20081217 Ver 1_Site Plan_20081006

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Contactm John Kokales. Quest Construction 23011 Sth Avenue NI. E. Suite 230 Aberdeen South Dakota 57401 : ' (6Q5) 72516000 � .
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VICINITY MAP LOCATION MAP
NO SCALE NO SCALE
PLAN SHEET INDEX DESIAOO"ONED BY .
m m -MOM,
C-1 TOPOGRAPHIC .SURVEY C-7 LANDSCAPING, PLAN BUNN E1461' NEERI.NG com . POCE
b
C 2 COMPOSITE PLAN. C-8 EROSION AND STORMWATER DETAILS,,
SITE DETAILS
C-3 : 1 SITE PLAN C-9 'C
IVIL. ENGINEE.RING/S.URV' EYIN .G
C-10 SITE DETAILS .
C64 EROSION CONTROL PLAN
152 NORTH MAIN STREET
C-5 SITE UTILITY PLAN C-11 SPECIFICATIONS
C-6 SITE DIMENSIONING , PLAN MOUNT AIR-Yq NORTH CAROLINA 2703�0,-
PHO 336 78 -9- 6610
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.CALL'S. ALDNG 60' ACCESS: BASEMENT
'LINE _ BEARING DISTANCE. LEGEND L-1 S21'02'43'W ; 65,26'
L-2 : S43'31'S4'W 101,67, ' V" F~
EIP: Existing Iron Plpe L-3 N43'31'S4'E . ` ` 113,36'
• NIP New Iron Plpe L_4 N21'02'43'E 3,19'. _ o .
' Bench Mark:-
' Q Control Nail CURVE TABLE . CURVE LENGTH: ' RAIfIUS CHD, BEARING ° S SITE) , ~ ® ; , ~
f]PT Calculated Point. (NDT SET) CHD, DIST RR S Ike Cl , 271,02' 230,00 S7T1T19`W , 255,61 ` p Rall Road Spike V
`~.iPP C2 : 281,28': 290,00;. ' N71'19'06'E: 270,38 n~. U es cres 1 -Power .Pole W t In CCCSS asement an gent and ~ z z ,
~LP Light Pole : 9 i C • ~ Z ~ o
Drap Inlet ~ CreS Wl In 1 t"®- a 0 rive . _ Dr1ve ~
m . Curb Inlet ' _ > . ; 1.,' S ALDNG DELINEATED WETLANDS • xW~.
S Sanitar Sewer Manhole ' O Y: LINE . BEARING. D ISTANCE.. W ~~Up
-,Sta^m Drglnage Manhole > SCB-11 TD SCH-10 N36.'4T08'W. ' 10,94' a 5a CMP ' , Corrugated .Metal Plpe :SCB-10 T[1 SCB-9 N10'20'2TE 21,90
RCP. Relnforeed Concrete Pipe SCB-9 TD-SCB-B N00'90'25'E 21,24' a
~QatiS -oHE= Dverhead Electric Line. SCH-8 TD SCB-7 N15'26'39'W- : 17,58' ° iZ ~zorn
- Das--- < Gas Llne SCB-7 TD SCB-6 : N25'20'll'W. ` ` 20.06'' ,
--WL Water Line " :SCB-6' TD SCB-5 N0T35'59'W . 1617` I~ ~g ' ® ~ q wnl "SCB-S TD SCB=4 , . ~°w
N28 5120 W 43,24. ,>x IE~ . Water Meter '~>o i``~ . SCB-4 TD SCA-8 : N7T38'46'W 10,81'... lis NO SCALE. I-I 1' .
Right-of-Way.. .,A~ F 5 ' SC.A=8 TD SCA-7 N43'38'3 ' ~.;a 2 W 13,77 .tp •Z W
~ ~ : Zordng Drdinance SC - _ > > . '+~o'lo s.D.M.H. ~ ~ . A 7. TD SCA: 6 N45 38 52 W 22,62 ~ , ~ 1; roP=loeos~+- .,s i~ i , " . , ~ p E., I
+ELEV: Exlsting Spot Elevations _ SCA-6 TD SCA-5 N06'S6'Ol`W _.27;64' Inv, tn=to74:e1 ~ , ~ +Ep Ed a of Pavement EQoe aZ~
9 _ M'+..- :SCA-S TD SCA-4 ' N08'26'43'W . : :27,24' }T~J p --r-~ +TC Top of Curb ;:SCA=4 TO WCA-3 NOS'41'Ol.'W 34,21' log 0 0 . _ ~~ox
. _ nv n 1073:91 . W~ Located Point: at 4he to77---- 'Existing i' C6ntour Line , ..WCA-3 TD.WGA-2 : N14'54'18'E : : „S:D,M.H. ~ . d Point of 4he Imo'; . m U ~ ~ a
` : 13:16 , Interaectlon of Main TOP=1081:04- WL --'1080--- Exlstin 5' Contour Line Inu Dut=1073:6 ~I .,'.Drive and Forrest Drive . 9 WCA-2 TD WCA-1 Ni3+43'26'E , : 9,14 _ ctlon of Mcin ~ ~tio`~ Ind Forrest Dr(ve g o
WCA-1 TD SCB-11 N48'36'52'E ~ Vitt , ar. t~-...,;,,, 3,69 ~o a d / ' I J Q °b - _ !079,76
123,34'. T E "=-~109Q,..,;,
i : > ~g~• ` , . 1080: . - - - Rebar ~oN_E
s~ r~a II i r . I _ ~ ~
VZ•. a~ ~ , - . _ i 79:22 564'4 X564 41'26'E_-- - _ ~ - -
, P - - { - _ I <; - - - '=15081 _ _ ,"..1`'1~
r A .'c 10113 " - - _ - ~(fI076;0~?-.. ~ 1076,29 ' `
_ ~ 64 bt'. e ! ~ 6,13 , oN.
~2, : ` 1 ~SQ. $6933 NIP it : „ , ti° . r, _ ~ g,00 r ~ ~ - ~ + 1075:35 ' ~ - fWoo5d5Une ~ ,~1 I
, ;.:3 i . ~ o~ ; I ; ; , r ; 960 ' , ; ~ l : / . ~ , ~1/ r / +1074,25 ~ o ; c.
/ ~ ' , a ~P , r ~ ~ I
1Op339 MPS , ; I, REFERENCES _ / - , , , ..9 Da41at Ente? E , `r II, Oµ ~ u ,
% +1079.7i~ ® ~ ~6j , ,~,/r. y1014:55. Tax ID 5929-10-37..5180. , ' , g ~ s ~.IO,S~ 1\\` s`~4 rs
~ , 1 / ~ , , i ? i I: r(~j + 10710 Ip)g r r ~ a` t~ P,b. 438:. Pg 103 ; ~ 3 11 _ ,
_ e - 3 % ~ , ~ , nv, Out-!071:54 , ~ A /6~3 /gyp B~ 1H" R~t?_----- - \ + 1015;56
/ /~c i / ~ ~i6C, 107: _ t _ac f 07ag : ' i}V~? i F / PP ~ '+,1015:20.' nK In-1074:27 - ' o F J1.~-1~ ~ ~+.1075,04
~ h, , l~ / WCa , ~ : ><J •8q , .l ~Qyt7 6• . ~0)g . ; 1 7 ,01 ~ ,
' g , ~ ~ / i%i ~ •1°1 i ~3p; . Dui 1071,68. + 1074.17 , A~ ~ : , . EIP , ~ ; WCAT~ : NQTES / ~f07~
/ , ~ , / i I +1073,33. . , • , . ® , i i / 1076.45' / CA= 10 1) ALL DISTANCES ARE HORIZONTAL SURFACE i i; . / ; ; . ; , ; y , _9 '~~-ro74,: - I
~ Q ,
MEASUREMENTS / ~ ` , r~A ; / / , . . liiij
2 WETLANDS ARE DELIlVEATED BY ENVIRONMENTAL SERVICES INC, AND / ' ~ ; , ; ` _ ~ , . ' Delineate! ~r . ; - Delineated Y Y e~l~~~s. w 1074,95 i N N ~ Df~'Jco Investor. I • I
LOCATED BY BUNN ENG EERING CO. P.C. 1 ,oa , / i ;1. ? ' ~ , , ~ ~ ~ / w
/ d+ r- - .0.039 3 THE DATUM FOR CONTROLLING VERTICAL ELEVATIONS IS N.C.G.S , ; . ; S / . , . , ; ' E er ; c, + to74.~0 . ~ Not of ` ` ~ _ I ' ! r / • ~ . Control Nail #2 / 0 9t r r , , , ~0j3::0.039 Acres _ ~ NI DFflce tnvestdr, tl_C' S Deed Bads 1180 PG 46P . w Deed Bank 1191 PG 82 I ~ •
HARDEES WITH A : ~s , ; ; o~. N = ?e99ao : ; ' sig7v ' I SCA 4 SCB-7 ,`r N ELEVATION OF 1099.90 ARE SHOWN ON PLANS.. >r ~ , , y , ~ ~ , . I See ~See1'~ab~e~,
1 r r E= 6150,61 1 c , , ~ ' , , 1 , . , ) ~ q 1 Q) / .Elev. - 1078.60 I , 4 SUBTI7CT PROPERTTY FALLS WITHIN DESIGNATED. FLOOD ZONE C AS - r A;
/ ; ' / 2 ; : , I . 1 ~ SCB-6 to , r / , •0 . . . , ~ E RATE MAP WITH COMMUNITY PANEL r I , , r , . , r e I ` _ ,lDI~.~,, + 1012,45 ~ I I o I p ,
. r 'SCA 5 NUMBER 370364 0065B DATED DECEMBER 11981' a , J ' ; ; ; ; / , : s I . _ ~ .1073,27. j`, _ I w O
t r ~ r l ,
~ I \ , ~ I ! , ~r / 'r ~ G/. +107 :IG I , ~ 1073,43 p! ~ ~ V ,``fit.. ~G%
/ r / .SITE DATA..:. F , 1 ~ 1 , , _ y , ~ ,p \ - _ + 101135 ~ ~ ~ ~ ~ ~ + 1070,11 _ g,,. I I (n N
/ . ~ I B~! , / ~ r i / X416 :79 a lpj ~ ® ~ i o ~ ` TOTAL AREA = 3.765 ACRES . _ ~ r s , / , , , ~ , , ~ e ~~A-6 ~.C~4'-` 1070-~,.~~ I G
3 r r 'r , I ,r , rCC ,q, i , , , . o I , , , ' . 7 , r~ r . , S ~ ~ ~ \ , ~ +107290 ' ..~J~66 :
~ 1. l , 1 r ~ l~p r. j ' , - +1076:04 , , - ~ - t 1 ,r. r,, , , r. - ~ ,'11 , , , \ , ~ \ .106 S~ ~,~tDl7,7~66 ~ 106847 Y; I (I, a ~ ~ \ ~ + 1067,60 ' ~ ~I , I RI . W
ZONING ~ r r / , , ; ; r - , , ~ \ - _ ~ to69.o9~ ~ Ben Ir~ark ii ; ~
`i ° I I ~ / r, ~ / + I. , ~ bi~~ +1011.38. B3 - NEIGHBOORHOOD BUSINESS . , ; . r ; ; % o \ ~ ~ ~ ~`fo6 ( ~ io,e3 . Iw - N1S m LP' i~ .
B4 -.HIGHWAY BUSINESS . to :lA, ~ , 6. lo7sD2' ~10~ Inv.'Dat=3Q¢8~2\~';r Elev. =1074.40 ~i ~ ~ 0 `N ~6'g~ P 6 I O ~ ~ it
. - ti 1 r „ r / h r. I , ~ + 1075:47 ~ ~ Inv In ="dQb66 ~ 0 Q ( ~ rejO ~.r , / . n.
` Inv In=1887. IgEp 93 ~p1o, 1nV, in=1069,91 + 1070,11. inv. In 106Z7~ Inv, Out=1069,49
+ . + + 088,1, OQ~ ~ I I i r i r i 1078:95. ' i : p 1 ` a1,. + , B3 'SETBACKS r r ~ :~1~~ , . ~ , r. 107&f;7 ,I 1 . + 1077,58 !p , . >s \ °15 lOj4:l1 + . Inv, In 085.4 i r r : ,;~p r , r i ~ r . I ~ ti _ ~ + ,/5, - -.iB71;03" Drop, Inlet I,Q9, 1~.~ S~d~ S.S.M,H. I T TyDA.~414 ~`~R` Top=1070.2 J!4R~°~. = . - TOP=1074.3 ~ ~4g
~ b FRONT , 35 ; 1~~~~- - _ t~ ,e Rebar ~ Rebar S5T29'S1'E. TOTAL 135,02'. PT I III ~
l ' i : i, i i k ~.~'1 - 1079:42 ~ i i i ~ ~ . LP 10 ~ . SIDE =10 ~ Inv, out=loe . toe ,
~ , ~r ~ I. 1. , r , 0l / ,.;o , , r• (.r i , i +1077:33,. , I 6,72 I -~2 " 2';~CMP - 5,0 ' PRebar I ~ t Curb Inlet Inv/ Out=1067,5 L I r OHE z ` , I r I Jnv In=106A71 Control NaG N3
REAR-20- l m ,f,, i l,l - ~ I , + 1: r N~ r , I I , . ~ , 1477:17 I r ' ~ f r i i ~ EIP i , . , , + 107550 1 l ~ I c W -JOC=1071. ~ InV,;Tn=1066.96 I I I / .SIN Inv~fut=1064,48 ~ ' ; M I i N ^c5E7J5
MAXIMUM BUILDING HEIGHT = 35' ~ ! + ~ ~ ~ I ? i~' ~ f i I i , , r f ..107&36 0 I11 ' ~ T r• - r o: a:; a ~'1 ~I E ..65!0,77 ' L~~ Driv OyE ."7~ojal . g it X01 ^o 0 o I S.D.M.H. . Elew = 1074.43
r I ~6~:2f{ I r r r o I , I I y : rv`~O r, ~oi~ `0 1. ~ ~I TOP=107J,92Q
i i i-, i I i , 1, i 1. ` gym: 1`, is 16,12 J f tp ~ I,r rl v EP' r/ (1018:36 ~ , ~ , ° l ~ ' hate ~ - HE `Mn , fnv. In=1063.69 .r , i Inv. In=106~i32 lnx Dut=106^cd2 . (m Curb inle nv, Out=1063,64. 36 RCP I I I _ I I 0lIE ; Inv. but=193 2411 L r , .e
• B4 -SETBACKS : r1 1g79:z EP. ,u :t l rr , , , t , - ; ?o~A ra~~ =-~o~ N51'29'STW TOTAL 135.0 ~•T _ 3ti_ _ ' S' STOP r7Rq~E
- ~ : 1069:66 ~ I .iii i i i l r l "L( i ~ I : jo p raj ~ '!?o> FRONT - 35 ~ , s~ . l 1 ; t 1, ~ b t ' ! fc >A >r,~ °o I r; 1 r f r l r I + 101764 ~ , ~ 1 I` o s~; 9 •--..~..Z20 01 S.D M N. , - - , ~ ~ ME ' 9 ~o i 5.0 o roof e N Boer-]o6a73
SIDE = 20 ',D , ~ 1Q86:26, l~ 1 ~ ? ' . 1079,48 ~ : \ ! 1075.75 Jp C Y': i . - • io7z,1o + 1070 5~ ~ =Ttll~ao72~49$!!; a t l ~ R~, n,~ ~ ~ ^ nv In=106&67 -
, 1079: ~ 1 S ' ~ ± 10_72:68 _ I ~ ii' i i Jri ' ~ r NIP. ` ~dC ,QO - „ +107i',68 _ _~;+1D7074 +~~~;~-~+i\'1 - w • ~ , Invli In 6755 ~ q'61'.,..: D.M.N. - _
MAXIMUM BUILDWGHEIGHT = 35'.. 1. , rr ; r : l• r r l , ,1 ~ . >s -'`-1072---__ ~lOj~ ~'H`,I I i i .i iw 01 ~i 1074.00 I, - --1073 _ ~
l rp l Ilfr Il * _ - ~ + 1071:59 + ` . ~ % ' : + 1073:57 r I r r r ~ ~ , V ?07J,P7 . + 107: C , .~8~, . 1 . . 551 - fo3r , I~ _ % ~ ~ i ~ , ; °tiF Irv I the Curb Irdet . ~ 0 1068.36. _ + 107433 '
j (i i i ri it - i +1078:49. ` Q ` ` , ~ ~ + 1075:38 +1075,38 '1074.,;_ - _ _ ~\jnv. In~lQ6&1 / ~ I ~ ~`IS i0C®1074.56 ii~ 24' RCP + !075,41 - - _ ' _ _ I / I ~ IB Inv. 1n=107Q72 ; ji ~ ,
/ lip:. ~ ` ~I~'1' O EP ~ : ~ 1075A2 . - + 1073;69., `~I ~ I~ +i 1012,93 i I I' ` N v~ `~~CP ~ Inv. Out=1069,64 . I \ I ~f07J1,00 , I e r ,
~ . l l!.. ~p ~ 1, l' f : , ' 10 9:63: 107934 1, \ ~ EP , l rU 'py l r, 1. 1, , "`Q ~ , I a"+II o I ~ ' I ~ .iii 1 ,.-aol ~ W~ ~ - 1 r , , ~ r I 101 N C ~ Clab I let 1 !r +i10~2.1g , { • , 1 0l ~ 074.71 TOC=1 4.70
]091,69 r I h ti, ~ u I , , : ~v _ .
1 i ' ~ i l' i i ~ ; i "Y + 107692. + (076:72 r + 19.55 r / 1 . ^ '"lJ , This:. is: to certlf that ,this ma ; or :.lat. and the- : , I + ~ , 1. +1078,i~i . by I ;r ' 1072 42 i : ~ , iv g Inv. In=t070A I
• - , ~2,, r l/.;1, rlrl~rr,l w , I . In, f r r l I,,Ir,,,, ..r r,;a i. +107,16 , + 1075Jq 1 1' 1 ~ > .pl ' I~ e j
surve ::on which It is based. were ma a ,,r 1079:63.. . i Y a - Q + WI Q~ ; ; i - DATE REVISION. ~ L to7z,73 ,9i~ ~ (U r\ i i ~ I III i o
i 1 Ir r nl 1 _ accordance . with .the Minimum Standard ...Detail . , : 11',7'„1 : ~ 1 , 1r 1 , r ,
Re uirements .for: ALTA ACS a , , . , 111 r . r , , 111 ,l Ir n i. e u rveys I r r r r udde- r. ; + 1075 4 _ . r - ` +107614 ~ i : ~ li,l~ I r col
, 09.5 ~ ll,f,ljlr Sign,. f..: r ~ tl Y , u, r , l r l I + 1078,47. i QJ . + 1017:27 _ : , omtl .established and ado ted b ALTA and. NSPS , : ~ , : 1 Y :P . Y ~,09 _ r ll ,,,l,lr, 1 I _ , / +.1074,60 I r ~ I / _ I ' +07294 ~I~ . ~ ~ ~
~ {v - - 3 , , ,i`: f J)iir 1095' i, ~ i In 0 ,.:and .Includes Items,1 6 8 10 11; b 13 , ,1 r,, rl 9 I I ~ i i ~I . v
s r r r 1 EP ~ r t, , . r , l ~ f , , • Control Nall #l; r l 'I : i . !093,53 ~ i , ijil f +i~ . N_. 275441' , i \ ~ ~ ArII . i ; a. ~~~~Illlrr~rrd'
o : a e A :hereof. ,And pursuant to the , + 1077,13 I ~ +~0~3121 i~'~~f l ~irf i `E = 5940,3b".. 1 ~ . , . _ , ' ~ Etev, - l079,'~ I it ! I' N ~ , I ~ ~~~`,'~N CARpf da~``ds 1 _ I.. i ~ I,pl I p~. ~ I C9 `A~„;R ,•r[oYQU(r.~~~s~~i fPY -
accurac land rds a ~ , . 1, , Ilp $~1/ ,11 , - s . a s ado ted b ALTA and .NSPS: , ' r , , r ~ ~ . ? ` , . Y P Y:
ode Bo~C ~ EIP Qnd > n effeG ; I , . ~ EIP : ; 61,13 ~ t On th@ datG. Of the.:. CertlflCatlan _ - ,to94>: Rebar +1078:(6 262,76' . _ EIP „ , N5T29'4TW ~ ; . ,'~i5.oo I r Rib ~ .f ;~p rl + 7 253.08 I I POB I ar ,ft
, ` 9 - undersl ned further certifies::-that.In m - TOTAL 20,62' + - -~~..6\` +to74vPT l t 1 . I :c 107~~T _ I - r`i
. + 1077,93 p . r1 1111 r11 - ---}09609-_~_._. rofessional o in ion as a Lan S rv , . , , , ll r, l,, l r - d u e or ; Re istered - p r Y 9 I; ,r,fl,r,lr~-'I - 1076,71 ~ i I' I I ~ UK't e `~+101655 _ ..+107311-__ - I `ITC i' ~ s+. IaJJg q
+ 1076,44 . ' in the,:.: state of North Carolina, the `relative . EP I,r ; r; r,lo , ` P 10~i4,74; ~ I ll r'r l 1, r, . + 1076;15
' 04524: r ,Ir r r I / , haln LVpk Fence + + 1018:39 + + 1078:28 ositional aceurac of the: surve does not :exceed r r' 1„1 r"'' r, r r r l r r r l r !019:73 , + 1078,41 1078:16 ' `+1076;k5 +1071.45 I I lDIS~S ~ ~~,/~'n,~Q`Q~~~~ti;~~
P , . Y . . JY . 1678:46 : . + 1077,33'. ~ , ~ . py Ir~eee lotrlec><i,~s~a . . '~I I, ~
hat ~ , t ,with is; specified therein, L further .,certlf that , ; .Y , + 1075.81 I ~ `
all arts of this u rve and drawin _have been Y 9 , ;
coin leted in accordance with the current : _ ; , : I ~ ~ ' 1. o ~
requiremen s:of practice for .surveying:in ,the state
r of North-.:.Carolina „to the best.. of m knowled a and - , , , , Y 9 ,''a, oy ~ . ' ~
e le ; su )ec. ; o easements,. right of 'wa s, . ~ F I
Y• restnetions sand reservations of record.
W , O. ~ '
i Deed Boak;ildCCY 07 1010. - , , , , r m Ii Z. ~
r. i _ li ( ` ~ ~ 2 O
r . Ii l U : atl
U .
GRAPHIC.- SCALE samm. V. 0 t=1071.25 p I '
Date 60 or L-2827 J0 ,S 30 Registered Land. SurveY. ,za TOP=1075. ` 4 U Inv. In=1071.~,,;: Inv. In°1071AB
( IN FEET N,C,G,S. 'Hardee., Sheet C-1
I inch. 30 ft. N = 995661.07 1 o E = 1523634.86
Elev. = 1099.90
Combined factor = 1.00005321

S.D.M.H.
K.14 : Intersection of Main
I-TOP=1081.04-
----------------
Inv. Out=1073,6 Drive and Forrest Drive %)
7 ---------
7
WMOOOO* (010 N5o*
21 t54'V
00
It 123,341 Tl-'E Rebar 10"E
co
-- - -------1080
ir 0
--------------
�7- ---------- CQ
7 -------- ------- ---- ----
-, 1 7 9.2 2
-41'26'V- ------
--------- S64 ---- -----
00e ------- z z
------------
PR -- -----
------------
it 50-811 --I----- --- . I PIPE SCHEDULE
I -- ------ ------ -------
d
-------- ----------------- + 1076.29 0
--------- PIPE LENGTH PERCENT SIZE
.000,
13 CLASS
it,
�z 10�
Q�§5 i?_� ------ 215.00 If 1.52% 36"RCP
do -------- ce W
0 2 77.00 if 0.80% 15"RCP �D U
-W C)�CN LU U) a %_j
4P I 1 0 +�'o7oYloine
IN-e- F_
X 0.80% WIMP E-1
NI 3 186.60 If Uj
S69
9- 0 Y)E­4
44.00 If 0.86%
+ 1075.35 . 4 15"RCP
LA 15"RCP z 0
1 5 137.00 If
0)
C)(0. z
�,/ 1.1," " + 1074.25
---------- Co. .
6
169.00 if 0.80% 18"RCP
0
W
010 NI 0 Al 7 25.00 If 0.80% 18"RCP Z >-,
o0z
100,39 99,�,_.
ot Enter
DQ,IN' CD
9
Uj CQ
L-4 i1n1_V,-,Qut=1071,54
'0
1% 124:
+ 107 55 FT j
dop. 6
+ 1079,7(
0 'yo,> Do 0 E-,
DrbD Inlet #1
�110 I V�, z
do
1 ,40 (Std. No,840.04)
07
Top Coveil-1074.75 0 Z
L LO
e
Inv. Openinq=fO73,92 + 1075.58
J.
nv In=1074.27
777 Inv. Box=1070.00 -, + 1075.04
PP
0,7�.6
Ito
Out=
41,
0 EIP
Ile,
atch .13"asib/ th ,
+ 1076,4 X W W Office Investor, LLC
5 td..No s40.9z) IP
10. - -
10, 11 IN, 1OZ4 r) Deed Book 11
4107
Toc- X.20, 31 PG 8
6"Tap
v
EP
lodo.67V
1074.95
o rot' Nall, #E!
e
1077
61 1
61,5T
EI�V-:i: 8.60
_A 107Ar-n
TC=76.30
Xoq4/ 10
11 ncrete F
�datch Basin -v. 2
(Std. No 840.0
L0
Note:
roc=1076.80
Inv. In=1073 Noj�th American Green C125 Erosion
Con1tvi-Iiianket Shall Be Placed In
Inv. Out=1072.95
Swett As.
%
Wt� ktl
00" d73�43
-7
J.
Pv: - r il '/I . 1 11 Note:
**4
Connect W! Roof
W tip r 1071.35 . _L
\\ Q+ I
00 As Shown.
bra!
01
070- z 0,
'Drop 31nle 2
72.90 �§- --------- Office Investor, LLC
(Std. No 840.04)
Top Cover=1071.38 IcL Deed Book 1180.PG 462
+ 0 60
\H(Indicap Slqns nv ut fO&Q.26
N
I I\ - , --- I Inv. OpenhI!j-1W,%,.a.X.0 10
WN, 1_" ---- F 106 9
Inv. In=1066.73
A �_106 Inv. Out=, 1066.63 Bench Mark: 1A u
J
0
N/S in LP
9 "Yo
06)
0 X
0
V10-75JOT7-
+
.1075.47 L wev. 1074.40 J
3
Inv. In=1068,87
1\3 I V­ Inv, In=10. 69.97
107895
+ 1070.71 -Inv, In=1067,77 11 4
+ 1 , I - - riv, uUt=1069,49
1+ lu/c!,/ ------ (n I
iv. In 6-t. Prop In I
et S.S.M.H.
1 0
Top=107 .2
TOP=1074 30
I � 9
EP Rebar 7"
S5729'5 E I U I ML 135.02' F .
80.01 ?ebar
DO
1079.42
48.35 (M 40
080.00 12' \CMP
_-7-urblide, Out=1067.57
077.33
\-InV In=1069,71
+ 1 Control. NoLit #3
It i U tC=1071., Inv,,,In=1066,96 I i I I
+ ft
ip,:, 1075EX' RESS N = 2527.75
1 Inv. 0'
- 1078.38 it W 0- ut=1064,48
HqT C,-f SUITES IQ S.D.M.H. E - 651).77.1
oEM D /*\E(ev, 1074.43
I'll C)
cz) C) ro 101J=10/.J.92
tF -78.50) 1
1.. -1-1 rri OHE nv. In=1063,68 __r I Inv, Out 1062.12
Refe T' '32
U631,
r6 A ural Plans nv. Out=1 Te
CP \dul U, Ill 063.64 3 RCP I ul 0
Qj + 1078.36 2411
EP For 1130H Dimensions TOC=107' V. .....
1079.21
1��.zr P 5'
WCE
TC=78.20 zzzz. EASEMEN7
% SIORM DRAj
E
[�L�t Book 10 p
71.9
97),
36
1 79.4 11 + 1075.75 1�1_inv. In=1062.67
-.2
55 z
CV NIP --------
000
-pgm
4
'(0 01 ft-.%.
10 UJO it U.,
V\
gal row
+ 7,.27 1�,,*. ! I M . Fire Curb Inlet
1075.51 "6)
-M- affil" I W11-
.,A , -. TOC=1074.56.:, 7
+ 1078.49 �y
<
C-9
nv. In=1070.72
-----------
----------- +�A 71 c3
In
7 4b,
EP41
Handicap Signs 0 ur, et DATE REVISION
iu 1 7.j-f I
To
3 74. REV. if I
074.71 C=1
+ 1076.92
Inv, In:=1069,8
Draiiiage Ep nt
f Inv, In-1070.0
7�r 4
----- -----------
68.00
6-- X "'D Inlet #3
C: 0
I'D
Al. Q,
Uj (Std. No 840.04)
Top,Cove =1070.5.8
TW=78.30 TW=78.30 C) ff: Inv. Opehing=1069.75
11 i U-) Inv. Box=1065 50
Catch 8 dn 4 AL
Lip I , if 'a �7
;td* No 840.02) Z 5 U
L
gni I DC 1076.50
EP IV. In=1071.45, C3 0
Inv. Out=1071.35 T
X,
ON
W 'T k h
all, #1
­0 a
.47 C I CL
M Q
N
&Z" G
u NNW
36 ----------- 7 �D J*q It C
7990 42%
TC=76
U) 00
Code BOMY2' EIP 267.76' EIP 334.00 0, Ln
if @ 0. 181,10' C-9
T 71.98' azl�
III ! V Reb r
- ------- 7-1 8 a Afffffffff�
-------------- --------- (POB) r
TOTAL--620,62' ------.11074,69
S.S.M.H.#1 ------------ ��-S.M.H.
00,
­90----------- + 1077.93 + ---------- 2 1 1 . 1,
Top=1077. 1 W j z
----------------- Top=1074.50
+ 1076.77
Catch Basin #4 Inv. ln=1072.80
Catch Basin # nv. In= .70/ Aq It
Catch Biiitl 16
INFIURAtIONSASIN-----------
(Std. No 840.02) Inv. Out=1072.70 (Std. No 840.02) ------
(Std. No 840. .2) nv. Out=im"o
Toc=1076.50 Toc=1076.10 Peak Flow,-Ql* -945-cfa
-T-q;=1072.50
+
Inv. In=1071.00 Inv. In=1069.80 + 1077.45 1krainage Area = 2.75 Acres
+ 1078.39 Inv. rniA068.35 0WImpervious; = 53.0%
Chain �kik Fence
Inv. Out=1070.90 + 1078.16, Inv. Out=1069.70 Q)
Inv. Out=W6� 25 Uj
Runciff Coefficin ---------
et = 0.53
GRAPHIC SCALE ftA
Req"d Volunia-=5360 3
20 0 10 20 40 80 Volume Provided = 5954 ftA 3
Req'd Area 1340 ftA 2
Area Provided 2815 ftA 2 q Sheet C-3 ,
E-4
"1111111-W-1,11
IN FEET
inch
1 20 ft.

. ' .
Disturbed Area. 2.50 Acres
12' MlN. V
General Notes:
IL
0
■ ■ ■
. 1. Before Conversion From Yard Inlet Sediment Trap To An infiltration Basin All Accumulated Sediment O.
�-
Narrative Description » Must Be Removed And Properly Disposed Of. .
6 MiN. OF 2 -3 P .Y p V
COARSE AGGREGATE
50' I 2. A Minimum Of 6 Inches Of Bottom Material Must Be Removed Below,The .Design Bottom Of The " Z Z
i MIN. OVER FILTER FABRIC 9
PROJECT DESCRIPTION Or►g►nal Yard Inlet Sediment Trap. r a
. '�+
- Z O
-_ - 3. The Infiltration The Pur ose Of This Pro Project Is To Construct A 4 Story Holiday In Express - - - - Basin Is To Be Constructed So That Bottom Grades Are Level With Side Slopes No [�1
P J Y. I-) INFILTRATION BASINN i> h
Aton With Associated Parkin Lot. And Drives On A Site Containing 3,765 Acres. = -�I-I I Greater Than 3:1. GY
9: - . . 9 9 = - = _ - - W
III-III-III-1 _ _ U
- - - - IIII1I W .
1 4. The Bottom Of The Infiltration Basin La er Of Clean
SITE DESCRIPTIONr
Storage El. = 1069.75 _ B n Must Be Lined With A. y Sand With A Minimum W (Y,
` -111=1 11-I11=II-
. I I-III-III-I I »
- - Depth Of 6. �E-+x
- - P W CO
_ III III III III III - _ III III . III III
t�
The Property Is Located In Mount Airy (Burry County) North Caroling Just Off - - - Bottom EL - 1068.00 _ - - -. : . . '. ,
PUBLIC ROAD
- .• - ,-,• - - - - _ 5. Care Should Be Used Dur►n Installation To Min►m►ze Com action Of Soil On The Bottom And Wails Z 0+
.,� -_ -_ :.+iA X; Cti t..�► •..:. j. .A..,N'!.'a�Cy':r 4...IN:+.: ,-_
Rockford Street <U,S. 601) A ►^oximatel 1/2 Mite West Of The U.S. 601 / U,S, 52 i I I III III III-) I ( I I I_I I I=1 I I_I I I-- I I g P r-,
PP Y. - - - - - - - - - - - - ___ - Of The Infiltration Basin Since This Will Reduce The Permeability Of The Soii: P4 Z �.�
ntersection. The Site Is Located On EMS Drive Which Is Found Between KFC And
fx
I - - - - - - - - - - - - Z 00
III-1 I I-1 11=-1 I I-III-III- - - - - - - I - -_
- - - - I I III . III-III-III-
�:
Bur Burger Kin On The North Side Of Rockford Street; EMS Drive:Ends At A Cul-de-sac. _ - - - _ _ - _ _ _ _ _ _ _ _ - _
9 9Undrstrubed Sort 6. The Basin Shall Remain Off:Line UntU The Site Has Been Stabilized.
W
-III---I I I_I I I-III-III-III-III I i ► ►-► I I--III-1 11--i I I_I I I-1 I I-III-1 I
Which Is. Located Within The Buildin Pad Of The..Pro osed HoteG' The Site Is - - - - - - - - - - - _ - - - _
9 P _ fil. LiI III Ili 11I iII IiL III Ili iII III 11i III Ili III ill Ili
Z Z I:
Currently A Clear Parcel Located Around The Cul-de-sac End Of EMS Drive West Of 7. The Infiltration Basin Shall Be Seeded With Hybrid Bermuda Grass. ' ' W CID
Y W x
.. _ CU CrJ
The Intersection Of EMS Drive And State ;Street. The Previously Graded Site Is Open. TEMPORARY CONSTRUCTION ENTRANCE E-+
. C'0
Z
And Grassed In Areas That Are Not Asphalt With No Signs Of Groundwater Springs Or roSS SeCtlonaf View 6. Maintenance Inspections Shall Be Made Quarterly And Within 24 Hours After Ever Storm Event P4
P . 9P _ Q Y Y W
NO SCALE Z O
Rock Outcrops, . NO SCALE Greater.Than 1.0 E-r
1. Z
ZZ
9. All Inspections And Maintenance Activities Shall Be Recorded And Should Include The Following: �
EROSION CONTROL MEASURES P g
Date, Condition Of Basin, Any Maintenance Performed, And Any Issues For Future Maintenance. E O x
: � �� p0-
m .-►
All Erosion.Associated With The Project Witt.Be Controlled By A Temporary Sediment 10. Infiltration Basin Maintenance Shall Be The Res onsibilit Of The Owner.
TrapAnd One Yard Inlet Sediment Trap That Witt Remain In Place For The Duration Of P y
P n
The Pro ect Until The Site Is Stabilized With A Good Stand Of Vegetation. Once The
.J g m
Site Has Been Stabilized The Temporary Sediment Trap Wilt Be Removed. The Yard Inlet I T A .SILT 8 RRIER
Sediment Trap With Be Converted To An Infiltration Basin Satisfying The Requirements Of
P, Y 9 q
The North Carolina Department Of.Water Quality, ! -o
f - - - -
. I WIRE MESH FENCINGI . 00/ I
. ,
■ i To Of Curb .
.
Construction Se uence I
To Of Curb .
1 2.0
METAL POST. , -, ,
r To El. 1072.00
Iy q C C , P
L' Obtain Alt Permits And A royals. I - -III -Ill. III T�
PP. -- - - -
- -
-I I I-i I I-I I i;I I i-I
2.' Conduct A Preconstruction Meeting With NCDENR Prior To Any Grading. - - - -- - -I 1 I=11 I=1') I=I I (_I
- - ; ; Cover 1070.58 '5• . - - - - -
*, A I
1=111=111-111=111___I I _
3, Tnstal( Temporary Construction Entrance, As: Shown On. Plans. -- -_ - - , - - -- - -
-i- Storo a El. = 1069.75` _-I III I I-I I I-1 I I-I I I-
- - - - ®®� ------ ----------- : r• ---- -
4. Install Pie #1 Along With Associated Structures And Block And Gravel - _ _, FLOW 6" -- - -L---- - - - -
P 9 - - -
1- I I I I I I_I I I_I 11_I I I-T-�I'fi1_
5° -1 I I=III-11 I=III-1 I I=1
Inlet.Protection, As Shown On Plans. In Addition, Install .Dro Inlet #3 And Remove -- -- - - r-
P 111- - I I-I 1- I = -n- .. - - - - - - -
I-�L .L 1 ll
_ - I=1 I I=1 I i-III-III--I�I J-I
Replace Associated 18 RCP. i - .., _ - RCP FOREBAY INFILTRATION BASIN
P 1 II�i - , - - - - - -� 1=1 11=1 I I=1 I I=1 I I=III=1 11=
-. _}- : .l
- - - ' = - `� Overflow ;
51 Upon, Installation Of Before. Mentioned PI a Install Temporary Sediment Trap And Yard �- I I ( I I 1 I 1
P P P Y P 1. IL,-,-]IIF-�i_L1 ILL - - _ III I I I_�__I -� I = I I=1 I = = =1- M TTT Bottom EL 1068.00 .: .Structure ( III I I 1 1111 I I I
.
_ _
Inlet Sediment Trap Along, With Associated Silt Fence- As Shown On Plans: Upon - - - - - - - - - + -- - -
P 9 P �, - - - - - - --I I I_I I I_ III- I I_ -
_ . _ 1 I I 1 i I_ I I`tt
-..' a�..•....,,`_..Siwr��c!.•:h: .�• ' �"'Cy.� a A:.u!•.ar.,n, y n';I ,�..� 3.
�. 1 11 - - ,. .> �;.�.:�� ._ �,,:. ..3 '• .• :•.. . ILI-III-1 I I-III-III-I i I-I I I�I I I-
Instattatlon Seed Alt Areas Impacted By Said Measures Per Seeding Spedf(cations6 6 . ,/ _ -- � - - - -
6 1 - - (- - - - - - - - - - - - -
-
. . . I-1 II1�II._IIl-1 I i-1 I 1-111=1 I I=11 I=i 1 - I- I -I I _ _ .� _ ._., _
6. Ctear And Grub The Site, - = - -
- - - - - - - - - II III III III III III
- - -
- - III II
- a.
- I �_ �
III III III- I - - - -
i l ill l l l I I f�l 11-I I -- III III-1 I LI I I----III--1 I I _-1 I I_.
71 Stri To soil And. Use For Onsite Fitt, As Directed B En sneer, , - • • .: - III I 1 I-=-III-_.-._I 1 I--I I .
= -
81 Proceed With Grading Activities. • -
9 I- . ,'.:' • : . - i I i i I I III i I I III III_18 Class B Rip-Ro III-1 I I -__I I L___III _ III-III_ Undistrubed Soil I I=1 I I--1 I i=I I I
- - - - - - P P _ - 18 RCP-.® 2.009
Of Proposed Hotel. -- - - - - - - -
9. Establish Subgrade For Building Pad And Begin Construction :: : • :, _� - - - - - - - - - = - - - - .•;•'
- (_ --
I III I I I=1 I I=1 11=1 I I-I I I--1 i i =I I I_I 11=1 11_I 11-ILI=1 I I=1 11-111=1 I I=1 11-III--I I I_I I I=1 I I-1 I ..:. _ _ _
10. Install The Remainder Of Storm Drainage. Pipe Along With Associated Structures And -' _ 11= (_
1 1 _ _1 _ .
-1 I I-III=1 11=1 I 1=1 I I_I I I_I I 1-1 I I=1 I I=1 I i=1 I I=1 I I=1 I I---1 I I= _ _ _ _ _ _ _ _ _ -
- - _ I I I III III 1 I I 1 I I-1 11=1 11=1 11 ` • _Block And Gravel Inlet Protection; As Shown On Plans, _ - - _ _ - - - - - - - _ - - - - _ - -
____
11. Pave Atl.Areas. As Shown On Plans. - 1- - - -
-III--III= = = - - - - - - - - - - - - - - - - -
i I I i I 1 III-III_III-III-III_III-III_III--III=1 I I=1 I I=1 I hI I I=1 I I=11 - -
iiT- -tT - - - - - - III-i I I--III III=I I 1--111�111-111 _I 1 I=111=111- -1 I I-I I I� I 1
COMPAGTED_EARTH I1 i - - -
12..Seed All Disturbed Areas Per Seedin S eclffcation Within 7 Days Of _ I -`i I I-1 I I I I f I I I I I J III I I i-i I I-i i I-1 11-1 I I-1 I I III-•I 11-1 I I-1 1 1-1 1.1-i I I III 11 1-1 11 1 1 1 1 1 1. 1 I.I - III , I 1 1 I l i 1 1 1 1 1 1 1 1 I 1 1 1 11 1
9 P. Y
Final Grade. 1
13. Maintain All Erosion Control Measures In Good Working Order. Throughout
. Construction. : Inspect 'After Each Rainfall And Clean Traps When Half
Filled With Sedlment, Routine Inspections Shall Be Conducted No Less Than Once '�
. SEDIMENT FENCE .
Every Seven (7) Calendar. Days And Within 24 Hours Of A Rainfall Event Greater - '�'
Than One Half. Inch Of Prec1.ipitation. , NO SCALE . A 0
1.4. When All Areas Are Covered With Grass Or Pavement And Upon Approval From NCDENR
INFILTRATION BASIN
Rerlove Temporary Sediment Trap And Seed Atl Areas Disturbed By This Process. V
.�
15. Begin Converting Yard Inlet Sediment Basin Into Infiltratlon Basin. Alt Accumulated NO SCALE
Sediment Must Be Removed. And A Minimum Of 6 Inches Of Material Below The Design � A ■7
.Bottom Of,The Yard Inlet Sediment.Tra Shall Also Be Removed. �- IAIt .
P A o
16. Contractor Shall Verify That Field. Dimensions Of Infiltration Basin Meet. The Design Z.
Dimensions. As Shown On Plans: ..0
17. Place 6 Inches Of Ctean Sand In The Bottom Of The Basin.And Construct The Foreba6.CONCRETE BLOCK - A
Y
As Shown In The Details. ''C� X W
181. .Seed The Infiltration Basin With Hybrid Bermuda Grass. o
.+F.+
19. Maintenance Inspections. Shall Be Made And Documented Quarterly And Within 24 Hours. 4 1
After.Every Storrs Event Greater Than 1.0 Inch. _ I . 0. _.
. 1. O O
.,� �1
O
�„►
W
Legend a
. GRAVEL FILTER
No. 4 WASHED STONE
. WIRE SCREEN PLAN VIEW
0 EIP EXISTING IRON PIPE FOUND N.
• NIP NEW: IRON PIPE PLACED ❑�17 ��0
ISO OD��
O PT. CALCULATED POINT: (NOT SET)
RCP REINFORCED CONCRETE PIPE' .
x ELEV EXISTING SPOT ELEVATIONS
. CATCH
• ELEV PROPOSED SPOT ELEVATIONS ens1N
TOW TOP OF GRANITE WALL - - \
,i �\
. 1036 EXISTING 1 CONTOUR LINE i
61, I. SUPPORT ROPE SUPPORT POST / ...• \
- 1040 -- EXISTING 5 CONTOUR LINE „ STAKE TO
TO WIRE TO PREVENT 24 INTO BOTTOM / 6
A
SUPPORT WIRE #57 STONE /
ROPOSED 1 CONTOUR LINE -
S GING OR SIDE :•
964 P SECTION A A
.; • •• .
\ .
i- -
965 PROPOSED 5 CONTOUR LINE �1
►__ _
1�1- �1 /
BLOCK AND GRAVEL INLET:PROTECTION _ _ :.• • , DATE . REVISIO►v
yTo TEMPORARY DIVERSION DITCH Y-11 I ( 111 / 4 .
1_ _ - I I »
-) - I / 6 .DIAMETER OPENING
NO SCALE .II T
SILT FENCE. ►- _ - /
x -III- 1=
/ •. : :. � ' . 1 SEAL.`OPENING WITH MORTAR, -
., .,..... AFTER TRAP IS REMOVED.
-I 1 I- - - - - - - - - - - - - SILT FENCE WITH 6 r.
..: WIRE MESH......:...... LIMITS OF DISTURBANCE ►_ = _ _ _ _ = _ _ _ _ - /
. -- - , SLOTS CUT IN A ALTERNATING / \ .
-11 I-I I -III-III-III-I I i-I 1--III-1 I I-III-1 I I_ I-I 11-1 11-I 11-111
I- - - - - - - - - - - - - - - - / �-
/ .
DIAGONAL PATTERN AS SHOWN
PR TECTI N ,-)11r-111-1)(-111-111- 1- I -) (- ( �l - _ - , ;:. .
BLOCK & GRAVEL INLET O . 11 ....1 �... ) ...1 1... 1 I...I I I...I I L..I 11....11 I...11 / !_
. -
5
�. � / +�►1�ltiiiitlry
. / %
1.5 • , ..,` //� ./ . 11 � ,�.
SILT FABRIC BAFFLES
- .
3600 cu.. ft. .acre /
? /. 0 . „,
.� 5 N0 SCALE /
SEEDING SPECIFICATIONS ;.••,.:. . ,. . 66
`�
T _ 2 MAX. / / J
E
/ 1,, . .
_ - .n.
ALL DISTURBED AREAS WILL BE PROTECTED WITH PERMANENT VEGETATION AS / "'
6 6 _ /. 1055
SOON AS PRACTICAL. SEEDING WILL TAKE PLACE IN 15 DAYS OR LESS FOLLOWING / /:
,I
g
FINAL GRADING. AVAILABLE TOPSOIL WILL, BE PLACED 3 DEEP OR MORE OVER. / / I0*8,Mt f. '�'
ADVERSE SOIL CONDITIONS. THE SEED BED WILL BE CULTIVATED AND LEFT.IN FILTER / r F �� .rtxr
SILT FENCE _ / e� O r,
6 .
Top El. i 072.00 / To El. = 1072.00 .e JJ ��>>,;��.
A ,UNIFORM CONDITION. SEEDING RATES ARE AS FOLLOWS: FABRIC SILT FENCE P , E i1, ,-
. , , FABRIC BAFFLES / /
CROSS SECTION __ _ - - / / TT1=iTl-=--TTi
FABRIC BAFFLES
_ _
FERTILIZER &LIME 1-III-) I I-r-I I _ I1 __ . -rill-E1 11--1 I I-11 I-I
- -1 i i-1 i i 1 1 i I l i / i� � / �.
- -
4000. Le..` `AGRICULTURAL LIMESTONE/ACRE, _ _
» : - , : / /
-I I 1 Stora a EL = 1069.75 � - - - - - -
- - 21 MIN. 9 / =111-1I1=1I1�-1I1-1I1-. .
__" -- ------------ ----- .-- ------ - . -- --
6 6
2000 LB. 10 10 10 FERTILIZER/ACRE - - - --- -
T
DESIGN ,I - - - - ..., . •. _.-III-111-111-III•--_III-I I - . N �
SETTLED � . /
C 1 .
FOR SETTLEMENT - - - _ _ - - - - - - - -. .
MULCHING TOP LO III III III III III-i I I-I 11- I-1 I i-I I - 11- 1 - I - -
_ _ _ - . . / O .
APPLY 1 1/2 TO 2 TONS STRAW MULCH/ACRE AND TAC COAT OF ASPHALT T I - - -- - - - = d1
=III-1 I I- Bottom l = •I i I- l I _ I _ _
E. 1 os8.00 -.. _ � � I-III-111_111-I� as
OR CRIMPED INTO SOi 1 WITH DISC BLADES. _ - - ►•; .�
O
, _ 4 MIN. _ _ -... - - .- __,_ �.. -.... _.�. �...... �. - -. - - - _... - � .. •.. - - - - ...� - .�... _.
2.1 SIDE EMERGENCY -) i 1_I I I-III-11 I-) I I-I 11--I I (- -
.�.
- - - - - - - - - - - - - - III-III--III-1I1-1I1-III-^111-11I=1.5 Off. .
:.
SLOPE MAXBY-PASS - 1.- __ _ _ - _ - __ _ / _._ - -- - -
- - -
MAX. � I i l l l l l l l l l-1 I I-ILI-III-III III III III-ILI-III III III-1 l l-L I I-III---I I I_I I I-i I I III I I .: 1_1 _ _ - -I 1-1 <C
_ • I I I I 1-1 11 I�11L1 I I I ' III-III-I�
TEM 61
PORARY SEEDING FILL FILTER? 6 BELOW
1. SIDE - - - - - = - - - = - - - _ - - - - - - - . ... .. >_
SETTLED TOP III III III III III III III III ILI III III III ILI III III III III III III III III I I h.I
TEMPORARY SEEDING AND MULCH WILL BE PROVIDED WITHIN 7 WORKING FABRIC NATURAL - - � CS -
SLOPE MAX. OF DAM - __ _ -
Z, >, m
- G = = _ _ _ _ = _ - - _ _ - 18 RCP @ 2.00q m
DAYS OF COMPLETION OF ANY PHASE OF GRADING. ROUND III III III III I i I I i I III III III III III III III III III III III III-1 11--I I I_I I I-I I I--�I
_ Y W � p
JANUARY 1 MAY 1 3 MIN. I - - - - - - _ - - _ - _ __ - - _ _ ____
_4
I_III-i I I_I l l-III-III-III-III-III-1 I I-1 I I=1 I I=III-1 I i-1 I I-111-1 I I-III=1 I I-III--III --III- I U Z w
- - �I
_ _ _ _ Q W 3 Y
120 LB.' RYE (GRAIN)/ACRE , � � - _ -
I
'� U 66 50 LB. KOBE LESPEDEZA ACRE _ _ _ - - _ _ _ _ - - - = - - - - - - - - - - - - - - Q 11 III L I I III III III III III III III III III III III III ILI III III III III III III I I I I III III III III ILI III--III
Y - AUGUST 15 , I _. ....� -
MA 1 AUGU I - - .-
STONE SECTION ( . I - - - - - - - - - - - - - - - - o
III III I I i l l ! III III III III III III III--1 I I I i i l I I III III I I L--III-1 I L_I i I_III-1 I I--III-1 I I-11 I-III-1 I I--111-111=I 1 i-
40 LB. ,` GERMAN MILLET/ACRE �--► i ► ► i ►-► ( i-► ► r-i ► ►-i ► i-► i i-► i 1-i ► I-1 i i-1 ► ►-r ► ►--i i i-r i t-i ► i-► ► i-i i ►---► i ►---i i t-r r i---i i ►-i i i-i ► ►-i i 1-r I i-► i i-i i t-i r i-r i i---i i 1-i i I-i i 4 U .
AUGUST 15 - DECEMBER 30 .
120 LB. ' RYE GRAIN/ACRE
TEMPORARY SEDIMENT TRAP YARD INLET SEDIMENT TRAP Sheet.C-8
PERMANENT SEEDING - . - .
NO SCALE YEAR ROUND ' .. L.E .
200 K-31 U A - NO SCALE
LB FESC E/ CRE
30 LB. 50:50 OF TWO IMPROVED BLUEGRASS VARIETIES/ACRE