20061331 Ver 1_Site Plan_20061016

f~ ~ 00 p Z -p
` ~ 1 26.76 STA. t,27 ~
O1 /6 'V
~ o0 0 15 STORM ~ • 5 8"OSS 8"4SS
3 x 30" CP DRAINAGE ESMT. ~ ~r EP: 1+99.23 v~
MH~-#8 R aTA;14+65,42 Op C -#32A A ~r 153,48 68.00' 60.00' 60.00' so,oo' s ~ ` ~ / 0,40' r, ~ 4 ,as' ~ RRSS' ~
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. CB- 33 1+ a / , ~ ~ ~ srA:17+28.25 , ? ~
\ ~ ~ 15 15 ~ / ~ ~ \ ~ ~ ~ ~
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~ ~i ° f ~ ~ o ' ~ v ~
~ ~ 'B-;$34 ~ ao
x ~ ~ \ ~ • 8+64,35 0 + a a o a 'l °o o $ rya 121
~ Q0, ~ ~ ~ ~6,~ ~ ~ o t ~ ` `'RC a " 1 2,72' " 68,00' fi0A0' 6OA0' N 60,00' 60.O1T 64,40' ~ CD ~ Q' w
~ 124,57
"KLlllr .~.~I VE fir, i _._._____M STA;0+00.00 ~O I ~ ~
STA;17+07.76 ~11r 1 !SS MN-~4
~ ~x " 4
.,o ~ ~ - - - . _ _ a~mw ~ s'aw_ ._~___s33 ~v~ ~ ~
~ PROPOSED 6Q' UI ~a~ ~
x o d oQ r o e~' ti ~ o• MH-~6 60.00' 0 ' p 60.00' 60.00' 60.06' 6O,OQ' /~!y`~
r ~4(' STA;1 $7,62 STA; 21+87.76 STA; 21+87.76 6J,g~ ~
x~ ' 99 cn
/ ~S~ 7~1~, 4
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140
135
~ _ _ _ STA 4+26.76 --•--•-LAW-PAIN LEA/-b20r25----- 23.8i~ ._LOW-PQLNT_ TA~_ 17+00
i23~1` ~4 :126.39' PVf-STA_ tfi+S0;00---- 24" CP INV IN ELEV = 120.31 PN ELEV f20,50
- 0"`RCP-INV'OtlT'£CEW =~t20;2'7`` - A~ 2f __w.-.___.._ ______w._._ _ K= .6,81
EXISTING GROUNO LVC= 00,00'
A W p N 130
r. ___.._Q N p " NIGH POINT V= 119,75
X369;--- - r TI ~ ---HIGH-POINT- TA¦_18+00--_..-. _ _ ~ > y PVI STA= i$+50,00
II 8- ---..-pgt"i:tE -11;50-~__._. _ t~- w w w A= 005 NIGH POINT LEV= 1t7,S0~
_.._._vLbW'POIN1'~tEw~tt2;itt"'-'- I,OW POINT STA= 23+00 125
~m - r~ j m w PVI ELE 117,00 A Ali +
_ t _30" ~ O N ~ ....__..._,Q...,,,,__~_.._ _.....Gy .,p..__..._...~ 5=2,50 7. d of d of K= 6.88 PY.1_~1-~.: 11.3..30 _ AA d,o27
, _ ~ c~..,;,.._._.._..._.__ sa -{,-g0; g- ' -------t-VC=_ .00;00`_.__ + + z zs _ LVC= 00,04'
~ III ~ g D
"SAS > w- -•----------v~• -_----ar. '"""'"`o M ci N o*- a~ ~
,r !R ~ > >w > ~w 120 w c"vy
r3' `B' -_.1:6009; r r4- w ~I a w___..- a
--2.444%'- ° > r. ~ ~ ~ .U N _U
Rea--_ - - . '114,90' i ~ _ ....i... 00 m...
A CONC
y ,103.71' ~ 115
.LEV = 1 0.51 _ C LC24.i."50--- "*••c:--S 1~_. a _ K _ _ JT~LEV-`l2 , g i % 36 RCP"'_-t.=f3 09' S=0.454% • _ - - _
; 6°-RCP -1.'=212;b3"__5...0,423% _._____F --CB~(33>1 STA 15+05,22
5 0,335% "
_ Tl P2~-.12.4,63' _ _ 30" RCP INV IN LEV = 118.25' i2" Y ~ - 116
„ , PV ' STA f6+64,35 ° •917% ~
TOP =iiI'9,32' _
- H~8 ""~~'-'-CB-~}32B ""_-35"'T~C "tNV7Ft~tEV =-'tt~3;80'~""_.._-.. .B-1jCi5-Overshe STA 14+' 5.42 STA i6 21,48 STA 20+79,8 ___..,__,..,.12. _pl_.___L~3O6A6' X549.°--
Vf-,h8':-Dt ON '8~ _ _ ~_36"_13CP N.Y_9.ULELEY. =_ti3,7_Q__- - .._4.68.,x,. RIM ELEV 1 .733 7AP_- 21.3 ' - _
~12"'P C'INV'IN`EtEV = i~'75 -C9 X33------ --.-p 1.1?, 9'
12" PVC INV OUT ELEV = t6,50 36 R P INV fN ELEV = 15,77 ST f7+28,25 36 RCP t V IN ELEV m i12. 0 105
7.6 VF 48" QIA CON.. _ TQ. ~.12Q,3.1' - _ ~ - RIM ELEV = 120,20 36" RCP INV IN ELEV 114,50'
_ SUMt? ELEVr=-..1.1.2.3. 36" ROP-INV--OkIT•ft:E --=--19#;44'-__.__ ..MkL 12" PVC iNl IN ELEV ~ 112.5 STA ; ..MkL 5_.~_.~.. STA 21+$7,76
-i2"'PVC-iNb UT'ECEV = t17~1 - .-5;2 - RiM --5;2 a/F-~48"-DI+F-SONG - RiM LPV = 114,236
2"- -W~'f2„ Structure - (GI)
100 3,03 VF 48" DIA ONC
• 7.3 VF 48" OIA CON _ _"Ri 2
12" PVC INV IN ELEV 111,80 _ ~ -_~.._.~..._.~N JNV I = x,19
- - i2"- PVE-INI+-QUT^EL-E -a-t+i;70_______._ _
~A_~ _ _-.___v- 95
~ - oc~ i' zoo6
_ L~dN.YV~t~ pU~~IT'Y
fJ/ ~ h ~ h ~ N~' d~ U ~ Q!ay 4sotOp ~ro `~;t!') ESQ ~'"n ~O q~ dn''~ p ~j 80 h h q Q p ~ n Q$ e} V' N N
c°ivO1 N~ N~ N~" Nrl wn rn~ ~ro ~a3 ncn odd °acd ~m ~cd ,~n N N ~ ~ ~ r ~ r e- M e» ~ F~ MM ~t+I a~ ~c1
14+06 15+00 16+00 17+00 18+00 19+04 20+00 z1+00 22+~ zz+oo 23+0o z4+oa 2s+o4 P:\O6PRaJ\8281\8281-LDDT\dwg\$287A-C3D-PRELIMi,dwg 5/i6/2406 6.32;57 nR~ C("
`,,dpiNni~,lq+~' ~ Date August 2006
PER Cf1'Y ENG1N);ERING $-31-06 DMP . a Scale : Man No.
a~~ f cci;; ~..'Y.a ~..~s ~ ~ r ~ Pa s~ ~ 11 i`7 l '1 '1"'1 '1 '1 1 t T1 ~ ~ t1
a,~ ~..~.aaaa ~a ar ~a,a v a ~,raa to toun zi i V ~ X- . 1-1
SEAL Construction Drawmg 1„ 50' 06-L--8281A _
026478 ; Engineers Surveyors Planners
Wilson County, fNC Sheet No, C3 of 6
a 2201 Nash Street NW, Wilson, North Carolina 27896 252 291-8857 TU
uuiu+r

0
,LEGEND » A TO B r EXISTING IRON PIPE TRAVERSE LINE ~s ^U
0 NEw IRON PIPE Z
~ coMPUrED POINr ALONG TOISNOT SWAMP ~O N~
¦ EXISTING CONCRETE MONUMENT N14°36'33"W $.04 0 1332 N R~
D NEw CONCRETE MONUMENT ° „ ~ EXISTING PK NAIL N76 23 15 W 100.97 ~PK~ x`450
a NEw PK NAIL N30°49'52"W 121.11
® N,O,c,s. MONUMENT N59°42'44"W 45.31
il? BENCH MARK ° 124.19 • EXISTING RAILROAD SPIKE N46 15 02 W
0 NEW RAILROAD SPIKE N29°37'27"W 97.17 ITE ,33~ Ro
+ ExISrING saoT ELEVATION N35°09'53°W 63.88 -a UpGN~RGH
} PROPOSED SPOT ELEVATION nxLE N15°04'49"W 94,08 c~ 2N ~A
s ExISTINC AxLE N36°10'.19"E 65.86 Z .a w ~N
N61°33'35"Vd 78,87:: ~
Pd44°11'37''W; 114;40 i
I Ol 46
x!40°00'46"~: 7.2;87.. ~ ,
I ` ~ P103°15'55"~~ 55.Q0 / / Vicinity Map
- ~ ~ w rlNC MH- 1 N33°28'31 "L;, 77:Q4 E s # Not to Scale
a ~ NQO°28 11 W 163.43' ~ ~ H~~~~~~ ~
EX MANH LE OSE'D JO' ° E0,26:
n~ N17 44 56 E'
N E CREEK t ~C06 08 54, ~ ~ 8 122 BANK ~ ~ ~ ~
w n MH- 2 ~I 9° 5' "iN 64.35: ~ Q o ~r p EX CREE # Q ~ _ 20 ( STA;3 61,50 \ 1 BANK I ~ ~ ~ ~
cp * n ' Pli
~ ~ 21 N 77e Q 9°95 ~ ~ z ~ N75'38'17" + ~ , ~ ~ ~ ~ ~
\ ?0 MARGARET LAM ~ ~ ~ ~ ' ~ ~ ~ l
.4 9B,77, 3724-52-703 CITY OE WILSON ~ \ f~ EXISTiNO
~ \ 60.00' ~ B 1773 PG 5 6 CITY OF Wil \I ~ 60.00 60.00' ~ Ep; BARRICAI ` 4 ~ \ 6 . 0 60.00' 6 ,CO' ~ , 13+ 8.39
fi0.00 so,Da PI: 2+f 7.36 0 3 ~ 4 a ~ 114 60.Q0 79, 79' 74 04' N7 '59'29" 3g f BARRICADE ~ , ~ I GAS VALVE
~ o b ~ i42.t ' f 2527,45 R
STA;2+ 7, 3p, ~ n 4 p 0 2Q84 1 , o ~ un A 4 M 4 4$ o/ ~ 3 ` N71"i9`I6"W ' 3 124.2$' 43.30'
so ~ 4 ~ p N o° 1 d . r ~ G 5 ~ 5 1 x l / _ ~
r ~ 3.9~ ~ ^ DEVELOPER RE ERY p f / I
w 9~, 60,00' 60.p0' 60.Op MH- 5 ~ (RECREATIONAL AR A) qty / /I l \L sp.oo t Boo 5 0° / ~
1^ STA;O. '_`_s5'~xl ~ ..;~F.___~~_~-.;_.__..__ ~ TA,18_.7 ,0 ~ ?x0 9 r i _ ~ MH- . ~ ~ ~ 27°29'17"E cr ~ ~ ~ '~'.Y' ~ ~ 30.50' DITCH TO I
gk' `l ~dI21lI 1111 - - i3b~'kR@ 83 ;17~ .2,97 6p 1 q i ~ 2 6 .0 60,00' ~ ?X ~ TA; 20+79. - W / / 5 \ {OPEN SPACE) / 8E MATTED U.a~CBURI
P61L A p , 60A0 8 AO' g >24"_,~: MH-#7 'h ,,u~ 8,00' .6> ~ o 0 122 2' ~ 3 STA;17+07.76 ~ 19 5~JETLANDS \ ~ / / ~y ~ (S..R. ,
ELIZABETH HEIGHTS ht - r o o ~ \ 1 !K SECTION TWO( + o g ~ O c} S7 8+ !s ~ ' ry/~ . 4 AC. / / ~ ~ (60' R
PB 19 PG 159 4 N b N + ~ ~ . S O O N W 0 ? Rif P8 11 PG 127-128 ~ g o ~ ,g + n ~ ~ 0• 'S
j v \2 ~ STA; t 7+28.25 , ~ \l0 m, v / ,g1' 61.79' 60,00' 60,00' 60.00' 119,3D' 520'58'53"E
~ ,n o y ~ OI-y2 ~ h a~ 'hp "Sr, °9~ ~o,' \ '?i,~ / 32.18
44.9 ~ ti' 5 l 117,8b'~ ~ 60,0 ' STA,1+ 7,32 C 28 ~ ~ 4 3, 452, r 3, 4'52,31' 10' . 5 80,25' 60,00' 60,00' 80,00' ~ ~ 0' ' \ 60,00 60.00' 57,47' , 5.326, 8g.8~ o b ~ n I ~ F•, ~ :
tS, 600 80 STA;1 ,48 6~ Q SSO„ ,00 60' 68. "4p
13 / . .4 2 a ~ O M ~ ~ ~ v1 \ / Q' 9 ~ ~ ~..J ~ ~ ~2 w ARC FLTER BE CMAT
~ 3o utrurY ESMr, / , LEVEL SPRE R 1+99,23 _ 0
'f ~ LENGTH= 7 ' ~ ~ STx l C MH-#8. ~ 0 ~tr~ ~ 763 h A STA;14 .4
~ l x 0 ~-w, . / 2 ~ ~ ~'V ~ ~ N ° cB-#1 ~ ~ TEr~PO~ a ~ ~ / MH-~ 4 S A;0+79,03 , CONSTR
A; 9+1 . T % .76 ~ ~ A; 5.01 MH- 10 1 f 1 ~-M, ~ ~ ENTRAN
j ,4PPRpXIMAT~` LQCA11tiN: + r `~?s~. ,~2~ 1 ryp ~4 f Ma31z~1 6aoa' so,oa' so,oa' 6o,oD' 6 30' MBL 60.p4 I .at s°mw ~ ~ ~
0~ 0 i r i ~ _ v 0,0 42,58' ~
CE8 31CP - _ 1 ' ' 36 74' ~ ~ ~ - ~556.Lt <
104 MH- 6 ~ A;13+61., 8 .--r ~ 4 CP "~l - 4 ARC FLTER----_. ' n, ~.j a
o a 5 7155 ri 24" CP Cg_ ~ l r- S A,1 +50,5 STA;1 + 0,50 7 6 . . 0' Q,00' ..60.00' - ~ STA;4+77 0 ~ o o° 30' MB~ ~ ` o 60,1 ..60,00' - ~ oG °o b + + ~
- f" _ , z c WETLANDS ~ s~H,,m~~„ L _ . ~ o N
1 0.7E 7 1~ ~ ~ ~ + o o° ~ o STA;6+55.7 ~ p ~ ~ ~ M 6 ~ C:/ ~ ~ M ~ ~ _ , iy ~ r„ti ~ ~ p Dry ry ~ ~k N t~l ~ s U«3 i' 0
~ \ ~ N O .DEVELOPER RESERVE i' MH-# 7 N (C(~„n/~ N 4 pj f ry p 3 M ~ ~ ~ t../ 4"~ r V Nr I ~y I N d' )1,55
RECREATIONAL AREA) ^y' ~9 ~ CB- 28 TA. +01,55 z a ~ A; 9.47 r ~ 2 ~ 71 ~ I
/ h ( a DI- 75.15' a I i
2 a { ` w 143.6 ' 5.18 ~ 4 ~yti Y,. P A ,~ti ...I. ~
A R4XIMArE 1% NNU L CHANCE ~ FLOODPLA N BOUND Y of / M ~ ~ ARC FILTER I Il~,~r,~i i ~
49 ~ 50 ~ 51 / / r o $ o N 62
1 3 5 ~ 0 9l P .95 0 4 AC, AL ~ \ 167.43, a3~b ~o~~o M ~ ~ ~ ~ a~ a r
;TRAVERSE I:CNE SWEGI ,LO.C~; ~ a N ~ m 30'~MBL SSTA a 1'~382~ I' ~`n° Q
~ OF::Tt1l5NOT SWAMP.: HAZARD I.. , ~ 5 2 r - l~~ - 16 A AI..: .IS PL I / CB # # (C~. ) 1188950 SF C~N5~RVA7fQN ~ STA.0+34.4 - TA, + .00 -~18 J~" / ~ e<`t' ~ ~ CB- 21 t~}! X24 - 20 ~ A0.4'~ Sew ~ 2 t~ ~ M z s
~ 2 s A ASE LfN~ ~ a ~ - TA, + ,00 / , 0' # t~3+24,66 40,35 + 80,00 57,94 ry ~ MH-#23 ~ it
167.34 ~ ~ 135. ~II10a ~ ,~H270H~1 g0 \ ~ ~ STA; 4+63. S 30" ~ ` a a :.~-.`°._-~=~c~ ~ MH-Ip+O .22 Jr 5 A:5+36 9 a anend Aso d08d ~ ~ TEN
j 0 0 2 o /o _.._.,~Q;_` 6.0 11T~1 Q T~ 69 ~ ~ ` ENl `
2:so' fM%a nena ,os o ~o~oadl ~ 5~
/ e ' R wL I 4 ~ 7JT' ~ ; r l~ ~ ~ 138• 13.95' 80A0' / STA; .51 ~ ~ j ~ 115, 515'53'25"E
J a o 0 3p ~ ~ ~ ry/ 3Q' MBL ~--•a 333.89' ~ Q o 0
3t" ' ,OO J 100 h M a " R 4+00 a~ ~ W N A..' N+ ~ N ~ ~ ST-#+87.6 ~ d, N ARC. FILTER~~
~ 167. 4' 135. ' 4 w
a w 109.84' 33.95' ~ « 0 9Q d / ~ k 0 ~ ~ ~ ~ M N w ~2 0~ ®d ~ ~ o
yC` y9 .I ! v m 1 w / tr ~ i ; ~ , m ' 35.00 .00 80,00 ,00 ).00' ,00' 80,00' 5000' 44,84' A~ ~ 4• gyp. MH 9 ms. ~tp~ ( ~ WTER UNE
~ ) 91ti ~ x ! ~a ~x Ox 4Q A; 0.00 ~ ~ 1
a~ M ~ 3+00 I Ip (4~ Qo 6' ~ ~ ,
~ ~ ~~W 'a+ M ~I! +S, I N" p f? b p o 33,34' 4 , 0' 1,4g'1 8000' 80.00' 80.00' 129,2T ~ , -~k~.ms.~
Q~ LEVEL: SPREADER I 1sA a $ 1CNO1N=,172. N 0~ 1 - i~ 3 3 3 ~ 6 y N i !p, N N N ' tV 4/ N ~ N ~ N ~ / / ~ ~j G~l~ ~ 0'~ ~ X24' ~ 9~w .~OQ.OQ' ~ ~
`P u ~ o a ! 0 ~p~?: 1 C ~ F I K ~ DITCH TO
,,A / cy.~ ~ STA; p~ 'L BE MATTED
/ 90,0 80.00' 8.00' .00' 80,00 f 7,66 1 SF Cg2 _ ).00' 80,00' 50,00' 80.00' 3, 6' ~~h v ' >b C I ~ :~.-ter'
18"RCP 2~ _ 30 UTIL ESM7 9 " " - - STA; ' ~ .i~ ~ ~ "
° I ~ _.....a ..~.-'~--~-F~....~..~...~. 1 ~-3b18 ~9 giLLY RAY OAKEY ~i ~ 8.4lEi k 3724-40-7197
B2 :a"ecn C 2 C 2 ~'Hf1'1 Q7 ~77t~ T Q7 ~?7E'd 70,62' oo ~ , 3724-50-0128
12J ' 00' 80.00' 8 .00' 2S 90.00' 0.00' 80.00' 80,00 OJ AC, 80.00 so+ ).00 OJ AC, 50.00' 80.Q0' 50.00' 3. 6' / CHECK DAM w DB 2014 PO 61 tv ~ l 1'~ ~ + 1 '
M ~ a N L / Q ~ mo o t0 N N ~ o f+1X) ~ a ~ 0 0 0 p n0 O o a / '~fl~ NM 142- ~a a
,A $ + $ 0 + p + 0 O '3' O q i ~ N P'N p 1 ~ f5 ,ri 14
1 ti N O d1 0 N N ~ 19 ~ O N N N N J ~Q ~J ~ ~ \
1~ . 1 n W W~ ~ ~ ~ N
4,21' ,00' 80. 80. 80.00' 80,00' 90.00' 90.00` 80,0 ' 80,00 80,00' 60.00 D,oo' eo.oo' So,oo' eo,oo' 95. a' 40, 1 .75' a / ~ I
S7 '24'19"1+~P; ~B~:oY~6' / ~ ~
S! CI Y OF WILS BARRICADE
~ ~ ~ ~ ~ ~ ~ ~
SU5,AN HACKNEY BL'ACfC
~ ~ 372480--0266 ! ~ ~ U ~
\ Dt3 1610 PG 431 1 \
r / J ~ I \
a~~ Z~Q~j
DBfli "
~ ~~r~~ ~~.rr~ ~ ~ 100 0 10D 200 300
P:~06PROJ~8281~8281-L~DT\dwg\8281A-C3D-PRELIM1.dwg 5~16~20D6 8:32:57 AM ED7
• .B Date Aprii 2006
. . • • PEB TItC COMMENTS 5-15-08 TLJ
V',•,,,.~,.,,ru ~ ~ ~ YA A n cr s'. Al 1s ~ nc A , 1 7'r1 11 7'[T7 C7 ~'1Y1 oc+» rrmv ~Nrsnu~±~±rnur. R-!fit-nB n~rP SC~18 ~ Map N0. P
11C1i111 0 111.1.V11 O(. tlaaVl:lQl.Gw>> 1 .li• LL.iVA1111 IJ%.L6/%+i1YlA71Vi1
Level Spreader Detail PERr CITY ENGINEERING 9-18-06 DMP I" = 100' 06-L--8281A
Engineers -Surveyors -Planners Wilson, NC
Sheet No. Li of 1
2201 Nash Street NW, Wilson, North Carolina 27896 252 291-8887 TId
~C,~L l~jl

i

{
LEGEND
- G - - - G EXISTING GAS LINE ;
- - - 6"dW EXISTING WATER UNE
EXISTING STORM SEWER UNE 6"4SS EXISTING SANITARY SEWER UNE
6"~W PROPOSED WATER LINE PROPOSED STORM SEWER LINE '
B"455 PROPOSED SANITARY SEWER LINE
(NOTE: NUMBER IN LINE DENOTES PIPE SIZE IN INGHES)
- - - C - - - C EXISTING CABLE TELEVISION CABLE ~puttrirrrp~
- - T - - T EX1STiNG TELEPHONE CABLE o```~~~~I ~ARD(~'bi
,1 OHE EXIS11NG OVERHEAD ELECTRIC o,• Q y UGE EXISTING UNDERGROUND ELECTRIC
RWL REGULATED 14ETLANDS ; Q~ 9
NB NEUSE BUFFER ~ -
E% NANNOLE~ wOCRSUNE ' V FLWAY FLOODWAY ~4 r TPB TAR pAMILGO BUFFER ~ ~ ~
E% BI~NK WSD WATERSHED '•~GJ NEF~•
EN CRBEK r BuiK t00YRFL 100-YEAR-FLOOD UNE `~~yq~'"••"'~4~~~0~~ - - - EXISTING R/W `~prr~tt~itnt+~PO~
a 9! 99 2}8,83' PROPOSED R/W
~ ~ N73'3S'17"E MARGARET LAMM EXISTING EDGE OF PAVEMENT ~ ~ (r
5724-51-7055 DB 1773 PG 578
'i r 4 4 N74'S9 2g"E 2527,45' --~-~--~"-4-'~--#--{--~-~-~~~ EXISTING CL RAILROAD
15as1 sF 9az sF ~ ~ 4 ~ ~ N71`Iltl ~ ~
36 Ac. ,2o AC, soo s 80a boa fiDO ~ 5 5 5 1 ,18 AC ,18 A .18 AC ,18 A .818 AC j g A 800 S 800 833 S 171 SF ~ a'fn RESER 1215 SF 1 1
.18 AC ,1g A ,18 AC , AR t 2t A 96 9 15885 F 1 , 6 AC. ~ 00 SF y ~ EXISTING WOODS UNE PROFESSIONAL SEAL ,
u ~ 0 0.36 ~
12 1 5F 0 24277 94 SF g x v. ~ D.2 0,56 C, 1 AC. 1 a D szrzs'rz's ~ ~ --~-~-a-~-f-r-~' PROPOSED SILT FENCE
00 5F 9 SF (oP ate)
' EU2ASETN HE~6NT5 o r 1 ~ stcnox TWD ~ QO SF 219537 SF PB 19 PC 159 3 ~(SR~RC3S ~ tao'snh I
PB 11 PG 12)»128 3 AC1 T! 49 SF 5.04 AG, q 15392 SF ~ 3 ~ ~ 1 2 C.
° 0.35 AC, 13158 5F g00 S 3 3 ~ ~ ~ 1Q,30 AC. 900 5 900 S 900 S 118 SF / 56 SF szaas's~'t: SURVEY SYMBOLS ~p
,23 A .,23 A .,23 A .,23 A ,900 5 900 S 900 S 900 S 1 SF AC, ~ ~ ,23A.,23A. .33A. 0, ~ ,23A..2 91,18 ~ ~J
0~ ~ • EXISTING IRON PIPE ~ EXISTING SPOT ELEVATION
15139 SF 9 9 93 ti5 Q a- yg ~4 ~ 763AC 0.35 A d Q 1 648 5 9~ 93 ~ 18943 SF PROPOSED SPOT ELEVATION
9663 S ~ a ~ (j 2610 SF 904 S 900 10 SF 904 S 900 S 714 S 0,43 AC. 0 NEW IRON PIPE 9 AC. ,23 A ,23 A ,22 A ~ I~ AKA
~ ~8 ~ 0.22 A 320 5 403 S 734 S 900 5 Q p o 99 ~ 00 24 AC, ,29 AC. ,23 A ,23 2 ,22 A .22 A 900 S 900 5 900 S 190 SS 3 AC, 0,21 A .23 A .,23 A ,23 A , 9D0 S 0084 S 0504 I O QI COMPUTED POINT ® EXISi1NG AXLE
APPR4%IMA7E LOCATION 1562 SF .23 A .,23 A , 23 AC, +p~ ' FLODDWAY C, ~ .23 A ,24 AC. N EX1STiNG CONCRETE MONUMENT
APPAOXIt1AtE 1%ANNUAL CHANCE F1000PWN BOUMARY q q NEW CONCRETE MONUMENT
471 sF ~ n ~ , EXISTING PK NAIL
131n sF 0,30 AC ~ ~ ~ wE>t-tNDS 116zo sF 8573 s 8 ~ 66 65 G~~ EXISTING POWER POLE
Ac, 0,20 8722 s ~ 80 7g 66 ~ ~3 l I A NEW pK NAIL ~,Y PROPOSED POWER POLE ~
~A~r~x~aR~ 0,20 A ,8542 S 7$ 7 7g 7 359 396 5 400 { > 2 522 S 7 70 J3 AC ,19 A .19 1 `!J 396 5 400 S 21"4 S 15658 5F' ~ ~ U,S.G.S, MONUMENT © EXISTING CATY PEDESTAL 19 AC,19A .19A ,19A 0,38 AC. I~ ~ ~
0,20 AC ,17 A 500 500 S 500 S 504 S 73 72 71 12050 SF 11427 5F .i7 A ,t7 A ,17 A 7 668 S 016 5 9191 SF 8064 S 6 x g AC, 'i A .38 A 363 S 9212 S 0,19 AC. ~t BENCH MARK CII EXISTING TELEPHONE PEDESTAL
'2 ,18A ,19A.0.21A,0.21AC. f EXISTING RAILROAD SPIKE Q EXISTING ELECTRICAL PEDESTAL
12075 SF ~ ~9 ~ f6899 SF ~ ~ a Bd Ca 7 6,2 Q NEW RAILROAD SPIKE
11817 sF 50 ~ ~ 11644 sF 1f2oo sF 11~ B TPA.VERSE UNE 5PECIAC FLOOD a 21029 SF .27 AC, 10764 SF ~ 11521 SF 0,27 AC. 0.28 AG, 0, 11200 SF 11043 SF 172$9 ~ , 0.28 AG, 0.25 AC, 0.40 AC.
OF TQISNOT SWAMP 5' HAZARD 10464 SF 10459 SF 11714 SF {aclval, cat is rE) CIXJSERVAl1ON 0,48 AC, 0,25 AC, 4,24 AC, p,23 AC. 0,27 AC, 15538 SF 0.26 AC.
1190034 SF AR£A:LINE 10459 SF 8100 SF 0.36 AC. 12900 SF 27.32 AC, ~ ~ .30 AC. I STORM SEWER SYMBOLS I R R M
Z 13252 SF i ' EXlST1NG CATGT•i BASIN -Q- EXISTING MANHOLE
10458 5F 8100 SF 0 "~10 " 0.30 AC. i' y1v 0. C,
~ 4 2 sts93'zs•e ~ PROPOSED CATCH BASIN -4- PROPOSED MANHOLE 334,89'
(0459 SF 8100 SF 17975 SF ' 0.4t A , ~ ~ 4~ 4 ® EXISTING STORM DRAIN MANHOLE O EXISTING SEWER SERVICE p''
RW ~ 10418 SF 10280 SF 10275 SF 12021 SF ~ 2 9~ 13204 SF o,28 A , 4 ~ $ I ® PROPOSED STORM DRAIN MANHOLE ~ PROPOSED SEWER SERVICE ~ ~'~ld
10604 SF 1 F 0,34 AC, 0'24 AC, 4,24 AC, 0,24 AC. 0422 SF S 17374 SF 1520 F 15200 SF 151; ,40 AC. F 15200 SF 15121 SF 24A81 5F ~asnNa CO AC, 0,35 AC, p,35 AG. 0,55 AC. "ATrR'~ EXISTING FLARED END SECTION EXISTING SEWER CLEAN-OUT
C. ~ 4,19 A , 0, 4 AC. / 14610 SF 0,3 AC, 0,35 AC, p,3 R'~' '~D 34 AC, PROPOSED FLARED END SECTION PROPOSED SEWER CLEAN-OUT
`;h 3467 SF ~ 31 I 985 SF .31 AC, 10 17 SF 3z 3 ~ ~6 `~8 39 3 AC
t2105 10040 SF 9 S7t'24'tA'^N 500,W 0,28 AC 0,23 AC. 0.25 AC, 11250 SF 10000 SF 10000 SF (0000 SF 14000 SF 10000 SF tOD00 5F 10031 A F S7t'24'tA'^N 500.W'
16416 SF 0,2g qC, 0,23 AC. 0,23 AC. 0,23 AC, 0,23 AC, 0,23 AC, 0,23 AC, 0,2 G, 4305 SF ~ .0,38 AC. 0, 3 AC. ' J ~ ~ ERC?5lON CONTROL SYMBOLS
i
O BILLY RAY OANEY • 9 3724-46-7187' 1D6 SF.. 3724-SD-0128 , _ .wr.,,, 26565 5F D, A . ~ DB 2014 PO 61 BILLY RAY ON(EY 1 ~•wi+ ~ ~ i 324-4o-71ev • PROPOSED TEMPORARY SEDIMENT TRAP 3724.SD-6128 . ~ f r_-
0,61 AC. ~ fl6 2014 PG 61 ~ ~
17345 SF r 0.44 AC 1 ~ ~ I 0 PROPOSED SEDIMENT BASIN
~ 9 8 17 1G 15 14 f3 12 11 t6o94 sF ~ 10745 SF 10113 SF 10040 SF 10000 SF 10000 SF 11250 SF 1125D SF f0000 SF 10000 SF 10000 SF 10040 SF 10D00 SF 10000 SF 11056 SF 0'37 AG. , I J
14733 SF 0,25 AC. 0,23 kC. 0,23 AG 0,23 AC, 0.23 AC. 0.26 AC. 0.26 AC, 0,23 AC, 0,23 AG, 0.23 AC. 4.23 AC. 0.23 AC. 0,23 AC. 0,25 AC, 0,34 AC. a I RROPOSED TEMPORARY ROCK CHECK DAM i
S7f'2<'1R"W 2264.18' 9! 99
.L3 I + PROPOSED INLET PROTECTOR
' R SUSAN HACKNEY BLACK u
3724-BO-P268 DB 1610 PG 431 PROP05ED LEVEL SPREADER ~ ~
0 PROPOSED TOPSOIL STOCK PILE
PROPOSED TREE PROTEC110N
Pf2pPO5ED TEMP, STONE CONSTRUC71pN ENTRANt~
PROPO5Eb ENERGY DISSIPATION PAD ~
AROPOSED TEMPORARY STRAW/NET LINER ~
f~ VICINITY MAP SCOPE OF WORK ASSOCfATES•P,A.
ENGINEERS ~ SURVEYORS • PLANNERS
THE WORK OF THIS PROJECT INCLUDES THE CONSTRUCTION OF THE ~ )F THE STREETS, SANITARY SEWER,- WATER SYMBOLS
2201 HASH STREET NW -WILSON, NC 27896
WATER SYSTEM, STORM WATER SYSTEM AND EROSION CONTROL, AS NE L, AS NECESSARY FOR .TEL [phone] FAX [phone] EMAlL;HSA2002~earthllnk,nei
DEVELOPMENT OF BUCKLiN SUBDIVISION, N C.~ -~Q- EXISTING FIRE HYDRANT EXISTING PLUG
Z ~ PRDPO5ED PLUG PROJECT NUMBER 06-L-8281 A PROPOSED FIRE HYDRANT
EXISTING VALVE ~ EXISTING WATER METER
O N ~
~ , PROPOSED VALVE ~w PROP05ED WATER METER DATE ~ ~ LY ~ D D
Z Z C~ ~ EXISTING TEE EXISTING SLOW OFF l
3 1 J PROPOSED TEE SURVEYED BY TLK PROPOSED BLOW QFF
R 5 5 1~
P EXISTING GROSS BF'P EXISTING BACK-FLOW PREVENTER DESIGNED B Y R R ( 1
't 1.. PROPOSED CROSS BFP PROPOSED BACK-FLOW PREVENTER
,
I' S DRAFTED BY TLJ
b.
' CP1 OF 1 CONSTRUCTION PLAT- CHECKED BY ~ MDP
C1 OF ~ CONSTRUCTION DRAWING
C2 OF 6 CONSTRUCTION DRAWING
REVISION .NOTES
3 OF CONSTRUCTION RAWING C 6 D
C4 OP 6 CONSTRUCTION DRAWING ~ 1 ~~r
0 3 3 C5 Olr 6 CONSTRUCTION DRAWING Q PER COMMENTS 9-1-QG
1 R N 5 WN G C6 OF 6 CONSTRUCTION DRA I G , .,,;J
R N ~ 3
G P v
~ ~ 4
5
Z 6
...1.., N
7
8
9
10

r
C.., ~1 t~~~/'
rd

v

a h ! ` p~ r9
ti~ ~ ~ ~O o ~ 6~ ..J y4 ~ ~ 4U ~ ~'r
Fq ~n~0 O F,~ as tiX1 m ~ ~ s ~
Q• A~
T , +17.36 cw ~ ~ ~k~ ~ 15' STORM
o ~ ~ ~ Q ~~h Q, O \ ~ti V ~ ~ DRAINAGE ESMT.
Sk o , ~ ~ ~ H- p a_ ~ • ~ EXISTING M ;~1 spx ~V `1 ~;A ~ ~ ~ ~
V G STA,6+05,46 rk sr ; 4+29.47 ~ ~N ~ CB- z
$ "Y u~ ~ 150." ~ o ~ ~ ~ , s #+61.1 ~ o ~ cB-# o sT~ o5,z2 ~ ~
4 `C~ ~ aj _ SF \ o` r'/ ;0+34.41
MH #4 i l rl~~.~ ~ o~ 0+00.00 Cj~ ~ 2 C~ ~ O d; V~~, ~V ~ ` MN 16 ~ STA; 9+11 ~ 7 30 ~ + ~ ' STA; +7L55 0 °o ~ 15+ w
L~ A ~ o ~ 4 H- 15 ~ } q + a o p; 0+ ,00 STA; +7155 o 72.95, o
,yx x ~ 04 i ~ x
4 ~ , r^ d ,r a ~ a
~ ~ ~ ~ 8kO0 ,STA; 7+ .71 --.~C~ ~
~g~ o ~ r s a.oo s O / 78'x, N r s. ~ ~.'1 ~ 1 ~ - ~,e
~ Q~ RC dh, k 20 ~ a\S~ ~24" RCP ~1 ~ ~ "'s`,~,~----f._.
~ '~F
MH ~2 C~ I , +
STA;3+61,50 - r L ~ ~ ~ 24" RCP CB-#1 t~ ~ STA;14+2fi,7 1~~44'
~0 49 ~i ~I CB-~30 ~
/ 1 +OO STA, 9+11.27
A's MH-pp17 STA:2+01 55 W ~ MH-~8 ~ ~ / ~ ~ ~ 5TA;14 65,42 3(
i 1y'~a
~ NOTE. THERE IS TO BE 10 CY OF 3000 PSI CONCRETE ''ti I ~ ~
WITH 6-- $ REBAR REINFORCEMENTS APPR X. 10' ~ # a ~i~ ~ r'' ~ $~OO an"Innn
LONG ON EACH SIDE OF CREEK, BURIED APPROX. 4.5' STORM WATER NOT TO BE INSTALLED
STORM WATER NOT TO BE INSTALLED INSTALLED IN THIS PHASE PAST END OF CONSTRUCTION
IN THIS PHASE PAST END OF' CONSTF OF CONSTRUCTION
UTILITY EASEMENT B ASEMENT B
STA; 0+00 - 4+74. - 4+74.72
H~ 1 =50 V. 1 =5 V. 1"=5' LIGHTWATER LANE
_ _ STA; ~++JO - 13+9R.3Q
UTILITY EASEMENT A H: 1 =50 V; 1 "=5'
STA; 0+00 - 6+05,46
140 125 125 140 140 140
' ~ - ~ _ CB-~26
_ . ---_...____._-___t ,--STA-0+34, 1-.- - 5.20 VF _
- - _.r-_~__..._. - !TOP =136, 7 - T__-
- -•.c--~$,~-ttGk? lN- U~~ELEU-.=-131.62=~-- --Or- - - 2,00 135 135 .135
120 t 3 ..r 4.25 YF 120
~ IS RCP INV IN ELEV = 12i INV IN ELEV = 127.78' _
» --1s"-RCR7NV- r-ELElt 4-t _ _ 1NV- r-ELE~ 4 t2r. _ - _
- ca__._ - _ _ La75~8 , ~ ~ \ ~-Nzs
MH WI11i T OPENING MH WITH VE T OPENING 13 6,48 VF 130 130 i30
115 115 ' , . ~ r. .4 _ a _._.1 .JNV_tN_ELEV .=__11.&48- _ _ ~ - - ,
CHANCE AIINUAI FLOOD, CHANCE ANN AL FLOOD. Y a ,,24" CP INV pU7 ELEV m 119.38'
-per.. ~
_ _ _ - - . ~ - _ r~~ ~
--------~4 _ C~~2 ` 125 r25 ~ ~ - _ ~ t25
~ PE CITY OF 125 11 _ _ ~ LSO STANDARDS 114 MH- 1$ - -
$AO+~ ~ __..~,4~JtE-4 lA_-GONG-- _ S°3, _ ; - ~ - - ---~0"=RCP - u~----- - S=0.515% - - - L=35,33 - - -
!r . ~ ii t ///,~i~ ' f i - RIM ELEV = V37,096 -
12" 01 L= 17. • ~ ~ , - ---$"--PVC-NJV UT-ELEV-=-128~s9 36 5=0,276x_-- - - - _.~t2 _._1=144.1 ' _ ; ~ ~ r , . ; . PVG INV ItV ELEV = 128;67 MH-~17 _ ~-------------------424,~g-~- i____ - r. -
_ _ 4 S 0.291% ' % , ~ _ - a i ~ir iYrs~,i " ' , ~ ~ 120 S_ Z_$g.J~..
05 ~ ~ 05 RIM ELEV = 132. ~ -VC-INV-I -=-12-7.6~ 132. tzQ ~ 120 8.14 VF 120 _ -~-0R-x#24; .
_ - - 8" PVC INV OUT LEV = 126.2 -I -=-t_2-7'6~- OU ELEV = 119,00' 30" RCP 1=15~ 4 ' _5=.0,500%- ~ - OUT LEV = 126.25 - ~ ~ -
_ _ _-_T
- ---------4" RCP- - --PVC l 1$0.56' S=0,40
CONC, PIER _ --PER-GNY NC , - L=31.01' 115 115 STA 9.05 VF 115
IOD OF WILSON 115
STA O+b0A0 258 VF 48" DIA CONC MH-~t2 OF `1~LSON ~ OD - 3:$#-VFi~B"_DtA_CON -RIM-EL 109;849•----~ - ------a-TA-3+ :5(-k----- - _._-.--~'AIJDARRS_._--.---_.__ -_~fkL_#t6_ _ AP-=12&.89' _ ST 7+71.55 30" RCP INV N ELEV ~ 118,23'
RIM ELE = ftt,949 12" DI INV IN ELEV = 107, 0 2.$7 OF 8" OIA CONC liE IN TOE TiNG MH TO $E CUT510E DRO - ~.-T._. _ - X90 OpT-EL = - 1 = D$:8 ' ER'CI'T1'~ WItSON'SiANtrARDa 12 Dil Y OU ELEV 10 .00 , I -fr,BI-VF-4i" ENA-£ONC RCP-INV`0 ='i?8:?~"` Structur _ {84} RIM ELEV 125.626 _ _ ..-STA-9+ ,h6'8
~ EXTEND, BASE_MANHOLE ~2"_DLI ..1N_ELEY_=_14@. ~ - - "~FVC a 1T8;77~ Structure - (83} CB-~32A 9.37 VF 48" D1A CONC -
12" DI I OUT ELEV a 10 ,78 _ - - -----EXfiENDE Mat _ _ ~S .SS S 15+05.22 Rh1 ~C 125:~38~---- - 8 34 VF 48" 01 CONC "
110 95 EXISTING MH-~1 9S 110 110 RIL1 ELEV = 12 .578 T =124.63' ~ 11O _ - N~ Ou-'~-EI,E~U- 32 o~-RCP-1N+i-IN-E-L~ rs:
~ .-~I.~~i+AS. _ - - 36' RCP INV OUT ELE = 117.64'
8,80 VF 4$" IA CONC - - _ _ - ----R1M-Et~V- 103:234----
_ _ 2" DI INV IN ELEV = 104,88 - T
105 105 105 o _ 105
90 90
~ _ 1 ~
_ i
85 n M rn +o 100 i0O 100 o +n
N u, d' Q It7 n O M ~ O ~ W ~ N ~ tp n !D ~ N ~ Try M ~ O ~ W ~f' N O M O d: M O tV N N' N ~ ~ ~ ~ N N O O i!1 Vl ~ v) 10 t0 n t0 ri l0 W
O Q O p~ p~ ' p ~ q~ p ~ M ~ M M M O O O O ~ O N N n N N~ N N N N N N N N N N N N N' r N N ~ N
1+00 2+00 3+00 4+00 7+00 8+00 9+00 10+00
1+00 2+00 3+00 4+00 S+OD 6+00 ,
P:A06PROJ\8281\8281-LbDT\dw \8281A-Cap-PRELIM1.dw 6~16/2~06 $'32:57 AM EDT
`,',~N,umi~igla~',
$ Date August 2008 PER CITY ENGINEERING 8-81-OB DMP
~~•=cF 5S%n:'~y9 i.Ji ~yr~ ~ ~ ~ ~ ~ ~ ~ A ~ eti ~ ti ~ rF iw !J ~ 1 '1 A ~ T7 7 'M 1 7 ~ 1'~T'1 t'~1 A'M c__t_ 1,w.,~ rr,.
9<''; 17.Ci I111~ ~7LLl.1.V11 Oc: .Ei~~vl:la~C~~ ~.tl. 17U.~+n.1111 A7l.L{.11.L1V1aV11 SEAL ~t 'ry PER CITY ENGINEERING 9-18-06 DMP „tt1C : ' V, Construction Drawma _ 1 = 50 06-L-8281A
` °zb^'e Engineers -Surveyors -Planners Wilson County, NC
2201 Nash Street NW, Wilson, North Carolina 27896 [phone] Sheet No, Cl of 7
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