19970086 Ver 1_COMPLETE FILE_19970506 (2)

~._r.. T i
Site Volume Table See Gradin Notes Below) ~ 9
Cut Fill Net
Site Stratum Surf1 Surf2 yards yards yards Method Gary E. Buckner
D.B. 1647 Pg. 487 ~ , ~ a ~ ~ ~ ~
foirview Foirview~ Sharon N L
stra2 orig2 surfl L Q
26250.09 23442.91 2807.19 C Grid Un~~~ted Methodist Church 26441.33 25750.97 690.36 C Composite D g gl ~ pg• gg Roy Jones Kathy Manness ~ ~ ~
D.B. 1453 P .735 D.B. 1453 Pg. 295 ° 9
L
r e rea c. S U ~ xist. 24' CMP ---Install Temporary Const. Entrance Site ,Mp Old U.S. 74 ~
25' w x 50' L r ance Lines Not Shown For Clarit , Individual Dlstu b y Retainin Wai ~ Rdocote Md Add Power / i
Const. Entrance To Be Moved To Entry ;~2 g 60 NCDOT ~ A1~d Clearln n ~ Poles To Conform To ~ v, ~ ~ r I Fariview
After That Area Is Rough Graded ~Se PrOpOSed CantaUrS 9 veS~gO gy O~herS ~ -5D ~ Overhead Electric Dedicated ~ \ see Detotl, sheet c ~ Limits As Disturbance Dellneatlon + - _ ; Exist. as eMP ~ ~ Elementary
gee Derail, Th's Sree~ ~ Clearance Requirements ~ ~ ROW _ .j _ - . \ Rdocat~on By Others - U.S. 4-A - - ,.__u_ ~ School
~ Exist. 12 CMP / ~ ~ _ _ o - -
S.R, 28b0 ~ - ~ ~ ~ , •
_ flat irotection' _ _ t _ r Vicinit _
- ~ x 1 lac 1 e LAI~RA.. __JA ~ ` c.~ ~ ~ 5 z , . a OK50N ROAD , _ _ . , ~ 231 - Y
- - , , - - , . _
~ ~ bfinQ Limits .23,C.9 I ~ Limit9
1 - - \ ~ .r , - - ~ - - _ - James & Phyllis Cole _ _
lnstaN ~treck. : . trecac.--:. _ D,B. 1012 Pg. 451 q~3
\ Dams Eve 15' ~ . 7' ~ 15' : . - NAB ~ Gr;d
- - V ` 07,9 ~ ~ ~ C. ~3C2 3„ Q-. 1 v. _ _ y
r T;G 2302.0 w. - . _ ~ ¦ T.C. _ -
I i I T T.C. .C. I ~~Exist: Stream l
` 1 1 I I I ~ it Teatp. Sed.-irSp~10 _ ~ , ~ ~ j 12'xt2'x3' Oeep d, 10 ~ / ~ ~ C;`~annel ~ _
23025 I ' r' T r, ~ -O Instal R!P . - ~ Apron Sa~ Install Rip-Rop Inle -Protection ran Size 10W 'Lx1.5b
i , i;j?i: s ; li ~ ~ Clearing Um~ts ~ ~
N I » 'it I ' o i ' _ ~ ~ .Y
r~ ~ ~ ~ ~ ~ i Inw E :6~ d St ~ Inv E :6: _ _ ~ U
23;2. F - - 'Temp. Sad. Trop~l4 N ~ T.C. j - ` ~ . ` C. 20'x x3 Deep ~ _ _ ' 9!j _5 T.C. , ' - ~ - - U
'.9-2296. ( f » » - - cU
D, i „ _ , t L.F; 36 HOPE k..E; 36 HDPH ~ / L i Q Z
~ i ~ _ . 0 3.aX , _ , 3.4x ; Q _ - -
I 230Q.6 ~ ~ ~ I ~p i Vr - I 33 0 p ; U A _ _ ; ~ _ ~ ~
I ~ Q• A ~ 2298 ~ i. ~ , Q" ~ ' - . , 0 _ 0 L
Z _ _ 'S ~~o~° D.I. 9 T C k' nstall Ri -R Lin 4 P P ® ~ Temp. Sed. Traply9 ~ f' Bot. Width Q Q ~ stall Rip-R4p. Uned h _ , 4
- Temp. Sed. Trap~2 T _ 15xt5x3 Deep ~ 1, Deep t. ThlS Area To 'fie Used ~ Q , 9o Widtal E 6e ~ / ~
Temp. Sad. rop~!3 _.i Inlett. 15 x20 x3' Deep t5'x20'x3' D ~ w For _~e tic Field l Re air ;Area ~ p - P , _
' ProteCtio ~P ~ ~ I , ~ ~ 0 298.0 2 CC.O iV ~ ap ~ d D.I. _ ` ~ p a _ _ L
' ~ C.~. - e F i ¦ Abandon Md Remove - ~ 98,7 a o
~ ~ Walk Shall I ~ ~ ~ J OC ~ I H•o~ ~ o Ed a Qf Ida I Exist. Structures T.C ~n~. 2296. 15 0°~ Q i 2299 • a
' ~ o a Flush W,(Pavement ~ ~ ~ ~ tnstoll Rip-Rpp Inte# protection 2299.' N r „ Q~ - st Protection ~ Z
,.c D.I. 2 D.I. 7 ~ ~ D.I. 8 N 3 ~2. 3 2300.G N ~ ~ 229x.5 Tem ~ Se rop~'8
~ J ~ r k P' ~ , T~ a 8x8 x$ a/ Q a Temp. Sed. rap~7 P
.j ~ ,~y 15'x15'x3' De ~ Level Spreader ~:9i Temp. Sed, Trap~1 23C2 a , Level Spreader
86 L.F. ~x 22 9.6 129, " 2299.0 2291.0
18" H.D.P.E. 10 x12'x3' Deep _ Q _ » » 0 ' End Retaining Woll u- Tie Into Exist, 2298.9 'n ~ S ~'r. I ~ tearing Limits W
Storm Dronaye 3.5x ~ , ~ T.C. ~ ~ TD T 23 .33 ' . , .5 z3oo.z I y rrGf1CIS BlGnkenShlp O
x. . 18" RCP - _ - ~ ~ ~299,z ~ o ~ ~ 89 LF. 36 HDPE »D _ . 5 fans, T1P• 0 3.SX E st - 1E5µ` .~p~~ D.B. 781 Pa. 62~ ~ ~ HA1N LINK FENCE East Side Woll Only) ~p
~~nv 9 .35 .5 ~ ~ ~L/IW~ 22 2 4 ~ , 0 } - REFER TO MANUF. R COAI~lEN0ATI0N5 FOR ~ f~ICE INSTALLATION ~ ~
1 ~ ~ ~ , + i ANlpiG ~t'
1 rf? ~ ~ ~ ' ' ~ ; 2 ~ 10111 ~ 230' _ ~ ...fi ,
Conc. Junction Box ~ . 00 t~ ~ Drain NCOOT Std N0. 010:32 , , T - ~ . 1:128 BA TER
1~~ ~ ~i.,,. l 230 v4 ~ ~ 22 9. Co~~~If~ ~flBC . „ , ~K 2292.0 t r , y ' ~ ` - ~ i ~ , J Temp. Sad: TropKj g D~t~i~ 'DBCk 9
h D.i. e 9 See Detatl, ROPOSED FINISHED GRADE ee Detail, This Sheet, For Dlmens~ons & Elevations s'
I 2 .~.P.w. 12 temp. Sed. Trap /ZA . U o ~ o ~ ~ 20~ ¦ 10' x SdMp, t~ir .
~ A ~ 2302.25 po ~ . ` Ae TM Fil Lwd k?aw~ ~ - Marian L N"~ !e!
~ p,Sed.Trap~, 230'.1 zsoz. Roiee TM Sad 8o>sn To n r' • T.s w: D.B. 1590. 3;u ~ ~ x20 x3 Delp u Carreepand w/brainoge g
~ 2 02 ~9 ~ 0 t .p Requiremenb 'KEYSTONE NEAR-VERTICAL UNDSCAPE
Outlet Protection "i 6' D.I 5 5 x 8' x 1' deep , ---TD P a~ RETAINING WALL OR APPROVED EQUAL ~
T" ~ y, Relocate Stream To 36' R.C. . INV. - r-'+-_ 7.30f`5 w. - y8.9 ,
• Start Thia Location 2291.0 22 5 3~ t v~ - - - \ Inv. 2279.5
Re lace Exist. - - 7~ ~ W - - 1 » " Install Outlet Rip-Rap Protection 12 CMP ~ n all Check ~ ' n Area-- VARIES GEOSYNTHETIC REINFORCEMENT 2.0 Wide Grade Transltlo SEE SITE PLAN AS REQUIRED
20 L.F. I st t0'Wx25'Lxt.S'D m
12 H.D.P.E. Dams Every 15' 70 LF. 36 R.C.P. ~ 0 3.8X 0 1.6X ! 160 L.F. 18' H.D.P.E. M Swde Install Temp. Rode Filter Center Between Dock Doors • 11•~ F '
In Exist. Stream During Erosion Control Notes: 1 l.. 0 3.OX Temp. sail. Trap pA I 1 Pipe InatoNotion. After
~ 25'x50'xa.5'deep Pipe is inatolled Ut7ize 1. Construct Temporary Sediment Traps 1A & 2A, ~s 1A & 2A, Silt Fencing 2.C 'i I~
j 10 Weir Begin Turned Instill 10' Gravel Drive Rock For Outlet Protection Const. Entrance And Diversion Swoles To The T ales To The Temp. Sed. Traps. 1 _ ~ ,
Down Sidewalk For Marian L. MNler Property - - 2. Clear & Grub, Strip And Stockpile Topsoil And t To soil And Construct Pi m
r ~ End Retaining Will ~I Tumed Down sidewaNt, This Area J.P M~~ler To Divert Stream. Construct To Rou h Grade ' Wolf To Meet Exist. Grade g Exist. NCDOT step D.B. 1019 P .328 Within Cleorin Limits. ~ugh Grade 22 298A ~ 2gb.0 N I
9 9 ROW Is Ditch- 3. Construct Drainage Structures And Piping. Con 2248.33 it `1 } EX1ST. GRADE EOSYNTHETIC REINFORCEMENT Piping. Construct S t I,
Ditch Fencing Around Each Catch Basin. Excavate Se • Excavate Sed. 2248. 22g8A ,N AS REQUIRED
i Basin; Around Eoch Silt-Fence Protected Catch t, K ~tected Catch Basm• 33 ~ 22ar~.o ~ I I~.
Repair D'gturbed Portions Of Driveway -'etainin9 NJail Witn Chen !ink `ence, DeStC`? By ~therS Maintain In Good Condition Until New Ground C ~ Outside Project Property Limits) To Originot Condtion `;ee Dete~j, This Sheet _ Is Established. Place Crushed gre ate Bose ~ Jew Ground Cover 2240 .Q ~ ! p t NOTE: . , PROPERTY REFER TO MANUF. RECOMMENDATIONS AND DESIGN. regote Bose Course ' L E
Demoli~~on ~,otes: I ~ g dope Finished Grode hwoy ` ~o~ ,,;a On Paving & Dther Required Areas As Soon A; s As Soon As Possible. ~ ' p REVIEW WITH ENGINEER PRIOR TO CONSTRUCTION
~ R f r t0 ~&ME S Phase En`vircnr?TeC+a' Re~Crt. 4. On All Disturbed Areas Not To Be Built Upon, . ~ , e e aril nce nth The Built Upon, Spread Topsoil, _ 22gb•I .33 i ;o
Fertilize, Seed, Mulch In Acc a nth The Seedin Schedule o ~ ~ ce g 2q?f16 afA ~ ~ j, , Retaining Wall
"1 n r r Shall e all diS~OSe 0~ C;~ de~"0~~ .ion debr~S Off Site. At The Earliest Possible Date And thin 30 Dc Co t~ acto g y ~ in W rk. Of Completing The Grad g o thin 30 Days 3 a .3 ! , ,t, , 228 1} ~ 1 _ L
R ilt i ~1 ~ emove S ~ ,
~ ~;O~CraCtor iS res OnSible for all 'and{'!I ti^pln `eeS. 5. When Ground Cover Is Established, Remove Silt 3~ P ~ 9 Fencing And Clther Erosion Control Measures, I Measures - " Ot 2Z48.33 Zg8.0 m 12 Sp {
~r r ~ t ~ ~a rice erosicn central devices ha~~re been installed Then Fertilize, Seed, Md Mulcn Tnese Area Act 4 C~~!tru.,~o~ sn..l~ ensure thc. a ..pp p the ule. tese Area According Elevation s ' ; 22x8.0
To The Seeding S d 224 .33 ~ ~ ` - ose Course Has _
r, O r t 0 d a m 0! i ~ i o n. 6. Pave As Soon As Possible After Base Course H P Set up And Is Determined To Be Stable. Stable. 22Q8.33 22Q8A
4 224 .33 2248.0 < Feet
Storm Structure Table ~ ~ inn ~ Drain Notes: G cd y age ~ 0 25 SO 100 2DD
i Re>er to S&ME s Soil Testin Report For Foundation And Gradinc lev. g I radin Information. _ ' , ~ _ _ - dG g - d ~ ' ~ ~ =
To Grate Elev. Inv. In Elev. Inv. Out E Number Type Of Structure p Section
2 Volumes As Calculated By Ledford Engineering. o ' 3 50 Feet to the Inch
Curb Inlet 2298.54 2295.2 2295.0 tr rif Volumes On Site. C.I. 1 Con „ ac nor Shall Ve y 6" Thick Concrete Truck Pad
With 6x6 10 f 10 WWF• 3/5/97 t Revised Erosion Control Measures LJL MTl
Disparities Should Be Raised W Engineer. ouble Dro Inlet 2298.6 .2295.98 2295.73 D.I. 2 D p m Da No. Drawn 'd
to Description APP
2297.16 31 Storm Structures 2-5 and 8-10 Shall Be Precast Drop Inlets. D.1.3 Dro Inlet 2299.6 2297.26 ~ n I et s. REVtstoxs
p Storm Structure 1 Shall Be Precast Catch Basin.
I. 4 Dro Inlet 2300.1 2298.1
0• p t rm Str ctures 6 & 7 Shall Be Precast P,~anholes. Sc u
.2 ~ 2295.8 See Sneet C-5D For Details. LOADING DOCK
0.1.5 Double Drop Inlet 2298 Fairview Sho in Center PP S • ,,,~~~~t„rurrgrR t
2299.1 2282.36 2282.16 r e - o r I"a I n rain c n n r 0 a n ~ ca Gradin ,Drains e, 8!c Erosion Control ralna e ros o o R s s
D.I. 6 Dro Inlet e e 0 e P tN......•~
2290.1 -From D.I. 9 - r ewe r 7.0 2287.45 e r o e e o r a e Fairview T wnshi - Buncombe Count - North Carolina r . ~ o P Y ewer i i an .
Dro Inlet 229 e D.I. 7 p 7, -From D.I. 28 f . Date: 213fs7
F a w Granite L.L.C.
File: I I l C u l C y J l L I I I U 1. l U : ..v DY&
D.I. 8 Drop Inlet 2295.5 2291.2 2291.0 FC C I C I I V ,D I I C C L L. J I U l V Y U J l C VV l.1 l G l i i C
• 450 Airport Rood, Suite 200 fv4.dwg er re a men System Details Mount Airy. NC 27030 [phone] Scale: _50•
D.I. 9 Drop Inlet 2297.2 2291.5 2291.3 Refer To Sheet C-5A For Wastewater Tr u.„i„aa ter rea men System. Details Drawn By. Checke4 8y
L&KMOrd F-xUorwDering, Inc o~ TL
D.I. ,o Drop Inlet 2297.1 _ 2292,98 Refer To Sheet C-5B For Wastewater Tr Sheet No.
Top To Be Below Stone 2292.5 -From C.1. , Refer To Sheet C-5C For Subsurface S( ice and ar e ail s 56 Ravenscroft Drove
J.B. 1 Junction Box Base In Driveway Pie 2292'3 Asheville, NC 28801 [phone] Erosion Control Details
Refer To Sheet C-5D For Drainage & E

Sta led P
Mattin
Varies 9
See Plan Material variable
5 FT
M1N I I~ ~ 6 Min
`'I! ~ ~ 1.5 FT i ~i
low ~
1800 CU FT /ACRE 5 FT Plow i i
2' ~ MAX
NCDOT 57 - - f uried Level LI o B p
WASHED STONE reader 6" Min. S
P
Varie`~
d5o = s" See Plan C^ 0 " F TER - 1 Pt. F; 1 1= t.
MAX. = 14 IL FABRIC _ (1 e T . r ve rea e
YP YP
ROSS SECTION C
OVERFILL 6" Excavate Sediment Basin Around ~ k Backfill Min. 8 Thic Fil{
Compacted Dro In{et and Remove Accumulated La er of Gravel
FOR SETTLEMENT D U P Y i nt When 11a1f i"ull
5ed me
DESIGN SETTLED TOP ~ - ~ WEIR f ~ ~ II i
TH _I_lil~I~ , _ LENG
i ~ _ - Ih'_ 4 FT MIN. - em orar I,~~I III li-. I I II II i i N Y BY-PASS inen ra _ 114n - h V Trenc
i- ! li ,i~~i_i i~_ ~ EMERGE C _I, ~ I I . , _ ~-,T - 1.5 FT Ir~~ _ _ - 6" BELOW SETTLED ~L 8N
a a _ ~ 2:1 SIDE _~I . ' P OF DAM L a8 n Extension of Fabric and
\ ~ I'~ SLOPE MAX. TO --r; „ Wire Into The Trench ~
\ it I Filter ~ ose ra e ~ ro
~ MAX FILL - i' ~ -,.l• PE MAX, ' , Fabric
FILTER 1:1 SIDE SLO NATURAL GROUND rc I~ er a > FABRIC ~ ~T~ . r a rlc er rave > g„ Wire
- I--' f.._
3 FT MIN. i i--~~ ~ ~ 4„ - . , 1-- ~ - i
3 I ' -_I ~ 3 - . , ,
I ' , _ , , ~ ence
_ _ ~ CTION STONE SE , . - _ _ ; - _ , ,
PERMANENT SEEDING RECOMMENDATIONS
men ra ~ _ - , orar e em - SEEDING MIXTURE
S cies Rate (Ib/acre} ' 100 - ~ o escue
„ Sericeo les edeza 20 Koreon les pedezo 10 I
- - Yx6 t, at a Min. I~ a'. f'I Sr~eC St0"e SrIU'~ b~ US~(i ~ ~G 'C ~ - L.XZC Redto p 5 P
fiP. r,? ~ r r{~ I?'Ir~rl -~.~F iQ~ Tr'..~.. % '~j tC ~e ~~~Vided. p b -u~r, r~~g rcal~~ls suf~:. ~e.,~ t~ o..~o~ » R/''~ Kentucky bluegrass 5 arses
y { !^r. x'~Y'-,!1"'~ ljl::~ p~' QIl ~OfiSt'~JC~10' I ""f~Q - ~ r,~, o. ~ y g R ~r+ ~ ~ n, ~ r ~e~ ~ ~ v lass P r r ~u~.. be ~c~ C p _ ~ c..s SEEDING NOTE
~ehicies 9 After Aug. 1, use unscorified seed or sericea lespe eza.
",r~.;~r~ ;mch~n ~:~r ~irec' f~:~w of r,~Us~ ee mdlr!tainee in a cordl~_~n ~~J(1'. ~l _ g NURSE PLANTS
m;,d. Between May 1 and Au . 15 odd 10 Ib~Acre German millet or 15 ib/Acre Sudongrass. Prior to May 1 or . 15 odd 40 ib Acre a rain . It be benef'~cial to pbnt the grasses in lote summer and after Aug ~ ry (9 ) ~Y
~ m te!iol which still makes it aato t"e roc~~ ,r~;s± be c~eaned up e. A y ~ ~ overseed the ~lespedezos in March.
immedotely. a c SEEDING OATES
Best
~ ~ 'k~tG a 3 X3 FRAME & GRATE Below 2500 ft.: Aug.15 to Stpt. t5 yey,, ~~~~y y 1~'FL i~J~-? - 0!~a1~ty r ~Y~'i. t - r- 1,
u-~°o`a-o°::` Mar, 1 to A r. 1 • - ENCIRCLED BY CONC. p
0 0 0 0 o e ~ FRAME, GRATE, AND HOOD 0~0~4~O~C~~ o FIN. OnO~ C•,^..~~ ^ ~ Above 1500 ft.: Jul 25 to Au . 15 July 15 to Aug. 30 y Mor. 20 to r. 20 Mar. 5 to May 15
PER NCDOT REO MTS. GRAp '-,n4n,~;^7-~; ~~n''o 1 y : ' 5Q - P R ~
20 Mln _ FIN. ADE 3000 PS1 ' . Mm GR , ELEV AS NOTED SOIL AAIEtlDMENTS
' FIN. CONCRETE - GRgpE Follow recanmendotions of soil tests or oppy 4.000 Ib/Aa+e gro~a~d ogricukv'd lim~tor~ and 1000 Ib/Acre 5-10-10 fertilizer.
- 8 1 a
_ I TOP RATE I MtlLCH - r in trove r nt cover of another suitable mulchin material. Apply 4,000 5,000 Ib/Acre g a s o e9unrale 9
- : - - - ELEV AS NOTED - a Anchor mulching by tacking wrth asphalt, rownq, or netting. Netting is the preferred anchoring method PRECAST CONC. STRUCT. on steep slopes.
l1 ~ J a O WITH KNOCKOUT PANELS
I d d - ~ I W d _ ~ - I ~ MAINTENANCE Refertilite in the second year unless growth is fully adequate, Reseed, refertilize and mulch
' PR T CONC. STRUCT. I I ~ ECAS immediately following erosion or other damage.
~ I WITH KNOCKOUT PANELS q I ' d I
R dr~a~ w ~ Ad~o~ning oa ~ ~ v~ a w
ut ( II ~ I la
Q I I ~ Q
N ~ I ! ~ .I W ~d I
'I ~ I ,n I # 57 STONE
1 d ~ 6" MIN. THICK TEMPORARY SEEDING RECOMMENDATIONS • WINTER -EARLY SPRING
n r nce n ~ ' ns ruc o orar o em
S7 STONE • d d .~--r------ SEEDING MIXTURE Species Rate (Ib/Acre)
~ 6" MIN. THICK COMPACT COMPACTED Rye (grain) 120
SUBGRAI Annual les edeza Kobe m Piedmont and SUBGRADE ~ p. (
---_J Coastal Plain, Korean in Mountains) 54
PA TED COM C cutlet Structure Omit annual lespedeza when duration of temporary cover is not to extend beyond June. Df Ter1 , Sedir~ent
SUBGRADE ~ p SEEDING DATES ` Basin Mountains -Above 2506 ft: Feb. 15 to May 15
?'x 3' MANHOLE Below 2500 ft: Feb. 1 to May 1
CAS?-IN-P.A~,C STEPS 1 ,T This Detail Is Applicable For Drc BRICK G(~r- I E • H BA able r"or Dro PlaStiC Piedmont - Jan. 1 to May 1 P Corru ated
TC A ADJUSTMENT . . • , , Inlets X2,3,4,5,8,9,10 ~ ~ 9 Coastal Plain -Dec, 1 to Apr. 15
PAVEMENT I This Detoii Is Appl~~~able r=or Curb For Inlets 6&7 Use Precast FINISHED GRAD Precast Plpe SOIL AMENDMENTS follow recommendations of soil tests or apply 2,000 Ib/Acre ground agricultural limestone and 750
Inlets I~H Detail Ib/Acre 10-10-10 fertilizer.
A MULCH
- 0° . , Hold Down Apply 4,000 Ib/Acre strove, Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool.
~ , Stakes Inlet A disk with blades set nearly straight can be used os o mulch anchoring tool,
GROUT ~ - - JOINTS ~ • - - - lU' Spacing MAINTENANCE ,
- INSIDE ~ _ - - _ - - i Refertilize if growth is not fully adequate. Reseed, refert~hze and mulch immediately following erosion ~ or other damage.
& OUT MANHOLE STEPS ~ III
~ . - - - _ 3 - TD 4 ? DETAIL ? - - - - 3 - - I I - - _
I r 'A w I - - - - - I- RED~~ER - - - -
• SLAB , ~ ~ -I ~ i- - - _I I I-1 f 1-1 I I i I i ~ I I Staff i ca ons ee n ec Stabilize
-III-i i l-I i l-III-I . , I outtl Outle ~
t Tv MF.~ ! ~ DRAIN
r on wa e . n ve s P~ ermane - ~ ~
D~ • NO SCALE
~T~L
% Cor~pacted 5'- 0 • , ~ ~ I 2' Min, w Sho ~n enter Fa~rv~e PP S
36 N . Soy, PIPE 0 -RNIG ntrol Detach Ero~io® Co
USE 5'-0" HIGH ~ ~ GASKET MIN BASE SECTION a , 3° ~ . ~ 4' Min. Level
6 T 18 Min, . ~ NOMINAL ~ ec Ion f F irview - Buncombe Count - North Carolina Township o o Y
T" - CLEARANCE SEALANT dote: ~
+~r~...._~..r...~..~, C1~etAd ntr~~t~ r.'s'_'?~. Ff3irwew/Granite, L.L.C.
IF r its; i esnpvrCaa y .7av JPF v .6mW _ Mh•__
450 Airport Rood, Suite 200 FVDET.DWG • Alf s t Mount Airy, NC 27030 Scale.
MTP& 1W } NTS
_ SEAL t Orown 8y Checked By.
UNEXCAVATED 6' Min. LJL MTL S7 S Q L.,~fOrd ErIgIrleertr1g, h'1C.
• k Sheet No. 56 Rov+enscroft Drive
8ECTION A-A Asheville, NC 28801 [phone] C-5D
Temporary Divesslon Swale
N+o« U
a1 ouu~WR MA

G r~ E. Buckner ay
D.B. 1647 Pg. 487
~ ~ ~ Q' ~ ~
Fairview Sharon v, L ~ p ~
United Methodist Church _ G ~ N
D.B. 917 P . 99 ' 9 ~ Ro Jones Kathy Manners z ° ~ ' Y o
~ End Pavement - ~ - D.B. 1453 Pg. ; 35 D.B. 1453 Pg. 295
Retaining, Wall _ I ~ 60 NCDOT ~ I ~ a~ ~I
r ~ Desi n 8 ~Qthers . _ . 7 - - g Y Dedicated / i ~ ~ ~ Site
Concy'Wa Detail, Tths Sheet R w - , xiat ~ChtP- ' . ~ - ~ f ~ SIP ,__._I / Old U.S. 74 e ~
Instdl Tem ovary Conet. Entrance ! - -'i ~ 25 W x L ~ _ ~ Exis Grovel Drive _ I ' . ~ , ii ~ /
ErTd Pavement ~ ; ; ; ~ Canet. Entrance To Be Moved To Btd¢ ~ , s ~ / 4. / •Y Fariview v,~_ ~
Front After That Area le R Graded This Location ` ' ' - ~ r~~ Per De / ,r See Detail, Sheet C-5D ' J:~-°~"- - r~./ I i ~ nc. Box Per CDOT - - _ Oft" ;MP c Elementar
' ' td. No. 840.3 ` - - - - } i Lon EmbaN~ment Myth _ I - - i ~ ~ ~ _ . _ T ~ School ___w _ _ ~ , ~
Low-Qro~in E Co Basirfis Shad `°''n~ - / L , - ,,?cos t ~ ~4 . Be Acdording To ' , NCDOt j _ _ ~ ,
, -~i ~`'----------'t,-- 01.5X Ncdat `ltd. No.84p.0~ ~ ~ i ~
.:,f • t 231` 2 "t'-- 231 = P4rmahent ermanent VICINITY N.. .
" Maintain Eriet. .~rA1• ~ p - 2 = ~ ~ m _ _ _ 2320- / . I1 1B' Orainplp~--~rrh, - = ° -t]t2 31,• - ,h-- DI~Irlage $Wala - - - -Tdge Pro ert - ' in a Swab _ - - 1 P Y ~ _
Y (r(J - - - 231 la, N ~ " _ _~ne .:~zo~.__
' ~r` - - - - _ s ~ Baring Lit'hi4a georing Lithita - - _ . _ _
_ , ur.- ~ - ~ R38' - _ , - ' James & Phyllis ale _ _ ~ _ _ ~ ! ~,B. 1012 P .451 _ _ j g ~
_ _ ' i' ~ _ _ ~ " `~°v a° ~ ~ L.F. .2T4 , ton 23~ - 23>d - ZJ12 0o roP a - 8 ~ 305.20' 2306 ~ ~ i Extruded _ - . _ _ ~ r~ Grit NQ
~ - r-- .P.E. 230 ` f 2300.40 47 End Extruded . _ ~ ~ 4 . o Curb-This . , ,y , - - ~ N. 'b-'This _ ;
~ 01.5X ~ i Orl. - \2304. _ i " ) r ! ~ ~ o Tie Retdining ' - , :anon. - ; - _ _ ,
_ - _ r 1 \ ~ ~ ~~,4 - ~ g .Nall TA Sand 2 ~ , ~ - ~ _ - i _
, ~ ti ~ Frlter Woll , _ ~ 3. ,
l ro ,Temp. Sed.-Trop~10 N Th,~' ~ocgt,on 2 2, ° w ~ ~ , t 12 x141 x3, deep .I. 1 a - ~
,,i r~ ~ _„0~ J 1 / ~ I ~ ' ~ _ _
P '7~ Jt7° u r ~ _ . . _ ~ r 30C.80 EP / ~learift9 Limlt8 - • ; ~ C ~ i
1 a / ~ ,>a 2 I ` ~ 0. ~ - 1 ~ / N ; _ _ ~ U
FAIRY E o~ ! . • ~ IW w , ~ a
Temp. Sed. Trop/4 , " _ N; h r ~ Loading Dock ,nb N N , ELEMENTARY , 230 _ . 20'x20'xs oeep T ~ w , N ? 9 , 1 L v
Se,e Detail, ~ his Sheet, a~ o ~ ° `-i I ~ Far -Dimen~ians - ~ 0: Level Spreader _ _ U
; I D. 4 r & Flevbtions ° - : ~ 2 ;'INV 2294 r' ~ ~ 1 , , ~ ~ let , 23020 ~ _ - _ _ - 4 , ~ ~ ~ Q z , _ ,
! " ~ i O _ ~ ~ ~ ~ ` ro~ictiorS , _ ' U
1 n cQ cacaoacaoa _ i , ~ r~.~" Ap on Site 10'Wx25'Lx1.5b1 ~ _ - J" r
°o°° ' 0° 0000 is ! / K _ T
°o°o°o°o°o°o ~ ` k~,~ 01.50 ? ~ i 4 °o.a.o.o_o.o.l r --~~P'-~~,--Tr4~ ~ ,r• `'a ~ ~ .I. 9 i ; I ~ I , 15'x20x3' Deep ~r o°oR Tem .)Sed. -firop~ Q ~ 4 ,;fir _ QO ~
ii I ~ ~ y . p , ~ r' a° _ t o
1 , emp. Sed. TroPN2 ~ o t5xt~x3' Deep a 'Ile 15'x20'x3' D w `.:-y~ 0 N ~:r ~ 1 i lL r ~ ~ h, , _ , ~
, , rotne ion I a1.BO ~ ~ 122 L,F, 36 H~U.P.E. 23 I tT • m i • i ~1 r ~ K• f N 0 3.3`X a ' a
I i D.I. 'v,. ~ ~ r N don- And Remote ; 1. f e t v 1 ructurea ' Tr Groda To Provide Positive a ~ _ f' ~ I o itive 1, ~ Q C P s o , ~
i ? H• ' • of Stdewaik. S aN Exist. St ,Temp. Sed. op~i7 0 Drainage To Pipe Inl~t Ed b, " i i ~ 1 ,0';; 9 ~ 15'x15~x3' D Inl t ~ i / ~ / ~ ~ _ 3 ~ 1 ~ ti % 0
• ~ flush W .Paveme t j ~ " ' f ''g J° cPO e ~s ~ ~ 9 i 1 ~ z /
" D.I. 2 a 4 D.I. 7 _ ~e " $ nd etolnin Whll r ~ N . 9. l O
~ ~ r R F ? 25 v } ~ , p q _ dg9 , " + ~i ~ 2305,00 ~A ~ ~ r ~ ~ ~
90 L.F. r ~ , W ;l ~ ~ - ; 18" H.D.P.E. ?s r + .a N 9 L.F. 38 .P.E. Level Spreader e ++;o~l Tamp. Sed. Trap~1 ~ ~ I o , L ve) S~eader ~ I ' ~ ~ / i
0 4.OX ~ ~~~I 3°i. 10'x17x3' D 4 ~ N 0 1.OX INV OUT 2288.0 f ~ l ~I ! ' earinq~.Limlte\ W
• , ~ + • eep f ~ Install Rip-Ro Outlet Protection Tie Into Exist i ' : I 2304.63 rw - ~ Apron Slze 1 25'Lx1.5b
Storm Droina e ~ ;~o ' ~ ~ 9 ~ .45 T 2302.83 TC ` ~k' RaWne Natural 0
" " , C.l.; ~0 fi`t' 0 ~ 00 ~ .SthOm xi t. 18 RCP r-r=.::w ~ ''C ~ ' ~ E s ~ L,F. so ~ S, . , ~ ~ T , ~ - v ~ ~ 3 ~ I
Inv 2292.35 ~ .E. ~ v ' f~. ~ . .P oo rc ~ ~ .o G8 ~ 304 e+ U~ Gk' .s a , MAO
, ~ ti Trop ~A 3x ~ v/ v N , Sim WON Onl ~ ~ ~ r- e ~ A11p!~ QO
2301.65 TC ~ 1. ` _ ' . (ncr00aa 1 ~ 12" Stage e Tfan5ltlan Afe 2.0 Wide Grad ~ tAli`A'R>~i . v, m ~ ~cr nus
~s - Boise The Se T ti`i'~k>~'-'we33 a.'.`+~ ~a~t "k' a Drain ~e'd -inf.^- ~?y .a: _ , 304.6 T Correspond W/Dr'aMit~ y'-O" LANDSCAPE RETAINING i ~ ,~r......}--,_ ~ ter Between floc Drs I - • ~ 4 1.p
'Std. N4.31 ~ i ~ 2 ~ X31' ~ Paition RetainMiq ~aq ~ Wei r. ~ ~ '`~J 1 WALL CAP BLOCK
This Location r r ~ ~ ! ~ ~ IMaA 5 011'f T ass; aP Match Exist. Inv., ~ I ~ Qf gmk 1 1:128 BATTER
~ ~ 2391.04 TC ~ D , 2•~ i FINISHED GRAOE
'I , ~ \ R1:T lL AG)4 7'L . 1 HDPE ~ t . ~ I: 5~ 0. .OX' , s rap w ~ Tsmp.~ Sed. Trop~B i (I f I, `b' 9eJ p' 4.4 10'x10x3' D~ r b
~ " i ~ ' r T~; ~ ~ ~ > 1~ ~ 4 EP ~ s - _ ~ 2'!00 800.3 , O ~ I
In .229 ! % 2d'x20 x Dap ~ ~ - ~ install awl Rtp-Rap Protection 8.0 ~ ` 2300.63 ~ ~ p 1
~ ~ D.I 5 ~ ~ Dnv m - t ~ r ii 2300.6 2300.3 N ~ KEYSTONE NEAR-VERTICAL LANDSCAPE
, Install Outlet Rip-Rap~Protection _ -`Inv. 2281.92 ~ I RETAINING WALL OR APPROVED EQUAL
5'Wx101xL5b Inv 2300.63 < 300.3 ~ d' i rY 4 fr1 0
_ _ _ _ _ _ _ - \ ~ ~~--Install Outlet Rip-Rap Protection rte' 2282 10'Wx25'Lx1.5'D t ~ i; ' - d' N
F i ~ ~ e~, 20 L. ~ ~ ~q 16 L.F. 36" R.C.P. 1 ~ o _ 2300,4' "'30019 ~ ~ ~fp VARIES-~ EOSYNTHETIC REINFORCEMENT
18" H.D.P.E. .,~s~, o " 'sue°^ 0 LOX - 1, ic0 SEE S[TE PLAN AS REQU[RED
0 1.BX I 155 LF. 18 H.D.P.E. 01.4x ~ Erosion Control .Notes: ~ 300.26 I ~ i 3 4 aL ~ i 2 .b Ea ;
, Install tO Grovel Drive For Marion L Miller Property Temp.~sed., Trop ~lA 1. Construct Temporary Sediment Traps 1A & 2A, Silt Fen 2A, Silt Fencin p, _ _
25x50 x4.5 deep Const. Entrance And Diversion Swales To The Temp. S< 9 The Tem Sed. Tro s. ~ •
--.---w; 10 Weir ~ ; s , u 2. Clear & Grub, Strip And Stockpile Topsoil And Construct p' P 12 ~S of ~0°•b .3 And Construct Piping m /
V,r e. , ( End Retaining Wo To Desert Stream. Construct To Rou h Grade Exist. NCDOT Step Wall To Meet Exist. Grade g ode v E evation 4 ~ 1. 230 .63 ~ *
Within Clearing Limits, ROW Is Ditch- Construct Silt - t
. 3. Construct Drainage Structures And Piping. Construct S Ditch • Fencing Around Eoch Catch Basin. Excavate Sed. 1 » 2300.6 ~ ~~te Sed. ~ 4 b9 2300 ~ A E
nce Desi n B Others Basin Around Eoch Silt-Fence Protected Catch Basin. notch 9asin. / 2 a ~ 900.3 ~ ExI,T. GR D EOSYNTHETiC REINFORCEMENT
Repair Disturbed Portions Of Driveway Retaining Wall ~'Vith Chain Link Fe g y + Maintain In Good Condition Until New Ground Cover end Cover t ~ AS REQUIRED
(Oubide Propct Property Limits) To Original Condition See Detail, This Shee~ Is Established. Place Crushed r ate Bose Course A99 e9 Slope Finished Grade Away From Ut~all On Pavin & Other Required Areas As Soon As Possib lose Course - J { < ' NOTE: on As Possible. Q s ~ ~ PROPERTY
9 D e n'101 I l i o n N o t e S: 4. On All Disturbed Areas Not To Be Built Upon, Spread T ion S re0d To soil, Section ~ I REFER TO MANUF. RECOMMENDATIONS AND DESIGN.
Fertilize, Seed, Muth In Accordance With The Seeding ' p p - LINE REVIEW W[TH ENGINEER PRIOR TO CONSTRUCTION The Seeding Schedule o ~ I
1 Refer to S&ME s Phase I Environmental Report. At The Earliest Possible Date And thin 30 Days 30 Doys 3
Of Completing The Grading Work. t- "Thick Concrete Truck Pad 6 Retalnln Wall 9 silt With 6x6 10 10 W.W.F•
r shall le all dis ose of all demolition debris off site. 5. when Ground cover Is Established, Remove silt 2 Contracto g y p Fencing And Other Erosion Control Measures, •es, ~
3 Contractor is res onsible for all landfill tipping fees. ~ Tnen Fertilize seed, And Mulch These Area According p ~a Accordin N 9
To The Seeding Schedule. Feet
all a ro riate erosion control devices have been installed s. Pave As Soon As Possible After Base Course Has 4 Contractor shall ensure that pp p rse Has
Set up And Is Determined To Be Stable. prior to demolition. 0 25 30 100 200
Gradin & Drainage dotes: g
LOADING DOOK
rm Structure Table 1 Refer to S&M E's Soil Testin Resort For Foundation And Gradinc Sto 9 Id Grading Information. 50 Feet to the inch
Inv. In Elev. 2~ Volumes As Calculated By ~edfard Engineering. Number Type Of Structure Top Grote Elev. ~
Contractor Shall i/erif Volumes On Site. y 5/21/97 Raised Site Mn
C,I. 1 Curb Inlet 2299.7 2295.0 ri ~ ~ , e Raised W ~En ineer. Dispa ~t~~,s 5hculd B / g 2/16/97 Relocated Revco & U.S.P.O. D~' Mn
raETHOD: GRID 2/s/s~ t Revised Grading In Ditch L~ Mn
C.l. 2 Curb Inlet 2306.2 2301.5 3~ Ail Storm Structures Shall Be Precast Concrete Structures. [;res. Date No.
Y T Description Drawn App'd 2.7, . 30 CU US GU
G.I. 3 Curb Inlet 2306.2 2301.3 See Sheet C-5D For Deta!Is. 25,703 CU YDS FILL l~rvrsioNs 2,027 CU YDS NET CUT
2295.7 D.I. 2 Double Drop Inlet 2299 5
1. ALL VOLUMES HAVE BEEN CALCULATED FROM SUBGRADE
D.I. 3 Drop Inlet 2301.3 2296.9 ELEVATIONS. Fairview Shu ~l'f Center
2. FILL VOLUMES HAVE SEEN ADJUSTED BY 20 R TO ACCOUNT pP S FOR SHRINKAGE DUE TO COMPACTION.
D.I. 4 Drop Inlet 2302.2 2297.7 Gradin Draina e, 8E Erosion Control 8+ S
D.I. 5 Double Drop Inlet 2299.0 2294.1 Fairview Township - Buncombe County - North Carolina ,,ti~yµN ~ ~ ~ Date: 5/22/97
2301.0 2293.0 - rO S 10 n r Inlet 8C E .l. s oa r radln Dralna e D 2 Fo G p f r To Sheet C Re e x 9 antral Plan sion C Ero Fairview Granite L.L.C.
9 _ t~ ~ nwr. ri.•
a.dW9 Plan ft ft 450 Airport Road, Suite 200 fv
2292.6 "w'' D.I. s Refer To Sheet C-3 For Water & Sewer Utility Plan D. 1. 7 Drop Inlet 2298.25
System Details e Mount Airy, NC 27030 [phone] Scale: = 50' t BEAL
o.1. s Drop Inlet 2299.5 2293.8 Refer To Sheet C-5 For Wastewater Treatment Syste D.I. ,o Drop Inlet 2299.8 2295.3 Refer To Sheet C-5A For Wastewater Treatment Syst~ s Details ism Drown By. Checped By. ~t System
AW ?
Refer To Sheet C-5B For Wastewater Treatment Syst Details .r Sheet No. nt System
~.e. , Junction Box varies z3oo.e Refer To Sheet C-5C For Subsurface Sanitary Detail Refer To Sheet C-5D For Drainage & Erosion Contro Details 10.22 Acres y 111, „t 56 Ravenscroft Drive ,
Control Details By Coordinate Method Asheville, NC 28801 [phone]