20100249 Ver 1_Site Plan_20100420

LEGEND ~ ~ I ~ 1 I W W ti
I ~b ~ • EXISTING IRON I ( I W W W
~ I 1 1 0 NEW IRON SET I I W W W y. L
N~ GRID ~ NO PdINT SET I ~ I I II 4 W 'L W V.
¦ EXISTING CONCRETE MONUMENT ~ ~ ' I ? NEW CONCRETE MONUMENT I ~ I ' ~ NAD a3
I l 1 I ~ EXISTING PK NAIL ~ 3 I 1 h~ a J' '~W
~ NEW PK NAIL ~ ~ 1 I ~ I / / w /v
® N.C.G.S. MONUMENT f I ~ II ,s W ~
BENCH MARK ~ I ~ EXISTING RAILROAD SPIKE ~ ( w
I ~ 0 NEW RAILROAD SPIKE ~ ( / S W O ? / / V
+ EXISTING SPOT ELEVATION I 1 a II } ~ ~ J
PROPOSED SPOT ELEVATION ~ ~ a AXLE ~ I 9°a a f
• EXISTING AXLE ~ ~ ~ '\N
~ ~ II CB N0.10 O ~ ; ~ .per-' ~ ,
I ~ II TOP=150.24 / / ~ l rr,~°`5 ,y\ INV=148.77 ~ y. ~c~0
I u, ~ ~ ~ ~ ~ ~ ~ N9IE: ALL STORM DRAINAGE SHON WITHIN TOWNS CENTER PLACE R/W iM DRAINAGE SHOWN , ;ENTER PLACE R/W ¢ 1` n~ \ ,m.
TD BE INSTALLED BY OTHERS :D BY OTHERS ~ t
~w I I ~ y f ~ ~ f -
t I ~ ~ I ' -149" TC-150.95 ~
1 f ~ a I d ~
I I I TOWNS CENTER PLACE _ -150.69 d ° ~ ~
1 I r INV=147, 1 / ~ ~ II ~ 1 + ~ i ` ~ - TC=151.35 LL
Il ~ ~
I I I ~ ----------15o-~ ? b \ _ - - - sr , I I ELEC ~ \ g b`l TC=151.15 y _1 t W LL ~9 \ + / /
BOX , ~ 8 ~ f ~ - ,p, ~ , µ TC 150,95 ~ ~
1 I 3 I . W ~ W
I I , ° ° ° _ ~ ° a I ~ I 4`-- \ U J Q ° r P jy ~ , ~ , ~ i 1f 4 - I I . ~ r _ ~ ` ce No.9 W W Tc=151.so LL ' TOP=150.65
~ I I ~ -I p ~ ' _1 INV=147.00 ~ W W W W V. ~
1 I I ! \ 15 i I , \ W ~ TC=151.30 ' w W ~
1 I ~ Q ~ , R9 / TC=151,68 c9 ~ TC=152.15 / TC=152.15 7 TC=152.15 T r W w v W W TC=152.24 ~ ~
- - - -148- ~ W W W W
I - ~ ~ \ o 1 ( I ~ ~ ~ i ~ - / `L W W / ~ W V. Y- V, J/ ~ W 1L ~ V.
o /~g ~ 1 3 I I ° ~ I t , f f - ~ TC=151.15 EXIST WETLAND AREA W ~ TO BE PERNIITTED
I , TC=151.55 w ~ w
Il i W W W W W W W W W
r 1g"~ TC=151.50 1 ` ~ o ~ - - - - 35' MBL I a W ~ W ~ ~ ~ W v- v. v y W
t r ly I~ r
I I \ / 1 1' ~ Ik TC-151.58 / 4 TC 151.92 TC-151.55 W TC=151.70 W ~ W -151.92 +5 ~ W W W
~ a 1 ~ ~M~ ~ I I E~ I r~ \ v W v- ~ y.
~ ~ o ~s I 3 II 1 e a TC-151 B5 u. W TC=151.x4 TC=151.65 W
l I 1 / : I I 19 I ~ ~ ~ ~A W W ~ ~
~ / - l TG=151,58 TC=151.58 TC=151.92 TC=151.92 TC=151,55 W
I ~ + I / 1 I I ,5 TC=151,55 w
I ~ I,, ~ II ,
I , ~ OIN-4 DI N.5 II ~ o 0 I W I ~ I TOP 150,4 TOP 150,4
/ INV 47.71 INV 47.45 0 I
>y TC=151,40 ~ I /
s ~ ~ TC=150.90 (
~ II + - 1 ~ ? I ( ~ ~ CB N4.3 TC=151 ~ TC=151,40 ? ~ TC= TC=151,74
o II ~ = 1 ~ / I ~ raP 15o.7s ~ ?
~ I j p ..:INV-147.86 s
I I I 1 0 ( I ? DI Na.s r° TOP=150,40
~ I I ~I I ~ ~ ~ ~ 51 I~ /
~ I I Il ~ I ~ ~ TC=151.58 s TC=151.58 TC=151.92 TC=151.92 TC=151,40 TC=151,60
3 II 4 I TC=151.OD a rf
~ ~ ~ ~ ~ ~ ~ 6, 5
II y ~ I ~ D10IE: PAVEMENT ADJACENT d.QIE: PAVEMENT ADJACENT TC=152.5D TO HATCHED AREA TO BE TO HATCHED AREA TO BE TC=1525D
I o - FLUSH 1MTH TOP OF SIDEWALK FLUSH WITH TOP OF SIDEWALK
I I''< ~Y lq~ ~ T5W=152,7 TSW=152.7 ~ 151 TOP OF PAVEMENT "a - a
I I 1 1) W - ; .e
I ~ ~ ~ ~ ° a . , '4" THK CONC. TURN-DOWNS a ~°4 ~ `4 I I I \ 1 A > ° ° . s v - - ° a - - 3000 PSI CONCRETE
~ ~ l \ 9 ' s ~ TG=152.84 ~ 1 _
C I I ~ ° 6" 6°
f _ _ 1,- , n ~ >~4 a ~ II ~ ,~°a°~~:- Qj~?' rr Lai
I ( ~ 4 ~ a TC=152.80 TC=152.80 1
DI ND.13 (2~~~~ - ap 1 TSW=152.30 TSW=1 2.34 TSW=152.801 /TSW=152.80 TSW= 52.30 ~'p GRD=152.40 I I a TOP=152.30 GRO=15240 GRD=152.40 GRD=152.40 1 TURN-DOWN SIDEWALK
( ~ INV=148.90 4 1 ~ ,a I II ~ p a \ ,1 I ~ F19 ~ ~ ~ w ° ICON C=152.16
I I ~ ~ GRD=152,40 ~,°e~;
I \ ~ TC=152,10 TC=152,30 1 II r I 3 v e 1 ° TSW=15285 - TSW=152,85 m`
s I r \ r, 1 I m I , - 1 ' " ° ' ' TCONC=152,35 I . ' ' TCONC=152,35.
I I o~ ar , o- , ,~.-a-n~®. I I e J ,aar ; ,p ,4 en~®®' a'-o n'
I m - DUMPSTER AREA ~ ' ° ° 4 - 8" THK 4000 P51 II 1 DUMPSTER AREA 6" THK 4000 P51 TC=152.56 TC=152,56
( ( ~ ~ 4 ' 5"90 °a> ' REINF. CONC. W1TH ' I - 4" THK STONE BASE REINF. CONC. W1TH p 4" THK STONE BASE
I I ~ a ~ ,A , , ~pa' PROPOSED ®UILDING - TSW=152.85,4" TSW-152.85 , p ( T0=152.66
I I r ~ 1 AREA - 11,087 SF ~ a ; ' , ' ° ° n I d. I ' e' ~ SEATING = 446 ALL ROOF DAAW.S ~ ' ~ a TCDNC=152,35
I I h a ^.d - 8 I 1 (GC-11 M .90 -LEFT HANG) TO BE HOPE PPE, 9EE a 4 ~ ~ ° , g ' ' ~ r ~ TODN0=152,35 ~ - - dr q d • _ ~ r TC-152.58 TC=15286 - -
I a I b a t I ARCHRECTURAL PLAN tr a ° DI N0.15 (2' 152 ~ _ DI N0.15 (2'x2') TC=152.56 / ' ~ ~
I I . ; FOR EXACP LOCATION ° aTOP=152.15= I s CB N0.2 DI N0. 4 2'x ~ - 1 d ` - INV=149.40 aTOP=152.15E%~ Tc=152.x6 ' ; l , ~ 4 1 ` - I NV=149.40 ~ '
I TOP=151.50 TOP=1 2. 0 ~ a 1 ,®,r e "VERIFY WIl ~r e +'VERIFY WITH ~
I I INV=148.34 INV-1 8. ~ 1 .'„g ARCH, PLAN' ,4~ j 1 ~a>h .a 4~p+< ARCH, PLANS ~ ` ~ ~ ~N q,,"
O 4 1 a` - }
~ 1 GRD=152.40 ~ad - , q . 6 'a i a ~ AD e~ a ,
I - - a,p ~ - ao, ` ~ ~ d. 4 , ~ . w d ° , r .°a.. l~ - --I ~ e. ° - r tr n - a, q e', C • ~~-~_A,;' ~ TC=152.66 i INV 149.06 T~15246 - - . ti`-~'`
3 ,0 4-.• ,tr'a a,q' f° - ,tr e a,A >e'p ~ ~ ~.q a 4• m °e'a - "q 1°r a - a°4 °e~~o 4~ THK CONC. TURN DOWN 5/WI ,`S'd o ,4
10 ~ °P A A TSW=152.6D TSW=152,80 J? ° ° ra,a °a~ d
( TC=152.80 / \ TSW=152,60 TC=152,48 - ~ ~ - - " /i \ ,ti \ ~ ~ ~ ~ ~
I I ~ r d i ~ ~CONC=152.16 152 fr„.,--'' ~ ~ - i,:~~/ \ ` -
,,f ~ - ~ ~ I I ~ ~ i 152 - - i~ `4 ti • ' ti~
I d pQ~ TC-152.34 25 MBi ~ 1 I I I ~ M~,T 151 s' ~,•',~j~~ ~ ~ ~ .
I ~ i ~ /TY EPSE 1 I a L ~ /iroA~ & ~ ~2 /
1 s I ~ 24 oft 1 k
- ~ ~ ~ / 1 ~ I / CB N0.1 ~
' 1 I TOP-151.5D ~ TC=152,00 I TC=15~.so INV=148.50 \ ,,4
~ I I ~ s \ I ,
1 ~ ~ ~ 3~ 4.91 - -14E I ~ , 1°03 E --°148°
~ ~ \ Np0 1 I m HC DEPRESSED SIDEWALK
I ~I a t
A TC=152,40 ~ ~ 15 N91E: ALL STORM DRAINAGE SHOWN I p TC=152 OQ 150
WITHIN US HWY 70 BUSINESS R/W J4HNSTON COMMUNITY COLLEGE TO BE INSTALLED BY OTHERS I 149 `
152 ZONE 0~1
I ' ~ - - 148-- - - ® f PIN 1693-88-8658 I I I I
I
I I ` q ~ 1
I I IC
I ° vy I 3 II / 48
s I s,. ,s j,, - - 20 0 20 40 60
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I ~ P;\03PAOJ\4062\4x62-LDOT\tlwp\4062A-L3-Sfte Plao REV 04-1fi-1D.tlwg 4/16/2010 2;2254 PM EDT
,4,~4SSSSl i!t?~tt~~/i
CA ~ Date Februarq 2010
~~e ; c cc 1„ T T _ Y ~ _ _ t l _ Y 0 _ 1 _ _ _ .1 _ T~ ~ ~ .1 ~ _ ~ /''1. YY . 7 CI1. Y . 11 A A ~ ~1 C A ~ ~ C ~ ~ ~ ~ ~ - CHANGED 6"0 HDPE TO 8"0 HDPE 2-12-10 VLK C_ _7 _ 1f__ 1T-
~A~ G 1 a Grading & Storm REV ST SEWER ON US HWY 70 4-16-10 TWH i3Cale . Ma lV 0 1" = 20' 09-4062A-1.3
Engineers Herring LiLLOil a ~ssvciaties, r.~i. ~viaeri ~.vrrai ~tivre ~v~~i - Surveyors -Planners Smithfield, N
'Dr~ a Plan
2201 Nash Street NW, Wilson, North Carolina 27896 [phone] '",nnL'oroaF Sheet No. Gi of i
vex

LEGEND .e I ~ W u ~
• EXISTING IRON r I / ~ W W u
0 NEW IRON SET - ~ NC C,RID W v A 7+p LL W q w ~
~ Nd PdINT SET 4 ~ CURVE ~A6LI; LL W ~ SITE ~~Ra~'e
¦ EXISTING CONCRETE MONUMENT ~ ~yp0 83 CURVE 6ENGTH RADIUS CHORD SEARING CHORD ? NEW CONCRETE MONUMENT r C1 47.00 30.00 42.34
S33 55 00 E ~ EXISTING PK NAIL ~ C2 146.62 234.00 S13°45'09"E 144.15 ° LL ~ ~s ~ Bus
~ NEW PK NAIL m ~ EXIST MH U
® N.C.G.S. MONUMENT TOP-149. INV=1 .3 / ~m~ ~h ° ~
BENCH MARK ~ EXISTING RAILROAD SPIKE a~ ~ ~
0 NEW RAILROAD SPIKE /
+ EXISTING SPOT ELEVATION Q
PROPOSED SPOT ELEVATION K6" TEE / fi° GATE VALVE 6'
~X EXISTING AXLE fi° OOU9LE-CHECK / `
s I VALVE ASSEMBLY ~p3~ r tPh°~
I ~ / H
I -
a $ 4 OWNER EVELOPER:
I _ _ ~ ~ - STORM REAL ESTATE HOLDINGS, LLC ~C~ty ~8p
~ C/0 FRANK FLOYD, JR. Not to Scale
' PO BOX 1328 8"~W ' 3~' 1" WATER METER {IRRIGATI N) GARY, NC 27512
TOWNE CENTER PLACE ~ ~ ~ 1" RPZ EsACKFLOW
aW s"~w 8°mW a"aW 8°mw ~ / / / ~ LL SITE DATA
EXIST 49 2B p° WATER METER ~ 260305083896 PORTION OF
ELEC _ / PIN,.... g°~ 2° RPZ BACKFLOW ti LL ( ) I=i 4. - ~ , W ~ ~ ~ LL LOT AREA . .........2.30 AC. (100,D77 SF}
BOX i , ! ° I ~ a / a s. ~ ~ W ZONE,,,,,,,,,,,,,,, B-3
VAH 3 t VAN SIGN CCE599 INSTALL VAN SIGN ~ $ t e ' ~ ~ / ' ~ 9 W LL LL W BUILDING AREA , , . , , .11,087 SF ` , ~(~Q LL W W W .5~~ FOR ss W ~ LL LL ~ u TOTAL IMPERVIOUS AREA , . , . 76,fi23 SF (76,57%}
EACH VAN ACGESSI6LE m , - r , - _ - ` _ a l1 ~ ~W ~g,53 PARKING SPACE ps ® A r 4 ` ~ b ® - r~ ~ ~ ° °6 / ~ ~y , ~ 4 09 2 a LL PARKING REQ'D 111 SPACES (1 PER~100 5F)
' 1 ~ RESB1~o - , ~ PARKING ¢ ~ 120.47' ~ o LL LL W W ~ LL ~ PARKING SHOWN , 168 SPACES (6 H/C)
~ R7-8 HC SIGN ~ ~ I ~ ~ W ~ W LL u
INSTALL HANDICAP ~ D+~SS Y~o ~ ~ y BUILDING USE EATING AND DRINKING FACILITY W\ W W u W ~ / YD~~SS ~ /17 ~ ~ u LL W ~ ~ SETBACK REQUIREMENTS
PARKING SIGN i?c - ~ 7 / ~ PENALTY SIGN ~ ALL ~ , ~ - ~ ~ 31' B-B / 3 W Y° y W W
NARIMIM H.C. PARKING SPACES ~ , / / ALTY P I ~ PENALTY SIGN 25p MONUMENT ~ ~ N o ~ ~ LL ~ LL W FRONT 35'
s I SIGN ~ , ~ ~ ~ ~ h LL LL EXIST WETLAND AREA LL SIDE 15'
~a , ~ 6 ~ a I 14.5' ~ Tn B-B- / ~ LL TO BE PERMITTED W REAR . 25'
- ~ ~ REMDJED 9 ~ / 1 ~ g' ~ I - E B 9, 1pR ~ ~ ~ LL W LL ~ LL SIDE STREET. ° . 35' y®~ ~ W W LL u W W
3 r i SO TYP o I~ m sp ~V,p1N - - 35' MBL TYP - o ORE TYP 1 w' W ~ ~ ~ W Y u w h ~ LL LL LL NOTES:
in - I ~ i ' OP1E0, F o 6ANa ~ 1d X55 ~ W W V W W W
o Q I^ P o / ~ ~ LL ~ W ~ w ALL CONSTRUCTION AND MATERIALS TO MEET TOWN OF SMITHFIELD ~ LL W LL STANDARDS AND SPECIFICATIONS.
~ r ~ ~ u~ I I~ ~ , " s~ EPSE V. LL W W W Y° 5~ W W u v-
o~ ~ I ~ / ~ a za u~ ~ W ~ LL ALL UNDERGROUND UTILITIY LOCATIONS ARE APPROXIMATE AND MUST BE LL VERIFIED BY CONTRACTOR.
C a ~ a ~ „ SS / V. u C6 ~ ~
~ ~ I 10 ~ / I / u CALL NC1CALL AT 1-B00-632-4949 BEFORE DIGGING TD LOCATE EXISTING
i sQ I / i ~ ~0 9, 9. W UTILITIES.
I p~55/ L, 6 d y~ THIS PROPERTY IS LOCATED WITHIN THE HIGHWAY OVERLAY DISTRICT.
° I / TYP TYP W - ~n if w a o ~ M THIS PROPERTY IS NOT LOCATED WITHIN DESIGNATED WATERSHED AREA.
I I ` IBC PARKING SIGN ~ S 8~ B' 35°6' 3 THIS PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA.
ti II , ~5 8' ~ da i ~ ~ B-B B-B B-B ~
~ II / co o ~ THERE ARE DESIGNATED WETLANDS LOCATED QN TH15 PROPERTY,
~ II
II o m ~ ASPHALT PARKING LOT TO BE 2" THK S9.5B OVER 8" CABC BASE ~ ~ EXCEPT IN DESIGNATED HEAVY-DUTY PAVEMENT AREA A5 SHOWN.
~ ~ XIST MH P=149.37 g' g' 0 9' o m ~ ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO
NV-137.95 ~ ~ ~ DIRECT GLARE CAN BE SEEN FROM A MAJOR THOROUGHFARE, AN
I r TYP TYP ~ z ADJOINING ZONING D15TRICT, OR FROM ABOVE,
~ II II ~ a w ~ ~ ~ m ALL REQUIRED EXITS {"EXIT"} WILL NEED TO BE TREATED AS AN
3 Q a ~ ACCESSIBLE ENTRANCE A5 PER SECTION 62.1.2, VOL 1-C AND THESE V
io t 'v I a I Y ~ EXITS ("EXIT.) MUST MEET ALL REQUIREMENTS OF VOL, 1-C, NQFT ~ SHADED AREA W m ~
II DENOTES HEavY-DUTY ~ ~ ALL CURB CUTS AND/OR CURB RAMPS MUST MEET ALL REQUIREMENTS IN TYPE PAVEMENT DF ~
d I 10° THK cAac easE 3 ~ SECTION 4,7 OF VOL, 1-C.
~ GUY II J° THK TYPE SF9.5B >A N ALL TRAFFIC CONTROL DEVICES (PAVEMENT MARKINGS, SIGNS AND SIGNALS)
Q H/C H/C H/C H/C H/C H/C H/C H/C SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH
r 8' a ~ b, 4" THK CONC. TURN-DOWN S/W a , ~ - ~ a 8' THE STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFC
3 B-B :c ~ 38,75' ,S ~e6'. ~8 B_B ~ CONTROL DEVICES.
: p II a ,p o a STANDARD R7-8a RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS
® ~ ~ 20-37,fi SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAP PARKING - ~j.w SPACES. VAN ACCESSIBLE SIGN MUST BE PROVIDED IN FRONT OF VAN
I I A,d ,p d e F N ~ A _ ~ ACCESSIBLE SPACE. W
II o°°
a 6775 52.50 r ~ ,so SLOPE OF HANDICAP PARKING AREA MUST NQT EXCEED Y4" RISE PER FOOT Po5' 24.5' Co PER REQUIREMENTS IN SECTION 4.4.fi OF VOL. 1-C OF THE NORTH
wj ° H~C PARKING 10 m 4 /.A ~ 18,5' 18,5' 24' 15.50' 8' CAROLINA BUILDING CODE. ~ ,
I I ~ ~ m - g si~NS TYPICAL ~ d r a! ~ ° a,;',®, a .o ° a¢ ~ ~ HANDICAP RAMP SHALL HAVE A SLOPE NO GREATER THAN 1 IN 12 PER
s I W N w o °!A a ~ REQUIREMENTS OF SECTION 5.2 OF VOL. 1-G OF THE NORTH CAROLINA
n a Q J ,d tso' a . a ~ ~ ®°d~.} 'd - ~ ~ BUILDING CODE.
I I 4- m ~ ° d f ,r ° DUMPSTER AREA ~ ALL SOILS SHALL BE COMPACTED TO A 95% STANDARD PROCTOR DRY d 8" THK 4000 P51 Q°
90 b - 2.90' r ~ a. °d,o REINF. CONC. WITH ~ DENSITY WITH THE FINAL 1-FOOT OF FILL BEING COMPACTED TO A 98~ ° 4° THK STONE BASE " ~ STANDARD PROCTOR DRY DENSITY,
~ sl b >a , ~ o
II ~d N AREA - 11,087 SF }p ~ °,N°a' a~ a ~S~~A „°'J z6' 4'F ~ ALL STONE BASE COURSES SHALL BE COMPACTED TO 100%' DENSITY UTILIZING STANDARD PROCTOR METHOD. 6 ~ ; w
I ° SEATING = 446
3 e,~ a 2 °0' GC-11 M.90 -LEFT HAND g II ~ ~ ~ ~ I 60 ~ a a b° ° ' P .d' P W CONTRACTOR SHALL REFER TO SOILS REPORT FOR FURTHER
I a I ~~4°., ~ r RECOMMENDATIONS OF SUBGRADE PREPARATION FDR BOTH THE BUILDING ~ •e,d''-;'a f~, °p'°° ~ 8 ~ ~ AND PARKING LOT AREAS,
II ° 0 eN d b r d,¢ t
I m o 15' 18.5' 24' 4.5' "'d '~~a ` I'_~°- , ~ ~ ~ ALL UNDER-CUT EXCAVATION SHALL BE AUTHORIZED IN ADVANCE BY THE a c ~ 4, ;~,d 4'„',$ to Y S~ OWNER OR THE PROJECT ENGINEER. ALL UNDER-CUT SHALL BE REPLACED
II N ~-a ~ 2000 GALLON °d" °'P a;, a'.'- w WITH A GRANULAR FILL IN LEIU DF UNDER-CUTTING, A WOVEN
r ~ ~ ' 3215' GREASE TRAP COMPACTOR 'a,~ ,'a ~ a~.','° ~ GEOTEXTILE FABRIC MAY BE USED. ALL PARKING LOT AREAS TO BE HUB DRAIN - I°. a 3 BRIDGED WITH A 3-FDOTf LIFT OF GRANULAR MATERIAL.
'a - „a 12835' Q O~` b/° d,,d'ni ;d, ,p b.u p~ - ,p,d - o, CO' ~4CD a. °R ® .
3 a-.^~- p'?'a e,~ 4" THK CONC, TURN-DOWN 5/WA ®'.b~x ~ . ®d'" a , vfa g ~ ~ ,a ° n ° - a a ° n' ° - Ia~-0 N 1YP BUILDING PAD AREA SHALL BE UNDER-GUT 2-3 FOOT BELOW NATURAL ° y ,vt a y° -®®~d l~ ~ o- a a ,°p,+' GRADE AND BACKFILLED WITH A RELATIVELY CLEAN SAND CONTAINING LESS
I 0, } - r I ~ o " - „ d - _ P e .a~ y THAN 10% PASSING THROUGH A #200 SIEVE. ° a, ~ ,i d~~ eA
I 18.5' 0 ,6,a CO CO I I 4 4ss e~rss _ .
2°0W TYPE K COPPER 6"6 FIRE LINE C-94() CL 5A 5 15 O_ E C-940 CLA55 150
i ~ II / ~
I ~ ""e% - i EN
r I I , ~ T~ EA
3 ~ QARINAGE i a II Wi ~
1 ~ I r I
1 II ~ / tP m BEFORE YOU DIG,.,..
~ I I ~ s' , North Carolina One-Call Center, Inc.
~ ~ I v ~ 3~4,9t _ ~»o3E s.s' (~~j~ Call 48 Hours Before You Dig!
I ~ No I I -p o ~ 1-800-632-4949
4
3 I TOP 4F PAVEMENT ~ .A ®Y '®4 ° ° ° ~ ° ~ A
A I 8 J4HNSTON CCMMUNITY COLLEGE COLLEGE 00 ®.-,.~~~~-a
I ~ ZONE Okl r DB 756 PG 167 3000 P51 G4NGRETE
PIN 1693-88-8158 3 e. e..
I I
~ I
I
13 I t' TURN-SOWN SID~WA~K
I~ 20 0 20 40 60
I 1~
I I I 1~ I P:\03PROJ\4D62\4062-LOOT\dWtJ\4062A-L3-5fte Plrn REV 44-1b-10.tlwg 4/16/2010 2:26:09 PM EDT
,`,~~SSSSI ilttgtt``i,
CA ~ Date Februarq 2010
~~e ; c cc l„ T T _ Y ~ _ _ t l _ Y 0 _ 1 _ _ _ .1 _ T~ ~ ~ .1 ~ _ ~ /''1. YY . 7 CI1. Y . 11 A A ~ ~1 C A ~ ~ C ADDED FH BEHIND BLDG 2-12-10 VLK C__7_ lf_- 1T-
r!o2~OT8 Herring Engineers uLLVn a ~ssvciaties, r.~i. ~viaeri ~.vrrai ~tivre ~v~~i Wtrip I U Ocale : Map AV.
eers - Surveyors -Planners Smithfield NC Site Plan 1" = 20' 03-4062A-L3
%,~F ~a~,••' 2201 Nash Street NW, Wilson, North Carolina 27896 [phone] , Sheet No. st of 1
vex

NOTE:
UPON COMPLETION OF THE WATER LINE INSTALLATION WITHIN TOWNE CENTRE PLACE AND THE RECONNECTION OF THE EXISTING
WATER SERVICE SERVING THE CONVENIENT STORE; CONTRACTOR
SHALL ABANDONED EXISTING 6" AC WATER LINE BV PLUGGING &
BLOCKING AT THE APPROXIMATE LOCATION SHOWN. THE RECONNECTION OF THE CONVENIENT STORE AND THE PLUGGING OF
THE EXISTING 6'~ AC WATER LINE SHALL NOT DCCUR WITHOUT THE
PRIOR APPROVAL OF THE ENGINEER AND THE TOWN OF SMITHFIELD ~ 1
UTILITY DEPARTMENT. a 8 i~
/ EXIST MH ~'R/Q ALL WATER AND SANITARY SEWER SYSTEM INPROVEMENTS TO BE IN / TOP-151.00 NAO ~I~ N 0.' I ~ ~""`SSSAAAa
/ INV IN=143,25 63 ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE ~ CB 1~ / INV OUT=143.24
\ \ / TOWN OF SMITHFIELD. \ ~ / l0 r I I
v v ew ~ ~ t~ 0
h / v v~ ~ i v~u ~ ~ ~ ~ ii / ~o v ~ ~ r ~ ~ ~o ~
\ ~ ~ a / „o . c~-~a
CB 14 ~ ~ / 4 \ / ~ \ 7 ee / ~ ~ Cy A~ ® \
\ \ & ~ 'Y \ ~ ~ 1/ ~aRl ~ p / ~ ~
l 1/ ~ / 14 1 x
EXIST A1H-4 / 9~
/ ~s , X ~ 0 INV IN51D 4?69 i A~ ~ 1 3 j AINj ~ ~ ~ INV OUT-139.62 ,V
CB-8LT 7G'R s"~W ~
~ / R / a \ \ iw 16"X8" TAPPING ~ ~ ~ \ I y \ 7 k SOP CL-R/~
SLEEVE & VALVE ~ rn ~ / ry
18" STEEL CASING 3 \ ~ / EXISTING 10"A SS n~ ~ / , 1~ pSS F~ i TO 8E REMOVED ~ ~ 6"AW r ~ b
DRY BORE & JACK o w ~ ~ ~ CLASS A STONE k ~ ~'\~pi,
/ u'' " a J ~ o ~ , NVP IN-~13 O1A~) I NV=147,10 5 5 . YDS. TOTAL l ~ \ ~ INV OI1T=138.67 ~ Q / ~,r Q \ ry Tqp 2.0 WATER SERVICE PLACE ~ ~ P o'~~ o A
6"0 SEWER SERVICE 148 r ~ e~
'~3. ~ "~r ~ v CB-1 LT (TYPICAL u.N,p,) rte/ < ~ ~ E i~., GB- / ~ ~ r y~N \ M GIN GB-6LT ~ 1 9
l ~ ~ ~ L~ ~ p i / ?\q~
1 ` d ~ " / Y` ! / 1 / -
MDpN \ ~ 0•,6~ / ~ co i ~ ®'~a / NEW MH
MN Q x o ~ ~ ern, ~ ~ a ~ ~ STA:7+84.45
W \ £ °b S h 6~ Sg ~ M ~ \ d 0~ ~ , ~ ~ . \ ~ a" 4 CB-3RT ~ " w • CA-9RT ~ ~ OFFSET; 17,82'RT
T p ~ 10"~S ~ ~ 9 R ~ STA:7+98.40
INV IN=137.90 3~ CB-2RT ~ ~ 4~ INV WT=137,90 ~ - ~ ~ 1 ~ CUL-DE-SAC ~U u I f
sr T ~ ~
FSMi & U 6" MJDI G D T 1 ~Q~ 1 , _ FES~10A
TEE AND PLA E E I r,. 1 INV-146.65 ~
THRUST BLOCK W I ~ _ ~
SY CONCRETE ~ / ~ GB-ART FES-13 1 `148- 1 1
1 TOP-TOP~1~14&38 ~ ABANOONEO SEWER INV°47,10 INV IN=138~4D PUMP STATION {TO 10
~ ~ INV OOT=13839 2'a WATER SERVICE BE REMOVID) CLASS "A' STONE
~ ~ 6"~ FIRE LINE ' 1"D WATER SERVICE ` ~ ~ (5 5Q. YDS. TOTAL) a= ~ 8' 1 % v ~ a=18'
/ t -g , =9'
.2 CLASS I .2' CLASS 'B' STbNE
20 SQ. YDS. 20 SQ. YDS. TbTAL}
T 0 WNE CENTRE PLACE CE _
~ ~ LO POINT ELEV = 15 .57 ,57 HIGH P INT ELEV = 151,6
F 184 ~ - NF STS 144
J ~ J PVI sra - 4+5p - - - _ PVI STA = +4D PVI ELEV - 51.84
g ° PVI ELEV = 150, 4 oM 162 ANN =a A o 162
~ = 104 K= 67, 6 ~ h 100,00' C ~
° ~ r 100,00' VD 180 w - 160
H ~ J rn o w
158 m ~ _ o ~ w ~ 158
o m o m _ ~ a 0 t ~ a ~ II I
t ~ t ° 156
II II II II I N w ~ J 15fi
H w ~ w 154 J J ~ w ~ ~ U J m 1 154
j U _ _ m j U
152 ~ 152
0.484 -1.0 ~
i i 150 15D
EXI5T. 16"~ ~ ~
WATER LINE ~ ~ ~ - - 148 - - - _ - - I~ 14e
~ ~~L - X91 - - - - -
~ ~ ~ 4.{~0 Q,279; 24'~D RCP ~~~~W 8"e 9p~W ~ ~ ~ L=13.32 0.20y Lf115.06 0, o X4'3 RZP 3.32 0.207 30~~0 RCP L=147.52 0.20' 24'm IRCP 14fi
148 W "d ~~N~ NEW 16"x8" STEE CASING
T5&V I 2 , I I
144 _ D,I. IPE ~t 4 2' -144
-O.L PIPE- - D.I. PIPE
14Z - 142

140 - - - - - - - - - - - - - - - ® _ 140
- =364.04
136 - - - =2 3.32 0.17 1o"m SS SoR-3s L - - - 138
136 a a 136
w
134 ~ ~ 3 N a ~ ~ ~m N~ h 134
~ _ r ~ d W ~N NZ 47 N p N M] • -d° . n rT T ~Nr'?n M~ MMY 01Qr r V~~~ ~N~ c N h~ ~h`~ N m m n ~ ~
132 - ~ ~ o ~ ~ w w ~ ~ ~,n ~ ~ x ~z N ~Z ~z ~ rz~ n~ o rv~ZO ~~z Ng~~ n~a~ `gym a?"' ~ u~ir^ r 132 ~`~z~ ~n~zo J z~ h"z~ r'~ o ~ ~ m~'c
x~ z m OZ m ~ z m O~~ ~O ~ mQO» ~ z ~ Fa» m » F~» > > > aa> w 0 ~O
DATDY6L6'V wNr ~ z wr_ U r?? z zz wr_ Isaac ,~FZ z az ~ zz ~FZZ z z ? Nrz
- ~ ~ ~ n ~o nm N"1 0~ rom r~ rN m"' om n°' N° rn^ N° °°i ~ N co n ce ~ ~ N o m ~n cn N ~ ~ I~ m~ ~m ~W ho ~r aN w~ NN 0~ h~ Na rnN rn~ -n m
~ O m ~N N r r~ r ra o p O r0 ~O ~O N ul ~ ~ ~ ~N ~N ~N ~N ~N ~y 'N ~N ~J7 ~N ~N ~N ~U7 ~N ~N ~N
50 0 50 100 150
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+00 5+50 6+00 6+50 7+00 7+5D B+OD 8+5D p:\03PROJ\4062\4462-LDDT\dwg\44626-CONST-4-10-10.dwg 4/16/2010 3:02:59 PM EDT
``~[1pi c 5/1~:1 [(r~yr2t,,~ Date April zola ~ ' ADDED NOTES & REVWATER LINE, ETC 02-05-10 NVH ~ ~ ~
Herring auLLOn cc ILssociaLes, r.A. amitt~ielu ijusiness rarx arx aCale : Map No. 1" = 50' H
1N Engineers -Surveyors -Planners Construction Plan 1" = 5' n 03-4062B
2201 Nash Street NW Wilson, North Carolina 27896 [phone] Smithfield Township -Johnston I o`u~'mn4" Dn Co., NC Sheet No. CP-1 of 2

EDP-11
FES- i l La=18'
T W=9' T-2' CLASS 'B' STONE
(20 SQ. YDS. TOTAL)
r~ jr//j4
!0 I r ~ r/ r - r / ~ /
'GQ7 . ~I / rr/ /
p r/~%rrr/I/r r rr/l~r~l r/ / ~F 4 i,/, Q //4~hrrr
\ I rrrl ~l~~r/r~///Irl r
A \
a= o a /V FES-106
~ 0
4 / ,~/°o
„ „ NEW 5.5. C.O. NEW S.S. C.O. NEW S.S. C.O. ~ ~ NEW S.S. C.O. MDi-5 STA: Ot00.00 EASEMENT B STA: D+92.88 STA: 1+77.85 STA: 2+62.81 STA: 3+43.35 y~P~ / J~ v~s /
MVi-5 STA: 7+8485 TOWN CENTRE PL ~ e
_ ~P
ti NEW S.S. C.d. EDP-10A QQ`~ ~ /
~ STA: 4+01.89 ~j La=18' o/ W=9' ~ /
~ ~ i ~ ~ / V V I I r~ T=2' CLASS '8' STONE ~X~
\ x ~ / pd ~ • xp~ ~ ( s \ CB-6LT {2D S0. YDS. TOTAL) ~ /
A / N C s CB-9RT / DEPTH VARIES
~ + ~ o ~ s oq 20' DRAIN do ll ESMT "B" •4 0 "2 34' DRAIN & UTILITY E5MT 'C_' ~ ~ - K-31 FESCUE
o---- - o / ~i f GRASS 4' CP 3fi"RCP ~ ~ ~ ~ ~ ~ 4
® O M~ Z ~ M4 Z \ / ~ ~ ~5.9 ~ GRASS L;NED SWALE F-3-.{ 1
~ a -,~------o W ~ ° - I I
® s i Q V ill N
o ~ /1 e' ~ / / py w STRAW W/ NET FES-10A lEMPDRARY LINER
d N ~ ~ 0 N ~ ~
~ o' i a
h h GRASS-LINED SWALE
STA: 0+22.88 EASEMENT "B" ~ CUL-DE-SAC
STA: 7+98,40 TOWN CENTRE PL rL GUL-DE-SAC

SEWER EASE~YIEIV T B
164 164
182 - 162
- - _ _ _ -
160 - 16C 1so I~I~AINAGE EASENIEIVT "C" 1so 1 - - - - - 160
15B - 158 158 158 158
15fi 156 156 156 156
154 - 154 154 154 154
152 ~ ~ ~ 152 152 i ~ - - ~ - - 152 152
- - _
150 - - ~ 15C 150 150 154 L=33.00 L=
14B - 14:? 148 148 _ - 148 0,27% - - ~ - - - 0, 7 9
146 148 146 146 = 146 RCP GR 55 LINE SWALE ~ 0.05 LOPE 36"b
56.54 18"D ROP
144 _ 44 144 144 144
_ 9 94R-35 SOR-35
142 8.5,39 6'0 S =92 B9 SS S ft- 142 142 142 142
L 5"0 - -
14o Z 5 ~ 14C 14D 14D 144
N Zv ~On ~n N"a
136 ~ ~ ~ rn~~~ N ~ ~a ~ ~ 13@ 13B 13B ~ miD ~ 138
.M~ m .ao ^~n ~°:il° n bN ~ '~zzp Vo v ~±~a cv~a ~ ~v U ~ I ~z'~ w z~ z Z
_o 136 3 3aa aar 3Qa 3 13t; 136 w p»> wH ~ ~O~ ~O> w ~ woo 136 Qa~~ a~ 136
DATUMSEB'V Z ~ZZZ zN ? vl~? N~ z ? zN~ DATUdIb'E6V 19r`.OD 193.OQ 193.OQ
N O 0~ 0~ O If] 00 0~ 0~ ~ 0~ ~ ~ ~ i'I ~ u f~ "7 O ~ W r ~ ~ d N ~ ~ N N ~ N7 d r N ~ r
a a ~ ~ a ~ a a ~ ~ ~pn ~pn ~ ~ ~ ~ ~ ~ ai ~ ai ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a a a ~ a a ~ ~ a a ~ ~ a a ~ a a a ~ a ~
0+04 0+56 1+00 1+50 2+OD 2+56 3+OD 3+56 4+OD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
50 0 50 100 150
P:\03PROJ\4062\4462-LDDT\dwg\44628-CONST-4-10-10_dwg 4/16/2010 3;02:59 PM EDT
``~[1pi c 5/1~:1 [(r~yryr~~s Date April zola
~ ~
Herrin auLLOn cc ILssociaLesp r.A. ~;mit leia tiusiness rarx arx aCaie : Map No. 1" = 50' H
- ,°,B° - - Surveyors Planners Construction Plan 1" = 5' n 03-4062B
°~~~1NEngineers (252) Smithfield Township -Johnston 2201 Nash Street NW Wilson, North Carolina 27896 291-8887 Lmn4s~a~ " Dn Co., NC Sheet No. CP-2 of 2

~ ~ t I I l I j II 1 I } i~ ~ \
WETLANDS LEGEND I t ~ ~ ~ ; t ~ ll I ~ ~ ~ ~
i Ill I I I ~ _ ` 1 t~ ~ II ~ I I 1 ~ v ~ ~ NEUSE RIVER BASIN SCHEDULE
- {ll I S I - ~ lr ~ ~ JURISDICTIONAL WETLANDS ~ ( ~ 5 ~ ~ I ll I ~ ACTUAL IMPERVIOUS CALCULATIONS and OFFSET PAYMENT
i) 1 I 1 ~ ~ ~ ~ 1 / II I I 1 . SMITHFIELD BUSINESS PARK
ll l (IQ J ~ ll EXIST 1 I ~ ~ Herring-Sutton & Associates, P.A. Prepared by RON SUTTON
I BLDG I ll 1 ~ I J I I ~ _ ` JURISDICTIONAL WETLANDS I I ~ ~ ll I I ~ ~ , Z 5124112006
{IMPACTED) ~ ll / ll~ ~ ~ \ ~ I ~ ~ ~ DB 1067 P DB 1067 P 178
\ ll / I~ N ~ } I 1 ~ o ~ \ , /1 a Actual Actual
( 1/ I J 1 ii5` ~ NON-JURISDICTIONAL WETLANDS z J \ SSA HOLDINGS I, LLC y S; \ \ Acl. Acl. Undisturbed Managed TOTAL N03 N03 TOTAL N03 TOTAL Excess UNDISTRIBUTED DISTRIBUTED DISTRIBUTED Lol# Acreage Imperv. Imperv. N03 Loading (lbsll21.2) Undisturbed Open Space NW Loading Managed Open N03 Loading Loadingwlo Actual Reduction Loading N03 N03 Excess Actual Offset Offset Credit Actual Offset ~ Areal%) Area lac) Open Space lac) llbsll0.6) Open Space Space lac) (Ibsll1.2) BMP's llbs) BMP'S Factor vAth BMP's Ibslacyr Ibslaclyr N031bs payment Payment Payment
I ll ~ ~ ~ r l ~ } ~ oar ~ ~ ~ a (IMPACTED} ~ ~ ZONE e-3 ~ ~ C,y ,,y \ ~ ~ AREAI%) AREA~h) ti., ~
I Il ~ ~ ~ ~ DB 2525 PG 259 ~ \ \ ~ I I \ ~ ~ ~ ~ e a ~ ~ / PIN 2603-19-0046 ~ \ G ? \ \ ~ ~ \ ~ 1 1.110 70.000 0.777 16.472 20.000 0.222 0.133 10.000 0.111 0.133 16.738 A 0.750 12.554 11.310 7.710 8.558 $2,824.80 $2,824.80 'V '0 "O 2 1.310 80.000 1.048 22.218 10.000 0.131 0.079 10.000 0.131 0.157 22.454 A 0.750 16.841 12.856 9.256 12.125 $4,002.90 $4,002.90
I 1111 ~ ` ~l ~ } \
NON-JURISDICTIONAL WETLA ~ a 1 L _ f h ~ \ ~ \ \e 3 1.610 80.000 1.288 27.306 0.000 0.000 0.000 20.000 0.322 0.386 27.692 A 0.750 20.769 12.900 9.300 14.973 $4,940.10 $4,940.10 ~ ~ rGr~ q 2.970 70.000 2.079 44.075 7.800 0.232 0.139 22.200 0.659 0.791 45.005 A 0.750 33.754 11.365 7.765 23.062 $7,609.80 -$874.50 $6,735.30 °V A, I?;~ A,~ ,~R 5 3.500 65.000 2.275 48.230 25.000 0.875 0.525 10.000 0.350 0.420 49.175 A 0.750 36.881 10.537 6.937 24.280 $8,012.40 $8,012.40
NOT IMPACTED \ I l~l } ~ 'r f ~ ? \ { y 1 1 ~ r ~ s 1 ~ ~ ff ~ \ ~//k. ~ 1 6 1.800 70.000 1.260 26.712 5.000 0.090 0.054 25.000 0.450 0.540 27.306 A 0.750 20.480 11.378 7.778 14.000 $4,620.00 $4,620.00 /~Q \ 7 1.790 70.000 1.253 26.564 0.000 0.000 30.000 0.537 0.644 27.208A 0.750 20.406 11.400 7.800 13.962 $4,606.80 $4,606.80
\ I I ~J \ J ~ ~ I1y ~ ~ ~ g 4.800 0.000 0.000 0.000 0.000 0.000 100.000 4.800 5.760 5.760 A 0.750 4.320 0.900 -2.700 -12.960 -$4,276.80 $4,276.80 $0.00 ;Y ~ RMI 1.350 68.900 0.930 19.716 0.000 0.000 31.100 0.420 0.504 20.220 A 0.750 15.165 11.233 7.633 10.305 $3,402.30 -$3,402.30 $0.00
v wll ~I ~ h \ ? \ I `~I \ r v ~ r~7~ ~ ~s 20.240 10.910 231.293 1.550 0.930 7.780 9.335 241.558 181.170 8.951 5.351 106.305 $35,742.30 $0.00 $35,742.30
1 / r r I ~ 1 ~
\ Total Development Acreage 20.240 (ac) N W Reduction from BMP's (lbs) 60.388
I 1 1 I II \ ,o r ~ o ry I 1 145.28 5.28 \ ~ \ r
I ` r ~ ~ 1 q ~ , ~ \ S2S, , I 1 ~ r ~ S €-C ~ \
} 7 ~ I G I r ~ J \ 28 \ \ 8MP TYPE TN REMOVAL RATE NOTES: WET DETENTIO POND 25k
1 II I ~ ti I ~ I~ w , I I I I / r / a \ 1 t 26 \ \ 0 ~ \ 8 CONSTRUCTEDIr~TLANDS 40k \ ~ \ ~ C OPEN CHANNEL PRp\CTICE 30k
I ~ w ~ ~ I 1, + I I EXISTING J ~ c~~ ~ \ lq~ ~ s!~ ~ RIPARIAN BUFFERS ` 30k ~4' \ 4e ~ ~fn~ E ~ VEGETATED FILTERST~IPS 20k
II } I BURGER KING Q all Q I I I o? ~FN
I II ~ /I r a~~ cF i ~ III r 1 o o F`I yCF \ \ ~ ~''`\Q\ \ WITH LEVEL SPRFA ER
I II l~~ / \ I ~ll ~ J I IVd AND TE 5A TRUSTr' \
Ilwll w l ~ ZaN B-3 j tv \ B 2 I / DB 2 PG 416 \ ~ \ ~ ~ ~ ~ e ~ ~ DRAINAGE NOTES
1 II l ~ f 1 0, ~ a / ~1, ll ~ PIN 28 3-09-8144 \ o~
1 ll I ~ ~ 1 / ;n \ o ll l + ` / M \ y I 1 Z "v ~ ti ~vt LOT 3 SHALL BE FILLED AND GRADED TO
~ ~ ~ v ~ ~ DRAIN TO THE PROPOSED STORM DRAINAGE
r ~ WALE-C ~ COLLECTION SYSTEM WITHIN TOWNS CENTRE PLACE.
2S W ~ ~ ~ ~ / I ll 3Q a` ~ _149- ~ ~ ~ \
1 r \ ~ Q• DO'S ~ ` o .r / , I / \ ~ a ~ ~ ' ~ ~ ~ ~ ~ ~ zo ~ ~ ~ ti IN FUTURE PHASES UPON APPROVAL BY USAGE & NCDENR
I ~ ~ JJ 7
_ ~ - v~~~ v LOTS 1.2 & 6.7 SHALL BE FILLED AND GRADED TO DRAIN
I ~ P~,o \ ` TO THE PROPOSED STORM DRAINAGE COLLECTION I LE L SPREADER AND
I NDN-JURISDICTIONAL ,~y,/ / VEGE~STIVE FILTE \ SYSEM WITHIN TOWNS CENTRE PLACE.
I II ® WETLANDS TO BE FLLED J~~.\ . /
I ll a ~P~ P~/ /
I I o : aR ~ ~ / l ~ ~ \ ALL IMPERVIOUS AREA ON THE ABOVE SUBJECT LOTS
I I I o~ \ I rCN ~ DealNO.cE Flow / I \ EDP-~, \ ~ ~ SHALL DRAIN TO TOWN CENTRE PLACE. I ~ \ ~ \
I( G m ~ / DP=25
II t ~ 1 1 O' 7 I / \ / INV=146,40 • 1\ \l \ `,,.d I V=148.44 \ \ \
I I f ~ r \ \ \ ~ \ GRASSED FILL SLOPES CAN SHEET DRAIN TO THE
ll I FOC f I I ~ ~ / ~ ~ - , ~ \ ADJOINING PROPERTY.
I STUB I ® I ~ I J f j ~ ll \ ~ a
I a S PROP ~ 1~ ti I Iv DSEO 20~ ` j o ; ~\o\ L~TS 4.5 SHALL DRAIN TO THE PROPOSED DRAINAGE
I ~ I aRAINAG~ ~ } \ I Ir ~ ~ uri ~ ~ I - I LITy E~17 ~ ~ ~ a
113 ~ ~ ~ _ \ \ \ SYSTEM LOCATED WITHIN DRAINAGE AND UTILITY ~ ~
I ~ ° ( ~ , f \ l ~ r _
I~ a ~ ~ _ / WETLANDS PROTECTIO I ~~c>~ 1 I T , ~ \ ~ ~'s,\ \
~ } o ~ / J rn ( q , ~ - ~ FENCING (TYP} I o W I ,
II 1 ~ ~e / b• h \ I ~ ~ i `'s, \ THE DR~IINAGE FROM LOTS 1.7 UPON COLLECTION
I \ ~ ~ ~ l ~ ~ 1 t SHALL DI~IN INTO THE WATER QUALITY POND
I~1 T ~ ~ ~,OCATED QN LOT 8.
~ ~ A \
~ I z ti Q - 1 WATER QUALITY POND n ~ Aso'. • \ \`~1~ \ ~ W1TH FORBAY AND s, `
\ ~ I ~ - / g/ i ~ EMERGENCY SPILLWAY ~ ~ \ V ~ \
r ~ I o ~ ~ / / v, I NORMAL P40L AREA ~ ~
I" ~ a / ~ / I ~ l ~ .r ~ ELEV 146,50 ~ ~ ~ ~ ~ A
I ~ ~ WETLANDS PROTECTION ~ aa- < ~ ~ 1 ~ I FENCING (TYP) ~ / ~aa- I I 1.42 ACRES ~ \ r.
I ~ ~ 1 ~ I J a e, / ~ r I p T ~
I F ~ 4 I JURISDIOTIONAL `~S, l d'` ~I ~ ~ ,
I WETLANDS TD BE FILLED 'A \ r ~ I 1 n,~ EDP=10A ~ , r' I ~ ~ ~ • ~ \
1 JI r ~ ; i : ~ T ~ ~ ~ \
1 I ,~9 ~ ~ ~ ~ oR > / I ~ ~ ~
l J~ I ~ / ~
I I ~ ~"O 9 ~ I I ~ \ ~ /
1 ~ I I ~ _ ~ 5 ZI J 1 I
a I ~ Jl~ o `;\---=_.:44,145-----~::_~, ~ \ \ ..-146---.... s \ N ~.--.-..14i14fi.5 - CLASS A ~ 1
I I ~n \ f' t>a a ---iaa STONE - .
~ ~ ~ a CP' o ~ . ~ ~ ~S~ 9, AINgGe Fl.0 14B~ 147- ~ i'~ ~ \ ~ \ ~ \
1 I Z T °"4 : _ ~ ~ ~ ~ a w LO _-=145.:-144 \ \ \ ~ W - 142 ~~l i~t t I'~ l ~ ~ ~ \
Y I ~ ~b X15 ~ "RCP \ ~ ~ - ~ r -y~ ~ v ~ r 0 24 ~ 1 ~ ~ G~ a I ~',~,.I ~ \l\ \~~A
I ' - ~i ~ g 1 l I ~ - _ ~Il". I'. '.I ~ \ ~ ail l i Ali
~ , I ~ ~ ~ ~ \ ~
~ I I ° ~ ~ ~ ~ ~ ~ ~ - ~ SWALE-A 6 I ( _ ~ ~ o : f 2~4 ~ RCP ! ~ FLDW \ 1 \ \
\ ; I - ~ \ ~INV~ -154;DO'~ i ~ PATH ~ ~ \ \ V A ~ ~
I / ~ o EDP-11 ~ li; ~ -148-~- r - - ~ ~\\\V AVAa
I ESMT 14.8 'PN I ~ n IUTY ~ ~q~f SWALE-B l i t i t \ O
I ~ 3 \ to 1 I o \ f W ~ 3D' DRAIN & UTILITY ESMT °O_ J I ~ i ` ~ - ii \ - J 1 ~ ~ .,At ~V ``r
I w \ f ~ ~ I r RGP ~ ~ FlLTER STRIP TD 8E ` ~ \''~'spsi\
r )I ` I ~ \ \GRASS LINED SWALE I 14 ? 1 36° - AERMUDA SOD 32'X32' \ \ \
I p \ ~ I l a 1 ~ 3
s , 1 J l ~ ~ ~ , ~ ~ VAS \
e I I ~R 1 ~ ~ ~ ~ sv I ~ z r \ 20' W1DE EMERGENCY ~ \ ~ ` l\ \
~ I ~ ~ V 1 3 ~ / r `v a / WETLANDS PROTECTION A \ 1 0 ? SPILLWAY EL=149,ID ~~'4 ~
I I - ~ 1 ~ ~ ! FENCING (TYP
I N; ~ / ~ r
I ,e I r° 4 z I ~
/ ~ ~ ~ \ ~ r~ I ~ ` \ \ \
I r \ ~ l ~ P~ ~ ~ _ \
I
bteQp"pydM~. P~Y'r'g7;4} 1 EXISTING WETLANDS TO \ ~ \ \ ` \
R4 REMAIN UNDISTURBED ( i~ ~ \ ~A
J Q ° ' °'i - r " ~ °~''f EXISTING WETLANDS TO I -_\~~1
l ~ REMAIN UNDISTURBED Id 3 ' ~ ~ I
I~ ~ ~ ~
7D BRAIN & l1Tll T ESMT 2Q' RAIN &,~T LITY E T I Y I ~ ~ a c~ °ti
i s'' ~I ~ rlt PRGPOSED 10' DRAINAGE & U1ILITY ESMT _ ~ / ~ ~ -
~ I ~
1 \ 148-- N00 11'03"E 1453.89' I °°1 9ti ti \ ~
~ I t ~ \ - r 50 0 50 100 150
6 1 ~I I ED
P:\03PROJ\4062\4462-LDDT\dwg\44626-CONST-4-10-10.dwg 4/16/2010 2:39:22 PM EDT
``,~,,gcn:arq~,~,,r
Date April zola
1 7 - .
Herrin -Dutton cc associates, r.A. amit leia ijusiness rarx ,arx Overall Stormwater male : map A0
Engineers - Surveyors -Planners
Management Plan 1 = 60 03-4062B
~`(252) Smithfield Township -Johnston %:'~e 2201 Nash Street NW Wilson, North Carolina 27896 291-8887 o`u~'mn4" Dn Co., NC Sheet No. SWUP-3 of 6

J \ ~ ~ A~_.
/ ~ \ ~ r \ ~ ;x ~ r \
f ~~v ~ r \ INV ~ \ r \
145.28 \ \ ~~~.-'O \ \
tiF \ \ ~ \ \ \ \ \

~ \ \ ~A \ \ \ \
eoyF l ~ \
~ \ FFN ~ \ ~ \ \ \ C 4\ \ \ - F \ \ \ 9ti \ WATER QUALITY POND SUMMARY
~ \ \
~ CO ~ \ \ \ \ ~ ~ Oy \ \ \ \ \ \ \ F \ \ DRAINAGE AREA: 16.81 AC. POND INVERT: 142.00
Go ~ ~ A \ \ \ \ ,s \
78,5225 \ \ \ Ee. ~ \ \ \ \ )IM~NTATDON-EROSION CONTROL RISER INVERT; 146,00 RISER TOP: 148,30
1.60 AC ~ ~ \ \ \\S ~ \ \ \ I I I I NORMAL POOL: 146,50
- - - \ ~ 1 \ C®NSTRUCTD®N S~QU~NC~ TOP OF POND: 151.00 RISER DIM : 3.0'x3.0'
~ f / \ \ 1. OBTAIN COPY OF APPF ~ ~ \ ~ ~ BARRELL DIA,: 16,~m COPY OF APPROVED SEDIMENTATION EROSION CONTROL PLAN AND CONTACT INV. INTO POND; 14fi,00
~ F / \ \ \ LAND RUALITY AT (919 JALITY AT [phone] PRIOR TD INITIATING LAND DISTURBING ACIIVITY~ 5A REq'D; 29,290 SF
1'~ .1.-149` \r' ~ SA AVAILABLE: 57,185 SF
2. INSTALL TEMPORARY C `r S~~ "4~ a t Z~ \ \ ~ \ -TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN, 6" DRAWDDWN PIPE INV. 14fi.50
E~'~6 ~ \ \ 5. CONSTRUCT WATER QL \ \ \ 'UCT WATER QUALITY POND. EMERG, SPILLWAY INV.; 149,10
\~~(E / \ ~ \ \ 6. INSTALL THE STORM D r/ LE SPREADER, ANDS ~ - THE STORM DRAINAGE SYSTEM AS SHOWN AND INSTALL INLET PROTECTION
a~0 VEGE TIVE FILTE \ AROUND OATCH BASIN. OATCH BASINS AND DROP INLETS AS THEY ARE BUILT. DURING THE
~ ~m ~ \ INSTALLATION OF THE 6 ° ' \ \ \ \ ~ \ ATION OF THE STORM DRAINAGE PIPE, USE PLYWOOD AND STONE FILTER PIPE
~ n gA \ \ \ P~ €DP-25 ~ ~ \ \ ~ \ AT THE END DF EACH END DF EACH DAY FOR ALL PIPES UNDER CONSTRUCTION. UPON
0~ / La-8, R~ ~ \ \ i\ ~ \ INSTALLATION OF FLARI ATION OF FLARED-END SECTIONS INSTALL ENERGY DISSIPATION PADS.
~ W=4' \ \ \ r-2' CLASS `B' sroNE \ \ \ 7. UPON DISTURBING AN IISTURBING AN AREA, CONTRACTOR SHOULD GRADE THE DISTURBED
a / - \ \ \ (10 5Q. YDS. TOTAL) \ \ AREA TO DRAIN IN A TO DRAIN IN APPROPRIATE CB OR DROP INLET.
D-6 INV=146.40 _ ~ \ B. PLACE BLOCK AND GR BLOCK AND GRAVEL INLET PROTECTION IN PARKING AREA AFTER CURB IS
INV-146.40 L°-2' FN W=2' \ POURED & GRATE IS .D & GRATE IS SET,
~l' \ - \ T=2` C S5 'A' S QNE \ 9. MAINTAIN ALL SEDIMEN IN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
a ~ ~ v ~ . ~ e~ \
~ -o ~ CONSTRUCTION IN AC TRUOTION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
~ ~4 ~ \ \ ~ 10. ALL DISTURBED AREA o s ~~48... \ \ \ \ STUBBED AREAS TO BE SEEDED 1MTHIN 21 CALENDAR DAYS OF COMPLETION 1/s" CORRIOATED ALUMINIZED
` \ OF LAND DISTURBING a ~ \ ~ \ ~ ` 1 \ \ \ AND DISTURBING ACTIVITIES, FABRICATED TRASH RACK
~ m r \ \ \ \ \ 11. USE SEEDING AND ML =EDING AND MULCHING FOR PERMANENT SEDIMENTATION AND EROSION
\ r9 \ \ \ CONTROL MEASURES \ \ \ >s COL MEASURES ON ALL DISTURBED AREAS THAT ARE PERVIOUS.
WETLANDS PRDTECTI0~1 > \ \ \ \ FENCING (TYP} o \ \ ` r \ \ 13. REMOVE SEDIMENT AC 'E SEDIMENT ACCUMILATED DURING CONSTRUCTION FROM WATER QUALITY
's 1 \ \ ~ ~ \ POND AND LEVEL SP / ~ > AND LEVEL SPREADER AREAS.
f ~ \ \ 14. AFTER SITE 15 PERMA SITE 15 PERMANENTLY STABILIZED REMOVE ALL TEMPORARY MEASURES.
~ A 1 ~ \ \ - \ ~ As,z \ t~\\
\ ~ N Q fl, ~ ~ \
\ WATER OUAUTY POND > o~ \ \ \
\ WITH FORBAY AND ~ s, \ O \ No. 4 REBAR
~ \ EMERGENCY SPILLWAY \ \
NORMAL P04L AREA \ \ \
~ i ~ ~ ELEV 146.50 ` \ \ P \ \ \ I ~ -148- " r 1.42 ACRES \ \ \ 1fi"~ D.I. DISCHARGE PIPE
~1 \ \
1 \ \ \ Q \ \ 1 \ PLAN
a \ \
\ W I~ \ \ \ \ \ \ \ \ ` \ \
~ ~ ~ 206,950 SF l \ \ \ ~ a~ ~ \ \ 4,aa Ac \ \ \ \
~ ~ 1 \ \
$ 8`~ q/ ,`x._._.__._143144-14.5--::__;_.`~ \ \
o •_,._-..._.....-146,5 _ ~ \ \r \ ~ - _1ai - CLASS 'A' ~ \ p\ \ \ 24~~ TOP RISER 145.30
STONE 148- ~A, Vi VA \ , FACE OF POND SLOPE 30" 30°
-146 ~ +.1,~ VA V A 12 152,542 SF -______----_145 3'-0" MIN. EW 8,~ 12" THK 3000 PSI OONCRETE ~
3.50 AC , - 144 -143 ` ~ ~ ~ ~ A \ \ \ \ 6" D,I. INVERTED 142- ~i~'i ~ A V\ ti, T-C D 7'-0" LG. X 3'-0" WIDE
EDP-11 'lii . i;i, \ \A \ \ TEE INLET 1/8" CDRRIGATED ALUMINIZED
La=18' i i i i i i i i >t A\\ \ ~ \ - {~I~~, Iii I II~ \ \ \ \ \ \ W-9' \ \ 5'-0~~ FABRICATED TRASH RACK
T=2' CLASS 'B' STONE i 24" ~ ~R ~ P~' \ \ \ A FLOW \ \ INLET 6'~ D.I. PIPE FROM POND
_ INV= 146.50 (20 SQ. YDS. TOTAL) iNv-~~4.00~.~ ~ pATFl \ \l \ \ \
/T ~ ! V V A I 'i ' ! , ~ '-148.,, - - ~ V \ \ \ \V \ 1fi"0 D.I. BARREL
'~I~ A V\ \
~ . , , . 1 \ \ v 30' DRAIN & UTILITY ESMT "C" A \ \ A \ VA A
--------J r,~~ 1 v > ~v\ G ~ ~ >N>A S2 \
r RGP~ . FlLTER STRIP TO 8E \ ~ p~~\ ~,e \ \ORASS LINED SWALE ~36 ~ ~ \
BERMUDA SOO 32'X32' \ \ \ ~ \ a, \ i \ \ \ ~ ' 1 \ DRAW-DO WIV PI PE DETA I L INVERT AT RISER 146.00
\ \ \ _ - c _ ~ u .p _ _ _ a, - a,
\ 1 \ \ e \~e NOT TO SCALE ~ ~ - - ^ ~ -
20' WIDE EMERGENCY ~ \ \ SPILLWAY EL-149.10 \ \ \ \ \ 1 I - ~'o ~ .o
7q8 \ \
\ \ 6' /6" x 6'-6" CONC SLAB
\ \ \ \ \
\ \ \ \ \ F i\\ S~CT~ON
~ _ t \ 2_ \ .~e~
OUTLET STRUCTURE DETAIL
NOT TO SCALE
TOP POND ELEV, 151.00 1.0' CLA55 "A" STONE
1.0' SEDIMENT STORAGE ~
_ ______TEMPORARY_STORAGE_ELEV.148.30 ~ ---NORMAL POOL ELEV. 14fi.50
10:1_ 3.5' 1 10:1 TOP DF SEDIMENT 143.00 NOTE: 1,0' THK CLASS "A" STONE
BOTTOM OF POND 142.00 ~ DEPTH VARIE NOTE: SPILLWAY WIDTH DEPTH VARIES K-31 FESCUE 20'-0'~ GRASS
GRASS TOP EL. 151.00 3:1 SLOPE
4 BOTTOM ELEV. 1 ~ 149.10
FABRIC INER
NOT TO SCALE
STRAW W~ NET W W~ NET
TEMPORARY LINER TOP POND ELEV 151.00 'ORARY LINER
1
TEMPORARY STORAGE ELEV. 148.30
NORMAL POOL ELEV. 146.50 ~
TOP DF SEDIMENT 143.60 1.0' SEDIMENT STORAGE VEGETATI VE SWALE DETAIL EMERGENCY SPILLWAY -SECTION THRU
BOTTOM OF POND 142.00 NOT TO SCALE NOT TO SCALE
50' 0 50' 100' 150'
NOT TO SCALE
P.~o~a~~aoas~ioar~oor\a~y~iaeza-mnsr-a-~o-~aa„a 4~1B~291° 2:49:30 PN EOi
``,~~pun:urq~~~,,r
Date April zola
~ ~
~~Se- : Herring auLLOn cc associaLes, r.A. amitt~ielu ijusiness rarx arx dcale : Map N0.
Engineers Surveyors -Planners
%:'le' 2201 Nash Street NW, Wilson, North Carolina 27896 c252> 291-8887 Smithfield TownshIp Johnston n` Dn Co., NC Sheet No. gWMP-4 of 6
WQP Construction Plan 1" = 60' 03-4062B

POND LANDSCAPE LEGEND
KEY QTY SCIENTIFIC NAME COMMON NAME PLANTING SIZE CATEGORY TYPE
~ ~ \ \ P ~ ~ \
\ \ \e \ \1 \ \ ~ \ \ ~ ~
LEV ~ SPREAD R AND \ / \ Rgp g Betula nigra River Birch 1 gal. TREE (LARGE) DECIDUOUS
VEGE~TIVE EILTE ~ ~0 g Quercus nigra Water Oak 1 gal. TREE (LARGE) DECIDUOUS
~ \ \ \ \
/ ~ ` \ gTg 28 (MIN.) Callicarpa amercicana Beauty Berry 1 gal. SHRUB (SMALL) DECIDUOUS
/ ~ \ \ \ \ ~ ~ \ \ CRF 522 (MIN.) Lobelia cardinalis Cardinal Flower Bareroot or 2"Plug HERBACEOUS PERENNIAL
\ \ \ \ BLU 550 (MIN.) Lobelia siphilitica Blue Lobelia Bareroot or 2"Plug HERBACEOUS PERENNIAL
\ \ \ \ ` SMW 550 (MIN.) Asclepias incarnata Swamp Milkweed Bareroot or 2"Plug HERBACEOUS PERENNIAL
EDP-75 \ \ \ \ \ SFR 550 (MIN.) Juncus effusus Soft Rush Bareroot or 2"Plug HERBACEOUS PERENNIAL
W=4~ \ EDP \ \ LZT 550 (MIN.) Saururus cernuus Lizard's Tail Bareroot or 2"Plug HERBACEOUS PERENNIAL
\ La=2' \ \ \ T=Y CLA55 B STON \ \ \ ~ \ ARH 550 (MIN.) Sagittaria latifolia Arrowhead Bareroot or 2"Plug HERBACEOUS PERENNIAL
(10 S~. YDS. TOTAL) W°a \ T=2' CLA ' ~TO~ ~
\ \ \ INV=146.40 \ \ \
rn \ \ \ INV=146,40 ~ \ \ \ \ \ \ \
~ \ \ \ \ \ ~ \
Q \ \ \ \ \ \ \ - o \ \ \ 20'
/ - - \ NOTE: \
l j \ - ~ SHADED AREA TO BE ~ C~ \ ~ BTB
1 ' ~ ~ \ e m LANDSCAPED PER TYP ~ \ ~TYP)
T \ \ \ \ / ~ ~=SHELF PLA'j iNG DETAIL \ \ \ \ CONTOUR EL. 147.00__ _ ~~II`' ~ ` ~ ` ~ ` ~ ~ ~RF
~ _ SEE DETAIL PHIS SHEET \ \ \ \ d I I I I I I I I I I
. 8.., ~ ~ \ - 0 \ \ ti \ \ \ \ N~ I I I I I I I I I I I
\ \ \ \ \ `0 \ - \ \ BLIP
I I I I I I I I I
~ - 9 \ \ \ \ l ~
~ ~ \ \ \ \ \ \ \ \ - \ S ~ \ A V ~ NORMAL POOL EL. 147,00 0 -I-I---F---I---I-I-I---I----~--I-I-
_ o ~ \ \ \V A - \ \ ~ ~ \ S \
- ~ \ 0\\ \ s \ r \ \ \ I I I I I I I I I I I
~ \ o \ \ _ ~ \ \ ~
- ~ ~ ° ~ \ \ \ \ \ - - - - - ~ LZT
I I I I I I I I I I I
\ \ \ \ \ \ ~ ~ ~ 1\ \ \ \ ~ ' \ \ \ \ CONTOUR EL. 146.00 _ ~ p ~pJ
~ ~ ~ \ \ \
! ` ~ \ _ N At,~. _ \ ~ ~ A \ \
o'- A ~ ~ \ \ \ s~ \ \ WATER QUALITY POND ~ a \ \ \ \
WITH FORBAY AND ~ ~ , v \ v \ v v ~ TYPICAL SHELFPLAIVTIIVGDETAIL
EMERGENCY SPILLWAY A v ~ \ v vv v \ (TYPICAL PER 20 LINEAR FEET OF POND SHELF)
~ ~ v v v v ~ ~ v vv v SCALE: 1 "=4'-0"
v A v v v v - I NORMAL POOL AREA \ \ \ ~ i \
~ ELEV 146.50 - \ \ \ ~ \
\ _ \ \ \ ,~_~48~ 1.42 ACRES \ \ \
~ \ \ - ~ ~ \ \ \ \ \
~ - _ \ \ \ ~ - _ \ \ e \
\o e - \ \ \ \ \ CONSTRUCTION NOTES
- ~ i - \ v ~ v \ \
rn - - ~ \ \ \
~ ~ ~ \ \ L CONTRACTOR TO FULLY FAMIALARIZE HIMSELF WITH THE CONSTRUCTION PLANS AND
• - \ \ ~ _ \ REQUIREMENTS PRIOR TO COMMENCING CONSTRUCTION OF THE WATER QUALTIY POND AND LEVEL SPREADER WITH VEGETATED FILTER STRIP.
~ \ \ \ 2. CONTRACTOR SHALL OBTAIN ALL PLANTS, SHURBS AND TREES FROM A NURSERY THAT
r- ~ \ \ 208,950 SF _ _ \ \ \ \ \ \ SPECIALIZES IN WETLAND PLANTS AND THAT IS APPROVED BY THE NCODT.
~ \ \ ~ 4.80 AC - \ \ \ \ \ \ ~ 3. ANY PLANT SUBSTITUTION SHALL BE APPROVED IN ADVANCE BY THE PROJECT \ ~ ENGINEER IN WRITING.
J - ~ \ \ rn ~ DENOTES AREA OF POND \ \ \ 4. ALL PLANTS, SHURBS AND TREES SHALL BE OF GOOD QUALITY AND HEALTHY.
~ \ ~ \ \ ~ ~ ~ TO BE SEEDED WITH \ 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE EXISTING
\ \ i \ 1~ Z 1'42- ~ BERMUDA \ \ ~ WETLAND AREAS ADJACENT TO THE WATER QUALITY POND SITE AND SHALL MAINTAIN \ \ ~ SAID PROTECTION THROUGHOUT THE LENGTH OF CONSTRUCTION.
~ , ~ -143 - \ - 144------ - ~ ~ 1 \ 6. EXCAVATION SHALL NOT OCCUR DURING WET OR SATURATED CONDITIONS.
- 0 \ ~ - - - ------------146 ~ ~ \ \ \ \ ~ 7. CONTRACTOR SHALL ALLOW FOR SOIL FLUFFING AND AHDERE TO FINAL DESIGN
- ~ 146.5 - _ _ ~ ~ ~ \ Q ~ - ~ - \ j \ GRADES FOR THE SITE.
CLASS A - N ~ ---14/ 8. ALL SLOPE AND VEGETATED SHELF AREAS SHALL HAVE A MINIMUM OF 4 INCHES OF EITHER ON SITE OR IMPORTED GOOD TOPSOIL APPROVED BY THE PROJECT ENGINEER.
- _ ~ ~'-148 - ~ , - - ~ \ \ ~ , STONE \ \ ~ \ , \ ~ THE SOIL SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL
148 - -147 - ~ \ 'l . ~ ~ ~ 1 \ \ - \ ~ ~ GREATER THAN 2 INCHES IN DIAMETER.
-----146 - - \ \ \ \ 145--144- 1 , ~ \ \ 9. CONTRACTOR SHALL TAKE SOIL SAMPLES ON THE NATURAL SOILS IN THE AREA AND ~ HAVE TESTED DETERMINED THE RECOMMENDED SOIL AMENDMENTS FOR THE SITE
- 143 ~1 1 .II _ ~ ~ \ PRIOR TO BEGINNING THE LANDSCAPING PROCESS. SOIL AMENDMENTS SHALL BE ADDED
142- 'i ~ - \ ~ ~ 1 ti I~I I ~ \ V AS RECOMMENDED BY TESTING SUBJECT TO THE APPOVAL OF THE PROJECT ENGINEER.
j'I A I 1I I, 1 THIS APPLIES TO ALL SLOPE AND VEGETATED SHELF AREAS. 10. THE pH OF THE SOIL SHOULD BE BETWEEN 4.5 AND 7.0 IF THE pH FALLS OUTSIDE OF THIS
I 1 I 1 III - \ ~ 111 II I III - RANGE IT MAY BE MODIFIED WITH LIMESTONE TO INCREASE pH OR IRON SULFATE AND
~I ~i , ~I ~I I ~I I \ \ SULFER TO LOWER pH. THE LIMESTONE ORION SULFATE MUST BE MIXED UNIFORMILY
_ La=18' ~I I ~ ' ' I » ~ ~I INTO THE SOIL PRIOR TO PLANTING.
- ' I ~24 ~ RAP ~ ~ \ w-9 I Flaw T=2' CLASS 'B' STONE - \ 11. THE CONTRACTOR SHALL PLACE 1 TO 2INCHES OF GRADE "A" COMPOST MATERIAL IN THE VEGETATED SHELF AREA AND EITHER SCARIFY OR CORE AERATE INTO THE TOP 3 TO
20 s .YDS. TOTAL ''.WV=~ '4.00, I ~ PATH \v 4 INCHES OF TOPSOIL. IN ADDITION THE REMAINING BERM OR DIKE SLOPE AREA SHALL
~ _ II li I I~~ \ \ BE TILLED AND AERATED TO PROVIDE PROPERLY PREPARED SEED AND PLANT BED.
I ~ I I I I I '148- _ \ '1 12. SOIL ADMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE DEVELOPMENT ~ PROCESS TO PREVENT SEDIMENT FROM ENTERING THE WATER QUALITY POND. PRIOT TO
II' I~~I - \ v . I . l ~I ~ ~ i ADDING THE SOIL AMENDMENTS ALL EXCESS SEDIMENT THAT HAS ACCUMULATED IN
~l .I 1 X11 \ \ THE POND SHALL BE REMOVED BY THE CONTRACTOR.
i~ i ~ ~ 1 V'~,;~ ~ 13. ONCE THE SLOPE AREA HAS BEEN PREPARED THAT AREA SHALL BE SEEDED WITH
COMMON BERMUDA GRASS. COMMON BERMUDA GRASS SHALL BE APPLIED AT A RATE OF 60 LBS PER ACRE. PLANTING SHALL OCCUR BETWEEN NNE 15 AND AUGUST 15. IF
~ _ o~ > ~ ~ THIS TIME TABLE CAN NOT BE ADHERED TO THEN A TEMPORARY SEEDING SHALL OCCUR
- _ _ RCP ^ f _ ~ ~ FILTER STRIP TO BE \ AND BERMUDA GRASS PLANTED IN THE NEXT PLANTING SEASON.
36 - _ _ ~ - ~ _ , o - ~ ~ BERMUDA SOD 32 X32 14. NO TREES OR SHURBS SHALL BE PLANTED WITHIN 10 FEET OF AN INLET OR OUTLET PIPE. \ 15. ALL PLANTS, SHURBS AND TREES SHALL BE PLANTED IN ACCORDANCE WITH THE
° o0 0 ~ ~ ' - _ ATTACHED PLANTING SCHEDULE.
- 1 ~ 16. UPON PLANTING ALL PLANTS SHALL BE WATERED BY THE CONTRACTOR FREQUENTLY
- - - ~ ~ - l TO PREVENT AGAINST THE SHOCK OF BEING TRANSPLANTED AND REDUCE PLANT LOSS. 17. ALL WETAND PLANTS, SHURBS AND TREES SHOWN ON THIS PLAN ARE SUBJECT TO A 2
,y _ \ _ _ YEAR REPLACEMENT WARRANTY BY THE CONTRACTOR. AT THE END OF THE FIRST AND
- \ > SECOND YEARS OF WARRANTY THE CONTRACTOR SHALL CHECK ALL PLANTINGS AND
20 WIDE EMERGENCY REPLACE THE ONES THAT HAVE NOT SURVIVED.
SPILLWAY EL=149.10 O
1
c~~~ ~ c~~~ s~~
P.~o~a~~aoas~ioar~oona~y~iaeza-mnsr-a-~o-~aa„a 4~1B~2910 2:49:30 PN EOi
``,~,,gcn:arq~,~,,r
Date APB zola
~ ~
7` Herring-Dutton cc IssociaLes, r.Ao
amitt~ielu ijusiness rarx ' arx WQP Landscape vale : map A0 1 = 30 03-4062B
s Engineers - Surveyors -Planners
Plan
2201 Nash Street NW, Wilson, North Carolina 27896 c252> 291-8887 Smithfield Township Johnston o`u~'mn4" Dn Co., NC IVLK Sheet No. sWIMP-5 of 6

LEGEND
~ ~ ~ ~ - - G - - - G EXISTING GAS LINE
\ I I ~ - - - 6"~W EXISTING WATER LINE EXISTING STORM SEWER UNE
- - - 6"mss EXI5TIN0 SANITARY SEWER LINE
~ 6'mW PROPOSED WATER LINE PROPOSED STORM SEWER UNE
8'OSS PROPOSED SANITARY SEWER LINE
(NOTE: NUMBER IN LINE DENOTES 1trtUrtr PIPE SIZE IN INCHES) '`4~tt1 CA trq~/
~ ~ DB 1D67 P 178 )6~ P ~ 7$ - - - - C - - - - C - EXISTING CABLE TELEVISION CABLE 1'•R~~//~j'i~f'r~
EXISTING TELEPHONE CABLE ?°°'-cFSSInw."S`Y '
\ ~ \ ~ ~ - - - OFiE EXISTING OVERHEAD ELECTRIC ~ 4;~` - - - UGE EXISTING UNOERGRDUNO ELECTRIC ~ + }.~~^'u+--~'
/ RECIJLATED WETLANDS ~
NB NEUSE BUFFER ~ ~ Q~~1~-1~D~ OZ
FLWAY FLODDWAY ~~i^ tiC~rj ~ ~ p`'`~ ~a" TPB TAR PAMILCO BUFFER 'ii~,~l/%~ SJ
WATERSHED ~~rrttltrtn~~'<~~~t`~
~ I ~ ~ ~ 100YRFL 100-YEAR-FLOOD UNE - - - - EXISTING R/W
PROPOSED R/W
- - - - - - - - - - - - - - EXISTING EDGE OF PAVEMENT
- EXISTING CL RAILROAD
I ~V-~ ~~\~J \ EXISTING WOODS LINE PROFESSIONAL SEAL
i ~ ~ ~ ~
i i i r r r r r r r r r PROPOSED SILT FENCE
~ ~ ~ ~ ~
~ ~ ~ \ SURVEY SYMBOLS \ ~ ~
~ ~ ~ ~ \ EXISTING IRON PIPE EXISTING SPOT ELEVATION
O ~ ~ ~ ~
\ NEW IRON PIPE PROPOSED SPOT ELEVATION
~ ~ \ \ COMPUTED POINT EXISTING AXLE
'I ' t \ EXISTING CONCRETE MONUMENT
\ \ \ ~ NEW CONCRETE MONUMENT
\
~ \ I \ ~ ~ Os VE i ~ 4yA \ EXISTING PK NAIL ~1 ExISi1NG POWER POLE ~ ~ ~ ~
\ ~ \ NEW PK NAIL ~'S PROPOSED POWER POLE
\ \ U.S~G,S. MONUMENT EXISTING CATV PEDESTAL ~ ~
\ ~ \ ?r EXISi1NG TELEPHONE PEDESTAL \ ~ BENCH MARK
E \ \ EXISTING RAILROAD SPIKE Q EXISi1NG ELEOTRICAL PEDESTAL
\ ~ \ NEW RAILROAD SPIKE
\ \ STORM SEWER SYMBOLS SANITARY SEWER SYMBOLS ~ O
\ \ \ \ ~ EXISTING CATCH BA51N ~ EXISTING MANHOLE
\ m PROPOSED CATCH BA51N + PROPOSED MANHOLE
O \ \
I~ L _ ,,,a ' \ \ EXISTING STORM DRAIN MANHOLE OS EXISTING SEWER SERVICE
\ ® PROPOSED STORM DRAIN MANHOLE ~ PROPOSED SEWER SERVICE
\ \ ~ EXISTING FLAREO ENO SECTION GD O \ \ ~ EXISTING SEWER CLEAN-OUT ~ ~
~ r . _ \ \ ~ PROPOSED FLARED END SEOTION ~ PROPOSED SEWER CLEAN-OUT ~ ~ ~r
"t~ \ \
I{ I~ \ \ ERASION CONTROL SYMBOLS r~ \ \
f~/ \ PROPOSED TEMPORARY SEDIMENT TRAP \ \~0
- ~ PROPOSED SEDIMENT BASIN
~ ' ~ ~ r _.~m'_j~ a _ - - _ \ \
\ PROPOSED TEMPORARY ROCK CHECK DAM
~ 4~„~ O \
\ ~ PROPOSED INLET PROTECTOR ~

~ I~~~ \ _ \ ~ PROPOSED LEVEL SPREADER
i -
i
i ~ I ? PRDPOSEO TOPSOIL STOCK PILE
PROPOSED TREE PROTECTION
PRDPOSEO TEMP. STONE CONSTRUCTION ENTRANCE
® PROPOSED ENERGY DISSIPATION PAD ~
i ~
i PROPOSED TEMPORARY STRAW NET LINER errin ~ u an
VICINITY MAP SHEETS
ENGINEERS ~ SURVEYORS ~ PLANNERS
WATER SYMBOLS 2201 NASH STREET NW - WILSON, NC 2789fi
TEL [phone] FAX {252)291-5900 EItAAIL:H5A2002~earfhlink.net
EXISTING FIRE HYDRANT ~ EXISTING PLUG
~ F PROPOSED PLUG PROJECT NUMBER 03-4062B PROPOSED FIRE HYDRANT
~ EXISTING VALVE ~ EXISTING WATER METER
O~ ~ PROPOSED VALVE Q PROPOSED WATER METER DATE April 2 010
0
T-1 OF 1 BOUNDARY & TOPOGRAPHIC A P H I C S U R ~E Y EXISTING TEE o-~ EXISTING BLOW OFF
PROPOSED BLOW OFF
a~ ~ SWMP-1 OF 6 OVERALL WETLANDS IMPACT PACT MAP ~F PROPOSED TEE SURVEYED BY TLK
US HWY 70 BUS. ~c~~~~ SWMP-2 OF 6 DETAIL WETLANDS IMPACT M SWMP-3 OF 6 aVERALL STORM WATER MANA ACT MAP ~ EXISTING CROSS eFP EXISTING BACK-FLOW PREVENTER DESIGNED B Y R L S
MANAGEMENT P ~ A N ~ PROPOSED CROSS 6FP PROPOSED BACK-FLOW PREVENTER
SWMP-4 OF 6 WQP CONSTRUCTION PLAN 'LAN DRAFTED BY VLK ~ TWH
SWMP-5 OF 6 WQP LANDSCAPE PLAN ~1 CHECKED BY RLS
a SWMP-6 OF 6 LEVEL SPREADER CONSTRUC CP-1 OF 2 CONSTRUCTION PLAN TOWNE STRUCT ON PLAN
TOWNE CENTRE PACE REVISION NOTES
CP-2 OF 2 CONSTRUCTION PLAN DRAINA
DRAINAGE EASEMENT "C" ~
S-1 OF 1 GOLDEN CORRAL - SITE PLA TE PLAN
G-1 OF 1 GOLDEN CORRAL - GRADING FADING PLAN ~
3
4
g5 5
6
7
8
9
10
Lm I

Q~
1 ~ / ~ ~ OWNE DEVELOPER: 0~
I I I g~OG E V. C. MOTAPARTHY & LAK5HM1 K. MOTAPARTHY d~ $
105 CASHWELL DRIVE ~9 ~ GOLDSBORO, N.C. 27534 US HWY 70 BUS,
ti I t 1 ~ , DB 1067 P 178 9TE DATA
5 1 1 ~ ~ ~ NC PIN 2fi03-DB-369fi ~ ` TOTAL SITE AREA ........24.24 AC ~Q
LOT AREA , , , , , , 18,64 AC
PUBLIC R/W AREA , , , , 1,41 AC. ~y`~ PUBLIC R/W FOOTAGE . , , ...779 LF Gov
ZONING - - - - - - - - 8-3 NO OF LOT5 , , , 10
\ \ AVG LOT SIZE , , , , , 1,68 AC. ~ ~
\ ~~0 LOT SETBACKS; 95
~ O`er ~ ~ ~ \ ~ FRONT , , , , , , 50' (ALONG US HWY 70)
~ ~ FRONT 35' (ALONG INTERIOR STREETS)
\ ~ SIDE .......15'/35' CORNER ~ REAR - - - - - . 25'
~ ~ / 9 @S ~ ~ ~ ~ \
, , JURISDICTIONAL WETLAN®S °ic~ty 1~ap
~ s / a~ e ~ TOTAL AREA .................113,995 SF (2.617 ACRES) Not to Scale
/ ~ 0 ~ ~
~ ~ ~ i ~ ~ d S s~` ~ ~ TOTAL IMPACTED AREA ........8,082 S~ (0.185 ACRES)
~ --r ~ ~ ~ ~ ~ LEVEL 5 LEVEL SPREADER AND,\~'`~\
~ ~ ~ 11 ~ ~ f \ 1 I VEG 1AT . ~ ~ I 115~ING j ~ r VEG TATIVE FILTER \ \ o ~ ~ \ ~ NON-JURISDICTIONAL WETLANDS
~ I ~ I X R KING / r~l \ I .,a ~ I RGE ~ ~I _ d d
\ I ~ ~ ~ d i~ .lo c_ I 1 ~ \ ! ~ \ ~ ~ ~ TOTAL AREA .................11, 515 SF (0.264 ACRES)
\ ~ f TOTAL OMPACTED AREA , , , , .4,741 SF Q0.108 ACRES)
I ~ 00 / d I `f
_ J ~ ~ d r J I VII t I
40 rn 1.146.40 rn \ 4l \ ~ ~ ~ ~ \ \ ~ ~
O 1 f r'" ~ I I -
I I ~ JURISDICTIONAL WETLANDS
~ I s" f f I R X48V v ~ A. m
j rn, ~ I I ~
-'S~ 4' 08 25 W _ II 300.00 - J o O R9 \ \
7 ~ ~o ~ i'- /
~ _ _ ~ / - ~ JURISDICTIONAL WETLANDS
1 ~ _ _ ~ ~ 1 1
i 1 ~Q (IMPACTED) s ~ \
l 1 ~ - I \ p~~ \ \ ~ \
11 1 J I
r° I I I ~ ~ ~ 1 J RX ~ ,s0• \ \ NON-J~JRISDICTIONAL WETLANDS
+ I 1 i 1 ~ ~ I N 1'( POND ~ \ \ ~
~ I I I i _ _ f ~ 1 ~8" WI~- wATERORaAY AN WAY ~ \\~~~0 (IMPACTED} W1TµRF NCY Sp1LL \ \ \ \ \ `
~ ~
~ v ~ ~ ~ a Np1 I ~ a Pao p,RE \ \ \ \ \ \ . ~ a NORMAL 14650 \ ~
I 1 ~ ~ ~ EL42 PGRES ~ ~ \ ~
I S ~ ~ 7" s \ a a~ NON-JURISDICTIONAL WETLANDS
~ / / d ~ 1 \ (NOT IMPACTED)
j ~ ~ ~ ~1~ ~ ~ ~d ~
I ~ ~ ~ ; I ~ ~ ~ ~ / ~ ~ d ~~t9. \ \ \ \ \ ~
I S ~ S \ \ \ \ ~ ~
I 1 r I ~ g
I ! 1 ~
I ` 0 _ y
I I f~„. ~O ai 14~'1~ I ? 5 a 142'j43144~145'~46'`.... \ \ \ \ O
p .r r ~ I I~ } f ~ x-14 14?.:: V A \ \ ~ _146_.. V~ A \ \ ~
I --f 148" I ~ ~ ~ j ~ , 1 A\A~` \ - 148.14 ~ \ \ V V~~
I LJ ~-::i . .y \ \ \ a.,
I ~ ~ ~ I ~ ~ ~ , ~r'~ I ~ \ V A VA\\A~~
I ~ I I 1~ `~~,~,~'~24"~ R , ~ ~ V \ \ V V~~
I ~ I ~ 1440D ~ \ \ \ 1 \ \
I ~ I \ ~ ~~~i 1, ~V A V
I I 1:, ~ ` \ \
I I ~ ~ \V A ~\\A\ V`~
I ~ I
l I I ,
I I I 1 \ \ \
r / 1
I I ~ \ \
I I
P
I r \ ~ d Ilr ~ ~ ~ -
~i / ~ _ ~ ~ s t ~ \ \ \ \ \ FA ~ \ \
~ ~ 0 \
I y y ~ I ~ I e. f
I I ~ \
I I /
~ ~ I /
I `
I I I ~ /
I 1 ~ 1
~ ~ ti
I ` \ / / I LINE TABLE
I ti.. I LINE LENDTH BEARING
I I l u 31.43 527'38'45"W
~ L2 34.az s3s•2s'oo"w L3 45.92 533'23'40"W
I ~ / / I I t ~ L4 50.20 543'13'18'W
I / 1 ~ 4 I ~ L5 47.95 553'3B'54"W
I ( I ~
I L I
I CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD
I \ 9, C1 146,62' 230.D0' 513'45'09"E 144,15'
I ~ 453.5 C2 3,96' 330.OD' 532'21'37°E 3.96' C3 140.06' 330,00' 544'51'53°E 13901'
I d C4 21.45' 25.00' N32'26'42"W 20.60'
3 r'f CS 52.25' 74.00' 529'14'52°E 51.04' C6 133,50' 70.00' N74'44'03"E 114,17
I C7 98.fi8' 74.00' N20'17'09"W 90.71'
I ca 68,3fi' 70.00' N88'38'41"W &5,67' C9 27.D3' 25.00' 585'38'39"E 25,73'
I I CIO 106.75' 270.D0' 543'20'31°E 106.06'
I 1 I C11 141.5fi' 170.00' 514'S4'OD°E 100.06'
I I C12 47.24' 30.00' 556'05'00"W 42.51' CI3 47.D0' 30.00' N33'55'00"W 42,34'
I I
I I
I
I
I I 50 0 50 100 150
I I
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r Date lurch 2010
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Engineers -Surveyors -Planners Township Johnston 2201 Nash Street NW Wilson, North Carolina 27896 c252, 291-8887 Smithfield
IMPACT MAP
Dn Co., NC Sheet No. SWMP-1 of 6

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0~
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6 ~~9
Vicinity ][ap
Not to Scale
JURISDICTIONAL WETLAN®S
TOTAL AREA . . . . . . . . ..113,995 SF (2,617 ACRES)
~ TOTAL IMPACTED AREA , , , , .8,082 SF (x.185 ACRES)
6
, rr° NON-JURISDICTIONAL WETLANDS
.r L YY„ TOTAL ARFA .................11,515 SF (0.264 ACRES)
~i TOTAL IMPACTED AREA ........4,741 SF (0.18 ACRES)
1
JURISDICTIONAL IMPACTED AREA
s~ s r
NON-JURISDICTIONAL
4,378 SF r NON-JURISDICTI ( ~ IMPACTED AR IMPACTED AREA

(4,741 5F) (4,741 5F)

ob r' JURISDICTIONAL WETLANDS 1
r~~;~~~,
z
00 ~ oo
JURI TIONAL
r I TED AREA ~ JURISDIGTIONAL WETLANDS ooo,o„oo,,,, ao eo „ JUPISDICTIONAL WETLANDS
~ f TD REMAIN UNDISTURBED ~ , (IMPACTED)
672 SF f ' I ( ) ~ £f ~,o, _ r'~ ~ 1
~ t 1 r t ~
t 11 / 1 / x ~ ~ l ~ x ~
T
~ \ ~ 1 I 1 / 1 ~
JURISDICTIONAL ~ ~ ~ ~ 1 NON-JUPISDICTIONAL WETLANDS
e IMPACTED AREA / ~ I ,s,,; ~ (IMPACTED} 1
/ , ua. 1
3 032 SF ~ ' ) , .
- ~ ~ ~
~ tl 'd y
NON-JURISDICTIONAL WETLANDS
(NOT IMPACTED)
50 0 50 150 200
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Engineers Surveyors -Planners
IMPACT MAP
2201 Nash StreeNW Wilson, North Carolina 27896 [phone] Smithfield Township -Johnston I Dn Co., NC Sheet No. SWMP-2 of 6

CONSTRUCTION NOTES
1. LEVEL SPREADER TO BE CONSTRUCTED OF 3000 PSI CONCRETE OF THE
FIRM SUBGRADE
2. UPON COMPLETION OF LEVEL SPREADER CONTRACTOR TO CHECK TO
ENSURE THAT LEVEL SPREADER IS LEVEL (0% SLOPE ACROSS THE LENGTH
OF THE CONCRETE LEVEL SPREADER)
3. FILTER STRIP AREA TO BE TOPPED OFF WITH A FINAL LAYER OF 6-INCH ON
OF OFF-SITE TOPSOIL
4. SOILS TO BE LEFT LOOSE PRIOR TO PLANTING BY RAKING, TILLING OR
USING A FIELD CULTIVATOR
5. MIX 2 CUBIC YARDS OF PEAT MOSS WITH TOPSOIL FOR EVERY 1000
SQUARE FEET OF NEGATIVE FILTER STRIP
6. 75 LBS OF LIMESTONE SHALL BE ADDED TO THE TOPSOIL FOR EVERY 1000
SQUARE FEET OF NEGATIVE FILTER STRIP
9'-0' 2'-0" 30'-0" 7. THE NEGATIVE FILTER STRIP AREA SHALL BE FERTILIZED WITH A 6~-0~. MINIMUM OF 40 LBS OF 5-10-10 FERTILIZER FOR EVERY 1000 SQUARE FEET
OF AREA 8. NEGATIVE FILTER STRIP AREAS SHALL BE SODDED WITH BERMUDA
GRASS
9. BLIND SWALE TO BE SODDED 1N THE SAME MANNER AS THE NEGATIVE
FILTER STRIP
10. NEGATIVE FILTER STRIP TO WATER FREQUENTLY DURING THE FIRST
THREE WEEKS OF SOD INSTALLATION SO THAT THE TOP 1.5 INCHES OF
w ~ ~ w w ~ w ~ w w ~ w w +v ~ w w w ~ ~ w ~ w w v w w w w SOIL IS KEPT MOIST
GRD=146.15 w ~ ~ w ~ w ~ ~ w ,v GRD=146,12 v, ,v v, ~ v, ,v v, w v w GRD=146.10 V 6.10
~ ~ ~ w ~ ~ ~ w ~ ~ ~ ~ ~ ~ ~ ~ w ~ w ~ ~ w ~ w ~ w w ~ w V Ve
e ~ ds W ~ d< ~ d< ~ ~ d< ~ W vi ~V d~ ~ ~L 'v ~L +~i 3' ~L 'v ~L 'v W 'v ~L d<
,4 v4 d. .b J,~ ,4 Ji `Y ~b .4 J. ~L Jl ~b +4 J. .4 .b d. J- d. Jl J~ y .b d. dl J~ y 4
.~r .L ~b Jr Jl .~v y d~ .b Jl y y .b J. J. .b J. ~ ~ J. .4 J~ +6~ L ~4 .L ,4. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v ~Y
r y. +b •b v Jr ~ vb oe W W ~a W ~e Ve vw ~ ~b ~e ~ di ~ .Ie eb ~ vU ~ ~ eU ~ dr
W W ~ W W W W Ve Va W W W +le ~ W W W ~ W Va W v W W 'v W 'v J, V W
r W V< ~ W W W W ~ W W ~ V< W `V W ~ Ve ~ ~ ~ ~ Ve ~ W W ~ W ~i W W
Ve W Ye W W W U+ Ve Vi ~ W U+ +V ~ Ve ~ 'v W ~ W Va 'v W v W W 'v W 'v J, e W V< ~ W N< W W +i W W W W 'v `V W W ~ 'v ~ ~ ~ ~ 'v ~ W ~ W 'v V~ W V
de ~Y ~ W ~Y de ~Y ~Y Vr ~ de ~Y ~ Vr ~ de ~ ~ Wv J~ Vr ~ Vr ~ de W ~ Vr ~ V
e ~ ds ~ ~ d< ~ ~ di ~ d< ~ W 'v y ~ ~ ~ 'v ~v ~ ~ 'v ~ y+ ~ W 'v ~
~b eb J~ W ~e ~b eU J~ ~ •b ~ vU v Vi ~ ~ vU ~ Wv J~ di ~ W ~ de ~b ~ W ~ ~ V
GRD=146.15 ~ ~ ~ ~ ~ y ~ ~ ~ GRD=14fi.12 y ~ ~ ~ y ~ y y GRD=146.10 SWALE TO BE SDDDED 6.10
WITH BERMUDA SOD ~ ~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w ~ ~ w w ~ w ~ w w ~ w w +v ~ w w w ~ ~ w ~ w w v w w w w v
v 20'-0'
~ ~ ~ w ~ ~ w ~ w ~ ~ w ~ ~ w ~ w ~ ~ ~ ~ ~ ~ ~ w v w ~ w
~ ~ ~ w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w ~ ~ w ~ w ~ w w ~ w V
e ~ ds W ~ d< ~ d< ~ ~ d< ~ W vi ~V d~ ~ ~L 'v ~L +~i 3' ~L 'v ~L 'v W 'v ~L d< de ~Y 'Y W ~Y de ~Y J~ Vr ~ de vU ~ Vr ~ de vU ~ Wv J~ Jr ~ Vr ~ de W ~ Vr ~ ~ V
e de .b ~ ~ dv de ~ di ~ dv ~ W 'v y ~ ~ W 'v ~ ~ ~ ~ 'v ~ y+ W 'v ~
~b eU +L W ~e ~b eU J~ Vi v ~ eU v Vi •b ~ vU v W ~ ~4 di ~ W ~ de d+ ~ vb ~ V
r .4 dr .6 Jr .L .4 ~1. d. ~b .L `4 ~1. Jr J~ ,b .4 J. Jr J~ Jr J. Jr J+ .4 ~ y Jr .L
r W Ve ~ W W W W ~ W W ~ W W `V W ~ Ve 'v ~ ~ ~ Ve 'v W W ~ W 'v W W ~ ~
Ve W Ye W W W U+ Ve Vi ~ W U+ +V ~ Ve ~ 'v W ~ W Va 'v W v W W 'v W 'v J, V W
e W V< ~ W N< W W +i W W W W 'v `V W W ~ 'v ~ ~ ~ ~ 'v ~ W ~ W 'v V~ W
de ~Y ~ W ~Y de ~Y ~Y Vr ~ de ~Y ~ Vr ~ de ~ ~ Vrv J~ Vr ~ Vr ~ de W ~ Vr ~ ~ V de
e d~ ils ~ ~ d< ~ ~ di ~ d< ~ W 'v y ~ ~ ~ 'v ~v ~ ~ 'v ~ y+~ W 'v ~L ~v ~1e eb J~ W ~s ~b eU J~ ~ •b ~ vU v Vi ~ ~ vU ~ Wv J~ di ~ W ~ de ~b ~ W ~ ~ ~
~ ~,//~~p~\~11\\100
Ve W ~L W W ~L W W Vr v W W W Vr v W W W W ~ W W W W ~ Ye W W W ~ ~ V
GRD=146.15 GRD=146,12 ~ ~ GRD=146.10 6.10
J. J. d. ~b ,L J. J. J. d+ +b J. S~ Jr d< ,b J. S~ Jr J. ~ J+ Jr J. Jr ~ J. Jr J. Jr J, L
~ ~ ~ w ~ ~ w ~ w ~ ~ w ~ ~ ~ w ~ ~ ~ ~ ~ ~ ~ w v w ~ w w a
GROUND LEVEL AT END OF SWALE TO BE CONCRETE LEVEL SPREADER BERMUDA SOD
fdINIMUM OF 12" A90VE SWALE INVERT (PLACE PARALLEL TD CONTOURS}
(TYPICAL BOTH ENDS OF SWALE) GRASS-LINED SWALE ~ -LINED SWALE
6" D.I. OUTLET
PIPE FROM PdND
~ GRASS-LINED SWALE
(SEE DETAIL THIS SHEET}
3 SY CLASS 'A' STONE
9'-O' 2'-0" 6'-0" 6'-0"
a" TOP CONCRETE LEVEL SPREADER = EL. 146,40
6" D.I. OUTLET
PIPE FROM POND ~o i~ BERMUDA SOD 3"
1 - - - - ~ INV. 146.40 3 3
1~ 1~
EL, 145.85 EL. 144.90 ° (iNU swn~) 45.85 swnLE)
(INV. swami) 300D P51 CQNCRETE
GRASS-LINED SWALE #57 STONE GRASS-LINED SWALE .S-LINED SWALE GRASS-LINED SWALE 'STRAW NET LINER W~ STRAW NET LINER
W STRAW NET LINER 1'-8° W~ STRAW NET LINEF
2~-8"
GRASS-LINED SWALE DETAIL
P:\03PROJ\4062\4462-LDDT\dwg\40626-OA-WETL4ND IMPACTS.dwg 4/16/2010 1:55:34 PM EDT
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Engineers -Surveyors - Planners Smithfield TownshI
Construction Plan
, 2201 Na sh Street NW Wilson, North Carolina 27896 252) 291-8887 LTIO p -Johnston Dn Co., NC Sheet No. SWMP-e of 6

LEGEND l1 , .
l ~ ~ • EXISTING IRON PIPE f~10 (3RING ~ 1Sp 0~
0 NEW IRON PIPE 1 1~JELL 0~
~ coMPUrEO PaNr LINE TABLE I I ~ ~ Z a~ 9$
¦ EXISTING CONCRETE MONUMENT J I o ~ ~ LINE LENGTH BEARING ~ ~ I ~ ? NEW CONCRETE MONUMENT ' I ~ ~ ~ ~ ~ DB 1067 P 178 us H BUS
~ EXISTING PK NAIL L1 31.43 527'38'45"W 4 ~ F2 ~
L2 34.82 EXIS I \ lg n ~ ~ NEW PK NAIL 538'28'00"W I f PVC 0 ~ - ~
BLD J ~ ~ ® N.C.G.S. MONUMENT L3 45.92 833°23'40"W I PIPE ~ g,
BENCH MARK L4 50.20 S43'13'18°'W ~ I F ~ ~ ~ ~ 1 ~ Pvc \ s ~ s \ ~ EXISTING RAILROAD SPIKE L5 47.95 553°36'54"W ~L~BE 4L CD. ~PI E - ~ o~~ G°y~,
~ \ ~o ~ 0 NEW RAILROAD SPIKE
~D 991 P 275 Pvc \ `'s ~ ~ \ a + EXISTING SPOT ELEVATION ~ ~ ` ~ .
PROPOSE!] SPOT ELEVATION ~ h~ ~ \ ~ ~ ~ ~ ~
~X EXISTING AXLE ~ ~ PVC ~ ~ ~ / / ~ tV PIPE \ e, e,,
\ a M01VIT RIf~G N
Y4ELL ~ ~ ~ 1 ~ CD ~ N } PVC \ ~ -
~ \ .r ~ PIPE Qy 1 \
\ 1 r Co ~ PVC ~
°r f ~ ~ } PIPE / ~ ` ~ ~ ~ ~~9~ ~ Vicinity Map
\ ° ~ ~ l Pvc I . ~ r r ~ / \ CO PIPE ~ / ~ \ ~ ~o~ 1 s ~ _ ~ Not to Scale
r l
~ ~ ~ ~ r~
~ ~ ~5 l I ~ \ 149 r' 14oz ~ ,ti ~ 0 X25,
o ~ 3 \ 6° ~ ~ ~ \ ~ ~ FA
r / ~ ~ Co \ W ~ ~ ~ Pvc \ ? 6hw ~i~\oy?s'''4~ \ WETLANDS LEGEND
~ / PIPE Sl NAIL \ ` 1 f \ . ~ 14$ r EXIST f J 0 PVC Oyf 9
\ \ \ BLDG PIPE
W / ~ f f,\4 \ \ ~N~F ~ \
~ r \ o/ C D \ ~ 50 o, .r ~f j ~ \ 1~ PVC
\ l B K BOBfS LLC ~ ~ / PIPE PVC ~°~oy ~ ~ \ PIPE ~ \ \ \ \
1 DB 16471 P 683 ~n o co l Mo \
~ o \ e~3 -t\\\\ \\'s2 JURISDICTIONAL WETLANDS
~ f w \ Go co _ _ ~ , \ \
o -151- - 1,~. ( J,
EXIST MH ~ ~ .e, ~v~ ~ ~ TOP 15.247 ,~VJATER149 ~ \ \\Jf r f r.. METER/ ~g5 ~ '"`,q~ \ \ \
I INV IN 46.047 ~ ~ f r- o \ \ \
INV U 45,947 ~ ~ ~ -150- ~ J EXIST MH \ /1 ~ roP 148.829 \~\~so N0~-JURISDICTIONAL WETLANDS
I ~`o , - ~ VIN 140.629 \ \ \ \
V 6UT 140.509 \ ~ - \ \ \
f CLEARED LAND 1 / ~a _
r. 148 j / ~ / ~ ~
/ / /
~ ~ / 5/ / ~ - ~1' / - \e \ ~
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148 ~ ~ / / I 1 0 \ / \ \ ~Yd \ -i \ \
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~ sTUB ~ - / / / / 1 - I~ 1 ~ \ ~
s t~ / / ~ f r \ r / ~ ~ . \ A1~
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f '`s ~ OP 150.373 J ~ / °m ~ 1 /
I I l 8 INV 139.693 I ® I ~ IN~ ()UT 139.623 ~
~ ~ \ \ ~ ~ ~ ~ \ \
/ ~ ' ~ S \ 1
y ~ 5/ / ~ ~ ~ n \ 'L 5 ~ ~ ~ ~ ~ \i
/ ~\.P Fob 1J ll \ `'e
~l I~ I ~ 1 1 I~ / o~~0 5, 1 0 \ \
I II 5 ~ ~ r^ G P ~ ~ ~ \\>s i \ ~ 1 \ \ \ \
`°d EXIST MH S S P G J J1~, / o m ~P o~` 20.24 AC. ~ ~ TOP 150.995 1 P OG ~5 f ~
II ~ / l P \P P~ TOR W I ~ INV IN 143.245 CLEARED LAND / / „~a 5p a ~ / 1 ' 148 l~
~ INV OUT 143,245 / ~ C' ~ r' 1 ~ I 3~~ ~P a. ~ } / /
J 1 ~ o J , / / ~ ~ ,r ~
~ \ ~ r I l ~ .r II J i o ~ \ \ \ ~ ~ \-\l \
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I ~ /5 / f I EXIST MH o4 1--~' 1 \ ..s / \ ~ \
I TOP 148.864 / 8 I J /
~ INV IN 139~06~ JI ~ ELEC NV OUT 1 8.8fi ~ ~
I ~ 1 I ~oX 1~ I I NAI~ \
1 J \ ~ ~ l ~ ~o ` `1\\0~~~\\ ~
I I \ J 1 \ \
I / C r BA DONED ` \ l \ ~ ~ t \`\l\`` ~ ~
I ~ '9 PUMP J i - ( J MAIN ~ i ~ 5 A OtJi
_XIST MH I NpONEO FORCE i ~ / 1 ) ABA / L - , ~ f o ~ i
FOP 151, 529 ~ I i ~ -~E NV IN 147.509 I ~ - , ~ ~ TO"4SS--0 r~ ; v vvvv~v w ~s~1
- - / =10•~s5- EXIST MH r ` J NV OUT 147.469 1 I - ~ / E~ ~ f ''~48~- \ ~ \ \
~ _L1o"ass / } _ D~SIR ~ ~ CLEARED LAND I I " 5s- i ~ ~ ` - TOP 14 .379
1 I ~ / - ~ ~ INV IN 138.397 } ` \ i \ ~
J J i ~M[;N } ~ INV (SGT 138.397 \ l m , ~ y EPSE j S ` ~ ~~s~
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J ( ~ E EXIST MH ~ ~ ~ '
J TOP 149.299 cv y I INV IN 137.899 S ~ 1 l ; > Qss, \ 1 ~ -Q ~~o e
~ r INV OUT 137.799 "
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4~~ ~H°~A~(~%ry. Date March 2003
r`a~°:''can'•,°.~a`. TT ~ j I ~ . j . ~ ~ h • 1 1 A• 7 7 T1 • T1 7 ~ 7 C_ _7 _ - 1f__ 1T-
Herring auLLVn a Assvciaties, r..&* zimiT.IlIle1Q musiness rarx SEAL arK Boundary & 1"a=le 50' 03-46 00
Engineers -Surveyors -Planners
Topographic Survey
> Smithfield Townsh* n Co., N.C. Sheet No. T-1 of 1
It ip, Johnston ~ 2101-A Nash Street North> Wilson, North Carolina 27896 c252 291-8887