19981288 Ver 1_Site Plan_19981211

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„ r s~a,re ~ 6tvert Ott Pie fdoores~+l~e Stand~'ci To
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~ - - , GI~11 890.E ~6.~ 685.x} 48 ft of 3fY' rcp at 1.04°k 1}t C~16
~ t ~ ,r ~ it J~~ / /r r , ~ / ~.r / C>RP~SS C HAtdPIFL ' `j 3 / ~ I fi~l J V / ~ ~ ~ ~ ~ [ _ ~ C~iB 886.E 883.00 882.E 140 tf d ~ ~ i.19~ U.i f ~ _
Line r _q ~ ,I t ~ ~ r / fh Jute of L 1 ~ \ ~ \ j \4 c~ 4`~ ~ , ~ \ ~ ~ Y li'! V' Ji..li• l '1iYU L~117 R G7'~ t \ ~ 894.10 888.50. 368 1 r>f 5 rqt ~ 2.50°ra f~-1 ' ~ ' ~ TEh P. SLC~P£ t~RAiNS.
J v i ~ 1 ~ ~ S~. ~ GF20 889.44 n 66564 865.4#1 ~ ~ ~ 15 at 3.50ya • , ~ , ~ ~ R~T~, L SILT FENS,-c. A.T ~P ~1 C1~,?
J ~ -r~ ~ i it ~ ~ C ~i t ~ ,TGE~~oe'\SLOPE. Ci-21 893.60 ggq, h P ~ I ' . \ ~ ,A- 00 134ft of 15 rcp at 32196 ai ~.~r
> ~ , ~ ~ CF22 88J.40 884.10 864.50 -1728 of 18" r 2 a ~ P~^~ ~ .6196 f>•1
~ ~ ~ ~ t'~ , r \ ~ ~ t ~ ,.L-~, a ; ENr ~ 88D.20 54ft Of i8" rCp ak 0.56% f3.8 CN24
i l ~r ~ i ~ ' ' . , . , • \ 88420 879.90 87 ~j' f ~ 6.20 22 fl of 24 ~ ~ 0.9196 p.1 r ` CI.25 884.2 G-25
f \ ~ 4 879.50(Ci-18) 814.00 1346 of 36" rcp at 0.15°6 Q2 FES~26 A / ~ ~ ` ~ t`,~~. ~ 876.00(Cti24)
' ~ ~ r-a ~ ~ ~.rl / ~ r' t' \ 1
I . ~ / ~ ,r j r ; ~ r ! "fJ ~ ~ = s~ we FES-26 - 873.00 a .r - ~ ~ 4,LtRAIf~ T,P.I \ ~ ~ ,li ~ ' , ~ X a ~ t
- 1 ~ I" Line wit ~ + ~ ~k i 1 - ~ ~t ; ~ ~~,e Net~t_y ; ~ ir~ 1 I ' ~ i ~ ~ r r '.1~ ~ t ~ t r ~ ~ rC i ~ ~ ~ . A ~ l`'' ~ i Y't ~ k i ~ . ~ ~Sr4 - ~ ~ f , ( ~ ' ~ ~ 1 A . ~ CI.50 819.10 , ~ tv l ~ 815.00 22R of 15" rip at 0.91 4~i G1~51
~ y ~ ~ j., t \ , / ~ ~y ~ ~ CI.51 679.1D 814.80 874.60
~ ~ f .p ~ ~ t f.~ f ( f - ~ ~ 'r \ 1 ~ t ~ ~ ~ ~ A A ~ o ~ ~ i ` . ' \ , 250 ff of 15 rtp ai 4.84° ai CN53 ~ ~ \ ~ y\~,~,~! ti ~ : ~ 867.00 - 862.80 24 ft of 15 rcp ~ 1.2596 at 1;1.
NOW OR FORMERLY ; ~ i~> > 0 ~,rl i, ~ ~ I r', r - ' i r, i ~ ~ ~ ti 'Y" • ~ ' ~u!st.R ~.~ti~N C 866.50 862.50 862.E 1326
~ TIM T Y ' U~ i S,,, , ~ ~J r l r I ~ t 0 H L.. RUST i I j ~ 1~`,. i t' ~ t ' ~~-9 b of 15 ~ at 1,91 a1 FE ~ ac 1~ ~ ~ I ; ' ~ . FES~54 858.10 , ~ i' ,,,1 ~v `y ~ { ~ ~ I T310.01~8
r 732-4~8 ~ ' i ~ 1 _ r i ~~1
~ i ~ ~ ~ _ OW OR FORMERLY ~ 'f~;_-urr.; k~, f. ~ CIAO 812.80 868.BQ 1326 of 15~ \ ' ~ '~I?,~'~L\.\~~, , ~ ~ MICHAEL P. LEAZER ~ 212° D-1 FES-61
f ~ I i t! , i _ ,T~ , r / i , ~ ~`r ~ t~ 671-445 866.00 NCOOT31 1 0.4 ~
- t+.,'t + ~ , ~ ~ ~.~.~~A";'~ - ~ ~ ZONE RA ~ ',A ~ ti ~ J ~
} ~~>RAS '"~iA.1J*3ci 'r~~}~~~g "~w`r." L~- 1 ~ i~! ~ ! ~ f ~ f }A. , ~:Ila Wi{h ,li:fin r'i2i1 {,,,"~a / ~ ii ~ (:r ~ ~~`y I a ~ r _ _ ~ Y _ t„~'"~.. /l _ \~a ~ ~ :1 ~ , f t ~ ~ ~ 884.SU ~v , \ 88080 22ft of 15 rCp at 0.91 '41 CI.11
i ~ ' 7 ! ~ ~ I f '.r,*'iy ' 1, r A t . l , r r ~ f ~ f , . r_. ~ ' _ ~ ~ •r- - a~ Eb,.ii %G~f~..J~~~'-. ~ 884.80 880.60 880.40 32ft of 15 tCp i6 0.63°'n Q1 FES-1 2 t y~~ I ~ ~ ~ `ti~~Va, t ESQ a6T~ . R t- ~r , \
1 ~ ~ ~ I i ~ i ~ ~ i..i f'7 ~ i i ~,l ~QO r-" ~ - ~ i ~ n k' t u 1~,,ADiNr' ~i bl~, i i t n ! ~r ~ , ~ ti > ~ ~.k ~ B80.Za NCDOT310.01~6 t~ ~ ~ / , 1 ~ e ~ A~F ~ ~ ~ A ~
1 ~ ~1 ~ d?."1 , ~ ~ ` , ~A l(~,`~ ` , ~ , b~ , `~t t ~ • , ~
~ ~ ~ 1 1 _ _ { r \ 'C ~ f L ~ ~ : ~ ~ 860.34 44 fl Of 60 i!t 1.25%
i ~ { , ~ , ~ M1M1+~81 859.80 . r" /
~ r ~ ~-_____w_ ~ ice'' i ` i~ 1~, ='S ~t ! ~ ~ - - _ ~ _ _ _ ? 1 t "is ; . ~ ,1 F~ ' ~ ~ ~ A ~ ~t ~ I i r j t '^t~t' ~ - _ , ~ ~ , ~ > , \ _ Y , ~ Noies.1. ~Cbntrector to veri _ . _ _ ; F ;x; ~J ~ i \ s~ i - L~ ~ ty sieve#tons at flared end sections in the field prior to canstruc#ion. - ' ~ ' 2. Ali?>l b ~ ~1 ` k t ~ g~~ r ~ rv~'E 9 ~ \ ~a type drop fnfe#s to fie with 6 nin sat 4 sid s.
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~r ~.1 frtji r' Itf r ~~A _ :'NANNkL Nr \ ' / r' if ~ . ' ? \ \ ~ '
NOw OR FRM ~ L; ~ ~ dI~ ~ ~ ~ - l~ :t ~f ~ r ~ t..,F~xr~c'; i.±~ Nrata, 9r n I ERLY ~ r ~ ` ~ A~ f / / 1, 'd ~ ~ t _ _ ~ Q~
,1. F. 0 CASH t o , ~~~~~,~L,;~4OiJ~i", 5 ~ " j1 ~~qq a 25 3 ,~1~~' ~ ~ t + r rl ~a.. ; ~ ; ~f ~ ~ ~ ~ r`_ ~ ~ _ ~ ~ _ / \ _ , ~ 1 ' ' ~ ~ . ~ it
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Jam" ~ ~ ~ ~ i ~ ~ ~ i ~ t~ ~ ~ . r i ~ t ~ ~ ~ ~ ~ i L: / i , - - ~ ° ~ o PosT-oEVE>.oP 505 , ' tts
~ , ~ ~ r ~ , w QR f OR ERLY - ~ ~ ~ 1 A I E. J. 0 VER SH i r
~ i 1 ~ ~ ~ 1 ~ r ~ rr `i _ ~ , I 02 54~ .~~,~f 0. ~ ~ ~ ~ , ~.v ~1::- . .
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' ~ ~ I ~ ~ i, ~ . ~9c iCl ~ ~ , ~ i .r~°~, ~ v ~ . / I +n ' ~ ~ ~1 iJ l , ~ ~ I- ~ i i 410 PRE-DEVELOPED=367505 ~ , ~ ~ ~ 1 - ~ ~ : --a ~ ~ G~- to Posy-DEVELOPEYf #~2a~.
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NVri R FpR ,1',t' ~ ~ ~ _ i v, .r lf; i ' E. J OVER - ~ , t t" saI' ~ . \ ~ ~ "r`i~ CASH , ~ ~ ' i ~ f~ 11' ! r ~ ! rj _ ~ ' -
s Q21 541, 5, 7-621 r ~ d ~ r'1 A' _ -'s'/. yp ~ i ~,i 'h ti- • ~ ~ 1..7~ ~
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i ~ 1,. ~ t 1. ~ -f F I 1 ~ l~i ~ 1 / J ? / l l ~ ~ f NO'rV OR FORMERLY ~-a , ,tit ~ _ - f _ H v / e r-"'~ ,~~„w r T~~ ~ ~ NOW QR rORMERLY - ~ • r _
, ~ F C. k.VERCA~H f ~ ~ ,1n i ~ ? r . ~ ~ ~ ~ , K. - / ~ f,_.e ~ I ;1 ~ ~ ~ 'j ~ ~ Br~YAN L< SMkiH \ N~ ~ ~ / i, r i - / ~ ~L Bi:F~ ~T#?~f .e~~Nv r
i`, ~ BONE RA, ~ ~i~ zs y' ~ - "'ti ' - - / ~ ~ ~ " ~ ~ ~ ~ a ~ ~ • L q' F;i ~;L ~ ''E / 785-fi23 , _ - ~ = ''t - ZONE RA ,
rf / ~ i 1' ~ ' ~ l.,~h 1 ' 7 4 ~ < 'i,!/ ~ t~ / ~~f~.L L i~yT i ~ ~..j fem. , C . - - ~ , ~ ~ ~ l f ~1 i '~Ni, FIL IS iPL~TE(, ~ _ ,
~ _ , 1 , ~j ~ t ~ ` AT ' ~ ~ 1G_~-- , ~ ( - ~ TUP Of ~t 7nti Nei,
e. f~ ~r, TEt~~'ORARY . , _ .J - ~ . - x f ~ _
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ff Now OR F ~ ~ ~ , f ,s ~ _ ~ gar- , ~ _ - ~ ORMER~Y 1 ~ 1 k ~ i l r / , ~ ~ ~ ~ ~ , ~ ~ ~ - - - - + ~ ~ r . ~ - ~ ~ t ,rte ~ J / ~"~'_q'~-..l'tvitjY'. ES~,`,~N~ _ r
PRICE C. OVERCaSH ~ ~ ~ c,~.,a r//~ ~ t. d r.'~ ~ ~ ~ / . ~
~ / i 1039- 265 ~ . r, ~ ~ „ 1 ~ ~ % ~ ~ , ~ - ~ - - - , ~ _ . i ~
A ~ - t I ~ ~ ~ ~ t ~ '.A ~ 1 f - ' ; ~F, . ~ ir. - -mac , < ~ - J , IF~U'? TEMP GI tCk~ ~ . ~ i ; _ ~ ~ ~ ~t~~' ~ - : r.. ;
CF ~;L~~E at`~ ~ - - - 1 - ' ~ Pay o.r' ~;y al",~c Ana, ~ .-,a '
i t 1 1 ,r _ ? i ~ r I ~ ~ ~ t ,a ~ ~ i i. y A ii !L' ~ ~ ,iV~;r.Ll AIL, FtP!':~ N(1W OR FORMER' Y ~ ~ ' r ~ r ~ ~L1 / , ~H~~ SILT Ft^' 'E A RONALD H. RANDREY _ ` 6 ~ _ -
- ~ 812-342 - ~ ~ ~ ~ -
_ , ~ r 1 % r~ i~r~~ ~ 1 It 1. ,.nl;i " ~ - - _ ~ _ = s NOY4 OR FORMERLY -
i - ,1 F r L rhI _ i, ~i;'~ - ~ - i;`~cal~~! F~*,-~ NOW OR Fi , ~ " ~ A.' ':4 ~ ~ _ ~ 1,~, i ~ Y~,i; - ~ .RUSSELL ~ i i RUSSELL HARKEY ~ E,.,~r _ _ ` Y NOW OR FORMERLY
. r 1 ~ ?~!p'~+ OR F M .fir K~rh ~-tr w~ F ,'v~~ - f ~ i ~,,b i u. ;1 E y - ,*".~PrX,~S~~~' f?1,Lrl~i,:; ~ti _~6,-{ ~ (?R ERLY ~ v _ i ~ ~ td ON ~6;-095 YF:~F• - - - ROBERT G. PUCKETT + - -
~ 'h'IIMA M ~ ,'~1 t a,~~,,~,L~ BFk: r~t'~a~Tr- t,N^ Z E 1 OVERCASH I L. 1 X~ r ~ J , - ~ r 7-1 t -SILL ~tvPL ,r t'~~~ ZONE RA _ 775-221 ZONE RA
~ .830 ~ ~ 1 ~ i Z ~ ~ ~ ~ r~ ~'i i `i ,r ONE RA I ~,i' ~,y
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i ~ = ~ ~ / ~ f~„1> ~p~,.~, DIAaE-F.~ BJRKIN ~ ~ ~ ,u.ti / , ~ ~ ! A`i`~' 1 r ~ ~ s ti - - 929-1650 . - - _ ..-V - i .
~ \ , ~ i x ~ _ /,t _ \ ZONE RA ' , , . _ _ ~ ~ -
1 ~ \ T ~ 1 / ~ ~ ~ iiY~~r.~N iliE ~,~k1a 4A!N~r;E: >~~?'EM ,~r~~ - ~ r ,
_ - i ~ ~ , T F ~,N a~ - o r / y;. - ~ \APF C~ tr r,t; C.?~+.~tETfT? ~ t ~Fl'E~: ~ ~ - ~ , - r
LINE T~ r_E , " ~ lr' _r,,)0 i ~ -~i11 ~tAf af<<r nn~C ~~C~ y~T ,_~r~";k~~u - ~ _ ~ I , ,fj4 AM11L~ :.,t.~!MEh~ .>_~,'ah4 1`""~4!?L'~ ~ ;t=;~:a' _ s LLNE._ --LE-P4GTH _ ~ ~
i BEARING ~ r , ' ~ _ ~ ' 48.43_ ; N$3'19'll'W ~ - _ i ~ i ~ , ~ ~
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~ _ _ ~ I " , ~ f~ ~ ~ _ yaw p~ FaRM~~LY , r \ ~ _ a~~ ~ _ D" E I
_ , ~ -870-228 ~ ~ ~ - - ~ , ' 3 NOS' OR FORMERLY - _ ' ~ .y.~ ~N _ y ~p it
uNERA ~ l JOHN OVERCASH / _
i 199@484 a _ ~ , C ~ ~ ZONE RA _ _ _ - - t~`_, - _ _ , 1 ' TEMPORARY SEEDING -WINTER PRING
I _ /S PERh1ANEN7 SFFnwr
T1 ee in m x ure Seeding mixture TEMPORARY SEEDING - SUMMER ecies ate Ib/acr
Sf SP ( e) Species Rate (lb/acre) Seeding mixture R rain
~t>iME., r +;~;;Vd =t NOW ~ OR FORMERLY Ye (g) 120 Blend of 50% KY-31 tall fescue Spedos Rate (lb/acre) Annual lespodozo Kobe in And 50X mixture of two or more
BRENDA W. GARDNER \ in SEEDBED PREPARATION AF, 926-552 \ German millet 40 Piedmont and Coastal Plain, Turf-t a tall fescues 200-254
In the Piedmont and Mountains, a small-stemmed Sudangross may be substitute Korean in Mountains 54 Or of 50 !b acre. Y d at a rote )
NOTES: ST ONE RA 01 / Omit annual le odoza when duration Blend of three or more turf-type sP of temporary cover is not to extend beyond June. Tali fescues 204-250 Seeding dates Seeding dates
M Grade slopes and fills - the angle for graded slopes and fills shalt ben ~ pi Mountains -May 15 -Aug. 15 Mountains - Above 2500 ft: Feb. 15 - May 15 Seeding _date
the angle which can be retained no greater than c~ by vegetative cover or other adequate erosion Piedmont - May 1 - Aug. 15 Below 2500 ft: Feb. 1 - May 1 Best Possible Coasts! Plain -Apr. 15 .Aug. 15 Piedmont - Jan. 1 - May 1 Fail: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
devices or structures. In an even control ~ any t, slopes left exposed shall, within 30 working days Fc Soil amgndm -n{c Coastal Plain - Dec. 1 - Apr. 15 Winter - Feb. 1 - Mar. 31
of completion of any phase of radin be I n 9 9• p o ted or otherwise provided with round Iln Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural oil amendments limestone and 750 ib/ocre 10-10-10 fertilizer. Follow recommendations of soil tests or apply 2,000 lb/acre round agricultural I For quality turf avoid spring seeding. Where grading is completed during late winter or
cover, devices, or structures sufficient to restrain g erosion. Mar Cover - Whenever land disturbin •g activity is undertaken on o tract coin risen to I g spring, an alternative is to seed 30 lb/acre K
~l1 limestone and 750 lb/acre 10-10-10 fertilizer. seedbed, and seed permanent mixture between oba 1 5 and Aug. . 25 and Sept. keep 15. mowed, prepare Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or o mulch
Apply Mulch 4 anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring /acre straw. Anchor strove b taddn wit" asphalt Soll amendments
more than one (1 acre, if more than p g of one contiguous acre is uncovered, a ground cover fol tool. g ,000 Ib y g , netting, or a mulch I time and fertili anchoring tool. A disk with blade set nearly straight can be used as a mulch anchoring agricultural limestone and 1,000 lb/acre 10-1Q-10 0 fertilizer.
sufficient to restrain erosion must be planted or TE otherwise provided within 30 working days ~ Refertihze if growth is not fully adequate. Reseed, refertilize and mulch immediatei Maintenance Mulch
an that portion of the tract upon which further active construction is not being Se y following erosion or other damage, e er ilize if growth is not full adequate. Reseed, re#ertilize and mulch immediately Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor
undertaken. TEMPORARY SEEDING -FALL following erosion or other domage. straw by tacking with asphalt, roving, or netts orb crim in with a i
tool. A disc with blades set neat) strai ht y as g much anchoring. Seeding mixture y g con be used as a mulch anchoring foal.
S 1. Surface water control measures to be installed according to plan. Species Rate (lb/acre) Maintenance Rye (grain) 120 Fertiliza according to soil tests or apply 40 lb/acre nitrogen In Jan. or Feb., 40 lb in Sept.,
2. Areas to be seeded shall be ri ed and se pp spread with available topsoil 3 deep. 0 60 so Seeding dates and 40 lb In Nov., from a 12-4-8, 10-4-8, or similar turf fertilizer. Avoid fertilizer
Total seedbed prepared depth shall be 4 to 6" 1 deep. 20 24 co appiicotions during worm weather, as this increases stand losses to disease. Reseed, Mountains - Aug. 15 - Dec. 15 fertilize, and mulch damaged areas immediately. Mow to a height of 2.5-3.5 inches as Coastal Play and Piedmont -Aug. 15 -Dec. 30
0 3. Loose rocks, roots, and other obstruction shall be removed from the surface so ~ needed. Soil amendments
that they will not interfere with establishment Foi and maintenance of vegetation. Follow soil tests or apply 2,000 Ib/ocre ground agricultural limestone and 1,000 lb/acre
Surface for final seedbed 1p a preparation, of finish grades shown, shall be reasonably 10-10-10 fertilizer. Mulch
MU smooth and uniform. A~~ 4. If NO soil test is taken, fertilizer and lime Apply 4,000 lb/acre straw. Anchor straw b tacking
according to seeding specifications. Mo 5. If soil test is taken, rovide lime and fertilizer according to soil test report. anchoring tool. A disk with blades by with asphalt, netting, o mulch sot nearly straight can be used as a mulch anchoring
fi. Lime and fertilizer shall be applied uniformly and mixed with the sail during seedbed Rei tool. Maintenance
pre aration. g Repair and refertilize damaged areas immediately. Topdress with 50 Ib/ocre of nitrogen
in March. If It is necessary to extend temporary cover beyond June 15, overseed with 50
V N : ib/ Project ara er F~ 9 No. Date By Description lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lospodozo in late February or early March.
1 e 5 /98 ME - L REVISED EROSION CONTROL AS MEURES PER N By CDEHNR COMMENTS. REVISED LOCATION OF CI-53.CA~'"•• t" Draw ~ ~o~. SLOPE DRAINS. BASIN 5 & TEMPORARY o a°.•° ,y ;
2 11 8 MEL REVISED EROSION CONTROL ~p . ` - ca j% MEASURES PER NCDEHNR COMMENTS. ADDED SEDIMENT ` / ~I MEL FOR LOT GRADIN , 0,32
REVISED STORM DRAINAGE CHART r use °•,9 ; Checked BY 3 1 • ,p~ 4,0 ~ --Scale: MR ASMAV.% W. GRADING, STORM DRAINAGE & EROSION PLAN .
1/12/98 MEL REVISED PROPOSED CONTOURS Lar Landscape Architects l' = 64'
4 12 /g/8 MEL REVISED SHEPHARD FIELD LANE. REVISED LOTS 4$ 56. REVISED STORM DRAINAGE F _ 6 Plc Planners & Engineers GABRIEL ESTATES ~
FROM CI-51 TO FES 54. Y 8/04/98 eet urlber
Q " +r • ~ ~ ~ DESIGN- PLANNING. RESEARCH 421 ~ op Project Number --CIO ?CH 420 Hawthorne Lane
98023 Chi M OGRES VILLE NORTH CAR Ch r OLIN A a lotte, NC 28204
SNiNWALLE ROAD LLC
70, 980231SN.INBASE-DWG 704/332-1204 P.O. BOX 187 mmmum"m L' 5 R
DAMSON, NC 28036
[phone] _ l w
:
w

~T~RM fl AI1~ ~ ~~~R A
Inv~t in Inurat Out ~ t4oorasv Standard Ta Sttw~ire
t~•1 911.IXi 907.20 t44 tt d 1~' ~ at 0.96 ~ CN2
C1.2 914.10 908:~t 8Q8.2Q i48 ft of 18" ~ 1,1596 t3.1 C44
. ` " C~3 .912.70 X8.70 32 tt ~ 15" ~ at 0.6396 Q1 GIB
C~4 912,70 ~4. ~.3t1 t40Q of 24" rcp at 2.5096 Q1 CI5
. ' . 908.~a-3)
I ~ ~ ~ I Ci•b 907.1 900.80 900.1 1i~ft ofi 24' rcp at 20.OD°do a1 #dH•8
fdFt•6 887.00 6.60 89030 16 ft 24" rcp ~ 1.2b9d D•1 tNV•7 ,
NW-7 680.1 D•S 1
E1fiE~'D T17 4wS ~P 1~'TUR$+~E Db10 911.00 907.00 1116 ft of 15" n;p ~ 4.4496 D•6 C{•1 t
CEi1 906.30 ~Z20 9t32.E81 148ft ~ t6" ~ at 2.03% t.1.1 Ci-12
1. ~ Ak' PF Er`RI}i OgtE OKR ifP: iN4El' PIPE AI6? TNPSE q•12 X3.90 899.00 8.80 20 tt of 24" st 1.00°6 at CF13
PIKES tY~tYMG XMER FU T{IE PN'E BFM13, I# AT L~:T 1 FPPT IpAI#R AT Ald, PGNIiSS flIMV Tlif iPP Ot AE.'P&fT PIPE. - / q•13 X3.90 898.60 898.40 8011 of 24' rcp at 1.25 ~i CEiS CI.14 902.10 8.00 22 9 of 15" rop at 273% 1}i CF15
. 2. THE P~ StWI AE FSEXIEIE MfPi Y'ATES SIPHI' tX7RlEC1UlP RAflP~. fifXlB{f PIPE SHOkltD BE SPikEb p! £IE~fi SnE. S. ARP Ipil' A StMLI BE PRUV'~ED AT T}IF OUfLCI, 9F - ~ q•15 9011.10 891.40 897.2(1 154 ft of 24" at 1.04° t}t CI.16
EMRRYbYG ttrtA A DEEP AREA 4. 'IHE ~ ARflU71P MRt UWlER TBE iNIEf PWE; A187 ENf1EWCE _ ~ ~ ~ ~ - • {3.16 904.E 895.60 695.40 294ft ~ 24" rcp at 3.2it~ D•i CE17
- SE&71fNF StNi1 EE IYAIP TMIPEP IN ! LpiS?D TF~ 1PP 9F T11E 6ANR1 pkE. .y ~~•..t 'i S Ptkl.PW-VP M7SPEPRPti ANP ANY NEEI~P WAREt!YWCE STNti.
ffi PERifkgdEp AEIEN FICM SfPRN Bi 1}IE FlMaHfA41.Y RES~48L€ y PARfY OR NS AGEfYC. .1 " j i _ OIL 887A0 893.00 140ft of 18 rrq at 3A7°k D•6 CI~1
- ~ ~ - _ q31 883.1 87$.70 878.50 36 ft of 24" rcp at 0.83 D•1 GI33
b i._CC~~-- / f ~ q-32 882.t~ 878.40 22 ft of 15" at 0.91% D•1 C433 ~P
1 ; ti~ ~ ~ - ` ~ CI-33 682st1 676.20 878.00 152 #t of 24" rcp at 0.72°k f?•1 CE35 ~ ~F---_._ \ CI-34 684.60 860,00 32it of 15" rcp at 6.25°~ D•i Ci-35
~s i _ ~ ~ ~ I• 7 t. 13 8 of 24" 1.21 0»i FES•38 C 35 884.40 8 6.9(a-33} 87 60 2 rcp ~
/ ij NOW'OR FORMERLY ,r - ;
ANTHOP'dY Vd. SHERRILL ~ iJOW OR FORMERLY ~ EES•36 870.00 NGDOfi310.01.6 ADRIAN E1/AfdS
• 522-D62 ,~-'i ' LONE RA - ~ 460-547
1. -TOTAL AREA QiSTURBED = 2$.3 AG ~ ? • - ~ ZONE RA Cl•40 893:40 - 869.40 3217 of 15" a# 0.63°lo Q-t GI-01 \ ~P
~ ~ ~ r~. ~ q•41 894.00 889.20 8.00 130 tt of 15" rcp at 2.62Yo D•1 ..~S•42
2. CONSTRUCTION OF THE FOLOIMNG ITEMS SHAC.L BE IN ACCORDANCE 4TH-THE ~ , , FES•42 876.60 NCDOfi310.01•S i \
CURRENT TOWN OF MOORESVILLES & STATE OF NC STANDARD DETAILS: r" ~ , X r t , NGVd OR ~ORMER~Y .v
NCDENR 6.41 RIP-RAP APRON FOR FES s. , ; ~ t10bV OR FORMERLY hi ARIE G. BRAdJLEY ~ 1Votes:l. Contractor to verity elevations at flared end sections in the field prior to construction. 3
_ ~ ~ A i l NCDENR 6,31 RiP RAP AT CHANNEL INTERSECTIONS ; ~ , MARIE G. BRr WLE Y ?40- ~ 66 2. Alt stab type drop inlets to be with 6" openings at 4 rides. ~ ~ 379-206 ZGNE RP ~
~ 1 ~ NCDENR 6.60 TEMPORARY SEDIMENT BASIN ` , , G ~ . 'P. ~ ~ ~ . ,~~,a ,G~~, .ate ~ ~ LONE RA
NCDENR 6.~1 TEMPORARY RISER PIPE SEDIMENT BASIN ~ L ~ ~ ~ ` ! , ` i'` ~ ~'~~r~~ac~ 1 ~ ~ ~ ~ ,
~ . V ~ ~ NCDENR 6.20 TEMPORARY SILT DITCH , m; ; ~ \ ~i
NCDENR 6,62 TEMPORARY SILT FENCE . i ~ 1 ~ 7 NOW OR f ORMERLY . ~ HORE C. GRABIEL :E r' _ r .
NCDENR 6.61 TEMP. INLET PROTECTION ~ ~ 1 ~ ~ ~ ~ ' i 660-626 ~ ` r 'r ~ i
NCDENR 6.06 STABILIZED CONSTRUCTION ENTRANCE ~ ; ~ j;j~ f€ / ~ LOT~iE RA - 3 ~ \
~ , r ,ti r~ ~ :t / `
3. REMOVE AND SPREAD ACCUMULATED SEDIMENT FROM SILT FENCE AS RE UIR D. - I ~ t 1 i ~ j
REMOVE AND SPREAD ACCUMULATED SEDIMENT WHEN FILTER BASIN 1S HALF F ~ - - I , , NCW OR FORMERL, ~ ~ Ate. ~ li
4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUESTED DEPENDING UPON - PAUUN~1E GK. cCoo~n~a;~ ~ ~ , ~ ra VL r';C S~:f~! f;'hB~ - .J i
FIELD GQNDITIONS, zoNE , A ti 3 , ~ a r y ' ~ ~ / ~ F ~ ; r iM1'f:
I ~ IA P T - I D ITION AN F ~ , i \ ON S TE ~ R L l S REQUIRE AN ON S TE EMOL L DILL PERMIT 1 / . ~ / ~ i' ~ t f~',!. ~ J_ `tam E ?t .r
FROM THE ZONII~IG ADMINISTRATION: i ! , o
6, AN'Y ADDITIONAL CLEARING OR GRADING REQUIRED FOR STOCKPILES OR BURIAL / j r ~ ,,,.a ~ ( s . ,r'' I, ~ - ~a ~
PITS NEEDS AN ~ROSI(3N CONTROL PLAN AND APPROVAL 8Y NCDEHNR.• CONTRACTOR ij?
TO COP~TACT PR ASSQCIATES FOR DESIGN INFORMATION PRIOR TO ANY LAND ~ { ~ ' ! ~ D ~ / / ~ , : - ~ ~..v - _ _ _ , . . ~ . a so z ~4~ - v ~ '
DISTURBIN ACTIVITIES BEYOND -THE LIMITS ~ GRADING. ~ € f r f o - . ~ ~ 5, 1 ~ r:~~ t` -~'Ph:E-LSt.,~ tech t}~ _ 114 _ ~ ~
, s f I ` 7. ALL CONTOURS SHOWN ON PLAN ARE 2 GONTQUR INTERVALS. ~ r ~ f ~
t ~ r , ; \ ~~x~ ~ 1 \ ~ , i r ~ _ - ~ 1 _ , _ . , 1 7 4
1 ~J f ~ ` PERMANENT DITCFfES G & H TO BE USED AS TEMPORARY DIVERSION ~ 1 i 1 ~ € ~ _ , s ; ~ tit ~
DITCHES .FOR EROSION CONTROL PURPQSES AS WELL. , , , ; , ~ ~ 2 ; ~ i I ti ~ f G,, ~ V ~ 1 a ,1 ~ t a~. L-
! ~ ~ THE DENUDEt3 AREA LIMIT SHOWN ~i THIS PLAN IS THE MAXIMUM AREA TO BE ) ~ ~ . !j ~ t ~ ~ j ~ l . r ~ a R
CLEAR~EQ. ~ ~ r , i , ; ~ ~ ~ ~~y~~~'-r. , ~ 1\~ _ A` ~ NOYd 0 FORMERLY . ~,,,1~ - ~N- a ADRIAN E`JANF ~
~ ` ~ 1 1O, QURING THE FILL OPERATIQNS, TEMP. DIVERSION DITCHES SHALL BE INSTALLED .1 ; ; ~ ~ ` ' : ~ 763 945 ~ ti ~ ~ ~7 ` ~ 1 .y ,?1tT~s" ~ -nr~i:'. AZ~ONE RA
AT~ THE -TOP OE ThfiEFILL SLOPE TO DIRECT WATER TO THE SEDIMENT BASINS , ~ , , - ~ '
- ~ t 1. r A~ QWN oN .PLAN, - ~ , ~ ; 1. , r~
SILT FENCE SHALL OE INSTALLED AT THE TOE OF FILL SLOPES ~ ~ , ~ -
~ ~ 4
CONTRACTOR IS FULLY RESP NSI LE FOR MAINTAINING ALL EROSION C NTR ° - ~ ' 2. TIE O B 0 OL Yy ~ ti- - {i' r -t - ~ , { l ~ ~ ~ Ii j `4 ~ - r
DEVICES. THE CONTRACTOR SHALL ENSURE THAT DIVERSION DITCHES ARE , ~ . ~ _ - 4~ r ~ f~~ 1 '
FUNCTIONING TO DIVERT WATER TO THE BASIN aR ROCK DAM AS SHOWN ~ x,;~~~ _ I.r-- ~ i ~ ~ ~ it ~ ,f ~r .
ON PLAN. - ..__.~;r. ~ ~ r° \ ~ - ~ ~
A N HA AI I P A N T T I ~ ;,w_i 13. SEDIMENT B SI 5 LL REM N N L CE U TIL SI E IS S ARIL ZED AND _ ~ , \ ~ - i .
~ ~ ~ w.,r, , VEGETATION IS ESTABLISHED. .1 ~ ~ ~ , . ; ti _ - a
~ ~:v~'~ Q fie;, . ~ - ~ ~ ~ ~ .rC`Ehi v E`r:'".i11
M ~A1NAGE N ~ S. i i r Ci- ^ ~ -1i i~,~_. ~ ~ ~ ~ - ~h ~c.7t'rt~f'. t~~i iii:^S5 0 r•--= "f i a~ ~ ~ 7 ` \ \ V~.,; ~ Dt4'i-~t)h~;'~~~j'..~~Fj ~ ~ -
~ ~ - , , ~ ~ ~ ~ • . , V - - ~ ~ ~ v - , ~ , ~u r t k . i~ J y' _ _`C~KM :'F_~~t,r,:._. ~>~i4! ~ ~t,.F SAMUEL R.
1, TOPOGRAPHIC INFORMATION TAKEN FROM. FIELD RUN SPOT ELEVA110NS SURVEYED BY , `g}~ ~`s ,~N~N~E:~ a F ~ \ \ _ _ k>`~. ! y, i; ' 'K 1 1 ~ t' \ _ Pa AS't Tl _`t~'I~ ti: ~,1~ 'TE^ 817-`/„;x' ~ ~ _ _ _ - ~ - p; :e 'i ` 7, ~ ~ ' T: ~ _ 4~i.: Its , i."tiL vF T.. !.,f (~,hE._ ~ F LOIVt K:
ED KILL,OUGH, N.C.R.L.S. L.--1519, LA5T RECEIVED 7/31/98. - 4 ~ a _ . ~ v .I ~ ' ~ ~i R. - t i , ~ : , , - _ . i { F ~ : ~
2, ALL STORM DRAINAGE PIPE Tp BE ..CLASS 3 REINFORCED CONCRETE UNLESS I,, ~ j , - -_1 ~ F yi' r ;a' ~ ~ ` a ~ ~ ~ ~C1;'T,~Fti i Ear. ~.f~'. ( . - ~ '
T RWISE NO I7. PIPE LEN THS INDICATED ON PLAN ARE APPROXIMATE ON Y. I ~ ~ , O HE TE G L _ . ; 'Af _ , ~ ~~~~i ~ Feu Y k i ~f~~3 UAN. - L~.~'~ _ ~ , _ / - x
r INSTALL RCP DOWNSTREAM FROM ROADS TO BEGINNING OF EACH SEDIMENT BASIN ~ ~ ' 3 ' l s _ ~ ~ . ~ r r T~ ~ ^ ~ ~ ~ _ .
[ "1, _ AS .SHOWN ON Pt;AN, COMPLETE STQR~I DRAINAGE SYSTEMS AS OUTLINED iN THE ~ r ~ i ~ - 1/ r Y, r
t s CONSTRUCTION SEQUENCE. INSTALL RIP-RAP APRONS. ; ~ ; 1 , ~ ~ ~ , c 4 r , T
l - FE5 INVERTS ARE SET AT OR SLIGHTLY BELOW EXISTING GRADE. VERIFY ELEVATIONS i' , ~ ~ : I. ~ f _ - ~
~ ~ . \ f
IN FIELD PRIOR TO LAYING PIPE. r :.~„P W.c~ .ate fNe?`` ~ r; ~ ~ 1 ! / 1' f . , : ~
1 _ 1 ~ _ C~.... A ~ _ 4 ~ r ; .
~11~T1~ U N E. ST E C ~~}N ~ ; l ~.e~, ~ - w
_ ~ ~ I \ . y
1. Qbttain Grading .Permit from NC DEHNR. I ; ` ~ ~ S ~ 'h ~ _ ' p ~ _ l
2. Pre-canstruct~an meet€ng with State Inspector. ~ i . f
3. Inst~gll silt fencing, diversion ditches, filter basins & ~ t ; r/r? , , - . : c 1 ~ r , _ - l ~ ~ ~ , ~ " ,1' - , r i t r ~ I - A ~a,, :
r Ian entrap Tem orar itches shall be install ~ canst uct ce p y d ed , 1 - . r l; ~ ~ , it a i A
LEGEND at the toe of fi'Il slopes to dram rnto sediment basins. 'y t„~ - - ~ -r o--_ ~ i.^~''~ - - i _ _ ~ ~ _ i ~ - t ~
Clear only as necessary to install these devices. ~ 1 ~ - , aso , EXISTING CONTOUR ~ ` _ ~ . ~ _ , , f`~, ~ \ i _ -
4, Construct and maintain all erosion and sedimentation ~F E r ~ ~ \ ; . ~ _ ~ ~ , _ ~ ~
- cantrai measures in accordance with the - so PROPOSED CONTOUR f :w ~ _ r;; ~ _ - ~ - .
a roved sdeimentation control Ian. , . r~ PP p p¦ ¦ ¦ ¦ . STORM DRAINAGE PIPE ((PROPOSED ~K€~~r_ ' r~l _ ~
S, ins ection b State Ins ~ctar ar his re resentative. j ` ~ ` R~sT : , I _ _ ,
p Y P P y .32 43~ a , ~ ~ ~ , ~ - _
fi, Clear and rode, CI-5 ? PROPOSED CURB INLET ~ 1 ~ LeNE R~a r i r _ ' ' ~~1~* ~ . - . 1t ~
7. Periodically check and epa r aH 9 ailed areas and DI 6 ? PROPOSED DROP INLET t, i'
the su ortin erasion and sedimentation control ~s pp ~ • • FAR N TI RIP-RAP APRO ~ L ED E D SEC ON Wi N ~ ~ _ : r~l' ~ , R .,v s - ~~~~AAA ~
ra ti es es eciall a#ter heav rainfalls, , ! ~ I ` ~ _ , p c c ~ P y y ~ ~ ~ -.i i "^ib+ 'fir .vb i, ~ ~ ~ ~ ~.e ~ i. ; i ~ r~ ~ ,
LIMITS a~ cRADING y Provide round cover far denuded areas, which wil! > c '
TEMPORARY SILT FENCE ~ ~ ~ not be d€sturbed by further construct~an. ~ f - ~ ~ f . , - fi ~
9, Install storm drainage and silt fence inlet traps: ~ ~ \ . 3 _ I z
, stub storm draino e i e "rnta the sediment basins w , 9 P P { ~ ~ i~ f - . ~ - t . ~ ~ + ~ : r - ~ . ~
as indicated an plan. ~ _ - : , ` t i . _ ~ ~ ~ _ ~ ~ , f ~ ~ ~ ~ -
~ - • ct he si e, Grade fill sloe a TEMPORARY SEDIMENT BASIN ~ 1O. Canstru t t p s t a ' ~ f .
i , n.. ~ ~ i 4 , `0~
1;1 slope around the sediment basins and ^
\1 construct the temporary ditches at the top TEMPORARY DIVERSION DITCH
r!r,, ~,R wRP~RLY yd of the slope to drain into the sediment basins. OVERC~SH „ i
? SILT FENCE INLET SEDIMENT TRAP 225-J2 Once the site is stabalized and vegetation is ! _ `'tom t`19 k :
remove the sediment basins and TYP. AT ALL INLETS _OrEA established, _ 7 l
complete the storm drainage system rip rap ~ n . - - t ! 1 I 84
20 PSDE PUBLIC STORM DRAINAGE EASEMENT ° ! z C~' y0.
apron & remaining fill slopes, leaving the silt fence in Of r.,
he to of the slope. Seed all fill slopes. Divert along t e 20 S. S. ESMT. PUBLIC SANITARY SEWER EASEMENT A- 01
the temporary ditches at the top of the fill slopes into r-
the temporary slope drains as shown on the plan. ' EXIST. SPOT ELEVATION+ ya w r , r fi ,
11. Remove temporary filters (silt fence, basin, etc.) 0R F R41ERL ti , 4,x
and spread accumulated sediment only after site PROP. SPOT ELEVATION 225 35.9 1 Ar, b FE,I
A is stabalized and vegetation is established. ZONE k I
Seed all bore areas. GRASS CHANNEL • w
12. Inspection by State Inspector or his representative.
All erosion control measures shall be constructed „ NOW OR FMOER_Y i
in accordance with the State of North Carolina Erosion E. J. OVERC~,SN r; r .
o- 102'4 -54; y and Sediment Control Planning and Design Manual". ;0 R !
All construction work shall be in compliance with regulations of
National Pollutant Discharge Elimination SYstem(NPDES) tl t^ i / I li~ 6011 ~ , . 1 e' 1 , ( ,.n 'gip
-Storm Water General Permit. - - ~l ;r
5 , i
I so
40
„ y i'• v ~ 5 1
go i
- i NO'A OR FORMERLY
OVERCASH
REVI QNS
ro 'ect Mona er J 9 No. Dote B Description JS es. CAR{. ~~rr cafe,
DPR ASSDCIAX% INC. GRADING, STORM DRAINAGE & EROSION PLAN 1' = 60'
1 25 MEL REVISED EROSION CONTROL MEASURES PER NCDENNR COMMENTS. ~04 t lot- Drawn Y 2 11 8 MEL REVISED EROSION CONTROL MEASURES PER NCDENR COMMENTS. ADDED DETAIL 11/L-4. REVISED STORM fl u?c~, i'
MEL~.~` r Landscape Architects
PRAINAGE PER TOWN OF MOORESVILLE COMMENTS. REVISED GRADES FOR AKERMAN PLACE & UMBERLY COURT. ; .;..x Checked By .3 11/12/98 MEL REVISED PROPOSED CONTOURS FOR LOT GRADING. >ro 6 Planners & Engineers GABRIEL ESTATES heet Number
" C-32 •
4 12/9/98 MEL ADDED LOTS 114-117. REVISED LOT 74. ADDED GRADING FOR LOTS 114-117. t DESIGN- PLANNING. RESEARCH Dote 420 Hawthorne Lane SEARCH MOORESVILLE NORTH CAROLINA
Charlotte NC 28204 SHINNALLE ROAD LLC L-4A
13/4/98 ~p P.O. BOX 187
Project Number 5S4CIAt 704/332-1204 DAMSON, NC 28036
98023 i2 704l895-0026 Total, 4
98U31SHINBASE;DWG