20041127 Ver 1_Site Plan_20040713

I \ ~ ~ ~
R/lY \ \ ~ R/W ~ ~ ~ VAR. 6'-0" 8'-0" 5'-0„ c C1
\ ~ CURVE 6 \ ~ I ~ `L~ t U 0 PAVEMENT SHOULDER ~0~~ ~ \ ~ WIDTH WlOTH
PUBLIC s°" srnEEr \ \ ~ CURVE DATA o ~ J +0'15 I i/E DATA ~ ~
mcwr-oF wAr ~ ~ ~ \ ~ ~ \ ~ 0= _ \ ~ 69 53 -28 N~ \ / ~ Gradin Limits +0'16 T-53 -28 ~i
2°' ~ ~ R = 650.00' 3' s~/ - ~ ~ 0.02 _0,02 +0.08
PAVFMENr ~ o T - 454.215' ~ ~ ~ TEMPOR4RY -0.08 4'215 0~ ~ SILT BASIN /8 ~ '01B
os A = 792.89' '2.89' -48 -53 PREADER 3 LEVELS ~ o~ W = 24' ~ ~ ~ 5'-0" '015
\ \ ~ O Design fbw = ?.87 CfS ~ D = 2 / 10 = ~ Weir = 5'
\ ~ ~ I \ LENGIN 34.7 ~ ~ /
~ OPEN SPACE \ ~ See Detai! ~ ACE ~ ~ /
3 0' \ ~ o ' e~ ~ ~ / , Grading Limits N ~ SHOULDER SECTIO , 0 ~ r
\ ~ y0 - ? $ or h0 0~µ ,4P ~ p ~ 35' x 80' Permanent ~ ~ ~ ~ ~ TYPICAL
~ ~~o ~~cF ~oP Construction Easement ~ / ~F~D e TWO 6D" RCP AI 1.61x WITH RADE
1 1 57 ~ ~ F 56 58 ~ t ~ t 1 ~ DRII/EWAY TURNOUT ~ S WALL ON SKEW \ \ ~ S CONCRETE HEAD +
TYPICAL WATERLINE LOCATION ~ 59 ~ s ~ ~ 0 9v o tp t ~ Pipe Length = 56' t p o,
h hp 0J~ ~ ~ 8"x8"x6"Tee& ~o~0o°Gr ~~o / , Fire Hydrant
: ~ ~ ~9 a a ~ 0 oc ~ TOC oc'6 Silt Fence At Wdh 6 Gote t/olve
~Fto ~ Toe 0/ Slope ~ + / / N~
a o 0 ~h ~ 1 + ~ LEVEL SPREADER p1 b ~ J/ o, i / / ~ ~ \
1 w t55 ~ QtD D~'gn Flow = 2.57 CFS Mox. \ ~ / ~ ~ / ~ Zone 1 /s An Undisturbed Area From
Q ~ LENGTH =3J 4 ' ~ C ` o o See Det°il ~ ~ N \ ~ / / TFMPOR4RY 61 20 Feef 3D Feet The Top Of Channel Bonk Landward.
~ IN 7 \ Zone 2 Is A Ve etative Buffer from / ~ / ~ SILT BAS k Zone 2 Zone 1 g ' / e L = 48' Q ~ The Edge Of Zone 1 landward.
~ 1 Fire Hydront m TEMPORAIPY Q ~ ~ SILT &1S/N 4 \ Silt Fence At ~A With 6" Gote solve ~ Toe Of Slo e Silt Fence At ~ dctd W = 24~ ~ Q
V ~ L=48 ` p " 1 ~ W = P4' Toe Of Slope ~ 0 L~ I ej D = 2' 1 I / Weir = 5' \ ~ / ~ ~ ~
Gradin Limits o D ~ 2, ~ --X' i 52°Skew ~ l~U c e
- _ _ _ _ _ _ _ _ N - Weir = 5. ~ ~ _..-x ~ -R/11'- - - p6 I J 8 Sdt Fence At ~ ~ ~~N Concrete p ~
-?XXXXXX XXXXXX XXXXXX X XXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX XXXXXX _ _ _ _ Proposed 6" PVC Woter Cine _ - _ _ _ _ - Endwol! Toe Oi Slope LEVEL SPREADER ~'4 y
- ~ x On Skew ~ o I° I / \ ~ I 010 Obsign flow = 2.67 Cfs Max. ~
- - - - Public/Paved - - - - - - - ~ o LENGTH =34.7' \ ,I
Silt fence At al See Detail y ~ ~
XXXXXX i . _ XXXXXX XXXXX XXXXXX XXXXXX -XXXXXX XXXXXX XXXXXX XXXXXX -y XXXXXX XXXXXX X XX -XXXXXX ~ XXXXX i Toe Of S/ape ~ ~ ~ 1 35' x 60' Permanent 77 Construction Easement ~ STREAM
Gradin Limit RAY SILT 8457N ~ ~ ~ ~ slLr 84S1N s ~ ~
w L = L = ~ o~ RIPARIAN BUFFER CROSS SECTION NTS
W = ?5' W = 25' Area Disturbed /n Zone 1
-n ~ 4 ~ Weir = 5' © Z d, ~ ~ ~ ~ ~ N °=2 ~ a Weir = 5' - p' 3540 S . Ft. 0.08 Ac.
r ~ 1 1 1 0 83 82 81 Q LEVEL SPR 9 # TERRAIN MAX. SLOPE LEVEL SPREADER ~2
r N ~ \ ~1 ~ ~ ~ LEGEND J Q10 Design flow O Design flow = z74 Gfs Max. ~ Area Disturbed /n Zone 2 LPL 2':' f0 LENGIH =35.6" ` ~ ROUNG 2 1
~V v~ r-1 ~ ~ LENGTH = d ` See De 1 See Detail ~ ~ HILLY 1-I/2:1
~ ~ V ~ h 2360 S . Ft. 0.054 Ac. ~ 4
~ ~ ~ NATURAL GROUND Q 1 ~ I ~ R/W RSV ~o
w ~ ~ RIPRAP APRON Wetlands Disturbed 1 a ~ PUBIIC 50' STREET
~ ~ HEADWALL - -FINISH CENTERLINE GRADE ~ AS REQUIRED ~ j~1 L = 24' 7~+ 10 _ RIGHT-OF-WAY W -14.5' 11033 S . Ft. 0.25 Ac.
1 p 1 ENDWA ~ 79 t ~ ~ 9 ` Stone = 18" Class "B"
I 84 NATURAL LL 1 AS REQUIRED 80 J - - -FLOW DIRECTION I J STREAM BE ~ 8' 20' 8' S' RIPRAP SLOPE PROTECAON
I J I ___1_- D RIP RAP DISSIPATOR At Pipe Inlet & Outlet Stream Im act SHOULDER PAVEMENT SHOULDER DITCH P
- AS REQUIRED Use 18" Class 'B"
---SILT TRAP I ~.o' MAX I 80 Linear Feet ~ ___,~x 200X~
I I r^ PEIP t7 P£R ft.
-x x--x----SILT FENCE I ~.o' MAX ~E J., SLOB OPEN SPACE • ~ . 1 1.51 IN'X NCH£S Of 5-9.5A 8" M1N/MUM
I 4 ~ SUPERPAVE ASPHALT MIX ABC N0. 7 STONE 1.0'
I 4 PIPE NOTES: 1. BURY PIPE INVERTS AT 20% x D FOR PIPES LESS THAN 60"• I
I AND 1.0' MAX FOR PIPES 60" AND GREATER. Minimum Ditch Depth = 1.0'
- - - - - -LIMITS OF CLEARING I 2. ADJUST INVERTS AS MAY BE NECESSARY IN FIELD. I 3. NOTIFY ENGINEER IF PIPE SLOPE CHANGES BY > +/-1%
I I 4. DO NOT EXCAVATE STREAM BED UPSTREAM OR DOWNSTREAM ~ 50' R 2C NOTE.• WATERLINE AND APPURTENANCES ARE DRAWN SCHEMATICALLY TYPICAL STREET SECTION s' 20 PAVEMENT
xxxxxx --xxxxx - - - OF CULVERT EXCEPT AS NECESSARY FOR RIP RAP DISSIPATOR. GRASSUNED DITCH WITH I FROM THE INITIAL WATER SYSTEM PLAN. WATER SYSTEM SHALL
TEMPOR4RY FABR/C LINING I HORIZONTAL SCALE 1' TAL SCALE 1 "=50' „ BE INSTALLED/CONSTRUCTED PER APPROVED WATER SYSTEM NEW RESIDENTIAL ROAD OR
N. A. G. S75 OR EQUAL I vERncAt scALE 1 aL SCALE 1 =5 PLAN AS APPROVED BY JOHNSTON COUNTY PUBLIC UTILITIES. RESIDENT/AL COLLECTOR ROAD
UNLESS OTHERWISE NOTED I ~ ~ ABC
I NO SCALE
0~ O ~ ~ ~ a
~ q
N Nh
~ "i 00 ~ + -
a~p N w
Q h + ~ obi p II Q
~W IQ EL. =190
EL. =205 ~ EL. =205 EL. =190 0 0 - 00
~ N N N N N~ +h
Q Q N~ h 0
~ y Q p
O ~ h \ EL. =185 ~'u
EL.=200 o N EL.=200 E1.=185 ~ ~ N q~ ~W
` TOP OF BERM CARRY RIP RAP UP
Q 0 0 SIDES OF SPILLWAY 1' MIN 2' MIN 1. FREE80AR0
~ ~N 95 'J ER MIN. '}k n SOW TOP ELEVATION OF STORM WATER r
p 0 ~ N ~ --7 I FL000 STORAGE 20NE ~5 WASHED STONE 3' MIN EL. = 180
EL.=195 -EL.=195 L.=1 Q II I 1 MAX 4' MIN 3' SEOINENi STORAGE ZONE (TOTAL BASIN CAPACITY I
W 9$ ~ v r 1 Kgll
a W ' I s' MAX sEL11MENr DEPT" I- ~1 RIP-RAP _ 8' MIN
Q 36 M/N/MUM COVER,4GE ~ 36" MINIMUM COVERAGE NAX LEVEL OF SEDIMENT COLLECTED CLEAN BASIN WHEN iF11S LEVEL IS 15' MIN 1' MIN
~ 48" MAXIMUM COVER,4GE 48" MAXIMUM COVERAGE REAL"~ EL. =175
~ EL. =190 EL.=190 EL. =175 SECTION THRU BASIN AND FILTER
VC=350' ' - A~ K=115.89 O,oOS
FO CARRY RIP RAP UP SIDES OF SPILL WAYS
6•. 18" Minimum
I'L' ~ VARIABLE WIDTH q Coverage 60" RCP INVERT IN ELEV. = 172.00 10' MIN
EL.=185 'P EL.=185 EL.=170 F 60" RCP JNVERT OUT ELEV. = 171.10 r MIN FREE eaARD riow EL. =170 20 Lf Of 6 h
Ductile Iron Pipe ~ ~ Bury Pipe Inverts 1.0' In Stream Bed ~I RIP RAP
LEVEL L1P OF SPREADER ~ ; (see Derail ms sneer) R ~ I'
N ~ i ~ ''Sir~u~T 3' MIN 'S WASHED STONE 0 ® ii ~Rrq
'y' ` 1 Lq N loll BERM ualcalaiglr~i /
/ ~ ~ / - - ~ EL,-180 EL.= / /III- _ ~ ~1!
- I I I - D.5' A441ER14C STAPLED - I ~ ~ / - VC=450'
/_lll IN PLACE f7L 1ER FA8R1C / o K=7 SECTION THRU BERM AND FILTER PERSPECTIVE VIEW O O O
BURIED t;" } _ O O O O GRAVEL AND RIP-RAP FILTER BASIN DETAIL
MINIMUM N N N N N
SECTION THRU LEVEL SPREADER EL.=1 5 EL.=175 CONSTRUCTION/EROSION CONTROL PLAN
ENTRY WIDTH =Some As Upstream Ditch • FOR ~ •
LENGIN = As Specified In Plon Vew ' fN0 WIDTH = 3' • PROFESSIONAL LAND SURVEYORS
vc=3oo' 112 E. JONNSTON ST. PHONE.• 989-9300
K=74.26 ~ . • SMITHFIELD, N.C. FAX.• 989-9301
5D9 BLACKM~ X 634 I ELEI/ATION DATE.• 615-1004 SURVEYED BY.• CNM FIELD BOOK 9 BLACKMON STREET, P. 0. BO TOWNSH P. COUNTY. JOHNSTON
L-140-5
' FnIIR nak~ )IlR nQ!(~ Nr7RTN (.'ARnI lNA 77.54 . „r.r~ .,,,'.,T„ rnAi r. nnnl~rer av. ~~r
r v -I r yr rr I -P C;// r UK / UWN.' NUMI H GAKULHVfI ' - DRAWING NO.
PHONE.' PHONE.- [phone]
ZONE.- AR PIN: CHECKED & CLOSURE BY' MY 04-036
SHEET 6 OF 11
+ ^ o A ~ ~ N n!

SURVEYED FOR y p41E ~-qs 1G~1 l~lE 11-11-2~?,1 ~ •
cex+r~z m+xix~cron 12• x ,2' x B• ropp;ng sleeve 3 I pG l {./7NOS Note 1: The Small Branch Shown Heroon /s Subject To A Riparian Buffer. N. C. 2I0 3 SR IJ.16 ~ ; ~WETLAND,S' Ch. PROFESSIONAL LAND SURI/EYORS
573-52'-58•£ s B' Gote v°'ve ~ ~ 1 r~TED BY This Buffer Extends 50' from The Top Bonk On Each Side Of Broach. Point al Connection to the Existing System 1 AS DEUNEA 28.93' I6• Diameter Steel Cosin O v Q ~O/(~ ~ //~/O'~i`~C~/ V, S ~ C Of E ineer5 As A Aleons Of Proserlring ,~ryjp ACREAGE COMPUTED BY COORDINATE METHOD N 19-989-9300 9 112 E. JOHNSTON ST. PHO E. 9
9 h v THE HIGHUNOS OF 1 NEIL C. By y orps n9 jn9 NOTE.• ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES ~ SMITHFIELD N C. 27577 FAX.• 919-989-9301 ~ ,
Exs' Dry Bold s Jacked Under Nc 210 ~ a M/DOLE CREEK 1 0/L SCIENTIST Mit' t/On Pro .The COns~srtrotibn Area Is Centered On The Existing nn a 0 S ire Hy . - sECr~oN 1 ? BDUNDARr ' : y 20 p~ 5lfream And Cansides nth The Riparron Buffer.
JJ JANUAR V PLAT BOOK 52, PAGE 364 1 I Qom, _ ,,8• ~ i , REED DATE• s-~ 2uat SURVEYED BY.• GHM - ELEVATION COUNTY.' JOHNSTON 03 073 TOWNSHIP
~ ~ ~ TOTAL DISTURBED PROPOSED TOTAL D/STU P v ~ PROPOSED I I GRAPHIC SCALE ~=1 0' DRAWN BY.• HJL, LEBJ
2D t.F I ~ I T/ON ONE AREA IN SECTION TWO JEfFREY L HEDGES ~ AREA IN SEC I moo' CITY OR TOWN.• STATE.• NORTH CAROLINA SCALE. 1 0 DRAWING N0. HEDGES goo' So' o
8• Ductile ?'App ~'P Q ~ Iron Pipe ~ ,1 /r/pNq[ Rte, i I ~ ~ E- • 1 ES IS (J.21 ACRES I a xs IS 4.72 ACR F 1644-92-9549 K & CLOSURE BY.• LEB
~ ~E'' / /?r,~ E0i ' l~z~• T ter'^91z. w 1 11G41NER1ME K HEDGES • AR 1654-21-4415 CHEC ED HEFT 2 OF 1 HEDGES ZONE. PIN. S
S~ '1 ' _ ~P ~ ote~line I Existing WA~I~ I DEED BOOK 1073, PAGE 132 - , ~ HUCH CULLANN ~ I - - ty 1 ~ ~ P. X. Nail PAGE 132 16.54-01-4690 DATE.• 03-08-2004 SECTION TWD -9033
yl~ '1 r'o, / _ ~ A 20 f00t JOMt Of Ductlye PIN: 1654 14 9033 o ? " ° ~ ~ WIFE AG4N ~ CULLMtW I ~ ~ ~ j LINE BEARING DISTANCE
ti l ~ ~ ~ ~ _ DEED BOOK 851, PACE 284 Iron PI Slfall Be Installed I Sport's AI'ea ~ DEI/ELOPER _ OWNER - - E 99.9x' L 1 S73' S2 58
s ~ ~ P1N.• 1654-03-9966 In All ater Lines Under i T I` K Needed ~ - voter RCP Grassi s ~ L-2 S7?'-0T-4ti"E 100.01' A ERTIES INC. ARMS PROP ,
I/ DEED BOOK 1220, / ~ / II IS ~~S S>p.` ~ N os I 'tea ¢ . ~ WATERLINE NOTE N " •c I o, C CONSERVATION LANGDON F ATIDN 0 LIN THORNTON i ~ C ~ ~ L-3 s7o•-4s-3s"E 100.00'
Y PAGE 56 i\ 1~L~ I I I I ~~I 08F ~ I ~ • s v I ~ ~ _ H /ne Connect/on To
1 / \ R qO0/T / / / 1 19, The WOtel! - I ~ AREA 5.97' i / / / i` / / / ' \ Q IONq( ~ 1 L 1 L I 21 Across Lot 24 ShoN -.-1 J. \ E01 LL( I ~ 0 $eCtlon Twoj • EIS 209.34' EIS -1 ,X.. ' oo RoPOSFO orv ~ L/.[ I T~rroSt/~ 3 • ~ Be Cam~/.ted BefOrl~ LOt 24 q ~ -4 362.32' 8825 NC 27 EAST c s7o•-11 32 E I o
BENSON, NC 27504 L-5 s7o'-26 -14 E 39.71
N85-28 -36 W 2 5 \ o ~ ~ '!'v.CUlI200. P, e ~ I ~ ~ Sala: w _ _ L-s S19'-13'-44'E 210.61' N H NE. 919 894 1699 HOME) PO _
° a I \ ~o, ~ . . p _ G~ `A. \ CONTAINS i 9?4r ~1, ~ _ I / I o ° \ - o \ 1.088 Acres 1 \ (pUBL/0 I / PEN SPACE IN OPEN SPACE IN D NE.• 919-868-6868 MOBILE) c-7 s7o•-4s'-1s'E 210.00' PHO ~
n I ~ \ o in \ I \ IOp, /Pgtt.0 Existing / 1• ~ t o \ ~ \ J I P. K. Nail Z .899 AC. SECTION TWO 26.385 AC. o ~ SECTION ONE 10 , L-8 S70'-4ti -ls E 155. s0
~ OL7VN/S EARL JACKSON o h \ s• \ ckored' \ I,jq. / JEFFREY L. H,~DGES ! e ( L-9 N19'-13'-44"E 210.00'
o ~ I DEED BOOK 1392, PAGE 616 ,I t` \ ~ m ~ \ 75' J° \q ~ I ` -I ~ LANDS !N WETLANDS IN WE?
I P1N: 1644-92-9420 ~ ~ \ a ~ \ /O ~en~ 12 a ~ ~ I ~ \ O \ k OP5 ~ ~ ~911•~ IUIHER/KE V HEDG'£5 I • I SECTION TWO 18.74 AC. c-1o s7o'-4s'-1s"E 3783' 9 , SECTION ONE 7.44 AC
m ~ p \ ~ \ e~ CONTAINS / I 100, ~ per Gne Kbter U DEED BOOK 1472, PAGE 540 point of Connection I one P1N. 1654-22 0684 To the Existi Stem L-11 S70'-37'-2s"E 175.04' ng ys
T I Z \ . °v \ ~ Q 39, 529 S F, h ~ ~ \ I ~ ~ 100. ` ~ , trxtl'xe• I L-12 7 '-28'-f0"E 151.12' I/ATIDN AREA /N COHSE VA REA /N s o s, T ' sleevr I CONSER
I ~ ' 1 ° - S85'-27' 43"E 2!8.85 5 N ~ o ( f5 23 _ °x'37;, apr~9
.t 1 u, 198' ti - ~ 9g' Eis 209.33' Exishhg Noi CONTAINS ro !n Concrete 1 ~ 3 n~ I CONTAINS ~ 1 ` ~ 7s"F d ~°te ' 2.07 AC. SECTION TWO 4.28 AC. L-13 s7o'-o1'-35"E 74.x7' SECTION ONE 16' Diameter Sfee! Casing l \ g / ~1s ~ ~ ~ , Dry Bond d Jacked I L-14 Ss9'-10'-21 "E 80.34'
INS 5 . • 'p: ' • 0 471 S F, cn 16 \ S ~ 9.52' CONTA - 3 • ~ cn ~ R=P5• l 34, 719 S F. CONTAINS ~ I I I \ ~ 42,837 S.F \ ~ ry I / •?1 `7Wj%~? Under NC 110 n n 1 rr q , I I I 9,~• / ~ ` ~ ! Existing D so L-15 68'-43'-21'E 71.24'
~ w ~ / i 31006 S. F. / I rn Q ~ • o o CONTAINS 17 / ~.1 / / / / / ` ` ~ I P. K. Noi! I ^ I I S
4 I . h' ' ~ ~ ~ , 210 I 127,131 S.F. \ / r LPL ~ 1sD• I R/w I I I h i rr~r I ~
~ TAINS ~ ° ~ pia ~ ~ ~ 13 qt b l I S„7p0 ry ~ 19 CON ° h. , 13 ~ N ~ I SF CO 'V uti+it E" I access d ' ~ ~ I I
I 28, 984 S. F. ~ I ' a O e to ~ NT,gIN - h 20 / i ~ Ry\'. ~ N CONTAINS 20 c.F 1 ti 2501j S CONTA/h ry ~ ~ - ~ 2D, osement ~ 1;,? r h 20 ?2 E ~ J~ ?,35. ~ ` 1, ~ ~ ~ I I I
~ I ?s k aC~ ~ 31,860 SF. ctik \ ° 5:F 25,904 S o, ~ ''1 \ 9 ~ ~ lion Pipe \ SF CONTAINS ~ ~ ~ 22 ti 1 L O ~ e~'olto p ~ ~ ~ Existin R. R. 5 ke I V icy 1 I I I
ti , . 0 1. o„ ~r ~ C to ~ \91, 25,068 CONTAINS 2 ~ n, - _ _ ah 23 m 0 ` ` ~ , lnrersection sR lso~ , 25 068 S F. N cn CONTAINS HL - - ~ r 10• I d N. C. 110 Hwy. I I ?~G' I
i ti c0'c ~ 1 ~ ,mom ~ CONTAINS '1 ~ . ht inan9 , _ - ~ _ _ _ _ _ ~ ' ol~' CONTAINS "~1 1 I ~ I ( CONTAINS 25,000 S.F. cn a 1.70 ~ I I
3 ¢0 ~ ~ ~ B~ °a~ o ~ -•1 4 9 - - L-- - Pro?ased 10 k0 F 6 ro '71 s0 25,133 S.F. °.1 ~ ~ 98' - O ~ 25437 S.F. ,I ; 31,894 S.F. P I I I I ~ L
/ I \ ' r ~ 58 1 t~ 1• a, ~ - EpESTRIAN \ ~ghr Gee 0 r ~ ~ Z \ < ~ P SSING _ 100, s':rs'irs" t~ \ ° / ~ Fire N ro o l \ coNTAINS ~ I ~ ' - - cRO - s':vs',rs° tee 1 J 1;71, I ' n~ I ?p I• rp ( ' I Fire N rant d ?0 L.F. e,Sy,~.;,~ O v I O.pp• , ~ ~ cble ~ Fg, ~ rr +r r t frk • 'I ~ I I 6., Cote va ~ Iron Pipe 136 `'nro ~0 D A ( g ~ r~,h"g ts• ~ £Xtsfi I
' 'o h NTAINS *e ° ~ ' ' \ ~ N 1 N CO s"x~'irs" T 'Pa ~ o, ~ i \ s' Gote vah 071 S. F. ,D ~s ~ 14T 110' ~`_'V Ip . _ / 25, F. ~ f n mat \ 6 I 82 S• ` 121 ' ~ ~ ` ~ , ~ s., nt I Qj ose e ~ I ~ ~ ~ W \ onto p,~ 1 `7~' ~ yp r19 7?„ ~
/ 1 ~ 23' 1 1 O' s" cote valve ~ , ' ~ ~.y~ 10 , ~ _ ~ - 121 ' 1 rt~r- ~ - ~ 132' ~ , ~ fete I ( r? n ~ \ ?I8, - t e
al ~ ~ \ - , e ~ ~ 12 • ENE - I 181' 3 ~ 122' 1 8 19 ,l 59 , . ~E _ _ O ~ _ - ENE - - ~ ~ a ~D . ` B ~ \ 1..7~, , _ I- - - qh 8 I I \ ( ~ ~ \ P. X. Noi!
I ~ i 1' valve ~ `o ~o~s o~ 1 ` R - - - - - 0 9 .ooze aw otr 1 t tt, t~ , o P/of g J'D' Rey, T pt/BtIC/PA by - b ~ Diyno~ I 220 v $ a C,
1 a ~ anent Bll y !pt , A - °pk 64 ~II /4B' 3'0' R/ly I ~ A'r erm sembY 1 ~y 5, 31 Pp e I ~ w :I~RI s I 1 ,\6,f ~ 1 303 I go' mss 1 , 4 ~ \ 87 ,5 i l ~ (1 ~ \ o~ ~tiir 1 ~ ~
I I ° ~ 0 1 8 a, 1 gZ' \ CONTAINS o 30 ~ ~ - ~ • ~ 240' I , ~ _ - qtr - _ ~ ~ Zsg, 37 I ~ N , , I ~~h~ - - -1 ~ CONTAINS ?9, ~
I o I ~i~ ~ - 1 v, F•,e ~ \ I a 25,000 SF. ry ~ NTAINS O ~ ~c, 32 , ~ ~ ~ ~ cb I CO S.F. °Ia~ll ~ 1 0 P,P . ~ ~ , y h _ ~ ~ ~ ~ ^3_a~ 0 29, 70 S F. I ~ ~ - - s"Cate ~ ~ ~ 68 , . ~ = t ~ ~ _ let 1, ~ , ~
I I 25, 531 „ ~ ~ I ~ ~n ~ \ i z CONTAINS - - ~ ~ I ~ ~ ? 2 ~ vor~e \ CONTA/N5 - i%?e d I ~ , N ~ ~ ~ 24 { - ~ E~ 66
~I 7 CONTAINS o. CONTAINS , N 26,005 S.F. ti 9 7 I ~ ~ ~ I 24,031 S.F. I ~ 36,557 SF. °v', ^ c ;I ~ CONTAINS ~ \ 1.14 Acres ` ~ , 2ti' I CONTAINS ~ rS'x(i'irtS" Tee i
rn CONTAINS r - \ N N 8 - I 19 1 ~ 1 i ~ l6 070 S F. \ °woadcd ° CONTAINS '7 8 ~ N 8 ~ o en'r ti 1.10 Acres ~ \ 1 ~A 1+~1 I Frre rant d 32, 930 S F. r l 3 ~ ~ ~ \ ~ 6, CONTAINS r5" Cafe valve ~ \ 6" Gote value d / i
1 CONTAINS ,,la n CONTAINS I - ry CONTA/NS I w ' ~'0 28 461 SF. ~ 5 516 S. F. 26, 443 S. F. ~ ~ 1 2, o: O i 8 T o. ~ 40,995 S,F. ~ \ NTA/NS ~ i i \ \ ~ .2~0 2' ' .1.237 Acres Per'monent 81ow OI1 2~2 i ~ \ CO rt~ . ~ 1 \ ~w 9 / ~
- B"xe'Xs°, ree ~ 3 ~ ~ ~ ~ CONTAINS ~ I Fire drool ~ • o ° C X 10 I ~ 'I ~ ~ 35 445 SF. i ~ t"' ~ ~ ~l 52 Assembly , 1.13 Acres ~ I s / \ y. - - 5, Fos ~ ~n~ ~ 89
W b" Cote valve 1 ~Im'~ 15 1D non9~~ E ~ ~ I ~ t 1e I \ ,p ~ Igh N p
r ° 'I~' °2 I . 4~5 'the \ mss. °I~ 1 t% IG~RA ~ p,~ I ~ _ \ ti s 6~) ~ CONTAINS ; ~ / 1 ~ tS" Cote valved ~ I 35 100 S F. c ~
i ~ 05e \ 10 X 70 m n r s ~ /P~BI ro 2, - - ~ I SI ht Tiiongle _ ~ ' proper N ~ - . - \ 9 51• •6i'• o,~ . 163' ` _ - i' 160 I I. 1 ••61' ~ 153' / 125' • . ~ Temporary Stow 011 Assembly 85 \ ~ ~ I? 5D' ~ qy ~ , . ~ \ 6 Future Extension ~ \ ~ ~ y ~ r
/ ' ~ \ P~ To Section Two ~ '-T . 0y ~ i, \ . ~ / \ ~ 6' a • ~ \ 135,810 S.F. s15, a ,2 Q° Orr h ~
- - ~ ree / ~ ~ . I \ ,/0 121 ' ! • ~ 8'x8"xs" Tee qfe valve s xs x4' CROSSING ND. ~ \ . ' , . C to 9 ~Q • . , ~ ~ - - ~ I CONTAINS ~ 0 20 v Oyrr ~
8" Gote v 20 LF 6 Ductile Iron ipe 1 , • , \ ~ NC+ I - OWQ PROJECT _ ~ ~ i ~ X05 _ I ! \ ~or0 • , „ ry I 1
~ ~ 20' ~ ~ ' 0~-9 - _ _ I ~k'ACK/NG TRAIL ~ ~ ~ 100' J so• ' _ _ - ~ ~ ' 9QUNDARY•. ' IHE.1Ri1lI .N11 ACL. 1N ALL. ~ l ~ / ~ _ ~ / 1
a N0. 03 0675 N ~ .s>~'• mss. . , 4 Sign • O^. " • • ,n9~ ~ _ S ~ .:BE' hGtNO GZFi1RfD'ANLY'
_ t" . ho.o Easement 34 ro ~ , . n '7 a ' ~ PA~CF~ ~ ~ ~ _ •'taeorrd° • ' Q . r 43' : • . ~ I CO Q r
N 1.1 i ~ ~ 1 • . . ~ NTA/NS _ CONTAINS ~ ~ ; I
fie" ~ N INS - - ' ~ \ ~ ~ E'~ION.• D11?C ••~RIY.~Ol~ed '~•.Plot ~8oti,F'.fi4, 'Po es',~D•1 $ m CONTA - - S C E~ e'~ ti 35 N F CONTAINS ~ ~ ri ~ a~ ~ ~r ~ ~ r ~ ~ ~ ~.~.~~..,_..~..I.•+,`~•.~ .fi4 'Po ris•3D•1-.T03 , . . ;.y.,19~.. 1•. . • 1,1 25,490 S.F. I ~ ~ 32,600 S.F.~ r I
c°~a~~ ~ ti ~ ~ 35,361 S.. ~ 1 ~9: ~ • . ' a 36 41,631 SF. ~ ~ . o TI ~ N: ~TW . ,SEC 0 D...•. , • . • t • . • J•:. 1 Q ~ l~ I
ro ~ ~ ~ CONTAINS , Oroina a 135 1 I I
• CONTAINS 31,810 SF. G nt I Tem ' ' • , N me . h . . . O Ease X21 34,319 S.F N I . ~ • ' . ~ . • , •~~O -106 p69 rS AII~O ~ ~ ~
I~ _ PAGE ~ . C _ 03 Pf~OP SEQ:.: D,PEN ••SPACE . E $ e of ~ o . , •i ~ 0~ J EED _469 ~ . ~ . _ ' • . - . ING •.WALN'1NG' • 1•RAI4. . ..SPACE , - •JOGG / . . , o
i ~ Rey pages-____---167 C "~I I I pIN: 1654-01 00 . ~ - • • ' ~ 86' CONTAINS 1 - CONTAINS h ~ - . r . . • • : ~ . . , • 29, 060 S. F. 25, 717 S . ~a t ~ .
K., o , Boo ~ y - PA lot S 65' j I _P 2, 115' 2 ~ ~ , 1 } Or. ,
- i~ ~ 122' \ X11 i~ . 100' .QUO 1 • _ - - . -
- Il N . - ~ ~y , r t o r I ~ 1 Q g' r , • , L I '.,:prEO.BOO.K'.f004,.PAGf:69"•+';....~`.•. 62 r ~ - ..I.:, c
I - . A !0 3' 1R 9 r \ \ 3 ~ _ 0 ti - E , c S • • AKIN r Waste 45 \ ?~I, - " . Small . . ~ • ..r°IN~:•165~=11-0415• . L..'r ~ 1 ry t . , o.
G~~ Area For Temporary Borrow And/0 h \ • . ~ .(S ~ r m /O ~ . •ti . L... 1• CONTAINS ~ 72 i:::r~ up
I - " ~~G 1Z5'i Material. Maintain Sheet flow And Install Srlt \ - . i Fence As Necessary For Erosion Control, 'o ,44 46 \ 8g. eP•, " ~ b N p \ ~ Npfe • eP'' ~ ~ A~. ~ ' I 26, 460 S.F. / A r .r... ,~9 ~ h ' NofP • ) • 0 CONTAINS . ~ ' r i
Q cal j 41 ' , ~ CONTAINS ~ \ 181 ' _
Q ~ ~ 25, 410 S. F. ~ CONTAINS \ ~ _ r , ~ ~ • 42 CONTAINS 26,250 SF. \ ~ ~ ~ 128' 25, 055 S. F. ~ , + ~ ' C . ~ ~ • I . \ SSA, t r 26,888 S.F. I . i ~ "y ~ . ~ OrV , ' .1 . ~ l ~ , f'. 0 ~ a
~ I 37 ~ ~ ~ 4" Gote valve Olt ` \r0 ~ , ~ ~ \
I ~ / ~ ~ 41 CONTAINS ~""0ns`snembpw 9~ h / rn rr i ~ NTAINS m 40 30,249 S F. y Z rn 52 + + ~ \ co 38 " 39 ~8 50' \ 1 / r 5 . a 0,1,: h I •o . .o , \ • • ';'I" • CONTAINS \ 1 ,~O I '.\Q : 1:.. O
Q i I 25, 000 S. F / + r ~ ' Q ~ CONTAINS CONTAINS p,~ 'ro. 47 \ CONTAINS i i o ~ ,ADO, rb~c I.' • . ~ 26, 080 S.. 4 ....\Q : ~ ! . I
I 8'x8'k6" Tce Fie tl rant x CONTAINS CONTAINS 26,289 SF. 29,442 SF. 0 0 25,240 S.F. J ~ 6 CONTAINS \ ~ Proposed 4" P ~ /CONTAINS r a ~ ~
I , s° cote valve 25,186 S.F. 25,502 S.F. 43 CONTAINS \ / , 0 25,330 SF. p \ ~ i Water Cine N •p ~ ~ 28 870 S F, , •C 748. ...w . ~ 1 0y p I h (7 ~ a \ • • o • • ~ CONTAINS y .
"Ckored' h ~ 0 ~ 25, 630 S.F. , , p ~ \ \ l~ ° Q I , tih Sign CONTAINS r r l v ~ i ~ti t° ~y r'S r r 0 °v° ~ ~ • ~ ' ' ~ / 1 26,277 SF. h
'r Easement \ P , ~ 25 060 S. F. sr. ~ ~ 1 0' ~ Q ' ' • a, b o,, .I 114' J 19' 105' 0 91' 90 Jp A, 1BB• 0 ~ ~ 0 y k 1 • ~ ~ /
2 s1C ~ o, ~ , ~ +o 0 2 ~ - - - - - - -Posed s• PuC Water Line - - - - - - - ~ ` - - _ I l T~ a h 0v ~ O `u r \ _ _ _ 6 6 ~ N 116' "~-9 ~ . ...~4; CONTAINS \ ~ ~ ~t~ Q..:: r!s' ~ 71 , \ ~o~, • . ~ 1.142 Ac. ~ ' 74
- ~ 3 f ~h Q~ ~ i i cr, I B"x8"x6" Tee 6" Gote~llove / ~ 49 A r , I ? \ ti~ . • ~ ~ 6'k6'xb" Tee ~ ' Y i \ ~ _
50' R/W AOOD/ \ PUBC/C - " ~ \ ~ t r 54 I , B" Gote valve I 70 LF 6" Du ile Ir n Pipe /PAVEp ~ J 40 r k;; , p . • ' ' ~ Fin t d f - CONTAINS ~ V . ' \ \ -Qy~ ..h 6.. Cote Yalur 1~ I / ~ ~ ~ ~ ~ ~ • 1 i , Q 25,300 S.F. 0.....:
100' 100' 99' \ V ~ \ t'5' ~ 4' cote valve ~ 4 0. ~ I 90' \ 120 1fi ' ~ ~ f CONlA/NS Permanent Blow Of/ CONTAINS ru 4 R ~ V CONTAINS ~ \ ~r a ~ i Sign \ / \ , ' ~ 27 290 S F. ~ Assembly e 25, 210 S. F. I i
° , I i 'Or. Easement / \ , i s.~ro/e \h 25,010 S.F. / a A+ "Wooded„ ' I ` c~ i
y N ~ \ , , s, T~ .r~., .~o~~ ~ 19 . \ ~ { 202' \ N ~ ~
\ r I v rM `S v 4 I I0l 1'Ot7 ~ J , ~ Fire root k ~ ~ \ ry CONTA/NS 1 \ ~ 0 9 96 r o to vohe s ' 9 98 , ;`.c e. s G0 25,030 S,F. ~ ,
ae I ti I 6 ~ ' ~ ~ fit>, ~ ~ , Proposed 4" o ~ CONTAINS N CONTAINS • ' CONTAINS c "'wooded~~ , . ARy _ . . CONTAINS CONTAINS CONTAINS'` \ ~ . 35510 S.F. ~ ~ I 26,600 SF. y ~ O~N~ 25 045 S:F. r~ ~ 9
NTAINS A/NS ~ ~ ' - , ^ / - ~C ~ T ? ~ o ~ 0 25 350 S F. o u ~ CONTAINS v CO ? CONT I 0 ~ ~ ti 1j. ~ , , ~ water Line q e h \ ~ 55 ' ~ ~ I 26, 590 S. F. N 26, 510 S F.. CONTAINS ~ ~ CONTAINS 24, 810 S. F, r ~ y Srph, ate ~ 80• S ra X ,a ~ ~ ~ \ 25,350 S.F. 1,125 Ac. \ N 0 1 5i~ ~ c \ c \ tU"
r ~ 30,420 S.F ~ I 0 95 rT ~r ,o I ~ \ ~ I h I\ 32,180 S.F • I 0 W \ ~ rRlq a I ~ J CONTAINS s'irB'ks" tee 3 N ry . _ _ - ~ ty 97 I ; ry "'cif 1 GaTP I ~p(f N h , t d ~ ~ iron >a' ~ - ~ 6 6,~,y,,6•• Tee \ Pe ~ . ~ _ _ .5 , r
o, m \ 25 , - ?o ~ 4S I dt' S ~ 25,230 S.F. Fin I (V , I 94 RS Ne ~ J ~ ~ "Cote Yolve CONTAINS 1 / , ` ~ a \ V s r Fin t d \ ~ ~ ~ 2 Cote valor ~ ~ . : 76 r r s ~ ~ 110 190 / J ~ . ~
60 , I CONTAINS ~ ~ 26,5!0 SF. I - - \ ~ oe I ~ ~ 5, t 105' 110 _ _ _ - - CONTAINS ! c , ,
8 150 S.F. 0 B , , , CONTAINS ~ 156' 59' 10 R/W I 2 ' ~ 4 , r I 25.130 S.F, p ~ r '°r. r s .X , _ ~_Gote _ _ _ _ -I i' a is ' I. ~ •9
' 0 19 , h ^ ~ e - ----I' i I ~ o / ~ w k C N / - - ~ ~ '~Q . ~ S ~ ~ \g3 O o. / , ~ dos s ~ ~
116' ~ i 8, 1 / Oh J C~. B8, 110' Bti \ 'o ~ 7 ~ Q P~,~
I _ 1 . I , . a 0 0 i 104' ~ - - -112'_ _ ~ ~ 112' 112' 111 ' I U, Z ~ ' , ~ ~ ~ I 'CONTAINS ;
30' r^/ . ~ i 193 CONTAINS ~ ~ 130' / ~ I Q ~ / 3 -F • ~ r 24,150 S.f. I Zj ~ V RESERVED AREI I ( 39,100 S F. / . ~ ~ I ppe
0 ~ ~ CONTAINS ~ ~ X90 ~ I ~ ~ 25,080 6 0 / ~ ~ ; p; I `l / I 'a vf' • . s ~ y FOR OffSIIF
Q 85 ti 83 81 / 83 82 1-- o ~ sEPnc srsrEMs ~ ~ ,
. I ~ 9?, , ti 84 , - So• ~ 87 ~ ti _ , , ' • I 223' ~ a r\`~ ry 1 ru N 80 79 ti , 78 s, ~ ~ ~ ro 7 ti Q
- - - - - ~ ' 4" Dote voMe ~ `o I CONTAINS en CONTAINS CONTAINS ti CONTAINS v i v o0 01• ' ~ ~ `
~ "wooded„ . , Pemronent B1p w Ott - - ' - - - ~ ~ 89 ~ 26 047 S. F' - . ~ sembl 0 CONTAINS 1 M ~ . 25,253 S F Y I As r ~ r ~ pAR , . , • . : ~ . ~ 92 `V 26, 946 S F. 86 ~ ` 25,253 S:F. °j 25,339 S.F. g0' ; I ~ ~ ~ CONTAINS ; CONTAINS I ~ ' TINS CONTAINS
' ~ BOUM _ . I 15 "o. CONTAINS 1 / ~ ' - - s ' . ~ 1 _ - _ - _ r _ CON A 25,000 S F. + 27,586 S:F. 85' I ~ - 25,f98 S:F. 25,055 S:F. - , I I
y1~r I ~ 56' 28,816 SF. ~ ! / CONTAINS I CONTAINS N ~ , ' I CONTAINS / 25, f80 S F. / OJ ' / ~ / I , ~
. PROPOSED OPEN. SPACE. ~ : • ' 3x,340 s,F o , \ /25,455 S F. l • . • ko I 91 0 • ~ 90 \ r~h~ 2" here P,pc l / 595.47 7' ~ 123'
Old Marked Une A OM Mtn fence ~ I ~ 11 ~ \ Mffh Cap / / , 112' 111 110 12 ~ N85-48'-40 W 112' ~ I Existing lion Axle•
. ~ 3 - ' CONTAINS ~ ..Control Comer ' ~ 1 l2' 1 124' 112 112 • ~ CONTAINS ~ o 26,136 S F. 120' ~ , ~ 1407.44 Totd I fxisbitg 1" Wort Rpe ~ "Control Comer"
_ ' . ~ n _ 30, 296 S F. ~ ~ , - - NBS-16'-05 W t / _ I
s02r-0J -5r'E ; 1 \ with GOP / "Control Comer" I ,
60.72' 48.22 frP 178.89', X22 I &AOVE G. MCUICIUN & r 4 KEN LUF70N & W FE WETLANDS/ 401 GR p
224' X254 WJLBUR S. MWLEY & N82'-31'-26"W f1P I , WIFE MADHEYE H. MCLAUCHUN I JO ELLEN CLIFTON
MX-05'-500W 1018.42' F WFE DEB~ B. B. 40 4)wwrl,41 ; HMLEY LEY- I DEED BOOK 128J, PAGE J70 i I I DEED BOOK 1309, PACE 665 JUL 3 I 12.200
J2J MELODY B. STAIVC/L I LAWWN Old d Pointers DEED BOOK 1J16, PAGE . 0 PIN. 1654-20-0289 , PIN: 1654-JO-1456 4
PAGE 585 DEED BOOK 528, PAGE 2J8 i DEED BOOK 1503, ~ PIN: 165J-09-2179 ~
PIN: 1644-90-9407 PIN. 165J-19-9876 i I ~ S pd To,

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SE'CTlANS OrV£ AND 7NQ
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\ SPP! REi
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\ ~P~ - P . LA I
SEC TON ONE
~ JOHN gU~ )HNS TON COUNTY, N. Co
I \ 50~ RIPANK ~ eRM~i
SCALE 1 " = 10'
LOT ,~33 ~ \ CpNS~RV

e.~n~9 P x n~o,1 } c.~r,~„~ mr.nKt;~n r2" x 12" x 8" Topping Sleeve ~ WETL4NOS Note 1: The Small Branch Shown Hereon /s Sub'ect To A R~ non BuNer. SURVEYED FOR
N c sro a se r,ue & 8, ~ } :WEr1ANDS ~ S73'-52'-58"F Cote Vo/ve ~ Ner. Q41L' 5-06-2G~3 Q41~ 11-11-213
- 2891, Point o! Connection to the Existing System a } ~ AS DELINEATED BY Ibis Buffer EXtends 50' from the Top Bank On Each Side Of Branch. !6• Diomrter Steel Casing o ~ THE HIGHLANDS OF NEIL C. FL Y inch. ~ ' '
- , I 0 D, As Dii~cted By U. S. Army Carps Of Engineers As A Means Of Preserving Fxisr;n Ory Bored & Docked Under NC 210 ~ MIDDLE R I " ~Senrin ACREAGE COMPUTED BY COORDINATE METHOD PROFESSIONAL LAND SURVEYORS 9 •
-,re a o C fEK SOIL SCIENTJST Mitigation Pro a .The Conser'vlotion Area Is Centered On The Existmq y ~ p ~J; , ~ ~ s£cr~oN 1 r eouNDARr Stream And Cansides nth The Ri non Buffer. ~ 1 DISTANCES ARE HORIZONTAL GROUND DISTANCES 112 E. JOHNSTON ST. PHONE.• 919-989-9300 stmq NOTE. AL ~ SMITHFIELD, N.C. 27577 FAX.• 919-989-9301
- ~ ~ ~ PU I BOOK 52, PAGE 364 t JANUARY 2003 Pa
~P ~ R~~ ~ } PROPOSED TOTAL DISTURBED P / T ~ RDPOSED TOTAL D S URGED ELEliATION NTY.' JOHNSTON DATE.• 615 2G~M SURVEYED BY.' GHM 03-073 rowNS>yIP cou
20 L.F. I I I'`~ 8" Ductile r-"'gpD1 + ~P } AREA IN SECTION ONE AREA IN SECTION IiNO S ALE GRAPHIC C ,
Iron Pipe T/OiygL ~ } I JEFfREY L HEDGES ~ R/t, r r goo' 200' C/TY OR rOWN.' STATE.' NORTH CAROLINA SCALE. t -too DRAWN BY.' NJL, LEBJ DRAWING N0. L HEDGES ion' So 0
~~D,A . \ . ~ ,Fx's,;n lS 4.72 ACRES IS 6.21 ACRES I ~ N7FE P5~ ~l i~, _ RCP h'o(er to } • Y/FE
KATHERINE V HEDGES ~ /y x~ - ~ ,e Existing WATERLINE NOTE. I ~ } / NUG DEED 800X 1073, PAGE 132 51G ~ a0 ~ . ~ ~ P. K. Noil H I~ULLA~U' ~ ~ . V HEDGES AR 1644-92-9549 1654-21-0415 CHECKED & CLOSURE BY.• LEB ZONE. PlN. HEFT 2 OF 17 73, PAGE 132 1654-01-4690 DATE.• 03-08-2004 SECTION TWO
o '(I 1,I/(" ~ ; ~ ~ `{yam' NAN O, CULLAL4N A 20 foot Jomt Of Ductile P1N. 1654-14-9033 •14-9033
ti ~ Spoils Araa I ° , ~ ~ - ~ / Pi Shall Be Installed , • ~ ~ ~ ~ DEED BOOK 851, PAGE 284 ron I - - - » LINE BEARING DISTANCE
T if Needed 5 ~ - \ PIN- f654-03-9966 in All ater Lines Under I ~ ~ i - - OWNER DEI/ELOPER - L-1 S73'-52'-58"E 99.96'
DEED BOOK 1220, - i + , Siooi/s ` - , Stormwater RCP Cmssings. I I PAGE 567 - r \ ~ 1105, I 15• ~ S~0•, N, s FARMS PROPERTIES /NC. ~ -2 72•-o7'-4fi"E Joo.ol' m LANGDON L s
Y, ~ vl I , /Bd ¢o, ` WATERLJNE NOTE.• ~ • ~ \ ~ . 4 I I , 06'^ ~ CONSERI/AT/ON \ SAO !1•Ci., I I , E'~,,,•- hr I „ I ~ ?I/AT/DN T N ~ C/0 LIN THORN 0 ~ ~ _ _ _ E lao.oo' ~ n 6 L 3 S70 45 36
s.sr•. ,I ~ ~ RjWODirIONq~~:!lL 9 , II The Waterline Connection To ~-A 1Lli \ £Ol C 1.GL I 2, I I AREA ' Ets 209.34' EIS 'A ~ ~ ~ PrpoP Gar(ON ~ L•~1 I Fxi ` , Section Two, Across Lot 24 Shall EA ~ , 8825 NC 27 EAST
59' cn - o OSEO G!•~ I Teri, s/rn a r I I I N85'-28'-36"W 215.31' \ ,o ~ ~ - 11 < ' ~ ~cofto ~0" , r 1 , ~ Be Comp/sled Before Lo! 24 I ~ a L-4 S70'-11'-32"E 362.32
w d \ Z ~ 'lL1U.L~00, Pie rr s Sald I 1 ; ~ BENSON, NC 27504 n L -5 S70'-26'-14 E 39, 71 ~ w ,
o ~ \ - o , d \ CONTAINS '~?•>t 0/ ~ ` ~ f / I \ o m. N \ 1.OB8 Acres 1 (PV~,C1 / N PHONE. [phone] HOME) L-s s19•-13'-44'E 210.61'
4 ~ ( ~u o _ \ I 1pp, C/PgbEO I Existing / b OPEN SPACE IN OPEN SPACE IN o PHONE.• 919-868-6868 (MOBILE) ,
DENN/S EARL JACKSON o ' \ 3 ~ ~ \~l \ ' - - ~ ~ - I P. tr. Noil o ~ I P 1 I ~ \ m 6'• \ „Cteored' 1~e ~ ~ \ ~ i 0 o L -7 S70'-4fi -16 E 210.00' SECTION DNE 10.899 AC. SECTION TWO 26, 365 AC. Aa• ~ L H~E$ L-& S70'-4fi'-16'E 155.60'
n DEED BOOK 1392, AGE 6 6 ~ O \ ~ ~ \ 75 ~ s° 1~~ ^ ~ 1,34 J ~ ~ ~Ef~R 1
a o I PIN: 1644-92-9410 r.~ p~ \ ~ \ /O , Le ~~n~ 12 0 1 / C-9 N19'-f3'-44"E 210.00' WETLANDS IN WETLANDS IN ,9L; KATHERINE ~ HEDGES 1 _
~ ~ I ~ ~ o \ e~ CONTAINS 9 1?• N,ot ..nq I?•w DEED BOOK 1472, PAGE 540 l SECTION ONE 7.44 AC. SECTION TWO 18.74 AC. L-lo s7o•-46' 16"E 3783'
$ \ v \ s' P 39 529 S.F. ~ 1 ~ 10p• ` ~=1 C;n I \ A ~0 as ir) Q e " °rPr Pornt of Connection 1 ~'4~. PIN: 1654-22-0684 To The Existing System L-11 $70'-3T-26"E 175.04'
_ . 5' ~ 0 S85'-27' 43' E 218 8 1 N 10 o N I v 0 14 0• " t2"xr2"xB" 1 „ ~sjo• Top in Sleeve 1 CDNSERI/AT/ON AREA IN CONSERI/AT/DN AREA /N L-lz s7o•-2s-10 E 151.1r
gy, £ts 204.33' Existrhg Noi! ~ 198' 15 23 to Concrete ~ CONTAINS ro ~ N `3j:. P 9 g9, k 8" Gote solve 1 TI 4 8 AC. L-13 S70'-Of'-35"E 74.67
~ 9.52' CONTAINS , ~ 30, 471 S. F. a ~ CONTAINS °p ~ ~ ~ ` a 837 5 F ~ ~ ~ •o R_ ~ o } 16 \ 42, a \ w , > ~ zs ! 34, 719 S. F. CONTAINS ~ I I 16" Diameter Steel Cosin SECTION ONE 2.07 AC. SEC ON TWD .2 gi \ 9• / j~s S Dry Bored Jacked / ~ 80.34'
i rn 0~ .a. ~ c, / ~t 1 I m. h • ~ ~ p o Q ~ 31, 006 S F. CONTAINS '7 17 / I ~ /9 , •,c j' AO%%S+d1 ~ under NC 770 ~r rr 1 rr r~ I L-14 S69'- l0 -21 "E y 3/ i/ ' °~o ~ 1 Existing C D 80' I
~ I ti , d, m _ _ _ 2~ I 127,131 S F, ti \ / / v~ / / / B°~ri ~ ' I P. K. Noi! ! 0 I ( L-15 S68'-43'-21' E 71.24' / ~ 750, / Rey Q , ~
CONTAINS ° • ry. ' . , ~ , ro ~ b rA/NS ~ \ ` 1 ~ O I ( "Cleoreo" J ~ ' 1 ,L~ urnit L~sn, ~ ~ b I I I
28 984 S. F ~ I, ~ 1 0\ ~ 00 19 ,Access r r ~ ?rEn nr ~ - `,2 ~ Easement ~ ~ ' ~ I ( (
~ i ~ .~,Z^\ CR CONTAINS 20 t.F \ >v 2 NrA/ry h 2D I ~'SO, k I / rn aN ~ m 31, 860 S. F s" ucbte \ N `5 011 SS CONrq/NS ~ h 2D / , 1LJ 235 r~ 1, ~ i I N ~ " ~ ~ i I r ~ Fxlsti
,1~ ~ 1 } ~ \ ~ ~ ~ \ ~n ~ Iron Pipe O F 2S,y04 I ti e 1. : b'1y1L ~ o \ ~ \ ~ S F CONTAII s ` 2 ~ ~ J O 1 ' Terror ~9 lg" ~ ~ ~ I I 2 •p LU t(o p• 4 ~ I ~ / N ~ ~ xl~,bJ ape Existing R. R. S ike coNrAlNS , ~ 21 ~ ' - a~q~ - - 23 m o - _ ~ --P- I I
i ti ' t ` °~'yy' ~ r m. C 10 X 10 le 12T 9T 3 4p,~' 01° e~` 1 ~ xb~ CONTAINS '1 h t rrion9 _ _ y 19!' 25,068 25,068 5.F. CONTAINS of , r1~1 . ~ i ntenection SR 1507 ry o~"} CONTAINS ~ ~ ~ tt ~ ~ N. C. 210 Hwy. I I ,rGa I
/ k~ , , ~ 6 1. o ~ ci o rry S9n _ - - pro I \ p 5e ~ N ~ f0 25,133 S.F, ~ 9$~ - posed " 100, 25 000 S F. cn 1 I l CONTAINS w ~ C X70 ~ i I I ~ 25,437 S.F. 1 r 31,894 SF. ~ ,r,L
ti ~ coNrAlNS h \ IAN \ ter ~ R£DOSSING - C\`n~` 1Q 6'x6'xs" s'xs'xs" Tee ~ ~ ~o• t0 r _ I I I
l \ 25,071 S.F ~ l+ CONTAINS ~ o. s" s'Xs^ Te ° - . ~ CR \ \ _ \ ~ 0 I ~ .F ~ . ~ / r,.e k n, 2 S • ~ root s \ ~ N / 1 N 23.18 n. `3, ~re ~ ~ 147 \ 110' 1 s" Gote 4 Fire k rant & ?o L.f. ~ ~cces Oroio ~ 1 ' Jo ~ ^71' I I s" Gate Yolve Iron Pte 6' ~ FosP 4 Gl9P 0 v „ „ 1 r~ r~ fi; ~ ~ I I
rn 1 s" core Volve ~ ' `IQ~ os~ _ I I I I t~. ~ 100 \ 121' i ~ Pe 13 tS men ~t I ~ ?o' Or A ~ ~ u rP sling _ fit` 121 ' / ~ ~ s.• t ~ L. orno ° . - ru ~co1l I B' I '~'rst`i0 ( . , _ ~ ~ . yal 1~ \ °seme~t 1 ~ ~ ° Papa (,7 8, 9 J2„ I
I 161 ~ d ~ rn $ ' \ ~ \ /eA''`---- 1 0l ' e & 122' 1 ~ • "o~~ m $ ~ I~ 5~ i \ ~ 120' "may ( 132' ~ b.. G°i ~2+ 1 „ / \ ~ 2 ~ ~ ~ ot~°~/iq .rQl{lLC' _ _ - -----t---' y _ ~ I \ 1 „8 / i 278. e
„ 9T ~ e vole ff • v.os . •°n 1 m NE i F - m Got i w 0 1 ~Tp ~ee , I~ - - _ _1_ - J,_ yy o8, i` \ j / ~ \ 1,13 . - - ~ ~ ~ 1 \ \
} 41 ~ •A 4 onent B ~ s~ . ~ t S , o P/pt ~ - I ~ ~ ~ o?s, Pem' Assemby 1 ti~~:. .\Sg/ .•~a 31 Book 64, ~n 14 50' 50' R ~ UBCIC~PAVT D h _ ?o' Or% ' 0 / V \ ~ ~ P. K Nod /iv P ~ B0, yti ss ~ ~ ~'ess 4• nogg I / 22 0° 1
I 2 w =}c,m + 1 ~ ,•~6 ~ ~Poges 3 8 R/ } ° ~ 0 1 8 rn , \ 6 ~ , \ °1'303 ~ 2• L ~ j \ £ ular o r\ 67 75
' ! o I ~ ~ ~ - ~ F• e ~ 92 ~ CONTAINS ~ ~ ~ ~ - ~ I CON a \ N o~~ u \ 32 ~ o ~ 25,000 S.F. N O ~ ~ \ ~ ~ ~ ~ I _ ~ ~ - - - - ~ CONTAINS 16g, 3729,
I 25,531 S. F. ~ a, %Zl ~ I o P P ' ' ~ ~ ~ xs , ~ ~ / o r i ~ ~ ~ s" Gate ~ ~ ~ ~ 29, 870 S. F. c ~ / ~ ? 25 ~ solve der Lin f ~.8 rp 68 (p
i I rl 7 CONTAINS \ 1 DA o r Z CONTAINS p, I'' ~ I 24 031 S. F. CONTAINS , ~ 26, 005 S. F. ~ 29 `y rn 1 ~ 36,557 SF. 27 - o ~ ~ \ CONTAINS ~ e I ~ "1 m o , \ 1.14 Acres ~ ~ ~ fIP 68
I j 98 } i cn I I CONTAINS r ~ h S ~ ~ d CONTAINS ~ ~ 2ti' I CONTAINS ry 6 ~ o ( t,n i i 1.10 Acres 0D \ 1 1,3 j • ~ I 6' xs' ir6" Tee I 2 ~ ~ \ ~b Fire H drool Ac 32, 930 S. F.
fv~ I ~ 4 CONTAIN ~ CONTAINS I ~ 16,070 S.F. \ ~ 2~' ~ 16 S.F ~ ~Irn ti 443 S.F ~ "Wooded" CONTAINS ~ B"xB"x6\ Tee 25, 5 ° ' _ ~ 2 • I ~ ~O , 28, 461 S F, ry CONTAINS t~ 3 m . ~ ~ \ ~ ~ 26', ` ~ CONTAIN.' s" Cote uotve ~ l
~ 0 40, 995 S. F. ~ I Fire H drool h al a 1D ~ ~ 3 i ~ V A ~ CONTAINS ~ by { 1 \ ~y, .21Q ~ P .1.237 Acrhs s" Dote uohe & 2~ / ~ ~ i ~ \ ~ ~ 92 : 6,,, ~ Permanent Blow Oll 21 ~
W I s" Cote Volve 1 ~Im+~ 75 10 Ti,on9le ~I ~ ~ CONTAINS t 1 ' ~ 35,445 SF. ~ ~ v n e~ ~ r~ ~ << R 5~4 I e N p Q. \ 1.13 Acres ~-~i ~ \ ~ ~ ~ ~ ~ •9c°~ ~r oUOfii I 52 Assembly l ~
" I n Q I ~ eF \ ~s 1 ot~ IC~PA lb .9~ ~ k ~ ed P O'~. i ~ ~ ~ ?a 55 N ose !/lj~. ~ vYQj,~~ r0 8J 1
r' I + ~ \Sighl Triangle ~ 1 - N i 163' - ~ ~ prof N ' 42 - _ _ \ ` ~ / 66 ~ " ' CONTAINS ' ••;61, • \ 15.7' / l?5~ 1 ~ s" Gote valve tt l I R=60' 35,100 S.F.
- _ _ _ - W / I "Wooded" • „p~ 1 ~ - _ _ .61' Temporary Blow Oll Assembly ~ , 6 ~ 85 Futwe Extension 1
B"x8"x6" Tee 6" G to Volvg 6"x~'x?~' ree / CROSS/NV NV. ~ s\ \ ' 5' a ~ ` ~ \ ~ 8" Gote V is ( 20 1F g" Ductile Iron ipe ' 14 / ..1 • \ OG, 121 ' _~,.--~-'~y i / ^ _ ~ \ P~ ' . To Section Two ~ \ ~ '"-1 v / ,9 . ~Q. • _ \ I CONTAINS ~
' 120' - - OWQ PROJECT - . o . • • • . : ; ' . loo' ~9 i to , i or 0~ ~ , • • \ p6, p, \ 135,810 S. F, .25, a . h /
~ ~ ' . • ~ s ~ m WALK/N RAIL • \ ~ ~ S• X200' \ ~ ~0 5 /
o ~ ND. 03-0675 - - ~ . c r aouNDARY.. • ' 4 ~ ~ v rP•. ~ ~y . ^ ' lfi£.1J.2Al1.1N ALL. , Sin ..O' » . ~ AR . A ~ i ' .n ~ ~4Ar i.'1~'87LAND FAS•-Sfd4L . 2.1N ALL. \ , % ' ~ . 1~`~O I l \ \ ' r -p i l I
~ H•o,o Easement N p ~ ~ . ' ~ DS ~...•BE HAND Gvlf.AREO'ONLY• . • . BRED 'ONLY' , ~ O~,•' rr ~ ' ' ~ ' ' • . ' . 1 I 0 - - / ~ i
• ' , ~ \ ' . . • . ! 1 CONTAINS Q ~ /
4~w.S N CONTAINS NQ,~R ~ \ ~ ~ . , m E~ ti 35 N - r ~'~SECl/0' N . mo e` ~ 35 361 s. F colvrA/NS ~ N ' 0 E '•Recbrded /nwor ~oo~ ~s4• ' y'es' 30.1-:~D.~ ~ X190 ! 1 X254 SF. 1 0~ ,-CONTAINS V
~~A 36 ~ I I ~ r.. .~..R!.;.~ ~.as .~......r.~~.~.:ri0 eS "30.1 S k 41, 631 S F. TT j'j' m . CONTAINS e I ~ 9a . .~ir.•.r.?• ~ • ~ ~ - :r-'~ . ¦il. i.i.'•~ ~i ' • _ - " . . , b 90 h ~ ~ 32 600 S. F. : 1. • ..T., } ~ I r J0 I
~ I ~ , Ororno 5~ / I ~ ~ ~ ~ ,SECT/ON•. •(1'X0. • • : • CONTAINS 31,810 S.F E 70 ,8 I ~ : • • . . . .lands' • •Im actg. *3•'• ' • ? , / ~ Posslb/e•. Wet . • ' • 09 / o ,
i ~ Eosem / , I Tempos ~ ' 0 • • .
T In -10 ~ / 269 Is Arco I ~ ~ • • . • C , 03 _ i~ PAGE .I S de of k 72 , , . e~~r es J___---161- - _0£ED eoo _01-4690 : ~ :.'PRO.PQ,SED:.:OPEN•... PACE Jo' ..ii1 •Walkr't7 ~"rail~ 1576' ~ .'~Ft' ~ 1 , a / ' 99.9 9. 9. _ ~ ~ I.. ' GGING/WACKING'TRAIL: I , 1, \ \ 1 ~ ~ / 52, / 5 , 1
R a9 I 4 ~ ~ S ~I ~o k 64, P-_-- _ - Ei I I I I 1 P1N: 165 r.- oa . \ • V ...SPACE • : • : ' JD tANDS> ' y 63 ~ 7~ 3 , ~ . ~ / o / • • ` ~ .QUTSIDE~:OF W~?. s . - /
ac B y SPA . PE - = 115' ' ' " ~ ~ ~ ~ . • . ~ : 127 1 CONTAINS I - CONTAINS h ~ . , . ~ 1 29,060 S.F. 25,717 SF. ~?do~.,~. .
0-- 1~ 122' zo8' \ , "I i -19~ - ~ ~U0 1
T ~ . 1 I?
- KIN 1.y \ \ . ~I G WA ~L Areo For Temporo Borrow And/Or Wosfe ~ 45 \ 2 - : . ry . i ~ ( 799, co / ~ . 0 p~'EI~.BOOK•.1004,'•l'AGF;69'': . c Q w ~ 1.. .
I X06 5' Material. Maintain Sheet flow And Install Silt h ~T \ 2Q,~oge£d _ 12 / cement' , ,,PIN:>. 165421. 0415 ~ . l:. , ~ ~ I ~ ~ I o.. ,
~ Fence As Necesso For Erosion Control. c \ ~ 's'°a~ Ce0% s reo ' UI ~ ry ~ ~ 44 4 V \ ~Y~~rP der •"'?„`•-..-.:.::c.:~,~ ' (S ' ''~O , • . , CONTAINS 72 ~
141 ' ~ R1 N \ ~ 89' r---- (SPA•., Q 'I i ti ~ CONTAINS oi0 CONTAIN \ 181' ~ NAle Nn7e y 26,460 SF. 9p ;
~ 42 CONTAINS 25, 410 S.F. S \ - - , ' I / ~ °j 25 055 S F. 26,250 S F. \ ^ Ter»p~a Silt Basin 1 • , . . • ~ r / ,888 S.f. i.......~,, ~
37 / h ~ \ i L=96' W=23' D=2' 28 I ~ c~ 4" Gote Valve ~ ~ Weir len th= 5' evel Spreader ~5 ' ~ ~ ~ 41 CONTAINS Permanent B!p w 011 1 g L=30.$' nil Width=3' \
~ CONTAINS o~ ry 40 Assemby 9 ~ N Q I ~ 38 39 30,249 $.F. 2 / m Ota pes'gn Flow= ~ ^ 25, 000 S. F /8~ 50' \ / ~ 52 ' ' 237 Cf5 Max. v .....,moo ..•.,q~, : • 61 1 / ~ h ~ .
r r ~ O O 8'x8"xs" Tee CONTAINS CONTAINS 51 ` •6 .•..*9 ..,,..L,'.; • \ CONTAINS \ Oh 5 ~ . o , ,Qf'
I Fire N rant & CONTAINS 29 442 S.F. ko 'i0• 47 \ / r + CONTAINS 26,289 S.F. o ' ' ~ W I s" Goto Vo/ve 25 186 S. F. +o ~ / CONTAINS t r 5 o ~ 7pn, • • I:.: • 00 26,080 S.F. ~ 4~Q o. r,(~ I <y
~ ~ . 25,502 S.F. /f,3 Proposed 4" PVC ~ \ / 25,240 S.F. ; m \ oz I ' ~y Water Une q CONTAINS \ /CONTAINS r b~ oo' CONTAINS ~ g ~ i Sign "Ckwred' ~ p ~ 28 870 S.f. t ~ , 0 1
~ x.25,330 S.F ka ~ £osement CONTAINS ~ ~ atv - 2 ,630 SF i r 0 C \
I ~ ~I 114' 119' 105' 100' 25,060 S.F. P ~S , ~ v r 91 ~ 90' rp Q sr. r` , ,0 ~ V v~ ,a . , , n5 9~ ~ 1 CONTAIN ~ ~ ' ~ ' `so,. ~ 26,277 S.F. 0 ~
_ Pr~ased s" PVC Water Gne - S/ 'r 10 Q V` 18$' 0 r r ~ It c~ - ~M A t` ~ r 0 y ~ ~ > G'i,L , . . X099 CONTAINS / h 1 tl, ~ ' . ; . ~ , 1 /o cr••: 1.142 Ar. r ~ t ~ / ~
„ -------L"-\.L - 1B !'~'~YCC ~ h 0~' ~LQ1 ~ ^~r` r ~ 2 I 8' x8''x6" Tee 6 Coto ve n / - , - F rh J 6 ' ~ ti 116' 8" Cate Vo/ve ~ I 20 LF 6" Du~ i!e Ir n Pipe 50' R/W ~r?/ \ pU -..,,,,1' Q ~ + tt 116' -9 cs'_ . ^t.• • ~ s'ks'x6" Tee \ 1 1 172, \ ~.f~ : O ~ , \ Frre tl drool Cc / ~ / ~ 5tf ~ .
+ ~ 54 ~ ~ 90' \ 120' 100' 100' 99' \ V,q ~ \ ~ 5. Q 401 ~ I ~ . 74 , I ~ \ C . ~ • ~ ' . ~ s" Cote ~o1'v~ / ~
164' a~ \ R'~ ~ V CONTAINS Gote Vo1ve & A~ sYO, „ I ~ o I i \N~ Sfgn \ / e~ CONTAINS Permanent Blow OFf ^ CONTAINS N ' Q •~ern ora :Silt a ` s j , /~V I \ ,Qy~ .r .4) t - ' - - ` p ~ - CONTAINS ? A, .
m i „ osement \ + r - ~ 27290 SF. t\ ~ i ~ I \ / \ ~ ~ 6,,Go1\yo , • \h 25,010 SF. Assembly / I~ ~ 25,210 S•F. Na I \ ~ c, 'o. ~ ' 'r to th= ' . 1 / , Q g I 25, 300 S. F. 0 ~ ~ . .
b ha \ / \ ~ TS~•., s•+ . ~e o „Wooded., 1 F \ + s' ire' xs Tee .t'oi ~ 1 0 50 1 I 0P o~,~'' • ' ~ 75',Drdirage'£osemen \ Q , / '7y o s ~ / c~ ` i 'gyp ~ ~ ~ 1 h r: p
oh i I f00 ~ i ' F,rr root d rR, ye ~ 9S' \ ~ ` 20 r o „ 99 ~ 96 1 ' o ~ ~ ~ ~ CONTAINS 2 1 ~ c ~ C~ I r ~ O C s Gate VoAe ~s.:r \ 1 1 0~~• o ` CROSSING,. round Level Spreodgr, r nV ~ ~ N 5 oy ~ ~ LEVeI • S reoiter . ~ I Q , \ ~ tv A ~ ~ • ~ ~
CONTAINS ^ CONTAINS N + . o m - O/p , s 25,030 S.F. ~ ~ ~ ~ I v. / CONTAINS ' ~ F ` - , 1\ r \ t~ .J . Proposed 4" P ~ ~ ~ CONTAINS 0 59 \o„ • ..NO:: 2~~ L=34:7 End •Width-~''• g 75 ~ , Q T N CONTAINS ~ \ Q70 Design'•Flow.= • / Tem oro Silt 8 sin 7 / ~ CONTAINS CON AINS CONTAINS \ ~ p ~ ~ '
7 , "C ? 26, 590 S F. 26, 510 S. F. , CONTAINS ~ A N w ' 0 v ry ~ 4'• ~ `o W Q ' t ' N ~ 30, 420 S. F ~ ' CONT I S 24, 810 S F. r ~ y \ e s ( ~ water Line h h ~ ~ 55 25,350 5. F. ro 3 ( • `+n ~ 32,180 S. F. - r ro silr Basin .1 ; ~ , 0 95 ~Hr ~ re ~ 80' 1D X ~ ~ ~ \ 25 045 S. F. 35, 510 S. F. \ ~ t~ ' • • s7 CFS•.;Nax. ~ ~ CONTAINS / - "'Wooded.' 25350 SF. ~ I re' "i •••r L=4B' w=242'- ARY,' . \ ~ ~ 1.125 Ac. \ ~ a? • ~ ~ / / ~ weir length= 26,600 SF. / Bp~NO
O / O lu \ TR of ~ S/Oy 0 -A `C ti ~ 97 ~ r ~ Tr 75' Drainage Eosemenf ~ , L~3$4•' End .Wi{Ith,3 / , / Q ~ / \ \ ' ` 0 ..bes' rr flaw= ` r' / ~ p5
I °j ~ c=92 w=2t' D=z' ti \ ~'1'~(F ~ ' ~ ! • co '~~NC " h ' ~ CONTAINS ~ \ N Weir lengM= l0'~ ONTA/N 94 ,2y r ~o Do(~~ 14S• !F ry ~ 0 h • ~ Q s,~s'xe nee 60' , ( C S ~ R v s'x6'xb" Tee \ Around Level Spreader ~ ~ ..f0 r9. \ ~ ~ TAN sh 4 \ ~ ~ 2.57 CF5 •llox. ,-21f1,~' 75' Drainage £osemenl \ ~ : GCE r Fire nt dl \ Tem rory Silt Bar ~ ti 6" uctiht - ~6 ~
CONTAINS ! ~~e ~ ~ +y tih ~ V 25,230 S.F. 26510 S.F. _ o ~ s" cote Votw R~V 28,150 S.F. 0 r I ~ - _ ' \ - - Q p. I ~ CONTAINS ~ .p ~ ,e o/'~ r 4 I s" Cate Yolve L=48' W=24' 4=2' Around Le~rl Spreader \ E.. r , 1 \ eii Length= 5' 19Q' ~ ~ / on Pipe ~ ~ ~ 76 ~
! 25 130 S. F. ~ " ` =e ~ - ~ - 59' 105 I 7y. 00 ` s' (0 T s'X6 - G o v'e 1 - ate - 105 110' 110' \ ~ ; Level Spreader ~4 ~ , . r - - - - - - L=34.7 End Width=3' l''r ' " ~ '
r 116, m~ 00 / 19) h0 nn ° cyrl ~o4g, x4"Tee - - - - - -I - - - - - - - - - ~ - _ q~~ 0 Design Flow= CONTAINS / : .I. 0 r ~ ~ 1D 25,100 S. F , . ~0
- - I 1 YJ p ~ Rigy - _ _ _ _ - - - - - - - - - - ~ i 267 CFS Mox. ~ pl , . i r ~ ~
I ~ 130' ,~1 A ~ leNet Spreoder• f7 1 Q y°'ti°~ 88 1 p / 1 0 y hlfO.T, £n'r/~Ww{b~J' I oa ' 0 ~ ~ 104' 112'_ 112' / 110' 86' 15' Droino a Ea meat , ~ .0 ` I ~ ` 112' 112 11r' ? g p ' . 2~ 77 . :.a :,a.
30' / y a :Old Design . { • 93 a, 0 0 - - - • \ W CONTAINS 30' 10.81.CFS Max. - ~ } \ , Q ~G ~ ~ I Temporo SNt 8osin /5 Around Cevel Spreader ~ • • ~ ~ ~j. - - ' D= ~ ~ 1 ` L-5D' W-25 2' Cevel S render 2 q ~ `
~ ' • CONTAINS u Q 24,150 S.F. 0 90 ~ 9 25,080 S.F. 61 0 ~ 0 I Weir Gen 1h= 5' p ' CONTAINS r ~ g L=356'1End Width=3' 'fib 39 100 S.F. ' 1 oT0 Design Flow= ' I PROPOSED
I. ~ J ti ~ ~ / 274 ~'FS Mox. C ~ i . O% " I
, R, ~ Tg B5 ti 83 83 82 81 / • y • ~ , . so, OPEN SPACE / 79 ~ - o
- - - 223' . a ~ 87 ii , , 4" Cote Votve & ~O ^ tV ! ~ N . . • "wooded" r anent Blow Ol( _ ' - - ~ I "5 CONTAINS ti ti 80 ,78 a, - ti ti ti / ti ti w r ~ ~ ~ I
T K 05 I Pe m t 89 ~ - - - ~ ~n CONTAINS ~y~ MppR . ~ 92 Assemby 0 _ ~ ` ~ CONTAINS / N 26, 047 S F os g0~ I 5' Q ti 26,946 SF. 86 1 25,253 S.l cr, CONTAINS N CONTAINS 7 v ~ ~ + ~ • ~ 1 ~ ~ / r ~ I _ ` 25,253 S.F, - 25,.139 S.F. ~~g0' ~ r I
~ 11 0.+ CONTAINS I / ~ ~ - ~ CONTAINS CONTAINS CONTAINS ,r CONTAINS ~ I
~ I CONTAINS 56' 28,816 S.F. ! l CONTAINS PROPOSED OPEN SPACE. ~ ~ 3s,34o sF N + ~ 1 CONTAINS / 25,180 SF. _ - - _ 25,198 S F. 25, 055 S.F. 25,000 S F. r 27, 586 S F. ~ ~ 85' ~ r cn '~1' ~ 1 r
~p I ~ o \ /25,455 S.F. / 91 ° + + 90 \ Existing 2" Iron Pipe I oo r 1 ,
OId Marked Gne Along Otd lire fence ~ ~ ~ NrAI S , • ° CO N \ With Cop / / ' 1 'i • • 595.47
' + 'Control Comer" ' CONTAWS 3 ~ + 26,136 S.F. \ ~ 112' 112' 30 296 S• F. ~ ° [suet Spreader ,/s 120' ~ ~ 112' 1 124' 1 1' 110' 127 ; 123' 112' 112' 1 N85'-48'-40' W
FIS 1,~n7 ~4' TOtaJ ~ / Fristinn Iron Ar)n
I m L=20.8' End Width-J' NFf.> -16'-UO W o" Design Flow- S02'-03'-57"E Existing 2" Iron Pipe I ~ g "Control comer-
48.22 ESP 178.89'. , r- YYl 60 CFS Max. 672 0 322' 1222L 0.A With Co / "Control Corner" I /
N82'-31'-26"W E/P X254 ° wIIBUR S. HANLEY & & BLAINE G. MCL4UGHUN & ' r
i I N&r-05 -50 W 1018.42 lem rosill"Basin 9 F-j-~T;H _ - 10' Droino a WFF DEBORAH B. MNLEY, MELODY B. STANCIL I EUNICE B. LANGDON \ L=38'.W 19' D-2' Easement /VIP With ` i ~ ~ ~ ^ r o 07FE MICHELE H. MCLAUGHUN KEN CUF Tt7N & WIFE ' I JO ELLEN CLIFTON
r GEED BOOK 1503, PAGE 585 I DEED BOOK 528, PACE 238 ' - - - -'Weir Length= 5' Old Pointers ' r DEED BOOK f316, PACE 323 DEED BOOK 1285, PAGE .370 ~ I DEED BOOK 1309, PAGE 665
PIN' 1644-90-9407 I PIN: 1653-09-2279 \ PIN. 1653-19-4876 I80 PIN. 1654-20-0289 ii I , PIN: 1654-.30-1456

l
~ ~ ~ 1 ~
R/W R/lY \ \ ~ ~ ~ VAR. 6'-0" 8'-0" 5'-O" ~c 1
\ \ ~ CURVE 6 PUBLIC 50' srREEr ~ ~ \ \ _ (I 'f\ 60 PAVEMENT SHOULOER W,\ ~ \ ~ WIO1N WIDTH
RlGNT-OF WAY ~ \ CURVE DATA \ ~ ~ o \ ~ ,~p.ZS DATA , a\ ~ ,
i _ \ ~ 6 \ 6rodin Limits gyp' 1 53 28 ~ ~ D. 02 -0.02 +0.08
~yP R - 650.00' PAVEMfM ~~~o~ T = 454.215" , \ -o.o
A = 792.89' 15 0\ ~ ~ 8 _01~ g ` s/cT &IS1N /
8 -53 LEVEL SPRFIDER 3 ° ~ L
\ ~ ~ \ ~ 010 Obsign flow = ?.67 Cf5 ~ D = Z' /
\ \ = 7 ~ \ Weir = 5' ~ ` L£NCIH .J~
\ ~ OPEN SPACE 3 0' ~ ~ ,E See Defog \ \ ~ s~, ~ , Groding Limits SH UL R ECTION
\ ~ a tte t 0 DE S o~ / ~
~ o .~~o~~ •o~ o~or ~ 15' Easement ~ ~ ~ ~ ~ TYPICAL
1 ~F 1 1 ~ o~ _ 56 57 58 r ~ F • F ~c A~ L•?•? / >~o e s ~
TYP1CAl WAT R ~ J ~ ~ E L/NE LOCAT/4N ~ J ~ 59 s F~ 35' x BD' Permanent ~ ~ DR/l /EWA Y TURNOUT GRADES e~ S~ Construction Easement ~ /
~ ~ ? ~ ~o ~ d , o ~ p TWO 0" RCP AT 1.61X WITH
~ ~ \ h w ~ , ~ c °6°~r I JWQ CONC £ HEADWALL ON SKEW / 6" x 6" x 6" Tee d ,o~go°or ~a Pape errglh = 58' ~ Fire llydront
1 .Q F (p ~ o ~ LEVEL SPREADER ,~'1 Q.,~~o 0 ~ Oc, Silt fence At / With d Gote Valve \ >F0~ ~
a o 0 0 Desi n Flow = 2.57 Cf5 Mox. , Toe Of Slope / ln~
+ k '0 10 9 1 ~ r ~ 3 LENGTH =33 4 ' ~ ~ ~ / / i ~ ~
55 n see Detail ~ ~ ~ ~ ~ J ~ w 15 Oramage fosement ~ ~ / r ~ ~ Zone 1 !s An Undisturbed Area From ~i / \ \ ~ nw
~ ~ z 0 0 6" x 6"' x 6" lee dr v Around Ceve/ Spreoder ~ TEMPORARY 20 Feet 30 Feet The lop Of Channel Bank La d and ~ T N 7 ~ \ Zone 2 !s A Vegetotrw Bulfer From
~ a Fire Nydront m TEMPORARY ~ ~ 1 ~ i ~ / SIC R9Sl k Zone 2 Iona 1 _ \ The Edge Of Zone 1 Landward.
Q 4 a Silt Fence At ~ SILT &IS/N 4 1 ja With 6" Gale Volve 0 ~ Toe Of Slo e Silt Fence At ~ Ile L ~ - Toe Of Slope ~ ~ 6~ I e,, ~ D = 2'
~ tt^^ ~ Q. L=~ P~ vJ ~ Gradin Limits o w = ?4' _ r~ ~ iFO Werr ' S' \ ~
.R/W. _ _ _ Weir ~5' „ + ..--x , 52°Ske ,.f 15' Oroina a Easement `76 ~ o
-~-xxxxxx xxxxxx xxxxxx x xxx xxxxxx xxxxxx xxxxxx xxxxxx xxxxxx - xxxxxx xxxxxx ~6 Srtt fence ~t end Cove! Spmader ~U~ ~ Concrete To 01 Sloe \ ~ ~
~ _ _ _ _ _ _ _ _ _ _ Proposed 6" PVC Woter Line _ _ _ _ _ _ _ fndwoll p LEVEL SPREADER ~'4 On Skew
/ 1 ' : ~ , 010 Design flow = 2.67 Cf5 Max. q ~ LENGTH =J4.T'
Public/Paved Silt Fe ce At ~ See Detail y ~ \
xxxxxx ~ --XXXXXX XXXXX XXXXXX XXXXXX XXXXXX -XXXXXX XXXXXX XXXXXX XXXXXX XXXXXx X X -XXXXXX ~ .rte' XXx Toe Of Slope ' ( ~ ~ 1 1/ 35' x 60' Permanent 77
Const ction Easement \ lR TEMPORARY ru ~ S E,4U 1
Orodin Limit ~ R%W TEMPORARY SILT &4S/N /5 a SILT &4S/N /5 y
~ W : 25' G n ~ , L = o~ RIPARIAN BUFFER CROSS SECTION NTS W = 25' Area Disturbed In Zone 1
D 2 Weir = 5' B=2' \o a Weir = 5' r" o~
v r r r N 1 15 Orarno fa 1 1 9e . ~a 3540 S . Ft. 0.08 Ac. 5 Orornoge Easement ~ w• q * 1ERRAIN MAX. SLOPE ,
83 ~ 82 81 y ArowM LevM Sprnr J M~tmd LerM Spnroder
LEGEND LEV~z sPREAD Z LEVEL sPR 2 \ red In Zone 2 `~L FADER Area. D~stu b ROLINC 2.•1
U Oro Drsigr, flow = ~ ~ cENCTH =3se i Design Flow = 2.74 CfS Max. ` HILLY 1-I 2.'1 _ ~ ~ 0. 54 Ac. ~ LET~CTH 6 2360 S Ft. 0
See Detoi! NATURAL GROUND Q ~ 4 see Detoa 1 \ I ~ R/W R/W
1 ' j RIPRAP APRON Wetlands Disturbed p I
HEADWALL I ~ UBL C 50' TR ` S EET 1 L=24'
- -FINISH CENTERLINE GRADE AS REQUIRED r 1 1 r 78 RIGHT-OF-WAY 1 = 4.5' ~ W 1 11033 S . Ft. 0.25 Ac. ~ c~ ~ 4 Slone = 18" Class "B" ~
~ 84 NATURAL ENDWALL 79 1 t 80 ~
FLOW DIRECT/ON ~ ~ STREAM BE AS REQUIRED ` J I J RIPRAP SLOPE PROTECT)ON 8' 20 6 5 At Pipe Inlet & Outlet Stream Im act SNOUCD£R PAVEMENT SHOULDER D1TCN
~ ` - ~ _ _ _ _ _ _ D tP RAP DISSIPATOR e 1 " CI ss ' B" lJs 8 0
- - -SILT TRAP ~ t ~ ~ _ _ _ _ AS REQUIRED r .0 MAX - _ _ _ ~ ` 80 Linear Feet
~ 1 ~ a~z 1 ~ f1 ~ ~ ~
- ~ -x-x x -SILT FENCE t.o MAx i
I OPEN SPACE + . I IMx 1.5 INCHES OF S-g.a4 8" M!NlMUM
I 1 PIPE ~ NOTES: t. BURY PIPE INVERTS AT 2075 x D FOR PIPES LESS THAN 60"; SUPERPAVF ASPHALT M1X ABC ND. 7 STONE 1, p•
~ AND 1.0' MAX FOR PIPES 60" AND GREATER. Minimum
- - - - - - -LIMITS OF CLEARING ~ 2. ADJUST INVERTS AS MAY BE NECESSARY IN FIELD. ~ 3. NOTIFY ENGINEER IF PIPE SLOPE CHANGES BY > +/-19a Ditch Depth = l.0'
4. DO NOT EXCAVATE STREAM BED UPSTREAM OR DOWNSTREAM NOTE:' WATERLINE AND APPURTENANCES ARE DRAWN SCHEMATICALLY TYPICAL STREET SECTION t;
xxxxxx --xxxxx - - - GRASSLINED DITCH WITH ~ ~ OF CULVERT EXCEPT AS NECESSARY FOR RIP RAP DISSIPATOR. ~ 50' R~W ZD' I 20 PAVEMENT ~ FROM THE INITIAL WATER SYSTEM PLAN. WATER SYSTEM SHALL
TEMPORARY FABRIC LlN/NG ~ HORIZONTAL SCALE l SCALE 1 -5D BE INSTALLED CONSTRUCTED PER APPROVED WATER SYSTEM
N. A. G. S75 OR EQUAL I VERTICAL SCALE 1 "=5' . / NEW RESIDENTIAL ROAD OR SCALE 1 -5 PLAN AS APPROIiEO 8Y JOHNSTON COUNTY PUBLIC UTILITIES RES/D T A
UNLESS OTHERWISE NOTED ~ ~ ~ I EN /AL COLLECTOR RD D • ABC
NO SCALE
~ ~ h A
O
Nb
~4 Nh
N 0$ ~N -
Qp h~ H II Q
S
~W bQ EL.=205 ~ ~ EL.=205 EL.=19D o o = ~ £L. =190
o~ 00
~ NN N N N~ h
QQ ~ ro N w Q
y ~ ~I O
O y N \ EL. =185 v
Ec.=2ao o N EL.=too EL.=1e5 ~ ~ ~W
~o { i0P OF BERM CARRY RiP RAP UP
o0 SIDES OF SPILLWAY t' MIN 2' MIN i. FREEBOARD
~ hN V~ 9~ R _ MIN. t k _ ~ SOW i0P ELEVATION OF STORM WATER . i
q~ N~ fL.=195 ~ ~~-EL.=195 .=1 6'' f . F1000 STORAGE 20NE ~5 WASHED STONE U 3' MIN EL.=180
MAX 4' MIN SEDIMENT STORAGE ZONE (TOTA BASIN CAPACITY I
LU S v II ' 1.5' MA% SEDIMENT DEPTH I-
~W ~1 RIP-RAP _ 8' MIN
Q 36" M/tV1MUM COVERAGE 36" MINIMUM COVERAGE wa LEVEL of sEOIMENr cou~cTED CLEAN BASIN WHEN THIS LEVEL IS 15' MIN 1' MIN
48" MAXIMUM COVERAGE 48" MAXIMUM COVERAGE REAC~'En fL= J75
~ EL.=190 EL. =190 EL.=175 ~C=350' ' -.r.. SECTION THRU 8AS1N AND FILTER
K=115.89 q'QOq
~`rF0 s•. CARRY RIP RAP UP SIDES OF SPILL WAYS
18" Minimum
uARiA Wr y`' ~ BLE D ,g ovcroge 60" RCP INVERT 1N EZEV. 172.00 10' MIN
EL.=185 ~'G,t, EL.=f85 EL.=170 F 20 f 6" ~ 60" RCP INVERT OUT ELEV. = 17f, f0 r MIN FREE BoARO FtoW EC. =170 h
Ductile Iron Pipe ~ ~ Bury Pipe lnverfs 1.0' In Stream Bed PI RIP RAP q ; (See Detail nris Sheet) • " ~ 3'
LEI~EL UP OF SPREADER N ~ R alE~Men + I }
- 1~ J' MIN ~5 WASHED STONE r O ® q FAn~ &
I j ~ I- ~ N ~~l/ /TERM IF71RIp71C9iC91 ~r 11 111 Q~
II~ - _ - I - I EL. !80 EL.- / / III- _I ll-- 05' =~0' 7' TYP
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~C=300' 112 E. JONNSTON ST. PNONE.• 989-9.00
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704-8 EAR T WNSNIP.• ELEI/ATION TY.• DATE.• 6-?5-2004 SURI/EYED BY.• GHM FIELD BOOK 704-8 EAST STANLEY STREET 0 COON JOHNSTON
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FOUR OAKS, NO ' OAKS, NORTH CAROLINA 27524 Tl11.~A2. crArL-. nlnDru ~AOnt 1nlA crel R• 1°_~n' nRawnl RY• err ua _ _
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