20031324 Ver 1_MAPS_20031028

i
' f ~ f. KQ, V
i ~ ' e .1~ S ~ 1 g3~ ~N
~ ~ 1D +r OT ; j> t ' pCK 3$07 L ,5 ~ ~
X aL NOTE TA ti ' ~ z~ _
r`r'' r ~ LEM ` ~ 1, TEMPORARY BENCHMARK iS A MONUMENT FOU OXIMATELY 2235' ~ ~ . ONUMENT FOUND APPR f~ ~ ~ ~ , -
r f ;TJSTON SA ~ f' CITY GF TO THE NORTHEAST OF THE SITE. ELEVATION ` S-9 ~ ~ T LOCATION. ELEVATION = 872.37. SEE SURVEY FOR 8 ~ , ' ~ ~ ~ 8
ONEt~ R ? d ELEV. DATUM NGVD 1929 IXAC ' f e ~ 1~ , ~ ~ ~ y, ~ raw; _ 2
f t~ -j' ~ ~ 1 ~ ~ 2'S .g9 N.C.GS. W36 BOLSIL 2, ALL NEW CONTOURS AND SPOT ELEVATIONS AI :LEVA110NS ARE SHOWN AS FlNISHEO GRADES, . ~ .3 ,
! ' ~ ~ 6~ N- 646801.686 ING CONTRACTOR MUST MAKE ALL01 THE GRAD ~ , ~ , tJ ANCES FOR THICKNESS OF PAVI ~ ~ T MAKE ALLOW L, ~ - " SOIL WHEN GRADING. • ~ :Y~,
, ~ ~ p~5 G E- 1618662.117 SECTIONS, CONCRETE SLABS, AND 4 OF REDI a ID4 OF REDISTRIBUTED TOP ~ www.littleonline.com
' <e R~0 PRA ELEV. 872.37 f~ ` , G _ a 3. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTR • L, ~ 0 CSF - 0.999974.2 TURK! IT OF CONSTRUCTION SHALL BE GRADED TO ' ~ ~ , r;, ~ , r
r ~ DRAIN FREELY. ALL UNPAVED AREAS UIS LEAS UISTURBEO BY CONSTRUC110N, WHETHER ,r Tbu t r .F,~ ~ \ „~V f drawi and dx dr 1 p10?~`
4.66 G INSIDE OR OUTSIDE OF THE LIMIT OF CQNSTRI f OF CONSTRUCTION, SHALL BE FlNE GRADED AND - "A° ~ . w \ ' • r Attiln'tzttrtral Cencuhin The ~ , , , ~ Lttle Dakrnfted g• ~ ANENT LAWN. •60 L,~ ~'s`•• ~ ° ~c~~ 'i, , 'n oro~berrueo tf~.cdraavin
SEEDED TO ESTABLISH A PERMANENT LAWN. i ,3 f ~ ~ , ,~0 E ~ ON 0 ~ r ` ' ~ ~ :t ' it robibited and as .N
r 80'07 h 4.66 DRAINA~ N ~P ~ 4. CONTRACTORS MUST COORDINATE ALL :ALL DRAINAGE • '`5` . ,Y 1ST _ .W. , • WITH DISK • ~ ~,u STRUCTURE GRATES AND TOP ~ y , ~ ~ • ~.$2 .1 M mfirngement will be tuhject to lrgol action.
' : j 101 ~ 4 ELEVATIONS SHOWN WITH ACTUAL FlELD COND CONDITIONS TO INSURE THAT GRATES ~rw ` ~ tip, , FlELD , ~ ~ 11 ` , i " , P ~ 29 ~ B i~ R Nr EASEMENT t ;S84'27 •
I. ~ I ' , , AND TOPS ARE FLUSH WITH FlNISHED GRADE, , f ' , ~ ~ ~~e . SHED GRADE, B ~ - / F y r U~~ A f ®1Atf~C 2oO3 ' ' OV p4 ~ ~ ~..y.*.,,....; 828•.._. , ; ~a~:~~~~ ~ r~ FROM PB. 26 PG. 1 21.38
. -v r (STING U' . . , r,.. i ~ ; ~ . = ~ 5. CONTRACTOR SHALL PROTECT ALL IX , CLUDING SANITARY, ~ ~ r; ~ . . l IXISTING UTILITIES (N •
: 1~ 73 r- WATER FROM DAMAGE ' 3 STORM DRAIN f j' t . CONSTRUCTION. ALL ~ M DAMAGE DURING ~ ~ ~ ' FRO ~ ~ s~ ~ ~
• °e° COI , r~L it u°~ A;, ° • .w , ' ~ ~ ~ ° ~ UNDERGROUND UTILITIES EXPOSED DURING IN m.. - ~ .m ~ ~ ~ .a~~ ~ G CONSTRUCTION OR THOSE LEFT 1MTH _ , 3 ' ~ti,
f- . N , ' E ' AA• e4nhw`~' LESS THAN ACCEPTABLE MINIMUM EARTH COV f ~ ~ ~ ~~N S ~ , ~ r ~ , M EARTH COVER SHALL BE RELOCATED AS ' . ,M,~ ~ \ l r~`•:,. ` it t,.., :.z., ~ ~ i ^
• , 3 E „ , n. ? DETERMINED BY 3q 0 - . ~ ~ ~ a~ i ~ \ ~ TP _ ~ T~P
F< ~ • T, 6. NO SLOPES SHALL BE GRADED STEEPER .THAN iTEEPER .THAN 3:1, UNLESS INDICATED OTHERWISE. W - - - , c-` w. >f r ..v
,a--~~ ;z, ~ i ASEME~ , , , ^S WE ? R E ~ \ E ~ . u _ _ i i n \ , ~ i .....n t... r u. m p' ........n.. hY 5 800.00 , _ r
~ .4 ~•M . 7. ALL SPOT ELEVATIONS ARE PLUS 80 . ~ ° i
'-V-~~_ ~ I • ~ ° a as°~^ NS ARE 5HOWN ALONG CL y, ~ ' , x , . C °°°°°oQ ;n,o ~ 8. ALL. SPOT ELEVATIO € i I _ a aaaa a°ane I f , CURB AND GUTTER ARE SHOWN , ~ - - ~ r •s WN ALONG ~ ~ ~ ~ f' r 1 ' _ S88'19 06 ~ ~ ,
: . rrn c'°a~'~a~an aa^ a a AT BOTTOM OF CURB UNLESS OTHERWISE NOl NOTED. - _ 23.14 f... ~ , THERWISE - $ ~ r, ,1~
/ % , ~ Y •
f, ~ ~ ~ ~J~ n..,h,,..,..r .i ~ t' . l'
r , MJ 2s ~ ` ? ° : r... ` I, ~ f, i Cn
..w , X • I m ~ r ~ ~ r _ y j C N C • i J ~ / ' I---' F
r~ ~ ~ ` _ I ~ 1 • r•*.G ~ ~ ~ i CK 3807 LDT 3E & 3M IVE % o ~ ~ TAX BLO . ~ - I ,
- . , ti , ` ~ / . , - ~ t ` , . ~ , 800.28 TG ' c' s ~ ~ BOBBY CARMICHAEL " ,
y ~ ~ `Y'' ~ 1,03 / A \ ~ , ~ ~ I ~ f` ~ ~ ~ - i ,w ~ ' I DB. 1202 PG. 372 j
' , ~ n A ~ 'Y"' 4 ~ A I ~ i , ~ ~ t t 1 a ~ 0] I r~ - r~ i`~` ~ f
` ~G ~ x I i `800.66 ~ y o~ 8 a - ZONED RS 9 ~ ~ fir` : J 1 ! l t ~ • o. ~ r
I f' ~ ~ 1 c 469' jr ~ r' t ~ jv ~ 1~~ ~ a 1
~ ~
. , .t 9 r 5.1 D' !A f ' S',S . V ~ ~ ~ t ~ ~ 1~ 1 ~ ~ ~ 0 ' 'f
+ ~ ~t' ~ ,f 2.28 t r (/p '`u....., 8
r' `3.38. 1 %J ~ ; r. ..,F , f 1' p ~ --1 : j l` .
i ,
~ ~ ,i ~ 6.1,5. 6.58' ` i ' f 0. 2.57 r i t t.s~.~\ r .4J ~ ~ ~ ~ F r di
i ~ 4.08 4 , . i , : 6.5o rG-
j i s / r' 5.58 - ~ t I ~ V+flTH DISK ;F' 1 , ~ C I f r' it ;
3 ~ ~ 89 G' 4.48 r' ~ ` ~ : 3. f 10.44 G ~ , TION " t 168.9 r ~ ~ r
' ; i ~ I ~ ` ° ~ , ~ • 5.83 r•`" ` ~ ' r i p ~ ( X r ° e' 4.77 8.9 "^t; ~ ~ \ ~ i ~ e . ~ r. 85209E rf; r ~
4 r : r ~ ~ ~ i~ r .f~' r . J 6,71 0 ~ t S 12.44 ~ ~ y.~~....,,,w~ ~ ~ ~ ' ~ . ~ ~ ~ ; ~ ~ ~ ' 4p. ~ v. 836 N \ t r i t ~ rt( ¢
i r A , f` t ~ ! C! Asti., 13.02 ~ ~ .S/~ ~ •O6 •A \ . W~~H b , n
' ~ ~ ~ ~ r~ 7.92 11,32 \ ,p; ,F r , E ; ~ r a0 s.o7 7.20 ~ \ E7.t " \ E ~ , .,,F- i... RLAY BUFFER.'' f r, ~ `~h BL,..CK 3807 LOT 3R,3V ~ r~. ~ \ 20 THOROUGHFARE OVE - ~ I,. f' X - , ~f 1 \ ,r..,=... c~ ~ ~ RALPH C. KIMEL 1 f ~f ;i
` ` ~ ` ~ i i f ` ~ + i ~ + 7.76' l1 _ ~ r V .r` '~`'V \ i E ~ ~ ~ ~ + r ~ F47~ ~ ~ ~ " i~ ~ ..r
B. 1 . ~ v~ + ? , ~ ~ Ck E DB. 788 PG. 372 x r f g •4 VV r
i E t 4.94 B.Q7 , ' 1 50 TG • ~ J ' ~~i ~ : i ~ '12.31. x ~ ~ ` s ~ 7.3 TG ~ r 6.84 ~ l rb r f K % X tr r r 1 ! 1
i f! ? ~ I •3.86 % t r 17,10 .r ~ , : ~ ~ r 8.27 ~1 ! i i ~ ~ ~ r' J 14.56 E .N \ T ~ ~ , r , 3 ~ ~ f r r r~ r? p
r ` i ' ~ 18.36 21.24 ~ r \ . , ~ r5.82 6.78 ' r ~ 11.96 T ~ r` ~ r-' ~ - ° ~ x 1. r= f~ r ~ _ - - 1'1013"E ...LL
~ • ~ .57 17.3 5.47 i 7 1 r s 1 ' 1` r` f~~ 2 69 A : _ _ _ _ . _ _ ii w
NT i ' ' i ~ ~ ~ ~4 r r 10 4 ~ 11.76 r" rr a ~ 16.48 TG ~ ~ ~ t . I t' a 1 ,r ; , _ 6'. ~ E ~ ~ ~ , 1 J , : 21.03 ~ \ ~ •v;a., 1 ~ , .
~ E ! ~ t i i € } ) ~ ~ 10.88 11.50 r N ,r \ r i fr, N \
t' ~ ~ ~ i 10.2 ! ! ,~y ' Ir r ~ ( I ~ ~ r 2250 a, ~ + i s i s 10.70 f t ~ , •1'` ',r .r' B~ \ , •
r € + ~ ` ~ ' { I s ~ ; 11.76 13.06 r° ~ 19.38" ~ 6 \ \ .`F. /7 ,
r ! r ~ ' r i 20.30 \ 3 O ~ 11 \ ~ i • ' ' ~ ~ I ~ f ~1 I 12.80 ~ f <r 14.47 17.83 rr, 7.09 ~ ~ L •
i , ~ ' 9,26 ! r ` ~ ~ ' # 16.1 e' ~ C' ` ~ , \ r w.. , ~ ~ I f
• , , g; i / ; r 12.5 16.96 20.7 1.25 f ~ ; , ( f : ,r ' 19,73 "w 8 I ; ~ HP r 10.5 ~ . ~ i f ~ • X Et • r,,..
i' r t r ~ 13.30 r' r i r , r s i. ~ HP 11 ~ f 'r ; ~ ~ ~ ~ , ' r 1 ! i , pt f 29.22 $ \ ~ HP ~ s i 8~~ „r F i" 22.12 8 ~ 32 ~
F . j ~ E ~ r 1 20 TG `~4 1 ~ ~ ~ t ~ 28.90 30 ~4~ peso S ,11 ~
~ ~ X ~ s ~ ' ~ , f 15.11 ; ' 15.81 / I f ~ ~ ~ ~ , ~ / r f r• ~ 20.32 ~ \
1 € 12.26 < I i t 12.60 13.7 d '
3 + HPt i 15.64 16.16 v , t HP ~ ~ 19.60 20.67 7 t ~ ; , E ~ , 1 s ~ HP 1 , I ' 7 3 ( ~ , ~ .c 38 f ; ~ ~ t i j 15.54 16.41 P i ! ~ f ~ ~ ti yam" .
f ~ ~ ~ ? } E 12.31 13.17 f' 11.86 f _ _ ti: r / 8 S,. \ ,
~ E s I € # t '7.54 S•4 18.86 9.73; i ~ 18.76 - .19.70 TG r , , r 4 17.43.. J'O ! , , ,14.44 i ! 16,9 \ °a. . ` X31 '
f i 11.Q0 f ` f ' < ; ~ t I 6.2 } HP 15.30 ~ w. ~ , ~ ~ ' 16.03 , ~ . 8 F
s ' s ' ~ ( l 1 i ~ ` i 16.38 17~ 19.88 • N
. ~ I 7.3 ~ 10.79 i + j 15.80 'w-: ! i 17.8 20.05 i t 3 4 t i 14.93 18.41 ~ , i , 14.24 ~ ~ I
_ I ~ 9.4 } ~ 4 ~ € , ~ 9 ~ , 19.1 ~ 1 .0 v. B 21 0.32'.... t I 1 8.17 11.88 1'2.95~~ \ 1 ° e,. `
'I ~y E ! 8,62 2.11 t i ~ ~ i 19.26 _ . ? f ~ G.00 TG + ~ + ~ l s '20.47..... 8j~ 28.37 HP ?~9
I. } 14.56. ~ ~ 23.58 ~ e~ •
' r ~ ~ ~ ~ i ` i i ! , t ~ ~ ~ W - i~ 23.97 HP " • . , i { t t I 1 I j ~ i i } , i } ~ ~ ~ ~ ~0 23,82 23,82 ~ '1.
f ~ 't + I ~ # 1 t ~ 24.40 < ~ t < , _ 28.12 y`, \~~"„y 24.05 ~
~ r• , ; . 4 t \ 814 ~1 ..m - - - 4.23 1 1 - ~t ~ ~ ~ ! ? ~ i t ~ 16.86 ~
_ ..r ~ ~ f , `z ~ ~ ~ \ \ 23.22 ~ ~ i ~ , 1 t ~ 13,84 i - ~'0 23.22 • ~ 26.70 'i• 28.85 '~H
..w , "s' r ' '3 I 4 , ~ , ~ ~ \ 21.41 y \ by 84? ~_n4r ^t ~ ~ ~(lk•,•
~ ? i 10.29 'i 13. 0 TG lb 17.23 1 ; '~c> 11.19 v ~ ~ ' € 4.45E ~ i l p~ ~ ,.a ` 23.18_ ~ ~ G ~,\Y .OS 2fi.06 ~ 28,35 HP W YA~
~ i ~ ~ 0 s:'; ' 13.6 ~ 19.84 ~ ; . ~ ~ ; t ~ 4 4 ` 21.60 fiG .1 . 885
t 1 i ~ t0 17.53 18.84-„ _ ? ~ ~ ~ ~ 1 11.44' _ ~ ~ , ~ 29.3 S' w •r 27.11 ••w. • ~25 06 ' 8 23.53
. ~ i Y, ' ? 9.84 \ ? i 20.24 TG 21 0 ~ ~ ~ , ' w ~ \ ` 2,02 LP I ~ { , r t , A ~ E i ~ 1B „ 38 ?•02 LP 4.1 B \ •w, 27.3D\ 29.80 ~ f
E ,.w , ~ ; ~ s 12.00 _ , • - \ .29 : , E r I , "8.98 1 rr \ 21.8D TG .o - 22.23 28 ~ \ ~ P
; ~ ~ 6.84 TG ' ~ i ~ o. ~ < „ : : I , ~ 9.50 31.33 0 ~ \ /
; ~ '7.70•- f' 1255'. , i 9.35 • Z t 22.50 i l ~ ~ i E ~ 18.69 8 28.34 ~ ~ ~2 31.81 £ ` A 31. 32.31 H e(D .
• ~ I 11.73 TG 22.18 \ ~ 26.53 , 26.65 f C S ~ ~ ~ E
+ ~ • X i t r°` ~ 6.39 8.08 1 ,10 ~ ~ 0 ~ 21,98 , as ~ y 32.66
, f , , f 5.52 J' € ~ O~; ,i 4 19.45 19.23 ~`j ' ~ ~ ! r / ' 10.45 ~ ` ~ ~ o \ ~ TrL>liant 1 ^ 30.44 3214
I r t / 1 ~ r ~ ~ : . , r ' 1 L ~ v f 316 TG r° C1 0,6 ~ ~ 31.3 rate Head carter
~ 19.75 a \ \ _ _ r~ F i r' / ; 2 5 , ~ '4 ~ I i ~ / 4.03 s 5.93 r ~ • _ a q _ .w rl.' f ? 31.27 " rr' 3 .60
Y1' ~ 21. v t I f z f r` ~ / 17.74 > ~ ~ \ • 30.82 ~ - \ inston-Salem N i ~ W - F R 17.20 T 8a
l.oo SEE SHEET C A ~ ; 7.35. ~ / 20.10 BBY LEVEL , r ~ LO ~ , .E SHEET C403 0 ~ 32.25 ,f \ 18.95 TG - ,l r `l , ,
I 1 r _ FINAL GRADII~ t ~ n ~ ° G l ` ' 8'~ .8j¢ ,r^' . F.F.E.= 823.00 NAL GRADING IN THIS ~ '
, E I / , , °°4~n : a ~ a~8 BZ AREA Y ~°°°°°u~P ^ . ~ ~ REA 1s. s 9.56
i % / °na°~n2ca~°,n~&~ .'r i r T ` d ~ 7 ~ ~ 8O0 8~ 818. / E ° t r 8 02.00 f 0 ^ . w . a . • ~ ~ G ..4 F 18.0 \ 2L61 ~ ~ , .
, ,8p ~ < € ~ P , E ¢ , r ~ X806.00 4 ~ _ s + ~ ~ Bps ~ Tw z ~ ~ 2207 TGp ~ - . 2.4. s
; ~ 17.95 \ 2294 ,o i _ \ " 4.24 25.11 25.56 TG
, k E 11 r' ~ BD .oo • V~ ~ " ° ~ a ~~V `v j 6 t , i t ~ r \ ~ it \ , ' , ~ ' \ pxu~cmn~, uv aiaxca
3 , ~ ¦ E ~ °26.18 ° - s., im Gamble ;r ^ _
t \ • • ~ ~ 18.71 „ 21.53 28.25., : < w ~ ~ • . 27.38 i 28.70 raolacras~c»
3 ~ ~ ~ , ~ ` 17.84 20.21 ~ 22.40 4.4 29.4
~ •w, • . _ SEE SHEET C403 FOR 21•oe David Powlen ~ 23.31 ~ .r ~ 0.1:0"
• ~ ~ FINAL GRADING IN THIS , ! ~ I DBAVNh BY ~ .2,3.84 ~
a ~ ~ ~ ~ o AREA _ 818 25.16 27.78 A. Kraynak 1318 TG w, e1$ .,.z ~ ~
~ n~a ~ ~~as / it
NV. 77$.61 7.50 TO B14 N ` ~4 i i r w.
N \ w 028.48 29.00
y. CONCOURSE LEVEL \ 81 ;8100 814 13.83 27 33 NO. RHASM DATE 4.08 N, 1
F.F.E. 809.00 ..w.. ~ 1 r \ \ 794 . / 11.13 29.48 13.71 T
M, F.F.E.- I w.
w 7. TO
\ \ w Bw 7.00., \ \ '°f 9.00 T 81 14.13" " - ;
w 2 U 00. Tw ai 9.00 Tw 19.00 . 4 ti. Bw 802.00 4.00 \ C tp 13.33 14.47 19.38 f ` ~rJ>
y Bw 7. 0 - w, 7.50 TO .50 TG O ' 26+ t 1 .51 /
• S` " w \ . t 5.60 6.90 \ y s a...._ _ Bw 6.00 6.34 8 25 \ x n +-s , \ - -n3.17 8 25 20,18 TG 15.21 r r % r
0 10.10 2 39 r 21.52 3.29 11 20.36
ROUOHF 9. 14..E 24.72
„ W. 2.64 F r F. 20.49 f`.
4 D w \ .00 ~ ~ ~ , .00 9.53 TG 14.2 1 18.06 19. 91 ; 22,79 t'~
la w~ Ql•gg.4:.,,~ w 9.00 9.00 21.19 / 25.06 ; 24.16 ,
SOB wER F \
" ASEMENT ~-v 7.80 TG 31 Bw 808.00 w. 14.88 T 20.60.......... f>s; ti.
x„w..
illillillilljllllllllilill 20.5 ~ t
~M. ~ it rrf j ! ~ a i 8 8 j j r f
i 08 03 8 ~ r f
t "j f FINAL ( /t~U
GRADING 8937'
PLAN
.
-
r~ ~ ~~w w.. " " " 3'39

IN UND TERS w " W. RADING PLAN
FINAL G
40 „ M.. Q° - ' ~ _ ~ " ~ SCALE: 1 40' w - 132-6958-00
TOP Y.I. = 794.9E 40 20 0 40
INVERT 793.60 w
_ SCALE 1n _ 40' 12/18/03. - _
C402
I

A ~ I 1.
r i : .
s
/ •
`w t
V + F / ~ a
r l'> f ~~t~ ~.1 • i~ WATER QUALITY
i ~11 AREA CALCULATION SUMMARY
`.S AREA IMPERVIOUS PERVIOUS
F f / DESI NATION AREA AEA
Ib ' SUB-AREAS 306,137 sf 164,902 sf
~ / ~ • : #1 &#2 67% 33~
/ , - ~ ~ 17:5 ACRES
~ ur r ~i i ~ LJKH~IVHUt /~KtA 26,466 sf 4,587 sf SUB-AREA#3 www.littleanline.com
> : r>' , ~ N II ~ • 85~ 15~ ~m
I , Thu dmaing and the design shown an the pmper[y
0 ~ of link Diuer~rfred Areb~'teclural Co~uulkng. The
Q ,a, ~ , , N 0 TE S; reprodnetion, n orotheruse o f ~ g f hu dmwsng 5e
Xy r, ~j i ~ X I x nemae ~ i , ~ eF>epn a without their wrimn consent is probib~'ted and ark y
e a ` THE PROPOSED WATER QUALITY POND PROVIDES FOR DEVELO irfn'ngementwillbesu echo al action. OF THE PROPOSED PMENT hl ~
~ ; I r ~ Rw.~F i • ff \ t pp / BUILDING AND PARKING AND FUTURE BUILDING AND PARKING. ©Litde7Ap3
\ 1 : RCA I . x ~
„ • x
R ' i
Cp/ \ . ~ . I \
~ ~ `z , ~ ~ i ~ 1 ~
p core ~ ~
~ ~ I ~ / S i
N~ Aril r°: I ~ / p )~3 6p~: Wq y A~ ; : ¢0~
~ ' 6o cMA ' 6 ~ ~ \ ~
: : - X ~01~i . ' ~ x ;
: ; , • - ~ ~ ~ : : a1
, : ~ _ OFFSI TE ,t: - OFFSITE DRAINAGE AREA T 0 BE
. ~ : , , , ~ , ~ ' . D eon UTEC ROUTED AROUND SITE.
, 0 > , , ~ ' ~ ~ X
~ ay t , :
~ ~ '
r : \ < i > ~ ~ - x;. ; r0
s ? I ~ ~
, EXISTING : ~ ~ x ~
I ~ : DETENTION , r ; I; ~p6 3 ~
i 1 , r r ~ s ~ i ~ • BASIN
: ; : `r m ~ \ ~ : ~ ` , f
\ - - -
r `
: ~ r : ! r i i , : F . _ ~ r f i ~
1 , r ~ N d r ~ ~ ~ ~ ~ ~ ~`i ~ • ~
~ r. : ? ` `'i ` s9 4 c I _ ; , s , • : f ro i~
I f" ~ \ i, ~ I ~ ~ - -
: c , tr' ~ X i
, , ~
g , , ~ ~ Cry r a :
r ~ ; ~ , `cry . ' , ~ ~ \ v. ` ~ , ,
8 . ` 1 N
• m • ~ ' h ~ , , , , , ~ , ` f : '
, ; ~ , E~ i i ~ I ~ b. e r. r i : ? i k ~1 `t r t~ ,a ? a ~ ' ~ ~ r~ ~ ~ ! r
m t , t i ~ 'o , , , r D . S f i, p . d < ~ , i ~ ? ~ .
t 6 i 4 \ ti, r .t RI , , , i
1 • ; Z , , ~ , ,
t• i r 2 > I _ ~ l , • E ~ , ,
, 1 , , ~ ~ F - , ~ ~ ~ > ;o ' 824 : , . ~ r t I ~ ~
, : X , ~ , w ~
. ~ t , ~ r I. i ( r , • i' , i \ \ ~1. , ~
L 1a~ ~ ~ , > \ . ' ~ b ~ , fw..-.... ~ ~ , ~ ~ r ~ ~ i. <r,
• ~ , i. 1 i . t 1' ' ~ 5 ~ + ~ p L , . , t ,i ~
` x > ~ ~ ~ey •A t
~ ` i t • a ~ ~ o ~ t? f : ; ; r " 840~~ ~ ~ ~
0 € t . ~ 3 • ~.w.
f F r .e' 1 ' ? ~ , ~ , , ~ , H~ emu; ~ H~ ~ "`v. t - 8?
• . i' , , y : ~ . • ~ , I, , . 'r 9 S ~ . , s
~ , , y. , ~ i '•01 ' . ' ~ j ~ _ ~ ACRES ~ .
: • : I; , : , ; d r; • _ ~ ~ U RE BUICDI~ .W ~ ~ . ~ OF SITE DRAIN F AG E AREA
, A y FOREB Y • t : , . BUDDING.. , , 3 ~ y; s 4
. r ~ ~ r ~ ` :w....,.. . , ~ _ . . " Of ~ ti . ~ ~ Q ~x
' , ~ ~ I , o~,, , ~ PROPOSED BUILDING.::: _ . \ w ~ ~ . f ~ e..
• r 818 . , ~p \ A . . ~ r r . f„ ~ , ~ ' ` ~4
,1 : 0 , rx : N INV. n>r6by lyq ~ ; , f~0 , ?I Y : ~ i v i ~ u...
, r ~ r r r ~ , ' ~ d r ' , i t ~ ~ , • - ~ r
t ro r I ° ro 'R,T •18 vim:- ' POND OUTLET . PRO_P_Q A 614 8820 _ , r 8 / , S_ED_ WATER' ~ : r i ~ : 1' ~ . ~ t" t ~ ~ V, £ , } , ! t ~ , t r f ~ i k.
, ~ \ , r r 'se e y \ QUALITY POND-' r r g14 ~ , _ , ~j ~ o 8 ~ , t ~ _ r ~ . ~ ,.a. ; ~ y> llE711H ~ r
, ' ~ , f ~ -=w r POOL ELEVATION 794. r r r 'f r , ~ 1 r" SURF e . , , j' ( t ~ , "4 CAR ~
` ACE AREA 14,982 SF . 3' PERMANENT POOL DEPTH ~ ~ , ,
s' r r r , O, R '3 , ~ , : , ~ La _ • Q~ 9 . r
rrr" ' I INV. 77].61 r r r . ~ , ~ EMERGENCY 5P1 8 „ ,'1. LLWAY ` , ~ , , . r j ' ~ ; „ ; ; ~ ~ i s , d.
. - "TOP OF BERM ' t , ' - OUTLET CONTROL STRUCTURE• r. 'a ~ ° i. • . ~
\ ~ , , , , . . , t E `
I ~ a ' , t , 6 , , ~ r t ~ r •om ~ y v t `z. ;
~ , : . ; i i' 10. ~ :
o , `.V
~ 1. : . w,......,.,, ' , \ ~ : ~ F ~ ~ r - . i ; 1
~ '`o " a... ' t .per ~ _ ~ ~ ~ ~ i ~ , ~ ~
~ o j ".•.•.a•.,~ 1 ,,..1, f i ~ ~ r ; f ~ 1 , ~
- i / ; ~ ~ - ~ . : \ ~
, „ l ~ N_ I f~ Trull , ~ , , ; t Co orate
~ ~ a , , d ` , h , ~ - . o.
, \ 20~ ~ ~ ~E E~ , ,WE S , \ . ~ FUTURE PARKING - AREA Head uarters . ;
' .M ENT ~ ~ / x e•" 111 k 111 ston Salem
. ~.a _ , ~ ' ~ " , : s ` :
~.__._...W.. ~ 1 ~ r ,F w. w,M~.
w........ -W-.~ , ~1-~ i ~ ' , ' ~ v... ~ ; i O „ ~ ~ , i I
, „ w.. , ~ ~ ~ 1 : v; ~ ` t r......l ~ _ ~
~ ~ , , . ~ ~ f ...n. , • ,
. ~ l . ~ ~ rr . . ~ `1 f w k j i~
f , ...0~„ T: HARE 0 ~ ~ BlrFER ~ } ' 1,'- t vx~n;ctencrn;ctwtce _
M, f . - f;; - - - - , _ _ ; - =k~. 1 I r"~ I Gamble
~ t„~. ~ .
i C M
- • wlen •
40 , DRAWN Y lit" . ~ INV. 788.9 . ~ -
a Ted Sanchez
DATE NO. REASON TOP Y.I.. 794.99 „ INVERT - 79160
e~P
,
tao~:-M 795.89 1$~ RCP
14VERT ="7W-, NYERT ~ 7'86:&.....y
TOP Y.I. IB7.04~~ INVERT m 782.47
4
4 A OUUND
\INV. 77&25
IN rEF[js
TA TEF
Mill
POST- DEV ELOP E
WATER QUALITY
EXHIBIT
NOT FOR CONSTRUCTION 'PROJECT NO, -
132-6958-00
50 25 0 50 100
10-23-03 SCALE 1" = 50' C-SK1

~ / j ~ 'H /
. y , ? lam' , l ti" ~ j / y - l " 1, 3'° i ~ ~ t 4 ~ ,
„ „ ~,ti / ~ ~ ~ ~ P. / ~ K TEM - , w, / / ~ r . ' - ~ ~ - ~ ,
` TRU TION 1 ~ ~ ~ ~ EX. TREES .CONS C .w . ~ r . , / : ' -T0 REMAIN
+r ~ ~ ACCESS r l .J ~ ~ r,f d.i. ~ ~
• ~ _ v • ~ . a* / / , ,
_ _ r~[~ / ; ~ , ~ .a~ ~ ZONED:
w ~ ~ ~ ~
/ / w ,
BLOCK 2984, LOT 107 " ~ _ . y ~ ~ • / ~ ~ ~ ~ ,s";Y
DEREK ROSS LIDBOM ~ 2970 SAINT MARKS ROAD / ~ ~ ~ BL06K 3807,11GYt'S 410 d 4156" ~ ~ ~ ` ` ~ ~ ~ \ w w w . I i t 1 I Q o n I 1 n e . c o m
WINSTON~SALEM NC 27103 ~ / CHARLfSTOV1A~HOIdEOWNERSASSOCIATI,pN~ ~ ~ ~ ~ ~~A ,
m ZONED: RM~B / , r • 129 CHA'RLE3TOy?Mf gRCLE ~ ~ ~ ~ / ~ ~ , ~ ~ Tlwir ud tballarldr
BLOCK 2984 LOT 108 / ~ A WINSTON-BALEMNC271Qa ~'~u.~' ~'i ~ ' ' ~ P'~ / / \ ' P6.28, PG.1 . ~ ' : ? ~ 2CNJED ~ ~ ~ of liar Dnerrr,'~II A,d1iI Caniwkig. Tbc
ROBERT S. BUNYAN I / ~ ` \ ZONES: ftM=12 z ~ ' y ti , ' ~ ~ raprouitc?ion, ar osbrr rrte of tbu ~ri4q
2970 SAINT MARKS ROAD WINSTON~SALEM NC 27103 , A - ' ~ , 'F+f~°~~ \ MdlAXS111AIKIfiIlCtVi!lNf~il~~tl~tl/dA~' \ z L \ ir~ip><f//dplX~jb7to,lg6latboa
ZONED: RM-8 , v PHA~E~;. ~ ~
' ; BLOCK 3807, LOTS 3E d 3M S1T41'53"W
BLOCK 2984, LOT 109 CHARLES M. DAVIS JR. , . / / / \ ~ ' BOBBY J. CARMiCHAEI d ~ 43,44' ~ ti ~ ~
. 2970 SAINT MARKS ROAO ~ ~ / / \ -tfYPl 1 ~ ' { BETTIE CARMICHAEL ~ \ ~ ~ ,r ~ ` { , 1718 BURKE MILL ROAD
WINSTONv'"ALEM NC 27103 , / ' k ` WINSTON~SALEM NC 27103 ~
ZONED: RM-8 _ ~ ~ ~ ~ / ~ ~ , ~ , ~ DB.1202, PG. 372 ~ d, /
BLOCK 2984, LOT 110 ' ' ;~r~; ZONED RS-A / / r~ ~ A h ~ - / ~ ' - Q~ / 15' TYPE I ~ ~ , , _ _ r ~ ~
DAVID R. BORDEN 8 / ~ ~ ~ a•, ~ / / ~ 15' TYPE III ay
G. LYNNETTE BORDEN 2970 SAINT MARKS ROAD ti ~k~ ~ A . BUFFERYARD
WINSTONSALEM NC 27103 • . _ . ,x / / ~ ! i ~ r.' ~ C" d / ~ Tom. ~ '~+i ~y R
ZONED: RM-8 , yl~~ { ' ' RE R/11NI G ' / , ~ 'r ~11~;" ~ y.. O'~ 5 -
~ , 1... eLOCK2~?,LOT111 d ~ ZONED. '~r , ZONED. N ~ ~ 'F r~ _ ~ v ~x 1 / 1. f ~ S Stimmei Associates PA
, ~t PATRICIA M. ROBERTS ' ~ ~ Landscape Architecture
2970 SAINT MARK5 ROAD ~ / ~ . ~a;~ s r 4~
WINSTON~SALEM NC 27103 BLOCK 2984, LOT 301 i ~ add LOTS 302 303 304 305 308 30A ` . ZONED: RM-8 / ~ ~ ~ ~ti ~ Civil Engineering ' ~ F'< sa• ~ ~ / / ` ~ , ~ ~ ~ , Land Planning
WEST1~fVISTER PLACE ASSOCIATI01~, INC. ' ~3~7.94 ~ti. % +r' f t! ~ _ i4 / / J' , ' ~ ~ ~ f < ~~~1 ~ry 601 N. Trade Street, Suite 20Q
' ` P.O. BOX 5102 u,~ ai93.27 ~ t y NSTON~SALEM NC 21113 ~ 7 / / I / ' ~ k• Winston Salem. NC 27101-2916
i ~ cd~94.59 i9 ' / / S74"51' 2'W ~ P. 336.723.106 f. 336.723.1069 ` - r _ ~ ~ ,
; , ~ P8.24, PG. 158 : ZONED: ~ . _ . ~ ,y, cb S73Y5g14 E 1 { . ~ I t ' i I' 1'1013"W '15814 E 38. 4' ~ , ~ 1 _ ~ r 38.59'
~ U~ , ~ 1 ; . ~ ~..n , r ~i / 4 SEALS Illduulrlllrrr
a• , ~ , . ~ , , , , , ~ 5 SIDEWALK TO CITY M MENT ' - - 15' TYPE II ,6 ONU . ~ , i
kcP N - • , • , ; , . ~ " , , OF WINSTON,SALEM PROPERTY LINE OF SIDEYARD ,6 ~ , ~ SPIRE SCULPTURE N~. • , y ' ~ ~ , STANDARDS WESTMINSTER PLACE " ~ (NOT TO EXCEED 100' BUFFER 1. I ~ ~ ..~..5 ' I 4:1.~~ /~/Q-~ I ro~
t' ~ y . LIMITS OF IN HEIGHT) r ~ . . m 'r..' ~ , " . ~ ~ ~ " ~ ~ ~ i
, ~ ' . , . , , PUBLIC RNV _ (OPTIONAL) ~ ~~~~t~~~,~~~1,,~~,~~~~:~...~, ~ ~ ~ , ~ ~ ~ ; r.4o4a~ aW PROPERTY LINE ~ '`fie ~ ~,r'' "'+r- .K" .`y A 4 . ~ ~ y hY _ ry:~:. SEAL ~ ~t
, 5
y.... ` ~ ~ ~ ~ ' a~328.32' BLOCK 3807, LOT001D ~ F MENT n. ' X~, _ ~ ~ ~ 0 AGREE ~ry 1 1 , . ~ , .t~. ~ , y ~ 1 , • 1; 'I ' ' cd~319.39' GTY OF WINSTON-SALEM r , ~ r . ; , . ~ . n° x „ r . ~ ~ . fir,; , ~ P C-64
~ ,a t, ~ 1 ~ ~ I , - ~ ,A~"; , y`; `'`1~ ~ 'y ~ ~ ~ ZONED. R^~Q- h o r~98~F.69: ~ ~ ~ f , ~ ~ ~~i: ' i, ~ ~ ~ ...,,a,. - r.~ ; .
' 4~.. ti~ . ca-S39'St 43 E n m _4,0 ~H PAINTED OR - s~ ~ r~ ~ , w a ~ ~ , . ~y ~ r' , ~ 1'rj. , 1 ~ ,g ~ 111111111j1
~ , ; ~ a VINYL CLAD CHAIN a=2s4.45' - ~ ~ ~ y . 10 SIGNAGE u u b cd=283.46' ~ ~ ' ~ i .e-a a * ~ r v , ~ r~ a i. y. x Itllrr
q~ , , ~ ~ ~ ~ LINK FENCINGTYP. ~ Y y ~ , ~~,ti ~~,~,.~r, ,1, ; , EASEMENT ~ ~ s~6'3r~3 E cc~s37'2s4s E 4 V` ~ ^ V v ~ rd ~ a: , W. ~ ~'1, V , f
r . , ~ 1 y ~ RETAININ . ~ 1~~; t, o EX. TREES ~ ' ~ . , t. . - ~ y .,y~~ t ">f~7 r .
~ ~ 1 ' ' ¦ t ,,t~ ,y1, k~. ' ? • tt. , vA t ~9
~ ~ 580"1149 wT0 REMAIN ~ : WALL ; 1 t ,~11, 111 ` ti y , $ ~ , / ",~~1,, ~ ~til. ~ ~ N ~ 7 4.59 r~ . P ri ~ L~ ~ f g` / 1 " '?`i t All.` " ~ ~ 9 /
y~„+~,y,,~i~;; ly ~,'1 a ~ (WHERE FEASIBLE) ~ f" ~ ~ O t t i i t 1~' `t, ~ 1 y ~ ,11', ` 11 1 q ? ,,.1 y.~ll~, ~ 1 `1 / ~ f„~ ~ d~,~F,~ - , rr ~ ~~~s„ ~ PROPOSED ,
ti „ , ~ ~ i 15 TYPE it y ' 1~H , ' ROU ' [ ,r ~ .s ~ ~TM r< ~ WATER SERVICE ~ o
5 ~ s ~ ~ `y , u1 ~ p1~ , ,,1,,11,. ~ s BUFFERYARD ~ ~ T
.A _ y 1~ „ ~ h . is _ ; ~ M ICY ~ + i k~ a. • , .,•z ~ .y ty ~ ~ 1 ~ F r ( J ~ Y,rhti`~~K. ~Y yi. i .~5~y. '^+l ~ )T II IIIIII
, r ~ , t 3 1 ~ , ~ ~ r,F ~ ~ ~ 1 t ~ ,y, 't, ~ a ~9„ . ' a , . I , ~ ~ ,ter ~ a ~ PROJECT:
, ~ ~ ~ ~ ~ . CB ? 1 ~ ~ w j i r . . I ~
.i, 6 ~ d;'~ t ~ ~ ~.~r aE~'~.~ik. t R ~ yet ~,..r~ k" _ n;
/ .~,t ~ W 1 1 ~ . n ~ kh rt ~
1 -t _y S.~'d 1 8 "I ~'`fi.~ sue„":, ~ , B ~ w
V 4' ~ r?W. ~ ,
d~~ ~ ~ ~ ~ ~ ~ ,y: .,V , m^- 0 1 ~ ~ ~,r: W 1 . w , _ a~~~TjjF~,
'i~V l,n .t, ~ Cd 237.9/ `5 t +w ~s,j •r~ o-. ,r . d . , ~ ,.a~~~ 1;;" ,~;,I ~ ab=N433938~ a ~ ~:r _ f ~ ,3 ~ x
, . , T , ~ 1 N » ~~t ~ c, ~ ~ . + BLOCI(3807, LOT 001D ~ ~ \ / ~ , r~ ~ ,Y ~ ~ ~ - . / ~ , ~ ALL PROPOSED PARKING
N38'21 48 E _ Fl 103.06' , ~y}, , ~ s,,~~ u, t t~ ` 1 "CITY OF WINSTON~SALEM ~ ~ ~ ~ ~ i. ~ ~ 9 1 1 ~ 9.0 WIDE BY 17.5 DEEP
,t r~. . , 7' . ~ ~ ~ yt ,1` ~ r- 't ~ + ~ ZONED. RS.B 1 ~ ~ 1 t ° , ''1i , , ~ , " ~ ` ~ ,°c AT 90° ANGLE AND WITH
~ ~ ~ ~ ~ ` ~ y 4 ~ ~ , ~ r I ~ a 11'V I~~ t. ~ iitt _ t. ~ y~ ~ .tom T ~ ~ ~ 1 ~ i~~ ~ t ' sn, "r: ~ . ~ , t. f~ h 1> ~ - ° , ~M ~ ~ ~ . ~ ~ ~ , 26.0 DRIVE AISLE-TYPICAL
~r~. ~ t IV~.t~l~~.t t 1 i \ 1 ~ ~ ~ ~ 1 X , 1 ~ ~"pi^, n ya J ~ t ~
r ~ ~ ~ ~ yti i (Itt7 i,4,t~ 1 1 y s ' ~ t ~ \ ~ ~ , 1,.1~d ~y ly 147 ~ l \ ~ 1 ~ ~ i Q A ~v; Y~'~ ~ d i'11~V1 ~ I r ~ t ~ ~ ~ ~ ~ ( •1
~1~ ~ , i 1 ,V,V ~,1,. ~ 11 i ~ ~ ~ 1 ~ ~ / , ~ ; , , . y ~ ' ' ~G / r' `r~' + , ~ '~~R, " cz t,"~~, ~ ~ -'~rY
y~ t 1,~~ ` M ,fir tl~4 } r,.~ ` , ~ g^- ~ ~ . t(~ ~ f i`,
~~y , , Y ~ E ~ ~ - ~ ~ s , r~ PR POSED ,
ALTERNATE ~ ~~ltzy 4r ,,t ~ti ~i 11 ~ } D ~ ~ e BUtLDiNG r~ ~ ~ ~1 ~
ENTRANCE a . ~ ~ ~ 3 :x . , . ..d ~ ~ , . ~ ' ~ ~ ~ ~ ~ , r 1 ~ ~ ~ , , ~ , PHASE 1 ~ ~ y
SIGN LOCATION ' ~ t : ~ - - , 1 ,~y~,~. . ~ ~ , s r. . a _ (tVIULTI~TORY) ~ - _ ~
~ _ M . , ~~y~ 1'1'1' ~~,t' ~ t .i ~ ~ . b,.~s~~ ' ~ yl ( " 1171,000 SF ~ ~ !
PROPOSED - „ r, ~ r f / ;
ENTRANCE ~ ; ~ ~ ~ y, ~ .4 ~ k ~ .~N ~1 ~ - - ~ ~ b.~ ~ '.a1 ~ _ , , i~ / ~
L ~ K , V T N ~ > I N AI S G LOC 0 ~ l 1 _ t x.15^' c.,,r, ,.:~I, r ~ ~ ¦
l • ..1~ ~ r',, 1 ~ - ~ f.-. ; ~ a ~ ~ 7~. ~ I ~ ~
r' ` - / , s
, . 'Z l4y ~r' y~,~ ' 1 1 ~ l,. .V 'S ti. ~ mm ? § ~ L ~y~ ~ IT DA A ~
d J ~ , , ~ , ` I r I~ , L ~ : Y r ° ^ ~ A. 4-14 y~u, , 1 - ~ _ r - ~ ZONING:
L ~ v, . , 1 y 1 ~ ~ . ~ 1 1~~ , , , ~ ' EXISTING = RS-9, RM-8
, y ~ • 2 k ~ ~ • h t ,6 I ~ ~ ~ ~ ! y ; r' ~ BUFF , 1 ~ ~ v a:~ ' 1 ~ • - d ~f t ~ w' ~ y rti r. 1 \ (2) DUMPSTERS f - i PROPOSED CPO-S r
1 y, ~ ~ c A k` ~G- ',.rSr It 7 ' a - PROPOSED USES:
~ ~ Y. J . , 1 Uy , - ~ ~ , y^ RESTAURANT (WITHOUT DRIVE THRUj, BANKING AND FINANCIAL
'~ly 4 1 ~ / , d~P ~~.~I ~'ti~ r r° ~o ~ 1~ , rrl ~ 1 1. ~ ~ t 4 ~sl ~ ~ , W ' ~f ' ~ ,~'l, ~A, V r P r LOADING DOCKS " - / SERVICES, MEDICAL AND SURGICAL OFFICE, MEDICAL AND DENTAL r ~ ~ " (2)12 x 65 r
t ~ C x,.' l \ , ~ ~ M w ti A~ I' ,y ~ ~ ti ~ ~ ~l' 11~ di , 1i~ 115 ,~6~ ~t ~ k~~,~: . ~s~, K ~ < LABS, NON•STORE RETAILER, OFFICES-MISC., PROFESSIONAL OFFICE,
, • yt ~ u.~ .r ~ " ~ ~ ~ , ~ , , ~ ' ~ ' ' ' ~ ~ BUSINESS A, CHILDCARE (DROP INS), CHILDCARE (SICK CHILDREN), PROPOSED
1y` AT 90 ANGLE~AND W~~ ~ ~ ~ Q ~ ;,y v~ 'a y ~ ~ _ , ~ ~ ,yV CHILD DAY CARE CENTER, GOVERNMENT OFFICE, POLICE OR FIRE, 'y~ o~ SANITARY SEWER FFI -V
1$ ~ " y. 26.O.DRIVE AISLE.~y i a° - A` r r~~'E \ ~ , POST 0 CE, SCHOOL OCATIONAL OR PROFESSIONAL _ ,00 SERVICE
, ~ ~ ~ SITE ACREAGES:
1 . ~ ~ , w LOCK 7 L T 207 ~ ~ , ~ B 380 0 B \ i . t Gp ~ '~1 JG WINSTON,SALEM LLC ,~w, ; ~ F ~ ETAININGWALLI EXISTING PARCEL ACREAGE:17.845+1-AC
1 ~ 1 1~ ~ ~ 1 ~ ~ " 3320 SILAS CREEK PARKWAY ~ ~ ~ , 1 , . ~ • w - , , 00 SOUND BARRIER BUILDINGS; Q
;w ; i , a r. ~ ~ i : , . , WINSTON-SALEM NC 27103 ~ ; a . ~ ' ` y0~ 1• PHASE is
,,i 1 ~ . DB. 1891, PG. 1099 f '1 . q' ~ zoNEO: RS-9 , ~ d ~ ~ ~ ~ y.y~ Z `q'. OFFICE: 114,000 SF W
~y { . ry a ~ 5 III ,t w •1 :M~~ wl "k ~ RETEN110N ~WWWW f'1~ ~ Fx ' RETAIL BRANCH: 8,000 SF J ' J
' , Q'.' 1 ~ POND ~ \ Mr COVERED Q ~ - TOTAL PHASE 1: 122,000 SF Q
'fit aa:,~ , ~ W~tl~. .r _ , ~ , . ~ „ WATER ELEV. 781.28 ~ F , PAVILION AN W N E P HASE 2 (n
~ ~ ~ F ~ OPTIONAL OFFICE: 38 000 SF I Q ( ) ~ ~
part of TAX BLOCK 2984, LOT 301 _ ,Z TOTAL BUILD DUT: U - WESTMINISTER PLACE ASSOC. INC. O
, ~ ~ ~ ' PO BOX 5102 OFFICE: 152,000 SF
- • , ~ ~ , , " ~ WINSTON-SALEM NC 27113-5102 RETAIL BRANCH: 8,000 SF
_ ~ , • ~ ~ ~ f TOTAL BUILD-OUT: 160,000 SF ~f' TAX BLOCK 3807 LOT 001A ADD LOTS 001 D
ONE .,r . _ ~ ,~`~,~,`O r, ~ 1,' \f'~' a rrf.` .w r., e.)'< • ~ v ~ Z ~ CITY pF WINSTON-SALEM PARKING CALCULATIONS; O
. ~ . _ , . J~ INTERSTATE TAX BLOCK 3807 LOT 205 PHASE is Z
r ~ ~ ~ ' _ ~ ~ ~ 'J ,,,~15. y NC STATE HWY COMMISSION OFFICE =114,000 SF calculated at 1 SPACEr'300 SF =380 SPACES HIGHWAY
~:e ~ a ~ _ ' RETAIL BRANCH = 8,000 SF ca~ulated at 1 SPACE1200 SF = 40 SPACES ~ BUFFERISETBACK TAX e~ocK_3807, LOT-206 TATAI . _ .HA AAl11/,.V~ CLIENT:
h 4'1 1 ~xac-r~ - - g x ROMAN CATHOLIC DIOCESE OF CHARLOTTE BISHOP I v I nL r'nnOC 1 rwC%AU IRCU 144V r-nr%nnv%J %-WM%,CO (Irrauuing V nit
EX. THE ~ A EX. TREES WILLIAM G CURLIN TOTAL PHASE 1 PROVIDED - 597 PARKING SPACES (including 15 HC)
TO REM TO REMAIN 1123 SOUTH CHURCH STREET PHASE 2: ROBIN TEAM, JR.
`v * q 35. (WHERE (WHERE FEASIBLE CHARLOTTE, NC 28203.4003 OFFICE = 38,000 SF calculated at 1 SPACE/300 SF =127 SPACES CAROLINA INVESTMENT
7~) \ 4 r 4 EX.TREES part of TAX BLOCK 3807, LOT 2078 PROPERTIES, INC. Pa TOTAL PHASE 2 REQUIRED =127 PARKING SPACES
\ TO REMAIN STORMWATER tMWATER JG WINSTON SALEM LLC TOTAL PHASE 2 PROVIDED =152 PARKING SPACES LEXINGTO1066 N, P.O. BOX , NC 27292 3320 SILAS CREEK PARKWAY
(tl (WHERE FEASIBLE) RAIN GARDEN GARDEN WINSTON-SALEM, NC 27103-0000 TOTAL BUILD-OUT: 336-243-2600
? . ` / OPTIONAL ZONAL) OFFICE =152,000 SF calculated at 1 SPACE 300 SF = 507 SPACES TAX BLOCK 3807, LOT 209 RETAIL BRANCH = 8,000 SF calculated at 1 SPACE,'200 SF = 40 SPACES
ROMAN CATHOLIC DIOCESE OF CHARLOTTE BISHOP TOTAL BUILD-OUT REQUIRED = 547 PARKING SPACES 11 HC
WILLIAM G CURLIN (including ) DRAWN: JKB, JAL, SAS, JMN W
1123 ILLIAM SOUTH CHURCH STREET TOTAL BUILD-OUT PROVIDED - 749 PARKING SPACES (including 15 HC) CHARLOTTE, NC 28203-4003 DATE: 06109103
IMPERVIOUS CALCULATIONS: REVISIONS:
(includes TOTAL BUILD-OUT QUANTITIES FOR BOTH PHASE 1 3 2) REVISED PER CITY
TOTAL SITE = t 777,308.21 SF OR i 17.845 AC.
BUILDINGS: t 39,480.00 SF t 0.906 AC. 5.1% COMMENTS 717103
S 555 PAVED SURFACES: t 387,359.19 SF t 8.893 AC. 49.8% UPDATED CULVERT
OPEN SPACE: t 350,489.02 SF t 8.046 AC. 45.1% SIZES 9/10/03
' '1:.:? ...ice ~ ' \ TOTAL SITE: t 777,308.21 SF t 17.845 AC. 100.0%
TOTAL IMPERVIOUS = t 9.799 AC. OR 54.9% OF TOTAL SITE
*e TOTAL IMPERVIOUS ALLOWED = 80.0% OF TOTAL SITE
INFRASTRUCTURE:
WATER: PUBLIC SEWER: PUBLIC STREETS: PUBLIC
Y JOB. NO: 99239
r PETITIONERS: SHEET TITLE:
ROBIN TEAM, JR.
CAROLINA INVESTMENT PROPERTIES, INC. REZONING
P.O. BOX 1066
LEXINGTON, NC 27292 PLAN
TEL#: [phone]
LANDSCAPE ARCHITECTS/
LAND PLANNERS/CIVIL EN IN R . SCALE: 'I "=60SHEET NO.:
THIS IS A PRELIMINARY SITE PLAN 60 0 60 120 180 601 N. Trade Street
BASED ON INCOMPLETE INFORMATION
AND THEREFORE MAY NOT REFLECT sapa Suite 200 Winston Salem, NC RZ~l
FINAL SITE LAYOUT. CONDITIONS MAY 2701-2916 Landscape Architecture
CHANGE SIGNIFICANTLY. Civil Engineering P. 336,723.1067 ® STIMMEL ASSOCIATES, P.A.
North :1" = BO' Stimmel Associates, PA Land Planning F: 336.723.1069 SCALE
x x

i
.
1 1
www.littleanline.com
STRUCTURE TABLE TABLE
NOTES: NUM ~ TOP INVERT ' INVERT Thu drawing and the derign abown are the prnperiy
1. TOTAL AREA SURVEYED= 22.037 ACRES MH1,-795.5 790.1D MH2 787.3 779.90 790. D ~ a littkDiveni edArrbrterrWraiCaruulting. The 1 f 3 779.90 0 or otherlrfe o thin drawin
2. N.C.G.S, MON FOUND WITHIN 2000 MH3 77aso 7s1.7D v SITE o reprodwrhon, ~8 f g 760.56 Qv RKS q withouttbeirwrittrnrnruentuprob;6ikdandany
. SITE IS SUBJECT TO ALL EASEMENTS, R/W AND AGREEMENTS MH4 770.16 760.56 3 MH5 775.20 765.0 ] 765.0 I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERNSION e~ l^/j MA ~ AND THAT THE PROPERtt SHOWN HEREON REFLECTS THE ABOVE GROUND fiJ ~ illfrSNgEINLntwi~iheJUbjecttak8alaclion
OF RECORD PRIOR TO THE DATE OF THE SURVEY. MH6a 770.1 759.30 1 759.30 EVIDENCE AS OF FED 4 2002. ~ 755. Q' 4 v ©Little 2003
4. NO TITLE SEARCH DONE FOR THE BENIFET OF THIS SURVEY. 7s5. 755. 9 765.25 F 5 790.45 DAVID d SGR01 RLS L-3661
THERWISE NOTED MH7 772.9 765.25 808.7 5. ALL DISTANCES ARE HORIZONTAL GROUND, UNLESS 0 M:~6 796.5 790.45 ao6.9 ARINGS. MH9, 801.33 3.93 3 3.93 W TaNEWBO
5. ALL BEARINGS ARE GRID BE MH1o 6x6.26 7s7.2s 6 797.2s ~ DRIVE B 800.08 ~
6. AREA COMPUTED BY COORDINATE GEOMETRY. MH11 807.48 soD.o6 MH12 813.6 805.82 6 805.82
808.3 7. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. MH13 Y23.11 6,x21 t 816.21 NW Y 40 3 824.50 fi~
N 8. 100 YEAR FLOOD LINE TAKEN FROM FIRM # 37066700258 H, EFFECTIVE DATE OCT08ER 20, 1998 MH14 843.3 824.50 MH15 644.60 836.20 0 836.20 0' P 642.47
9. BOUNDARY SURVEY TAKEN FROM SURVEY PERPARED BY 5GR01 LAND SURVEYING ON JAN 9, 2002 , TOP 642.47 gD6 ~ MH16 TOP VALVE 839.92 _ VALVE 839.92
ENTITLED BOUNDARY SURVEY FOR CAROLINA INVESTMENT PROPERTIES'. TOP PIPE 837.97 807.5 NV. 16" RCP 768.88 MH17 601.20 797.10 PIPE e37.97 0 797.10 ~0
CB18 789.8 786.20 B 786.20 2
MH 5 cols 7es.3o 762.1a ce2o 7es.2D 761.10 0 7e2.Ta D 761.10 ~
0821 787.70 763.75 b 7e3.75 797,97 NOT TO SCALE
8a). 0823 01.57 797,97 gp5.3
[ ELEV. DATUM NGVD 1929
7
~ ~ ~ N.C.G.S. W36 BOLSf
6 2 ~ r ~ r ~ N- 846801.686 gD r O ~ ~ E- 1618662.117
g0~~ c ELEV. 872.37 ~ I
~ CSF = 0.99997442
805.3 °
CONC. CURB
~p~ 1h
CB 23 GUTTER----
25 y 8a
M H 1 CHARLESTOWNE C ~,0 ~
."7~0 WESTMINSTER PLACE PB. 26 PG. 1 C N p1 ~I
~ PB. 24 PG. 158 801.4 803.5 h' goo ZONED RM-12 ~ 9 ti
ry~ ~ ZONED RM-8 'Z , ~ d ~
ry ii ~ ~ tip' a 1 ~ ~ ~6 0
~ ~ ~ ~
8 p` ~P .9 QO 0 INV. 825.3-_, P~ F, ti6 P J ~
0 r=3 X7.94'
800.2 c' ~ ~ c=9':',T
;x.58' in ~ . " :ii- x.59' 6~ I, s4.~:~+a1~;'~~~ ry f I j .M IN P.P ,F • g0 ta,° I n 1
~ MH 1 Ir~~..s734544E 799.5 ,r~•:.;i3'45'44 E .8 ~ 08 c DEC 2
r=984.69' aa1.7 ° a=365.7x' ~ ~ 9 2003 I ti .4 t 1
~5 cd=363.6D' ~ ti~ ' ~a'wo, a .
° * Q b=S55'03'58"E B.M IN P.P. ` sRO .y~, ~2~~1I'~ r aE~Th, 4. ~ ~
0~ 0~ A' 836.06 Q D ~ ~ • 4~
798.6 ~ 6 4 f 4 wo 1 ~,0 P~` 14• p1 12
0. ,b 1,' 5'33„E ~ 1 BO •0T 4 _ ~y~ A~~ 'S - y 6 " z4' .A 0~ 000 ~y0`~ ~5
2 16" SRO OC~ G Q ig I ~P~ 0 0, ~ CEO
2 .0 OCk 0 ti0
797.7 5'4 23" z"
799• o 3° D
770 A~ ~ t~ C~ 2 R N
3 NC ~,ON I CO p>,5K o
798.0 P 2 1 o 98
ONC, CURB 796.7 0a 2 " 42 UTTER 168
0 3 835 ~ ~
CB 2 ~ ~ N p! ~O ~~V
p9 G ~p1 ~F1 ~y12
196. ~ o r o ~ p _ ~pG P~,P 8
795. ~°j o ~ g'~ ~ 0 0 0 R 18 g3 00•
w z rn A YED = 2 ores.
5 0 99 q.ft. p 1 0
a 1g ~ TA LO 38 Ofi & 2
w ¢ 794,5 } 3 n OP F T ~n s C OLI IOC
Q ~0. . 1 P .2503 8 4, . J, l~~
794.3 ~ ~ to a 8 5 .191 G. 67 ~ F
D P F N ~ n ED S-9 w k
M D. 9 G 9 793.6 1g3 5 E R 9
a D ` $zo
~ 0
~p C NC. S LLWA ~
S MP r I so >y2 6 7 .so u7 6 cD
.
1g2• V. CP 9. 8~5
o ,~~pC~
O `c~ 0 V1 QpC~ a
79?.5 191.5 •~N
MH ~0 ~ ~ 8 ~
GUAR RAIL ALONG CURB
p,1 p TAX BLOCK 3807 LOT 2 7B
1g ~ WINSTON-SALEM JOINT UEN URE 'i 3 Ne
~ ZOh'~~ R~-.. 8j5 790.5
o ~ B. 1691 PG. 1099 Trultant
CB 21 g0~ rr- 8~0 1 s Co orate Hea carter ~ q
C B 18 WATER ELEV. 76 .28
0 INV. 24 CMP ~ inston-Salem NC W 188
)6 759.6 789.4 1gg.3 ~~0
CONC OVE LOW RAP
7 .5 d D ~ 3~ ~y6 389' ~0J'
V '9s S
~ 05• 1" =60~
88.3 d o S ; Graphic Scale
~ ~ 2 s 60 30 0 60 120 2 . ^w PRnrt1PAL IDi QiARGL'
~ g1 .o$~o~ Jun Gamble
BELLSOUTH INV_ 24 P ~~19 w
BOX f PROJL'CTINAMGPR
787.3 David Powlen SURVEY FOR. TOPOGRAPHIC
7 ~o
T PROP DRAWNBY ER TIES STMEN IN I/E CAROLINA v ;
CB 2 D LEGEND TAX BLOCK 3807 LOT 2078 A. Kraynak
86.3 CB 19
800 Q EXISTING IRON PIPE 0 CATIONS TAX BLOCK 3807 LOT 205 NO. RPASON DATE C MH COMMUNICATIONS
~ s ~ 8a ~ s 50 ® NEW IRON PIPE C MH DRAINAGE TAX BLOCK 3807 LOT 206 & 209
o c ~~0 s~ a s p PK-NAIL 0 P MH POWER
0 REBAR WINSTON-SALEM CI T Y c/o ~ MH SANITARY OF 0 CLEAN OUT
785, 3 oc 16y Y
~o ¦ WATER METER Q MH TELEPHONE WINSTON-SALEM TOWNSHIP
N64'16'33"W D 1! V F A5 0 354.99' o ~ UNDERGROUND WATER LINE WV N//1 V W----w- WATER VALVE MH WATER FORSYTH COUNTY, UNDERGROUND GAS LINE ~ FIRE HYDRANT ELECTRICAL TOWER
1~ p o
84.4 ' i - -G-G G G-G- y10 G G - JANUARY 9, 2002 -S S S S- Da GAS METER s HARDWOOD TREE
G 325.55 GG~~ UNDERGROUND SANITARY LINE GM 19 i'
g~ ~0 TOP HEADWALL 767.18 - UNDERGROUND TELEPHONE LINT T- GV lik T GAS VALVE EVERGREEN TREE
1 TTOM CULVERT = 758.30 SGRoiLAND GM GAS LINE MARKER
783.4 TREE TABLE CURB INLET SRO SOUTHERN RED OAK SURVEYING, PLLC.
,\-b ~L f TQ WO - WHITE OAK TELEPHONE PEDESTAL LIGHT POLE WASH - WHITE ASH
~(.P UTILITY POLE ELECTRICAL CABINET P.O. BOX 576 IGH POINT, NORTH CAROLINA 2726 YP - YELLOW POPLUR 1
® CATCH BASIN TELEPHONE [phone] / ( GUY
n CO i YARD INLET JOB # - ST0201
EXISTING
CONDITIONS
PLAN
.
.plan is p I repared by others and provi*ded by the owner. 11111~9111
T s plan is provided for infor-m-ational purposes only. This plar 132-6958-00
• Diversified Architectural • • responsible ttle 1 data,
for any errors and o-m--lssion pertal ng to this i
7-7--
12/18/03
C101

I
NOTES: STRUCTURE TABLE • 1
ARE TABLE
1. TOTAL AREA SURVEYED= 22.037 ACRES NuM ~ ToP INVERT MNt 795.5 790.10 ToP INVERT, www.littleonline.eom 795.5 790.10 '
2. N.C.G.S, MON FOUND WITHIN 2000 MH2~ 787.3 77g.so 787.3 779.90 70.90 761.70 ~ Th~'a drawing aad the dengn sbawn an the prn~etty
3. SITE IS SUBJECT TO ALL EASEMENTS, R/W AND AGREEMENTS Mr"ia 170.96 7stla 760.56 70.16 760.56 0~ o Utt~DiverJi ed 't
OF RECORD PRIOR TO THE DATE OF THE SURVEY. MH5 775.2a 7ss.o J fT Aab~ettxralConralgbg. The 75.20 765.0 v SITE 770.1 759,30 I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPER41510N Qv ~ >'epmdaction, copyyingofotherufeoftl'n.rdrawing
06.9 808,7 4. NO TITLE SEARCH DONE FOR THE BENIFET OF THIS SURVEY. MH6A 770.1 759.30 5.8 7 5. 5. ALL DISTANCES ARE HORIZONTAL GROUND, UNLESS OTHERWISE NOTED MH7 772.9 765.25 7 5.8 7 5. AND THAT THE PROPERTY SHOWN HEREON REFLECTS THE ABOVE GROUND ~ IH MARKS q wlthoattbeirw7rttenennrentu bibikdandan 172.9 765.25 EVIDENCE AS OF FEB 4 2002. ~ j Q, ~ y
5. ALL BEARINGS ARE GRID BEARINGS. M."a 796.5 lso.45' 196.5 790.45 ~7v ~ infringement wilibC Ja~eet t0 ]Pal aetioa,
MH9 ; 801.33 7 3.93 6. AREA COMPUTED BY COORDINATE GEOMETRY. MH1o aos.2s 7s7.2s '17.33 7 3.93 Q. Q ~ 36.26 797.26 DAVID J. SCR01 RLS L-3581 ti ©Li1t1C 7A03
608.3 MHtt 807.4H 800.08 7. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN, MH12 Bi3.6 805.82 )7.4H 800.08 ~
N 8. 100 YEAR FLOOD LINE TAKEN FROM FIRM # 37066700258 H, EFFECTIVE DATE OCTOBER 20, 1998 MHI4 843.3 BI8.21 913.6 805.82 , ~ Z3.TT BI8.21 ~ Y TONEWDp
806.1 824.50 9. BOUNDARY SURVEY TAKEN FROM SURVEY PERPARED BY SGROI LAND SURVEYING ON JAN 9, 2002 , MH1s eaa.BO 838.20 j DRIVE 143.3 824.50 14.80 838.20 s
TOP 842.47 807.5 NV. 16" RCP 768,88 ENTITLED BOUNDARY SURVEY FOR CAROLINA INVESTMENT PROPERTIES". MHtb TOP VALYE 839.92 TOP 842.47 ~'p HV Y
TOP PIPE 837.97 'OP VALVE 839.92 D, 40 fOP PIPE 837.97
MH 5 MH17 801.20 797.10 t n.zo 7s7.1o ti
CB16 789.8 766.20 0819 786.30 782.10 807, '89.8 766.20 16.30 782.10
8053 Ce2o 7B6.2o 7B1.1o 0821 787.70 763.75 16.20 7fi1.)o oao 7B3.7s d
S CB23 801.57 797.97 r.57 7s7s7 ~
ELEV. DATUM NGVD 1929
~ rp ~ r r o N, C.G.S. W36 80LSI NOT TO SCALE
806.2 ~ ~ ~ gOq 0 ~ I` N- 846801.686
w ~ E- 1618662.117
ELEV. 872.37
865.3 a CSF = 0.99997442 W~'""
CONC, CURB
CB 23 GUTTER--~
$02 5 u1
MH 1 i
.~v 5 ~h
801.4 803,5 ^ .h~ ~ p WESTMINSTER PLACE
'S~ ?~0 PB. 24 P CHARLESTOWNE 1 PB. 26 PG. 1 G ~y0
Nry G- 156 ZDNED RM-8 ZONED RM-12 C SN p1 ~
h ~
8 ~ 9 0^~ Q~ 9~ I - ~ ~,2
0 0~' 806.2 p~ 0 Z~' ~
~ r-3,;1.94' 16 0 r-3,'7,94' INV. 825.3-_, ~ G• ~ ~ m
raj C=~`,l. i 7'
799.5 1 rJ- ,'4.59' MH 1 ~ ~ r~- .'4.59 ~ ~ 0• A P
aD1.7 0 / 0 0 1c~~~.:x73'45'44~"E f
r=984.69' 1 rb~~~73'45'44~"I 5 ' ~ a=365.70' • .M IN P.P
0 cd=363.6D' ~ 0~ ~a
0~ ~ baS55'03'58"E 798.6 0 B.M IN P.P. ~ ti~ 5
'l ~ 6 0 836.06 iB• w F G EC Q ~ 29 4• w z4 2003
ann. A, ~ ti ,33"E ti Q SRO
•D7' ~ t t 0 Gd ~E n i
Q 797.7 ~ - WO ~~l`:; ~ _ 14• , ~Q~ P~~
799• 2 •0 6 , 01 `G~ ~2 i6" SRO 1 PRA ~
S 5'4 23" 0 24` .A OG~ y G QG ,9
770 ~ ~ ,~1 ? ~ 6~ p0V ,~~,0`~ ~5 ~ 0 '(P'~ 0 0. CEO I
~ 3, 2 i ~ 4 2" ~ 0 ti0 ~ ~ 8
ONC. CURB 796.7 798.0 P 2 D ~
UT 1 . TER 2 ap N
~ ~ CB 2 0 3 C pr,ON 4 coN
p15K
~ 186.6 ~ N 5 83 95 16g.
795. ~ n g
n p ~ ph O 0 ~J
z rn p'~ ~
3 Og 5 0 .p9~ p'I ~ ~~~~2 a~yp = oG`` Q~ QG•
0 J J ~ A R YED = 2 Gres. 9~ RPM ~~9
294.5 } 3 n 599 .ft. ~ • 9 ~v V
~ n 794.3 ~ TA LO 38 06 & 2
U N b DP F T G p C OLI IOC ~ 1
~ ~h a 5 . 1 P .2503 X25 ~i.
79 M ~ 3.6 093 5 D P F R N .191 G. 67 Q ~ 'o. >t
D . 9 G 9 o_ D E R 9 ED S-9 ~ t<; ~ ~ k F
o
ft~P C NC. S LLWA S D D
~ ~ I 60° MP ~ 92.6 7 ,60 ~ a2
192' V• CP
9.
o ,1~p~ ~ ~ 6
N ~ 0 a~5
7 791.5 ~ Q0~ 91,5
GUAR RAIL ALONG MH
CURB o
0.1 •~N a~0 Q
19 ~y0 TAX BLOCK 3807 LOT 2 7B WINSTON-SALEM JDINT VEN URE
790.5 ZONED RS-9
0 8~S r ~ B. 1691 PG. 1099 3
CB 21 1g0, r s 81p N
C.B 18 WATER ELEV. 76 .28
iNV. 24 CMP p
789.4 18g,3 ~6 759.6 Truliant
CDNC OVE LOW ~0 ~ Co orate Head aa. rp carter
7 .5 ~ D q
a~. V 1 ~S GQ Winston-Salem. N C
9 g7 ~y6
88.3 n 0 BDS--
1g1'a ~ BD N S
BELLSOUTH INV. 24 P ,
BOX 758.2 2 ~ 1 ° _ 60 2 X03°~N
787.3 7 90g Graphic Scale ?N~ 60 3D 0 60 12D
k ~ PRIK,CIPAL IN CFIAAGE
Jun Gamble ~
ce 2 - - r\~ ; _.f ~
r V' FR0jl!Cf MAINAGUR
86.3 CB 19 1't^ 00 TOPOGRAPHIC SURVEY FOR: David P ~ owlen
CAROLINA INVESTMENT
PR OPER TIE LEGEND S DRAWN BY A. Kra ak
°o Ala s p~ 89 TAX BLOCK 3807 LOT 207B
~ o e 5 785.3 ~ ~ a 65 O EXISTING IRON PIPE Q MH COMMUNICATIONS TAX BLOCK 3807 LOT 205 NO. MASON
' ® NEW IRON PIPE DATE Q MH DRAINAGE PK-NAIL TAX BLOCK 3847 LOT 206
a~ & 209 Q MH POWER 0 REBAR
o ° o zilk gh•`' N64'16 33 W C/o 0 CLEAN OUT O MH SANITARY ~,l
1 2 354.99 2~ o T Y OF WINSTON-SALEM WM
84.4 0 3 ¦ WATER METER © MH TELEPHONE WINSTON-SALEM T 0 /NSHIP UNDERGROUND WATER LINE WV
p~G 325.55 G~p111 ' w w- M WATER VALVE ® MH WATER
TOP HEADWALL 767.18 UNDER FORJ cRDUND ca YTH NC 5 LINE G.-G-G- COUNTY ~Y FIRE HYDRANT , ELECTRICAL TOWER
TTOM CULVERT = 758.30 S UNOERCROUNS SANITARY LINE 'CM _ S S- GAS
783.4 d pQ METER HARDWOOD TREE JANUARY 9, 2002 UNDERGROUND TELEPHONE LINE GV
r` -T r r T- GAS VALVE EVERGREEN TREE
FCP TREE TABLE GM GAS LINE MARKER SGRoiLAND
n ,m SRO -SOUTHERN RED OAK -o- Wi CURB INLET WO - WHITE OAK TELEPHONE PEDESTAL &;RVEYING LIGHT POLE PLLC.
WASH - WHITE ASH ,
P.O. BOX 576 YP - YELLOW POPLUR r(12 UTILITY POLE ® ELECTRICAL CABINET
IGH POINT NOR TH CAROLINA 27261 GUY ¦ CATCH BASIN TELEPHONE [phone]
? YARD INLET
JOB # - 5T0201
EXISTING
CONDITIONS
PLAN
e ~
T s, plan is provided for infor-m-ational purposes only. T s ]plan I
0 ti 9 f, n Ian .
0 0 • -ft
Lit e Diversi led Arc tectural Consulting is not responsi
132-6958-00 .,or any errors and oml*ssion ert to this
data.
.P iSSUE DATE SHEET NUM3ER
12/18/03
clol

R ~i, ~
2
t ~ ~ F , r LACK 3S t 1~:•'~ Iffrrr~! ~;r 1 f r' `TAB B i E ~ L
> : ' ~ ' j • } t I`1 rat ,i' f',f `S~ ~ i 1 f J r i( ~ (p r, ~ e, , LI:M ; ~ k
p p r ~ • ' ~ ~ Mr.. .I' ~ ~NSTOI~-SA „i , CITY O .
` t I I r . ~ . ~if fi° i~ i i •,t~,'~t i i I ~~NEV ~C• ~ ~
; ~ ~ t ELEV. DATUM NGVD 1929 d,~ I f ' ~ p>' , ~f i i Ft i i / ~f~: , r • ~ 4,\ S~ G V V
'v, ~ t p i J ; ~ T ~ ~ ~ w~ ~,~•J •g9 N, C.G. S, W3fi BOLSIL ; i k~~, , t .r~~ ~ ~ ~ ~ ~ o ~ 6~ N- 846801.686
~ 5 M' ~ 5 .117 ~ , ~ ~ , - E- 1618662 6 - •M
~ ~ aL i, ~ ' ~ ~ ~ ELEV. 872.37 ~ I;'~'. i # ~ ~ ~P - i~ a' ~ ' , a r 1 p~ ~ E 0 - 99997442 g~ iN
. ~ ' r a t ~ ~8 '°•A ~ A . www.litlleonline.com
s r e ,'f .r T , Tbu drawin and the dctign sbawn arg the property g
~r. ,r r , ,i; r ao . / Arrhitedaral Cananik' .The - t ti... ~d
1°' : / N '~1 r r'~,`` •a:^ 2. ; I .ter. y`' , , 82 rrprodrrekan, copyiag ar other ure of thir dmwing S
r , , ` r, / p, 1 D J~~ ~ ~ ~ r i / ~ . ~ J r a rd 'k [ ~ f : f •3 a mitbard tberr ~riltan cnxrent u pmhibited any
Q 1 , ,.,1. eat wlld be rabjed to legal acttma. ~'g~ ~
~ little 2003
, i a it 3 ~,-y: ' .tom , , k , . ,
a^ ~ _ , f ,
~ .'w. . r,^ •ti, , k
~ y ,
9 ) ~ Q j' ~ ~ sad. ~ j ~t , E ! ti-~ f '
,,r,.~~;f \ t . r / ~h ; v r,S 1 ' , .l, R~_. t ~ r j t ~ '
{ r rr r'~ .d ~ t .~~....t y..~... f , q ~ t ' f 1 r4.
; V ~ , t , \ ! ^ ji, , ...TREE SAVE AREA ,
N n ~ •N ~ / R. 1 \r v,~"' r~ , • ~ , _ SEE DETAIL 8/C302 FOR
~ ~ <r, •r'"~ TREE PROTEC110N BARRICADE , ' ' ~ ~ s t
;
~ f,.
8g j' .,...w~ x ' . . . . ~ . . . . . ~ r~ . i . D ~ ~ • , r.. r .t
C p t. .t k~ .i{ Y .Y.... w' w...,...' ~ `5 t '
r' •l
t '19 . . . . ~ .i ~ 33.14' S88
. S. r
l • I , • • • . . • ! f n
4 ,
,gyp : ~ g~,, C yy ~ S ) ~ , i M
. , ' ; ~ Y r'' , TREE SAVE AREA a Q; •6 C ~ . . 36 , r' j o M,o , ' SSS 0 ' 1' t:• f
~ ' , . , , . , SEE DETAIL 8/C302 FOR , .tom ~ 1 ! b3. ' TION BARRICADE ~ S w , , r,;' TREE PROTEC ; 8y • r; ,
} ' " ;.w~•;~ ~ TAX BLOCK 3807 LOT 3E & IV , . . J~/
• F • ~ • • ~ ~ • ~ ~ BOBBY CARMICHAEL
t , t • , . - ~a o ~ i ° ° s f E ~ t t~ 'r. ,,r? r ,J' d' )ter 'y, ~~r 3Q ' ; , . ~ . , , sm ~ ~ a .+f~ . r
• w p , } . , . % . . . . > .f` DB. 1202 PG. 372 1 ~A / r'" f .
~ # ~ ; ~ f , , .r . ' . t 1, t • r ~ i E ! Rr.l `ti.t s I j ~ f f'. .,,r. .,r.". i f ...1 ~ ,~l ZONED RS-9 l'
i ~ DETENTION i t : f , ~ ~ r~, ~ I f`
' ` r = f QN~ f~ { f E ' : ~ . r' . R. .Q .1'•. ,ta`ti..... 4r ` ~i ~ i f I 2 t J F ~ ( . I. . . ~ ~ i . ~ ~ . . ,rr. • . .ll'. ff . . . '
` ,1 i, r~ ~ ' e + s r t t t ! i ; E I E ~ ~ . ~ rF ! • ~ •f 1. i ) J r f. t ~ l ~ t ° f S ~ ~ j ~ .t I t .I sr. .J«{ ! j. .j. r a j ,r'• ! i' ) TREE SAVE AREA
' i 3i;•r'; t 3 - t I ~ # 2 ~ i ! ~ ~ r ~ ! ";1,~~. k . •i ' i `F E ~ _ s ~ i ~ f J .I .3 ~ r • •r+n . .i .t ' ~~v ~ ~Q r ~ ' % . . , , . ~ 1 SEE DETAIL 7/C303 FOR
~ 1 p.! 3 E ~ I ft t t I I . • , . 9 ..l t 8l %1 V \ t ~v~ 9 I : # ~I ` t ~ I 1 E 1 ! ~ i ~ • ' ~ r . ~ r •ft. r. 4 ,:7 j '.f i Q . n - ~ ! r.... ~ ~ PROTECTION BARRICADE ~ I • • ~ . , ! , ` .E TREE r
\ ~ ~ i I s r / ~ ~ ~ % E i j i ~ ! ~ I r , f• j. ~ ~hLt ~ ''f
i ' t `I t i ' I I ? t •1 f ~ .1. Jfjyr. ~ ~i' f .l• f ONC MON f , . j C j
~ ~ ' ! 11 r \ '7~ 0~ r 4 ; ! E f. { t a E . .rr. '!r 'b ' ~ WITH DISK . ...q,\ .L.. l
~ , ,f j `,a s
;7 :l, / q f I. CMV 'Ve /Iyr ~Q n t E i , .r` I,~ ' .j . .1 F' r ~ ~ ~ . 168.95 f ' t r r x \ ~ ~ ~ #~B'52 09 E r f t~~~ ~
• 6 ~ { , i r r' > 1 .I , r''~ 4 9~ ' I"U'~ (~l~/ i t E ~ +r i ; ~ t 1 ~ ~i y F r . p ,1~. '',f',;~ .r.c
F ~ \ i 1 • ' h ' ~ • n / T . / . . . . . . ~ \ j. . i . . . p . . . . .r . . . ~ ~ . . .i. . ~ ~ r .
'<;i\ j i r t t , I r < i i ~ ~ ~ j. ; i` . f. . .d` . 1 •f f ' 1 . ,r'. r f. • ' ' ' ' ' ' ' ' ' ' ~ ?0 \ R'{1YBU~FER• ~ < TAX BLOCK 3807 LOT3R,3 1 f . \ • 00. ~ ROI~NFARE OVE ' - - ~ x ' f ~ ~ ~ _L-~--- RALPH C. KIMEL r
t i. f~ ° ~
b } j.f ~n j E j ~ j i' / •I 3 1 .j. .1. r ) ~ f' .r' E it i ! 't i tf; la ,r i , 4 ~ i !.3 i f .f it .r .j. ~ t J . r .r/.j'. . ~ ,r.?r, Ey . . ~ a-° ` ~
! i (C ~ ° ~ ? I i l ! i `FfI r { 3 F . s I ~ s .I . .l. i .r' .r .l. r •J) 1 f ~ f i r F t 3' V t t # t t t r r ~ i i i ~ 3 t V ~ ~ ' E I I• r f` r i , 7 y ~ t'
J'...... f:~......../ ~ ~ f~. .
ti/ i , i i ~ ~ t t, w'a A £ ~ i 1 ~ ~ - o i ~ •j. J T .f it rr t r , . . , f ~ ~ ~
#3~ I ' t ` i~i ~ ~ ~ f s I f f z z # t . ~ 'r p .i, / r~. f .t t , ,,ter.' 1 ~ ~ s i f # r 1 t. . ~ p 'i • r j i ~ •
~ ~ s J .r. 'f' • •f r
tit / ~ t~ E~ [~~F I f # ! ! ~ i ~ . . 4 t j. ~ ,.6 , . ~ ~ f ' j
c " ~ ~ '
j }:r" ~ i A A \ A' V ~ ~s`4 ~ ~ 1 1 ~ f 1 ~t ~ . . ~ . ~ ~ I • ! .1 • ~ .j' ~t 1 ~ . it r ,i ~ ~ f .
~ ~G t E r , •t s'
1 ~ } t j f j € ~ : t . I . p I • ~ ' ~ ' ~ ~ r . ~ .#v ! I 1. } `T t ' i .
r . , . . . • .mow M ....w •
• ~ ~ } x • , F
..J • • • • • • • • • • • • ~ ' y'4 • • • • • . • • • • • • • f . • • • • • • • • • • . • • r . .~~Y • . . • • • • • \ •
E \ ,.'L ~ t ~ # ~ . l 1. t t S i , . . . . . . ~y. • . . • \ . ~ 4 • . . r • `1~
~ t ~ s`r , l ~ t` ~ t S i 'ti, ~ ? I ~!t . 1. Y_. _m.., , ,.a• . e .1 l . ~ . . l• may" i
y E 3 1 ;5 I ) ; 1 .r ~ ~f. ~ 1 ~ t. ti . S. xr ~ ~ \ .1. t , • • r . , • •
• • • . • 1, • ~ • r • • • '`i . . • .•x•14 • . ~ ~~pptq . . . . . . . . . . s~ . . . . . . . . • . . . . . . .,,w . m . . . . . ` . . . . . . . .-W . . . . . . . . . . . . . ~ ` y~~ , ~
IJ• ~ E:...x i f? ~ 't. t , - t I3 t } i x t i ~ ~ .lt. t r . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . , . . . . . . .~~ti . . . . . . . Y,r. e°~;'"~°
j ~ f ',t < I. , • i ~ ~ 4 1. ..t , ~ ~ . . • ' ~ I ; + 1 , f. , . , ,l. .
~,.._~~...r.,.
J 3 I ~ Z S ~ i I s .r .i .2 a :Z ~E t ~ . ~ ,......W....v..... • ~ ~ - eta
' L,a j ~ ) ~ t I i s. ,W ~ . ~ w' r ° i . i. i . '
. . . . . . . . . . . . . . .y. . ' . . ~ . . . •'2,,z~5 . • • ~ ^o. ..»....M., . . . . ' ` f'9 •
• i 1, r3 ~ . • S ~
• , 4 . w,. F~ • , w w.......~. ~ n.: ,
TREE SAVE AREA ~ ' s~ ~ x r 1; ~ 5EE DETAIL 7/C303 FOR ~I • I' t ) . . ' 1 ~ . .r
x ' ~ ~ TREE PROTECTION BARRICADE • i` ~ ~i • r/ . / . r • ' • ' • ' .
~"`mss L t. .f. f. ~ .f p d c ~ rte Head uarter ~ . • ~ ...y. Co o a ~ ....f~. 9 ~ . . . • A . • .r •
i •5 ` • • . f . • • .J ~ , i 1, + 3 i .f. d .p. •I ( 'i• . . "y.' .1..,. • t .......~v , , t..... ].Ilston Salem
, , ,
to \d)~ ~ t1 ~ ~ ~ fif. ~ ~ . ` ` . . .
t. • • .
. '7 \ .
141. ~ , ~ t INV. 771.(, ' Ok/ i c' • t , € l t . . ' ~ f' . n --u, ter. ~ ~ , • • . • • • • • • • • • . • • . • r • • • • • • . • • • • • • . R . . • • • • • l • • • • • • • • • • • • . • • • • • . 1 • • ^
ti
. \ , i. . i ~ t
. .
, , _ • 30._ ~ . . „ . .w.. • • , , • Jim Gamble ,N . •
' \ \ ~ 1 'v,;'~..y \ 1 \t ~ ~ 4 +..W.. ~ 1. _ ~ `ti, `S ~ r { , 1
~ i . • • • Da d .r, ~ w..
. .
• . . . . . . . . . . . . . . . . . . . .l. . . 1 .
C, . . . . . . 130. REASON Here j
,61 4'C4 4 ........r•`
. . . . . . . . . . . • . . . `.I . . . . . . . . . . . . • i • , `4 . `R • • . . . • , . , • • • , f • f :`4w . • . • • • • . . . • . • . . . . . . . . . , . . • f , • . • • • . . . .
. . . . . . 9L • • • • . • • / • • • . • •
"h wh. ~ . . . . . . . . . . . . . . . r'?. X Mr • ~ Y +wn f ' • ~ • • • • • • • • • • • • • , • • • • • , • • • • • • . • • • • • • ? .gyp, • • f • • . • • f • • . •
. F 41 ,w
. . . . . . . . . . . . . . . . . IN
200 a . • . . . . . . . , . , . 'fir J ,t
%mm • w..
0VE ARE GENERAL NOTES ~a>- e 1 t . . . . . . . . . . . . . . . . . . c.. µ { . / f/ f ' r
. " df
A. BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PLLC.v P.O. BOX 576 HIGH POINT, NORTH CAROLINA .
D SURVEYING. BY 5GR01 LAN k "TOPOGRAPHIC SURVEY FOR: 20~ " -1366. 27261, TELEPHONE (336) 885 AND ENTITLED Wf 20 y. . e r. f• y~.
CAROLINA INVESTMENT PROPERTIES TAX BLOCK 3807, LOT 2078; TAX BLOCK 3807, , Nr • .....t..... • M....., q . ..,..d., .
LOT 205; TAX BLOCK 3807, LOTS 206 & 209. CONTRACTOR SHALL OBTAIN A .rte. . . , s ' j!..f.. f..... t
BLUEPRINT OF THE ORIGINAL SURVEY.
B. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS AND DOCUMENT ANY OTHER M. 0 p
CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING " w BELOW GRADE IMPROVEMENTS NOT
CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE IMPROVEMENTS M " M _ " w, ` , . ROIL
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN , w r _ CLEARING e
A MANNER ACCEPTABLE TO THE OWNER. w s " h." Nom,., /
C. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND AND yh t `
OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE APPROXIMATE AS ^ ~4~•w,
SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT ma so TREE , r, M,w
LOCATION, SIZE, AND INVERT ELEVATIONS OF SUCH PRIOR TO BEGINNING 3 . r ION
CONSTRUCTION. IN
NNING D. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGI LAN ,
CONSTRUCTION SEE SHEET C301. IaV. 788.8
E. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR
CONSTRUCTION TRAMC ALLOWED BEYOND THE TREE PROTECTION BARRICADES CLE-ARING AND TREE PROTEC110N PLAN 132-6958-00
OR WITHIN TREE PROTECTION ZONE. SCALE: 1 = 40'
MUST BE INSTALLED PRIOR M ANY GRADING, F. TREE PROTECTION BARRICADES
DEMOLITION. OR CONSTRUCTION AND MALL NOT BE REMOVED UNTIL PROJECT IS 40 20 0 40 80
COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "-TPB- ON PLANS.
SEE DETAIL 7/0303. 7%JMM%MMMJ 12/18/03 E EC2 01
AND GRUBBED SCALE 1" = 40'
G. THE AREA WITHIN THE LIMITS OF CLEARING SHALL BE COMPLETELY CLEARED WITH ALL STUMPS COMPLETELY REMOVED. NO BURNING WILL BE ALLOWED ON-SITE UNLESS
OBTAINED. PRIOR APPROVAL IS GRANTED FROM THE OWNER AND ALL PERMITS ARE

f~ ~
it ~ ~
/ j \ Ef fi 1D TEMPORARY SWALE ; - ~H~ ~
' ~ 3607 LO TEMI ~ f p~ BLCICK i;' T F ~ i ~ ~ , ~
f; % ' ~ ~ ~ SILT n:..,r - ALEM~ ! • o~~-S SEE SILT FENCE r :-4 ,
: ~ ~ . ~ ~F ,t f, 1 SEE DETAIL 2/C302. • ~ ~ m.
~ ~ ~ ~ RS s ~ - DIVE a ONE9~ 19. . . ~ SITE r ' 7 ~ ELEV. DATUM NGVD V~ MT:p,,. w.., _ • ti,`. DIVERSION BERM ~
V ° 4 - , z ~5' 9 .S. W36 BOLSIL ~ PRKS o ,~2 ~g N.C.G 5EE DETAIL 6/C303. k ~ , , w.....y
N M r o~ t' ! i ~6 N- 846801.6$6 , , , k; ERO EROSION CONTROL FABR C
' E- 161$662.117 : ' ~ p~ ~ SEE SEE SPECIFlCATIONS ~ ~ ~ p., . ~ • , a.,, . . t' ~ t. .!fir . N.,.,: i, ~ ~ ` ,
` ~p R~ ELEV. 872.37 ~ ! , ~ ~ ~ ~ ~ E
~ ~ ,q 0 CSF = 0.99997442 ~0 INLE INLET SEDIMENT TRAP ,f; WIfiH , l i t l l e o n l i n e. c o m f ~ , ~ S ~ j . • DISK w w w
SEE ~ DRIVE f ' ~ ~ ~ J r ~ SEE DETAIL 1 /C302. .r T } p ~ - . ?4, ,
@UF R/4V' EASEMENT 4 27 29 E Thu ar~tbepmpedy ao R 'W:= ~ ~ and the design thanm
I - ~ ~ '07 4`0 E '~n ~ H e' , 80 WY 40 ~ N ; , Q i CON , ~ w, a apu°~• ` ~ / ` FROM P~. 26 PG.' 1 21.38 \ littkDivtr~ dAnhitec~ralCorur~hirrg. Tbc CONSTRUCTION ENTRANCE ~'~i am ~ ~ v, ~ ~
.07 ~ ~-'t , . SEE r r~ ~ ~ ~ 47 i i t r% SEE DETAIL 4/C302. ` _ ~ • ! npmdndton, capjdng ar atberxte of bu draws g r. ' ~ 0 r 'ted and a _ ~w,: 3g _ nrent rt pro
"i ~ ~..F. " ` r ~tboutthcirnyiUertco ?y , t ; r' ~ ~ ' n.
~e .a~ , TEMPORARY SWALE E I , : ~ LIM ! ! r - i i ~ ~r• ~ f Nl~fi~dntentl3~hetNhfEGtlb~aC(JO - IMIT OF DISTURBED AREA ~ ~ ` r' ' .w_ ~ ~ ~ :
~ " - ' SLOPE AT 2~ MIN. ' .73 ` 1~ . ' i 371 P DISTURBE01 • t INSTALL WITH TRA TOTAL ~ } ! . r ~ little 2W3 DISTURBED AREA = X14.4 AC. ~ ~ r
° I . ~c;~:,...~- ' 1~'w..'~'° °ns w ~aR - ~ ~ V ~ e °a '3 a° ° . - . ,
. NOT TO SCALE ~ ~ ~ ~ " J r n •w,. ~ ? E ~ 1~ ~ zia.., x(. ~ W . p. , IB , +'v, ~..i
' ~ ~ ~~Q , t ~ ~ w / "'h. w. f i { ~F S ~~p3Y< p(ryy
w ,..r , , ~ ; SEE [f ~ ; % ~ ;r \ € ~ ' v DETAIL 3/C302. , t 3.14' 88'1 t
. r a o ~ ' EAS 0 A - 3.62 AC w , ' ° / % ~ ; , / ER DRAINAGE ARE - S [ ~ W / ,f " a f / f>: ` nay t ~ ~ armor..,,,......` v 3'~ ~ z t l , 2 3 ~'r i ?i t / T
' . , f, ~ . ~ ,t STORAGE REQ D =6518 CF. f f ~ r' T f
,4 r , , ';f ' r r' o a t ~ ~ a ~ ~ • _,~!~`I TEMPORARY .SEDIMENT TRAP ~4 / ~ r „ • , yr ~ o. ,aa °a®° ; t BASIN SIZE = x 1 r ~ X! , ! oQ o,;: ` SEE DETAIL 3 C302. - °q°a np o r, J•'...~ / „ °a aC ° U°~°rt r STORAGE PROVIDED = 6928 CF f° / ~ , Q ILIZEO CONSTRUCTION r y ~ , / r• ~ ~ , ~ TEMPORARY STAB
s r~' f ~ 1. f ° ~ °o° a~ a 1. , 786.00 ' ~ o s;• DRAINAGE AREA = 3.62 AC o a°° ~~ana j BOTTOM ELEV. _ ! ~ ~ CONTRACTORS ,a ~ r ENTRANCE. SEE DETAIL 4/C302. ~ ~ ~ ,
f ~ J r A RE D - 6516 CF. TOP OF BERM 791.50 E _ STAGING f f'
t ° ` r > t' ,'f ~ i ~ ~ v _ ~ ~ ~ a r ` e' = 789.00 ' ~ ~ ~ . , [ ' , • - _ T STORAGE LEVEL BASIN SIZE 6 x30 x . S A` t ~ 3 :1 c Nc / f r ~ ,
` :P r , , STORAGE PROVIDED - 7663 CF r' PILLWAY CREST 790. ~ ~ ~ , , ti R~ . ' ~ - 797.00 ~ _ ' ` `t` ~ TAX BLOCK 3807 LOT 3E & 3M IVE i ~ •
r ~ ,f ~ ~ , , ~ ,BOTTOM ELEV. - . % SP,#~L.W~1Y / , t , ,ra ~y ~ LENGTH , fir, , , E • ~ OP OF BERM = 802.50 'IR~ , ' .l~ ~ ~ ~ BOBBY CARMICHAEL
' T ~ - t r 9 ~s7~ p r - - e A - N. LEVEL - 8 ,r f ' , ' 00 00 a
SEDIMENT STORAGE , '0. SPILLWAY CREST 801.00 . ~f r ~ '~j ~ DB. 1202 PG, 372 r%' ~ t ! i ~r, ~ r
. . r <o~ ~ ~ [f ~ A~ , ~ ; : ~ SPILLWAY LENGTH = 8 . : p, ~ ~ r c• t y~r ~ . n; ,;~y. ~ ZONED RS-9 4 .~~y %~yr,,,~,~/ ; TEMPORARY SILT FENCE
t z ~V, T ~ ~ , i' , A. ~ Al `W 'Z 'x•~ ~ ~ •r JC ':d A 1' lr A l f~ r" r?'`' ~r••< <"x'f~• ~ :Y'°~ SEE DETAIL 2 C302. , /
'~~t ~ i t
r C v ~ , f;~9 N~ TEMPORARY FLEXIBLE PIPE ~ ; , , ~ ` ~'~c y ~ TEMPORARY
0 ' o g `r ~ 9 t ~ ! ~N S,o SEE DETAIL 5 C302. ~ ~ SLOPE DRAIN. / , f` 't ~ A s , A , STOCKPILE ~ x; ' EROSION CONTROL FAB Bg' f~-' _ ~~AREA ,x, - TIONS ~
V / 3 , y' ~ ~ ~ ~ SEE SPECIFlCA
a, '6 CM ~ ~ i J ~ A ~ ~"t.S ~ ~ 0 p r q,, P ~ ~ % ~ ~ . F ~ SS, 0, p r, r I r .
~ ~ ~ , ~ EROSION CONTROL FABRIC ; ~ ;f~ ' " 03. " m - 3S ? TEMPORARY STONE CHECK 8 ` .r
I' ~ ~ ~ E SPEgFICATIONS ` SE T9 , ~ ~ r . ~ ; . I ~ r t ~ ` . ,a~ e 4 ~ E DETAIL 6 C302. .r ~ M. SE DA / _ 4' C~
, x ~ . t j r 0 it ~ q t. , r~; , r i `E. r J. ~ _ _ ~ ~l ; . ~ r I ao < WITH DISK ~
° X 7 E 'r, V I r 6 rf [ r i~ 80.4,. v 3 +v~ ' i.... , , ° ',k { , t II~~, , , ~ , r ~ , ~ ~ .r e` C a ! TEMPORARY DIVERSION BERM I ~
c`' ' TEMPORARY SWALE ~ ' ~ ~ I 168.95 °F ~ m `'88'52 09 E • ~ • 1v 1 SEE DETAIL 6/C303. ~ _
- ~ SLOPE AT 2X MIN. ' E 4' • t ,r' f ~ r: ~ ~ tir. ~ t t t ~ s i Tw 799.00 r f~ .d : y 'i I ~ it ~ j ~ f ON'C MO x k ~ ~
, I _ ' '~~TENTION INSTALL WITH TRAP ~ ? ; ; . ;~r~~'~ r` . ~ ~L%`°~ ' w~~H bloc r,
r .00 f ~ ~ E ~ ~ ' E,E ~ ;Bw 798 f ,r' D PN , ~ TAX BLOCK 3807 LOT 3R,3V ~ UGH I ,r ~ ~
'r t I' i ( f 1 : E' ~ s E ( ~ : r~ ~ ~ I r ~ rtt`v tt f ~~'`A ° ~ RALPH C, KIMEL k
a E r } ! k/ 1/ ,l E. S E I t f f < ~ r ~ ~ f j ,l ~ ~~Z f M/~ t t `ma`y ~ f f I + ri~• DB. 788 PG. 372 x
` t j r / ~ t T, . • r ~ t x r
~ _r;~~;.~.. y ~ ` L.....: ~ ~ 11 t: l ~ ~ r ~ ! ~ _ m
I TEMPORARY SWA ~ ,~r °P: ~
~ y t, t t ST ~oC I ~ ~ ' ~ ~ ~ SLOPE AT 2S~ MIN. i / , rt t ~ ; ~ k 3 E ~ x .r 't ,f , F, r Nv i 1 ~ ;>y ~ F.~ ~ ; r
` E i s E ' E I TH TRAP r3~a, r f(: r , t jtr , ~ <; Sq 80 ! ~ ~ 3 ' t= INSTALL WI #`4 r ~ ( ~r „ ~ ; ; ~ I I M < p s I ' - Tw 806.00 t t f / ; ; , i ~ ~ ` ~ ` ` r'
, Z ~ T , t b ~ ~ ~ f
i 3 4 Q ~ ~ ~ ` r J \i. i { ;P _ 16 R 6 f I i ~ E . ; t , Bw 796.00 r f~ r ( r' ~ r } ~~t. s'' 9 S ~ ! :t ~ ~ l 1 1 r` s r \ ,
I 1'i ° f ~l rr ~ ~ t I ~ _ J ( / rf r r, ~ i E A 9 !J ~ E `t ,l ~ j si jE`. fl ( ~ i - ~ RF f i \ ~ %J' T f f i' It r ! ~ f, ~ ~ 3 ~ ; 1 f , t ; i ~
1 ' 1 ~ ~ I f7 `1 ~ ~ ~ ~ 09 ~ ~ I i ;r ~ < .1 t ~ ~ r
~ ~E , ~ i ~ ~ rf p i ~ 0 . p ......EROSION CONTROL FABRIC cv ~ p ` 1
1 s{ f T I € I j~ t i ri I ~ i f ° j l' it ,J 'i SE ~ ~ E SPEgFlCATIONS , ' ~
3,t '4L ~~F ~ i ~ i i ! I t t (I j, r l ~ I r ; 'y ' ~ ` a 2~
q !R 1 2 ~ 'f ~ ~ i r F ti J ` + r Iii ~ ji r R W i i t t t r E I' ~ i 1 f j ~ r I 1 it . ~ > % 't ;1 `1 € ~ ~
i i F] 'Fa 6~ 1 ~f r E j r ~ f ! I i` t` 9 ' 28 r' i i. I i r t i', ,,r' y' i =.i ~ i f~ ro ~
. F ~ f f r l 1 t , ~ i ' `j it / o f r' I ~ i I ~ ~ ~ W ~Q
~ i, M.,•~ ~ ~ f E ~ ~ ~ r ~ I ) f t' f ~ I°~ 'r r• ,rr ~J li~ ? ;.i I ~ \ f S8 4 ~ ~ .a i` E 0 t 3, r TEMPORARY SWALE j' ~ ~ r I i F ~ ' , i 36 32 ~ r 1
t I ~5 'e 7 i ~ ! x t i ~ ~ r'~ 1~ } ~~f vt~''°' 0 ~ ` ` ~ 1 ' ~ I; ~ ~ ~ r E SLOPE AT 2~ MIN. ~ i'f ~ ARY INLET SEDIMENT E . ,1 ~ ~ ~ ~ E ~ ti , TEMPOR t_... i I t .....s ti,, x, g;11 } , , ` i ~ - 5 ti
t ~ ~ 'z ' ~ 'b~ ~ l` f E I ~ i ~ j I i , ~ ~ ~ r~'r }~f / ~ 4~ ~ ~ ~ ( ; . , ~ ; ' ! i ~ r ) , , TRAP. SEE DETAIL 1 /C302. , ~ f l , r ~ q } 1 ~ ~
y ~ t F ~ ~ ! F ~ I F ~ ~ I r t' 1 t E t ( ( F ~ ~
<l~ v ~ ~ °w ~ \ r,.S ~ j # I I s ` ~ II ! f. f ~ d i ~ r s A ~ k ~ \ ~ f I ~ ;E i ! ~ / i t 1 ~ ~ s ; ( ? ~ ' ~r f ..i . 828. ~ ~ ~ ~ i I I~ ,i r' ~ ~ "w~ -~Tw 830.00
rr ' ~ ~ >:i ; i : , ; ' ~ ~ ~ ~ r } I ~ Bw 829.00 ~ i i s23 ,
r ~ t1W ~ \ ~ 1 ~ i f r 1 ! It j ! j _ I r 1 r~ ~c £ ~ ~ ~ f ..i..r i E , ~ ~ ~ • ~ ~ , ® : ; ~ ~ , Tw 806.00 : , f . r ~ '
~ V ~ ! ~ ~ 1 i I ~i ~ ~ ~ I I , r~, F ;i ~ A ~ ~ I i ' k ? Bw 796.00 E I ! i E ` i . ~ ~ • 1 ~
..3° ~ +''y, !r t F 5 1 r i i ~t t ! i 7 t t r" 'r ~ ~ ~ I ~ ~ , f ~ ! Tw 836.00 ~ ~ ~ y.. . ~r ~
~ i ~ ~ ~b ~ i i t 'I ~ t i i t ~ 't •v, ~ ; ~ E i ~ i I a ~ ~ / s Aa s , ~ ( ~ E ~ i i j e i i ~ ~ l ° ° ~i \ 'V . E ~ r 826 828.00 ~ ~ ~ .
t ~t # ~ ' ~ r` ~ A s ~ E r ~ ! ~ A i ~i i t ~ i ~ ~ ~i i i ~ \ ~ s,.. i€ ID i s i i tt ( i ~ \ ~ ~ } ~ 9 s. ,
' t ;(I) I ~ \ v„. •v. ~ ` t i I t e ~ i pq a b Ju ! E i , \ E i : I`l ~ t. t i l ! 8! `f
.y U r ~ ~ r ~ ~
„ % ~ ~-~.--824 ING WALL ~ u....,;.J:. _ . ; ~ ~ ~ ~ NEW RETAIN ~
t j i ~ ° rr f l z S ' l 1 W t ~ ` ' ? t ~ j ~'`t•,,.. ~t i - , ~ ~ SEE DETAIL / ~ ~ _ r.. ~ i
. ` . ~ '.s:.~ MPORARY STONE CHECK ~y~~ ,„~R~
""t. ,t 3 ! r l ~ ' ~ ~ ~ ~ ~ ~ ~ I t i I ( ~ Tw 804.50 t ~ ti `s i r ! ~ ~ ' r t 47 i w6', i '`y. ~ .DAM. SEE DETAIL 6/C302. ~ , scpp[p
Ir..~~ y` ~ ~ ~ ~ i i { ~ ~ •E. vv~ l ~ V ~ i ~ ~ I ; ~ , ;t j Bw 796.00 'E ~ u ~ ~ ~ - , ' ? f M"` : i' ' _ D :air'; tQ
Ei,~ ~ I j L, ~ t E t ,t i t 1 ~z~ v ! ~ tE ~ ~ i 't Bw 831.0 S _ . w.. ,
bM ~ ' ! ~ 4 t .w..~
i ~ r~ i , ~ ~ ~ t ,t ,
{ I I ~I ~ ~ > ~ vv _ ~ ~4_ , ~ r " i r r 3~ J r ~ t p z,,.. , } i ~ % r ' ~ i 1 "i i tJ ~ i' ~ ~ ~•i~.,...... 1 TEMPORARY DIVER~ON BERM . ~ • . ( 1 • V ~
i ~ tz ` I i a~ `z, ! ~ ,r f. /r t t i i i t ~ • 1 i r ~ r DETAIL 6/C303. 8 f ~ ~
' ; ' E ' l,', t ; > • , Tw 803 50 .1 ~ . J , ~ t~ ' i ' g :3 t t y l ~ rr' t ~ ~ ~ _ \ \ t ~ Tw 836.00 5E . .
. I 'a ' , + Bw 796.00 ; ~ ; r l - ~ < , ~ , Bw 835.00 l _ . p 0 _y. «~w ,
` i Ef i''` ~ ~ " i 4
, ~ 't: ' ~ TFf~PORARY RISER SFFD~uIENT BAaI
14- ~ tl ~ ~ ~ ~ ~ ; TEMPORARY FLEXIBLE PIPE ~ SEE DETAIL 7/C302. I . ~ T ant o ~ - ~ ,.J .
~ 14 ~ • ~ w` ~ 3 j LOPE DRAIN. SEA DETAIL 5 C302. ~ ~ ~ RAINAGE AREA = 9.05 AC 3 , ~ ~ ; t , s ; , S / dr1. D C r. ~ ~ , € i !r----- ~ ~.05 A ~ e ~ E er 3 rate Head uaxt
i ~ t~, A' ~.--+C STAGE REQ'D = 18,290 CF. 90 CF. ~ + ~ q 3 2 ~
~ ~ z 'i 7 ? l ~ BASIN SIZE = 202'x86 x2.0 D ' i+~: ~ ; t , . ~ nRa°'~ s, s ~ t STORAGE PROVIDED = 21,591 CF 36 x2.0 D ~ ~ ~ ~ • ` ~ C t r ~nston Salem N , I SEDIMENT ~ ~ , 21,591 CF - ~ ~ TEMPORARY FILET
' NV . \ / / evs;spann°agse Y_~ ~ ' - . N 4,0~, ; ~ ~ ;°~°~a°o Tw 799.00 8 BOTTOM ELEV. -793.00 3.00 ~ ~ I i ; TRAP. SEE DETAIL 1/C302. ,-t' ~
? .c' i E to aawalraa°a ~ ~ . l oo m, 0~4 \ , , i' t" a ri ' ~ 0 TOP OF BERM = 797.00 (MIN) ~ ; • a~~ ew 79$.00 , j ~ ~ _ . F ~ E ~ x.00 MINI ~ ~ ~ ; ~ ~ i i
r f i\,r4 , ~ ` A ~ SEDIMENT STORAGE LEVEL = 795.1 - 795.00 ~ ~ ~ F i € .EVEL - ~ , ~ . r} ~ ~ , ~ ~ i~' ~ i " ~f
~ ` \ ~~...~y TEMPORARY SILT FENCE ~ ~ ~t SPILLWAY CREST = 79fi.00 t r ,Y4A . 196.DD e" ~ J r ~ f~ ~ f ~
° INS. qOW ` ~ SEE DETAIL 2/C302. ? SPILLWAY LENGTH = 12 ~ , r ~ 8
,r \ i ~ . ' 8 8 ~ ~ ¦ D ~ - ;
~R .s 793 ,f. „ , j f , ; , ~
3~4 ` i \ 202' t \ ..i .,t ; ..M < / ~ 0 ~ ~ ~ - T- - , ~ Jun am e T
MPORARY INLET SEDIM :'~m f TRAP. SEE DETAIL 1/C302. ~ .i' raoiECraennnGBa
` ~ ~'TEMPOR~Y, RISER'PIPE` ' ` t ~ ~ ~ ~ ,;F ~ r ~ _ ~ t~ t -
R° \ ` ~ M ~ David Powlen
\ \ \ , ,r \ ` WATER AUTY POND ~ -
~ 'INV. 779.61 ~ ~ , ~ ~ OUTLET PIPING ~ I ~ ? h, ~ A. Kra
top ~
\ 4y ~ 794 NO. MUM DATE N
SM MAL MEET CM FOR BEEDMI NOTES. 806
AMP SEDIMENT TRAP #2
0 SEE DETAIL 3/C302. f
~ µ NOTERIMAMENANCE NOTES • DRAINAGE AREA = 1.73 AC cP !
STORAGE REO1D = 3,114 CF. f
co W... BASIN SIZE =45x20 x2.5 !D STORAGE PROVIDED =3,405 CF f r /
ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE FOR PROPER A. NO DISPOSAL OF DEBRIS. OUTLET ? TEMPORARY SWALE , ? BOTTOM ELEV. - 810.00 a 0,
WATER QUALITY POND ° ~ \ STRUCTURE, SEE SHEET C501 \ TOP OF BERM = 815.00 1 ' it, ~ ~ `Y SLOPE AT 2% MIN.
BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE'S B. ANY GRADING FOR DESIGN AND DETAILS. SEDIMENT STORAGE LEVEL= 812.5D o.
- EROSION `CONTROL ORDINANCE AND IS SUBJECT TO A FINE. , ` is ? cv SPILLWAY CREST = 813.50 l F
OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. ti... _ _ _ ~ SPILLWAY LENGTH 7
C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OFv . ~ - 2. CONTACT THE CITY OF WINSTON-SALEM INSPECTIONS DIVISION TO w wER E 0 M r~ TEMPORARY SILT FENCE ENT
THE STATES EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. BEGIN AT [phone]. NOTIFY THAT CONSTRUCTION IS READY TO ..~'ow SEE DETAIL 2/C302 r
D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION awft
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY 3. INSTALL TREE PROTECTION BARRICADE. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT WILL
PROTECTION DEVICES WHEN STORAGE CAPACITY HAS 4. CLEAR AREAS NECESSARY FOR INSTALLATION OF EROSION CONTROL MEASURES. BE REMOVED FROM THE SEDIMENT TRAP AND INLET ~Al kflii 10 J 1 t
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 41
NO LONGER DRAINS PROPERLY. 5. INSTALL ALL PERIMETER EROSION CONTROL MEASURES INCLUDING STABILIZED CONSTRUCTION ENTRANCE, DIVERSION BERMS, SILT FENCE, CHECK DAMS. POND 13. COMPLETE ROUGH GRADING AND INSTAL G AND INSTALLATION OF STORM DRAIN STRUCTURES
E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6" DEEP AT OUTLET PIPING. TEMPORARY SEDIMENT BASIN NO. 1 AND TEMPORARY SEDIMENT AND PIPING. INSTALL INLET PROTECTII .ET PROTECTION AS INLETS ARE COMPLETED. INSTALL GRADE MASS 1* r '
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. TRAPS NO. 2 AND NO. 3. TEMPORARY SWALES AS SLOPES ARE THE FENCE. THE SEDIMENT FENCE SLOPES ARE CONSTRUCTED TO INSURE DRAINAGE TO TRAPS. ~ 89,371 N mw W ,..,xf,~
AND EROSION Lap S WITH EROSION CONTROL FABRIC AND SEEDING IMMEDIATELY.
F. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND CHANNELS. 6. CONTACT CITY OF WINSTON-SALEM INPSECTION DIVISION ONCE MEASURES ARE 14. STABILIZE ALL 21 SLOPES WITH EROSII THAN 2,1 WITH SEEDING WITHIN 15 WORKING DAYS OR 30 m°~° w- l P LAN ~ t CONTROL
ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CAN NOT BE ESTABLISHED AS INSTALLED FOR APPROVAL. STABILIZE SLOPES LESS THAN 2:1 WITF CALENDAR DAYS. SEED. ALL DISTURBED LL DISTURBED AREAS WITH APPROPRIATE SEED MIXTURE AT ALL
PROPOSED. 7. CLEAR AND GRUB ENTIRE SITE WITHIN LIMITS OF CLEARING. AREAS WHICH WILL NOT BE PAVED, GR )E PAVED, GRAVELED OR OTHERWISE UNDER CONSTRUCTION 8d 43 , tll f- -•e~rww_
TRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING & 0.5LBS/SQYD STRAW (THIN 30 WORKING DAYS OR 120 CAL G. PROVIDE S . OF SITE. OPERATIONS ARE COMPLETE. SEE SEED OR 120 CALENDAR DAYS AFTER FINE GRADING w. SEE SEEDING SCHEDULE FOR TYPE, RATE do DATES. w
FIBER ON ALL SLOPES THAT ARE 3:1 OR STEEPER AND ARE NOT ALREADY SPECIFIED TO RECFJVE 8. BEGIN ROUGH GRADING
ANOTHER TYPE OF BLANKET. JRES (BASINS, SEDIMENT FENCES, DIVERSION DITCHES, ETC RIS CONTRACT SHALL BE MAINTAINED/REMOVED UNDER 19. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
9. INSTALL 36 CULVERT PIPE THROUGH EAST SIDE OF PROPERTY (FES 4 MH-35 15. EROSION CONTROL MEASURES (BASINS, I
H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO MH-36, HDW-5). DIRECTLY AFFECTED BY THIS CONTRAC BE b MAX. 50% CAPACITY UNTIL EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. MAW GRADING AND 3 SHALL BE MAINTAINED TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED THIS CONTRACT. DEVICES SHALL E OF PROPERTY. 10. INSTALL 48 CULVERT PIPE ON WEST SID AREAS THEY SERVE ARE FULLY STABII OF AGRICULTURE, AND THE SCS. FULLY STABILIZED. EROSION CONTROL PLAN -
AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. PERMANENT GRASSING FOR A 4SSING FOR ALL DISTURBED AREAS NOT COVERED BY 20. DILIGENTLY AND CONTINUOUSLY MAINTAIN .ALL EROSION CONTROL DEVICES
I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE 11. INSTALL SITE RETAINING WALLS. 16. PROVIDE BUILDING. THER LANDSCAPED AREAS. AND STRUCTURES TO MINIMIZE EROSION. MAINTAIN CLOSE CONTACT WITH THE CITY. OF Ellmon 1 WINSTON-SALEM SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE 40 20 o 40 eo
12. CONSTRUCT FILL SLOPE ALONG WEST PROPERTY LINE AND SEGMENTAL BLOCK UILDING PAVING, OR OTHER LANDSC OF THE CITY OF WINSTON-SALEM.
RUNOFF BACK ON TO PROPERTY. CONSTRUCT TEMPORARY IS AN CONDITIONS _SALEM FO 3N SALEM FOR PERMISSION TO REMOVE EROSION CONTROL DEVICES. STAGES OF CONSTRUCTION. 12/18/03
J. APPROVAL OF THIS PLAN - NOT R AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD WALL SWALE TO AND SLOPE CHANNEL RUNOFF TO SEDIMENT BASIN # 1. ONCE SLOPE IS COMPLETE, 17. CONTACT CITY OF WINSTON-SALEM 21. ESTIMATED TIME BEFORE FINAL STABILIZATION 13 MONTHS. C301
WARRANT OFF-SIZE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY Y TRAP NO. 4 AND TEMPORARY SWALES AND REMOVE TEMPORARY 1& REMOVE ALL EROSION CONTROL DEVICI )NTROL DEVICES INCLUDING ACCUMULATED SEDIMENT. SCALE 1" = 40'
OWNERS, INSTALL TEMPORARY SEDIMENT TRAP NO. 3 AND SWALES.

uTTa wHre~IF.~wxa~a s
Z~ SEEDING MIXTURE ~
c Q SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE)
GERMAN MILLET ~ RYE (GRAIN) 120 OMIT ANNUAL IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
O D ~ STAKES ' METAL SUNDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 TO EXTEND BEYOND JUNE.
LB/ACRE. „ 8~lq C1ATE~
100' 1 -6 MIN. ~,qpA~ PIEDMONT-JAN. 1 -MAY i
PUBLIC STREET : Z PIEDMONT-MAY 1 -AUG. 15 80L AMBi0MENT8
~ g FOLLOW RECOMMENDATIONS OF SOIL TEST'S OR APPLY 2,000
rk"e,'• ~ oe' `tom r ~ _ - F •ar •'~~~`'f Y LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 w w w. I i t t I e a n I r n e, C a m r - Z i~° ~ FOLLOW RECOMI~,ENDATIONS OF SOIL TESTS OR APPL
:i . . »~i~ ~ ~.I"~~' AGRICULTURAL LIMESTONE AND LB/ACRE iD-10-10 FERTILIZER. •ti ~ , r,a 2,000 LB/ACRE GROUND
~ ~ ; , , ,.~..1 I =1 I r--L ff E ~.....~f,~-~I I l~-='~1!-- 11:•_'1 I ~ l~ .I ~I ~I~-, , rjf .3I~~I~ , L......i ~ . ~ 'r~~*t;h.~.b<,~`rx.~%?:<,~,, ~~F,~~{"'x r~,,t."r'"1~(';,, 't°"~"~"; SILT FENCE 705 LB/ACRE f0-10-10 FERTILIZER. ~ ~y;.:{'Y::. ,,,.Y u, SILT ~N4"E ~ ~ ~~r~ ..~,{s'~,n ~a•;.:~' link A?s6tte~tarelConsulkng. The
r°' r. .,,~I ~~I~.~I~.. Z ; • X ; . , f, ~,r I. ~ "4 ~ ~r° ~ APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING Dited s~,-,s•~s, . r ~ fil ~ ORING TOOL A ~ ~',~`'r~'"~.,U',,~~~::.,~ , r. ~ . WITH ASPHALT, NETTING, DR A MULCH ANCH 's oratbernre o thir drenrin
~ , ~ ~ NDER STONE ~ L ~ t~~K'~:~~.-' . ~ 4 D00 LB ACRE STRAW. ANCHOR STRAW BY E USED AS A ~1°~~0"' ~ 8 f g ~ r~.~ ~ ' a. APPLY STRAIGHT CAN B , , . r <s..a ~ / H BLADES SET NEARLY ~ , ~1,.,?,~ .Y, s~'_,~k~.~7~ , r ~ .c DISK WIT .mow 7_°~ lr`~~.~t, y.~{~~ • TACKING WITH ASPHALT, NETTING, OR A MULCH
~ FILTER FABRIC U ~ ~ ~ ~ MULCH ANCHORING TOOL. ~0~~"""~~0"~DtpeDb'~~Q"~ "r.~ ° '~j' ~ ANCHORING TOOL A DISK WITH BLADES SET NEARLY u~i?gamentanUb~rabjtcttolegalardon.
~ ~ ~ EXISTING ~ ~:~~n ~~4~~ ~p~<.:; mh~r"~~~=a PUBLIC STREET ' ~ STRAIGHT GAN BE USED AS A MULCH ANCHORING TOOL
GROUND REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. F'~-SEED, Litde2003 OR IN SILT FENCE AREA UATE REFERIILIZE AND MULCH IMMEDIATELY FOLLOWING ER090N
VARIES -SEE PLANS IN DITCH AREA REFERTIUZE IF GROWTH IS NOT FULLY ADE4 O11iER DAMAGE. RE-SEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
ETAL STAKES RIPRAP, ~ RIPRAP, 40-150 CBS.
STONE (1 /4" TO 1 /2" GRID OPENING) #5 WASHED F, SURFACE PREPARATION
. 12" LAYER OF p FINE GRADE AREA TO BE SEEDED AND LIGHT DISK 2 LAYER OF ~5 STONE s;w ~ OR RAKE TOP 6" OF SOIL REMOVE ALL CONSTRUCTION MANIBrIANCE
WIRE MESH ~ - Z CONCRETE BLOCK z 1r a,.,• w: '~"=,t , DEBRIS, R00T MATERIAL,
tw~:`` ` 1. Z ROCKS AND STONES LARGER THAN 1". RE-FERTILIZE IN THE SECOND YEAR UNLESS GROWTH ~°•'';~;'u°~>~, ' 1 w 15 FULLY ADEQUATE. MOW GRASS AS NEEDED
r ~ , pp TO MAINTAIN HEIGHT OF 4 . 4 , ~u„`:`.. ,.t.;,.,~``~ti?,"•• i,";r,., ~ ~IQIYO~TIiE EFERTIUZE AND MULCH IMMEDIATELY
• ? FILTER FABRIC ~ , f' ITER FABRIC u. F ¢ RE-SEED R t^~,rv,r~~~:.~~r~~• A~ a`'f:' ~ SPECIES RATE (LB/ACRE) FOLLOWING ER0510N OR OTHER DAMAGE.
r,~.. . 4~' ' ; ; ~ ~ ~ 9 , ~ ~ss~~~ ~ - N TALL FESCUE 60
..xr 0 S: FLOW ` s ,f " ~ ~ KOBE LESPEDEZA 10 PE9G~ FLOW t ,~.y ° i ~ 2 - ~vyV~. : .A" ? i t~~ ~ ' 'N ~ ~ ~ ~J~A tm tf `y , , r t 3 E ~ y,,{ 2~ kc 4 i r. i
M,.:>w _ ROAD ~;~.~~~;.r;~,•~~`~~. 1. A STABILIZED ENTRANCE .PAD OF ABC STONE OR RAIL ~M~~,~.~y~,a~~~.~~ru~~N,z,,~~rg~"~~~a~~~, ,~4;~~ ~~~.•~r~~l ~ ao KOREAN LESPEDEZA 10 SURFACE PREPARATION ' . , ~ "~a,. ',~~•z;;~ .`~~'j 'tea~~. ~ _ COMMON BERMUDA 15 FlNE-GRADE AREA TO BE SEEDED AND LIGHT DISK
t` ~~C + ' ` e~z • ~ - BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL LEAVE OR ENTER " OR RAKE TOP 6" OF SOIL• REMOVE ALL CONSTRUCTION "
t W ~-E „ Ez ~ r ,r. THE CONSTRUCTION SITE ONTO A PUBLIC ROAD. 3 . . I f ~ I DEBRIS, ROOT MATERIAL, ROCKS AND STONES LARGER THAN 1 . ~DIr>0 DA7~
POSSIBLE ~p
'-W;"'•• 2. FILTER FABRIC 9R CRUSHER RUN MAY BE USED AS A BASE COURSE ' ,t f; 12" LAYER OF FOR THE CONSTRUCTION ENTRANCE. ~ " LAYER OF #5 STONE FALL: AUG.25-SEPTJ5
12 DROP INLET • BEST AUG.zo-oCr.zS SPECIES RATE (LB/1oD0SF'f) CROSS SECTION REBEL TALL FESCUE 5
' ' ~ WITH GRATE 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL LATE WINTER: FEB.15-MAR.21
. ` T TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS PREVEN FEB.1-APR.15 SEEDING DATES NOTES: BESL AUG.25-OCT. 25
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING IMTH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR FALL 15 THE BEST FOR TALL FESCUE AND LATE WINTER FOR pOSSIBLI:: FEB.-APR.15
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. CHANNEL BANKS TO KEEP WATER LESPEDEZA. OVERSEEDING OF KOBE LESPEDEZA OVER FALL-CEDED 1. STONE SHOULD BE PLACED OVER THE TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDA GRASS
ES WHERE RE UIRED. AVOID SEEDING FROM Nov. 1'0 JAN. IF SEEDING FROM CUTTING AROUND EDG Q SEED IN FALL MUST BE DONE AT THIS TIME, ADD 40LB / AC OF
Y SEDIMENT SPILLED DROPPED, WASHED, OR TRACKED 4NT0 PUBLIC 4. AN RYE GRASS.
PLICAl10N: STREETS MUST BE REMOVED IMMEDIATELY. SPECIFIC AP 2, SET SPACING BETWEEN DAMS TO ASSURE THAT THE TOP OF THE LOWER NURSE CROP: DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM WHERE REQUIRED. BETWEEN MAY 1 AND AUG.15, ADD 10LB/AC.
N APPROPRIATE WHEELS MUST BE CLEANED TO REMOVE SEDIMENT GERMAN MILLET OR 15L8/AC SUDAN ASS.PRIOR TO 80L MAY 1 OR AFTER AUG.15, ADD 40LB AC RYE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
VY 5. WHE , THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEA PRIOR TO ENTERING A .PUBLIC STREET. 3. PLACE STONE ON FILTER FABRIC.. (GRAIN). APPLY 4,0D0 LB/ACRE GROUND AGRICULTURAL
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY 1S LIMESTONE AND 1000 LB/ACRE 10-10-10
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. 80L AI~0Y~fl8 FERTILIZER. FOLLOW RECOMMENDATIONS ~ SOIL TESTS OR
APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 APPLY 4,00D LB/ACRE STRAW. ANCHOR S1RAW BY
FERTILIZER. TACKING WITH ASPHALT, NETTING, OR A MULCH SCALE: NOT TO SCALE ANCHORMVG TOOL A DISK WITH BLADES SET
SCALE: NOT TO SCALE SCALE; NOT TO SCALE NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORNVG TOOL APPLY 4,000-5,00G LB/ACRE GRAIN STRAW OR
CUTAWAY USED TO EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MAMBiAMCE
8 MAX. I _i SHOW INLET MATERIAL ANCHOR STRAW BY TACKING WITH REFERIIUZE IF GROWTH IS NOT FULLY ADEQUATE.
MIN. 12 1/2 GA. ASPHALT, NETTING, DR A MULCH ANCHORING RE-SEED, REFERIILIZE AND MULCH IMMEDIATELY TOOL. A DISK YNTH BLADES SET NEARLY STRAIGHT FOLLOWING ER0510N OR OTHER DAMAGE.
~ ~ INTERMEDIATE WIRES SEDIMENT PIT CAN BE USED AS A MULCH ANCHORING TOOL
, i~. i• rJrr .
~~%r%ii ' . MIN. 10 GA. LINE • ; ~ N
VNRES HOLD DOWN STAKES ~;.!fi,. f` a;,r,, ; ,r, < < '1, ~ ..r/i r 1
~ 10 O.C. (TYP.) r /,r',~ °.~r.
~ %/P: r. Jfl i' 'a`il. ~ Jyi
!J / is /f.r J r l r
9.EVATION
.~.°'~.,.r ~g~.:~r..,.i~ J~' ,ter;
M /r ~ "T" STEEL OR 4" DIA. PINE POST ,
~ EARTH DIKE . i y : NTT-VORTEX PLATE
WIRE FABRIC u..~ ;~f,~~ .;z i l E.,,. ` ~
~~I'~. WEL 1 ~ ` FlL1ER FABRIC 32" 1MDTH CRS WELDED TO CMP RISE
w ~ I~II~`•`I' ` NGTH AS NECESSARY :;Ili LE REMOVABLE TRASH RACK IS OPTIONAL
, ~ ~ T GO THOUGH KE ~ - ~ ~ RIPRAP APRON o ° FOR EASE IN MAINTENANCE. o ° °
M ~ WET POND OUTLET STRUCTURE
'r ~ 1' BEVELED PIPE o ~ a ~ i,. 5' - 1 D' a (REFER TO SHT C/501) SECTION A- o
r~ 2 m w
t~ , rt 1 ~ J t
l STAKES o .1 E HOLD DOWN k r L~
GROUND UN ®10 D.C. (TYP.) ~ ; II _..r 'by AN11-VORTEX PLATE
A TRASH RACK
~ o FLEXIBLE PIPE OR GREATER N ~ CAS
_ W ~ i~ A. .4~:::'°'' ~ o ANCHOR SKIRT WITH STONE ~ ` _ 4 DESIGN HIGH WATE : °•°bsc''•••~
3 SEDIMENT PIT 2 •.9 L jQ
fV ~ r f0 RISER CREST -I1
4 MINIMUM A SS J THA 1% SL 885 ° o
F ATE CMP PER OR A ° P PERFORATED RISER ° ° E o ° CONNECT SEDIMENT DISCHARG
e,. SAL NOTES ~IANT~ANCE N011E3 RIPRAP APRON ° ~ G TO WET POND OUTLET o ° PIPIN 6r
" ' ' IN WIDTH 1. FlLTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH ` ~ ' ( ''~"I~' 1. FENCE FABRIC SHALL BE A MINIMUM OF 32 ° ° STRUCTURE
" RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY ' ` E<.... AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12 .~.~,~,.:'..hs~~'s .r. ~ #5 WASHED STO WASHED STONE FILTER ~ ~ IZ ~ ° ° o ° , r
SPACING. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ~ =~'x'.a;~ - 0 o N o o e
2 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO i;°=..~.I~..~.:°I`"" PBQFIIE 2. FlLTER FABRIC SHALL BE MIRAFl 140 FABRIC OR THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL R,:•:: o ~ ° DISCHARGE PIPE
EQUIVALENT. BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. ° ° °
3. BURLAP CANNOT BE USED WHERE SILT FENCE IS TG REMAIN 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM NOTES: ° T ant ° ° ,
FOR A PERIOD OF MORE THAN 36 DAYS. EVENT AND WHEN THEY DEPOSITS REACH APPROXIMATELY HALF THE 1. THE INLET PIPE SHALL HAVE A SLOPE OF 3X OR GREATER. OTTOM Co guy ° ° k orate Head carter 0 o j 1
HEIGHT OF THE BARRIER. B F- 2. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING WATER TO THE PIPE BOTTOM OF BASIN
4. STEEL POST SHALL BE 5 IN HEIGI~T AND BE OF THE SEL IN PLACE AFTER THE SILT 4t ANY SEDIMENT DEPOSITS REMAINING SHALL BE AT LEAST 1 FOOT HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. FASTENER ANGLE STEEL TYPE. a . ~ a , I inston-Salem NC W ° k a ` " j WET POND OUTLET PIPE TO WET POND OUTFACE
FENCE OR FlLTER BARRIER IS NO LONGER REQUIRED SHALL BE 3. THE PIPE SHALL BE FLEXIBLE OR CORRUGATED METAL PIPE WITH WATER TIGHT CONNECTING BANDS. " DRESSED TO CONFORM INTH THE EXISTING GRADE, PREPARED AND E OUTLET IF EMPTYING INTO A DISTURBED AREA. • r e, •4 ~ (REFER TO SHT C/401)
5. WOOD POST SHALL 8E 6 IN HEIGHT AND 4 IN DIAMETER CEDED 4. A RIPRAP APRON SHALL BE PROVIDED AT TH
5. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE HAND TAMPED IN 6. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH CONC. ANCHOR
NOT LESS THAN 9 WLRE STAPLES 1 1/2' LONG. 4~r LIFTS TO THE TOP OF THE EARTH DIKE. 6. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER EACH STORM.. r
ANTI-SEEP COLLAR
BLOCK (SEE DETAIL 1/C501) DATA
PRINCIPAL IIQ CHARGE
SCALE: NOT TO SCALE z h r s im Gamble 1
SCALE: NOT TO SCALE PROJECT MANAGER
„ " ~ M ~ ~ " ~ David Powlen
F10 5r MIN. ~W 30 30 3 -6 1 6 -6 1 DRAW,C BY
" ~ r TOP OF BERM o E A. Kra
E ~ .I Y~
~ :~~:R~~~,~~.? M GENERA ~ENERA~~IQT~S:
NO. REASON DATE
I TOP ELEVATION OF STORMWATER STORAGE
A- o 1, AREA UN[ AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.THE POOL AREA SHALL BE CLEARED. 1.
SEDIMENT DEPTH 2. THE FILL 7 WASHED 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
X 2 ORGANIC ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
SEDIMENT Q STONE. MAXIMUM LEVEL OF CLEAN OUT STAKE z -l1 CONSTRU
COLLECTED (CLEAN BASIN OUT - c ~ in o0 0 3. SEDIMENT SHALL BE REMOVED AND TP.AP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
WHEN THIS LEVEL REACHED 3. SEDIMENT in ,I co DEPTH 01 DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
BOTTOM OF BASIN 4. THE TRAP AND REPAIRS MADE AS NECESSARY. 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN
I...i~;..- I-..• AND WATER POLLUTION IS MINIMIZED.
I 5. CONSTRU , ..MW _ RIP RAP 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT. EROSION
6. ALL CUT 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT SECTION THROU H BASIN AND FILTER 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
6' B. STORAGE AND MAY BE CONSTRUCTED IN ANY SHAPE 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY,
MAN STORAGE IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND STORAGE VOLUME REQUIREMENT
SEDIMENI ENDS ON THE LONGER BASIN DIMENSIONS. SEDIMENT ARE ON OPPOSITE
I 3 9. REQUIRED STORAGE I5 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED
L (B MIN.) 9. REQUIREC UP CLASS 1 OR 2 DRAINAGI so - DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES.
CARRY RIP RAP x ~ SIDES OF SPILLWAY-,, RIP RAP RECOMME T OF STORAGE PER ACRE OF DRAINAGE AREA. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE RECOMMENDED STORAGE IS 1800 CUBIC FEE
SILT FENCE ^ .1=41_~-......;- 10. THE LEND 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
TO ALLOW FOR SETTLING. BAFFLES
11. WHENEVEF 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, EROSION
_ SHOULD SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. QI,
/--RIP RAP APRON , . , ; 12. CLEANOU EAR AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS
8 WASHED STONE SHOWING M ~ # 5 DETAILS SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. ONTR 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
l - q 13. SAFETY F
p~ i `i. 14. FOR DESI ~C REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS,
Ql 3 ? HEALTH, r Cy AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. HEALTH,
I TI-Il 15. FOR SLOE 15. FOR SLOPES GREATER THAN 10 IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL REQUIRED.
y:
IMEDIATELY SEED ALL EARTH SILT FENCE r 16. THE SERI BERMS AROUND SEDIMENT TRAPS UPON Z (7' MIN.) SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION 16. THE BERM ON SEDIMENT BASINS
RIP RAP APRON TO CONTINUE HAS BEE COMPLETION OF INSTALLATION DISTURBED AREA HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED. 132-6958-00
TO LIMITS OF ESTABLI:
17. WASHED FENCE WHENEVER SILT FENCE IS PLACE AT 17. WASHED STONE AND WIRE BACKING SHALL BE USED. WITH SILT
ELEVATION OF BERM AND FILTER THE TOE THE TOE OF A SLOPE 10 VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT F IS NOT PROVIDED.
12/18/03
RIS C302 ER I TEMPORARY RISER PIPE SEDIMENT BASIN 7
"MMPORARY SEDIMENT TRAP 7 -E SCAT SCALE: NOT TO SCALE
3 SCALE: NOT TO SCALE

~ VARIABLE O
ACK OF CURB v 8 H p m ROMNWY WIDTH F'+ ~ ~ g VAA ~ Q
O IAStiE SLOP iA9LE 510PE Q ~ 3 .
FACE OF CURB ~Ho~o rom~w fill O VM H ~ C=7 q
rmiZ-i=D m G ~ i CRETE OA STEEL CROSS Pi PE C ~ ~ ~ Mz•'I a ~ WQ u•=
m ~m QO tyv
TyO~ zHo~~ y'DO ROADWAY CROSS PIPE TYPICAL SECTION N=~zw ZH•a~~ QOM
REBARS ~ 6" n~T~ ~ ~ 1~ n'~~~ " z H 1 ~ pgLE BLOPE _ 3 - . VAAI~81E 8L F- 7
ON CENTER BEARING ~ ~ VAR"I _ - OPE d O
NN ~ EACH WAY LOCATED IN - NTER THIRD °z CE 1 MIN. NO r n 1 4 - rr - - --11 8 MAX. p . c o z ~ - - ---r 3 ~ s NAx, ~ m
OF WALL • JOINT www.littleonli~e A ~ B D,'', FILLER D B w
` CLR. TYP, ~ ( ) ~ f ~ ~ a '
m a ~ n m 8 a, - - - - - _ _ - _ _ _ a Tbir drax'in aHd the durgx ihasKt are the pmpery
4x4 W4xW4 n T 3rr NCRETE ~ Tb a Ii#kDi ArtbikcfuralConatfkgg. The D b TB CONCRETE CC L O f iA L T
WWF (LAP FACE OF CURB ~ ~ orotheran o tba dra,vin OR STEEL OR STEEL e ~ ,~a~„ f g
WWF 6" ONTO 6" , , 6 n n rn PIPE PIPE ¢ Z C ~ t" ~ m NSTALLAT I ON O ,vilhout their y+rrdr,~, cwlrcnt it pmbibited asd mry o z GROOVE iNSTALLATiON TONGUE i w Q
FABRIC L OR W Z ~ z " ) MIN. MIN. G~ 1 MIN. o O r z W O H infiingameat,Pill be nrb~ect to legal action. ~ ~ H SIDE VIfW z H
x~ n ~ H CLR. (TYP.) #5 REBARS ®12 m v. m N RETE OR CARRUGATED ~ T ®Lisde 2003
O.C. HORIZ. & m = -I x ~ W m STEEL PIPE a fA C
• A VERT. USE VNTH ~ ~ rr 4'x4' & LARGER " ~ m ~
~ - ~4 REBARS ~ fi GRADED QUARRY STONE RIP RAP n ~Z q DRAINAGE STRUCTURES ON CENTER ~ CONCRETE FLARED 111 C m•0 - ~ pzz n ~Z ~mv W D ¢410
.PLAN VIEW OF BASE LL SEE PLAN FOR RIP RAP SIZE ~ y TYPICAL) ~ L BARS SHA EACH WAY = END SECTION • m 9 _ n D 1~- b
VE 1 -6 LEGS. z m c PRECAST RISER PLAN HA NOTES: ~ Z z v a W ~ z ~ ddw
r _,~t, ~ mOC STRUCTURE. CONFORM TO f ~e~ ~t~,, ~ o CONSTRUCTION OF PRECAST DRAINAGE ~ D G T CONCRETE I~--~ F H W o L Tg a OR STEEL END VIEW o. ~ D ~ W
STANDARDS AND SPECIFICATIONS OF NCDOT DETAIL 840.46 ~ ~~}t ?r•,;~, t~,;; NOTES: ~ TYPICAL PRECAST r~,t ~ r r~ ..1 ~ ~,t, • i 111 ~ imp PIPE y~AW
"t a~ i ~ ~ 1 !J: ; w ~ aD ~ z PLAN VIEW ~ H Dr :~v J~z
SHALL BE 4000 PSI. RISER SECTION ; ~W ~ f-. , t; ; ~ G 1. CONCRETE MINIMUM COMPRESSIVE STRENGTH A ~,'~.!r~. ~~~'~'-',I~"`~•~;~`'~'~~; 1) La IS THE LENGTH OF RIP RAP APRON. ~ ~ °C
2. ALL REINFORCING STEEL SHALL MEET ASTM A615 FOR .GRADE 60 , ';~'tf,; 7 ~r~~g,. 2 W IS THE APRON WIDTH = ~ 00o wv~ z~
- ~ ~ ON THICKNESS w WELDED IMRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. 6" , , , , ° ~ ~ ~ 3 Ta IS THE APR c w ISOMETRIC VIEW y C END TREATMENT DIMENSIONS
s', , , , -~f;,:~~,; 4 APRON THICKNESS n Q ~ T T Te A B w
MAXIMUM DEPTH TO TOP OF BOTTOM SLAB SHALL BE LIMITED TO MIN. :.J wn~.. , ~ .t.....~~~;~ Ta- 1.5 TIMES MAX. STONE DIAMETER, t BUT NOT LESS THAN 6 . 15 -0 f ~ ~ H D L W s b NOTES: x
r, . ;„,;'C7''s ~ 5) SEE EROSION CONTROL PLAN FO ~ ~ i„~'t m m 18" 8'•0" 23° 4" 4" 6° 21~" 25" 1. CONSTRUCT PIPE END SECTION USING M4 REBAA SPACE6 9 d n EACH WAY AND MEET ALL REOUIREYENTS OF STD. SPEC. 310
VIEWS ` ; ' ~ ~,~..~`'~~"r'=~ ~ m•j;~t,~,; W, Ta AND RIP RAP SIZE FOR EACH 4. LIFT HOLES OR PINS SHALL BE IN ACCORDANCE WITH OSHA SECTION .6 ~ ~r3(,~;~~ 3 #4 REBARS ®6" . z•~':..~~,~ G. FLARED END SECTION. EET 1 of 1 24" 8'•2" 90" 4" 4" 8" 27~" 32 AS .OUTLINED FOR CONCRETE FLARED END SECTION . SHEET 1 OF 1
STANDARD 1926.704. OPTIDNAL JOINT DETAILS ~ ~ ON CENTER ~,.~'~t~~.~;?!"~(.)~) C^ 314.03 EET 1 OF 1 r r n r r u n rr „ 2• CHAMFER ALL EXPOSED CORNERS ~f . 3D' 10 •4 37' 4' 4 6 33~ 39 310..03
EACH WAY x ~ , ~ 5. FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE a ' ~ ~ • 314.03
NCDOT STANDARD 840.25. a ~ ~ ~ OR BRICK IN ACCORDANCE WITH
a CONCRETE FLARED
" E PROVIDED ~ .g ~ END SECTION P~ 6. PRECAST STRUCTURES OVER 4 0 IN DEPTH SHALL B
TEPS LADDER INSTALLED IN ACCORDANCE WITH OSHA 4 , 4x4 W4xW4 ~ WITH S / p STANDARD 1910.27 AND A5 FIELD CONDITIONS DICTATE. WWF (LAP w NOT TO SCALE
FRAME AND GRATE WWF fi ONTO ~ z
NTS T FABRIC n a v 7. JOINTS SHALL BE SEALED WITH APPROVED SEALA LAWN AREAS - NCDO ) .kt,..T La m ~ r.1r• GRADED QUARRY STONE N.n m °
STANDARD 840.1 a RIP RAP, SEE PLAN > a ~a ~ ~ z ~
8. MAXIMUM STRUCTURE SIZE SHALL BE LIMITED TO INSIDE CLEAR " FOR RIP RAP SIZE ~ z I NSIONS OF 6'-0" x 6'-0". A #5 REBARS ®12 . DME :.~r, H°~~n H ~ ?8 SLOPE AS INDICATED DN PLAN9 y, J H •
O.C. r~,~~ t r ~-i ON OF INSERTION , . m~ x~ LOCATI Rrloo~~•i P E f~' CCy=Z Mz^I=D 9 ~ BELL END OF PIPE /
CTURE 51ZE SHALL BE THE DUTSIDE PIPE DIAMETER ' t: ~ ~ 9. MINIMUM STRU O FACE OF MIALL / Fw• O = m TD ~ Q ¢ H
ON A GIVEN SKEW PLUS 2 OR THE OPENING REQUIRED. FOR .FRAME r ; ~ ! . ~ • 1, o C e y=I-OW Sp O T ~ _ f- u•
AND GRATE WHICHEVER 1S GREATER. ~ ~ a, °F , ,~z zHp°m zy~~+,ri ~ ~ ~ c? OON Ca ~ i I i i $ o ~ 2 "w
' SYNTHETIC FILTER FABRIC ~ a AND GUTTER LINES USE NCDOT STANDARD 840.038 z 10. IN CURB ~ i - - I i - - f " COND. ' N ~
FRAME GRATE AND HOOD. SEE. NCDOT ROADWAY DESIGN MANUAL. TYPICAL SECTION ~ •~i ~ ~ ~ i - ~ ~ 0 ~ PIPE #4-BARS d ~
FRAME, GRATE AND HOOD OF BASE UNIT 4° - 5 WASHED z TA DARD 840.16 ~ a _i, z 'I I'
11. IN LAWN AREAS, USE NCDOT S N IN CURB LINE - NCDOT STONE. FRAME GRATE. SEE NCDOT ROADWAY DESIGN MANUAL. DARD 84 .03 SECTION A-A t vi p 1Qn
STAN PLAN B
FooTINS DOWEL W
A O n {IF CONST. JOINT IS USED}
~ ,>z NOT TO SCALE ~ ~ = O z ~ EVATION BAR•"X" ~ N gy= m s s G END EL O= H
NOT TO SCALE = 0 9 ~ ~=C7z u.M~ :oy~, NWN
~ mH ~ fA H ~ ~ ~ ~ o x ~ DC#AELS IN EIIDIWILL IIITH REINFORCED CONd,ETE PIPE N ~ J G
s ~ C C ~ 9 ~ pE SINGLE PIPE DOUBLE PIPE D D CA C C PI ~ v
_ _ SEE CIVIL DRAWINGS ~ ~ m ~ D Im N ' I I ' I I I LOC. DIA. 15" 16" 44" 80" 88" 42" 48" 15" 18" Q4" 90" 8B" 42" 4B" CZ IL , ~ ~ ~ I I I I ? - - - -
r 1 FOR TOP OF WALL oomZ~ I ELEVATION ~ G ~ T. I I BARS "xn nXn nxn "xn nxn eixn y" nXn Y" „xn "I" eXn nxn nxu nxx Y" "X^ y" D ~ W w .111 ~ ~ ~ ~ ~ I I a s B ~ D~ 4 a 6 2 2 S s D d
BOND BEAM N N y v ---~--I-- G DTY. 2 2 a 8 2 2 , 1 E 2 2 2 2 8 2 t~~
WITH 2 ~5 CONT, m ~ ~ ~ r p DOWEL 8 OTY, P P 9 9 4 4 5 2 P 8 3 4 4 S m ~ r L S 14 14 18 s5 B5 iQ iG 19 iQ P3 n G4 ~ z W Op
2 1/2 CLEA I QI p fA p TOTAL LBa. G F- W J ~
~ BRICK VENEER H I co C O ~ ' '11 OPTIONAL CONSTRUCTION JOINT 47 m ~ ~ ~ 10 C D ~ DIMENSIONS AND CONCRETE QUANTITIES = W D
or~oZ = I < c ~p ~ ~ Z {ISING CONCRETE PIPE y ~ O = ~ v ELEVATION nouBLE PIPE J W D F-
II I w m ~ II I ~ w ~ COMMDN DIMENSIONS $INSLE PIP N fA H ~1 (J
N0. 9 GAGE 1" EXPANSION JOINT ~ ~ _ 7C D H B G T S L YD~ Y L lroe Z D D jp ~ _ Q ~ 70 1g" 9'•9" 1'-S" 2'•G" 214" Sl't" 6'•B" 0.7 2'•2" T•B" 1,0 w z Z T ~ a
,f HORIZONTAL JOINT 6! I. I REINF. ®16" O.C. AT 50 -0 a.c. MAX ~1 1" 18" S'•7" 1'•10" G'•P" a'b4" 10" S'•a" 1,0 Z'•7" B'•11" 1,5 Q
NO JOINT IN FOOTING r ~ ~ m n " n ,•O" 3" 10" 8'•0" 1.5 9'•5" 11'•S" E.0 v 44 4•P 2.1 4
V1 AND V2 BARS a0" 8'•0" 2'-S" 4'-7" 414" 113" S'-B" P.e 4'•a" 15'•8" 9.1 agu 5r•Bu 2'-B" 6'-e" 1~" 1P1Q" 11'•0" 3.4 5'•0" 10'•0" 4.8
I 42" B'•2" a'•1" B'•au 614" 114" 1E'•B" a.5 6'•1O" 18'•S" 0.0
~ " N NT. " 1 0 X2 0 CO 48" 8'-S" 3'-5" T-2" 6~$" 111g" 14'•a" S.0 8'-8" £1'•D" 8.0 BNEEr 1 aF a
b ~ .STONE DRAIN EET 1 OF 9 EET 1 OF 9 +BEE SHEET 8 838.01
838.01 v v v1 L_- 838.01
~ FILL ALL VOIDS SOLID 1 1 WITH 3000 PSI COARSE
° I MASONRY GROUT e °p 00
_ p 1 • 0° ~ NOT TO SCALE
°00~ ° q'0°0° I
° $o ° o "D" BARS
o I
° ° °O 4"~ WEEP HOLES V V V 2 a 0°0 AT 10'-0" O.C. 2 2 ca
a ° ° ~ I qN Rp DIVERSION BERM TO Q~•,..•••••~•••
BARS ~ Q N ~ V3 • X9;0 ~ T IN NO TREES .STUMPS 2' MIN CON A F y
o a 0 ~ OR GRUB MATERIAL F R OF v ~ ~ •w
~ o _ z a ~ - Y CONT.. ~ v+P R~ 885 ~ N~ QR ~ t' I" ,Y
m a a r-- - 2x8 KE ~ m NI a N S~ ~ • I ELI S I.~ , . aD E~
~ *-I_ " ~ o T" BARS I 3i t ~~17, wit
M N `.~I C P~
Lf
a "L" BARS N n nD" NDN NDn D NDN nD" PRC PROPOSED ,~::..t(:
a SLOT M SLOPE -~~~i.._
t.,.l.~,~'wF~Tl.I ' 2:1 SLOPE OR FLATTER
~ 3" 3" w ,
Y r M ~~r,.,?..:~-„~--1~~: rte Head carter
I Co o a ~ q CROSS SEC110N
inston-Salem NC W
naN "1~ 11 Nrll
"A"
NOT TO SCALE
S'- O" PRII.;CIPAt>h CHARGE
im Gamble J
SCHEDULE U RETAINING WALL CM PROJECT MANAGER
David Powlen
BAR 51ZE AND SPACING DRAWNBY
0 Tr~•nrmnt.
"H" "A" "a" "bl "c" KEY u L_ U uu I 11 1 1 I i u 1-1, II LJ L1. ?114Y 11L4~
V "D,I "L" "T" MAXIMUM V2 3
2'-0' 21_0" B" 8. l'-On #4016 - #4016 #4®12 #4®16 B 4 FT. HIGH TENSAR POLYGRID NO. REASON DATE
41-0" 1-0" - #4016 - - #4W6 #4®12 #4016 -8". 1 1-4n 11 8" 1 2 8 SAFETY GRID OR APPROVED Fl Ll I
EQUAL SECURELY ATTACHED TO STURDY WOOD OR STEEL POSTS
61-051 4'-On 2I-8 , 811 8" l '-O- - #4016 #4016 - #408 #4012 #4012 0 W-0" O.C.
8'-0" 5#-0" 3'-0" l '-O" 1'-0" 1'-0" 1'-6" #6016 #6016 #4018 #608 #4012 #6®B
101-On 61-8" 41_4" l'-4" 1'-0 1'-0" 1'-6" #6016 #6016 1Y4018 #608 #4®12 #6®8 [I El El El El 17 F-1 F-1 El TI F1 F]
#
12'_O" 81_6" 6'_2 1 " '-4" 1'-0" 1'-2" 2'-01' 7016 #7016 #4®18 #708 #4®12 #708
_
_ ; {
SHALL BE 3000 PSF MINIMUM ALLOWABLE SOIL BEARING CAPACITY { ; ; ,..;:.........,.j j..,......_..: I WOOD OR STEEL POST
RETAINING WALL DETAIL
NOT TO SCALE ...............0 ,,..:.3.,......... 3 ii. i
I
C7 STORM DRAINAGE
N OT TO SCALE
AND
RETAINING WALL
DETAILS
132-6958-00
12/18/03 C303.

f , ~ (r u T"" .y '1 ~ q. \ nn
, I'. / 1 ~ ~ . nn. ~ ~ ~ ~ ~ "4 ~ ~ 11 x12 x18 CLASS 8 R!P RAP F`
% ,',f i T 1D 3 a _ I~~. ~ ~ _ , . ~ a. , x~r 'w ~TMw." APP~OACH,.AP-SON i°" r..., ~
r ~ , F ~1,? ; CK 3807 LO ~ S~C~RE COOfiDINl~I COORDINATE SCHEDULE ` ~ ~ m _ r ~ Awe, , , ~ ~ i j'`" CONC MON ~ ~ : ~ i' 1 ~ l" ,f
' / r I S. . t J`~ ~ 't NG EA5TING BEARING ~ • c ~ r''` ~''~15. ~`V, ~ ; WITH Di . "
} ' r ` SALEM ' 1 ~e, .....~n ' ~ ASTON- STRUCTURE NORTHING GF W1 ~ as _ , a s ~ ~ . - r,.> ~ 4 ~ I
,I , ~ , ~ ~ r ~ CI-1 845572.90 16166 ~ ~ ZONES RS_g ~ „ - 845098.97 .16166 ~ ~ ~ 11 ~ , !.90 1616693,79 $33'4514 E „ . ~ ~ n R W` EASEMENT ,584'2728 1,97 .1616600.97 N55'5507 E ~ a~ FFF ; i
S, r"; r~, , ~ g1 6 ELEV. DATUM NGVD 1929 CI 2 ,~f i I ~ ~ ~ . 9 N.C.G.S. W36 BOLSIL CI-3 845266.53 16165 i.53 1616560,81 N85'5218 E ~ - i ~ aesa~ ~ ~ / FRpM PB. 26 PG.` 1 1 21.38
_ ~ ~ tJ6 N- 84680L686 CI 4 845483.45 16166 s 5.45 1616694,18 S44'16'20"E I r ~ ~ . F , HDW-5-~;
' r` i' ~ ~ ~ `5~ E- 1618662.117 CI-5 845434.51 16161 1.51 1616744.28 ~ . ' x ~ ,3 , ~ t:~ ,r t S43'47 02 E
f - ! PRA ELEV. 872.37 CI6 845483.25 16167 n~' ~ G E - f.25 1616796.84 N71'48 ~8 E - ~ ~ , . ~ - " . a ww,littleonline.com ~
~ CSF - 0.99997442 CI-7 845470.35 16168 . o R~~ - 16168 65.14 S121132 E ~ w : 1.35 16168 t ~ " , 1.90 1616876.08 N5214 35 E ~ - ~ ~ ,
• e G CI8 84540290 ~ ~ CI 9 845395.02 16169 r a ` 1616959.82 N73'46'23aE ~ ° ° - - - - - Tbu d,~m d the wn ~ . x.02 ~ ~ ~ - ; ~ & ~
a~ ~ CI-10 845298.62 16170 3.62 1617031.30 571'56'39 E ~ , ~ _ „ , < r ~ ~ ~ ? o Little Di d Arcbitactura! Corualtinng. The _ ,
1' ? '074'0 E 45337.82 16168 ~ N80 CI-11 8 N68'04 23 E ~ ~ ~,a.._... ?.82 1616835,02 - - , _ - ; r~ ~ ~ _ ~ ' slwn n orotberrue uric drawing , /
' ~ ~Q - 845421.86 16170 ~ ~ r ~ ~ ~ ~ ~ 47.0'1 F, ~ CI 12 .86 1617025,27 S25 44 33 W _ - - - ~ 1 ted and - mitbouttbeira~sttenron.rrntu~mbibi any c r
' 3 f ,?b, CI-13 845144.53 16166 f >v N56'S253 E f ,,A' --_--:,`1 'D6"1 ~ x.53 1616654.78 0 ' i 23.14' S88'19 r~irnBemantwillbeiab7esttekgaiacaon. I RIM = 826.5 ~ ~ ( 1; ~ 1.30 1616745.06 N43'24 21 E /
~Q ° CI 14 845144.30 16167 , CI 15 845193.42 I n ~ ~ _ ~ w j.., 1.42 1616794.98 N43'0906 E ~ ~ ; , f~ ®Litt1e2003
s w.,. . 7 ' 71 "-~`~~J ~6 11'x12'x18' CLASS BRIP-RAP - 28 16169 CI 16 84 1 ' 3 . a CI-34-FUTR .'.`3""'"P ' i.28 1616934.32 S74'S8 08 E : 'P~
" ° ° CI-17 845178.38 1 ~ CI-38 ~ APPROACH APRON , i.38 1617102.13 N467712 E , GRT 828.67 - , I 1, f, c~ . ~ f-
` ~ ? ~ N \ 794.4 pn 845151.98 16171 n,., ~ , d. f „ , ~ ~ r•.,,i....ti,M ap° - - 844934.30 16164 ,0 E ~ ~ ~ ~ . HDW 7 .98 1617244.51 N25'2339W F' .~x
r ~ ~ ~ DI 19 3 ^ \ ~gp 34 ~ . . , ~ ~i ~ - 844907.86 1617( 161fi937.33 S7T46 58 E " " z ~ , ~ ~ 1.30 , E ; " . a
DI 20 , ..a ~ ~ ~ - ~ ~ EN;.. ~ ' ~ " M CI 21 844909.94 1.86 1617061.44 57T46 58 E - N d.94 1617178.36 N14'2747 W . ` ;'''i° E° I TAX BLOCK 3807 LOT 3E & 3M IVE O r ~ '
° ~ EAS _ 171 WER \ j CI 22 844948.95 16 9.95 1617193.00 S35'27 09 E
~~a~'". `?2b _...FES-6 ; r , ...m....~.~=..M r ~M,. ' ' CI-23 845003.47 16173 F'. , a r,a ~ BOBBY CARMICHAEL r t 3.47 1617269.55 S36 ' ~ ' ~ , , r ........1..
% ~ _ 7 CI-24 845075.97 1617; CI c vo °a s t,, 5.97 1617312.33 80'50 0 E ~ .a I DB. 1202 PG. 372 , < ~ , a ~ ~ r F , I
» a CI-25 845070.91 1617: ~ ` ~ w' `rm , . ~a ~~~°~o ono ° ' GRT = 794.45 " 0.91 161734fi.93 S80'SD 30 E ~ a / ~ ` ZONED RS 9 . ,
r• „ \ ° CI-26 845052.13 1617 r ~ : rn 2.13 1617414.65 S79'05 22 E ~ ` 3. ~ 'J (j1 iQp t fa 5.08 1617482.63 S78'1636 E ~ /r °°i ~
\ ~ I- 7 845035.08 1617 I $ r ~ ~ ~ \ - ~ ~ f ~ r _ i . r • p ~ ~a:.,. CI 28 844881.51 16 7. _ _ ~ ~ ; ~r` F~ SBO'54 01 E ~ r I t ~r I N ' 1.51 1617226,12 A`%' r ~ c~ 3. N ,r j
. • . CI 19 844864.19 1617; ~ c FES- ~ f 4.19 1617334,22 SBO'54 D1 E o. ~ _ ' f ~ I ~ ~ ~ ~ ~ 's
~ ^ , ~ ~ ~ ~ CI-30 844910.49 16171 n 0.49 1617423.00 S50'57 47 E ; ' j ,g " ' j t
_ r i 9.70 1617481.70 S71'46 58 E ~ ~ , ` r ~ ~ r ~ ,
, r ' ^ - ~ DI-32 844815.29 16171 . , ~ • , , I v 5.29 1617628.66 N12'13 D2 E ~ ? ° ~ ~ .a ~ s' ~ " t F ~ r 239 1617635.18 N12'13 02 E v :S ~ ' . ,
~ DI- 3 844872,39 16171 ~ ( ~ I `'~:~x.,••° s DI-34 844980.72 16171 I a t 1617675.08 N12'1302 E _ . f " ~ J 0.72 / -33-FUTR m , ' °
' ~ 0 ~ ~ ~ MH-35 844803.49 1617 I ~ $ \ . - 161 T 3.49 1617651.79 CI ~ ` - ~ - ~ CONC MON
. I ' 'f a MH 36 844988.91 / GRT = 822.27 ; ' 8.91 1617718.70 f
C~ \ ~ ~I ~ ' ~ k:~ FES-1 845606.70 1616 N~ x ~v I q-1 ti ~ r ~ ~ r 845055.81 16161 ` - ~ I ao WITH DISK , 6.70 1616671.18 ' ~
~ I - 00.28 9 XPES-2 i S , GRT - 8 - \ o~ 8 N~ - I ' c 4 s XPES-3 845007.7D 1616' { ~ I b.81 1616630,16 t , r' ~ a 168,95 ~ . _ ~ m ;r
<< ~ r ~ a, s' ~7.7D 1616854.90 ~ - CI 32-FUTR ~ " ~ I ? , N88'S2 09 E ~ ~ , r 3~ ~ X1.24 1617557.62 GRT = 819.84 ~ r ;
~ ~ ~ ; r °b~ ~6 FES-4 844791.24 1617 0 Mp , o~ 1 ~ ~ ~ v ~ F SSS, spy HDW-5 ~ 845065.75 1617 ' I F . r r ` ~ CONIC MO x v X5.75 1617833.72 , s'
I , ^ r i f , r ry~ 'r ~ * ~3' FES-6 845646.03 1616 0~ ~ r~ ~ ti, ~ ~ ~ S . < < . ,''1 ~ r V~ r 8,, .6.03 1616724.19 GH ARE OVE ~BLt1=FER TAX BLOCK 3807 LOT 3R,3V .2~p R U I .r £ i
"`Q,~ ~ ~ r rv F - F FES-7 845884.67 1616 14.67 1616805.45 _ _ - - - ~ " RALPH C. KIMEL } ~ °Y " .j ~
'x ~ ~ ° fr • i 44889.76 1617 ~ r.!.~~ ~ MH-20A 8 Kati, ,4,.. ~ r ; : ~ 1617174.59 FES-4 i -35 k ~ 19.76 MH ,r 1 .24 ~ =820.50 ,f ' I ~y....,.r. DB. 788 PG. 372 'j
a MH-16A 845186.91 161 F' ~ ;f \ ~ ~ z;,"~ 1r H- A 845186.97 1611 X6.91 161060 RIM 4 ~ sa ®a a X6.97 1617060, 4 ~ % % %
' E ~ ~ , . 93.71 1617 ' ~ ~ ; • , ; ~ ` ~ DI-22A 8449 f r' f, ~ ~ - nova°vac° ~ i 'z 13.71 1617136.45 ~ ~ r 4 ~ ~
< ~ { r - I ~ \ ' ~ ~ ~ DI 22A 844993.71 .1617 13.71 .1617136.45 ~ t• f r ~ ~ M~
` ~ f~' q 4 r'~ q-7 I ' 844985.45 1616 ~BETENTION 3 l~ • , GRT = 803.69 < ~ GRT = 810.44 , ~:•w ~ ~'1 7 15.45 1616905.98
, . I ~ [ , I f, ~ DI- A ~ 844889.76 161 19.76 1617174.59 (~E~N
POND i ; f i ' 1 ~ ; ~ x / r CI-6 ~ v , z' GRT - 806.50 r ~ ' e ~ `M L ALL NEW CONTOURS AND SPOT ELEVATIONS SHOWN ARE ROUGH GRADES FOR MASS / c4 / 0~
f i r ~ ~ 1 A. l Q1 f. i ~ r' t N ~ ? ~ € ~ ~ ;r ~6(7 ~ A f f' ,l I' .w. may./?~ ~ ~ 1" 36 ~ p\ 93 GRADING OF THE SITE. FINISHED GRADES ARE SHOWN ON SHEET C402.
w,.. r,:. ^ y s •06 •A \ ~q~ 4 \ 9g
} i r i F 3 c ~ ° ~ j ' WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO - ~ c6~ Sg 2, THE ENTIRE SITE
t E 1 t s a ! i r ~ y r it ~0 \ , ` f \ S~ DRAIN FREELY.. ALL UNPAVED AREAS DISTURBED BY CONSTRUC110N, WHETHER ~'``4`- \ 3' ON SHALL BE FINE GRADED AND ti ~s, INSIDE OR OUTSIDE OF THE LIMIT OF CONSTRUCTI ,
Olt ~ t ~'i i i t /y~ / ` ~4' SEEDED TO ESTABLISH A PERMANENT LAWN. F
~ r f ! ;,;a' i ~ ~ i 6 ~ GRT - 807.39 J FM ~ ' ~ ~ I f` ;g0 GRT = 811.96 ; ~ q-12 ~ ~ \ 1' ~
G - ~ ~~i 3 € ' ~ r• ' GRT 818.50 ' ~ i MUST COORDINATE ALL DRAINAGE STRUCTURES AND TEMPORARY ` 3, CONTRACTOR
a NFL NT 2p~ ~ ~ 1 f f ~ ~ ~ - \ ,I' RIM ELEVATIONS TO ALLOW FREE DRAINAGE OF THE SITE. ~ \
~ q' i ' V f l ? 'I ~ ~ T! ? m T I A 9 ~ i f r s~ o ' ' ~ ~ y' TECT ALL EXISTING UTILITIES INCLUDING SANITARY,
1p ~ ~ ~ ~ ~ ' q-9 ~ ( I ~ i ~ j t f 4j~~r t' ~ ,f 4. CONTRACTOR SHALL PRO ( ~ \ STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL.
s I € s f ; a ~ ~ ' ~ GRT = 816.46 ~ ~ \ ~ UNDERGROUND UTILITIES .EXPOSED DURING CONSTRUCTION OR THOSE LEFT WITH
~Y,A r p l , ° ,.I # t d 11 r ~ ~J' r° r•' N 1 i f r'~ / f ~.i' DO a' ~ ~ ~ VER SHALL BE RELOCATED AS 8 , ~ ~ ~ ~ ~ LESS THAN ACCEPTABLE MINIMUM EARTH CO ~s ~ ~ _ ~ i HITECT,
t~ ~ l ~F ` ' ~ , f r i t I , ij 1 r' f,r ~ e f 1 ~ d' ~ \ ~ DETERMINED BY THE ARC 8 L,
~ ~ ' r I i~ r ~ } ,A ~ ~ °'-'~"v' STEEPER .THAN 3:1, UNLESS INDICATED OTHERWISE. ~ ~ 5. NO SLOPES SHALL BE GRADED
j { f t f f i ! f' W ~r. t a' .
N ,r., ~ ~ H BASIN. ~ y, L 1'' 6. SEE DETAIL 1/C303 FOR CATC
f, f' r, f s I CI-11 r f r 'z \ 6.8 'VJ ~e t . 3 ' ~ 32 ~ ECTION FES . 4~ ~ ~ ~ 7. SEE DETAIL 3/C303 FOR FLARED ENDS ( )
N~ I f ; f , x GRT - 813.2 `l S~ ;ti1 ~ ~ ~ '
` ~RF { ! ~ ' ~ ~ I I ~ ' s r' ~ ~ i ~ ~ ~ ~ ~ ? ~ 8. SEE DETAIL 4/C303 FOR CROSS END PIPE SECTION (XPES). ~ ,
~ i` t , i j f 3~ t i , f f ,t ~ ~ ~ti ~ ~ CONCRETE END WALL.
r I 1 i r• 1~ ~ 8~8 \ ~ 8. SEE DETAIL 5/C303 FOR
~S ~ t - F . ~ S.. R MANHOLE. 6?. 8. SEE DETAIL 6/C303 FO
I E } t - r 0 1 1q ~ it ~ t i I ~ , ~ , ~ i r • ; _ s 0 19.7 f 8 T r i ~ , ` `ti. 31, ~ S8, .w„ f ~ ,
, ? ~ { E ~ ~ t i f N i f a " f I ~ t ~ ` \
; , ! ~ a ~ ~ i ~ ~ v I E i 1 ~
~ , f L, \ ~ ~ ~ 'i i i ~ ~ ~ t L
iw k t i ~ ~ ~ - i { l t y , w.. ~ ~ CI 3 ~ z ~ , i ti ~ , \ r t i f' t t l i ~

824 ~ ~ , - ,,,.-".y
w ~ ti,
• ~ ' ~Y ~ ~r~' t i, S tP ,i ~ ~ t i _y
• t w_ f• 1 ~ I i '
~ ~ i ~ ~ 3 i ~ ~ ~ t ~ ~ ~ ~ GRT = 813.30 ~ CI-17
~ `t ~ GRT 821.80 i. _ ~ 1 ~ I
F I t ~ 4 ~ i [ s ~ ~ i - `v 'a Sr, ~ r'' ~ 885
~
„v t ~ 1 f m._ RIM - 821.50
t r
't ~ ~ ~0 ~ GRT = 806.8 _ , ,j : ` /ryy~~ GRT = 620.24 ~ '~W r.... " . , t... t ~ K..... t " /wy
W b E f J ` ~
GRT = 821.60 ~ ~ 5. , ~ w..._ , ' ° Sfr '.:a,....... ~ ..V. A
f - t . ~ C`k , ~ , k 3 t~ ~
~ r ~ i ~ GRT - 612.73 1' r - , ` . , . ~j Tru]1LL~6,,LL~L
~ l F \ P.h 3 _ . _ , ~ ~ carte _
r t ~ , , t • : q 2 r _ ~ . . ~ ~ ~ ~ ~ . Co orate Hea r
f ~ E t 16 r p • _ ~ GRT = 803. v ,,b \ ~r..y ~ '4 ~ . M-~ inston-Salem NC ~ W
FES 6 ' ' ~ , r'"~ •t ~ GRT = 817.20
` ` ~ i s au°zan~uet`..~ l ~~y ~ ( ~ i ~ ~ 5 _ ~ GRT = 818.9 2``
S, l ? ~ ~ .+r'~ CRS#~V OpC~S / T ~ . ~ y r ~0 818 ~ - ' ~ , .F ,
~ i ~ P r °816 s ~ ~ ~ ~ - ~ ~ MH-101 i f i ~ CI-26 ~ • _ - , • .w" GRT = 822.07 . r-
` RIM = 791.00 , 8p ~ A d ~l ~ ' y i'
1. i ; , E r e 5 # XPES-2 .r~' ~0' 1. ? r ~ ~ I l '
i ~V ! / ~ i v, i , ~ D 8~8 . 1 GRT =825.56 ~ , ' f
i V • , ~ " ~ ' ~ 793 ~ ,f ~ ~ 8 ~ ~ ~ i ~ , t r•w t ~ ; . ~ ~ ~ t ~ ~ ; r' , ' lRI16CIPAL Ih CHARGE ~ , . v ,
3 ~ ~ ~ ~q i ~ a ~q , , ` ; .9' i ~ !(I isF f t O .w W," ~ ~1 .x ! Q1 f I , v...,.m r
$ ...s,, f ~I 111E ,.w f ~ f ~ t \ ~ ~ t i ~ , M G ' PRD)BCT ~GER
Y j / David Powlen
' t ~ , , 1. r 1 l~ ; E i f ~ J i _ ' °w
.M DI 19A r I, _ I !i DRAWKBY
\ t XPES-3 _ p8 7 \ GIRT - 807 5 i~v 7s~ MH-102 f _ t / A. Kraynak
GRT = 813.18 cp CI 34-FU1R GRT - 826.6
RIM - 797.00 DI-22A G NO, REASON DATE CI 22 i ~
,ti w ;t' j \ GRT = 807.90 G 17.90 GRT - 809.00
6¢ 794 r w. ~ r 0 B 80
f I 14) ~ .f i.
S00 ' MH-103
RIM - 799.00 ~ MH-104 ?
RIM = 800.00 DI 1 q-21 3-21
\ GIRT 807.80 s " q \ ~ GRT 807.50! IRT = 807.50 17 i
- p TIMOR RE oYFR c; CI-30 o• I GRT 820.18 `
BUFFER w. [DI-20 / l+ f I
0 h\ y - GRT - 805.00 r f ,r'r 1 f r /
GRT = 809.53 01 ` / , r ff
wit-
,wER E _ ASEMEN IM - 807.80 = 807.80 q-33-FUTR ti
T 822.27 ,r GR `
I GRT = 814.88
STORM DRAINAGE TABLE
TABLE STORM DRAINAGE TABLE STORM DRAINAGE TA CI-32-fUTR LL
FROM PIPE FROM PIPE FROM PIPE TO SIZE LENGTH SLOPE INV INV STRUCTURE w 7.~ ..w T M GRT 819.84 r „ GRT = 820.50`
FROM TO SIZE LENGTH SLOPE INV INV STRUCTURE FROM GRATE ELEV FROM TO (in) SIZE ft LENGTH ftft SLOPE INV INV STRUCTURE) GRATE ELEV in ft (ft/ft) IN OUT „~w ROUGH ARE OVE STORM
IN OUT GRATE ELEV in ft (ft /ft) OUT 16 812.80 818.50 * CI#34F CI#33F 15 115 0.040 822.67 818.07 826.67
0.050 788.50 785.98 800.28 C?#12 CI#9 15 68 0.020 814. 57 0.040 817.87 815.59 822.27 CI M. CI#1 FES#1 15 42 11 CI 0.010 809.16 808,35 813.20 * CI#33F CI#32F 15 --i FES-4 MH 35 _ DRAINAGE
# #8 15 81 * CI 32F D1#31 18 149 0.015 815.34 813.11 819.84 .m ~ ~ RIM 820.50 4 ~V o 2. PLAN
HDW#7 CI#38 48 27 0.022 788.00 787.41 793,50 15 148 0.015 812.91 810,69 820,50 CI#10 CI#9 120 0.025 815.80 812.80 819.70 D1#31 CI#29 18
CI# # 37 48 24 0.022 787,41 786.88 794.45 CI9 CI#8 15 85 0,050 812.60 808.35 816.46 CI #30 CI#29 15 100 0.055 816.35 810,85 820.18 CI 38 # w " n.
CI#37 FES#6 48 39 0.022 786.88 766.02 794.45 CI#8 CI#7 15 62 0.020 808.15 806.91 811.96 CI29 CI28 18 109 0.045 810.49 805.58 814.88 Q#7 CI#6 15 69 0.055 806.71 802.92 810.44 # # - 4 ~ r Y,. 5 . x.. 3 39"
801.94 806.50 CI#28 DI#20A 18 54 0.045 805.38 802.95 809.53 30 138 0.035 823.00 818.17 827.50 ap CI#5 18 73 0.010 802.67 w" _ " _ tat
HDW#5 MH#36 0 CI#5 CI#4 18 70 0.025 801.74 799.99 807.39 CI#27 CI#26 15 70. 0.045 B21.60 818.45 825.56
MH 36 MH#35 30 9197 5 0.020 817,97 814.03 826.5 24 254 0.005 799.49 798.22 803.89 CI#26 CI#25 15 70 0.045 818.25 815.10 822.07 # MH#35 FES#4 30 95 0.020 613.83 811.93 820.50 CI#4 CI#3 I3 CI2 24 172 0.005 798.02 797.16 806.00 1NV. 788.8' " w• _ Q t
C # # CI#25 CI#24 15 35 0.045 814,90 813.33 818.95 STORM DRAINAn-E PLAN
OS11 MH1104 42 30 0.010 790.60 790.30 797.75 CI#18 CI#17 15 143 0.010 817.56 816.13 821.60 CI#24 CI 23 15 85 0:045 813.13 809.30 617.20 132-6958-00 SCALE: 1° = 40'
MH 104 MH 103 42 35 0.010 790.10 789,75 800.00 CI#17 MH116A 15 44 0.415 815.93 815.27 821.80 CI#23 CI#22 15 94 0.045 809.10 804.87 813.18 # # TOP Y.I• 794,95 ~ INVERT = 793.60
M 9.00 MH#16A CI#16 15 126 0.015 815.07 813.18 821.50 D1#22A CI#22 15 73 0.005 605.24 804.87 807.90 H 103: MH 102 42 104 0.010 789.55 788.51 79 # # .31 786.02 7 CI#22 CI#21 18 40. 0.035 804.62 803.22 809.00 97.00 CI 16 CI 15 15 143 0.030 812.98 808.69 820.24 MH#102 MH#101 42 104 0.022 788 # #
MH#101 FES#B 42 20 0.010 785.82 785.62 791.00 CI#15 CI#14 18 70 0.035 808.44 805,99 813.30 CI#21 D1#20A 18 22 0.030 803.22 802.56 807.50 CI#14 CI#13 18 90 0.040 805.79 802.19 812.73 DI#20A D1#20 30 115 0.012 B01.33 799.95 807.80 40 20 0 40 80 -,.-E "ATE
w.. 18/03 C401 12
CI13 CI2 18 70 0.040 801.99 799.19 806.84 D1#20 D1#19 30 127 0.012 799.75 798.23 805.50 DI#19 D1#19A 30 60 0.012 798.03 797.31 807.80-
« CI #2 XPES-2 30 42 0.005 796.66 796.45 803.16 DI 9A XPES 3 30 56 0.012 797.11 796.57 807.75 SCALE 1 ° = 40'
INDICATES RCP STORM DRAINAGE PIPING WITH "C'-RING" GASKETED JOINTS.
UNLESS NOTED OTHERWISE. * INDICATES FUTURE STORM DRAINAGE PIPING, NOT THIS CONTRACT. NOTE: ALL STORM DRAINAGE PIPING; CLASS III RCP,

ww.littleonline.cam w
Thu draadng aad the dea8n rbmrm a,t the property
a Little Diuemfred Arrbitec~ral Coarrrhiag. The
1 repinductma, g or other are of tbu draa+rag
mitboat their written canaeat is pmbrbited and orry
i meat wiU be mbjed to legal action, gage
© Little 2003
~ ~ ^
~
~ ~ i
u.
n ~ ti \ ~y
,t 1
m 'ti.
v l ~ ~
21.41 ~ ~
~ 'a •ti r t' ~`y\ v,~

w. 1. shy way y`^ ~ .....w
22
22. F8 I ~
~ 21.45
20.70 22.45 % l ^ 4„ ,
' ~ : 22.06TC
21 8HP 21.45 ~
_.x M~,.. . X1~45
22.45 E .64 22 ~4
} r r---- ' 22.64 _ ;4 ~ ~ _ ~ rr?
i 22.08TC , ..w w.. ~r~,~
20.81 `til n..w ~ ~
o~ o 22.45 2.64 , ~ ` ~
~ . !
~ ; ,r 21.90TC ~ 2~': 0
~
{ •~Y\ . v...
22,4 x'3,00 ~ ~
t 2 .45 22,64 \ ` ~ \^\V, . ~ w by i` \
21.95 23.0 ~ - mm ~ r T y~. V ~ ~
•'f 18.00
/ w .......u~...
f 23. ~
18.00 9 . - I 0 M
1 ?0 22.88 ` . V V ~
14.op 22.ao ; 17.2'°.
1 ~ ~ 14.00 22.64 ~ CAR
0
10.00 ~
~ ~
~ 1 D.00._ X85
• d.
• 23.00 ~ ~ ~
~ ~ ~ P 2.33......_.._..._..._._.. ` r.~
7.00 I ~ 14.00 22.92 ~ 7 ~ a ~S o3 15.
• ~ , 23.00 22.84 , J 22.78
r. 4.00 ~ _ 78 15 : ~ Tw 23.
• - 6 " Bw 22.78 ~ Trultant
t ~ 22.7 0 17.81^ Bw 8.5~~•. '
9.00 ~ ~ ' ~ ~w. Corporate ea qu e 17, 4 5 I'
i ~ 8.80 v C 1 - alem N stop S Win
V r"f j e ~ „ti ~ , N
t F Bw 9.OD "w,,,
,75 8.50
Q7 _ ~ 1 .6 .W_ . 5 Tc 13.33
. ~ O 7.90 TG ~ ~ ~ 3
00 . s ~ ~ i r- S 12.8 c 05 ~
.W r 9.00 ~ B. 5O ^ Ai IN CHARGE
~ ~ B 55 rxmca C un Gamble
' l 7.00 ~ err' f t~ J
li 7 d 1` PROJECT MANAGER
9.00 f - .~.~.m.. M ~ w David Powlen ..v Tw 11.16
_ .9.00 8.90 Bw 10.16 nRAauNeY
~ 8.50 A. ICraynak
f,, ~`K.^ ~
w ~ 1 ~ ry . n O ~ -u._. ~ nEASON Dnre
i
i
' Tw 8.90 al 9.36
Bw 6.90 6.2( [8-33 6.6 f 1
- 7.00 M... _w Tw 8.90 z Bw 4.90 6. ,
m - Bw 8.13
5.62 5. • CC • C VI/ .25 w*."u r
Bw 8.33 c O 4
5.20 ( 5.7O 6.10
5.38 20 Tj~or
' 5.10
Bwy Ya.50 80 . 0
804
LAY F •
5.10

7E;NLARGED
i GRADING
PIAN
it
ENLARGED GRADING PLAN
CALF: 1" = 20' S
10 0 20 40 713:2-6958-00 20
12/18/03 C403 SCALE 1" = 20

www.littleonline.eom
Tbir drawing aad ~e dedga rbowa are tbe~roperly
of little Diced ArcbitetlXral CoarHlkag. Tb¢
ropyiag OrOtllef are Of thlr d?awiag witbeut tbeirwrittea corueat irprobibited aad aay
iafiiageateat will be rubjeit to legal artioa.
Little 2003
_ .0 MIN. TOP OF BERM ELEV. 800
3 ORIFICE SHIELDED)
TRASH RACK
TOP OF OUTLET STRUCTURE ELEV = 797.75 ~ z
~ MH # 104
100 YR. ELEV. = 799.00 PEAK FLOOD WATER ) Q-
TEMPORARY POOL. ELEV. = 797.75
RMANENT POOL ELEV. = 796.00 PE 42 OUTLET PIPE
,rA
.BOTTOM ELEV = 793.00
~ f°~ ~a
INV. ELEV. = 790.60 , ; I E
E ~ t r'` r'`
POND DRAIN i
5'X5' OUTLET
STRUCTURE
{SEE DETAIL)
OUTLET PIPIN
REFER SHT. C401)
SCALE; NOT TO SCALE
t f,
i ~ ~ ~ ~ ` 3,. ~ 1 "h ~""h
t r ~ ~ f" E iy,~ ~ .t ~ E ~ ~ i i t N
a e a ~ ~ ,1 ~ ~
~ i w.. }
i j # ` r ~ 'j ~ J r ~ v t k ~
i :s r E r.:• f ~ X s' ,n'' ~ ~ / E ' i
t I i i f r ~ ' f ' ''t 4 t ~ . / + ~ ~ ~ t 'f t } !
E E ! ~ F i Ff ~ 'i 1 s ° ~ " d ww i ~ ,
~ ~ i ~ i~ ~ t a ' s'~ ! r f ~ ~ t } f F1
~ t j' i'. 1 ~ f { t ~ I?/ ~ r ~ ~ ~p
L ~ f' ~ ; ~ r Q ~ M
~E ~ f V~
i ~ ~ Fi f i ~ ~ r3 y' f ! T {i / 1 f F ,f j ~ t ~ ~ ! { Q
i~ ~ ~ r % f ~ ~ ~ i, t , ~ r e (rt F { SS f 4
~ f ~ r ~
~i i r s / a~' ' ~ ~1 ft 1 " w µty"~
E z± TEMPORARY POOL. LIMITS , ,4 ~ 1 / ~ ~ r E I JI?~ITS ~ ~ :.w
~ I ELEV.-797.75 ~ f r ~ 1flt1A9rPIMllo~ V '
} , / _ t t f r :~~rr~`~5`- a ~nl
~ / ~a`~aan`'~aa°~~' ~ PERMANENT POOL 1 „ , r ~ ` ee ~S$!Q e q .r' 8 ti: 0 4 F N 9
i Ji • ~ / ~aa:~~,c.aa~~t,s~an ~ ~ f` ELEV.=797.75 ~ r~: 0 9°, k 6 0 ~ ee { ~ .Q .
i ' , ~zua"a~;.a~~ aka o? ~ POND INLET 1 ~
. - ~ `a: 027069 ; 4 i . ~ ~ ~ Q`
t I R t V i ; _ A r , 't
i V ~ 1 1 ! ~ e t ~
28x15 x18 CLASS II 6 ~'S RIP-RAP APRON 1i ~ ~s ~ ~ . 1~ 03 ZI ~ 't
SEGMENTAL BLOCK _W~.
s 1 t ~ ~ ~ RETAINING WALL r ''w. ~
v\ E O 6 i ~ ? s ~
't ~ .y ~ ~ i i d 4r R: \
t ~ , 1 t ~ ~ ~ ~ •~.r„ ~S ~ t w. . fr r Truliant - s
t E J , 4 _ t to Head uarter ~w Co ora
~ ? ~ C~`, E i FOREBAY ~ ~ ~ ~i i ~ t ~ ~ ~ ~ q
~ ' . J ~ 'Q ROCK BAFFLE ~ w 'ti. mston-Salem NC W sue~ERCEO f-
9~ ~ i t ~ ~ . ~r'' H / i
~ ~ PERMANENT POND BOTTOM ~ , OTTOM i
EL s'' , ~ S ~ c
~ , 1 \ f Y 2
Q 225 FOREBA ~ m w Q ~
l 1 ~ w : ~ ~ ~ ~ r ~ `
\ y s ~q ROCK BAFFLE ~ ~D ~ ~ Q • PRIIvQPAL IIr CHARGE ~ LET ~ <<~' E ,
`1 1 ` ~ \ - • ~ ~ , ~ SUBMERGED) ~2 POND IN #2 ~ ~ im Gamble O _ ~ ~ ,l ,M,, f
\ , ~ t yew" 4 \ \ ` ~ 1` J `V~., t 1, . ' r' ~ PRO~ELTMAhAGER
INV. 773.61 1 ? '',1 ~ ~ t ,F, Davi Pow en
\ ~ ' ~ ~ ' ` DRAIN "OUTLET STRUCTURE \ ~ ~ 6 D.LP. POND STRUCTr,1RE ~ ~ +
~ EE DETAIL TAIL ~ .f° DRAWI~BY
? \ A. Kravnak
-OUTBUILDING
ETAINING WALL, ~w
7 794 -794- FOUNDA?lON/R no. xe~son Hera
o , ~ ~ OUTLET PIPING w....._ SEE SHT 0481
\
\ , \
11\ 9 =-7 9
.,.W,.w Ono
••.h4 4~ GRASS/VEGETATED SLOPE,
REFER TO LANDSCAPE PLANS
A RE _ 1 804 i
w..
FINAL
WATER A QUALITY •
w, POND
AND FR r .
DETAILS
WATER OUALITY POND
SCALE: 1" = 20' 132-6958-00
TY POND - PLAN
SCALE: 1" = 2? 20 10 0 20 40
SCALE 1n 20' 12/18/03
C501
NEW
i

NED RS_g '
1: 2~~~ .g9
~ ~ ~ 0~ 1 , ~
0~5 G
GR ~,P ~ 0
R~0 G
SIOEWALK TO NATCFI FUTURE SIDEWALK
• '~q"E {LOCATION BY OTHERS) N80 07
~~Q www.littleonline.com
4~.~7 9y ~ '~s ~d,ti
i C` ~ W
• Tbir drawing mid the dengn rhawn az the properly ofli~kDn~¢rsifredArabik~rn'a<Consxlkag. Tb¢
3~ - ~ a ~,5~: f,..~ ,r.... ~ r ~ ~ s rrpmdurkon, mpyrng ar other rue of thu drawing
. l r witboxttbeirnritkn ronrent it prohibited and aray
0 „E , 9 infnngenrerrtsail be,rxbfed to l~al action.
3 _ . © Little 2003
T F EN \ ~ ~ I R E p,SEM S WE ~
2b'
I~ ~ ~ ~ ,.I
xl \ I \ ~'I
A ~ I p
Irn ~ ~ j - ~ .
ti ? I ~ , 12 C ,
f~, ~
'~t ? I ~ CO N x~ Irn r ~ ~
I ! ~ ° ~
rn
•i I u `
> I D ' 'r° \ \ 5
I ~ ~ .R~
( 9
° 38A I ~ ~ 1ST ~ ~ 6S B9,
R ~ p ; , 36 ' ~o. ~5 ~ rp ~ . ~s 3s ,
~F s.a R5 ~ q3,
I ~ ~ 9G ~ 58.. I / r F
x ~ f
~ ~o• 4 ~ . i oo
, ~ I ~ ~ ~ ~ 's~ . ~ ,
N 845478.2 92 / ~ 1.-;, ~ ?
16569.734 I o ~ ~ ? E 1fi 41I ~ ~
~ ~ ~ e X P?
L~t57. ~ ~ ~ ? - .M _so 40, ~ \ 83 iN ~ ~ ~ E Ro87.00 ~ $j ~ ~ 6 p AA
i ~.~$2a 0 ~ 6 . / N7 ~ F6 ~
~ ~.~rF sF ~ ~ . ~ ,
~ ' ~ ~e ~
S \
x I ~ ~0 / ~ ~ ? \
N 845407. 56 I ~ ~fy\ ~
E 1616558 17 / 9' h s? n~ ~
30 Q- ~ ~ ~ ? m ~ ~
I ~ ~ 3p / ~ S c ~ \
I s'6fy~ ~ oo ~
x / 9 s~ ~ '~o a 0, S. ~ 5 0' ~ ~ ~ r `
I ~ ~ ~ , i
3 alm I ~ . , S 3 ~ ~ N R ~8 \ ~ ,
I . ~ S ~ ~ ~
I ~ ~ S '~b I o, ~ ~
I 1 A ~ 30 ~ ~ $ .5 ~ a ~3 ~ 30.5 . ~ 6.g4 ,•rPl ~Q
I o~ N^c o 9 3~ S ~ 0. ~ ~ x d o as o ~ 5 30. ' ai 3 'S~ 32 ~ LINE TABLE S~
I .,I.. ~ o / o! ~ y 5 g N e 5 03.7o3e 3 e 5 03.7o3e 49 ~ LINE LENGTH BEARING \ .52 ' 8"E
W~ f 0' S I ~ ~ ~ E 161727 .2 13 I g 30, 5 ~ 30.5 , 'a 5' R20 181727 .2 t3 \ Lt 9 N77 48 2 L2 9.76 S62'31'58°E
°o a~ R~1. ~ ~ ~
~ \ - ~
I I t. • ~ ~ ~ R ?y .237, \
I ,dP. ~ R`~8) S8~ ~ F
I f ~ ~ I / 1 ~ o x I / 5290.9309 ~ ~ ~
r I E11 I ~ ~ R10 R , E 16 02.1277 ~ \
I ~ ~ ~ `ti0 ~ , ~3
i $ '@ o ~ ~ h ~ J ~ h ~ 2 ~ >z ~9 ~ ~Q ~ ,
t ti R ~ \ 2S,
`o ~ \r I I ~
d' ~ ?a I ~r ~ ~ ~ ~i•
~ h ~ i I o" 4 ~ ~ ~ ~
I - a ~ o 9M
x I 1 ~ Rq5 N S~ ~3j~ ~ .8 ,A
~y ti ¢
1 0 _ aaao ~ ~ 1 s,. ~ ~ N 845195.90 ` ~ "
7 ~ ~ 1617484.7796 S68 ~ • .ps ~4 S a , _.y,,
~ ~ R ~ ~ p. dg ~"f g • ID \ N~
~ o ~ ~ ~ 6 .5049
O' ' 857 16 0 ~ 16 ' I 1
'rte, . v ~ , i' ~ ~ ~yt
I lo, ` , SF : u; BUJ
I ~ ~ ~ t ~ h ti o 0 718 ~ ~ ~ . Q
I 0' R ~•4~~ N 845145.716 ~ ~ 0 117185.1909 2 ~ V . , I I N 845143.4001 , ~ .1909
Qs, ~ HORIZONTAL CONTROL P01~ r 4L CONTROL POINT •~~~•ti„ E 1617619.2699 , I 't
' I ~ 0 SEE ARCHITECTURAL DRAWI k I 0. FOR BUILDING STAKEOUT D ITECTURAL DRAWINGS ~ r'. ~ r~ I~ ZING STAKEOUT DIMENSIONS I
1 0 A 1 ' 13' 9' 30 30.5' , ~ ' , \~r,. ...fir` ~ ~ 3 .5 , 9 30.5 30.5 9 30.5 30.5 9 30.5 3 . ~ , - ~ lS' ~ , ~ <
s• ` ~~.5°? i \ ~ r}~p ~ 824 ~ P
~
~ ~ .;FR Truliant ~ o ~ . . ~ FR 1
h ~ CK F ~1~ ~ ~ _ - ,f r•~- ~ Co orate Hea carter ~ ss q o ~
SE~p ~ i +w ~h~ ~ m NC
~ ~ B~0 ~ ~i . ~nston-Sale W , 1 f i.... 2 t t 4 tl..! f^ .w.... ~ ~ ~.dw I
~ 6 ~ ~ 1 r. ,
• _ ..1~ g S ; _ b
\ ~ ~ . 6 ~ / ~ i~ i ~ h r _ - ~ . ~ ; , , _..w.~.
4. g9' ~ . 'Q N r /
~ ~ \ ~ ~ 6S .w ~ ~ tq
~l ' ~ 14' • ~ ~ 233. /r .:r ~ ~ a , $ ~
\ ~ ~ ~ 'rj,' f
~ ~ INV. 773.61 ~ ~ , im Gamble ~ i ~ .I ~ )
I ~ ~ ~ 6 r., j;., ~ ~ t I; 'F ~xo?ECrnt~sn~nc~t
~ HORIZONTAL CONTROL POINT ~ 8 w ~ , • / • ` ~ d Powlen /'~Y~ r'.. ti.......,
5EE ARCHITECTURAL DRAWINGS Ns4. ~ *M r, Is• ~ FOR BUILDING STAKEOUT DIMENSIONS , ~ F ~I~ J 0 ; ~ a
o ~ ~3" N 844941.5706 ~ 0~ w ~ f ~ , lP s` ' I R TAX BLOCK 3 , ~•.aY;~~~ ? • o Adam Kraynak
E 1616959.6642 0 L4, '~F ~C , o / ~ r ~ ~ ~ ~ BOB
s \ i ~ i:.__!, N 844966.1707 ~ 4966.1707 ~ , / ~ ~ . ; / ~ , I
N 844946.0333 F7192.5686 D9, NO. MASON Dnrs
E 1618814.55 E 1617192.5688 I
N N cn O 0o t
N
20' TH N OROOOHF 7g 5' S• rm C'
2 RL 9U 90f if ab R I ;
_ ._..w.,. AY FFfR O 0. r"J D/•~, f• ~ ! lI I J J~
507 _ .~4"' 2214' 07
6.07 gall- ,n / ,f~ , 1,379 k'J h r
~ ~ EWfR E ~ 1 8 W /l.. 1 m 81.02'
N 844855.46 _ . ~ ` E 1617220.5 ~AH N 844855.4685 / i V I~1 E 1617220.5453
z. Q m N 38-52 -09-- E
N79-08,03 .W r , CONC MO
WITH ISK
TAX BLOCK 3807 LOT 3R 4120' THOROUGHFARE OVERLAY BUFFER;
38 389. RALPH C. KIM F _ ~ , ~ 1 DB. 788 PG. 37
l - J f` 260.16 S89'4
. N81 •43•39°W Centerline/ , n
i9OUND . .„Y 1'14'13 E Q . [ S . Stakeout
38.59
TA w Plan INV. 788.8'
40
SCALE: 1° = 401 132-6958-00
40 20 0 40 80
7L=7mM"6=Mmj 12/18/03 SCALE 1 ° = 40' C601

~ P
~ G 0~ ~0
3

~E • ' YO a AND STRIPING TO CONFORM TO THE MANUAL A. ALL 1RAFFlC CONTROL SIGNAGE
,07~ ' ON UNIFORM TRAFFlC CONTROL DEVICES (M,U.T.C.D.}, AND GUTTER. SEE DETAIL 13/C802. 1. STANDARD CURB
47 ! ,
~ ~ ~ NGES IN FlELD CONDITIONS THAT SIDEWALK. SEE DETAIL 70802. NTRACTOR TO COORDINATE ANY CHA 2. CONCRETE / B. CO ROCEEDING.
3. ,L~ ~1--::. ,..u~- MAY REVISE THE DESIGN IMTH ARCHITECT /ENGINEER PRIOR TO P
71 ,~+0~ .fef% y.. J R t'.,. 3. 4' WIDE PAINTED CROSSWALK. SEE DETAIL 8/C802.
\ N i~ A~ Gp• a, c d~ i" y • ~ ~ / , . ' ICK 3600 P51 PORTLAND CEMENT C. NEW CONCRETE SIDEWAU(S SHALL BE 4 TH " ETAIL 6 C802. w w w. l i t t l e o n l i n e. c o m " " 4 4 WIDE PAINTED PARKING STRIPES. SEE D /
\ S C- ,r i; ~ ~ b CONCRETE OVER COMPACTED WITH 1 DEEP (1 8 RADII) GROOVE .
Imo, \ 2,x,0.., J ~ T JOINTS C.J. AND 1 2" EXPANSION JOINTS / AT INTERVALS INDICATED 6 C802. ( ) / G SIGN TOTAL OF 11 . SEE DETAIL / • IN NO CASES SHALL EXP. 5, ACCESSIBLE PARKIN ( ) Tb%rdravrngaAdtbe~kogn ply ON THE PLAN AND ABUTTING ALL RIGID STR CTURES.
N ; EASEME 2 NG EXCEED 30'-0' ol~~D;~r~'~rc~~"u~g• r~ JT, SPACI
S E~ \ 2b~ ~ ~ \ . 'VAN ACCESSIBLE PARKING SIGN. (TOTAL OF 4). SEE DETAIL 6/C802. orotberano thtrdra~vm 6 ?e~»od~utwn, ~op~rag ,f g
• ' I cr ~ ; ngE;a \ D. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING witbouttbeirwnsteacmuerotiapmbibitedandar~~ 7, HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 3/C802. to alac!wn.
VI O, Ra`UROUbOS9 (pRh•If..C UNLESS. NOTED OTHERWISE. ur~r~gemantugllbe ~ ~
~ w a ~ , E 3'-0" UNLESS NOTED OTHERWISE. 8. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C802. (~liale20D3 E. ALL RADII ON CURBS SHALL B
I m ~-0 R^~. _ ~ .
o- a m z ~ SPACES DELINEATED BY " ~ " ON PLAN) SHALL g, HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C802. F. ALL ACCESSIBLE PARKING
Y APPROVED RESERVED PARKING SPACES SIGNS A5 PRESCRIBED BY THE DISPLA D FOR USE TURAL DRAWINGS FOR DETAILS. MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES AND APPROVE" " i0. CONCRETE ISLAND. SEE ARCHITEC
'r1 ~ b , N R7-8D "PENALTY SIGN AND WHERE APPLICABLE VAN ACCESSIBLE (R7-B SIG , DETAIL 10 C802,
~ I ~ h., \ 4 TO BOTTOM OF S1GN IN LOCATION ONCRETE WHEEL STOPS (TOTAL OF 15), SEE / SIGN). HEIGHT FROM FNISHED GRADE 11, PRECAST C
I N :z ~ 1 - ~r SHALL BE T-0".
f~ .~.w}.,. I ~<r ONCRETE PIPE BOLLARDS. SEE DETAIL 5/C602 (TOTAL OF 6}. 12. C
~ ~ ~ ~ WORK WITHIN THE RIGHT OF WAY OF ALL ROADS .AND HIGHWAYS SHALL BE IN G. ALL S OF THE N.C. DEPARTMENT ANCE WITH THE STANDARDS AND SPECIFlCATION 13. CONCRETE RAMP W/ HANDRAILS. SEE DETAIL 1/C803. ACCORD Y DRIVEWAY AND
, . ~.r•• ~ OF TRANSPORTATION. CONTRACTOR SHALL SECURE ALL NECESSAR
I ~ 7 \ 8~ T PERMITS PRIOR TO CONSTRUCTION. PROVIDE TRAFFlC CONTROL ND BARRIER RETAINING WALL, SEE DETAIL 14/C802. ENCROACHMEN 14.50U /
,s. ~ is 9 ca\ 6 Q ~ 4 y ~ c 3 , IF NECESSARY DURING CONSTRUCTION WITHIN THE RIGHT OF WAY. ' FENCE. INSTALL 2' OFF OF PROPERTY LINE. SEE DETAIL 15/C802
I ~ ~ , b. 63 S ~ F r SS;6~, 15. 4 HIGH WOOD
~ p~, TEPS. SEE DETAIL 11 C802. 16. CONCRETE S /
I ~ 6~ s8, 2 27 1~ ~ F~ F ra::::~..:. , ~ FQ
x ~ o~ 17. CURB CUT. SEE DETAIL 9/C802.
, . ~ o - - ~ , , LL WITH GAURDRAIL. SEE DETAIL 12/C802.
2>, o s ~6, 17 2 i I ~ 18. RETAINING WA
ti q . I ~ t 28 ~ ~ ~ SEE SPECIFCATIONS. 19. STAMPED CONCRETE PAVEMENT. PATTERN I~
I SQ ~ ~ ~
I • _ x 28 \ \ l X 0, STAMPED CONCRETE PAVEMENT. PATTERN #2, SEE SPECIFlCATIONS. 2
. - I MENT, SEE SPECIFICATIONS,
~ J 21, COLORED CONCRETE PAVE
' . la:::::::.:::::::. Fe ~ 22. MOUNTABLE CURB AND GUTTER. SEE DETAIL 12/C80Z.
4 t
® C~::~:::~::~::::~ ~ ' ~ ~ 23. ROLLED CURB AND GUTTER. SEE DETAIL 13/C802.
0 27 qck \ \ e V ANDARD CURB AND GUTTER TO ROLLED CURB. AND GUTTER. 24. TRANSITION FROM ST
x 30 _ 1 ~ ~ ~ . B ~ s . ~ SEE DETAIL 2/C803.
I ~i ~ £
® 17 28 \ DEWALK. SEE DETAIL 4 C802. 25. DEPRESSED ACCESSIBLE SI /

N I ~ n ~ \ 26. PAINTED 1RAFFlC ARROW. SEE NOTE A.
ti x 2 27 ~ ~ 1 ~ o \ ~ 27. PAINTED STOP BAR. SEE NOTE A.
~ ~ ~ 15 ~ .
I ® 1 ~ ` ~ ~ ~ 28. STOP SIGN. SEE NOTE A. ~ 8
" a " ~ Y ~
~ ~ o o \ ~ ~ ~ r~...- 29. DO NOT ENTER SIGN. SEE NOTE A. ~ \
~ ~ ~ 27 ~ J ^ . I I \ ` ~r.~ ~ „ 30. ACCESSIBLE CURB RAMP. SEE DETAIL 3/C603.
I ~ 1 ~ 17.5 36 6A W ~Q ,5132 E S~4 1'~ 31. RETAINING WALL. SEE STRUCTURAL DRAWINGS.
_ _ ~ ^ ry o II II \ r: o II TYP, x I 8 ~ a o~ o~ ~9 ~
4 4 \ ~
f 32. GENERATOR AND TRANSFORMER PADS. SEE ELECTRICAL DRAWING , \ ~ \ a......,.~~
~ II a 25 29 17 ~ ~ ~r
I 1 2 ~ 3 2 2 a - S 2 ~ ® ~ ~2, ~ ,
I S 8'' ~ F
I - N r 26 28 X I - ~ ~ ~
3 ~ 27 y
X15 8 = 2~ , ~ 9
~ 3 5 I ~ 7 rQ .o ` . o ~ .
~ ~ _ I ~ 7.5 ~ S 30 2s
I ~ I 8 ~
• 28 ~ ~ .
~ ' ~ CONCRETE PAVEMENT.
~ ® ' ® ~ 3 I 'o. 9 27 . . i•: ~ • ~ ~ . SEE DETAIL 7 C802
- ~ ~ ~ 27 ~
{J 1
~ 4 1 ~ 1 •o ~ + + + + 25 np, 1 ~ ~ `I . $g _ 85 ~ • COLORED CONCRETE.
S,o + + + 6 • y n 4 S8b
17 27 + 24 ~ y g 8 F ~ SEE SPECIFlCATIONS
8 ~ ~
I •r + + F
I ~ + i + 4 8 ~e(p STAMPED CONCRETE PATTERN ~ ~ ~ \G S
~ I 8 24 + 'I x 0 ~6 t1 Fr8 SEE SPECIFlCATIONS CAR 7 ~ ..D~... , ~ ~'1Ck ~
I ~ ~ , sp 6 ~ ~ Sao
I ' ~ .o- s ~ o J o a r 8
'.1 .w ~'s O M N O STAMPED CONCRETE PATTERN ~2 :ac $85
I ~ 19 ' r II o b N ~ ii II a ~ I:: SEE. SPECIFlCAl10 S
I - w, A;,. A J 3 in ii
2 r ~ ~ - ~ u ::o: :.l
~ b'f'fi~~UwV4' OORy';fi r..1 l~'F ,~y i~..i ® a C. P
6 0 7~ tl x ana~opu~o~vo ~ : o~..: ~ . • HEAVY DUTY ASPHALT PAVEMENT ~Z I~'Qj 30 N ~ ~ ® it ~ ~ .
i ~ vtlu~s~c`~4R~~:~~ t 1 19 P~K ~ 3 a II SEE DETAIL 3/C$02. ..x.....: • N ~ r~ . . r
SEZB rA 6 18 3 N ~ ~ ».S~
N~ 6 ~ 5 ! : •
• d HEAVY DUTY CONCRETE PAVEMENT . r Truliant 2
~ :a ~ ~~~ti _ SEE DETAIL 2/C802. J 3 I:::.:.~:.. er _ orate Head uart Co
s ~ - 2 \ ~ , . q 17 ~ 2 _ 2
~ ~ inston-Salem NC s W
\ ° _ ~ ~ 0
. o,' 0 8 2 . u ~ti
\ ? ~ ``titi ~ it 4
~ ~ ? 16 NV. 773.61 16 ® ° o 1
~ 31 d . , , 32 7
a k ~
.N ~ s4, ~ 13 3 3 A varn~rro~r.mtt~uAx
. 16' 12 ~ ~O: . °j~. 27 a ® ~ Jim Gamble . a
\ 9 . ~f ,gyp ~ ~ N / PROIHGT mAIGAGllR
. ~ ~ a • ~ 14 2 ~ . David Powlen
~ 8 ;
.............A . 1^ ~Y1 17 ~QQ i ~ DHAWtvHY ~J'.:~
r~• ~ ~ : : 3 e~ _ I,~::•:..:::'I,_ ~ / Ar~~mKravnak
?p1
THCI 1 1 "a GHF,gRC ao " - A 2 0- B 'r. / s NO. REASON
w ~ v 0 3.p, BUFFER 12 DATU 10 27 f` ® 9. = 90.
ti , U 50 7.88 z;,.._ k'
20' ~ ~w.,, . SEWER 14
14 c "mb-.ft t /
4 8 3 1
_ IS
N79,0820.3 u,., w
20' THOROUGHF
9..3.7 389.37
60.16'
N81'43 39u
MAN- ML ff

IV VEfiswrA
40 Layout
Plan
SCALE: 1" = 40'
132-6958-00
40 20 0 40 80
7%mrmm%mmmj 12/18/03 C602
SCALE 1 = 40'
1

_
• _
I • . OUS SURFACE COURSE COMPACTED AGGREGATE 1__~ ; i-='- a , . , ' "~;.',.I~-_~..f-°=~i'' ~ ,._p~ ,h. 2 MIN. BiTUMIN BASE COURSE . ~ . NCDOT TYPE I-1, OR I-2.
~ 1 € . T I ~ ONTRACT THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY A. AS A PART OF THIS C ,
...m.~.~~. ; ~ ElQST1NG A ~ I ill ::'W I ~:R~, i'~ - ~ ~ EXISTING ASPHALT m LOCATOR SERVICE, AND DOCUMENT ANY OTHER TOP OF GRATE = 804.80 BELOW GRADE IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING
` ~ ,~aa ~ PAVEMENT PAVEMENT , ,---I I , , s a°a°"~:° PVC CONSTRUCTION. ANY EXI511NG UTILITIES AND BELOW GRADE IMPROVEMENTS
R tg R, A.0 n DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN
~ c ;a. " ' ` ~ ~~"`'l'~4~~\` A MANNER ACCEPTABLE TO THE OWNER. f; j''~'i,' N
' G`«,' AC! ~a ~ F Yam • 's£roe 7. ~ ~ yep ~ ;~a r. O ~ i t. .,k~ .t:37~1i ,f' •~',ti•,~d;.k t kxi~yd,,4 ddk lF,.aP.d I ~ ;;f c: AND
:~~-~s~: ~~~E~t~~- ~.~~i~;;° f:;_~.;~ NOTE: l~ ~ ~ ..t. I .~.y?.. ~t .,,e ~,r,.. ,~3": ~~,t.~... A led. , ~ . ^a=y;.:! - B. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTllRES, MIN. SLOPE = 1.0% d THER ABOVE AND BELOW GRADE APPURTENANCES ARE APPROXIMATE AS
~~;.,;.€~;.,,;{!.~~.~1~~=-., ; • CLEANOUT TOP SHALL BE ENCLOSED IN _ ,,....t: x . . .......t.,. , ~ _ BRiCATEO COVER • t ~ - ~ ~ ~ j _ CASTING AND OR FA 0 SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
-•'~~~~'1^~ ;~rF( ~ E~'~~~1'~ ASSEMBLY EMBEDDED IN 12 X12 X6 ' n~F.~ ~ I. _ DEPTH AS REQ D OF SUCH PRIOR TO BEGINNING w w w. l i t t l e o n l i n e. c o m
4-4I'- ° a ~ 6 6 ~r ' ~ CONC. APRON. a~a. a v n a r c.e o o ~ ' a.i~ _ ~.:~.~.Y„°~.. AND INTERNAL LOCATION, SIZE, AND INVERT ELEVATIONS FOR PIPE x CONSTRUCTION. a u~~- ' ~ W" SLOPE OF BOTTOM OF
otrya 0 ° ay°P ~ t ' . COMPACTED Y~,: ~n a c RCP ~ 2% and the din fbottm ~ tbe 15 DRAIN. MIN. SLOPE Tbudra~ n C. ALL PIPE INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF WINSTON- ~
~k~ ~ ^ SUB-BASE ~.i;";;. •;r1y-~.:f.. • ,_`:.,;t AT 1.0% Ol FOR PIPE BEDDING REQUIREMENTS. °~h'tdepi~nrrifiedA~rbiteduralCoruuhiag. Tb¢ SALEM STANDARDS. SEE DETAIL 9/CS
~ F _ ~ CONCRETE ENCASED ~ tepmdsttion, tttpytng oratherure of tbu draanag
PIPE S'riALi 8E N~O LESS ' NEW B DUCTILE THAN 4000 P.S.I. ~rtboxt tbar rmtten content it pmbibited and any ,,.:~rt n
~ ~ ~ IRON WATER LINE FLOW ADING CAST iafiingcmentn~illb~esrrbjccttolega/a~twn, HEAVY DUTY (H20 LO )
IRON FRAME AND GRATE r zoo3
' .a ,r d'" i~ ~ ; ~ y. ~ ~ ~ a CONCRETE OR CONCRETE BLOCk W/ SLOTTED OPENING WATER ~ ONCRETE BLOCK H CAT. R-4990-DX
, ~ ~ ~ NEENA #
~ f ~ ~ ~ ~ , 1. WATER LINE TO BE INSTALLED PER CITY OF WINSTON-SALEM REQUIREMENTS. !r~` ~ ~ DUCTILE IRON TRENCH
r ; ~ ~ ~ ' ~ r NOT TO SCALE ~h:;~ ~ ~~w~. ~ " ~ c;:^t`~ FRAME (TYPE A} INCLUDING THRUST BLOCKS. SEE DETAIL 10/C801. NOMINAL ANNULAR SPACE
3 < ~ ~V ~I.,. 2. REQUIRED DOUBLE CHECK VALVE SHALL BE INSPECTED BY A CERTIFIED
~ S ,at ~ .3 , ~li; r 3 ~ \ \ r i ~ • 01 TESTER PRIOR TO PLACING WATER SYSTEM IN SERVICE. FIT INTERMEDIATE LUGS
p t ~ U • r r' ~ ~ NOT TO SCALE WITH RE-BAR ANCHORS
NON-SHRINK GROUT 50LID 3. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BY-PASS
o'ff' ~ ~ ~ r' ~ ^w ' f ~ r `a , \ ~ F AROUND PIPE END HYDRANTS, FlRE DEPARTMENT CONNECTION POINTS OR OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
. _ , = WW4 ~ TER AND IT5 RE UIRED DOUBLE CHECK VALVE ASSEMBLY. INV. OUT ME Q
01.28 8 4000 P. S. I. CONCRETE
r ~ ~ f f ` r J i , r. , , ....i =;'~i~~: " . ° ~ 4. MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER
• „ ~ _ \ ' LINE AND OTHER UTILITY LINES. 4
i , ' r" ; . ' .;nM1 k ' ACTOR TO LOCATE BUILDING TIE-INS PER PLUMBING PLANS. ` 5.
~ r,. " i i ~
< ~ V ~2j 0 " ASSEMBLY WITH FIRE DEPARTMENT CONNECTION COMPACTED SUBGRADE #4 BARS ®18 O.C. 6. fi DOUBLE CHECK BACKFLOW
~b 6 A •a ti•.~ v 0 'A ~ r - ~ , . AS APPROVED BY CITY OF WINSTON-SALEM AND SUPPLIED AND INSTALLED
0 „ BY CONTRACTOR IN BELOW GROUND VAULT PER CITY OF WINSTON- #4 S ®12 O.C. CONT. SALEM REQUIREMENTS INSTALL MIN. 4" GRAVITY DRAIN A5 SHOWN PER CITY OF
: _ , 13 , ~ ~ ~ , . 11 , . , WINSTON-SALEM REQUIREMENTS. SEE DETAIL
. t \ k ,
5 \ , '~y ~ ~ ~ 7. 2°IRRIGATION REDUCED PRESSURE BACKFLOW ASSEMBLY AS APPROVED BY THE
' ..t>o ~ 3 ~ ~ AS APPROVED BY CITY OF WINSTON-SALEM AND SUPPLIED AND INSTALLED
-r._._ r` f \ , - . O ~ , BY CONTRACTOR IN BELOW GROUND VAULT PER CITY OF WINSTON- SALEM REQUIREMENTS. INSTALL MIN. 2" GRAVITY DRAIN AS SHOWN PER THE CITY
NOT TO SCALE OF WINSTON-SALEM REQUIREMENTS. SEE DETAIL
~ ; r ~ ~ ~ ~ ~ , 61D ~ r ~ ~r' \ ! j ~ \ i Fi 2" METER TO BE SUPPLIED BY THE CITY OF WINSTON-SALEM AND INSTALLED
~ ~ N ~ \ r BY THE CONTRACTOR.
r" ,,1~ r ~ ~ ~ , r' v' ' Q! ~ ~ 8. 3" DOUBLE CHECK BACKFLOW A55EMBLY AS APPROVED BY THE CITY OF WINSTDN-
SALEM AND SUPPLIED AND INSTALLED BY TWE CONTRACTOR IN BELOW GROUND
f ~ i \ a VAULT PER THE CITY OF WINSTON-SALEM REQUIREMENTS. INSTALL 2" GRAVITY DRAIN
~ ~ J/'" AS SHOWN PER THE CITY OF WINSTON-SALEM REQUIREMENTS. SEE DETAIL
\ 9. 3' WATER METER AS APPROVED BY THE CITY OF WINSTON-
M AND SUPPLIED AND INSTALLED BY THE CONTRACTOR IN BELOW GROUND SALE
~ , • ~1 VAULT PER THE CITY OF WINSTON-SALEM REQUIREMENTS. INSTALL 12" DRAIN HOLE
, • , ~S SHOWN PER THE CITY OF WINSTON-SALEM REQUIREMENTS, SEE DETAIL
I ~ ` i ~ l ` r 10. CONTRACTOR TO CONTACT MR. JOHNNY NORMAN, [phone] EXT 1027,
r ~ ! t\ 1 \ .i r ~ h / ~ °a ,I 1 e' I'~ ~ ~ ~ ~ WITH THE CITY OF WINSTON-SALEM MAINTENANCE AND CONSTRUCTION PRIOR TO
, ~ ~ , t ~ ~ 1 , r \ ORDERING AND INSTALLING ANY METERS, BACKFLOWS OR MATERIALS.
. , 11. THE CITY OF WINSTON-SALEM WILL INSPECT ALL PUBLIC WATER LINE
, , ..i j` ~ S „ . > t ~ ' ~ ~ t ~ ~ 8~ INSTALLATIONS, INCLUDING ALL METERS, BACKFLOWS AND FIRE
i ~ ~ . ` 4 ~ HYDRANTS,
0. ~ . 26 ' ~ ~ NEW FIRE HYDRANT. ~ , `
~ SEE DETAIL 3~C801. .
' NEW B WATER LINE S . .sW ~ r u q , l E ~~1 ` ^p 79 ~
~7 , e ~ ~ \
~ SAI~TARY SEINER NOTES
r~ } i
` 814 ~M:. ' ~ ~ y~ 1. CONTRACTOR TO LOCATE LATERAL TIE-INS PER PLUMBING PLANS. k. ~ \ v
't ~ ~ti ~ • ~ 2. MAINTAIN MINIMUM 1D HORIZONTAL SEPARA110N BETWEEN WATER
~i t , w . ~ , ~^1 j ~ ~ a °•w - 9 D OTHER UTILITY LINES. M LINE AN ~ ~ r
\ ' 3
t ~ € "'j~~ ~ °f~`"~~'a,""~ ~fi ,~•'8A ''0. 3. PLACE CLEANOUTS ON SANITARY LINES PER PLUMBING CODE REQUIREMENTS. L,.: €e , .ar.:
~ ~ t l w w.,,. x``' . 84 56 ~ 4. CONTRACTOR TO PROVIDE RECORD DRAWINGS TO OWNER. ~s°~"~",,,,,~
~ ~ ° 1 ~ ~ n 0 8 S Q`
, , _ E" . M, , . y I 5. ALL SANITARY SEWER CONNEC110NS PER CITY OF WINSTON-SALEM STANDARDS. Q~. tiSSt .,~(i ~
\ ° ~ ~ ••w. r , ~ ~ r`,,~ ~.>;w, `4`:'° 2S 6. SEE DETAILS 4, 5 AND 6/C801 FOR SEWER MANHOLE AND FRAME AND RIM DE AIL . e S~~ .
A'. J f W , ~ l v ,t 8 ~ _ ..u .w.. w.. ,w. r x•
. ? NEW FIRE HYDRANT. i ~ ~ I e~ X270 , r. . , SE' .ap CMS r~,.,.+.: Q`~'
' SEE RETAIL 3~C8D1. i ~ i ~ ~ t w, r
~ ~ , ~ i ~ ~ 1 l F W _ ~ Q , n
Y , ' ~ ~ ,.M ``n / ~ 8x6 REDUCER o ~ , n~ _Y `r ~ ~ ''h ti • ~ ~i y.~ I'~ ° ~ ' ,
v`~ ~ ~ f s t r A, ` . ~ ~ ry ..r N ~ " S 4, r
• 4 r.: i NEW 8x . ~ ,a,, ~ , j ,
~ , it ~ \ ~ ~ k.,. ~w" ls, !~l! SLEEVE AND VALVE ..A
~ ,a 8 ~ ~ @ , ~ _ ENT ' DS.. . `
f s ~ t rr ~ , _ ~ B ~ o R 1H EASF~M i ~ • ' ~ ~ BUFF ~ ~ ~ ~ JACK AND BORE NEW 8 ~t~°~~~
808. V 18, , I ~ 0 Z ~ ~ _ F ~ ,E ~ ~n a ~ FR©M P~. 26 PG. WATER LINE UNDER
, - _ t ~ ~ ~ ~ ~ ' 8pg : 4y r ~ ~ . - ~ ~ i~ - ~ ; g BURKE MILL ROAD. ENCASE ~ :a $$5 . ~•R _
\ " , _ 8 , t ~ WATER LINE IN CONCRETE ~ NEW B WATER LINE ~ ~ ~ ~ 5EE DETAIL 1 C701.
„M `L, ~ ` ~ _ • ; , • ~ ~ , ~
' t v , ,
/ ~ z 3 > ~ ~ . ~ c~. - 4 ~ ~ ~
o . 12M , , M..., . • r . , ...w . j • . ` ~ .:i
. OD ~ ~
`ti ~ , ~ AA v.. ~ t . " 81 V ~y . , 23.14 ; a / ~ f' t R ~ ~ ~ Truliant Wiz. ~ t t~'~, ~ / W~~R o~
~ ~ P ~ 188 LF OF 6" 816 ~ M, ~ !
. r.~ ~ 3 Pvc o 1.aox ~ a14 ~ . ~ ~ 7 , Co orate Head ua.rter _ ~ ~ ~ ~>i._s ~ ~ ~ q ,.s~...., ~ ...J l ~ .F ` ' f ' l'
• • ~ - FouNDAnoN DRaN ` . , ~ ~ TO ~ W B W~'A f ASPHALT PAVEMENT . f ~ f Winston-Salem NC
INV OUT =801.87 T!E CUR ' ~ _ ;',iE " TER LINE I W.....~~~ ww 794 r ~ ~ ~ ' ~ I m REPAIR. SEE DETAIL 6 c9
p ~ P'/ • i• ~ r ~J i 1, ~ ~I r
"FOUNDATION DRAIN T0.• ,NEW TRENCH DRAIN ~ , ~ ~ TIE TO INLET . SEE DETAIL 3/C701. ' ,E, ~ , . ~c °'Y to ; ~ TAX BLOCK 3807 LOT 3E & 3M V i : ~ I E I y
w 798 ~ f ^ ~ , INV OUT B 8 ~ Op ~ ' ~ r RIM .811.51 < ~ ~ t ; ~ • ~ BOBBY CARMICHAEL ~ ~ _.,I
Q ? _ " • ~ - ~ ~ ~ , INV IN =799.99 ~ ~ r ~ ~ a, ~ ~ _ , r fi ,f / ~ r l 1 r ' NEW 8 WATER LINE ~:r `"r' , ~ t` `I DB. 1202 PG. 372 1 ~r s`
` M ti .15 LF OF 15 RCP o 4.OX \ , b~ c ~ INV OUT ~ 799.89 , • ~ , r•' / ~h 3' ~ ~ i" ~ ~ j r~
r \ i.~...... ~ `••4.71. ~ O a... h ~ w 'h..... w 6'.' 1 ~ ~n ~ r ZONED RS-9 1 1'' s 9 r~ ~ ,x ? f ~ ~ ~ . l• ,
V/ • ~ 1... _ _ 2 ~ l 65 LF OF g ~ .5 • , ~ r : ; ~ C1~ r'OD 1 M„ remc~ai. u: c~x~a
GHFA ROfJ , PVC 0 1.00% a - Off. RE ~ ~DV ti ~ ~ ~ ~ r r , ~ ~ I N f~ 1;~` e im Gamble 't ~ , ~ (h' N ~1 J
y,~ S~ Fmm.. Z ' ~ ~ = INKLER CONNECTION ~ f ~ ~i ~ ~ ~ ~i f T" ~ PROJECT' dA~idGER f ~ ~ i .r`~ rr 4 it .f r' , I ~ ~ ~ ~
" i ~e i r` a ~ . , ~ 4 DRAIN W F~ ~ ~ ~ r„ ~ 1 ~ 8 . ~ David Powlen
`"•r ~ Q7,g 3 DOMESTIC CONNECTION 2 ti .J• ` 8;,.~,,;;.... Q ~ 2" DRAIN 8x8 TEE ~ VV ~ j ,a ~ , ~ r j I j ¢ f rs~y„ DRAVi~BY
~ ; , dCr.._ ~ urw rlnr uVRDAAIT ~ t ~ / i ~ j'^ i~ f r' . ~ r ~ F I "'"~w , l ~ s A. Kraynak ,f~F°
« acly~ IVCYY
3 C S DETAIL 801. 6 t;. o r r C MON 1 CON NO. BBASON DATE
METER LOCATION >r i r / I co WITH DISK r 1 c l ljj
" ON WATER METER 811.00 ~1 NEW 3 IRRIGATION 0 8 87 " 4
Q `g ?r j AND REDUCED PRESSURE BACKFLOW ~'I :24 - 6 " " AND NOTE T = '52'09"E 168.95
79 SEE DETAIL 11/C801 7• ~ -#4y' OUT - t X COwC MO 820 "•~w r r k ~ ' ;r
f d rr WISH blSl( V TAX BLOCK 3807 LOT 3R,3 i.., ro 1 r~ 2Q - RQUGH ARE OVE SUFFER. s
°u - i j NEW 3 DOMESTIC WATER METER SEE DETAIL 2/C801 AND NOTE 9. RALPH C. KIMEL X 1
" " NEW.-CLEAIOUfi ~k~' Ey4SEWl~ ~ " ll k a 1 ~ .w s _ ~ ...fir. ~ ~ ~•x k 'j~
« ,.w. . - -DET L 2 ' 7ol V~ DB. 788 PG. 372 di n 2 1 } 1 A °aava"at i r . % % % X f~ ,t Q°~°'rX
WE NEW -3-REDUCED PRESSURE BACKFLOW , SEE DETAIL l /C801
8.. SEWER NECnQN, m f tl £ 43
mmmOUND AND NOTE 8. „ . SEE DETAIL T C601,
W- A IN I-rmw ,51'1013
NEW 6" DOUBLE CHECK BACKFLOW nNG SANIT fr
WITH FIRE DEPARTMENT CONNECTION Ems 4(1 8.8' SEE DETAIL 8/C801 AND NOTE 6. QgS~11i~ I T d--897.26° M.
N 898.02 M.m . . • .r
TDP Y.I. - 794,59~ . _ INVERT 793.60 T - 793.60 w..,, m_ ' l
N ...y
UTILITY
PLAN
MSC
132-6958-00
40 20 0 40 80
_ 12/18/03
SCALE 1 - 40 C701

BLOC ~
-Ti~~ST BETE QI~~ C
i _ _ - A ~ti~.. _ i ~ A ? U~IDtStURBEt3 5411,
ED~,. G~NCRETE MANN'~LE - P AST R~EN~~O~G i 4 ~ FT ,rt i
BRASS cLEAr~uT (SEE 4 ~ . ~,z. z.
FLAT TOP S£C°tK?N5 USED FOUR FOOT MANHOL€ TO $E EWER cx~IvECTION ORnwiNC 11
SHALL BE DESIGNED TO - - i1SED FCNt -PIPE YI%TH A DiAiAETER ~ St1PPORT AN N-20 Y~HEEL Ff' a~l:'a tJ a ~ ~ H z'; ~
LOAD: USE OF A FIAT TOP OF LESS THAN 18° UNLESS OTHER WISE SPEC?FIED BY THE ENGINEER. a
c • ~~A ~ 7~~ a a bN1ST 8E APPROVED BY THE ; _•a• ~`?L' E~TfR ~ ~ x.;w~ I:: ~ I f~. PI~~V . x.. qq~, ~ ~w liflleonlin~ ~o n ~
E~IGINEI7i. ~ I ...,i'~~rl~~ REDLfOED t~SS11AE °ASS'ElIBLY I - 1
GJ~tBLE°~~f~IENK 'ASSEf~l.'Y' ~ Try ~ oN 2 ' ~ i ~ s.
' R~i6 ~3 ~'d. ~ TYPE 1 OR 2 ©ov~ I ~~t •s~ ~ ~i Tbir drovmd end the drsign rbo~r me the praperly 'UNa~5NR8Ea:5(IIL djl:ttleDi~rnfredAreln'tetturalCoruWlbreg. The
AND COVER RING ~ TYPE 2 TO BE ~ 4' I ~ , n~roduckon, ropying or otber'urc of tbir drawing --STANaARD 4' OR 5 tdANHOLE I i~
~ T CONE PRECAST CONCRETE tANHOLES SHALT STANDARD ..TED O I s2" a IN I - CONFORM TO ASTM C-#7i3. MANHOLES , . 5, p q w/ # TYPE 3D# i I 9EPID SECTION F017 ALL F!1'TIN~S sritboutlbeir written conrentir pmbibited and ark
N4LE Is"MI SfAINi.bS STEEL MUST BE ALLf?w£D TO CAE A ~IIW- a° ca. SOIL PIPE (rPLAN VIEW ~ t 1 iafn;rgement will be rrrbjett to kgolaction.
- FLEffI9LE ANCHORS lMUM Of 3 BAYS PRIOR ro SHIPMEPTf, a. SLEEVE I EXPANSIDN 3/#" H1LTI !(MINK BOLT II THE DATE Of t~INUfACTURE AND NAME HT. i SERI+ICE WEIG ~ i
i D.I:PIPE ~ ~P3tOVED EQUAL) OF MAlRUFACCIiRER SHALL D£ ON ALL PIPE SIZE - ~ Little ZDD3 -
. ; ; ~ MANHOLE SECi~NS. GONCtiErE SHALL . t.....
~ d,0(x? PSI. CIRCUMFEf~NTlAI. * . FLE%xIA,; 6"MIN. 69' RSES OF BRICK REll~tt~?CEMENT WILL 8E PIAGED A7 A _ ~
SLEEVE tsIAX. 3 COU " " I8 IN.} OR 2-5 GRADE frNNIMUM Of' 0.12 SQ. INS. PER ; ~ Y r . ~s~: ~.ii" ~ i~~e ~ ' ¢ 1 I
34 NGS MAY B ' ADDED ~ RI E LtNEAI FOOT. }
'VEF{TICAI.LY. °e..: NCRETE TRC i (Nor ALLOWED WITH a 4'-0" OR 5'-O" ; ° FLO1H FROId 6' »-{ANCRETE TREiUGH Tp 8E BUILT T4 DIRECT ~ ~ yy4 q 3 F'FLUENt PIPE. ~ ` .FLOW FROId 6 CONNECTION TOE ~ . , N
rs" TYPE z RING ~ ca~rER} Z•-,4• . Burn RUBBER GASKET • ' PLUS AS PER 4 , ~ ~ • ~ - /w r~ ` ~~tlx ~ k~
`',t' UNDER RING AtND SEWER C4NNEC714N ~ x a
f ALL GRADE RIMS 9. t DRAIWNG ~ < { 4 I
~ 6 FORSHEDA 11# OR BUTYL RUB$ER " 74 GASKET IN ALL JQINTS, 6 C.I. SOIL PIPE. SERVICE WE€OHT 4" e . a`• •
JOINTS. ON OUTSIDE Of MANHOLE r0 , FROFA aF9 . 6° A
MAX ~ 8E I'EI~ WITH V" RI~/~ ~V S 11. TOP Of' RING d: ADHESIVE TAPE, ALL LIFT #IOlE5 6" i
FINISN GRADE 4'x6` AI.UMIN VAULT ACCESS I~# 6EIADE 5HALL`SLOPE I:aDN vAUI_T COVER TO 1T1P STEP- SENAII B£ COMPLETELY fTLLED WITH AIIN. T~ SLC NAx, 21; SLOPE ~i UNDISTt1liBED SOIL MEIN. 1~ SLpPf
TOP 5fEP MUST 6£ NON-SHRtIdK GROUT AFlER I TEE I I~~roI~aNT aAS~ Pl.uc
tM1I CONE SECTION ANANtIOC£ IS SET. ; ~ ` COM81l~:T~N WYE ulEw PLAN VIES) {PI.A~I ) ,lQINTS sHAu. 8E ~ (SECT141d VIEW} ~
~ ~ FLEXIBLE SLE a.: ; t~'o.c. ~ ~ RISER SECTION ~ -FLExIBLE SLEEVE ANa s/a BEND. , i ~ RU88ER casxET
REINFORCED ` a' a~• +x~BETe ECCENTRIC " f. 16 V.i). p " ht FEET i ~iINII~U~4 ~ DIMENSIO {
~ CONE SECTION b E PIPE SIZE INCHES ~ S 1~~ IV~~~ 36 E-~/ YY ~ 4 34
FL~tIBI£ SLEEVE WILL BE I 3 f 1 4I I - ALEM ~ FIi'TING 3 E 1 2 ~ i 4 s a 12 is 2v
i I ~€'-O" USED UNl£SS A BRICK COLLAR i i ~E YA~LT ~ Is APPROVED BY THE ENCIHEE~. I DEPART DEPARTI~IENT OF PUBLlC WORKS a 5.0 8.5 8.0 14.a 72a t4,S I 9(} BEND 2.4 2.5 3.5 I
SINS _ ~ 13E PLACED STEPS NoT Tl~ ~,~STRAINT ; ENt 9.0 t0.5 5.4 6.0 7.0 ENCI~IIwERlNG ~I~S€ 1:5 2.4 2.5 4.0 . - ~ 45° BEND
' OVER YIfLUENT OR EF~- ~TAILS FLUENT PIPES. STEPS TQ . Fg. 3.0 3.5. 4.5 5.4 7.5 yy 1,0 i.5 2.0 1 22 1 2° BEND ~E !k~ Lx~ 5.5
TE fIL ~ ~ ~ Y 6 PYC SUPPDATS 18" OE ALONG VERiICAl WALL ~Tl~~ I I YY E ~ 4.5 f E a.o r ~i I 11 1 4° BENa 1,4 1.4 1.5 2.p ; 2.5 3.0
I~ SURFACE FROM SHELF rO ~ MAx.22" flRAIN.©tlTLET- I rt TQP OF COt~• .D 10.0 12.0 _~1 PLUC 1.5 2:5 3.O 43 5.5 7.0 $
E%IENO TD GRADE - - 6'NIN. ~ i2".DIaA):N IKiLE " A'T SLOPE MIN. ~ ~ a II
. ~ DO NOIC B(N.T Ri1dG , ~ f. ~ . NOTE: ABOVE DIMEtdSlON5 BRSIrb 4N THE FEKLOWIN6: 250 PSf WATER PRESSURE Carla
TO GONE IF. DIRT. OR ' ' 2000 I.B° Sp f t -SOIL B~ENG CJIR,(~CITY (spy ClA1~} f
DRAIN SITE: CONCF~T£ SURROUNDS ~ ~ MOtdOL11HiC BASE SECTION NIN~ 12" OF ~F5 STONE OCA - 1" ~ HE RING E)<'•:YARD dON£ POUR ----J
RPA - 6" i T S~(3ULDER, ETC. - S C

fJOT TO SCALE
~ NOT TG SCALE 4 - - NOT TO SCALE
NOT TO SCALE
~ _ Jt
-
. ~ i • _ . . ~ D . PW t E . M fl~D4l~E TEC"A ~?SS~ILY - IE...
~IANH~.LE RANG ~C G~'~ER D~uBI:~ ~ . ~ I~~~; ~ C~Ul~ AS~EI~~LY , ; . ; PR ~SUAE ASS
f .a~TY~'E ~ ~p ~ 4 ~ RE.~C 3/ TION
r=te NaTE. Two HOLES ro eE SPACED TALLA I ~N4N f~A~`~'IC INS I
. - C1) T 'k OPP051TE TO 'EACH OTHER I
tN THE WT£R RING p5 r sz• ~ ~ spa, (HaLES To BE ~ I
I I i ~ oIAMETER} ~ ~ `6``TN. ia• I IrLEJtI E 2 A Ei A a ~LIrE
1RAIM ~ ~ I I Zo FLxFL spool Nr~ I 1 2a -ie i32a-~L i~ .CAA N ~ 3/4 - i
I , , ? BRDaI($ 1324-i$ ; 1324-P # ~ - A S t~3D C-:18 1730 C-f6
N x' ~ I DETAIL "c c° * - . - _ f;73a-18 ~'OP SECT .
D.I.PIPE O.T.PIPE ~ STS o RING AND COVER Yell , I a 5 • - 2` °BAQOK5 - 1730-P 11l2 _ 1730-12 BOTTOlf SECT.
. ~ WIVE MACHNNED SEAT
-w TOP OF COVER ANT? W~L CONFORM TO ~ O.I.PIP - . C1 , , ASTM A#t3, ClASS 35B, 34•f ~
RING AND COVER WILL S5" • I T~: I STALLATIDN I~I.:.CflNCAETE i7R ASPHALT PRONIBITEa.
3f #"R ~ 13E5lGNEO TO SUPPORT' . FLEXIBLE I AN H-20 WF~Et IQAD. NO N INSIAILATIt4N,dECT l~ NAVY NDYfINfi 0R VEHICLE
I FLEXIBLE SI:EEVE BOTTOM QF COVER i'R ~I TAAFFIC`PRONI9ITE0.
SLEEVE " i5 1 I o HIFi'~ a1~~¦ ? ~E'CL~' ~'~~.y r2r
I t 2" ti B ~,,„O" i ti~ Cl ~ IV. ~.''JJ py~~ P,'c ~k1 ~ ••OpiC~~~zt ~g m,
a i r E)PTIONAL . E,SSf()f Y'~ "a ElUTLfT fDR ( ~
I R FIB RIME ~ i = : ~ ; ,
~ 4 NUNf YAI~:T AE _ I INUM VAULT AI:CIrSS q.EOH E9AADE $HAIL SL~JP€ PAt?!4 VAULT I 9 69 e I
T ~ VERAGE WEIGHTS FINISH` GRADE 4 x 6 ALUMI MINIMUM A I PLAN _ 027C ,gyn. • ~
RING 190 IBS. o • SLOPE ••FN, itJ b• ` AMAY X • c~ ,
OETAtL "B B" COVER Teo tI35. !A ~
FIN2SH:6liAE1E 4' x 6' AlUl~lr!!~1i!1: YAEA.T: ACCESS; I]t3©R 6AA~ SIiALL SLtIPE 25 1 4" 3i0 LOS. FAON VAULT ~ rep D3 - (L . i
# 33# 2 3 AEI~I~CED CTION Tai s~ ~
" 23 1 2 G€#IICTE '~AE~.T I
HEASEY ~ c
t~IYR i~TER - ~ e REIir'FORCED e ~ .5....~i
40 CONCRETE - j t ` :i VAULT ~.::#f N is
D.G. a, EIOII~ EIrN.E w
- z ~JsEE N~F3ET ~ r ~ n C1 ~ AE$rRAINT f3ETATL Ekll~E ~~5 EE 4W£tIiM6 OPEpINS
x ~ _ cv ~
~E I'~RETE f.; . t~FF~T 8 PYC 'DtlPf Lam:.. i8Y tt:2' ~Nt~iETE .FI T~' ,OP t1RAI 8• PVC SilPI' TS' BOTTOII.Of O% ON
BOHf~ SECTI ~i C, p® _ x9~°
IyETATt ; _ . 3' SU 3 rn 'N' i~.~ U I?AAIN flW LET-
T FTLLEQ , , .iB" 22.1 . ; PV " . fIiTENO T BRAQE AT i~ SLOPE NIN.
. I 1 MAIN OUTLET- 4 ~ a• . 2# 1/2 c8~d.~~~~ #57 STONE
¦ v°a. EXTEND~TO 6AADE NIN.I2 OF ! O MIN.. !2 ORAII~ HOLE ¢`b 80 AT !X'SLOPE'"NIIN: ~ i6IFt,12 t}F #5 Sl'til'tE ;
_ 33 1 # GRAIN SIZE; . - - - ~TENp Tfl 8F{AaE AT iX tIIPI. ocA - - - _ Truliant
APA - B
r _ SECTfU - ~ rate Hea uarter Y o S Co q - ~
\ V R - - r
q ~r - E___ _ OL N A ~ T^ . nSalem NC NOT TO SCALE W 111St0 _ ;
5 _ r-------
NOT TO SCALE p ~A1~ pp VEWAY
. RE ~R~ P ET ALT.. A!lE A~F'N
s- _ _ _ _ _ r H ,
''~ENTER;OF PATC,
T ~ AT~aN 1~E INS A~.L ~D. ~'AL HYDRANT A 2• -2
~ ~ ~ LENE MANHQLE -STEP PGLYPRaPY PRIIvCIl'AL lri CHARGE
kr ~ ~ZE ble Jun Gam TOTAL. WIDtH 'DF PAVEMdENT" CUT = WlOTH pl= SAW CUT
. ..95~ ::8; SAW CUT ;TRErICH''t3(7x ~ 4` PROJECT ~fAIGAGER
t. HY'QRAIVTS, NAIVES AND THEIR ACCESSORIES ARE F'~3RNISHED A5 SPECIFIED IN THE TECHNICAL TO owlen Ex15'T. PAVEEAENT Dav1CI P
. SPECIFIGATIt~IS 01• THE ENGINEERJNG DNISION OF . E7fEST. PAVEMENT
TtEE ~ ~ wtNSTON-SALEM N.G. NEW 'ASPHAt,T ,..I~! BASE T6 ( } f P' ~ f'
2. ANY .NOENTS BEIINEEN THE VALVE AND HYDRANT M Ex15r. BASS ~ F.. f,~ ' EXIST. BASE ; Adam Krapnak ~ OREGINW. 5UBGI2ADE (E3 i~IN.} ~ . ~ , . ~ a- , A~ ~t' f --1,' '.f i w
MUST HAVE RETAINER GLANDS. Sr 5 4 ~2 ` j_a NO. RL'ASOK DATE
HAND , , w r l t , .w PLACES ~ ti
PIPE S17E S 17E QACKFILL l jc. 7 -4 i 1$ 12" SUBGRADE 1 S I t rn- 1
t 8» i 1 4" sr rr » 8 10 12 1F sr 18 r >r l .+..-'"21 24 27 3G 36 NO. 5 OR
21 NO. 57 r,'r } t 1
8c 8 OR y, j ^ 9 STONE W ht OR 1-2 ASPHALT ME 4' MIN.
l . ,y . • }I ;I: PAVEMENT. DEPTH EQUAL TO
2r A STONE ENCASEMENT TRENCH BOX EXIST. SURFACE COURSE
1 R 1 MAX"JM WIDTH i t (2" MIN) ~ z sue-.:--
n~^fC14nR'1C70o0OIprtlMl61WP47anna' CLASS CLASS CLASS CLASS CLASS CLASS CU S CLASS CLASS CLASS CLASS CLASS NANO ~
4" MAXIMUM rt f1 I MINIMUM o u n n n n n n n n 'r,•^. p D D PLACED / ! BACKA
ND T
t DACIfFILL (SEE NOTES) n.' i . NO. 5 OR CLASS CLASS
to 4,1 4" iY LASS LASS Lrc ~(^('LASS « N » n NO, 57 Bn • 2 1F-•_2 S ~c^S IAJ LASS C ;mil i 1 !
-67 GATE VALVE AND Boll 12" > LASS C C STONE * Bc R 8 OR C C C ;f N."s ' }w 4 MIL: UNIXSTURBED
12" n C r. 10' CLASS CLASS CLASS SOIL
H~ H cLAS CLASS CLASS CU X57 STONE RESTRAINED HYD. TEE CLASS n CLASS "8 1 n B B { ys a y S CLASS CLASS 13
' W nCn n» nBn Ai 7/77' CLASS B NORMALLY 3 1/2 n n n up n . HAND
OR LL 12 CLA SS g n POLYPROPYLENE " C o TAPPING SLEEVE & VALVE ;STONE : STONE STONY PLACED . NC, ENC. BACKFILL i' Ell
PLASTIC d CLASS op "g„ STONE STONE ST( p~ 14 ENC. ENC. EP IE STONE STONt ENC. E ;i N :IrrAN PROPOSED MIN ! MF' V 1
a. CLASS STONE O aC.1ri ENC. ENC. R w f . UTY NEB. 5 O. "l t
~j "g " ENC. NO. 57 UTILITY Bc 8 OR ?TE, STOt N 2ATfQN STONE , i-
STEEL E 1/2 GRACE W 16 STON NOTE, a " WALL °OQ 0 MIN. S REINFORCEMENT CLASS ENC: SEE TECHNICAL SPI 4 W)N. Y . t BY fF€CATIONS FOR BEDDING PEC LS TECHNICAL S l111 s
Qb 0 "g REQJIREMENTS FflF ~~~f a . 4 it~l~t :0JIREMENTS FOR UNSTABLE SUBGRADE AND CLASS 'C'
°go 18 STfl(VE ; ROCK FORMATIONS. 00 € ENC. #W 4Sv1,' y ~I t?}1; L- 2CK FORMATIONS,
O i 0 . HAND r . Outside Mamater of Pipe
SECTION A-A Sc - Outside Dian . , f » N 20' STONE PLACED
. 0 0 I _ 3 MIN. 5 1/2" MIN. . o E.NG. BA,KnLL WA.T
CITY OF WINS I OI, a da WINSTON-SALEM e THE BACKFILL SHAD. BE MADE IN W LAYERS AND SHAM BE COMPACTED TO AT LEAST 85% OF STANDARD
O 22 DEPARTMENT PUBLIC 00 O O L€ lisitVC CKE! iL C iv`i`. NT OF RUSLIC WORKS, DE#SIF`s' tMSHTO !#ETH00 T-09). EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP
aQ`b Cho itVtKIh1L1Y'IJCIJr „ ,
CONCREtE THRUST NOTE. SOLM NUTS & DRAIN .POR S a ~ AN BEDDING OM REQUIREMENTS M BE of W OF CONCRETE t MOST THE NEXT CURRENLAYER I5 PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH AND AF COVER FOR THE BEFORE CLASS 0 .11 T N.c.R.O.T. STANDARD SPECIFICATIONS. BASE COURSE DENSITY AND SUBC4WE DENSITY 13 1 2_ ITS
' StA1J. BE 1'(aQ&. `
VITRIFIED CLAY PIPE ON N STABLE BRADS
CONCRETE THRUST BLOCK l\f
PER. MI-39 A IR DETAIL 4
_ 12/18/03 REOUIREMENTS 102 T C801
STEPS E NOT Td SCALE
NOT TO SCAL
NOT TO SCALE NOT TO SCALE

NO NOTE: PAINT SYMBOL BELOW
1. "ACCESSIBLE SIGNS R7-B & R7-1) ONTD PAVED SURFACE WITH ALL 12 x18 (
COATS OF WHITE PAINT SHALL BE MOUNTED AT 7 FEET FROM GRADE TO 2
BOTTOM EDGE OF 51GN FACE (MUTCD}. MOUNTING -8e 8e
BE REDUCED TO 5 FEET IF PLACED IN VAN R7 " HEIGHT CAN Acc¢sslsLE 12 x6 c6"
AN AREA BETWEEN SIDEWALK AND BUILDING FACE iN „
WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. ~ ~ I RESERVED- ~ ~ PARKING VAN 7-Se SIGN R
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL RClLRYEG
U S. DEPARTMENT OF DEVICES MUTCD ) rAbclNO B'-0" (TYP
TRANSPORTATION AND NORTH CAROLINA ~ 1 "0 METAL GUARDRAIL, {TYP) \U
2" SURFACE COURSE DEPARTMENT OF TRANSPORTATION SUPPLEMENT. www.littleonllne.cam SIGN R7-BD r ~
NCDOT TYPE I-2 CORE DRILL SLAB
4'-8" ~ FOR GUARDRAIL ~ Tbu dra~ving and the drrign ri~avn a2 tEx properly
AIAXIIAIUM MA1cIMIUM M a IittleDiaxrrifiedArihite~rrcalConrxhing The pENAIn _ p CONCRETE SLAB f
SEE PLAN FOR DELINIATION OF SIGN COMPOSITION PEN2yo T:a { „'3s ~ r HANDICAP SYMBOL ~ tso SIGN R 7 8 N repmdxckon, ropying or other xre of this drawing 6..
i i\0. E,45 6 Y k n"t a ? \ s~w add ~~y F ,~a ~ 1~> e ~ ~ F ~ , W FINISHED GRADE io rntboxttbeirwritten romrentirprobibihd andar~ w ~
rr DEPRESSED SIDEWALK G ws ~ ~k . a~ ~ ' SEE DETAIL 4 C802, _ irrfrrngementwiUbelxbjecttolegal action. G i~
/ o ~ o Z ~ ~ ~ ~ ©Litde 20D3
/ ~ A w ® N W W N
RETAINING WALL
_ FINISHED GRADE SEE STRUCTURAL co
D WHITE PAINTE RESERVED DRAWINGS WELDED CD 3... i JOINTS
I ES SYMBOLS PARKING MUTCD ,r:{:::+.~- " SE COURSE L N / _ R7 8 E' 6 COMPACTED AGGREGATE BA . ~ ~ i „ ; ;.-~...z ; ; ~ ~ ~ 24" DEEP BY TiON -1 2' ' 1' 881@
~ ~ 12°x18" . X18 , 12 WIDE FOOTING FINISHED
r .._.i i....., COMPACTED SUBGRADE : : GRADE
- ' e ' 8C9IB SECTION 112 1
a 8' 5 ~ S~G GENIERAL NOTE SIGN POST
H.C. 8 8' TYPE OF PIPE TO BE USED 15 1.5° O.D. GALVANIZED STEEL
SPACE MAxIMIUM R7-8D PLAN H.c. PENALTY "X9" 12 -8D " ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS, GRIND SMOOTH. x9
VAN t 250 AFTER INSTALLATION, PAINT TO BE SELECTED BY ARCHITECT.
SPACE LOCATE POSTS MINIMUM 6" BACK FROM FACE OF RETAINING WALL
1 2" = 1'-O" /
NOT TD SCALE
NOT TO SCALE FOOT INTERVALS, EXCEPT THAT A JOINT SEALFA- 1. CONTRACTION JOINTS SHALL BE SPACED AT 10 RECESSED 1/8• TYP.
15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE OF THE FORM CAN BE 09TAINED WITHOUT THE USE OF suRFacE OF currER
PLACE WIRE MESH 3" FROM TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
BOTTOM OF SLAB. CHAIR WIRE NOTE: HAND TROWEL SCORE JOINT-1/2'X1"DEEP TO PREVENT UNCONTROLLED CRACKING. t/8•R TYP.
MESH 18" O.C. EACH. WAY. LOCATE CONTROL JOINTS ~ A TOOLED JOINTS TO EXTEND ENTIRE ALLED BY THE USE OF TEMPLATES OR FORMED 2. CONTRACTION JOINTS MAY BE INST ,
DISTANCE EQUAL TO WIDTH OF WIDTH OF SIDEWALK BY OTHER APPROVED METHODS. WHERE- SUCH JOINTS ARE NOT FORMED BY TEMPLATES, N a " ~ .
8" 4500PSI CONCRETE WITH WALK, OR AS INDICATED ON A MINIMUM DEPTH OF 1 1/2 SHALL BE OBTAINED.
6"x 6" W1.4x1.4 WWF 1/8" TOOLED PLAN, STIFF BROOM FINISH PERPENDICULAR RADIUS (TYP) z TO TRAFFIC FLOW 1/2' M FlLLER
~ d. .d ><.~IEz'q; i i ~ ~ II I° ~41~7fj t t t.l 3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
SS ' ACED AT 90 FOOT INTERVALS, AND ADJACENT TO 4. EXPANSION JOINTS SHALL BE SP
• r. .pa x• ,3H ~ €I , 11€i,,l.; ddE ~ kkt• I) ~~:.n ~l( a~i ~ a.l:;' d. s;_ ~S E ~ •,:I .,?'s Igo: .r' C I: YI~I§~ i:. II E: tr .~.i ,r, a°~ fiz ~r' ~h< t I~~~~ IEEE I: P~~ e isE E ~I~.. {•I D OBJECTS. TRANSVERSE EXPAN~ON ALL RIGI
..nix ~Z.., .k i u"t. ~:.~r,~~:. [J' E kk € {J{Jqq EEE ,~aAS .k~• V, p~ h .~I ~°3 it I€.x i E( Ei~l. ~$E1 a~ i { ~!,~j§I Si =ail'. I~ E4, iS, i sE~: ~ I.::~ ,ii ~I1 PP Ip ,:;E~: y~ j xr tea. 2A„„•3 ii' ~°`~I . .If`c. if °ii .t~ :7 E~ llz C~ fIM!i JONT ~ CUFF AND GUTTER
~ ~~c , ~`~d ~,S rR yy I, I,' ~ E' i , ~i X61 ~ { pz ~ h • .~.fl~ ~1c r k ??a ( al@,I ~ :I, ;I. 3 i ~II F&.II• v ~ v / ,r--rTC'~-m ~c7 Sgg 5. JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
~~i \ ; 4 , , \ Q. TO WIDTH -r r f;;; \ r • ; , , CONCRETE W WWF . / , , , , \ / OR AS INDICATED 6. CONCRETE SHALL BE 3600 PSI IN 28 DAYS.
;~,,;\i~ A~%~ / . v ~.r ~ , ~ W6x6 x W1.4x1.4 WWF AN r/ \ \ ~ , ; SEE PL
/ ! \i•~ ~ % ~ r. / ~ 4 r\`•~'~`/`\~ r ~ rya/;,;~^~' ~ ~ r •z/'tip,/~'~ ; F / 7. TOP 6" OF SUBGRADE BENEATH CURB AND GUTTER SHALL BE COMPACTED TO 1e• RAOIUs
1009 STANDARD PROCTOR DENSIT`f. s 1/2' RADIU5
COMPACTED CONTROL JOINT SUBGRADE 1/2" EXPANSION JOINT AGAINST
" BASE COURSE ALL RIGID STRUCTURES (SEALED) 6 COMPACTED AGGREGATE 3' RADIUS 1/B' RADIUS ~ 3/4' ~ 6 1 2'
RADIUS . 1/8' RADIUS
COMPACTED SUBGRADE . 2.0% CROSS SLOPE MAX a a 1/B" RADIUS ,
4° CONCRETE 0 Q
~D`=WA'~.K - ~ 1 ~ ~ 1 3/4" RADIUS y . o ~ 1`
" 1 /2"' PREMOtDED NOT TO SCALE 1/8 TOOLED „ ~ ~o a na ~<c n d n d
RADIUS TYP1 1 2 EXP. JT. MATERIAL RIGID " ( / ; 2'-0 ',-6.
1 1 2 SURFACE COURSE WITH SEALANT UCTURE / - / STR NCDOT TYPE I-2 TE ::~:...,:~:-•::;_•-:E;::::~:_~ NOTE: LOCA I ~1'-6
. EXP. JOINTS ® ,....,.i - . _w, . - 'MOUNT'ABLE CUFF AND Gllt'TER 2'-0' ROLLED CRIB AND C,~IITTER
TACK COAT ~ <.~,....;.,;.,....i,t 30' TYP. OR AS ~ ) 1'-6 STANDARD GURH AND GUTTER r 6
" ~ : .INDICATED ON 1/2 EXPANSION 3 BINDER COURSE ~
PLAN JOINT NCDOT TYPE H
X- X ~ A CONTROL JOINT 1" DEEP WITH 1 8" RADII SHALL BE REOUIRED IN" THE CONCF -3E- A. N THE CONCRETE SIDEWALK
AT EQUAL SPACES AS DELINEATED N SITE LAYOUT PLAN. C?NE 1 2 EXPANSIOD '2" EXPANSION JOINT WILL " EXPANSION JOINT WILL NOT TO SCALE
BE REQUIRED AT LOCATIONS SHOWN ON 51TE LAYOUT PLAN. A 1 EXPANSION r~~ ~ ~\,~fJ S ANY RIGID STRUCTURE. A SAWED SCC r A ; ~ h:<~ \ f ~ CONCRETE W/ WWF BE REQUIRED WHERE THE SIDEWALK JOIN A SAWED SCORE JOINT MAY
>.~E~`~ x~'=y~\,~° , ;`'~~~~'~`"k'a^"""~~~~vS~F:' I%~~~%/~~/r`~:-~'~;', '~;f WWF BE USED IN LEIU OF EXPANSION JOINT EXCEPT AGAINST RIGID STRUCTUR , , } ~ ~q~~,~~~~a ,,~e,~;; V,;~~.,A~`,`. ,,v%y v,~v.vy~; y~ W6x6 x W1.4xL4 CTURES.
~ ~ ~ ~ AT LEAST 3600 P.S.I. IN 28 DAYS. ~ ..,M~ .z=,~~ ~d ~,r2T'~'~~f~s~j~ f~fi~rgt \r r,
~ , ~ ~ x, . , . r\:~r ; B. ALL CONCRETE TO BE ~ ~H~ ,B.
- COMPACTED " SIDEWALK ABUTS CURB AND GUTTER ;~;;,/;,~:,/:~,~.~!:~r;~ C. 1/2 EXPANSION MATERIAL WHERE .,v ~v•.. SUBGRADE fTER~ BRICK ROW LOCK 12'-14' 3'-6"
- f,\,~.:\'-rr~/ D. CROSS SLOPE SHALL NOT EXCEED 2.OX MAX. 15'-16' 4'-O" " 12 BOND BEAM W/
17 4 -6 2- 5's CONT.
,
" CTED AGGREGATE BASE COURSE 8 COMPA :1 9 GA. HORIZ. JOINT
COMPACTED SUBGRADE • ~ REINFORCING ®16" O.C. x ®48" O.C. LAP 2'-8" AT SPLICES
a ~ ~
o #5's VERT. CENTERED IN ~
NOT TO SCALE o ~N ~t® GROUT FILLED CELL Q~.,,,.....~... , ~
NOT TO SCALE cv C1. ~D ~
:o _ „ ;W ~
' E PLAN 6' 6 SE FACE BRICK TO MATCH BUILDING 885 ~ :w
6" 6" REFER TO PLAN FOR TO PLAN FOR 12' ~ ' Q
ACTUAL DIMENSION 3 e ~L DIMENSION
DOWELS ®4' O.C. ~ ~ CENTER IN GROUT. FILLED ~
1 S o_ CELLS.
4 -0
o ..........___....W....._.._.....~..._._..._....____.__..._._....._..__ . 12" CMU BLOCK _ - - ~ GRADE
w CONC. STAIRS BEYOND I.. ~ - . j I : f , fit ~-rl~.~. 4. 17 ~ . . .
• V..._.~._...... o ZTII ,mm r.:-r~....~ #4's ®1fi" O.C. ~t I _ _ . . T~
SLOPE 1:12 SLOPE 1:12. 51DEWALK o SIDEWALK ~ ~ W r ~ ......:i~ I~~ ~ . T ..e l'"'IEi._
. w° _ ; i - ~ , . , ~ ~ Co orate Hea carter 3000 PSI CONCRETE ~ q ~ o r
~ . a . t . a ~nston-Salem NC ~ . ~ W r .f . ~ ~
~

V" I I ~ . ~ a t.......... ~i I tom....., ~ I,.~..` 1 ~ .....E I ' , ~ ~ - I,I < #5 s ~ 12 O.C. HORIZ., CONT. ; ~ ~ - 9 r....._ i : I-~ I^-'i ' i
-i ~ E____i I I.""-.-i I I-~-~_ i'-i i i ~ ; W_..._I~ j ~ ~ E ~ ~ ~ :::I ~ ~ i~ 1'-6" E0.
~ ' ~ t i ~ _ k I ;.~~i ~
SIDEWALK ~ L.......... ~ a . , I I.,......., I i I" ~ ; I~ i I j~ ~ ~ 'B'
~1 I I~~ ~i ~ FACE OF CURB i-^^ ! E^-j-- . I I I I , PRACIPALIIrgiARGE
PE ~W:! ! 1:12 W i ~ ! E s~oPE 1: sto , ~ SECTION B-B 12 N B- B ; ; , , , dun Gamble
ALL PAINT SHALL BE WHITE ALKYD-RESIN A
ADY MIXED COMPLYING WITH TYPE, RE PRO)8Cf Mdt4AGBR
FS TT-P-115, TYPE I, OR AASHTO M-248, TYPE N David Powlen
DRA1Y~ BY
ASPHALT PAVING 1 z• 1' SPACE (TYP.) 2X8 STRINER Adam Kraynak (MIN.) 'IX$ PLANK TYP. 6X6 POST
( )
n~eecc+c?cn ~?r?rCC~IRI ~ ~111FW~1 K n ~ ~ _-.-M.
ucrn~u~w r?v~.~..v~~~~.~ • " ` ~ T TO SCALE
NO NOT TO SCALE 6--o" O.C. (TYP.) r
6„ 2._p" c PLAN VIEW
6" i
lV
' 1 2" RAD. . ..r., ...Y.. .fy.,.l... _...Y...j. Y...t._ y..~ .y..,;. i~y,l.., ...,~.f UT } 1}g f F t 1 tf r I i i i t i j a s:! 1 I: i I t 1 :1i . l l f { 2x8 STRINGER
3" RAD. . Jim ( ;I I jj I ll.~ r .I i {
f~ I l j`ij 1 •I i (
: 12" + w 'a . t } i li h : ~ 13 f t . f ~.1' I
i : : ( I I ! ! € (l i I 1 " ANGLE IRON ATTACHED WITH WOOD SCREWS { ~ I I ~ . 4 : I
8 STD. STEEL POST, FILL ; • • + + • ~ 111 jj; • . 1 ! t to , t •
WITH 4000 PSI CONC. -a j ' 1x8 PLANK BAR NOSING
iEj- FIELD PRIME & PAINT
3_p ;Ii~...- - r j! i} I i! i' : 3 ! 1 f 1x8 PLANK COMPACTED EARTH W/ 4 COMPACTED i I • ; ~ I j j ! . ' : I j f
STAIR SLAB j STONE UNDER ....,.....TTACH WITH WOOD SCREWS
M ~ tIE;. .....E , T D.C. EACH WAY 2X8 RAIL, A ii /4 BARS 0 10 iiiANGLE IRON ATTACHED WITH WOOD SCRE
il'
. . ~ ~ tl~il° j I?If tj j~ j ! #!'I ~ij !I Illf t' i 1'i 1
NOT TO SCALE u
( I;
J _:i,i~'EI, I ~ EXISTING GRADE SITE
E.........,., j.,........._ i ; 3.,.._....... ii i FQ- :E::~_ :;--t;j. M,;. € • rcv ~ r 9 RISERS 0 6 E I E• !r, ^
PSI ; ' j............ I~ 4000 : _ t : , i L..~ BAR EMBEDDED MIN. 24"' 8 TREADS 0 12' n I DETAILS
. FOOTING L......_..., Z I:°:::.:::) ::::::':I CONC C s - " MIN. 2 PER WHEELSTOP) ; I j I CONCRETE FOOTING
, I.._-_; Y 2 s ~ SECTION 4 g SECTION A-A 31i -
t k t ( i.... Q .
j.... ...........E ; j - U
r t ..........-I 1` COMPACTED SUBGRADE
p i NOTES:
x COMPACTED i ''y L.. I' ,,t F. 1. STRUCTURE MATERIAL TO BE OF PRESSURE
SUBGRADE _ > ; E TREATED SOUTHERN YELLOW PINE. 132-6958-00
E ~ i_..... i E_.._.3 3 . ; LON x j... i ....E j'; t_.__.'", E j.._mm t i
t , , ~ ; PREMANUFACTURED L..........- L.......E ~.....I p 1 i . I -..t CONC. WHEELSTOP 2. SIDING MATERIAL TO BE OF WESTERN
CEDAR W/ WATERPROOF STAIN/SEALER.
COLOR TO BE SELECTED BY ARCHITECT.
:I
WOOD SCREEN FENCE .1218 03 C802
1/211
SCALE NOT TO SCALE NOT TO NOT TO SCALE
i
i

1 1/2" ~ GALVANIZED
STEEL PIPE RAILING
PRIMED & PAINTED
5'-0" O.C.
MAX. SPACING
0
I
N
o
www.litlleonline.com
u
That draww~h and the deign shown art the properly g
of Ittle Dnxr~f cd Atrbitectuml Concslkng. The
duchon, mpying ar other are of tblr drawing
~ mitboxt then writhe ronreat it pmbibihd and arsy ipfringemcntwiJl be txhject to legal action.
© little 20D3
ELEVATION
1 1/2" ~ GALVANIZED
STEEL PIPE RAILING
PRIMED & PAINTED
J o a
m I p
N Z Q
I =
...................~.__.,...._...._...~._....__.....a ' U
r.~ L.....: i
E
' EE STRUCTURAL ` S
DRAWINGS FOR WALL i { ,
AND RAMP DETAILS ,
i , ....~..._..._..~.._.m.~. il...~._
j ti •E._._...__..._._._. _...~__._.M
E
i
I ~ i
i
N SECTIO
NOT TO SCALE
w J
m w~w CC ~ F-
Zj ~W
J(~j ~ ~
Zm Zm
~ W~ (7~ mU w~
'-6" 5'-0" m v ~ 2
m TRANSITION TO
~ Z ROLLED
I Q CURB & GUTTER
A ~ m B C BACK OF CURB
z~j w Uf U
~ ~ ~ ~
~ FA E OF CURB ~
A B C
LIP OF GUTTER/EOP PLAN VIEW
6~~
8" r
N ~ iV \
~A'•.
1'-6" .9
ip Yps 1 -6 1 ~_6~~ ~8
5
SECTION B-B SECTION C-C
SFC110N A-A ~ • .........~d
C, pC ,sue IZ 3
NOTES:
I
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
2. CONTRACTOR TO COORDINATE LOCATION OF TRANSITION
Truliaat
carter rate Head
Co 0 q NOT TO SCALE
~nston-Salem NC W
PRIIrCIPAL IIv CFLIRGB
Jim Gamble
rxolecrmnr~ra;~x
David Powlen
DRA1iR~ BY
1 nnnnnern Ab Q urn~mo~r
rRVrvxu vn Z,..uay.,....
FUTURE SIDEWALK CONTOUR LINES SIDEWALK BEYOND
w NO. REASON DATE
t o ` 6' MIN. CURB AND GUTTER
r ~ SIDEWALK ASPHALT PAVING
cn ! OENO~TO w ~X(I ED `12:1
.
4 , BACK OF CURB MIN. 1:12 SLOPE
0' 6'-0" SECTION A
VARIES FACE OF SEE PLAN CURB
Ply `p>>
i
6-0 Fp FS
(q FULL CURB
HEIGHT
Q ,f FINISH GRADE to
i.
CURB AND, I
GUTTER SITE FACE OF CURB ELEVATION
ETAR S D
ISOMETRIC VIEW
ELEVATION OF CURB DROP
II
132-6958-00
( ACCESSIBLE CURB RAMP 121803 3)-' C803 NOT TO SCALE

as
4--MYRICA CERIFERA PLANT 1.19T
5-NEWE STEVENS HOLLY BOTANICAL NAME COMMON NAME ~1ZE SQ4I BE~dA@K~
JS~.Y
Mp V 20-ELAEAGNUS PUNGENS ~FRUITLANDII' MAJOR TREES
^ \ v.
n4' r^A\ , Acer rubrum "October Glory' October Glory Mople MIN 15' HIEGHT AND 3" CAL B+B 2-ACER RUBRUM OCTOBER GLORY' AROG 68
k11N 15 WIDE TO INCLUDE 2 DECIDUOUS TREES, 8 EVERGREEN TREE ~ ~ MIN 15' HIEGHT AND 3" CAL B+B UPMTF 26 Ulmus parvifolia Bosque Elm
1D "r: AND 20 EVERGREEN SHRUBS , K 3807 LOT 25 " MIN 15' HIEGHT AND 3" CAL. B+B
TAX BLOC ~`tH SEE DETAIL FOR PROVIDED BUFFER YARD MATERIAL AND QUANTITIES , ZSGV 49 Zelkova serrate Green Vase Japanese Zelkova
-SALEM ~ MIN 15' HIEGHT AND 3" CAL, B+B QPH 16 Quercus phellos Willow Dak w w w. l i t t l e o n l i n e. c a m
OF WINSTON ~;r CITY v MIN 15' HIEGHT AND 3" CAL B+B
RS_ g ZONED ~ ~ ONE DECIDUOUS OR EVERGREEN TREE PER EVERY 2,500 S.F ~ ~ PYYC 14 Prunus yeodensis Yoshino Cherry Tbia drmeing and !fie derigrr rbewn are the propety
OF MOTOR VEHICLE AREA i ti2 c ` Ilttle D' d Anbsrettural Corunih'n ~ BUFFER YARD ~ ~ 8•
~6 _ - - + - c
,3 ~ MOTOR VEHICLE AREA PROVIDED 3t 7,672 S F _ _ - ~ - - - 0 0 \~G - 2 S.F. 500 = 127 TREE5 ~ % ~ ~ ~ - B+B reprodnckon, copying or other rue of thir drawing 12 Mica cerifera Wax M le MIN. 8 HIGH \ yr wifbonr their written roruent is prn6ibted and any
~ TREES PROVIDED - 317,67 / 2, r ~ ~ ~ g / ~ ~ I MIN B' HIGH B+B infnirgementwillbtrabjerttolegaladion.
~Q R 12 Ilex X Nellie Stevens Nellie Stevens Holly
i ~'i .q MIN 15' HIEGHT AND 3" CAL B+B Q iittle2003 5 Acer Rubrum October Glory October Glory Red Mopie
\l'° ,p7, 4D E , ~ " CONT.
Kao ~ ~ , .07, ~ .i 1.11 Elaeagnus pungens Fruitlandii Fruitland Silverberry MIN. 24 -30
~7 j i ~ White Pine MIN. 8' HIGH B+B 22 Pmus Strobus
.
W, ~ S, , e
71.7 , , , , , <,r .r. ~ , l S . A
N,,....~ ~ , C~`U~~Jii ....ice, U. ` iF 1 a~~~~j~CC;~
~ a~Aa „ N ~ \ A l 1 a.,~a. r,,. ~ T ~L PLANTING MATERIAL PER 100'
, .~j t
j i SCALE: 1 = 20
i ~ ~ ~ EMENT a' ' ~ R EAS i~ ' S[L{~WE \ ~ i ; 1 r l ~ l
F: i l Nt,TE~ f~11QATi0N
I \ x I °aa~° ar~~°. ff11.~ .~cr^.~~a Atl C `~l a,. 1. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL UTILITY LOCATIONS
~Y/ W'AGC~¢23ipMOn yhj a8.y~' l I Tai O ~a~yGnadcF qA p~.fSF~ , I V i 4 fl U~ ~ 1. CONTRA F I RIGATiON SYSTEM. CONTRACTOR PRIOR TO EXCAVATION OR MATERIAL INSTALLATION. 1. CONTRACTOR SHALL VERIFY THAT AVAILABLE WATER PRESSURE IS ADEQUATE OR R
c ~+~J •"N 11i SHALL VERIFY IN FELD PR10R TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE 2. ALL LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH
a*R i _ ~ ~ ARCHIII I ~ o 4 ' ARCHITECT OR OWNERS REPRESENTATIVE. THE 'AMERICAN STANDARD FOR NURSERY STOCK AND SHALL BE
Z s`, I c A~ ~t ''i 2. GONTRI M NTS INSPECTED PRIOR TO PLANTING. MINIMUM TREE 51ZE AT PLANTING 2. CONTRACTOR TO PROVIDE IRRIGATION LAYOUT DESIGN TO ARCHITECT FOR APPROVAL. SEE IRRIGATION REQUIRE E F SINGLE STEM TREES , ALL MULTI--STEM
~ ~ m ° ` I ~ PARAGI x m r a; IS 3-INCH CALIPER (OR ) PARAGRAPH.
Q ~3 ~ G7 PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL
xt 3. CONTRI I ~ 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF WATER METERS, BACKFLOW PREVENTERS, VALVES, ELECTRIC WIRING
~ '1 y FOR TH I ~i \ ,ti , , FOR THE IRRIGAl10N SYSTEM, ALL SLEEVING, ALL FITTINGS, ADAPTERS, ETC. TO COMPLETE THE IRRIGATION SYSTEM. 3. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION, ADDITIVE OF NUTRIENT AND FERTiUZA110N PER TESTING A5 OUTLINED IN
I ~ ~ ~ v 4. CONTRI 4. CONTRACTOR SHALL AD~1ST ALL HEADS IN FIELD TO INSURE MAXIMUM COVERAGE, ELIMINATE OVERTHROW ONTO PAVED SPECIFlCATIONS.
~ ~ ~ F' i ~ ' AREAS, t AREAS BUILDING AND WALL SURFACES. LOCATE HEADS 3" CLEAR OF ALL HARDSCAPE SURFACES.) ALL AUTOMATIC (
x I ~ VALVES r ~ \ ; ~9 VALVES SHALL BE INSTALLED IN A VALVE BOX AS SPECIFIED. COORDINATE SLEEVES WITH GENERAL CONTRACTOR. 4. IF ANY DISCREPANCIES OCCUR BETWEEN QUANTITIES OF MATERIAL
~ 1 ~ it ~S, ~ 69' / 5. CONTRA SHOWN ON THE PLAN AND QUANTITIES LISTED IN THE PUNT UST,
\ f~ ~ ~ ? . a s ~ ROOT 5. CONTRACTOR SHALL COORDINATE PIPING LAYOUT WITH LANDSCAPE PLAN TO INSURE PIPES DO NOT INTERFERE WI THE QUANTITIES GRAPHICALLY SHOWN ON THE PLAN SHALL TAKE ROOT BALLS OF TREES OR ROWS OF SHRUBS. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT OR 0 PRECEDENCE,
PS ` ~ 7 ~ ~ , .~f ~ F gyp' SSS~ sp' ~ REPRE; REPRESENTATIVE.
5. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND
; I , ~ M..,~ f r;. CONTRr \ 6. CONTRACTOR SHALL VERIFY THAT ALL PERTINENT LOCAL AND STATE CODES ARE BEING OBSERVED. ROTOTILLED INTO TOP 12" OF SOIL
r. 1 7. CONTR. 7. CONTRACTOR TO PROVIDE THRUST BLOCKS ON 3" MAIN AT ALL BENDS AND TURNS. 6, CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SOIL CONDITIONS
~ ~ '1 , .~~R;~A~ THE CONTRACTOR CON~DERS DETRIMENTAL TO PLANT GROWTH.
T OWNSTREAM SIDE OF BACKFLOW AND AT HYDRAULIC CONTROLLERS. 8. PROVIDE GATE VALVES A D 7. PLANT PITS SHALL BE BACKFILLED WITH SOIL MIX CONSISTING OF;
ONE PART BY VOLUME OF COMPOSTED DAIRY COW MANURE WITH
"'~~i ~ THREE PARTS QUALITY TOPSOIL
~zl t~~~`~ r i ~ ~ , t ;l, B X \ I , ,,ti
~ ° ~ ti , ,~~,';tr;, ~ .d~~ ~ A _ •M i ~ ~ r l~+ rr 2 Tp ~ V 8. ALL PLANT BEDS AND NEW TREES SHALL BE MULCHED WITH 3"
_ . THICK LAYER OF PINE BARK MULCH,
' ~ 11 ~ . ~ Y 2 ZSG oc CONTRACTOR IS RESPONSIBLE FOR THE SOIL PREPARATION AND
SEEDING OF ALL NEW LAWN AND DISTURBED EXISTING LAWN .AREAS.
r j~ ~ t i 1 • ,L /`r
t i , ° . ti~ ~ AROG SAS ~ 10. ALL STRAPPING AND TROP 2 3 OF WIRE BASKET MUST BE CUT AWAY / AND REMOVED FROM ROOT BALL PRIOR TO BACKFlLLING PLANTING PIT.
.r. ' t ~ .iiL i r , ,r' 1 ~ REMOVE TOP 1 3 OF THE BURLAP FROM ROOT BALL
IRRIGA , r ~
8 r r c ~J~ yp ! SLEEVE CT Ir~ j r'' \ ,.r .,.ti .r" . 'i.ti 11. FOR PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND
I ZSGV ~ , z CONSTRUCTION BEDRIS; REMOVE COMPACTED SOIL AND ADD 24" OF NEW
f l 3 ` r 'a 1 ~ 2 1 ~ E \ AROG TOPSOIL -OR- UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO
~ r' 1 j 3 MEET TOPSAIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 200 SQUARE FEET PER TREE).
8
{ ! ` ,~M `'f ~ ~ S' \ , ° 2.2 , - 12. LARGE MATURING TREES MUST BE A MINIMUM OF 25 TO 30 FEET FROM THE
i r f ` ~ OVERHEAD DISTRIBUTION OR TRANSMISSION UNES. IF TREES CONFLICT WITH ~,m
` t OF POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
I l r _ 9 ~ ~ • 50, %r; ~ r ~ i ( 1 ! I `r 36.8 , 2 W 8~ 6. ~g2 ~~Q 13. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT
~w_ 3 °r .513 ,~r ~ 1 .i~,51 ~ MINIMUM OF 15' OFF SEWER AND STORM DRAINAGE UNES; MIN. 10' OFF GAS, S 91ti ~
'I i ; ~ i a AROG fig. ~ WATER, TELEPHONE AND ELECTRICAL UNES.
r ? r' r,~ r _ r 4 . ~ ~ ~ ~ , z 12 r„ QPH QPH QPH - .w.. r 1 ~
14. IN ADDITION TO THE SOIL MIXTURE, LANDSCAPE CONTRACTOR IS RESPONSIBLE
.'rSj _ i( d Z ~ ~,;,j 1.~ r- y V~ , ti SSARY SOIL AMENDMENTS ~ ~ FOR PROVIDING AND INSTAWNG ANY NECE
y vA ( /Y ~tiy` ~ ~ AS INDICATED BY SOIL TESTS, AS WELL AS, AN ADEQUATE DRAINAGE SYSTEM FOR ~ S ~
_ i ~ 3 , ~ • ° ~ PLANTING BEDS, LANDSCAPE CONTRACTOR IS RESPONS~BU: FOR X58.. PROVIDING AN ENVIRONMENT SUITABLE FOR 1NE GROWTH OF HEALTHY PLANT
y ~ F ~ MATERIAL REFER TO PLANTING DETAILS FOR INFORMATION ON PLANTING BED
' ~ ZSGV AROG r y / ' r ~ ~ ~ ,~~,•.~w PREPARATIONS. ~ ~
I ~ ~ MUST BE PLANTED IN CORRELATION WITH .THE APPROPRIATE 15. ALL PLANT MATERIAL
ri r I 4 ~ ~ .ere' \ 3 i' Sir ~ i S,,.~ ~ ~ ~ ~V,, ~p " IREMENTS.SOME PERENNIALS MAY C 2 GROWING SEASON OF INDIVIDUAL PLANT REQU ~ls,,,,!~R® ~ ~
i ~ r,~ ly ~ I ~ - UPMTF , ~ i t 9 ~ ~ ~ ~ ~ RE UIRE A SPRING PLANTING IN .ORDER TO SURVIVE A FULL. WINTER DORMANCY. ~ •''os"'°•••.~
,`b • AROG GENUS SPECIES AND VARIETY OF .EXTERIOR PLANTS cw ~a:
N•, 18. PROVIDE QUALITY, SIZE, ,Q . 2 APPU LE RE IREMENT'; IN ANSI 260.1 ~ ~~5 ' INDICATED, COMPLYING WITH CAB QU ,
~ ~ r~ r""..,.. 3 ~ 1 i ZSGV r ZSG? / ~ t r r ~ ~ 1 1 ~7. ~ r 1 `f / E AMERICAN STANDARD FOR NURSERY STOCC'
, f 1 rx 4 I 3 ° ~ f ~ E ~ r ( ~ . I ~ ~
~ ~ ~ SLEEVE (TYP)
t r t ~ i" i ~ ~ l w AROG ~ .8~ AA
.
AROG PYYC t r~~ i lc:.r~~~ r ~ r ' ~ SEE DRAWING L201 FOR PLANTING DETAILS AND IRRIGATION SLEEVING DETAIL y 2 r $ ~ 68S ` . .
'Y ZSGV ' 9 / ! ,3 j ~ ZSGV
SR • ~ `y. .i°,• 11?A11LLLlt
p ~ \ r° ~
r,..~~:~ ~ ~ t i ,2 - t ~ 2 ~ h. ~ • t,, Co orate Head uarter
~ ~ ~ r R 7 ~ \ , l ~ ; • ~ .e ~ ~ zscv ~
~ ~ Winston-Salem NC . ~ ` . ~ ~ .
:-i:: ZSGV ~ ~ 4 a . .
,,w........._-- \ 3 ~ ~ / A , _ - s• lu ~ , • _ - . t - I } _
.,,ti, / ~ ! 1 ! ~ ti ~ ~ • I' . -
z ~ ~ y I 1., ~i ~ ~a...._,. ~ ~ ti ~
J ~ f ! ~ PH s i 2 ZSGV
, i, _ ~ 2
QPH , # ~ g . ,l g PRACIPAL Ih C,Ffh1tGH
~ , r ~ t ~ n~4rnv ,
S B ~ r 0 f QPH a iT t ' ~ j T~ f ZSGV ~ P&DJHCf b1MiAGHR w _
~ ..~r ~ w, ~ ~ ' E .1 t F . ~ j 2 ' ~ 2 ~ _ d P 1 ~ , ~ Davy ow en
y` :.r..::c:l:'"1:».....~ „fir ° ~ / ti~ ~ `-.r.;a X10 +ro ~ ' ~ - . .
F . am A. Kraynak
1\`.. w.... 2
r YPH NO. REASON DATE
x _4
SGV SGV f'„
63 3M / W \ ZSGVi; r~
o f~ S ti, r•, W ti 2 ZSGV M
\ ~ , IRRIGATION F
xa SLEEVE (TYP) ZSGV
9 ZSGV / A? t '
2
7hoftUGHF ARE 0 -VERLA AROG
OR' j Y SUFFE7R Y AROG
r 5p7
d O a I w ) 1~,`
o r SEVOER AROG ~ f ~ w 6' .
EASEM ~ I
f TREE PLANTING f t f ti_....
a m BUFFER YARD
C .
N79-08.0,3. 389.37' • i • f:~' ~ m PLANTING PLAN f ~ ~ f ~t Q f F i
r CONC MO WITH ISK , v _ 20' ROUGHFARE 0VEIRtkY BUFFER,
- - - - - - - -
/ app 260.16 S89'4 . W
WES ML
132-6958-00
i 40 20 0 40 BO
TREE PLANIING/BUFFER YARD PLANTlNG PLAN / -
SCALE; 1" = 40' 7%mrmm%mmmj f 12 18/03
SCALE 1 40 L101
I

12D'
BLACk RUBBER 120'
HOSE
120' 120 ~ PLAN ROUBLE STRAND
12 GAUGE WIRE
j,. NOTE: 120' 120'
1. FINAL TREE STAKING DETAILS w w w. l i t l l e o n l i n e. c o m
AND PLACEMENT TO BE
~ APPROVED BY OWNER. NOTE: Thin wing and tba dedgn rhemn me the properr~
2.CONTRACTOR SHALL ASSURE t. FINAL TREE STAKING DETAILS ofLitdeDiedArrbitecturalCmuxlkng. The
PERCOLATION OF ALL AND PLACEMENT TO BE rgprodxdion,copyiagorotberanoftbirdrouring
W T PR10R TO R. PLANTING PI 5 APPROVED BY OWNE a=ithard their avitlrn mnra~t a prvbibitcd and a~
INSTALLATION. M entwiJJ6e ~ctto !action. 2.CONTRACTOR SHALL ASSURE '~a
PERCOLATION OF ALL 1 " ®Little 20D3 ~ ~ ~ PLANTING PITS PRIOR TO
tiu ,\n' ~ 3.IN SEMI-IMPERVIOUS SOIL CON- ` INSTALLATION. DITIONS, ROOTBALL SHALL BE '
`j'V~# 4° ABOVE FINISH GRADE.
FLAG LOCATION OF END OF SLEEVING ~N' COORDINATE WITH LANDSCAPE PROTECT TREE TRUNK WITH
K RUBBER HOSE ARCHITECT PRIOR TO SETTING r. BLAC
HARDSCAPE MATERIAL-(ie ASPHALT PARKING & W J ROOTBALL ELEVATIONS. 10 GAUGE WIRE WITH
ROADWAY OR CONCRETE WALKWAYS AND DRIVES . o W = PROTECT TREE TRUNK WITH ' GALVANIZED TURNBUCKLE
2~ V lil f!1 = BLACK RUBBER HOSE ~~,I " 3 MIN. OF HARDWOOD MULCH
~ X ,i DOUBLE STRAND 12 GAUGE WIRE ~
Q Z f5<:~: J ~ WITH GALVANIZED TURNBUCKLE, Aa ~ - SHOP
" 0. Q' 12 MIN. ~ ATTACH WHITE PLASTIC FLAGS 3•,1 I..
w ~ w Q OR APPROVED WRAPPING
~ w FINISH GRADE , J '.3. PEG SOD -0N SLOPES Fq i:: 3 MIN. OF HARDWOOD MULCH
U N ~ 11 OF 3:1 OR GREATER ( it 12 SOIL BERM TO HOLD WATER ~ ; E ~ '
..E W O f I~I~ ~i~i3' d' ~ fy. (6J , ~ FINISHED GRADE
Vii.. : i Q ..o~ ' ' J 'Ei THREE 2x4 STAKES 36" LONG ~ ~ ~ E ''i?;~ " ( ) ro ~ ~ ~ ..:~1 ~
I ( i i „ :1 f.• ie a ~.wu ~ w r~~t ~1"' t tE ~g1TT""^ I ~ ;e 'I ~ " t fk;' ~ .il i i....... _v~"fE E..~ ~ ~ ° b::~l ~?1 E EI w. f ~ BURIED BELOW FINISH GRADE . ~ ; ~ E THREE 2x2 STAKES (30 LONG) ~ . BURIED BELOW FINISH GRADE E , z ~ i
f ~ ~ ~ i . : ~ ~ ~~,t ~ ~ _ I , ~ Z i...... "I:.. c f ~ ~ ~ ' E ; ~ ~ ` B&B OR CONTAINERIZED
_ I X f J ~ FINISHED GRADE --.E ~ , ' ; t E t E ~E (SEE PLANT SCHEDULE FOR
a i;.:. .r. f ~ \ n t4 E ~ ~ ~ : B&B OR CONTAINERIZED - ' Y . ~ ' ROOT BALL REQUIREMENTS) ,EE r
~ ..m., ~ ~ 3 ~ 1 ~ f E 1 ~ . ~ SEE PLANT SCHEDULE FOR
,1 ! GYP .t ROOT BALL REQUIREMENTS ~ ~ ` PREPARED PLANTING SOIL ~~i ~ CUT AND REMOVE BURLAP ~ , ; ~t , - AS SPECIFIED
~ 1' , ( , , FROM TOP 1~3 OF RDOTBALL)
. r: -
SCARIFY SIDES OF HOLE ~ I':'.::', t I , , t- i TO 4 DEPTH MINIMUM , , ; 3 , ~
ri3... ' ~j4......E I I~ ' AEI i:.::
PVC PIPE-SEE PLAN FOR SIZE OF SLEEVE ~ ~ E ~ _ ,...,..,iii-~-•J. i ! > , , i i°- i 3 i ! ! ~ PREPARED PLANTING SOIL { ~ ,W._,I ~ i.... '...~.E ~ ~ ~ I .}_E,. AS SPECIFIED 1
al ..~j:. ~ I _ _
_ _ CAP ENDS OF SLEEVES COMPACT PLANTING 501E I
BENEATH ROOTBALL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
3" MINIMUM OF HARDWOOD MULCH
3" MINIMUM OF HARDWOOD MULCH TO HOLD WATER SOIL BERM
c SOIL BERM TO HOLD WATER EXCAVATE EN1iRE BED SPECIFIED
FOR GROUNDCOVER PLANTING BED
~ EXCAVATE ENT';RE BED S'PECtFi~ TO A DEPTH OF 12"
e~ iik:;p ' II :f . : ~,dS ` lE :El1i I c:? I" I ~ ~ ~ ~ FOR GROUNDCOVER PLANTING TO " FiN15HED GRADE
'~E' T 1Ea v r A DEPTH OF 12 Opti ~ ,
r ' f•` i f 3 FINISHED GRADE lil~~il I''ha ~:E.
,'n ~•E . .'n it lE~, E:,. l',, ','Iji-..~,
~ . i S
W, L.......i, jj ~ y ' . ~
~ ~ ~ 3 .......I ~ ~ ii
:t~ I 3 - ~ , I .....E ,r~
l.: ~.r ~ ~ f.......E, ! ~ , ~ ~ ~ ~ ~ _ I I ! `~w PEG 50D ON SLOPES E w ~ ...,E a , ^ l j i ~ OF 3:1 OR GREATER
.~,i te. ..,3 . = ESE ~ SCARIFY SIDES OF HOLE ~u, ~ I,..... Ei
.~.......f;......:. • € .............._I ' TO 4" DEPTH MINIMUM ` ' SCARIFY SIDES OF HOLE
iv`" ~ I r _ ~ . .....i i B&B OR CONTAINERIZED - ~ 6,:'; ' ~ ~ I,:•~-~ TO 4 DEPTH MINIMUM ; b
i i....... .._._...i t _ l ~ SEE PLANT SCHEDULE FOR ~ ~1 + ~ I A ~ R CONTAINERIZED
4... ~ 1 ROOT BALL REQUIREMENTS ~ SEE PLANT SCHEDULE FOR BURLAP ~ ~ , I I E: CUT AND REMOVE ,
6 ~ ~ ..:.._E E r......., , ( , , , _ .,f, ROOT BALL REQUIREMENTS) FROM TOP 1/3 OF ROOTBALL) } ,II
TSP. I NOTES: i ..,.:..,;:;_.:..E.::.., PREPARED PLANTING SOIL _ r
1.CONTRACTOR 5HALL ASSURE PERCOLATION PREPARED PLANTING SOIL ; € i ~ ...I ~ { ' I F I AS SPECIFIED. NOTE: WHEN A5 SPECIFIED. NOTE: WHEN " ~ ..:..:.........._~',11= rvvt ,.,y: ,.;..f I
OF ALL PLANTING PITS PRIOR TO INSTALLATION. • ~ , GROUNDCOVERS AND SHRUBS GROUNDCOVERS AND SHRUBS 6 ' ~ I:::°::: E':== ` USED IN MASSES ENURE BED
I USED IN MASSES, ENTIRE BED TYP. VAT ~ TO RECEIVE NOTES: TO BE EXCA ED
2.IN SEMI-IMPERVIOUS SOIL CONDITIONS (AND FOR TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT
N ALL AZALEA PLANTING), ROOTBALL ELEVATIO ANT 1.CONTRACTOR SHALL ASSURE PERCOLATION PLANTING SOIL AND PL MATERIAL MATERIAL OF ALL PLANTING PITS PRIOR TO INSTALLATION.
SHALL BE ; 2" ABOVE FINISH GRADE. COORDINATE COMPACT PLANTING SOIL
WITH LANDSCAPE ARCHITECT PRIOR TO SETTING ~ COMPACT PLANTING SOIL _ LL BENEATH ROOTEALL 2.IN SEMI IMPERVIOUS SOIL CONDITIONS, ROOTBA
ROOTBALL ELEVATIONS. ~ BENEATH ROOTBALL ELEVATION SHALL BE ;2" ABOVE FINISH GRADE.
COORDINATE WITH LANDSCAPE ARCHITECT CA R®
PRIOR TO SETTING ROOTBALL ELEVAT10N5. ~ d. sc° ~ •:9
~5
NOT TO SCALE NOT TO SCALE
C p~~
120 ?8' 3
BLACK RUBBER NOTES: Trultant
HOSE 120' 120 1.FINAL TREE STAKING DETAILS AND PLACEMENT
DOUBLE STRAND ~ TO BE APPROVED BY LANDSCAPE ARCHITECT. CO orate Head carter ~ q
12 GAUGE WIRE r 2.CONTRACTOR SHALL ASSURE PERCOLAT10N IriSt011-Salem NC
' r; ; OF ALL PLANTING PITS PRIOR TO INSTALLATION. NOTE'
1. FINAL TREE STAKING DETAILS , 5EE SPECS SECTION 02925 PART 3 EXECUTION.
AND PLACEMENT TO BE ' . 3.IN SEMI-IMPERVIOUS SOIL CONDITIONS, ROOTBALL APPROVED BY OWNER. ~ ; M' a~•• 2" ABOVE FlNISH GRADE.
ELEVATION SHALL BE
Z. CONTRACTOR SHALL ASSURE ~ ~ ~ COORDINATE WITH LANDSCAPE ARCHITECT ~ ~ ; „ PRIOR TO SETTING ROOTBALL ELEVATIONS.
PERCOLATION OF ALL PLANTING PITS PRIOR TO ` ~ ~~t ,
INSTALLATION. '"~j '~f
t` ; t ~ PAIICCB?AL Ev CHARGE f ~ °T.~ f _ ~ PROTECT TREE TRUNK WITH 1
3. IN SEMI IMPERVIOUS SOIL CON- f Jun Gamb e i ;f DITIONS ROOTBALL SHALL BE ~ ~ BLACK RUBBER HOSE ~ p t
4 ABr r PROJECT 3fATiAGEA " OVE FINISH GRADE. DOUBLE STRAND X12 GA. WIRE
COORDINATE WITH LANDSCAPE F~ = David Powlen I
ARCHITECT PRIOR TO SETTING , ; ~f TWO 2x4 STAKES (8 LONG) t, ~ DAAO!'hBY
ROOTBALL ELEVATIONS. ' ~ 1 Adam Kraynak
h Y~
PROTECT TREE TRUNK WITH ' . No. Ranson UAlT
BLACK RUBBER HOSE
I II
DOUBLE STRAND 12 GAUGE WIRE 3" MIN. OF MULCH WITH GALVANIZED TURNBUCKLE,
1 SOIL BERM TO HOLD WATER _ FI ATTACH WHITE PLASTIC FLAGS
OR APPROVED WRAPPING ) FINISHED GRADE .
3" MIN. OF HARDWOOD MULCH
E . ,
SOIL BERM TO HOLD WATER mumm
" ..l 1.......ll• THREE 2x4 STAKES 36 LONG} I
{ _ ? " SCARIFY SIDES OF HOLE BURIED BELOW FINISH GRADE WW€ ' ...F~~ TO 4 DEPTH MINIMUM
- € '•5 € , B&B OR CONTAINERIZED
i E FINISHED GRADE ! - 3-- SEE PLANT SCHEDULE FOR
I....:... _ ° 3ry. f E B&B OR CONTAINERIZED _ d ROOT BALL REQUIREMENTS • I;:
TYP. j J SEE PLANT SCHEDULE FOR r> € (CUT AND REMOVE BURLAP
iJ ROOT BALL REQUIREMENTS I FROM TOP 1/3 OF ROOTBALL)
(CUT AND REMOVE BURLAP r I l PREPARED PLANTING SOIL k . .I .i::.: .s...: r°.:..i.
FROM TOP 1/3 OF R } . 1.. AS SPECIFIED.
Ilk t iW SCARIFY SIDES OF HOLE I . .::-I i l.! _
N} E TO 4° DEPTH MINIMUM I I COMPACT PLANTING SOIL I€ BENEATH ROOTBALL
PREPARED PLANTING SOIL 12"
LANDSCAPE AS SPECIFIED np,
COMPACT PLANTING SOIL DETAILS
BENEATH ROOTBALL
7 EVERGREEN TREE PLANTING DETAIL
4 MULTI-STEM TREE PLANIING DETAIL NOT TO SCALE NOT TO SCALE
1
132-6958-00
i 12/18/03 L201