20010132 Ver 1_Site Plan_20010130

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NOTES ~ ~ ~ 'r, 4 647 -k.__.~-~-' „CHARLOTTE AREA MFG, HGUSING, INC r r> ~ w. ,,t DEED BK. 521, PG. 491
1. THE PURPOSE OF THESE DRAWINGS IS TD SHOW THE PROPOSED STREAM ' ~ _ PARCEL 5601-21-2709 _
IMPACTS AND STREAM RESTORATION OF AFTON RUN BRANCH. REFER TD THE .j
SITE PLANS FOR CONSTRUCTION DIMENSIONS/DETAILS FOR THE GRADING AND _ ROAD CONSTRUCTION OF VILLAGE DRIVE AND THE ASSOCIATED WATER LINE, ` 4 O t fir. - - / f ~ j ~ ~\V r<<. ~ - . nJ`~ J 1 \ ~ ..i -x.~.. 4,e
3 SEWER LINE AND CULVERT INVERTS. f r i i ~ ~ t + f F `4 ` ! 5 ~e O 4 C r
2, TOPOGRAPHY WITH DNE FOOT y~NTOURS PR VIDEO BY JOHNNY D. VARNEY 2 t ~ /
n O .675 7,0 73 P.L.S. ELEVATIONS ARE BASED ON BENCHMARKS RM 108 AND RM 110 AS LABELED ~ - 675 r ~ `ti t= ~ ,
IN THE 1994 F,LR.M, ELEVATIONS ARE BASED ON NGVD 29. O 1 ' ~ ~ ~ } ,tip
85 3, THE PROPERTY LINES BEARINGS AND DIMENSIONS SHOWN ARE BASED ON AN ' ~ I `y
AGGREGATE OF PROPERTY DEEDS, PLATS AND EXISTING IRONS. BOUNDARY R, z ~ r b
SURVEYS OF THE TRACTS WERE NDT PERFORMED BY ALLEY, WILLIAMS, CARMEN, ~11 & KING INC, ~ ~ 1! 1. kSt.. 4 V
a , ,l ~ BB • ~ ~ '1. l
4, THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, ~ APPURTENANCES ETC. AND THE LOCATIONS OF EXISTING UNDERGROUND ~ ~ - ~ - ~ ~ `t r/ f i r.y X,,.,.r ~ - i• i a ~ ~ S r"•..,.,
~ UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ~ ~ ~ ~ , A ° r ~ ~ 1 fir, x r G ~ ~ L . ~ Err U l ' r of X , f ~ ~
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE t`; ~L~~, x ENGINEER, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION DF ALL ' ~ ~r.i E ( ~ ~ 7 ~ ~ , ~ ~ . S .
Gf~ EXISTING UTILITY LINES, PIPES, ETC. BEFORE COMMENCING WORK, AND ; \ , ~ 3, „ _ . , i ~ - r/ Y _w.. / ~ \ " I f' t s ~ ~ ~ ~ \ I% ~ r
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT ~,_~t'~ RESULT FROM THE CONTRACTORS FAILURE TD EXACTLY LOCATE AND i _ ~ l r W~ C.~ / I'
PRESERVE ANY AND ALL UNDERGROUND UTILITIES, PIPES AND VALVES. THE I
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING ~ •,l~.y / AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE ~
RELOCATED. ~ ~ 'j SITE ~ f ~ ~ v ~
1 a i 5. THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY 6 ~ ~ r ~ ~ ~ .r' ~ ' r ` ~ 1 - 0 ~ , rr.,
HAZARDOUS OR TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER OR ON ~ ~ V " ~ ~ z ~ ~ ~ k G ~ ~ ~
THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS OR TOXIC i" ~`t r O ~ rr
MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER, ND SUBSURFACE EXAMINATION OF ANY TYPE HAS BEEN ~ - ~ ~
•o '.~,n~~ GtON RD 1~'"' MADE BY THE ENGINEER, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR t 1 ~ r . „ i ~ s
INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO i % , i ~r t r,' ~
N ANY VIOLATION OF ANY ENVIRONMENTAL LAWS DR REGULATIONS, EITHER , ; ~ n FEDERAL, STATE, OR LOCAL RELATED TD THE INFORMATION SHOWN ON THIS ! ~ „ ~ ~ } r ~ - f .r
= PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY VIOLATION OF SUCH o ENVIRONMENTAL LAWS SHOULD SUCH EXIST. ~ J'~ ( ~ 4 ~ ~ i ~ f _.l 625 ~ ~a. ~ j ~ f P „ , ~ / ,ra- b
r ~ 85 r ~ ' nY M ~ l ~ r'~/ ~ ~ ~ l
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1 ? i , ~ I LOCATION MAP (N,T,S,) ~ , ~ ~ ~1 F i i s d ~ f~ I„~
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WADE H, TAYL[]R AND LLC ~ O I-. f MAYFIELD/LAKEL ~ ~ rs, ~ ~ r r ~ ~ 1 ~ ~ ~ DEED BK. 1482, PG. 008P ~ ~
, DEED BK. 206, PG. 63 ; 0 ~ 7 ~ ~ b ; ~ ,j ° " f,~ PARCEL 5600-29-0764 ~ o
PARCEL 4691-90-5703 ,f
1' CON/SPAN PRECAST CONCRETE ARCH CULVERT AT ZERO GRADE. ',5 / r•, . / ~ ` r 61 ; ; ~ ~ r t` ~ ~ ~ ~ ,f ; -i,., } t ( ~ r p, ~ ,j t _
42' SPAN, 11' RISE, 45' LENGTH. °f` ~ = P ~1' ~ h ~M.. t,f r ~ r ~ ~ ~ ~
90-DEGREE SKEW ANGLE BETWEEN CULVERT & ROAD. V~•~"'4. ~P ~ ' ~ ~ ff, 5
45-DEGREE UPSTREAM & DOWNSTREAM BEVELING, ~ 1 ~ ~P 'f~ 6 _ W ~ f G ,':f 45 DEGREE UPSTREAM & DOWNSTREAM WING WALL ANGLE, , , ~ ~ , p i' I r j/ r r'- t t
' VATI TH UPSTREAM & DOWNSTREAM. ~ ' ` , ~ ~ Rt 'f 611.38 LOW CHORD ELE ON BO ~ ` r C p ,.1 ~ % ` ~ z i ~ r / ~ r ,f ,,r....~ `s ~ o, ~ p' ~ j ~ { ~ ~ r,, ~ ~ i f ~ } 1 / ~ ~ 1
STREAM INVERT ELEVATION - 591.8 UPSTREAM. ,~r',!f" STREAM INVERT ELEVATION = 590.4' DOWNSTREAM, FINISH GRADE ' , ` r' ~ f ~ i a t , ~ ~
~ 1` ~ t r,', / y/ ,r
~ ~ i_ ' ~ I ~s ,r ~ n _ I , ~ r f _ / f ~ , T _ ~ ~ / i / t a
° ~ .a S ~ t rn t ~ ~i b- f - - ~ r r r ~ ~ t ~ 6'r" ~ ,j ~
tv . , f a 't ' ~
r , w~;., , r ~ 1 rn `'ti , f ~ ~ McGILL AVE. x ~
14 14 ~ ' ~ z 'r,r f` A~T-E]N. V AE h ~ ~ ~ ~ APTIST CHURCH SEE SHEET 2 FAR r, f _ ~ 6 , ~ , ~ ~ B
v • ~ . BB ~ COI ROAD AND CULVERT f~ ~ If ~ ~ BHA 4,,. ~ ~ 4 P 0074"~~ r ~ ~ DEED BK. 135 , G
CONSTRUCTION DETAILS ~ f 1r r ~ - ~34 P~G~~ 68~ PARCEL 5600-29-9490
~ EXISTING GROUND SURFACE ` ~ ; { ,tJ' ' I ! ` ~J f' r,-',f rf i ~ /r r 1 j C f ~ ~ f/ if f I
f t. ~ ~ ~ ! ~ d ~ / , f
ELEV. - 600.38 _ _ a , ~ I ~ r. ff ~ I ~ ~ << ~ ~
OF ,r_~, _ . i";t
,E4 I 41.a f; t 1 j 4i.ai _ r - r ~ ~ ~ . _ ~ r ~ ~ ~ `;f 1 t AF~'GN ~'~-:VILE GE ~ ~ ~ i , z `
,i~l y 1,~ „ PHASE $ - TGN AC~,' ~ ~ , I 14 ~
5 0 5 0 t ~ ~ i ! 2 ~ N AGE Pk~YAS ~v ~ , ~ y ~ I ~ ~
1' ~ t 4 FINISH 4' s i't evc nv ..~~K; 3,'P 1~3 fi w, PHA 1_,_ ~ ~ ~ `F i ~ ) i j ~5.
2'-0' , r ~ \ GRADE 9 ~ 1 ; 1 ' ~ y ~..r f f r I~ ~"o fi 2 ~ ' ~3 PAGE r ~l ;r AFT~N PAC,,' ~ ~ 6 } ~ z B 33 PAGE Tfl~ ,r } ' P A E II~~~
~l ~ , ~ PEDESTAL WALLS TO BE 1 ~t_ ~ ~ r ~ , ~ , ~ - r ~i
DESIGNED BY CON/SPAN, • ~ S s ~ s ~ ~ 5 , 1 ; ~ } -t NAP BK, ' 31 P 105 ' f ~ ~ ,
INTERIOR PEDESTAL WALL ' SI ~ z•• ~ ~ 1. ~i; TD BE FLUSH WITH ~,k ~ ` f - , ~4'osCD ~A~S, f ~ ~ 5 i ~ -.a
INTERIOR CULVERT WALL, 1-' 3 '
FOOTINGS DEPTH, WIDTH ~ l CLASS II RIPRAP - r ~ ~ i m 1 I ,t h,ti ! v
~ & THICKNESS TO BE ~ THIS AREA TO BE 3 0 THICKNESS CONCRETE ~ ~ j 1 ' ~ Z ~ ~ ~ ' 'rs''~,/`~ I ~ ~ 1
FILLED BY NATURAL DESIGNED BY CON/SPAN ~ '-'°t ; SIDEWALK BRIDGE SYSTEMS ' I / SEDIMENT DEPOSITION MIRIFA 600x 3000 PSI ~ o `5: •"`e,
FILTER FABRIC 9 ~ i ,~r 1'~ J ~9`*..
0 O , v. ~ ~ ~ ~ , I 1 ~ r , / r ;
` ~ TYPICAL CULVERT SECTIEN (N,TS.) ~ t. ?
°,t t ~ f ~ F I ti ~ ~ ~
,i , ~ sl~,, ~,A. r - ,r i ~ ,f ~ -e ? 1, , 1
f ~ i i - t ;f t l HAYFIELD/LAKELAND, LLC ~ , '
> ~ ~~-DEED BK. 14f ~ ~ ~ ~ f . ~ t~ )EED BK. 1482, PG. 0082 I ; ; ; ~ ~ ~ _
~ I ~ l PARCEL 560C 'ARCEL 5600-29-0764 ~ i ~ ~ ~ ~ ~ , $ ~
EXISTING GROUND -•--w~',f ~OTfS d t. , i f ~ ~ ~ ~ 1> ) i ~ ~ ~ ,
/ 4 1 , ~ ( ~.~r i f ,f
PROPO5ED STREAMBANK I. BRUSH CUTTINGS TO CONSIST OF MIXED ~ ~ ~ ' . ~ ~ ~ ~ ~ ( ~ I ~ 1 t ALDER Alm SILKY DOGWOOD, PLACED 8 ON t ' ~ ' ~ o ` ~ ~ I ~ ~
- ~4 ~ ~ ~ - ~ i C`ti t ~ ) CENTER, MINIMUM 400 GUT11NG5 P~ ACRE. ~ "l s I` G n ~ ~ ss % ~ t 1 ~ ~ f~ ~ ~ ,
` ' 13 15 l f s 2. BRUSH CUTTINGS TO BE PLACED IN I ~I ~ ~ ~ i ~ ~ r ~ ~ F* 1 i l ~ ~ (f ~ d~ ~ 1 ~ f ~ ~ ~ ~ ` 65 0 ~ 3 '
1 I STREAM BANK AREAS OF BOTH VEGETATIVE ,.f, ~ ,
f y~ BANK STABILIZATION AND RIP-RAP BANK I ~ ~ tJ I / ~ R1= ~ ~ , ~ ~ ~ 1, 1 ~ (I a ~ 1 r ~ ~ X39 , ~ ~ ,
LAYERED 501E BRUSH GUTTING STABILIZATION, EXCEPT IlI~ER GOWSPAN ~ CULVERT. ~ ~ -
- ~ ~ ~ 'tF V j } ~ ~ k
f ~ ;j y ,
ifs[ _ 't~ ijE~~°~_ ~ S a S~ fi l t.~` ~ { ~ i ~ r r ° ~ PR,. ,
l ~ i `t VEGETATIVE STREAMBANK STABILIZATION (N.T.S.) ,U 1\ ~ _ E ~ P ~ ~ ~r',. ._w ~ COBLE FAMILY FARM, LTD ! , ~ / ;
1 I
t' ~ , ~ CITY GF CGNCGRD ~ DEED BK. 1777 PG. 273 - (PARCEL 5600-37-4516 1 ,a ~ DEED BK. 1714, PG. 185 1 ,
PARCEL 5600 18 0167 r` r ~ ~ ~ r f i ,
BRUSH GUTTING . 0
77 s /,e
FINISH `sssiuuui~~~ GRADE ~ V~~ N ARC U.S, TIRE RECYCLING PARTNERS y t ` ~ _ + ( f'
as ~ • ~i'% K. 856 PG. 229 ' ~ \ 1' r~ r ~`ti ~ / ~ , t
ti ; 0~•''' SSJ • •.'L , DEED B ~ r,~ ~ : o E ,PARCEL 4690-97-2611 i_ r _ ~ i 1 ~ ~ ~ ` A ,fir f .-1
~ ! ' Sri - L ~ ~ ; ' _ ; , f / c~
THIS AREA TO BE = 13311 - ~~~3 _ 3 r ti ~ ~ ~'~'C ~ ~ , ~ "`ti
PILLED BY NATURAL CONCRETE = ,~,....,ti ~ `1 SIDEWALK . ~ •'~'2 I' ~ SEDIMENT DEPOSITION ~ N ~~e: ~ `
,,F.~ . GINS , • p0aa GLASS II RIPRAP ,I ~ ' r ~ ~ i 0 ; f i ~ c - r r OD F
3-0 THICKNESS ~~,~RY p. ; f , ~ • , , t o ~ ~ , r I ,_r 6 , ~ ~ . ~ r ~a -..,.a. ~ ~ ~ a
~~~IIIIIII~~~ ~ d J%~ t, 1 i "i f~' ?t'- MIRIFA 6OOx ~ ~'1 /r ,r,,, ~ ~ ~ ~ ~ ' ~ ~ ~ ' w
FILTER FABRIC ~ ~ t ~ " ~ . ~ ~~E~.,f ~';:f r ~ ~
F ; ~ a„ ` 1 ~x
1 f fr ~ t ~ r'" RIP-RAP STREAMBANK STABILIZATION (N.T.S.) a
f
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REVISION No. OLSGKINIIUN UAIL INITIAL SGALL 1-Uy-Ul 00545 0
alley, williams, carmen, & king, inc. VILLAGE DRIVE CULVERT IMPROVEMENTS 1 PER ECS COMMENTS 1-22-01 RCC PLAN: 1' = 200' DRAWN BY: to
CONSULTING ENGINEERS MAYFIELD /LAKELAND, LLC RCC AFTON RUN SHEET NO. %
PROFILE CHECKED BY:
207 SOUTH MAIN STREET P.O. BOX 1248 HOPoZ• CWW STREAM IMPACTS d
KANNAPOLIS, NC 28082 704/938-1515 CONCORD, NORTH CAROLINA DWG No.: VERT.: OF: 2 t7

_ r ~ ~ v1 1 ~ i
~,r ~`w o ~ t ~ - 1 ~ E a i ti.. _ Et ~ ~ I t 1 4 1,t 1 ~ i s ~
~ _k ' CLASS II RIPRAP INLET
~ ~ ' j , , i{,;; ~ + ~ ~ ' ~ AND CUTLET PROTECTIDN
. e A ~ ~ 1 E ~ L . ~ ~ ~ ( ~ ~N ` ° ~ s CON/SPAN
t f~i ~ 1 ~ ~ E CULVERT ( i 4 i E t
` 4~ ~ GETATIV K ~ j; ~ ~ 3 ~ ,t I
F ~ ~ S DETAIL ill ~ ~ ~ ~ ~ ~ i E
~ d i i
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J 1 ~ F' ~ / t ~ I 4 { 1 ( F f~i ~ € i ~I
~ 'r~ O ~ ~ ~ ~ 1 00 r , 3 e l o ~ ° ik; CON/SPAN CULVERT
a t a ' E E t,p i i
O ' , 3 ~ ` i ` ~ r
~ ~ x
~ ! 3? E Z ti ~ > r
~ j ~ ~ ~,r ~ ~ o R. ~ EXISTING TREAM CROSSING
v~ o k
+ ~ i 'mss + o F
l ~ , r ~i ^ 00,00
I d l ! t ? I ~ Q {~f t ~ ~ ) ~ FU UR P SE ~ ~ ~ E E
c ~ r S ORM , r TRIPLE 48' RCP'S TOP OF RIP-RAP TO BE
~ f j ~r e 1 i i ` b f A I 1 t ~1 INSTALLED 9 BELO
~1 , k `u 1 '`(S' ` (S PROPOSED GRADE r
3 ~ ~ ~4~~~t~~~~\
, E ~ E ~ , ii o~ 1 ~',1'~ ' EXISTII
r . ~ 1,. ~tF. t E ~ i °ti, 'i f~1, i EXISTING GRADE
~E
1 ~ ~w
1 ~ ~ i ~1 ~ ' ~ t ~ t ~ t ~ ~ ~r p 1 ~ t r ` 90,00
f ~ 1 ~ ~ ~ i ~ ~ , _ w ~ PROPOSED GRA
{ a f 1 f ~ t ! ~ , ~ + i
t z f ;CLASS II RIPRAP FILET ~ , p s ~ _
~ ~ J ~ ' IAN GUTLE~h' PROTE~CTIGN 0;. ~ - , , t~ ~ . ~ , , P r ~ '~a ~ ~
~f ~ ~ a ,l ~ ~r ~ ~j 50 LF VEGETATIVE
~ ~ , ~ { 91 LF VEGETATIVE 140 LF RIP-RAP BANK
l ~ j ~ : ~ ~ r; ~ 1 Imo, f ; j `0 " ~ 't" ; ~ is ~ , ~ BANK STABILIZATION STREAM STABILIZATION STABILIZATION
p ! t .3` ~i ! j! 1' VEGETATIVE TiANK ~ ~
f ~ / r f STAB'~LIZATIGN ~ ~ ~ / , / t ! ~ , ~ , : ~ ,r I ~ ~ ~ I SEE )1ETAIL H~RIZ~NTAL SC LE ~ 1" = 50'
l . l e ~ ~ ~ ! ~ ~ F-~ ~ VERTICAL SCA E ~ 1' = 5'
80,00
1 ~ ~ ' ~ ~ , `1 ~ ~ ° i ~ SEXIST. TEMPORARY ~ ~ , 4 ti ~ p i f ,~df~ 1 `t ',<< j 9'` , ,r E ~ ~ ~ ~ % ~ ~ { , ~ E ~ STREAM CRGSSING W/ ~ ` ~ ; 1 `t. a ~ ;
j j i ~ ~1 ~ , ~ ~ i-33 LF 48" RCP 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
% '`j r`~ , , ~ ' i t ~ ~ 1-33 LF 48 RCP Vy *u7 ~ ~p Z ,1/ , j 1 42 LF 48 RCP ~ ! ~ \ ~ ~
,r j`' ~w. ~ TG BE REMOVED , d,~ ~
a o~~ i / j?E j' ~ t, , ' ~ ~ v
~ I ,~,/r ~ ~ Cf ~7t ~ S f 6-°' ,,r''~ ' AM PROFILE STRE
~ ~ , t'~ ' ~ ~ " i
~
635.00
635.00
~ F T~ /
R F /
~ R 0 ~ q~ 00.00 r
630.00
L = 250.00 p0 _ _ ~ K = 24.99 ,5~ /
~ E=3,13 ae~/
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~ ~ a + . / P~
625.00 625.00
G~ a vR~ od@ ~ a
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> > 620.00 620.00 ~ ~
FINISH GRADE ~ `0
uu uu
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W Vl N M
J> >J 615.00 615.00
CAN/S AN PRECAST C NCRETE
12' RI E x 42' SPAN ARCH CULVER 61 0.00 610.00 EXISTING GROUND pN PE ESTAL WALLS
605.00 605.00
600.00
600.00
ONCRETE PED TAL SIDEWA K
595.00 N CARP
595.00 ~ . o'
C ASS II RIPRAP A N - - o
r = 13311 i rG~) ~ a
NATURA SEDIMENT D OSITION v~' V ~ ~~.a. , 3 '.'.,.GIN, 0~,~ a
- 590.00 590.00
~jryllillNti~ ;
E Q
HORIZONTAL SCALE ~ 1' = SO' I W
VERTICAL SCALE E 1' = 5' W M 0
585.00 585.00 N 0 0
21+00 20+00 19+00 18+00 17+00 23+00 22+00 a
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KtV151UN NO. utJl.Kll'I lull uAIG IIIIIiAL JI MLG j U7 Ul UU04Z) kli
alley, Williams, carmen, & king, inc. VILLAGE DRIVE CULVERT IMPROVEMENTS 1 PER ECS COMMENTS 1-22-01 RCC PLAN: DRAWN BY: °
CONSULTING ENGINEERS MAYFIELD/LAKELAND, LLC 11 Rcc PLAN AND PROFILE SHEET NO. PROFILE ;
CHECKED BY: HOPoZ : GWW STREAM PROFILE
207 SOUTH MAIN STREET P.O. BOX 1248 CONCORD, NORTH CAROLINA d DWO No,: j
KANNAPOLIS, NC 28082 704/938-1515 VERT.: OF: 5
i