20031203 Ver 1_Site Plan_20050404

MATCH LINE STA.170+50 -SEE DWG. N0. GD-1
~ ~
~ 1 _ NEW ERVICE ROAD STA. 170+83.58 = ,REMOVE AND REPOSITION, i, ~ ,
ONTROL POINT _ , ~ r TURE SERVICE ROAD ALIGNMENT f' ~ ~ ;EXISTING AIRPORT SECURITY FU ~ , ,FENCE WITHIN PROPOSED
P K ~ _ ~ ~ STA. 169+77.97 I ~r~n mmt~
N 489 706.3819 ~ ~ ~ t ~ PC 170+83.5 CLEARING AND GRUBBING ,
E_ ,586,930.1849 I A Y ~ 1 ~ ~ I ~ ~ ~ X1+10 a ~ , , ,e
fy, 0 , ~ ~ , - ~ i , ~ff
~ i s ~ ~ t~ ai: LOCAL ER ~ '15, << ~
J . 1 CLEARING AND ~ i ~ i;
~ . 'GRUBBING LIMITS ' ` I'' ` ~ , `k, ! x i ~
~ ~ / .r 6' ~1 1 ~ ~ l `t ~t i, t ~ I
\ . o . I i s r.. ` , a; , , NEW BERN N RTH AR LINA 1) ~ ~ ~?r`
0 r ~ ~1 ` ~ ;
x~ 4 .2$ ~ , ~ ~ / ; 0
~ ~ ~ ~ ~ ~ ~ THE O~ ~ ,I ~ i i f
o 0 ' PI 174+58.53 I 171+25.00 . " ~ ~ l = ~ ~ LPA ~ o~ ~ I~ - -
0 ~ 45 OQF 00.00 45 00 00.00 w 'I, i ~ .
~ ~ Lc= i 76.54 Lc= 76.54 I GROUP - . 1 ~'4 7 w ;,i
f' f REIL ~ R= / 100.00 R= 100 06` _ i TRANSPORTATION CONSULTANTS ~ r - ` ~1 ~ . I 1
- r 1 1 ( ~ I THE LPA GROUP of North Carolina .a. ~P
T 41.42 T 1.42 ' ~ ; ~ } 1 4904 Professional Court, Suite 201
~ o, ~ ~jl ~ ~ j'" Raleigh, North Carolina 27609
~
0 1 ~ ~ x ! ~ .I ~ , Member of THE LPA GROUP INCORPORATED 0~ ~ ' i ~ ATLANTA GA • BATON ROUGE LA • CHARLESTON SC
; ~ ~ ~ , I CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
• ~ PIPE OUTLET PROTECTION TYP. ( } f ` \ ~ 1 ~ ~ 3' GREENSBORO, NC • JACKSONVILLE, FL • KNOXVILLE, TN
APRON = 8 FT ' ! Iji ,I ~ i MOBILE AL • ORLANDO FL • RALEIGH NC / ~ ~ ~ ~ / ~ ~ ~ F ~ ~ RICHMOND ~ VA • ROCK HILL SC • SARASOTA FL
~ , f CL. B STONE 3 ,r' ~ ~ ~ ; !.I ~ ~ I i LLI TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL `
S ~ ~ 0 , THICKNESS = 18 IN. Q - EC 2 r W ~i 't r ~ t :i N
~ ` ' ~ ~ ' u. Designer:
' A i ~ ~ j j GOq ` ~ CDH
~ ~ r A 0'~i , / iE~ < ~ (n,:
t ~ A ix > ~0 r ~ x , 0 ~ ~X ti~ \ ~ ' ~+F• Technician: 5l ~ 3 •~i
~ + ~`f ) . - - - ' f ~ O ~ ' ~j i ~ iii 0 `t + RTB T ~ QI I , ~ 'l ,~rf
- - - ~ O i ~ ~ 1 ~ , a ~ ' ' i ~ Checked b . ~ ~ U
+ r ~ a r ~ ~ ~ ~ KRB
~ o ~ ~ i,`, Il f ~ ~ ~h 4 ; f ~ Project Number:
I ' I ~ _ n/ 'V i r r
O / • J I ~ ~ ' ~ RA081074 - ~ 1 _ ~ -
t V ~ f ~ _X WETLAND IMPACT LEGEND
• 'SERVICE ROAD BASELI~I~ 155. N ~ 1 ~ I I
\ 4 I ~ ~ I 1 i ,4 I
\ ! t , I 1
~ 0• - 10.3 ~ / ~ \ ; a \ ~ . J 0.0006 ACRES OF WETLAND IMPACT
• O ~ ` ~ " ~ ~ E : i
CULVERT INLET PROTECTION TYP. V ICLE BY-PASS F=3 0 I
C11ON '0 ' i t ~ ~ ~ i.
\ ~ SEE DETAIL ~ o _ 2 V ~ 8 ti' ~ + ~ a . x ~ •o° ~ f E
\ EC-2 p s \ 0 ~ \ / X Q t
~ ~ - r a x U \ ~ ~ . k 0.0003 ACRES OF WETLAND IMPACT
. , /
\ - - ~ ry, ~ ! ~ ~ r
' ~ ' ~ NEW SERVICE~RO~ - / ~ / 1` 40~ 20~ 0 40~ 80~ _RVICE SRO D STA. X74f95. 5 ~ ,
.4j D~ ~ _ FUTURE S~ VICE SE VIC ~ R AD IG MENT
~ ~ ~ ~ PI 1,77+00.94 ~ ~ ~ ~ A ~ \ ry ~ , : ~ _ ~ STA. ~ 4+95.65 4+95.65 , ~ ( LEGEND GRAPHIC SCALE BAR
i V ~4 ~ o - - 52130 37.120 ~ h \ ~ r ~
x ~ ~ ' 88.47 h Lc= TlW A ~ ~ ~ n J REVISIONS
1.:. ; ~ / ~ ~ • R= ~ 100.00 r ~v , e, ~ , . ~ - ~ ~ NEW PAVEMENT No. Descri tion Date B
SEE ~ SEE ry P Y , GRASS LIMIT
~ , * T 49.33 f 1 / NQ~ 1. NOTE 2. ~,:y-~~ . ~,y _ ~ ~ ; ~ i / '
~t ~ f- ~ / / ~ ~ X90 ~ EXISTING CONTOUR
- i' ' ~ ; ~ PIPE OUTLET PROTECTION (TYP.) ~ ~ ~ _ ~ ~ . f`
r ~ ti~ APRON - 16 FT o 9 S-65 -4 ~ ~ ~ ~ r 90 FINISHED CONTOUR
x CL. B STONE 3 ~ ~ ~ r. O ' l • ~
-4 - ~ ~ -THICKNESS = 18 IN. - _w.. ~ 2 , , \ ' / " - • - EXISTING DITCH LINE
-
~ ti - /.e. - t ti - ..m . f w. t , ~ WETLAND LIMITS p' j ; ' (SEE NOTE 3.)
F ~ ~ ~ ~ . ~ , , t } . . ~ _ .
,j ~ z ti,. ~ - - - y w_v ~ - ` ~W EXISTING TREE LINE • ~
r - - ,r/, _ ~ ~ : ~ ~ EXISTING RUNWAY LIGHT
_ , ,e,~ _ - a.. - - w - y. f ..w _ r
e ~ r ~ ~ tit - ~ ~ , P i , ---..__n. l , > N 0 EXISTING TAXIWAY LIGHT
f-v,
' _ = S-64 EXISTING AIRFIELD SIGN . / 0 _ ,e. "
\ f ~ ~ ' ~ FAA A.LP. Project Number: ~ r J " ~ ~ , ELEV SPOT ELEVAT10N
~ A~ . ,.gym-._.___. S 64 - - . NOTE: + 7
_ ~ . ~ ~ ~ ~2 \ ~ ~ r r
F ~ J M1 4 i n, \ •A ~ • _w _ NO GRAD~IG-MAY OCCUR~F t~~ ?.0 FEE 1.0% SLOPE Project Name: ~ _ ~ 1
I t. OF EXISTING R ~ , ~ , d Y 1+~1 . ' _ _ = EXISTING PIPES
f ~ ~ \ a,y / ! ~ / r- ""tip - - Y 4 m DRAINAGE STRUCTURE LEGEND .
u_ NEW STORM PIPE
, 75 LF OF 15 RCP CLASS III ®0.3% , ~
- \ it ~ -m.` s'. P-3 INV. IN = 8.75 w FLARED END SECTION / f
~ T RI~INAL APR ~ . INV. OUT = 8.53 w FLARED END SECTION ; / P-1 PIPE NUMBER D LE N .1
~ f w_ 'e ` r--' ~ 85 LF OF 2 24" RCP CLASS III ~ 1.4% • % Drawing Name:
~ 5 ~ TEMPORARY SILT FENCE P-4 INV. IN = 3.77 w/ ENDWALL SHEET EC-1 DETAIL 2
i \ 1f f r J` v.... r : ' INV. OUT = 2.58 w ENDWALL < /
u., f - p-~'f f -Y' ,,4 ° / , r ! RIP-RAP CHECK DAM
ERVI E ROAD ~ SHEET EC-1 DETAIL 5 ,
- NOTE NOTE:
yr, .r--~ ~ - ~ ~ 1. SI CULVERT INLET PROTECTION 1. SURVEYED BY MATRIX EAST, PLLC DATED 6 8 03
r r ~ / / SHEET EC-2 DETAIL 2 RADING AND \
_ / d _ PIPE OUTLET PROTECTION DRAINAGE PLAN
_ f ~ - rf ~ t 2. S \ r„ _ - _ ~ J' ~ ' ,.y f 2. SURVEYED BY AERO DYNAMICS DATED 9/28/95 WITH DITCH
s t / a.h ~ ~ SHEET EC-2 DETAIL 3
~ _ \ r INEATION PERFORMED BY 3. WETLAND DEL
~ f E, f N N RAV ECOSCIENCE CORPORATION ON JUNE 4, 2003. ,
\ V j r, A SEDIMENT TRAP Autocad Drawing Reference:
4. A _ r 4. ALL DITCHES WILL HAVE EROSION CONTROL MATTING. SHEET EC-2 DETAIL 4 . . PLAN-22X34.dwg
S _v , SEE DETAIL 4 SHEET EC-1 FOR DRAINAGE V-DITCH. ,
a X x x ~X X \ X ,,t - - ~ - ~ Date: Drawing Number: X X X X I
\ e X _ . ~ \ 1 JULY 2003 r,X X OX
~ X-~ ~ ~ ' ~ a A ~ ~ D- Business Unit:
RALEIGH

50' MIN.
L PHASING GENERA BUT SUFFICIENT TO KEEP SEDIMENT ON SITE
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED 1. ATTEND PRECONSTRUCTION CONFERENCE.
CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE N TE 0 S
WHICH MUST BE 2. INSTALL EROSION CONTROL MEASURES. y, GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS ±,a. 2"-3" STONE TO BE USED 25' OR WIDTH OF ~ , ~ fa4-_~` ~ , `
~Q INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTORS APPROVED 3. PERFORM CONSTRUCTION OPERATIONS ? 3 ~ Q PROPOSED STREET 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP '*r z_ 3 (SURGE STONE OR RAILROAD ~ ~
~o ~ ° LA T WHICHEVER IS TO ENSURE CONSTRUCTION ENTRANCE IS USED. ~ Q BAL S )
EROSION CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION ~ Q 4. SEED AND MULCH ANY DISTURBED AREAS. w ~ GREATER. XO w ~ 2. IF CONSTRUCTION ON THE SITE ARE SUCH THAT 1
SEQUENCE PLAN.
5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED, REMOVE ALL TEMPORARY THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING EW B N RTH AR LINA
AS LISTED BELOW: EROSION CONTROL FEATURES. SEED AND MULCH THE AREAS EFFECTED BY THE OVER THE STONE, THEN THE TIRES OF THE VEHICLES ~
REMOVAL. MUST BE WASHED BEFORE ENTERING THE PUBLIC PLAN
~ MOBILIZATION ROAD. THE
• MAINTENANCE PLAN EROSION CONTROL 15' MIN. LPA
~ CONSTRUCT WORK ELEMENTS „ 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS „ 35 MIN. GROUP-.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR 6 MIN. 6 MIN. ON TO THE PUBLIC ROAD, THE CONTRACTOR SHALL
~ SEEDING AND MULCHING STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL CLEAN THE AREA. TRANSPORTATION CONSULTANTS
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL 12" MIN. THE LPA GROUP of North Carolina, p.a.
PLANNED TEMPORARY EROSION CONTROL FEATURES BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ~ 4904 Professional Court, Suite 201
~~~~y~~ ~~~y~~ Ralei h, North Carolina 27609 i, i, i~~
1. TEMPORARY CONSTRUCTION ENTRANCE PAD 2. E IMENT WI R FROM WH S D LL BE EMOVED BEHIND THE SILT FENCE EN IT .~~X~
2. TEMPORARY SILT FENCE BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL EXISTING ING Member of THE LPA GROUP INCORPORATED FABRIC UNDER STONE ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ROADWAY WAY CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
I CROSS SECTION GREENSBORO, NC • JACKSONVILLE, FL • KNOXVILLE, TN MOBILE, AL • ORLANDO, FL • RALEIGH, NC
OBTAIN EROSION CONTROL PLAN APPROVAL AND OTHER APPLICABLE PERMITS - 3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING BE RICHMOND, VA • ROCK HILL, SC • SARASOTA, FL
PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. TALLAHASSEE, FL ~ TAMPA, FL • WEST PALM BEACH, FL
ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE
WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. Designer:
CDH
ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE Technician:
GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTROL
REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT COMMISSION SHALL ~•,1 CDH
~ 4.1 VARIES EC-~ Checked b . N.T.S.
BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH KRB
ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM ~ ~ Project Number:
MONIES DUE AT THE COMPLETION OF THIS PROJECT. ~ . ~ ~ 6 EROSION CONTROL MATTING
EC-1 RA081074
8'-0" MAX. POST SPACING
WOVEN WIRE FENCE 4
EC-1 N.T.S. UPSTREAM END OF
STORM DRAIN
0
M OVERFLOW
A 1.5 e - e 6... ~ . . ~ 1/3 PIPE
_ _ _ _ _ _ 9" MIN. MIN. d. a ~ e. ~ e ~ .
z DIAMETER e e-d.
~ . 6 'a a. e a ~..e
EXIST. GROUND UNE i ..dA .'a Q e '.a a. d e
a na d~
SYNTHETIC FLTER FABRIC - y~ . d ~a
FILTER FABRIC a
ELEVATION VIEW - _ ' ' -i'' ~ ~ _r,~ ~ ~ , ~ ~i i - ~ ~ , I REVISIONS '-i l ~ ; ,
A k-1,1 i II No. Description Date By
STEEL OR WOVEN WIRE FENCE CLASS 'B' EROSION - - - ~ U
WOODEN POST 3/4" EXTERIOR
CONTROL STONE BURY BOTTOM PLYWOOD
SYNTHETIC FILTER FABRIC 24" MAX. AT CENTER OF PLYWOOD
~ PLYWOOD INLET PROTECT
i~
o \ \
~ 18" MIN.
SECTION A-A OR STEEL FENCE
EXIST. GROUND LINE FILTER FABRIC POST (TYP.)
UPSTREAM END OF
- - - - L =THE DISTANCE SUCH THAT POINTS x STORM DRAIN
~ A AND B ARE OF EQUAL ELEVATION z -
~ y\ A / B
4" y~\,~\~\\\\\ L ~ COMPACTED SOIL OR GRAVEL ~~/i ~i /i / / / OVERFLOW
v~\~/\/i~/~\~yi / u i i
,\\,a\ \ II I FAA A.I.P. Project Number: II ' I
SECTION VIEW ~%~y, / ,~/,v,\/,\/ u I ~e I ~ a~-~ ~ - e ~ 1/3 PIPE 5
NOTE. / / / ~ / / \ II ~ II e ~ : ^p .:e ~ -.a ~ : DIAMETER - ~ ~ e ~ ,a Project Name:
.,~/,y INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND e e. - . ° e.
MAINTAIN UNTIL DISTURBED AREA IS COMPLETELY STABILIZED.
5 WASHED STONE FILTER - ~ , - d ~ e. .
N.T.s. EC-1 ACROSS PIPE INLET e: e ea ~ . ~ eo.: a. .e
2 d ~a ' s
EC-1 ~ ~ i i=~' I~!_ . ~ i ; ~-i i " ~ -iii ~ I - ~ ~ ~ =1 ~ , a ~
N.T.S. ~ _ ED LE .1 i o i
Drawing Name:
HARDWARE
2' MIN. 2' TYP. CLOTH
- ~L DIR. - - - - - _ u u u ~
COMPACTED SOIL _ _ - - - - - ~ ER I N
I i-i I ~I I I-1I1=1I ~I1!~ ~ I 1=1I1-1 i ICI I ~I I I-11]=11 oo ? ~,0~ 3 T NE FILTER INL T PR TE T CONTROL SO E 0 C
~ 1' ) ~ ~ ~ F o ~ \ ~ STAPLES (TYP.) ,
/ l\.\/i,~/r.~/~ 2 TYP. a . DETAILS NOTES.
6 TYPICAL . T I I I I ~ (ALL DIR. ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE
. I I I I i END OF EACH DAY IN ACCORDANCE WITH THESE DETAILS.
NOTE.
TEMPORARY SILT DIVERSION DITCH WILL NOT BE MEASURED. TO BE INSTALLED IN ACCORDANCE w/ MANUFACTURERS SPECIFICATIONS
COST WILL BE INCIDENTAL TO OTHER ITEMS. VEN NTY 7
NOTE: Autocad Drawing Reference:
3 TYPE 1 MATTING SHEAR STRESS > 1.6 Ib ft2. N.T.S. EC-1 CRV074_EC.dwg
N.T.S. EC-1 Date: Drawing Number:
6 JULY 2003
E -1 Business Unit:
N.T.S. EC-1 RALEIGH

5'
APRON ZERO GRADE 1.5'
MIN.
No. 57 STONE
~1'~U
-STORAGE ~ 5' MAX
A A 2'~ err' f
fiY, it ~t t
A A ~i~~r rf
00
M CROSS SECTION FILTER FABRIC r! 1
NOTES: DESIGN SETTLED 21" MIN.
NE BERN N RT H AR LINA
1. SEE PLAN PLANS FOR RIP R S FOR RIP RAP APRON TOP ~ OVERFILL 6"
DIMENSIONS. NOTES. FOR SETTLEMENT TH E
1. SEE PLAN PLANS FOR RIP RAP APRON 2. COMPACT ANY FILL USED IN -ILL USED IN CONSTRUCTION LPA
DIMENSIONS. OF APRON. WEIR LENGTH / - u
i X11 N I1=1 ~ ~/r~/i~~~/i~/i~// 1NI~ iI_II~ I -II _ / / ~i,~y,~y,~i TRANSPORTATION CONSULTANTS
PLAN VIEW 2. COMPACT ANY FILL USED IN CONSTRUCTION 3. RIP RAP APRON SHALL BE L SHALL BE LEVEL WITH RECEIVING ~ , ~ ~ ~i ~ ~ ~ ~r r 5 MAX. r r~j / r
OF APRON. STREAM OR SLIGHTLY BELOW ~HTLY BELOW. ~r~ ~,y~~ ~ ~ ~r ~ EMERGENCY BY-PASS THE LPA GROUP of North Carolina r ~i r/fir / r p.a. ~ ~
PLAN VIEW / / ~~~r / / / /i ri 6 BELOW SETTLED TOP 4904 Professional Court, Sulte 201
APRON LENGTH OF DAM. Raleigh, North Carolina 27609
3' Member of THE LPA GROUP INCORPORATED
NO OVERFALL MIN. NATURAL GROUND ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
APRON LENGTH CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
FILTER FABRIC 2:1 SIDE GREENSBORO, NC • JACKSONVILLE, FL • KNOXVILLE, TN MOBILE, AL • ORLANDO, FL • RALEIGH, NC
NO OVERFALL SLOPE MAX. RICHMOND, VA • ROCK HILL, SC • SARASOTA, FL
- _ - _ MAX. 1.5 TIMES TALLAHASSEE, R ~ TAMPA, FL • WEST PALM BEACH, FL 1:1 SIDE
ilk= STONE DIA. SLOPE MAX. Designer:
- ' - - - ' ~ MIN. 6" MAX. 1.5 TIMES
- ~ - ' 'i ° ~ STONE DIA. ; , , CDH
- MIN. 6" FILTER FABRIC OR ~ ~ ~ , , - Technician;
FILTER BLANKET _ FILTER FABRIC OR TRAP REQ'D STORAGE CAPACITY DEPTH WIDTH LENGTH WEIR LENGTH REQ'D SURFACE AREA
FILTER BLANKET s CDH (FT ) (FT) (FT) (FT) (FT) (SF)
Checked by: A 1800 2 30 30 4 1800
SECTION A-A KRB
SECTION A-A Project Number:
RA081074
3
N.T.S. EC-Z NOTES:
1 1. MAINTAIN EXISTING TEMPORARY SEDIMENT TRAPS.
N.T.S. EC-Z 2. STORAGE CAPACITY SHALL BE 1800 FT 3/ ACRE OF DISTURBED AREA.
3. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57
4. PLACE FILTER FABRIC BELOW RIP RAP.
5. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER.
6. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME
7. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED
CLAS& 'I' RIP R ~o FROM THE WEIR ELEVATION.
SEE 110N THR
BASIN B QW)
i 4
~ CLASS 'I' N.T.S. EC-2
F(p ~ RIP RAP W REVISIONS
PIPE HEADWALL ~ ~ No. Description Date By
FLOW-? ~ ~
~,0 F 2 x 4" WOOD FRAME
STAKE
~ / / _ ~j /
~ - S / /
. fp / , ~ ~ M I~ ? 57 WASHED STONE F 1111 ~ # N III X Q FILTER FABRIC
T ~ / p Sr0 ~ 1 THICK x 3 HIGH MIN. EWATERING RAGE AREA
~ ~ CONCRETE BLOCK z
~ r.
ti ~ / ~ ~r r
~y,
\ ~ o ~ ~ ~
~v ~ ¦ ¦ ' / r ~ ~ ~
~ ~ ~ ~ z ~
~ ~ ~
PERSPECTIVE VIEW ~
/ ~ FAA AI BURIED FABRIC ..P. Project Number: /
SEDIMENT STORAGE PIPE INVERT - 7- -2
CLASS 'I' RIP RAP Project Name:
AREAS TO BE FLOOD STORAGE ZONE - HEAOWALL
DISTURBED 1' 2'
(CUT,FILL,ETC..) = 2:1 SLOPE WASHED STONE FILTER ~ OR
i FRAME

F(0 NATURAL W ~ - - GROUND
TEMPORARY WIRE PROVIDE ONE DEWATEI - ~ FLOW-~ ONE DEWATERING ED L .1 0
SEDIMENT POOL SCREEN BLOCK PER SIDE -"i=1 _ - - :R SIDE Drawing Name:
~ - G ~-Ti= I ~I i i~l 1 ~-u Tr ~ -i l i- - _ _ _ _ i FILTER FABRIC - ~ - GATHER EXCESS
,~~-!,ter! ~ II_' ~ ° ~ - ° AT CORNERS .
. CLASS I RIP RAP 1' MIN. ~ ° NOTES. - ~ ..a 1 s 16y .Q a ~ EROSI N
57 WASHED STONE ~ ~ ; . # 2 MAX.
1. DIMENSIONS ARE MINIMUM ACCEPTABLE MAX. SEDIMENT DEPTH CLEAN OUT POINT C NTR L 0
UNLESS OTHERWISE NOTED. . DETAILS
2. GRAVEL AND RIP RAP FILTER BERM BASIN DROP INI DROP INLET w GRATE /
DETAIL IS DESIGNED TO PROTECT EXISTING CROSS SECTION SEDIMENT
PIPE INVERTS THAT DRAIN 10 ACRES OR NOTE: CONCRETE APRON
LESS. CONTRACTOR HAS OPTION ON OPTION ON WHICH METHOD OF INLET PROTECTION. DROP INLET w/ GRATE VEN NTY
Autocad Drawing Reference:
• 2 5 CRV074_EC.dwg
N.T.S. EC-2 EC-2 N.T.S. Date: Drawing Number:
JULY 2003
E -2 Business Unit:
RALEIGH
_

\ ' i .3 ~t 6
l~ l ~ 1 - , ~ t i~ t r f
~ i - I { ~ , v ~ i
pt ~ 1 ; t ~1"~U
O, ~ \ i i ~ ~ ~ i ~ \`1 t ~ ~ r
~ ~ ~ - ~ 1 , f_ fTt~ f
, a ~ ffta y•
ri A ~ aJ ~ 3 ~4 T~ ' 1 Y `1 l t l ~ <<< ~ ~ ~ 1 ~ }i , i »q Ittt
~ s t ~ ~ ~ \ 1 = f t
~ € ~ i _ A t
~ \ , z _ =F r y ~ A ~ , t
r # ( ~ ~ s - - - - - - - - - - 1 ~ ~ NE BER N R A LINA
j i _ ' ..w ~ I 1 ~ f 6 t l _ d
1 f r i g \ ~ t--~ ~ ` - `ti i a_~ c- _ - - - ~ ~~~v-__ ~ . ~ - THE
X X X _ X X ~ X ~ X X X X X' '~X 1. 'k - r ~ F w i ~ , ~ ~ ~ ~
; t \ X t ti~ ~ ~ ~ ! _f _ _ - LPA
4 Y f s.-. _ 1 - -
Y._ a s__ ,J.._ , ~ . f ,l \ f, ~ 1 m.._ w.. e..._ w~ _ _ . . ~ GROUP-- -
w_ ~v _ _ ~ ~ _ _ ~ .~r ~ v._ , w_ ~ ~ ~ ~ r ~ ~ 5 r ~ ~ . _ ~ _ _ _ __.a _e. _ _ ~ TRANSPORTATION CONSULTANTS ,
~a~. _ , _ e... r.. -..a. . r... . i ~ ,;~.:J ~ THE LPA GROUP of North Carolina, .a.
_ sue, d.,.._,_. 1 of ~ ~ P ~ ~ 4904 Professional Court, Suite 201
~ _ _ -a t `t i~,l 1 , / Ralei h, North Carolina 27609
_r. ~ \ ~ ~4 ~ -.r.~ _ l .v„ .tea .w~ _ STREAM IMPACT LEGEND 9 ~ rf •J j t
- ~1~ t '~~`;r f Member of THE LPA GROUP INCORPORATED
f u i T ,A' ~ i ~ e , ~ ATLANTA GA • BATON ROUGE LA • CHARLESTON SC I ! ~ CHARLOTTE, NC • CHICAGO IL • COLUMBIA SC r 70 LENGTH 24 RCP CULVERT AND ,
I ' ` GREENSBORO, NC • JACKSONVILLE, fL • KNOXVILLE, TN ~ ~ ; ~ / RIP RAP IN UNNAMED TRIBUTARY , MOBILE, AL • ORLANDO, FL • RALEIGH, NC
w j + + ' ~ i ' ' f RICHMOND, VA • ROCK HILL, SC • SARASOTA FL TO SCOTTS CREEK ,
~ 1 I - t ~ i, ~ r. / t ~ j 1 ~ V ~ F ~ _ , TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
t i ' ~ f j 1 f ` ~ / , s ! ~ I ~ : I _ ~ t ~ Designer:
`1 ~ ~ i i - ~ ~ . 1 `
V ( t i t ~ ~ CDH
~ ~ ~ 1 / ~ ~ ~ ~ \ I ~ ~ : ' WETLAND IMPACT LEGEND ' : I i f Technician:
o ~ 4 l 4 ~ t j1,.•I' ~ ~ ~ r
~ ` 0 t ~ ~ ~ ~ ~ RTB i '
r' ~ y4 1 ~ . ' ~~j I I ` i ' Checked by: ~ ~ ' ~ I 0.0063 ACRES OF WETLAND IMPACT
~ t ' _ ~ i i . ~ i ~ ~ A KRB
~ ~ t ~ 1 • ~ ~ ! ~ ~ ~ j ~ Project Number:
~ i _ _ , ~ 4 ! ~ ~ ~ J ,~i• _
~ i i i ~ a ~ rm-~. , hl I j RA081074 ~ ~ ! ~ ~ _ e ti.. i / ~ ~ ~ ~ ~
EE ;t'' ~ t ~N ~E: r
` i i _ _ ' 1 4' it , , j T E2. , ~ ! t~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N0~ GR DIN6" MA 1000UR WITHI T ~ , ; , _ N 10~F,~ET
! ' r ~ , ~ 1 ~ ~ X ~ _ Q~ E STING R WAY OR 1`A7~~/IWAY LIGHTS.
\ ~ ~ , ~ ~ ~ ~ f ll i 1
1 ~ ~ DRAINAGE STRUCTURE LEGEND i f
V ~ ~ s' ~ • ~ _ • ~ i \F r^ , ' i A ! ' l~ \ ti ~ ~ ~ U, ~ t
i W \ { 4. \ ~ ~ ` \ \ l ^ 1 i ! ~ ~ ~ + ~ ~ ~ ~ I ~ 50 LF OF 24 RCP CLASS III ®1.6~ ~
1 1 1 ~ \ ~ L ~ ~ ~l ~ 1 ~ ~ ~ I ~ I P-2 INV. IN = 5.42 w ENDWALL ~ ~I ~ ~ 1 I ~ . 1; I • ~ ~ , ~ ~ ~ INV. OUT = 4.62 W~ ENDWALL
r ~ f' ~ Q ~ ~ ' • ~ ~ ~ A i '1 1 ~ j i j { ~ ~ 1
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w- ~ ~ ~ V ~ t ~ ~ ~ 1 s . ~ P ~1
w ~ ~M - PIPE OUTLE 0 ~ ~ ~ \ ; ! 1 ~ 1 ! ~ ~ 40' 2D' 0 40' 80' IPE OUTLET PROTECTION (TYP.) ~ 1 ~ A
~ y ~ ~ APRON = 1 - ~ APRON = 12 FT ~ ~ L ~ ~ ~ ~ , ~ '
935.85 _ _ ~ , _ ~ ~ CL. B STO ~L. B STONE 3 ~ ~ ~ ~ 1 GRAPHIC SCALE BAR
~ ~ ~ ~ ! ~ - THICKNESS THICKNESS = 18 IN. ~ 1 1 ~ / - ~ LE _ EC 2
1 ~ V ~ 00 i I, ~ O 10 ~ \O~ ~ Q '0 ~ ~ REVI ~ SIONS
I P ~ ! 1 ! ~ 4 ! t ` ' I ~ j
i ~ ~ i ~ ~ <<, . - ~ I ~ ~ ~ ~ ' ~ ! I \ ~ ~ NEW PAVEMENT No. Description Date B ~ ,1 1 ~ ~
M~ ~ ~G ~.1 A ~ ~ P ~ 1 1 ~ - - ~ GRASS LIMIT
~C_ _ ~ x ~ - r 0 ~ t ~ ~ ~ .
~O ,i ~ ~ I i ~ ; ~ i ` , x-90-- EXISTING CONTOUR - , ~
A TI i ~ , ~ , i ~ I ~
! ~ 90 FlNISHED CONTOUR ~ ~ ! 1 \
FAA CABLES ~ ~F r ! ~ o ~ - , .ij ..l_! ` , I 1 ~
SEE PROJECT LAYOUT AND SAFETY PLAN _ _ _a_ o ,f ~ - _ ~ ;fix ~ ~ ~ ',:I, ~ I EXISTING DITCH LJNE
\ ~ Fs ~ SERVIC --ROAD" BASELINE ~ ~ DWG N0. PL-1 NOTES 19 THRU 23 ; ~ ~ ! ~ a i ~ 1 ! ~ ` \ WETLAND LIMITS
e - ~ ~ ~ ~ _ A• . ~ ~ ~ ` ~ , ~ , 1 ~ ~ (SEE NOTE 3.)
y ~v / _ ..A ~ ~.,V \ ~ ~ - t i ' I ~ ' 1~'~ ~
CON TROL P01 N T ~ ~ y . ; 0 x~, - , ~ _ - ~ ; _ ~ , , ~'~'V- EXISTING TREE LINE I `~-i I ' -
s \ .w ~ - ~ . NCGSM EWNB - r~ ~ - ~ ~~_.W ._.y_, REMOVE AND REPOSITION _ x ZEPOSITION, ~ 1 ; ; 1, ~ ~ EXISTING RUNWAY LJGHT
- - N~=490,027.40-~ ~ 1.-- r _ _ ~ _ _ r a ~ - ~ " t .EXISTING AIRPORT SECUR )RT SECURITY ? ~ ' 11
- E= 2; 5~ 6; 781.717 _ ~ ~ 7- _ ~ 0 - _ ~ ~ FENCE WITHIN PROPOSED , ` ?t~ I _ - i ,1= ~ ~ 0 EXISTING TAXIWAY LJGHT PROPOSED ~ !t !
E~E~-T>~" 85-- ` _ f PIPE INLET PROTECTION TYP. 0 - ~ ) CLEARING AND GRUBBING _ 1 GRUBBING; ~ ~
_ LOCALIZER ~ ~x . - ..w.. ~ SEE DETAIL - - - ~ E i _ ~ ~ - 4-- - 7 ~-EQUIPMENT ~ ~ ! - EXIS • ~ I i ; ti d ~ , , , S 64 0 TING AIRFlELD SIGN I I ~ ~ 1, ~ ! , ; ~ ~ ( ~ FAA A.LP. Project Number:
- ~ - - G i 1, i t ~ ! ~ ELEV = 7
- EC-2 SHELTER Q /PT 168+80.30 52 I ; ! , ; , ~ + SPOT ELEVAnON ~i I ,
~ o ~ X ~ ~ ~ Project Name: i r ~ ~ a ~ ~ ~.o°i° SLOPE
~ i i ~ i ( ~ 1 ' ai } t
~ ~ _ _ _ •s, ^ STA. 169 00 ~ ! i ~ _ ~ L LOC LIZE~ ~ ' j ~ ~ ~ , i 10 ~ ~ ~ ~ t ~ E 'ti ~ ~ ! = _ EXISTING PIPES r'
LL ~ _ n ~I 166+00.00 _ ~ / ZER ~ ; t . ~ ~ !
\ 45 00 00.00 / ~ CESS OA I , ; ` .fit , ~ , ~ ` . ! NEW STORM PIPE A~ , , k
Lc= 76.54 ~ ~ ; , r' 169+ f` . , t \ 1 , ~ ! ! ~ ~ i ' ~
t t - _ ~ ~ R= 100.00 _ ~ ; ~ , LE .1 _ ~ o
~ r o r ~ ! ~ i P-1 PIPE NUMBER ~ 't , , Drawing Name:
T 41.42 ti 'f ` ' z ~ f 1 ~ ~ , ~ ~ ~ - !.,1~ , ~ , ~ TEMPORARY SILT FENCE
~ ~ ~ ~ i ~ /F` i o~ ' ! ~ ~ 1 ~ ~ ! t• i I 1 ' . SHEET EC-1 DETAIL 2
NOTE. ,4 PI , 168+43.18 ~ w ~ ~ t ~ Oi r , r_ t
1. SURVEYED BY MATRIX EAST PLLC DATED 6 8 03 ~ r ~ ,1 - r 45000O.Od M. x 1;i f ''I i ERVI E ! R AD " i j ! , , , I ~ RIP-RAP CHECK DAM
_ ~ ,k` , j. SEE SEE ~ ~ 00 ' i ~ 1 ! ~ ! I, i ~ ~ SHEET EC-1 DETAIL 5 , ~ ~ 4 D ; , =r ! ; ~ ~ ii11 ~ ~
_ LC= 76.4 NO~T~2. NOTE 1. i N N ! %,i 2. SURVEYED BY AERO DYNAMICS DATED 9/28/95 •t F ~ ~ ~ I I i
R= 100 00 i f ~ ~ ~o ~ ` ~ ' ' CU TINT RADIN A ~ , LVER LE PROTECTION N D ! ii tk i
T 4142 _ ~ N ~ o ''i 3. WETLAND DELINEATION PERFORMED BY ~ o ~ i' ~ ~ SHEET EC-2 DETAIL 2 i ~ ~ ~ ~ ~ DRAINA E P LAN
j ; ~ ~ ! ~ PIPE OUTLET PROTECTION ~ 1;
ECOSCIENCE CORPORATION ON JUNE 4 2003. f- - rr ~ ' ~ . , 1 ~ ~ o ~ t r 1 • ! ~ ~ ~ . ~ WITH DITCH
~ ~ ~ ~ - ' ~i ~ ~ SHEET EC-2 TAI . ~ ~ ~ ~ DE L 3
4. ALL DITCHES WILL HAVE EROSION CONTROL MATTING. it` 170+00 p . t ~ ~ ; ~ t ~ i ~ ( ~ k ~ I ~ ~ 11~ ~
SEE DETAIL 4 SHEET EC-1 FOR DRAINAGE V-DITCH. r ~ o , / MOVE AND )VE AND ~ 3 ~ ! , 1~ `i ; ~ Autocad Drawing Reference:
r" ~ ~ POSITION ~E t ~ 12 )SI,TION A ~ 'y ~ ? ~ , ~ ~ ~ SEDIMENT TRAP PLAN-22X34.dw
XIST. sFENCE ~ ~ , r f. 'FENCE ~ /,f ~ SHEET EC-2 DETAIL 4 9 r ,
, ~ 15 . ~ ~ ~ , CLEARING AND . ~ , T' Date: Drawing Number: AND ~ ~ I r I i
r ~ } ' ~ ~ .GRUBBING LIMITS ~ ~ ~ JULY 1003 LIMITS i / , ;
-1
MATCH LINE STA.171+50 -SEE DWG. N0. G[ 7. N0. GD'2 Business Unit: RALEIGH