20100040 Ver 5_Site Plan_20110630

D.
• CV
N TOWN OF CLAYTON 3
• r 1
r ~ 42 f
in N,ONWp~1 ~'y
\ N'~• ~c co ~ _ ~ s /
' 2g9: NORTH
0 • • ~ mo NORTH • W 9y d
Q> o • ~ 3.5 Uf 6~ i z.5' TURFSTONE PAVERS , r ~ ~ ~ • ~ /
H
I 5' 3l~" MIN< THICKNESS ~ \ ° r / /
S0 GEOTEXTILE LINING, ANCHOR • ~F' TALECRIS BIOTHERAPEUi1CS CAMPUS ' Ry AT HEIGHT OF 3.5 , MINIMUM, ~ LAY PARALLEL TO NEW CHANNEL DIRECTION \ v ' • .
~i~ ABOVE BOTTOM EL OFFSET ADJACENT PAVERS Ya TOTAL LENGTH. ~ _ ~ 9 • YY
oy~ COMPACTED SUBGRADE ~ \ ~ . / ~ z-• i ~
' _ TOPSOIL IN OPENINGS, FILL y PROJECT AREA LIMITS ' ~ • ' • ~ • ~ ' r. _
. - TO "BELOW SURFACE Y2 PQ 10 ~
• ~5 ~a I Sg' POND LOCATION - PICAL CHANNEL SECTLON ~ ~ •
~ _ NOT TO SCALE ` 9 ~ ` ~ ~ ~ _ /
f~ P"' ~~y ~e.~
v VICINITY MAP
' NOT TO SCALE
~ _ . _ ~
~ ~ _ u.. \ - t. ~ti.~ A~ ~ f v
• ~ I I ~ ~ °
s, \ ~ ~ ~ ~ ~ ~ ~ -
~ ~ \ \ u \ f I I ~ \ ,4 • • r ~ ~ \
\ I - \ \

• • • ~ \ \ \ \ \ \ ~ is ~ ~ ~ ~ 4 I I I ~ / ~ v v ~ as 1 ~ ~ ~ ~ ,
• ~ ~ ~ ~ ~ ~ ~8~ • • r ~ ~ ~ ~ , ~ 0 Q . . ,a • ~ \ PROPOSED 24~ GRAVEL DRNEWAY '
. ~ ~.A ~ .r~--'" \ \ \ \ ~ ~ ~ \ EX. GRAVEL DRIVE TO BE REMOVED ~ ~~o~°~~~~ ~ ~ . ~ ~ ~ ~ ~ " ~ . FOR ACCESS TO EX. JOHNSTON
. ~ I ( • \ ~ ~ ~~~:~:m NT SHOWN. ALL BASE • • b s• • ~q. ylit - I a„ 1 \ . I I • ~ • • • \ \ ~ ~ }~-v r COURSE LAYERS UNDER TOP f . • • ~ z ~ ~ ~t ~ OUNTY PUMP STATION
I I I a • a, ~ ~aYt \ \ \ - ~ \ ~ ti.~:, GRAVEL TO BE REMOVED. .••9• ~ i ~ \ -
\ , I ( ~ • • ~ ~ ~ ;a \ \ ~ PREPARE SEEDBED AND SEED - - - - - - - - - -
~ a • • • ~ ~ \ _ , ~ ACCORDING TO NCDENR STANDARD ~ / ~ ~ :4' / ~ _ o'er ~ .1 ` ~ 1` ~u~ d ~ ~ \ \ \ ~
I • \ \ \ _ _ ~ ~ - PERMANENT SEEDING SCHEDULE.

\ : ` ~ ~ \ / ;pay / / '4 . b N ~ r~ry~/~ / ~ ~ ~ ° ~ ~ \ \ \v
g r Fy, v- d
t ~ ~ ~ ~ ~ ~ V 6' - - . ~ o•~ • • • ~ @ A
\ \ \ • ,tom e: ~ • i~ ~ ~ a- \ ~ / ~ \ i v ~ ~ r~~` / ~f °
~ f / v:,. ~ / ~ <N a ~ ~
\ \ a ~ c. ~ u - m a
~ ~ • ~ PROJECT ARE 1 \ ~ ~ ~ ~ ~ o < • a e~ o ~ • • • f e o ,'o • s. f' - - ~ ~ a~~OO PROJECT AREA LIMIT~S~f / ~ ~ ~ ~ 0 ~a>~ . 13 ~ ~ N • / / / ~ ~ n w ~ / ~ ~ ~ - to < 1 ~ / / / ~ ~ ~ AFT. ~ of ~ / / / /
{ ~ ~ vim,,. _ ~ . • o;~ o P • . • s • i t' to e • • • • a v o ~ •
® ~ \ \ ' • r • • 'o • s • e" • a ors is J • • • • • • • •",R„ / • . i o . : A / ~I
\ ~ ~c ~ ~ -ate • `o P ~'o o' o o e o • e o ~o, • o®~ • o o • o - / ~ ~ ~ ? ~ ~ ~ r.,,~• o 0 o x o 0 0 • yo o a o s. o ~o 0 0 0 0 0 -o ~~'i /
~ \ r.. •h~ 4 ~ Cyr.. o • o ? o. o ~ • • `o • m _ ~oy®o . o • ? o o ~•v . , v' / e \ : ti* i s i i ~ ~ i ~ tea, ~ ~ .
~ ~ ~ :e~„~ Tom- ~ o o w ' • o o • ~ o • s~• ` • / /
~ ~ ~
~ ~ ~ 2 _
_ _ ~ _ 3 EX. LIGHT POLE TO BE RELOCATED ~ \ \ \
- _ 3 ~ • • ~ ~
- _ „I ~ - - ~ _ ~°d , / a~•° ~ `I ~ ~ ° ~ ~ ~v v vv v~ PROJECT AREA SUMMARY . b ~ ~ a B1 ZONE 2 IMPACT ~ ° ~i v ~ \
_ ,
~6`I / / / I ~ ~ ~ - - - - - - ~ ~ ~ A 30.00' ' ~ ~ ~ , . ~ _ / i PROJECT AREA: 0.43 AC
V ,~~.e--®.. - ~ ZONE 1'~ ~vvv _ - - q ~ 9 EXISTING IMPERVIOUS AREA: 0.17 AG (40~) ~ _ ® ~ ° ~ ~ ~ REMOVED IMPERVIOUS AREA: 0.16 AC
- - _ ~ \ \
_ _ \ \ Y • ' 1.-- ` a. ` ~ Vie,;., Y~y° , ~ ~ , EX; INV. IN=274.10 ~j o ~ NEW IMPERVIOUS AREA: 0.08 AC (19~) b ~ ~ o ~ CHANGE: -52.5
J a~ ~ ~Y.;. ~ - . I 1~ ( ft i i ~ ~ - ' ~ EX. 16" WATERLINE o
c`~ . TO BE LOWERED
' ~ I i ~ ` l i EX. GUARDRAIL TO BE REMOVED ~ \ e ~ EX. n12" FORCE MAIN 1
3 / I}I / ~ ~ ~ ~ ti.. . TO BE LOWERED
rn ~ I l k> I c ~ ~ \ ~ ~ ~ ' " ll
~ ! ~ / ~f / C/ \ ~ ~ ~ B1 ZONE 1 IMPACT , o_ • f l ~ Jy~ ~ A a ~ ~ ~ ~ = ~ EX. 10 FORCE MAIN /
• ~ , ~ , _ ~ EX. 1 S CMP TO BE REMOVED / ~ ~ ~ ~ ~ ° ~ ~~~~_TO BE LOWERED ~ ~ RIPARIAN BUFFER IMPACT SUMMARY
r/ \ \ _ , } \ EX. INV.OUT-271.90 ~~~v y~~ e: ~ ~ a ~ v~ i
w \ ~ ~ ` l~ \ / ZONE 1: 1511 SF (0.035 AC) \ Y~.~ \ \ I ZONE 2: 1239 SF (0.028 AC)
~ / , ~ r NEW CHANNEL
• ~ 1 ~ \ 1 . m (coASrAL PLAIN) ti \ ~ = ~ \ \ \ OUTLET EL=272.01' BUFFER AREA RECLAIMED BY REMOVAL OF EX.
1 1 ~ I EX. POND v \ 20.00 h~„ \ W 1 ea ~ e~.L ` ~ o\ \ \ \ SLOPE=0.5% GRAVEL ROAD: 3134 SF (0.072 AC)
• I \ ~ ~ ~ v. SEEDING DATESs APRIL T~IRU JULY \ I NORMAL POOL EL=272.01 ~ ~ 1 ~ ZONE 2 v v v 5'FLAT BOTTOM
~ ~ t, \ ~A,~° i \ \ \ ® 3:1 SIDE SLOPES
~ SEEDING MIXTURE: SPECIES \ ~ Q \ ~ ~ \ Q ~ ~ ° \ ~ ® PERMANENT TURFSTONE LINER `
~ ~ / m COMM 40 - 80 1 - 2 LBS 9000 S . FT. ~ : ON BERMUDAGRASS ( / Q ) I ~ \ `e~ b (SEE DETAIL, THIS SHEET) L `
c~ ~ ~ , _ 271 3 000 « ~ ~ / - 271' \ \ s.A 50.00' NEUSE ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ \ ~ \ RIPARIAN BUFFER ` ~ ~ I ~ ,p a~
SOq. AMENDMENTS. 3, LBS/AC LIMESTONE I • ~ 500 LB/AC 10-10-10 FERTIUZERb ~ ~ / / ~
/ I / i a
U MULgi: USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTWE CHANNEL LINING MATERIAL TO L ry ~ ~ O COVER THE BOTTOM OF CHANNELS AND DfTCHES. THE LINING SHOULD EXTEND ABOVE THE ~ ~ ~ - ~.~~~,~.27( \ .
HK;HEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND / ~ W
Z IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 I.BS/AC GRAIN STRAW AND I I ~ O ANCHOR STRAW 8Y STAPLING NETTpdG OVER THE TOP ' ~
0_ \ ~ 3Y SUCH IMPLEMENTS, CLOSE TOGETHER (LESS THAN 10 ~R ° V ~ ~ ® ~ \ ~ ~ , I
I M AND ANCHORING MATERIALS MUST NOT BE ALIAWED TO WASH DOWN SLOPES WHERE INSTALL NECESSARY MECHANICAL. EROSION & SEDIMENTATION CONTROL PRACTICES BEFORE -MAKE GROOVES, FORMED BY SUCH IMPLEM 3 Ult~l SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. INCHES & NOT LESS TH VUd 1 INCH DEEP. ~ THEY CAN CLOG DRAINAGE DEVICES ) d 1 INCH DEEP. \ ~ ® ' ~ `
I -EXCESSIVE ROUGHNESS IS UNDESIRABLE W UNDESIRABLE WHERE MOWING IS PLANNED. ~ ° \ ~ ~ ~ V ~
• N MAINTENANCE: A MINIMUM OF THREE (3) WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT SEEDING AC SOIL AMENDMENT'S: (SEE SEEDING SCHEDULES) ~ ANO REPAIR MULCH FREQUENTLY. ROUGHENING WITH TRACKED MACHINERY \ v~ ~ r \ ~ ;Y \ 1 ~ MACHINERY 4~ r ~ ~ ~ \ ~4~ ~ PREUI
U APPLY LIME & FERTILIZER EVENLY do INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL v v a V ~ ~ v v v LACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE \ \ ~ ° ~ ~ ° ® , ' \ ® ~ ~ \ \
J • ONE TIME ONLY APPUCATK?N OF FERTILIZER IN ACCORDANCE WITH NEUSE BUFFER RULES. BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN -UNIT ROUGHENING WITH TRACKED MACHINE . ~ USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LASE SURFACE. ~ COMPACTION OF THE SOIL SURFACE. TRA< SURFACE. TRACKING IS GENERALLY NOT AS EFFECTIVE ~ ~ ~ \ \ ~ . ~ ~ ~ ~ ~ , ~ A \ ~ ~ ~~T FAR
~ AS THE OTHER ROUGHENING METHODS DEf G METHODS DESCRIBED. ~p
• N ROUGHEN SURFACES: -OPERATE TRACKED MACHINERY UP & DOWT ~ DEPRESSIONS IN THE SOIL. DO NOT EaCM ERY UP & DOWN THE SLOPE TO LEAVE HORIZONTAL C~NJ 1 R~V I I~N DO NOT BACK-BLADE DURING THE FlNAL GRADING
~ CUTS FlU.S & GRADED AREAS THAT WILL BE MOWED OPERATION.
• ~ R IS A VIOLATION OF tAW FAR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDKATED IN THE TITLE BLOCK. _ SLOPES NO STEEPER THAN 3:1 BREAK ATION BY BREAKING UP LARGE CLODS & RAKING INTO A DATE: 06/09/11
r7 MAKE MOWED COMPLETE SEEDBED PREPARATION BY M UNLESS ACTING UNDER THE DIRECtION OF A INACCURACIES IN THE STATED SCALE MAY 8E RERODUCED WHEN DRAWINGS ROUGHEN THESE AREAS TO SHAU.OW GROOVES BY NORMAL TIWNG, DISKING, SMOOTH, UNIFORM SURFACE (SLOPES UPS (SLOPES LESS THAN 3:1). FlLL IN OR LEVEL DEPRESSIONS
N LICENSED ENGINEER, TO ALTER THIS DOCUMENT ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE HARROWING, OR USE OF CULTIPACK-SEEDER. MAKE THE FlNAL PASS OF ANY SUCH THAT CAN COLLECT WATER. BROADCAST SE BILK TO DETERMINE THE ACTUAL SCALE OF TH{S DRAWING. TIUAGE IMPLEMENT ON THE CONTOUR. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT RAINFALL
W HAS NOT BEEN SEALED BY RAINFALL
~ IN CHARGE OF m ®v_ I e== . I I THE PUTIC, I civil FILE N0.
N 20 0 20 40 2610 WYCLIFF ROAD ® T T POND 12335.47528.002
~ DESIGNED 8Y DCS CHECKED BY GBC SUITE 104 U 1 =20 RALEIGH, NC 27607 DATE
' J PH. [phone] L I TLLATI
Q DRAWN BY DCS • ~ NCBEES Corp. No. F-0579 YT T CAROLINA JUNE 2011
N0. DATE REVISION INIT. 2011©0'BRIEN & GERE, INC.