20040930 Ver 1_Site Plan_20070831

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FAN ~ ; ~ RIPRAP APRON ~5 i ~ i F v - i . i S ~ - t _ _ e : T 1~ ~ ` Y ~ ~ ~ ` ~ ~ . - o r t . ,
a ~ ~ - 12" DEEP C S"``B' RIPRAP ~ ~ - ~ ~ t ~ R~RAP~'V' DR Ft 1i ga ` , z z ~ rr ' " ,r'" - f: ¦ ¦ ¦ ~ 4k = i i j STA ~+b0 TO A ~1`A ~O+Qi _ _ ~ ' W~ .~s -'~57 ~`1LTER STONE ¦ ~ ¦ ~ ~ ~ A 3 ~ k ' i. 3 ~ ? ~ ~ P ~
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-a ~ ~ ~ ~ o t \ ~ s 11 T ~ 1~ i ~ f ar ~ 1 I~ ~ i ~ ~ ~ { ~ 1. _ ~ ~Ifl~ ~ r t;~~ NOTES:
t3 ~ ~ ~ ~ _ . _ 2+00 TO STA 00 ~ ~ ~ A +OO ~ ~ I ~ ~ l , ~I i A ? z= ' ~ _ ~ ~ ~ f ; f .S"' ~ ~Frl r ST ` ~ ~ . r ~ ~ ~ ~ l1 -F- / ' ~ 1. ALL FILL MATERIAL SHA ; ; . - ; ~ / ~ , LL BE FREE FROM ROOTS, OTHER ORGANIC MATERIAL,
' ~ ~ ~ ~ ~ ~ ~ ~ , t - t , ° ; l 942 ./~67 FlLTER 1. ~ f r i ~ ~ I I r ~ l ~ l ' ~ ~ ~ r~ ~ ~ AND TRASH.
' ~ ~ ~ i I ~ ~ > > i j ; t ~ , t , • • SEE SHEET 18 OF 2 ~ ~ ~ j ~ ~ t ~~1 ~ I ~ ~ [ ~ ~ i , ~ t i FOR DETAIL TYP 4. ~ I i~, f ,
~ , / • ~ ) ~ r z ~ I ~ t ` ~~l / ~ fP':~;.j"~'~~ ;,F',;,, 2. ALL FlLL MATERIAL SHALL BE COMPACTED IN ACCORDANC WITH TH g ~ / / „1,f; E E ' ~ i / , .
~ y t 1 f ~ ; / / ~ ~ bi / ~ ' . ' SPECIFCATIONS. /r'1///
i H ~ II/ 11~ ~ 1 [t~r'~-~ 1 / I, ~ ' ' ,I# 3. ALL N _ CO CRETE WORK SHALL BE DONE IN ACCORDANCE WITH SECTION P 610
~ ~ , ~ off fi~ A\ P i j / / _ ~ t ~ l f~ ! ~ I 1 { o + 3` ~ / i . ~4 ell ~ ~ . OF THE SPECIFICATIONS.
, i e , 1 ~ , pxl ~ ~ ' t Cdr ? % r/ r p ~,'f 1 I t j, f-~' s l , . ' , ~ ; - , f . , ~ ~ 4. SEE PLAN & PROFILE SHEETS FOR STRUC
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~ a ~ GRATE ELEV 938.80 a ~ ~ ~ ' ' { : ~ ~ : . w ~ ~ PRAJ' 1>.e~0 ~ fig" ~ ~,.v . . f
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- - ~ 'i - ~ SQ 1 ~ i , r . ~ ~ ~ ,E ~ ~ ~ ~ f ~ ~ , t I , ~ i , ,4',, ~ / ~ GRASS UNED D1'fCH I~5 ~ ~ ~
_ - . ~ ~ ~ ' ~ ~ 1, z I i r ~ ~ ~ l I ~ ~ ~ - ~ STA 13+00 T,O STA ST,~ 1750 . ~1 ,i r ; 4 I i I ~ ~ ! ` ~ ~ NORTH AMERICAN GR ~ ~ r ~ r' r Ertl
~ ~ ~ ~ ; I ~ ~ , - . ~ ~ ~ ~ ~ 30 258 OR' EQU J ~ . , ~ ~ ~ ~ r
~ x i { { I ! _ 1i ~ t d t ~ r ~ I ~ ~ ~ ' f ~ ~ SEE SHEET 18,x` F 2 I f \ i 1\ S ~ k ~ t ~ ~ / `r` i ~ '~v,~, ? FOR DETAL ' ~ r
, , . i r ~ A ~ -i
6 . ~ j z ~ 6 jar _ ~ t J ~ - \ ~a~ X \4h~ ~ J I t~ i ~ ~
=,1 a'~~'° ~ ':At ~ , i i ~ 1 i ~ ~ ~ ~ ~ 7 7 / ..---'a- ~ A ~t E ~ ~ ~ ~ . =i~MPORAI~r ~ CHECK 9AM ~ ~
~ ^ y ~F ~ 1 ~ ~ ~ ~ ~ ` ~ n I ~ ~ Z 9 - . 0 ~"~~-r;%., s"` ~ ~ ,,,{X i _NX SEE SJ~ET 18 OF.;'28 g E e a J
~ _ _ ~ _ ~ ~ ~;K s DETAIL (TYP')
~ a ' A ~ ~ ~ V ~ r s ~ ~ , , I • rt _ P~
' _ ~ }v \ ~ ~ ~ % t ~ . ~ S y. i' ~ - - 4ox ~
,.t ~ ~ ~ ~ .S~ ~ a 70 LF I ~ ~ f'' ~ _ n.._~ . , ~ . ~ ~ ~ ~ .,r. ~.i a~
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, t ~ A ~ ~ ~ -1r A i ~ ; , , , ~ , j , i~ ~ ~ ~
, ; I _ a, ~t ~ ~ ~ A ~ ~ 1 r r ~ ~ ~ , . . , ~ ; 1 ~ 1>~ INV ~ ~ ~ , t -1 - r ~ ~ _ ~
~ \ CONSTRUCTION PHASING FOR AIRPORT ROAD RELOCATION , , to - ~ „ , ~ .--•,'--'r--. t s; "T~ ~~~'v'.... of :t
. ~ _ r ,i,~ ~ ` ~ ~ ~ t ~ ~ r • - ~ 1~
1. SET UP A PRE CONSTRUCTION CONFERENCE ON SffE WffH NCDENR, 17. PLACE AND A " - CCEPTANCE OF 8 CABC STONE SUBBASE. OWNER, NCDOT AND THE CONTRACTOR. 2 - r ~ r - J . n~ ~ r``
18. SPREAD TOPSOIL AS AREAS ARE BROUGHT TO FlNAL GRADE. SEED AND - ' - r - - ~ . ~ ti
2. CLEAR AND GRUB ONLY AREAS TO INSTALL SEDIMENT BASINS, MULCH AREAS TO BE GRASSED TO PROVIDE A P MA - ER NENT GROUND C01ER. ~ / .
DIVERSION DITCHES AND SILT FENCE AS SHOWN ON SHEETS 10 & 11 - ~
FOR THE PROPOSED AIRPORT ROAD. 19. A NOTICE TO PROCEED WILL BE ISSUED AT A - - LATER DATE TO CONTINUE CONSTRUCTION OF THE PROPOSED AIRPORT ROAD FROM STA 25+00 TO l~ , ~ . ~ ~ ~V~~ ° F r r - _ f / ,
N 0 GRADING TO 0 C C U R BETWEEN 3. INSTALL SEDIMENT BASINS 1 THROUGH 8, DIVERSION DffCHES AND STA 37+77.39. ~--J^-------~ ` / ~w f ~ ,
4 SILT FENCE AS SHOWN ON THE PLANS. i"'=.~;""~°° ~_e.~ / O~G _ ~x
STA 10+00 TO STA 14+50 UNTIL 20. AFTER RELIEVING A NOTICE TO CONTIN N 9 4 A N I UE CO STRUCTION CLEAR AND r. . C LL CDENR FOR NSPECTION. GRUB ONLY THE AREAS TO INSTALL DVERSION DffCHES AND SILT FENCE AS , , i _ _ ~s ~ ~ e ~ y-~ ° y~ a i
NOTIFICATION FROM ENGINEER. SHOWN ON SHEET 11 FOR THE PROPOSED AIRPORT ROAD STA 25+00 10 b.. r° , ; _ _ _ . _ _ . w ~
5. CLEAR AND GRUB ONLY AREAS NEEDED FOR THE CONSTRUCTION OF STA 37+77.39. 4ry~ ~g
THE PROPOSED AIRPORT ROAD RELOCATION FROM STA 0+00 TO STA 25+00. ~ _ ~..d ~ ,
21. CALL NCDENR FOR INSPECTION. ~ ~ 6. STRIP AND STOCKPILE TOPSOIL FOR FUTURE USE.
22. BEGIN GRADING OPERATIONS. ry ~ - ,
N GRADING OPERATIONS BETWEEN ROAD STA 0+00 AND STA 14+00. F _ C_' l l -
23. IN TA P ~ ~ ~ S LL ERMANENT DITCHES AND DITCH LINERS AS SHOWN ON THE ~ ~ ~ 8. INSTALL HEADWALLS AND CULVERT PIPES AS SHOWN ON GRADING GRADING PLANS. ~ ~ ~ \ ~ V `s1 \ ~ ~n :
SHEETS 12 AND 13. ~ ~ \ ~
24. ACCEPTANCE OF SUBASE. LEGEND: Q .1 i _ Y
9. INSTALL RIPRAP FlLTER BER61S AROUND THE UPSTREAM HEADWALLS TO ~ . SERVE AS SEDIMENT BASINS. 25. PLACE AND ACCEPTANCE OF 8" CABC STONE. ,
PROPOSED RIP RAP K t ~
10. ACCEPTANCE OF SUB BASE FROM STA 0+00 TO STA 14+00. sus 26. PLACE 2" BITUMNOUS BASE COARSE TYPE SF 9.5 ~ ~ w.,,~....~----y3r~ ti. ~ ° ~
PROPOSED CONTOUR STA 0+00 TO STA 37+77.39 ~ , ~ 1 ,
11. PLACE AND ACCEPTANCE OF 8" CABC STONE. ~ 4 ? ° ` v. t t < i r`
~ PROPOSED DROP INLET " ~ 27. PLACE 2 BITUMINOUS SURFACE COARSE (TYPE SF 9.5 B) ~ 12. CONNECT THE PROPOSED LINKS DRIVE TO THE PROPOSED AIRPORT ROAD STA 0+00 TO STA 37+77.79 - ! ~ _ ~ i . ~ ~ s
AS SHOWN ON THE GRADING PLANS BEFORE SEVERING THE EXISTING LINKS s ' PROPOSED DRAINAGE PIPE DRIVE CONNECTION TO THE EXISTIN AI P ~ti ~ ''r, ,.r' v.. 1 ~ F--- s ms`s ~ '"ti, ~°s°- „ _ lr I ~ 1 . , ~ F-- ~
G R ORT ROAD. 28. SPREAD TOPSOIL AS AREAS ARE BROUGHT TO FlNAL GRADE. SEED AN( - r I ~ ,r _ 0
MULCH AREAS TO BE GRASSED TO PROVIDE A PERMANENT GR N - ~ ~ PROPOSED TEMPORARY CHECK DAM 13. INSTALL PERMANENT DffCHES AND DITCH LINERS AS SHOWN ON THE OU D CO'FR. ~ 1; ~M~ m .y r rl
GRADING PLANS. ° - v. t
~ PROPOSED FLARED END SECTION 29. INSTALL GUARDRAIL AS SHOWN ON THE PROPOSED AIRPORT ROAD PLA~6. ~ ~ ~ k~ y , ~ , ~ .A ~ s o ~ . f _
14. PLACE EXCESS CUT MATERIAL IN THE RUNWAY SAFETY AREA AS SHOWN ON 30. REQUEST FINAL INSPECTION. \ , PROPOSED HEADWALL SHEET 24. \v, ~ ti 'S ~ ; .q er a 2 i'
31. R M V , ~ `4~, 'S.. ~ fr' 1 ~ ~ ~ F' 3 1 f i M"
15. BEGIN GRADING OPERATIONS FROM STA 14+00 TO STA 25+0 E 0 E TEMPORARY EROSION CONTROL MEASURES AFTER FINAL r, ~ ~ PROPOSED INLET PROTECTION 0• INSPECTION AND PERMAN NT N ~ ~ . E GROU D COVER HAS BEEN ESTABLISHED. ,i - i f x 'w ~ a t t
1. tl Y f. r ,.ems....,... . ~ > ..r ~ ~ ; ~ x
TEMPORARY CONSTRUCTION ENTRANCE 16. ACCEPTANCE OF SUBASE FROM STA 14+00 TO STA 25+00. 32. SEED AND MULCH TEMPORARY EROSION CONTROL MEASURE LOCATIONS. 4~ a , . _ ~ i ~ ip
. A1. ONS
JAL AS SHOWN vrya~ Q.• g 616 COLONNADE DRIVE RELEASEDFOR DATE Q FE • y _ ~ S;t~~•• • AIRFIELD IMPROVEMENTS
CHARLO N @~ :9 ESIGN/DRAWN BY PROJECT DATE ME WK TIE C 26205 APPROVALS •'Q 704 334-5348 • RUN RUNWAY 10-28 EXTENSION SITE PREPARATION AIRPORT ROAD GRADING, DRAINAGE,
[APPROVED ROJECT MANAGER DRAWING SCALE • S ' Gi1K NOV. 2003 i /~r~ REV. PER DENR VERBAL COMMENTS SEDIMENT BASINS SHOWN TO REMAIN J2O4 BY PROJECT NUMB W13ICKSON BIDDING (2749
PER ADDENDUM CHANGED 60' HEADWALL OUTLET STRUCTURE DLP 30081.01.CL Engineers • Planners • Surve Atlanta GA Hickor N REV. N0. DESCRIPTION LE NAME y, C CONSTRUCTION FOR THE & EROSION CONTROL -SHEET 1
Landscape Architects Charlotte, NC `•7 Raleigh, NC •Q~ f~, , STATESVILLE MUNICIPAL AIRPORT
REVISIONS Columbia, SC Wnminetan, NC RECORD DWG. 4J i .^y q{ `Ali,. V2 & AIRPORT ROAD RELOCATION STATESVILLE NORTH CAROLINA

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~ SC` 250 OR EQUAL _ ( } ~d _
~ _ -INLET PROTECTION SEE SHEET_17 OF 28
f - _ _ _ u - _ T - = FOR DETAIL (1YP) - ' _ _ _ _
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18 JNV OUT 91D.50 _ ~ ~ ~ - - , 'v..~-°~`- { K ~ - v ~ - - - K~ 38970.53.:..: _ _ 4 - _ . - ~,.~_~,.a.._...x._ . ~ ~ a ~ ~ r ~ 4 ~ ~r ,!_L..._. _ _ - - 43919.45 . ~
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_ , _ l _ _ ~ , - _ - r... - . - ~ ~ STA 3~+50 TO STA 37+50 ~ I
RIPRAP DITCH "~10 ~ - -14 _ . T _ ~ _ ~ _ NORTH :AMERICAN GREEN SC 250' OR EQUAL
STA 23+00 T4a--STA 24+~0 ~ _ _ _ . _ - _ - _ ~ 18"='DEEPC'LASS!=~RIPRAP-?Yj " ro` _ f , - _ _ ~ _ , .
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SFE SHEk?``18 OF 28 _ _ ~ _ _ _ =`W` NORTH AME1a0#1N GREEN
FOR D`c~TAIL-TYP} 4 O 91 - - ~ ! , ~ ~ - RIfRAP LIMED 'V' DITCH ~,2 _ _ _ _ _ - ~ ~ SC 25G OtT E~1UAL L , '
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- l l ~ I I I ~ ! ; , = / ~ 54 Ire^~ tN ~7.r.cic~ NOTES:
1 I ! I I" 1 ~ / ~ "Itv -,39097_x, ONSTRUCTION PHASING FOR AIRPORT ROAD RELOCATION 11111 I,y !~l11 /,r / 1 { ~ IFr~,~ 1. ALL FILL MATERIAL SHALL BE FREE FROM ROOTS, OTHER ORGANIC MATERIAL,
~ ~ I I II ~ ~ L SET U RE CON TIN NF R N E ON SITE WITH N N 14. PLACE EXCESS UT " 1 PAP I ~ _ STRUC 0 CO EEC CDE R, C ~ ! - d I EXCESS CUT MATERIAL IN THE RUNWAY SAFETY AREA AS SHOWN ON 27. PLACE 2" BITUMINOUS SURFACE COARSE (TYPE SF 9.5 B) AND TRASH.
_ . r£,-'J ~ 1 .~,,F j _ . OWNER, NCDOT AND THE CONTRACTOR. SHEET 24. 11 I r r ~ 24. STA 0+00 TO STA 37+77.79 2. ALL FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE
~ _ . . ~ l1~ , , 1 I_I ~ - 2. CLEAR AND GRUB ONLY AREAS TO INSTALL SEDIMENT BASINS, 15. BEGIN GRADING OPEI GRADING OPERATIONS FROM STA 14+00 TO STA 25+00. 28. SPREAD TOPSOIL AS AREAS ARE BROUGHT TO FINAL GRADE. SEED AND SPECIFICATIONS.
GRASS tINEI~_..~ _DITCH G ,I - I ~ a I ~ ~ DIVERSION DITCHES AND SILT FENCE AS SHOWN ON SHEETS 10 & 11 I sra.T ~+50-,.~ STA 2~+00. I . ~ ~ r-- FOR THE PROPOSED AIRPORT ROAD. 16. ACCEPTANCE OF SUE MULCH AREAS TO BE GRASSED TO PROVIDE A PERMANENT GROUND COVER.
NOR~r~ AMERICAS REEId . ; , ' ~ ~I ~ l s ~ [ kS l ti , ; ~ ; / GRASS LII!I`f3 V OITC, . 7 TANCE OF SUBASE FROM STA 14+00 TO STA 25+00. 3. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH SECTION P-610
~ SG 250 .OR...E ' AJ , ~ ,~,tl ~ , ~ , ~ . ~ , ~ ~~;r~~~,n~,C~, ~ ~ STA t8+50 Tf3 STA 21+00 SEE SHEET 1 a~. $ ' ~ ( 1.~ . ,G~ ~ l ~ - "NQRFri-AMERICAN GREEN.- 3. INSTALL SEDIMENT BASINS 1 THROUGH 8, DIVERSION DITCHES AND 17. PLACE AND ACCEPTA 29. INSTALL GUARDRAIL AS SHOWN ON THE PROPOSED AIRPORT ROAD PLANS. OF THE SPECIFICATIONS. AND ACCEPTANCE OF 8" CABC STONE SUBBASE.
t ~ 1 FGR nET;~L (TYPE ~ 1' 1 1~ t-:~. ! l j. jj< 2 OR EOUAL SILT FENCE AS SHOWN ON THE PLANS. 30. REQUEST FINAL INSPECTION. 4. SEE PLAN & PROFlLE SHEETS FOR STRUCTURE COORDINATES.
1 ~ ~i~ j` ~ _ ~ : 18. SPREAD TOPSOIL AS ~ ~ D TOPSOIL AS AREAS ARE BROUGHT TO FINAL GRADE. SEED AND
4. CALL NCDENR FOR INSPECTION. MULCH AREAS TO BE , : , . I AREAS TO BE GRASSED TO PROVIDE A PERMANENT GROUND COVER. 31. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER FINAL INSPECTION AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED. LEGEND:
- , - - 5. CLEAR AND GRUB ONLY AREAS NEEDED FOR THE CONSTRUCTION OF 19. A NOTICE TO PROCE - - ICE TO PROCEED WILL BE ISSUED AT A LATER DATE TO CONTINUE
THE PROPOSED AIRPORT ROAD RELOCATION FROM STA 0+00 TO STA 25+00. CONSTRUCTION OF TI RUCTION OF THE PROPOSED AIRPORT ROAD FROM STA 25+00 TO 32. SEED AND MULCH TEMPORARY EROSION CONTROL MEASURE LOCATIONS. p P IP AP
` ~ STA 37+77.39. 7+77.39. RO OSED R R
1 I ~I ~ I I ~ r, - - - 6. STRIP AND STOCKPILE TOPSOIL FOR FUTURE USE. nI ~ l~ I I ' ! i I , ' ~ - ' 20. AFTER RELIEVING A 879 PROPOSED CONTOUR RELIEVING A NOTICE TO CONTINUE CONSTRUCTION CLEAR AND
r I III I- 1 ~ - 7. BEGIN GRADING OPERATIONS BETWEEN ROAD STA 0+00 AND STA 14+00. I ~ 1 GRUB ONLY THE ARE . I I 11~1,i ONLY THE AREAS TO INSTALL DIVERSION DITCHES AND SILT FENCE AS ~`r`r~~
I, - ~ _ SHOWN ON SHEET 1 ~ ~ 1 ~ I~ C ¦ I P T ~ I ON SHEET 11 FOR THE PROPOSED A R OR ROAD STA 25+00 TO PROPOSED DROP INLET
~ . ~ ~ ~ I~ ' 8. INSTALL HEADWALLS AND CULVERT PIPES AS SHOWN ON GRADING i i I ~'I. - l STA 37+77.39. ~ 1 m ~ 1 1 - I ~ I ~ ~ ? ~ SHEETS 12 AND 13. 7+77.39.
I ~ ~ c I~ ~ ; i l ~ - 1~ ~ I I 21. CALL NCDENR FOR I ~ ~ ` 1 PROPOSED DRAINAGE PIPE NCDENR FOR INSPECTION. NOTE:
~ I ~ l I l l~ i, 1 111 ~ L, 1 ~ ¦ 9. INSTALL RIPRAP FILTER BERMS AROUND THE UPSTREAM HEADWALLS TO ~ l ~ I I ~ ¦
~ , ~l ~ ~ SERVE AS SEDIMENT BASINS. 22. BEGIN GRADING OPE I I h I l I ~ ~ GRADING OPERATIONS. ~ PROPOSED TEMPORARY CHECK DAM
y I ~ ~ ~ ~ 10. ACCEPTANCE OF SUB BASE FROM STA 0+00 TO STA 14+00. 23. INSTALL PERMANENT 1 l r f NO GRADING TO OCCUR BETWEEN ~ PROPOSED FLARED END SECTION 1 PERMANENT DITCHES AND DITCH LINERS AS SHOWN ON THE
~ ~ ~ l GRADING PLANS. 1. I. r r ¦ ~ r l ¦ ~c PLANS. STA 19+50 TO STA 23+50 UNTIL
_ 1 r f t ¦ I r ~ 1 11. PLACE AND ACCEPTANCE OF 8 CABC STONE. ~ i t~~r l I I } `1rtr I r~ PROPOSED HEADWALL
24. ACCEPTANCE OF SUE I i ~ i"r ~r it ~ ~ ~ f 12. CONNECT THE PROPOSED LINKS DRNE TO THE PROPOSED AIRPORT ROAD TANCE of suBASE. NOTIFICATION FROM ENGINEER. PROPOSED INLET PROTECTION
; ~ ~ ~y AS SHOWN ON THE GRADING PLANS BEFORE SEVERING THE EXISTING LINKS 25. PLACE AND ACCEPTA ¦ ~ I ¦ AND ACCEPTANCE OF CABC STONE.
~ ~ ¦ DRIVE CONNECTION TO THE EXISTING AIRPORT ROAD. (A~ TEMPORARY CONSTRUCTION ENTRANCE p 1
26. PLACE 2" BITUMNOU 13. INSTALL PERMANENT DITCHES AND DITCH LINERS AS SHOWN ON THE 2 BITUMNOUS BASE COARSE (TYPE SF 9.5 B) _
' I I ~ ~ STA 0+00 TO STA 3 1 . ~ - ' ~ GRADING PLANS. +00 TO STA 37+77.39
AIRFIELD IMPROVEMENTS
P (704) 334 53 RUNWAY10 IRg EPORTTROADNRELOCA PREPARATION AIRPORT ROAD GRADING, DRAINAGE, 10
48 S GMK NOV. 2003 PER VERBAL DENR COMMENTS SEDIMENT BASINS MOWN TO REMAIN 2/19/04 APPROVED BY PROJECT NUMBER MCKSON BIDDING 19
PER ADDENDUM CHANGED 54" HEADWALL OUTLET STRUCTURE 1 14 04 DLP 30081.Ot.CL Engineers Planners Surveyors Atlanta, GA Hickory, NC CONSTRUCTION REV. N0. DESCRIPTION FILE NAME Landsca Architects Charlotte, NC Ralel h, NC I W1 N RECORD DWG. REVISIONS Coumbia, SC Imington, C STATESVILLE MUNICIPAL AIRPORT & EROSION CONTROL -SHEET 2 28
COD APROJECT MANAGER DRAWING SCALE 61fi COLONNADE DRIVE RELEASED FOR DATE JAL AS SHOWN IQCHARLOTTE, NC 28205 APPROVALS •DESIGN/DRAWN BY PROJECT DATE _ I J. STATESVILLE NORTH CAROLINA

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-boo CONTRACTOR SHALL COORDINATE ~2EMOVAL ~ ; ' ~ ~ ~ ; r I ~ A 0+0 TO 3+00 ~ ~ ~ _ t ~o ~ ~ - ~ EXISTING PAVEMENT AND CON UCTION OF ~ ~t ~ i ~ , _ s. I! r ~ t
N RTH ~ ~~W / f ! ~ l ' ~ ,AMERICANGREEN - / t # ~ ~ ~ R~L`OCATED TEMPORARY FLE OOD ROAD, TO , / _ 42 FE 14. 250 ORE AL ° ~ ~ =1 . ~ S H ~ 1' 'r .
P MAINTAIN A MINIMUM OF 1 LANE OF TRRFFlC. I, ~ INV 92~ ~ / ( S ~ SHEET'"18 O>` 2&; - k : ; ~ i ~ ~ ,
CONTRACTOR SHALL PROVIDE FLAGMAN AS REQUIRE 7 .15 / ~ ~ r $b'__ ~ _ R SAIL twvoo`` E 1 .7 . r ~ r r ~ ~ , r , , I \ ' , C • a ~ I a f
~ ~ r ~ , f s, : ; LIMIT OF' GR~1bING ~L~, I I(T~ , A ~ `2 ~ 1~ s I r z
G- , - I TEMP©~AR?f lR' A C 1 i ~ r-.. / / : ~ ~ ~J Y: ~ , ~ ti''' " R' A r ATI N ~ ~ ~ . ~ ~ , OC 0 ~ ~ V~~ ~ \ ~ ~.,J i
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_ _ - t" ORTH AM~#tICAN,`GREEN! ~ ~ a ~ ~ ~ ~ ~ SC 250 OR EQIfAI It'GREEN' ~ a,>
_ r ~ 28 ° , . x._ :SEE 'SHE 18 ~F m -a- ~ _ ~ ErT AL \ ~ , )F 28 ~ A~ CONTRAST `HALL C.OORDNVATE REMOJ OF
. ~ 'FOR' DETAIL (TYF~ ~ / ~ ~ ~ ~ ~EXISi1NG $ VEME~IT AND CONSTRUCt10 bE
j RELOCATE 'PERMANENT ~.EEIWOOD R AD TO
9 t o ~ ~ ~ 6tAINTAIN' M1~IMUf~t'aF 1 `LANE OFT FFIC ~ ~ ~ ~ CONTRACT R SHALL PROVIDE FLAGMA AS ~ ~ _REQUIREb
~ ~ ~ ~ ~
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•
, _ v TEMPORARY CHECK DAM
SEE SHEET 1$.QF 28 q~,~ f A~
" ` 132 LF {T~ 42 RCP ®3.03 Q ' \ ~ , 93 ~ _ 1 ;FOR DETAIL (TYP~ , .J _~~r . _ D
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CONSTRUCTION PHASING FOR FLEETWOOD ROAD TEMPORARY La = 22-~ I . i
ROAD LOCATION w = 2s FT., - SEE ` HEFT... 28 ' = " ~ ~ ~
~ ~ ~t. ~ _ ~ . ` ff1R dETA1L TYP , I 1. SET UP A PRE CONSTRUCTION CONFERENCE ON SITE WITH NCDENR, ..a
C OWNER, NCDOT AND THE CONTRACTOR. . ,
f
AN ONLY AREAS TO INSTALL SEDIMENT BASINS - - 2. CLEAR D GRUB 1 F TH ~ ~ i w ~ i
DIVERSION DITCHES AND SILT FENCE AS SHOWN ON SHEET 2 OR E P P ROAD. _ ~ , . RO OSED FLEETWOOD ~ I
~ ~ ~ - ~ I . ~ ~y , I '
3. INSTALL SEDIMENT BASINS 9 THROUGH 11 DIVERSION DITCHES AND ! Y~~-~ ~ I ~ - `~.-1~~ f I
SILT FENCE AS SHOWN ON THE PLANS. I ~ ~ _ ~ c , ,j _ _ i.
~ ~ 4. CALL NCDENR FOR INSPECTION. i J , 1
~ z , , - - ~
5. CLEAR AND GRUB ONLY AREAS NEEDED FOR THE CONSTRUCTION OF a _ THE PROPOSED FLEETWOOD ROAD RELOCATION FROM STA 0+00
TO STA 9+53.14.
6. STRIP AND STOCKPILE TOPSOIL FOR FUTURE USE.
7. BEGIN GRADING OPERATIONS BETWEEN ROAD STA 0+00 AND NOT ES
STA 9+53.14. 1, AlL FlLL MATERIAL SHALL BE FREE FROM ROOTS, OTHER ORGANIC MATERIAL, -N-
AND TRASH. ~
8. INSTALL FLARED END SECTION AND CULVERT PIPE AS SHOWN ON GRADING SHEET 12. LEGEND: 2. ALL FILL MA RIA SHA C PA IN
TE L LL BE OM CTED ACCORDANCE WITH THE ,,r~,. SPECIFICATIONS,
9. ACCEPTANCE OF SUB BASE FROM STA 0+00 TO STA 9+53.14. PROPOSED RIP RAP
3. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH SECTION P-610 879 ~
10. PLACE AND ACCEPTANCE OF 8" CABC STONE. 879 P P CONTOUR OF THE SPEgFlCATiONS. :m --~....v.._
11. INSTALL PERMANENT DITCHES AND DITCH LINERS AS SHOWN ON THE ? ? 4. SEE PLAN do PROFILE SHEETS FOR STRUCTURE COORDINATES. PROPOSED DROP INLET
GRADING PLANS. _ t,
12. SPREAD TOPSOIL AS AREAS ARE BROUGHT TO FINAL GRADE. SEED PROPOSED DRAINAGE PIPE is
AND MULCH AREAS TO BE GRASSED TO PROVIDE A PERMANENT ~ ;g- F'
GROUND COVER. ® PROPOSED TEMPORARY CHECK DAM ?
SHEET 15A
13. PLACE 2" BITUMINOUS ASPHALT BASE COARSE (TYPE SF 9.5 B) ON PROPOSED ~ FLEETWOOD ROAD . ~ PROPOSED FLARED END SECTION
PROPOSED HEADWALL
14. PLACE 2" BITUMINOUS ASPHALT SURFACE COARSE (TYPE SF 9.5 B) ON
PROPOSED FLEETWOOD ROAD . PROPOSED INLET PROTECTION
15. INSTALL GUARDRAIL AS SHOWN ON THE PROPOSED FLEETWOOD ROAD KEY MAP ,
PLANS. TEMPORARY CONSTRUC110N ENTRANCE SC LE. 2000
16. REQUEST FINAL INSPECTION. 5a o z5 50 100
17. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER FNAL
INSPECTION AND PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
18. SEED AND MULCH TEMPORARY EROSION CONTROL MEASURE LOCATIONS. SCALE: 1" = 50'

C' PROJECT MANAGER DRAWING SCALE .~ri*""';`'''x t 5
616 COLONNADE DRIVE RELEASED FOR DAIS rt JAL AS SHOWN CHARLOTTE, NC 28205 AIRFIELD IMPROVEMENTS
WK APPROVALS a r 2 R DESIGN/DRANK BY PROJECT DATE [phone] " RUNWAY 10-~8 EXTENSION SITE PREPARATION FLEETWOOD ROAD GRADING, DRAINAGE, 15A
GMK NOV. 2003 BIDDING MOVED FLEETWOOD ROAD TO PERMANENT. LOCATION 3/18/04 APPROVED BY PROJECT NUMBER & AIRPORT ROAD RELOCATION
DICKSON REV. PER DENR VERBAL COMMENTS ROCK DAM SHOWN TO REMAIN 2 19 04 DLP 3008L0LCL Engineers Planners Surveyors Atlanta, GA Hickory, NC CONSTRUCTION k4v .REV.
N0. DESCRIPTION DATE PILE NAME Landsca1e Architects ChariotteNC Raleigh, NC H INE~;?;. •gw STATESVILLE MUNICIPAL AIRPORT & EROSION CONTROL 28
REVISIONS Columbia, SC Wilmington, NC RECORD DWG. STATESVILLE NORTH CAROLINA

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~ ~ , A WETLAND SURVEY WAS PERFORMED FOR THE ENTIRE gaL~-~~` . - i ~f~ - ~ f-~~~ ~ ~ 6o"RCP 87~.~ a7o.5o Boa cLASSI, 3z 4SS I! 37 3T ~ ~ i! ~ ~ ~ ' i ~ I 'f ,1 t ~ ,,rs w, ti-~ ~ ~ r ~ ~ ~ ~ 1
is , ` / 1 ,t `itit = ~f{; ,.r,,` J'~°`...: ~ f ~3 ~ { , „,I, 1; , } v 2 54" RCP 871.OD 870.50 134' CLASS I 22' E ~ 1 AIRPORT PROPERTY; HOWEVER, NO WETLANDS WERE ~ ~ u ~ ~ ~ ~ ~ Asst zr 2r ~ ~ , 1 ; r~I { 3 ;r ttr~ , ~a ` \ ~ ~ ~ 1 ,r _ vim; ~ k , ( r Y f" =f!{ r, f ~'S~~ ° ~ ~ ~ ~;I !;f
i t' ,f' J° 1 ~ 1;~ ~ ~ ~ ~i'~ 't , , "y :5 3 42" RCP 921.50 917.50 132' CLASS B 27 1 1 ~ IDENTIFIED WITHIN THE PROJ T A A t ~ ~ ~ _.w EC RE ~ I ' ~ . f + r' ` I i, - ~~-~.:~,•^r~"""`-'-•^~i `ALL CULVERTS BURIED 1.0' BELOW NATURAL CHANNEL 8ED ELEVATION. ASS B 27 26' ~ ~ ~ ; f / ' ' d I ' ! `6! l1 e L j t , ~ 11 I ~ ' V ° ~ f ' . t , t; ~ ' ~ ~ ~ \ ~ 1 ti`s ~ 1 ~ V f e~ y WI , ITI ON. g ? ~ , , y d ! I r ~ .1 j; ~ , f ~ ~ f .n 1 i ; ~ : ~ i f y t
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1 DRAINAGE AND IMPERVIOUS AREAS REVIEWED AND APPROVED BY DdC 8-10-04 [ROJECT MANAGER DRAWING SCALE 0• • FESdtp ,•y
RELEASED FOR DATE 2?.~0 .9 s 616 COLONNADE DRIVE • JAL 1.120 CHARLOTTE, NC 282054~"~ i AIRFIELD IMPROVEMENTS POST DEVELOPED
ESIGN/DRAWN BY PROJECT DATE APPROVALSI.A~ RUN UI RUNWAY& 10 28 AIRPORT ETEROAD pN gRELOCA PREPARATION
GMK NOV. 2003 [phone] 1 BIDDING M7419
PPR04ED BY PROJECT NUMBER WV 13ICKSON DLP 30081.O1.CL % Engtineers Planners Sunueprs Atlanta, GA Raleigh, NC CONSTRUCTION REV. N0. DESCRIPTION DATE LE NAME FOR THE DRAINAGE AREA MAP
Landscape Architects Columbia, SC Tallahassee, FL STATESVILLE REGIONAL AIRPORT AND WATER QUALITY IMPROVEMENTS
REVISIONS Hickory, NC Wilmington, NC RECORD DWG. Q J. STATESVILLE NORTH CAROLINA k I L/i

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PERMANENT t~SE (TYP.) 6'X8' DROP STRUCTURE WITH YARD INLET
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PROJECT MANAGER DRAWING SCALE 0,•• ~~sW . 0 •9
JAL 1" = 50' 616 COLONNADE DRIVE RELEASED FOR DATE CHARLOTTE, NC 28205 DESIGN/DRAWN BY PROJECT DATE Eft WK APPROVALS • RUN
AFM NOV. 2003 [phone] 02419 . RUNWAY 10AI~~1 EXTENSION SITE PREPARATION RUNWAY 28 EXTENSION L3]
BIDDING PPROVED BY PROJECT NUMBER DICKSON & AI ORT ROAD RELOCATION WATER QUALITY TREATMENT
DX 30081.0l.CL Engineers • Planners " Surveyors •`•FNGIN Atlanta, GA Raleigh, NC CONSTRUCTION .•„~i REV. NO. DESCRIPTION DATE FILE NAME Landscape Architects Columbia, SC Tallahassee, FL
REVISIONS Hickory, NC Wilmington, NC RECORD DWG. ~ J STATESVILLE REGIONAL AIRPORT PRACTICES 'u. STATESVILLE NORTH CAROLINA
F,

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PROJECT MANAGER DRAWNG SCALE RELEASED FOR DATE ?•Q~ S9 AIRFIELD IMPROVEMENTS RUNWAY 28 EXTENSION 2
JAL 1" = 40' 616 COLONNADE DRIVE CHARLOTTE NC 28205 • • APPROVALS 1 RUN RUNWAY& 10 AIRPORT 2ETROADNRELOCA PREPARATION WATER QUALITY TREATMENT
DESIGN/DRAWN BY PROJECT DATE [phone] M7419 i AFM NOV. 2003 BIDDING
APPROVED BY PROJECT NUMBER DICKSON r~•••~ FOR THE 3
DJ( 30081.01.CL Engineers • Planners - Surveyors Atlanta, GA Raleigh, NC CONSTRUCTION FILE NAME STATESVILLE REGIONAL AIRPORT PRACTICES
REV. N0. DESCRIPTION DATE Landscape Architects Columbia, SC Tallahassee, FL a Hickory, NC Wilmington, NC RECORD DWG. r STATESVILLE NORTH CAROLINA
REVISIONS

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rcz ` w ~ ELEV . ELEV.- 78.36 2~'X8'X1.5'
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CLASS I 24" FES 3" - ~ DRY SWALE. 0 RCP INV OUT-916.00
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+1•F~$$~ •y~,~i JAL 1 " = 40' 616 COLONNADE DRIVE RELEASED FOR DATE + • AIRFIELD IMPROVEMENTS
DESIGN/DRAWN BY PROJECT DATE CHARLOTTE APPROVALS AFM NOV. 2003 WAft (704, NC ) 334-5348 28205 + L i • R UN Y1 RUNWAY 10-28 EXTENSION SITE PREPARATION RUNWAY 28 EXTENSION 1/3 &
APPROVED BY PROJECT NUMBER DICKSON BIDDING i 027419 + AIRPORT ROAD RELOCATION WATER QUALITY TREATMENT
DJK 30081.01.CL Engineers • Planners • Surveyors Atlanta, GA Ralei h N [RE N0. DESCRIPTION DATE FILE NAME Landscape Architects 9 > C CONSTRUCTION • f14,
Columbia, SC Tallahassee, FL !„Ff• REVISIONS Hickory, NC Wilmington, NC RECORD DWG. K~~' STATESVILLE REGIHNAL AIRPORT PRACTICES STATESVILLE NORTH CAROLINA

r 1
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1~ NOTE: , ~ ~ _ ~ ~ ~ ' I ; ~.;y z ~ _ , a. ~ ~ - ~ ~ t_
A wEnANO SURVEY wAS ~FOR~o ~ T~ aT~ ~ ~ ; ~ , , - ~ , , _ n ; , ~ ; ~ 1 f 1 ~ ~ ,i ,oo n so .00 200 4s>u - f' ~ ~ ~ _ _ r
AAZPORT PROPERTI; HOWEVER, NO WETLANDS WERE IDENTIFlED ~ WIl}NN THE PRO~CT AREA. \ ~ ~ 1 . '+,~~z - ~ , _ ~ - ~ , f , ~ ~ ~ ~ t I I _ ~ ~ / ~ i i'r t ~l . ' I i
err p~~~p THE PEE DEE RIVER, BACK CREEK, ANO THStD CR£EK , ~ w k, ~ i ~ ' i i ~ > l r E ~ r ~ 1 ~ WATERSHEDS ARE CURRENTLY q.ASSIFlED AS HIGH RESOURCE, ,~f ~ ° _ ~`t ~ { yip ~ f ( \ ~ ~ ,
TER SUPPLY, OR , ( NUTRIE?IT SENSi11 • y ~ ~ ~ ` I Y _ . , ~ ~ k ~ VE; THEREFORE, VEGETATIVE ~ i r: iti ~r 1 . , - in ~ i .,s ~ ! i ~ Inn n
BUFFERS ARE NOT SHOWN ON THIS YAP. `~'~s ~ I / V \ C~ ~ 'r:~ .L / s{ 1 +1 ,~a -
1 DRAINAGE AND IMPERVIOUS AREAS REVIEWED AND APPROVED Q~~a... O
BY 10-04 PROJECT MANAGER DRAWNG SCALE • ••••y W. 616 COLONNADE DRIVE RELEASED FOR DATE O *ESS/0
JAL 1•a100 CHARLOTTE, NC 2 N DESIGN/DRAWN BY PROJECT DATE AIRFIELD IMPROVEMENTS PRE DEVELOPED
lah TTE, C 28205 APPROVALS 704) 334-5348 SE& r I ~ V ( GMK NOV. 2003 1 RUNWAY 10-28 Ag EXTENSION RELOCATIONARATION
APPROVED BY PROJECT NUMBER DICKSON BIDDING ; 027419 •
DLP 300s1.01.a ••r REV. N0. DESCRIPTION DATE Engineers • Planners • Surveyors Atlanta, GA Raleigh, NC CONSTRUCTION •.,Fiy IN tk~'.•Q. Fu_E NAME Landscape Anhiterts Columbia, SC Tallahassee, FL ~•'Q••.' • /j FOR THE DRAINAGE AREA MAP
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