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- NOTE: 1. CONSTRUCT DIVERSION DITC PRIOR TO INSTALLATION ~ ~ U 3
OF 60" PIPES AND HEADWA LS. MAKE DITCHES 10' WIDE ~ U o
WITH 4:1 SIDE SCOPES AND ILT FENCE ALONG EDGE (SEE DRAWING). ~
SEED AND MULCH. ONCE PE MANENT VEGETATION HAS BEEN ~ Z a
ESTABLISHED DIVERT FLOW I TO DITCH. AFTER PIPE CONS?RUCTION

0+ 00 HAS BEEN COMPLETED, FLO SHALL BE DIVERTED INTO PIPES. g a
REMOVE DIVERSfON DITCH A D ASSOCIATED SILT FENCE. ~
1.5' 2. ' T A X 5 IWAY STA.
00+ 40.0 0 2. THE 12 INCHES OF N0.57 PI E BEDDING FOR THE FOUR 60" PIPES CODE i0. N0. BODBt sizc o A
TAXI SANE STA. 00+37 .5 AND THE SILT FENCE AT OP NING OF PIPES WILL BE PART ~"`F ,•`~5'
OF EROSION CONTROL FEATU ES DURING CONSTRUCTION. rco oa+wixc ~o.
SiA PROJ. N0.
3. NO WETLANDS EXIST IN PRO ECT AREA. 25 iz 5 o zs so ~=E~. ~o.
~ C~ n ~ ` ~
U U CONSTR CONTR, N0.
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c~----- ~ , ~ ~ ~ ~ ~ _ ~ ~ ~ A - - - CODE i0. N0. 80091 SIZE D
+ _ _ i - ~ - ~ ~ SCALE; 1'.25'
; _ - ~ ~ O-__ i ~ ~ - - _ ~ FED DRAWING N0.
- ~ W r= z ~ - ~ ~ _ - _ 25 _ 5 _ ~ _ 25 - - - 50
° , - - STA. PROD. N0.
/ - SPEC, N0.
GRAPki,C SCALE BAR CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
M TCHLINE SEE SHEET C-12 TAXIWAY EROSION C ~
ONTROL PLAN STATION ;T ATION 4+50.00 S~4EET 3 OF 19
~ F!! E NAME: TW_BASE.dW_ P= T C^ _ PA
A: . Lu "aE~i '~J, A(~ LL C-13
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8'-0" MAX. POST SPACING a
~ WIRE FENCE WOVEN ~ ~
i ~
0 P 1. THE CONTRACTOR SHA~~LL SUBMIT TO THE ENGINEER AND OUdNER A DETAILED
v z0 F CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE
= ~ ~I ~ G ~ o i 0
- , ~ r~ P / ~ GENERAL C NSTRUCTI ~ N UENCE AND SAFETY PARAMETERS WHICH T ~ I 0 ~ SEQ MUS B~ I
i ~ / INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S APPROVED '
I ! / - EROSION CONTROL PLAi'~N SHALL BE INCORPORATED INTO THE CONSTRUCTION D
- _ S SEQUENCE PLAN.
- I
- _ - - ~ N ~ ~ I 2. ALL ~,ISTURBED AREAS ARE TO BE SEE~tD AND MULCHED 1N A(,CORDANCE WITH -~T T' r ~ Z
~ ITEMS T-901 AND T-90~ OF , Nt SPECIFICATIONS, WITHIN 21 DAYS 0. THE o
~ EXIST. GROUND LINE ~ ~ r ~ ~ ~ COMPLETION OF GRADING OPERATIONS.
SYNTHETIC FILTER FABRIC - 5 z > o w
y QO P `Q r
Q ~e~ ~m ~ 3. ANY FINES PENALTIE ~ OR OTHER COSTS ASSESSED BY STATE LOCAL OR THE ~ ~ f ~ U
ELEVATION VIE~N GOVERNMENTAL AGEN ~IIES FOR NON-PERFORMANCE OF THE EROSION CONTROL a
~ WASHED ~ S _EL OR REQUIREMENTS OF THI PROJECT AGAINST THE AIRPORT AUTHORITY SHALL ^ ~ ~ BECOME THE RESPONS ~BILITY OF THE CONTRAC i OR ANC ANY SUCH
r ~ ti"y00DEN POST WOVEN WIRE FENCE STONE ~ ~I 6 MIN,
~ NOTES: u~ ~ T I 'T ~T p ~ ,fin ASSESSMEN S, IF NOT~'~' PAID BY THE CON ~ RAU ~ G~,, WILL B~ utDUC ~ ~u FR01~~~
y ~ r h ~ II F T I' ~ I F T!~~ Ir ~ ti ONiES DU~ A I THE C~pti1PL_T,ON C S PRO~~.,T.
T F - SYN HET C FILTER FABRIC 1. AGGREGATE SIZE USE WASHED STONE .Y
I ~ I 2
i 2. DIMENSIONS OF GRAVEL PAD-
c THICxNESS:6 INCHES MINIMUM
18" MIN. WIDTH: 12 FO T MiNiM M R F WIT A INT 0 U 0 ULL D H AT LL PO S - n n n ~T i 1. OBTAIN tROSION CONI~IROL PLAN APPRC'!AL ANA ETHER N,!~rLI~,ABL~ PERP~11 i S I
r PRI R T I~ I I~~' N TR' TI N A. TIVITI~ _ ! C 0 COtv~7tNC NG „CO S UC 0 ~S r
EXIST. GROUND LINE OF THE VEHICULAR ENTRANCE AND EXIT AREA; WHICHEVER IS GREATER. I n ~~IT n I ~
2. 1NSTA~L ERASION CCNI,~ RCL JICES AS SHOV'vN ~N PLANS. o I ~ ~ w W
- LENGTH: 50 FOOT MINIMUM z - ~ - 3. PE R.ORM G~RNDING OP RATIONS. _
~ - U w J ~ r0
= 41, 3. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT Z Z ~ ~ ZO ~ ~ U 4. SEED AND MULCH AS ~EQU!RED. ~ ; ~ W ~ ~ W LIMIT ~o
~ COMPACTED SOIL OR GRAVEL SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM A r T ~ 1M U r F l i 'F ~ &
UTIL ITY BY ALL CONSTRUCTION VEHICLES. ONCE P~RMH1vtNT S~ DING NHS BtEN ESTAB"Sh_D, R~MO V ~ AFL i ~P,.~ uRAKY ~ w a ~ o
EROSION CONTROL FEA ORES. SEED ANC MULCH THE AREAS EFFECTED BY THE ( ~ ~ ~ ~ w I a~ v o c
4. AVOID STEEP GRADES AND ENTRANCES AT CURVES. REMO'JA.L.
SECTION 1IIEW 5. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE
FOR THIS ITEM. I 'i
I I
NOTE: i I IT T i C ~ T~ Ii ~ : ~ T Y ~
INSTA.~L SILT FENCE WHERE SHOWN ON THE PLANS AND ~T IM I NTR PRA I I WI CK ~ I ' I. qL~ ~~~OSION AND SE , E CO OL C .,~5 L~ ~t t CRS B~~ ,
r MAINTAIN UNTIL DISTURBED AREA IS COMPLETtLY STABILIZED, 3 HND CP~R~, ~ ION FOLLOIW~NG t~ tRY RUtiOr F PR~~~~ING ,~A,N AFL IN I
N.T.s. C14 Cl C14 C14 LESS THAN ONCE E'~~E ~ Y WEtK. ANY NttD~D REPAIRS ~~lu~ BE M~~D~ IP~IM~~~~I~TE~~Y
T(1 ~~GI IT IP.I 41 ' pR T C. ~ Ir` I~ ~ ~ ~ „ ~ A~~~, , .,A ~ ICES A„ D~S~~'~_D.
.
1 2. SED~P~"ENT 'WILL BE RE OVER FROM BEHIND THE EMPOR~.RY SiL ~ FE\CE 4N~E'` IT 11 ^ o ~ n~ 'I r - F ~ ~ it T f ~r :~.il~ ~ r ~ ~ n I ~ U
C12 C14 CLASS 'B~ EROSION ~y . i BELC~~ES ABORT 0.~ F'~. DE~P AT THE ~ ~N~E. IHE 5~~~ rE~~~,t B~ R~rA~~`~E~~ ~ ~
1.5 CONTROL STONE ^ ~I~ ~C~ ITAI ~ R ~S '~~Ct.,.,A~RY TO MAIN , „.N A ~ARRI~R. 2• 24" A X . ~ Q
MIN , x= x4 2' I ~ _ ~-.r _ 1 ! v . ~'v.;: 9 - ~~_yY ~ AT CENTER 3. TNt ENGINEER MAY DIREC I THA ~ ADD I TONAL SILT FENC Bt iti~ ~ AILED A ~ o I
_ _ f ^~-y r~iVY i iIViE rKiQK I U r II HL H~l,tr I AIVI,t. ~ o ~ o ~
,kti._`_4, L- -.04~- 0 ~ O
~ n '~~C, ! ~ ~ C T In i ~ ~ i a t' a SED~,,~~~NT WILD BE RE OVER ~ RCI~ TH'_ INLET PROIECTi~N D~vIC~~ WH~N ~ ~Q < ~
STORAGE CAPACITY P~ S BEEN A~PROXiMATELY 50~ FILLED. GRAVE i_ ti"ALL
_ I _ - '4 i
I= : ~ ~ Fll j ~ ~ti~,= r StCT1O~1 A-A FI T R FA ~RiC CLEANED OR REPLACE WHEN SEDIMENT POOL NO LONGER DRAINS ~RCPERLY LE B r r 1 r
a 5. ALL SEtDED AREAS WVLL Bt FERTILIZED, RESEE~tC AS NECESSARY, AND ~rIULCHED
- 3 F~L i ER r hBr~IC H ACCORDING TO SPECIFI ~ AT'~ONS .N THE VEGETATIVE PLAN TO MA!PJ~A'N A V'iGCROUS
o L =THE DISTANCE SUCH THAT POINTS DtNSt VEGETATIVE GO!VtR.
STAPLES (TYP.) - ~ - a r~*=~ A AND B ARE OF EQUAL ELEVATION
~ _ _ _ ~ A B L
- - o , F R F T' NTR T R T F FILL ANY CF THE RE~'UIREw1ENTS AILU E O hE CO ~C 0 0 UL
REQU~IRE',1ENTS CF SPECIIFICATiON SECTION 01060 MAY
TO B~ INSTALLED IN ACCORDANCE - 2 RESULT IN THE ENGINEER ORDERING THE STOPPING OF CONSTRUCT~C"~' CPERA`'0'~JS R q nr~ 1 ± ! `F~Ir ' (1~~ I i~`, o ~ U k'~,~,~Ru~,NCE I H THE '~FOL~~~~~iN~. z
I''' 'wITN QA, ' FA T~ R R P IFI ATi N ~ ~ ti N U C U E S S E C C O S _ ~z
(~.L~ DIR.) A. THE ENGINEER SHALL N" VE THE AUTHORITY TO SUSPEND THE '~ti'ORK 1dNCL'~Y OR IN o
PART BY b'V`RITTEN ORDE,, FOR SUCH PERIODS AS NE MAY DEEM NECESSARY DUE TO ;
4 CONDITIONS CONSIDERE !UNFAVORABLE FOR THE SUITABLE PROSECUTION OF THE ~ z M UdORK, OR TO FAILURE N THE PART OF THE CONTRACTOR TO CORRECT CONDITIONS ~ o 0
UNSAFE FOR WORKMEN ~R THE GENERAL PUBLIC OR TO CARRY OUT ORDERS GIVEN CR ~ w I
C12 C14 2 N.T.S. 4 ~ . TO PERFORM ANY PROJISIONS OF THE CONTRACT. SUCH SUSPENS~~N OF OPERA. T IONS w o
WILL NCT JUSTIFY AN E!'XTENSION OF CONTRACT TIME. ~ ~ W~ I
5' C12 C14 N . T s . -1.5' ~ p Q ~ o ~
i MIN.; ' ~ B. FAILURE ON THE PART Q~F THE CONTRACTOR TO PERFORM THE NECESSARY MEASURES Q w w I r ~r = Q I
~ No. 57 STONE ~ ; TO CONTROL EROSION ~ILTAT,ON AND POLLUTION WILL RESULT IN IHE ENGIN~tR ~ o Q U ~ , r r~ >
NCTI, YING THE CONTRA, TOR TO TAKE SUCH MEASURES, ANY FINt, PENAL ~ ~ OR i ~ _ ~
STORAGE. - - r ~ RNM NTA A -~N~~~~ES FOR z X ~ X 0 T HER COST ASSESSED BY STATE, LOCAL OR OTHER GOV~ E ~ Ct N ~
2~ ~ NON-PERFORMANCE OF ~ROSION, SILTATION OR POLLUTION CONTROLS AGAINST THE o Q ~
OWNER SHALL BECOME HE RESPONSIBILITY OF THE CONTRACTOR; SUCH z z
i i~k~.K Z. S~'~ N,1F.-~5 '~Y~~*.~~rli: iP~~:YI~.-~.YX`~i~: 10 'F TH NT T R H DEDUCTED FROM MONIES Q ~ O ASSESSMENTS, NOT AID BY E CO RAC 0 S ALL BE w v
DUE THE CONTRACTOR T THE COMPLETION OF THE JOB. IN THE EVENT THAT THE ~ w „r O m
CONTRACTOR FAILS TO ERFORM SUCH MEASURES WITHIN 24 HOURS AFTER RECEIPT ,.;r ~ ~ ~ z
DESIGN-- CROSS SECTION ~ FILTER FABRIC I SUCH NOTICE, THE ENGI EER MAY SUSPEND THE WORK AS PROVIDED ABOVE, OR MAY - ~ ~ ZC Q Q PROCEED TO HAVE SUCH MEASURES PERFORMED BY OTHERS. THE COST OF SUCH WORK z ~
z~.. SETTLED x-21 MIN. 1 ~ O
OVERFILL 6 i ~ ~ ~ !LL 6 v w
w TOP z ~ FOR SETTLEMENT E LEE w ~ w TT M N T Z
~I A , \ O U O
~ ~ WE.R LENGTH - - ^ ~ 3 ~T~ W IR NTH FT ~ TRHP R~Q a STORAGE CAP,ACIT"Y(FT) DEPTH ~ E LEG ( ) (
- - w w Z
TTY I h ' _ ~ • M A ~ N G O R * ~ ~ h, ~ p ~,~~y , UN~ TH Rb~~ IFI" t~- ~ , r ~ E S S 0 E S E S. E C t D, a. A 3,996 3.5 46 ~ z
EROSION CON ~ R~L 3,~ ~ ~-EMERGENCY ~ I _ B 3,114 3.5 40 ,~ERGENCY BY PASS w Q . ' - ° ~
TYI E 2 5 ~,~AX. - ~ _r~i r7 n~.;J ~ ~rs+~ 6 B~ L O W S BLOW SETTLED TOP C 4,374 3.5 50
. 5 ~ ,~a~~ L- DAM. C 2,034 3.5 35 A
NOTES: ~,~~;o~~ OF DAM. CODE 10. N0. 80091 SIZE 0
' ' I p T ~ , ~ 3 NATURAL GROUND 1. .,~0~ E DI ~ Ch TO ~~rir~NTAIN POSITIVE DRAINAGE OR AS DIRECTED. ~ ~ _ GROUND NOTES: score NDNE
~ ~ MIN. ~-2:1 SIDE 2. ~-ETCH LINING TO Bt INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 1 ~ 3 r r i ~ ~ F ~ FED DRAW'NO N0. 1. STORAGE CAPACITY SHALL B 1800 FT / ACRt OF DISI~R~ED AR~~.
SLOPE MAX.
5, '~NSTAi L MATTING TYPE 2 TO A DEPTH OF 0.5x DITCH PTH P~' ~ ~ FALTER FABRiC-- (DE 1 ~~~N., . 1.1 SIDE 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT 1 FT.~ LAYER OF NCDOT 57 s-A. PR°~. No. ~ ~ ' S?EC. N0.
OR AS DIRECTED BY THE ENGINEER. ~ 3. PLACE FILTER FABRIC BELOW] RIP RAP. i DoNSrR. DoN?R. No.
cTn~i~ c~r~Tin~i SCOPE 1vIAX.
.~IVI~L ~lL IVIV 4. t L MUVE LDIME N I I KAHJ) A5 UIKE( ED dY H~ tN(-~INLtK.
BASE DITCH s rrAVFnc oRnwiNC NO
N.T.s. C14C14 TEMPORARY SED SEDIMENT TRAP 6 SHEET 15 OF 19
h.r.s. ClC C14 ~ NA , DRAiNAG~S'~~ET.DWG ~OT SCAL~ 'P -14 F,L~
8 I 7 ( 6 I 5 4 2 3 4