20071688 Ver 1_Site Plan_20071004

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SITE
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~ ~ X599 - - ~I.
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JERRY G. ROSE j Rte'
VICINITY MAP (NOT TO SCALE) DB 1542 PG 114 p~6
PIN 165702-66-8685 j NSF C/C~
% ~ EUGENE 8. SPECK
~ DB 2373 PG 681 ~
SITE DATA FOR SAINT JOHN'S WOOD PHASE 2 / ~ PIN 165702-76-0579 ~
~ ~
AREA IN TRACT ..............................................................380732 SF 8.740 AC LINEAF2 FEET IN STREETS ..................................................1043 LF
AREA IN RIGHT-OF-WAY ...............................................54647 SF 1.255 AC ~ / ST. JOHN WOODS %
NUM6ER OF LOTS PROPOSED ............................................10 AREA IN LOTS .......326047 SF 7.485 AC 50' RI ~ PHASE ONE 50' RIPARIAN BUFFER ~ N/F TDRAI ~Y
AVERAGE LOT SIZE ............................................................0.749 AC
AREA IN RIPARIAN BUFFERS ...........................................6Q480 SF 1.388 AC PB 27 PG 59 ~ WILLIAM KENNETH CRABTREE ~seMeNr ~ DB 1214 PG 391
j PIN 165702-76-0579
.NOTE: PARENT TRACT DEED ...............:..........................DB 1181 PG 188 LOTS 18, 19, 20 & 11 WILL HAVE
NC PIN NO ..................:..........................................165702-66-9252 INDIVIDUAL NEUSE RIVER 6UFFER PARCEL NO ....................................................................05G04003Q REGULATIONS IPI PLACE PER DEED L HAVE FFER
DEED ~ /
BY THE ORIGINAL DEVELOPER AT PROJECT LOCATION ............................:.........35.6075'N 78.4725'W (NAD83/WGS84) THE TIME OF RECORDATION. t AT Rf£K
THIS TRACT IS______ IS NOT_ _ LOCATED IN A 100 YEAR FEMA FLOOD ZONE. PANEL N0. 3720165700 J PERMANENT DRAINAG
EASEMENT N/F
N/F 18 1g Ear THOMAS E. CARTER, JR. Z~ DB 1348 PG 316
ALLAN ELWOOD MARSHBURN, SR. PIN 165702-76-52191
DB 645 PG 125 SEDIMENT TRAP /
PiN 165702--66-0107 W/LEVEL SPEADER > /
~T~'~ PERMANENT ~ DRAINAGE ~
on~s~oN orvusior~ grcn (ttn.) EP.SEMENT
KNIG BRIDGE R AD ~PB0P0 / 50' D ICATED R/W N T CONSTRUCTED i~
CROSSING .,~i /
~ N/F I/F
~ WARREN WAYNE 15 ~4 13 ~Z i~ DB 802 PG (NE BAREFOOT
16 PG 113
11 PIN 165702-7 G~~~~ Q-76-7102
~I
N/F i~
WILLIAM J. BRELAND CHRIST DB 2614 PG 230 D PIN 165702-65-3718 PIN N/F ~RISTOPHER SHANE JONES .dwkL
~B 1337 PG 666 50' RIPARIAN BUFFER PIN 165702-65-6769
i
i ~ UC CH01 R. YOUNG '~A~ ~ DB 3101 PG 439
~~Eo- ,.v4ro sio~`~yp•EpeaN~"
i
i i
i ~ PIN 1 fi5702-75-1626
i
~ 7RELIMINARY PLOT 07-1688
OF
. ~ goo o ~o0 20o soo 300
SAINT JOHN'S WOOD
s~aie: i ° = ~ oo'
PHASE II
DWQ CROSSING MAP SURVEYED BY:
FOR
o~wN T~'ll~' LI1Y~' ,~5~'Ilh'Y.~'YI~G,
SHANE P. C.
BOBBY WORLD S CHECKED BY:
205 WEST MAIN MAIN STREET
CLAYTON TOWNSHIP, JOHNSTON COUNTY DRAWING WWE: Cv1~ON, N.C.
NEALDWQ.DWG TELEPHONE: 919 N.C. 27520
NORTH CAROLINA S"~ DATE: FAX: {919 3 JOB N0. [phone]
JULY 25, 2007 3 359-0428
www.truelinesurv esurveying.com
446.004

EXEMPT FROM SUBDIVISI REGULATIONS WITHIN THE JO COUNTY PLANNING JURIS I o 1 JBDI VI SI ON
THE JOHNSTON NUMBER RADIUS ARC LENGTH CHORD BEARIN JURIS ICTION C1 20.00 31.07 503'50'28"E BEARING CHORD LENGTH
28"E 28.04
NOTE: C2 20.00 33.57 N88'46' 12"E LINES L1-L3 & L13 12"E 29.77
~ ~I N OAKS ROAD D TE SUBOIViS10 AD NI J ¦ AD NISTRAT ARE TIE LINES ONLY. C3 259.21 105.79 552'22'09"W D9 "W 105.06 27"W 111.60
J C4 289.21 112.30 S50'23'27"W
SITE A~
m Q ~j
~qcr~ ~,~~P cs~ ZyVIN AC Rpq~ ~P~,C, 1599 R~w (PUBLIC) IPF IPF R~~ ~ o' x ~o' ~ ~ J ACRES SR SITE ~ sao•53.39 °e
IPF /TRIANGIES~ w N 47~ 13, IPF 5 L13 IPS r~E ~~NE ~Y INTERSECTION OF A OF 3 ROAD
IPS 554'43'31"E L4 TWIN ACRES ROAD ROAD
E 96.30 C'~ G'L - - & RANCH ROAD 56~ 3~ SON IPS IPF R/W DISK BPS PKNF
4 44 02„E IPS 56 g IPS S6 5g 91 99•p9 TEMPORARY TEMPORARY
DRAINAGE ~ DRAINAGE EASEMENT W EASEMENT
VICIN111f MAP (NOT TO SCALE) V NOTES:
CERTIFICATE OF OWNERSHIP AND DEDICATION ~ ~ 0 1) ALL DISTANCES SHOWN ARE HO ~ DISTANCES ARE HORIZONTAL GROUND
9 N Q Z N 1~ 2) AREAS COMPUTED BY COORDIN N/F ~ U N/F ° 3) PROPERTY SUBJECT TO AlL EA ~ RESTRICTIONS OF RECORD. OORDINATE METHOD.
HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH ~ ~
IS LOCATED IN THE SUBDIVISION JURISDICTION OF ~ H ) z ALL EASEMENTS AND ?D.
JOHNSTON COUNTY AND THATI HEREBY ADOPT 's' THIS SUBDIVISION PLAN WITH MY FREE CONSENT, ~ ~ WILLIAM K. CRABTREE W Q THOMAS E. CARTER, JR. M 4) NO. 5 REBAR IRON STAKES WIT ~ ALL LOT CORNERS UNLESS OTH JAMIE D. CRABTREE ov LEELYN G. CARTER <ES WITH CAPS SET AT
ESTABLISHED MINIMUM SETBACK LINES, AND DEDICATE N/F :SS OTHERWISE NOTED
ALL STREETS, ALLEYS, PARKS AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. EUGENE B. SPECK r~ 5) NO HORIZONTAL CONTROL FOUN 78799 SF m 84122 SF OF SURVEY LOCATION )L FOUND WITHIN 2000 FEET
.8~9 /~?C \ ~ .931 l~?(r 6) ZONING: AR
~ GEORGIA W. SPECK D8 1214 PG 391 ~ ~ DB 1348 PG 316 7) PARENT TRACT DEEDS: DB 121 PB 27 PG 59 M ~ o ~ PB 27 PG 59 8) PARCEL N0. 05G04002Y DB 1214 PG 391
6 G 0 DB 2373 PG 681
pA~ ,,DER PIN 165702-76-0579 ~Z.G -01 l~(~' PIN 165702-76-3510 ~ Z ~ o PIN 165702-76-5219 9) NC PIN N0. 165702-76-3510 -3510
Y Q ~
o U o vdi D vii
~A~ OWNER NUMBER' DIRECTION DISTANCE PERMANENT W REFERENCES:
L1 S45'17'S0"E 85.52' ° DRAINAGE ~
, % l L2 S49'22' 10"W 30.06' o `4 ~ L3 N28'27'S8"E 28.26' ~ EASEMENT ~g DB 1348 PG 316 PB 27 1A fps ~ BPS DB 1214 PG 391 PB 27 PG 58
DA OWNER ~4 S43'08' 19"E 75.23' IPS ~ OB 0802 PG 113
~ L5 S48'20'49"E 10.21' IPS 1 5ea7 sF a, M DB 1 181 PG 188 t22~ sv ~ 15 ~ 0.135 AC ~ DB 2373 PG 681
L6 S40'39'S3"W 30.54' DATE 0 ER L7 S40'40'43"W 57.13' N 0.026 AC J O
L8 S49'19'17"E 50.00' ~ IPF ~ IPS IPS L10 IPS ~
L9 S40'40'43"W 50.00' X16 L14 IPS N
THIS SURVEY: 135.72' IPS IPS 4,5q"W ~4 gA"`N Z PERMANENT
N6~,~4 g4'W 1 } (:REATE S SUBOIVISIUN OF LAND WITHI~J THE AREh OF 4 I e ~~r)~INTv ()H MUNICIP4LITY THAT HAS A~J ORDIfJA1JC': TAE ~~~`,~c~"Y') IPF 5, 7
IHA1 Kt~~~.arES Na~tc:~~5 OF ~~+iat~. 59 ,~4 IPF N60' v' DRAINAGE o, ~ EASEMENT N~F
? 2) IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY N63p~ 24 WARREN W. BAREFOOT. NOTE: rn, ~ ~ OOOT
THAT IS UNREGULATED AS TO AN ORDINANCE THAT pN~Y 2 LINES ~,4 dt L15 ~ ~ ~ MEL BAREFOOT ARE TIE LANES ONLY. ~.c QB 802 PG ~ ~ 3
REGULATES PARCELS OF LAND. rtE ~Q 51~~W IPF 3
C~ 3) IS ONE OF THE F"OLLOWING: N650~~~~ o) IS OF AN EXISTING PARCEL OR PARCELS OF LAND PIN 165702-76-7102 '102
AND DUES NOT CREATE ANEW STREET OR CHANGE ~pF
AN ExISTING STREET. b) IS OF AN EXISTING BUILDING OR OTHER STRUCTURE, NUMBER DIRECTION DISTANCE OR NATURAL FEATURE, SUCH AS A WATERCOURSE L10 N49'19'17'1M 20.09'
PHILLIP E./LANGFORD 'PS BPS N49•~9~»~w ~ss.oz~ 'Ps
c) IS A CONTROL SURVEY ~ 4) pF iyrpT}~R CAlEppRY gl1CF1 kS TME RECOM&NATpP) L11 S60'04'S4"E 40.71' FAYE LANGFORD ~
OF EXISTING PARCdS, A OOURT-ORDERF~ SURVEY OR L12 N40'39'S3"E 30.54' HOMER A. BARGER EASEMENT PLAT
O~iNER EXCEPTION T~ THE DEF1N1110N OF SUBDIVISION Lt 3 S49' t 8'53"E 92.74' TERRY BARGER of
? 5) FROM THE INFORMATION AVAILABLE, THE SURVEYOR IS L14 S40'40'43"W 10.79' UNABLE TO MAKE A DETERMINATION OF THE PROVISIONS L15 S60'04~54"E 0.87' P DB 1181 PG 188
PIN 165702-66-9252 ,
' Llb N0UV454 W 4U./1
L 17 N49' 19' 17'1N 32.37'
S J T ~HN S ~ ~~D I
DATE SURVEy~=- 60 0 60 120 180 FOR
G
Scale: 1 " = 60' H~ 1~7A S E. BAR T ER AND JR.
SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO
LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES PROPERTY SHOWN HEREON IS XXX IS NOT
ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN. LOCATED IN A FEMA DESIGNATED FLOOD ZONE. L N A T R AND R
FEMA FLOOD HAZARD PANEL N0. 3720165700 J OWNER: LOT 10
EFFECTIVE DATE: DECEMBER 2, 2005 THOMAS E. CARTER, Jr. ,ILL
DATE SU ~~~~~~~~~o~~ LEELYN G. CARTER A K. ~'RA BT E R 2005 TWIN ACRES ROAD 'EE
GARp~~., w/~~I CLAYTON, NC 27520 AND
OQ.QO~~SS~ON~~,~,~ REVIEW OFFICER'S CERTIFICATE ~~WNER: LOT 9 JA 1 ~7IE
STATE OF NORTH CAROLINA, JOHNSTON C0Q~1~4 I, WILLIAM K. CRABTREE ~ • CRA B TR E JAMIE D. CRABTREE 'E
I, LURK T. LANE DO HEREBY CERTIFY TH/~ s S~~" •'s _ ~i11 Lj /Y~ REVIEW OFFICER OF JOHNSTON COUNTY, THIS PLAT WAS DRAWN UNDER MY SUPERVISION' RCA At~3~ Q~ C~RTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS 2017 TWIN ACRES ROAD CLAYTON TOWNSHIP, JOHNSTON COUNTY
ACTUAL SURVEY MADE UNDER MY SUPERVISION EEC! ~~r' l~FIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. CLAYTON, NC 27520
DESCRIPTION RECORDED IN 800K~, PAGE ti J . Qj. O NORTH CAROLINA
ETC.); THAT THE BOUNDARIES NOT SURVEYED AREA~~u~,,,,,.• INDICA~ D~ ~S DRAWN FROM INFORMATION FOUND IN ~~i~ ~~C T~~~;P~~, O? LEGEND JUNE 22, 2007
BOOK f~?7 PAGE~L. THAT THE RATIO OF PRECISI~ a•
AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED EVIEW OFFICER tN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ~ IPF IRON PIPE FOUND IPS IRON PIPE SEf SURVEYED BY:
ORIGINAL SIGNATUR~GISTRATION NUMBER AND SEAL PKNF PARKER-KALON NAIL FOUND CMF CONCRETE A~NUMENT FOUND JASON H. T~~~ LINE' ,~S''Uh'Y~'YING,
THIS~~DAY OF ~ A,D., 2007 STATE OF NORTH CAROLINA, JOHNSTON COUNTY ~ PNKS PARKER-W1LON N1Jl SET ~ RRS RAILROAD SPIKE DRAWN BY: Or) P. C.
~~~~~~~~o~i~~~ ~ CP COM UTED PONNT SHANE
~ THIS INSTRUMENT WA PRESENTED FO RE ISTRATION AND P/P POWER POLE OPw OVERHEAD POWER UNE CHECKED BY:
0~,+~O~~SIO 'C~'•~ RECORDING THIS DAY OF s F`" s~ CURK 205 WEST MAIN OB EEO BOOK DRAWING NAME: C V1~O N ~ N . C . Pa PUT BOOK TELEPHONE: (919) 'AIN STREET
=.Zr Z 20 D? AT •I I.C. 27520
4e gF.p?~ o~ S eoM eooK of was EASEMENT.DWG 319) 359-0427
~ ~ ~ CRAIG OLIVE BY ~QI~IJ ~ f~~Q'I~~t~t~ ~t~ P~ PAGE FAX: (919) 359 ~F UNEAR FEET SURVEY DATE: 359-0428
ytio suAJ~•~~: REGISTER OF DEEDS ASS~j. REG. OF DEEDS Q, . 155 LOT FVS OFFSITE SEWER ~ ss~ OFiSITE SEWER LOT 04/25/07 w w w. t r u e I i n e s u rv e :urveying.com
~''••~~RK~~~~;,~~'' L - 3990 RECORDED IN PB rld PG 3~ 15R RECOMBINATION LOT J p 100 STREET ADDRESS JOB N0.
LICENSE NUMBER ~ ~ua~Citia Q~at ~ i ~at LINES NOt SURVEYED 446.004

r- - _ / ~ ! / / ~ I R R P L
~ ! ~ ! /
I ~ / ~ 1 ! ! / 1 l ( / ~ ! ~ ! ! ~ /
THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE ! I ~ ~ / / / / ! / / / - ~ r r r ~ ( / / ~ H 1 PA W - 1` N
CONTAINS 88 3 8S F . OR 0.2 ACREH OFBRIP IuANN~BUFTMFER.~~ ~ ~ / i ~ / / % r r C ! / ~ / / ! / ~ i / 1 / _ ~ Y C / \ ~ N T
\ aQEa IN RIPARIAN BUFFER ~ ! ' / / ~ / ! ~ ~ / ! ~ ! , i ~ / / ~ i ~ ! ~ / / it / / / / ~ 1 ~ / ~ 8 2 ZON AN RI IA R )NE 2 BUFFER ZONE 1 BUFFER
ZONE 1: 16449 S.F. LEVEL / / ~ ~ / r ~ CE ~ ~ ~ ' ~ ; NTE - . - ZO N L HAN 20' 30
ZONE 2: (2414 S.F. SPREADER ~1 MAI ~ AGE RAIN D , ~ / 1 ~ ~ r MENT r , E ! o ~ i 1 ~ / r' i ~ ~ ~
1 / / ~l i / r ~ ~ 1 ! ~ / r / / / F . _ T _ WI ~ - ~ I ~1? r?
i i l ~ ~ / / - CE r T R SE WA E ~ ~ 1 A j
i 4 ~ / ~ / / / / i / / / ' ~ , 1 X TY . , . ER 80 W MET / ~ / ~ / i~ l ` ' ~ 1 ~Y
88~-48" R.C.P. O 2.847G / / / ~ ~ ~ ~ i / ~ / ~Y 'r ~ Y / - r - ~ T PRIA
yy~ HEADWALL AND TAILWALL FOREBAY ~1 ~ / / / ~ ~ / ~ ~ i / _ PR AP i ~ N
DA 44.16 ACRES \ ~ ~ ~ ~ e-*-#57* ST014E
INV. IN - 92.00 ~ ~ INV. OUT - 89.50 ~ R ' ~ ~ / ~ ~a~,• / ~ • / ~ RANT TE r ~ ~ / / . YD 1 6x6 4. 1 ~ ~ i 3 ~ 2 ~ - ~ - ~ Y FR _ _ It A OV FILTER •
1 -.rte-~1'~;•' ~ y' x ~ i r / / 1 / ~ - I HYDRAN FE ~ ~ i- / ~ ~ / / / ~ SEMBLY ` ~ ~ ,rFABUIC •
1 ~ ~ i ~ / ~ ~ i / / / R ,1? NF RI ~ - ANN . H
~4 ~ ` / / / / ~ ~
\ 1 I / / / f / / • ~ / / ~ ~ \ _ ` /
i 1 ~ \ / ~ \ ~ / ~ RVED RESE ca
~ ~ ; o~ i ~ ~ _ AREA ~ i ~ ~ i _ FOR -
~ ( / , ~ ~ \ ~ ~ i _ TUBE , I lE FU POSS 8 _ ~ PMENT .
~ i I i • / x ~ \ Q - ~ ~ , ~ ~ I ti I 1 I ~ i r A~ ~ ~ 1 i t , i ~ / t ~ ~ ~ _ _ Ee DEVE _ R PR
/ / ~ \ 1 I I 1 I r / ~ 1 ~ ti l 1 1 ~ / ~ ~ 1 1 I ~ ~ O ~ ~ / ~ ~ r ~ ~
EX~ST~NCi s~ PVG ~ / s\\~ WATER LINE ~ r,' ~ - ~ ~ , 1 Q I 1 t i S~ ~ I t ~ ~ ~ ~ LEVEL I ~ 1 1 1 t / I ~ i ~ \ ~ \ \ , / ~ ti _ :
R DER I ~ \ ? ~ / ro PEA S \ I \ 1 \ 1 I / ~ I \ \ 1 1 \ 1 ! i ~ ` \ _ / ~ ~ J '
56-18" R.C.P. O 1.798 i-6"x6" TAPPIN~~LEEV~'~ ~ . _ - r ` LEVEL SPREADER
W~ (2) F.E.S.'s ANA VA1.VE~ASSEMB~ ~ j%~~ ' / \ ~ DA 1.96 AC. / ~ ~ / ~ ~ I \ 1 \ ~ \ \ 1 ` i ! ~ • I \ ~ 1 I I O ~ ~ ~ \ ~ ~ ~ l I 1 f ~ O ~ . I ~ ~ ~ NOT TO SCALE
INV. IN - 95.OQ ~ ~ ' - \ NIA E ~ ` ~ I ! ! ~ RAI ~ ~ ~ ~ \ ~ ~ ~ ~ 1 , 1 I 1 ~ ~ • ' - 1 ~ ~ ~
INV. OUT - 94.00 ; i ~ _ \ CE ~ ~ t ~ NTENAN MAI I ~ I ~ ~ 1 1 I 1 ~ ~ EME ~ ~ , I I ~ F P RA RI ~ 1 ~ t TO LEVEL SPREADER
~ ~ i ~ ~ ~ ~ ~ ~ ~ 1 1 t \ ~ t 1 ~ 1 ~ ~ 1 \ 1 I t t ~ \ ~ ~ ~ ~ ~ ~ 1 t I 1 1 \ ~ \ ~ \ \ l 1 I ~ ( 1 1 ~ ~ 1 i 1 ~ ~ A ~ '
STA 0+00.00 ~ ~ ~ \ ~ 1 • ~ , i ~ i ; ~ . ~ \ t 1 ~ ~ ~ \ \ l ! I \ 1 1 1 ~ \ ~ ~ 1 1 1 1 ~ ~ ~ ~ ~ \ 1 t \ li 1 ~ 1 1 1 ~ ~ 1 1 ~ t ~ o _ ~ 1 O / • ' / ` ~ 1
~ ~i i / ~ i ~ ~ ~ O~ ~ ~ 1 ` ~ ~ / •A - VALVE v `GATE 1 ~ ~ 3 i ~
i i ~ \ \ ~ \ ~ ~ ~ ~ 1 \ ` ~ ~ ~ ~ 1 ~ \ ~ 1 \ \ ~ ~ \ 1 ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ - MPORARY ~ 1 Z TE ~ ~ ~ ,c, - ' 1- MBLY . ~ FF ASSE BLOWO
~i~ ~i ,i ~ ~ / y~~~ \ \ ~ ~ ~ \ \ ~ \ \ ~ ~ ~ ~ t / , ~ STA 1 ~ ~ - ~ ~ ~
j ~ ~ ~ ~ ~ ~ ~ s ~ ~ ~ ~ ~ . ~ i ~ ~ ~ N ~ ~ . AY
r i \ ~ \ \ \ ~ tS~ • ~ \ \ \ 1 ~ ~ \ \ \ \ \ \ 1 ~ \ + \ \ \ \ ~ ~ ~i 1 I . ~ 1 1 / ~ ~ ~ SCAL ~ T TO NO ,ALE
~ ~ ~ \ 1 t 1 \ 1 \ \ 1 ~ ~ ~ \ \ t \ \ \ \ \ ~ ~ tS ~ 1 \ 1 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
i ~ ~ \ ~ 1 ~ \ ~ \ ~ i i Y R BA ~ ~o FO RVED R SE AREA ~ . ~ L L ~ 1.16 ~ ~ ,t 11 +0 STA AY
~ ` ~ TER THAN y ~ ~ ~ ~ NOTE: ALL EMBANKMENT FlLL GREA ~ \ , THAN ~ 1 1 R 0 1 ~ ~ ~ G \ ~ ~ / ~ ! 1 1 1 1 I 0 \ ~ \ ~ ~ F _ ,a,,_ , f_ . - . ~ ~ FS ~ R r~ PR D l N S ~ N TR 1CTI0 1 AY COS N ROADW ~ , . E D ~ REti i FUTU IBLE LENGTH
~ SEVEN FEET (7 AS MEASURED FROM ROAD CENTERLINE TO INVERT. FOR ALL STORM DRA \ PIPE CROSSINGS SHALL HAVE FATHER GUARD ~1 ~ INSTAU.ED TO NCDOT SPECIFlCATIONS OR BE WAY ~ ~ ~ ~ \ , 1 I ROAD ~ 1 1 1 ~ ~ B ~ ~ ~ ~ ~ 1 ~ \ GE RAINA MD \ ~ R ~ 1 ~ \ \ 1 G i P SS a 1 era: r"' ~ ~ MENT ~ X1 0 4.1 i EVEL ~ 1. 1 0' 21'
RAIL \ 1 ARD I GU J ~ ~ ~ ~ \ 1 t 1 1 1 \ \ t ~ X1 ~ 4.0 0' 20'
R 8E 0 ~ ~ \ t 1 ~ ~ ~ 1 l 1 1 1 \ ~ ~ \ 1 ~ ~ \ 1 ~ 1 ~ ` Z. ~ ~ \ I ~ \ 1 I ~ 1 t ~ 1. ~ ~ ~ ~ , ~
GRADEU TO A 4:1 SLOPE OR FLATTER. Q 1 1 ~ ~ \ 1 ~ ~ ~ ~ I 1 ~ t 1 ~ ~ ~ t 1 \ t ~ ~ ~ \ l ! I 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ MULE FOR LEVEL SPREADER
~Q \ NOTE: \ ~ 1 ~ \ ~ \ 1 \ ~ ~ ~ t ~ • ~ ~ ~ ~ ~ ~ ~ TRA IM ENT TRAPS.
~ INVERTS OF THE 48" R.C.P. SW4LL BE PLAC ~O\ AT A IAINIMUM OF 12" BELOW THE STREAM ~ I I t l i ~ ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ ~ PLACED I ~ \ ~ 3E I t • ~ ~ 1 ~ ~ \ D F TH NO TIO lA \ r IN At. TH WING FOLL RS E PR S L H L T ~ .STALL IN \ ~ f:
\ I t ~ ~ ~ M 8ED ~ \ ~ ~ \ ~ ~ ~ ~ >TREA ~ ~ ~ ~ \ \ ~ ~ \ ~ IH L NI TI A NTI L U AL NF L RAI RY R RS PR S L . TL PC E IN ~ ABLISHED, AND PROMPTLY MAKE NEEDED
A ELEVA110N FOR AQUATIC LIFE PASSAGE. I ~ \ ~ ~ ~ ~ \ ANI TiON NP IS I IC R D 0 PE MAK IU N HAS AR TH R AFT RS. R PAI 3NS AND KEEP VEGETATION . IN A
G' \ ~ I ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ 4.1 ~ ~ ~ \ LNG UTI Z U OF mON. N ROU VIGO THY H L
BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTI FlLL SLOPES WITH GUARDRAIL. AN 88 LENGTH ~ \ WOULD 8E REQUIRED FOR THE STREAM CROSSI PIPE CROSSING WOULD DISTURB 139' OF STREA ~2\ ~ ~ PIPE ~ ~ ~ ~ OF \ ~ ~ ~ \ ~ t \ ~ N i MAI R HA AN TR CU RU MAN R P R NI 0 C AR R PR S L L :MAIN FOLLOWING THE COMPLETION OF
TH E LNG I RO C ~ ~ \ t \ ~ ~ ED. 8 ~ 1 \ ~ I N. TO RU CN C
PLAN SCALE: 1" = 50'

i~
~~N N O> 00 ~ 1~ 00 O ONi N~ ~ Q O S? p O
a ~ d N 0~ ~ ~ n p~ ~t ~ n ~ ~ ~ p ~ t p Obi. ~A ~A Q M ~ N 0 N ~ ~ ~ ~ N^ n00 ~Of .-N;~N 150.00
N QN ~~p Or NN 1n 17 I~t OVA ~I~ ~Ol NO 1~r nN Od f ~ f f.- f N f N +N ON ON ON
O ~ On ~ ~ g N ~ ~ C n ~ ~ ~p ~ ?O f~ f0 f0 f0 f0 +O f0 f0 f0 +O f•- f~ f~ 1
1 ~J0.00 0~ SQ0°2? 4 O° ~ f O~ ~ 200.00' +5.8876 1 1.16' A +2.
2 .00~ O +4. ~ 200.O 150.00' VC ~
490.00' O +0.50~G 140.00
140.00
1 '
130.00
-
130.00
~ pO °o ~
~A ~ N ~N ~a 120.00
+g ~o v+i°
- ~ ~ . ~ ' 1 6" GATE VALVE
120.00 ~W NW / , • ~ ~ 1 2" TEMPORARY
a NATURAL • ~ ~ BLOWOFF ASSE BLY
GROUND V~~ ' .
~3, M-%~MV . , 110.00
Z
0
110.00 6'~. C
N F 100.00 NTERUNE ~ , , F ROADWA _I_ , .
0 100.00
8 '~3
0 o ~ °o t gao -j O O ~ ~ of ~C; ~ N
pN N Q f r- ~ ~ ~ N ~ ~ Q OZ
~ ~ ^ ~ ~ ~ ~.I~ W 90.00
18-6" D.I. W ER UNE Q > W N tj W
8" R.C.P. OVER STORM RAINAGE ~ W ~-N ~ i8`VERTICA PARATIOIV iii w
90.00 U U ~ ~ " R.CP. ~I
. 1 -6" 0.1. WATER UNE ,I~
U DER STORM D NAGE 80.00
8" VERTICAL SE ARATION)
80.00 NOTE: ALL EMBANKMENT FlLL GREATER THAN
0 0 NOTE: gEVEN FEET (7'), AS MEASURED FROM ROADWAY
g ° INVERTS OF THE 48' R.C.P. SHALL BE PLACED 0 o A MINIMUM OF 12' BELOW THE STREAM BED 'LACED AT CENTERLINE TO INVERT. FOR ALL STORM DRAINAGE 70.00
BED IN~~~p TO G CDOT SPEC FlCATION~S OR BELL
ELEVATION FUR AQUATIC UFE PASSAGE. GRADED TO A 4:1 SLOPE OR FLATTER. i,
70.00 ~ ~ ci
M 4 ~ 0~1,'~
~ p~ p~ ~ N N N n ~ M ~ N O N ~ ~p N N N N 60.00
M ~ ~ ~ N ~ j n N ?p G ~ 13+50 14+00
OMi C~ O~ ~ C_ ~ ~ r- 8+50 9+00 9+50 10+00 10+50 11~~00 11+50 12+00 12+50 13+00 13+5 ',OADWAY & UTILITY CONSTRUCTION PLANS
co ~ ~ a°0i a' °i 60.00 O1 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6•f50 7+00 7+50 8+~
_~+pp -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+0 KNIGHT
~HTS BRIDGE ROAD - 50' PUBLIC R/W ROA
FOR
.~~www w¦ ¦AA~\/~l~~~1~1 AV ACC'
STo.1 CLAYTON JOHNS VVUUIJ bUouivionim rnr?%ovm &
PROFILE SCALE:
HORIZONTAL 199 = 50' ETON TOWNSHIP - JOHNSTON COUNTY, NORTH CAROLINA
VERTICAL ill =10' Job: 07028 Date: 5/21 5/21 /07 Revision:
u SED Sheet: 1 of 1
File: RCPO 100 1 Drawn: S I