20090430 Ver 3_Site Plan_20100909

lw'.?WK
LETTER OF TRANSMITTAL DICKSON
community infrastructure consultants
720 Corporate Center Drive Raleigh, North Carolina 27607 919.782.0495 tel. [phone] fax
TO: e/ &/7 DATE: ?C OeIO
G OZ,? -- ?o r ? s
RE: 3 ?/Sfvli
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ATTENTION:
We are sending via: ? Overnight ? Regular Mail ? Pick-up Hand Delivered
The following items: ? Correspondence XPlans ? Specifications ? Other as listed below:
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
? For Approval ? As Requested ? Approved as Submitted ? Returned for Corrections
? For Your Use XFor Review and Comment ? Approved as Noted ? Forward to Subcontractor
COPY TO:? SIGNED:
,s
RFAAARI(C-
Ct~ ST UCTI N PLA E T E U~~AY AFETY
AT THE
J l~TSTO~ C ~JNTY SMITHFIELD, NC
JU 2010
NCDOA NCB. 36244.40.2 ,aHNSrar couNTv
JOWNSTON COUNTY
AIRPORT
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FOUR
LOCATION MAP VICINITY MAP
N.T.S. N.T.S.
LIST OF DRAWINGS
C-1 -COVER
C-12A -CULVERT EN C-2 -EXTENDED RUNWAY SAFETY AREA SAFETY PLAN JLVERT ENDS GRADING DETAIL
C-13 -EXTENDED RU C-3 -GENERAL NOTES AND LEGEND FENDED RUNWAY SAFETY AREA PLAN AND PROFILE
C-94 -EXTENDED RU C-4 -EXTENDED RUNWAY SAFETY AREA LAYOUT AND STAKING PLAN FENDED RUNWAY SAFETY AREA CULVERT PLAN AND PROFILE
C-15 -CULVERT DET C-5 -EXTENDED RUNWAY SAFETY AREA AND STAGING AREA CLEARING AND GRUBBING PLAN _VERT DETAILS SHEET ~1
C-16 -CULVERT DET C-6 -BORROW AREA CLEARING AND GRUBBING PLAN _VERT DETAILS SHEET ~2
C-17 -DRAINAGE AN C-7A -EXTENDED RUNWAY SAFETY AREA PHASE I EROSION AND SEDIMENT CONTROL PLAN LINAGE AND EROSION CONTROL DETAILS & NOTES SHEET #1
C-18 - DRAINAGE AN C-7B -BORROW AREA EROSION AND SEDIMENT CONTROL PLAN LINAGE AND EROSION CONTROL DETAILS & NOTES SHEET ~2
C-19 -DRAINAGE AN C-8 -EXTENDED RUNWAY SAFETY AREA PHASE II EROSION AND SEDIMENT CONTROL PLAN LINAGE AND EROSION CONTROL DETAILS & NOTES SHEET 3 community in~rastrucfiuro consultants
C-20 -DRAINAGE AN AINAGE AND EROSION CONTROL DETAILS & NOTES SI-dEET #4
C-9 -STAGING AREA EROSION AND SEDIMENT CONTROL PLAN 1001 PINNACLE P4{NT DRIVE
C-21 -DRAINAGE AN C-10 -BORROW AREA GRADING PLAN LINAGE AND EROSION CONTROL DETAILS 8c NOTES SHEET #5 SUITE 110
COLUMBIA, SC 29223
C-22 -DRAINAGE AN AdNAGE AND EROSION CONTROL DETAILS $c NOTES SHEET ~6 (803) 786,4261
C-11 -EXTENDED RUNWAY SAFETY AREA GRADING PLAN
L-1l S (AGING AKLA GRADING PLAN Office Locations:
North Carolina Georgia
South Carolina
WKD JOB # 80324.00.CA
NC LICENSE No. F-0374

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N=650467.5 ,u ~ . E=21$0158.91 ? ~ ~;M , ~~..Nn: ,,.~4~ , < ~ r. ~ .,.~~s . ~ ~ u ~ _~a ._~,..A.~ M_. WA-I RAC ~ E a. ~v ~ r 3 d ~ f, a' n
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°h ELEV.=134.98 EXISTING HANGAR . - ~ , d t,xN„ 1 E S t .xrc e e N .F , - .r ,.P A~ _ Z = v. y x~`v~ x - .,E,> '"4, y .r..;+xs".r`'as. /a• ~ `mod ~ 4:,yd: ry 'ROPOSED , EXISTING APRON s ,y r " ,
..M ~,,r.F. {TYP.) ~ ~.,:,..r , M;m.:^.~~.~..._. ~.,.4.~.~.~.., ~ ~ ,.,;k. x.. x? TEMPORARY 9 . xef s . ~ EXISTING HANGAR ~ ~ ~ ..p.:~ ~ ..,.,~h,.~ ~ CONST~U~TION MP®RARY AREA ...w, ~ ^3 z~J ~y T~U~TIrSN 3„ ~ ~ ~ l~
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~4., x ~ N=651750.51 € ~ 5; N=654048.61 Q ; y 3 `"`'r PROPOSED ~A ~ (REEDY BRANCH} BORROW AREA
~ E=2181041.59 ~s-` ~ E=2181975.40 xE ~ ~ ~ HAUL R , ~ _ F m y, y f OU A.~ r d -,.me y 6
EXISTING `~a ELEV.=138.17 ELEV.=156.87 Em l 4 .f E N{ .~.x w. .,,gym. -M mm~.•m.av R ? f. P,; 5 if 1
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. ~..~;;fax.nu.~.Mi.2%*~.:eflwk:.^N'l~.t'~%YJJ,~,'~4~-, im,,. ma:rtvix eNV,~.-1?a,; ;»"~+'~w.»a .x;nr+nmmY.Raw r',a'-, w.:,r.m. r+anw. !as rr.Y+.,.~n1`~7,.v",~~o,m:r~.aa~w.oa,uticrmN:u,a,NS»m«u . a .vyts s. . c -.±v --s~7..Ywr~ws, ...n u?~'nrk`A+,~x~:a'~s,~s.nb.=xin M aQ .n ~ ~I%~~a?.~S xnw<.,,~erv...~n,xa, yr rzw.:taau :a:tt,., wn.&-r"ud'~7;aa'trsvE~`~~wisoA. ;sara. %=e,~az.~3i "z :siro~ ~.,ra+urc~~.n~o~:.. ;ra en:~ce.!;am~,mr. ~.r,~,..z~~.~„w~a:. '~t,~~ I h e ~ 1 '~F ~ ! F ~e
=t ` f ? T ~ ~ H ~ X f! R S ! ~ :w~ ~ 5 s .J ~ F ~ ~ ~ s d'"
~ . . ! ~ ! fi WETLAND
~ EXISTING. UNWAY SAF ,tY AREA EXISTING a F ~ I ~ / , A. UNDARY
a' ,fir, ~r r sw ~ EXISTING ~ ! ~ ~ a ~ ~ B® . ~ ! 4-BOX
x 4-BOX . war-ti,. f ,"4v a'b ` x 4'" . n '".y~ 'gy'p .r».~. d"-~tr a"'y°.~4',f; ,:4 r 1_ , ~m.,,.. w.~ PAPI _ r T P. PAPI r ,
ti~~~ ~ s~ ~ ~ EXISTING WINDCONE 7NE EXISTING '"w
AND SEGMENTED r °"`>~s ~ TED GE ~ WETLAND ~ ~ ~
CIRCLE CLE CE CE CE ---~°-~.e. CF f .
~ ~
4" REFLECTIVE 10' LENGTH OF 8" DIAMETER WHILE < ~ ~f. ;e ,r GE GE ~
SGHEDULE 40 PVC PIPE SAWED IN HALF. ~ ~ ~ ~ ~ ~ .t4 _ ~ ~ WHITE/ORANGE TAPE ~ ~e. 3~ „n et. . ~ f . ~ . ~ t G i n'. i,.. r 'y ~a
(TYP. BOTH SIDES ~ ~ . ~ , ' ~ ~ ~ FLASHING OR STEADY-BURNING RED
OF PVC PIPE c~ ~ ~ ~ 1. ITEM TO BE PROVIDED BY CONTRACTOR. ~ .x.. ~ J. t.. .r. I LIGHT TYPE A ~CURELY FASTENED a r . _ . _ e r PROPOSED ~ ~ % ~ ~ ~ Y ~ ~ ~ ~ ~ ~ ~'~.ID
c ~ ~ k AND TURNED HORIZONTALLY AT 45 2. MARKERS TO BE CONSTRUCTED OF BORROW AREA 4 ~T ~ i`~ / ~ / ~ ~ ~ r , .A C-1 ,
~ ~ I r ANGLE TO THE LONGITUDINAL AXIS OF ~ ~ ~ ~ ~ AM " HAUL ROUTE ;
EXTERIOR GRADE PLYWOOD OR A MATERIAL ~ 2 ,yu , THE BARRICADE. ~ ~ ~ ; ' 3. AS APPROVED BY THE ENGINEER WHICH 4~LL ~ ~ ~4 , y~`Y
i ti, " LAST UNTIL THE PROJECT IS COMPLETED ANp ,w ~ x ~ ~ ~ E b. ~ ~ .."~.,x 1 DIAMETER SCHEDULE 40 ~ ~ y x,PROpOS~F.O fi _ ~ _ , . ~ ~~~~s., ~ ~,n,-
PYC INSERT DRILLED AND CAN BE RELOCATED AS REQUIRED. ~ ,~0 ~ " „s ~ . ~ a ~ ~ , ~'°a,~ ~
" MARKERS SHALL BE YELLOW iN COLOR. NO ~ ~ -~BORR~'~Nl GLUED INTO 8 PVC BASE ~ ~ "
" " SEPARATE PAYMENT V~LL BE MADE FOR TH . ~ ~ , ~ .,a AREA, ~ WITH 18 x18 FLUORESCENT E ~ ~ ~ ~
MARKERS -INCIDENTAL TO M-101 ITEM OF ~ ~ t ~ H(-VIZ RED ORANGE a ~ ~ .5, ~ ~ ~ ~ 4, t / WORK. .a ~ SYMBOL DESCRIPTION
VINYL BLEND FLAG TYP. ~ r 45 ~ " , / EXISTING CREEK
x .v. e. t, ONE END ONL ~ s ` (REEDY BRANCH}
q ® PROPOSED SAFETY BARRICADES
A E D TAI ~ ~ ~ ~ . ~ r ~ z. . ~ LO RU WAY : RK R E L
` PROPOSED CONTRACTOR STAGING AREA
ISOMETRI VIEW c-2 ~ r ~ , NOT TO SCALE ~ ~ ~ ~ . ~w
NOT TO SCALE ~W''.. „N . M#,,.; a ~ >h ~ w ~ ~ ~ ' ,
4'X8'X~4" PLYWOOD PAINTED WHITE, END OF w. ~ k CE PROPOSED HAUL ROUTE ~ .t.,,~.. gym.
SECURELY FASTENED TO GROUND EXISTNG RUNWAY
WITH NAILS (8 EACH). REMOVE AT
PVC PIPE END OF EACH WORK DAY GENERAL SAFETY REQUIREMENTS: cONSTRUCTION ENTRANCE
2 RUNWAY RUNWAY EDGE
C-2 CLOSURE 5TR(PE THROUGHOUT THE CONSTRUCTION PROJECT, THE FOLLOWING SAFETY ~ PROPOSED SILT FENCE
CROSS AND OPERATIONAL PRACTICES SHOULD BE OBSERVED:
' MAX
SEPARATION 1. ANY UNAUTHORIZED PERSONS MUST BE RESTRICTED FROM ° ' " ° " ° ° EXISTING RUNWAY/TAXIWAY SAFETY AREA ENTERING OR REMAINING IN AN AIRPORT OPERATIONS AREA THAT
WOULD BE HAZARDOUS. w-M EXISTING AIRPORT PROPERTY LINE
~ RUNWAY 21 "o ~ w
PLAN VIEW _ _ g 2. CONSTRUCTION THAT IS lMTHiN THE SAFETY AREA OF AN ACTIVE
NOT TO SCALE = Q RUNWAY, TAXIWAY, OR APRON THAT IS PERFORMED UNDER I ~~..~."..~m~~.-, EXISTING OVERHEAD ELECTRIC
NORMAL OPERATIONAL CONDITIONS MUST BE PERFORMED WHEN
1. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES THE RUNWAY, TAXIWAY, APRON IS CLOSED OR USE-RESTRICTED AND INITIATED ONLY WITH PRIOR PERMISSION ~ ~ ~ ~ ~ ~ EXISTING WETLAND BOUNDARY
AND MAKE PROMPT REPAIRS AS NECESSARY. LIGHT SHALL BE OPERATING FROM THE AIRPORT MANAGER.
EVERY NIGHT.
32' 3. THE FBO MANAGER, OR OTHER DESIGNATED AIRPORT
2. BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND BAGS OR OTHER REPRESENTATIVE MAY ORDER THE CONTRACTOR TO SUSPEND GRAPHIC SCALE
APPROVED METH6k35 TO iMT1iSTAND HIGH IMNDS AND/OR JET BLAST. OPERATIONS; MOVE PERSONNEL, EQUIPMENT, AND MATERIALS TO
3. LIGHTED BARRICADES WILL BE PROVIDED BY CONTRACTOR, THE CONTRACTOR A SAFE LOCATION; AND STAND BY UNTIL AIRCRAFT USE iS zoo a ~w zoo ,oo eoo COMPLETED, WHEN NECESSARY
IS RESPONSIBLE FOR PROPERLY MAINTAINING THE MARKERS DURING 8~0'
CONSTRUCTION AND THIS WORK SHALL BE CONDSIDERED INCIDENTAIL TO 3. THE CONTRACTOR MALL PLACE RUNWAY CLOSURE CROSS AT t ~
MOB(UZAT10N. $ THE BEGINNING EACH WORKING DAY. CONTRACTOR SHALL
CONTRACTOR SHALL COORDINATE THRESHOLD RELOCATIONS WITH PRO~CT SITE REOPEN RUNWAY AT THE ENp OF EACH WORKING DAY FREE OF 1 inch =200 ft.
1 1GHTE DARRICADE REPRESENTATIVE AND OWNER. THERE IMLL BE NO SEPARATE COST f:OR ANY OBSTRUCTIONS QR EQUIPMENT.
RELOCATED THRESHOLD MARKING, THIS SHALL BE INCIDENTAL TO MOBIUZATiON.
C-2 NOT TO SCALE
3 RELOCATED THRESHOLD MARKING
C-2 NOT TO SCALE
1 P N COMMENTS 8-4-10 PROJECT MANAGER DRA"NC SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE REVISION ER CDENR REVIEW CRT AS SHOWN SUITE 110 EXTEND E DRAM! BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS XTENDED RUNWAY SAFETY AREA PROJECT C-2
,1PK %IJLY 2010 vw IL 0 [phone] FOR THE EXTENDED RUNWAY SAFETY
APPROVED BY PROJECT NUMBER BIDDING
DIC'W'S' Office Locations: J PS 80324.00.CA REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT AREA SAFETY PLAN _22
South Carolina RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA

~ AL NOTES CLODS OR OTHER DEBRIS.

1. NO DEBRIS OF ANY NATURE SFIALL BE ALLOWED OUTSIDE OF THE CONSTRUCTION AREAS. ALL LOOSE MATERIALS 4. THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION-RELATED VEHICLES ON THE AIRPORT OF D STURBANCE AND THE C UP THE AR OUT51D THE BARRIERS ENTRANCE ROAD SYSTEM EXCEPT AS SHOWN ON THE PLANS QR APPROVED BY THE RPR. ALL DELIVERIES TO THE LEGEND
E~ MUST BE KEPT WITHIN THE LIMITS I LEAN EAS E EROSION CONTROL N ' SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS STAGING AREA SHALL BE VfA THE ESTABLISHED HAUL ROUTE QR AS APPROVED BY THE RPR. )NFL NOT S:
®B~ AREA SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 0 5. A REPORT OF THE BEFORE AND AFTER C0NDI110NS ON-SITE HAUL ROUTES MALL BE PREPARED JpiNTLY BY 1. ALL AREAS DISTURBED B7 DISTURBED BY THE CONTRACTORS SHALL BE SEEDED PER THE SPECIFICAl10NS SHOWN BELOW: SYMBOL DESCRIPTION
JB 2. THE OWNER R VES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL K ADJACENT TO AND THE CONTRACTOR AND THE RPR. FENCaNG, DRAINAGE, GRADING AND TEMPORARY HAUL ROUTES OR ACCESS R~ POINTS ON THE AiRPORT ONCE BE E CONTRACTOR'S RESP~ISIBIUTY AND SHALL BE APPRO BY TH RP 2. MULCH. USE SPECIFIED EI WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS TH E R SPECIFlED EROSION CONTROL BLANKET TO COVER THE ODE SLOPES OF THE CHANNEL, APPLY 4000 LB/ACRE
~ ' OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT TO INTER WITH OR WINDER PRIOR TO COMMENCING THE WORK. ALL AC11VE ON-SITE FAA ROADS TO FAA FAgUTIES SHALL REMAIN OPEN GRAiN STRAW AND ANCHt eW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS. ~ ~ LIMITS OF DISTURBANCE
THE PR OR THE COMPLETION OF THE K BEING COMPLETED BY OTHER TRACTORS. THE AND MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL LIMIT LOADS TO PREVENT DAMA~ TO EXISTING _N CONTRACTORS WORKING ON THE SAME PROJECT SHALL OPERATE WITH EACH OTHER A5 REQUESTED BY THE PAVEMENTS. 3. REVIEW CONSTRUCTION SE ISTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL MEASURES.
B~~ ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS •s~®®®®® PROPOSED SAFETY BARRICADES
y~ SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT 1MLL BE MADE. 6. ON-STYE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL 4. CONSTRUCTION ACCESS A ION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL COOR~NATE
S DITiON UPON COMPLETION OF BEING USED AS A HAUL ROUTE. WITH ENGINEER IF ALTERN Fo REFERENCE IS DIRECTED TO SECTION 50 4F THE GENERAL PROVISIONS. oER IF ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFlCIENCY OF CONSTRUCTION.
#ra PROPOSED CONTRACTOR STAGING AREA RMANENT 1~EGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION MEASURES OR STRUCTURES A5 SOON AS "
`0 3. THE CONTRACTOR SHALL PROVIDE STRICT SECURITY FOR ALL PERSONNEL AT THE SITE AND T4 TRUCK DRIVERS 7. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL AIRPORT SERVICE ROADS TO THEIR 5. INSTALL PERMANENT 1~EGE PRACTICAL IN THE CONST 5,~~ HAULING MATERIALS AND EQUIPMENT. ANYONE FOUND IN RESTRICTED AREAS OR CROSSING ACTIVE RUNWAYS, PRE-CONSTRUCTION CONDITION WHERE SUCH ROADS ARE USED BY THE CONTRACTOR FOR HAULING OPERATIONS. IN THE CONSTRUGTION PROCESS.. APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED BETWEEN THE
~ TAXIWAYS, AND RAMPS, WILL BE PROMPTLY AND PERMANENTLY OVED FROM THE THE CONTRACTOR AND THE RPR SHALL JOINTLY DETERMINE THE EXISTING CONDITIONS AS A BASIS FOR THE DISTURBED AREA ANp AFl AREA ANp AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED. CE PROPOSED MAUL ROUTE
< RESTORATION REQUIREMENT. 4CTOR SHALL BE RE~ONSiBLE FOR MAINTAINING ALL EROSI~V CONTROL MEASURES RELATED TO THE
~ ~ 4. AT NO TIME WILL THE CONTRACTOR'S MEN OR EQUIPMENT BE ALLOWED IN THE TERMINAL OR AIR PARKING 6. THE CONTRACTOR SHALL RAMP AREAS EXCEPT IN THE AREAS IMMEDIATELY ADJACENT TO THE PROJECT WORK AREAS. 8. THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USl~ FOR HAUL ROADS TO THEIR ORIGINAL CONSTRUCTION SITE. THE ON SITE THE NAME AND CONTACT INFORMATION OF THE CONTACT PERSON FOR ERO~ON CONTROL MATTERS PROPOSED CONSTRUCTION ENTRANCE
CONDITION, INCLUDING THE ESTABLISHMENT OF TURF. ALL HAULING ALONG OR CROSSING THE AIRPORT AND SHALL BE PROVIDED TO T ROVIDED TO THE OWNER AND NCDENR PRIOR TO START ~ CONSTRUCTION.
P~ 5. THE CONTRACTOR SMALL PROVIDE FOR EMPLOYEE PARKING VNTHIN OR ADJACENT TO HIS STAGNG AREA. aVLY STATE ROADS SHALL BE ACCOMPLISHED IN ACCORDANCE WiTH THE NORTH CAROLINA DEPARTMENT UM, EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACC ANCE WITH APPLICABLE STATE AND LOCAL
5~ TRANSPORTATION STANDARDS AND SHALL BE COORDINATED BY AND ACCOMPLISHED BY THE CONTRACTOR. ALL 7. AT A MINIMUM, EROSION t N AUTHORIZED VEHICLES >MLL BE ALLOWED IN~DE THIS DESIGNATED AREA. AT THE END OF EACH WORK DAY, THE REGULATIONS. ADDITIONAL IS. ADDITIONAL ERO~ON CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES. SF PROPOSED SILT FENCE
~ CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED STAGING AREA UNLESS COST FOR CONSTRUCTING, REMOVING AND RESTORING OF HAUL ROADS REQUIRED F~ THE COMPLETION OF THE WORK SHALL I " " f ~ OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENgNEER. BE NCLUDED IN THE MOBILIZATION TEM OF WORK. g, TH N CT
~ E CO TRA OR SHALL 4CTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC NAY. °~w ~ e4A°°~ -~°w° EXISTING RUNWAY/TAXIWAY SAFETY AREA
' 9. THE CONTRACTOR SHALL SECURE THE PROJECT ENTRANCE ON S>M1~FT CREEK ROAD WITH A STRUCTION FENCE RIGHT-OF-WAY. 6. EQUIPMENT NOT IN U~ SHALL BE PARKED IN THE CONTRACTOR S STAGING AREA OR IN AREAS DE~GNATED BY
~ THE RE~DENT PROJECT REPRESENTATIVE RPR . AND A LOCKABLE GATE. THE PRO~CT ENTRANCE SHALL BE MONITORED DURING CONSTRUCTION TO PREVENT ( ) 9. THE LOCATIONS OF SOME ONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED THOSE SHOWN ON THE PLANS IF
S~ UNAUTHORIZED PERSONNEL FROM ENTERING THE PRO~CT ATE. THE ENTRANCE SHALL BE CLOSED AND LOCKED B~ AT THE END OF EACH DAY TO SECURE THE SITE. DRAINAGE PATTERNS CHAT ~ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, IMPLEMENTATION IN ORDEI 'ATTERN5 CHANGE DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT NCDENR INSPECTOR PRIOR TO m~.-"~• .n~~ EXISTING AIRPORT PROPERTY LINE
STATE, AND FEDERAL A CIES. ~TION IN ORDER TO RELIEVE APPROVAL OF PROPOSED RELOCATION ~ MEASURE.
n 10. PROVIDE FOR HANDLING T ~R HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS. USE EFFECTIVE ~ ~ ~ ~ ~ ~ EXISTING WETLAND BOUNDARY LINE
8. THE CONTRACTOR SHALL BE RESPgdSIBLE FOR C~IDUCTTNG WIS WORK WITH THE LATEST REQUIREMENTS AND CONSTRUCTI N M.~!l~ NTE ANCE N,~ D FACILITIES MAINTENANCE. , MEANS TO CONSERVE EXT. CONSERVE EXISTING ON-SITE SOIL INCLUDING THE USE OF DIVER~ON DITCHES. iN THE EVENT A CHANGE OF
REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA}. PLAN IS REQUIRED, THE F BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST, THROUGH THE AiRPORT OPERATOR, GIVE QUIRED, THE PLAN MUST BE APPROVED BY NCDENR PRIOR TO IMPLEMENTATION. w~.~`
9. ALL REQUIREMENTS FAA ADI~S0RY GRCU 150/5370-2E, "OPERATIONAL SAFETY ON AIRPORTS DURING NOTICE (USING THE NOTICE TO AIRMEN (NOTAM) SYSTEM) OF PROPOSED LOCATION, TiME, AND DATE 11. ALL DISTURBETa AREAS SF BET) AREAS SHALL BE SEEDED. USE TEMPORARY PLANT COVER, MULCHING, AND/OR STRUCTURES TO CONTROL ' EXISTING POWER POLE
CONSTRUCTION" SHALL BE FOLLOWED DURING C0NSTRUC7101d. COMMENCEMENT OF CONSTRUCTION. UPON COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD RUNOFF AND PROTECT AF CONDITIONS, THE CONTRACTOR MUST, THROUGH THE AIRPORT ~ERA1'OR, VERIFY THE CAN T10N ~ ALL NOTICES IMM DIATELY UPON COMPI D PROTECT AREAS SUB~CT TO ERO~ON DURING CONSTRUCTION. CHANNEL BANKS SHALL BE SEEDED
ISSUED ViA THE NOTAM A E ~ UPON COMPLETION OF FlNAL GRADING AND PRIOR TO REMOVAL OF PUMP AROUND. • ~ EXISTING RUNWAY/TAXIWAY LIGHT
10. THE CONTRACTOR MALL GIVE WAY TO AIRCRAFT AT ALL TIMES. SYSTEM. THROUGHOUT THE DUR TION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR MUST: 12 ALL SEDIMENT AND EROSIi NT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONE EVERY SEVEN CALENDAR DAYS AND AFTER
11. K INVOLVING ACCESS TQ THE AIRPORT SMALL C~IFORM TO THE REQUIREMENTS OF THE N.C.D.O.T. "MANUAL ANY RUNOFF PRODUgNG F PRODUCING RAIN EVENT. MAINTENANCE OF SEDIMENT TRAPPING STRUCTURES SHALL BE PERFORMED AS
OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST VERSION. THE CONTRACTORS NECESSARY PER THESE In PER THESE IN5PEC110NS. SILT FENCING AND DIVERSION DITCHES MALL BE INSTALLED AS SHOWN ON PLANS. EXISTING DROP INLET
S ALL PRONTO THE RE UIRED WARNING DEVICES FLAG MEN ETC. FOR TRAFFlC CONTROL. 1. BE FAMILIAR WITH AND UNDERSTAND THE SAFETY PROCEDURES AND HAZARDS DESCRIBED iN ~C rsois3~a M E Q OPERATI~IAL SAFETY ON AIRPORT DURING CONSTRUCTION. 13. DISTURBED AREA LEFT INi AREA LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHOULD BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS
12. CONSTRUCTION ACTIl~TY WITHIN THE PROPOSED LIMITS OF DISTURBANCE REQUIRES COORDINATION 'NTH THE RPR. OR 30 CALENDAR DAYS, o J~DAR DAYS, WHICHEVER IS SHORTER. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON °~p ':a.~: La':~'~ :w:; aT;~`. EXISTING STORM DRAINAGE PIPE
2. CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY STANDARDS CONTAINED IN AC 1so/5370-2E OR ANY OF EXPOSED SLOPES 21 CAU NO ACTIVITY SHALL pCCUR CLOSER THAN 79 TO ANY ACTIVE TAXIWAY OR 150 TO ANY ACTIVE RUNWAY WITHOUT THE REFERENCES THEREIN. .OPES 24 CALENDAR DAYS AND IN REMAINING AREAS IMIHIN 45 WORKING DAYS OR 90 CALENDAR DAYS,
COORDINATION WITH THE RPR, UNLESS OTHERWISE NOTED. WHICHEVER IS SH0RTQt. IS SHORTER. TEMPORARY SEEDING AND MULCHING SHALL BE COMPLETED AS NEEDED TO PROVIDE STABILIZATION
3. INSPECT ALL CON5TRUC110N AND STORAGE AREAS AS OFTEN A5 NE Y TO eE AWARE OF C0NDI110NS. TIiROUGH0UT CONSTRUCTI iT C~ISTRUCTION AND SHALL BE CONSIDERET) INCIDENTAL TO UNCLA~IFlED EXCAVATION (P-152-1). , EXISTING CONTOUR ,h,~T:.~•..
13. THIS PRO~CT REQUIRES C0NNEC110N TO EXISTING AND ACTIVE TAXIWAYS. CONTRACTOR MAY WORK ON PULL BACK BASS IN ACTIVE TAXIWAY AREAS IMTH APPROVAL THE OWNER RPR. CONTRACTOR SHALL MONITOR 4, PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR POTENTIALLY UNSAFE 14. CONTRACTOR MUST TAKE R MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM
AIRPORT MUNICATIONS FREQUENCY (123.0} WITH APPROVED UNICOM RADIO(S). CONDITIONS AS SOON AS THEY ARE DISCOVERED. CONSTRUCTION AREAS. C ION AREAS. DAILY REMOVAL OF MUD/SOIL MAY BE REQUIR®. X 523.47 PROPOSED SPOT ELEVATION
14. THE CONTRACTOR WiLL BE REQUIRED TO TRANSPORT AND STORE ALL EQUIPMENT AND MATERIALS IN A MANNER 15. ALL EROSION CONTROL D~ WHICH WILL NOT DAMAGE ANY EXISTING PAVEMENT, BUILDINGS, LIGHTS, SIGNS, ETC. ANY DAMAGE SHALL 8E COMPLETION OF ALL CON: N CONTROL DEICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES CONSTRUCTION UNTIL THE OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL 42.00 PROPOSED CONTOUR
REPAIRED BY THE TRACTOR, TO EQUAL ORB CONDITION. DEVICES MAY BE RETIRE ~Y BE RETIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
RUNW Y D T,~ I?.~WAY SAFETY AREA RSA AND. TSA CONTRACTO SH R ALL REMt R SHALL REMOVE ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SIZE IS
15. THE CONTRACTOR SHALL BE MELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF PERMANENTLY STABILIZED, LY STABILIZED. Aux y.,..~:,,~,;,;~.,,,-~,; --.,~y~ EXISTING TREE LINE
WiTH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. A RUNWAY MUST BE CL05ED/PARTIALLY CL05ED IF CONSTRUCTION ACTIVITY WILL OCCUR WiTHIN THE RSA (SEE AC 150/5370-2E FOR EXCEPTIONS). CONSTRUCTION 16. ALT FENCING SHALL BE 11 !G SHALL BE INSTALLED AROUND INDICATED SPOILS AREAS TO PREVENT LOSS OF SEDIMENT.
16. SHOULD ANY EXISTING ACTIVE INKING BE CUT, SUCH MALL BE REPAIRS (IN A MANNER APPROVED BY THE ACTIVITY WITHIN THE TSA/OBSTACLE-FREE ZONE IS PERMI551BLE WHEN THE TAXIWAY
ENGINEER) AND LEFT IN ~ERATTNG CONDITION AT NO ADDITIONAL COST TO THE OWNER. IS OPEN TO AIRCRAFT TRAFFIC IF ADEQUATE WINGTIP CLEARANCE EXISTS BETWEEN 17. ASPHALT TACKIFlER SHAD '1CKIFlER SHALL NOT BE USED. ~ . ~ kr~"~ PROPOSED GRASS SWALE
THE AIRCRAFT AND EQUIPMENT/MATERIAL; EXCAVATION, TRENCHES, OR OTHER iARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING THE
17. EXISTING DUCT INDICATED ON DRAWING CONTAINS E2gST1NG RUNWAY AND QR TAXIWAY WIRING. CONTRACTOR CONDITIONS ARE CON~ICUOUSLY MARKED AND LIGHTED; AND LOCAL NOTAMS ARE IN 1& ALL NECESSARY MEASURE / SHALL USE CAUTION WHEN EXCAVATING NEAR DUCT OR WHEN INSTAWNG NEW CONDUCTORS IN DUCt SUCH THAT EFFECT FOR THE ACTIVITY (SEE AC 150/5300-13 FOR WINGTIP CLEARANCE REQUIREMENTS.} ADJACENT OFFSITE AREAS )FFSITE AREAS. TS TEMPORARY SEEDING (A5 NOTED ON THE
NO DAMAGE TO THE EXISTING CONDUCT~tS OCCURS. THE NOTAM SHOULD STATE THAT, "PERSONNEL AND EQUIPMENT ARE KING ADJACENT PLANS)
TO TAXIWAY "A"". 19. CONSTRUCTION ACTIVITIES ION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE, ENCROACHMENT INTO ANY ND/STREAM
1g. ALL SALVAGEABLE MATERIAL SHALL REMAIN THE PROPERTY OF THE OWNER. STORE ON SITE AS DIRECTED BY AREAS NOT DESIGNATED ~ DESIGNATED AS IMPACT AREAS. PERMANENT SEEDING (ALL AREAS WITHIN
RPR. 20. ACTIVITIES MUST AVOID DI BUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN THE PROJECT AREA TO THE GREATEST EXTENT LIMITS OF DISTURBANCE)
19. EXISTING UNDERGROUND WIRING IN THE VICINITY PRIOR TO TRENCHING: CONTRACTOR SHALL BE RESPONSIBLE FOR D FO p N U PRACTICABLE. REMOVAL E. REMOVAL OF VEGETATION MUST BE LIMITED TO ONLY THAT NECESSARY FOR CONSTRUCTION THE PROPOSED CLEARING AND GRUBBING AREA (OUTSIDE
FIELD LOCATING ANY EXISTING WIRING. CULVERT AND CHANNEL E JD CHANNEL BANK. f 'f ~ WETLAND)
LIMIT CONSTRUCTION TO NO CLOSER THAN 200 FEET FROM THE RUNWAY CENTERLINE, 21. NO ON-SITE BURIAL OF V 20. EXISTING DUCT BANK LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY EXACT LOCATIONS ON JOB UNLESS THE RUNWAY IS CLOSED OR RESTRICTED TI) AIRCRAFT OPERA110NS RETIRING BURIAL OF VEGETATI~V OR CONSTRUCTION DEBRIS IS PERMITTED. CLEARING AND GRUBBING AREA (BUFFER a
SITE. A LESSER STANDARD RSA THAT IS EQUAL TO THE RSA AVAILABLE DURING CONSTRUCTION.
22. ANY GRADING BEYOND TH IG BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A IOLATI~i OF THE NORTH CAROLINA ERO~ON 1~ ZONE 1) RDINANCE, AND I5 SUBJECT TO A FlNE. CLEARING AND GRUBBING AREA (BUFFER
21. THE CONTRACTOR SHALL MAINTAIN THE EXISTING RUNWAY AND TAXIWAY EDGE LIGHTS, BEACON, AND WINDCONE CONTROL ORDINANCE, AN[ PREVENT PERSONNEL, MATERIAL, AND/ EQUIPMENT, AS DEFINED IN AC 150/5300-13, OPERATIONAL FOR USE IN ADVERSE WEATHER CONDITIONS AND AT NIGHT. PARAGRAPH-306, FROM PENETRATING THE OFZ.
23. PLEASE REFERENCE PLAN T:RENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL MEASURES. ~ ` ~ ZONE 2)
22. CONTRACTOR USE OF AIRFlELD PAVEMENT SHALL ~ UNITED TO LOADINGS AND REPE11T10NS THAT WILL NOT COORDINATE CONSTRUCTION ACTIVITY iMTli THE AIRPORT MANAGER THROUGH THE
DAMAGE THE PAVEMENT. THE TRACTOR, AT HIS EXPENSE, SHALL REPAIR ANY DANA PA ENT TO THE 24. THE CONTRACTOR SHALL RESIDENT PRO,~GT REPRESENTATIVE. C0NS1RUCIION SITE. 4CTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE SF PROP05ED SILT FENCE ION SITE.
SATISFACTION OF THE OWNER IMMEDIATELY.
23. PRIOR TO THE CONTRACTOR LEAVING THE JOB SITE EACH DAY, HE SHALL TEST AND IF1f THAT THE EXISTING 25. WHEN FINISH GRADES HAS
LIGHTING AND ELECTRICAL SYSTEM IS FULLY 0PERAlIONAL. MULCHING SHALL BE COMI APPLIED TO THE ENTIRE F HALL BESCOMPELTEDN S NEEDEDNTO ESTABLISH HEATHLY GROUNDCO~VER. A PERMETNANTDSEEDINGNSHALL BEING AND PROPOSED DIVERSION DITCH THE ENTIRE PRO~CT AREA AS SPEt~FlED IN THE SEEDING SCHEDULE ON SHEET C-18. ALL WORK ASSOCIATED
24. LOW-LEVEL TY BARRICADES SHALL BE SECURED NOT MORE THAN 15' O.C. APART ACROSS AND ALONG THE WfTH ESTABLISHING FlNAL LISHING FlNAL GROUDCOVER SHOULD BE CONSIDERED INCIDENTAIL TO FlNAL PERMANANT SEEDING (T-910-4). ® PROPOSED SLOPE DRAIN INLET
PA ENT EDGE, WHERE NOTED, WHERE WORK ABUTS ACTIVE RUNWAYS, TAXIWAYS, AND RAMP AREAS. THE
BARRICADES SHALL BE ATTACHED TO THE EXISTING PAVEMENT BY MEANS OF WIRE STRAPS AROUND THE 26. PERMANENT EROSION ANC EROSION AND DRAINAGE MEASURES SHOULD BE INSTALLED WHILE TEMPORARY MEASURES ARE STILL IN PLACE.
BARRICADES AND ANCHORED TO THE PAVEMENT WITH NAILS OR OTHER APPROVED MEANS. THEY SHALL BE ALL DISTURBED AREAS Ml BED AREAS MUST BE TO FlNAL GRADE WITH PERMANENT GROUNDCOVER ESTABLISHED PRIOR TO REMOVAL OF MEASURES AND GROUTING OF SKIMMER OUTLETS. PROPOSED RIP RAP OUTLET PROTECTION
ANCHORED IN SUCH A MANNER A5 TO PR T AIRCRAFT BLAST FROM OVERTURNING THE CONTRACTOR TEMPORARY MEASURES AI SHALL MAINTAIN THE LIGHTS AND BARRICADES TO AN OPERABLE MANNER FOR THE DURATION OF THE WORK, AND
REMOVE THEM UPON COMPUiTiQN OF THE K. ANY DAMAGED PAVEMENT SHALL BE RESTORED TO ORIGINAL
DIT10N. BARRICADES WILL BE FURNISHED BY THE CONTRACTOR. PROPOSED INLET PROTECTION
25. THE TRACTOR SHALL, UPON C0MPLE1ION ALL WORK, RESTORE ALL HAUL ROUTES, STAf~NG 5 ANA
ANY AREAS DAMAGED BY CONSTRUCTION ACTIVITY. THE RESTORATION SHALL BE PERFORMED AS DIRECTED BY PROPOSED SILT FENCE OUTLET
THE ENGIN . NO SEPARATE PAY ITEM IS PROVIDED AND ANY ASSOCIATED COST SHALL BE INgDENTAL TO
MOBILIZATION.
26. 1HE TRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E. AIRPORT LIGHTING, PROPOSED TEMPORARY CHECK DAM
NAVAIDS, ETC.} FR DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY
AND FACILITY AGENCIES FOR FEELD MARKING PRIOR TO BEGINNING C0NSTRUC110N. T1iE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES. ALL UTILITIES AND FAgLI11E5 ARE NOT NE ARILY SHOWN.
27. NO HERBICIDES ARE TO BE USED WITHIN WETLANDS, STREAM CHANNELS, OR 50' STREAM BUFFERS.
CONTRACTOR'S. HAUL ROUTE/STAGING AREA..
1. THE ACCESS POINT TO THE PROJECT SiTE SHALL BE AS SHOWN IN THE PLANS. All GATED S MUST BE MONITORED BY A GATE GUARD DURING ALL CONTRACTOR OPERATIONS. IF IT IS DETERMINED BY THE RESIDENT
PRO~CT REPRESENTATIVE (RPR) THAT THE CONTRACTOR°S HAULING OPERATIONS ARE CAUSING EXCESSIVE
DAMAGE TO ANY GATES OR PAVEMENT AREAS, THE CONTRACTOR SHALL CONSTRUCT, AT HIS EXPENSE,
ADDITIONAL ACCESS GATES IMMEDIATELY ADJACENT TO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW
ACCESS POINTS AND PROVIDE THE AFOREMENTIONED GALE GUARDS AT THE LOCAl10NS AND MALL ASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESE GAlI:S.
2. THE TRACTOR'S STAGING AREAS ARE SHOWN ON THE SAFETY PLAN. ALL COSTS ASSOCIATED WPTH PREPARING
THE STORAGE AND STAGING AREA SITE(S) SHAU. BE BANE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT UNITED T0: C ING AND GRADING OF THE SITE, CONSTRUCTION ALL TEMPORARY UTILITIES, ACCESS ROADS,
ALL SECURITY FENCNG, EROSION CONTROL MEASURES ANO RESTORATION OF 1HE SITE AT PRO~CT COMPLETION.
3. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPEgFIED ON THE PLANS OR AS APPROVED BY
THE (RPR). NO QFF-~lE HAUL ROUTES ARE ANTICIPATED FOR THIS PROJECT. NO DEBRIS MALL BE ALLOWED ON THE ROADWAYS OR AIRFlELD PAVEMENTS. 1HE PAVEMENT MALL BE CLEARED BY THE CONTRACTOR USING
PO BROOMS, PER OR VACUUM EQUIPMENT, AS REQUIR®, TO KEEP THE AREA CLEAR ALL SOILS,
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS MOWN SUITE 110 EXTENDE DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS XTENDED RUNWAY SAFETY AREA PROJECT C-3
JPK JULY 2010 [phone] FOR THE GENERAL NOTES AND LEGEND
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA ED` I CO.;` KS O%w D N Office Locations: CONSTRUCTION REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia JOHNSTON COUNTY AIRPORT _22
South Carolina RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA

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CP#4 CULVERT 655267.50 2183181.55
PROJECT BASELINE INFORMATION
BASELINE NAME LENGTH BEARING CP,~1 CP~2 CP#3 CP~4
PROPOSED RSA BASELINE 1,5~' N23'05'S5A0"E 10+00 25+00 GRAPHIC SCALE
PROPOSED CULVERT BASELINE 1100' S82'34' 3. 0" 10+00 21+00 t00 ° °o 'o° 200 '0° 3 0 E
(~F'~') 1 inch = 100 it. 100 FaR BIDDING ONLY

PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 EXTENDE (TENDED RUNWAY SAFETY AREA PROJECT C-4
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 [phone] FOR THE EXTENDED RUNWAY SAFETY AREA
APPROVED BY PROJECT NUMBER BIDDING /
PS 80324.00.GA DICK'SON Office Locations: J( JOHNSTON COUNTY AIRPORT LAYOUT AND STAKING PLAN 22
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CON5TRUC110N SMITHFIELD, NORTH CAROLINA
REVISIONS South Carolina RECORD DWG.

zWW

W SITE WORK NOTES:
4, THE CONTRACTOR SHALL BE MELD RESPONSIBLE FOR HAVING VISITED THE SITE AND
Y3a CONTRACTOR ACCESS ~ AND HAUL ROAD ~ 1504 FAMILIARIZED HIMSELF WITH THE EXISTING CANDIIIONS PRIOR TO SUBMITTING A BID.
,w.... SWIFT CR'E~ ROAD/ ~,~,~,~,..~-w .
w~ ~,~..~».~.,.~~."v.»~.,,,.,M.,,~,.~,~ M~ ~ F Mme, ~ _ " , 2 THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND FACILITIES ,,,.a N>~ ~ ~ ~ (I.E AIRPORT LIGHTING, NAVAIDS, ETG.) FROM DAMAGE BY EQUIPMENT OR PERSOPINEL.
THE CONTRACTOR SHALL CONTACT ALL U11UTY AND FACILITY AGENCIES FOR FIELD
° ate" .ra":~~'..w-. "~S.w ' °,,,«*m~^?~.r,'w. _ ,~+~.e w..~ `~,`.,.,'.,„,,,»~<m A : '~m~w:.."" ~,py~vy: ' htc., # "'*w+'dh~w~"+w ..w tt~"-m. n"^'+'M+vRm eo '.xtlmR+'m' ~ - YO awF~.. 5 ~„~I W~'~' n '+e:n^ a.'n°^. ~~.w~"""" ~ ~ ~ ~ MARKING PRIOR TO COMMENCEMENT OF CONSTRUC110N. THE LOCATIONS OF EXISTING
~ ~ ~ ~ ,~~,~r "~4.p UNDERGROUND U111I11ES ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFlED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE
i ~ z ~ ","w~ ~ C61~ ¢ q ; w, • p d& : o i 3 1 f~ F E a fps. «rva~ a `"""'•..w .+".~La ~ ~ ~ a ~ ~Mnr+""'~,~ ~ r THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
a 3 Y Pvp ~w°.~A.,»w.m ~ `5r«zK„ ".wo-„ w 3 ~"`c~w~.x.c»ww, w*' ~ffJg g a n 3 ~ ~ C ~ ~ M^.,„, m"°'i "°'"Q ""w°9 ^~n..," ~ ,,R,"` .m,•m ...,.~~...~...-.2.".~...,.,~. ~ ^a _ ~ - ~ AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. ALL UTILITIES AND ~ ~ ~ ~ FAgUTIES ARE NOT NECESSARILY SHOWN.
C ,rii ~ , i I ~ ~ ~ °a ~ , <pp'~ w~'' ` ~ a i o I r d ~ ~ ~ ~ ~ ~ i ~ .,w.'~ ~ i d w.. ?~`w""htn ~E6f- ,~,~ka" .v"^~.'"
.q 3 s i ~ ~ a ,",.,r..,.~ ...a w„,~,:..,,~&',:,,.,a..~~..»~~.:~,:., f~,,...,a,.~.~,.a z" ^3%,~:;H.y» ,r"»'*W>-"~ „~„s'~". ~i{~ a k= I S€ ~ € ~ ~f 8 S ~ a ~sg'~~'''"",W. ,`~»„~-*a~,,. ~'""`"`"a ~11'~"~~~~ ~ ,~~A~".. q ~ ~f . ~ : ~ 3. THE CONTRACTOR SHALL U11UZE A LICENSED SURVEYOR FOR CONS11iUCITON RELATED sue„ s ~ ~ ~ STAKE-OUT REQUIREMENTS,
j~ gp t , ~ ~ ~ ~ } ~ ~ ~ i P~ n ~ r i~ ~'4,. ~ a "a~, ~ w '+»q 1 ~ "'"~°w,~~,. "a ~,..m'~.., -am~+°~' , z,: ~ »~=s„a~`'~xt'"mt""~,.,,~`~4 ~ ~"n
* t" ~ ; " 3 9 j f k 4 ~ w»,., , l e P '4 t a"°' ~ a~ ~ :P a~ ~ ~ 1 `b'""~.~. - 6 y~,„,..:r'' `'«..+o ~ ! r~ 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL DISTURBED AREAS AND
r : , gp e t, 3 ~ ~ € _ 9 y ~ ~ A t` a~ ~ I ~ ~ ~ ~ E m... ~ ~ L.~ 4 ~ `6, ~i. ~ ~ ~ ~ ~ ~ ~ ~ r ~ :raw .~.a,:~'"°' ram„ ~ ~ ~ DEWATER AS NECESSARY.
~ a 1 aE $ I ~ ~ 1 S ~ ~ f ~ 3 1 1 ~ k j--° a ,f ~ ~ ,a j'~i a~ ~ I j x i ~ # 5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES,
^ ~ 71 t ~ ~ ~ Y 1 ! r ~~ra ~ a,",-e ~ ~f ~ ~ ~ a ° d " a far ~ r °g , aa ~ a ~ ~ ~ ' ~ r ~ ~ ~ " d ~ z s I ~ ~ ~ ~ { a ~ j ~ ~ ~ r s ~a ~r ~ P ~ j t ~ , f ~ i ' ~ GRADING LIMIT'S, ETC., SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS 1M1H
~ ~ a ~ a b ~ ~ ~ ~ ~ ~ ~ ~ ~ r r r ~ EXISTING 30 STREAM 9 ~~z ~ ~ ~ I r r I 1 s ~ ~ 1 1 ~ ~ r ~ ~ ~ ~ ~ « ! r ~ ^~1 , . < ~ ,r y # _ ~ ~ E m~ M,.. ~m. ~ k a g a' Ertl. ZONE 1 ! ~ ~ POSITIVE DRAINAGE, THE CONTRACTOR SHALL SEED AND MULCH AU_ DISTIJRBEO AREAS ~ I ~ ~ ~ ~ ~ PER 11iE PLANS AND SPECIFlCATIONS. THERE WILL BE NO MEASUREMENT FOR PAYMENT
- rq i E ~ ~ I ~,.w ~ F ~ ~ ,j ~ I ~ ~ ~ m 3 ~ < r ~ a~ a ~ s ,r~, ~ / / i 2r`"~ " . ~ q+ ~ E ~y~ 7 ~ ~ ~ ~ ~ q, I ~ i ~ ~ w~`~ s ~ OF SEEDING AND MULCHING REQUIRED OUTSIDE THE CONSTRUC110N LIMITS, APPROVED
W 8 ~ Ir ~ ~ ~ @ ~ ~I'. ~ z ~n„ x a ,ri ° a r 14 'a °j , t' ~ ~ ~ ~ "'i C. ~ } ! ~ a ~ S ,.._Y" rt 9 Y.$ F *iKk~ 2~r ~x ~ ~ ~ ~ ~ P STOCKPILE LIMITS OR APPROVED HAUL LIMITS.
I~ W 4 r s f ~ 3 y~°s ~ w~..,,.m H,....~.~:.~~"~5"aa ~-'ar,am.~« a g ~ »s'"• a° s°` d ~k~~..~ 1~ ~ pie ~ l ~ .t ~3 a+~' s' I .tl ,,T .Pw. a'~, ' ~ € I fq ~ ~ ~ " " sad A' / S+ a ~ n. •y ; d ~ 4S ~ 4~ -,..A,», 4, M.~..,, ~d ,i "'*r 3 g ~ ~a ,r~ .r~ ~ f .P P° s ~ 3 ~ ,f l ! '`f ~ ea ~ ~ ~ . 4 ~ 6. THE CONTRACTOR rMLL BE REQUIRED TO TRANSPORT AND STORE ALL EQUIPMENT AND
F ~ ~ ~ $ fl s`°° ~ z ~ • .:,m. ~,o,...~- ~ ~M K.,,, g. i a.~~ 4 ~ ~ ~ ~ I ~ 'R d „"m.~~? a~ ~ ~ " r,~' e'" / ~ i ~ ~ 4 ~ i~ ~ ? e ~ MATERIALS IN A MANNER WHICH NULL NOT DAMAGE ANY EXiS11NG PAVEMENT, BUILDING,
~F ~g° . F fr ~y 1 ~i ,rte 3,r ..,.•~m~..',,,. ~ `~s 0° I ~ 3 ; au~~ - ~ "~°~<r~. Vic- aT' ,.~'{e.' a~,# r ` / ~ ~ Z 76 Ri ,.,.,s,.•~...««~~_' r f R ~i. ~ ~ , ~ ~`v ,~,f t~ ~ ~ ; , •/E NG STREAIYk` .m.....n.,um.w,.'...w.:a.w.:..*v.~..+...m...w++o"....„vww,. 4 I~II~~ i ~ ~ f SIGNS, LIGH75, ETC. ANY DAMAGE WILL ~ REPAIRED BY 1HE CONTRACTOR AT NO COST ~ ~ I j ~ TO THE OWNER. llif CONTRACTOR SHALL KEEP ACCESS ROUTES CLEAN AND FREE ~
~ ~ w ~ , ~ ~ ~ ~1 ~ Ab , } , » w~.~_~..w I ° ~ ~ ~ r ~ a ~ ~P,~ ~ i ' EEDY EIRANCH~' ~ 3 ~ Q ~ q R ~ ~ I ~ ~ ~ t~lE ~ r / % x r a s ~ ~ ~ ~ ~ LOOSE DEBRIS FROM CONSTRUCTION MATERIALS. THE CONTRACTOR SHALL ALSO 8E CONTRACTOR i I ~
V~o { d" I j ~ a e ~ tI' * ~ I ¢ • r r` ~ t ~ a; ti s r ~ ~ 1 ~ c' / ~ i da ~6 # 4S* I ~ t ~ b~ z z ~ ~ ~ a~!~ ` B / / ~ '}ifs ~ e STAGING AREAS ~ i ~ ~ ~ RESPONSIBLE FOR DAILY CLEARING OF ALL DEBRIS FROM PAVEMENTS TRAVER~D BY
z~ ~ % ~ ~ b 3 ~ a l' i » I ~ ( I w rr s ~ : ~ ~ { ~ ~ ~ ~ G~" r f a4 ' ~ ~ ~ ~ ~ ~ CONSTRUCi10N EQUIPMENT.
y, = 4 w"....»„ ~ ~ - ~ µ^S a~~«."`S 9, ~ ~ S i , '+A R d . 1 t r f p p t r ~ ~ i ~ ~ W ~ ~ ~.g ~ ~ 7. ALL UNIMPACTED WEII.AND AREAS SHALL BE MARKED BY MEANS OF FLAGGING, FENCING ~a~ ~ ~ ~ $ ~ ~ OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL REMAIN OUT OF THESE
m~~~~ ~z { i~. ~»»s.~. ~ f"m..,:~.,.,...~.~..« R.~~ ,w< .a~..-.n. J`~ u F ~ I y;.. A a ~e , : f x ~ , a^ V' '~'"g, i z T I i ~ b:
# ~ 4 s I .N`~ " 4wrv.,.-..~:,...;>,ww,..,".,~ ; B e i ~ ° k r R ~ " `k ~ I'~ ~ ~ ~ ~ ~ ~ l ~ ! 4 ° AREAS FOR THE DURATION OF THE CONSTRUCTION PRO~CT.
„ ~ ~ ~ ~ , ~ : 4 , , ~ ~ t ~ ~ PROk~SED TEMPORARY 6 "f~l ' ~ r~ o ' ' ` ~ ~ ~ r v ' ~ r ~ ~ j r STRE~iM~"~~~SSING. ~ ~ ~ ~ ~ i 8. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN Old
~ ~ 113. 1; ~ ~ ~ ~ ; ~ ~ i ~ ? ~ ,d C-17 PROPOSED TEM ; , ~ j ~ = 1 PROPOSED TEMPORARY l ~ I , ~ SHEET C-7A PRIG TO CLEARING AND GRUBBING. CONTRACTOR 42' YNDE ~wN~ ~ ~ `
i k ~a~ ~ 1 i ~ , ~ $ ~ ~ ~ ~ r ~ i ° ~ ~ ~ C~ITRACTOR ' ~ s r ~ y r~ k PR LIMI ~ ~ . I r ; • r ~ ~ OPOD TS HAUL ROUTE a` i,~ # ~ ~ ~ 9. CLEARING AND GRUBBING MALL BE UMITID TO AREAS NORTH THE EXISTING STREAM
~ ` y ~ I"" . ~ ~.j~ s , - i ! u~~k ~ j OF DIS E3ANCE (TYP.~ p" i i~ ~ ~ ~ ~ ~ CHANNEL UNTIL THE COMPLETION OF TWE PROPOSED REINFORCED BOX CULVERT AND THE ~ i l
" ~ I ~ ~ ~ ~ ~r ~ f k ~ PROPOSED ZONE 2 EFER ~ ~ ~ ,~R ~ DIVERSION OF THE STREAM. SEE SHEET CONSEQUENCE ON SHEET C-7A FOR MORE ~ ice, I ~ a r° ~ ~ ~ INFORMATION.
i I 1 ~ ,.~p ~ A p~~v # ~ ~ ~ r' ~ ~ IMPACT: 32,28fi SF $ ~ F' k a'a 4 ~ ~ ~ 4 t$ ~ ~ k~,wy~ ~ ~ w t ~ "s ~ ~
r` i~ ~ ~ ~ 40. THE TOTAL AREA OF REQUIRED CLEARING AND GRUBBING IN THE BARROW AREA SHOULD ~ ,P ~ ii ~ ~ ~ ~ ~ ~ NOT EXCEED 4.00 ACRE
~ 1 ° ~ ~ ~ n i ~ i :k~~'. % k .ate " °'s,.. k
J F`s R # u ~ _ E. ~ 1 f RE~A
.~w,_.~`~~_...,~v...~...~.W__.._r_.___._._.____.__ ~ STOC . _
f' ~ ~ ~ ~ ~ p ~ a ~ ~ ~ / ~ k F~~ CLEARIN GONTRACTOR ~ ~ , u,~ ~ ~ ~ 6 ~ f`' ~ M~ 1Fl z ~ / i k ND GRUE3BIN b, TAN A ~ / k ~ S t~ G REA
~ ~iJ ~ ~sp* - " a ~a. 1 i P ~ q~• k , ~ ~ h 4 ~ ~ ~ 4. ,y / k ~ k $ ~ ~ 4 k`i~ d' +,,,°^w,..,,v ;d;~ 3` em ~w S ~ ~ ~ ` / k w. e; a 'way ~w'.
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~ ' RO D STR ~ k ~ - ~ 33 ~~u„j~, JI 3
~ ~ ` RUNWAY CLOSURE ~ ) 1 ~ , k IMPA T~°,p~9~"8 LF gy k ~ ~ ~ , ' LEGEND
{5, ~ CROSS , . ~ I k ;s k k k I i ~ v ~ ~ w PROPOSE AR NG ~ ' ~ ~k ~ _ ~ PR~POD Ct~fAR G k ~ ~ 2 G BEIIN~ ~ ~ k k k ~ ~ ~ r ~ \ t ~ 4
~"I ~ ~ ,k ~ k ANO~GR BBIN k ~ i C- ° i ~ ~ ~ I
~ " TURFED AND k~ .k ,~,~_,i ~ ~ . M.~ " ~ ~ ti ~ ~k ~ k ~k AREI~; .35 A ES k ~ ~ k ~ ~ ~ Fxrsnrus f~i~wD ~ ~ SYMBOL DESCRIPTION ~ ~ ~ ~ ~ f
k k
: ~ ~ k . k k ~ k ~ i ~ ~ ~ ~ ~t~ ~ s ~ ~ • ~ • ~ ~ ~ • ~ ~ ~ LIMITS OF DISTURBANCE
10±x.0 1~+0 1~"+ 13 ' ~ -kQd ~ 00 16 00 + 0 1 +00 9+00 k O+OOk 21-t ~OOk ~ , 41+00 a P.~,, a!_+00 23~?-~ 2~'$+00,` 5 ~0~~ ~t n, i ~,.'r~°w~~
wa W ~ ~ k ~ ~ v k ~ k k ~s ` Y PROPOSED SAFETY BARRICADES
~r., • w ~ ~ ~ ~m~ ~
~q ~ i p ff r e ° ' ~~~~~`,f: ~ ~ . ~ ~ ~ PROPOSED CONTRACTOR STAGING AREA
~ » a.~. N ~w ti` ~ ~ ~ ~ , k k
~ I ~ ~~r ~ ~ ~ k ~ k ~r ~ ~ ~ : ~ ~ w" , k k ~ 9 k k 4 i ~ ! ~ ~ ~ a~ / ~ ~ ~ ~ . PROPOSED HAUL ROUTE 41 ° f s t
LL s j, ~
k , . , » w . , ~ , ~x , • ..<,.7«, . , , ..«.a. , " ,x,..,. , , u,~ , Mom.„ . . ,m,~....,,....«.~ » A~W . . <.,R , , „ ,M•~.: ~ ~ ~ ~ 'l r ~ f~` ~ ° ~ ` ' ~ EXISTING RUNWAY TAXIWAY SAFETY AREA
k k o~ri .1 ~ ~ ,w_ ~ ~ i k ~ ~ ~ l k - A~~ i rim= ~ ~ ~ r ~ 8 ~~IENNA ~ ~ ~ ~ p
k "mg`. .f, .iww.. ~~,».3A.aw w. i:.:...x.. «~,zw.. ..w.~w..m ....w.......:o: w..~•y9' w~«.w v....w~ ~...,uw - „~:e~,b ,m~u"."..rawa 3 . 4 , w ~ . a <ixc~ w»w - «~.u.w.ru..~v.. ~..m.,.-w. ,0' .w..Y~.ww.e:.H. .w i
sV`~`~ o!*s° ~ ¢wv.. rv r ~ , y~ c ,vm«~ ) na~y~rcw. ~ ~ EXISTING WETLAND BOUNDARY LINE ~ EISTINC LCCEE RITIC,~(~, AEA ~ 3' ~ x~ ~ ~
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w ~ ~ k ~ k" ~ ~ k I ~k k k ~ ° ~ ~ ~~.Y.w ~ m $ ~ ~ EXISTING TREE LINE
E~~; 'C~l~'A}' A~ ~"A ~,a '~`~t i k k w ~ k k ~
~ ~ , ~ ~ ~„w ~ ~ w... ° .fit ~ ~ti 4 ; k k k ~ ~ r
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~ ~ ~ ~ w ,m. PRO~PO,IY`~II ~ ~ ~ ~ s1 I,e~(: ,~,~s„~:~,~,~ r ~ r F ~ _ ~ ~ ~ • r k ~ ~ " , ~ ~ A J
~ ~ .~,a • 0~ DISTi1RBA ~ , ~u ~w i 1 ; ; k - ~ ~ 5 , " ~ _ _ ~ ~ ...n w~ ~ ° p ~ ° 1 k ~ a
2 ~ o-~r" ~ ~ § "i",~a~ e+~ ~ '4"°""°"4 ,r°' ~ p fir' ""w' ~ ~ ~ Jr~' 'I S, 6q,. s 1 fi ~ ~ ~ a^" ~ od P ,y `s e Amy; a ~ ~ P ,a r' "'~,a. ..a, ° ~ 1 k ~ ~ , ~ , ~ ~~Q~*~ t ~ k~ ~"PRO~OSE~ U ITS ,r~
fi g ,o, .~a~ ~ a ~ ~ ~^'~a ' ~ ~ • ~ ~ a 1 ~ ~ .1 r OF/ OIS RBANCE TYp~ r x"''> ;,,+W~" ,,new "^v~ ~*w"~.`'4,. ~~x JP ~;~~.P':.."""m .rv;'~p?'"~$«w.". ,„,w ~ a~, _~k ~ { j ~ ,r~ ~ ~ d`~ pd z T`!P. ~ ~*EXISTIN~ WETI:AND °~y g~°''~` ~
'gyn. ` ~ '"^w a . ~ ,:.".a", "„r^ ~ ' ~ a~ s _W ~ ' ~"t \ \ ,w- _ a ~ ~ r tU 'a , ,.«,w° w~. " ,g '.+"'~r%`: ~ 1 s'n'1`~~~ t'1 ,a''i`;,~ 6" °t' !"f ~,,rvh'"{ ~ `~OUNDY UI~{TYf'.~' ~ ~ ~ > ~ k~ ~ ~
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~y ~ v . 1d~ 3j~~YM' BYd}'Y&f7~7d`T'tl ,dP~ d' ,se~a~" d" a6'' ",rw°"+.a r"v ,..o" ,..wa w„°,r ,v... ~I , 3 ~,P G "p ~ P.~` c, ~ a' ` gg d<~"
spry q~p4~g,Q^~yy 3 ~ ~ ~ z+^" w^"'r '"°n: a°` ~"F i ~ ~ ~iG6&~P~VypA ~ A e - ~ d'`'n ~ ~w a,'., ~ yega~',~ m ~ .o"' ,°x °'ao w '~rJ' "fit y~ - , d ~'°'l- d ~ ~ +p+r
` h t'36d~ ~ c" • % 'b"., ~ti°' ~ ~ ..x^ ~ "*rv~~ r r. Ri ~ ~ " ~w'~° J'a ~ ,7"' ~ ° ' € . ~ ~ • ` ~ „w ~ ° ~ w.~ ~ w~,. - ~ PROPOSED ZONE 1~BC,I~FFER r r ~ _ r ~ ~ a~ ~ , ' s~:'" ~ / Y ~ d i`'~ s ~
~'a"' ° a»M `t 6' A,~, ur,~~, a''~"" .~i°""'"4' ° -w w, ~4°"`_ ~ j ~ twp ,`~y' _1 u, i, s"'~"> r~"'~ y P ~ ~ ~ yy ~ ~ . ~ . ~ ~ IMPACTS• 4~ 0 ~ ~ ~ F" %t
~ f `r ~ g e"~, ~a ; ~ ° ~ PROPOSED TEMPORARY ' / ~ J ~ ~ ' y'
3 ~ * ~4 ~.."~~g +ua f ~ ~ ~d 1 3 / / ~`v ~~s ,nFT` Cdr p.Nd~ ~ ~ ~ CONTRACTOR 12 WIDE HAUL r r•- ~ : p, ,f r
~ r ~ ~Y ~ p ~ ~ ROUTE C-~9 ~ ~ ~`i - ~ ° ° r.;,,~'" ,";d,> ~,;.~I ~
p
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GRAPHIC SCALE
goo o ~o ~o ,ao
(IN~'~') 1 inch = 100 fE
100 FOR BIDDING ONLY
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS MOWN SUITE 110 EXTENDS[ {TENDED RUNWAY SAFETY AREA PROJECT RUNWAY SAFETY AREA AND C-5
DRAM BY PROJECT DATE COLUMBIA. SC 29223 APPROVALS JPK JULY 2010 [phone] FOR T"E STAGING AREA CLEARING AND
APPROVED BY PROJECT NUMBER
DlCw'c N BIDDING PS 80324.00.CA IX%'.70- - Office Locations: J( JOHNSTON COUNTY AIRPORT 22
REV. N0. DESCRIPTION DATE RLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION lina RECORD DWG. SMITHFIELD, NORTH CAROLINA GRUBBING PLAN -
REVISIONS South Caro Me LIMSE NO, F-

z~
ti a•
N~

~
tea..
F ~ ~ - a. SlTE UVORK NOTES: ,
r, 1. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND
..80 Z~~ ~r~'?~'"s'1~~.:, .h„ ~~5'9Y":a!!~`+ff.~i. u"~ ....,~.C. 5h~'~.~iat#f~,~'P~u's~"zm'~.~,~,~A~ ,~y:Ww~.ae Y ..,.w.,,, A' , . ; ° FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. r+,~~...~ rw.,.~: F.. Mr.~ kma6:lSS.ld'.bj6 ~ ,Sk+x2!b:"+4c'~^.~^t•7'"41'~ rr, ..,.~.n v .,,#A^
41 ~ 4 2. THE CONTRACTOR SHALL LOCATE ANO PROTECT ALL EXISTING UTILITIES AND FACILITIES
ay:n, ~ ~'dl' x (LE, AIRPORT LIGHTING, NAVAIDS, ETC,) FROM DAMAGE BY EQUIPMENT OR PERSONNEL.
&S 1I~~ ~ se. i.. ~9: S~(`5rk nDk~:.u;. ~1d eta"~~`a~..r2.~,~s:'~)ta'.'`~.`. ~'d.~'a:~.n~S~7'~.:aak ~"~.~'iiu,~"~s,".S+ ~i ,pj .w.. ~ ~6= ~ ~ ~ THE CONTRACTOR SHALL CONTACT ALT. UTILITY AND FACILITY AGENCIES FOR FIELD
3 y, ~ \ ~ O MARKING PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE LOCATIONS OF EXISTING "M UNDERGROUND U1LTIES ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY
~a u ~I` VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE
~z - : < THE EXACT LOCATION OF ALL EXISTING U11UT1ES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. ALL UTILITIES AND
5 r. ~ FACILITIES ARE NOT NECESSARILY SHOWN>

~ ~ ~ ~'~.u w .Y~ w • ~ .m ""M ° ~~"'k" ~ M"' 3, 1HE CONTRACTOR SHALL U11UZE A IICENSEb SURVEYOR FOR CONSTRUCTION RELATED ` STAKE-OUT REQUIREMENTS,
, ~ ~ s 4, THE C~ITRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL DISTURBED AREAS AND
4 ~ t ~ ~ 4 PROPOSED TEMPORARY tf7 DEWATER AS NECESSARY. CONTRACTOR 12' WIDE ~ ~ HAUL ROUTES,
C-19 HAUL ROUTE W 5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA,
~ ~ s M ~ o 3 ~ A'~:4r W GRADING LIMITS, ETC., SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS WITH g POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
~°a ~ ~~ti,+ PER THE PLANS AND SPECIFICATIONS. THERE WILL BE NO MEASUREMENT FOR PAYMENT
r( ~ R~OSED LIMITS OF ..w OF SEEDING AND MULCHING REQUIRED OUTSIDE THE CONSTRUCTION LIMITS, APPROVED m„ W ~ W
~ ~ ~ ~ ~ ~ ~ ~ ~ DISTURBANCE (TYP) a { , ?x STOCKPILE LIMITS OR APPROVED HAUL LIMITS. UD
~ , ~ e' + + 'o ~ 6. THE CONTRACTOR WILL BE REQUIRED TO TRANSPORT AND STORE AlL EQUIPMENT AND
. ~ I MATERIALS IN A MANNER WHICH WILL NOT DAMAGE ANY EXISTING PAVEMENT, BUILDINGS, a W SIGNS, LIGHTS, ETC. ANY DAMAGE WILL BE REPAIRED BY THE CONTRACTOR AT NO COST
n ~ i~? pti ~ ,a+sr. vV w. .,.t,.+rra~ei.eu.«.e,.,, ' ' TO THE OWNER. THE CONTRACTOR SHALL KEEP ACCESS ROUTES CLEAN AND FREE OF
t f 5 ,,a , 4y : ~ ~ Z LOOSE DEBRIS FROM CONSTRUCTION MATERIALS. THE CONTRACTOR SHALL ALSO BE
" "'r~^"'""""'~}~ 'I RESPONSIBLE FOR DAILY CLEARING OF ALL DEBRIS FROM PAVEMENTS TRAVERSED BY ~ CONSTRUCTION EQUIPMENT.
"iii#~I ~ ~ , ' : ,
„ ,.y t' ' ~ i ~I if ~ V. o ,.L ! ,,~''c~ ! `'C 7. ALL UNIMPACTED WETLAND AREAS SHALL BE MARKED BY MEANS OF FLAGGING, FENCING
'~I +.R -I- -E- t,,,f^ ~,x "`u ~ OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL REMAIN OUT OF THESE
"S4 ~ i ` h d : + + + + + + + + + b;pr F;~ a f c + + + + + -I- ~ AREAS FOR THE DURA11ad OF THE CONSTRUCTION PROJECT.
' ~ 8. ALL TEMPORARY EROSION CONTROL MEASURES MALL BE INSTALLED AS SHOWN ON r + + ~ + + i SHEET C~-7A PRIOR TO CLEARING AND GRU881NG.
-f - ~f - r;~
y ~ 'a 9. CLEARING AND GRUBBING SHALL BE LIMITED TO AREAS NORTH ~ THE EXISTING STREAM
+ o CHANNEL UNTIL THE COMPLETION OF THE PROPOSED REINFORCED BOX CULVERT AND 1HE ! DIVERSION OF THE STREAM. SEE MEET CONSEQUENCE ON SHEET C-7A FOR MORE
3 ~ ~ ~ , ~ ~ INFORMATION. n "e
~ ' ~ n ~ 10. THE TOTAL AREA OF REQUIRED CLEARING AND GRUBBING IN THE BARROW AREA SHOULD
rp ~ - ~ ~ ~ . ~ NOT EXCEED 1.00 ACRE. mw ~ ~ ~ ~ wH ""A
..J.¢7, ~ 9 ! F i `k~ ~ ~ _ . S
3 ~
k~: , ~F ~ ~ ~ sa. R~ ARE :
r ~ ~C..EAR~N.G °~ND ~ n,.,. ~ ~ ~ s~ t ,
{ ~ 'r ~Q•E *k wit a 1 f ~ d ,'x~ { ~ ? ~ i{ a
9~ ~ k ; n ~ T SAL. 0~- CRE r ; + + + ~ + + . ~ + d 4~, 3 r ~ 1 ,
~v ) Ir j F P
z ' s S' J i ' , I ri
s ~ ~ ^f ~ a, s i tg.
+:I. fad d a' s d..
3 ~ ~ 1' i i k ~ t p m ~ i" wF1 ~ l ~ ~
~Si 4~ ? t ~ ~ ~ k t; > ;
F' o~ tl ~ a d t,
x~gf,~, a~~ y t ~ z ' Y ' f ~1 i~ z C £ # ' 0 r y3" i ~ +~F ~ ,
, f:.,. ~ ~ ~ 't ~ , LEGEND u
µ i Y 1 ~ 1 ~ i y~'a II~~ II II L i ~ ~ d ~
~ 9 ~ x1~ Ott s ...A @ t k,~ ~ ~ S
~ 't .e , ~ 3 .v.w ~ + ~ t SYMBOL DESCRIPTION
Y` ~ q +,~w } ~ i~ ° ti }5 z ~ ~ r., 0. o. w~ Y F fit' -0! A~l~ f ~
S ~ F 4 0 ~ n t~ ' ~ + + ~ "=+:w~ ~.w.n n~o-in . -er,+ ~ tt .-1-m n,w~, v e.~.~..~ ti + T 6' ~ ~ ~ • ~ ~ ~ • ~ , ~ ~ LIMITS OF DISTURBANCE
t ~ t g k,~ ~ , j - „ .~~...ol.,. .T,~~N..u.,, „vw s „y"4" ~r «.v. „,:M-~- M~ ,+w : m ~ ~ R :f f ,m f1 T ~!G` ~I
~ " R ~ tiff _ y,~, + ~ • _ .,..~.P ~~M . J. ~ f"b.~{ ...~'..~~1 ®®®®®u~®® PROPOSED SAFETY BARRICADES
~~:,~~,u~,~<~~a' ti y ~ t,~ ~
~ . - 4,~ wµ wh
~ a s ~ d r t t ? `V dwrw.na..+s+ .r+~»wr rr-+rrNm +W'jv.Y~uw ~.+a fie. ,e+ ar-~l tw, :~.....w. i~33, k s . ~ h ~ ,I ; ROPO5ED CONTRACTOR STAGING AREA i r4 P
,
: _ , a . " ~ _.Y. ~ , ~ j' ~,,,~?~p°""~'~' PROPOSED HAUL ROUTE
~ ..u W ks w.. .~n...w., ~N y, t S f w. " ,,.ti, ~ ~ ~ . ~ ~
m~ a6 ~w ~ v ~ ~ ~ ~ , . - EXISTING RUNWAY/TAXIWAY SAFETY AREA
y ~,_..w,...v.,..,.,.. „K,, w... PROPOSED LIMITS OF ,`t
"~t. DISTURBANCE (TYP} N,,~ .,H......,,r
EXISTING WETLAND BOUNDARY LINE
,~~~:d~~~vow.~:,+,.,,..~~~.~.,ya,,..,~,m.~~,~~.;.. EXISTING TREE LINE
GRAPHIC SCALE
t~~')
1 inch = 180 ft,
L
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 E\XTENDE1 (TENDED RUNWAY SAFETY AREA PROJECT C-6
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 ~~WK [phone] FOR THE BORROW AREA CLEARING AND //I
APPROVED BY PROJECT NUMBER BIDDING /
PS 80324.00.CA iff Ou"ICKSON Office Locations: Ji JOHNSTON COUNTY AIRPORT GRUBBING PLAN 22
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community intastructure consultants North Carolina Georgia CONSTRUCTION South Carolina RECORD DWG SMITHFIELD, NORTH CAROLINA
REViSIOPIS

_ ° ~ .i a ~ a ~ 1 4 j , d a ref , t tF' ~ ? v ; '
a~,~~..u,A,.m.. r,~.,..,,~,.ro~ r..~s ~ { %4 Q,~ ~ ~ r t ~ . ~ ° ~ ~ ; E ° ~ . ~ ~ EXISIING ~ ~ ' r "e
~ u TS STRE ~ V ea ~ PHASE 1 CONSTRUCTION SEQUENCE
I 1 ~ t i ~ ~ ~ ~ i z D ~R~ ~ ~ ' ~ 'i '~y 1
. r~ 4 t 9 ~ ~ f ~ . AROUND g~EAs S ~4°a'P , ~ y + r ~ , a t k 3 ~ ~ ~ o, wk . 7 ~ ~1 , S ry~* 1, SEE EROSION CONTROL NOTES ON SHEET C-3,
y~ ~ ~ , ; ~ LIMP AF,~OUN DETA L ~s ` m $ s 6 ~ r r ~ .l~ , £r. 1~ 2, OBTAIN GRADING PERMIT FROM NCDENR-LAND OUALITY SECTION. OBTAIN APPROVED PLAN AND APPROVAL PLACARD. A COPY OF
THE APPROVED PLAN MUST BE ON FILE AT THE JOB 51TE. NOTIFY ER0510N CONTROL AUTHORITIES OF PROPOSED STARTING DATE r OF LAND DISTURBING ACTIVITIES.
E a ~ ~ i ~ rt ~ ~ ~ 'fie, ~ ~ PROPOSED LIMITS OF - p: 3. CONDUCT PRE-CONSTRUCTION MEETING INCLUDING OWNER/ENGINEER, ASSOCIATED CONTRACTORS AND OTHER AFFECTED PARTIES.
e _ ~ ~ ~ ~ , ~ a ~ ~3 ,p= ` s b. ~ ~ ~ ` ~ F DISTURBANCE (TYP w ~ ~ 'x r l w 4. PRIOR TO CONSTRUCTION, STABILIZED GRAVEL ENTRANCE/EXIT ROADS AT THE LOCATION OF THE SITE SHALL BE INSTALLED A5
'°x ~ SHOWN ON THE PLANS AND DETAILS.
~F 5. AFTER ESTABLISHMENT pF THE CONSTRUCTION ENTRANCE/EXIT, ALL PERIMETER EROSION CONTROL MEASURES (DIVERSIONS, SILT
t FENCE AND SEDIMENT SKIMMER BASINS) SHALL BE INSTALLED PRIOR TO CLEARING AND GRUBBING. CLEAR ONLY AS NECESSARY
TO INSTALL SEDIMENT AND EROSION CONTROL MEASURES. NO CLEARING AND GRUBBING SHALL BE COMPLETED SOUTH OF THE
EXISTING STREAM PRIOR TO COMPLETION OF THE CULVERT AND DIVERSION OF THE EXISTING STREAM. ;
WW h ~ ~ s ~ ~ ~ ~ ~ ~ n ~a ~ , ~ ,a1 a ~ ~ /yam ~ R - Z 4 ~ ~ ~^1 , ~ A- h ± i iii.. fy .t r v 5 i # , 4 ~ y ~ a~. \A -\J 1 ~ ~ Y' 1 1 e „ s; 6. INSTALL TEMPORARY STREAM CROSSING. SEE SHEET C-20 FOR TEMPORARY CROSSING DETAIL AND C-21 FOR STREAM BANK
rq^ P ~ \ 6V In~ g ~ EROSION CONTOL LINER AND STREAM STABILIZATION DETAILS, WORK AREA FOR TEMPORARY CROSSING SHALL BE DEWATERED AS j SHOWN IN THE PUMP AROUND DETAIL FOUNq ON SHEET C-22.
N ~ a~ ~ ~ r F ~ y , h... t : a , e fi `b f ~ ~ i ~ ~ ~ ~ a , ~ T . k 1. ~4' i i U 'l 4 ~ b VS ~ ~ ~ ~ PROP0~1 Y ' ~ -V ~w 1 £ i • 3 b. ~ z c PROPOSED }
1~,# , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , SILT p ~ ~ v ; s s 0 ~ ~ ~ ~ SILT `~Op®SED 2 < ®®SF + 7, PRIOR TO CLEARING AND GRUBBING, THE CONTRACTOR SHALL REQUEST AN ON-SITE INSPECTION, UPON RECEIPT OF CERTIFICATE 4 / F OF COMPLIANCE, GRUBBING/CONSTRUCTION MAY BEGIN QN THE NORTH SIDE OF THE EXISTING STREAM ONLY.
~ 4, ~ x ° ~ t ~ F : ~ ~ ~ ~ FENCE i 'i t t 1. ~ ~ r ~ Y.S P ~ ~ ~~.r OUTLET i DIVE~tSION C-19 ~ OUTLET C-~ D1TCH''~ ~~~ISF 8. PERFORM GRADING OPERATIONS IN A MANNER AND SEgUENCE SO AS TO REDUCE UNNECESSARY DISTURBANCE OF SURFACE
~w.;,,
~ i ° ~ ~ ~ . ~ ~ - g ° CE SF -..,.,,wo° i rrr r r, i ,r, ' e,. n, ~ ,Ie! COVER. NO CLEARING AND GRUBBING OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE SOUTH SIDE OF THE EXISTING I ° G~' ~ STREAM CHANNEL PRIOR TO THE COMPLETION OF THE PROPOSED BOX CULVERT AND DIVERSION OF THE EXISTING STREAM. r A~ , ~ ,
v ~ 3 C~ SF SF ~r r qd r rs i r ~ r=:,ry ~ ¦ ,
~ uv, ~ ,d ; ~ c~ ~ ~ ,F 9. BEGIN CONSTRUCTION OF CULVERT IN A DOWNSTREAM TQ UPSTREAM DIRECfiION, CULVERT SHALL BE INSTALLED IN DRY ~~""~==~`,;,SF ®s ~ ~ ® CONDITIONS AND ADJACENT STREAM BANKS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION {SEE STREAM BANK PROTECTION r
~ /e~ (t~ ~ ~ . ~ ~ C~ k NOTES SHEET C--B). IN THE EVENT OF WET CONDITIONS, DEWATER THE SITE A5 NOTED BELOW.
E i . ~ W. , . ~ y~ `L 10. EXCAVATE EXISTING 501LS PER THE GEOTECHINCAL REPORT RECOMMENDATIONS TO PREPARE FOUNDATION OF THE CULVERT.
~ B e t r `R ~ cis +z.. 'R a CE ,f ~ t ~ , ~ DURING EXCAVATION DEWATERiNG SHALL BE CONDUCTEb AS NEEDED. DEWATERING SHALL BE COMPLETED THROUGH USE OF
G € ; Y .r~ # , a~n ~ ~ ~ ~ " .iz ~t PROPOSED 5EDfMENT SKIMMER BASIN ~1 z° L ~ ® PUMPS, DIVERSION CHANNELS AND OR GEOTECNICAL FIELD REPRESENTATIVES RECOMMENDATIONS. WATER SHALL BE PUMPED AND i r OR DIRECTED TO EITHER SEDIMENT SKIMMER BASIN #1 AND ~2 OR TO A SEDIMENT BAG PLACED INSIDE THE LIMITS OF
z ~ ~ 4 ~ f Ua PHASE 1 CONFIGURATION '~~n ~ ' ~ ~ o~°~,,~`"•~°~,; ~a,,,,,,r"r"~ 1 CONSTRUCTION. {SEE SEDIMENT BAG DETAIL ON SHEET C-21.) DEWATERlNG AND USE OF SEDIMENT BAG{S) SHALL BE
'Q, DISTURBED AREA: 9.67 AC q ,4 } ' ~ _ CONSIDERED INCIDENTAIL TO UNCLASSIFIED EXCAVATION {P-152-1). r~ "Yi.. y
t ~ >s. ~ ~ ~ ~ REQ. SURFACE AREA: 6,898 SF ~ - a" ~ ~ F a ~ ~ REQ. VOLUME: 17 396 5F ~ ~ r ~ j a ~ [ ; } P, { e ~ i ~ f n. {
~ • 5, n ~ . ~ BOTTOM ELEV. 134.00' ~ ~u ~ ~ 11. UPON COMPLETION AND APPROVAL OF CULVERT CONSTRUC710N, ISOLOATE LOCATIONS WHERE NEW STREAM CHANNEL NHLL
- ` ~ ~ ~ ~ ~ ~ ~ ~ WEIR ELEV.:137.00 4 ~e,~ ~ CONNECT TO EXISTING CHANNELS A5 SHOWN ON THE PUMP-AROUND DETAIL ON SHEET C-22. CONSTRUCT NEW STREAM BANK AT ~ ~ CULVERT INLET AND OUTLET WHILE KEEPING THE EXISTING STREAM FUNCTIONAL. ONCE THE PROPOSED STREAM BANK IS GRADED
i' { ti , ' - ~ ^ ' ~ ~ k~; ~ ~ EMBANKMENT ELEV:140.00 " ' C-18 - n ~ ~ ~ ,k Jk~ ~ SKIMMER DIA: 3.0 INCH ~ ` ~ ~ ! AND STABILIZED DIVERT STREAM TO CULVERT. PROPOSED STREAM BANKS SHALL BE STABLIZED AS SHOWN ON DETAIL 3 AND 4
, g ORIFICE DIA: 2.25 INCH z ' > M PROPOSED TEMI30RARY ON SHEETS 0--21 PRIOR TO DIVERSION OF STREAM FLOW.
~p ~ ~ ~ ~ ~ SKIMMER INV. AT EMBANKMENT 136.85 a'^ CHECK DAM (TY~) " ~ ~L 12. ENSURE ADJACENT STREAM BANKS AT UPSTREAM AND DOWNSTREAM TIE IN POINTS ARE STABILIZED THROUGH CONSTRUCTION AS
y 2 ~ SHOWN ON DETAILS 3 AND 4 ON SHEET C-21,
, ~ 1 { Y r ~ ~ a, ~ .~„~p' ~ i ' r C-17 13. BEGIN GRADING OF EXTENDER RUNWAY SAFETY AREA. SEE PHASE 2 EROSION CONTROL PLAN ON SHEET G8. M
~ ~ q t SF SF SF ~ J `1~ i ! 14. REFER TO SHEETS C-76 AND 8 FOR MAINTENANCE AND STREAM BANK STABILIZATION NOTES.
~ { ~h. A ,'x xt N ~,a ~ } ~ ~ EXISIl G ~ .wy~° ~ ' a 4 t ~
' Y' 50° STREAM & : BUFFER ~ ~ ~
~ a~ : ~ - ~ `~s ~ ~ ~ ~ y ~ ~r
~ M, ~ EXISTING Y; '.x a ~ B s tt ~ ,
/ n n ~ ~ ' b ~ ~ I ~ ~ ~ 30' STREAM STOCKPILE AREA FOR ~ . ~ r `'t ~ BUFFER MATERIALS REMOVED DURING ;~r` it
~ ~ CULVERT INSTALLATION. ~ ~ i ~ ~ a y~ ~Y
M t PR POSED'~TEMPORARY , ~ ~ PROPOSED CHECK 'DqM (TYP) ~ ~ DISTURBED AREA:
6 1
r /mot ~ y S'e { L" ' 1 t 4 " ERSA & STAt~NG = 19.00 ACRES
r ~a.. 1°~~~ «v cn.wwx aa~ ,x u..'mam:nw ~v.w.; ...vxn. v.+.y.:er-u.+.wn.Y ~ ~ f. ~ ...,,m, .sns.e 4e,~ a , 4 ~ , . ~ HAUL ROAD = 1.0 ACRES ~ PROPOSED LIMITS OF
v" ` a~ ~ , x • -.r q~ 4 a ' , BARROW AREA = 14.50 DISTURBANCE (TYP) TOTAL DISTURBED AREA = 34.50
~ VT R 3 '
~ ~
n ~ t 937.50 ' LEGEND
11+00 , ~ : ~ a ~ oa 1 s+oo 1 ~+o0 18+00 ~ 7 s+oo a zo+~ o r~ _ F 20+'C~0 I ; 21+00 22+00
~ s ; ~ i,~o~" ~ , . . SYMBOL DESCRIPTION
I ~ ~ W , . y ;
3 si ~ ' ,B _ el ~ PROPOSED SAFETY BARRICADES d
' ~ ~ _ I 1 I , `I, ~
F7 ~ r `1~ T ~ ~ f' ~ ~ ~ EXISTING STREAM F
`f
r ~ ~ PROPOSED LIMITS OF I;~- .w ~ ~ PR~'OSED 2 °
~NO., CLEARING OR GRUBBING IN x DISTURBANCE ~T~)'~ - >k , DIVERSION C-19 ~ ' ~ ~ t y~ sr{ PROPOSED CONTRACTOR STAgNG AREA a x' ~ S` CE 4
.w AH,~.n .w ~ ~,~.M ~ THIS AREAKKRRIOR~p.Tp ~GQMPl,E110N S' ~ DITCH ~ . u _ ,.~,OF ,~U,~,VF.I3T..ANQ-DIVERSI~hs~' , s~z ~ . I ' PROPOSED HAUL ROUTE -19
m.. .~.w ~ ~M ~ ,...u,. ...EXISTING -'STREAM.w ° ` a ~ ~ ~ 4' a ~ r } 6 ~ E
. ati ,w ® ~ ~ ~ ~ ~ .Mw ~ ~ ~s ~ l 'Y - _ CONSTRUCTION ENTRANCE ' , y`I >r ~ 2
0 ~ t E
~ ~ ~I$ e ~ 94 ~ r ~ PROPOSeo SILT FENCE - t ~ -z
r' ~,Y { 9 x 3 ~
1~~ r~ '1 g ~9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LIMITS OF DISTURBANCE
~ - i ' 1
.d~ 4 1 _ ~ ~ . EXISTING AIRPORT PROPERTY LINE
i ~ _
_ - i'rt a N i r" . ~ ~ ~ °°°F k`~.,,,-~,.._F EXISTING OVERHEAD ELECTRIC
3 t 'h ~ k 4 "04- F 2 N - t a ^ . f ~ ~ J f ~ PROPOSED SEDIMENT SKIMMER B~,SIN ~2 ~ I ~
t t' z ,a DISTURBED AREA: 6.92 AC ® ~ p _ ~ ~ ~ ~ EXISTING WETLAND BOUNDARY
~ ~ ,Y REQ. SURFACE AREA: 4,941 SF } s, ,,991I 'f ~F
E ~ ~ , ~ ~ ~ • , & , ° E REQ. VOLUME; 12,463 SF , W ~ ~t y 5~ PROPOSED TEMPORARY CONTOUR
~ ~ ~ ~ ~ . , n ~ . BOITOM ELEV,:133.00 4' WEI ELEV.. 3.50 ° 9: ry~~ ~ .y
r : ~ > , . < ua EMBANKMENT ELEV 137.00 C-1 4" _ qy~ ~~..n,.. EXISTING CONT~JR y
~ a ~ ` "c ° g SKIMMER DIA: 3.0 INCH ~ ~ . ' ~ ~ ti ~ = s ~ ~ ~ ° Y' R ~ ~ ~ ORIFICE DIA: 2.0 INCW A; I , ' ? r' s 1 9
~Y ORIFICE INV. AT EMBANKMENT: 134.25 PS PERMANENT SEEDING _1
s , i. ~ z d e 5 s ~ ~ ~9 j ~
..r r"r .W~ ~1~ S ~ tt k
~ f~l ; ~ ~ a ~ ~ ~ s ~ V ~ . ~ TEMPORARY SEEDING _1 /M ~ .E r ® f ~ jY ~ ~ Q'
F{ ''"~~r;~ ® ~ ~ " PROPOSED DIVERSION DITCH
3~. t x, YoY , . N .~m .s , a^ t, ~ i .r1 w, . ~,M ~~.ro a ° ~ ''t'r! r d 'ti 1 ems', ~ °~i~ Ki.. ~ 19
M 3 h k "~u i, ; 'u. 1` ,n. ~ w" ~ ~ d ~ ~ i ~ 1 1~ t i .vim ~ ~ ~ PROPOSED TEMPORARY CHECK DAM 1 _
ya ~":n ,~.r
,aA,w. .~F.A r"f r ~ ~ r ~,r 4 4 f~ ° , TEMPORARY INLET PROTECTION 1g
~ : t ~
~"~,w~~'"a' _ e~.~ ~ ~ ~w r° PRO~OSED~ 3i~ ~ ~ r ° . .N ~ ~ -17 ~ ` F P r" ~ 2X2 SLOPE DRAIN INLET
, . , ~ RAD C T~OL~ ~ OPOS TEMPO Y j , ~ ED RARY s ~ . ~i,a " , „
- " - ~ ~ ~ ~ ~ CHECK DAM TYP i ~ Y, a 8 w~ ~ ~ ~ ~ ~ RIP RAP OUTLET PROTEC110N C-i7
m.,. PROPOSED TEMPORARY ~ ~ r ~ w~ r ~ ~ r ~ " i 2 " ~ P _P _n °M~ 0 : tt „ x Y
Q .F A i. m,... W...:. ~y p . CONTRACTOR 12' WIDE ~ # ` ~ $ .w .r HAUL ROUTE ~ ~ ~ ~ ~ ~.k ..w~., m".,.. ~ ~ ~ ~ ~ a ~ - ~ " ~ ~.w. ~h,~ ~ , ~ 2 ~~sri4: } O 1 Jf~ . ~ ~ ~ ; ~ ; ¦ SILT FENCE OUTLET ~.,2
~ y! c ° : ' S e / 3 2. 8 ' ° qq ew r 4 1 f - A d f v^o.. d~ ~ i, .r T 7 a.++• . ..,n.:.. .v e.v ~ P b ~ v. VI i n. < d ? .t ~ Ar,•" :r r~'S c°' , v'1 9 , i 3 F F r w J•^er. e , , F~~~ r' f f ,r
t Cr19 ' " , ' ~ r ~ iewiLIMIT$ f~` S1TiEAly~ a. ' ~ ~ >~@ ~ - ~ r p' b ~ ~ _ ,u " :..mv+t-.u: i. :a ~ k w ~ .M~ ~ ~ ! ~ ` ~ ~ ~ s "
n ~p ~ ~ _ : StON. ,PUMA ~ , ~ ~ ~ ~ ~ ' . ~ ~ ~ , ,4 ;w a ~ ~ ~ ,h„ ~`A NM ~'X s f.! a 7 d 1 ~ •,.,rs".' ~,"ti. ' ~ R~A~^ SEE . i ~
~c'~ ~ % ~t ~'~r ' / p ~ ~~MI~ ARO~ND~ Il~il~ter^ `f # i° 2~ ~ f i' .,..a... 4" -*rt.,. f c ' d: ' ' ^ y r 1 - u ` k~STIN ~ ~ ' ~ GRAPHIC SCALE
_ 3 ~ ~ ~ e .s r W y ...r..~,..~ - ~ +
s, t .s ~ r~ ..a. .,,,,,.,.e ,w - MBA i RVWNYTRY ~ u .,e ~ ~ ' F t ~ ~ - . 5 v ,.,w...,. ~ w 00 o z:f so too 200
. ~ . t z.„ : a , .~s ~w~.~,m w .-~a,. , m~~ ~ - ~ , r , ~ ~ .TY~ ~ ~ ~ ~P:Rb~dS~lS Lf~JTS,TpF' dam,. r, - r,~.~ ,~u
r t { ~ r ~w w " ~ w x~,i~, . . r u~., .y~ , : ° a.... - , . J... t , .~F N ~ ,
~ s z > ~ ~ ' .w~ ~ ~z 3 , , ~ - r , Y . , ~ ~ ~ 1 inch 50 ~ ft.
a ~ ~ s ~v. ~ ¢ ~ ' fi , " s dr a ~ r y ,Mi,., ~ ~ ~ + t w., a u• ,r " - n~ r r` u..~- "mow ~ ~:'e - ~ ~ ~ r
°q~ •~.r .~,o- a ~ pp s ~ „Kr }k 'x ~ ; r v 'k. r„ s r' .F3~s:.,:.. ; n ,.w.N i p f pJ,. ~ r p ~ ; f~ a+,, . ~F.,,, ~ k ~3 , - r . '
g K „M~ _ ,Z _ , ~ e. ~ / ~ x r .s^ ~ , . .v a ir. ~ A } ' p $ ~ m N .~.:x 3 . ~s.~". r. a , ~ ~ + 1 I I CI
,.f Nu rtf~' ~ ~ rY`+~ is t ; ' ~ ~ r d t ~ o , 2
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 EXTENDEI DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS (TENDED RUNWAY SAFETY AREA PROJECT EXTENDED RUNWAY SAFETY C-7A
JPK WLY 2010 [phone] FOR THE AREA PHASE I EROSION AND
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA Di""KSON Office Locations ( REV. NO. DESCRIPTION DATE nLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT SEDIMENT CONTROL PLAN -22
REMSOONS South Carolina - RECORD DWG. SMITHFIELD, NORTH CAROLINA

W~~ ~iJ +,:a PHASE 2 CONSTRUCTION .SEQUENCE
,
1, 6~~' ? W ~ ~ ~ ~ PROP05E~ INLET ? ~'o . vv, 1. SEE SHEET C-3 FOR ER0510N CONTROL NOTES.
H . ~ ~ PROTECTION ~ ~ y 4 ~ l F ~ 1 5 ~ ~ ~ ~ ,i 1 _ ~ ~ 2. INSTALL PHASE 2 EROSION CONTROL MEASURE5 NOT INCLUDED iN PHASE 1.
~ ~ ~ ~ r ~t`° C-18 ` <
_ N T KIMf~~ R PIP TO ~ ~ s ~ ~I ~ ` CON EC S ~ E _ , H ~ ~ ~ ~ k ` ~ k:~ ~ ~ ~ ~ PROPOSED SLOPE DRAIN {NLET u.,",~ r ~ 3. INSTALL PERMANENT SLOPE DRAINS AT BORROW AREA PRIOR TO INSTALLATION OF SEDIMENT SKIMMER BASINS 4~ 3, 4, & 5. CONNECT SKIMMERS 3, 4, ~c 5 TO DROP WLETS 1, 2, & 3 RESPEC11VELY. ENSURE DISTURBANCE +w FOR SLOPE DRAINS AND IS PROTECT WITH SILT FENCE AND SILT FENCE OUTLETS AS SHOWN ON PLANS.
~ ~ ~ ~ F ~ ~ ~ 4 ~ BDX. GROUT ~u. HoLE +~EN ~ • ~ _„u. } .
o ; SEDIMENT TRAP fAND SKIMMER r-$ I s=, s `''~•v,. AFTER CONSTRUCTION IS COMPLETE AND FINAL APPROVAL OF STABILIZED AREAS IS ISSUED, REMOVE SKIMMERS FROM DROP INLETS AND FILL SKIMMER HOLE WITH GROUT.
rn } ; , k , 1 / ~ PIPE ARE REMO'~ED. Y 1 2 - ~ ,
3 e p ~ 4¢.~1 sI r~ ! ~ ; > 4, CALL FOR INSPEGTION OF INSTALLED DEVICES.
_ I~ ' ~ PROPOS MPORARY I ~ ~ ~ ED M.w w w-~° ~ °a° ~ 5. STRIP TOPSOIL AND STOCKPILE WITHIN DESIGNATED AREAS pNLY. MAINTAIN ALL INSTALLED EROSION CONTOL ~ ~ ~ .ra s y
~ ~ f : ~ ~ CHECK DAM {TYP) a -~„,~~w ~ Y ) ~ s o~ F . , K MEASURES. o-.k~. ~ ~
F! s a¢ ~ 2 s c r ~,~.r.~.• " ~,r ' W ~ 8. CLEAR AND GRUB REMAINDER OF SITE AND BEGIN GRADING OPERATIONS. INSTALL DIVERSOOS AND MAINTAIN
_.t Is .~~~1 ~ a i b ',~r ~ ,do-' ,,~M„~ ~y, ~ ~ ALL MEASURES TO ENSURE SEDIMENT LATENT RUNOFF IS TREATED PRIOR TO DISCHARGE FROM SITE.
~ ~ 4~4 ~ ~ [ O C-17,x'" ~ SdY 5 P x ~ ~ PW~'h r oy,. ' SILT PENCE r ~ ~ ~ a' ~ ~ W I- 7. INSTALL PROPOSED STORM PIPES AND INLETS AND ASSOCIATED INLET AND OUTLET PROTECTION. .s ~ . f~,..
~ STONE OUTLET ! - r F ~ LIMITS OF w~, ~a~
~ > } # r ~ ~ Pfd ~~POSED TEMPORARY DIV~iiSION DITCH ~5 ~ ~ ~ a ~ ~ ~ } ` ~ DISTURBANCE x.- ~ ~ 8. BRING SITE TO FINISH GRADE AND INSTALL PERMANENT EROSION CONTROL MEASRUES. FINISH GRADE ALONG M ~ ~ THE HAUL ROAD AND CONTRACTOR STAGING AREA SHALL BE RETURN TO EXISTING CONDITIONS.
N~~ - ~,4 r r + ^S ~ F off[ ~ y`,> W 9. PROVIDE FINAL SEEDING,
JW 8~ ,
_ , p ~ ? Q V) 10. CALL FOR FINAL INSPECTION.
y~ ~ u + > { ~ , ~ . ,.,..»~v ~ J nrn•„y.,, I r.. .,r ~ S - ri 19 E ~ - rv• ~ ' ,v s f , E , J'' _ c ~~f _ ~ 11. UPON FINAL INSPECTION, NCDENR AND OWNER APPROVAL REMOVE TEMPORARY MEASURE5 AND INSTALL
4 ~ ~ j~ ~ 1 a., .vnx Kl VI~~~~ , , n~u. / ~ ~ s . 3 . ! khy r w" ~ I k g 9~ J~ r f 8 6 „n ~ ~ ,1: V .r ? ~ W ~ PERMANENT MEASURE5.
~ ~ " s~ ~ ~ z ~ MAINTENANCE PLAN:
~ # i i 1 4 i 7 . ~ ,yam Jt w,h.. ~j. ~ 2 j'' ~ 1 F , ~1r I O t ~ F i! t r r \
< PROPOSED SLOPE DRAIN. >a - s 50 ~ ~ , E ~ r 'a ~ ,r'" " ~r ~ ~ ~ 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON
SEE SHEET G-14. ~ ~ _ , ® THE EROSION CONTROL DETAILS. ANY NEEDED REPAIRS WILL 8E MADE IMMEDIATELY TO MAINTAIN ALL ` ~ ~ SF ~ ~ V PRAGTICES AS DESIGNER.
e " t i +r9, 6' y ~ i O r a 3~+ F E, ~ y ~ F kr
a d it. e f t ~p 1 4 Y Sf r 2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES ANO DI5POSE6
- ~ - ° I f ~ M.~,, mt " Pf~OPOSED TEMPORARY °'a~,` ~ n^ fi , : TRA ,G~ , ~ 3, TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE SEDIMENT SKIMMER BASIN AS NEEDED.
r . E ~ OON CTOR 92 WIDE ff ~ ~ w~ , , . ~ rr w ,.r , REFER TO DETAIL SHEET C-18 FOR APPROPRIATE CLEAN OUT ELEVATION FOR SEDIMENT TRAP,
: ~ ' ~ ~ ~ ' ~ ^ ROPOSED ~DIMENT SKIMMER '~N ~4r ~„w. HAUL ROUTE ~ ~ ~ ~ ~ ~ ~ / + 4 v pISTURBED° AREA: 6.6 A ~M.
{ 1 F f J ~4 ~ ,`1 C # g , ~ ~ t ~Q. SURFACE AREA: 4,760 5F~>~, C-19 t 4, REFER 70 DETAIL SHEETS C--17 THROUGH C-20 FOR ADDITIONAL MAINTENANCE NOTES ON EROSION
. ~ F ~ REQ. V~~ME: 12006 5F II CONTROL STRUCTURES,
~ _ ~ # , ~ ~ - 80TTOM ELEV,:145.50' 5 ~ q ro re`1 Is 4{P~ ~ 1 ~ r ~ F I ; n ` i F ~ , ~ WE(R ELEV.~160.00 4 ~ 3. rn ~ , ~ STREAM SANK PROTECTfON NOTES:
} 1 ~ ~ ~.*ryh EMBANKMENT ELEV:t51AO' C-1$ , R,e\ Fr
^ v'°. r ~ ` SKIMMER Did: 2>O INCH VV ~ ~ ~ ~ , 0 ~ ; , , ~ ~ ORIFICE DIAL' 2.0 INCH - ..k°'' 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A { MINIMUM,
..~.,,.wr 4 ) , ~4 f , z a ~ ~ QRIFICE INV, AT EMBANKMENT: 147.00 ~"y. StOCif' PILE AREA -
e ~ ~ 2 F 431 K e 3 F~ ~ ~ T G,' D ` iH ~ b ~ ~Y,,, ~y~ 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCT10N SITE TO EROSION CONTROL MEASURES, 3 ~ , ~ _
I 3. KEEP STREAM CROSSING AT RIGHT ANGLES fi0 STREAM FLOW.
h 6 ~ , ~ : } h S raw. d . m~. ~ , ~ ~ / , ;1 t a O'sROPOSED TEMPORARY DIVERSION DITCH ~4 .M~,_. ~ • 4. STABALIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER WITH RIPRAP OR OTHER SUITABLE MEANS.
f . ,y^ h,` y fF, 5. CONSTRUCTION OF NEW STREAM BANK AND STABILIZATION OF EXISTING STREAM SHALL BE COMPLETED IN
> ~ t,l = , .M.,.., . + z , ' AGGORDANCE WITH DETAILS 3 AND 4 ON SHEET C-21,
k a r . , ~ r ..mM _ .
„t . , , s kk ~ r . ~ i ' F 1 ~1 i °~7 u a ' 8. REMOVE TEMPORARY STREAM CROSSING IMMEDIATELY WHEN IT IS NO LONGER NEEDED, RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CR05S-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE DISTURBED
CONNECT SKIMMER rk I , ' , : ; ~ ~ x v p a`'a, ~R ; O~D>' _r ~ ~ s ~ n, ~ ~ ~ ~ ~ • ~ = TEMPORARY DIVERSION yDITCH 3 > r " ~ ,1 ~ ~ ~ ~ d v ,R a= r e. r x p t M~y y 4 f ` AREAS,
PIPE TD PROPOSED ~ ~ ~ ~ fi F • , ,r r« SLOPE DRAIN INLET ~ a ~ , 3 . , ~ • . ~ ~ ~ ~ ~ '
80X. GROUT FILL 1 : ~ ~ ; u C ;19 ~ > ~ o..rs, ~ b I . ~ V~:,~ ~ DD~TURBED AREA:
HOLE WHEN SE IMENT ~ F ~ _ : ~ ~ ~ ~ ~ ~ ' , I , ~ s ~ ` ~ ~ a @ ~ ~ K ~ m TRAP AND SKIMMER ; ~ p a t S ~ e ~ . > ~ ~.r ~ vi ~ E ; ERSA & STAGING ~ 19.00 ACRES
PIP AR REMOVED. ~ - ~ ~rrr ~ ~ ,~.,.n ~ , , F ~ y ~ e s ~ a ~ r ~ € ~ ~ ~ r ~ ~ u ~ ~ ,z ~ ~ HAUL ROAD _ 1.0 ACRES ~ BARROW AREA = 14.50
, , a y ~ ~ : f ~ °r TOTAL DISTURBED AREA =34.50
PROPOSED SL~'E DRAIN. , ' : I ~ ~ ~ ~ ~ROPOSED,,~~IMENT SKIM&~R BASIN>x°4 ^ „ti - • ~ € ~ ~ ~ ~ dS .m W„w F • dS 3S -----~iS ~S dS` ~~i~i~i~i~i~i~i i®i~i~i~i~ie~iai~ii_ ~ LEGENq
SEE SHEET C-10. - ` - ~ry I ~ f • [ ~ i ~ ; . ' ~ ~ ! DIS RB D A: ?DSO AC m~~ a E~,.~ m , • > ` € ~ ~ t , f X;.. ,e~ ,
SILT FENCE ~ ' ~ ° ° ~ ~ ~ ~ RE SI~~tFACE A A: i,g B SF r ~ ; i t ~ _ ~
STONE OUTLET ~ ° ° ~ ~ ~ ~ ,REQ. VOLUME: 5 40 S~ ~ a 4 s ` ? t a , ~ a E { ` ~ : t ~ a . ~ ~5# € Er BO Y.:1 TJ.~D a ,r,,s'~ w } ~ ~ g e ~a' J,;~~P;:P,. ~ SYMBOL DESCRIPTION
®I 1/ . ~ ~ I If ~ 3 n° WEIR ~ 6 4 - w , ,f' ~ C P , r r ~ r `~MBANKMEN'F'•E'.~~5O.Q41' r` ; # . ~'',ra,°' ¦i~¦~~il~ PROPOSED SAFETY BARRICADES „ r,...=
~ mor C-lg~ ~ ~ ; ~ ! E C-20 ~ ~ . u1 •s ~ SI~t~MEIj~~DIA: 14~'INCH' d F~'' .r .r ~ { f` z- I f ~
~ ~ R ~ ~ ~ x ~ Q~IF~cE~ ola: r:~ INCi~ ~ . ~ ~ EXISTING STREAM
k ~ 1 " ~ f ' R - ` 3 ~RIFtCE IN~:~ AT EM~3AN((MENT;fi^ 146.00 ~ - ~ ~ ~ t 1 r ' ` ~ 9 ,t
~ P ~ ~ ~ ¢ r ~ . r o' z e r PROPOSED CONTRACTOR STAGING AREA
.d f = d Jn ~ d { s f d i ; 3 d, a Fy r` ` Y.r ' ~ ,r 1 c t > ~ r ' PROPOSED INLET ~ ~ • ~ 1 , -
PROTECTION E F " < ~ ti ? [ 1 ~ ~ ! ' ~ ~ I¢ ~ d > a` , ~ 1 ' 1 ~ ? ~ ! ~ 1 - ~ n i ~ 1 ,F 1~ ` } , GE °""'~ru„ PROPOSED HAUL ROUTE ~1~,~
a ~ r o~~ 19 d~ a t~
i ^ ~ 4~ i ~ ~ 9 d~ f ~ t 4a ~ 4 # ~ 1 7« n~ ~ s~~~~ a~ ~ ~ ` g` ~ CONSTRUCTION ENTRANCE 3
" ; , `v, # ~ P~2 OSED ~TEM~OR~RY 41VERSION;'DITCH ~2 f 1 _ sr t~ E F fi P ti./ t i ~ f # ; ' s%
c 2 ~ x +
~ , , ~ , fr t' ~ r # ~ ` ~ ~ i , TTT : s ~a. , , ~ ~ ti ~ PROPOSED T ~ , , ; I " _ : C=19 I I z ~ ~ ~ , ~ ~ CHECK DAM ~--PROPOSED TEMPORARY ~ ~ s ~ ' ~ ~ ~ ~ ~ ~ PROPOSED SILT F~iCE a` 3v sv ~ Y ~ , c cHECK DAM (Trn) ~ ~ : ~ a
s v `9,r" I ~ t~' ~ ~ e ~ ~ ~ UMITS OF DISTURBANCE
r SSA a~ ~I } / + ..f } ,7 k. y°s } ~ ~ ? E € § a C~17 ; ~ - .
u ' r i r ~ ~ ,M,.. , K ~ rv°~ .a. ~ - EXISTING AIRPORt PROPERTY UNE
?h #f t y. zs i fit, t~ 1 i T _ ~ , , ~ 7 ~ f h . ~w 0 , , f s , r. ~ ~ a ! ~ ~ , ! V r ~ 3~ ~,a ~ _ ~ a` ~ ~ nm ~ " ~ , , s ~ ~ e
i _ f v ,Ss~~ta - - ~d
`b ~ ~ ~ ~ ,i~ i f ~ ' ' ~ ~ ~ ~ ..,r°- ~ v... ~ EXISTING OVERHEAD ELECTRIC s s~
S ¢ a a a ~ jl} ~ ; P 5 F } p `-"^a ~s' ,r / s P a 9 ~ ,v ~ ` ~ 3
!$i 33 1. ~ ~ I - F ~ ~ I' E ~ ~ ~ ,~R~JPOSED TEMPORARY DI R`~Or,~ DIT ~1 ~ " ~ _ ? y~, ~ °~s~ r~ >~F , ~ °~'°p EXISTING WETLAND BOUNDARY t i } ~t t
e ~I! F < a~` a b yrn
~ ~ ~ (~19 ? r ~ ~ _ 1 ~ f ,-~r,~~`~~t~ 1~~ PROPOSED CONTOUR ? ~
is € K s ~ r t I 1'ROPOS`Ep SEDIMENT SKIMMER QAS1~~ , y ~ " ~ , l a P a ~ .s { ~ ~ '1 E w.. Y »r r<, Ar.~a - I ~ t ~ f ~ a" .n ~ e~r d" M
€ sE ~ [DISTURBED °A~A: 6.60 AC ~I ~ ~ , ~ ~ s E ~ s k r E • ~ , I ~ ~ • ~ ~ r r . ° ~ • ~ ~ ~ _ ~ ' ' SURFACE A ~ ~4„~t0 .a f I a I " ,a f~ ~ ~ s ~ ; ~ r ~ k , ~ ..,m_, EXISTING CONTOUR
x i ~ ' o _ 3 I I i ~ REQ. VOLUME:11,860 SF ~ ~=.M.. s ,m i rev ~ / a t 7 ~ . ~ _ ~ k ^ , . k ~ ~ p,,. . ,
s ~ ~ ~ ° ¢ ~ s ' i g "a ~ ~s4. s k g ' 1 tj ~ ~ 1 F !t BOl"fOM ~LEV.a44.60 ~ . ~ s`. - 9 . , ~n t ` ~ , ~ f' ~ ~ ' ~ > f ~ r ~ ,r ~ ~ PROPOSED DIVERSION DITCH ~ 9 ~ ~ t 1 r' r a p r~w,~~ -'19 r r ~ ~ ,
< ~ Y ~ ~ E~ r~ ~ ~ - r f r ~ } p ~ ~ ~~r ~ ~ ~ ENT ELEV:150A0 ~ ~ ~ . , k
1 R : E b , e~ BANKM s,N ~m ~ ~ ~ ~ , CONNECT SKIMMER ~ ~ ° E ' ~ a ~ 1 [ ~ k , ~ a SK MMER~ DIA,~~-2.~-INCH°, , `j ~ w~,> f E ~ ~ , s, m ~ ~ ~ r x ~f ~ r ~ ~ _ ` ~ ~r PROPOSED TEMPORARY CHECK DAM 1te J Ff F: C s i ! i` a fir r t{ .Y
PIPE ~0 PROPOSED ~ E r , , n, - I s ! I ~ z ~ I ` f ~ ~ ~ ' ` ~ a, ~ RIFlCE DIA: 2.0 INCH k ; ~ ~ ~ ~w., , e;, T , .,w ~ r . a r RAIN IN ~ 1 ~ , SLOPED LE # { b ~ _ , r ° , ` x s ~ # ~ ~ ~ ~ 1 b4IN1~ ,AT ^ ~ ANIrMENT:...146: O ~ f a OR FICE EMB D ~ a , i > . nrr,,.. y e z. r s / f x. pJ 3 f a.. F
F Eie ~ E['~ ~ t~`~ F S t a - . , . r BOX, > GROUT FILL ~ : , ~ ~ § r ~ # ~ ~ ,u,~,..., ,a e .w ~ ~ ~ ~ , a,, , s , s , , ~ a r..~.,:: w~~ a ~ a ; . ~,r s 4 ~ ~ ~ t ~ ~ F tr f°, f ~r f ~ TEMPORARY INLET PROTECTION ..15
ED ~ ` r HOLE WH ~N S IMENT ~ I' _ ~ ~ ^~-r ~M,.. . w, s• } • ' TR D SKI ER a , r,,, ,~,,-Eat ~ y~.,x: , ~ ~ ~ as ~ ,ar 3 r` ~r
PIPE ARE REMOVED. ` ~ F ~ x _ ~ , ,e, rt. ~ , n. ~ u~, ~5 s ~,r;' . 3 ' ~ ~ g. f y , ~ r ~ ~ ~ ~ e f 2X2 SLOPE DRAIN INLET ~
g [ 5 , u,^ .w } 1 , ~w ..,w ' ' ( y x 4, ? " tt~ d ~ :a' ~ s p ~ ~ i E -21 i p f` ~3 r J{ a ; y F a{ ~ ~ ,r'{~e~e. e ,r~ ~ r ~~~~y5 ~ ~ s
+ - , . PROPOSED OPE DRAIN ,s; k ~ ~i s s ; , ~ k' ~ . , ti r.~...,. w :~~^~r, ,,,......a ~ , ~ n. ~ ~ ~ ~ a ~ t• ~ t a:~ r ~ ; , r~ a~ ~ ~ r~ e ~ RIP RAP OUTi.ET PROTECTION c-t~
, r~..,., ,~,...a~ . ~ w,. `PR OSED TE0IPORAR DI ' VERS1 SfTCF~ , ~ N ~ . _ > E ~ r, R ~ b ~ ~ a~ e ° . _ w~m..,.. , w Y• to ~ 3~R ~ ti , SEE SHEET' C-t0. ~ E ,4 , ~ ~ f , ~ ~ ,~,o r'~ ~ ,
, ~ x ' !!46 S fi ` •n.,. x r if k' - 1 it 2 t s + .f I " ' ~ ; ~ ® SILT FENCE OUTLET ~
,y. ,k _ ~w.. . SILT FENCE , a n. .,M_> , a r ~ E 5 # , w - y f i.,. ' i 'v ~ I' W..,^..... ~w,,. , C ......r,,,~ ,.w P A ~ k r 7 w
STONE OUTLET ~ ~ ` , ' ° ~ r. r k ; ~ ~ v r ~ x`43 ~ na `w~~ ,d r~,~~ ~IE I ~ e.,. ,ve r P ~ f p fi P ~ 3r V ~ ~ ~ ' ~ ~ ~ ,p ~ ss~-- ss~ PROPOSED SILT FENCE
I , , ~ w,., ,.M,. ~ a ~ . a. ~ . .r~,.m,M ~ o~. ~ ~N-. s NA a 't ~,r' , ' ~ r .r ~ ~ ~
~ 4 l n o+t ~T!Z R ~ ,•mvw .on..w t.. .r,vn v...,w v t ~ v..,. v,.r„ n. 'r6' k. Y~ tt F~ "yam. ,y 41 ~ T: I n: ~ '^"r~ RH w»...m- 1; 11~F7~.?
. , - * 1 i ~ r. ,.M .,..4.. e:~~ ~a.~ ( ± ~ 4 ''"c,m $ x xr..,~, ..n,,, ..Fr~:~ ~n ..1, r~ ~ 5 ;-~.~n ,.r
u i i ! { . 14 §t+W ' "s; ~ rr.,.e".. r.... rw:N " n+,... N~ f ° ,,.e,'^~ t , 4 v ' . ~ ; s ; i ~ i . ~ , ~,w~ ,~aM r„~~ ~/r~ P,~ry:rmu ~ i ~l,a,~ 4.„,1'~91..d„I~. ~,>z,..,..., >a S • Fn .1~ f y'r J
s a i ~ i : , 1 I ti 11~! FYI YID' ..,.Wm v ^ t n i 1o- , ~ ~ - ,,,,w,., ROPOSED INLE ~ ,,,v „ „w. , x ,0.,w ,<m. , ,K , . ~.r W - . , . „r.~,,. r" ~f f~P Y ,f f d ` ~ EXISTING f WETLAND
,r ~n.~ ~ r. ,w,...~,. W,,v,,.., .w., t Q ' s s . , r F ..r=. ..,M1 . ~~,n„_ m... .mm~. ~ ~ w..~ a.>.~,n ~w ~ >c~ PROTECTION I , , ~ , „ ,,,~4A, e~ k n „r , M~. w _ w. .,aW >e ~ ` ,.mw._~ _w~, W
€ t ~e F, ;i y' ..,.,ice... ....;..m r, r~.~.m>a m...«^. .w ..,K 0. i . s , t a y s ,,.W:...,, .-a.,,.~, ~w.ro~:., -..,x,.~.., ,,..,.,,.^.v, ~ .r.,..,.:.M w... r . . _ ..~.•..>M.. ,.n.~,... p ~ u o , ..w..,..... s~
- ~ . a ~..~.w.. : .,Mtr.~ <,,,r. - r < - ~ , w ,m_..,, . _
i T,... .,.rw , .m.,., n - u r~:Hr"R+.. °r,.M>„ .ui„um„r. .w t,... . r.,.,.. «ra„ v , z r i [ ~ ~r,. ;u w ..n,w,-,,,.,: r,..,r~„ r..,..>::,,.. ..<.e rm .w~:a.:« w, n. m..,< v. ,,rx_n~-... x ar.= Y w,. .x'~w..w r„n. +..,..m l : d f 1; d l n.,, . n' ~ GRAPHIC SCALE
$ V .m. r .os"? .r. r,,. .-.,,,.e,,,x. r, _ t 'v. .r .,.r,.. >v,...,..,. w.»..„>.. i ~ a N.. ..v ww...... .,r,,...~,. M.:r,,, w t y ~ ~ - a ~ ~ ~ f ` so a ~ so goo ~o r
w . n ~ ,A s
~ p v r. F,,[$ ux x~w ».xue... +Y-4~.wi,.~ ~n r~ nw .u. xu, I. t , R v o.x, n~nvw .rP 'j in " ,.,-....n+, u.u wn-,..m .u. .aw n•. m . c ^r. -x *.n.,n'r ...r.Wu , v:.n n e k f 'r r..a .u« : wen+.. "=x T~ ,v.W uw .e e uwcw, , o t a > v .,w,.... ...r:~. . m.xmu.r. s ~n.mo- ,..+v. .,r, , ,w«r w.' u , t a. d" i., ~ n: w x - ~ ~ (IN FEET
~ mn c u. i a~.^ # 'S. 9. 4~ ,.rw •.v.:" °-r...: .rrmw„n~. n. .-.u..r a. ,a n. ~ ^ 1. , w , ".w•... , "4., W.:, w.. r a-M .war:. ,~..<ervr ' u+.cr .ry ,+rm„w. w... ti eF' NAM ;.m..n. .¢nr,.,s- y ~ rz,. f bb ~ ~r " ,,,,..~w« .M. ..w.».w- ~W ^'^w,,,,,, n-u. a•.w.,,.. d .F' NW,:r. .V„.. -.,o x. o. w+ .a,..« .,v..., aivcar. ...w ,w.u ~ ~ h`¢
~t { u ..n,ee.v-. ~.w .gun. r rr,w.:,,.... r~. <.rn ,.-nr~w. ..r:'vama. ,.~v ..,..,J .u s ° r. r M..n,. w. w., fir. w M if . ~ .~~"sr . ' 1 inch = 50 ft.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
I REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 X TE N (TENDED RUNWAY SAFETY AREA PROJECT C-7B
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 [phone] FOR THE BORROW AREA EROSION AND
APPROVED BY PROJECT NUMBER BIDDING /
P 4 A D" " I Com";h' KS ON Office Locations: JL S 8032.OO.C CONSTRUCTION JOHNSTON COUNTY AIRPORT SEDIMENT CONTROL PLAN _22
REV. N0. DESCRIPTION DATE 9LE NAME PLOT DATE community infrastructure consultants North Carolina Georgia SMITHFIELD, NORTH CAROLINA
REVISIONS South Carolina v RECORD DWG.

~M. n
.f6 . d
~ :a~ , ~ ; a ~ ~ , ; t TURBANCE ~ dr ~ ~ , , ~ , ~ 4 _ ~ UTA ~ , PHASE 2 CONSTRUCTION SEQUENCE
2W ! z s $ t ~ t g r p ~ ~ N© ~1VRK~ ~E3 P '"',,.;~"d + ~1 r ° x ~ . ~ _ To BE , ~ • ~ t 1. SEE SHEET C-3 FOR EROSION CONTROL NOTES.
' i ; ~ r , j . d DONE "•W:
~ - , ~ ~ . ~ i ~ ; ~ B ~ b ~ ~ - THIS ~ EA ~ r } ssp x " . ~ r ~ 1 fi 2. INSTALL PHASE 2 EROSION CONTROL MEASURES NOT INCLUDED IN PHASE 1.
Af ~ tl ~ t ~ f 2 i ry S'1 _ ~ ~ ~1 Imo-. /I X37 / 1 r. ' 3. INSTALL PERMANENT SLOPE DRAINS AT BORROW AREA PRIOR TO INSTALLATION OF SEDIMENT SKIMMER BASINS
~ ,.F.s ~ ~ ~ - ~ ~z EXISTING ~d; a 3 '3,. r fit : ~ ~ 9 r _ 3, 4, & 5. CONNECT SKIMMERS 3, 4, & 5 TO DROP INLET5 1, 2, & 3 RESPECTIVELY. ENSURE DISTURBANCE FOR SLOPE DRAINS AND IS PROTECT WITH SILT FENCE AND SILT FENCE OUTLETS AS SHOWN ON PLANS.
~ „µv , " ~ ~ /BYRE „ ~ ~ a K..d. rr , ~ f ; 4 ~ r - - H ~ ~ ; s - y AFTER CONSTRUCTION IS COMPLETE AND FINAL APPROVAL OF STABILIZED AREAS IS ISSUED, REMOVE
SKIMMERS FROM DROP INLETS AND FILL SKIMMER HOLE WITH GROUT.
~~T, ~ ~ ; ~ ~ ~ F P IM NT N 1 s , ~ r.~ ~ ROPOSED SED E SK~IMER BAST ~ ``~:,w Q9 4. CALL FOR INSPECTION OF INSTALLED DEVICES.
~ s ~ ~ ~ ~ r~ ~ V ~ (PHASE 2 CONFl(;t1RATi0N'~
O P g ~ 4 r ~ o. ° ~ x ' 3 ~ Via: 9'' ~ I x ~ DISNRBED AREA: 9.87 AC z env, ~ , ~ ~ / ~ . / / ~ ~ ~ ~ C3 5. STRIP TOPSOIL AND STOCKPILE WITHIN DESIGNATED AREAS ONLY. MAINTAIN ALL INSTALLED EROSION CONTOL ~ MEASURES.
~ ;v, I ~ ~ ~ ' _ ~ s ~ ~ y ~ ~ ~°r ~ ~ REQ. SURFACE AREA: 6 8~8 SF f - + ~ i ~ wf s' s, ~ ~ , '2 REQ. VOLUME: 17,3919 SF 4 PROPOSED TEMPORARY DIVERSION DITCh DIVERSION DITCH C 19 y~fif W 6. CLEAR AND GRUB REMAINDER OF SITE AND BEGIN GRADING OPERATIONS. INSTALL DIVERSONS AND MAINTAIN
~ ~ s ~ ~ ~ ~ F BOTTOM ELEV.:134.00 i S ~ + ~ ~ r t d ° ~ - ~ , Y ~ ~ ~ ,yam" ~ , / ~ 1 ~ C-18 ~ ,v=' = ALL MEASURES TO ENSURE SEDIMENT LATENT RUNOFF IS TREATED PRIOR TO DISCHARGE FROM SITE.
$ # ~ ~ ~ w ~ ~ ( ~ / ` WEIR ELEV.:138,50 ~ , - ~ t ; n.,-, PROPOSED . s ( ® EMBANKMENT ELEV:140.00
~ W q a ~ ~ STREAM ' ~ rc ~ i ~ ~ M ~ ~ ti TEMPORARY PIPE: ~ ~ ~ " ~ ~ ~ ~ t ; ` 0 ~ ~ ; r ~ SKIMMER DIA: 3,0 INCH ~ ~ 7. INSTALL PROPOSED STORM PIPES ANp INLET5 AND ASSOCIATED INLET AND OUTLET PRQTEC710N. E: ``PROP'OSED TEMPORARY DIVERSl~N PITCH ~ W
~ - ~ " ~ CHANNEL ( r ~ F 1 P ~ ORIFICE DIA; 2,25 INCH 2O LF~9 5 RC s ~ ~ ~ 'g~ ~ 3° I ~ PR0~05ED SLOPE DRAIN. ;P W ~ `~y 2 ~ 8, BRING SITE TO FINISH GRADE AND INSTALL PERMANENT EROSION CONTROL MEASRUES. FINISH GRADE ALONG
~ ~ ~ ORIFICE INV, AT EMBANKMENT: 136.85 MIN. SLOPE;n 0.50 N ? ` ~ ~ k I ~ ~ ~ ~ ~ SEE 'y~~hHEET C-11. ~ ' THE HAUL ROAD AND CONTRACTOR STAGING AREA SHALL BE RETURN TO EXISTING CONDITIONS.
3~ _ ~ J , 11? ~ SILT FENt~~`, '~.;C-19 9. PROVIDE FINAL SEEDING.
w ~ t : y ~ CD SEAL STONE OUTLET'. ~ t ~ ~ ~ ~ , ,d J ~ a
~ "t ~6. tt ~ ~ ~ ~ ~ ~~I' 'J 'C-15 SEDIM NT FE CE ~ SF' ~ 4s ~ y W 10. CALL FOR FINAL INSPECTION, i i 4 ,.,a
f `t ~ ~ Z 11. UPON FINAL INSPECTION, NCDENR AND OWNER APPROVAL REMOVE TEMPORARY MEASURES AND INSTALL ,.u ~ w ~ F. J
t t ~ , s W ~ ~ z ~ . ~ ss .ass l ~e sF ~ ~ ~ , ~ { ; ' . , des s~ . ~ , ~ ~ M1 ~ ~ ass ~ cF . ~ ~ i ~ ~ ~ , ~ ; ~ PERMANENT MEASURES.
~ ~r,~ ~ ~ ce s sr~ s ~ ~ ~v ~ MAINTENANCE PLAN; . ~
N H ~ R ~ ~ ~S ~ C~ C~ CE G~ ~ 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED DN
THE EROSION CONTROL DETAILS. ANY NEEDED REPAIRS 1MLL BE MADE IMMEDIATELY TO MAINTAIN ALL
f ~ ~ ~ 4. s~ _ , ~ C~ ~ ,~si PRACTICES AS DESIGNED.
~M r ~ ~ ~ ~ _ , o.H ! . 3`. O~ f 2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED
i ~^-~-r...,,, t f"~ a ~ w,
i ~ ~ ~ . • ~ - ~ ~~,4 3. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE SEDIMENT SKIMMER BASIN A5 NEEDED.
f Y ei n ~ 9 • Y ~ ' °i~ ,4 ~ w SS'y L ''a. ^h. 1, - °.'v~r" 4 9,~. r ,r~~, N REFER TO DETAIL SHEET C-18 FOR APPROPRIATE CLEAN OUT ELEVATION FOR SEDIMENT TRAP. _
9e 5 4 1 tf k~~F IJMITS ~ ~ ~ ~ ~ 2 ~ ~ ' ~ 4. REFER TO DETAIL SHEETS C-17 THROUGH C-20 FOR ADDITIONAL MAINTENANCE NOTES ON EROSION 2 t,. . ~
~ ~ 5 ~ ` "e ~ , : PROP y TEMPORARY DIVERSI DITCH 12 f, CONTROL STRUCTURES.
' DISTURBANCE - ~ y # C=1 '4 1 ~ i ~ ~ , n. ~~;a ~ k r, 4 C7 ~ ~ ."a~ 't `~2, d
~ ,4 f STREAM BANK PROTECTION NOTES; i r
$ - ~4,' ~ ua~ t k ~ °4~ 6 ~ ".i ~ ` ` i ,`A ~ } 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A
r OSED TEMPORARY ' ~ . ,S S • - P OPOSED I T K DA~1 (T~'P~, ~ °a ~ PR TECTION t~ PROPOSED TEMPORARY MINIMUM. r r X ' J/ ~ CHECK DAM {TYP)
~ ~ ~b~ ~ ~ 4 ~ .7 ~ ' PROPOS INLET 1 ~ ~ ~.,q„; x ~ 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE TO ERp510N CONTROL MEASURES.
I~~"ti 1 ~ _ t = ~ ~ ~ ~ ; ~ ROTECTI (TYP,) 17 E ~.a C-17 ~ e ~ ~ ~ y 9 ~ t,, f ~ _ 2
J' ~ ,a e @ ~ qe~~1~."~ 4! ~ yf" ' ~ 3. KEEP STREAM CROSSING AT RIGHT ANGLES TO STREAM FLOW. .
`ti, ~ ~ ~x, , ~ ' f ~ ~ ~ ~ 4. STABALIZE ALL DI5TURBED AREAS SUBJECT TO FLOWING WATER WITH RIPRAP OR OTHER SUITABLE MEANS.
~ - ~ ' 5. CONSTRUCTION OF NEW STREAM BANK AND STABiLIZAT10N OF EXISTING STREAM SHALL BE COMPLETED IN
' ~ a, i '2 y 5 ~ ~ "1 a ~ , . i 1 pF k°°` ~ ACCORDANCE WITH DETAILS 3 AND 4 ON SHEET C-21.
* ® "Y'~ ?Zk 'ny` `x ~ a ~ ~ v ty V v 4 L ~S 6. REMOVE TEMPORARY STREAM CR0551NG IMMEDIATELY WHEN IT IS NO LONGER NEEDED. RESTORE THE
'wv. 4 '2. ~ e~ _ 3~ ~ I STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AN6 SMOOTH AND APPROPRIATELY STABILIZE DISTURBED
O ~ ' i PRO SED ' AREAS.
1I/1° ~f ~ DI~,jWRB R AREA:.
l ~ ~ ;
'L f ' g G ERSA & STAGING = 19.00 ACRES ~ ~ ~ I ~ HAUL ROAD = 1.0 ACRES
._u-.,,...+uw. w,,,e.„s. .w.n,...„:.«. w-.+'..q'S... ~ ry m.. .•w ~~y'a. \ ..a ~ ~R ~ BARROW AREA = 14.50 1 ~ TOTAL DISTURBED AREA =34.50
V ~a' ~o\ f ~'1
1~ ~ k,. LEGEND
i v.. „ `3' ~.'t i. ~k ' t
~ ' SYMBOL DESGRIPTION
11+00 - n 12+00 13+OOs, : ~ ti,4+0 00 16+00 17+00 8+00 1 +00 20 1 20 ~ ~ 21+00 ~ , 22+00
a ~ ~ ~ P , 4 ~ olaw~w¦w~o~s PROPOSED SAFETY BARRICADES
4 , ~
.y rr t ~ ~ ° a'~ EXISTING STREAM
~ ~ i n a ~ PROPOSED TEMPORARY DIVERSION DITCH X14 ~ PROPOSED CONTRACTOR STAGING AREA
R I DI~ERSION IS FOR`BYPASS OF UNDI~`TURBED UPSTREAM OFFS~TE AREA. DRIANAt;E AREA
~1 ~ .3°' o _ 5 ~r PROPOSED TEMPORARY b ~ ` { ~ BYPASSED i$ APPROX. 26.54 ~+CRES. GE PROPOSED HAUL ROUTE 4 _ ~ ~ w19
.n ~ , CONTRACTOR 12° WIDE m ' s ~ s , m,.,M.M t 1 2 r z '
, ~ HA191- Rf~lTE ' w~.M . .w ~ ~ ~ 6' fi - ' ~ I CONSTRUCTION ENTRANCE 3 ~ C-19 ~ ~ ~ 2
s I ? ''r 2
1 r43 z ~ ^ ~ ~ ~ s~ PROPOSED SILT FENCE
° e ~ ~ ~ ~ ~ @. ~ ' 1~
. >sji b f9' ye 5~ ,n,.b«,.. ~ a 1 y y~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LIMITS OF DISTURBANCE fs
d e 3 ^ t
Y' ~ b P ~Ar ~ . e ~ 1 ^ ~ OIVERSIOND IS FOR CONVEYANCEDITCH 3'~7 W. EXISTING AIRPORT PROPERTY LINE
y,r„.. :oy 5 r~ 4 n M. • r ~ E ~ ~ ~ ~ ~ OP INLET r ~ S~ORMWATER FROM DISTUR$ED~PROJECT
- a` C~ ~~'E N TYP. t ~ ~ A ~ F x ~ , ~ ~ ~ ~ ~ ~ x AO2EA. ? ? ' ~ EXISTING OVERHEAD ELECTRIC
O ~ ' z ` ~ e, ~ ~ PROPO D TEMPORARY ~ ~
~ ~ F ~ ~ ' ` °'t 4 ECK DAM TYP ~ ' ~ r ~ ~-19 e,~, _ , ,i' ~,~m EXISTING WETLAND BOUNDARY Xti. ~ ~ ,f V ~A
e .e 4 ~ ~ ^`iy~ +h ~ ~ o'~ ~'y~y eta W Y 1.
0`a, ~ a x ' ~ ~ I t" s~'f ~ 1 PROPOSED CONTOUR
~ PROP ED INLET 4 ~ '~ti PROPOSED TEMP ARY~;DI:RN I`FCp - ~ ~
~ , G ~ ~~~Y" ~ ~ f ~~`s s a ~ EXISTING CONTOUR ; am., y y m.,n„
- . " ~ ~ .M. ~ ~ PROPOSED SLOPE RAIN. n s. 3 x,
- m w, ~ SEE SHfET C-1 3 e ~ ~ 'u z, PROPOSED DIVERSION PITCH 19
~ ~ v ~ ~ ~ y.o z
~ ;3 PROPOSED TEMPORARY CHEGK OAM t1
x
w ' , ~ ~ x y M ~ ,~xG °t k 1~ 9 . Sd. `
' ® ~ ~ r TEMPORARY INLET PROTECTION
w ~w~.1 rw~ i j' ~ mm i ~ 0 4 ~ ~ ` ~ ' - ' ~ A•^ . K ~ 2X2 SY.OPE pRAIN INLET
Lg ~ ex ~ ~ fi ~ ® A -z~ A
..~~o. _ ~ ~ ~w f .'"r
..,w a sPEaAI ~ ~ ~ ~ ~ F t °~rrY , ~ "SEDIMENTF~FEN _ `m ~ ~s' ~ rr t _ ,,r RIP RAP OUTLET PROTEGTION C57 y, ~ ~
® fro. m~ ~.rv, ` , ~ . , . S4' S , A t ~ ~ ~ ~ V I ~ ,
h.. C~ SFr, , a' y . , t I ~ t t'~.. ~ ~ ° - x v I . d -~4 , W , ~ r• + ` ~ ~~d~ ,r ` ~RO~ 0 ~ 3O ~ ~ ~ ~ b ~ t,.---1 1 s. t " m » w . WW r r E ~ 1~ p f ^ ~ ~PROPOSEPSF~lEMP~ft~ARY. r~ .r ~ ¦ SILT FENCE OUTLET C-2
" d " CHEGK DAM ,~TYP) ~ d ~ wo 2 r f`"'Y ~ ' xb , s ~ PROPOSED SILT FENCE ~ 5
,r ~ ° r e 'a 1 ° ~ s e . ~ } ® to m - ~ ~ ~ z e ~ a I I ~ d Exls'nNG ~ ~r.
~ µ,a _.K~ r ~ ~ } t' ~ d ~ WETLAND ~ ~ W {yS; ~ A 8 " F Y f ki ~ . ~ i~ .r ~ «r°~ vM .r . . n i • r ~ g s
~ r = . ~ ~ ~ BOUNDARY ~ ~r v . • , W ' J ~ ~ ~ MENT SKIMMER ~ I ~ .f m... ~r,.. ~ ~ ~ " ~ ° ~F "PR . QSED SCI ~ BASIN #2` ~ I ` - a + w~ + ~r ~,..,,.A E r r y .~,>v. 1' I ~ n T
_ i x , ~ r ~ ~ 1 ~ p~, i.~"d~ r e1, s` ~ ~ ~ ~ DI&TURBF~ I~REA: .92 AC" u~ ' , ':.b I ~ F r .rte 9~"" e "..a.o ~ .v . w. . pr
a.. ! i t t e` ,F' d ,s ..p fi I ~ r ~ ~ ~ i 1 y ~ EQ: BUR . ~ , ~ u... FADE A4~EA: "4,94 f{ ~ A ~ • r n x ~ ~ ` I i ~ rr~r . s ,t - ~ ~ ~ ,
Q e , ~ ~ ~ ~ ~ ~,w„ ~a~. YQ~. _12,463 SF~ ~ f p s ~ - ~~~~s } 3 g t = ~ a , , r f'~ ,i t" r. ' r ~ e. 1 r p I ~ ; rY ,r ro" . 1 ~ r : EXI `G ~OTTO1w4n ECG„ 1~.3 00 k ' `a -r1 ~I ~ F'" ~ : E t q q ,v Y~ ~ R ~ q
u~._ ~ pg, " - ,
„ } ~ ~ EM6Ai+IKM~NT ~v 1~ Qo ; y ,ww, f w# ' na .'e ~ F Y ' F 1 br ,,,m M Fd t ~ ~ Y , j~"j ~'Q .u,.. . ~ ~ ~ ~ w J.d' ~ GRAPHIC SCALE
.r r s w ~ ...e.,.-., r,,.,.. 4..i G & r <dr ' ' . (,1 ~ ~ r~ ,3~ . •d~£~ .,~Fi~', 'r 1=~: ~ PR ODD='TEM,PpRARY RIV~R~ON DITCH y411Q „ , ~ ;~l1p , ~ x. ~fs~ ~ F ~ , 00 o z6 60 ~o0 200
~ ~ ~ _ °EMBANKMENT ~#3°4., s ~ ~ ~ •4~, w, ~ > ~ ~ 1 , , ~'•r ~ K ~ ORI~'~,1~11.,~T I . " ' pl i~fONdOF~ ~IV~I T~J~~ D `AREA T0, , : ~ , _ , _ ~ I , r ~ ~ ~ ~ w ~ , ~ T~ ~S x. ,~M, :
o ~ ~ < ,F , . ~ w ~ , i ~ ~ OU'TLET~ A ff ~XI~"11N ,r EAM. ~ ' .v. a 4 A ~t ~ ~ t~ kfi , rt ~ ~ n ~ .M~` a ~ " ~ fiREfY UFf P Q' ~ ~ ~ t ~ ~ r ~ 1 p , w
- „ , . ~ M~"pRf>PC~D ' 4~~,w~`I"REA~!' - r ; , ~I rr, a..
. ~ K, „ ~ ,,,w ,s •p1 .M r'r rF" i fi ....w U~, r d t D E V t ' ,f r, ~ n . 'k w aM.. u`" ,r ~ ~S .C z h." „mow,.,.., xm^+ r . - b. 4: . . r v y,~, ~ d / ~ / n7 E1®1L'p11 ~,a ~ ` 14~ Y"GLd J
T s :,,o-..,. ~ 4,• +i r' a ~ ~ ,r" ~ i.~ t. ~ k,~~`r*"'w!!""r tr t~ N,rv° 3 i A J ~ J'° . ,r n° • a•-~.,. . ~ ~,M ~ . , ,a"= . ' 1 inch = 50 ft~
r r , a'* ti - n ~ v~.ti r .r'"'`' , r gym,, t S r ~ f ~ 0 ~ ~ .o. a`
• , o , a ~ - { ' nom. v~ ~ s ~ - - { C s" ~ ~ t
~ I , .mow a,..,, . , ,~w ~ r ~ ~ `h~~ @ r t" 3 ~ y"r sir t ~ ~ , . A ~54,: ~ 'y. y'
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 EXTENDEE (TENDED RUNWAY SAFETY AREA PROJECT EXTENDED RUNWAY SAFETY C-$
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 [phone] FOR THE
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA Office Locations. J REV. NO. DESCRIPTION DATE RLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT AREA PHASE II EROSION AND
REVISIONS South Carolina _ RECORD DWG. SEDIMENT CONTROL PLAN -22 SMITHFIELD, NORTH CAROLINA
Up UQMZ NQ _gW

r 'r' ` ,~S ~ EXISTING ~ % r s ~ ° ~ ~ f ~ ~ ~ f ~ a. a. , . m , ~xf` 1 ' EXISTING zo~E 1 STREAM eU~FER ~ ~e~~. PHASE 2 CONSTRUCTION SE UENCE
w ~ , F r STRF~IM 9 ?`~e~~~ y ~ ~ ~ f, p n. r ~ ~ ~f M~ F` < ? r : LIMITS Of PUMP AROUND ~ t ~t`~ ° 11 a~ ~ ~ ~ ~ ~
~ ` ~ .f , `s~ ~ ~ , ~ ~ AREq FOR INSTALL~17lON OF , ?e~~ EXISTING ZONE 2 STREAM I~BUFFER 1, SEE SHEET C-3 FOR EROSION CONTROL NOTES, ;r
~ ~ , - ~ ,~E . STREA CROSSING. '°u t~ t,
~ ~ ~ ~ _ ~ a ~ t ` ? ~ ' : , ~ r ~ SEE PUMP ARO~JND DETAIL ~ ~ r , ~ F ~ i~~ ~ . ~ ~ l~~,~~I zr a? ~ , ~ ° u _ ~ ~ s` ON °~iEET C-22 ~a. _ Q J 3 ' ~ "(LAND ~ ~ m~. ? ~ ` >r 2. INSTALL PHASE 2 EROSION CONTROL MEASURES NOT INCLUDED IN PHASE 1, TEMPORARY STREAM CROSSING x 3. INSTALL PERMANENT SLOPE DRAINS AT BORROW AREA PRIOR TO INSTALLATION OF SEDIMENT SKIMMER BASINS
,I I 4 ' WITH 3) 48 HOPE 5 I 3, 4, & 5. CONNECT SKIMMERS 3, 4, & 5 TO DROP INLETS i, 2, & 3 RESPECTIVELY. ENSURE DISTURBANCE
~ ~ ~ ~ ? ~ . ~ ~ ~ PROP~~D 12 WIDE n , C-ZO ~ w°' .,N FOR SLOPE DRAINS AND IS PROTECT WITH SILT FENCE AND 51LT FENCE OUTLETS A5 SHOWN ON PLANS. ~ ~ ~ AFTER CONSTRUCTION IS COMPLETE AND FINAL APPROVAL OF STABILIZED AREAS IS ISSUED, REMOVE
; ~ ` ~ ~ # ~ ' € ~ ~ ' ' 4 .CONTRACTOR HAUL ~ ~ a . `h , ~ ~ SKIMMERS FROM DROP INLETS AND FILL SKIMMER HOLE tMTH GROUT, - a ,e. h. R
} iA ~ ~ ~ 3 ' f ¢ ~ r' ROUTE ~ r l ~ r ~ I ~ ~ _ ~ 4 ~ ~ ~ s' \1 ~ 4. CALL FOR INSPECTION OF INSTALLED DEVICES. j ~
a ,w, ~ ~x ~ y ~ Z ~ I ® 5. STRIP TOPSOIL AND STOCKPILE WITHIN DESIGNATED AREAS ONLY. MAINTAIN ALL INSTALLED EROSION CONTOL
~w { ~ 7 C`19 j ~ I a aEyy 'fly{F i ` °".y - !t' ik ~ , ~ o~ a . ° ~ a., jl t ~ MEASURES.
3 ~F` ~O 6. CLEAR AND GRUB REMAINDER OF SITE AND BEGIN GRADING OPERATIONS. INSTALL DIVERSONS AND MAINTAIN
a...~ ~ I ~ t ° g y k , ~~IM1TS OF ~ ~ 4?, ~ ~ [~7j~ ~ , ~ ~ ~ I s s " ~ : s € 2 z y , DISTURBANCE r M ~ e~ e ~ I e :3 3. t ~ A ? # ALL MEASURES TO ENSURE SEDIMENT LRTENT RUNOFF IS TREATED PRIOR TO DISCHARGE FROM SITE.
f ` y ` ~ i ~ z NO WORK, ~ t ~ e ~ s f o f ~ s q; _ TO BE , 1 7. INSTALL PROPOSED STORM PIPES AND INLETS AND ASSOCIATED INLET AND OUTLET PROTECTION.
.a 9 = t ' ~ I ~ ~ _ PONE
Y P f f L. Y ~ ~ ~ BRING SITE TO FINISH GRADE AND INSTALL PERMANENT EROSION CONTROL MEASUUES. FINISH GRADE ALONG
F® x THE HAUL ROAD AND CONTRACTOR STAGING AREA SHALL BE RETURN TO EXISTING CONDITiQNS.
~ MATCHLiNE ~ -SEE SHEET C-8 °-S 9. PROVipE FINAL SEEDING.
10. CALL FOR FINAL INSPECTION.
W ~ 1.,~ -
~ . „ ~ ' 11. UPON FINALINSPECT10N, NCDENR AND OWNER APPROVAL REMOVE TEMPORARY MEASURES AND INSTALL . PERMANENT MEASURES.
o~ ~.~.µ.~.W,~. 15 ~ ~ SR ~ ~ D ,r ,,,:z~ ~ ~ .,a .M-° - ,
oA M.. s . ' ~.f~;"° MAINTENANCE PLAN:
i~ W .s .w ~ ~J~' ` 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON
~ ~ ti ~ THE EROSION CONTROL DETAILS. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
r m ~ro „ ~ . ~ LL gN »,A ~ ~ T_ „ ~ PRACTICES AS DESIGNED.
2 F J ~ ~ ` ~ ~ ~ ~ °v °N ~ ~ ° ri, ..,yam m, m s.~,,- 2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED
P u...:.. „ .~w,,.u. : 1 ~ OF.
-a, . ~ s i' ,y~, ~ ate, ~ ,r~ r, ,tN ..n ~ 3. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE SEDIMENT SKIMMER BASIN A5 NEEDED. LIMITS ~ ya fie' REFER TO DETAIL SHEET C-18 FOR APPROPRIATE CLEAN OUT ELEVATION FOR SEDIMENT TRAP,
aN aw ~,...Aw x w ~-0 „ , DISTURBANCE ` ~ , " r ~ ,
.M ' ~ r z~ 4. REFER TO DETAIL SHEETS C-17 THROUGH C-2O FOR ADDITIONAL MAINTENANCE NOTES ON EROSION
u _ t ` .y,_ _ ¦ °L a ~ ~ e ~ ,m + eew, rs + ~ i ~ ~ CONTROL STRUCTURES. „F.~, t
® ~ ' ` ~ STREAM BANK PROTECTION NOTES:
~ A 7
, 1 ~ Nib . ~ 3 , r J y a ~ t' a f~~^i 7 ~ f. ~~;',~v ,t P ? ~ ; +'r 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A
~ ®~):`~~e I ~ ~ ' ~ MINIMUM. I b :•i t ~ wt
y , gyn. i , R ;,s,r, ~ 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE TO EROSION CONTROL MEASURES,
a 5 ~ A+ ^v~.. ° E r~ ti ~ ~ ~ ~ ' ~ { t ~ 3. KEEP STREAM CROSSING AT RIGHT ANGLES TO STREAM FLOW.
~ ~ ® ~ ~ = k
` TEMPORARY GRAVEL x f r ~ ~ ~ ,J g ~ ~ ~ 4, STABALIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER WITH RIPRAP OR OTHER SUITABLE MEANS. 43 a- # k ~ ¢
CONSTRUC7~ON ENTRANCE I ~ y, g y ` ~ ~ k~ P 'a~;., ,.d ~`4~ lI ~ ~f ~ ~ , ~ ~ 5. CONSTRUCTION OF NEW STREAM BANK AND STABILIZATION OF EXISTING STREAM SHALL BE COMPLETED IN
(12X100 MIN.) ~ } , ' di + Nw„ ~ ' ~ r ;P 41~ d r A4- ~ 'fin„ .j ~ • <lk t r e - ACGORDANCE WITH DETAILS 3 AND 4 ON SHEET C-21. ~ a ,fi
a ~ 3 F~a ,t a:F~ ~ ~ (il+ ' ` 6. REMOVE TEMPORARY STREAM CROSSING IMMEDIATELY WHEN IT IS NO LONGER NEEDED. RESTORE THE
~ ~ . v s~"" r~~ a` ~ STREAM CHANNEL TO ITS ORIGWAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE DISTURBED r ` ~ ~ AREAS.
r ~ a f t# r ~ ~
d ~ fis f rye.,,: S n n,, r ~ t , p . ~ SDI TUBBED .AREA:
r'1 ~0 ~ s ~ ~ ~ ~ ERSA & STAGING - 19.00 ACRES
a J 9 ! ' r` _ ~ ~ ~ HAUL ROAD = 1,0 ACRES
' ' 3 ~ . _i P~ ` f ~ , ~ BARROW AREA = 14.50 ,„e ~ TOTAL DISTURBED AREA =34.50
a 8 ~ -i - ~ j 3 t Y P F ~'t1 y 7 ` `c ~ f sJ x 2 r d 7 ° Y J F' y ~ Jr ~ ~ I~ pd 4 i 5 F ,a ~ ~ ,
J c:~ ww,. ~ ~ ~ f ~ ` `Y LEGEND
x ? ~ ~ c E' ~ ,
< z x ~ I F ~ r r" ~XS11NG q ys f' jai ¢ ~ ~ ' SYMBOL DESCRIPTION
; ° ~ ~ ~ i ~ , ~ , ~ x ; ~,~n, %WETLAND w.
J , ` # ~ ~ ~ ~ k +B~IINDARY ~ ~ s. ~ ~ r fir, i.. ~ e, ; ' 'Y ®®®®®p®®® PROPOSED SAFETY BARRICADES ~ I ,9 § A V ~ ~ ~ y -
" 111 ~ ~ ~ 1a~,~ s ~ t w 4 ~4 'S ~ rF
~ I ~ § 2 A EXISTING STREAM ~,3 } t ;
P i ~ Vb 1 ~ '6~4~ `F. ~ -
9.v? ..~9- ai .~.me.,. a ~ , ~ e ~ ~ y~° ` ~ - ~ ~ CONTRACTORI ' y ' . , ~ ~ ~ ~ " p ~ `"r STAGING AREAP;_ ' ~ t ? t PROPOSED CONTRACTOR STAGING AREA ' ~ s r
t= : PROPOSED ~ ~ ~ ~ ~,w 2 4 ,y 1 ~ f\ , I ~ ~ ~ E ° ~ I ! i # GE PROPOSED HAUL ROUTE 4
IVENSION ~ y 0 x ` C-19 DI~cM ~ ~
' ~ ~ ~ ~ ~Q y y?.,. a '
° ~°5 ~ r ~ r PROPOSED s 2 , s I ~ i ~ t ~ ' 3 f e 7 ~ ~ CONSTRUCTION ENTRANCE a. F ~ F
° olv~R~oN + 111 5 C, 9 y ~ ` ~ plTCkl 9 „ ~ ~ ~ r`! ~ ~ ? ' I r ~ ~ ~ PROPOSED SILT FENCE 2
E" ~ , ~ 9 t m
F' x i y s Y y 1 k F, C { t :
~ r ~ LI TS OF ~ ' r ,B + ~ ~ ~ ~ ~ DiSTUREJ~ANCE ; ~ 0 ' '°J r r , , 1 ' ~ ~ g ~ ~ ~ ~ ~ - , ~ ~ LIMITS OF DISTURBANCE ° `t,
, g
x ~ J_t t ~ t ~ 1:., 11! ~ ~ Fr f 'r 1 ~ 1 ® w , , , ~ ~ ~ ~ - EXISTNG AIRPORT PROPERTY LINE F F ( S ( l t 1 j eS
s ~ Yx ~ .~l~ t 4 ~ "
Y ~ u PROPOS~~ SILT I ~ .~k ® ' ' ' t k EXISTNG OVERHEAD ELECTRIC ~ ~ i ~ i t
.ti;. ~ ~ ~ 3 f R g .,,,L f $ ! y~' Fps r Y j :4
Horan 9: ® JA M1 " ~ t 1 EXISTING WETLAND BOUNDARY
J ~ 'wu~ l~' f f 1 I ~ ~ ~ t s s fi "
° $ °,E 0 ~ PROPOSED TEMPORARY ~ a 3 ~ PROPOSED CONTOUR ~ ~ 151
a .F=~ I c~ °~~y$ ° CHECK DAM (T1~') 6 ~ 4 e 2 a ~ aG t ' ' ' t
t § i' ~ ` ~ ~ ~ EXISTING CONTOUR y t
f p ~ f'S I t S ~a ~ ; ~ ~ , _ r , ° ~ A~ C 17 ~ 1 i S t +a~
r~ Q~ ~ , ° ' PROPOSED 61VERSlON DITCH ~ ~ ~ Y i ` 19 • ~
~ ;,4,, ~ s ~ ` 1
,k ' ~ ° , 4 PROPOSED TEMPORARY CHECK DAM
fr~ ~ g §nt }Y ,o.f ~ f ~ ~ ~ d ~ ~ ~ ~ ~
~s s ~ ~ ~ , TEMPORARY INLET PROTECTION jg
1 O _ ds ' : ° ~ I
4 s 2X2 SLOPE DRAIN INLET ~2t
F
4 ~ 1 u ~ ; ' F
W ~ G J s ~ y' z ~ ~ , ~ RIP RAP OUTLET PROTECTION c-o7 r`` ~ ~ t € ~
to f ~"y ' 4 ~'y ~ ® SILT FENCE OUTLET C_
t ~ i f.. ~ & x . W i ~ 3' 4 ~ f~ > ~ ij fi ~ 4 2 j k
~ ! ~j ~ " p ? F, ~ ~ PROPOSED TEMPORAR~I ~ ' PROPOSED SILT FENCE 6S
(n .IL : G ~ ~ ~ CHECK ~ AM (TYP) ~ ~ i 9 ~ UMITS OF ~ 9 r
~ ® f r ° ~ EXISTING s' 5~ ~ DISTURBANCE 2 ° ® a f WETLANp Y r
~ ® P`E C-17 F`~ BOUNpARY ° \ ~ F F ~ ~
W F PROPOSED 12 WIDE ~~N ~ ~ y' i
~ ,d TRACTOR H~iUL ° ~ °
J ~ OUTE ¢ ~ ~ - ~ ~ ~ t E - ~ 4 ~ ! ' ~ t *Il
s a _ GRAPIiIC SCALE
°r' ~ s ~ • ~ so a 2s so too zao
R+ ~ of t # n < ,F ~
PROPOSED # ` c' M ~ s f
DIVERSION t r'' DI~'CH r ~ r`' ~ ~ E ` (IN FEET )
F r` 6 ~ t ~ ` 1 inclx = 50 ft,
~ 1 a 4 ~ 4 ° °
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 E X TE N D E C DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS mm~' vw IL 0 JPK JULY 2010 [phone] (TENDED RUNWAY SAFETY AREA PROJECT C-9
FOR THE STAGING AREA EROSION AND
APPROVED BY PROJECT NUMBER BIDDING
PS 4. A D-1 'awt, KSJON Office Locations: J ( 8032 OO.C CONSTRUCTION JOHNSTON COUNTY AIRPORT SEDIMENT CONTROL PLAN 22
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE COrrlrnuntty Infrastructure consultants North Carolina Georgia lina - RECORD DWG. SMITHFIELD, NORTH CAROLINA
REVISI~IS South Caromr, Um a- E-m

~ m. ~ ~ < >ti~ 9 ~ W q.~ y~ ~ ~ i ° S' J;
Z W ~ .~..r, ~ a ~ ' ' - ~ St ° f ~ ~ £ 5 1 GENERAL ~~ADING AND DRAINAGE, .NOTES:
~`f ~ I 1. TOPSOIL IS TO BE 51RIPPED AND STOCKPILED. STOCK PILES ARE TO BE SURROUNDED BY SILT
Y n}q 1 1 ~ S ~r P k5° t ~i. ' FENCE AT ALL TIMES.
T31' { 5 ~ ~ , a S B
t # s s # 4 t End n,' .d ~ ~ t°~t ~ } i j,~ u~, ;i F? x S 1 .I 2 t . ~ 1 ~ ~ .~;1 2. AREA DISTURBED BY CONSTRUCTION NOT COVERED BY PROPOSED IMPROVEMENTS SHALL BE FINE-GRADED AND GRASSED IN ACCORDANCE WITH SPECIFICATIONS.
+ st= ! s e~ ~ ~i i w 7~ Z # I41 A f S ~ "RJ 4 ~ ~ w 3. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH GRADING PLAN AND PROJECT " r'" ? SPECIFICATIONS: a' ,mr.'~~`, . ~x , ~ ~ r~~i ,
- S , ~ I t"M.., 4 £ } 9 1 £ sfi°il ~ I ~ F
e....,---- 4, TWE CONTRACTOR SHALL CALL LOCAL UTILITY LOCATOR FOR ALL BURIED CABLE AND UTILITY " ' ~ 1 ~ ~'rv ~ ~ LOCATIONS PRIOR TO EXCAVATION.
` i ~ I i 77 :1 f,R,.t,,.i RAIN-3 ' ~ 4 t f`' aN SLOPE D ~ ,x ~ a " •~w~' ~ s
BO LFti0~~92 HDPE ~ ~ ~ ~ ~ ~ - ~ 1 5. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY DAMAGES TO EXISTING U1ILITIES AT Np ` ~ ~ ADDITIONAL COST T6 THE OWNER.
~ INV IN ~ 143.50 ' , ' ~ ~ ~ ~ ~ . INV T ~ ~ 0 ~ ~ ~ £ I ~ OU 33.0 "s ~ r,.",m, "sw` yew. ~
< ~ a~°~" ~ ~ 6. THE CONTRACTOR SHALL, AS NECESSARY, INSTALL SILT FENCING, OR TAKE OTHER NECESSARY F~'" MEASURES TO PREVENT EROSION AND SILTATION, BEYOND THAT SHOWN ON THE PLANS.
- DI-3 ~ ~ a ~ " ; o ' ~ s RI~i: '948.00 s I, t " 0 ~
'`~s E i r'Y i ~r i ' '~i ~Igi dtI i~rr i i ~ ~ ° ~ x~ f ~ ~ PROPOSED LIMITS OF ` 7, PRIOR TO FINAL INSPECTION, DISTURBED AREAS NOT COVERE6 BY PAVEMENT SHALL HAVE AN
BORROW AREA ' a` ESTABLISHED STAND OF PERMANENT VEGETATION ANR A LETTER FROM A PROFESSIONAL i„ SEEDING CONTRACTOR, STATING COMPLIANCE WITH SPECIFICATIONS AND PLAN FOR ASSURING
~x I ti : n # ~ , , ~-21 ~ ~ DISTURBANCE a. • ""'ri F. ESTABLISHMENT OF VEGETATIVE COVER.
~S "+r 1f # ~ ° c s r ~ I i "~"~,.,v i a~ i ~ i is i rr i ~ i 6>~r'S°. w' t - t - ~ ` ~ . GE 8. ALL SITE WORK DEVELOPMENT TO CONFORM TO THE LATEST EDITION OF THE APPLICABLE LOCAL
, E i 9 s" s , a tm,. „m .r,.M.~ ,.m„ . ~s m u ~ .,,..z ~ Nc,~ ~ w . p . ~ _ ,,.r ~ t Y t s,? s a, s x s i~ ~W i am, i.~ re 1 i• ~-Lri i r i ® ~`m~ GUIDELINES AND ORDINANCES AND THESE PLANS AND SPECIFICATIONS.
4 e o .v< _ rf ~ :.N ~ ,,..:s a.. r V _ p M ° . = i ~ " 6 a S ~ , F ~ ,n, ..nnn,. ``auk a ,,:m vv.. ~r.,,e ~ vi ~T ~ ~ ~G~ ~ 9. ALL FILL MATERIAL SHALL BE FREE FROM ROOTS, TRASH AND OTHER ORGANIC MATERIAL.
} i 1',,y ~ ~ ~ d y kt ~ i 5 ^,~.r. f r v w„, am..,, § ~,.m"' ~ F ~ F f ~ 4 b 1 ; L~, 7~4j ~ ~ 3 ~F rr ~ `~"~°w O ~ ~ 10. ALL FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
1~,( V , h ~ t f ~ = jk C-17 R!P RAP a i I _ ~ _a , ~ ~ ' ~ 11. TWE CONTRACTOR 15 RESPONSIBLE FOR CONDUCITNG HIS WORK IN ACCORDANCE WITH THE
OUTLET ~ ~ ~ i ~E° ~ 3w,nw ...m ~ ~ ~ ~ ''~E f
PROTECTION 3 ' ' " , ~ ~ ~ i ~ , OU'tt.ET-3 ~ ~ t . LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH
S, s ~ a t `s, ~ 1 € ~ , ~ ,~w 4 e e el,~' : - ~ ADMINISTRATION (OSHA). ` .M. , 1 G f
a 3 is r t,. a ,F f U i v s S t'` , d' G i x$ F s e O.N ~ 3 r~ si a s r k ° v ~ } tFate / GE ~ - , ~ ~ ~ j 12. WHEN WORKING ADJACENT TO THE RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL EXERCISE
, r .~"r , ®y.~ I ~ ~ ' CAUTION AND PROTECT FROM DAMAGE, ALL EXISTING AIRFIELD LIGHTS, UNDERGROUND CABLE P G~ AND OTHER STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, AT HIS EXPENSE, ANY
gg ° ~I x # p t f, 4 ? 5 f a ~ r E i d 2 I DAMAGE TO ANY STRUCTURES TO THE SATISFACTION OF THE OWNER.
1 r S t- ~ s i `"F, r~ 3 ~ ~ ~ 13. CONSTRUCTION ACTIVITY IS NOT PERMITTED WITHIN THE RUNWAY SAFETY AREA WITHOUT PRIOR
k ~ ~ a ~ ~ ~ i . & M i .4 q ~ ~ ~ t,z~~ 6 3f r M NOTIFICAl10N, APPROVAL BY THE AIRPORT OWNER, AND COORDINATED THROUGH THE RESIDENT
i r ° ~ ~ ° _ ~ r _ ~ ~ a. ~.H~ PROPOSED 12' WIDE ~ PROJECT REPRESENTATIVE. CONTRACTOR HAUL
ROUTE 4 ~ 14, SEE SHEET C-19 FOR GRASS SWALES DETAIL AND TEMPORARY AND PERMANENT CHANNEL LINER
s ,.tih~, `I } . s a ~''f x SPECIFICATIONS.
C-~9 'I:
367 _ ` s 4 # ~ P ; ; ~ ~ " q ~ . R ~ .f ~ 4 9 R ~ ~ ~ t . t ~ _ r' ' , 15. PERMANENT EROSION AND DRAINAGE MEASURES SHOULD BE INSTALLED WHILE TEMPORARY ~ MEASURES ARE S11LL IN PLACE. ALL DISTURBED AREAS MUST BE TO FINAL GRADE WITH
l ° 3! ~ ~ Y I P q I ~~Y.~~ y n ~o PERMANENT GROUNDCOVER ESTABLISHED PRIOR TO REMOVAL flF TEMPORARY MEASURES AND ~ ~M~°,~ - GROUTING OF SKIMMER OUTLETS. r F - ~
&`d i r #i F r ; ; .,a. 4 s` fr ~
' # E t % st~ x .,d„ n 1 3 ~ ° 3 °c.,,.x 2 w~ . e ~ ,
A s ~ = r ` H. .,r«,.. a .,,.K ~ t ~ ~ v jf4 t. ; ° y a. { rH ° _ i , 3 , ~ I DISTURBED AREA:
t ~v f l E i n w° I j Tye $ i # Ps ~ 5 55 r _ B M 1 ~ ERSA & STAGING = 99.00 ACRES
F£ 6 k c~ t mnx...-, 't fi `ry. ,inxn .•d re ^ i t R / i H F ~ ' .w r` n. Kw . u,a :1, ~ u, ' y tt i s ~ S ~ , s 6 ~ HAUL ROAD = 1,0 ACRES BARROW AREA = 14.50
9 G l 3 i i x 9 ' ~ , 1}. ~ 6 - fr r . °~,W m w ~ m.. `ti ~ ~i y~ e. a' , .fl ' ' TOTAL DISTURBED AREA = 34.50
e t k r wr c
3 ~ - Y t ,A 1 'i, X LEGEND
a _ y ~r
c - tS »w ' ~ ~ ,f t ~ r w SYMBOL DESCRIPTION
5 ~ ; ( ~ w { t 1 ^ ; C F _ 35 Y 0~c ~ Wffs- y.H"~ ~ n~ tl ~ ~F t ~ M~, 4 ,j ~ t f 1 ~ x r} " 3 r ,t~ n ,~k ~Y ~ q V ( x 5 r''
c , C-17 RIP RAP g ~ t ,y ~ ~ .>a ~ - d° ~ ; ~~"~~~~~~~~~~~~~~~~~~~~~"~101~1°~~!~!+~~ r,"w ~~w~~w~w¦ PROPOSED SAFETY BARRICADES
OUTLET t ~ s ~ ~ ~ 4 t { I { ~ ~ ~ ~ , t 1 b PROTECTION ~ , ~ , < I ~ ~ ' , _ E A• "
OUTLET-2 , ; k ~ . a' ° ~ ~ ~ ~ ~ ~ # ~ _ ; ~ ° ~ ~~f k y ~ Y f ~ $ 3 + f I ~ DIS'Q y 3 ~ xA- f9 # t ~ ~~m ,;~°`e°", , j d g ~ ~ q''`, x ~
{ , E `+f' ,MU . , m : i d ' f 4 6 R48:00 ~ ys'~ ~ PR - Y [ E ~ . ~ ri ~ a fy" PROPOSED CONTRACTOR STAGING AREA
~11 ~ ~ s !T , € ff {S _ ~ ~a'~~ '~e, 4' t a,, F,;w"°^ s a d I -w. ~ t , a i ~ ..,1 ~ ~ ' ~ I
r . Y' ' f ; I ~ ty'A's ; #d i~ f k , Mw ~ r . ~ r'' .d o. , ' i G~ PROPOSED HAUL ROUTE y9
- a ~ x.~~ I ~ ~ ~ _ ~ F'ROR' ECG ~ , .F a~i e/Af .£Y`
n ~ y f % r I # ~ ~ .>fi Roy ' CONSTRUCTION ENTRANCE 3 ~ ~ ,
1 I E ; # E ~ i . .3 y F ~ e Fr ~ x,,, ~,u ~ .>u' P f t ~ I I F F
F ~ ff ~ , ,f~ £ M~ I r ~ i k ~ ~ r - ~ , i ~ ~ I ~ti SLOPE DRAIN 2 ° 3 ~ ; ~ ; d F ~ ~ ~ , ~ ~ , ~ ~ - ~ .4 ~ ; ~ PROPOSED SILT FENCE 2
1D8 LF aF 15 HaPE { ~ . ~ ~ , ~ _ ~ x~~ ~ A - ~ _ ~ + k ~ { . x ~ `
INV IN 943.50 ; ` ~ - m. ~ a ~e r E ~ INV°w0U7 - 128.MM ` ~ " ~ ~ ~ ~ ~ ° ' ~ ~ _ ' # € ~ ~ W ~ r fd F e 3 ~ ~ S t~ tS ajd , ~f t r r ~ i g 9 g I ~ " ~ ~ ~ ' : " ` ~ ~ ~ e ~ ~ ~ ~ LIMITS OF DISTURBANCE rv ~ 4 0 ~ 4 ~'S Y
r n t } r ~ 2 ~ . 3~ 4~~i, d t
l/~4~ ~ i, 4'~ f ~ a` T # fe, s i P r S ~ t i j } S S~ I O ~ ~ ~ ~ ~ ~ 1 1 ~ N~w EXISTING AIRPORT PROPERTY UNE x I ,
x} ~ s f I x t a ( h e ~ f i~ 4 t i t~ ~ E . 2 E 4 j '.A.A~ I~ Nnn I t 5 yt 1 # y i f. ~ 4 F - t ~ k I ~ x ~
} ~ S y I 1'9 V~ _ P I u ; ~ 4. ~'4 ~j $ ~ ~ r g ~ s ~ js ~I~~sl ~ ~ EXISTING OVERHEAD ELECTRIC ~ ~ ~
o ~ 4 = f e ; j j i~ (f b°.,. ~ £ s' 9 d { j ~ S zs x'i. °3. z # ~ d t E _ ,r ,
S y ,t t ,ski a ~ ? j; s ~~i • xt 4 4 F - f „ i g ~ a'f t 4 i d£ _ F ~ F ~ ~ , EXISTING WETLAND BOUNDARY
T ~3 ? i r a Y T t
"r. r, u s f; P ar ~ r E ~ ~ af~"° ~ ~ ~ ~ ~ a r ~ ~ PROPOSED CONTOUR a a~' ~ ~ =r
b, ~ ~ a ~ r E ~ ~ s r r : t fy d ~ is
I 5 x , ~ I. 33 g { , ) ~ EXIS1iNG CONTOUR
,31 s 7 ~ § j ' ~ '°",xa,. ~`g , ~,p w. t 1 g i £ s x~ f I, ~ , € s h s 1 , 4 x, a I a"s .r r~'' , r .
~~ti ~ ~ _ I 2 m~ E ? _ r n r h e; s t# x c E t a rt i d i ~ i ~ a a t° a t ~ " y ~ RIP RAP OUTLET PROTECTION 6 ) Y ,
36 / 9 fi? = r ~ r f E W,,.a.,„ ,'"p % i d f 7 ~ 1 £ ~ £ 9 o~ ~ ~ t~ ? ~,C ~,r
k ~ /y~~, 'x.. x- ( ~ ~;~4# I'r £ 6s#7 ~'E ~ 4~~ .~,J~ S € ~ f % ~ ~ d ~ ' , E7 I ,1 ids"' A.s ~ r, 2'X2' SLOPE DRAIN INLET -21
4 , a d ' d r f ~w r 4 A
~ , - I i t , n, 1` i i 3 _ P e ~ 1 t f , ` !y1 c ~ P ,3 E F ~ ~ f ~ m PROPOSED GRASS SWALE C-i x
~ F ~ ~~4 ~
i 3 s~ !j a G 5 E g £ ,w aR~ ~ t s r, , i + , r $ i , e , 1 r' ~ P a~f ° ~~a r r t~ s 1 t Ir ~ 9~ F F .F' ,i ~Y
p' 4 2 I V P gat a9 F ~i e~ fi~i - .,ry a~ w ° '
f , t' r 1 f . $ a s i d f ea q Y k s r ~ ~ r 7 Jk & -k # u It yM~, y ? S'' fa'' t ~ 1' ~t '.F A f ~ ~F ~ d J
.4 i o ~ ~ 7 i e ~ # a s i i 9 S s Ed',,' l ) ~ x ~ '`4~~:„ - ~ u «..,b ~ I n ` 4. w., r
' ~ i 4 t b :f ~ , ,,,,z d . _ "x f- a w, a~ ~~r ~ ~ ~a r . p'~r i ~ i ~ F d x s ~ gad r ~ p `t
I n~ k n - i r C s t u x i d n t,~ '4y s ..~,«°,..e k-t, ~x-F ~ a~•rr r~ i ~1 s, f
.°N,.,w. ..v ~ Ham., °~tiw.~ _ ova. ~ n, .:„w 1 ~ f r,# ~ ~ ;j ~ ~ ~ p a~ ~
~ wn . i( s i 1 y 4 v 6 ~ 4. a ,wa, H n , „ y ~ ^a.. ~ ro a n s ~~>Ww „
- - w..,. ( f R > S 6 i E ~ , i 3 T '4 4 ~ 'S~ ..a,;."~ . ,g~.rt ..m,. „.,..u„ _ ,.ar , ~w.,. „ r Mme..., ~ f ~ r
,u , , , I m Y . . I ' , ; ~ ~ ~ , , ' ~ < ~ -~~.RIi~.. X42300 ~ _,r , ,~mM ,x . ~ . .~W,, m, a~..„µ.~, .~M..., , n,~ +t F.x'~ ~ ~ ~ ~ r " ,
t - t i 3 t ~ 1 u , 'w,... w w, " ,...:.,r-., :.o_ tl µ ~ o-, Mo.< w..w ....,,.a { 1 ae
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em , of 4 n h _ °'°w4 'j # l " ~f r , ° i ~ i k~ ati Wr i# ~r i :~M ,i ~T "i A 1 re ~ °w., >F ~ a ~ f ~ ~ ~ t,s ~ 3 P ~ ,
~ ; < , ; , . _ e 4 ~ d d z art s ~ zr ~ 9 ~ F
r I } f .,ter. ..w„>„ ~,.,..m .,,w. "'E f, 3: ~ , ~ , , a , P t ~ T ~..w _ t f 1 z ~ 3 s" to t9
pro a a,u , ~ .
5 , , , ; r , , : 3 . b .s .w~ m , u„._,,, M . w:u ~,x ° r. rar a.n.,l..r bt. RIP RAP y . ; r . .:w;y,. ~ ~w~ w ~a~ ~ rni.~.,i ~.,t,"?:16~!!., ....M„ , . i i Y . ° s t .A .,u~ y 11~IYMIII I !R~ ~°-L' »...w.,, .a.:-:.... ..N.,.,. _.,m,..,, ..,w,.w., ,.,,P..,~, .,,~.Gp-, - ; a-, ~ m _
C- 1 ~ f 1 . y v # ~ ~ rv :m.mr«. .wcw,w u..a.P, .m,« ~ m° u. ~ 1 ~ ~ ~ ~ 1 ~ t*~ a . n > : w. . , M.,r e v... , ,x , r., - ° OUTLET s # s , i ~=rr~r`~ ~ yrr•>"ur~"'f ifii i Rv i M~J„~ a<., ~ . , j. ~ s a , i i aiM`r-'~~r^id! i ~yr^~s•t ^li i e~~~-wl~ ..w,.~,. x,,, . _._a..., ,.z,M_M . __,.m _Mw , . . _ , S r ~ ..,,~,.v, PROTECTION ; ~ , ; , . { : s a s~W.w< b,,w.a: . ~m..~ w. ~„M:. ~ ~.,F . , w_ ~ w v,
OUTLE , , , " ~ . ? , ~ t a _ .a, ~ ~w, _ m ,A .mM~ ~~r N,w~.. M~,~ w ,a. . ~ .,..m . 2w
x } , 5 ,.x: v~,re.., u.r,a... +-evmw .v~...w.« w:.. xv, w .v m.>.. m.,eewr, w,un.v ..c. n, e. m ,v-nw ..vn.,. r vo...,...,.x.,. ~r ..w,... , ..eun .>.nr.,. ~ ex, x ,o* off n ~ E~ s,
SLOPE DRAIN 1 >~,M,, w..~,~. P 3 , ; , .~.,,m,. M ~s_.,,M. w .~w~ , y , s d F 1 ..u..,....,. ,.~mw.o-,< ..v..,.<. ~ .xe..,,,.. e.. ~ a . u, a-,nn..u. 191 1 HDP . , , , ,x~.r,,,: ~ ~ :.h, r.~_ ,~w~ ,~.ww ~ ..,..u." , Lf OF E . n s.,~ . w,.. ~ GRAPHIC SCALE
1 ~ K, ...n.. w..u ,erw,~ . n..,..., n.,wrcw, v ....r, a~,.v> ,...m x.r. _ R..-, .:u, ,n .re .x+n-,....nwuo . r , x.n_vv v.v_u ,m . x.nwm n ~ +x ~ .v [ v i 'v. „ ,x:, ,w. w...r. .n.r ~~r .:...w .m....t ,w ww.n .,,r o.w.. _w-.,. .e wru .n .,..x., n.,.:s- ..n.,. r INV IN 943.50 _F.,r~. ,,.r~. ~ w W, a~.... - .N.....,. ,r. , ° WETLAND BOUNDARY ~ ® ~ ~ ~
INV OUT - 127.00 ,o-.~.M.. .,.,.,,m ~ ,~w, rn, w~ w.,.m.,. .w~,., ~ , ,,.~y N,~.. C 21 ~ ,..r.,.. a , . ~,w_ v .v_ M.~. _ m. . ~ ~ ,,„w,.. re . „.~.w, F ~ n
,,s, „.,n ~ _ . ~ ~ , - , r w..v.,, .wo a .<n ~ o
,em,a,~ rM ~ } t i, ..»u...: _ ..u.x. v. .m ..,w ~vs..: a..rn. , rr. ~..wn r. p ~ ~ ..v«+.ror_ , m u rmn rex ,w anvuv .v. w. nw. ~ iiN~+z bGi' . s m r . c°. -w... S , »,nxw .wx ? mr„~.. sn i,. ,~,uw..K,.. .~.ru.. N .s+ ea ...rm-.. er:..r v,a,eu^. i S .r n w,..ti .,.w,. e . r,. ,.....:MU.w. w:a n n'n e ~ wi. y r a . ~ r 'S ~ Y. v. .,v. .,,+,.wu: nw.«,.. u-a,ra::.. w ww m 'S,,
ka, -.rr..; .,mow. r,,,, .ur~r Knf ~wun.,. mm.v+? w mr,w,w ..w+ a w a<. a, ~ ~ ~
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~o~~ ~ ~ ~~~r~IN~ oNLY
[-,CRT ROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE 4 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 AS SHOWN SUITE 110 ------EXTEINIDE1 {TENDED RUNWAY SAFETY AREA PROJECT C-10
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 11Epw-M%vw [phone] FOR THE BORROW AREA GRADING PLAN
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA WD1k.;K%1q>%W0)N Office Locations: J( REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT -22
REVISIONS South Carolina _ RECORD DWG. SMITHFIELD, NORTH CAROLINA
-

aa" f
~ ~ ~
3 # F ~'ti ~ GENERAL GRADING AND DRAINAGE, NOTES:
~ ' ~ RQ 0 D~ ~ L, / ~ I ( PROPOSED ZQNE 1 ~ e" b~ ' ~ ~ . ~ ~ I ~ 4 ~ , > ~~t rti~~ STREAM BUFFER ~ ~ ~ 1. TOPSOIL iS TO BE STRIPPED AND STOCKPILED. STOCK PILES ARE TO BE SURROUNDED BY SILT
g ~ ~ 5 0 ~ + ~ ~ ~ ~i & ~ ' ) ~ PROPOSED LIMITS OF ~ ~ a a s , ~ $ a's "s $ g T" r . ~ 'Ph ~ FENCE AT ALL TIMES.
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ a ? DISTURBANCE TYP ? ~ ~ ~ S ~P~ 01V ~ ~ ~ ' _ ,a~ a~ ~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ' ' ~ n ~ ~ / ~ PROPOSED ZONE 2 ~ ' t ;l ,a 2. AREA DISTURBED BY CONSTRUCTION NOT COVERED BY PROPOSED IMPROVEMENTS SHALL BE
M R 9 ~ ~ ~ 3 ~ ~ f Y ''1 ~ / 6, ~ r ~ 3 ~ ~ ~ ~ ~ ~ ~ STREAM BUFFER ~ SLOPE ORAIN V- ~ FINE-GRADED AND GRASSED IN ACCORDANCE 1MTH SPECIFICATIONS.
,-~j , r P~ ~CULITI ~ f ~ SLOPE DRAIN 9 22 LF OF 12" PE 2" HpPE ~ _
( ~ ~ ~ WINGWALl. T~.}A ~ I 32 LF OF 12 HDPE INV IN = 142. , ~ ~ 9 , ~ ~ } ~ ~ ~ ~ / / RIP RAP ~ ~ INV IN = 145.00 INV OUT = 138`.00 5~ 3. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH GRADING PLAN AND PROJECT 2., ~ 138.00 ~ ~ SPECIFICATIONS.
~ ~ I~ ~ 3 , s F INV OUT - 13$.00 ~ ~ ~ ~ ~ 4 , ~ ~ ~ $ f I PROTECTION ~ - t '
f ~ a t§ ~ ~ ~ ~ e 4; / / ~ OUTLET-$ ~ ` ~ pp p y ~ ~ q 4. THE CONTRACTOR SHALL CALL LOCAL UTILITY LOCATOR FOR ALL BURIE6 CABLE AND UTILITY ~ ~ ~o 4~ LOCAT10NS PRIOR TO EXCAVATION.
F t z ~ 3 I ~ _ ~ II ~ 3 ~14 S f Y - g - 1 by ~ f, ~ s ~ ~ i ~ ~ a ~ ~ 'g W °s l~ ~ - ~ ~ ~.OPE t~RRAIN 7 SLOPE DRAIN 8 RIP RAP ' 1, ~ ~`"°Ma 5. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY DAMAGES TO EXISTING UTILITIES AT NO
,u~ ~ 3 's b ~ ~ ~ ~ i~ 1 ~ ~ ~ g ~ x. n ~ , ~ ~ 71 LF 12 HDPE ~ 38 LF ~ 2 HDPE ~ ~ t. i ~ ~ ~ PROTECTION ~Z ~ d s ~ 'sg a ~ I ~ ~ a I ~ OUTLET-10
+ ~ INV IN 149.50 ~ INV IN = 147.30 ~ ~ ~ ' ~ ~ ~ . ~ ~ ~ V = 1 7 `INV OUT = 138.00 1 ~ • ~ ~ " ~ ~ _ ^ ~ . t IN oU 4.50 GRASS SWALE# E ~WALE`~ E ~ " ' ~ N ADDITIONAL COST TO THE OWNER.
~ ~ ~ ~ } s ~ % . ~ a, ~ ~ 4 # f { ~ 9 ~ i ~ ~ ~ P~ A { b A r q 4 F \ ~R ~ ~ r- 6. THE CONTRACTOR SHALL, AS NECESSARY, INSTALL SILT FENCING, OR TAKE OTHER NECESSARY '~.M ~ MEASURES TO PREVENT EROSION AND 51LTATION, BEYOND THAT SHOWN ON THE PLANS.
b~~w ~ 3 ~ ~ ~ ~ ~ ~ ~ ~ g ~ ~ . r' RIP RAP ~ '~,M r x ~ ~ ~ ~ . ~ PROTEerIO U
~ ~ ~ ~ ~ a . ~ a a ~ ~ OUTLET-9 ~ •r , r„ i J 7. PRIOR TO FINAL INSPECTION, DISTURBED AREAS NOT COVERED BY PAVEMENT SHALL HAVE AN
~ H ESTABLISHED STAND OF PERMANENT VEGETATION AND A LETTER FROM A PROFESSIONAL ~ ~ ~ ~ , ~M~ l W SEEDING CONTRACTOR, STATING COMPLIANCE WITH SPECIFICATIONS AND PLAN FOR ASSURING
~x 8 ` ~ 4~ 1, 4 t ~ ~ u ~ ~I; ~ ~ ~e ~ ~ a ~ , s i' ESTABLISHMENT OF VEGETATIVE COVER. CE ~ ~'autarr~ rir i'~a
~ ~ 't ~ ~ CE ~ ~ 7 8. ALL SITE WORK DEVELOPMENT TO CONFORM TO THE LATEST EDITION OF THE APPLICABLE LOCAL
~ z ~ ~ ~ ~ ~ CE ~ CE d W GUIDELINES AND ORDINANCES AND THESE PLANS AND SPECIFICATIONS.
~ y F CE In 9. ALl FILL MATERIAL SHALL BE FREE FROM ROOTS, TRASH AND OTHER ORGANIC MATERIAL.
~ ( ~
y~ ~ ~ p~Y f ~ ~ ~ 10. ALL FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3 ~ ~ ~ r ~ R ~ o ~ .a,.,, ° Z 11. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS WORK IN ACCDRDANGE WITH THE
~ a o~ ~ ~ J LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ~ ~ ( U ADMINISTRATION OSHA).
~ e • ~ ',e,~* ~ "
~ ~ .,g ~.`~WALE 1 GRAS SWAL ~ _ ~ .o, < a # G S SWALE #1( SWALE C M,~h ~ ( ~ 12. WHEN WORKING ADJACENT TO THE RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL EXERCISE
- ~ ~ CAUTION AND PROTECT FROM DAMAGE, ALL EXISTING AIRFIELD LIGHTS, UNDERGROUND CABLE ~ AND OTHER STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, AT HIS EXPENSE, ANY
- n ~ ~ ~ m 9 •I ~ °5 - ~ DAMAGE TO ANY STRUCTURES TO THE SATISFACTION OF THE OWNER.
Crt Y 4 , ~a~'. s ~ RIM: 149.50 ' ~ ~ w ~ ~ 13. CONSTRUCTION ACTIVITY IS NOT PERMITTED WITHIN THE RUNWAY SAFETY AREA WITHOUT PRIOR
~ ~ ~ , ~ ~ ~ ~ DI- ~ ( ~ NOTIFICATION, APPROVAL BY THE AIRPORT OWNER, AND COORDINATED THROUGH THE RESIDENT
F ~ • ~ ~ ~ ` ~ s ~ ` ~ RIM: 4.00 1 ~ ~ ( PROJECT REPRESENTATIVE.
~~0q , ~ 1 0l 10 - 14. SEE SHEET C-19 FOR GRASS SWALES DETAIL AND TEMPORARY AND PERMANENT CHANNEL LINER
w ~ , , ~ ~ RIM: 151.0 ~ t a, `W~t,~;;~. ~ CV=21 RIM: 147.00 n ~ b" . ~ ~ ( SPECIFICATIONS, ~ ~ ~ i #a
1 ` a~ ~t` ~w ~ ~ _ ~ 15, PERMANENT EROSION AND DRAINAGE MEASURES SHOULD BE INSTALLED WHILE TEMPORARY
1 ~ ~ ~ ~ ~ C-21 rv„,~" MEASURES ARE STILL !N PLACE. ALL DISTURBED AREAS MUST BE TO FINAL GRADE WITH
N R A - ~ ~ ti, ~ ~ ~ ~ ~ ~ C-21 GRADING ~ ~ r ~a"~ - PERMANENT GROUNDCOVER ESTABLISHED PRIOR TO REMOVAL OF TEMPORARY MEASURES AND W ( GROUTING OF SKIMMER OUTLETS,
r ~ ~ ° ~ ~ , b : ~ ~ 1, ~ j Q -
e , n ~ 's, I • ,a ~
E CONTRACTOR "'S1~ALL°~ ~4 ~
PROTECT EXISTING ~ ~ ~ ~ ~ ~ y h 3 ~ ~a ~ ~ e ISTURBE .AREA: fn~,w~.~,~ r
BLAST PAD FROM ~ , ~ P PROPO 620 L.. OF 3 1 X7' BOX LVERT DAMAGE I ; _ x CUL T~ 0.27 g a I ERSA & STAGING = 19.00 ACRES
~ R ,4 ~ NV. IN = 4.18 1 HAUL ROAD = 1.0 ACRES ~ BARROW AREA = 14.50
.~..u. _ ~ ~ I V. OUT = 2.50 _ ~ ~ " ~ e C 5 ( TOTAL DISTURBED AREA = 34.50
~4, M ~o~ ~ I ~ ( PROPOSED LIMNS OF
4 a ~ a a si ~~DISTURBANCE (~,YP) LEGEND

_ . _ _ . ~ " ~ ~a, ~ i ~ ~ ~ ( ~ ~ _ I SYMBOL DESCRIPTION
<
:~....._....___1 10-kO~0.,;,~ .~~`~a 11+00 ~ 2+00 13+0~,, . 14+0 44 16+00 17+00 8+00 1 ~ ' ~ +oo ~ 2a ~ I ~1+ao ¦~~~¦~~4¦ PROPOSED SAFETY BARRICADES
g~ a ~ d ~ n ~ ~ ~ ~ a n I -
„ ~ . , . _ e 's i4 ~ ( ~ PROPOSED CONIRACTOR STAGING AREA
~ 4 ~
' f ( „END RSA ~,,,w,, GE PROPOSED HAUL ROUTE ~s
e a. ~ GRADING
tt, e ~ i ~ ( STA: 20+2 3 A ~ ~ ( ~ CONSTRUCTION ENTRANCE 2
END of EXIS>7NC m~~ ~ ~ ` ~ ~ , t § 6 & ~
~ 3 If
~.~w -,d .m~~ ~ ~ ~ ~ wm ~w ~ . ~ w. ~ ~ ; ~ - ~ - ~ PROPOSED 51LT FENCE p I ~
~M _ ~.,..w ~w~w .~a.. ~..m" ~ ~ ~ `~t LOPE DR -4 ~ p I ~ ' Y s 61 LF OF 12° HDPE ±
4 ~k ,a~~ W_w_ " <~`r` INV IN = 14 C-21 ~ ^ t q 5.25 i s„~~. " I.' ~ INV OU = 143.0 i ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LIMITS OF DISTURBANCE ~t
~ ~ ~ i ~ ~I
` / ..~~a J ~ ~ q R. g:, ~ ~ ~ ~ EXISTING AIRPORT PROPERTY LINE
, ~ r a b" ~ x W ( ° ~ EXISTING OVERHEAD ELECTRIC
i '
a ' ~ 's ~ ~ § 1 ~,~~,o~~„~ "'R ;xi i 4,~@ PE DRAIN ~ ~ ~ 4~ ~ I
~ ~ s'' fk~ -i a ~ " , ' ` ~ . 2 LF OF 1 HDPE ~-21 ~ ~ ~ e EXISTING WETLAND BOUNDARY
_ ~ ~ ~ z ~ ~ ~ § INV IN = 2.90 s 1
~ ~ ~ • ~ ~ ~ " ~ ~ INV OUT 137.00 I ~ ~ ~ n .a` . a ~ • - R ~ m,.- ' a ,SLOP DR ° ~~s, ',fl° l~~ a~;. i ~ ~"5 OF ,SLOP DRAINp 6 -21 ~f ~ ~ F~ ~ PROPOSED CONTOUR
~5 OF 12 HDPE s ~ ( ~ ~ I IN = 140.50 £ I ~ .~w EXISTING CONTOUR
~ ~ ~ ~ ~ ~,a .147.40 s ~ N1~ OUT = ~ ~ ~ ~ ~ ~ C-21 IM: 1A5. N1~ OUT = 137.00 ~
~ ' e;; ti b ~ PROPOSED LIMITS 4F - ~ ,a°~ °^ry >
DISTURBANCE (TYP) I ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ 1 RIP RAP OUTLET PROTECTION .17
_ ASS ~W ~ ~ ~ ~ ~ ~ ~ 'p ~ GRASSY SWA ~ ~RAS54 SWAL ~2C ~ ~ I
~ ~ ® 2'X2° SLOPE DRAIN INLET ~21
~ ~ E ~ ~ ~ ;
I } PROPOSED GRASS SWALE C11
A~
1 t ~d. ~ S . ~ f >
~ ~ 9 ~ 3 ~ a
~ ~g ~ I ~ ~ ~ ~ ; ~ k ~
- •M.wr 1 ~ ~'AS ~ ro `"tip s' q ~ ~a~ ~ ~ ^+y~~ ~0 ~c
. ~ ~,A._ m~. .m~~~. ~ ~ ~ ~ _ ~ ~ ~ RIP RAP
„ <-~w ~ ~a - ,-,m, m,~ ~ A ~ ~ ~ ~ _ ~ ~ PROTECTION [r- 7 . ~ .x~ r + ~ I,~ A ~ ~ ~ OUTLET-6 , 7 ~ 1~ i a 111aM'~i • i lilt ~ ~ ~ ~ ~ / i a/~~a/~~ r~ ~ ~
ufi y~ w.w.^„~,~r ~ , I f{ti PROPOSED CUB. T ~ A ~ c ~ " ~ , r,ar ^ ~n~ _ . ~ ~ ~ ~~~~a 1 GRASS SWALE 2E nd ~
5 ~ ~ ~ ~ ~a ~ ~
- ~ ~ ~ ~ ~ ~IP RAP , ~.~an...JMJ~~*~"~'"" ~ o,,m>° rd s° k - J v, k4y. ~ s • I ~ I r....... ~ ~ d~ ~ ~ ~ -N,. ~ h ~ s ~ ~ PROJECTION
~ 3 ~ p ~ a I I ~ I I ~ ~ 1 ~
"`PROPOSED 12 WI f ~ ~ ~ e ~ [ ~;lp; • I I PROPOSED UMITS OF ~ ~
CONTRACTOR"`H~l1L ~ I ~ ^ ..,w„>. ~ I ~ ~ y ~ "~a: ~ ~ a~~~~°p ,a.~, - Y ~ ~'~M ~ ~ ~ ~ ~ ~~~ti ~:~F: I DISTURBANCE gym') f 9 y, u _ „..r mow,„, ~ Fr
^ ROt1TE § ~ .m.,~ ~ ~ , , .I II`ss I ~ ~ ~ s~ ~ ~ ~ yam,: ~ ~ ~ ~ , ~ `~41~~ ~ ~ r ~ ~ 4 g 9 ~ P ~.M~ , ~ i T ~ •I ~ PROPOSED ~ a
` ~~""`^a•w ~ 6 ~ 7 ~ ~ ~ gk~ sg r . .M_„~ a p ~ i :e3 ~ e ~ ~ Vii' a m t~=~~9 ~ t ro ~ a ~ ~ ~ ~ M~~ a. ~ ~ ~ ~ F u ~e } 15x20 x1.5 f u ~ ~ ~ ~ e' ~ ~ ~ - ~ r ~ ' ~ ~ : ? ~CLAS B RIP RAP i ~ ~ f
f 1 J ~ + ~M~ ~ wow s
wa~. ~ ~ ~ ° ~ ~ ~ ~ ROTECTI4N ~ ~~s s . " ` f g ` . w,. `^,,w ^ 0 f ~ ~ ~ ' . ~A~ s t' o.^w'^°` ^,,,M ~ '"+•""k•.,, ,r^+~ ~';f rg~t~;~A°~z ' ` ~ ~ ~ 4 3 ~ s s 1 ~ ~ 1 ,a " ~ ~ ~w,,~ ~ ? '
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w w x y^~ ' s ~ >.,,a._ s g ~ ~ ~ ~ ~ r ~ f ~ p~° ~ GRAPHIC SCAi,E ~ R ~ ~ ~ ~ a ~ N, p 50 0 25 5o too 200
> ~ tea„.. „.r~ . ,rs s s'~ '0 ~ ~ c ~ f F t
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1~0~ FAR BIDDING tJNLY
PROJECT MANAGER DRA'A1NG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS MOWN SUITE 110 EXTENDE[ DRAYM BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS {TENDED RUNWAY SAFETY AREA PROJECT C-11
JPK JULY 2010 WK [phone] FOR THE EXTENDED RUNWAY SAFETY AREA
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA DICKSPON Office Locations: CONSTRUCTION ( REV. NO. DESCRIPTION DATE RLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia JOHNSTON COUNTY AIRPORT GRADING PLAN _22
lina RECORD DWG. REVISIONS South Caro SMITHFIELD, NORTH CAROLINA
Ne LIMSE NO, F-

a GENERAL GRADING AND DRAINAGE, NOTES:
` 1. TOPSOIL 15 TO BE STRIPPED AND STOCKPILED. STOCK PILES ARE TO BE SURROUNDED BY SILT
k FENCE AT ALL TIMES.
o ~ F
1 50 } 1 ~~~^3`~ " ~ 2. AREA DISTURBED BY CONSTRUCTION NOT COVERED BY PROPOSE6 fMPROVEMENTS SHALL BE ,,,,,.mss ' ~ j."~ FINE-GRADED ANp GRASSED IN ACCORDANCE WITH SPECIFICATlpN5.
R 5 ~ D A { C R K
a ~ . E , CR T I~ S :t m W . 3. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH GRADING PLAN AND PROJECT • . _ , - , ~ SPECIFICATIONS M.
~ ~ ~~rr s ,
.N. W r ~A ~ ~ 4. THE CONTRACTOR SHALL CALL LOCAL UTILITY LOCATOR FOR ALL BURIED CABLE AND UTILITY " LOCATIONS PRIOR TO EXCAVATION. Y. , r .,.~.a., ~
:n
~ F~ r.. , N~ < rr` 5. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY DAMAGES TO EXISTING UTILITIES AT NO ti ADDITIONAL COST T6 TWE OWNER.
...9,,,k,., 3' fr{
` • ~ -~N°°~ ~ ~`Y 6. THE CONTRACTOR SHALL, AS NECESSARY, INSTALL SILT FENCING, OR TAKE OTHER NECESSARY k. ~ ~ ~ MEASURES TO PREVENT EROSION AND SILTATION, BEYONp THAT SHOWN ON TWE PLANS.
~ ~ ~ ~ ,.,w
~w x ~ ~ ; ~ gg d ~ ~ , ,,,,i t ,4 7. PRIOR TO FINAL INSPECTION, DISTURBED AREAS NOT COVERED BY PAVEMENT SHALL HAVE AN ~k°~•" ~ , r ~ r ® s ESTABLISHED STAND OF PERMANENT VEGETAT10N AND A LETTER FROM A PROFESSIONAL
t~ ~ ,ih " ~y~'; ~x .a ~,.~w ~ ~ h r ~ a t~ SEEPING CONTRACTOR, STATING COMPLIANCE WITH SPECIFICATIONS AND PLAN FOR ASSURING
I~I~ r , , r~ ~ ' " ` ~ ~ r~ ~ i` ~ ESTABLISHMENT OF VEGETATIVE COVER.
~3 g ~ ~~.m ~ ~ ,N„ I rM i r ~..6J ~ ' i 3 j 'ti• i ~~3 ~ I I~ I r,~,r ; d ~ ~ - ~ r 8. ALL SITE WORK DEVELOPMENT TO CONFORM TO THE LATEST EDITION OF THE APPLICABLE LOCAL
~ p ~'§b p F . p~ ~ ~ - ~ .4 , gyp' 11I~ I !o i ~ ~ r ~,'r GUIDELINES AND ORDINANCES AND THESE PLANS AND SPECIFICATIONS, F .
4 7 , ' ' ~ ~ = i f~s`~t 9. ALL FILL MATERIAL SHALL BE FREE FROM ROOTS, TRASH AND OTWER ORGANIC MATERIAL.
~ 3 ~ " j ~ ~ g e
B ~ ~ 4:+± ~ ° 10. ALL FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WE1H THE PROJECT SPECIFICATIONS. { a z ~ ,
~~F ~ t e a : , ~ 11. 1NE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING H!S WORK {N ACCORDANCE WITW THE
~ ~ 1 ° ~ LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH
~ ~ ;'ti F~ ~ I ADMINISTRATION (OSHA). ~ ~ ~ ,
'r ~'i 4N _ CONSTRUCTION , ' ~ ~ s r~ ~ 12. WHEN WORKING ApJACENT TO THE RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL EXERCISE
~ ENTRANCE ~ • ~ ~ CAUTION ANq PROTECT FROM DAMAGE, ALL EXISTING AIRFIELD LIGHTS, UNDERGROUND CABLE { ® ~r.~ x t ~ , ; ; : AND OTHER STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, AT HIS EXPENSE, ANY
r g ^°~~tih,_ ~ DAMAGE TO ANY STRUCTURES TO THE SATISFACTIQN OF THE OWNER, ~ ~ s`~ i~ ~ ~ ~
3 k ~ ` ~ ` 13. CONSTRUCTION ACTIVITY IS NOT PERMITTED WITHIN THE RUNWAY SAFETY AREA Y~THOUT PRIOR
k' ' - '1 ~ ~ F"~ " NOTIFICATION, APPROVAL BY THE AIRPORT OWNER, AND COORDINATED THROUGH THE RESIDENT
" 4 fINSN GRAD f FINSH GRADE' 0 MATCH P,=~ r` ~ ~ ~ r PROJECT REPRESENTATIVE,
t N~. ' EXISTIN GR EXISTING, GR DE IN ~ ~ Y °t, p ~ SPECIFICATIONS.
~ STAGING AI ` ~ 'I~ STAGING A A - { r ~ 14, SEE SHEET G-19 FOR GRASS SWALES DETAIL AND TEMPORARY AND PERMANENT CHANNEL LINER ~ s s
~ 'r; £ f r x' p` ~ I 1 ~ ; 15. PERMANENT EROSION AND DRAINAGE MEASURES SHOULD BE INSTALLED WHILE TEMPORARY
W • d ~ "x. i ® S ~ ~ MEASURES ARE SIiLL IN PLACE. ALL DISTURBEp AREAS MUST BE TO FINAL GRADE WITH Y ' ~ PERMANENT GROUNDCOVER ESTABLISHED PRIOR TO REMOVAL OF TEMPORARY MEASURES AND
~ F GROUTING OF SKIMMER OUTLETS.
fi` ~ G yd 10. k rk~ r , LXI-SUNG ~IETI'S
d~ ~ 4 ¦
~ 3 ~ ~ ~Q~1N~?ARY x~
~+J ~ ~ ~ ~R t t~ . ~ ~ ~ s DISC BEp AREA: t z t ® ~
~ Si k, ~ " ~ ~ ~ ~ ' a ERSA & STAGING = 19.00 ACRES
® . ~ r 0 ~ ~ , I HAUL ROAD = 1.0 ACRES i , I ~ ~ ~ r BARROW AREA = 14.50
~ ~-F ~ ~ Y TOTAL DISTURBED AREA = 34.50 ,any ~ ;
" ~r ~ k
n'r e ~ ~ y § t ~fP`~~ ~ 4,,, 3 3 ~ _ ~ LEGENQ
` IF v i d~~ ~ ~il ~ ~ r ~ r z
b f,f x i r~ : ~ , SYMBOL DESCRIPTION k Yr` ~ ~ r' E 3
~t ~ Y ; ~ £
® 1 Z £ e 1 i F~ ®m ~ ~ f ~ 4 ~ _ ~ ~ + ~ ¦s~er~aw~t~¦ PROPOSED SAFETY BARRICADES
1 i { ~ ` ~ 4 =
' ~ ar. " , Y~ ~
5 1" nh ® 7 $ ~3 ~ e 1 i ,i PROPOSED CONTRACTOR STAGING AREA ~r r _ . ~ ~ 4 ~ t ,i 3 t
to } ~ d S 1 7 r ~ i ~ , 4 +o-
~ > ~ ~ ~ ~ I ~ ~ ~ GE ~ PROPOSED HAUL ROUTE -19
! } L~, ~ 1, " ® ~ ~ ~ r f ` F ~ ~ d ~ ~ = j }
}i Y ~ ~ Y $t ® I 4 ~ ; ' ~ CONSTRUCTION ENTRANCE 3 P ~ t S ~ i ~ fi~ ~ s 4 a -
4 . ® ~ r, W irk j~ a~ t o ~ ~ ° ® ~ r ~ ~ ~ " ~ I ~ Y ~ ~ ~ ~ - ~ - ~ PROPOSED SILT FENCE 2 tirys
p p ~ f~- 4 r ~ , 1 t
~ 5t ~,.M ~ I ~ ,a~~~' t ~ ~ ~ ~ r ~ r ~ r ~ LIMITS OF DISTURBANCE '
, V~ 9 : dj~ r ~ , F~ ~ ~~z ,F ~ ~ ~ ~ ~ .~•w,.° ~~wx-.~-°-°~,~~~ EXISTING AIRPORT PROPERTY LINE
~F ® t~ d+ u r pfd z ~ x % ~ ~ o ~ e
f i~ ? ~ ~'?t~ iY r, ~ 4 . ~ r~~ } ' , 'i,
,r'' v f` ~ ~ ~ EXISTING OVERHEAD ELECTRIC
y , f~~ " ~r"' } ~ " ~ r. ~ ~ I ~ e I ~ ,,,v,,,o,,,~,,,
` w„~. - ~ EXISTING WETLAND BOUNDARY 1 j~ , F~( 4 t ~ it r € 9 t
e ~ , a F E i } a ~ 0
,4~ Y ~ ~ , ® ~ r' > ~ z ~ k a 151 PROPasED coNrouR
aMph 3
j ~ x ~ EXISTING CONTOUR
A°/~ti, , ii ~ ~7 \ 7 ~ , ~ ~i
~ ® ' ~ t 4 _ ~ ' ' r ~ ~ RIP RAP OUTLET PROTECTION 57
y ~ f \ + F j i y` . f^ R 1 r I ~IS11NG WETLANDS ~ ~ _ ~ t
8z ~ VL ~ € l a f ~F . ~'BOUNDA~?Y ~ ~ , d ~ ~ 2'X2' SLOPE DRAIN INLET
~ C, ~ PROP05fD`12 IMDf ~ ~ ~ ,j O 0 CO1dTRAC~R HAUL ~
~ Is ROUTE ~ r ~ ~ =i ,f PROPOSED GRASS SWALE C_t
i ~ ~ + s
W B C-19 ` I G~ ~ ® ® „w i ~ i~ ~ - %i i s ) t ' X ~ ~ - i

W r ~I
W t e F , N ~ t ® ~4, ~t i,
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W , i s i Z ~ ~i r
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Q ~ r f ~r ~ PROPOSED ClMITS OF ~ f~ y ~ ~ ~ ~ ~ ~ F
'CONSTRUCTION TYP. 1 ~ ) •
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G~t`LC i7,lAs a7L E~ a ,r.
$0 0 25 50 100 200

i ~noh = 50 f~.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 E X TE N D E [ {TENDED RUNWAY SAFETY AREA PROJECT C-12
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 [phone] FOR THE STAGING AREA GRADING PLAN
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA D I Office Locations: J( JOHNSTON COUNTY AIRPORT -22
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION South Car olina RECORD DWG, SMITHFIELD, NORTH CAROLINA
REUdSlON5 blQ UMSE N9. E--904

w ~ ~ K/ q ~ ,
a~~.
Y ~ W . < ~ s m~"":.. • ~ f ~ ~ SLOPE DRAIN INLET a ~ ' ~ GENERAL GRADING AND DRAINAGE. NOTES:
b ~ ~ 1. TOPSOIL IS TO BE STRIPPED AND STOCKPILED. STOCK PILES ARE TO BE SURROUNDED BY SILT
FENCE AT ALL TIMES.
t 2. AREA DISTURBED BY CONSTRUCTION NOT COVERED BY PROPOSED IMPROVEMENTS SHALL BE
} ~ FINE-GRADED AND GRASSED IN ACCORDANCE WITH SPECIFICATIONS.
o ~ ~ ~ ~ 1 , N ,
I ~ 3. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH GRADING PLAN AND PROJECT SPECIFICATIONS.
~ ~ ~ ~ ? PROPOSED ZONE 1
° ~ ~ a STREAM BUFFER 4. THE CONTRACTOR SHALL CALL LOCAL U1ILITY LOCATOR FOR ALL BURIED CABLE AND UTILITY LOCATIONS PRIOR TO EXCAVATION.
~ ~ ~ ~H w.
~r~ , . T1E GRADE TO EXISTING 5. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY DAMAGES TO EXISTING UTILITIES AT NO
STREAM NK ~
~~a ~ 1 ~ ~ ADDITIONAL COST TO THE OWNER. S. THE CONTRACTOR SHALL, A5 NECESSARY, INSTALL SILT FENCING, OR TAKE OTHER NECESSARY MEASURES TO PREVENT EROSION AND SILTATION, BEYONp THAT SHOWN ON THE PLANS.
'a ~ • . r ~ , ~ SEE S EET C-21 FOR ~
< ' STR M BANK PROPOSED ZONE 2 4:,' rt . 7. PRIOR TO FINAL INSPECTION, DISTURBED AREAS NOT COVERED BY PAVEMENT SHALL HAVE AN
r` STREAM BUFFER ~ ~ ~,t` ST ILIZA110N AND ,y *~x~ ~ OSION CONTROL ~ ~ E ESTABLISHED STAND OF PERMANENT VEGETATION AND A LETTER FROM A PROFESSIONAL SEEDING CONTRACTOR, STATING COMPLIANCE 1MTN SPECIFICATIONS AND PLAN FOR ASSURING
~ EASURES. ~ / ~~r„_..,.__--•---~-"`~`~ ~ ESTABLISHMENT OF VEGETATIVE COVER.
~ ~ h ' 8. ALL SITE WORK DEVELOPMENT TO CONFORM TO THE LATEST EDITION OF THE APPLICABLE LOCAL
~1~~ t'~ ' ~ ~ ~ GUIDELINES AND ORDINANCES AND THESE PLANS AND SPECIFICATIONS.
~5 PR SED STREAM ~ ~ i7 ~"ti q ° ~ ~ 9. ALL FILL MATERIAL SMALL BE FREE FROM ROOTS, TRASH AND OTHER ORGANIC MATERIAL.
w ~ CENTER LINE '~E
~ ~ may/ ~ ~ ' / 10. ALL FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
2, ,4. i.r a~ , c~ , SEE GR DING PLAN F , / 11. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HI5 WORK IN ACCORDANCE WITH THE
Q l~ 4 ~ , CHANN UNNING AND ~ s s ~';1 s LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH
# N N i RIPRAP AD SIZING. t~ ' z~j ~ ~~e~' ~5. E ~ 8 Y / PROPO D WING WALL. ADMINISTRATION {OSHA).
~ ~ ~ PROPOSED GRASS SWALE , • 12. WHEN WORKING ADJACENT TO THE RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL EXERCISE
- ~ CENTER UNE ~ ~ ° ;3 z~ CAUTION AND PROTECT FROM DAMAGE, ALL EXISTING AIRFIELD LIGHTS, UNDERGROUND CABLE AND OTHER STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, AT HIS EXPENSE, ANY
~O S -h 1. q 4 6 "i `A }'s ~ ~ ~ s DAMAGE TO ANY STRUCTURES TO THE SATISFACTION pF THE OWNER.
N ~
. ® , 9 , '~..1 ~ ~ f -<~1 Vim'/ ~l \ PROQPOSED GRASS SWAlE 13. CONSTRUCTION ACTIVITY IS NOT PERMITTED WITHIN THE RUNWAY SAFETY AREA WITHOUT PRIOR
W 4 ~ V S CEP(TER UNE. NOTIFICA110N, APPROVAL BY THE AIRPORT OWNER, AND COORDINATED THROUGH THE RESIDENT PROJECT REPRESENTATIVE.
.p ~ a 4 d `3, a ~ i ~ ~i, , S ~ 'i` - y41 t ~ `~5 5EE GRADING PLAN FORR~ 14. SEE SHEET C-19 FOR GRASS SWALES DETAIL AND TEMPORARY AND PERMANENT CHANNEL LINER
4 ~ ,M ,;4 GiANN LINNING AND SPECIFICATIONS.
RIPRAP AD SIZING. ' 15. PERMANENT EROSION ANO DRAINAGE MEASURES SHOULD BE INSTALLED WMILE TEMPORARY
\ ~ to ~6 e i ~''xj Pb i ~ MEASURES ARE STILL IN PLACE. ALL DISTURBED AREAS MUST BE 70 FINAL GRADE WITH
7r '1 k ! ` ° ~'o 6 a. ~ ~ ~ t , ~i O 2~~ ~ t 1 b PERMANENT GROUNDCOVER ESTABLISHED PRIOR TO REMOVAL OF TEMPORARY MEASURES AND GROUTING OF SKIMMER OUTLETS.
/ ! 1 ~S ~ e ) W ® ~ ; ~ A
° ~1 ~ 1 W b ~ ~ t ~ 4 ' ,i • ~ ~ r ~ ~
N i ~ \ ~ ~ y ~ ~ ? ° ;'t
V 3 y~~ ~ i I I pISTURBED AREA:
fi 7 . ~ 8 '4 ~ i. d ~1 ERSA & STAGNVG = 19.00 ACRES
? ~jj E?~ ry"~ 1 7 i ~ E . HAUL ROAD = 1.0 ACRES ~ BARROW AREA = 14.50
d 4 ~ 6
~ ' t ~ t , 4 ~ TOTAL DISTURBED AREA = 34.50 PROPOSED $1REAN1
CENTER LIN ~ LEGENp
. ~ ~ ' r ~ ~ r, ~ f Z MZ
J ~ ' g ~ Y i aim I ~ ~ SYMBOL DESCRIPTION
f Y MY f. J a ..a ~ d W
oW ~ a SEE SSH~E~ET C-21 Fes' PROP05ED SAFETY BARRICADES
y W ~ STREAM BANK
r" s t;` ~ ~ C ~ r sL W ~ STABIL112A110N AND
~F 7/ W t~r+ a' F t N f j. W w EROSIO CONTROL ~ PROPOSED CONTRACTOR STAGING AREA 4 a MEASU~ES.
r .
' 3 3~ o ~ GE PROPOSED HAUL ROUTE 19
d' sf ~ ~a. r
r ~ r ~.c ~ a r ` f' CONSTRUCTION ENTRANCE 2 a ~
r
" , " f 1` . r ~ ~ ~ ~ PROP05ED 51LT FENCE 2
SLOPE DRAIN INLET a~ Wa
v ~ t. N ~ ~ I ~ ~ ~ LIMITS OF DISTURBANCE .°t I x
M'
rF~ _ i o ' STREAMDi31ANK. EXISTING . -,•v,,.~.,,:•~•%,,.,•,-,,,,ewu•~,.ti,,v,..-,r EXISTING AIRPORT PROPERTY LINE
~ ~ ~
s ~ a~,~ EXISTING OVERHEAD ELECTRIC
p ~ s '
r - ,a' ~ ~ ~ - EXISTING WETLAND BOUNDARY .

y.., fi~ ` 1 PROPOSED CONTOUR
r,r: w~„ .v, rvw..
F~~ ~ 1 ~<<. EXISTING CONTOUR
i~ r x ~
PROPOSED ZONE t °T•, STREAM BUFFER / ~ ~ , RIP RAP OUTLET PROTECTION ~ ~ ~ ~ ~ ~ a' I ~ 7
~x~e ' 1 2'X2' SLOPE DRAIN INLET 9 21
~ `
. • I ~ I ~ PROP05ED GRASS SWALE C ~ 1
PROPOSED ZONE STREAM BUFFER 4, ; ~ ~ " s 1
,4 . j f
CULVERT INL T GRADING TAI CULVERT OU' E DE L 1LVERT OUTLET GRADING DETAIL
GRAPHIC SCALE
® ,a ~ ~
1
1 inch = 20 it~
L
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE .m
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWY SUITE 110 E X TE D E E (TENDED RUNWAY SAFETY AREA PROJECT -12A
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 ENEEP--.~Vif K [phone] FOR THE CULVERT ENDS GRADING DETAIL
APPROVED BY PROJECT NUMBER BIDDING I I "'ICKSON P 4. .CA Office Locations: JL
S 8032 00 iff wu CONSTRUCTION JOHNSTON COUNTY AIRPORT -22
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community Intastructure consultants North Carolina Georgia South Carolina RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA

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*SEE SHEET G-11 FOR GRADING NOTES
pISTURBED AREA:
ERSA & STAGING = 19.00 ACRES
HAUL ROAD =1.0 ACRES
BARROW AREA = 14.50 ACRES
TOTAL DISTURBED AREA = 34.50 ACRES I I 300 VC
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+ A.D. _ -2.75 GRAPHIC SC r V/~~
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PROJECT MANAGER DRAIMNG SCALE 1001 PINNACLE PINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS (TENDED RUNWAY SAFETY AREA PROJECT C-13
JPK JULY 2010 [phone] FOR THE EXTENDED RUNWAY SAFETY AREA
APPROVED BY PROJECT NUMBER BIDDING /
PS 80324 .OO.CA (C.; Office Locations: J t CONSTRUCTION JOHNSTON COUNTY AIRPORT PLAN AND PROFILE 22
REV. N0. DESCRIP110N DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia South Caro lina RECORD DWG. REMSIONS SMITHFIELD, NORTH CAROLINA
NQ UGMSE NO. E--QUA
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STA: 2+24.20 CUL RT INVERT:13 0 CONTROL CONTROL
130 ~ ~_.W.~~W ~mm~~ W_~w.~~~ W~~~~.~.~~w~
END ROPOSED BOX LVERT JD ROPOSED JX LVERT
~
125. DD
O d•~ O~ fDorrj ?7N Or ~p d'~ O~ f~~ t0~ t~
O cV ~j c0 ~j 1~ ~ t` N a0 ~ rn uj ~ ~ h d; (p d: tp d: M N ~M ~M ~ ~M ~M ~M d.
r r r r ~ r r r r r r r r r r r r ~ r r r r r r
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1$+00 19+00 Is+ao 20+00 21+00
14~~ ~4R IDDING ONLY
00 PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 XTEND ;TENDED RUNWAY SAFETY AREA PROJECT EXTENDED RUNWAY SAFETY C-14
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS
JPK JULY 2010 [phone] APPROVED BY PROJECT NUMBER BIDDING FOR THE
PS 80324.00.CA DIC&ZON Office Locations JC JOHNSTON COUNTY AIRPORT AREA CULVERT PLAN AND
REV. N0. DESCRIPTION DATE FIE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION
South Carolina RECORD DWG. 00 NO, F-" REVISIONS SMITHFIELD, NORTH CAROLINA PROFILE -22

COVER POPIT 1MTH 12" x 12"
z ~ i » SQUARE OF ASTM C877
35 -7 JOINT WRAP PRIOR T4 BACKFILL

0" 10'-0" 10" " 10'-0" 10" 0" M ~P 10'-0" 10'

H

~ c-~A, ~ R POPIT
Q ~Y'. b I I HOLE PLUG
~
~ _ ~ ~I F,r~,
~''''>=1 PRECAST BOX CULVERT Q I
~ ~ ~ el BY CONTRACTOR ~ I
t, z,~ ® I I
» ~ ~ l < ~i (MIN.) ~ I 13" DIAMETER
~ ~ ~ ,.a ~FY I LIFT HOLE
3 ~ ~z air` ' £s< ~Z .~~i;,+~ ,r.1~+'~ I I
ZS ~ _ ~ I I
~~q. x. 3~ (MIN.) A,~ ~ J ,l p ' . 1 eJ' d eJ 1 i i
M /ti i' ,'x F C-15
.
B 00 1` » 4"~'~~ s Dla 2 ,~.r~1 3'° DIA
~ WEEP HOLES , f=-; WEEP HOLES 4 POPIT INSTALLATION DETAIL
- - t~. C1 ff~~ (TYP.) ~ (Tm.) _ C-1 NOT TO SCALE
CONCRETE ~ . ~ r , c-16 ~j~~ ~ ~ _ BAFFLE
U~® _ I: O.N T r2' * w~
3 ~ A ~ i, ~y r> R
~ ,r 2' CONCRETE 4 1 2~ DIA.
2' CONCRETE Ir,;;~;{{~ BAFFLE
BAFFLE ~•~pR. 1 CONCRETE BAFFLE
.:s
~ rr
®
Ni ~ o-~ c~ ic> ~z _ r e- ~
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6 GRANULAR BASE < ~ ~ -6 GRANULAR BASE ,o. 3 ~ ~N GRANUL~4k BASE° .1+~^ - - ~ ~ ~ ~ N
/ / / / / / / / / / / / / / / / / / r / / / / / / / / / / / / r / / / / / / r / r / / / / / / / / /
rrrrrrrrrrrrrrrrrrrrrrrrrrrarrrrrrrrrrrrr r~,~ rrrrrrrrr ~o~~~~~~~e~~~~~~~~~~~~~e~~~~~~~~~~~~,~~~~~ ~~~~~~~~~~~~~o~e~~~~~~~~~~~~~~~~~~~~~~~~a ~6,~~~~~~~~~~ MoLOINJECTED
~~~~~~~~~~~~e~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ ~ ~rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr, rrrrrrrrr POLYETHYLENE
2 1 2"
MUCK DEPTH®6'{MIN.) COMPACTED BELOW STREAM BED ELEVATION :VAT10N COMPACTED 3 1 4"
EARTHFILL EARTHFILL
(STRUCTURAL) (STRUCTURAL}
1 TYPICAL BOX CULVERT CROSS SECTION
C_1 NOT TO SCALE ~ POPIT HOLE PLUG DETAIL
-1 NOT TO SCALE
INFO; ORCED CO~C ETE BQ~ C~LOjE,~T, NOTES:
r. 1. REINFORCED CONCRETE BOX CULVERTS SHALL BE MADE UP OF PRECAST SECTIONS X57 STONE WRAPED IN WITH NOMINAL LAYING LENGTHS OF 8 FEET, UNLESS OTHERWISE APPROVED BY THE
GEOTEXTILE FABRIG ENGINEER. SEE SPECIFICATION D-752 FOR ADDITIONAL MATERIAL AND INSTALLATION
DETAILS.
2. BOX CULVERT SECTIONS SHALL BE LAID AND JOINED IN A MANNER THAT PROTECTS
M / / THE MATING SURFACES OF THE TONGUE AND GROOVE.
r / FIX Y4" S5 3. SECTIONS WITH DAMAGE SHALL BE REJECTED AND REMOVED AT THE CONTRACTORS
DWARE CLOTH a EXPENSE IF THE DAMAGE PR TS PROPER JOINING AND SEALING OF SECTIONS.
» 3 OIA , ~ /WEEP HOLE 18 (MIN.) 4. BOX CULVERTS SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST THE ANTICIPATED LOADING IN ACCORDANCE WITH ASTM C-1433. REFERENCES TO ASTM
WEEP HOLES ~ / { C-789 AND C-850 ARE SUPERCEDED BY C-1433.
\//\~j 5. CULVERTS ARE SHOWN WITH STANDARD DIMENSIONS. ALL DIMENSIONS SHALL BE
CONFIRMED BY THE MANUFACTURER PRIOR TO FABRICATION.
® z 6. THE CONTRACTOR SHALL PROVIDE MANUFACTURERS SHOP DRAWINGS TO THE
~m o ~ a~ ENGINEER .CONTRACTOR SHALL PROVIDE THE OPERATING HEIGHT OF THE EQUIPMENT TO BE USED FOR CULVERT
//i ~ ~ . INSTALLATION.
m o _ » o ~ ca - t-12~ 7. DEWATERING FOR INSTALLATION OF THE CULVERTS SHALL BE PERFORMED TO
r~'~~~ ~ ~ . 12 LOWER THE GROUNDWATER TABLE AT LEAST 2 FEET BELOW THE BOTTOM OF THE
99~i L B. ~~pesr1 EXCAVATION, DEWATERING SHALL BE CONSIDERED INCIDENTAL TO UNCLASSIFIED
~~L m H~+ .~~dr Y 0rI 1.9e V COMPACTED EXCAVATION (P-152-1).
y~'®® 3 ft ~ }-mow ~,~°~r~ EARTHFILL 8. DEWATERING EFFLUENT SHALL BE PUMPED AND OR DIRECTED TO SEDIMENT
(STRUCTURAL) SKIMMER BASINS OR TO A SEDIMENT BAG, NOT DIRECTLY TO THE NATURAL STREAM. DEWATERING SHALL BE CONSIDERED INCIDENTAL TO UNCLASSIFIED
° ~ w z 2
TYPICAL BOX Cl BOX CULVERT CROSS SECTION EXCAVATION (P-152-1}. 9. THE EXISTING STREAM SHALL R APN FUNCTIONAL DURING INSTALLA110N OF THE
~ VARIABLE ~ ~ ~ 1/ MIRE MESH ~ C-~1 N' DIMENSION NOT TO SCALE CULVERT AS SHOWN ON SHEET C-7A. STREAM DIVERSIONS OUTSIDE OF THE LIMITS
OF CONSTRUCTION SHOWN ON THE PLANS MUST BE APPROVED PRIOR TO
GENERAL NOTESa SEDIMENT CONTROL STONE INSTALLATION. UPON COMPLETION AND APPROVAL OF CULVERT INSTALLATION THE
USE N0. 5 OR N0. 57 STONE FOR SEDIMENT 2 ft 4 1 2" 1 4 1/2" (TYP.) STREAM SHALL BE ROUTED TO THE CULVERT.
TROL. 1 ft min EXTERNAL JOINT WRAP (ASTM C-877) 10. MUCK REMOVED FROM THE CULVERT EXCAVATION SHALL BE DEPOSITED AT THE
t,9 AND FILTER FABRIC COVER LOCATION SHOWN ON THE DRAWINGS AND SHALL BE PROPERLY REMOVED FROM TO BE INSTALLED BY CONTRACTOR THE SITE OR PLACED ON-SITE AS DIRECTED BY THE GEOTECHNICAL FIELD
fry USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH INGH MESH OPENINGS. ~ PRIOR TO BACKFILL~NG, TECHNICIAN.
Z ~ 11. PREFORMED FLEXIBLE JOINT SEALANT SHALL BE CON-SEAL OR APPROVED EQUAL.
~'gD INSTALL 5 FT. SELF FASTENER ANGLE STEEL 12. EXTERNAL JOINT WRAP SHALL BE MAR-MAC OR APPROVED EQUAL„ JOINT WRAP
I" r° POST 2 FT. DEEP MINIMUM. w c~ SHALL BE INSTALLED ON CLEAN SURFACES AND FIRMLY FIXED BY BANDS OR
a SPACE POST A IMUM OF 3 FT. ~ OTHER METHODS TO PREVENT MOVEMENT DURING BACKFILL QPERAlIONS. 13. THE CENTER BOX CULVERT BARREL SHALL BE FILLED WITH APPROVED SITE SOILS
C!1 Z TO 0.5 FEET DEEP FOR ITS ENTIRE LENGTH AND WIDTH PRIOR TO INTRODUCING
~ WIRE MESH FLOW.
3~ any ® SEDIMENT CONTROL STONE 14. THE VOID SPACE BETWEEN ADJACENT CULVERT BARRELS SHALL BE F1LLE6 TO THE
D oc TOP OF THE CULVERT WITH PLOWABLE FILL, MEETING THE REQUIREMENTS OF
1 ft min ~ ~ ~ ® ® SPECIFICATION P-153, CONTROLLED LOW STRENGTH MATERIAL (CLSM). THE ENDS
~ ~ r® ® Q ~ ~ OF THE VOIDS SHALL BE FILLED 1MTH 4000 PSI CONCRETE FACING AS SHOWN.
WATER FLOW ~----s ~a~ o~ ~ ~ ~ 15. DESIGN OF CULVERT FOUNDATION SHALL BE COMPLETED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHINCAL REPORT AND BASED ON
GEOTECHNICAL FIELD TECHNICIAN RECOMMENDATIONS.
z _ - = flf
~ ~ ~ ill II ~I1~.:.~~I~IiI r° ~ ~ o ® iv 16. 6" GRANULAR BEDDING FOR CULVERT SHALL BE CONSIDERED INCIDENTAL TO 7X10 r RCBC (D-752-2).
® STEEL POST - 2 ft DEPTH ~ ej ~r
~ w iM 1/ WIRE MESH ~
2 ft
1''I fl'
- R~ BOX CULM1YERT Q~SIGN CRITER{A:
PREFORMED FLEXIBLE DESIGN AIRCRAFT - GULFSTREAM III
SEALANT (ASTM C-990) AIRCRAFT WHEEL LOAD - 33,345 LBS/STRUT
HEFT i o~ 1 ~eeT 1 of 1 INSIDE OF R.C.B. s LOADING PARAMETERS -FAA AC150/5320-6D AND -5C
.04 ~ LAY 1s .i 1ss.o~ COVER HEIGHT - AS SHOWN ON THE DRAWINGS
DESIGN METHOD - ASTM C-1433
s
SPECIAL SEDIMENT FENCE 3 TYPICAL JOINT ~L JOINT DETAIL
P1 NOT TO SCALE NOT TO SCA C-1 NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 EXTENDS[ DRAWN BY PROJECT DATE COLUMBIA. SC 29223 APPROVALS {TENDED RUNWAY SAFETY AREA PROJECT C-15
JPK JULY 2010 [phone] - FOR THE CULVERT DETAILS SHEET #1
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA iff OLD` I CC 0 ;ft' a KSM0 UN Office Locations: J( REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT -22
South Carolina RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA

o~
FlLL VOID BETWEEN BOX CULVERTS
~W WITH PLOWABLE FILL PROVIDE COMPACTED " " 1
3Y2 X6 FACING AT EACH END OF EARTHFILL ~ °•f HEADWALL
CULVERT Mq y> k \ C-1
W " \ \ ~ 3 MIN. \ 3Y~" (MIN.)
/ / ~ P / / WINGWALL r \ \
o " \ \ ` \ ~4 CHAMFER / / y W " 8 / / k. A 8" 2"
/ / ~ ~ 3 1 \ \ , \ \ REINFORCEMENT BY
~ " \ 6 / / ~ / / CONTRACTOR
/ / W \ \ \ \ I 1'_0" I I
~ \ \ / / . • CAST IN PLACE CONC. HEADWALL / /
° • T \ \ VARIE. ~ C C , ° BY CONTAAC OR \ \ VARIES I I 9 I
~ / / s / / ® n e• / / 4'
\ \ ~4j BOX CULVERT BOX CULVERT \ PRECAST ~CONC ~ ~ ~ ~ a ~ ,
~ / / REINFORCEMENT BY b / / ~Z~ / / ZQp . ® ° • ° • . • ° ® . \ \ ~ CONTRACTOR. r Cl1LVE~2T x 1
1i1~ " e, s • • • ee • \ \ / / 3: 'a s • h~ F d, ~K, ~ ~ _ ~ ,
~ v° / / \ \ ~Y . ° . . . \ \ APRON ~ WINCwALL
\ \ / / b / / REINFORCEMENT BY k, ~ ~ ~ ' ~ ~ ,
µ 'Er` ~ ~ . CONTRACTOR ~ ~ ~ ~ „ , , ~ . ~ ~ „ ~ ,
3 " MIN. TOP SLAB OF PRECAST=~> ~ ~ °
CONC. BOX CULVERT ~ , , , 2 0 ~ C NNECT HEAD , ~ , 12" ~ ~ ~ ,
# CONFORMING TO ASTM C-850 - ~ ~ ~ , N; ~ - ~ , r, WALL TO CULVERT 0
8 ~°~"`~~~PT~; PLOWABLE FILL CONNECTION BY \ \ ~ \ ~ /
; : , CONTRACTOR / . rf~. , „ 1 N \ ~ ~ ~ b ~ k.~
8~~ r: 12 \ BOX CULVERT /
BOX CULVERT , ~ , . /
- a~ ° CC ha' k%~ to (1 COMPACTED ~ 1e`'/~
y:~°; 4000 si ti~ ~ ~ ~ s.. EARTtiFILL C .
p 1 TYPICAL HEADWALL SECTION CONCRETE FACING
" NOT TO SCALE 6 MIN. C-16 -
4 SECTION D D THRU WIN WALL ALL ~ _ ~ ~ . ~ ~ ~ ,t ~
C--16 NOT TO SCALE
APRON SLAB
SECTION C-C
~I 1°
~ 12"
2 VOID FILL DETAIL CULVERTS 10"
C-16 NOT TO SCALE
~ WINGWALL AND HEADWALL HALF PLAN
C-16 NOT TO SCALE SYMMETRICAL ABOUT CENTERLINE
THE GREATER OF 8 BAR
DIAe OR MANUFACTURER'S PROPOSED RCBC
RECOMMENDATION
CONNECT BAFFLE TO PROP 6" THICK
CULVERT. CONNECTION BY CONCRETE BAFFLE
CONTRACTOR
° • • ' ~ ~ CAST IN `PLACE CON °TE PRECAS CONCRETE ° E .
® ° d , , • n
e 3 , ° , ,
4
REINF. BAR ~ ti~ ~ . ~ ~ . y
JUNCTION OF NEW ~ ~ ~ ~ 17'-10"
AND OLD CONCRETE
10'X7° PRECAST
3 RESIN ANCHOR ROD DETAIL CONCRETE CULVERT PER ASTM C-850 1 10'X7' PRECAST
C-16 NOT TO SCALE ~ DAPPLE CONNCTION
C-1 fi NOT TO SCALE CUL ERTS HEADWALL _1 CONCRETE CULVERT
PER ASTM C®850
1
HEADWALL
C-1
14'-0" 3" WINGWALL
Px SPX
° 1 2• PRECAST /
/ CONC. CULVERT / FlLL VOID BETWEEN 5'-3"
\ \ I \ \ / / BACKFILL BOXES 2
/ ~LVERT NO „S°
~NERAL NOTEe ~ . . , • . C-1
1° CONTACT SURFACE OF BOX CULVERT TO BE CLEAN, FREE OF WINGWALL - .
ITANCE AND INTENTIONALLY ROUGHENED TO AN AMPLITUDE OF ' 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR 4"e 7'-a" r-n"
TO STARTING WORK AND SHALL NOTIFY THE ENGINEER
2e RESIN ANCHORS TO BE INSTALLED IN ACCORDANCE WITH IMMEDIATELY OF ANY DISCREPANCIES. 10'-0"
MANUFACTURER'S INSTRUCTIONS AND ARE TO BE CONSIDERED 2• THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE INCIDENTAL TO D-752-1. DESIGN AND ERECTION OF TEMPORARY BRACING AND 5°-3" '-0"
SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE ~,-6"
3. RESIN ANCHORS SHALL BE TWO COMPONENT CHEMICAL ANCHORS DURING ALL PHASES OF CONSTRUCTION.
CONSISTING OF AN EPOXY, POLYESTER VINYLESTER RESIN AND 3. TRENCH SIDE SLOPES SHALL BE 1Ho1V FOR EARTH A HARDENING AGENT. RESIN AND HARDENING AGENT SHALL BE
SUPPLIED PRE-MEASURED FROM THE MANUFACTURER AND MAY BACKFILL•
4. A 6' LAYER OF ~ 57 STONE MAY BE PLACED UNDER BOX 7' BE CONTAINED IN GLASS CAPSULES OR BULK CARTRIDGES OR
CONTAINERS. THE MINIMUM EMBEDMENT OF THE REINFORCING CULVERT SECTIONS AS A LEVELING COURSE.
STEEL INTO THE EXISTING CONCRETE SHALL BE THE GREATER OF 5. HEADWALL AND WINGWALL TO BE PLACED ON UPSTREAM 8 TIMES THE NOMINAL BAR DIAMETER OR THE DEPTH AND DOWNSTREAM OF BOX CULVERTS. REINFORCEMENT BY
RECOMMENDED BY THE MANUFACTURER. RESIN ANCHORS SHALL CONTRACTOR 12" ~.-~®r~~e~®ee~~~e.rte-...~®..oo®-..-.-~~~~..r ...e.A .w.-. w... ..w .s ..o. a.m r... .-®vae~
MEET THE FOLLOWING MINIMUM REQUIREMENTS FOR ULTIMATE
TENSILE LOAD WHEN TESTED IN CONCRETE HAVING A 1'-6" APRON COMPRESSIVE STRENGTH OF 4000 psi OR LESS AND EMBEDMENT -
DEPTH AS DESCRIBED ABOVE: REINFORCING BAR (1 2" " FILLET ETE 4'-0" (MIN.)
R 9N B R " lA ETER 6 DIAMETER) 10,000 Ibs., REIN 0 C G A 3 4 D ) 1. ALL CONCRETE AND REBAR SHALL BE INSTALLED CUT OFF
20,000 Ibs° THE ULT1M TE TENSILE LOAD FO 5T IN ACCORDING TO ACI°318 LATEST EDITION• , ~ . N ` BOTTOM OF WALL
N ° ~ ~ ~ : a ~ CONCRETE WITH A COMPRESSIVE STRENGTH GREATER 2• REINFORCEMENT SHALL BE HELD IN PLACE DURI G THAN 4000 si SHALL BE REDUCED BY MULTIPLYING BY THE ~ ~ ' ~ ; ~ ~ ~ ~ ~ ~ APRON SLAB
CONCRETE PLACEMENT. IF REQUIRED, ADDITIONAL BARS FOLLOWING ACTOR FOR COMPARISON WITH ABOVE REQUIREMENTS: ' ~
SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH k;° Jac .THE CONTRACTOR SHALL SUBMIT FOR THE ~
NGINEER S APR OVAL, MANUFACTURERS PRODUCT, LITERATURE SUPPORT FOR ALL BARS. / 3. CONCRETE MINIMUM COMPRESSIVE STRENGTH SHALL BE " \ \ ~ OR CERTIFICATION INDICATING THAT THE RESIN ANCHORS MEET ~ ,.,I : \ \ \ \
4-0 \ \ \ THE ABOVE REQUIREMENT. RESIN ANCHOR MAY BE WILLIAMS 4066 P.S.I. AT 28 DAYS. / / / / / / 27°-0"
A R S S OLL PAR ON C S LEVE ADHESIVE CAPSULE NCHO Y TEM, M Y AB D AP ULE 4. REINFORCING STEEL SHALL BE ASTM A615, GRADE 66. LEVELING COURSE SEE NOTES
AN OR OR APR E UA SEE ANCHOR, HfLTI HVA ADHESIVE CH P 0 Q L 5. SPLICES FOR REINFORCING BARS SHALL BE CLASS B - REINFORCEMENT BY
TENSION LAPS IN ACCORDANCE WITH ACI-318. CONNECT APROP 6. MIN. BAR CLEARANCE SHALL BE 3° CLEAR FROM BOTTOM CONTRACTOR dNECT APR®N ~ WINGWALL AND HEADWALL HALF ELEVATION
' COMPACTED TO WINGWALL 2' CLEAR FROM FORMED 5IDES® ° WINGWALL 3
EARTHFILL CONNECTION BY CONTRACTOR dNECT10N BY C-16 C-1 NOT TO SCALE dTRACTOR SYMMETRICAL ABOUT CENTERLINE
CUT OFF 10~
WALL 5 SECTION A-A
C-16 NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
t REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 N EX DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS (TENDED RUNWAY SAFETY AREA PROJECT C-16
JPK JULY 2010 WK [phone] BIDDING FOR THE CULVERT DETAILS SHEET #2
APPROVED BY PROJECT NUMBER BIDDING r
PS 80324.00.CA K"S 0 N Office Locations; J4 CONSTRUCTION REV. NO. DESCRIPTION DATE FLE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia - JOHNSTON COUNTY AIRPORT -22
South Carolina RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA

o~+
~WW
~ SUve~re Qs v®i~ity. ~................_~.............~ip........
. (~Psl f~1 t ~0@TClass
- ~ Pad##fi 5.29 18.30 15 3.75 1~ 5.25 2 t~ass1
W' N-~ EROSION CONTROL EROSION CONTROL f _ ~ Pad #2 13.35 15.9fi 15 3.75 10 5.25 2 Mass 1
Wbkf MATTING _ NOTES: €}I? MATTING ~ _ ~ ~ Pad 5.93 95.74 12 3 8 4.2 2 Cass 1
BANKFULL ELEVATION SURFACE SHOULI 3c1~ ~ W ;FACE SHOULD BE SEEDED AND Pad ~ 1.02 8.87 12 3 6 3.4 1.5 Mass B
TA ~ ~ INVERT SET AT S BILIZED MMEI 1.25' MIN. BILIZED IMMEDIATELY AFTER ~ Pad ~ 1.02 7.73 12 3 6 3.4 1.5 sass B
PROFILE GRADE ~ ~ TRACKING. m CKING. Pad #7 2.04 12.18 12 3 8 4.2 2 Mass 1
Pad ~ 0.98 9.54 12 3 6 3.4 1.5 class B
g ~ ~ ~ 2. SURFACE ROUGH u,~ SHOULD BE COMI IFACE ROUGHING BY TRACKING Pad ~ 0.58 8.87 12 3 6 3.4 1.5 crass a ~ULD BE COMPLETED ON ALL ~~~10 0.58 8.rr 1z 3 s 3.4 1.5 ~assB
~a~ ~ m~ SURFACES WITH -z ~ 'FACES WITH SLOPES STEEPER THAN Nye: Q,~ cak~ated fan Method. ~.a, w, and T~Orn 1dY Dissipater Nl~had.
TYPE 2 FILTER ~.5 • FABRIC GRAVEL SUBSTRATE GRADE CONTROL~~' 3' la
Ms° 50/50 MIX OF ROCK 50/50 MIX
C A S A RIP RAP ~ L S CLASS A/B RIP RAP AND ~ 5 STONE DOZER TREADS CREATE
4 o ~ _
s~ RIFFLE GRADE CONTROL -SECTION A-A CLEAT IMPRINTS PARALLEL " TO THE SLOPE CONTOUR ~ ~Y Cp
~Z .p BANKFULL ELEVATION ~ „
BOTTOM OF RIFFLE ~aA ~ TOP OF RIFFLE ~Ow,__,-,,,~,,, ~~o ~ SEE PROFILE FOR SEC110N A-A FLTER BLANKET
SEE PROFILE ~ { DESIGN ELEV.
W # FOR DESIGN ELEV.) SLOPE VARIES DESIGN BED ) ~ SEE PROFILE SURFACE CONSTRUCTION SPEQIFlCATIONS
~ ) 0.5 ~ ~ ~
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN
°~a THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED
3 TRACKING F~~ MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FlLLED BY INCREASING THE RIPRAP
° C-17 NOT TO SCALE ~~a 2.00 MIN 1,50' IN THICKNESS.
z~ 2. THE RIPRAP AND GRAVEL FLTER MUST CONFORM TO THE SPECIFlE~ GRADING LIMITS SHOWN ON THE PLANS.

TYPE 2 FILTER GRAVEL SUBSTRATE GRADE CONTROL ROCK 3. FILTER q.OTH, WHEN USED, MUST PROJECT SPECIFlCATIONS AND BE PROPERTY PROTECTED FROM PUNCHING OR
FABRIC 50/50 MIX OF CLASS A 50/50 MIX CLASS ~ ~ TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLAgNG ANOTHER PIECE OF
RIP RAP AND # 5 STONE A/B RIP RAP • ~ • N H~JI3ltlH p FlLTER CLOTH OVER THE DAMAGED AREA. ANY CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FOOT. IF THE
RIFFLE GRADE CONTROL -PROFILE B-B $AtlMH~JIH d0 NOISIAId NOIltl1SOdSN11dl d0 ' 1d31J o DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. rN
3dA1 dd'dl 1N3WTa3S 131NI ~~Oa tlNIl0ab0 H1SON ~~®a W ~ 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
d0 31tl1S a0d JNIMtldO dStlONtl1S HSI~JN3 nr
A GRAVEL SUBSTRATE 50/50 GRADE CONTROL ROCK
MIX OF CLASS A RIP RAP 50/50 MIX CLASS A/B 5. RIPRAP MAY BE FELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HiGHIY
AND 5 STONE RIP RAP C J # H H WEATHER-RESISTANT AND WELL GRADED.
~ 3 TOP OF BANK : ~ 3p 6. CONSTRUCT THE APRON GRADE AS ~'IOWN ON THE PLAN WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE
2.5 ~ x > C BOTTOkI OF BAN
~ ~ ~ ~ ~ 4 w M LL J RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
0 ~ } c~ z y¦ 7. ENSURE THAT THE APRON IS PROPERTY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
w ~ ~d w .J ~ a m J THROUGHOUT ITS LENGTH. IF A GURVE 1S NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE
.a• •:..A...:.•A W QC POOL OR x x ~ a ~ a APRON.
POOL ROCK DROP O II 4 STUCTURE ~ LL II w w '4 8. IMMEDIATELY AFTER CONSTRUC110N, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
Wb Wbkf w II w a z
FLOW---? z M N ~ N ~ MAINTENANCE
it ~ W I w ~ W B B W ~ ~ w~v
cn W - ' •n - y H W ~ INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY ER0510N AROUND OR BELOW THE RIPRAP y H HAS TAKEN PLACE OR IF 5TONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
0 o D 0 0 0 0 C~ FURTHER DAMAGE.
0 0 0 '
• •o'• •b. •o'• •b. • W BOTTOM OF BANK ? - , ' : ; . ' • , - . Rp J
0 0 2.J 'O.'d •a O.'Q• -a O. C3 . ~ Q W` r ~ ~ RIP RAP OUTLET PROTECTION
..o. ' ~ . a:•. Z TOP OF BANK N N r H Z C-17 NOT TO SCALE
VARIES ~ ~ N H N
SEE PROFILE CHANNEL DI~iENSTON AT t~FFT.ES '~~0 zJ
t~TTOM WIDTH Wb • O.'d~ ©,'0 . ~ HH O c, z
A Q• wo - P ~.AN .:Q ~ ' o. N v
RIF GR D C NTRO PAN VI W ® w w W W J
BANKFULL WID1H (Wbkf} W z x ~ J ~ x O~ S w F
RIFFLE GRADE CONTROL ~ ~ _ D o ~
C-17 PER PLAN 3 N~ H• w m z W M 4 ~ NOT TO SCALE r• •~xus~r ~z ~ ~ ~
woMxzwo> xFb- w ~ •aczrNecw WNW "z W N ~ W
OrNOaM ~ w ~~w• ZZaE~gWq;,,~War~O°•~aria HF-W~
OC~W OlL~O2W~JZwC~~( Z LL ~ Q
Or~~=QU.CCO~Z W ~"~LLrr
~wc~awoba°"3~r~~wo NOTES ~~F-~JZJ Oa'WWO. DESIGN CRITERIA O ~ +r > > O r. W a~ r ~JWO W Wy ~
z4Nxdxw~ M~zao v~W THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. I. PLACE STONE TO THE LINE AND 61MENSION SHOWN A! THE PLAN ON A FILTER FABPoC W Z V V ~ to r W W p ~ ~ w 4. SEDIMENT BAG .
KEEP A MA%IMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM. FOUNDATION. W fA W 2 4 Z N fY N W 2 W Q. KEEP TF~ CENTER OF THE CI#CK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL W to M S N J N W z M r J a et 1-bxbN a~w>H43uf C7 v1 F- J d eF in tzz7 N
EDGES AT NATURAL GROI%JD ELEYATKIN. WHERE THE DAM ABUTS THE CHANNEL BANKS, O Q ~ ~ = N W LL zz LL KEEP THE SIDE SUES OF THE DAM AT 2:1 OR FLATTER 3. E%TEND STONE AT LEAST L5 FEET BEYOND TWE DITCH BANK TO KEEP WATER FROM CUTTING Z' IL r Q r d Vi O 4 O
ENSURE THAT THE MA%IMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE AROUND THE ENDS OF THE CHECK DAM. _ A. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER
UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. ~j W STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION. DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM, W J
USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH S. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD 4 : CAUSE EROSWN. NCDOT •5 OR =5T STONE. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE. q W ~ SOURCE INLET
KEY THE STONE INTO THE DITCH BANKS AND E%TEND IT BEYOFlD THE ABUTMENTS A 7, ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE N N MINIMUM OF L5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. r X >
~z C O ~
y J NOTES:
.,0. •0. '.0...•0 az y' HIGH STRENGTH STRAPPING
~ ':o•..~~ , 0 taw J 1. SEDIMENT BAG TO BE 'DIRTBAG' OR FOR HOLDING HOSE IN APPROVED EQUAL
12 OF NCDOT 5 ~ Q 4 ~ 1,5' MIN OR X57 WASHED STONE ~ ••a. • • ~ • a • • a-.9 • ~ a
a ~ 2. BAG SHALL BE SIZED CORRECTLY FOR p(~I~ VIEW PLACE FLOW RATE OF PUMP.
9' MIN ~'Q.• I 4 4 I W Q • CLASS BRIP-RAP p~0 40 ~ d Q x F °w Q N 3. SEDIMENT BAG S'FIALL BE PLACED ON
o ooooQ( ,:Q... a , o,. I ww z F w W z ~ STRAW OR STONE BEDDING THROUGHOUT
0 407 2 AX AT c -b; , LL J Q M ~ a N C~ USE.
I H d CENTER I H; F. u FLTER CLOT Od Qb ~ DQ a ~ I w V 0 og o .'o . ~ a ~ ~ v W~ 4. CONTENTS COLLECTED BY SEDIMENT BAG SHALL BE DISPOSED OF AT A SOURCE INLET
H ~ ACCEPTABLE ONSITE LOCATION AS SEDIMENT BAG
FILTER CLOTH ~~~0 ° ~ ~ H 'd V II: ~ DIRECTED BY GEOTECHNICAL FIELD
N TECHNICIAN.
PLAN VIEW _ ' •D: •D: ~O,.fl, I- ~ F CROSS SECTION VIEW ,
J • • ~ ~ ~
o tV N ~ ~ ~
L =THE DISTANCE SUCH THAT POINTS ~ Z J
WO A AND B ARE OF EQUAL ELEVATION ~ ~ x
CHECK DAN1 g Hr
o°o~~ w a o o°°o°a y C1 !g11~I~- °6o°op A B
-l1f~11f _ - L oo~ 1_II1~_ - + _rr oa~uao
~~lttl ~ °paotio°o M AGGREGRATE OR STRAW
~~~1=1I(fi ~ °~~o STATE OF ENGLISH STANDARD DRAWING FOR ---~flhffll- ~ ~ r
NORTH CAROLINA R /~K TNLET ED'~ME T P PURPOSE. TO REDUCE EROSION IN A CHANNEL BY REDUCING OC I S NT RA TYPE C SIDE VIEW DEPT. OF TRANSPORTATION PE `C' a C UNDERLAYMENT r SECTI01~
DIVISION OF HIGHWAYS ~M W IA
DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. RALEIGH ~ N • G. W Y/ 2 T
SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
6 5EDIMENT BAG
C-17 NOT TO SCALE
2 TEMPORARY CHECK DAM 4 TEMP RARY L PROTEC
C-t7 NOT TO SCALE C-17 NOT TO SCALE
l~~% FOR BIDDING ONLY
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR WE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 E X TE N D E L {TENDED RUNWAY SAFETY AREA PROJECT DRAINAGE AND EROSION C-17
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 [phone] FOR THE CONTROL DETAILS & NOTES ~
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA DICK% ON Office Locations: J~ REV. N0, DESCRIPTION DATE RLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT SHEET #1 -22 a
South Carolina RECORD DWG. 0. F--037-4 REVISIONS SMITHFIELD, NORTH CAROLINA

zWW
F~~
~ , t'+aa~ 5~i°t fit;
Gr~ #~'II"'~`#~ > B P EPARATION NOTES ~ ~~fi~ b~~~ ~~°I'
WW "
~ P 1. Sl1RFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2, AREAS TO BE SEEDED SHALL ~ RIPPED AND SPREAD IMTH AVAILABLE .
Z"Z ° TOPSOIL PER SPECIFlCATION SECTION T-905. TOTAL SEEDBED 0°~ M N
H PREPARED DEPTH SHALL BE 4 TO 6 DEEP. IF SOILS /ARE N m COMPACTED DURING GRAING LOOSEN TO A DEPTH OF E3 TO E3 .
~B 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL ~ RE~tOVEO pa FRt'~I THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE ~ VEGETATION.
~ 4 APPLY LIME ACCORDING TO SOIL TEST RECOMMENDAl10NS. SOILS Fay WITH H HIGHER THAN 8 NEED NOT BE UM®. IF HIS NOT
_ _ . KNO ,APPLY LIME ACCORDING TO SEEDING SPECI CATI~IS BELOW.
.8° APPLY LIMESTONE AND INC~PORATE INTO TOP 3N OF SOIL, 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF ` ` C~ir~ ~a or s~t~~ ~#ed r~
~ NO SOIL TEST HAS E3E~1 PERFORMED APPLY FERTILIZER ACCORDING ~ ~ tryet~~ i~t~ ?i'I7a~i ~r
~R TO SEEDING SPECIFCATIONS BELOW. ° ~ B. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICAliON. GROOVE 4R
~Yr~ FURROW SLOPES STEEPER THAN 3:1.
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO 0~~~~~.~~~~~,~~~I~,~~~~~~ ~ Z FINAL GRADE FOR MORE THAN 21 WORKING DAYS, FOLLOW THE COt1St~Ct1 VENT ~ SCREEN ACCESSIBLE THROUGH DOOR
TEMPORARY SEEDING SPECIFCATIONS BELOW. 7 ~r s~ CI~3f~!Dil ~us~ll.pa~s;or,u hotsessaa the ~giel~ aF~e ~ r ra~tc~ a ~ 1~= ~ ,
~:5`k~l past: ~Id lie ihi~~n ~a:a de~ptU a~'24:ns~s, d s mz SK~~ M ER IS 70 BE A SURFACE
~~~c w # ~ ti ~E~~? the s~rsaf€ basuf as men. TIC tap c~£ifi~ ~ PERMANENT SEEDING SPECIFlCATI~IS - PS DEWATERING DEVICE SUCH AS BMP ~w SKIMMER OR APPROVED DEVICE.
8 tic tuEcl?~;6 its 1u~hertt the.gut~rt~rf~se ~}}sa~ay.:'Taps ~f' ahat~.he 2 ira~ha~ta~~° thantl~ ~ Qf i€,
I~r~ LOW MAINTENANCE AREAS ~ ~ll at ~ a a~'~ ~ rI~ inlet at~d o~Uet ~isc~iar~ce
W mat ~asms ie~s feet ~ I~E~ ~se.z.~, ~ SLOPES STEEPER THAN 3:1 OR STONY, SHALI.OW OR DRY SOILS {iM)
~ F i~ ~ usz~posts;a~si a ~ ~r arise fhe ti df~heu
o ~ S #~:ent:. DATE TYPE RATE AMENDMENTS ~aq
G,1ipaxaus~nt hke~iatekd~ediiy~ai~ ss~anal,~ver:asa~J~e.~s JUL. 25 -AUG. 30 4000 LB/ACRE GROUND thst~t~. ~rr~tii~~aa~sas~twr~g~rc~~orln~. ~1te.~bri w~
MAR. 5 -MAY 15 TALL FESCUE 40 LB ACRE AGRICULTURAL s~astdhau~fi~;tatea~reei~t iih: tt~: ,clzt~a / y~
CROWN VETCH 10 LB/ACRE LIMESTONE AND 1000 a sngport sii~~re ~ti~ ~ z~~e ar stapE~:
KOREAN LESPEDEZA 10 LB ACRE LI3/ACRE 5-10-10 ~~~,~'~~~,f~~~~~~;;;~~h~ / M FLOAT
RED TOP 5 LB/ACRE FERTEUZATION ~`#-%r~i~iaiaeaa~rQiiu~st, FLEXIBLE JOINT 4y
& T~na~spiice tie €abrie, Uut~ c~nupzm~aiece aerosa fE~:ta~%~ . GENTLE SLOPES, AVERAGE SOILS
ORIFlCE OR RESTRICTOR PLATE
Ii~ll'II:O.II~l1~~ Iaa~teci:baf~satteast~meeanaut3exeacht. ~iak~any~gtared DATES TYPE R~ AMENDMENTS ~nineaiatet~.
JUL. 15 -AUG. 30 TALL FESCUE 64 LB/ACRE 4000 LB/ACRE GROUND ~~i~amaiaacces~~nth~bat~e~. sh~tttd~ie~c~~rfab,~~l~pse OUTLET END: CONNECTION
MAR. 5 -MAY 15 KENTUCKY BLUE GRASS 14 LB/ACRE AGRICULTURAL r,dec~e;arl~ecame~effe~tis~,repiaeei4p•~ay TO RISER ORIFlCE BARREL PIPE LONGER THAN SHOWN.
SERICEA LESPEDEZA 15 LB/ACRE LIMESTONE AND 1000 (REMOVE SKIMMER WHEN NOT INCLUDED IMTH SKIMMER SUPPLIED BY USER.
KOREAN LESPEDEZA 10 LB ACRE LB/ACRE tO-10-10 ~ ~ ~ / r #I~ uexS raia~ aad eu a~t#.is~ ere ~u.ihe 6ai~es; 'Take FERTILIZATION ~ _ CONTRIBUTING AREA 1S
eaee`ti~:aaza~d ~am~2ing ~e bx~es dtu~i~;~~lvanr. Sezlitn~i#:t ~ttstit~ 5TABILIZED)
HIGH MAINTENANCE AREAS nevl~alfldesi~e~stara~ed~s~:
r;the cc~ltiiid~ cage area has bs~ pr~eil~ iiized; eye all
GENTLE SLOPES, FULL SUN, GOOD MOISTURE RETENTION ~:ters and amiable;; sent aid the i, t~ , anti
~a~ it, DATES TYPE RATE AMENDMENTS 3 STANDARD SKIMMER
C-18 NOT To SCALE
,KJL. 15 -AUG. 30 KENTUCKY BLUEGRASS 75 - 100 LB/ACRE 4400 LB/ACRE GROUND
MAR. 5 -MAY. 15 AT LEAST 3 MIXTURES AGRICULTURAL NOTES: ( IMPROVED VARIETIES LIMESTONE AND 1400 1. SEE NCDENR EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
LI3/ACRE 10-10-10 2. SEE SHEET C-7 AND C-8 FOR BAFFLE LOCATIONS.
FERTIUZATIa~
GENTLE ~.4PES, DROUGHT PRQNE SOILS 2 BAFFLE DETAIL
GATES TYPE RATE AMENDMENTS C-18 NOT TO SCALE
~kJL. 15 -AUG. 30 TALL FESCUE (KY-31 OR 200 - 250 LB/ACRE 4000 LB/ACRE GROUND
MAR. 5 -MAY. 15 50:50 BLEND OF TWO AGRICULTURAL
TURF-TYPE TALL FESCUE) LIMESTONE AND 1500
LB/ACRE 10-10-10 TOP OF EMBANKMENT EL = p I' ~ ~ 'i
50: ~ MIX OF TWO IMPROVED 25 - 500 LB/ACRE FERTILIZATION MAI~N~q,NC~, NOTES: BLUEGRASS VARIETIES 1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SE01 EMER SPILLWAY CREST EL = C ERGENCY REMOVE SEDIMENT WHEN SPILLWAY
SEDIMENT REACHES A DEPTH OF NO MORE THAN ONE ORE THAN ONE-HALF THE ROPE FOR ACCESS TO
GRASS-LINED CHANNELS HEIGHT OF THE RISER. REPAIR RAPPELS IF THEY ARE i IF THEY ARE DAMAGED. SKIMMER FOR MAINTENANCE-`„~ / SLINE EMERGENCY :
Z PULL SKIMMER TO SIDE OF BASIN Irt~TH ROPE AND IN 3 FLOATING SKIMMER SPILLWAY WITH ~ ROPE AND INSPECT C-18 SKIMMER E~ LAMINATED PLASTIC ~ SEED ~ MULCH
DATES TYPE RATE AMENDMENTS REGULARLY. KEEP SKIMMER HEAD ORIFlCE AND PIPE IFlCE AND PIPE FREE OF OR IMPERMEABLE EMBANKMENT
~JL. 15 -AUG. 30 TALI. FESCUE 175 - 240 LB/ACRE 40~ LB/ACRE (MOUND DEBRIS. REMOVE SEDIMENT FROM BENEATH SKIMMER EATH SKIMMER AND ENUSRE F GEOTEXTILE FA8R1C.
MAR. 5 -MAY. 15 KENTUCKY BLUEGRASS 20 L8/ACRE AGRICULTURAL VEGETATION DOES NOT INTERFERE WITH SKIMMER ~'E I SKIMMER ~'ERATION. MANUFACTURER: J.W. FAIRCLOTH do SONS ~ S'EE NOTE 5. 6'Lx2'Wx12"D SEE DET'A~-11iIS 51i~'1'. Ct~IPACTED CLASS A STON
LIMESTONE AND 1200 U3/ACRE 10-14-10 3. CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND M~ IMAGE AND MAKE ANY SELECT FlLL~
FERTILIZATION REPAIRS WITH FABRIC 3. THAT SPANS THE FULL WID1 THE FULL WIDTH OF THE EXCAVATE 18" DEEP PIT
WETLAND AREAS SEEDING MIX SPILLWAY. BASIN !NV = B p . ~ o ~ ~ ~ , BELOW SKIMMER TO PREVENT
BOTH ELEV = A ~ IT FROM SETTLING IN MUD <
DATES TYPE RATE AMENDMENTS
JAN 1 - ~1NE 1 CONSTRUCTION NOTES: RED TOP (AGROSTIS ALGA) 10 LB/ACRE N/A
SEPT 1 -DEC 31 SWITCHGRASS (PANICUM VIRGATUM) 40 LB Ag2E 1. PLACE TEMPORARY SEDIMENT CONTROL MEASUA fROL MEASURES BELOW AST ,~n~
BASIN AS INDICATED. CLEAR, GRUB AND STRIP SEDGE (CARER 10 LB/ACRE UNDER THE EMBANKMENT OF ALL VEGETATION 1 BAND STRIP THE AREA NTS JEGETATION AND ROOT
RICE CUTGRASS {LEERSIA ORYZt~DES) 20 LB/ACRE MAT. REMOVE ALL SURFACE SOILS CONTAINING CONTAINING HIGH
AMOUTS OF ORGANIC MATTER.
TEMPORARY SEEDING SPECIFICATIONS - T$ 2 PLACE OUTLET BARREL ON A FIRM SMOOTH FC mom Sk~amer Ewer. Top of 6~er. Dia~eter
SMOOTH FOUNDATION Elevation invert s~~hray Embankment D~meteroF skiarmer s~~m~ay of0u0et PERVIOUS MATERIAL Basin E~} Faev. ~ r(N 5lammer(3n) t?rince (in! uvidth (tq ~t~ fin!
DATES TYPE RATE AMENDMENTS OF IMERVIOUS SOIL. DO NOT USE PERVIOUS ~ SUCH AS SAND, GRAVEL OR CRUSHED STONE ~iED STONE AS Nwnber a B c is E F G H
FEB. 15 -MAY 15 RYE (GRAIN) 120 LB/ACRE 20~ L8 ACRE GROUND BACKFILL AROUND PIPE. PLACE FILL MAERIAL f(PHA5E1) 934.413 5.85 137.6 14x.00 3.00 225 30.1k1 ,-ILL MAERIAL AROUND ~pprp 1(i'HASE2) 934.E 13s.s5 13s.i34 14o.oa 3.00 225 34.x4 4.n4
AGRICUL RAL LIME- PIPE IN 4-IN LAYERS AND COMPACT IT UNDEF STONE AND 750 LI3/ ICT IT UNDER AND z 133.61 134a~ 135.~t1 137.00 3.na 2{~t 24.ikk
ACRE OF 10-10-10 AROUND THE PIPE TO AT LEAST 90~ OF THE ~0~ OF THE STANDARD ~ ~~r~ ~ g~.~ z.ao Zan ~s.~o a.~a
FERTILIZER PROCTOR DENSITY. CARE SHALL BE TAKEN TO IE TAKEN TO NOT RAISE ~ 1~0~°0
DATES TYPE RATE AMENDMENTS THE PIPE FROM FIRM CONTAGT WITH ITS FOUN TH ITS FOUNDATION. LINE EMERGENCY SPILLWAY ~ 951.00 z.44 2~1 ts.~ WITH LAMINATED PLASTIC OR s
MAY 15 -AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB ACRE GROUND IMPERMEABLE GEOTEXTILE
AGRICUL RAL LIME- 3. ASSEMBLE THE SKIMMER IN ACCORDANCE WITH STONE AND a54 LB/ MANUFACTURER'S INSTRUCTIONS. ATTACH SKIMM 'DANCE WITH THE FABRIC. SEE NOTE 5. EAtERGfNCY s~?LtwaY SECTION TTAGH SKIMMER TO NTS
ACRE OF 10-10-10 BARREL PIPE WITH FLEXIBLE JOINT AND POSIT10 FERTILIZER AND POSIT10N THE
SKIMMER OVER THE EXCAVATED PIT. ATTACH ~ f. ATTACH A ROPE TO 2
DATES TYPE RATE AMENDMENTS THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE SIDE OF THE BASIN. Patous 6AFFLE (TYP)
AUG. 15 -DEC. 15 RYE (GRAIN) 120 LB/ACRE 2000 LI3 ACRE GROUND C-18
AGRICUL RAL UME- 4. EMBANKMENT SHALL BE CONSTRUCTED OF CLEI STONE AND 1000 LB/ ;TED OF CLEAN EARTH ARM
ACRE OF 10-10-10 STRllCTIJRAL SOIL, FREE OF ROOTS, VEGETATOOr' VEGETATION, ROCKS &
FERTILIZER OTHER OBJECTIONABLE MATERIAL. SCARIFY SURI SCARIFY SURFACES
BEFORE PLACING FILL. PLACE FlLL IN 6-8 INCH MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW SHALL BE ANCHORED BY IN 6-8 INCH LOOSE OF THE STANDARD
TACKtNG WITH ASPHALT. NETTING OR MULCH ANCHORING TOtX,. LIFTS. COMPACT TO AT LEAST 90~ OF THE ST PROCTOR DENSITY.
1ST CHAM~R: 35X
GRACED SLOPES AND FlLLS -THE ANGLE FOR GRADED SLOPES AND FlLLS SHALL BE NO GREATER THAN THE ANGLE OF SURFACE AREA.
WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTH~2 ADEt~)ATE ERO~ON CONTROL DEVICES OR STRUCTURES. 5. LINE THE ENTIRE EMERGENCY SPILLWAY WITH L. _WAY WITH LAMINATED 2ND giAMBER: 25X
IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. ALE FABRIC. FABRIC OF SURFACE AREA.
BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN SHALL BE WIDE ENOU(~I TO COVER THE BOTT01 EROSION. SIDES OF THE SPILLWAY AND EXTEND ONTO THI THE BOTTOM AND CHAMBER. 25X ~
THE DAM FOR ANCHORING IN A TRENCH. THE E ND ONTO THE TOP OF EXTEND SPILLWAY SURFA(Zr AAA. ENCH. THE EDGES SHALL WIEMBANKMENT ~111.ET Z~VE: 15X ~
BE SECURED WITH 8-IN STAPLES OR PINS. TH )R PINS. THE FABRIC SURFACE AREA.
GR N COYER -WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACR SHALL BE LONG ENOUGH TO EXTEND DOWN THE 1D DOiNN THE SLOPE
E' AND EXIT ONTO STABLE GROUND. THE WIDTH ! IF MORE THAN ONE ACRE IS UNCOVERED A GROUND COVER SUFFlCIENT TO RESTRAIN EROSION MUST BE PLANTED OR THE WIDTH OF THE
OTHERWISE PROVIDED WITHIN 21 CALENDAR DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE FABRIC SHALL BE ONE POECE, NOT JOINED OR f JOINED OR SPLICED. BASIN PERSPECTIVE WEW
CONSTRUC110N IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN IF THE LENGTH OF THE FABRIC IS INSUFFlCIENT OF A RESERVOIR LATER TO BE INUNDATED. ENURE LENGTH OF THE SPILLWAY, MULTIPLE S INSUFFlCIENT FOR THE MULTIPLE SECTIONS, 4 EDIMENT BASIN
TAY BE USED. THE
2 REV{SIONS ISSUET) WITH ADDENDUM-3 E3--tE1-1o SPANNING THE COMPLETE WIDTH, MAY BE USED UPPER SECTIONS SHALL OVERLAP THE LOWER ~ THE LOWER SECTIONS SO C-18 NOT TO SCALE
1 SEEDING SCHEDULE WATER CANNOT FLOW UNDER THE FABRIC. SEC FABRIC. SECURE THE
C-18 NOT TO SCALE UPPER EDGE AND SIDES OF THE FABRIC IN A 1 ABRIC IN A TRENGH WITH
STAPLES OR PINS.
1U0~ F4R BIDDING (JNLY
PROJECT MANAGER DRAWNG SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 E X TE N D E [ {TENDED RUNWAY SAFETY AREA PROJECT DRAINAGE AND EROSION C-18
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 WK [phone] FOR THE CONTROL DETAILS & NOTES
APPROVED BY PROJECT NUMBER BIDDING
PS 80324.00.CA D1Cffw%%SC.*0%N Office Locations: J/ 1 JOHNSTON COUNTY AIRPORT SHEET #2 -22
REV. NO. DESCRIPTION DATE FlLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION REVISI4M5 South Carolina RECORD DWG. N LICENSE No. F_0374 - SMITHFIELD, NORTH CAROLINA

2W
TEMPORARY DIVER$IQN Qij~ SCH QUA.
2W~ cannel OtaeaageAr~ ##t~elficeiYthhU~pt fJe~pn CpatBar tiesi~t (5"reiel Q C~ IACaiion Cl Flaw d# Flt dam mow Oe~ Vebciy T
W Temp. t~etsion 1 4.79 a.3 7.32 4.36 2~ 9.~ a.~77 t3.t8 4.39 1.37 NtA
Temp Oi~tsrotY2 Q8 4.3 7.32 t76 2~ 1.IX? 4.4474 t256 0.37 1.37 NtA ~O~ AND PROPERLY DISPOSE OF ALL TREES, E~tIISH, TempBiuers~tt3 4.93 a.3 7~ a04 240 9.44 a.4ar& t3.26 4.~ 1.SS Nttk STUMPS, AND OTHER OB~CTIONAE~E MATERIALS.
O$W$~ 008 TempDi~ersfen4 2.76 a.3 7.~ 6~ 240 9.44 4.ff070 i266 4.67 1.93 NiA
Temp.l~asrott5 1.89 4.3 7.~ 4i6 2.40 1.W 4.4129 t7.OS O.AB 221 EC~ATTOdG 2 ENSURE THAT THE MINIMUM OONSTRUCTER CROSS SECTION Tem lis~t16 3.88 43 7.~ 862 240 1.44 4.E~9 43.76 4.75 22a EC~ATTiNG MEETS ALL DESIGN REQUIRaIENTS.
ZJ~Y N O K. •M'.!'~'~s~,(, Dll?E4^774~ h.,,~,'..tra .'4»•i TempDivelsiai7 3.93 a.3 7.32 863 244 1.tta 4.4t~ 4270 a.79 209 ECMNTTtNG
~ of cr Temp. ls;~s 4.47 4.3 A81 244 9.aMt aa14s t6,6o 4.a5 2~ EC51AT1[NG 3. ENSURE 1HAT THE TOP OF THE WKE IS NOT LAYIER AT Temp. tsiors9 1.99. 0.5 a.~ a~ 2.40 9.44 aa45a ta67 4.77 9,79 NtA ANY POINT THAN THE DESIGN ELEVATION PLUS THE
Temp oiv~sian 14 2&.5 43 a,~ 68.i9 s.4o 2.~ a.4m4 9t.98 1.52 3.aa ~c ~;aT1mc SPECIFIED SETREMENT.
04 ~;,.a„•~••~.::,~;: :7 IN$TALLATIO~V NOTES' Temp. Disersion 91 4.7 4.3 7.32 ta3z 2.~ a.~ 4.43 26.01 4.6 3.8 ~c A1ATTING PRONDE SUFFlCIENT ROOM AROUND DIVERSIONS TO PERMIT T~tp. [MS~isiat 92 423 a.3 7.3't 9.29 240 9.40 0.03 26.0! 4.S 3.7 EC tfiATT8dO
NN~ '4wy~:"ti~7 ~ y`,w0ii g''.j~• ~ 1«~'+`:•{'!:w~,i4 MACHINE REGRADING AND CLEANQUT.
2' MIN. 5. VEGETATE THE RIDGE IMME~ATELY AFTER CONSIRUC71~1,
~ ' r+~~'r"" .''`~t'L;,s: v ~ STAPLE AT 1,'a;x•:~'*4~'• t" INTERVALS 'fi"'`'i'" ~ GRADE AND COMPACT AREA. COMPACTED 4YORIGNG DAYS. IN PLACE LESS THAN 30
.$o .~a::;~:•~ ' ~•M,,4 .r,.. START NEW ,;a..~„•s.• :;~r' ,r~.;s' ,*;;;~'t:~` ROLL IN CHECK EARTHFlLL 8. LN~INNGS FOR TEMPORARY DIVERSIONS SHALL ~ APPIJED
~ W •r~~ ~.,tfa ' ::;"s•: SLOT OVERLAP t~IOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT ~y,~ ~ ti~rw.~,rrrK ~ •Y'w•• ;:tr, MINIMUM 1° MATTING W9LL NAVE DIRECT C~ITACT WITH THE SOp.. ~,OW AS INISCAIED {N THE AEwvE SCHEDULE. ALL DIVERSION ~ ~ SHALL E~ ~ PER 1HE SEEDING SCHEDULE ON MEET
r ~.=III-1 ~ I=I
ys~ PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF 1T)PSOIL ABOVE FlNAL .,..;ate _ _ GRADE. ,s.. s _ yy4 ~fII-1i1-Illy
' 1 ~ ~Ie' r ~~yyY _ _ 18" MIN. 4 -'~Ti-=-l I 1=III=1I I~I I I~~I I I~ I;,-- 7. INSTALL ER~ION t~ON'IROL MATTING oN TEMPORARY
~~a APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SQL IF ~1 I I=1 I I!I 1 =1 I I =1 I I-i i 11 ~I I I, ,1 I I_ DIVERSION PER DETAq. ,i I`~~ I I'_- ~ ~l I IJI I I-14 I---I I 7. ERASION CONTROL MArnNC sHALL E~ PER sPECIFICAi1~iS
~ NEEDED. ~~z I ICI 11-III= I~ I I I I I ~hN i ~ SECTION E-8s~ OR APPROVED EWAL.
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
s, VARIES
Q ~dS. • vp
I~~i SEE C-18 FOIL SEEDING REQUIREMENTS. 12 6
APPLY SEED TO StNL BEFORE PUgNG MATTING. ~ TEMPORARY DIVERSION DITCH
F 1 C-19 NOT TO SCALE
~~o INTERMITTENT CHECK SLOT WHEN U~NG PERMANf~IT LINER, APPLY ADDI110NAL SEED AFTER INSTALLATION ~aN INITIAL ANCHOR AND FlLL MAT WITH SOIL.
gZ~ H BEGINING OF NE~U ROLL TRENC IN,~ns~

EXTEND MAT 2 TO 3 FEET OVER CREST OF SLOPE AND EXCAVATE A 12' x 6"
TERMINAL ANCHOR TRENCH. SEE FlGURE 4.
ANCHOR MAT IN TRENCH ~ 1 FOOT SPACINGS, BACKFlLL AND COMPACT SOIL
DIRECT/ " ~,y..y r:4M,~,G}a;, I~Q~/ OVERLAP ADJACENT MATS 3 AND ANCHOR EVERY 18 ACROSS THE OVERLAP.
0 . r**.~$~~~;,~,:,~: ~;~.,v, TWE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE LOWER ELEVAl10N ~ 1' ;1~ f.ksx~,ti,:~ MAT. _ _ NATURAL GROUND
<•a. ~ a, z<•< STAPLE AT 1 STAPLE AT 1 .~<ti ~ ; INTERVALS ET)GES SHOULD BE SHINGLED AWAY FRO#,I THE FLOW OF WATER.
o INTERVALS ~ ; r• ~I• 5 k:. 1
° LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL ° <`t; k'.•,; ~p~<"'i STRET(;FI i1t~IT. SELECT I
`,,..~;r.r,. , ..~;..,,t DO NOT ` EARTH ~ BACKFlLL ~
V ANCHOR MAT USING U SHAPED WIRE STAPLES OR GEOlEX11LE PINS. B~ . r l
Y ~ ^ » a~w r», ~ ILl~.lffi6ii•n(~i IN .711A[III WAT~ tA'IMIHYr• ~ ~ e
12 •<~n='''~' EXCAVATE INITIAL AN(~IOR TRENCH 12"X6" ACROSS THE CHANNEL AT THE
~ • LOWER END OF 1HE PRO:~CT. SEE FlGURE 1. DO
~I
PLACE 6" x 6" CHECK SLOTS AT 30'INTERVALS ALONG THE CHANNEL SEE FlGURE 2.
CUT 4" x 4" TRENCH AL~IG TOP ~ BANK FOR MAT TERMINATION. EXTEND 4 MAT 2 TO 3 FEET ABOVE CREST IF POSSIBLE. SEE FltX3RE 3.
6" Do + 3' CLASS D BEDDING (ACPA)
F) BEGINING AT 1HE CENTER ~ CHANNEL AT THE DOWNSTREAM END OF THE
TOP OF BANK AREA TO BE LINED, PLACE THE Erro of THE ROLL IN ANCHOR TRENCH AND SECURE WITH U-SHAPED WIRE STAPLES OR GEOTEXALE PINS. SEE FlGURE 1.
TERMINATION IG R 4 F~ THE PIPE IS TO BE BEDDED IN COMPACTED
TERMINAL ANCHOR PLACE ADJACENT ROLLS IN THE AN(~i Ti~ICH iMTH A MINIMUM OF 3 OVERLAP. SECURE 1M1H STAPLES OR GEOTEXTILE PINS, BACKFlLL ANCH~t 4" LAYERS TO THE SPRING LINE FIRST,
TRENCH TRENCH, AND COMPACT SOIL THEN BACKFlLLED WITH HAND PLACED
UNROLL MAT OVER COMPACIID ANCH~ TRENCH, STOP AT NEXT CHECK SLOT MATERIAL COMPACTED IN 4" LAYERS TO A
OR TERMINAI. ANCHOR. DEPTH OF 12" MINIMUM ABOVE THE PIPE.
UNROLL ADJACENT ROLLS IN SAME MANNER, V~AATH A MINIMUM ~ 3" ~ OVERLAP.
EX1T]dD 2-3'
PAST TQP OF STAPLE AT 18" INTERVALS ALONG OVERLAP. BANK TOP OF BANK
FOLD AND SECURE MAT ROLL511GHTLY INTO CHECK SLOTS. LAY MAT IN 3 PIPE TRENCH
CHECK ~.OT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH BOTH LAYERS, TERMINATI~1 TRENCH BACKFlLL ANO CfAIPACT SOIL, CONTINUE ROWNG MAP UPSTREAM. SEE C-19 NOT TO SCALE
(FlG. 4) FlGURE 2.
BEt~N NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM ~ 1'.
SEE FlGURE 4 Fri TERMWAl10N AT UPSTREAM END.
SEE FKXIRE 5 FOR TRENCH AND CHECK SLOT LAYOUT.
MINIMUM OF
3" OVERLAP
PER SPECIFlCATIONS SECTION E-890.
CHECK SLOT
{FlG. 2) 12' SILT FENCE ON
LOW SIDE OF
ROAD
EXIS EXISTING
GF GRADE
TOP OF BANK TERMINATION INITIAL ANCHOR
{FlG. 3) ~qi FlG. G ASS ~MANNEL SCHEDULE (
1) Channel Eksi n Chan Bert Side Ike n Bann. Channel Q Tem . Perm.
Location Plow cfs} Width StoPe tkpih "n" Slo {~tfty Allow. Liner Liner
Grass Sw~ #1A 2.05 3.4X1 3.4X) 1..4X1 0.035 0,016 21.21 EC Fatting Grass ~j~`~`~~~%~~~~~~%~ ~ EXISTING
Grass Swale #16 5.11 3.00 3.4X1 1.00 0.035 0.028 27.85 EC Fatting Grass Grass Swats #1C 8.64 3.00 3.00 1.4X1 0.035 0.024 25.85 EC Fatting Grass GRADE
GrassSuvale #1D 17.82 4.041 3.011 2.1X1 4}.035 0.4X15 67.78 EC mattin Grass
e
TTY Gass Swale #lE 53.04 5.041 3.00 2430 0.035 0.4105 76.54 EC Fatting Grass Grass Savale #2A 4.24 3.00 3.00 1.0(1 0.035 0.020 23.51 EC matting Grass
VARIES Maass Swrale #28 6.28 3,4X3 3.~ 1.}X1 0.035 0.033 30,25 EC matting Grass NOTES:
Grass Swale #2C 9.07 3.043 3.00 1.00 0.035 0.021 24.12 EC FatSn Grass
Grass Swale #2D 20.59 4.00 3.043 24X1 0.035 0.009 89.48 EC Fattin Grass 1. CONTRACTOR TO MAINTAIN AND STABILIZE HAUL ROAD
Grass Swale #2E 56.32 5.tH3 3.4X3 200 0.035 0.005 74.56 EC Fatting Grass AS NECESSARY DURING CONSTRUCTION (INCIDENTAL
Gass Swale #Ki 9.27 2.00 15.(X3 1.(X3 0.035 0.005 26.97 EC Fatting Grass TO MOBILIZATION).
Grass Swaale #4 7.16 200 15,(X3 1'.00 0.035 0.005 26.97 EC Fatting Grass 2. RETURN TO ORIGINAL GRADE AT THE COMPLETION ~
BOTTOM Grass Swale #5 6.17 2.4X3 15.00 1.4X3 0.035 0.4305 26.97 EC matting Grass OF BANK Grass Swale #6 5.29 2.4X1 15.410 1.4X1 0.035 0.4105 26.97 EC matting Grass WORK.
3. VEGETATE ALL DISTURBED AREAS.
r~ 'CHANNEL IJNERS SHOWN IN 1HE ABOVE SCHEDULE ARE INCLUDED IN PAY ITEM E-B90-1 4. REMOVE SILT FENCE UPON FINAL APPROVAL OF
TRENCH AND CHECK ESTABLISHED VEGETATION. 5. PLACE DOUBLE ROW OF SILT FENCE ON BOTH SIDES
SLOT LAYOUT OF HAUL ROAD THROUGH WETLANDS.
1 CHANNEL LINER RECOMMENDED INSTALLATION 4 TYPICAL HAUL ROAD SECTION
C-19 NOT T4 SCALE C-19 NOT TO SCALE
1'~4~ FQR BIDDING ONLY
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 EXTENDEE DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS (TENDED RUNWAY SAFETY AREA PROJECT DRAINAGE AND EROSION C-19
JPK JULY 2010 [phone] FOR THE CONTROL DETAILS & NOTES
APPROVED BY PROJECT NUMBER BIDDING /
PS 80324.00.CA DICI%00N Office Locations: JL REV. NO. DESCRIPTION DATE RLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION JOHNSTON COUNTY AIRPORT SHEET #3 -22
REVISIONS South Carolina RECORD DWG. Ne LjCjENSE No. F_0374 SMITHFIELD, NORTH CAROLINA

zW~, x
b~ ~
~ TREE PROTECTION AREA
~ ~ 18"
" Q PERFORATED PLASTIC FENCE DETAIL ~ DO NOT ENTER 1.25 LB. LINEAR FT. STEEL POSTS / i
o d- 8' e " EXTRA STRENGTH a
~ ' FLTER FABRIC y'~' ~ WARNING SIGN DETAIL ~ w
~ WITH WIRE FENCE ~ EDGES SHALT. BE TAPERED OUT ~~1~~, TOWARDS ROAD TO PREVENT
®P0~ TRACKING OF MUD ON THE EDGES
~ tr
,tll a...~> , ~ ~ J 6' STEEL T POST ~ F~ PLANT CANOPY, FACTORY PAINTED ~~~W ~ " ~ ~B~O P
DRIPUNE °,a ~ ' HEAVY Dl ~ HEAVY DUTY PLASTIC T1E P G P~ °
..8~ -~>.e ~ . a ~ n ~ ~ " FOR c BACKFlLL TRENCH WITH ~ ~ ,bm~ ~ FOR STEEL POSTS 15~~ °
COMPACTED EARTH ~ ORANGE, UV RESISTANT, HIGH ' ~ ~p~" ~
o ~ -TENSILE STRENGTH, POLY ~ a°
" ~ BARRICADE FABRIC TYPICAL ~ " ~ 2 ~ t , J .m ~ ~ ra
~ M~ % ~ ~
EXlSTiNG PLANT ~ ` e~, 6-INCH MIN. . ~~~~ry , 4;~,
MIN. 12-t 2 GA. BURY FAE --BURY FABRIC K
~ USE EITHER FLAT-BOTTOM ~ LLLLLLL LLLLLL RES ~ .fi~~; 1. INSTALL A CULVERT PIPE ACROSS THE AVERAGE STONE DIAMETER . m ENTRANCE WHEN NEEDED TO PROVIDE
W # MIN. to GA. o OR V-BOTTOM TRENCH ~ LINE WIRES L L L L L T~ SOT L L L LIMIT OF CANOPY, SHOWN BELOW OF 2 TO 3-INCHES WITH A ~N~ POSITIVE DRAINAGE.
LLLLL ~ L DRIPUNE SILT FENCE INSTALLATION IN 6-INCH MINIMUM DEPTH 2. DIVERT ALL SURFACE RUNOFF AND
NFg ANGE„ UV STANT,
' LLLLLLL L L L HIGH - TEN~LE ~ ~ {MADE STRENGTH, POLY UNDERLINING NON-WOVEN GEOTEXTILE FABRIC DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN OR
BARRICADE F C 18-IN. TO 24-IN. F" tNG (TYPICAL) FILTER FABRIC FILTER FABRIC 18-IN. TO 24-IN. TO 24-IN. OTHER SEDIMENT TRAPPING
STRUCTURE.
Z~ COMPACTED COMPACTED
P VIEIM ~ PROTECTIVE FENCING AR~lND STPIGLf TREE -EXPAND AS NECESSARY EARTH EARTH
24 Z4-IN.
RUNOFF RU Mlit NOTES. (MINIMUM)
lewa..nw~ ~ n q.o. a..~ 32 t ~ 1q$ ~ 1. ALL PLANTS TO BE SAV® SHALL BE PRQTEGTED BY FENCING AS I " I- ~ ~ { ~ ~ k I i ~ ~~,f I r:
SHOWN IN IRIS DETAIL ~ 3 STABILIZED CONSTRUC110N ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A
~ I _ i ~A~ ~ I ..5 ~s 3 ~ fi.. ~ +~n CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.
2. CONTRACTOR SHALL INSTALL FT:NCING PRIOR TO BE(~NNING ANY _ - 9 N,..., a fa~ m. „,y CONSTRUCTION OR GRADING ACTIVITY. 8 IN. ~ a ~ ? sMti,"~ 8-iN. ~ 4I ~ z„
FILTER
3. CONTRACTOR SHALL CALL FOR INSPEC110N AND APPROVAL OF 4-IN. (MINIMUM] fiLTER FABRIC PROTECTIVE FEIdaNG PRIM TO BEG~JNING ANY CON5TRUCTIONI ~ FABRIC fER FABRIC CONSTRUCTION SPECIFICS DNS:
GRADING. 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJEC110NABLE MATERIAL AND
FLAT-BOTTOM TRENCH DETAIL V°SHAPED TRENCH DETAIL 4. PROTECTIVE FENCING SHALL BE LOCATED AT OR OUT~DE DRIPUNE OF i DETAIL PROPERLY GRADE IT.
TREES AND 1° MINIMUM QUT'~DE SHRUBS OR OTHER PLANTS, 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCA110NS SUBJECT TO
SILT FENCE DETAIL; SEEPAGE OR HIGH WATER TABLE.
1 TREE PR TEC110N FENCE DE AIL
C-2 NOT TO SCALE E ~ E,E TO US~IT SILT FENCE IS APPLICABLE IN AREAS;
MAIN NANCE:
WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE fENCE IS 100-FEET. 100-FEET. MAINTAIN THE GRAVEL PAD IN A COND9T10N TO PREVENT MUD O SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) I5 2H:1V. E) I5 2H:1V. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS. USED TO TRAP SEDIMENT AND CLEAN IT OUT A5 NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONADLE MATERIALS
NOTES: SPILLED, WASHED, OR TRACKED 4NT0 PUBLIC ROADWAYS, OR AIRFlELD PAVEMENTS.
PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP. FLOW L BMP.
t. KEEP CLEARING AND EXCAVA110N OF THE STREAM BANKS CONSTRUCIIQ,~, SPECIF(CAlIONS:
AND BED AND APPROACH SECTIONS TO A MINIMUM.
2. DIVERT ALL SURFACE (MATER FROM THE CONSTRUCTION SITE 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95~ BY WEIGHT OF POLYOLEFINS OR POLYE NS OR PoLYESTER? WHICH is 3 TEPQRARY GRAVEL CONSTRUCTION ENTRANCE
NCDOT 5 OR X57 ONTO UNDISTURBED AREAS ADJ~NING 1HE STREAM. CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS II ~UIREMENTS IN ASTM D 6461. C-20 NOT TO SCALE
WASHED STONE SYNTHETIC F1LTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZER; 3. KEEP STREAM CROSSING AT RIGHT TO THE STREAM MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCT14N LIFE AT A TEMPERATURE RAI i STABILIZERS TO PROVIDE A
FLOW 'ERATURE RANGE OF 0' TO 1Z0' F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIM( _ STABILRED ALL DISTURBED AREAS SUB~CT 0 FLOWING FEET. MAKE SURE THAT STEEL POSTS WAVE PROJECTIONS TO FACILITATE FASTENING THE nTH A MINIMUM LENGTH OF 5
. ~ ; . ~ ~ tMATER, INCLUDING PLANNED OVERFLOW AREAS, WI1H RIPRAP 3TENING THE FABRIC. E WITH A MINIMUM 14 GAUGE AND Z
OR OTHER SUITABLE MEANS. 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MII 'I i~ # ' ~ A MAXIMUM MESW SPACING OF 6 INCHES.
~ ~ I ~ I ~ ~ I I ~ ENSURE THAT BYPASS CHANNELS NECESSARY TO OEWATER STD Silt FENCE C-ZO POST
~ I I ~ THE CR G SITE ARE STABLE BEFORE DIVERTING THE
WIDTH y ! , ~ ~ STREAM. SEE MEET Cr7A FOR PHASE 1 CONS'tRiJCTION ~ ! + SEQUENCE AND SHEET C-22 FOR PUMP AROUND DETAIL CONSTRUCTION: P05T (TYP~
PER i I s { I i E
PLANS ~ ! ~ ~ 8. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIAIEI.Y WHEN 1. CT ~ ~ , , CONSTRU THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTH( ~ THEY ARE NO LONGER NEEDED. R THE STREAM NGTH SYNTHETIC FILTER FABRICS. - 4' MlN -
5 ? ~ ! ~ I ' I CHANNEL To IT ~tIGINAL -SECTION, AND SM~3TH 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE rHE5 ABOVE THE GROUND SURFACE. --W _
~ ~ j E ~ ; I AND RPPROPRIATELY STAEIIUZE ALL DISTURBED AREAS PER (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THI (LURE OF THE STRUCTURE.) - TH OF THE BARRIER TO AVOID - - - -
i E ~ I ~ ~ + ~ k DETAILS 3 AND 4 ON SHEET C-2t. 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE E ~ " ~ JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A ONLY AT A SUPPORT POST WITH 4 - _ - -
FEET iNIMU 0 P M M VERLA TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO TNI IRELY TO THE UPSLOPE SIDE OF THE
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE FASTEN THE WIRE REINFORCEMENT, ~ - -
CLASS B EROSION STONE THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHE ZIP TIES SHOULD HAVE MINIMUM 50
POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF B FEET APAF i B FEET APART, SUPPORT POSTS ;
SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM ~ 24 INCHES. 24"
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE ME IRE WIRE MESH SUPPORT FENCE. EL VA TIQN
EXISTING STREAM CHANNEL SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP 11ES SF ZIP 11ES SHOULD HAVE MINIMUM
50 POUND TENSILE STRENGTH. STEEL POST
P A VIEW 7. EKCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PR+ ONG THE PROPOSED LINE OF POSTS
AND UPSLOPE FROM THE BARRIER. WOVEN WIRE FABRf C
a3. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOR+ 'ACT. THOROUGH COMPACTION OF 1. INSTALL SILT FENCE PER STD. SILT FENCE HARDWIRE CB.OTIi
THE BACKFILL IS CRIIICAI TO SILT FENCE PERFORMANCE. DETAIL FILTER OF i"
10. DO NOT ATTACH FlLTER FABRIC TO EXISTING TREES. 2. LOCATE REINFORCED OUTLET AT LOW POINTS DIAMETER WASHED
OF SILT FENCE BARRIER. STONE
LENGTH PER PLANS ` fILTER FABRIC ON GROUND
MAINTENANCE:. 3. PLACE STONE WITH CARE. DO NOT TEAR SILT ~
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY R MAKE ANY REQUIRED REPAIRS FENCE FABRIC. ~ ~ tl~'
NCDOT 5 OR X57 IMMEDIATELY.
WASHED STONE
L 5' - SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR DECOMPOSE OR BECOME INEFFEC' MME INEFFECTIVE, REPLACE IT
. ~ PROMPTLY. DURY WIRE FENCE ~
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE } ~ x x ~ _ ~ `r ~ REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CL IME FOR THE NEXT RAIN AND TO AND HAR ~yyp0~ E DURING CLEANOUT.
i~ S d k n 4
E ~ I ~ w ~I ~ g~ ~ va I "°n i ~w~- g ` ~ REMOVE AlL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPQ~TS AND BRING THE AREA TO mro~.~ I ' - IT FTER THE CONTRI U11N RA S 0 HE AREA TO GRADE AND STABILIZE
. ~ = A B G D INAGE AREA HA BEEN PR PERLY STABILIZED.
`1 I ~ I°~ CLASS B EROSION 5TON ~I~ E
11 I
! ~ ! ~ a a ~ a ~ w;.! a ~ SILT FENCE DETAIL
I .,x ~ ? ~ ~ I I I TEMPORARY PIPES SIZE _ ~ ~ g ~ ~a~ s ~ ~ : I~~ ~ ~ I~ MIN. PIPE COVER TO BE ~-I ~ I~` ~I ~ ~ y I C 20 NOT TO SCALE
AND TYPE PER PLAN HALF OF PIPE DIAMETER
OR AS SUGGESTED BY
MANUFACTURES EXISTING STREAM CHANNEL SPECIFICATIONS
S CTl N ~ SILT FENCE OUTLET DETAIL
C-20 NOT TO SCALE
~ TEMPORARY STR AMC IN
E R SS G C-2O NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DAZE
1 REVLON PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 E TE N D E C (TENDED RUNWAY SAFETY AREA PROJECT DRAINAGE AND EROSION C-24
DRAWN BY PROJECT DATE ~lk COLUMBIA. SC 29223 APPROVALS JPK JULY 2010 11111111111~11%w [phone] FOR THE CONTROL DETAILS & NOTES
APPROVED BY PROJECT NUMBER BIDDING
DI SON Office Locations: JC PS 80324.00.CA w k, K JOHNSTON COUNTY AIRPORT SHEET #4 -22
REV. NO. DESCRIPTION DATE ALE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia CONSTRUCTION REVISIONS South Carolina RECORD DWG. SMITHFIELD, NORTH CAROLINA

~WW
~;~fr
i i r ~ ~ 250 1.5 1°5' 5 MIN.
~B
~
N
~
~ , r_______________________~
FRAME AND GRATE : NEENAH I
R-3460A rOR APPROVED y~ I I OUTSIDE WALL OF
F~
~ li"; ~ CB (CATCH BASIN}
~ ~ ~ r~.r~` 1 MIN. I I
P ~;P ~ a 'p y Y~~ 'S.: fy I I
' d~° ~'•a~4t, ~ ~ P tea` s ~,r"~ a+`:v~~~' `Yi~~'~. `°`~r .
4F'~r"~ s" f~„f.i p s f'4 s ~ `~~,~n°~, I~..~*... d *t'~ e": ~ y' FY 4 f ` ! `".,.~°'v~,r°a°0. ,°®6; aL~ ',n °{a~•,~..'"~~r?+'~ ~4 ,R s aL~ ~"rt~ ' yta+ yr "e, 9.~''v S.e' S, ~ I ~ ~ I I
3C 4 ~ rf ~ ,,A`` r r" .r~r°~y .s~ • x~ ~ •:b ,s s.,"~ ~ ~r°~a, ~t~ J~@, ~f~r~ a4, e t` ° 'R ~d` t .a r ~ a ~ t ,a ~a~'` yd "a m .r" „„a ` ~ r' ~ ~'`a ~rr , `~at~ ~ I I I I
h M. 'u,~`i ~'~.4 E9''A 4~,, ~;~b '4 ~':~~y.~~F.'F by FRS 4e1,q k?n ~c~b`'{,p~` ~'.R'^l. ~~l'~F'. `~'°~1 'h~ ~a `y ",t4 a' dl 4. ~i~ VR, A. R.. ~ya q~ ~ ° rrt R~~ y~ ~L k.(F R F e o+ J E. C' ~?y. ~ 0S e d k ~ ~ f~' 1. ~ 5
Ld~ ~ ~ `",.°~'h,.r* dr°~`+av~," ~,f~ffs°' ,d a`1,, d~ s':~F eiE,i ? `e~t° f ~ A'~+'t~~ a ~r P fx~' ` sr S ys, ~ ~rln~ 'a" .r~u yd py~F`~ ~ R ~ ,r® ,~R ,r'^'° r'rt k,!" i' ` •d .,r''~~f '~9' vhf e C' ~ryu :V f j'•yY. 6'' d' 0 4,~~ d> ~6an b '•x to. i, 'R ~~d e0 4a ~ ~ 'S "0 6 ~ a S 3' I I C~ I I
' ~ r K. • r ~ ''i I i I I(SIZE®PERPPLANS}
I I D~ I I
~F~ 3 SQUARE 8 ~r I
1~ ZZ , V~IIJ '~'s`n~`~os A
a~r~: • 3°_0~ ELBOW AS REQUIRED j I I I
PRECAST REINFORCED ~ CONCRETE DROP INLET : p?•• HDPE PIPE I I I I
y, SIZE PER PLAN ° ~ • INVERT IN Ia )
PER PLANS ° I I>;
I L________________J I
n~ I
1% SLOPE MIN. ~ ~ 9 o~ • • 2 MIN, SEEDING PER SC DING PER SCHEDULE AND 1 I P
~ FS ' QUTLET PIPE PROJECT SPECIE a )<IECT SPECIFICATIONS L-__...____..........--------------J -1
~~'~J~9~~rt1, a
a==~'~ r `a n 3'
FINISHED GRADE PLAN AT .GRATE
~ ~ ~'s
~ ~tl ~
Z PLACE ,
GROUT FROM CONCR TE _ E INVERT TO INVERT C 2 COLLAR
d `~'4 .'q
~ EXISTING GRADE
w 4~;a.r 1a' (TYP.)
KEY Nd 12 OR P PLANT ZONE 2 (20) PLANT ZONE 1 (30) 'MOTH VARIES
MAUFACUREIYS ° a~°~
SPEaPCAnoNS HDPE PIPE °~:'~r
SIZE PER PLAN1 `~~°r 1 ~'q ACCESS SHELF
"4 s" y r"~~S ~
f HOPE FES
~d° ~h
PAYMENT FOR THE ENTIRE ASSEMBLY SHOWN ABOVE SHALL "°~a~.:~ a V ELBOW AS REQUIRED SIZE PER PLANS
qq~r BE MADE AT THE CONTRACT UNIT PRICE FOR EACH ~i VARIES d°
~ PERMANENT SLOPE DRAIN AS SHOWN ON THE PLANS. PROPOSED BANK
PIPE SHALL CONFORM TO AASHTO M-294-90 TYPE S. ~°`^~~t~°~ ~6~ ~ a{
STREAM BANK PLANTING 1 ~ SLOPE MIN.
ERO~aN c.~IroRl MArnNC PIPE SHALL BE INSTALLED AS PER MANUFACTURERS ~q~ ~ 2' MIN. M~ ~ "
PLANT LIST (E-s~o-2) RECOMMENDATIONS. ` t,,r; f4.0' ,
I NTIFI AM MMON NAME SCE C N E C0 J '`Vi'i.'' ~ R ~.,t".t w 4Fa' ~wM1~ac~, s; `a° .s°'b~'~;%~,r'+., °'~'°`a~'~~ s,. a ~
GROUT AROUND ALL PIPE OPENINGS FOR WATERTIGHT ZONE 1 t2.® SEAL
Acer rubrum Red Ma le P PLACE 2
Fraxinus penns~vanica Green Ash CONCRETE C-2
Carpinus caroliniana Ironwood SECTION VIEW ~VI COLLAR
Acer n undo Boxeider e9 Platanus occidentalis American Sycamore ~ NoT KEY IN EXISTING RiPRAP OUTLET 5 MIRAFI 100X OR EQUAL 1N TOUT pROTEC110N (TYP.) -17
* E.C. FABRIC AT CHANNEL ~I Ilex verticillata Winterberr Hall TYPICAL PERMANENT SLOPE DRAIN Y Y Tt>E OF GRADING BOTTOM GEOTEXIILE LINER PER PLANS
*Cornus amomum Silky Dogwood NOT TO SCALE
C--2 *Viburnum ddntatum Arrowwood
ZONE 2
Acer rubrum Red Maple Prunus serotina Black Cherry
Liriodendron tuiipifera Yellow Poplar
Fraxinus pennsylvanica Green Ash
Platanus occidentaiis American Sycamore
*Ilex vertdcillata Winterberry Holly
*Cornus racemosa Gray Dogwood
*Cercis canadensis Redbud *Aronia arbutifolia Red chokeberry '
*Shrubs
° ALTERNATIVE SPECIES MAY BE USED UPON APPROVAL BY 12»
THE ENGINEER. ® PROPOSED ® TOP OF BANK ® CONCRETE K ? ~ ANCHOR COLLAR
NOTESo e® (Tm.)
4„ S11~EAM BANK PLANTING EROSION CONTROL MATTING ° •
1. INSTALL EROSION CONTROL MEASURES AND TREE SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE KEY IN 12» OR PER CIRCULAR REINFORCING
PROTECTION AS SHOWN ON PLAN. THE CONTRACTOR MAY ` ° SMALLEST OPENING NECESSARY T4 ACCOMMODATE ~ MQDIFY OR RELOCATE EROSION CONTROL MEASURES TO EACH PLANT SHALL BE CUT INTO THE FABRIC USING A MANUFACTURER'S PROPOSED HOPE ~ F - ~4 BAR-24» DIAMETER
MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS. STREAM BANK PLANTING ® STREAM BANK PLANTING INSTRUCTfONS 9.0' FROM e~, (2 EACH)
SHARP KNIFE OR SHEARS. EROSION CONTROL MATTING ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ORDINARY HIGH HIGH EROSION CONTROL MATTING TOP OF BANK ~ ~
® WATER MARK ENGINEER. RK ~I ~ G~
CLEAR AND GRU AREA OF ALL TRASH AND ~ p 11~ 1m
EXOTIC/INVASIVE VEGETATION. PLANTS SHALL ®E INSTALLED IN STAGGERED ROWS. KEY IN 12„ OR PER MANUFACTURER'S
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR PLANT SPACING SHALL BE APPROXIMATELY NINE FEET INSTRUCT10N5 .0' FROM KEY IN 12» EROSION CONTROL LINER 1.0' 12»
ADJUSTED WITH THE APPROVAL OF THE ENGINEER. g,0' BE N PLANTS IN THE SAME ROW. ROWS TOP OF BANK c) 4® PRIOR TO ROUGH GRADING STREAM BANK, HARVEST AND SHALL. BE STAGGERED SUCH THAT PLANTS ARE PROPOSED BELOW ORDINARY HIGH 2~»
STOCKPILE THE TOP 6 INCHES OF TOPSOIL. KEY IN 12 EROSION CHANNEL WATER MARK
APPROXIMATELY F{VE FEET (5,0) APART. AT LEAST 50 , 5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES CONTROL LINER 1.0 BOTTOM
PERCENT OF ALL PLANTS USED SHALL BE FROM ONE TO ALLOW FOR THE APPLICATION OF STOCKPILED BELOW ORDINARY HIGH GALLON OR LARGER CONTAINERS. AT LEAST 4Q~ OF
TOPSOIL. PLANTS IN NES 1 AND 2 SHA E A SHRUB WATER MARK 1, zQ LL B 1. LINE ALL CHANNEL BANKS WITH EROSION CONTROL MATTING 2
6. STABIUZE GRADED BANKS WBTH SEED AND MULCH. SPECIES. PER SPECIFICATION SECTION E-Bgo. CONCRETE COLLAR DETAIL
7. INSTALL EROSION CONTROL MAT PER MANUFACTURER S
INSTRUCTION. PLANTING SHALL CONSIST OF 5 SPECIES FROM THE 2• B, INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS ABOVE PLANT UST, EACH SPECIES SHALL REPRESENT 2. ALL STREAM BANK L{NNER SHALL BE CONSIDERED C-Z1 NOT TO SCALE
SHEET. 20~ OF THE TOTAL PLANT1NGS BASED ON THE ABOVE INCIDENTAL TO STREAM BANK PLANTING EROSION CONTROL
NOTED SPACING, MATTING (E°890-2).
4 STREAM SANK EROSION CONTROL LI JTROL LINER
3 STREAM STABILIZATION DETAIL
C--Z1 NOT TO SCALE
C-Z~ NOT TO SCALE
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
9 REVISION PER NCDENR REVIEW COMMENTS 5-4-90 CRT AS SHOWN SUITE 110 EXTENDEE (TENDED RUNWAY SAFETY AREA PROJECT DRAINAGE EROSION AND C®21
DRAWN BY PROJECT DATE COLUMBIA, SC 29223 APPROVALS JPK JULY 2010 [phone] FOR THE CONTROL DETAILS NOTES
APPROVED BY PROJECT NUMBER BIDDING "ON PS 80324,00,CA
DIC;'IA%Q Office Locations: JHSTON COUNTY AIRPORT SHEET ~-22
REV. Np. DESCRIP110N DATE FILE NAME PLOT DATE community Infrastructure consultants North Carolina Georgia CONSTRUCTION South Caro lina RECORD DWG. SMITHFIELD, NORTH CAROLINA #5
REVISIONS NQ LICIENSE NO, E--QaZA

z~
,
DOWNSTREAM
FLOW
~ 1. EXCAVA110N 5HALI_ BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLONf.
" 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 500 FEET IMPERVIOUS POLYETHYLENE
~ MAY BE DISTURBED AT ANY ONE 11ME. ffi 4. PUMP AROUND FOR TEMPORARY STREAM CROSSING SHALL BE CONSIDERED INCIDENTAIL TO TEMPORARY STREAM CROS~NG MEMBRANE ON FACE 20 MIL THICK LEVEL WITH TOP OF
(P~-t 56--6). 3'- 0" BANK OR AS
~,H 5. PUMP AROUND FOR DIVERSION OF STREAM CHANNEL TO PROPOSED CULVERT SHALL BE CONSIDERED INCIDENTAIL TO THE NECESSARY
~ : INTAKE HOSE ~Z REINFORCED CONCRETE BOX CULVERT (D-752-1~

~ ~Q~f.I,.Of C QN FOR TYPICAL PUMP AROUND PUMP !MP
~~W 1'-
~ t. INSTALL STILLING BASIN OR SEDIMENT BAG AND STABILIZED OUTFACE USING CLASS A RIP RAP AT THE DOWNSTREAM END OF a` THE DESIGNATED PROJECT WORKING AREA.
~x 2, T'HE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW 1
FROM UPSTREAM OF THE WORK SITE TO THE SPECIAL STILLING BASIN OR SEDIMENT BAG.
~ 3. INSTALL UPSTREAM IMPERIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION. ~1
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA. THE CLASS 1 RIP RAP, NJ BARRIER
PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILL ALSO ~ ~ OR OTHER APPROVED
~ FLOW INTO THE OUTFACE STABILIZED WITH CLASS A RIP RAP. ® MATERIAL
5. THE CONTRACTOR WILL PERFORM STREAM REROUTING WORK IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL ~ CONSTRUClI~I SEQUENCE. ~ ~ ~ (IF USING RIP RAP
6< THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE. REMOVE ~ ~ DOWNSTREAM, SLOPE NO
S ~ IMPERVIOUS DIKES PUMPS AND TEMPORARY FLEXIBLE HOSE PIPING STARTING WITH THE DOWNSTREAM DIKE FIRST. y ~ GREATER THAN 2:1)
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STLLING BASINS AND STABILIZE DISTURBED AREAS WITH SEED AND F WORK IMPERVIOUS DIKE US DIKE
EROSION CONTROL MATTING. ~~y AREA
z~ r

BARGE HOSE
DISCHARGE I°
SANDBAGS, CLASS 1 RIP RAP OR
gTHER NON-ERODIBLE MATERIAL
TYPE 2 FILTER FABRIC
`~J~,.,
If ' ~~-T"`)~

_,s_~~ IMPERVIOUS DIKE KE
; 2 IMPERVIOUS DIKE
d y .c C-2 NOT TO SCALE
STABILIZED OUTFACE
CLASS A RIP RAP =
10 MIN STILLING BASIN OR
OFF TOP SEDIMENT BAG
OF BANK LOCATION
FILTER FABRIC
TIL ING BASIN yy S L 4to6
BERM CREATED
1.5 ft DIAMETER FROM EXCAVATED _1.5 ft
RIP-RAP S OL
STONE OUTLE ~E ®UTLET
b STRUCTURE JCTURE
I I flow I 2:1 H: V
a I I FILTER FABRIC 6 I
3' MIN B 3' MIN
to - zero ,M,,!
~ e S CTION A-A STONE OUTLET
4" MINIMUM DEPTH STRUCTURE
EROSION C ®NTROL MATTING
SECTION B-B 6 MIN
PLAN ,~IE~
EXISTING CHANNEL
STILLING BASIN DIMENSIONS
~a„ ~b~
Basefiow Area Length Width
cfs sq ft
ft ft
0.1 43.6 10 6
0.2 67.1 14 7 1 PUMP AROUND
0.4 174.2 19 9 C-2 NOT TO SCALE
0.6 261.4 23 11
0.8 346.5 27 13
1.O 435.6 30 15
NOTE® STILLING BASIN SIZE TO BE ADJUSTED
BY ENGINEER 1N THE FIELD PER BASE FLOW
CONDITIONS.
PROJECT MANAGER DRAWING SCALE 1001 PINNACLE POINT DRIVE RELEASED FOR DATE
1 REVISION PER NCDENR REVIEW COMMENTS 8-4-10 CRT AS SHOWN SUITE 110 T COLUMBIA, SC 29223 APPROVALS DRAW BY PROJECT DATE (TENDED RUNWAY SAFETY AREA PROJECT DRAINAGE AND EROSION C-22
1K C JPK JULY 2010 [phone] - FOR THE CONTROL DETAILS & NOTES
APPROVED BY PROJECT NUMBER BIDDING
P 4 A SDUtA..; I N Office Locations J~ S 8032.OO.C CONSTRUCTION REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia JOHNSTON COUNTY AIRPORT SHEET #6 -22
South Car olina RECORD DWG. REVISIONS SMITHFIELD, NORTH CAROLINA
tic UQ= Nil E--QW