ~ err' 65 i' ti ~EQ 61 @ r , i ~r, 66131 .ONE ~ '~i~
1 S4 33 NIP. r _ g2 / R fl , +1015:35 5 o
6 'v .3 d`
L~,~V , / 96 n r , / + 107425 ~ t1, / ,
Yi" 1039 / p~/ NIPS ~ E i ls' li' ~ , ~ .9 Dp~ffot Enier OH fp , ,~Ir , s 0~~ :r. Slgp,- L-4 1pI~~ ~~~/r. +107455 Acceptable Soil For . . ~°sA
~ ' / + 1079 : e~ 1 ~ , r j4~ ~`~IV ~ Bioretention Cell Construchon,~ fs
o / fo , r r S. t / ~ti , / : r~' + 1077,0 !py i i ~ ' ` ~ , 8 , , , II Inv Dut=1071:54
,/3' - 3 ~I - ,
i ~ , ! ~ ~ c r nv In=107427 , - -r ff 1 Jt~~-1~ , P / + lOjb20 . WCA° , J ' 1 PP r . £fS r I , , , 4 ~ -~0 R
ryry~ ' ; lg . / ~Or~1 ~ ; / : ; ' ~D)e l~7 A) I ' InJ, Dut~1071,68 + ]074:17 ~J . 9 . . ~ 0~ 3p, , ~ ' ~j i ,
/ ; ; ,ti , . WCAT~ , 4~9 i i EIP ; ; ` % ; i + 107333 - -
, . ~ , , o. ~ , , . , ~ ~ ' CAS IP ~ ID77~~,,~~,,~,- -`10 i ,r r : / / : +107G,g5,~ ~ ' ~ , ~ Jl,ll 9 I4< -10Iq.,-, ~ ~ I ;
,
r + 1080.6a< !oA / , De I1leate w 10 495 - Delineated Wetlands - N N Dfflce Investor. L« ,
REFERENCES a ~ 10 ~76; ~ ; ; ~ ~s ; s, , , . . , , N c ; Hoed 1laalc7leo PG 462 ;D I Office Investor. LLC
Tax ID 5929-10-37-5180 ~ r , s / ; ; ; _ ; '`10j3::0.039 Acres.- - W Deed Soak 1191 PG Bz ; ~
r r c? 3 / + 1074:00 ` , l 6~, ; r -r~S /..,7 i2 ` : ' : ~ 0 NOi EI~'eo® ` , P:b. 438 Pg 103: r~~ ; ; ; ° gt` Control Nall #2 sl ( I SCA-4 SCB-7 . See ~
~0 r. r ! 0 r q. = 89910 41+' I I , , , , , (See~'ll~abh~ ~ ~ _ s~
P.b.10 P 97 I rr , , 1' ; E = 61so:61 ~ l \ + 1070.3 , j i ' i , Elev. = 107660 j(~A I j ~ 1 . SCB-6 1pla,, I ~ 1 ~ _r ~ ~ ~ of I , ~ .,1pla:``` + 1072,45 - L ~ i O
` + 1073,27. d i ~I Q ~ ' i ~ ~ ~
NOTES , , > ; { , , ; ss sc~=5-~;.
, , l , , , I , , r , , .l ' 1 1j1. 1073.43. ~ ~ ~ ~ ~ ~ V
1 ALL DISTANCES ARE HORIZONTAL SURFACE MEASUREMENTS. a t ~.p ~ ; , ; , jo ~ \ - +107135 ~ ~ ~ ~ ~ irl
' 2 WETLANDS ARE DELINEATED BY ENVIRONMENTAL SERVICES INC: AND ~ ' ~ , ; r ~ ~ ~ r + 107,>:>r ~
LOCATED BY BUNN ENGINEERING CO. P.C. Yo ; , s Fp o , ~p ~~A-6 ~.CF2~4 ss ~ , 9, , , r r l ,4 tb J9, Ip, , , , , s , ~~~-----1070 ` , „ ~ t~ ~ Z ~
: 3 THE DATUM, FOR CONTROLLING VERTICAL ELEVATIONS IS N.C.G.S , ~ ; ; ~ , , , , , % ,r c~~, 49 ~ ~ SGA-7 }D~~~6 - , , / , , r r r r . , , , S ~ - , \ ',t 107290 , + ~7b6 ~ u , ~~.11 ` ;106647 ~ i u S~ \ is " ' ~ ~ W
TION OF 1099.90 ARE SHOWN ON PLANS. ' o ; , , ; ; ; I „ Fa; S ; +`yo76:o4 \ SCt~; 8•; ` . iii HARDEES WITH AN ELEVA + 106760 . ; + Bench ar II `
ZONE C AS a ~ r r , , , ~ \ ~ , . ' . 4 SUBJECT PROPERTY FALLS WITHIN DESIGNATED FLOOD r l r r , , , ` o r. r / , r , , r 4, , t % ~ , ` \ +1011'38 , 7 `r 1069,09/ 1070,83 ~a N~$rn LP' ii ~ O. O y~
SHOWN ON FLOOD INSURANCE RATE MAP WITH COMMUNITY PANEL ~ 4 ~ l t ; , < ~ \ ~ - t,38,, 06y,; ~ ~i iJ EIeV. =1074.40 aii ~ Q+ W Ip~p\nv. hat-3(1682 p6B P 6 s ~ ii ~ 0
r r ~ ImsD~ ~ , h 'NUMBER 370364 0065B DATED DECEMBER 1,1981' P ' r ~ ° O ~ ~ I r ~ + 1075:41 ~ ti ~ \ \ 4 2~ Inv, In = ~1Q6663Y-;'~; 0~~1 i° air _ E"4 O
~ ~ ; f0 Sri , , h , I ~ \ \ ~ 1~ ~ r , , r r , rt7 ~ r 1 , , ~ ,p ~ Inv, in=1069,87. i 101093. ii ,inv. [n=l~i9.97
1 1078:95 r + 1 i gS \ ooh . 1024:17 + 1i r r 068:1 Oyf , ) , i ~ f r' r,r , ~ 1077:58 ~ p - ~t ~ 1070,7( ~ Inv. In 1067.7$,. Cie-„, ~i Ilnv. Dut=1069,49 ~4L4: o - 7 ~ + loin 75 -------*fa71~--- orap Inlet: ~ ~0~,1-~, - ss,M,fi, u ~ r t~ _
SITE, DATA - ~ • ,+lo7a~7 + ~ rr 1 .rrr r , 1 , 'e ~ ~ Top=1070.2 ,;,.1~~°~'' TOP=1074,3 ~ ~s '~,~b -2 _ - Rebar ' Rebar S57°29'STE TBTAL 135,02' PT' 9~ _ - -
1nV. In 065.4 i i 'F`RCP ' i i / i 1 \ ° `alb TOTAL AREA = 3,765 ACRES , r ;~<,t , r P EP ` ~ ~ ~ i ; } ~ ,
.1079,42 ~ r ~ : ~ I I ` i:. I \ - e~218 ~ - - - 5,0 ' PRebar ^ - ]z ~~CNP 1 `,Curb Inlet i Inv{ Out=10615 i i 1 ii n, [n=19.71
i Inv. Dui°108.6, 8~:7 (1080,00 i ~ i + 107733 \ ; i OIg'1~ I ~ ~'i , rr rl f , l I I I t ; T Coritrd Nal! #3 OHE c Iw TOC=1071. Inv,; n=1066,96 ~ ~ ii ; N = 2527.75 -
~ ~ ~ i ~ , i l i 1, l I , , , + 1075:50 ~ ZONING.. ~ r r , . I ~ EIP o OH i o N ~ rcn ~ a: o o f S.D.M.N. nno
. n i r,4 i , i j t! 101836 , ,i m v B2 - Gelleral BUSmeSS D1Str1Ct , " 'I , r' i l I , i f ; I ~,1 ~ i ,0.~ , ~ , , , i I EIS Drlv~- E i ain: \ Ino Qut=1064.49 ~ ^ ~ ~ i~ - E = 6510.77 o ~~ol~~ °>r . ii ~ ° ~ °I TOP-1073.92~Elev. = 1074.43 i v OHE "iii ~ nv, In=1063,68 v°~ i nv, [n=106~3E r. Inv, Dut=106212
r f 1~18rB:'c6 i I i i t i ° ,1 ,1 I ~ 612 t 1 (Private) - Ir+i Curb Inla ~ lnv, HuEt=1063,64 36" RCP ~ Inv. Dut=103.241 ~
' ~ i i. i I i i i Q~ i 1 , rp , i p1 I ~ , r r, I I r r l EP r 1 107836 I I - _ 1 ~ 5 RM ~ r ~ 'W TOTAL 135 0 r- = - ` _ _ (pa QRAINAGE E,gSE nv. llotton
~ 0~9` ~ ii ,i i ~ i i 1 ~ 10792 + 1~ l r e n \ ~ ~ a EP. f ii i i ri it , •Ly ' I ~f '*-%~a~ A9'* ® \ ~ - ~ - ro ~ e7 M Box 1060.73 ? ' ~ ~ ~ ~ ~ 120.01' S.D,M~.tt . 5. 0
1089,65 ~ , u r 'Ll r ~ B2 -.SETBACKS ~ r ; N ~ ; . , t~ ~ ~ ~ ~ ~ ~ yob , fop ~ ~~k--- - - _ \ ~ ~ + 1070.53'- - -Ti3f~tDI2~49a~~ 1 I i. X36 RCP - - ~ 1i(~_ y' + 1072, 0 ~ ~ o:n~ H i ~ Inv. In=106267 -
~ {}~5: ' FRONT. = 40~ / ~ ~ u l 88,26 i l l i ~ l 1079.48 r.~ r - - - ~ ~ _ / +1070J4 ~=l6+~h ^InJ, ln= 6755 wi D.M,N: ~ / U/~~~18~s - - - a " - _ e - - ~ ~ ~ , IN i p14'F'4"`°.. i~ OP=1074.06
L y~9 r r i i i i t+ 1079, f~' , ~IP ~ ~ , , f• i!'Ip)~'~i ~`v. ~=5' :..SIDE.-3 .'r ~ ; Ire ; ~ ~ - ~ _ _ !fin- - - - 0 ~R ~ ~ ` ' ~ ~ i , ~F INi Fire Curb Inlet ' rnv. ~ 1068,36
Iii i _ r t ~ r 4 ~ ~ \~~'.6 _ - - _ _ _ ~ I u i 1'l~°~ _ - r~ 1 J i ; ~ ~i' TOC=1074.56
REAR = 0 - ` ? , I r , , ,Q ~ a, * 1 5 , + ~ ru , rlr, rl ~r ' i :2 8 ,5 ~`"-c.~"a.s r-,-- I , I , r, , ~ r , - r~ ~ ~ °~+1D7518 I Ilrr /1... 1 SID/F,' b. ~~.a'~ OJ i _ 7,- 7 `inv. [n}1Q68,1 ~ i ; 'gin y v. In=1070J2 24 RCP ~ - ~ 5 f ; ,2 ~ ~ + 1073:69 ~ / / . +i 1072.93 1 i i ru R i% 'Inv, Out=1069,64
.r ~ °a ~ / , k \ ~ i. i ~ iii oI ~
. ...1091,,``, lUf3(1~4 i ilA~ i r I'~ i ` : ~ , ~ I ~ , , Acceptable Soil For ~ ~ 18;; N c c°r~ Ir{iet ~ ~ \ r+~10~inlg / i 1Oii 074,7( lOC=1Q74.70
~ ~ ~ A ' , i, ~p ~ 1, i r I P 107934 > a ' ~ Blorl , Qa ; i 079:63 j,!\ ~ r Bioretention Cell Construction ® i ~ \ i ! , ~ ~n t Inv, In=1069,8 j
1091,69 r h , r r - , ,-1 ;,/rrr I rl 1 , j ~ ~ f + 1072,42: rl ~;d lnv, In=1070.0 '
i r +lE(9:55 ' ',r7 ~r~} .1 - ~ - ~.7 ` k. ; d~ ~ ~ ~ + ~ ~~a ~ W ~ Q~ ~ ~ DATE REVISION
I . 1 ! ~ r This is_to certif that:.this ma or lot and the... ~ + ~t4~.~ ~ ~ ] ~ ~ I l I,ItI rl -I ~ ~ ~ ~ `
, r , , , , r l 1079,63 ~ , surve on which it is based were-made m oy r r ? l ,;,rt,;;;~ F ; ; I r; I?;,r; ~ Acceptable Soll For I ~ , ' , . d ~ ` c
n : ii' r 1 Ir,r ,n, \ ~ ce with the Minimum Standard Detail ccordan ~ 1 ~ t r ~ ' n ell Construci~ion r a 1 ~ loreten to , ~ ~ ' ~ 1~ ii c`kE ~ i o
~ ~+07,4 ~ 1 ~ /y~ ~ i ' , ~ e~ `~~1 /q n i ~ i + i07c4,94- iii ~ ~
Reryryuirements for ALTA ACSM Land Title Surveys, r r.;; ;r, sl~nr - + 7: M ' Ir,,rl r, r ~Zf, , 09 ,~5 , r r , + ~ ~ ~ ,
and ado ted b ALTA and NSPS ~ , , r 1, , ' stablished p r r Ie oint r J Y . ; ,fir i; I i e 1079,54 , :1~. ; c`' , v' ~ ~ ' ~
in 2005 and includes Items 1-6, 8, 10, 11-b, 13, _ r , n,,,l,,,, _ ontral Nail #1 ~ , ~ ~ ' r Ep r l , . ~,,r ,rr r ~ \ 10 13 '
l 1093,53 ~ I , , r, r l,; r; N = 275447 ; ~ ~ ~ 14 . & 17 'of Table A thereef.-;And ursuanfi to the , r , ,~,;,;1,,;, E -.5940,36 ~ } nn , ~ ; r r I '+,10321 ri 'r Irr, - I ~ ~f ~ ,fit t IWiI ~ ? -_I
i ,r , , rlQ~1':$} t j; , i Etev~ - 107990 i 1 ~ ~ ~ accurac standards as ado ted b ALTA and NSPS , , ; ,/r,; r; ~ ' y p Y ` , , , ~ 15.00' n / ~ oy i t..., x ` V ~ ` ~ %',213 ; 8 / . ~ ` "
~ , ,1, t i' ~ t ode Bo's EIP ~ 7 , ' 26` . 6 ~ ~ E ~ ~ EIP 61,13 ' nd in effect on the date of the certification `''1094.: ~'Rebgr , ~ NSr29'4~'w - TBTAL 2062 ~ +1o7avPT , , , ~ m
, I i' ~ i i i I i i i ~ PP _ + 107~;3T I I r rl +1077,93 107~;3T-- - - + 1076.77 ~ - ~ ~ ~ i i ` ~ ` ~ cn ~ rc +10]655------~ +1073,11 ii i TC { , N
ned further certifies that m m r I ~trrlt;~;l;tt~ d ~-1a~6~9_;~ undersig Y r a i ; i;;liiii~iJi~ 'I t ID~S~ i ' i -
tonal o inion as, a Land Surve or Re istered - rofess v ~ r;ll'~rl'I'(I p p r J 9 1 , r r , r, r r, \ + 1016A4 t 107$}5 I , rr rrr - ~I S i ' My w~ - `+107$}5 +1017,45 - ~ i' { ` i W ~ Vic'-n.:
~na `the relative EP, rrl,iirlrlr;;~j ~ e af`Narth Carah EP ,rlr,,, rr, +107839, +1018:26 in the Stat r !0`4.76 / r + ' 109524 r 'rrr ''rr haln LYrlk fence + 107&16 ; r r r l r, r r l r r r, t , + 1078,46` 1078,41. ii i ` i oy~ ~ Ica +1077,33'. , :
ositional accurac of :the curve does not exceed. - r, rr,r rrr 1D79J3 p Y - , ,r + 1075,81 i; i ` °
that that with is s ecified therein::) further certify., r P - i ~ y ~
'`all `arts of ,this curve and drawing _have been ~ ' .
p, Y , = leted in accordance with the current _ com ' s~ o ~ ~
;p , . ve in in the state ~ °~F ~ o ~ pq
re uirements of practice.. for. sur Y 9 q ,
owled a and of North Carolina. to the.,; best of m kn _ Y 9 ; . ihtofwa ' ~
belief, sub ect to easements, r g ysr , 1 r r ~ o ~ i ` Z m m
- restrictions' and reservetions: ~Q~,~ecord. , a, ,i ra . , &ldcCX Countv ,;~4`4~~q, . ~ raa,¢ ~ , Deed Book 0752 PG 1010
I~ ~ , Q ~ 3
' s~.~~. 0 ii ` 0 ~ ~ W.
ii Inv, Out=1071 ^c5 N1 I" I a I O I U I TOP!.H. n
GRAPHIC SCALE .:a 30 0 15 30 60 120 TOP75. Inv. In=1011.3=10
Inv, In=1071,48
Date e t Lan P L-2827 D R gr a Yor o. 4 }
y N.C.G.S. 'HardeeSheet C-1 6 A$ N = 995661,07
All IN FEET om E = 1523634,86
1 inch 30 ft. Elev. = 1099,90
Combined Factor = 1,00005321

J /
,,e.' , WL 'Intersection of-Main t Q ~o , TOP-1081.04' ~ I - Drive and Forrest Drive
,•~''je Inv, Nut=1073,62 ° a [3-• e - ~ 1079.76
Fire i ~ WI. I f _ HE--_ V
t ~ - f ~Q 2154 W _ - - - _ 0 _ d
ya ~ ' I'c~o 3 ti° 123.34'x' 0-"' ~ WL ; - I I TIE _ _ fie" Rebar _..-->OHE ` co,~
' w~
A I - o ---1080. ~ , F - - - - - ~ o _ ~
Q~l II ~ - II ~i Q ' ~1 _ > - r ?E
_ II 179,22 °4126 _ _ _ - - - PIPE SCHE~VI,E V ~
' . ~ I S - PP -150.81 - - - " - - , I - _ z z PIPE. LENGTH PERCENT 5IZE CLASS
. ~ I I • - - - - - - + 1076,29 0 ~ ~ 0 + 1.07~,0~ / 1 182.00 If ` 1,21 /0 36 RCP `III
u, 31 - - - , - - - _ , ti . % I 101,1 - , , E+ , 2 : 80.00 If 1.21% 36" RCP III , ~ ~ W
- 3 77:00 if ......0.80% 15" RCP "..III W ~ ~ ~
~ 075 50, , E 0 ' 0 ~ ~ p ~ , ~ 13 ' ood Linea
' ~ ~ ~ 1 E 117 ~ _ 1, e._ - , - ~ ; 14 SQ` g°33.2 r NIP If' - 4 155.00 If 0.80% 15" RCP IIY W' \F`'~' C.7~H~
~ ~R ~ . 107535 ro i f 5 30.00 If 1,47/0 15" RCP 'III Z ~ Z O (
• s I 35 = ; I~ r ~ - ~ 6 58.00 If 3.26% 15" RCP III V Z ~
1074.25 \ ` - ur ~ 7 152:00 if 0.80% 15" RCP III V W ~ W
fq / ~ 1 ~ r / , , ~ 10~ ~ . NIP ` 8 169.00 If 0.80% ' 15" RCP `III Z Z' ?x Q~', ~0
,39 ; , ~'a9 Dq~~Not Enter pNE h ~ 9 25.00 If 0.80%u 18" RCP , III " W U' F, ~ ~ ~ ~,o ~pA 9 9800If 2.88% 18" RCP III . Z ~ ~
' ; ~ ~ L-4 £P,: > A I Inv,..Qut=1071.54. ~ Sign-_- 10,E ~ ru ~ \ . \ ~ s Z W O H i
% F T r ,61 ~ , ; ~{NV=~3~79,70 .P _ ' , ~ , Inlet #i 1 o rs Z a z ~
i ~ 0 - ~ ~ F ~ ti , + 1 _ Std: 0 840:04 , 1077,40 QJ ~ , i , ( , ) ~ ~~ox
;r / ~ - I- 8,~ r, / r 1 To Cove1~1074.75 „ _ / a 15 RCP m ~~~w
°3 ~ 0 : - ~ ~ ~ ; / I I Inv. 0 eni =1'073:92 ~ +.1075, 1 ; P n9 6 + 1075,58
z _ ~ ~ Inv: Box=1070.00 Catch Basin.#3 In 1074,27 . , . 1 nv, , j , 1075,04 r ~ + 107-5,20; ; ~ , , ~ , Std. No 840:02 _ m
Toc=1075.50
i i ' i A. ~ ,1; , , Q~ 6 , ew. - ~ Inv: In=1071.54 ' ~l 75 .o
- ; sg ' EIP r ~ ; ; ; , Cafch B si #12 Inv. Out-1071.44 ro
f 6 Tap 9 ~ Std: 6 840.0 .,,,1 .M.H.~~; / ~ N ro Office Invest, LLC
, 1076.A5 ; ' oc=1• `10 (Std. N ) , , 4 S% ; (Std. No) ~ Deed Book 1191 PG 82 -
a - i ` % ; • - - Inv In:,1~072'.~.; r Pip Top=1074.00 - , s, , e a #I Top=1074.00. ;
r' f' Inv. 2:78. Inv: In=1067.1 Inv.In=1067.80(#i) EP _
2 ~ 1 1A ` i Inv: In=1069.! ' 1 o ; 140,6 , on, ol~all #2 p =1067 Inv: In=1069.55(#6) 1074,95 ' ;
~ r ~ ~ -Inv.. Out % ' , ~ 3 .Catch Basin #1 '`8 - / ~ 1030,78 ~2 N~ ;;?$99,10 , > 10 ~ , Inv. Out=1067.70 ,
/ w , 0 ° ti , ~ Std No 840.02 , 77, ` l ti r 1 h - I'%' ~ I - 81.13 --;S57°29'471 „857°29'4TE_--- Bioretention Cell #1
r 1 1? 69 ~ 1 Toc=1077.00 ~ ~ ~ - - - ~ ~ ' / Peak Flow, Q10 = 4.22 cfs
6 , ; / . r~S , d Inv..Out=1073:50 - - - - ~ ~ i e #6 ass Pi e / . 0, ~ / ` Pipe #,4 1~76.7o P p p) ,A• C~ r ; i'= / ~:r `,I. ~ ' TC=77,80 Drainage Area.=1.25 Acres
~ r r / ~ ~ ~ ~ Inv. Out=1071:00 N ' % Impervious = 88.0%
' ~o ~ i , `J~~ J~~ i ° Runoff Coefficinet = 0.57 c ` Req'd Volume = 2586 ft^3
/ , 1 1 r ' i r / i ` / r ~ Hi'-77.70 ~ ~Ip77 r I . • tl~, l i i / / Q 7 •iQ ~ ~ `/~y ~ c' Soil Media. Depth =
~ Underdrains = (2) 6" Sch 40
r ~ ~ to . e _ - Tt'v-7aso ~ Ttiti-Er. Ttiv a.3o 1 r / ~ ~ J' ~Q Ttiv-77.io ~ - Tx-r~:.o ~ - -urn, 1 r~ i i , i / G ~ 'S0. i 'i Q i EP 77.80 77,80 EP-71,80 N
1. it / / , / / ~ , v _ i i ~ _ _ 1' EP
/ 1 ~c' - 117 / / / / ~ / / ~ ~ , ' CC=71.9 ~ -7 .3 - ~ _ ~
1 ; , , ~ ~ ~ , : e ~ \ TW 78.30 TVt~ 8 0 . +.i CP-76.60 / ~ - - _ 'o " Q 1073,43 - „
1 >~'p% ; ; / , ' ; . J ' a e`Easemen , ~ . ~ Drain g rip~ , n , _ Note;
Qty . , . - ~ Connect b" Roof Drain As Shown,
r ~ ~ . • . r r T2 SIP I ~ / Y. , r TC=77,70 I i 1 ~ ~ ® ~j, / rl r ' , , n / r i. , I \ ~ ~ 11V=EP ~ ~ ~9 71.00 /t~
- 1~7~ ~ ~i I
r 1 r ~ 1 p ~ ; , 1, , I \ Q 77,20 ~ : ~ , i " i , i . 7 r ' a r , C' I I + ~ ~ { . ' c:; - - - - - In ,y . .5 ``.-°a Droa .Inlet #2 l i td .5 o w (btd. No:840.04) i - I; .
r / r , S k I \ , . ~ 72,90 ® ® ~ ; ~ ~ ~ Top Caver=.1072.83 la I ~ 0
r . r i l it r/ ; A I ~ . ~ n , , \ , 1, ~ - I v =106@.2 la I N
r r. ~ F ~ \ T'°~ ~ b 106 9 I T ~ - ` , Inv. O~nng=1072.00 Iv ,
i .106 9 Inv. In=1066.73 I ` ' , ~ V I ~ l , ~ inv. out=1066.63 Bench-Mark ~;I o`
. - o 1 2"Meter \ 77.ao ~ ® ~ - o w _
. ~o , % v ; ' ~ ` : • ~ ,,~~=77,00 0` 8, ~J NHS 111 LP 'Office Investor, LLC a~ I ~ ~ W ; N _ EQ1~1'° ~ ° ` EIeV. = 1074.40 Deed Book 1180 PG 46 i _ ~
~ , h O , 1 ~~z _ a ! ~ ,a , ~ ~
1 ~ 1 1075 47 ; ~b , ~ r: pp ~ 71 Q EP l i
/ , 2 , EP- e ~ ` ` Inv. In- -1068.87.: I 1p16,93 ;i. , `.Inv, In=1069,97.,. ~ ~ . <,;; + 1070J1 I Inv, In-1Q67.7 li ,Inv, Out=1069.49 ~ 1'
I 1078,95 1 - r > t 1 J - - ;;~6' Drop Inlet ~ Eoc~,12~ CM_P__ S.S.M.H. ~i ~ T~ - ~ Q .w
I L ~ ~ ~ ,1 ~ \ 107$,7 . 1 ~~~P., Top=1070.2 ; AVQrox P= ~ . ~~q - _ ~ TO 1074,3 Rebar ~
I ' TC=7~.r~, TC=78.30.. ~ i , , I ? , 1 J ~ , - T}V=18,00 ~ - . S57°29'5TE TOTAL 135,02' PT ' ` p
. - P I I3 E .t. de i' EP'77.90 `~•r2~ ~3. EP ° , r - 1 i I v 'TW- • ' N57 29 57 W ~~'`~~~--81x13' _ __81r~3, 40,01 - :80,01'
,t 1079.42 ~ I p 71v=77,70 Ttiv-Ei L ~ - - o ~ I EP=11.60 , ~ 1, - ~ 15,00. ~ Rebar - 12 RCMP _ - ~_--r
1 , r I ~ ~ M ~ TYJ=7820 . ~ i • , , ~ i)eo.0 , ~ : i a EP=77.70 I 1 ~ r - ~ -'~Lr~ `,Curb Inlet ; Iny,~ put=1061.57 I ~ ; In~, In=1069J1
f 1 a 1 =EP _ ro 'FOC=1071.~~ Inv.,Tn=1066.96 ( ~ i Control Nail #3 ~ l e i I N= 2527J5
+.1075 ~ 7s2a ; I IP` 1 ~ ~ . 1 ° a,= Inv, p'ut=1064,48 _ ~ ro w;; 1~ ~ I{ o E = 6510,77 o S.D.M,H. ~ ~ ro III ,~o V II ~ ° Etev, = 1074,43
+ 1078,38 o _
1" a~ ; _ H EIL SUITES ~ Tc=7a.~ ~ o 0 o a o I , , ~ t - ~ ri ~ rl r'I ra ' / , C3 ~ - O 7a Uy.•' EP=78,0 ~ ; , v ~ _ I L n, TOP.=1073.9 ri ONE : ;'Inv. In=1063,68 d°- ; I , .
I ~ ~ (F.~.-78.50) ti , `Inv, ~ v I = 063,32 , ~ ~ Inv. Out=1062,1.2 _ " I I I Curb Inle ~ O ~t-1063,64 Tl e r I. I _ 36 RCP 11 nv, ~u~-10~~3,24 I I ` ~ "
*itefer Tp Architectural Plans 1 y ~ L. f J 1 I ~ 1Tti ~ i i ti OF{ _ , '
EP I ~ + 1078,36 3 For B~iildl~g. Dimensions ~ - . o 1079,2 , ~ ' - - - _ RCP~_ ~ ! i ' L_ 25 STpRM pRAtN - 5 - O ` 36--- - - T ,T (Plot Book 10 Pa ~ EASEMENT
• ~ ~ ~ o '11
1 i ~ , f ' ~1 r , r , ~ ~ , ~ _ TC`=77,90 - 48,03 71,98 a, .H. ~ 15.00 s~ s~1 I ----------Nnt~~ ~ ~ ~ - 36 RCP
r - ' Inv In=1 65.43 Remove ~ Replace ~ 9 ~ 1063. Inv, In=1062,67
EP + • - - ° _ ~
107$88 : ! - 1 ~ 1 155 aegis - ~ - -155 aces-. _ _ - - - ~ \ ' 55 ~ ~ I' 41~.~,®~ : ~ - ~ - ~-1i) ~Holidn I ~ ~ I 10~z 1
~ NIP ~ ;
11. -i \ 1 i ' Iw I `7~ a`~ ~a ' - _ xpress ~gn -Z _ lob I ~ N ; Flre Curb Inlet.. o ; btu -
x,27 + 1075,51 ~ - - _ ICS; I ' , I t y TOC=1074.56 v7 ~
~ ~ i ? + 1078.49 o ~ ~ ; n e 1 101 4; r _ _ _ _ w . ; ' ; ' I P1 Y Inv: In=1070.72 ~ % ~ ~ ~ -
~ ~ - rD o ~ ~ ~ III w 36 ~ o,, o ~ ~ ~~i ~ + 7 , ~ ro :'RCA In z
~.ao ~ N ` i ~ i I ~,DI r w ~ I W a'
, ;1/-/ ~ m ~ i ° ` N~ TC ~ Curb Irjlet 'DATE REVISION off. I ~ ~ ~ ~I ~ TOC=1174,.
EP Noted 3"Domestic Line ~ , , / : / I 1079.34.. ~ w~ w~ r , I ~ ~ b 1 ' % ~ ~ f vl, . ~ 074.71 1 . { I ~ ~ ~ ~ ' ~ ~ ~ Inv. In=1069.84
BackflowDevi~aIns~de ~ ~ 3 1076,92 • ~
` - w~ w~ . , Building By Othc~s; n i, ~ i „ - %,7' 11 S aces 1 I ; ~ ~ I , m Inv, In-1070,0 I
~ 6 Fire Line GAS ; : o Ttiv-1P I I _ _ . • ~ •n 1 TW-77.10 77:50 ~ I r I N ~ I ~ ~ ~ ° Drog Inlet #3
, ~ ~ . INV=75.80 ~ , i ~ I ;A I I' I Y ~ ;i ``unod~r~ r ~ , , ~ o o (Std. No 840.04) OAR/~/e,
~ w ~ 69.0, 6.00 o ; 'o ~ Top Cover=1069.83 ~ a~ ' eae`°~~Ns°°°oa~L/ :..p~
n ~ ~ . , o v Im: Opening.=1069.00 ~ ~ ~Qd' ~:S~fp ~ ~
t: ' p ~ 'v = ; =78.30 _ : ~ _ 11S ~ es ~ TC .25 ii ~ • . i TC=;7.10 s ~ ; I Im: In=1063.66 rn o~°~P ~ ~o
~ ~ 0 1 ~ . / . E1-76.60 . ~ ~ ~ Easement ~ ; I `y~- ~ inv, Out = `1063.56 ~ ~ ° ~ ~N
• . . 1 ~ ~ c~ ' ~ I ~p ld UClfle- r ~ vpi 171'=EP TFV=EP d _ i I I ' ? I o a a. 1559 ~ - O~Z.50 ~ ~ ~ ~ F ~ I ~ ° ~ pp
Sin 1 ~rc=76.su rays ~ tiw 7,.1 ;,sa 3 77.au Trv 77.za 1 9 1 i' ~ ° 0 1.60 ~ ' .a ~ ,mss, ~ ~ Inv. In1068.35 0 0 ` i ~ : ~ • Gib'., ~
1 ~i Q~ Tc=762o 6 h a 1 / P°WtIII°°B ~ n Inv. Out=1068.25 i ~ . 69.00: nil ~ , ' x ~"~'c~~1/(-'
Nait #1 ; I r 4- 1 01 ~ o~ o~ 1 EP ~ 6.30 ' r0~ - 01 ~ y 1 I I I ; i
9,47 1079.5 ~ Tc e ~ ~ a ~ ~ i 0,36 1 ~ ~ Proposed Gas Line P P I 1 i~ I N i ' U1 ~ ~ Q
1079.90 1 ° ' GAS o GAS GA G GA X11 / .G ~ ,
~ t TC=7 20 rC 7.60 N TC , 0 ~ _ ~ ~ Pi a #7 I,' I ~ ~ Iw i ~ ~ ` ~ ~ I I N . td
- I - - , 1 1 I I , i o Q ~ ~
I ~ TC=76.10 S 1 f i r ~ `328.00 If G 0.6 0 ,ode I3o EIP c o. ti +•..1 18110 71,98' i ~ Rebar..: _ ~ ; ~ ~ ~ pq
~ ~ 267.76: _ -T9TAL~ 620,62' ~~-------+1074,69 , (POB) I Inv. Out=1068.00 ' S.M.H.#2 15,00 1 I N x W ,
S.S.M.H.#1 + 1077,~T~_-,-
+ 1076,77 To - _ + 1077,93 , Inv.In=1072.80... , - - Inv. Yn=1070.70i~~1 ' fi 1 I ~ p ~
Catch Basin #5 ' Catch Basin #4 Inv. Out=1072.70: - _ -Catch Basil - 1 ~ T~ W I m
(std: No e4o.o2~ - (Std,. No 840.02) ?oc=1076.10 _ (Std. No 840:02) Bior~tentaan_Celi - Tnv: Out= ~D.60 I I i l~~s~ I Z m - -TQC=1072.50 Peakfiow, Q10 -~':G3'Cfs--- ~ ~ , 5 ; _ ~ ~ 2 W
- + 10785 +.1077;45 Toc=1076.90 Inv. In=1069.80 Inv.' I~1~,1068:35 'Drainage Area - 2.58 Acres ~ ` I O ~ 3 U
~ + ~ rna ~q
Chain Lick Fence + 1u/816 Inv: Out=1069.70 Inv Out 1068 Z5 °io impervious - 3a.u°io
+ 1078.46 GRAPHIC SCALE Runoff Coefficinet = 0.39 Qm U
20 0 10 20 40 80 Req'd Volume - 3652 ft^3
Soil Media Depth = Underdrains as (2) 6" Sch 40
' Sheet C-3
IN FEET
1 inch = 20 ft.

~ rea. 2.50 Acres. .Disturbed A BIORETENTION CILTY
12' MIN. No Scale '
a o
o
To Of Pro osed Curb .....Nor.. at Too Of Proposed Curb f 1 ~ TT V ~Y
r ive Descrintion u p P, : _ , 6 MIN: OF 2 3 :COARSE AGGREGATE
50 MIN. OVER FILTER. FABRIC .85.0'+- R~,_ y ~ Z Z
PROJECT DESCRIPTIONI 0 Z o
The Pur ose Y Proposed Fill Mat Of This Pro ect Is To Construct A 4 Stor Holiday Inn Express Proposed Fill Material Proposed Fill Material. S w/ a' 13~~1 Ni W
P J Along Wlth Assoclated Parking, Lot And Drives On A Slte-Containing 3,765 Acres. Concr°te Baffle W ~ ~ ~ O
SITE DESCRIPTIONr = 14".Cap 4".Capped Clean Out 4" Capped Clean Out Ch Ul ~ tp
t ff Top Of Ponding 1072.00. unt) North Carolina Jus O i II n .The Property Is, Located. In Mount Alry fSurry Co y PUBLIC ROAD 'Z z
ww~';,,; I { I I est Of The U,S, 601 / U.S, 52 Rockford Street N,S, 601) A roxiroately 1/2 Mite W PP To Of Media = 1071.00 '`;~";~~r:`~4. ' { I { 95° RCP ii ~ Z 0 I 12" Ponding -1--~-_~ ~ R'' Z ~
;ry e r a I I Intersection, The Slte Is Located On EMS Drive Which Is Found .Between KFC An P ' ' H - e. North Slde Of Rockford Street, EMS Drive Ends. At A Cul de M+F~~' r.e , r!i ,.t,''t : .A., K: a,. t, 3; :'k.',t' •ir!: »'•,~t:" ...k: wct^w e' Y o„q. wD;a t 1.i.: tjr.i , ;5,. 11 Y I.S, ..Y .ti ..y !.r'. h.fr's^• ''J ,I,,ar. r. 1 »7 r> .;t, .t` `.'f«+K'., r: r r~.t":".,. I „,h •.a,r v' •E:=i: :~'NI. .K~n t. ! 1 , . 1 f C.S.. !*r ri"'"v t r, 1, .1„ :a. 'Y a.5" y:d'r5 +.t%•C•:'», t.. •'1 ,t ;rkr,•. ' ,1.{ ! , :•h:<'i~.: si.S t, , 1' Y d J t'^ •1. :Y "M1• .,.t.. t. .V ~ r:r ly,.v'~d `rti: ir!''~:6 t'j'A', ;•S V., r. ,:M:: "h :L k vl''.. 'G"5 ••Clr
Bur er Kln On Th - ~ Aixd'S f ri { iRn I ~ "'ro ,r :'e .t, vv r Which Is .:Located .Within The Building Pad- Of -.The Proposed Hotel The. Site Is .`,v i'M1 i,a w4a "%m l y I r.. 9. a7, r+.•,ti :,i'ar:'l: 4n 4'V ;A"i` d M . Y~Ihh r. i P . 5 p,!"'l..r . t , ""h'. . t /n' r f't ~:i ~r •r rr ~j I ' y"^.r r~ro• ,:i•t: .1 .a„ t.. x;.ii~,Pt• ' 4/~~rv'.. i'!:+ ,1,. r•u ;^,•..n 7, i ntl~^ 5^., r}" I• .ri ' Z a': .`x' v ~yl~, 'Ir ~ t. :,~:lw'n :..N'+S" 'dt''°t rt '.P L C,„ ".Yi.P C•.s 'lu, A 'r,f•. ./~yy''I,:~~ .V: .drx h>^ N. YIA r• ~{t•S". .Y 9'tY.• n..V^tu' :f''A'n v. •V'"~ . Y. 1.' t ' <A'.: a,t ;.T$ f :lw~'M.'r . ri "@. Y.. wh.r'at7 ` . i, , n.} r: , ql S , i79~,.. i1rr//~~ , A'It .t' 1 h! •>•Yt, ,t p'h: :h,rv f:, I:: r'i .i 5 "..,{n•5~"'. .A" •M. rv,S. H M 5 xthY; a • r n^ ti F 4 ^ l„•. ~ ,L..,1 •k ;.,,^r M' "r< Y.:r„ r•1 Sia`~ ~ i ?r° , w • : x:i,r»"• ,,1.:, , i ,^',j,5° r;a' ,i,rrt". v a. t' ti'v, N• .t"; ••a., .6'4'. "r'.^~ Y5 r!i >s. '4, yr?•" wqt, 4,Y' .A .i::,,°i,w FY r t9ti y 7 n'..;r :A"'o" ..4• , r\. :'i'!.' .ti t F~•frn p' YY .t "„h. ."t. r „I. ~,M. a•~,ei1 .r.'ar , r4., 1
l-de-sac End Of EMS Drive West Of m ^ t•'••^•'~ ' Currentl A Clear Parcel Located Around The' Cu Y .•!~'Jx,.r;'is .t.t ate CO ,ix.",: ",t,}?'ti+ataL; i ¦¦P RARY CONSTRUCTION ENTR C ,:'"b` tr •Ylil, -t .A~. LP.iti74rl•N'^r ;^kr t ~a•ra.~'I. fr :•a:^k•.'.t r ,w '••ai;,: .W. e,a. .y, t 1 . w, w.k. ,t.ar' . rvr..l:'+, • p'o'i" :~r:t:y?t`\i.. •y:n ~ 4 `nk 'i M ::~v+ 'k, ';.ln,` .dl;a. .3: +1.w.r r^5'9'n. ,.L a...T '4r'. .v:~. u3r: '4 ..ta„ ~r '~i. ,ai •ci, V 4'~' h+µ ,.t,p h`t ~,:"r w,`.+,', Y,e. ..9t'S:': t.~:'t,• .r.V ",u, t~ .rrrn r.JV'i'V`i' ".i^• r 4 N . ~,'Y, t r:T:'.'t`. ~wrti'r", .,.~r? e,l ,Y 't". .A, kCr r»¢.i Ln. nr(~'. H.. !i' ,.:.J'r.5 :i.:: 4 r! I. ..u!•.y1':~. k~ 'T:rv .fir r, ,,5 r.,'• :'V. ~'FtN~:i~Vi » Yin o'Ar /"i S,'.. :n'Y ~':i r~P?"'lr 1, ~ ~ M.'"h":v ,L°5~.':v r. i,. 1' Ix k 'y:i." Y ' M + a'a ~ ' l1„t~ , 1y , i "~'~>a'' ~,•,•k•F.. ,,;1' "F,"','n^.~r,: ti, r t .Loa r , , 4 a.,^'.:. t r~ ur1.;a ~ /y'S „,"Y'Y•t., ',!7•t" i,'''r.,,,i3. rl„ •'S. ..R"r „e, f,. '•9t';' w^ac i .d!~M.t. :.~yvg5,""y 4'.1 t wf•fn t J ~.t° li't' w»6i, `i biJ, N 4 +,.y,.» 5? 'Y~iii'~" r'%~.'•4' t,N ~J fta '.471 `.(t: ~t 'aw•C, p~ :ar a'B:~ ..A% .r .~a,ts:• .a. r"'~' w:.r P-1 ;:Y" , 3 +ti" ,»w ,r~C y~:^ ''1't~1~,'R~~ :r,, da': ^'~k. 1.. r 'a• rt"}, t,. ~ ,.i 4•,
AN E - ~.;.,*:.~y.1,^; iM1•...,.4~fu I { .,r., ,q^.~....:e^fJ,•>Jnxi E~ i;4 Drive And State Street, :The Previousl Graded Site Is 0 en ~ TE 0 The Intersectlom Of EMS Y P • 4~ `I~a.~. " I (i CI i h a,',d.p' t"~r;4' •v ti •,M 0 ',tYr ''r•!'^r Y 2' t1'0'° ` a5 +:.T: FS ,u154 l 5t 1 '7, r 'J'•eL, { .t' n,r. ,nr+ , •I .~rS .,,..+pr..:: •,,a +;y}°"'t• lw•tS4 a.»vd'.,,6.r a .«r.r =4»• • rr ir: ar l• 4;1P. l a 7.' -0 "•.Vi . .1 • ,.5t' •a' •'"tn 'Y v~a~.~ynrk .R (~5t^.ll 'H~ 5m 5 t.:v t A, .:r"":., n.4 w•°'i" Snr,v M+,w4" ^"C~`5. .yT^•~, g 'F '.3 3,+ 'J''• =i?r.+, f, „t../.m 1, 'p'C,.Y, a .d.u .!a ;'3 r; ri x' 1 ,..~.i',y, :{,"~"e 7 ~ ^ n k . ' A. ^ : F ,r ,4' •n •i2•, w 't ,'i !.d'.3• i ~t~'r 'M•~t •.i W ~ • ,4 " r ~•t ^ ":ii" • '~7d:', ywrit ri. 'S.'+a'ri~"C. 5 r 'S. .k. • C Z rare" ::s;, ti,`~r>y,~„, .,,rY: t•ia'"i '{.t,,,^vit't'•-:t .~,3t;.:',z~r.,cyJ";Ya.^.: tw'°~''..+.•,,4 dw'.';: ~t~. 1., .~ev~.. .w5.; ..~t•. a. `u"..", "••1~ :~i,. '7~EI .
And Grassed In Areas p 9 P 9 Bottom Of Media - 1069.00 a;;•;:.,,~,r, t „'r<~„~;,•„• I c.. I x,: :r„,: ;;i;:u,'4 :That Are Not"As halt With No SI ns Of Groundwater S rln s Or NO -SCALE I , Rock: Outcro s, ti•r,,~•n ~ a h M { I . P 'F4fy„,1 a'@Ti n r.Cl.'o».'e~."+t"~ ,~u't1 glrwd ~Yr Js.p,.,' h~'dritri,o r~r»ti~^'7.i'm, av •.~,d.' •o k d ar. 44»C ~ M~~
_ - I ,I I - 2 6" Sch: 40 PVC Underdr°Ine 45.01f 4 0.5~ ~ ~ ~ O
EROSION CONTROL MEASURESI - " RCP
Existin9. 3 I I I Filter Fabric 12" X57 Stone ~ U'~ ~ a
ro ect W y Controlled B A Teel orar Sediment_ #l Be All Erosion. Assoclated. With The P J _ Y P Y B" X57 Stone `
Trap And-one Yard Inlet Sediment Trap That Wlll Remain In .Place Far' The Duration Of _ - The Protect Until The Slte Is Stabilized With. A Good Stand Of Vegetation. Once The -
Site Has Been Stabilized The Terlporary Sediment Trap Will Be Removed The Yard inlet SILT BARRIER PROFILE VIEW
,Sediment Tra Wlll Be Converted_To An Infiltration. Basin Satisfying The Requirements Of P No Scale. ~
The North CaroUna De artment Of Water Quality. P
` WIRE MESH FENCING
GENERAL NQTES:
~ n Se uence Construct o q 2.0 ~:1 SOIL. MEDIA
METAL POST . ~ 4 C/C Earthen
- 5, Berm 1, Gbta~ All Perr~its And .Approvals, 1. On-Site Soii Found In Designated Areas (As Shown On Sheet C-1) Meet The North Carolina
15" RCP- 2, Conduct A Preeonstruction Meeting Wlth MCDENR Prior To Any Grading. , ' FOREBAY „ - a ' Division Of Water Quality. Requirements For Soil Permeability And Shall Be Used to The " Installation Of The Proposed Bloretention,Cells.
3. Install Ten ovary Construction Entrance, As Shown On Plans. ~ ry' 'i. 12 Ponding h FLO 6 ; . - - Y= yt,, 2, The Soil Mix Shall Be Uniform'And Free Of Stones, Stumpa, Roots Or Other Similar
4„ :Install Plpe #1 Along .With` Associated Structures And Block And Gravel W----:..~. ~ I n '~'.4',Y}:,*rc•,'MY„ °ix?~J. Xi."Y r' u,~+5~i.''~'rt.'r'Yw;r.Y•r?'lA^;?+:,~~J,?+ :.Inlet Protection As p , 12 r ?~~4•:,:i; "-a ,:pp~"~ :,3,.,s,,,,•,:;;,t;~;, o Inlet #3 And Rerlove Shown On Plans, In Addition, Install Dr ~ .A.~.._.. ' ' ' „,,,r;~;~d;;"'~ Material Greater Than 2 Inches. a:5a ' s,t'.t'r
A ar 'e:~"~,..i,i„tap::"i'',:^~§•,.:.,~..~" 4~~ '`i~ ~ P ' „~,b yt , Re'lace Assoclated 18 RCP, ~ IL it?- ` I • ' . r ti_ P ~ ' .,4 , . a:.;..,`M,?,~ ...~'...'>.1;> ~'r,} ryaS;;,SY f•• •`.~~h~; :r t.., ;'S;t; ,+.;r, 3< The Media Shdii Be Fleid Tested After Placement To Determine An Actual Drainage Rate. r The Permeability Shall .Fall Between 0,52 And 6 Inches Per Hour, And 1-2-Inches Per Hour.
I I r d Ya ,;•,t~;.;~,;:.'.•s,, , a •=N,a::i•.~ may, 5, U on Installation Of Before Mentioned Pipe Install Temporary Sediment T ap An tP P ;,f:,;r~`~.rr~yfii~:"~:1.,:°'~:'r:v:;~;,a,~::,~l;y•..e..~ ;~ri •`,Yeii^t~','r.,e.~a',aClt~@S"t'",•.rr'. rYr'; Is Preferred, t}eSnS, 4: The Minimum Soil Media Depth Shall Be 2.0'.
- .t; )t`S :,;y>. C' t s s 1,r;.' M;e°1''£an, .S S >r• , It Fence As Shown On-Plans, U on " ti a Alon -With Associated SI ?.r~. " Inlet Sediment Tr P - 18 Class B Ri Ro .,s;':~.. ro r .true •;~f 'drr1C';;:.;,> . I 'i. # - M'd~•t:5., ::r++: 1.,. °ar.:.','at..,•,t1i, • ::i+y;? ,'.i,.aa. i~K:C'stika^",{.::° °a ~dn1C ~ - v : . , .
allatlon Seed-Alt Areas Im acted B Sdid Measures Per Seedin Speclflcatlons. " ~ Inet Y 9 ~ - , w..AcM; • J , , . r~ P ' r And Grub The Slte, - ~ , r t , uh , 4 N : d r .EI y- ,w~, Ytj~ t q ^'„e 6, Glea ( • YN ,rvJ nt ,M .
agb~~^S, a.,t; F~~k„u. r; 'r.'4?o~tq'ry.a +i`Yyt+L;r"n 7,' Strl To soli And. Use For Onsite Flll, As Directed By Engineer, • • P p 4~>r"ry Ste s UNDERDRAIN SYSTEMc
B: Proceed.'. With: Grading Activities. - . • 1. ` All Piping Within The Underdrain., System Shall Have A Minimum Slope Of 0.5 Percent `
9.. Establish Sub rode For Bulldin Pad And Be (n .Construction Of Proposed .Hotel... ~ - 9 9 9 - t pipe ~6 ' ~ • • And Shall Be Constructed Of Schedule 40 Or SDR 35 .Smooth Wall PVC Pipe.
i(G Install The Remainder Of Storm Drainage Pipe Along With Assoclated Structures And - - Block And Gravel Inlet Protection, As Shown On Plans, Ttt _ _ FOf 6bQ Ct'OSS JeCtI0t1 VIeW ~ 2. The Minimum Size Of Pipe Shall Be 4-Inch biameter. The Spacing Of Collection liew a,~~'~° " ~ ~ ~ Pipe ' Laterals .Shall Be No Greater Than 10 Feet. Center To Center:
y 11,'Rave All Areas.As Shown Dn Plans,- ~ , Of COMPACTED EARTH... _ NO SCQIe NO SCQIe 3; A Minimum Of 4 Rows Of.Perforations Shall Be Provided Around The Diameter Of The
12, Seed AU lU~turbed Areas. Per Seeding Spedflcgtlon Within 7 .Days . Pipe, And.The Perforations Shall Be Placed 6 Inchea On Center Within Egch Row. For The Pipe y5 concrete sofas Entire length Of The Drainage Lateral:. Per'forations'Shall Be 3/B-Inch in Diameter.
Final Grade. . 7o B~oretentlon ceu Top a 1072.0 4. The. Underdrain Rapes Shall Have A Minimum Of 3 Inches Of Washed X57 Stone Above ~
13, Maintain All Erosion Control Measures, In Good Working Urder Tt~`oughaut . Construction, Ins ect After Each Rainfall And Clean Traps When Half- P And' On Each Side Of The Pipe.*~ 'd
l ed With Sediment. Routine Ins ectlons Shall Be Conducted No Less. Than Once Fll P IMENT FEN E ED Finish Grade .id "
v r Seven f7)' Calendar. Da s And Within 24 Hours Of A'Rainfall Event Greater. e Y Y _ 40.0' + A ~
Than Orie Half Inch ~f precipitation. NO SCALE PLANTING. ~ ~ W .
14, When AU .Areas :Are Covered Wfth Grass Or Paverlent And Upon Approval Frorl NCDENR 4" Capped Clean. Out Remove Tempordry Sediment Trap And .Seed All Areas Disturbed By This Process. _ _ _ 1. Hybrid Bermuda Grass Shall Be Used. Grass Shall Not Be Seeded, Use Sod. , ~ V
Be In'Convertin Yard Inlet Sediment Basin Into Infiltration Basin, All Accur7ulated fro 15, 9. 9 t ~ t \1 o. W ~ a
Minimum O ~`z:o~';;;: "e (3 12" Ponding f 6.-Inches Of Material .Below The Desl n ~ ~ ~ s :Sediment Must Be Removed And A 9. ~n',:,,`k"•;,''• .1) ~ Ito ending Gtoys~ Y.~~;;%; ~ I 7 ~5 ~ `Ii, 1""1
Bottom pf The Yard .Inlet Sedirent Trap .Shall Also Be Rer?oved. A ~ ~ ~ , , a)ro yw; !,::Yr~.~..r(4x r, t*x.C~Y .,~.v.hstie. , « fit} ,~.tx , fi•'`. r),~ n,, . ^"'t ~"Y' ~ ~ MAINTENANCE 7 LI Y7Y tii 3 0.4 M 5 C,.Y 1 1,,'• , X.,
Y :9 i.:•:'::..ti • e' ~ r i x t k r , „ ~ i ~ Y..w.,• tractor Shall Verlf That Field Dimensions Of Infiltration Basin Meet The Design Pro osed Fiil • 16. Con P ~ ~ t t,r,,. v, ro, t, , kk L'- i . a•, x'.n r•, g i;z .,4,..,,.+•4`'; yr?~aA !N>~ Yrr^,n.7~e A ~r 5 , k ~ < y'+, >sY L , , o 1. Inspect Flow Entrances, Ponding Area,. And Surface Overflow Areas Periodically. Replace t,A
Shown On Plans. 2 e t 41~ h +r 4x}::':1.' "ei}"i~i;!C'1~.~~N,4,`,'"i('"A`4'.w6t~, 'i6 al 4 ;tsN, . Dimensions As i;;;t,w, . ,..a,:. ; .CONCRETE BLOCK •,:'r~ • ` ~''``"~``r`" ',t't;',••,~~pi„i'~a t:~~'°ne..::•litt..t.l. uit. ::•ul:'F e. }t.:,.au. ,,w 'N;": t•: . j T e Ba§In And Construct The Foreba " ' hi;'t r; a?~J~?:;*~; ,1~:'~~d, ' ~:h .t, y, ;~a~..^. t ^`•}~'es~;•r 41a~at~'s~"x,..vM~... 17:' Place 6 Inches Qf Clean Sand In The Bottom Of h Y ~•„4';,°;~; ry^~v~;~,;,~,;'xr~~a,x~.~:;:,~•~' o Soil, Plant Material, And/Or Mulch In Areas- Where Erosion Has Occurred. If Sediment Is , ~
S,a :a„+:. .t. .S f ...;~.:g ..II . •)Ka~a~^ e. ~y,. 1 ^«L•i. xa"i '.,+;P ,:nA,..P„Ms":i 6j ~"tJ^.:°., ?,t•: e1 ~f rYr' ~~.'i•:4::,4:,M1aM.': z~: i'.:,",;~~?~, .a .e•. , ° t;;9ttc ,ti r''r,y", ~,w G :t., -~":'s~, , a,. 1 a y,ti As Shown In The DetaNs, r ~ ~n. , ..7 .~,.J,Br,..: .»t"y {>3: * '`~i.. ¢j1,"" •Y:i'eJ .l' :v ^iji M s . i De osited In -The Bioretention Fgcilit , .Immediate) De i al rv . m p Y Y termine The Source, Remove. Excess ~ 0 h~ r? t5 A M 5; 7 ~ r 5; ~ Deposits, And. Correct The Problem. ~ .F,Y
. ~'r~:~ ..I.., r,~.d..5:.' " ori.: a::;.'T b r N"x,w 1 18, Seed"The Infiltration Basin Wlth H brid Bermuda Grass F~:.', Y y`~''s} ; :,Y»i `::t h+rfz eA^' ?.'iC,'t;'•~ i~a~-j ~,„'C`.''n,:;'~,~7"°glly~y;,`hi:.p,.+',w'.'V.,'.`:J4~:, ~ hk ~r ~ ty,'•• ,Y, ~ , ,M `ar„ rrrl~ ~~it; ~ ~.`''~'t"'"' ` 2. If Filtering Capacity D(minishes (Water Ponds On The _Surface For More Thari 12 Houra) • : ~
Shal Be .Made And Documented Quarter) And Within 24 Hours • 19, Maintenance Inspections l Y ~s,r>.t~~,: ~t.,x~. •~r . ;r Check The Underdrain System .Via The Cleanouts To Ensure System; Has Not Become Clogged. ~ ~
After Ever. Storm Event' Greater- Than 1,0 Inch.. ~ Y e ~ Leo • r if Problem Continues To Persist Remove And Replace The Top 6 Inches Of Media: •O 3, At No TIme.Shail Heavy Equipment Be Driven Over The Bldretent(on Cell: y
#57 Stone , X57 X57 Stone wo~t~ ~ ~ ~ 4. Once A Year A Soil Test Of The Soil Media Shall Be Conducted To Ensure That North -0 ~ ,too Carolina Oivfalon Of Wafer Quality SPeclfications Are Being Met.. W
Filter Fabric 5. After The`B(oretentiori Celi Has Been Established, The Owner Shall Inspect It Once,A Month
a And Within 24 Hours After Every Storm Event Grepte'r .Than 1.0 Inch. Any Problems That Are ~a ~ Found Shall Be Repaired Immediately. Records Of Inspection And Maintenance Will Be Kept In
nd A Le a GRAVEL FILTER 9 g o A Known Set Location. And Will Be Available Upon Re',quest.
No. 4 WASHED.STONE , PLAN VIEW. 10 Max:. a` ~ m .
WIRE SCREEN
0 EIP EXISTING IRpM PIPE FOUND ?
~ NIP' NEW IRON PIPE PLACED ? pp ?p pp CR 5 ®NAL VIEW 055 E - Construction Sequence: ZEVY F~OIN'Jpl~tter In CCItCh BQ$On 1, The Bioretention Faeillty Is To Remain Off-line Until Final Build Out is Complete And .
No Scale t9 PT. CALCULATED POINT fNOT SET). - A Good Stand Of Vegetation Has Been. Established A Vo Scale No Seale cross The sitar
CP REINFORCED CONCRETE :PIPE R
x ELEV ' EXISTING SPOT, ELEVATIONS
CATCH BASIN
ELEV PR~PpSED SPOT ELEVATIONS
' TOW TOP OF GRANITE WALL ,
1036 EXISTING 1' CONTOUR LINE SUPPORT ROPE SUPPORT POST,.: POST, STAKE TO \ ~ a ~
TO WIRE TO PREVENT 24" INTO BOTTOM ----1040 EXISTING 5` CONTOUR LINE ~OTiOM SUPPORT WIRE ~/5Z S70NE / \ A~
SA GING ' OR SIDE PROPOSED L' .CONTOUR LINE SECTION A A E ~ - _ , ~ \ 1` ~
964 - _ ~ I-I i- ; ~ .
965 PROPOSED 5` CONTOUR LINE • - -1 ~ 1- =11 ~ ~I- i i • DATE . REVISION
FLOCK-AND. GRAVEL.INLET;PROTECTLON I n? ra ? TEMPORARY DIVERSION DITCH - : NO SCALE r ~ I 6" .DIAMETER OPENING
1I- SILT FENCE =1 ~ 1= ' a J SEAL OPENING WITH MORTAR : i 2 09 REV. 2''
-1c- _ ~ rl I I . - I = ! i ~ AFTER TRAP IS REMOVED.: .
LIMITS OF DISTURBANCE _ _ _ ~=III TI=1I1= =11 I I=1I f-ITI I I I=1 I- - • 11,-1 11-1 11-1 11-1 I ~I I I-1 11-1 =III T_I=III= I I~ I 1=1 I I-III=I SILT FENCE WITH 6" / t WIRE MESH SLOTS CUT ltd A ALTERNATING ~ ~ ! • ! .DIAGONAL PATTERN AS SHOWN / ~ ~ ~ / •
5, - - BLOCK & GRAVEL INLET PROTECTION ` ..III,-1 I ~ I hI I I=1 11-I 11-I 11- , ~ I 5 • , / ' •,d,' ~ ''af,. 6`~i4?INt9rseYd~~y'.
MIN. \ ~ •yooeo !A(.
I IL 1.5 BRI B~ E FA BRIO BAFFLES ~ , ~ r h ~~'~~~~~ss~cr,'~~ °
'3600 cu.; ft./acre ' ~ ' 5 N0 SCALE. ~ ~J t
1 ATIONS MAX. EEDING SPECIFIC S o m, ~ r
/ r~ ~ map 105~~ ~ ?
ALL DISTURBED AREAS WILL BE PROTECTED WITH PERMANENT VEGETATION AS SOON AS PRACTICAL SEEDING WILL TAKE'PLACE IN, 15 DAYS OR LESS FOLLOWING / / ~ °ucaaooa ~t\k ~Ya
FINAL GRADING. AVAILABLE TOPSOIL WILL BE PLACED 3" DEEP OR MORE OVER ,
ADVERSt SOIL CONDITIONS: THE'.SEEO BED W?LL, BE CULTIVATED AND LEFT IN FILTER ..FENCE Top EI: = 1072.00 _ . ~ A UNIFORM CONDITION..SEEDING RATES ARt AS FOLLOWS: SILT FABRIC SILT FENCE / / Top EIT~10,i7,2n~ p~®da~~e a~~~ 4a ~~~~h
FABRIC BAFFLES CROSS. SECTION FABRIC BAFFLES / I I-1 i t-) II 1-111-1 I.
=-i i i,I i i-iii-i i i- FL:RIILIZER' & LIME _ _
" ~ Storage EI. _ '.1069, 75 = ` 4000 LB: AGRICUWRAL LIMESTONE/ACRE 2000 LB. 10-10-10 FERTILIZER/ACRE 21 MIN. ~ _
DESIGN f OVERFILL 6" _=1I1-1Ii-I I1-1I1-1I = ` 3~ - 3600 cu. ft./acre., ~ =111-1 ~ I=1 i I=1 I-I ~ 1=1 ~ ~ o ~ ;
SETTLED ; FOR SETTLEMENT ` MULCHING TOP =--1 i 1-i i t-i i 1-i i 1= , " I~.I 11=1 I I=1 I I III 'III=1 11= ~ o 0 _ ~ I ~
'APPLY 1 1 2 TO 2 IONS STRAW MULCH ACRE AND.TAC COAT`OF ASPHALT ~ ~ / / - Bottom EL = (068.00 - ` _ ~ ~ ~ I I-111111=11.1=III I !11=111=11 ~
OR CRIMPED INiO SOIL ,WITH DISC BLADES. _ 4 ` MIN. f.... ~ EMERGENCY r.: 11-1 11=1 I i-1 11-1 11=_. 5,..1.5 - 2.1 SIDE _ _ _ _ ~ 1: ~ I I =III 111=111=1.11=1.11=111-III= ~ • W
- AX. T SLOPE MAX Y- - - - - - - - - _ - M 6 . BELOW - - - - - - _ ~ . - - _ _ _ _ - _ =1 I I=1 LI=1 I=1 I-~ 11= I'<:~~ `,.:11-1 I =1 I =1 I 1=11 I=11 I`I 11=1 I 1=11 x ~=1 ~ 1=1 ~ I-1~1 I J-I ~ 1--1 ~-1 ~ 1 I ~ 1~ r _ _
FILTER.: - - - - - - - ' TEMPORARY SEEDING FILL : , 1:1 SIDE SETTLED TOP = - - - - =1 I =III=I_I=I_I=I I=III=I I-I I=III=ILI=I I L- I I= I ICI I I . ~ ~ - 00~ ~ ` ~ ~
TEMPORARY SEEDING AND MULCH WILL BE PROVIDED WITHIN 7 WORKING FABRIC - ;NATURAL - - - - SLOPE MAX. OF DAM .'`DAYS OF COMPLETION OF ANY PHASE OF GRADING. GROUND =I I =I I I•-III=I I i=I I-I I=I~I=III=III=III=III= I I=III=~ 18 RCP ~ 2. o
JANUARY 1 -MAY 1 --I3' MIN.I-- - _ - - - - - - - - - =1 ~ =1 I I=1 ~ 1=1 ~ 1=1 ~ 1=1 ~ 1=1 ~ I=~ 1=1 ~ I=1 ~ 1=1 ~ I=1 ~ Ii1 ~ I=1 11 - ~ ~ z W
120 LB, RYE (GRAIN)/ACRE ` ~I _ ~ - _ _ `50 LB. KOBE LE$PEDEZA/ACRE I =1 I I=1 I I-=1 11=1 11=1 I=111=1 11=1 11=111...=1 I I=1 I - .11=1 11=11 I=1 I ~I 11=1 11=1 11=111=1 ~ Q
+I I I=1 f 1=1 I i=1 i 1=1 I I.I I I-1 i 1.=1(1=) 11=1 I I-=1 =I I II I I 111=i 11=11 I-1 11=1 11=1 11=111-1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 11=f I I=1 11=1 11=1 11=1 11=1 I I=1 I I-=111=1 11= ~ a
MAY 1- AUGUST 15-1 I I-I 11-1 11-1 I I III III III III i i i- I-1 I I-I f 1-i 11-III-I 11-I 11-I i i-III--1 11-1 11-f i f-1 1 1-1 I f-l 11-1 I I--I 1 1-1 I I- I i I-1 t 1-1 I I-i I L-1 11-1 I I-I 11-1 I
40'LB. GERMAN MILLET/ACRE AUGUST 15 DECEMBER 30
120 LB RYE GRAIN/ACRE
YARD INLET SEDIMENT TRAP Sheet C-9
Y SEDIMENT TRAP. MP T PERMANENT SEEDING
YEAR ROUND NO SCALE NO SCALE
200 LB. K-31 FESCUE/ACRE 30 LB. 50:50 OF TWO IMPROVED BLUEGRASS VARIETIES/ACRE