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LOCATI01~ MAP VICINITY MAP
LIST OF DRAtNINGS
N.T.S. N.T.s.
C-1 COVER SHEET
C-16 CORP{ 16 CORPORATE AREA EROSION AND SEDIMENT CONTROL PLAN SHEET #1 .
C-2 CONSTRUCTION SAFETY PLAN
C-17 CORP{ 17 CORPORATE AREA EROSION AND SEDIMENT CONTROL PLAN SHEET 2
C-3 GENERAL NOTES AND LEGEND
C-1B RUNW, 1S RUNWAY SAFETY AREA EROSION AND SEDIMENT CONTROL PLAN ~~x F~~ ~ ~+I ,L.
C-4 CORPORATE AREA LAYOUT AND STAKING PLAN
C-19 DRAIN 19 DRAINAGE AND EROSION CONTROL DETAILS AND NOTES SHEET 1
C-5 RUNWAY SAFETY AREA LAYOUT AND STAKING PLAN
C-2o DRAIN 20 DRAINAGE AND EROSION CONTROL DETAILS AND NOTES SHEET 2
C-6 CORPORATE AREA CLEARING, GRUBBING, DEMOLITION, AND INITIAL EROSION _ CONTROL PLAN C-21 DRAIN
21 DRAINAGE AND EROSION CONTROL DETAILS AND NOTES SHEET 3
C-7 RUNWAY SAFETY AREA CLEARING AND GRUBBING AND DEMOLITION PLAN C-22 DRAIN 22 DRAINAGE AND EROSION CONTROL DETAILS AND NOTES SHEET ~4
C-B CORPORATE AREA GRADING AND DRAINAGE PLAN SHEET 1 C-23 BOX 23 BOX CULVERT DETAILS AND NOTES SHEET 1
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C-9 CORPORATE AREA GRADING AND DRAINAGE PLAN SHEET 2 C-24 BOX 24 BOX CULVERT DETAILS AND NOTES SHEET #2 ! , ;
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C-10 RUNWAY SAFETY AREA GRADING AND DRAINAGE PLAN C-25 TYPIC~ 25 TYPICAL SECTIONS AND MISC. DETAILS c®rr~m~r~2lty onfrastruc~ur~ c®nsul~a~ts
C-11 CORPORATE AREA FINAL GRADING AND DRAINAGE PLAN SHEET #1 C-26 WETL? 26 WETLANDS DELINEATION PLAN SHEET ~1
(INFORMATION ONLY-NOT FOR CONSTRUCTION)
C-27 WETLp 27 WETLANDS DELINEATION PLAN SHEET 2 .1001 PINNACLE P®INT DRIVE
SUITE 110
C-12 CORPORATE AREA FINAL GRADING AND DRAINAGE PLAN SHEET ~2 28 WATER QUALITY & DETENTfON POND DETAILS C®LUM81A, SC 29223
INFORMATION ONLY-NOT FOR CONSTRUCTION C-28 WATEt: ~ ) 1803) 786-4261
1 RUNWAY SAFETY AREA CROSS SECTIONS STA: 0+00 THROUGH 0+50
C-13 CORPORATE AREA BIORETENTION POND GRADING DRAINAGE AND PLANTING PLAN X-1 RUNW, s
nac:,,., a
2 RUNWAY SAFETY AREA CROSS SECTIONS STA: 1+00 THROUGH 1+50 vr"`C`v`a""""
C-14 BORROW AREA GRADING AND EROSION AND SEDIMENT CONTROL PLAN X-2 RUNW C-15 RUNWAY SAFETY AREA CULVERT PROFILE X-3 RUN W North Carolina Georgia
3 RUNWAY SAFETY AREA CROSS SECTIONS STA: 2+00 THROUGH 2+50 South Carolina Kentucky
WKD JOB # 80324.00.CA

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, ; a r W W ~ EXISTING CREEK - ~ P ~ ~ , CQ TRACTOR S BUILDIN~~ a~ ESS AND HAUL
SWIFT CREEK ~ PROE~flSED ; =~4 . x u
~ CO~TI~ACT~R . - . H ~~I~::A~ZEA ~ o r ,.f'~ EXISTING HANGAR ~0 (SCHEDULE I) 2 TEMPORARY ti`
k n .r F ,Y e i ti ~CH,E~~LE If f.~" (TYP".) GRAVEL C-~ CONSTRUCTION
66 tir, ,r F 4 - , k~ ~ ' ENTRANCE
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r ' 4. ~ ~ APRON , t ~ ~ r ~ E a , a , . ~ >~.m._m ~ ` , ~ ~ ~ " s~ fig; M ~'8 - ~ ~ ~ ~ ~k 4 m;
, n AREA k ,N. r~ _ , » . , . b... ~ sad. ~L _ f y , t ~ } r? C~ "o' . a 2 k`°
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- J, - ~ N -0, ,~"5 F ,9` a' e a ~,m~.,~.~..~.,~ m..~ ~ rt ~ R EXISTING
r ' . f .•~~=180 , ~f .r rw a.... w . ' y ~ w s' , n , . r s'a ~ ~ } , ~ ~ ~ ~ EXIS~NG FUELS ~ RM a~ T ONTRACTOR ,n.°~,~ ~x, ~ ~.~k ~ WETLAND g AGING AREA ~ w RACK AREA
` E -13 .98 ,.-t s~ R ;.a r r OSED,. ~I. S ~ r ~ ~ ~ . ~r, f W~
. + ~ - ~ a~ a. ~ i . p 9 _ ~ TEMPORARY E S G G ~ _ _ ~'ROPOSEO~" w ~~d, ..N (SCHEDULE I) ~ ~ T. n - 4 EMPORARY °
XI TIN HAN AR s ~ ~w. { ~ Atb wd ~ ~ b i .i .d ~ ~ ~ r ..,r ~ ' ~.~n s C ,a M~ . EXI5TINR APRON. _ _ ~ ~ ~ ~ ~ ~ ~ STRUCTION ~ ~
~ ~~,r, 9 ~~w...a..~_~....,.,MV v,. ~ ~e. ~..o_..{ k.~.~ a ONSTRUCTION . .v~; TYP. EXISTING HANGAR w. , ~ q~ . .~.e BARRICADES ~RR1~A~D~ . ,~,..r
~ ~ TYP. ~ H I a3" 1'`` ( ) C-25 (SC EDULE } :REDUCE I ~ - ,o~ ~..„ro ° w ~ ~ ~ ~ ~ W.~~ , ) ,F~s
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TAXIWAY A ,v, ..m . . ~..a. ._.w.~v.r. . r ~~._r..,~ ~Y,..,_,. ,r.~~ K_.M.., T ..,vx., .,vM,. .v ,:t ~"~m ,„n. ~ ow«. ~..wv Mw.~,. ~ iF f (~.V 3~ ~ft ~ 3'~ a ~a~ EXISTINf~ Cfi~EEK ~5,~,,, ~J ~.~~~'a~
~ ~„w~.~ ~..r .~,~._,~.Y~M.~ , 1 - GS SMITHPORT
oe' GS SMITHPORT AZ MK ~ C-25 - t ~ ' ~ _ ~ ' ~ ~ (REEDY BRNCH) I ~ o~ k. 4 ~
N=651750.51 i= N-654048.61 EXISTING ~ I~ r~ E=2181975.40 t 47 k .w E 21„~1'4~41.59 VQ: PROPOSED TEMPORARY d , i t TAXIWAY..: ~A°' ° ~ '
4-BOX Q~ , L~V:=,,1313.1 T I ~ SAFETY BARRICADES ~ ELEV.=156.87
PAPI E ' ~o NWAY AF TY AREA ~h SCHEDULE II x x,; o EXISTING RU S E . Q. ( ) , Q=
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Ovsm A~3+w 4 q: f :aw ...uas..,.n.1...~e Vrc Y k x~`SF]iM,F1MYcs..:&Yk..ti+~, ~ X x,Tx ,SiE+ Fslo b Y1Wix a°"xW.xyx„v, 'tei;.a.?BaF. ,.wttHlwkA.Yd' 'yA '!Nk nY+,Sn uxvy :av~we,MtiukL;d`:.~2me J GXf ~G i.. A:w.s~a. .sa*n: ;vin Ra=^GkS ~ EXISTING~CNt~AY 3-~ X5,540 X~"T"OO~j" ~ ~ a ~ SAF'~ AR~~~' ° ~ ! ~ t~ k ~ ~ ~ ~ r ~ Pf{M~ENT~ , , ~ ~ ,
a.aJtlxt°uru.,ln..,,ti+~:W~u.,~.OF1dttu2~£&:aYM;>,uw? xY'cVUn'a.F .KC"a>M./vY ,Yx rlk?.,n++Yv:c".K, J. ]y. _.,rc. v"o.,MUxt.k 3,avn,a•:',. ,.._.w., wr...~ yr..4,..].f. rn t.. m, n.. ws, ~...0.* n a.: ,.:W,RD w5.:3m~u a..r.. rrk.. mYf~.nr~ hX`+re.:SSr...aht.s ~N+'a3. 4i 1At,nr ~.,°awur~suvr-,~,,yv~.~..u ,.~x,uavw °.~an.,~,,..;. mss:., ~,_.~au..v-,.,.waryreN~r ~mm 3 S"s ~ ,'V, VL4U 1 .~d d ~ ~ ~ ar n~. 6' n P~ .ice * /,a~ ' ~.c' N x'' * F
1046 ~ ~ ~ ~ ' ~ ~
' RUNWAY 4 ~ ,~r ~~s ~ ~ ~ ~ ~ r~.,.~..,'1kiSTING . ~ ~ . ~ . ® ~ ~ ~ ~ ~ ,y R WETLAND `r° ' ~ v CLOSURE C-2 ~ ' ; ~ ~ ~ ~w~.N ' f
EXISTING p.,,., EXISTING ,RUNWAY SAFETY AREA C-25 EXISTINI EXISTING CROSS ~ ~ BOUNDARY ~s to
s , er, s ~ ~ ~ 4 B0. 4-BOX ~ P ~f ' r
. . w F ~..r SCHEDULE I PAF ee aJ Y i i yA , f''w~sw,~ti.Q `4 f ~y.....u.M' ~ 91'46' h , e i~
i' 'ql r ~n EXISTING WINDCONE - , ~ _ .5;, € WiNDCONE EXISTING ~,F..,
+3 ~ AND SEGMENTED . ~ti SEGMENTED _TLAN
CIRCLE CIRCLE ~ _ W ~ tom.
CO T CTIO h GENERAL ORDER OF N w., u~ ~ cE °n,~ t 1" i x
. a' ~ y
t. THE CONTRACTOR SHALL . „a ~ r ; .w
,t , ~ . e ~ 4 ~.6..
1. MOBILIZE AND IS ENCOURAGED TO DELINEATE THE CONSTRUCTION ~ a° ~ Y PROPOSED ~ ~ ~ ~ r`~~
AREAS V~TH SURVEYQR S FLAGGING, OR OTHER SUITABLE MEANS, tt ~ ~ : ~ ~ ~ " ~ BORROW AREA - a _ , ~ ti
NTI Y THE SAFETY AREAS TO HIS PERSONNEL. y, ~ , ,y~ ~ . TO CLEARLY ODE F , , r ~ n , a - ~ - HAUL ROUTE
. 2. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE, DELINEATE ,
T ING AREA AND INSTALL SITE EROSION AND SEDIMENT ~ ~ ~ £ „ ~'~e THE S AG - ~"'k
CONTROL MEASURES AND SAFETY FLAGS, BARRICADES, GATES, " r 7'.
y , ETG, FOR THE PROPOSED WORK, ~ BORROiN °4 'AR1=A ~ y. LEGEND
~ , ~ ~ t z , F , s., t;~ ~ r s
3. BEGIN WORK ASSOCIATED VNTH THE CORPORATE AREA ' ° ~ ' DEVELOPMENT, INCLUDING GRADING, DRAINAGE AND ASSOCIATED `p . , ~ .r ~ , i r k SYMBOL DESCRIPTION
r WORK, . , 3 EXISTING CREEK
~ - ~ ~ x s~ m~~ - (REEDY BRANCH)
4. COMPLETE WORK ASSOCIATED WITH THE CORPORATE AREA , . ~ ~ , ~r 1° ~ PROPOSED SAFETY BARRICADES
{ DEVELOPMENT, . ~w ~
,r~~ (//,1 " ~~'4~ PROPOSED CONTRACTOR STAGING AREA ;i 4z 0 ~y'
WITH E RUNWAY SAFETY AREA RSA ~ 5. BEGIN WORK ASSOCIATED TH ( ) ° , , ~ ~ ~ ~ ~ . w~<ti,~, IMPROVEMENTS. . . t ~ a f ).J,
E ~'y A F
6< COMPLETE WORK ASSOCIATED WITH THE RSA IMPROVEMENTS. = +~`~j~ ° ° ° GE PROPOSED HAUL ROUTE
" PIPE OUTFALLING INTO ®10-RETENTION AREA SHALL BE 7. 15 ' , oM CONSTRUC110N ENTRANCE
SEALED OFF COMPLETELY UNTIL PHASE I GRADING IS COMPLETED. ..~~~"°~"°F.~
h, 4M, S e
ti , . s.r..,. £r~ ° - s~ - ~ - s~ PROPOSED SILT FENCE
' ° ' ° ' EXISTING RUNWAY/TAXIWAY SAFETY AREA
GENERAL SAFETY E BREMETe CONSTRUCTION SCHEDULE
- ~ ° °°°°w EXISTING AIRPORT PROPERTY LINE
THROUGHOUT THE CONSTRUCTION PROJECT, THE FOLLO~NG SAFETY AND DURATI CALENDAR DAYS TASKS AS OC1A D STAGE ( ) S TE
OPERATIONAL PRACTICES SHOULD BE OBSERVED: ENTIRE AIRPORT OPERATIONS A (AOAj WILL REMAIN
T, ANY UNAUTHORI PERSONS MUST BE RESTRIC FROM ENTERING ACTIVE. TASKS INCLUDE Ct CNG AND GRUBBING, ~~.~.w_u.~.° ~~,y; .,,ww.~..._.,~.w EXISTING OVERHEAD ELECTRIC
OR REMAINING IN AN AIRPORT OPERATIONS AREA THAT WOULD BE GRADING OPERATIONS, DRAINAGE INSTALLATION, AND SCHEDULE l ~ 1130 DAYS
HAZARDOUS. ASSOCIATED EROSION & SEDIMENT CONTROL EXISTING WETLAND BOUNDARY
INSTALLATION ~ MONITORING FOR THE EXTENDED RUNWAY L~~a„~~N~,.~
2. CONSTRUCTION THAT IS WITHIN THE SAFETY AREA OF AN ACTIVE SAFETY AREA ERSA
RUNWAY, TAXIWAY, OR APRON THAT IS PERFORMED UNDER NORMAL AY ~ - OPERATIONAL CONDITIONS MUST BE PERFORMED EN THE RUNW , „ „ ; ~ - ~ ~ , ~
TAXIWAY OR APRON IS CLOSED OR USE-RESTRICTED AND INITIATED TAXIWAY A WILL BE RESTRICTED VIA NOTAMS & ~ I , GRAPHIC SCALE
' CONTRACTOR SHALL WORK ON APULL-BACK STATUS AS ONLY tMTH PRIOR PERMISSION FROM THE AIRPORT MANAGER. s ~ ~ = ;1 a
OUTLINED IN FAAAC 150i537EY-2E, CHAPTER 3. TASKS F~ f~, ; INCLUDE GRADING OPERATIONS ASSOCIATED WITH THE ~ `,~'r I i' ~
3. THE FBO MANAGER, OR OTHER DESIGNATED AIRPORT ~ , ~
REPRESENTATIVE MAY ORDER THE CONTRACTOR TO SUSPEND SCHEDULE Il 130 DAYS PAVEMENT CONNECTION AREAS. REQUIRED DEMOLITION ~ 1 . , WILL ALSO BE PART OF THIS SCHEDULE. PARTIAL CLOSURE s ~ - OPERATIONS; MOVE PERSONNEL, EQUIPMENT, AND MATERIALS TO A „ ~ z ~ ; ~ ~ , R
SAFE LOCATION; AND STAND BY UNTIL AIRCRAFT USE IS COMPLETED, OF TAXIWAY A WILL BE REQUIRED FOR 48 HOURS OF THE s ; ~ ~ ~ =zoo
ARY 00 ALLOTTED CALENDAR DAYS FOR DRAINAGE RELATED ~ WHEN NECESS
WORK.
P , ~ ~ l~ ~z+ 3. THE CONTRACTOR SHALL PLACE RUNWAY CLOSURE CROSS AT THE G, ,~,,J, 3®
BEGINNING OF EACH WORKING DAY. CONTRACTOR SHALL REOPEN
RUNWAY AT THE END OF EACH WORKING DAY FREE OF ANY r i. OBSTRUCTIONS OR EQUIPMENT.
Ale- PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOVM r SUITE 110 Al ERSA DRAVM BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS .RSA AND CORPORATE AREA DEVELOPMENT ~ C-2
MRB JUNE 2009 [phone] _ BIDDING FOR THE CONSTRUCTION SAFETY PLAN
APPROVED BY PROJECT NUMBER ~h f DP 60324.00.CA~'`~'' ~L Office Locations: JOHNSTON COUNTY AIRPORT _28
CONSTRUCTION community Infrastructure consultants North Carolina Georgia REV. N®~ DESCRIPTION DATE FILE NAME PLOT DATE Carolina RECISIONS uck
South Kent RECORD DEG. SMITHFIELD, NORTH CAROLINA

~ GENERAL NOTES CONSTRUCTION JCTI MAINTENANCE AND LEGEND
FACILITIES MAI 1. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED OUTSIDE OF THE 22. CONTRACTOR USE OF AIRFIELD PAVEMENT SHALL BE LIARITED TO LOADINGS .S MATTE ANCEa
SYMBOL DESCRIPTION
~t CONSTRUCTION AREAS. ALL LOOSE MATERIALS MUST BE KEPT l~JITHIN THE AND REPETITIONS THAT WILL NOT DAMAGE THE PAVEMENT. THE ~ BEFORE BEGINNING AN LIMITS OF DISTURBANCE. THE CLEANUP OF THE AREAS OUTSIDE THE CONTRACTOR. AT HIS EXPENSE, SHALL REPAIR ANY DAMAGED PAVEMENT TO INNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR PROPOSED SAFETY BARRICADES
UGH THE AIRPORT OPERATOR, GIVE NOT6CE (USING THE
eg BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION. NO LOOSE MATERIALS THE SATISFACTION OF THE OWNER IMMEDIATELY. MUST, 1HROUGH THE AI THAT COULD BLOW INTO AIRCRAFT OPERAl10NS AREA SHALL BE ALLOWED IN NOTICE TO AIRMEN (NO THE CONSTRUCTION AREA. 23. PRIOR TO THE CONTRACTOR LEAVING THE JOB SITE EACH DAY, HE SHALL 11ME, AND DATE OF C0 y~ TEST AND VERIFY THAT THE EXISTING LIGHTING AND ELECTRICAL SYSTEM IS COMPLETION OF WORK ~ 2. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR FULLY OPERATIONAL. STANDARD CONDI110NS, AIRMEN (NOTA) SYSTEM) OF PROPOSED LOCAl10,
SATE OF COMMENCEMENT OF CONS UCTIO, UPON f°~x ; ~ PROPOSED CONTRACTOR STAGING AREA
OF WORK AND RETURN QF ALL SUCH AREAS TO
®ONDlTIONS, THE CONTRACTOR MUST, THROUGH THE
ADDITIONAL WORK ADJACENT Td AND WITHIN THE WORK AREA COVERED BY AIRPORT OPERATOR, VE ERATOR, VERIFY THE CANCELLATION F ALL NOTICES GE PROPOSED HAUL ROUTE
~~j~ THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WI1FiIN THE LIMITS 24. LOW-LEVEL SAFETY BARRICADES SHALL BE SECURED F10T MORE THAN 15' ISSUED VIA THE PJOTAM THE OTA SYSTEM. THROUGHOUT THE DURATION OF
.~q~ OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO C-C APART ACROSS AND ALONG THE PAVEMENT EDGE, WHERE NOTED, THE CONSTRUCTION PR $m AS NOT TO INTERFERE NMTH OR HINDER THE PROGRESS OR THE COPAPLETION WHERE WORK ABUTS ACTIVE RUNWAYS, TAXIWAYS, AND RAMP AREAS. THE UCTION PROJECT, THE CONTRACTOR MUSTa ~ PROPOSED CONSTRUCTION ENTRANCE 1,
OF THE WORK BEING COMPLETED BY O1HER CONTRACTORS. THE BARRICADES SHALL BE ATTACHED TO THE EXISTING PAVEMENT 8Y MEANS OF
CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE NNTH WIRE STRAPS AROUND lHE BARRICADES AND ANCHORED TO THE P,4VEMEPlT t. BE FAPAILIAR WITH IILIAR WITH AND UNDERSTAND THE SAFETY - SF PROPOSED SILT FENCE
EACH OTHER AS REQUESTED BY THE ENGINEER. ANY ADDITIONAL EFFORT WITH NAILS OR OTHER APPROVED MEANS. 11-IEY SHALL BE ANCHORED IN PROCEDURES AND )URES AND HAZARDS DESCRIBED IN AC ISO/5370-2E,
~y OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CON1FtACTORS SUCH A MAPINER AS TO PREVENT AIRCRAFT BLAST FROM OVERTURNING THEM. OPERATIONAL SAF SHALL BE INCIDENTAL T9 THE PROJECT AND NO SEPARATE MEASUREMENT THE CONTRACTOR SHALL MAINTAIN THE LIGHTS AND BARRBCADES TO AN i~OAL SAFETY ON AIRPORT DURING CONSTRUCTION. w°.w.,_. ~ .._w. EXISTING RUNWAY/TAXIWAY SAFETY AREA
~ OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SEC1101J 50 OF OPERABLE MAPINER FOR THE DURAl10N OF THE WORK, AND REMOVE THEM 2. CONDUCT ACTIVITI ~ THE GENERAL PROVISIONS. UPON COMPLETION OF THE WORK. ANY DAMAGED PAVEMENT SHALL BE STANDARDS CONT ~ RESTORED TO ORIGINAL CONDITION. BARRICADES WILL BE FURNISHED BY 1HE REFERENCES THER 3. THE CONTRACTOR SHALL PROVIDE STRICT SECURITY FOR ALL PERSONNEL AT CONTRACTOR. uT ACTIVlT1ES 50 AS NOT TO VfOLATE ANY SAFETY
~RDS CONTAINED IN AC 150/5370-2E OR ANY OF THE -"'n'°°~° ~'°M"` EXISTING AIRPORT PROPERTY LINE
;NCES THEREIN. N.._~_ ,...~~,~..._,a....., .._..~M..~r EXISTING WETLAND BOUNDARY LINE
1HE S~'fE AND TO TRUCK DRIVERS HAULING MATERIALS AND EQUIPMENT. 3. INSPECT ALL CON g~ ANYONE FOUND IN RESTRICTED AREAS OR CROSSING ACTIVE RUNWAYS, 25. THE CONTRACTOR SHALL, UPON COMPLETION OF ALl WORK, RESTORE ALL AS NECESSARY T TAXIWAYS, AND RAMPS, WILL BE PROMPTLY AND PERMANENTLY REMOVED HAUL ROUTES, STAGING AREAS AND ANY AREAS DAMAGED BY CONSTRUCTION T ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN ''>ESSARY TO BE AWARE OF CONDITIONS.
4'~µllz EXISTING POWER POLE
TLY TAKE ALL ACTIONS NECESSARY TO PREVENT O
FROM THE JOB. ACTIVITY. THE RESTORAl10N SHALL BE PERFORMED AS DIRECTED BY THE 4. PROMPTLY TAKE s€ ENGINEER. NO SEPARATE PAY ITEM IS PROVIDED AND ANY ASSOCIATED REMEDY ANY UNS 4. AT NO 11ME WILL THE CONTRACTOR'S MEN OR EQUIPMENT BE ALLOWED IN COST SHALL BE INCIDENTAL TO MOBILIZATION. AS SOON AS THE THE TERMINAL OR AIRCRAFT PARKING RAMP AREAS EXCEPT IN THE AREAS ~ ANY UNSAFE OR POTENTIALLY UNSAFE COND1110NS EXISTING RUNWAY/TAXIWAY LIGHT
)N AS THEY ARE DISCOVERED,
' EXISTING DROP INLET
IMMEDIATELY ADJACENT TO THE PROJECT WORK AREAS. 26. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UilllilES AND FACILJTIES Q.E. AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE 8Y
~Y AND TAXI AY SAFETY AREA A A TSAR .-~,::w.vs ~x~~~r ~vw.~~ EXISTING STORM oRAINAGE PIPE
5. 1HE CONTRACTOR SHALL PROVIDE FOR EMPLOYEE PARKING WiIHIN OR EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL Ul1UTY RUNWAY AND ADJACENT TO HIS STAGING AREA. ONLY AUTHORIZED VEHICLES WILL BE AND FAgLITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING
ALLOWED INSIDE THIS DESIGNATED AREA. AT THE END OF EACH WORK DAY, CONSTRUCTION. 1HE LOCATIONS OF EXISTING UNDERGROUND Ui1LIl1ES ARE
THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY ~.....u,M,...'~~`~.`. ~ EXISTING CONTOUR
IN THE APPROVED STAGING AREA UNLESS OTHERWISE REQUESTED BY THE VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL A RUNWAY MUST BE Y MUST BE CLOSED/PARTIALLY CLOSED IF CONSTRUC110N ACTIVITY WILL
CONTRACTOR AND APPROVED BY THE ENGINEER. DETERMINE THE EXACT LOCAitON OF ALL EXISTING UTILITIES BEFORE OCCUR WITHIN THE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ACTIVITY WITHIN THE THIN THE RSA (SEE AC 150/5370-2E FOR EXCEPTIONS). CONSTRUCTION ~ 523.47 PROPOSED SPOT ELEVATION
WITHIN THE TSA/ODSTACLE-FREE ZONE 8S PERISSIDLE WHEN THE TAXI AY
6. EQUIPMENT NOT IN USE SHALL BE PARKED IN THE CONTRACTOR'S STAGWG ALL DAMAGES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. IS OPEN TO AIRCRA AREA OR IN AREAS DESIGNATED BY 'THE RESIDENT PROJECT 1HE AIRCRAFT AND REPRESENTATIVE (RPR). 27. NO HERBICIDES ARE TO BE USED WITHIN WETLANDS, STREAM CHANNELS, OR CONDITIONS ARE C0 50' STREAM BUFFERS. EFFECT FOR THE AC 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERPAITS, 1HE NOTAM SHOULD TO AIRCRAFT TRAFFIC IF ADEQUATE WINGTIP CLEARANCE EXISTS BET E
aAFT AND E IPENT~ ATERIAL; EXCAVATION, TRENCHES, OTHER 542,00 PROPOSED CONTOUR
JS ARE CONSPICUOUSLY ARKED AND LIGHTED; AND LOCAL NOTA S ARE I
OR THE ACTIVITY (SEE AC 150/5300-13 FOR WINGTIP CLEARANCE REQUIRE ENTS.) II EXISTING PIPE TO BE REMOVED
AT PERSONNEL AND E UIPMET ARE WORKING ADJACENT ~~...I :.~~;:r I ;w~'~~~~ I I ~ SHOULD STATE TH Q
LICENSES, ETC. REQUIRED BY LOCAL„ STATE. AND FEDERAL AGENCIES. TO TAXIWAY °A".
EXISTING TREE LINE
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING HIS WORK WITH PROCEDURES U E F PROTECTING AY EDGES
THE LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPAl10NAL PROPOSED ROCK PIPE INLET PROTECTION
SAFETY AND HEALTH ADMINISTRAl10N (OSHA). LIMIT CONSTRUCTION ISTRUCTION TO NO CLOSER THAN 200 FEET FROM E RUNWAY CE RLIE,
NE RUNWAY IS CLOSED OR RES ICTED TO AIRCRAFT EAlIONS REQUIRING PERMANENT SEEDING (ALL AREAS
9. ALL REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2E, UNLESS THE RUNWA "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" SHALL BE , A LESSER STANDAR Fo~~owEO ouRiNC coNSrnucnoN. CONTRACTORS HAUL ROUTE/STAGING AREA: PREVENr PERSONNE 10. THE CONTRACTOR SHALL GIVE WAY TO AIRCRAFT AT AlL TIMES. PARAGRAPH-306, F t. YHE ACCESS POINT TO THE PROJECT SITE SHALL BE AS SHOWN IN THE PLANS. ALL GATED STANDARD RSA THAT IS EQUAL TO THE RSA RVAIL LE DURING CONS UCTION. PS WITHIN LIMITS OF DISTURBANCE)
PERSONNEL, MATERIAL, AND/OR EQUIPMENT, AS DEFINED IN AC 150/5300-13, ~ CLEARING AND GRUBBING AREA (OUTSIDE
PH-306, FRO PENETRATING THE OFZ. ~ WETLAND)
ATE CONSTRUCTION ACTIVITY WITH THE AIRPORT MANAGER ROUGH THE 'fin CLEARING AND GRUBBING AREA (BUFFER
it. WORK INVOLVING ACCESS TO THE AIRPORT SHALL CONF9RM TO THE AREAS MUST BE MONITORED BY A GATE GUARD DURING ALL CONTRACTOR OPERATIONS. IF IT COORDINATE CONSlR PROJECT REPRESENTATIVE, ZONE 1)
REQUIREMENTS OF THE N.C.D.O.T. °MANUAL OF UNIFORM iF2FlFFIC CONTROL IS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE (RPR) THAT THE CONTRACTOR'S RESIDENT PROJECT DEVICES FOR STREETS AND HIGHWAYS" LATEST VERSION. THE HAULING OPERATIONS ARE CAUSING EXCESSIVE DAM,4GE TO ANY GATES OR PAVEMENT AREAS, CLEARING AND GRUBBING AREA (BUFFER
ZONE 2)
CONTRACTORS SHALL PROVIDE THE REQUIRED WARNING DEVICES, FLAG MEN, TME CONTRACTOR SHALL CONSTRUCT, AT HIS EXPENSE, ADDIiIONAI ACCESS GATES
ETC. FOR 1RAFFIC CONTROL. IMMEDIATELY ADJACENT TO THE EXISI7NG GATES. HE SHALL MAINTAIN THE NEW ACCESS POINTS AND PROVIDE THE AFOREMENTIONED GATE GUARDS AT THE LOCAl10NS AND SHALL PROPOSED LIMITS OF DISTURBANCE
12. CONSTRUCTION ACTIVITY NATHIN THE PROPOSED LIMITS OF DISTURBANCE ASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESE GALES.
REQUIRES COORDINATION WITH THE RPR. NO ACTIVITY SHALL OCCUR 2. 7h~E CONTRACTOR'S STAGYNG AREAS ARE SHOWN ON THE SAFETY PLAN. ALL COSTS
CLOSER IRAN 79' TO ANY ACTIVE TAXIWAY OR 150' TO ANY ACTIVE ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE(S) SHALL BE BORNE BY
RUNWAY WITHOUT COORDINAl10N WITH THE RPR, UNLESS O'fHERWISE NOTED. h{E CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED T0: CLEARING AND GRADING OF THE
13. THIS PROJECT REQUIRES CONNECTION TO EXISTING AND AC11VE TAXIWAYS. SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITf FENCING,
CONTRACTOR MAY WORK ON PULL BACK BASIS IN ACTIVE TAX~YdAY AREAS EROSfON CONTROL MEASURES AND RESTORATfON OF THE SITE AT PROJECT COMPLETION.
WITH APPROVAL FROM THE OWNER & RPR. CONTRACTOR SHALL MONITOR 3. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS
AIRPORT COMMUNICAl10NS FREQUENCY (923.0) WITH APPROVED UNICOPA OR AS APPROVED BY THE (RPR). NO OFF-SITE HAUL ROUTES ARE ANTICIPATED FOR THIS
RADIO(S). PROJECT. NO DEBRIS SHALL BE ALLOWED ON THE ROADWAYS OR AIRFIELD PAVEMENTS. THE
14. THE CONTRACTOR WILL BE REQUIRED TO 'TRANSPORT AND STORE ALL PAVEMENT SHALL BE CLEARED BY THE CONTRACTOR USING POWER BROOMS, SWEEPER OR
EQUIPMENT AND MATERIALS IN A MANNER WHICH WILL NOT DAMAGE ANY VACUUM EQUIPMENT. AS REQUIRED, TO KEEP THE AREA CLEAR OF ALL SOILS, CODS OR
EXISTING PAVEMENT, BUILDINGS, LIGHTS, SIGNS, ETC. ANY DAMAGE SHALL BE OTHER DEBRIS. REPAIRED BY THE CONTRACTOR, TO EQUAL OR BETTER CONDITION.
4. THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION-RELATED VEHICLES ON
15. 'THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE THE AIRPORT ENTRANCE ROAD SYSTEM EXCEPT AS SHOWN ON THE PLANS OR APPROVED BY
SITE AND HAVING FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS THE RPR. ALL DELIVERIES TO THE STAGING AREA SHALL BE VIA THE ESTABLISHED HAUL
PRIOR TO SUBMITTING HIS BID. ROUTE OR AS APPROVED BY THE RPR.
16. SHOULD ANY EXISTING ACTIVE WIRING BE CUT, SUCH SHALL BE REPAIRED 5. A REPORT OF THE BEFORE AP1D AFTER CONDITIONS OF ON-SITE HAUL ROUTES SHALL BE
QN A MANNER APPROVED BY THE ENGINEER) AND LEFT IN OPERAT11J6 PREPARED JOINTLY BY THE CONTRACTOR AND THE RPR. FENCING, DRAINAGE, GRADING AND
CONDI110N AT NO ADDITIONAL COST TO THE OWNER. TEMPORARY HAUL ROUTES OR ACCESS POINTS ON iME AIRPORT WILL BE THE CONTRACTOR'S
RESPONSIBILITY AND SHALL BE APPROVED BY THE RPR PRIOR TO COMMENCING THE WORK.
17. EXISTING DUCT INDICATED ON DRAWING CONTAINS EXISTING RUNWAY AND/OR ALL ACTIVE ON-SITE FAA ROADS TO FAA FACILITIES SHALL REMAIN OPEN AND MAINTAINED
TAXIWAY WIRING. CONTRACTOR SHALL USE CAU110N WHEN EXCAVATING AT ALL 11MES. THE CONTRACTOR SHALL LIMIT LOADS TO PREVENT DAMAGE TO EXISTING
NEAR DUCT OR WHEN INSTALLING NEW CONDUCTORS IN DUCT SUCH iHloT PAVEMENTS.
NO DAMAGE TO THE EXISTING CONDUCTORS OCCURS. 6. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE
18. ALL SALVAGEABLE MAlERIAI SHALL REMAIN THE PROPERTY OF THE OWNER. RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL
STORE ON SITE AS DIRECTED BY RPR. ROUTE.
19. EXISTING UNDERGROUND WIRING IN THE VIGNITY PRIOR TO TRENCHING. 7• THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL AIRPORT SERVICE
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ANY EXISTING ROADS TO THEIR PRE-CONSTRUC710N CONDIitON WHERE SUCH ROADS ARE USED BY THE
WIRING. CONTRACTOR FOR HAULING OPERATIONS. 1HE CONTRACTOR AND THE RPR SHALL JOINTLY DETERMINE THE EXISTING CONDITIONS AS A BASIS FOR THE RESTORAitON REQUIREMENT.
9'
20. EXISTING DUCT BANK LOCATIONS SHOWN ARE APPROXIMATE. CONTF2ACTOR ~ m r ~ _
TO VERIFY EXACT LOCATIONS ON JOB SITE. 8. THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAUL ROADS TO 'THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHW9ENT OF TURF. ALL HAULING
~ I I l~ ~ T :.51
21. THE CONTRACTOR SHALL MAINTAIN THE EXISTING RUNWAY AND TAXIWAY ALONG OR CROSSING THE AIRPORT AND STATE ROADS SHALL BE ACCOMPLISHED IN
EDGE LIGHTS, BEACON, AND WINDCONE OPERATIONAL FQR USE IN ADVERSE ACCORDANCE WITH THE NORTH CAROLINA DEPARTAAENT OF TRANSPORTATION STANDARDS AND
WEATHER CONDI710NS AND AT NIGHT. SHALL BE COORDINATED BY AND ACCOMPLISHED 8Y THE CONTRACTOR. ALL COST FOR CONSTRUCl1NG, REMOVING AND RESTORING OF HAUL ROADS REQUIRED FOR THE COMPlE110N
OF THE WORK SHALL BE INCLUDED IN THE "MOBWZAl10N" ITEM OF WORK.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE ERSA AN r
SUITE 110 L CRT AS SHOWN ANM BY PROJECT DATE x J I k7 COLUMBIA, SC 29223 APPROVALS ',SA AND CORPORATE AREA DEVELOPMENT
($03) 786-4261 MRB JUNE 2009 F1 BIDDING FOR THE NOTES GENERAL JOHNSTON NT AIRPORT 2 8
APPROVED BY PROJECT NUMBER 1,~ s r 0 J r [ , L "-I Office Locations:
DP 60324A0.CA FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION
REV. NO. DESCRIPTION DATE South Carolina Kentucky SMITHFIELD, NORTH CAROLINA
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REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia
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RSA BASELINE STA: 15+24.10
o OFFSET: 307.23 R r,.. r~ b p `
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STATE PLANE POINT NAME DESCRIPTION
COORDINATES D
ONCRETE MONUMENT ~ ^ ^ - -
N: 650467.50 GS JNX B E.2180158.91 W/DISC
• ONCRETE MONUMEN _ GS SMITHPORT N.65175O.51 ~ - ~ ® n
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PRO~CT CONTROL POINT INFORMATION
CONTROL POINT NAME BASELINE NORTHING EASIING GS SMITHPORT AZ MK GS S PORT r
CP 1 4888.99 2182444.57 N=6 .51 # RSA 65 N=654048.61
E=2 . 9 E=2181975.40 e
CP 2 RSA 656268.74 2183033.04 ~ ELE . 13 1 k ELEV.=156.87' o~ o
CP CORPORATE AREA 652542.24 2181009.35 9 B
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CP#4 CORPORATE AREA 653830.14 2181558.26 _
_ CP CULVERT 655361.02 2182084.44 ° 1~ D O 0 0
0 0
CP~6 CULVERT 655218.89 2183175.22
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PROJECT BASELINE INFORMATION e ~®®o~i°
BASELINE NAME LENGTH BEARING CP~1 CP#2 CP~3 CP#4 CPS CP#6
r s ~ GRAPHIC SCALE PROPOSED RSA BASEUNE 1,500 N23'05 55.00E 10+00 25+00
~o0 0 00 Sao ~ 400
CORPORATE AREA BASELINE 1,400 N23'O5'01.7O"E 50+00 64+00
PROPOSED CULVERT BASELINE 1,100' S82'34'33.00"E 10+00 21+00
( Ipt FEET
1 inch = 100 f~
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE 1 REVISED PER USACE & NCDENR COMMENTS CRT AS SHOWN SUITE 110 ERSA AN
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS SSA AND CORPORATE AREA DEVELOPMENT LZ- FOR THE RUNWAY SAFETY AREA
MRB JUNE 2009 AN [phone]
APPROVED BY PROJECT NUMBER so EDPI %'0.p.%vL KS(040.001FAIN BIDDING Office Locations. J OP 80324.OO.CA CONSTRUCTION JOHNSTON COUNTY AIRPORT LAYOUT AND STAKING PLAN SMI
REV. N0. DESCRIP11ON DATE FILE NOME PLOT DATE community infrastructure consultants North Carolina Georgia
olina Kentucky RECORD DWG. REVISIONS r BA e49 South Car bir. UMSE NO- E- THFIELD, NORTH CAROLINA

TsMS ~ ~ 4 n e.
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~ ~ k SITE WORK NOTES:
III d .'F"'Nz ~ ~4 1 '2 h 1.
'a • ; i ~ ~ ~rA~ t ~e~ ~ 1, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE
F.~ - ;fit Ph ; , " t. _ ~a o , t ~1~ ~ 1~ ~ AND FAMILIARIZED HIMSELF IMTH THE EXISTING CONDITIONS PRIOR TO
SUBMITTING A BID.
ZQ r S
2. THE CONIRAC'~OR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND FACILII1ES (LE. AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY
f N ~ .w. EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY
O F V s~=' AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO COMMENCEMENT OF
'E ,,*y CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
s~ APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER
.f ~a F .-l~ ` OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
_ A _ h EXISTING WETLAND LOCATION OF .ALL EXISTING UlILf11ES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. ALL UTILITIES AND
- ~ ~ LINE TYP. s~ P ~ ~ N ,.`>da r ~ V! ~N f M 3 S ! FACILITIES ARE NOT NECESSARILY SHOWN.
3~ f~*u ~;+y e ;
r ° ~ 2 Vp _ "0 T. 3. THE CONTRACTOR SHALL UTILIZE A LICENSED SURVEYOR FOR CONSTRUCTION
i ~~o s ~ ~ ~ ~ ° , Z~~ ~ ~~ALL Dt~1BLE R0~ OF TEMRORARY ° ~ ~ . _ RELATED STAKE-OUT REQUIREMENTS.
w SILT FENCES AROUND P(~OTECTED
~ ~~y ~IETLANf~~EA 5 FROM WETLAFtfD ~ ~ ~ ~ MP RAY i T ~ ° ~ ~ TE 0 R S L 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL DISTURBED AREAS AND DEWATER AS NECESSARY.
8 . , B~iUNDARY AND 3 SEPARATION qq~ FENCE (TYP) ~'Y N I T NOE ROWS
.m~~,.w w,...... BETWWEE S L FE - • y ~w. bl~~ >r~ ~ a IT F A IN _ ~ ~ ~ ~ LIM S 0 CLE R G 5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL
~ ~ ~ t ARE, OF WETLAND ~ :w~ • ~.-~w ~ AND GRUBBING v . ~ rt ~~,~v a.~ ,,A p~.~ ~ . p,.~ PTO BE PROTECTED N ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO PRE-CONSTRUCTION
I1`OUTSIDE WETLA DS11 CONDITIONS WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND
F~~ ~ SEE NOTE 7 Ti~~S `SHEET ~ o ~ _ 0,'"~, may ~~fOR°°-tJNDISTURBE ~ ° MULCH ALL DISTURBED AREAS PER THE PLANS AND SPECIFICATIONS. THERE
~a~ m~'"~ BEGIN PERMANENT DITCH ° WETLAND AREAS _ A~ ; WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE CONSTRUCTION LIMITS, APPROVED STOCKPILE LIMITS OR APPROVED
r :fir 3 1 w ~`1 . . ~ ~ ~r - N=653961.6167 HAUL LIMITS.
vw ? y ~ E=2180590.7348 SEE P~R'OTEG°TED ~ ~ r ~ ~,a~~ , y~ z ' ~ , , ~
WETLAND AREA .INSET' ° n~ w ~ w - ~ ~ v~ ° 6. THE CONTRACTOR WILL BE REQUIRED TO TRANSPORT AND STORE ALL
THIS SHF1=T FAR r °.~z EQUIPMENT AND MATERIALS IN A MANNER WHICH WILL NOT DAMAGE ANY
STAKING IP~~ORMAT~ON ~ °m~ ° ~ ~ ' _ ° . ~ ~ PERMANENT GRASS LINED awm.~ w _ EXlS1ING PAVEMENT, BUILDINGS, SIGNS, LIGHTS, ETC. ANY DAMAGE WILL BE
P e t ~ , + ~ ~ DITCH TO BE INSTALLED REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE CONTRACTOR SHALL KEEP ACCESS ROUTES CLEAN AND FREE OF LOOSE DEBRIS FROM
r~ r ..L~ 'LL. + + r° ~ ° ~ PRIOR TO CLEARING AND CONSTRUCTION MATERIALS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE
ti~ . ;a GRUBBING OPERATIONS x ~ ~ f + + ~ FOR DAILY CLEARING OF ALL DEBRIS FROM PAVEMENTS TRAVERSED BY
_ ~ °a BW=3 s ` _ + + + ~ ~ ~ ~ CONSTRUCTION EQUIPMENT.
,,m ~ ' + ROTECD ~t , ~~SS-3:1 °k 3 ~ _ ~ ~ ~ : ~ ~ ~,~,h y y f c~ '°,0.0060 FT/FT
s, ~ ~ ~ + + ~",4ND 7. ALL UNIMPACTED WETLAND AREAS SHALL BE MARKED BY MEANS OF FLAGGING,
° k °A..4N'Y". ~ 5 ~ wm" l q,,,'' d + _ ate. FENCING OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL NOT ENTER THESE AREAS FOR THE DURATION OF THE CONSTRUC110N PROJECT.
~d ~ + + ~ ,
a CONSTRUCTION SEQUENCE:

~ ~ ~.w , t ~ ~ a~.. v y ' 9 ~ 7 5 "G 1. CLEAR ONLY AREAS NEEDED TO INSTALL PERIMETER EROSION CONTROL
b ~~~rt ~^*2 x E. d f c r 9 t ^ ~ ° MEASURES AND WETLAND PROTECTION FENCING.
i. = 5 _ , Ai .Mq r u ~ i ~ P'~OPOSEb LE ING A1'~D ° e . _~_w.h_~ 2. INSTALL PERIMETER EROSION CONTROL MEASURES.
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~ I ~ ~ ~ ~ . RIPAR ANS. A D i PACT ~ ~4-°,~ 3. INSTALL SILT FENCE AROUND WETLAND AREAS.
W ~ t ~ ; ~ PROPOSED : ~ _ b ~ ~ ~ ~ AREA,y1~..51 CRES.`~, ~ _ ~ ~ f ~ , `°e,.,~ ,
~ ` ~ ~ ~ ~ TREE TL~ND~ o ~ s, ~ ~ -t ~ ~ . p~ ~-~y <z 4. INSTALL PERMANENT GRASS LINED DITCH AND TEMPORARY SEDIMENT BASIN ~1 b k ~
f ~ ~ PROTE TI01~ # t ` ~ ~ .q...~ .
r ~ ~ ~ 5. INSTALL TEMPORARY DIVERSION DITCH. ~ ~
- ~ ~ ~ ~ ~ ENS-AMA ENTa .~Tt~ 5 E / ~ ~ 6. CLEAR AND GRUB SITE
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GRAPHIC SCALE PROTECTED WETLAND AREA
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1 inch = 100 ft.
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOWN SUITE 110 RSA A [ DRAYM BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS ZSA AND CORPORATE AREA DEVELOPMENT CORPORATE AREA CLEARING AND C-6
MRB JUNE 2009 P.&Nw damft~ [phone] FOR THE GRUBBING, DEMOLITION, AND
APPROVED BY PROJECT NUMBER WD1%m0rM0%%w0 I V BIDDING (P Office Locations: J( JOHNSTON COUNTY AIRPORT INITIAL EROSION CONTROL PLAN -28
DP 80324.OO.CA CONSTRUCTION REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia
REVISIONS South Carolina Kentucky RECORD DWG. NC U No. F-- 037A SMITHFIELD, NORTH CAROLINA

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FC1 O~ ~ ~ CONTRACTOR RIPARIAN WETLAND ~
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= Y : . ~ + ~xs w ;
• » 000 ` 2 $ ~p,_ ~ ,g r, a~ f , ~ H ~ ~ n ~ P ~ ~ ~ x,• ~ ~ ` l EXI= TANG 30 RIVER 2N t GAVEL ~ ` k ~ ~ ` t G~2 CONSTI~t~~TION' ~ r~~ ~ F ~ ' ` ` ' SITE WORK NOTES•
rcor3 ~ € ~ ~ ~ t ~ ~ # ~ , ~ ~ ZONE 1) a s, xPt E j ~ as
i a s' y. ~r'~ 4 s 2 g ; I } r ~ 4 ~ ~ a r ~ _..t ~ @ a, ,r" ~ ~ 'z~; - E` ~ '4, ~ t~ F k~ s ! z t ~ ~ ~ t f ~ fi. ~ f/ ~~~pp R ~ 3 ~ ~ 4 p° i :e ! w ~ f' ~ q~. .t j _ .t"'~'. t ~„"g :f l per, ~ s,,,.,. ve t -u. d r =3 ! ~P bUr 9f1 Y' ~ X4 Y~ f $ e~= :
} t~ t i ~r g 'x ~ g a,~ >E :~d a:.l aA'. R'y ~ .r~ < .;t:.~`~l k ;n` } ^u z " t w 3 . _ _ ~ . ~ r ~ t ,c wc° .ash, . t g~,. -,w,_.,.,.,,,.v,...m,.~,......_ M.,~ E ~ / ,i .a z 'd, t s " ~ LL ~ , 5 ~ : 1. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE
° r .z f 4.0 t w~ "v 4 a x ~w` 'YC . e ~ ~ AND FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS PRIOR TO r A l k r ~ 1 Y a~ 3~ d
c r .r s ` 4 ~ ~ 9d 3~ r' ~ ~ ,..:ra a^ ~a.~,,,.,.Mem»,.,,yw °e.9.br" ~;,a.,.„.,. ,r F E ~ ~ w :r ; ~ ~ J-` ~ ? ~ ~ x ~ z v~,. ~ ~ x. ~ ~ ~ ST1NG RIVE ~ ~ ,,Gmy.,,. s_s r i - ~ ` ~ ~ ° ~ ~ ~ SUBMITTING A BID.
r " . g ?a ~ 4 ~ * j~ ~t pf _ g~, ".v2 4 ~ ,z. ~ J EVE ..~,..w ~ !~A~[ RE DY BRANL " ~ ~ , 1z ~ ~ ~ ~ ° 2. THE CONTRACTOR SHALL LOCATE AND PROTECT AIL EXISTING UTILITIES AND
P S ~~s } Y its ~S ! .:f~ER~~WIYI_ 7 I rg„ _ J ~ '~A e~. ~ $ 'E is € g J J 1 ,b; ',r CONTRACTOR ST~GINC~ ~ , ~ ~ ' £ ~ FACILITIES (LE. AIRPORT LIGHI1NG, NAVAIDS, ETC.) FROM DAMAGE BY
} z K z , AREA (~CHE,~iLE I) ~ayw 4 _ ~ _ ' . EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UITLITY : ~ ,
i a i ; ~ ~v . ~,~re£M'~ v~ ~ ' "0^^^a -AW`° x 2N ,.3`;u... T ~...,...Y ~a w.. _ ~ ; ; s~ } '`r ~a rP o° . - 4 ~ ' ' j ~ ~ ~'S 'y~ ~ ~ ~ ` T ` ~ t, ~ , ~ AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO GOMMENGEMENT OF"
f ~ „ m ~w . ~ ~ ~ ~ OPOS TEh ZOP©SED TEMPOf~AI~~( ~ 4" # I s ,t a ~ ' ~ y € CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
~ >*~x ~„~ti~ ,'2,~.~=" . ~ _ . E~ISTIN~'BUFFER °z ~ , I ~ ~ _ ~ x ~ ~ RIPARIAN RIPARIAN WE~'LAND'~ " ~ ~ 4 ~ ~ E~ : APPROXIMF,IE AND HAVE NOT BEEN INDEPENDENII~Y VERIFIED BY THE OWNER
~ EX STING FFEf~ ;a ~ IMPACT 0.1 4 , ~ _ I ~O(~E 3' 1; . ~ ' s <4 IMPACT 0.11 AGES ~ ~ ,=r ~ ~ OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT ~ ~ ~ ~ ~ LOCAl10N OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES
{ y ~ ~ 241 SF'' ~ ~ . ~ ~ ~ ed. 3~, 1 ) PROPOSED TEMPC I, ONE 1 , ~ ~ 'OSED~ 1~MPORARY Ec - j' ~ ~ ~ ~ z ~ ° K t TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. ALL UTILITIES AND
- ~ ~ ~ ~ r C;-21 ~ONT~ °24..9 SF ~ 3°~ , {p~~p~ p3j3YJ `~Jyppfl~~3~ y ; G~N4GTOR ~ ~ ~ . ~ ~ ~ , s p ~ ~ FACILITIES ARE NOT NECESSARILY SHOWN.
/ K , (wd bAf ko-iat'di ll. ry,. ~ % F. Y ~ ~ M F ) e ~ e E ~5 ~ 1~- WIDE HAU~..~ WIDE HAUL RI7UTE ~ ~ ~ ~ } ~ ~ , ,
E 7 s . ~ 1 EXISTING BUFFER ~ ~ ' ~ ~ ~ { IMPACT ,~4 ~ ~ ~ ; ^4 P~° ~ ~ z ~I~~ 3. THE CONTRACTOR SHALL Ui1LiZE A LICENSED SURVEYOR FOR CONSTR~iCTiON 5 r #
_ 'max ~ Pa ~ ZONE 2 f , 1~ ~ r i ~ ' ~ ~ RELAlEO STAKE-OUT REQUIREMENTS.
~ s ~ ~ 15 775 SF 'y F° ~ ' ~ s f 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL DISTURBED
t, ~ ~ ~ ~ ~ ;.4, f . zP ~ ? r ~ ~ ~ f r` s"~° AREAS AND DEWATER AS NECESSARY.
s't'.. ~"^w. ~ I I~NV`D;~ ~ g; ',t .F v.•t` ra: ~ } J~~~ . P . FAR ~ ° ` t ~ _ ~ ~ ~XISIING WET~~IND .
{p~`~, ! ~w t L ] 8 ~ , I P~ ~ o ~ r, ~v 6~Y;T ~ ~y _ _ : _ : ~ ~ .x~` ~ PROTECTIOiV~"`FAN ~ ING ~ J f ~ F~N~ING ~ y 5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL
t, wrao+~.«w~+.uw=.+numw.o~rv.nm.m ..vm+¢w~wo-woevsu..:awnr ..c.- . . " e..._ { ~Y,//}~~~~~, ~a` ~ '~~~WITH DOUB~ROW OF ~ ~ ~ ' ' - ~ GRADING LIMITS ETC. SHALL BE RESTORED TO PRE-CONSTRUC110N .~~R.OW OF ~ ~ ~ , ~ ' ~ ~ r•. ROUTES, ,
~ f T ~IPORARYsSII.T lENC ~ E E. ~ " " a,,6 " ~ CONDI110NS WI111 POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND SILT l:ENCE~s~ ~ ~'F ~ ~ ~
k, ~ 4 Lt f~ 3 s ~ '•r'' ^;ft. TYPE. ."s ? t i ' } e # J `"t"3 i t.,i ~ r i 5 C k~. , ? ~ _ ~-~e' ""z.i. ~y Y '~.w L. x+,. ~ P ' . ` ` E~ISl'NVG L,~CALIZEI~Y ~e` x~`'~-~-' ~ - MULCH ALL DISTURBED AREAS PER THE PLANS AND SPECIFICAITONS. THERE ~ ` `°x ~ Sy~p ~yµ " WILL BE NU MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED
i , ~ , g a .s, ....,o ; ~ v - ~ ~ . " ~ L' / ~ OUTSIDE -THE CONSIRUC110N LIMITS, APPROVED STOCKPILE LIMII~S OR APPROVED
_ t f 3 i d ~ , 3 r i as i, o'~ % w,„.~'- ) ; { ) e - ..,fir ~`~eo. -a..~.. ~ ' i { " HAUL LIMITS.
~ ~ X' y' i ~ . .~w<~ _ ~ , ~ 6, ~ ~ 'via. ' ` i f `ti~~ F s a
~ , . ~ / ` ~ ~ ~ ~ <f / . i ~ ~ _ ~ ~ ~ ~ ~ 6. THE CONTRACTOR WILL BE REQUIRED TO TRANSPORT AND STORE ALL
~`$f' A9 A# - ~ i ~'k, l ~ = \ \ - f~.13fYY4p !8!.1' r ~ ~ K ' a~ i a ~ a ~ ~ ~ ~ fr" % ~¢'F # ~ ~ ~ . EQUIPMENT AND MATERIALS IN A MANNER WHICH WILL NOT DAMAGE ANY i ,s ` ~ ~ EXISTING PAVEMENT, BUILDINGS, SIGNS, LIGHI~, ETC. ANY DAMAGE WILL BE
E ,t.,+..~n«~-~..,...-...,.a...-4p...».,.,.,,......,,,~"«~„~.,~,,.u...~„._.,. ~.<..va ~ ~....«.a.wr~.rmr.,~a?w+ ^v~`.,.,~._.M,. w.,:.,,:. ~ '4< ~ ~ ~ ~ ~ ~ h°~ # ~ ~ REPAIRED BY 1NE CONTRACTOR AT NO COST TO 1TiE OWNER. THE CONTRACTOR
f r II s e j JN' ~ '~<~',-.~F !KE .:i ~ i ~ .:.m v. „n u...P e. _ , r~.c..." ....:.er.,~ ~ .w..:aa.v... F. m e" q , . 4 tt EXISTING LOCALIZER CRITICA! AREA tR ~ 4 SHALL KEEP ACCESS ROUIT=S CLEAN AND FREE OF LOOSE DEBRIS FROM
, ~ . m:.~ i ,i ~ - t y a „ ~ , C } " ~ CONSTRUCTION MATERIALS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE ~I ? t 'S ~ a' ` ~ ' ~ x FOR DAILY CLEARING OF ALL DEBRIS FROM PAVEMENTS TRAVERSED BY
a i ~ ~ _ - ~ - ~ ` € ° y., r r new + ~F r:\,\ °,r" t 9 f a~yf
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ELIMI
FOR CONS
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISED PER USACE & NCDENR COMMENTS 7 28 09 CRT AS SHOWN SUITE 110 ERSA .RSA AND CORPORATE AREA DEVELOPMENT RUNWAY SAFETY AREA C-7
DRAVN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS MRS JUNE 2009 [phone] FOR THE CLEARING AND GRUBBING AND
APPROVED BY PROJECT NUMBER BIDDING
DP 80324.00.CA D I %-Cow K S %C)f N Office Locations: JOHNSTON COUNTY AIRPORT DEMOLITION PLAN -28
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE communlt Infrastructure consultants North Carolina Georgia CONSTRUCTION Y 00 Ae South Carolina Kentuck RECORD DWG. SMITHFIELD, NORTH CAROLINA
REVISIONS

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~ , ~ ~ ~ `°j _ '"INV. IN = 13.96' ~ ; ~ ~ Q
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A ~ , ~ ; s, y ~ e a ~ ~ . ~ .a,~~$~. s ~ ~ I ~ , 137 E Y`. ~ t TOP ELEV. = 145.50
` ~ ~ ~ INV. IN = 138.00 (42)
e i , . ~ e. ' 34 -n, ~._~v ~ ~ t ; ~ ~ ~ ~ 2,E, - ~ s .w ~ 33 ~4Y~ ; ~ ~ INV. OUT = 136.00' (54") x
6 ~.PROP4~ED~~~°~ ° e ~ ,13 Hf ` f INV. IN = 136.45' (36" EXIST.) k S i r
INV "IN -f~1252 ~m .,m - ~ 6 .w . , ~ ~ ~ ~ ~ 4 f
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~ ENV. OUT - 135.40 4 z ~ , ; ,t. CONSTRUCT NEW DROP ~~F~.~.~~,~n,~.~W.~aw~a~.~.~.~n,.~~.,.~~...,.~.
C-2 . ED #2 r~ 3( 4~'r'~ _w INLET. SEE SHEET
~z~ u µ E ~ S ~ r i t }
PROPOSED JB 1 _ #
INV. IN = 128,32' (54")
INV. IN = 929.40' (24") 6 ~ ~ Q
1NV. IN = 128.32' (48") C-21 f
INV. OUT = 128.32' (54"j i, y
i 4 w .
STRUCTURE TYPE TOP ELEV INV IN INV ~1T PIPE SIZE "o ~rd.*r
~ *SEE SHEET C-16 FOR GRADING NOTES
EDI1 PIPE 126.92 60" DISTURBED AREA:
ED #3
f ~ CORP AREA = 11.00 ACRES
EDI2 PIPE 128.32 127.99 54" ~~a~ 9 i } 4
z,, r
r N REFER TO SHEETS C-11 AND C-•12 FOR FINAL
SITE PLANS (N.LC. FOR INFORMAl10N ONLY)
EDI 3 PIPE 144.35 143.75 48" ' _ o

E GRADING NOTES•
" ED #1 ~
EDI 4 PIPE 141.20 136.45 36 ~F , 1. PIPE DISTANCES ARE CENTER TO CENTER.
{ 2. 0-RING PIPE SHALL MEET REQUIREMENTS OF ASTM C443
°y: FOR RUBBER GASKETED JOINTS.
3> ALL RCP SHALL BE CLASS III UNLESS OTHERWISE STATED. ?"~,y 4. TEMPORARY DITCHES SHALL BE CONSTRUCTED WITH A
P P 144.37 141.57 " EDI 5 I E 36 a° k= r` ~ ~ TRAPEZOIDAL SHAPE. (BW=1 Q', SS=3:1, 5=0.005)
err
ti „~..ww.~ s r.~ r~ _
EDI 6 DROP INLET 137.87 133.87 133.72 NA . ~._s
EDI 7 PIPE 135.62 133.87 12" n__. ....M,....._.~.~~~_..~.. ~_..~.~,..~,,.._._m..,~
~ GRAPHIC SCALE
.00 b _ EDI $ PIPE 000.00 000 12 CPP
_ _ ~ o ss oo sou
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EDI9 PIPE 145.12 144.23 18 - ~
`t i inch = 50 f4.
N
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASD FOR DAME
CRT AS SHOWN SUITE 110 ERSA A COLUMBIA, SC 29223 APPROVALS SSA AND CORPORATE AREA DEVELOPMENT C-$
DRAWN BY PROJECT DATE @%WK MRB JUNE 2009 [phone] FOR THE CORPORATE AREA
APPROVED BY PROJECT NUMBER BIDDING
Office Locations: DP 80324.OO.CA CONSTRUCTION JOHNSTON COUNTY AIRPORT GRADING AND DRAINAGE PLAN _28
REV. NO. DESCRIPTION DATE FllE NAME PLOT DATE COMMUni#y in#ros#ruc#ure consul#an#s North Carolina Georgia SMITHFIELD, NORTH CAROLINA SHEET #1
REVISIONS South Carolina Kentuck RECORD DWG.

ca
~SW yy f~
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1 /a ~ '+w ~ } ~ ~
~ W 1 0 w ~ 1 EF * ~ i 1,~~ OF ~ ~ 111 t` ~
~ ...:"5 p ...~~,~A.....~.~.~.~~~ ~~w..,~...~.~~w~a-~~,.,.~.~~._..__...~,..., .~.~~..~,_~..u.._~__..NV.~~w~w,....~..~._~._°_.._..~__.,._~.._. n...TR ~ ~ OPOS 54" F.E.S. ~ ~ u~w .
T P V = 4 - _ a° ~ ~ PROPOSED DI ~4 ~
INV. OUT 40 s ` ~ ' TOP ELEV. 145.50' ~ ~R.
S~ J LOP O 4 w,. ~F w.h.w ~ r ~ ? INV. IN = 138.00'(42") ~ a .~~.._.LL~..~.~~._.,....~~,
f `v. t r'n S mrmr .~a:rza • u# aixmxua~_ ue.+m+-taw+~svwm w.+auumwjvrasxrx wvn~-.c~m~vss+un .~.~.+wmraacnmWe +-x~mn .£...~e_~ ~ys=:z~.. - + ' s b ~ ~ ~ ~ d 940 ~ INV. OUT = 136.00' (54")
``1.3. ~ 'w ~ _ 139 K ^ f, ? INV. IN = 136.45' {36~ EXIST.) y
F . F; z ex ~5 ....KK.~ ~ a.,.,wa,..~ ~,~....~,T ~ _,~°.,,~.k.:_.KM, ~.4,.~:~N ~.~..m.rw.~ w.~ ~aT~..w~.ew.u ,v _ , A . . . " T 36
r y1 - - = 1 i ~ 130 131 W
s ~ ~ ~ r 3
PROPOSED LIMITS
. a..,,, ~ , ~ OF ~,DI,~T~1 . P ` ~ ~ ' a~~ f ~
~ ~ ~ ~ F ED #4
.,,°°,,,,~K,,.°, - w~^'" i ?
F l'
.w.~.~°, ......n...:.... yr ,R,.,,.N....~,M.„i...~...~ v,., .emurcu..~. ,:.o-aa. ~ p ~ r~w~.r w ~i-.mm~.v<-w.r...,i~.~a~...~.~.-„ww+.rw..w,.c„x.,,x...w. r . _ a, « rw w..~~.m..o. ..rcu...
~ ~ V ...g~.,N'+~. tl~
EXISIIN~ lAKlWAY A ~ 25 r
~ r"~
W ~ ,~M~....u..~..~_°.,.a.~~.._° ~~_M.~..,.~ ...w~.,... w.Ty.° o~..,.n .._ti_~..°~°~_.._,u, ~A~~~.. ._.u._. ~ _w.~~._, ,w..~. m~.F.~..~ ~.Me~w.r~.G ~N~ ~.~~_.,d~.~.w. a.,~., "n f ...W..~<w_.,.,..-H....,. ...w. ...,,..~.,~........,,.......,a...«,... n..,..m w.. "..-.,tom., S~ ,r ~ .......m -.-...,_,~..,...~.a......s.::........,.~....~. <.u.~..es.,......v..,..~,.,.<..... oM.-,.T,.~..-•;....m~.. a...-.~.....,..m.w,~....a..a...,..,.,,v-,,...........m .rc.«~...~w.w.mW
PROPO D JB #1 ~ r 4
~ REMOVE 16 LF OF ,a
INV, IN = 129. 2' 24" ~ ) w.~...w ~ CONTRAC SHALL TR 4°~, ~ 4 EXISTfNG 36" RCP AND ~ CONSTRUCT NEW DROP ,~~,~.r~~a~w.,..~~~~,,~~,,......n
INV. I = 128.32 (4 r I xi 0 MAINTAIN 20 SETB PROPED CONT R ~ ~ ; INLET. SEE SHEET
ED #2 INV. OUT = 128.32 (54) FROM EXISTING TAXIWAY '
° PAVEMENT EDGE IN ORDER TO > I Q
PREVENT DAMAGE TO EXISTING
EXISTING HEADWALL TO TAXIWAY EDGE LIGHTING BE REMOVED AND : x Q^
REPLACED WITH
NEW JUNCTION BOX.
SEE SHEET C-6.
t ~ r { ~ 1
STRUCTURE TYPE TOP ELEV INV IN INV OUT PIPE SIZE
,p 4 9
EDI1 PIPE 126.92 60°
t
ED #3 I
EDI2 PIPE 128.32 127,99 54" t i
i GRADING NOTES: ' I
I
EDI 3 PIPE 144.35 143.75 48" 7 j ~ ° - ° 1. PIPE DISTANCES ARE CENTER TO CENTER. 2. 0-RING PIPE SHALL MEET REQUIREMENTS OF ASTM
C443 FOR RUBBER GASKETED JOINTS.
"'°.wa"°"V ` fi. ~ 3. ALL RCP SHALL BE CLASS III UNLESS OTHERWISE
EDI4 PIPE 141,20 136,45 36" a STATED. {
~s ~t~ 4. SHEETS C-11 AND C-12 ARE FOR INFORMATION ONLY
ED #9 ; AND ARE NOT TO BE USED FOR CONSTRUCTION.
"f tf}
EDI S PIPE 144.37 141.57 36" i ~ Y~~ fr f
A?" L to
4 4,
EDI 6 DROP INLET 137.87 133.87 133.72 NA ~r~ r~ ,,vr
~r v~.... _ . _ _w. s_w~.~ ~x F

EDIT PIPE 135.62 133.87 12° }
y ,
EDI 8 PIPE 000.00 000,00 12" CPP
GRAP~-iIC SCALE
~ o0 o zs so Sao zoo
EDI 9 PIPE 145.12 144.23 18 _ _
°~..",,,.°...,a
~ ~ (IN FEET
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
(CRT AS SHOWN SUITE 110 ERSA AE DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS .RSA AND CORPORATE AREA DEVELOPMENT CORPORATE AREA FINAL C-11
MRB JUNE 2009 WK [phone] FOR THE
BIDDING APPROVED BY PROJECT NUMBER 11 lb K DP 80324.00.CA 1' 1 C.". K S C". 0%; N Office Location JOHNSTON COUNTY AIRPORT GRADING AND DRAINAGE PLAN _28
I ATE RLE NAME PLOT DATE community infrastructure consultonts North Carolina Georgia CONSTRUCTION REV. N0. DESCR PTION D
REVISIONS South Carolina Kentuck RECORD DWG. SMITHFIELD, NORTH CAROLINA SHEET #1

wwz~
S$ - , ~o ' tk:
A . . Z W ~ x ~ ~ s JV ~,;:..a i ~ j 5 fi yr
N A'~.T t ~,r' t ~'a
g~~ ~ - t z~
e~ ° ~ ~v s ~e~° _ f~ ru~ EXISTING DRAINAGE STRUCTURES
~ 5 ~ r # S% 3 <~''f d~~r f
N o 'dP F h s _ ~ ~t. 1° STRUCTURE TYPE TOP ELEV INV IN INV OUT PIPE SIZE
~ r ~ -
Om 1 - `
~aJ w : f RROP SED LI ITS NN „d' n EDI 1 PIPE 126.92 60"
~ ~.a ~¢F STURB NCEf .i w .a„ `
-z~ ~ ~ _ K r s `Y=.,
..1.1° ~X~ yF. 2 , f ~y y z n ~"`Y EDI2 PIPE 128.32 127.99 54" f 4
~ ~~yF,"- °a o - s' ~ a ~ p. aaa 3 µF L ~b~ ~ ~
~~r ~ ~ ~ ~
_o° 143 LF OF 24 RCP ~ H ~ ~ ~ ~ ~ a. T~ Y r ~ ~ v x''m ~ , ~ '"rq, x'4^,3 s ~z, ~ s: ~''y ~ '~Y EDI3 PIPE 144.35 143.75 48"
3~ y'. ~",,li c2 t ~,h ~a z a i ~ ~y 'u'`- . Y~ * F ft, ' y
~~a ~ - E F~NV. ,lN`" 136.7 _7;, dM Y rl s`o, ~ .4 ~ tit i4 `6 F~, "
a 8~ INV. OUT = 136.72 ,r°~ EDI 4 PIPE 141.20 136.45 36
{ Q z~ ,fir y 4v ~ - 4r r'`
~y,_Y INV. IN - 136.72 Q 3 ~ .++.M.o d 1 Ly i ~ $ a
7 ~
~OIH f1 ~ " 50 LF OF 24 RCP f.u,,r~,,,. _ 4~°{ ~ EDI 5 PIPE 144.37 141.57 36"
.T. ~ F.~ I c..~b °.'4ti _ v ' ° y PROPOSED ~7
K z`. - mom., m~,.M,.. ,w.,.n,. w-,..~., .,.w,w.-. - ° nA: r 'k, a ' " TOP ELEV: ~ 1~~ 0.15 pGG N4
_ - ~ INV. IN - 136. {24.v)^ PROP DI #
r a 2,. p ~ ~ INV. IN 136.47 ) - i44 EL V, = 141.69 ~ EDI 6 DROP INLET 137.87 133.87 133.72 NA 1.69
rw , a ~ w. ,y~ PROPOSED FOREBAY ~ ~ ~ - ~ ~ _ 3 f ~ INV. OUT = 13 ' Ff ~ - {2 INV, IN -
_ a . ~ - ~ BOTTOM ELEV. - 137.5 ~ 4 _ ' _ 3 INV. T - 38.4
, x 4_
' ` fOF 24" RCP 98 LF OF ~ "RCP 96 LF 18~ R . ~r , ~°°~y EDI 7 PIPE 135.62 133.87 12"
`~r a 100 LF OF 1 RCP ~iv .,~T5 ''i
GP TOP ELEV. = XX.XX w,.~~ ~ _
a__. - INV. IN = 13570 ~ ~ ; 6 ~ ~ ti. _ EDI 8 PIPE 000.00 000.00 12" CPP
e 9 ~ 4 ^'°'4 t 4. „s J M _ a ~,e~ x4µ
~ 1 _ ~'F TOP XX.XX - ' ,
°1`. = 1 7 ' ~ ~'~PROPOSED DI )l~V. OU 350: ~ ~ ,~.n-:.. ~ '4ro PO5E ~l # ~ ~ ~ ~ t
_ n ~ _ s~ w. 2-~w.. ~t,. m_~. v_~ ~..,,.W „r ~ E ~flP~LE~V. ~~~4~~69` ~ . , ~ .b,- ~ - 1r4. 8' t ~ ~ _ EDI 9 PIPE 145.12 144.23 18"
a , r~ ~ ~ INV. IN 1317.5 ~ INV. INV. OUT - 138.9 ~i'`
~ ~ ; ~ ~ ~ TOP ELY = 141. mss= y - ' FU ~ INV: OUT 1 O'.. a
~ r ~ ~ 1 INV. IN ~3 00 BUILDIN
P P ED LIMITS ~ RO OS ~ INV. OUT ~ 1 8.00 I Z r?~- " ~ ~ • • - _ N C. ` PRA"USED 57LF OF ~ 'BUILDING OF DISTURBANCE ~ ~ ~ ~ _ f ~ , m~~~ ~ ,
s 5 ~ ~ ~ r3 TRENOH DRAIN 4~N~fi:C.)
TOP ELEV 14 ~9 I ~6' "s r l ~ Y ~ i
} ~ s k ~ ,
~ ~ SLOPE 1.00 - ~ F .,T~ r+r 8 ~ gyn. ED PROPOSED 10 + + y ~sv _
, , a .mr ~ ~ _ , RETENTION POND r ..r' ~ ~ ,
a ~ ~ s~°y~~`r~~- ~z BOTTOM EL . = 133.5 ~PROPOSE~I~~,18.-. 9 M..._:., PROPOSED 269LF~OF POS~D 297E : <OF =0F r § ~ ~ ~ 'A ' i ,
~ # ' ~ + + ~ F - ~ ~ ~ NCH D~AI I T P V - 14 8 TRENCH DRAIN ED #6 ~ ~ 0 ELE . 3.09 , , y P POSED 97LF OF'~ 3 k'~ ~ _ t,, '''h
- * TP V.-~4~.55' P Ev,=144:43 ~ -4- + INV. IN - 142.00 (8 )m 0 ELE - 3 , _ ~ 8 TRENCFk, RAIN ~ ~ y ~y
ut ..t°' ~ a ~ I V. IN ~ 143.' .~r # ~ ~ n INV. IN = 137.25 (30 t ~ INV. IN ~ 143.0? ~ -f- -F- -F- , -o l ) i' y T ELEV. ~ 145.3' ~ ~ CONSTRUCT TRAPEZOIDAL
fi~~ ~ ~ ~ INV. IN = 141.02' 8" TD* ~ SLOPE= 1.00` OPE - 1.00%~ ter. ~ { ) IN IN = 144. 5' ~ ~ } DITCF~.,
~ r ~ 3 ~ ~ -F -~ETLA~D AR~-A _ _ .max ~ ~ INV, IN - 136.75(30) z
yp ° ~4~~ g TO B PRO u ~ + -F ~ + INV. OUT - 136.75 (36) 4 ~ I
~ ~ ~ 0.2A S ~ I
~~a~' I 1 X33 ~,r,~ 3 s,;;;~ , " 15~ LF OF TRENCH DRAIN 1 I l ,fig
' ~ - ~ Y' g' ~ FUiRE ~ ~
f~120P SED DRY ~ ,
I `MENTION POND 1
:r~ ~ - . ~ PROPO~D~,1B 6 0,~ PROPOSED JB #8 ~ x = a K~, a ~ a ~ - , - T P € V~ 44.#~ ..:ti I.4 ~ 4 ~ 3 ~ ~ ~ X24. ~ d,,
~ ~ ~ EV. 143.09 TOP ELI=V. - 143.5 0 EI;E . - y, z X 132.86 _ Cp ~ , IN I - 142.60 V IN~=` 141 V. IN' ~ 140.9_ .4"~
~~t~. MOPE = 1.00 INV IN-~= 139.15 24 ~ V. INS - T41,p0 {8) i 0'{831\ 5 a ~ '0. { b "'M 4: 1 ! ~ ~ 4 t Z
( ) 3 , n~ro ~ ~ f p:) . v ~ 1 . ~ d ~ v INV. = 138. 5' ~ " NV. I~ 14.3.00 (8 a, OUT 6 Q f 10'(8", W 4~„ 5~ M t S ~ '4 't,
p 'w„ ( ) ~ I X ~ ~ INV. IN = = 143.00' 8" ~ V OU:~' 140.95 2~" l 95'{2~" POP ED JB #5 ~ ~ ~ ,
~ {{F 132.82 ~ X POSED 4X4 , ~~4 ~ ~ ~ T P EL~E.f = 145.35' 3 Q'-
~ ~ ~ . ~ . r~ n ~ 132.79 R; STRUCTURE ~ ~ ; ~ ~ I V. IN' = 141.88'(8" ~ ~ ~ k.
.,f { k 76 LF (~F 2~4 RC . e~ i3 4~" OF ~ RCP N,~.,,,,.~ ,«~..m~-~. ~ pry ' - ' x . u. ~ti~s~ ~ X I Ifs - 133.43 . E "~g ~ °`~,"w~
' s 132.64 S , ~ f -n ~ ~ X ti ~ _ ~ 'a ~ g
~ ~ - 01~. ~ s' ~ ~ q 132.54 ~ .4~ ~ .rwM- .m ; ,c• ti FUTURE. ~ ~ f
~i 1 LF OF , , M , ` ~ ~ x ~ - o.~ r BUILDING ~ . y t I ~ . y ~ _ 2 ~ 24 RCP
e ~ M n.~~. . . ~ . Y a~ , o ~ - x ; PROPOSED DRA~NA t~ ~ tip.,, ~ `
PROPOSED JB q i i ~H 4 t' I 1~, C > (y ~ ..ww~.u.r~.m..r.m...mcn . . . I . - ,n~,,.,;w: ~ Ll- ~ - n F~t~W ARROW {~T~'P.) ~ ~~i
~ ~ LM ~J, N T0~ ELEV. - 1}4.41 4
a ~ ~ _ INS. fN = 139.5 ; e v ~ , A, t T - 1 P ~D X248 L ~F ~ ~ ' b ~ ~ , r ~ ~ ~ Pa ED 36" ~r 3 b~4 BEM
r ~ ~ , c ~ N11, QU - 3.~,~.95 , r i k 8" TRENCH 'ORAI a i ~t+~ .~_w_. .w~ _.~..~.4.~.w.~ ~ ; I~ ~ ~za~
~ z , PROPOSED JB X10 ' _ " , ~ PROPOSED JB #11 x ROPOSED ~48LF pF ~ ~@ n~ ~a°V~ 1~ =,32.96' 24~ ~ ~ . z F ~ T ELEV. = 14 .35' ~ N~~ 141.61' ~ ~ ~ ~e ~l ~ ~ - p ~ ~ ~ ~ „r
a r° .xf ~ ~ ~ t~ TP V -14 1' ~ ~ H AIN
v:~>f ~ INV. OUT =°32:96 4 ~ 0 ELE . - 3. 0 TRENC ~R . F o ~ PROPOSED ~67LF OF . y~~g . 5 _ __.,,,K. _ . M INV. IN = 138. P E . = 4243 ~ 1 z; ~ d43' ~ SL PE 1.00% ~ ~ ~ ..~T ~
r . . ..w. s~ N n 8 y INV. IN - 141.02 8 ~ I V. IN 14,00- I
t ~ ~ TOP ELE . - 1 3.55 _ a - INV. IN = 142.00 (8) ~ ~ - ~ LOPE = 1.00 ~ ~ ~ a ~ ~ € ~ - t F:a ~ ~w.w. ~ ~ ~ ` ~ 4 <
~ PR SED SF~F ~ INV. INS = 14 ~.00 e INV. OUT - 138.06 (30) 1 ~ ~ SLOPEr : ` .1.00 k ~ i F § a::~ ~ l/ y \r, x
" 8" TRENCH DRAIN n ~ ~ ~ , ` S`~ t i f ; ~ 1 w. F .''i ~N ~ ~r1.~h d~
' , I TOP ELEV, - 143.09 i5 LF OF TRENCH DRAIN ~ FI~TUR~ ~ ~ l E ~ ; ~ ,
NV. IN = 142.60 ~ sLaPE - 1. oq
~ ~ I ~ {N.LC.) ~ ~ ,
s ~ T V = 14 - 1 ELE . 3.09 FI~TUf~ TIRE , `t spy ~t 5 { ~ a ~ +m~£ ~ a ~ k j { ~,F
- ' f _ I - .~r.~~,~.,,, ~ r~.~._ _~,_w_. ~ ~ ~ BUILDIN ~ BUILDING a _ , ~ a.~~.. rw. ~ f . ~z , ` _ ~ ,
s r'1 ~ ~ ~ SLOPE - 1.00% ~ N.I.C. ~ pp ~ ( ° (N.I.C~~ d
~ 1 9 S P ~ ,P r g S ~4t - s t ~ i S i § ~ r ~ ~ o- a' r'~ 'tis ~ i ~ i - ~ ~ a i 3 3 4 Fu ~ i f
~1D =TRENCH DRAIN -
GRAPHIC SCALE
o ~ ~

1 inch = b0 ft
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
GRADING REVISED PER USACE & NCDENR COMMENTS CRT AS SHOWN SUITE 110 ERSA AND DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS SA AND CORPORATE AREA DEVELOPMENT CORPORATE AREA FINAL C-12
MRB JUNE 2009 WK [phone] FOR THE
APPROVED BY PROJECT NUMBER 91 Is BIDDING JOHNSTON COUNTY AIRPORT GRADING AND DRAINAGE PLAN _28
DESCRlPi)ON OP 80324.00.CA Ul A KS %A O.'s)"N Office Locations: UC REV. N0. DESCRIPTION DAIS FlLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION REVISIONS South Carolina Kentucky RECORD DWG.
SMITHFIELD, NORTH CAROLINA SHEET #Z

~W
p~-
ZWW '
TIE TO EXISTING GROUND
~ ~ r ~~0
- °~p `
p-,,~ '~'CONGRETE~~ fl18 ' -
~ ~ FOREB Y. SEE BIORETENTION POND. PLANTINGS SHOWN An ~ZW FOR REPRESENTATIVE PURPOSES ONLY. ° DET~~~"`3/C-28 VARIES 8'-12'
~°o CONTRACTOR TO INSTALL THE QUANTITIES r
$ ~'"j LISTED IN PLANTING PLAN BELOW.
m ~ s CgW e m
06 ti---11 L-1I l C I___..I I l i
NV)= 0.5' -1.0' 1 ~ 4 1 0.5' -1.0'
8Z~g ,
g . 4 ~,~,IIIiT~ ~IIIIII~I~IIIIII~I ITIII~-I
~ ~ ~ m ~ ~
DRY POND. SEE ' r^
u°ic-~ DETAIL 2 C-28 :r / STRAW BLANKET
~ ,
~ ~ SECTI 0~J A- A
NTS
Z< a
~Zpp U{t r ' W ~
7~~ ~ s
~ ~ ~ ~ ~ I s~` ~ ~ CONCRETE FOREBAY.
SEE DETAIL 3/C-28
3~° ~'4 ~ ~ ~ _ _ . dy f m" a `c s. .x.». ,..-M INV. OUT = 135.70' INV. OUT ~ 135.OD'
X00 ~ ~,~y;,.. i. rt. ~ n h ~ 32LF ~ 18" RCP.
e w, ,a a ~ ~ ~ z. e .~.5,,.. .,,.f@..,. .~7 f ~ ~ ~ Wi T ax • ~ yy Cs ~ 3 6 INV. OUT =134.00' EL = 140
~ ~ & " S ~ ~ ~ ~ INV. IN = 135.00' 4p
I ~ ~ _ ' ~ ~ Y WETLAND AREA TO CLEANOUT Z (TYPICAL OF 16) 1'
4. ~ { ~ =f ~ ' ~ t.3Y, BE P~tOl'ECTED « 4 " ~ ~ 0.52 ACRES PROPOSED DRAINAGE
PIPES
m~ ~ ~ ~ ~ ~ ~ „ , ~ s' f " f"" ti ° ' 11 tt ~ a i ~ ..k. 1'+ U p~0~ INV. OUT
z k ~ v ~ b u. t ~ k ~ of k: i > f a » i BIORETENTION ~ ~ = 135.7 44LF OF POND. SEE L 1
ts" R~ oETaIL t/C-2e. El = 13 EL -
is !a i~:. x i. EL - 36~
I' 5 #s _ ~ +a ~ ro n,~~ r - ~ "~a,< ~ Y ~ y~ T~ g ff ~ c r PROPOSED UNITS x ~ OF ~SNRBANCE
r ~ ~ ~ a ~ s ~ ~ m~:"p ~ ~ ~ az 5s ~ ~ ~ A _ s~ .rte.-, ~ v (1YP.)
~ f ~ d ° ~a , ds~ s ~ ~ o , EL = a`~cs
a~ ~ u .e s . s: ~.»a ~ 1 ron«' \ i i.
1 ~1`'
~ e~ ~ ~ 1 P.~~ ~~.a
C-13
r~P Qa
GRAPHIC SCALE {
~ 6 Q 3
~ 0 15 JO 80 120 ~ ~ 243LF OF
42A RCP INV. OUT 6 -
1 ~ f = 133.15'
Ild FEET u.x. 4VETLA~lD AREA..•~r.
1 inch = 30 ft. TO BE ~ROTECTEb~ j'~ - ~ 0.52 ACRES ~ y
~:~.H .,fie ~
°
~j~J OPOSED 4X4 ~ Ri R STRUCTURE ~ : s We~~
PLANT SCHEDULE . I . IN = 133.25' ~ a s n~~,. a~ W ~'a.
KEY COMMON NAME BOTANICAL NAME QNTY. SIZE SPACING NOTE MATURE HT. DIA. RIPRAP PAD ~3. X""' u,~., .w~,~.
SHRUBS 5.1 TONS OF CLASS 1 RIPRAP. SEE
IV COMMad WINTERBERRY ILEX VERTICILLATA 108 3' Ht 5' 0/C MIN. 3' HEIGHT 6'-12' DETAIL 1/C-20. z~LL R~T.n
CA SILKY DOGWOOD CORNUS AMOMUM 108 3' Ht. 5' 0/C MIN. 3' HEIGHT 10'-12'
INV. T
HV WITCH HAZEL HAMAMEUS VIRGIN{ANA 108 3' Ht. 5 0 C MIN. 3' HEIGHT 5°-6' = 1 3.15°
HH ST. JOHN°S WORT HYPERICUM HYPERICOIDES t08 3' Ht 5' 0 C MIN. 3' HEIGHT 1'-3°
Ri AP PAD ~4. A ~ 17.0 TONS OF ~ 05,x.
GRASSES C S 1 RIPRAP.
PV SWITCHGRA5S PANICUM VIRGATUM 689 4'-5° 2° O.C. TUBELING DE AIL 1 /C-20. `~~'k
SC WOOLGRASS SCIRPUS CYPERINUS 689 4'-5' 2' O.C. TUBELING DRY DETENTION ,
AG BUSHY BLUESTEM ANDROPOGON GLOMERATUS 689 2'-3' 2' O.C. TUBELING POND ~ ~ ~ ~ ' , 3' 1MDE PILOT pROP~ED 4°X4' RISER SIRUCNRE
AV BROOMSEDGE ANOROPOGON VIRGINICUS 689 2'-3° 2' O.C. TUBEUNG ANNEL ~V. IN ®130.50'. SEE DETAIL
?g,
°P~'p
PLANTING PLAN LEGEND
SEEDING SPECIFICATIONS J (°`~P. c I ~J
3: t SLOPES ~ FLATTER SYMBOL DESCRIPTION
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 IBS./L000 S.F.
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/L000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPUCA110N RATES: COMMON WINTERBERRY (IV) EXISTING PARKING LOT
DATE TYPE PLANTING RATE
AUGUST 15 -NOVEMBER 1 TALL FESCUE 300 LBS/AC. OR 7 LBS/1000 S.F. ST. JOHN'S WORT (HH) ~a~~
"NOVEMBER 1 -MARCH 1 TALL FESCUE 300 LBS./AC. OR 7 IBS./L000 S.F AND ABRUZZI RYE 25 IBS./AC. OR .5 lB./L000 S.F.
WITCH HAZEL (HV) MARCH 1 -APRIL 15 TALL FESCUE 300 LBS./AC. OR 7 LBS./1000 S.F.
t s
APRIL 15 -JULY 30 HULLED COMMON BERMUDA GRASS 30 LBS./AC. OR 1 lB./L~0 S. F. SILKY DOGWOOD A )
JULY 15 -AUGUST 95 TALL FESCUE AND 300 LBS./AC. OR 7 LBS./1000 S.F.
BROWNTOP MILLET 35 LBS./AC. OR 7/8 LB./L000 S.F.
~t SORGHUM SUDAN HYBRIDS 30 LBSfAC. OR 3/4 LB./L000 SF ~ WOOLGRASS (SC) ~ BIORETE~ITION AND DRY POND ~RADII~~ PLAN
4. MULCH WITH STRAW APPLIED AT THE RATE OF 1.5 BALES/1000 S.F. C-13
_ *HEAVILY MULCHED DURING JANUARY-MARCH PERIOD. SWITCHGRASS (PV)
GRAPHIC SCALE
BUSHY BLUESTEM (AG) ~ ~
BROOMSEDGE AV BIORETENTION POND PLANTING NOTES ( )
1. CANCELLATION GUARANTEE 16=QUIRED
GRASS SEEDING 1 inch = 40 i1:
2. A FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED PRIOR TO THE INSTALLATION OF TREES AND SHRUBS, EXCLUDING YARD ~ " ~ ffi TREES, DURING THE NON-PLANTING SEASON IF A CASH BOND, SURETY BOND OR LETTER OF CREDIT IS ISSUED FOR 120x OF THE
C05T OF MATERIALS AND INSTALLATION. PLANT~IG SHALL BE COMPLETED DURING THE NEXT PLANTING SEASON
3. THE PLANT1NG SEASON SHALL RUN FROM OCTOBER 15 TO MARCH 15, EXCEPT FOR EXTREME WEATHER CONDITIONS AS DETERMINED
BY STAFF. A FINAL CERTIFICATE OF OCCUPANCY SHALL NOT ~ GIVEN DURING THE PLANTING SEASON UNLESS ALL OF THE
LANDSCAPING IS COMPLETELY INSTALLED ACCORDING TO THIS ARTICLE A TEMPORARY CERTIFCATE OF OCCUPANCY MAY BE ISSUED DURING 1HE NON-PLANTING SEASON IN ORDER TO ALLOW PLANTING TO OCCUR DURING THE NEXT PLANTING SEASON.
4. MIN. SIZE OF 5 GAL, FOR ALL GRASSES TO BE SPACED AS INDICATED ON PLANT SCHEDULE CHART. y
5. NO PLANTS WITHIN 10' OF AN OUTLET STRUCTURE OR INLET PIPE.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOWN SUITE 110 SA ANC SA AND CORPORATE AREA DEVELOPMENT CORPORATE AREA BIORETENTION V
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS ER /A MRB JUNE 2009 [phone] FOR THE POND GRADING, DRAINAGE AND
APPROVED BY PROJECT NUMBER BIDDING
DP 80324.00.CA 10DItwo; Office Locations: CONSTRUCTION A JOHNSTON COUNTY AIRPORT PLANTING PLAN SMITHFIELD, NORTH CAROLINA
REV. N0. DESCRIP11ON DATE FlLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia lina Kentucky RECORD DWG.
REVISIONS South Caro NQ IMENSE NO-E--0:9741

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NAME PLOT DATE community infrastructure consultants North Carolina Georgia SMITHFIELD, NORTH CAROLINA CONTROL L
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1 REVISED PER USACE & NCDENR COMMENTS 7 28 09 CRT AS SHOWN SUITE 110 SA AND SA AND CORPORATE AREA DEVELOPMENT RUNWAY SAFETY AREA C-15
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS MR8 JUNE 2009 jjWK [phone] FOR THE
APPROVED BY PROJECT NUMBER BIDDING
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*SEE SHEET C-18 FOR SEEDING SCHEDULE
GENERAL GRADING. DRAINAGE. Af` AINAGE. AND EROSION CONTROL NOTES:
1. TOPSOIL IS Tfl BE STRIPPED AND ; LIPPED AND STOCKPILED.
2. AREA DISTURBED BY CONSTRUCTI01 CONSTRUCTION NOT COVERED BY PROPOSED STRUCTURES OR PAVEMENT SHALL BE FINE-GRADED AND GRASSED IN ACCORDANCE WITH SPECIFCATIONS.
3. ALL GRADING WORK SHALL BE DON TALI BE DONE IN ACCORDANCE WITH GRADING PLAN.
4. THE CONTRACTOR SHALL CALL LOC ?LL CALL LOCAL UTILITY LOCATOR FOR ALL BURIED CABLE AND UTILITY LOCATIONS PRIOR TO EXCAVATION.
5. THE CONTRACTOR SHALL PROMPTL' ?LL PROMPTLY REPAIR ANY DAMAGES TO EXISTING UTILITIES AT NO ADDITIONAL COST TO THE OWNER.
6. THE CONTRACTOR SHALL, AS NECE ~LIp AS NECESSARY, INSTALL SILT FENCING, OR TAKE OTHER NECESSARY MEASURES TO PREVENT EROSION AND SILTATION, BEYOND THAT SHOWN ON THE
PLANS.
7. PRIOR TO FlNAL INSPECTION, DISTU ;C110N, DISTURBED AREAS NOT COVERED BY PAVEMENT SHALL HAVE AN ESTABLISHED STAND OF PERMANENT VEGE'fAIION AND A LETTER FROM A
PROFESSIONAL SEEDING CONTRALTI G CONTRACTOR, STATING COMPLIANCE WITH SPECIFICATIONS AND PLAN FOR ASSURING ESTABLISHMENT OF VEGETAl1VE COVER.
8. ALL SITE WORK DEVELOPMENT TO , OPMENT TO CONFORM TO THE LATEST EDITION QF THE APPLICABLE LOCAL GUIDELINES AND ORDINANCES AND THESE PLANS AND SPECIFICATIONS.
!ALL BE FREE FROM ROOTS, TRASH AND OTHER ORGANIC MATERIAL.
GRAPHIC SCALE 9. ALL FILL MATERIAL SHALL BE FREE
~ ~ ~ S0 t0° ~ 10. ALL FILL MATERIAL SHALL BE COMI BALL BE COMPACTED IN ACCORDANCE WITH THE PRO~CT SPECIFICATIONS.
11. THE CONTRACTOR IS RESPONSIBLE tESPONSiBLE FOR GONDUCT1NG HIS WORK IN ACCORDANCE WITH THE LATEST REQUIREMENTS AND REGULAT10NS OF '1HE OCCUPATIONAL SAFETY AND HEALTH
IN FEET ADMINISTRAliON 40SHA).
1 inch = 5Q ft, 12. WHEN WORKING ADJACENT TO THE ;ENT TO THE RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL EXERCISE CAUTION AND PROTECT FROM DAMAGE, ALL EXISTING AIRFIELD LIGHTS, UNDERGROUND
CABLE AND OTHER STRUCTURES. RUCTURES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, AT HIS EXPENSE, ANY DAMAGE TO ANY STRUCTURES TO THE SATISFACTION OF THE OWNER.
13. CONSTRUC110N AC111~TY IS NOT PE RE~DENT PROJECT REPRESENTATIV fY IS NOT PERMITTED WITHIN THE RUNWAY SAFETY AREA WITHOUT PRIOR NOTIFICA710N, APPROVAL BY THE AIRPORT OWNER, AND COORDINATED THROUGH THE 'PRESENTATIVE.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOWN SUITE 110 E RSA AN[ 'A AND CORPORATE AREA DEVELOPMENT CORPORATE AREA C-16
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS MRB JUNE 2009 \NK [phone] FOR THE EROSION AND SEDIMENT
APPROVED BY PROJECT NUMBER BIDDING
DP 80324.00.CA Office Locations CONSTRUCTION Jc JOHNSTON COUNTY AIRPORT _28
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure ca~sul#ants North Carolina Georgia SMITHFIELD, NORTH CAROLINA CONTROL PLAN SHEET #1
REVISIONS South Carolina Kent uck RECORD DWG.

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*SEE SHEET C-16 FOR EROSION CONTROL NOTES
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GR HIC SCALE fi , r„ ~ ~ ~ ~ I'
30 6 ~ 00 900 260
_ I
( IN FEET )
1 inch = 50 ft~.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
w CRT AS SHOWN SUITE 110 ERSA AND 3A AND CORPORATE AREA DEVELOPMENT CORPORATE AREA C-17
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS [phone] MRB JUNE 2009 FOR THE EROSION AND SEDIMENT
;77 -A APPROVED BY PROJECT NUMBER r r , BIDDING
Office Locations CONSTRUCTION J U DP 80324.OO.CA REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia JOHNSTON COUNTY AIRPORT _28
SMITHFIELD, NORTH CAROLINA CONTROL PLAN SHEET #2
REVISIONS South Carolina Kentuck RECORD DWG.

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Tq ~yy ~ 9 b } _ ® aE
.4.V ~ q y S [ ~ 1 ? 4 G~ t r i 2 it E '~5 ? i f j~4
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~ SEEDBED PREPARATION NOTES ~ ~ ~ , ~ ~ ~ , ~ - . ~ ~ i, ~ z ti,~ s, ~
F ~ ~ { .if t 1. SURFACE WATER CONTROL MEASURES TO BE IN5IALLED ACCORDING TO ~ ~ t ~ @ f ~ r, , 4 y wL' y~ ~k1,~
P~ PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. ' 4 l; i " 2. AREAS TO BE SEEDED SHALL B~ RIPPED AND SPREAD WITH AVAILABLE ~l ~t ~ ~ ` 4 , ; ~ ~ ,
~ p R F R. TOTAL SEEDBED ~ ~ ~ ' y ~ ! TOPSOIL 3 DEEP ON SLOPES ~:1 O ~ LATEE ~ ~ - ® n ~4
PREPARED DEPTH SHALL BE 4 TO fi DEEP. IF SOILS ARE ~ ~ ~ r t ~ ;~~~v W ` ~ COMPACTED DURING GRADING LOOSEN TO A DEPTH OF fi TO 8 . ~ "
~ t q 4 .1 e,.. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED ~ , ^ tfi 'xt a~Ya}'~ }
~H FROM THE SURFACE TO PREVENT INTERFERENCE NTH ESTABLISHMENT ~ ~ ~ ~ Y ~ $ ~ AND MAINTENANCE OF VEGETATION. j~ y f`: } .w
' 4. Q - Y } a i ~I F~ 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS i a~+''~~ ,,'.`Yf. PROPOSED R11~RAP
g . WITH H HIGHER THAN fi NEED NOT BE LIMED. iF pHIS NOT - p RING TO EE ING SPECIFICATIONS BELOW. s ~ ~ s 4 ~ ~ m.~ KNOWN APPLY LIME ACGO D S D 8 ~ m ~ ~ ~
INC RPOR TE INT TOP TO fi OF SOIL. ~ 1 ~ j ~ ` b~ APPLY LIMESTONE AND O A 0 4 , R DITCH LINING TYP. t ) c- ~o~~e.~~ r~
~ a ~ ~ i ~ ~ n _ ~ 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF ~ ' ~ a ~ ~ ~R NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING ~~:ry t y ,w t ~ ~ ~ 1 r~. ny ~N"'s
r r~~ £ TO SEEDING SPECIFICATIONS BELOW, .y . PROPOSED RIPRAP 1 v
6. R{X11GH N S E BED SURFACE PRIOR TO APPLICATION. GROOVE OR ' ~ E EO ~ a ~ ~ - FURROW SLOPES STEEPER THAN 3:1. ~ ~6 ~ ~ ~ OUTLET PROTECTION C-20 >'?.ROPOSED TEMPORARY 1 t
°~'~a 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO I ~ . ~ ~ ~ ~ ? r ~ ~ 3 y ~ ~ ~ ~ (-fYP } 5 SILT FENCE (TYP>} -2
FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE ~ ~ ' TEMPORARY SEEDING SPECIFICATIONS BELOW. _
~ ~ A ~ r ~ ~ ~ PROPOSED` X11' 1NIDE r' ~ ~~30NT~ACTO~ HAUL
~ Y ~ s ~ £ e _ , ~ ~ , ~ =ROUTE
1 ~ ti _ 6 PERMANENT SEEDING SPECIFICATIONS - PS .
I ~ - . i W ~ ~f e 5 _ ~y
ask , LOW MAINTENANCE AREAS ,

~yj w,w f t, - 1 'r SLOPES STEEPER THAN 3:1 OR STONY, SHALLOW OR DRY SOILS (1M) ~°'n ~ 3_ °t. n i. ~ 4 ~ c Sn ~ 9 ~ Z ~ s : 'r r
Y ~ ~ o Z _ . D TES. TYPE RATE AMENDMENTS
4 ~ i y`~^7' ' fi \1 ~
JUL. 25 -AUG. 30 4000 LB/ACRE GROUND t ~ ~ ~ (r~ ~i MAR. 5 -MAY 15 TALL FESCUE 40 LB/ACRE AGRICULTURAL 1 w0. ~ ~ 1 i i iii
CROWN VETCH 10 LB/ACRE LIMESTONE AND 1000 III III i III III Il IIl I11 I _ ~ ` I!I III
KOREAN LESPEDEZA 10 LB/ACRE LB/ACRE 5-10-10 I ~ r. 's ~ ` I11 III e`. ill 11{ ~ .~*I I 1 I I
FERTILIZATION ~ ~ ~ ~ RED TOP 5 tB/ACRE ~ 6`` ~ , x . r ,t q r ~
A ~A ~ ~ Al b Q ~ `s ,,a.. a. ~
PES A RAGE SOILS ~ ~ ~ ' ~ , GENTLE SLO VE wa: t a z 3~ Y~ 2 t i PROPO D INL~° ~
1 DATES TYPE RATE AMENDMENTS h` ROTEC N TYP. 3 ?
f- _ ' x_ - C-19
JUL. 15 AUG. 30 TALL FESCUE 60 LB/ACRE 4000 LB/ACRE GROUND t~°' , MAR. 5 -MAY 15 KENTUCKY BLUE GRASS 10 LB/ACRE AGRICULTURAL PR OSED MPORA Y rt :3'k
~ - S j SERICEA LESPEDEZA 15 LB/ACRE LIMESTONE AND 1000 a , °C- 1 DIVERS N DITC PROPOSED S,. ~IMENT
~ ~ t L KOREAN LESPEDEZA 10 LB/ACRE L9/ACRE 10-10-10 AP ~5. ~ f f' ~ ~ 3 r
FERTIt12ATI0N , ; a k
- ~ 3 ~ HIGH MAINTENANCE AREAS `
.k y ~ j
~y. GENTLE SLOPES, FULL SUN, GOOD MOISTURE RETENTION f ~ ,
, 8 ~ ° .
DATES TYPE RATE AMENDMENTS y- ~ t~ a
JUL. 15 -AUG. 30 KENTUCKY BLUEGRASS 75 - 100 LB/ACRE 4000 LB/ACRE GROUND r ~s , '4 e„y µ w} iA
MAR. 5 -MAY. 15 {AT LEAST 3 MIXTURES AGRICULTURAL ' ` ri 1~ . ` i ~ ~ a IMPROVED VARIETIES) LIMESTONE AND 1000 ~ °e ' f, 2 i
LB/ACRE 10-10-10
_ F TI I ER L ZAliON ..M. , ,,.,u ~ c3~ r, s ; ~
GENTLE SLOPES, DROUGHT PRONE SOILS ~ 5 Er s ® 4 1.
0 F k DATES TYPE - ; I~ - RATE AMENDMENTS . O ~i 4 '1,4 ''g
Y, 9y v A 3D - - r•
JUL. 15 UG TALL FESCUE (KY 31 OR 200 250 LB/ACRE 4000 LB/ACRE GROUND 10 11+00 ~~2+00 13+00=~°`~. T~4+0 MAR. 5 -MAY. 15 50:50 BLENp OF TWO AGRICULTURAL 15+00 16+04 17~-DO 8+00 h~ 1 +DO ~ 20 ~ 21+DO
TURF-TYPE TALL FESCUE LIMESTONE AND 1500 s" 5~
< ~ Y i LB/ACRE 10-10-10 _ ~ . s,u j 4 ,X~' ><< i
50:50 MIX OF TWO IMPROVED 25 - 500 LB/ACRE FERTILIZATION ; ; s ,;F ; BLUEGRASS VARIETIES ~ - ,
4~ l/~ 4 t l ~ 'j fit, ~ 1{` ~ 'yt 3~~
f i ;'1 ~ J e t
GRASS-LINED CHANNELS rt,~...,r ..a.,. a..~.m?,.......~,,.. , , r.r~.u ~ ~ ~ V® E k t ter.
.u_~ o r ,
~ a h DATES TYPE RATE AMENDMENTS r°k. - , ~ ~N P,' e .r ...,.,....,~..p. t~ I e. J p ~ ~ ~ r
JUL. 15 -AUG. 30 TALL FESCUE 175 - 200 LB/ACRE 4000 LB/ACRE GROUNp °W°"°`" _ ~ ` u_ ,
. , a M: aa.,.... ~ ~ r , MAR. 5 -MAY. 15 KENTUCKY BLUEGRASS 20 LB/ACRE AGRICULTURAL 4.. ~,~~.,n,~.~ _ _r~~~.,x, .,u.._ .w.v ,,.w,~m,... r z #r ~T~
LIMESTONE AND 1200 ~ ~ f , LB/ACRE 10-10-10 P POSED PORARY
FERTILIZATION =j RSION CH -~'1 it
~4 `l * ~ ~
i Y ~ ~
TEMPORARY SEEDING SPECIFCATIONS - TS F , ~a.......... w. yi p l r d
.•m.....~....~...:. ~ ' DATES TYPE RATE AMENDMENTS { ~ ; ,m, ~ l ~m ~ PR~PbSED DIME~~T b ~ ,
~ v. FEB. 15 -MAY 15 RYE GRAIN E 2000 LB ACRE GROUND ~~''~w ~ ; r ; o ~ -19 TRAP 4 r4 _
( ) 120 LB/ACR - ~'a ~ ~'Y ~ ~ 1 ANNUAL LESPEDEZA 50 LB/ACRE AGRICUL RAL LIME ~ ~ ~ ~ f a Y 5 } E ~ t
STONE AND 750 LB/ ~ v ~ , ~ ,~,G~ i cr s ACRE OF 90-10-10 ` ~ ~ ' ~ ~t°; PROP SED` IN ' T C-2 d it.
:e FERTILIZER { ~ - „~v:~ A _ ~ PR CTIQN (rtYP>) t r yQ
5 'DATES TYPE RATE AMENDMENTS ,r~ ~ : jr ~ 3, _ ~t., S
m:I ; - AN MI T 2000 LB ACRE GROUND ~ ° ti MAY 15 AUG. 15 GERM LLE 40 LB/ACRE ~ . ,
AGRICUL RAL LIME- _ ~
STONE AND 750 LB 4 ACRE OF 10-10-10 ' , Sn'" - ~ I I III I,'j;
FERTILIZER ~ ~ ~ ~ r.. ~ 0 k , ,IS {la I.{~ III III ~ ~ 9 t s h,; °s,
, < n', ~ DATES TYPE RATE AMENDMENTS ~ a h - 9 Y v ~m1„ II< ~9. ~ '1 f ~ f ~ t I
- L ACR G UND . - AUG. 15 DEC. 15 RYE GRAIN 120 LB ACRE 2000 B E RO ~
( ) / - AGRICUL RAL LIME a li
STONE AND 1000 LB/ ! ACRE OF 10-10-10 t, .
FERTILIZER ~ ~ ~ ' ~ ;
a ~w Y. ~ ~ ' r.~ ~ t P / g~.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. P~ , , r,~. a . ry ~ .a jx-. ~ ~ ~ ~ r, ,n_.. . tj { r,'L k 1 ~ 1wrj-.,~~ ~ ~4, I ~ ~R F
a. , v... ~ , STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH s , ANCHORING TOOL. w~,Y,K: ~ ..,w.._
' i~ _ .._.,..n. ~~....a.. _ e.. a a" ~ 9£ t i F 6 LLw.=`y 5 ~ ~ ~ PROPOSE®, ~O.~ARY 1 ~ r' ~ z ~A.
, , GRADED SLOPES AND Fl S -THE ANGLE FOR GRADED SLOPES AND FILLS ~ ~ • - ` Lw.,..,...w ,e
s ~..f'_ F IP 3 ~.es-+. - F. BE RET IN BY ALL A AN THE ANGLE WHICH CAN A ED a T a y it ~ ` ~ ` r T FENCE. {TYP ) C 2 PROPOSED RIPRAP ~ i a . , , ~ ti ,
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR r..-~• n. - ,;F~ ~ ~ ~_,..~,..ry r, ,,:k _ ~ : , ti d. . ~..aa~ ~ STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 21 ~ ` . ~ s , ~ , .,n . " { _ ~ ax °o OUTLET PROTECTION
B PLANTED OR 1 r ~ ND R DAYS OF COMPLETION OF ANY PHASE OF GRAD NG E ~ ~ ~ ~ CALF A . ~ C-21 r,,, r ~ (TYP,) ; : ~ ~ z~ ~ F ~
~ m..~ OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES s'"~ ` ,:,..w.,.. r - - i Y a , SUFFICIENT TO RESTRAIN EROSION. k ~ ~ ~ ~PR~PO~E~Q~9tP~AP ~ ~
PROPOSED L1~M TS ~ a : x ~ a~ N. , OF CONSTRU TION r ..~,e r ~ ~ , z FfI,O~U 1 t' DIl'C DINING {TY~~:} 20. r . ~ ~ µ ~ ~
~ .o ,P ~ n ~ ,s.. w u,µ.,... W , ~f ~ ~ ~ ~ - ,f ~ n,...., . . .
GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ~ ~ , _ " r r ~ , NON ACRE ~ ~ u~ ~.aM ~ ' w ON A TRACT COMPRISING MORE THAN ONE ACRE IF MORE THA E ~ °r,:~~ ~ r ' ,a. 3' ~ w.
_ . ~ C f FI I NT T TRAIN EROSION MUST IS UNCOVERED A GROUND COVER SUF CE 0 RES y~. ~ . ~~a f ; a . r 8 t f ~ ~ w.. ~ ¢ W., f ~ f ~d d t t i E- . - ,a- ~ ,r ~ i 1 ff r a
~ , J ~ ~ ~ M 8E PLANTED OR OTHERWISE PROVIDED WITHIN 21 CALENDAR DAYS ON THAT ~ .s . ~ r x _..a.~ F r., ~ :........~y ; 3f ~ 8 t i- e .K ~ J f f e R7 3 d n ' } °w' ~ e F - J' i l ~ Ay ~ - { 1 dfi d
PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS f .aa_ ~ NOT BEING UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY TO 1 t ~ ~ ~ ~ yr ,r ~n y r f ~ ~~m. fi ~ Q .~..w fr a'~e f ~ z ..-Y*,.. 5 d d' ~ ~ ' ~
~Y ~ ~ a~, F e ._w,,. CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE t A , y f. i,r y _ +q~ ~ r' I m wain,
INUNDATED. ~ 'r _ ,r i - SyR . n ox 1.,, ° y.. , a1 ~r of ~ ~ z ~r. ~ , ~ i i i~ ~ t~ ~ ~ f~ ~ ~ l~ .
>.iw. .n......,~. ~ . f r . r . N, ~ ~ ~ 1 ` t ew r ~,r 3,. r r
G IC CA ~ n ~ .dm.,,.~:.~.. o~ r r .r ~ ~ . - ~ ~ . ..w i r ~ ~ ~ t ~ i ~ i i t f ~ t r ~ i ~.tJ i ~~i
30 0 25 50 100 200 , ~ _ ~ r~~ ~n. . ,~a-' I r r ~ f ~ w, a, E
a >4 I w - ' ~ ~ .i.tL . a - ~.~k ° « ~ I' > ~ r { 3 i.N~ . F < ,ley .xSe~ t w,.
1
1 inch = 50 fL *SEE SHEET C-16 FOR EROSION CONTROL NOTES
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISED PER USAGE & NCDENR COMMENTS 7 28 09 CRT AS SHOYi SUITE 110 ER A [ ,'SA AND T Y SAFETY ®1
COLUMBIA SC 29223 APPROVALS DRAWN BY PROJECT DATEai MRB JUNE 2009 [phone] FOR THE EROSION SEDIMENT
~ BIDDING APPROVED BY PROJECT NUMBER ;
s s Office Locations: J( DP 80324.00.CA - ~ O CONSTRUCTION JOHNSTON AIRPORT CONTROL PLAN - 28
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia sB~ South Carolina Kentuck RECORD DING. SMITHFIELD, NORTH CAROLINA
REVISIONS

ZW

~~V 9 aW~ 5®

i$~ E~ EMERGENCY SPILLWAY
~m CREST ELEV. = 139.5°
~P
> ~p~ ~ _ ~ ; d Ve h ~~9: qtr ~rde:
z ' ~ .
,
f.
~ ~
r ~~'i"ti~~
F~ r w. , ti , e: t. ckw; }fin e
..p
~J ~ 139.t~°
OP OF BERM
°sls ~'P~11r 9Y1'I'~: iC ~.~M°: ~E
3 i
~ ~ 2 ~0
C-2 ~
~ ~ ~ U~~
W ~
i5~

S~ I I
~ TEMPORARY ~F FILTER RING
ELEV = 135.00 g_ I I
RIPRAP I I D50-10 I
8a€3~:: Ps ,~a ,
#y7 I ~s,
STONE I I
I I 93 LF 24 CLASS III 0-RING RCP
7 I { ) 133.00 a.5ox
4a I 1.25 LB./LINEAR FT. ~ ~ ~ °~'°~~'~.9~~,.,.~ 130.50' STEEL POSTS ATTACH HARDWARE CLOTH TO `
POSTS WITH STAPLES OR TIES ~
y"dk~"~'dS ?L x'47. SPACED fi" APART MAX. ; a, ` , ` ,n
SLOE TO
ORIFCE OPENING SECTION VIEW
0 ,ti yea i
O O ~ o O o 2 ATTACH TEMPORARY Q F
C_19 SKIMMER HERE TO 4" C~zlet, c~ ~ ~ ~n~t
ORIFICE. ELEV = 132.50 ~ FOLD CLOTH TO OVERLAP ~:r
fi" AND SECURE TO
24~ POSTS WITH STAPLES OR ~ ' ~ ~ , 3 ~ ,~;h ~.r~
MiN. WIRE TIES
4° MAX. SPACING 1 CORPORATE AREA POND OUTLET BURY CLOTH ~ ~ .ING
(SEE DETAIL) ~
C-19 STRUCTURE
NOT TO SCALE ~~~~~€:m
POST INSTALLAl10N DETAIL FILTER FABRIC INSTALLA110N
DETAIL
3' 2'
t 6" ~L'
5' IN. 5' IN.
NCDOT #5 OR X57 ar~sir~i[~n ~ ~~boi~~~s ~ te~i f~ t~ t3 and side tai s~
` WASHED STONE ?2~9~dlQI1 ?4~Ilp~sts~~tcs,~~ict~ls;>~e:~ed~t.trap
8 MIN. ~ ~~r~~rx~~~~ .
~1 ~hota~d ~a~ sv~n €sr a ztept7~ +.jt ~~.~ches: ~gtacei~:a maw
BURY MINIMUI BURY MINIMUM OF i2"
HARDWA HARDWARE CLOTH ~a:6;i~es#ai~:tlnti~~°4lu~~pc~Cc~~~. Ta~psca
i~.tai,las#t~~~?a•~~~`iaa~~~i~u~~~tle~di~c~e
El~IEB_E~6 ~~oiii~ ~~ia?s 6322 ~ {ratvt h.~ti ~~°tsa:~es: FILTER FABRIC BURIAL DETAIL
4'~`'Eep~~s~~;sts; ac~siarr~ire:~mross~p~f€ri
SCREEN ACCESSIBLE THROUGH DOOR
VENT b: ap ~;,~~a~ ~~I"'~:l~ec! ~Yy4r?i~at~~bc~r~s4~s€sat ~~~:~~~z~. ~i?;r~r`~p#oti~~a~~~~ele~~s~'ha~ing; filre~c
NOTE. ~~a~t-fh t~ teupecc~~t€u:~ ya e~~°€t=e: i:h ~~ac t~~
SKIMMER IS Ta BE A SURFACE FILTER FABRIC INLET PROTECTION I O N ~~i~ ~ ~rv~~~z ~p his ~~~e: ~~r t~~~~~.
DEWATERING DEVICE SUCH AS BMP '~l~ttoa~s ~ ~i~as ~fttie aria sii~i.~lzl o~ ~I~I>i~a~t~r~d
SKIMMER OR APPROVED DEVICE. DESIGN CRITERIA: TH BARRIERS, USE STEEL T POSTS. THE POSTS NEED TO BE 1.25 ~;~~~i€::,~i~ts=.,~~~C~~e~~s~:~~~a~pe~~ro~st~e~i,
FOR SECURING THE WIRE MESH HARDWARE CLOTH BARRIERS LB/LINEAR FT STEEL WITH A MINIMUM LENGTH S FEET. S FEET. MAKE SURE THE POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE HARDWARE CLOTH. SECURELY C SECURELY DRIVE EACH STAKE INTO THE GROUND TO A MINIMUM ~~ai~an:c~: ~~t~~~~~k~~~~~5~`~i~.e~~~~~'i~at~. ~eau~re~'e~
DEPTH OF 2 FEET. THE MAXIMUM SPACING FOR THE POSTS R THE POSTS IS 4 FEET.
~sii~~#amsis~Y~isi~s.e~;s€,~~~ehai~~s. ~~~~d~~t~~ba~2cs~tlap,
THE WIRE MESH SHOULD BE AT LEAST A 19-GAUGE HARDW; HUGE HARDWARE CLOTH WITH A Y4" MESH OPENING. THE TOTAL :~a~s~:~r:ixte~ec~t~'e,.rt~aEi~ss~iB~ti~-.
HEIGHT SHOULD BE A MINIMUM OF 2 FEET. THE SEDIMENT IE SEDIMENT CONTROL STONE, WITH A HEIGHT OF lfi INCHES, ~ ~ r'~al~~ia~t
SHOULD HAVE A OUTSIDE SLOPE OF 2:1.
FLOAT ~ ~ ba~fl~ ins ~Se~ .5~~t ~e sh~au~d BE AT LEAST 12 INCHES LOWER THAN THE GROUND ELEVATION
FLEXIBLE JOINT THE TOP ELEVAl10N OF THE STRUCTURE MUST BE AT LEAST ~ DOWNSLOPE FROM THE INLET. IT IS IMPORTANT THAT ALL ; T THAT ALL STORM FLOWS PASS OVER THE STRUCTURE INTO THE
ORIF1CE OR RES ICTOR STORM DRAIN AND NOT BYPASS THE STRUCTURE. TEMPOR~ tE. TEMPORARY DIKES BELOW THE STRUCTURE MAY ~ ~ ~ ~'`~y'°~~
~ ARY T PR VENT BYPASS FLOW. SOIL EXCAVATED V PLATE NECESS 0 E EXCAVATED WHEN CONSTRUCTING THE SEDIMENT POOL MAY BE ~ sfatri~z~sz:
USED FOR THIS PURPOSE.
OUTLET ENDS CONNECTION *SEE NCDENR EROSION AND SEDIMENT CONTROL DESIGN MANUAL
TO 6" RISER ORIFICE BARREL PIPE LONGER THAN SHOWN, CON UC110N SPECIfICAl10NS:
{REMOVE SKIMMER WHEN NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
CONTRIBUTING AREA IS 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHI N APPROACHING THE INLET. ~ BAFFLE DETAIL
STABILIZED) 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO 111E GROUNC THE GROUND SURROUNDING THE INLET. FACE POSTS EVENLY C-19 NOT TO SCALE
AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CL~ MAXIMUM OF 4 FEET APART. IARDWARE CLOTH. SECURE THE WIRE ME~I TO THE STEEL POSTS
AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOi SING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
STRUCTURE ORIFICE PLATE BARREL 4. PLACE CLEAN GRAVEL {NC DOT ~5 OR #57 STONE) ON 7 STONE) ON A 2:1 SL~'E WITH A HEIGHT OF i6 INCHES AROUND
SIZE (DIA.} (DIA.) THE WIRE, AND SMOOTH TO AN EVEN GRADE. .DE.
POND ~ 5. ONCE 11iE CONTRIBUTING DRAINAGE AREA HAS BEEN S CORPORATE AREA 4 4 HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS. SEDIMENT BASIN #1 4" 4" 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH 'ILIZE IT WITH GROUNDCOVER.
SEDIMENT BASIN #2 3° 4" MAINTENANCE
SEDIMENT BASIN #3 3° 4~ INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFI EACH SIGNIFICANT INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE Wil RCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
2 STANDARD SKIMMER DETAIL C-19 NOT TO SCALE 3
TEMPORARY INLET PF INLET PROTECTPON
C-19 NOT TO SCALE r TO scALE
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOWN SUITE 110 S A I DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS ERSA AND CORPORATE AREA DEVELOPMENT DRAINAGE AND EROSION C-19
MRB JUNE 2009 [phone] FOR THE
BIDDING APPROVED BY PROJECT NUMBER fir D D""61""KSON
DP 80324.00.CA Office Locations: JOHNSTON COUNTY AIRPORT CONTROL DETAILS & NOTES _28 a
DESCRIPTION DgTE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION REV N0. South Carolina Kentudc SMITHFIELD, NORTH CAROLINA SHEET #1
REVISIONS RECORD DWG.

WWa~ 6a
z~~
~ ~
~~c a~,, CONCRETE BLOCK
w~ ~ X WIRE MESH WITH BOTTOM ROW OPENINGS FACING OUTWARD

~5 w_~ y~
1 q
a . ~ ° Ys ~i ; e . . 8
~a ~ ~~~°3
~ ~
~
g ,.go DOZER TREADS CREATE
CLEAT IMPRINTS PARALLEL - ° ~ i _ ,
OPE CONTOUR a TO ESL l ~~°m~~ ,.,.,..u ~ \ ~ , . ® '
s
~ ~ • ~
~ _ ~ e
P~' PRAP RIPRAP La ~ ~'`~~"°~""'°~y J° T PIPE RI
° s N0. SIZE (IN) Class DEPTH (IN} ( ( DED AND STABILIZED ~ , ~ ~ SHOU BE SEE -
~'v_~~a ~ _ ~ E 1 16 D50=10 16 14 16 IMMEDIATELY. A ~ ~ ~ X10 16 45 46 ~ ? 54 D50
F ® ~ 1r 3 16 1 113 11 6 1" DIAMETER
FILTER BLANKET D50 WASHED STONE
S CTIO A-A ~ 42 1 t13 113 11
~ ~ 3 DETAIL ~ TRACKING TEMPORARY SEDIMENT OVERFLOW
~OSTRUCIIA SPECIFICATIO_ _ C®2 NOT TO SCA POOL E MESH
FOR E FILTER AND RIPRAP FOLLO THE EQUIR LINES AND GRADES 5H0 1. ENSURE THAT THE SUBGRADE
ACT ANY FILL REQUIRED IN THE SUBGR E TO THE DENSITY OF THE SURROUNDING ~ IN THE PLAN. COMP 1' MIN
A IN E SUBGADE ON UNDISTURBED SOIL MAY ALSO BE FIL BY UNDISTURBED MATERIAL. LOW ARE 2' MAX
INCREASING THE RIPRAP THICKNESS. e C 4 m
FILTER MUST C FORM TO THE ECIFIED ADING LIMITS SHO THE PLANS.
2. THE RIPRAP ANO GRAVEL
UST M T DESIGN REQUIRE AND BE PROPERTY PROTEC O PUNCHING 3, FILTER CLOTH, EN USED, SEDIMENT DFIOP INLET
ATIO. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING OTHER OR TEARING DURING INSTALL OF
VE THE DAMAGED AREA® ANY CONNECTING JOINTS SHOULD OVERLAP A MINIMUM PIECE OF FILTER CLOTH 0 NTH GRATE
1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENURE FILTER CLOTH.
B
Y BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. , 4. RIPRAP A 1(M1N>) 1.5 TI 1.5 THICK RIPRAP
THE RIPRAP SH LD BE 1, TIMES THE MAXIMUM STONE DIAETER< FINISHED ON GE 5. THE MINIMUM THICKNESS OF PLACE RIPRAP TO ON GEO TILE OSS SECTION A_-A_
GRADE FABRIC PROVIDE FLOW DEPTH FABRIC
I STONE ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY , D50 a 6. RIPRAP MAY BE F OF 1.5 (MIN.) D50 a 10~
ATHER-RESISTANT AND LL GRAD 1.5
THE D, MAKE THE TOP OF i~/ R~ 1 , TH NO OVEFALL AT THE PLAN PRON GRADE AS SHO 0 / ~ s` `\,~'`~\~i~~%~a~~ BLO AND GRAVEL DR INLET PROTECTION
7. C STRUCT THE A \ / A O SLIGHTLY BELOW IT. TH THE RECEIVING A E / THE RIPRAP AT THE DO STRE END LEVEL ` i/1~ ~~i
,e o , /e® INSTALLATION:
G S D PREFERABLY S AIGHT T THE APRON IS PROPERTY ALIGNED THE ECEIVIN ~ ~ / \ S. ENSURE THA 6
F A CURVE IS NEEDED TO FIT SITE C DIII S, PLAC IT IN THE UPPER SECTI / OU OUT ITS LENGTH. I ~ / \ TH / / ~ ~ GEOTEXTILE FABRIC 1. LAY ONE BLOCK O EACH SIDE OF TI°IE STRUCTURE ON I SIDE IN THE BOTT ROW TO ALLOW
OF THE APRON. / \\/~/`r~ TUCKED IN AT TOP POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE ( CREST OF THE STORM DRAIN. PLACE THE BOTTOM CAW OF BLOCKS AGAINST THE EDGE OF THE
LY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS STN VEGETATION. OF SLOPE) STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID ?NASHOUTS EN OVERFLOW OCCURS. IF
9.I LATE NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT RO~OS BY PLACING 2 X 4 WOOD STUDS
PREPARE EXISTING DITCH MAINTENANCE THROUGH BLOCK OPENINGS.
SUBGRADE TO CHANNEL 2. CAREFULLY FIT HARDWARE CLOTH OR C PARABLE 12E MESH TH 3~" OPENINGS OVER ALL
CTUES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND O BELOW THE SHAPE AS NEEDED TO INSPECT RIPRAP OU T STRU BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS T ACC ODATE RIPRAP RIPRAP HAS TAKEN PLACE OR 3. ~1 SLOPE OF FLAL® RAND SMOOTIi TETORANLEVEN GRADE®DOT ~5® WASHEDESTONE ISN A
PREVENT FURTHER flAMAGE. RECOMMENDED.
4 G TYPICAL ETI RIPRAP LIMN ~ T PROTECTION I P OUTL R
C_2 NOT TO SCALE C®2 NOT TO SCALE
a~_ PE TIQN AN MAITEACEo
INSPECTIONS SHOU BE MADE EVERY SEVEN {7~ CALENDAR DAYS AND THIN 24®HOURS AFTER EACH
RAINFALL EVENT THAT PRODUCES ~-INCHES OR MORE OF PRECIPITATION. ANY NEEDED REPAIRS
SHOULD BE HANDLED IMMEDIATELY.
ANTI-VORTEX PLATE B ANTI-VORTEX PLATE CREST OF DAM I SEDIMENT SHOULD BE OVED EN IT REACHES APPROXIMATELY 1/3 THE HEIGHT OF THE BLOCKS.
IF A SUMP lS USED, SEDIMENT SHOULD BE REMOVED EN ~T FlLLS APPROXIMATELY 1 f 3 THE DEPTH
H a TRASH RACK A EMERGENCY SPILLWAY OF THE HOLE.
ASH RACK r ,
D REST ® S RISER C ,g RIP-RAP OUTLET 2 2 SPOT LD 3 IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, TFIE STONES MUST BE FULLED AWAY FROM TFiE IN AND AHED REPLACED. SINCE CLEANING OF' A L AT A STRUCTION SITE MAY BE
F RISER 1 ®11 PROTECTI 1 A ATTACH SKIMMER HERE TO CP ~
C SEDIMENT ( E PLAN FOR SIZE) CREST OF DAM I DIFFICULT, AN ALTERNATIVE APPROACH WOULD BE TO USE 11~E CLOGGED STONE AS FILL AND PUT FRESH STONE AROUND THE INLET.
®g ® F.E.S. (SEE PLAN H EMERGENCY SPILLWAY
K FOR SIZE AND ~a® J STORM DRAIN INLET PROTECTION STRUCTURES SHOULD BE REMOVED ONLY AFTER THE DISTURBED
LOCATION) s ° AREAS ARE PERMANENTLY STABILIZED. REMOVE ALL CONSTRUCTION MATER{AL AND SEDIMENT, AND
INV. IN ® RCP 10 MIN. B J. DISPOSE OF THEM PROPERLY. GRADE THE DISTURBED AREp~ TO THE ELEVATION OF THE DROP INLET STRUCTURE CREST. STABILIZE ALL BARE AREAS IMMEDIATELY.

BARREL PIPE E sEC110N B-B PROVIDE MIN. OF G INV. ~~T10N A-A
3 CORRUGATIONS 5 T AY BLOCK ~Q VEL 6LET
IN CONC® CONCRETE ANCHOR A EMBEDDED C~2 PTT!l
5x5° WATERTIGHT ANTI-SEEP NOT TO SC~~LE
COLLAR LOCATED SLIGHTLY ~N R NO DO STREAM OF C/L DAM
UBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GR ,
RISER TYPE SEDIMENT EASIN SCHEDULE BE CLEARED. SCHEDULE
BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS LL AS O S{ZED STONES, p F G H I I J RISER RISER BASIN ®ASIN BASIN
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL A B C E NABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WI BASIN EMERGENCY EER CY ORIFICE DIA ORIFICE ELEV. GTH (FTC ~DTH (FT) SURFACE AREA ICY CREST SPILL WIDTH (F~ (SF)
ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIO HEIGHT CREST CREST . SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS> CONC. ANCH NV. IN F OF BARREL PIPE RISER PIPE INV. OUT SPILLWAY EQUIPMENT ILE BEING CONSTRUCTED 0 OF D OF D
SEDIM T RISER A>7
THE EMERGENCY SPILLWAY SHALL SE EDED IMMEDIATELY UP COPL£TI , , ~ ~ 24~ 129.50 135,75 135.75 3. ALL EMBANKMENTS AND 1 6 x 6 x 12 130,05 132.30 134<75 16 '5 135.75 10' 4~ 132. 170 135 14,451
AS C a ~ 1 .00 132>30 136.30 96~ 24~ 134.50 1313.00 1 EN SEDIMENT I BASIN REACHES THIS LEVEL IT SHALL 10 139. 10' 4" 135. 1 72 10,223
A YELLOW STRIPE SHALL BE PAINTED AT THE ELEVATION DESIGNATED 2 6 x 6 x 12 THAT IT WILL NOT ERODE< 10 141.00 10' 4" 137. 144 72 10®223
OVED DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER 1 7<00 132.30 1 .30 16" 24" 136, 140.00 141>00 BE REM 3 6 x 6 x 12 3 4" 133.43
RAIN AND REPAIRS MADE AS NECESSARY. CORPORATE AREA P D SEE DETAIL 1~C-16 5. THE TRAP MALL BE INSPECTED AFTER EACH
D OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. 6. CONSTRUCTI OPERATION SHALL BE GARBLE
7, ALL CUT AND fILL SLOPES SHALL BE 2:1 FLA R.
SAFETY FENCING 3' HIGH SH BE PLACED AROUND ALL SEDIMENT BASINS. S ice, ~ ~ ~ ~
ACE TO AS C361 STANDARD FOR ~0~ RING PIPE TO BEC E THE PERMANENT 9. THE OUTLET BARREL WILL BE INSTALLED IN ACC D t.
TE HAS BEEN STABILIZED. ASE AROUND PIPE SHALL BE COMPACTED TO MEET THE OUTLET FOR WATER QUALITY POND AFTER THE SI
REQUIREMENTS OUTLINED IN SPECICATI D-7O1. 7 ~.9~ ~ is~~ j it ~ ~ ~ ~'f{~ ~
WITH PRACTICE 6.61 OF NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
10. SEDIMENT BASINS SHALL BE UILT I OCCORDANCE 2 DI ENT IN DETAIL SE
MANUAL.. C_2 NOT TO SCALE
1001 PINNACLE POINT DRIVE RELEASED FOR DATE
PROJECT MANAGER DRAWING SCALE SUITE 110 ERSA ERSA AND CORPORATE AREA DEVELOPMENT DRAINAGE AND EROSION C-20
CRT AS SHOWN COLUMBIA, SC 29223 APPROVALS DRAWN BY PROJECT DATE FOR THE
~ 7 F1, [phone] MRB JUNE 2009 a u BIDDING JOHNSTON COUNTY AIRPORT CONTROL DETAILS & NOTES _288
APPROVED BY PROJECT NUMBER I A LLM Office Locations: Georgia CONSTRUCTION 4.OO.C OP 8032
Carolina C FILE NAME PLOT DATE munlty infrastructure consultants North arol n REV. N0. DESCRIPTION ®AlE South Carolina Kentuck RECORD DWG. SMITHFIELD. NORTH CAROLINA SHEET Z
REVISIONS hill

2W
Q
~ffi 11'
SILT FENCE ON
LOW SIDE OF 9®-0°
~ ROAD °~i® 4-4
N~o
°J EXISTING W
~o~ GRADE ~`-oW 0.
m °-m SEE NOTES 4 5 ~5
_ _ NN F._ _ °a~
x ~N I I
FiJ I I
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~6 I 6" MIN.
°a~ I I
~Y~ r I ,o®°-~ I I

~ \ ~ NOTE; ~ f 1
I . I I , ~ I
W ~ 1, MAINTAIN HAUL ROAD DURING CONS UCTION. 4 -4 3 0 PIPE I ~ ~ I PIPE 9°-0~ S" PIPE I ~ ~ ~ - ~ ~ 54~ PIPE
€ 2. RETURN TO ORIGINAL GRADE AT E COMPLETION OF ~ ~
~ WORK. I
3. VEGETATE ALL DISTURBED AREAS. _ _ ~ ~ °~Z e ~ ® I ~ I
~~W 4. REMOVE SILT FENCE UPON E5TABLISHET OF I ~ VEGETATION. I I w--°~ I
5. PLACE DOUBLE ROW OF SILT F CE ON BOTH SIDES I
a~ I Z~ OF HAUL ROAD THROUGH TLADS< I
I I I I I
S I ~ I f I
1 TYPICAL HAUL ROAD SECTION I I I I I
--®-®.--®-J L.__®®_ ----J
C-21 NOT TO SCALE 1.__________________
USE NEENAH R-3492 SERIES
12~ MIN. OF NCDOT AIRPORT MANHOLE COVER OR ~ APPROVED EQUAL
OR ?WASHED r~
STONE a .
5 min. FINISHED GRADE
- ~4 RAS 6" E.W. ~
9 1.5 MIN. ~ ; <; P
~0 .
~ 3600 cu ft acre ~ ~ / v. • • ' / S T i ° • 4
/ ~
~ \ \ R ; HARDWARE ~ ~
• / ~ CLOTH OVER END OF USE NEENAH R-3492 SERIES AIRPORT MANHOLE COVER OR
~ ~ gas PIPE ~ ~ APPROVED EQUAL
~ ~ ~ ~ ~ ~ ~ PVC
/ _ STEPS 12 O.C. O BASINS
NON-WOVEN ` _ j ~ ~ ~ ~ ~ • GREATER THAN 4 DEPTH FlISHED GRADE
/f/~/~/~/~/ X57 STONE 1.5 MIN. GEOTEXTILE FABRIC ~ ~ ~ ~ ~ i SAS C47B OR EQUIV.) \ ~ ~ ~ ~
~4 BARN 6" E.W.
STONE SECTION ~ ~ ac 6 CONCR OR ~
5~ CONCRETE BRICK ~ ~ ° e ~ , ~ ° 6~PRECAST CONCRETE OR
DESIGNS D OVERFILL 6 FOR ~ PIPE TOP SEE NOTE 6 ~ S PRECAST CONCRETE BRICK M / ~ SEE NOTE B
SE ENT sv MIN. r
21~ MIN. ~ ~ . ~ 4 MIN. D~ . ~ ~ ~ '~p . ~ ~ ~ T ~ ~ ~ a.
-
. - QE STEPS 12" O.C. ON BASINS
~~0 s ~ RARS 10 5 MAX, FILL - EMERGENCY SY-PASS ~ BARS 10~ E.W. ~ EATER THAN 4' DEPIT~
54~ RCP ~ASTM C47S OR EQUIV.)
~ ~ ~ ° 6'° BELOW SETTLED
- _ TOP OF DAM - o 3' MIN. RCP
2 TO 3.5 SECTION A-A NATURAL
FILTER
FABRIC GROUND 1. ALL CONCRETE SHALL BE 4®000 PSL 24~ RCP
2. ENDS OF ALL PIPES SHALL BE FLUSH TH INSIDE WALL. B~ MIN.
3, ALL STEEL BARS MALL BE PLACED 1-1/2~ CLEAR FROM BOTTOM AI 60T70M AND SIDES OF SLAE.
PLAN VI W ~ a 4. FOR PIPES UP TO 24 I.D. USE 3 -6 x 3 -6 BOX. ® a•.
5. FOR PIPES OVER 24~ I.D> BOX INSIDE DIMENSIONS SHALL BE PIPE 0.1 . BE PIPE O.D. -F 6" EACH SIDE OF PIPE.
6. ALL S S SHALL PROTRUDE 4~ FROM THE INSIDE FACE OF STRUCTI OF STRUCTURE WALL.
2 1NATER UALITY O D DETAIL a, CONCRETE BRICK WALLS SHALL HAVE A 1/4~ MORTAR COAT ON INSII °OAT ON INSIDE SURFACE. ~ BARS 10~ E.W.
C-21 NOT TO SCALE B. WALL THICKNESS IS TO BE 12" IF BOX DEPTH EXCEEDS 12'-0~. 12'-0~. ~
9. REINF CED CONCRETE MAY BE SUBSTITUTED FOR BRICK WALLS. REII e WALLS. REINFORCING TO BE BARS 12~ E.W.
~E'
4 J TI SOX
C-21 NOT TO SCALE LE
NATURAL GROUND ® ~
1, ALL CONCRETE SHALL BE 4,000 PSI.
2. ENDS OF ALL PIPES SHALL BE FLUSH WITH IN~~IDE WALL.
~ ~a~ SELECT ~ 3< ALL STEPS SHALL PROTRUDE 4° FROM THE IN:aIDE FACE OF STRUCTURE WALL.
a EARTH „k~•
~ . yy BACKFILL p ~~;w;
~I~~ 2 MIN.
~ COMPACTED , f~=~,~ Do _
.~~'-0', ~ EARTHFILL - ° ~I I I-I i i
m w _ I~-III M~ O _I l t~ _ _ I I-III _ w ~ . _ _ ~ ~ ~ ---III----~ P _ 1_-_I l it i~
l---I ! 1 I_I I ~ , - I I-! I ~-~II
I ! I ~ ~ - ~ I I ! ~ _I I fi !
4 ~ i---i I I ~ ~ ® CLASS D BEDDING (ACPA) ~y~tY_.~.;~~~~_;;-~~~_,~- 1B MIN. ~ ~~-11 - D®+ 3 _ _I I I ! 1 _I!! ~ I I _I I 1 _
~ I ICI ~ ~ ~ 11 I _I _ll 1 I ~ - VIII I_Ill,. LARGE JUNCTION A HOLE
~l I I I I _ I_--Iil , If .11 L^~ C-21 NOT TO SCALE
0 P CTED THE PIPE IS TO BE BEDDED IN C M A 6
4~ LAYERS TO THE SPRING LINE FIRST, THEN BACKFBLLED TH HAND PLACED
MATERIAL COMPACTED IN 4~ LAYERS TO A
DEPTH OF 12~ MINIMUM OVE THE PIPE> ~.'y
5 TE ARY T (VERSION DIKE DETAIL
C-21 NOT TO SCALE H ~ ~
3 PIPE TRENCH DETAIL
C-21 NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOYN - . , , SUITE 110 AAA CORPORATE DEVELOPMENT C- I EROSION 1 , 22
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS ' MRB JUNE 2009 [phone] FOR THE
R~,~ 7~ f~BIDDING APPROVED BY PROJECT NUMBE
cam? Y. = L Once Locations: j DP 80324.OO.CA - CONSTRUCTION T COUNTY AIRPORT CONTROL DETAILS SMITHFIELD, NORTH CAROLINA
REV. NO. DESCRIPTION DALE PILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia a~ 0 HEET #3
REVISIONS South Carolina Kentuck RECORD DWG. JL

~sW 1.25 LB./LINEAR FT< STEEL POSTS

~§o =_W~ EXTRA STRENGTH FLOW
FILTER FABRIC
6 ® :
A PLACED RIPRAP
O~ ~ .~,,,.•ra v m Nc
$ . ~ ° s ~ ~ ~
~ ~ ~ M.~.;. v, ,;°=`4°~ HEAVY DUTY PLASTIC TIE EDGES SHALL BE TAPERED OUT
BACKFILL TRENCH WITH £~r ~ FOR STEEL POSTS ~ TOWARDS ROAD TO PREVENT ' ! ~~c ~ ~
COMPACTED EARTH bk TRACKING OF MUD ON THE EDGES of b~. ~ PO ~~J
.y ( . G ~,0 ~ pF .°~,q~.~~ ~'°~b ~ ,qp4~ ti ~~~3 3 ~a.• .y
Fti~ ~ , ~ V~ as v N ~~,M ~ p tiR ~ ~ a~~. r
2= ~G ~y' ~ t ~ 'y n1N~ ~~i,
E ~ ~ g W BURY FABRIC
USE EITHER FLAT-BOTTOM ~ PIPE . b
OR V-BOTTOM TRENCH ~ ~ u~ , ~~.a°' ~
SHOWN BELOW
SILT FENCE ISTALLA110 ~ a ~ . , -NCH MIN< ~ ~o NOTE.
6I z°"~ . ~~~,.r, ~ ~ ,
- T 24-I ~ i. INSTALL A CULVERT PIPE ACROSS TI 113 IN. 0 N _ AVERAGE STONE DIAMETER E ACROSS THE
16 IN. TO 24-1N. ~ ROVID W ~ FILTER FABRIG FILTER FABRIC ENTRANCE EN NEEDED TO P OF 2 TO 3-INCHES WITH A ~ D TO PROVfDE A
~ ® b~ POSITIVE DRAINAGE. ®_Y 6-INCH MINIMUM DEPTH 2. DIVERT ALL SURFACE RUNOFF AND 1NOFF AND PLAN UIE
COMPACTED COMPACTED ONE PAD TO
EARTH EARTH _ DRAINAGE FROM THE STONE PAD TO S 24-IN. UNDERLINING NON WOVEN GEOTEXTILE FABRIC A SEDIMENT TRAP OR BASIN OR 'ASIN OR RIPRAP D50 = 10"
RUNOFF RU~ MINIMUM OTHER SEDI ENT APPING ( 'LNG 6" DTH 7 STONE
~ ° ~ s ~ ~s ~ ,~,.~1._ ~ STRUCTURE. ~~,Mr GLEANOUT STAKE MARKED
~4 t a ~ ^a ice, € I5 '1 Sm 3 1 " } AT 0.5'
~V ~ ~w. nl 1 ~j @..a. mt 7
PIPE ~ ~ Y . , - ~ . FlLTER FABRIC UNDER
B-IN. 9 ~~m a; 6-IN. (~w~., ~ dak ~.1 FILTER
4-IN. (MINIMUM) FILTER FABRIG FABRIC S CTION A-A CHECK DAM
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS ERE TRAFFIC ALL BE LEAVING A FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL E AND ERE T USE IT:
CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD. ROCK SEDIMENT DIKES ARE MOST EFFECTIVE I AREAS ERE SEDIMENT CONTROL IS NEEDED WITH MINIMAL
CONSTRUCTION SPECIFICAT10NS: DISTURBANCE. THEY CAN BE USED AS SEDIMENT CONTROL STRUCTURES FOR THE OUTFACES OF DI SIGN SWALES,
SILT FENCE DETAIL: DIVERSION DIKES, I LOW AREAS OR OTHER AREAS EIRE CONCENTRATED SEDIMENT LADEN FLOW IS EXPECTED> ROCK
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETAl10Ns ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND L AND SEDIMENT DIKES S LD NOT BE PLACED IN WATERS OF THE STATE OR ANY OTHER STREAMS THAT HAVE A BASE FLOW.
EN .AND WHERE TO USE IT PROPERLY ADE IT.
SILT FENCE IS APPLICABLE IN AREA5: 2. PLACE THE GRA TO THE SPECIFIC ADE AND DIMENSIONS SHO ON THE DETAIL, AND S00 IT. INSTALLATION:
3. PR04~DE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. ERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100-FEET. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPRO STABILITY OF THE FOUNDATION IN LOCATBONS SUBJECT TO TO ANON- VEN GEOTEXTILE FABRPG SHALL BE INSTALLED OVER THE SOIL SURFACE WHERE THE ROCK SEDIMENT DIKE IS
ERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2H:1V. SEEPAGE OR HIGH WATER TABLE. TO BE PLACED.
THAT DO NOT RECEIVE CONCENTRATED FLO GREATER THAN 0.5 CFS. THE BODY OF E ROCK SEDIMENT DIKE SHALL BE COMPOSED OF MINIMUM 10-INCH D50 RIPRAP.
PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BHP. MAINTENANCE: THE UPSTREAM FACE OF THE ROCK SEDIMENT DIKE SHALL BE COMPOSED OF A 6" THICK LAYER OF 3/4-INCH TO
COS ~TION SPECOFICATIONS: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SBTE. THIS MAY REQUIRE PERIODIC TOPDRESSING 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE V SBTE. 1-INCH D50 WASHED STONE PLACED AT A SLOPE OF 2H:1V.
1. USE A SYNTHETIC FILTER FABRIC AT LEAST 95~ BY WEIGHT OF POLYOLEFlNS OR POLYESTER, ICH 1S USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS E~RIAIS ROCK SEDIMENT DIKES SHALL HAVE A MINIMUM TOP FLOW LENGTH OF 2.5 FEET (2-FOOT FLOW LENGTH THROUGH THE
CERTIFIED BY THE MANUFACTU O SUPPLIER AS CONFORMING TO THE RE IEMETS IN AS D 6461. SPI D, WASHED, O ACKED ONTO PUBLIC ROADWAYS, OR AIRFlELD PAVEMENTS. RIPRAP AND 6" FLOW' LENGTH THROUGH THE WASHED STONE).
SYNTHETIC FlL FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0' TO 120' F. THE R K MUST BE PLACED BY HAND O MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM THE SEDIMENT
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 DIKE) TO ACHIEVE THE PROPER DIMENSIONS.
FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. A SEDIMENT SUMP S BE LOCATED ON THE UPS EA SIDE OF THE STRUCTURE TO PROVfDE SEDIMENT STORAGE,
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE IMRE FENCE WI A MINIMUM 14 GAUGE Ap 2 TEPOA Y VL CONSTRUCTION ENTRANCE A MAXIMUM MESH SPACING OF 6 INCHES. C-2 NOT TO SCALE THE UPSTREAM SIDE OF THE SEDIMENT SUMP SHALL HAVE A SLOPE OF 5H:1V TO INHIBIT EROSION OF THE SEDIMENT
STORAGE AREA, E MINIMUM DEPTH OF THE SEDIMENT SUMP SHALL BE 6". MARK THE SEDIMENT CLEANOUT LEVEL
OF THE SEDIMENT DIKE NTH A STAKE IN THE FIELD.
CONSTRUCTI0N:
SEED AND MULCH ALL DISTURBED AREAS.
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH O EXTRAS ENG S THE11C FILTER FABRICS. (NSPE~,TIO AND AITEANGE:
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. THE KEY TO A FUNCTIONAL ROCK SEDIMENT DIKE PS ~ NU MONITORING, MAINTENANCE AND R . UI
HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE S UCTUE. ( ~ SEDIMENT REMOVAL.
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN E FILTER CLOTH ONLY AT A SUPPORT POST TH 4
FEET MINIMUM OVERLAP TO THE NEXT P T. REGULAR INSPECTIONS SHOULD BE DONE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE RAINFALL EVENT AT PRODUCES '~-INCH OR MORE OF' PRECIPITATION.
POSTS. EXTEND THE RE MESH SUPPORT TO THE BOTTOM OF E TRENCH. FASTEN E RE REINFORCEMENT,
THEN FABRIC ON THE UPSLOPE ADE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 REMOVE SEDI ENT E IT REACHES 50~ OF THE SEDIMENT STORAGE VOLUME OR EN REACHES THE TOP OF CLEAOUT STAKE. REMOVED SEDIMENT FROM THE SUMP SHOULD BE OVED FROM, OR STABILIZED ON SITE.
POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 6 FEET APART. SUPPORT POSTS 12~ MIN. OF NCDOT SHOULD BE DRIVEN SECURELY INTO E GROUND A MINIMUM OF 24 INCHES. 7 WASHED ALL ROCK SEDIMENT DIKES SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZAI1ON IS ACHIEVED OR
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. STONE , ° AFTER THEY ARE O LONGER NEEDED. DISTURBED AREAS RESULTING FROM THE REMOVAL OF ROCK SEDIMENT-DIKES
SECURELY FASTEN THE FLTE FABRIC DIRECTLY TO POSTS. RE OR PLASTIC ZIP 11ES SHOULD HAVE MINIMUM 5 mm. 5° min. SHOULD BE PERMANENTLY STABILIZED,
50 POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 6 INCHES DEEP ALONG THE PROPOSED. LINE OF POSTS 4 ROCK SEDIMENT DIKE CHECK DAM
AND UPSLOPE FROM THE BARRIER. ~ r, " , oI 1.5 MIN. .Y p
S. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. , 9. BACKFILL THE TRENCH NTH SOIL PLACED 0 THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF C-2 NOT T~J SCALE 2~
3600 c~a 1~/®cre Q~~ THE BACKFILL IS CRITICAL TO SILT CE PERFORMANCE. ~ T
~ e 10. DO NOT ATTACH FLTER FABRIC TO EXISTING TREES. , "t0,~ 5' AX> ~~F
S ~ ~ ~ , f ~
~ ~ ~ ~
> ;1 MAINTENANCE. ~ ~ 1 ~ _ . w
1.5 MIN. ~~1~ ~ ~ INSPECT SEDIMENT FENCES AT LEAST ONCE A EK AND A EACH RAINFALL. MAKE ANY REQUIRED REPAIRS L ~ ~ ,
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INE CTIVE, REPLACE IT NON-WOVEN
PROMPTLY. GEOTEKTILE FABRIC
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO STONE SECTION REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. S C1`I
RING E AREA TO A E AND STAB LIZE DESIGN SE D REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND B TH G D I OVERFILL 6" FOR
I . TOP IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABIL ZED SETTLEMENT
21~ MIN. ~ 4` MIN. MIN.
~ SILT FENCE DETAIL SEDIMENT TRAP ROCK ®UTLET
;.r . C-2 NOT TO SCALE
° ROCK HEIGHT BOTTOM INSIDE SIDE TOP WEIR BOTTOM RIPRAP 7OP RIPRAP ~ ~ - . , . FLOW LENGTH FLOW LENGTH WIDTH (ft) a LET (OJ WIDTH (ft) SLOPES XH:1 ft 5' MAX. FILL
1 8.7 3 2 9 21 19 `"~~~9 ~ 155 ' ~ ~ EMEGEGY BY-PASS :°2
3 2 1 19 ~ ~ 2 .7 9 9 2 _ r / / P °r 6 BELOW SETTLED
=~--~-s,l- - 3 3,7 3 2 7 21 11 s , 3' MIN. TOP OF DAM ' MIN.
2 TO 3.5
FILTER NATURAL
SEDIMENT T P DIMENSIONS FABRIC GROUND
EDIMENT BOTTOM BOTTOM MIN. MIN. TRAP INSIDE SIDE LEANOUT BOTTOM SPILLWAY TOP OF
TRAP ENGTH (ft} WIDTH (ftj SURFACEAREA TRAPVOLUME EPTH (F'f) SLOPES EPTH (F'T) ELEV. {Ff) 5T(Ff) ROCK (6F) (~:1~ PLA VIF N
1 100 50 5151 11,96D 22 2 1.1 146.5 148.7 1502 ,A VIA
2 100 50 5951 11,160 22 2 1.1 146.5 148.7 1502
3 90 45 4002 8,640 22 2 9.1 146.5 148,7 1502
4 ,09 ~ au45 6,7~ 3.0 z ,.5 ,99.E ,42.3 ,43.8 3 T P AY EDI EDI T TRAP
5 100 30 8945 8,510 3.0 2 1,5 199.8 94208 943,8 C-2 NOT TO SCALE r To scALE
PROJECT MANAGER DRAINING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOD - SUITE 110 ERSA 1-N Al ' 1 COLUMBIA, SC 29223 APPROVALS ERSA AND CORPORATE AREA DEVELOPMENT DRAINAGE AND EROSION 7,o2
DRAWN BY PROJECT DAZE [phone] MRB JUNE 2009 FOR THE
APPROVED BY PROJECT NUMBER ~ll~ , BIDDING
DP 60324.OO.CA Office Locations: North Carolina CONSTRUC110N JOHNSTON COUNTY AIRPORT CONTROL DETAILS & NOTES SMITHFIELD, NORTH CAROLINA SHEET #4
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants Georgia South Carolina Kentuck RECORD DWG.
REVISIONS

W~~-
~SW 34 -7
?~Jr
g~° 1OA-®" 1®~ 9A-®~ 10" 1 a'-o" o~
41W
p,® Nq® ~U}F
FZW
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OCR II y~
_m ~'.f COVER POPIT WITH 12~ x 12~
~ '3 'f.=' SQUARE OF AS CI377
z~N JOINT AP PRIOR TO 03ACKFILL
F~ CZ~ ~r ®16
~ p;N e.C~ ~ r ,r
ZHZ W~ f ~
~yy<
0 Ug 'r ~ fA®G a~.t. ? ~ I I
g Y ~r ~ POPIT
~ = 3~ (MIN.) ~~~r~ 31~ (MIN.) _ HOLE PLUG
K'~Q ,.;fir'. ®2
~~a < ~ ~ ® I i
',f' Sin DIA J I I
B , ~ 3in DlA ~~~r'; ~-x _ WEEP HOLES 2 EP HOLES ~ I I
_ ( SEE DETAIL ON (TYP,) - ® I I
WEEP HOLE THIS PAGE - ~ I 13~ DIAMETER
°~r' Af`- ~ , I LIFT HOLE
. sy~ I 5C~ r ~ ~ ~ ~~P V ~ O C t'd I I
I I
~aF J ~,3 ~f K~~ I I

°N-
i~ F'?~; 4 POIT INSTALLATION DETAIL
a
-2 NOT TO SCALE
5 _ ~ - ' a e, r . xt .a ~f' G n..., r
ey 6~ GRANULAR ~AS~~~ £ a fi v
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / //r////r///////////o// ////rrr// r 4 1 2 DIA.
r/ r////r////////r///r/ ////////i / r \ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\~ r\
/ ~ / ~ /
.Cz'3' ,g r ~r a y r i c v ~ /
COMPACTED / COMPACTED
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EARTHFILL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / r / r / / r / / / / / / / r ~ EARTHFILL
r / / / / / r / r / r / / / / / / / / / (STRUCTURAL) . \ (STRUCTURAL) ~
MUCK DEP =5{MIN.) IIN.) ~ ~
BELOW S EA BED ELEVATION :D ELEVATION MOLD INJECTED
POLY~ETHYLEE
TYPICAL SOX CULVERT CROSS SECTION
-2 NOT TO SCALE 2 1 2~
3 1 4'°
5 P PIT HOLE PLUG DETAIL
\ X57 STONE APED IN \ GEOTEXTILE FABRIC -2 NOT TO SCALE
/ r
~r
~
~ FIX Y~ SS
r DWARE CLOTH I
~ ' ~ EP HOLE 18 {MIN.) 3in DIA ~ w
EP HOLES i \ HUI~ END O OUTLET
REINFORCED CONCRETE SOX CULVERT NOTESe _ ~ \ { ~ r / .r / END SECTIONS. SPIGOT END O INLET
_ / \ 1. REINFORCED CONCRETE BOX CULVERTS SHALL BE MADE UP OF PRECAST SECTIONS \ END SECTIONS,
N S OTHERWISE APPROVED BY THE WITH NOMINAL LAYING LENGTHS OF B FEET, U LES ~'~j / ~
\ \ \ \ \ \ - ENGINEER. SEE SPECIFICATION D-701 FOR ADDITIONAL MATERIAL AND INSTALLATION \ \ \ \ \ \ \ \ \ \ \ \ NORM, FlLL S~®~ 1:1
/ / / / / / / DETAILS. / r / / r / X X ~.OPE - SLOPE
2. BOX CULVERT SECTIONS SHALL BE LAVED AND J~NED IN A MANNER THAT
PROTECTS THE MATING SURFACES OF THE TONGUE AND GROOVE. 12"
3. SECTIONS WITH DAMAGE SHALL BE REJECTED AND REMOVED AT THE CON ACTORS EXPENSE IF THE DAMAGE PREVENTS PROPER JOINING AND SEALING OF SECTIONS.
BOX CULVERTS SHALL BE flESiGNED BY THE MANUFACTURER TO RESIST THE C PACTED I END
ANTICIPATED LOADING I ACCORDANCE ASTM C-1433° REFERENCES TO ASTM EARTHFILL PIPE END .J SEC110
C-?B9 AND C-B50 ARE SUPERCEEDED BY C-1433. (STRUCTURAL)
5. CULVERTS ARE SHO TH STANDARD DIMENSIONS. ALL DIMENSIONS SHALL BE ,~L~p~'ppIIDETAIL
CONFIRMED BY THE MANUFACTURER PRIOR TO FABRICATION.
6, THE CONTRACTOR SHALL PROVIDE MANUFACTURERS SHOP DRAWINGS TO THE 2 EN I EER AT LEAST 30 DAYS PRIOR TO FABRICATION. CONTRACTOR SHALL TYPICAL SOX CULVERT CROSS CTI N 1 , GN 4 2 SLOPE CU1 T
PROVIDE THE OPERATING HEIGHT OF THE EQUIPMENT TO BE USED FOR CULVERT ®2 NOT TO SCALE EXTERNAL JON dL JOINT AP {ASTM C-677)
INSTALLATION. AND FILTER FABRIC iER FABRIC COVER 6~
7, DEWATERING FOR INSTALLAIi OF THE EVERTS SHALL BE PERFORMED TO TO BE PNSTALLED BY JSTALLED SY CONTRACTOR ~ r t
LOWER THE GROUNDWATER TABLE AT LEAST 2 FEET BELOW THE BOTTOM OF THE PRIOR TO BACKFILLB SACKFILLBG. ~t ; ;
EXCAVATION.
B. DEWATERING EFFLUENT SHALL BE DISCHARGED TO SEDIMENT BASINS AND NOT DIRECTLY TO THE NATURAL STREAM.
9. A STREAM DIVERSION SHALL BE CONS UCTED ALONG THE SIDE OF THE CULVERT
INSTALLAl10N TO ACCOMMODATE FLO 1LE CONSTRUCTING THE BOX CULVERTS SECTION-XX FRONT ELEVATION
STREAM DIVERSIONS OUTSIDE OF THE LIMITS QF CONSTRUCTION SHO ON THE
PLANS MUST BE APPROVED PRIOR TO INSTALLATION.
10. MUCK REMOVED FROM THE CULVERT CAVATION AS SHOWN ON THE PLANS SHALL BE DEPOSITED AT THE LOCATION SHO ON THE DRA NGS AND SHALL BE
GRADED TO UNIFORM DEPTH AND POi~DE POSITIVE DRAINAGE.
A CON-SEAL OR APPROVED E UAL ~ ^ ~ 11. PREFORMED FLEXIBLE JOINT SEALANT SH LL BE ~ GENERAL S:
12. EXTERNAL JOINT WRAP SHALL BE MAR-MAC OR APPROVED EQUAL. JOINT AP END SEC110N TO SE USED ONLY ERE SHO ON PLANS
SMALL BE INSTALLED ON CLEAN SURFACES AND FlRLY FIXED BY BANDS OR ~ ® p.. _ ® AT LOCA110NS AS DIRECTED SY E ENGINE END SECTIONS DIMENSIONS
OTHER METHODS TO PREVENT QVEET DURING BACKFILL OPERATIONS. ENDWALLS TO SE PLACED ON FlAREO END SECTIONS OF DIA. A S C E F
- 13. THE CENTER BOX CULVERT BARREL SHALL BE FILLED NTH APPROVED SITE SOILS ~ ~ TO 0.5 FEET DEEP FOR ITS ENTIRE LENGTH AND 1MDTH PRIOR TO INTRODUCING PIPE ONLY ERE SHO ON PLANS O AS DIRECTED 6Y 12 4 2 -0 4 -7 S 2 -0 6 -7 6
FL®W. S THE ENGINEER. CORNERS TO I3E CRAM ED 1"e CLASS 15 6 2 -3 3 -10 2 -6 6 -1
14. THE VOID SPACE BE EN ADJACENT CULVERT BARRELS SHALL BE FILLED TO THE CONCRETE SH 03E USED I ENWALLS. FLARED END 16 9 2 -3 3 -10 3 -0 6 -1
TOP OF THE CULVERT WITH PLOWABLE FILL, MEETING THE REQUIREMENTS OF - ~ ~ SEC110S ARE NORMALLY USED ON PIPE TH SKEW ANGLES 24 9 1 2 3 -7 1 2 2 -6 4 -0 6 -1 1 2
SPECIFICATION P-153, CONTROLLED LOW STRENGTH MATERIAL (CLS). THE ENDS SE EN 75° AND 105°. 30 1-0 4 -6 1-7 3 4 5 -0 6 -1 3 4 36 1-3 5 -3 2 -10 3 4 6 -0 6 -1 3 4
OF THE VOIDS SHALL BE FILLED WITH 4000 PSI CQNGRETE FACING AS SHOWN. 42 1-10 5 -3 2 -11 6 -6 6 -2
2 -1 6 -0 2 -2 7 -0 6 -2
PREFORMED FLEXIBLE SEALANT (AS C-990)
INSIDE OF R.C.B.
RC.~¢$, OX CULVERT DESIGN CRITERIAe m~ ~ ° m; : ~ , .048 LAY
- ~ ~ ~ ~ ,t - ~ i DESIGN AIRCRAFT GULFSTREAM III ~ , t ~ ',J. ~ ,;'i, TA A D REINFORCED CONCRETE FLARED END SECTION
AIRCRAFT WHEEL LOAD - 33 345 LBS STRUT a o -2 NOT TO SCALE
LOADING PARAMETERS -FAA AC150~5320-6D AND -5C fl ~ ~ ' , , ~?'T ~ ~ ~ T° 3 ~ r3 ~ TYPICAL JOINT DETAIL
COVER HEIGHT - AS SHORN ON THE DRAWINGS ~ , Qi, . ~ 1..:~, ~ h ~ ~ ~;~;y , , ~ ~
DESIGN METHOD - ASTM C-1433 -2 NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 1009 PINNACLE POINT DRIVE RELEASED FOR ®A
CRT AS SHOWN SUITE 110 ER AN RSA AND CORPORATE ~EAREA DEVELOPMENT BOX CULVERT DETAILS & C-23
DRAWN BY PROJECT DATE e ~r~~i COLUMBIA, SC 29223 APPROVALS MRB JUNE 2009 803 786-4261
APPROVED BY PROJECT NUMBER BIDDING
=~l;i ~,j , ,P ?JE. Office Locations: J DP 80324.00.CA N CONSTRUCTION JOHNSTON COUNTY AIRPORT NOTES SHEET #1 _28
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia SMITHFIELD, NORTH CAROLINA
REVISIONS South Carolina Kentuck RECORD DWG.

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U
~~W CHAMFER 1 HEADWALL
b~® 1' _2
~E 4- BARS CONTINUOUS 6 "
.C. ohm 3 STIRRUP 1 0 3~~ (MIN.)
~~i' , ® . p ® CAST IN PLACE COMPACTED
RJR ° ` " COC° HEADWALL EATHFlLL N~ W ° ®p ° . ° 2 CLEAR A 8" 2~
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~ W AST \ \ ~ ~ ~9 REBAR X 15 LG TOP SLAB OF PEC \ \ r. WBNGWALL
~z ONC° BOX CULVERT / / ~ C / / ~ , / / „ I y .
- CONFORMING TO ASTM C-650 \ \ ~o~ \ \ BARS 12 O.C. \ , ~x / / ~5 12" 80TH WAYS, ~ , ~ .
DRILL do EPOXY ANCHOR / / BOTH WAYS / / Y~. b a NTO TOP SLAB \ \ REBAR I \ \ EACH FACE EACH FACE a'
\ / /
~ / / / / VARIES \ \ ~ \ \ ~ .
\ \ ~ / / / /
W / / \ \ \ \ 8 \ \ ~ "
Y 1 YPI AL HEADWALL SECTI N / / .c. b T 5 BARS 12 / / x. APRON - ~ ~ .
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ULVERTS " " " 4'-0" \ FILL VOID BETWEEN BOX C 3Y~ (MIN.) 12 10 \ /
WABLE FILL PROVIDE / WITH FLO
3~"X6" FACING AT EACH END OF ~ 12"
CULVERT PLOWABLE FILL COMPAC 3 " MIN. EARTHFILL J~ ( ) CULVERTS 1®"
UL T BOX CULVERT BOX C
4 SECTI THU INiALL s HALF PLAN
- NOT TO SCALE C2 C-2 NOT TO SCALE
00 sr S METRICAL A80UT TERLINE
P CONC FACING
1 C C 6 MIN.
HEADWALL -2 Z
BOX CULVERT BOX CULVERT
APRON SLAB
14'-0" 3"
SECTION C-C P~' BACKFILL 1T-3~ _ -
2°
PRECAST / /
CONC° CULVERT / 9'X7' PRECAST
/ / / ~ VOID FILL DETAIL CONCRETE CULVERT
. C-2 NOT TO SCALE ~ PER ASTM C-850 1 10'X6' PRECAST
NGWALL ~ HEADWALL CONCRETE CULVERT CULVERTS 1 -2 PER ASTM C-850
-2
FILL VOID 8E
5-3" 80XES
1MNGWALL
7'( O CENTER BAR LL)
2'-Q"
l 5'-3~
BAR THE GREATER OF B BAR 12" 0°C. 12"
DIA° OR MANUFACTURER°S
RECOMMENDATION 18-6" APRON
2" 6"
6'-0~
° ~A3T IN' O~LACE CONC ETE t , PRECA CONCRETE f 7'®0~ 10'-0~
, , ® COMPACTED ~ -
° . a . ° ° ° . E THFILL " ~ ® ° ° 1'-6~
I 4'®6~
e ~ \ \ \ BARS \ \ \ ~ " \ \ \ \ „ REINF° BAR ~ / / / ~ ,C, 3 CLEAR
v / / / 12 0 LE G COURSE JUNC110N OF NEW „ OTES SE
3 CLEAR TYP SEE N ( ) AND OLD CONCRETE
DRILL EPOXY 1
A, 1
3 A ANCHOR INTO IN A CH ROD ETIL BOX CUL T AT APRON 'RON _
G-2 NOT TO SCALE " GWALLS 12" CUT OFF 10 ---I ®®---®-.®~..s_~_®-®-®---®-
WALL SPACING COINCIDENT -CONCRETE 4'-0~ tMIN.)
WI APRON REBAR FILLET
AN FREE OF 5 SECTION A®A 1. CONTACT SURFACE OF BOX CULVERT TO BE CLE " CUT OFF
LAITANCE AND INTENTI ALLY ROUGHENED TO AN AMPLITUDE OF Y~ ° - T TO SCALE C 2 No 80TTO OF WALL
APRON SLAB
2. RESIN ANCHORS TO BE INSTALLED IN ACCORDANCE NTH MANUFACTURER'S INSTRUCTIONS AND NULL BE PAID FOR AT THE
UNIT PRICE BID FOR REINFORCING STEEL.
26'-5"
_ 3, RESIN ANCHORS SHALL BE 0 COMP ENT CHEMICAL ANCHOR5
CONSISTING OF AN EPOXY, POLYESTER VINYLESTE RESIN AND A GENERAL NOTE:. HARDENING AGET° RESIN AND HARDENING AGENT SHALL BE SUPPLIED 1. ALL CONCRETE AND REBAR SHALL BE ISI 1ALL 8E INSTALLED
PRE-MEASURED FROM THE MANUFACTURER AND MAY BE CONTAINED 1. CONTRACTOR SHALL FIELD IFY ALL DIMENSIONS PRIOR TO ACCORDING TO ACI-316 LATEST EDITION. iT EDITION.
IN GLASS CAPSULES OR BULK CARTRIDGES OR CONTAINERS. THE STARTING RK AND SHALL NOTIFY THE ENGINEER 2. REINFORCEMENT SHALL BE HELD IN PLACE _D IN PLACE DURING
MINIMUM BEDMENT OF E REINF CING STEEL INTO THE EXISTING IEDIA LY OF ANY DISCREPANCIES° CONCRETE PLACEMENT. IF REQUIRED, ADD COCR SHALL BE THE GREATER OF 11ES THEN IAL BAR ;UIRED, ADDITIONAL BARS
RECOMMENDED BY THE MANUFACTURER, 2° THE C ACTOR BS SOLELY RESPONSIBLE FOR E DESIGN SHALL BE PROVIDED BY THE CON ACTOR DIAME OR THE DEPTH rON ACTOR TO FURNISH
RESIN ANCHORS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS AND EEC1]ON OF TEMPORARY BRACING AND SHORING AS SUPPORT FOR ALL BARS. LIVE STRENGTH SHALL 8E 7 HALF ELEVATION
FOR ULTIMATE TENSILE LOAD WHEN TESTED IN CONCRETE HAVING A REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL 3° CONCRETE MINIMUM COMPRESSIVE STRENGT COMPRESSIVE S ENGTH OF 4000 sl LESS AND EMBEDMENT DEPTH PHASES OF CONS UCTION. 4000 P°S.I< AT 26 AYS>
AS DESCRIBED ABOVE: REINFO CING BAR (1/2 DIAMETER) 108000 Ibs.e 3° TRENCH SIDE SLOPES SHALL BE 1H:1V FOR EARTH BACFIII. 4< REINFORCING STEEL SHALL BE ASTM A615a ASTM A615a GRADE 60. -2 NOT TO SCALE
REINFORCING BAR (3 4" DIAME ) 208000 Ibs° THE ULTIMATE TENSILE A 6" LAYER OF 57 STONE MAY BE PLACED UNDER BOX 5. SPLICES FOR REINFORCING BARS SHALL BE RS SHALL 8E CLASS 8 S METRICAL A80UT CENTERLINE
EGTH GREATER 4 OAD FOR TEST IN CON RETE WITH A COMPRESSIVE S T ECTIONS AS A L LING COURSE° TENSION LAPS IN ACCORDANCE TH ACI-a B REDUCED BY MULTIPLYING BY THE FOLLOWING GULVER S E TH ACI-318.
THAN 4000 psi SHALL E GWALL TO BE PLACED O UPS E ACE SHALL BE 3" CLEAR FACTOR FOR COMPARISON TH ABOVE RE IREENTSo /?~c 5. HEADWALL AND WIN 6, MIN° BAR CLEAR 3E 3" CLEAR FR 80TT ~ b 1./
THE CONTRACTOR SHALL SUBMIT FOR THE ENGINEER'S A PROVALe AND DO STREAM OF BOX CULVERTS° 2" CLEAR FRO FORMED SIDES. S. -
MANUFACTURER'S PRODUCT, LITERATURE OR CERTIFlCATION INDICATING
THAT THE RESIN ANCHORS MEET THE ABOVE REQUIREMENTS, RESIN ANCHOR MAY BE WILLI S ADHESIVE CAPSULE ANCHOR SYSTEM. MOLLY
PARAB D CAPSULE ANCHOR, HiLT1 HVA ADHESIVE ANCHOR
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DAIS
SUITE 110 R SA I` E CRT AS SHOWN COLUMBIA, SC 29223 APPROVALS :RSA AND CORPORATE AREA DEVELOPMENT C-24
DRAWN BY PROJECT DATE [phone] FOR THE BOX CULVERT DETAILS &
MRB JUNE 2009 BIDDING APPROVED BY PROJECT NUMBER
t 4. O.CA Office Locations: DP 8032 0 Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT N01-ES SHEET #2 _28
REV, NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina South Carolina Kentuck RECORD DWG. SMITHFIELD. NORTH CAROLINA
REVISIONS

<ut ~~W
~~w ZW~
r~
BR 1.5° 1.5' 5° MIN. ~ 250 12"
o CONCRETE ~ ~ . OUTSIDE WALL OF
~Z~ZB I ANCHOR CO R I ~1 I CB (CATCH BASIN) (
NO~ O
~Zq _U CIRCULAR REINFORCING I ( -r- I
D ~ g 15" HOPE BAR-24" DIAMETER I P ~ C.---~
S 15 y~~
FRAME AND GRATE ®NEEAH ~ ~ ~ ~ (2 EACH)
aZ I R-3 A O APPROVED ( I I
,~8 EQUAL) Y;} ~ ~
z~ , ~ ~ I ~ C~ I I 15" HDPE
Y < q~~';r~' ,F ~ F :k 1 ° MIN. 12" I I a I I
`s
r 01 ~ 24" I I ~ c~ I
~yy,,Y ~~"~F°'`Jr,~'`~`~' ~'t, r 00
a ~ , a d .
:t~~"'s'~~; 4 a ~ e?. . ~ ~.•"wi ~ .'s ~~'a ; F "ti ``e. 4 h +a~ .y ~ I I I
W V ~ q ° r ~ ° ~ r r , ~ a ~ P*' ~r-F{ ',e~ ~ p,~ a ,y : ~f i'°~ - .ti ''~.,d~ r ,r ''n., J p'p a'~,J~ a ~ B 'aid 'a 1~ / ~ ~ ,fir d"~°, a`' ti. 5 CONCRETE COLLAR DETAIL I - _ _ _ ~ _
w..9 e' A, 4 M,. ~`~u~ J- y, .ley 4 .yd, 'k 'e~ ~ 'a,
~~yF eV~f ~qo' x' *1^Y~ -2 NOT TO SCALE ~ I
~.~-,=°y~ ~ 3 SQUARE ~ m.; L--------------1
` : a , .0
p~ ~ sr,4 ;rp, a.
PRECAS REIN ORCED d~.,: ~ 3 -0 F;.t CONCRETE DROP INLET ~~~~y~.° e 38
a e't ~~~7. e°
e',~,..! 'A
SJ. x:~``~..~
k~gkr'3y ~'q ~'`y~. '
- ~ ~ tke ' - 1 % SLOPE MIN. '~~i a 2 MIN. T-901 SEEDING
,k~;;~`k4''~. OUTLET PIPE (MULCHED)
wVF'x. : sm ~ "'i ~'L«''y, c ~ 9ti Age ~~''t, S~i~ a 8-~~gp~ FINISHED GRADE
N

~ s '7 5 PLACE ` ~.`y~~;
GROUT O - CONCRETE ~ IN T TO INVERT COLLAR ~
4~
1~$ °,ya EXISTING ADE
~ ~ b n ~ ~i 10®(
4 RE CTIVE ITE/ORANGE 10 L GTH OF S DIAMETER ITE SCHEDULE >
TAPE .130TH SIDES OF PVC PIPE SA DIN HALF> ( ~~~.,t
PVC PIPE) 15 ~ HDPE PIPE ~~,,r FLASHING OR STEADY-BURNING RED =,~d
LIGHT ( E A) SECURELY FASTENED, ~9''"~: • : ACCESS SELF /
D TURNED HORIZONTALLY AT ~5° .~r~~ r ~ ~,4~,, y^I~,F ~
ANGLE TO THE LONGITUDINAL AXIS OF ~~~y~'~,F. ;
THE BARRICADE, ~x~~ ,
, ~ PAYMENT FOR THE ENTIRE ASSEMBLY SHO ABOVE SHALL ~=aw 1 DIAMETER SCHEDULE PVC 'E SHALL I 6'~, EL®OW AS REQUIRED
~ BE MADE AT THE CONTRACT UNIT PRICE F EACH INSERT DRILLED AND GLUED INTO S PERMANENT SLOPE DRAIN AS SHORN ON THE PLANS. ~etia m
PVC BASE 1 S"x1 S~ FLUORESCENT ~ ak s e°
I-VIZ RED/ORANGE VINYL BLEND PIPE SHALL CONFORM TO AASHTO -2~'-90 E S. ~a:~t,-. S' 1 % SLOPE MIN.
~ FLAG ( .ONE END ONLY)
® ~ PIPE SHALL BE INSTALLED ASP MANUFACTUR S 45 S ~ 2' MIN. ,.v. ~,_p~ Ay ~ 8, ~ e
~ RECOMENDATI S. d~F. a`'.~~`~, ,'~~wrr ~~~`f?~~`~ a ti~ ~sd .a~„~y °A''`,,~~~` `"~s'~.~ ~,~~rr~e.'~ ,~~~°,'t~y'~~~ya~
o t GROUT AROUND ALL PIPE OPENINGS FOR WATERTIGHT HT y,+ y
~ - ' SEAL.
I TIC VIEW PLACE 5 rr z,, ;;'a,~ ,r fin'~^oij ~~4+s CON ETE _2
E SECTION VIEW CO R
NOT TO SCALE
IPAP OUTLET IRAFl 700X OR EQUAL PROTEC110N (TYP.)
2 TYPICAL PERMANENT L PE DRAIN DRAIN GEOTEXTILE LINER
C-2 NOT TO SCALE
PVC PIPE
4°XS'X~'4~ PL tS'X~'4" PL OD
'MAX PAINTED ITE, SECU WHITE, SECURELY
SEPARAl10N FASTENED TO GROUND W NAILS (S EACH). REMOVE f0 GROUND WITH H). REMOVE AT
~ END OF EACH WORK I EACH WORK DAY
PLAN VIE RUNWAY C®2 CLOSURE
NOT TO SCALE
CROSS RUNWAY EDGE
STRIPE
1. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES AND MAKE PROMPT REPAIRS AS NECESSARY. LIGHT SHALL BE OPERAl1NG
EVERY NIGHT. END OF-,
~ ~ _ EXISTING RUNWAY a ~ z
2. BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND BAGS OR OTHER ~ _ M ~ a J w
,y«~ o m ~ RUB APPROVED METHODS TO IMTHSTAND HIGH WINDS AND/OR JET BLAST. ,I~~ _ ® ~ _ _ a ~ RUNWAY 21 _ ~
~
3. LIGHTED BARRICADES WILL BE PROVIDED BY CONTRACTOR, THE CONTRACTOR ~';~I ~ ~ ~ ~~'~4
I RE PONSIB E FOR PROPERLY MAINTAINING THE MARKERS ~`'y a, ~ S S L DURING CONSTRUCII I ~f f.
~r ~ ~ c1, a~ a,
1 _ LIGHTED BARRICADE DETAIL TYP, i ~ '
-2 NOT TO SCALE
SEE DIMENSION SHEET C-2 .ET C-2
1. ITEM TO BE PROVIDED ®Y CONTRACTOR.
CONTRACTOR SHALL COORDINATE THRE: ~INATE THRESHOLD ~T SITE REPRESENTAl1VE
RELOCATIONS TH PRO~CT SITE REPRI ~ , ~ . ~ AND 0 ER. THERE WILL BE NO SEPAL BE NO SEPARATE COST
' ~ i ~ ~ ° FOR RELOCATED THRESHOLD MARKING, D MARKING, THIS SHALL
BE INCIDENTAL TO MOBILIZATION. AT10N.
t ~ ~
E~ ~ 3 ~ ~ , 'o RELOCATED THRESHOLD LLD KING 4 CLOSE N Y AR DETAIL
c-2 NOT TO SCALE C-2 NOT TO SCALE .E
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
CRT AS SHOWN r SUITE 190 ERSA A DRAWN BY PROJECT DATE : COLUMBIA, SC 29223 APPROVALS ?SA AND P
(803 786-4261 MRS JUNE 2009 FOR THE TYPICAL. SECTIONS AND
APPROVED BY PROJECT N BIDDING UMBER Office Locations: Jo COUNTY JOHNSTON AIRPORT MISC. DETAILS
DP 80324.OO.CA CONSTRUCTION REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia
South Carolina Kentucky RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA 28

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I, GUY V. COOKE, HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN
ACTUAL SURVEY OF WETLAND #17 MADE BY W. K. DICKSON & CO., INC. UNDER
MY SUPERVISION, AND THAT IT ACCURATELY DEPICTS THE WETLAND DELINEATION
AS SURVEYED IN THE FIELD, AS REFERED TO 1N NOTE 3.
GUY V. COOKE, P.L.S. NO. L-4596
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE
UTIUZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINIATION MANUAL.
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
CENTERLINE OF HUCKLEBERRY BRANCH
IS THE PROPERTY LINE
JAMES L. TALTON
PIN 167400-77-8048
DB 249 PG 86
CHARLES R. POWELL
PIN 167400-78-3454
DB 1015 PG 741
PROJECT MANAGER
CRT
DRAWN BY
MRB
APPROVED BY
DP
FILE NAME
DRAWING SCALE
AS SHOWN
PROJECT DATE
JUNE 2009
PROJECT NUMBER fir
80324.00.CA D 1(1 �Off KS 0 N
PLOT DATE I community infrastructure consultants
LARRY & RHONDA HICKS
PIN 168400-29-8230
DB 2147 PG 115
1001 PINNACLE POINT DRIVE
SUITE 110
COLUMBIA, SC 29223
[phone]
Office Locations:
North Carolina Georgia
South Carolina Kentucky
-- � b M
APPROVALS
BIDDING
CONSTRUCTION
ELIZABETH G. BATTEN
PIN 168500-41-0730
DB 624 PG 146
ELIZABETH G. BATTEN
PIN 168500-41-0730
DB 624 PG 146
R THE
COUNTYJOHNSTON r • r
SMITHFIELD, NORTH CAROLINA
JOHNSTON COUNTY
AIRPORT
SCALE: 1" = 1 MILE
HERBERT GOWER
PIN 168510-35-7343
1!) GREG G. GOWER, PIN 168510-35-4434, DB 1781 PG 118
Q KIMBERLY G. JOHNSON, PIN 168510-35-3382, DB 1781 PG 121
Q GREGORY & BRENDA HARE, PIN 168510-35-3135, DB 2215 PG 250
MA 11,011 • ! -
NEW WETLAND DELINEATION
FM
(TYPICAL)
VERIFIED WETLAND DELINEATION AS PER
WK DICKSON PLAT DATED 4/10/01
GRAPHIC SCALE
400 0 200 400 800
scALE : I"= 400
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1.47
S5416'33"E
L2
124.58
S89'43°13"W
L3
132.00
NO2'46'47"W
L4
243.87
N06'10'55"E
1-5
10.26
S33'17'15"E
1-6
47.55
S33'17'15"E
L7
18.34
S 1'0 '19"E
L8
38.39
S62'43'24"E
1-9
54.24
3816'07"W
1-10
9.58
577'40'40"W
L11
35.33
SOB'26'45"E
L12
45.82
S12'26'26"E
L13
12.33
S87'37'23"E
L14
39.45
S47'21'50"E
L15
6.18
S09° 7'14"W
L16
37.10
S05°33'18"W
L17
25.14
N80'30'36"W
1-18
18,82
S0919'52"E
L19
36.58
S 0'27'18"W
L20
19.52
S36°49'17"E
L21
34.73
$20'06'01"E
L22
12.20
S5416'40"E
LINE
TABLE
- W2
LINE LENGTH
BEARING
1-23
18.98
NO21B'03"E
124
148.67
N87'48'23"E
L25
321.37
N01'59'17"E
1-26
19.24
N42°34'19"E
1-27
50.37
S70'48'03"E
L28
31.69
N26'39'34"E
L29
46.29
S75'21'24'E
L30
22.18
N54'21'46"E
L31
33.50
S68'04'38"E
L32
6.75
S85'OV32"E
L33
47.89
S35'07'27"E
L34
14.29
S15°06'39"E
L35
36.60
N87'33'50"E
L36
27.81
S6316'25"E
L37
21.66
NBO'42'48"E
L38
47.14
N12'26'34"E
1-39
25.34
N01'38'05"E
L40
37.49
$80'21'55"E
L41
26.13
N70'38'09"E
L42
24.09
S42'23'43"E
L43
28.06
S40'27'O6"W
L44
35.70
S05'44'05"E
1-45
20.10
S47°57'45"W
1-46
45.58
S63'54'10"W
1-47
34.21
N74°12'10"W
L48
32.36
S00'04'00"W
1-49
61.65
N67'46'36"W
1-50
12.18
S28'06'13"W
1-51
14.23
S12'53'21 "W
1-52
44.70
S58'58'53"W
1-53
38.95
S34'07'24"W
1-54
17.78
S40'05'22"W
L55
32.70
S39'04'33"W
1-56
31.94
S09'06'27"E
L57
13.45
S78'27'21 "E
1-58
47.10
N82'58'45'E
1-59
35.68
S25'36'04'E
1-60
94.50
S06'47'27"W
1-61
72.69
05'5 '33"W
1-62
11,02
S46'32'29"W
1-63
66.40
S31°03'53"W
L64
60.63
S16'43'36"W
1-65
51.57
S51'39'04"W
1-66
30.50
S49'24'20"W
1-67
44.81
S53'0 '15"W
L68
23.80
S83'27'08"W
1-69
57.85
S14'2VO3"W
L70
47.32
S40'44°36"W
1-71
22.57
S2613'09"W
1-72
34.73
S02'47'49"W
1-73
24.29
S09'58'17"W
1-74
54.08
S28'31'33"E
1-75
30.51
S46'08'35"E
1-76
41.78
S7210'33"E
1-77
28.50
N88'24'02"E
1-78
5.24
S09'27'30"E
1-79
41.02
S55"41'29"W
L80
27.50
S73'00'11 "W
1-81
20.13
S01'24'2 "W
1-82
34.48
$86'12'24"E
1-83
31.90
S21'21'50"E
1-84
11.27
S78'27'16"W
1-85
27.96
S81'35'48"W
1-86
76.86
S06°41'09"E
1-87
49.24
S01 *51'29"E
1-88
37.86
S01'14'51"W
1-89
8.48
S01*14'51"W
1-90
62.16
N89'39'41"W
1-91
23.36
N22'46'56"E
1-92
9.62
N10'00'27"W
L93
19.96
N20'31'21"E
1-94
16.79
NO1'00'46"W
1-95
16.36
N52'07'08"E
L96
41.78
N08°32'50"E
1-97
38.25
N5419'34"W
1-98
40.32
N15'59'07"W
L99
26.77
N19'59'42"W
1-100
48.54
N04'34'45"E
1-101
18.25
N07'07'49"W
L102
30.06
N13'05'17"E
L103
13.03
N09'46'42"E
1-104
27.28
N24'32'00"W
L105
39.20
N17°28'37"W
Lt 06
15.08
N0117'16"W
1-107
38.50
N47'54'50"E
1-108
46.54
N30'20'26"E
L109
19.52
NO3'33'10"E
L110
25.28
N4218'28"E
1-111
29.59
N10'29'30"W
1-112
53.04
N33'43'27"W
1-113
29.75
N07'54'11"W
1-114
30.70
NO3'49'01"W
L115
9.93
N51'43'46"E
1-116
38.62
N12'28'26W
L1171
43.00
N29'57'33"W
L118
51.96
N58'04'57"W
1-119
76.20
N29'56'12"W
- LINE
TABLE
- W3
LINE LENGTH
BEARING
1-120
2.58
N47'57'16"E
1-121
21.78
S26'00'50"E
L122
38.05
S32'44'14"E
L123
51.06
S47'06'59"E
1-124
78.01
S4810'04"E
L125
54.28
S44'1B'55"E
1-726
55.79
S50'35'55"E
1-127
4.03
N8032'22"W
L128
54.66
N52'24'49"W
1-129
52.43
N49'26'26"W
1-130
75.38
N47'36'03"W
L131
55.23
N39'46'06"W
1-132
33.87
N3413'53"W
1-133
24.35
N28'02'02"W
LINE
TABLE
- W4
LINE LENGTH
BEARING
1-134
14.82
S78'41'03"E
L135
45.40
S46'35'56"E
L136
18.68
565'52'06"E
L137
27.71
N04'07'26"W
Ll 381
16.83
N0819'42"W
L139
1.92
N04°00'36"E
L140
22.03
S27'32'20"E
L141
31.60
526°30'21 "E
L142
28.90
SO4'43'43"E
L143
35.41
S47'29'39"E
L144
36.51
4 '48'23"E
L145
53.05
S23'55'59"E
L146
35.04
S03'39'43"W
L147
30.96
S69°32'46"E
L148
30.26
S63'45'04"E
L149
30.41
N64'48'45"E
L150
42.45
S 4'29'24"E
L1 511
12.00
S57'02'23"E
L152
19.46
S22'51'11 "W
L153
24.00
S11°06'21"W
L154
20.54
S47'44'24"W
L155
33.81
S6915'18"W
L156
21.68
N36°28'09"W
L157
25.55
N51'42'04"W
L158
30.21
N54'2V22"W
L759
37.92
N12'06'15"E
L160
35.47
N56'50'42"W
L161
48.40
N50'04'11"W
L162
16.40
N47'25'56"W
L163
30.62
N38'02'09"W
L164
35.20
N45*11'55"W
L165
37.68
N1715'44"W
L166
39.66
N3617'07"W
L167
24,20
N06'09'19W
L168
36.95
N 3'59'53"W
LINE
TABLE
- W5
LINE LENGTH
BEARING
L169
24.96
N73'27'42"W
L170
14.81
N0112'54"E
1-171
67.69
N43'39'49"E
L172
29.02
N2316'11"E
L173
36.94
N27'53'13"E
L174
16.68
N40'24'30"E
L175
19.15
N28'44'31"E
L176
42.55
N11°38'33"W
Li 77
14.67
N00'3V47"E
L178
41.32
N08'36'28"E
L179
23.26
N47'37'43"E
L180
25.49
N45'53'39"E
L181
13.00
S72°36'06"E
L182
71.60
NOO'10'05"W
L183
44.32
N10'58'15"W
L184
23.88
NO2'25'36"E
L185
6.66
N62'39'19"E
L186
17.25
S1 1'00'48"W
L187
20.16
SO4'26'30"E
L188
39.99
578'50'35"E
L189
44.10
S05'44'46"W
L190
26.26
S2 '11'06"E
L191
8.02
S4418'37"E
L192
61.38
S1 6-31'52-E
L193
31.16
S05'06'29"E
L194
9.84
S17'57'28"E
L195
44.15
S01'03'00"W
L196
26.05
N43'06'10"E
L197
41.65
S3211'39"W
L198
24.50
S1 1'32'43"W
L199
15.15
N72'04'45"W
1-200
55.27
S2111'39"W
L201
17.24
S17'25'18"W
L202
28.03
N82'08'12"E
L203
42.02
S40'00'51 "E
L204
3.20
S72'46'12"E
L205
43.85
S38'41'19"E
L206
44.27
S47'44'19"E
L207
4.85
S14°34'13"W
L208
10.07
S78'49'27"W
L209
38.05
N55'52'50"W
L210
25.15
S77'17'58"W
L211
42.68
N73'27'42"W
L212
38.58
N54'47'23"W
L213
13.30
S38'17'11 "W
L214
78.32
N73'27'42 "W
L215
9.76
N43'51'38"W
L216
5.88
S51 *29'02"W
LINE
TABLE
- W6
LINE LENGTH
BEARING
L217
479.53
N19'54'39"E
L218
15.71
538'50'47"E
L219
64.44
S39'4UO7"E
L220
74.13
S17'46'50"E
L221
37.90
504'35'39"E
L222
46.46
S0333'48"E
L223
46.20
S14'40'52"E
L224
69.72
SO413'19"E
L225
50.42
S03'55'30"E
L226
31.94
S38'28'52"W
L227
42.26
N80°55'31"W
L228
21.81
N71'56'54"W
L229
24.57
S61'39'37"E
1-230
157.66
552'20'00"E
1-231
5.41
29'44'26"E
L232
34.02
N62'40'17"W
L233
47.31
N56'57'12"W
L234
65.86
N64'41'39"W
L235
29.43
N65°03'41"W
L236
38.60
S18"39'24"E
L237
26.13
S73'00'1 7"W
L238
36.37
N89'47'13"W
L239
41.29
S88'33'13"W
L240
34.98
N86'21'32"W
L241
42.68
N68'04'48"W
L242
9.04
586152'54"W
LINE
TABLE -
TIES
LINE LENGTH
BEARING
Ti
69.74
N32°35'21"E
T4
132.60
S10'08'28"E
T5
114.90
S01'23'10"W
T6
294.55
S35'42'17"W
T7
139.05
S06'07'57"E
T8
149.95
N33'27'45"W
T9
176.37
N27'06'35"E
T10
120.91
N50'55'20"W
T71
94.35
N53'07'44"W
T12
196.11
S61'49'01 "W
T13
168.66
N46'43'04"E
T14
116.56
N1611'29"W
T15
274.53
S06'24'48"W
T16
143.561
N78'2547"E
T17
427.66
S74'58'36"E
T18
481.33
N75°22'03"E
T19
71.21
N09'25'36"W
T20
89.27
N29'36'06"E
T21
86.64
S69'36'19 "E
T22
9.62
N34°34'01'E
T231
120.93
N18'53'29"W
T24
8.92
N05'59'46"W
T25
4.04
N22'22'02"W
LINE
TABLE
- W7
LINE LENGTH
BEARING
1-243
24.46
537'33'15"W
L244
29.41
S79°22'40"W
L245
19.56
S36'05'30"W
L246
20.93
S02'1 6'34"W
L247
11.08
N61* 9'42"W
L248
19.53
N3717'10"W
1-249
14.03
S77'58'44"W
L250
18.84
S67'21'40"W
L251
32.39
S79'03'03"W
L252
39.67
N74'53'23"W
L253
26.36
N79'26'30"W
1-254
22.34
N50'45'55"W
1255
38.54
N30°52'00"W
L256
25.11
S84°55'47"W
L257
31.14
N84'58'27"W
L258
39.82
N77°36'12"W
L259
71.88
N28'51'42"W
1-260
37.17
N31'00'54"W
L261
106.16
NO7°53'03"W
L262
45.13
N28°39'54"W
1-263
64.39
N04°03'37"E
1-264
39.23
N16'20'12"W
L265
10.54
N13°16'23"
L266
25.89
S32'32'38"E
L267
50.68
S07°38'12"E
L268
38.28
S05'30'16"W
L269
37.23
S46°43'38"E
L270
16.93
S58'37'05"E
1271
20.42
N29°44'42"E
1-272
16.74
NBO'58'49"E
L273
26.24
S50'26'57"E
L274
17.27
S00'19'52"W
L275
88.41
S30'28'04"E
L276
63.56
S21°47'14"E
L277
17.06
S28'02'1 4"E
L278
40.11
N39°06'44"E
L279
52.33
N10°26'40"E
L280
40.13
N18°37'36"E
L281
18.98
N28'51'48"W
L282
15.82
N20'23'59"W
L283
47.74
N83'55'14"E
L284
41.99
568'14'03"E
L285
35.71
S49'04'21"E
L286
26.60
507'42'51"W
L287
34.94
N75'1 3'28"E
L2881
30.58
S40'46'52"E
L289
48.49
S43'09'04"E
L290
16.13
N43'05'56"E
L291
23.11
S77'38'07"E
L292
44.41
502°56'34"E
L293
41.90
S18'10'46"W
L294
22.74
508'25'08"W
LINE
TABLE
- W8
LINE LENGTH
BEARING
L295
13.86
N20'23'1 7"E
L296
30.78
N21'41'29"E
L297
23.17
N20'52'59"E
L298
21.80
N85'30'32"E
L299
24.53
S21 '04'23"E
L300
23.35
S1 8116'28'E
L301
24.44
S61'54'14"E
L302
40.18
S87'51'58"E
1-303
35.74
N84'14'45"E
L304
6.28
S32'20'36"E
L305
34.30
$75'20'24"W
L321
33.63
581 °20'49"W
L307
33.90
S43'59'21 "W
rEE1-306
1-308
46.80
_
N69'49'47"W
L309
35.38
-_-� N58'25'29"W
LINE
TABLE
- W9 - I
LINED -LENGTH
BEARING
L310
94.89
S61'39'24"W
L311
39.13
S32'25'41"W
L312
32.74
S2530'04"E
L313
33.12
S26'29'28"W
L314
___
33.52
S10'22'57"E
L315
46.26
534'09'00"W
L316
31.53
S22'55'24"E
L317
53.56
S01 °50'37"W
L318
50.50
S02'1 8'24"E
L319
40.95
S17°30'00"E
L320
7.44
N69°40'15"W
L321
36.69
N24'33'21"W
L322
33.89
S53'01'04"W
L323
20.93
N51'32'1 2'E
L324
45.03
N09'44'01"W
L325
52.32
N00'02'30"E
L326
43.02
N08°23'25"W
L327
21.82
N01*13'36"E
L328
31.14
N12'28'22"W
L329
17.57
N5236'36"W
L330
28.80
572'03'16"W
L331
15.11
N60'53'39"E
L332
29.05
N3032'27"W
L333
31.46
N20'53'29"W
L334
29.92
N38'44'21"W
L335
34.04
N06'11'07"E
1-336
6.39
N48°46'07"E
L337
29.12
S01'29'23"W
L338
24.70
S28'06'55"E
L339
26.54
S42'56'1 3"E
L340
__
20.71
S1316'49"E
L341
16.98
N77'54'26"E
L342
28.21
N37'27'51"E
L343
27.34
N01°46'32"E
1-344
13.00
N38'07'25"E
L345
15.19
N06°32'49"E
L3461
15.81
N5016'53"E
L347
19.14
S30'25'25"E
L348
29.17
N82°54'00"E
1-349
26.44
N30'03'01"E
L350
33.08
N50'32'15"E
L351
33.56
N56'52'08"E
L352
38.47
N59'25'05"E
L353
25.82
N77'24'18"E
L3541
33.83
N63'21'17"E
L355
57.77
N64'31'09"E
L356
61.66
N51'59'09"E
L357
42.93
N71°20'04"E
L358
39.34
N8010'37"E
L359
49.67
N06°09'59"W
L360
7.77
S38'14'35"E
L361
36.90
S29'38'48"E
L362
21.38
S69°26'38 "E
L363
39.69
S26'17'29"W
L364
23.52
560°04'21"W
L365
44.88
S67'20'19"W'
L366
46.25
S63'13'30"W
1-367
47.87
S6518'51 "W
1-368
37.72
_
S64'49'20 "W'
1-369
40.78
S82'44'24"W
1-370
36.59
N68'58'25"W
1-371
28.36
524'23'17"W
PROJECT MANAGER
CRT
DRAWN BY
MRB
APPROVED BY
DP
FILE NAME
LINE
TABLE
- W10
LINE LENGTH
BEARING
L372
3.02
N26'19'56"E
L373
29.78
NO3'47'09"E
L374
29.77
N41'02'55"W
L375
32.97
N5211'20"W
L376
29.02
N15°16'27"W
L377
24,97
N35°47'52"W
L378
39.30
N11'42'07"E
L379
30.66
N21'55'21"E
L380
22.30
2-0()'23-E
L381
34.70
___NJ
N13'33'23"E
L382
26.47
N1316'33"W
L383
28.53
N16'23'07"W
L384
22.09
N40'51'03"W
L385
33.96
N05°30'53"E
L386
27.69
N14°3 '48"E
L387
31.28
N4312'24"E
L388
24.49
N1 11'03"W
L389
34.25
N29'36'37"W
L390
39.68
N3811'27"W
L391
39.07
N14'54'36"W
L392
35.34
N66'30'14"E
L393
35.09
N47'14'58"E
L394
23.98
S68°41'11 "E
L395
35.44
N67'22'09"E
L396
56.37
N06'47'30"W
L397
29.67
N63°59'38"W
L398
27.89
S66°50'49"W
L399
45.54
S67'40'51"W
L400
35.86
S66°58'40"W
L401
38.04
S28'53'36"W
L402
37.01
S86'29'33"W
L403
31.46
37'01'57"W
L404
34.90
N63'22'45"W
L405
38.95
N40'59'54'W
L406
34.37
S48'09'57"W
L407
43.61
S42'48'37"E
L408
20.83
S15'59'36"E
L409
44.73
S63'1 3'24"E
L410
51.21
S61 *39'02"E
L411
36.29
S5234'59"E
L412
47.11
S29°00'55"E
L413
2057
S3119'08"E
L414
48.13
S18'00'43"W
L415
39.94
S13'59'37"E
L416
34.46
S21'1 4'00"E
L417
39.16
S01'59'08"E
L418
38.69
S4330'35"W
L419
21.36
533'50'45"W
L420
45.12
S1 2'44'40"E
L421
51.21
515'49'38"E
L422
41.19
S1 9'41'37"E
L423
44.86
S303S44"E
L424
9.78
S37'50'58"E
1-425
41.75
N81-53'24"IE
_.._..-.LINE
TABLE_-
W11
LINE LENGTH
BEARING
L426
57.93
N64'24'48"E
L427
48.70
S63°19'26"E
L428
44.72
S2018'01"W
L429
39.97
S09°38'16"W
1-430
47.84S31'24'15"E
S20'14'35"W
L431
37.76
SO3'43'25"E
L432
19.52
S1138'59"E
L433
10.70
S1335'05"E
L434
2.46
S01 *03'50"E
L435
19.88
N59'46'03"W
L436
23.32
560'58'44'W
L437
41.08
N62'27'34"W
L438
44.92
N36'43'20"W
L439
48.37
N10'41'53"E
L440
49.62
N29'52'1 "W
L441
45.37
N11'37'52"E
LINE_
TABLE
-� W12
LINE LENGTH
BEARING
L442
63.11
S84°43'29"E
L443
99.27
S12'01'21"E
L444
11.94
NO3'34'30"E
L445
82.35
S19'58'03"E
L446
28.09
S20'14'35"W
L447
27.05
S89'04'15"W
1-448
18.83
S31 *43'23"E
L449
46.17
S18'56'14"E
L450
9,71
585'38'05"W
L451
30.85
N41'37'24'W
L452
22.64
N6B'247147W
L453
47.63
S82'02'46"W
L454
46.99
S84-13'51"WL455
L493
40.71
S53'15'30"W
L456
45.15
S62'21'25"W
L457
48.39
N62'21'07"W
L458
63.25
N1711'38"W
L459
19.11
N00'52'24"E
L460
64.23
N61'53'54"E
L461
38.89
N81'33'42"E
L462
39.73
N64'43'47"E
L463
32.29
N06'29'53"E
L464
45.13
N83°33'41"W
L465
40.90
N72'00'50"W
L466
42.58
S70'35'27"W
L467
39.72
S75'22'29"W
L468
65.45
S54°26'15"W
L469
43.80
S81°55'31"W
L470
19.04
N63'20'52"W
L471
52.10
N50'39'39"E
1-472
46.07
N72'21'29"E
1-473
67.65
N65°32'48"E
L474
48.19
N77°27'22"E
L475
52.87
N11°03'54'
L476
39.46
N61'00'24"E
L477
16.73
S8111'52"E
L4781
34.26
S87'28'47"E
14791
54.39
572°27'18"E
LINE
TABLE
- W13
LINE LENGTH
BEARING
L480
43.47
N40'30'05"W
L481
36.28
N83'47'14"W
L482
33.96
N44'55'22"W
L483
54.68
N09'05'24"E
L484
33.15
N07°03'37"W
L485
41.92
NO '36'54"E
L486
34.30
N11'38'52"W
L487
26.44
N35'05'19"W
L48B
21.69
N1910'53"W
L489
31.52
S80'1 2'55"E
L490
26.83
S46'21'46"E
L491
42,43
S33'21'36"E
L492
39.65
S41°40'02"E
L493
36.65
S62'04'19"E
L494
20,27
N52'36'18"E
L495
32.44
N28'38'15"E
L496
33.24
N24'03'38"E
L497
49.12
N00°35'46"E
L498
48.65
N39'09'43"W
L499
46.40
N1219'53"W
L500
49.87
N04'56'55"E
L501
8.91
N07'57'21"E
L502
20.80
N77°32'28"E
L5031
35.48
S32'37'49"E
L5041
36.74
S33'2VO6"E
L505
41.99
S37'59'32"E
L506
51.98
S12*13'46"W
L507
49.51
S56"59'42"E
L508
44.52
S18'45'28"W
L509
40.32
S2 '25'02"W
L510
33.08
S28'35'58"E
L51 11
56.62
S41'48'33"W
L512
33.82
S52'03'35"W
L513
32.99
S27'2545"E
L514
23.69
S56°27'25"W
L515
15.63
N68'24'26"W
L516
26.70
S08'59'12"E
L517
28.76
S,32'1 9'29"E
1-5781
6.72
N70'32'24"W
L519
12.42
N48'09'45"W
L5201
52.33
NO6'01'27"W
1-521
47.94
S09'18'54"W
L5221
40.41
S73'35'57"W
DRAWING SCALE
AS SHOWN
PROJECT DATE vw
JUNE 2009
PROJECT NUMBER IF
80324.00.CA DD1%'0.m.1.'XS0N
PLOT DATE I community infrastructure consultants
'!:
LINE
TABLE
- W14
LINE LENGTH
BEARING
1-523
44.60
S2314'44"W
L524
35.45
S78'41'38"W
L525
26.76
N50°35 37"W
L526
35.55
N3418'17"W
L527
39.29
N5313'21"E
1-528
17.52
N84'57'32'E
1-529
34.4fl
N89°58'28"E
1-530
719--iS22°31'46"E
S22°06'00"E
LINE
TABLE
- W15
LINE LENGTH
BEARING
L531
16.88
N23°16'19 W
L532
14.57
N41*17'51"W
L533
22.65
N80'49'19"E
1-534
37.61
S84'22'34"E
L535
56.72
N74'28'22"E
L536
42.58
N89'21'56"E
L537
55.85
N85'39'29"E
L538
30.06
S22°06'00"E
1-539
27.94
S59'57'07"W
L540
55.00
S73'51'33"W
L541
11.89
NO2'34'35"W
1-542
34.49
N72°18'59"E
L543
23.60
N65'29'11"E
L544
13.76
N1312'47"W
L545
30.32
S8610'23"W
L546
84.87
S77'51'49"W
L547
33.16
S83'26'11"W
L548
36.88
S72°37'12"W
LINE
TABLE
- W16
LINE LENGTH
BEARING
L549
126.58
S1 3'32'03"E
L550
121.26
S27'52'43"W
L551
280.44
S08'51'14"W
L552
200.26
S63'53'1 "E
L553
79.17
S11'30'32"W
1-554
137.29
$45'04'02"E
L555
131.98
S03'54'16"E
L556
163.19
S72'1 5'35"E
1-557
257.10
S59'05'04"E
L558
167.22
S72'10'25"E
L559
69.15
S3414'14"E
L560
75.10
S85'261 3"E
1-561
291.14
S69'53'1 7"E
1-562
120.98
N66'29'45"E
L563
213.23
542'01'09"E
L564
32.40
S02'22'33"E
1-565
52.02
S7419'27"W
L566
42.94
S47'53'01"W
L567
35.02
S71'58'15"W
L568
43.48
S52'44'11"W
L569
47.17
N19'38'38"W
1-570
29.88
N25'27'41"W
1-571
28.31
N71'23'36"W
L572
30.25
N84'04'01"W
L573
20.81
N31'42'42"W
L574
37.78
N62'5W28"W
L575
37.99
N84'27'52"W
L576
38.70
S37'lS21"W
L5771
69.12
N40'48'47"W
L578
39.15
N25'23'51 "W
L579
22.32
N32'46'47"W
L580
26.60
N61'37'47"W
1-581
37.36
N6818'23"W
L582
36.66
N27'09'41"W
L583
38.76
N71'57'10"W
1-584
32.75
S52'lV25"W
L585
33.39
S8310'36"W
L586
40.17
N56'24'22"W
1-587
43.43
S76'56'20"W
L588
55.46
S61'39'55"W
L589
35.80
S59'5541"W
L590
49.92
S34'25'01"W
L591
62.60
N88'42'42"W
L592
25.30
N72'29'15"W
L593
45.45
N46'21'26"W
L594
37.93
N50'41'59"W
L595
32.79
N75°51'17"W
L596
41.08
N61'03'28"W
L597
37.63
N33'22'54"W
L598
49.78
NO3°58'36"W
L599
35.52
N07'52'58"E
L600
31.98
N26'06'08"W
L601
32.51
N2 '55'06"W
L602
4.43
N47'46'38"W
L603
28.62
N7414'41"E
L604
36.73
S37'55'23"E
L605
35.81
S09'30'13"E
L606
35.80
S47°39'24"E
L607
21.15
N7438'31"E
L608
25.82
NO3'31'00"E
L609
29.31
N3719'15"W
L610
40.68
N07'33'03"E
L611
40.13
N37'23'00"W
L612
41.76
N20'04'01"E
L613
21.32
N69'54'42"W
L614
45.58
N69'52'37"W
L615
37.02
S43'37'25"W
L616
41.92
551'46'07"W
L617
36.13
N14'45'36"W
L618
59.40
N39'04'53"W
L619
45.78
N62'23'14"W
L620
34.45
S02'22719"E
L621
55.40
S09'56'52"W
L622
70.95
S47'52'14"W
L623
54.38
S06'39'29"E
L624
46.07
S01'42'01"E
L625
90.60
S28'50'45"W
1-626
55.49
S45'05'53"W
L627
57.27
S64'08'47"W
L628
27.03
N59'59'20"W
L629
71.21
N64'06'31"E
L630
61.47
N48'00'09"E
L631
65.71
N22'04'54"E
1-632
16.51
N3114'01"W
L633
42.10
N12'09'20"E
L634
19.15
N18'40'51 "W
L635
36.10
S56'49'53"W
1-636
22.59
S8618'36"W
1-637
34.75
N01'49'21"W
L638
37.39
N7918'15"W
L639
35.31
N69'53'41"W
L640
23.32
S80°32'32"W
L641
26.27
N44'30'42"W
L642
42.81
N22'32'50"W
1-643
56.02
N1119'31"W
L644
25.19
N23'56'49"W
L645
28.42
N59'59'20"W
L646
29.78
N69°104"W
L647
20.22
N28'2S40"W
L648
52.19
N4313'00"W
L649
26.81
N16'28'34'W
L650
55.71
N24'31'57"E
L651
34.38
N1716'41"E
1-652
33.75
N07'49'02"E
L653
39.59
N43'39'07"E
L654
26.82
N25°39'06"E
1-655
36.72
NO2'lVO4"W
L656
52.34
N05'30'37"W
L657
55.00
N07'27'48"W
L658
34.83
N14'39'49"E
L659
36.88
N1311'55"E
L660
44.24
N27'49'10"E
L661
12.02
N2115'48"E
L662
45.20
N09'29'57"E
1-663
14.11
N19'58'31 "W
1-664
41.96
N10'42'08"W
L665
18.95
NOO'18'25"E
L666
30.87
N09'55'04"E
L667
35.13
N22'03'54"W
L668
38.05
N12'32'46"W
L669
45.51N20'58'33"E
N66'20'22"E
L670
55.18
N26'21'53"E
L671
51.51
NO3'42'42"E
L672
45.31
N29'33'48"W
L673
50.30
N15'28'30"W
L674
29.54
N14'56'57"W
1-675
47.42
N44'00'34"W
1-676
22.94
N65°34'23,
1001 PINNACLE POINT DRIVE I RELEASED FOR
SUITE 110
COLUMBIA, SC 29223 APPROVALS
[phone]
---
Office Locations:
North Carolina Georgia CONSTRUCTION
South Carolina-" • Kentuckl RECORD DWG.
LINE TABLE -
W16 CONT'D
LINE
LENGTH
BEARING
L675
47.42
N44°00'34"W
L576
22.94
N65'34'23"W
L677
8.71
N1718'40'W
L678
34.13
N26'19'28"W
L679
26.36
N40'55'37"W
L680
43.64
N74'56'25"W
L681
31.44
N16'39'45"W
L682
35.76
N29'49'10"W
1-683
43.44
N7231'49"W
L684
46.06
N38'22'25"W
L685
58.48
N05'09'30"W
L686
36.82
N06'14'13"W
L687
23.22
N57°54'16"W
L688
40.79
N71'06'08"W
L689
36.03
N30'53'56"W
L690
48.92
N33'58'10"W
L691
35.17
N2910'32"W
L692
46.82
N25'42'19"W
L693
64.31
N0315'02"E
L694
21.83
N41'42'45"W
L695
25.79
N78'02'13"W
L696
24.55
S20'55'49"W
L697
10.45
N32'56'19"W
L698
26.49
S57°54'37"W
L699
45.52
S31'35'35"W
L700
24.80
S19'37'36"W
L701
27.54
568'01'51"W
L702
35.69
N17'36'39"W
L703
33.01
N3633'47"W
L704
37.83
N41'53'53"W
L705
28.43
N33°33'53"W
L706
24.66
N11'20'57"W
L707
49.90
N07'04'52"W
L708
33.69
N29'05'05"W
L709
51.58
N50'49'49"W
L710
35.59
S53'52'27"W
1-711
37.44
S39'56'23"W
L712
32.15
S76'45'02"W
L713
38.83
N77'05'08"W
1-714
49.23
N76'1 5'45"W
L715
24.77
S27'1 3'47"E
L716
22.09
S28'18'31"W
L717
84.27
S1 4'51'51"W
L718
27.25
N73'16'25"W
L719
2.99
N4911'34"W
L720
52.04
S33'21'06"W
L721
21.08 f
S36'01'02"W
L722
41.32
S16'22'18"W
1-723
19.60
S26'1 2'35"W
L724
77.85
S41 *35'36"W
L725
11.08
S21'59'20"
L726
34.80
S02'04'20"W
L727
36.61
S4415'39"W
L728
29.41
S71 '04'30"W
L729
61.08
S081O'13"W
L730
13.27
S66'47'31"W
L731
30.23
S18'02'44"W
L732
21.47
S46°27'17"W
L733
48.41
509'08'54"W
L734
22.57
S66'28'17"W
1-735
21.96
538'43'52"W
L736
46.30
S12'26'35"W
L737
41.47
N7213'20"W
L738
33.22
S54'14'13"W
L739
32.55
S73'49'07"W
L740
53.63
N38'23'32"W
L741
24.78
S8617'11"W
L742
39.84
N33°53'34"W
L743
28.99
S65'4258"W
L744
38.68
S54"50'34"W
L745
56.94
S00'27'02"E
L746
32.63
N45'02'09"W
L747
63.24
N28'59'26"W
L748
27.23
$65'06'15"W
L749
32.98
S23° 8'29"W
L750
46.73
S01°00'54"E
L751
29.02
S8913'27"W
L752
33.99
S3612'17"E
L753
40.67
N85'44'50"E
L754
63.08
S25'30'38"E
L755
11.04
S63'40'16"E
L756
40.62
S44'28'24"W
L757
60.75
N40°33'13"W
L758
42.66
S01'1 3'21"W
L759
39.75
N69°55'09"W
L760
51.83
S76'26'44"W
L761
29.20
N88'04'17"W
1-762
42.88
S6511'25"W
L763
38.21
N5814'52"W
L764
38.87
S38'47'17"W
L765
26.05
N06'49'45"E
1-766
45.82
N04'40'47"W
L767
38.53
N26°23'31"W
1-768
35.24
583'35'48"E
L769
34.75
S57'59'27"E
L770
51.25
NO2'30'03"W
L771
49.68
N69'23'32"W
L772
141.15
N32'22'53"E
L773
14.06
N15'42'27"E
L774
39.96
N13'36'41"E
L775
54.05
N19'56'50"E
L776
37.48
N39'02'13"E
L777
25.02
N 51 °48'00"E
L778
46.54
N22'57'13"W
1-779
20.13
N43'50'23"E
L780
37.16
N2118'57"E
L781
28.64
N63'39'44"E
L782
35.75
N19'39'47"E
L783
32.06
N44'49'03"E
1-784
40.63
N56'25'11"E
L785
31,48
S62'43'53"E
L786
40.71
S43'20'15"E
L787
46.37
N6310'25"E
L788
21.00
N35'50'53"E
L789
51.35
N37'38'05"E
1-790
42.49
N56'36'23"E
L791
51.02
N2317'06"W
L792
30.38
N7413'25"E
L793
37.89
S30'02'53"E
L794
47.11
N64'22'45"E
L795
20.35
N66'20'22"E
L796
30.07
N12'21'44"W
L797
35.43
N3511'09"W
L798
12.94
NO2°30'10"E
L7991
36.73
S76'51'50"E
L800
59.10
S37'09'31"E
L801
38.97
S89'40'44" E
L802
27.94
NO2'28'14"W
L803
30.26
N87'41'54"E
L804
28.68
515'23'07"E
L805
34.76
S53'34'49"E
L806
32.69
S51 *26'39"E
L807
42.30
N04°57'44"E
L808
36.63
N7510'04"E
L809
45.10
N17'54'20"E
L810
46.82
S73'34'55"E
1-811
27.67
N38'32'10"E
L812
21.02
$88'45'25"E
L813
31.50
N27°01'00"W
1-814
27.84
NO2'56'53"W
L815
18.42
N44'34'56"E
L816
27.46
N24'02'02"E
L817
28.00
N42°47'43"W
L818
10.10
N50'02'13"E
L819
13.84
N35'30'19"E
L820
44.92
N32°27'35"E
1-821
29.58
N46'45'20"W
L822
9.31
N40'08'55"E
L823
23.18
S6119'21"E
L824
23.30
S32'36'40"E
L825
52.67
S61°50'59"E
L826
41.74
S8110'02"E
L827
39.75
N89'O5'10"E
L828
8.62
N73'39'35"E
L829
34.14
S01'24'15"E
L830
24.74
S27'53'33"E
L831
25.04
N57'24'50"E
1-832
35.73
N51'37'3 "E
L833
33.47
N65'23'24"E
L834
36.95
S58'20'23"E
1-835
26.96
S26'46'24"E
L8361
38.91
S50'27'06"E
L837
46.84
$5118'32"E
1-838
21.59
$4514'56"E
LINE
TABLE -
W16 CONT'D
LINE
i LENGTH
BEARING
L839
20.90
S89'44'38"E
L840
30.90
S69'10'28"E
L841
56.86
556°07 33 E
L842
48.95
S40'20'44"E
L843
18.50
S "E
L844
36.66
S 8'26'0 "E
L845
25.56
S "f
L846
26.90
S88'01'02"E
L847
49.40
514°02'27"E
L848
23.70
S2 '30'57"W
L840
24.19
S01'50'11"E
L850
31.31
S4116'14"E
L851
26.55
S43'44'50"W
L852
28.61
$40'01 46 W
L853
30.53
S25'46'14"E
L854
50.25
S26°06'40"E
L855
19.16
S19'54'53"E
L856
20.02
S24°45'47"E
L857
27.05
S68'46'20"E
L858
35.56
S31'41'02"E
L859
40.20
S33°54'00"E
L860
35.33
S64'59'25"E
L861
42.71
S40'37'28"E
L862
48.55
S39°59'40"E
L863
38.78
S49'52'09"E
L864
27.77
S24'43'58"E
L865
109.42
S5610'27"E
L866
206.53
N00'29'43"W
L867
124.84
N44'56'13"E
L868
86.80
N07'33'47"E
L869
72.36
N22'58'00"W
L870
180.61
N35'S710 E
L871
104.84
N21'28'25"W
L872
59.92
N61'00'55"W
L873
78.32
N06'49'17"W
L874
48.04
N3958'57"E
L875
62.66
N51'22'08"E
L876
45.86
N30'29'38"E
L877
65.25
N34'48'43"W
L878
59.77
N69'48'06"W
L879
115.24
N15'44'02"W
L880
60.32
N43'31'01"E
L881
57.24
N20'01'53"E
L882
136.55
N07'59'56"E
L883
128.60
N32'29'48"E
L884
62.00
N18'27'26"E
L885
48.78
N47'59'34'W
L856
62.11
N84'34'38"W
L887
46.06
N42'36'13"W
L888
38.26
N04'06'59"E
L889
119.78
N26'03'42"E
L890
53.39
N07'1 5'55"E
L891
124.42
N20'56'30"W
L892
57.15
N31'38'50"W
L893
182.11
N0317'54"W
L894
40.85
N57'31'49"W
L895
17.91
N2719'26"W
L896
61.37
N14'35'40"E
L897
35.49
S86'06'40"E
L898
55.87
NO3'26'44"E
L899
52.43
N75'32'55"W
L900
54.77
N41'13'15"W
L901
245.80
N19°27'09"W
L902
71.93
N19'06'02E
L903
59.22
N34'40'58"E
L904
59.91
N06'05'30"E
L905
146.20
N12'31'30"W
L906
92.20
N28'37'24"W
L907
52.09
N01'27'59"W
L908
36.83
N62°02'23"E
L909
55.09
N4310'26"W
L910
60.50
N11'29'03"W
L911
181.92
N07'25'44"E
L912
52.48
N27'14'45"E
L913
101.72
N44'52'55"E
L914
141.58
N00°22'47"W
L915
47.62
N25'37'17"W
L916
33.02
N67'30'25"W
L917
36.27
N88'59'09"E
L918
106.08
N26'30'51"E
L919
57.59
N33'52'28"E
L920
42.36
N11'18'47"E
L921
63.34
N34'27'57"W
L922
152.78
N78'09'40"W
L923
58.81
S68'58'45"W
L924
80.17
S85'46'12"W
L925
94.64
N76'51'42"W
L926
181.34
S84'40'42"W
L927
94.19
N7913'22"W
L928
61.62
N79'00'43"W
L929
69.45
S76'51'18"W
L930
98.19
N7339'31"W
L931
60.22
S82'52'44'W
L932
108.20
N75'27'08"W
L933
64.45
N53'40'03"W
L934
166.81
N18'02'55"W
L935
188.06
N38'17'21"W
L936
11.21
N33'20'54"E
L937
118.09
N27'44'05"E
L938
4.78
N27'44'05"E
L9391
104.50
N2015'43"E
L940
56.94
N16'32'40"E
L941
107.21
N15'41'57"E
L942
594.55
N15'00'38"E
L943
67.99
S77'53'52"E
L944
82.05
S59'43'25"E
L945
94.07
S53'40'04"E
L946
38.00
N69'40'51"E
L947
42.76
S89'35'34"E
L948
114.56
S41 '38'29'E
L949
51.89
S29'50'27"E
L950
54.87
S26'5S10"E
L951
98.19
N36'14'25"E
L952
91.42
N30'07'03"E
L953
53.54
N31'48'33"E
L954
63.24
N31'10'21"W
L955
39.62
N52'32'59"E
L956
64.58
N51'15'34"E
L957
44.51
N52'IV31"E
L958
74.56
N59'04'49"E
L959
51.16
N33 -34:28"E
L960
11.06
S4919'09"E
L961
91.97
S12'50'10"W
L962
102.97
S32°51'03"W
L963
72.05
529'16'53"E
L964
94.87
S36'37'59"E
L965
25.93
S01'57'50"W
1-966
123.41
N57'03'15"E
L967
74.84
N32'03'56"E
L968
39.11
N05'09'42"E
L969
19.73
N8812'45"E
L970
112.97
N3113'36"E
L971
52.81
N06°50'46"E
L972
38.10
N13'21'48"W
L973
22.46
N59'38'55"E
L974
56.98
S41'22'51 "E
L975
29.88
S16'02'11"E
L976
30.15
S44'59'22"W
L977
77.49
N81'53'16"E
L978
85.91
N58'53'07"E
L979
87.72
S52'54'26"W
L980
69.02
S67'48'51 "W
L981
16.18
N67'34'06"W
L982
32.20
S80"! 9'52"W
L983
39.61
S35'1 3'22"W
L984
24.55
S57'44'09"E
L985
51.91
S54'39'48"E
L986
49.37
S33'32'44"E
L987
40.97
N84'29'30"E
L988
59.39
S55'04'48"E
L989
59.63
S61'57'13"W
L990
42.81
N74'02'51"W
L991
48.03
550'42'33"W
L992
55.71
N58'51'50"W
L993
98.15
S6616'05"W
L994
109.27
555'39'38"W
L995
61.48
S48'09'44"E
L996
104.62
S83'27'07"E
L997
72.35
S45'02'54"E
L998
57.15
N55'28'14"E
L999
66.96
N31'39'09"E
L1000
39.48
560'33'17"E
1-1001
55.03
N82'37'00"E
L1002
77.00
S07'06'05"E
LINE
TABLE -
W16 CONT'D
LINE
LENGTH
BEARING
L1003
75.83
N55'50'50"W
L1004
50.76
S70'54'39"W
L1005
27.30
$18'41'11 "W
L1006
33.61
N871V15"W
L1007
21.84
S43'1 9'39"W
1-1008
88.23
S15'20'34"E
L1009
80,67
S45'58'59"E
L1010
72.90
S24'41'37"E
1-1011
110.59
S72'51'56"E
L1012
23.00
525'31'17"W
L1013
48.29
S08'52'03"W
L1014
48.73
575'58'45"W
L1015
45.20
569'26'51 "W
L1016
59.91
S11'57'47W
L1017
49.94
S03'33'00"E
L1018
43.72
S65'12'09"E
L1019
44.65
SO1'15'00"W
L1020
59.66
S44°05'03"W
L1021
49.53
S73'29'55"W
L1022
58.02
520'33'55"W
L1023
78.81
S06'50'35"W
L1024
79.39
S24'44'50"E
L1025
63.57
S76'27'10"E
L7026
71.62
N85'35'55"E
L1027
45.54
S09'59'30"W
L1028
91.33
S53'38'37"W
L1029
52.61
S42'51'16"E
L1030
58.05
S33'15'53"E
L1031
40.23
507'49'51 "W
L1032
83.35
S24'16'26"E
L1033
40.32
S01'09'15"W
L1034
295.55
S79'33'47"E
L1035
1551.00
501'09'15"W
L1036
40.79
S78°20'45"E
L1037
681.00
S02'11'41"W
L1035
56.54
S46'33'19"E
L1039
216.38
S38'03'29"E
L1040
51.97
S15'5S53"E
L1041
81.49
S20'51'48"W
L1042
151.19
S62'01'16"W
L1043
185.23
S0915'23"W
Ll 0441
84.64
S44'51'44"W
L1045
160.64
S21'29'1 0"E
L7046
143.13
S18'40'51"W
L1047
138.27
S53'52'37"W
L1048
196.19
S3511'29"W
L1049
160.71
S02'53'40"W
1-1050
176.61
$49'27'36"W
L1 0511
225.16
S38'00'49"W
LINE
TABLE -
W17
LINE LENGTH
BEARING
L1052
14.85
S3012'32"E
L1053
108.64
S18'30'10"E
L1054
126.07
518'39'50"
L1055
159.52
S57'43'54"W
L1056
3.05
S05"59'46"E
L1057
11.20
S08'11'25'E
L1058
31.07
N68'34'26"E
L1059
34.20
N62'50'30"E
L1060
34.81
S51'3W55"E
L1061
28.07
N83'03'59"E
L1062
21.99
N3330'16"E
L1063
33.82
N88'22'18"E
L1064
34.83
N4515'17"E
L1065
16.94
N45'51'48"E
L1066
30.89
N35'56'45"E
L1067
26.23
N57'03'58"E
L1068
24.46
N23'49'04'E
L1069
27.23
S8615'08"E
L1070
11.06
S54'57'12"E
L1071
29.80
S16'03'40"E
L1072
33.62
S09°26'31 "E
L1073
34.12
S24'04'28"W
L1074
27.62
S61'35'18"W
L1075
30.91
S46'42'15"W
L1076
29.26
S80'23'18"E
L1077
17.92
S43'37'46"W
L1078
46.06
S 1'30'32"W
L1079
22.73
S14'39'02"W
L1080
27.26
S7WO2'36"W
L1081
22.25
S33'11'48"W
L1082
52.96
S43'09'41 "W
L1083
67.86
S74'52'44"W
L1084
48.12
S39°00'37"E
L1085
38.22
521'23'12"W
L1086
19.92
S33'27'03"E
L1087
26.32
28'42'05"W
L1088
18.17
N28'33'55"W
L1089
33.44
N6712'06"W
L1090
22.40
N85'52'17"W
L1091
16.85
S51'53'20"E
1-1092
20.10
552°21'25"E
L1093
42.02
S54'1 9'39"E
L1094
49.57
S50'31'02"E
L1095
67.41
S55'06'10"E
L1096
9.58
S33'4V55"W
L1097
72.92
N55'05'20"W
L1098
96.32
N53'5S54"W
L1099
36.74
N51'40'31"W
L1100
41.73
N60'40'14"W
L1101
28.19
S64'49'59"W
L1102
35.45
N88'40'41"W
L1103
27.90
N27'16'10"E
L1104
31.96
N30'58'05"W
L1105
20.62
N43'54'41"W
L1106
18.84
N63'49'36"W
L1107
10.41
N16'00'26"W
1-7108
36.15
N68'08'46"W
L1109
22.82
N87'06'52"W
L1110
50.12
S5019'45"W
L1111
52.24
N2110'38"W
L1112
11.93
N68'16'18"E
L1113
23.69
S86'43'15"E
L1114
31.03
S71'38'09"E
L1115
47.51
N18'51'26"E
L1116
9.84
N67'36'54"E
L1117
21.044
N44'59'51'W
L1118
24.37
S60'59'22"W
L1119
35.64
N87'42'47"W
L1120
37.26
S79'51'24"W
L1121
27.72
S60'201"W
L1122
45.58
N51'53'04"W
L1123
14.07
S63'42'23"W
L1124
46.93
S67°18'02"W
L1125
34.19
N83°48'54"W
L1126
23.52
S53'49'23"W
L1127
33.07
S78"50'46"W
L1128
20.30
S52'41 *30"W
L1129
41.63
S53'33'26"W
L1130
22.13
S83'32'47"W
L1131
54.57
S27'09'39"W
L1132
19.44
S83' 8'34"W
L1133
25.74
S31"42'12"W
L1134
54.14
S32'52'05"W
L1135
33.59
N31'25'27"W
L1136
30.56
N4438'31"W
L1137
36.56
N16'29'11"E
L1138
21.30
N08'05'38"W
L1139
30.31
N3510'50"W
L1140
32.52
1%101'44'46"E
L1141
47.32
N2517' 3"W
L1142
22.71
N50'21'41"W
L1143
31.48
30'06'33"E
L1144
39.68
N25'59'13"E
L1145
23.26
N40'48'51"W
1-7146
49.52
N08°45'12"W
L1147
27.99
N27'54'49"W
L7148
22.78
S71'29'48"W
L1149
26.63
S87'44'05"W
L1150
32.08 t
N78'47'28"W
L1151
8.75
N26'30'44"W
L1152
18.18
S60'47'32"E
L1153
19.03
N87'25'48"E
L1154
30.32
N33'59'06"E
L1155
34.64
N0415'52"W
L1156
28.51
586'06'36"W
L1157
17.85
N55'03'08"W
L1158
36.27
N18'04'43 "E
L1159
33.17
N3 '57'39"E
L1160
17.10
N36'24'05"E
L1161
48.03
N47'43'15"E
L1162
31.84
N28'45'28"E
LINE
TABLE -
W17 CONT'D
LINE
LENGTH
BEARING
L1163
27.50
N11'32'08"£
L1164
15.29
N20°03'01 "E
L1165
12.95
N72'23'22"E
L1166
24.09
S54'57'1WE
L1167
48.59
N52'58'25"E
L1168
27.34
S41 *53'45"E
L1169
22.66
S65'28'49"E
L1170
34.50
S32°40'08"E
L1171
32.46
N6915'06"E
L1172
14.88
N39°20'52"E
L1173
35.33
N46'04'08"E
L1174
36.70
N60'51'53"E
L1175
27.98
N16°41'04"E
L1176
23.37
S81'48'24"E
L1177
21.48
S77'10'10"E
L1178
37.73
S68'11'06"E
L1179
15.76
N72'57'27"E
L1180
13.91
N60'04'20"E
L1181
175.02
N50°01'00"E
1-1182
31.53
N14'11'35"E
L1183
35.79
$86'34'09"W
L1184
34.13
NO2'47'11"E
L1185
19.22
N21'26'10"E
L1186
8.29
NO3'40'41"E
L1187
4.05
N8213'56"E
1-1188
33.20
N65'11'53"E
L1189
45.30
532'42'47"E
1-1190
12.66
S35'1 6'00"E
L1191
12.32
S33'53'02"E
L1192
5.31
N86'51'37"E
L1193
35.22
N22'42'16"E
L1194
43.39
531 °34'29"E
L1195
48.23
S41'28'33"E
L1196
51.36
S351O'44"E
L1197
51.83
S35'25'09"E
L1198
56.43
S41'20'20"E
L1199
29.73
S02'27'21 "E
L1200
4.75
N75'1 9'27"E
L1201
105.55
N18'30'10"W
L1202
8.77
N3012'32"W
L1203
29.02
S26'28'23"W
L1204
24.04
507'37'09"W
L1205
25.65
S2419'59"E
L1206
30.51
S83"26'12"E
L1207
26.66
S1 2'59'49"E
L1208
74.23
N57'43'58"E
L1209
75.05
N57'43'49"E
L1210
118.05
N18'39'50"W
L1211
4.49
S7519'27"W
L1212
21.68
S22'22'02"E
L1213
25.05
S35'58'18"W
L1214
29.16
S50'25'51"W
L7215
35.16
S16'09'13"W
1-1216
14.55
S45'46'17"E
L7217
29.73
S09°13'05"W
L1218
13.47
S0517'50"E
L1219
21.63
$74'11'50"W
L1220
36.28
S57'54'40"W
1-1221
12.00
S07'27'56"W
L1222
7.81
S05'59'46"E
L1223
7.51
S73'59'07"W
L1224
44.36
S20'40'49"E
L1225
44.46
S28'41'48"E
L1226
30.25
542'55'40"E
L1227
41.80
S38'06'39"E
L1228
64.75
S14'35'18"W
L1229
29.53
N68°02'30"E
1-1230
61.00
N05'35'52"W
L1231
30.09
N35°21'20"W
L1232
21.32
N26'1 0'31"W
L1233
42.34
N44'22'50"W
L1234
60.00
N24'31'04"W
L1235
12.13
N47'07'06"E
L1236
32.77
S27'24'37"E
L1237
51.20
$30'22'10"E
L1238
49.32
S38'55'06"E
L1239
27.29
S17'03'03"E
L1240
18.21
$89'00'54"W
L1241
26.45
N26'40'11"W
L1242
53.61
N2811'01"W
L1243
35.11
N30'10'45"W
L1244
32.62
N28"57'15"W
L1253
7.51
S73°59'07"W
L1254
44.36
S20'40'49"
L1255
44.46
S28'41'48"E
L1256
30.25
S42'55'40"E
L1257
41.80
S38'06'39"E
L1258
64.75
S14'35'18"W
L1259
29.53
N68'02'30"E
L1260
61.00
N05'35'52"W
L1261
30.09
N35°21'20"W
L1262
21.32
N26'10'31"W
L1263
42.34
N44'22'50"W
L1264
60.00
N24'31'04"W
L1265
12.13
N47°07'06"E
L1266
32.77
S 7'24'37"E
L1267
51.20
S30'22'10"E
L1268
49.32
538"55'06"E
1-12159
27.29
S17'03'03"E
L1270
18.21
S89°00'54"W
L1271
26.45
N26'40'11"W
1-1272
53.61
N 811'01"W
LINE
TABLE
_WETLAND
AREA
_
LINE _ LENGTH
_W18
BEARING
L1245
100.49
SO4'34'53"W
L1246
37.76
S64°23'36"E
1-1247
42.82
N43'02'01"E
L1248
65.79
S64'27'06"E
L1249
47.93
N13°32'16"W
L1 2501
59.59
N36`56'07"W
L1251
66.39
N34'52'51"W
1-1252
45.95
540°07'17"W
M
JOHNSTON COUNTY
AIRPORT
PROJECT LOCATION
SMITHFIELD
m
I, GUY V. COOKE, HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN
ACTUAL SURVEY OF WETLAND #17 MADE BY W. K. DICKSON & CO., INC. UNDER
MY SUPERVISION, AND THAT IT ACCURATELY DEPICTS THE WETLAND DELINEATION
AS SURVEYED IN THE FIELD, AS REFERED TO IN NOTE 3.
GUY V. COOKE, P.L.S. N®. L-4595
1. AIRPORT BOUNDARY WAS NOT SURVEYED AT THIS DATE. ALL BOUNDARY INFORMATION WAS
DERIVED FROM A PLAT BY RAGSDALE ENGINEERS, DATED DEC. 16, 1974 AND RECORDED IN
PLAT BOOK Ifs, AT PAGE 193, JOHNSTON COUNTY REGISTRY, AND FROM SEVERAL PLATS
PREPARED BY W. K. DICKSON (1e CO., INC. FOR JOHNSTON COUNTY AIRPORT AUTHORITY.
2° BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE GRID COORDINATE SYSTEM. ALL
DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
3. WETLAND AREA 5-17 IS BASED ON ACTUAL LOCATIONS BY W. K. DICKSON & CO., INC. OF
FIELD MARKINGS PROVIDED BY GEORGE LANKFORD, L.S.S. OF W. K. DICKSON & CO., INC,
4. WETLAND LINES 4, 6, 9, 10 AND AREAS B, I, J, AND K ARE BASED ON ACTUAL LOCATIONS
BY W. K. DICKSON & CO., INC. OF FIELD MARKINGS PROVIDED BY LEON S. JERNIGAN, PHD. -
WETLAND REGULATORY SPECIALIST, OF NEEDHAM, JERNIGAN & ASSOCIATES, INC., ANGIER, N.C. IN
DEC., 1991 AND FEB., 1995 ARID AS SHOWN ON WETILAND DELINEATION MAP BY W. K. DICKSON &
CO., INC. DATED FEB., 1992.
5. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, RIGHTS-OF-WAY, OR RESTRICTIONS OF
RECORD.
9. A PORTION OF THE AREA SOUTH AND WEST OF SWIFT CREEK HAS BEEN INVESTIGATED AND
DELINEATED FOR WETLAND, BUT HAS NOT BEEN SURVEYED AS OF THIS DATE.
LINE LENGTH
B1 171.95
B2 499.29
133 156.65
B4 535.19
B5 40.32
B6 295.55
87 1551.00
BS 40.79
139 681.00
810 56.54
B11 216.38
B12 51.97
B13 81.49
B14 151.19
B15 185.23
B16 84.64
817 160.64
818 143.13
B19 138.27
B20 196.19
B21 160.71
B22 176.61
B23 225.24
B24 126.52
825 121.26
B26 280.44
827 200.26
B28 79.17
B29 137.29
B30 131.98
B31 163.19
B32 257.10
B33 167.22
B34 69.15
B35 75.10
B36 291.14
837 120.98
B38 213.23
B39 66.12
B40 153.43
B41 106.84
B42 85.65
B43 86.76
B44 163.59
B45 169.25
B46 63.78
B47 60.11
B48 153.70
849 192.55
B50 68,99
851 102.44
852 107.89
B53 103.63
B54 82.54
855 183.24
B561 213.01
LINE TABLE - BOUNDARY LINE
LINE I LENGTH BEARING
B571 247.30 NR4'S1'46
'43"W
AREA TABLE
_WETLAND
AREA
ACRES
Wi
0.68
W2
3.68
W3
0.03
W4
0.58
W5
0.87
W6
1.66
W7
1.70
W8
0.14
W9
0.63
W10
1.01
W11
0.37
W12
1.37
W13
1.06
W14
0.11
W15
0.11
W16
97.52
W17
11.06
W18
0.24
B
0.20
K
0.10
I
0.16
J
0.15
TOTAL.
123.43
M
JOHNSTON COUNTY
AIRPORT
PROJECT LOCATION
SMITHFIELD
m
I, GUY V. COOKE, HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN
ACTUAL SURVEY OF WETLAND #17 MADE BY W. K. DICKSON & CO., INC. UNDER
MY SUPERVISION, AND THAT IT ACCURATELY DEPICTS THE WETLAND DELINEATION
AS SURVEYED IN THE FIELD, AS REFERED TO IN NOTE 3.
GUY V. COOKE, P.L.S. N®. L-4595
1. AIRPORT BOUNDARY WAS NOT SURVEYED AT THIS DATE. ALL BOUNDARY INFORMATION WAS
DERIVED FROM A PLAT BY RAGSDALE ENGINEERS, DATED DEC. 16, 1974 AND RECORDED IN
PLAT BOOK Ifs, AT PAGE 193, JOHNSTON COUNTY REGISTRY, AND FROM SEVERAL PLATS
PREPARED BY W. K. DICKSON (1e CO., INC. FOR JOHNSTON COUNTY AIRPORT AUTHORITY.
2° BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE GRID COORDINATE SYSTEM. ALL
DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
3. WETLAND AREA 5-17 IS BASED ON ACTUAL LOCATIONS BY W. K. DICKSON & CO., INC. OF
FIELD MARKINGS PROVIDED BY GEORGE LANKFORD, L.S.S. OF W. K. DICKSON & CO., INC,
4. WETLAND LINES 4, 6, 9, 10 AND AREAS B, I, J, AND K ARE BASED ON ACTUAL LOCATIONS
BY W. K. DICKSON & CO., INC. OF FIELD MARKINGS PROVIDED BY LEON S. JERNIGAN, PHD. -
WETLAND REGULATORY SPECIALIST, OF NEEDHAM, JERNIGAN & ASSOCIATES, INC., ANGIER, N.C. IN
DEC., 1991 AND FEB., 1995 ARID AS SHOWN ON WETILAND DELINEATION MAP BY W. K. DICKSON &
CO., INC. DATED FEB., 1992.
5. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, RIGHTS-OF-WAY, OR RESTRICTIONS OF
RECORD.
9. A PORTION OF THE AREA SOUTH AND WEST OF SWIFT CREEK HAS BEEN INVESTIGATED AND
DELINEATED FOR WETLAND, BUT HAS NOT BEEN SURVEYED AS OF THIS DATE.
LINE LENGTH
B1 171.95
B2 499.29
133 156.65
B4 535.19
B5 40.32
B6 295.55
87 1551.00
BS 40.79
139 681.00
810 56.54
B11 216.38
B12 51.97
B13 81.49
B14 151.19
B15 185.23
B16 84.64
817 160.64
818 143.13
B19 138.27
B20 196.19
B21 160.71
B22 176.61
B23 225.24
B24 126.52
825 121.26
B26 280.44
827 200.26
B28 79.17
B29 137.29
B30 131.98
B31 163.19
B32 257.10
B33 167.22
B34 69.15
B35 75.10
B36 291.14
837 120.98
B38 213.23
B39 66.12
B40 153.43
B41 106.84
B42 85.65
B43 86.76
B44 163.59
B45 169.25
B46 63.78
B47 60.11
B48 153.70
849 192.55
B50 68,99
851 102.44
852 107.89
B53 103.63
B54 82.54
855 183.24
B561 213.01
LINE TABLE - BOUNDARY LINE
LINE I LENGTH BEARING
B571 247.30 NR4'S1'46
'43"W
B59
112.82
'15'W
860
302.79
'15"W
B61
254.98
i 47"E
862
393.22
'15"W
B63
2530.07
)'45"E
B64
1345.33
'41"W
B65
259.42
3'19"E
866
580.72
5'29"E
B67
235.50
i'53"E
868
232.32
'48"W
B69
146.13
116"W
B70
197.73
'23"W
B71
93.82
'44"W
1372
185.46
3'10"E
873
381.31
51"W
874
144.54
37"W
B75
673.88
'29"W
B76
213.30
'40"W
B77
405.08
'36"W
B78
220.04
'49"W
B79
23.36
'59"E
B80
9.62
'47"W
B81
19.96
'18"W
B82
16.79
3'11"E
BB3
16.36
'35"W
884
41.78
i'58"E
885
38.25
3'12"E
886
40.32
5'31"E
BB7
26.77
X00"E
B88
48.54
)'21"E
B89
18.25
V10"E
690
30.06
X09"E
B91
13.03
3'13"E
892
27.28
1'48"E
B93
39.20
'05"E
B94
15.08
1'29"E
B95
38.50
B99
8101 29.75
8102 30.70
B103 9.93
8104 38.62
B105 43.00
8106 51.96
8107 76.20
B108 18.98
8109 148.67
8110 338.21
B111 263.91
B112 132.00
CURVE TABLE - BOUNDARY LINE
CURVE
LENGTH
RADIUS
CHORD BEARING
C1
103.35
301.14
102.84
N15'C4'44"E
C2
321.50
2816.79
321.33
N45'43'10"W
C3
412.50
2816.79
412.13
N3815'16"W
C4
89.82
2816.79
89.82
N33'03'45"W
C5
118.58
143.48
115.23
SOO'2:3'30"W
WETLANDS DELINEATION
Ilia
mAF1 SHEET "r:
8113
B114
6115
8116
8117
8118
8119
B120
B121
8122
8123
8129
B133
765.57
288.00
796.04
590.21
467.07
291.35
388.24
428.06
176.42
111.63
225.07
163.28
75.60
174.09
188.36
145.18
75.04
135.41
148.88
119.05
B139 202.50
8140 83.20
8141 32.10
B142 174.16
8143 100.10
B144 100.09
8145 100.10
8146 250.22
B147 100.14
B148 100.02
13149 922.84
B150 601.42
B151 74.22
8152 100.04
6153 100.04
B154 100.04
B155 300.63-
B156 299.90
B157 119.44
8158 101.60
B159 55.75
B160 106.78
B161 296.34
B162 409.55
8165
B166
B167
B168
8169
B175
98.23
051.79
27.25
10.01
348.02
220.05
385.80
178.18
BEARING
0
am* ]

.:ISO
r`e+
.,+++
WEIR INV =137
SCREEN N D. I
TO SCALE
INTERNAL WATER -i
STORAGE ZONE
FILTER F
TOP ELEV. = 139.75
3" MULCH
PRE -CAST CONCRETE
OUTLET BOX. SEE
OUTLET BOX DETAIL.
WATER QUALITY SURFACE=138.25
BOTTOM EL.=137.25 0 TOP OF MEDIA
(- 3" TRIPLE SHREDDED HARDWOOD
I MULCH
CLEANOUT WITH SCREW
TYPE CAP ® 12" ABOVE
MULCH EVERY 50' MIN.
BOTTOM EL.=137.25 0
TOP OF MEDIA
4 PARALLEL ROWS OF 6" -Ir
PERFORATED PIPE PERFORATED 6" DIA.
PVC PIPE FINGER DRAIN
8" THICK #57 STONE WASHED, LINES (TYP.). SEE PLAN
NO VOIDS (TYPICAL) FOR VARYING LENGHTS
PLANTING SOIL MIX NOTE:
3,33' SOIL MIX IS MEASURED FROM BOTTOM OF
MULCH TO THE TOP OF STONE ABOVE THE 6"
UNDERDRAINS
M.
CONCRETE TOP W/ 2' DIA. MANHOLE ACCESS HATCH.
TOP OF SLAB ELEV = 139.75+
PRE -CAST CONCRETE OUTLET BOX WITH
MANHOLE FRAME AND COVER 12" HIGH X
30" WIDE OPENING ON ALL SIDES OPEN.
12"X30" OPENING
ON ALL SIDES
ELEV. = 138.25
18" RCP PIPE AT 0.5%
3" TRIPLE SHREDDED INVOUT=l;'r%
HARDWOOD MULCH 6" DIA. PVI
INV.IN=134.25
TOP OF WEIR = 138.21
CONCRETE FOREBAY-.
•
42" RCP INVERT
IN = 135.00
ELEV. 139.00
O'= 1 6 I
PVC PIPE, INVERT SIDE VIEW •' OVERFLOW WALL
OUT = 135.00 NOT TO SCALE
20' LF IR 38 H
`-SOD ON PERIMETER do SLOPE { " _ . n _ . �`: ' ;� CREST AT ELEV.
•
3" TRIPLE SHREDDED
HARDWOOD MULCH
PERFORATED PIPE
STONE8- #57 WASHED
r
SECTION B
L40T TO SCALE
-01 IRE
• EVENT WSEL
•,
L-12" THICK CONCRETE BASE
OUTLET BOX
PRECAST CONCRETE OUTLET BOX.
SEE OUTLET BOX DETAIL (ABOVE).
OUTLET BOX YARD INLET
WEIR ELEV. EL=138.25
18" RCP INV.OUT = 133.25
L8" THICK #57 STONE-" NON -WOVEN FILTER FABRIC)
WASHED, NO VOIDS WITH PERMEBILITY Z75 A
B GAL/MIN/SF SHALL BE z 6" PVC
WRAPPED AROUND THE INV+OUT = 134.25
PIPES WITH V OVERLAP MIN.
SOIL MIXTURE NOTE:
THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL CONTAIN 82% SAND, 127. FINES (SILT + CLAY) AND 6% ORGANIC MATERIAL
(COMPOST, TOPSOIL) AND HAVE A PERMEABILITY (k) RATING FROM 1 INCH/HOUR TO 2 INCH/HOUR AS MEASURED IN THE FIELD. A LABORATORY
TEST MAY BE NECESSARY TO VERIFY THE PERMEABILITY RATE OF MATERIAL. THE SOIL SHOULD HAVE A pH BETWEEN 5.5 TO 6.5 AND THE CLAY
CONTENT OF THE SOIL MIXTURE CANNOT EXCEED 6%. THE P -INDEX OF THE SOIL MUST RANGE BETWEEN 10-30 AND HAVE A CEC GREATER THAN
20. SOIL MUST NOT BE INSTALLED UNTIL ALL OF THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND APPROVED BY THE INSPECTOR.
SOIL MIXTURES SHALL BE INSTALLED IN 8 TO 12 INCH LIFTS TO ENSURE ADEQUATE FILTRATION.
iBIORETENTION
NOT TO SCALE
PERFORATED 6" DIA. PVC
PIPE, INVERT OUT = 135.00
42" RCP INVERT
OUT 0r
FRONT VIEW OF OVERFLOW WEIR
M
NON -WOVEN FILTER
FABRIC WITH
PERMEBILITY Z75
GAL/MIN/SF
CONCRETE TOP W/ 2' TOP OF SLAB TOP OF POND CONCRETE TOP W/ 2 TOP OF SLAB
DIA. MANHOLE ACCESS ELEV.=138.00 ELEV.=138.00 DIA. MANHOLE ACCESS ELEV =138.00
HATCH HATCH
15"X30" OPENING ON s ;.l .. i;' v 15"X30" OPENING ON".;.'" + ® _ o
THREE SIDES s4' THREE SIDES
ELEV.=136.OD ELEV.-136.00 10 YR.136.898 UNDERGROUND STORM�IATER MANAGEMENT STRUCTURE (DRY DETENTION POND)
=
MAINTENANCE PLAN:
15"X30" OPENING ON 3:1 SLOPE 1 135+35, 1. GRASS SHALL BE MOWED AT LEAST CE PER YEAR AT TIMES MOST BENEFICIAL TO
FRONT SIDE
--\
REGERMINATION OF SEED.
z` w 2. TREES SHALL BE PREVENTED FROM GROWING ON SLOPES AND EMBANKMENTS.
4'x4' PRE -CAST 15"X30" OPENING ON 3. TIME RISER AND BAFFLE STRUCTURE REQUIRE NO HUMAN INTERVENTION FOR PROPER FUNCTION;
INVERT IN 4" DIA. FRONT FACE OF BOX a' ~ FRONT FACE
CONCRETE BOX HOWEVER, TRASH AND DEBRIS CAN CAUSE FAILURE UNDER EXTREME STORM EVENTS. TRASH
ORIFICE ELEV.=132.50 (OUTSIDE DIM.) .4 4" DIA. ORIFICE ELEV.=134,60 SHALL BE REMOVED FROM WITHIN AND AROUND THE POND REGULARLY TO ENSURE PROPER
INV. AT BOX = 132.50 a
OPERATION OF THE OUTLET STRUCTURE (PRINCIPLE SPILLWAY) AND EMERGENCY SPILLWAY.
4. OUTLET STRUCTURE AND OUTLET PIPE SHALL BE CLEANED, INSPECTED, AND REPAIRED AT LEAST
ELEV.=132.50 BOTTOM OF POND ANNUALLY AND FOLLOWING MAJOR STORM EVENTS, OR AS SEEN NECESSARY FOR PROPER
4" OF SELECTED BACKFILL MANHOLE STEPS " FUNCTION.
- FRONT FACE OF BOX 24 DIA. OUTLET PIPE 5 BE REMOVED FROM POND AS NEEDED TO PROVIDE STORAGE AS
INV. OUT=130.50 •SEDIMENT ACCUMULATION SHALL
1 t • 93'- 24" RCP 0.510 6" DIA. ORIFICE SHOWN IN THE RISER DETAILS.
y g� POND UNDERDRAINS 6. POND BOTTOM SHALL BE RE -GRADED TO PROVIDE PROPER DRAINAGE TOWARDS OUTLET.
INVERT OUT 24 RCP INV. AT BOX = 130.50 ?.:;', 7. RIPRAP PADS SHALL BE CLEANED AND REPAIRED AT LEAST ANNUALLY AND FOLLOWING MAJOR
BOT OF PRE -CAST
ELEV.=130.50 ELEV.=130.50 STORM EVENTS, OR AS SEEN NECESSARY FOR PROPER FUNC110N.
6" POND UNDERDRAINS INVERT ELEV =130.50
- -
:. 1
10" OF #57 WASHED
STONE AND FILTER FABRICaa m �� _ - �'"•_a,�s ®®®® -� _�� .•®®®•_ 4_ •d -=.�
'
\---GROUT BOTTOM TO
PROVIDE POSITIVE L12"12" THICK CONCRETE BASE DRAINAGE THICK CONCRETE BASE
SIDE VIE T VIE
PROJECT MANAGER
CRT
DRAWN BY
MRB
APPROVED BY
DP
FILE NAME
DRAWING SCALE
1001 PINNACLE POINT DRIVE
RELEASED FOR
AS SHOWN
SUITE 110
SC 29223
APPROVALS
PROJECT DATEWKCOLUMBIA,
[phone]
JUNE 200
PROJECT NUMBER
ff
DD1Office
Locations:
BIDDING
80324.00,CA
CONSTRUCTION
PLOT DATE
community infrastructure consultants
North Carolina Georgia
South Carolina ra,e.r k.^ Kentucky -J
RECORD DWG.
DATE
35"X53" ELLIPTICAL PIPE MIN ELEV = 136.3
INVERT OUT = 136.5
SETTLING
BASIN
NON -WOVEN f
FILTER FABRIC
WITH PERMEBILITY PERFORATED W 8" THICK #57
X75 GAL/MIN/SF DBA. PVC PIPE STONE WASHED,
NO VOIDS
SECTION A--
ELEV. 139,00
MAT T® SCALE
4
1
24" RCP INVERT
OUT = 137.5
MIN ELEV = 136.3
\]
ELEV `'gyp
O$t` 139
9M
PERFORATED 6" DIA.'
PVC PIPE 8" THICK ,#57 NON -WOVEN FILTER
STONE WASHED, FABRIC WITH PERMEBILITY
NO VOIDS X75 GAL/MIN/SF
SECTION -
NOT TO SCALE
53" ELLIPTICAL
OUT 136.5
2
18" RCP TO _,,,� 1
BIORETENTION 6
POND INVERT IN t
137.50
i
NOTES:
1. TO REDUCE MAINTENANCE, A CONCRETE
FOREBAY IS PROPOSED WITH THE CENTER
OPEN AND LINED WITH PERMEABLE MEDIA.
III 0G%Z�I17►F.YI�IZ 1 ►I
WRY AND BIORETENTION POND
E MIL SHEET

PROJECT MANAGER DRAWING SCALE
CRT AS SHOWN
DRAWN BY
PROJECT DATE
MRB
JUNE 2009
APPROVED BY
PROJECT NUMBER
DP
80324.00.CA
FILE NAME
PLOT DATE
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.... . ..... . .. ...... ...
3.
FINISHED GRADE
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164
EXISTING GRADE
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160
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RUNWAkY SAFETY AREA
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