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Home My WebLink About20041743 Ver 2_Stormwater Site Plans_20080520S F A D A ETY N SECURITY HAUL ROUTES STAGING AREA A MARTIN COUNTY S ND CONSTRUCTION ACTIVITIES EXIST. CONDITIONS/UNDERGROUND AND CONCEALED FACILITIES 1, THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 5. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN 8. ACTIVE APRONS SHALL BE KEPT FREE OF ALL DEBRIS DIRT ETC. AT , , , .T, ETC., AT ALL 11MES. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION AIRPORT FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: ON THE PROJECT LAYOUT SHEET AND HIS APPROVED PHASING PLAN. THE ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE CLEAP ALL BE CLEANED UP OF ALL EXISTING UTILITIES AND PIPELINES IN THE CONSTRUCTION AREA. ANY ~ ~9 .w r ~ i r~, • OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTI1flTIES TH IMMEDIATELY USING APPROPRIATE POWER SWEEPERS BLOWERS OR 0TH WI THE , o , ~ VERS OR OTHER APPROVED DAMAGE TO EXISTING UTILITIES OR PIPELINES (ON OR OFF AIRPORT PROPERTY) AC .150 5370-2E. ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE CONTRACTOR'S EQUIPMENT, BY THE CONTRACTOR AFTER PROMPT NOTIFICATION BY THE 41ION BY THE ENGINEER DAMAGED BY CONTRACTOR SHALL BE TIE RESPONSIBILITY OF iNE CONTRACTOR. • AIRPORT SAFETY SELF-INSPECTION - AC 150 5200-18B. RESPONSIBILITY TO INSURE COMPLIANCE WITH SAFETY RE UIREMENTS AND TO OR AIRPORT OWNER. DUST GENERATED DUE TO CONSTRUCTION ACTIVITI~ ~ Q TION AC11VI11ES SHALL BE CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE.DAMAGED BY THE ~ • PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT MINIMIZE iNTERFERENGE TO OPERATIONS DURING CONSTRUCTION. ADEQUATELY CONTROLLED AT ALL TIMES. A PROGRAM OF REGULAR PA' REGULAR PAVEMENT AT NO ADDITIONAL COST TO OWNER. - AC 150 5210-58. INSPECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR AND COORDII ~ , AND COORDINATED WITH ` n ~'w 15. CABLES WILL BE LOCATED AND MARKED BY CONTRACTOR PRIOR TO CONSTRUCTION. • FAR, PART 139. 6. THE CONTRACTORS STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE THE AIRPORT OWNER, AND THE ENGINEER. PLANS ARE GENERAL AND FOR INFORMATION PURPOSES. ONLY. THE ACTUAL CONTRACTOR SHALL PROTECT EXISTING CABLES THAT ARE TO REMAIN. ANY CABLES ° d 2. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPR 9. ALl EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE EN A AT THE END of DAMAGED DURING CONSTRUC110N WILL BE REPAIRED BY THE CONTRACTOR. WiLLIAMSTON, NORTH CAROLINA OVED USING THE HAUL ROUTE SHOWN ON THESE PLANS. CONTRACTOR WILL BE BY OWNER PRIOR TO CONSTRUCTION. EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURI CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH THE REPAIR OF CABLES AT RUCTION DURING NO ADDITIONAL COST TO OWNER. RESPONSIBLE FOR SECURITY OF STAGING AREA. NON-WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR 7. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE CONTRACTOR'S CONTRACTOR'S EMPLOYEES AUTO PARKING. AREAS FOR 16. ANY UNPLANNED, UNAPPROVED OR ACCIDENTAL SHUTDOWN OR INTERRUPTION THE 3. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED,AREAS. ACCESS ROAD, CONTRACTOR'S STAGING AREA AND HAUL ROUTE SHALL BE RESTORED THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED ' TO THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE PROJECT. IN ADDITION 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING OF SERVICE TO ANY LIGHTING CIRCUIT REQUIRES IMMEDIATE NOTIFICATION OF 1NE )PROVIDING ALL AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. ALL NECESSARY REPAIRS LPA AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER ALL EXISTING ROADS THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AI E STAGING AREA. GROUP OR AIRPORT OWNER. SHALL BE MAINTAINED DURIN WILL SE AT CONTRACTORS EXPENSE. TRANSPORTATItJN CONSULTANTS G CONSTRUCTION AND RESTORED TO THEIR 11. N CO TRACTOR SHALL MAINTAIN ALL SAFETY DEVICES SUCH AS STAKED L AS STAKED LIMIT LINES, 17. THE CONTRACTOR WILL SE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF :THE LPA GROUP of North Carolina, .a. 4. FOR ADDITIONAL SAFETY AND SECURITY RE UIREMENTS SEE SPECIFICATIONS PRE-CONSTRUCTION CONDITION. FOR TH Q E DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES QED STAKES OR FLAGGING All ELEMENTS OF THE CONSTRUCTION. p SECTION 01030. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. ( ) SHALL BE REPLACED IMMEDIATELY. 5000 Falls of Neuse Road, Suite 304 TEMPORARY MARKINGS, BARRICADES, TRAFFIC CONTROL Raleigh, North Carolina 27sD9 12. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. ROPERTY. 18. SEE SPECIFICATION SECTION 01030 AND 01530. Member of THE LPA GROUP INCORPORATED CHARLESTON, SC • COLUMBIA, SC • GREENVILLE, SC 13. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNIN TO BEGINNING CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE i FROM THE JACKSONWILLE, FL • ORLANDQ FL • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL INFORMATION SHOWN ON CONSTRUCTION PLANS. MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA BATON ROUGE, LA • KNOXVILLE, TN Designer: RUNWAY JLE Technician: ~~~QQ;,,,_•,~y''; .9 JLE SEAL p 2a Checked by: = 0205 3 " 20"x 20" FLAG - 2 REQ'D. 1 ; ~ 1: 5' MIN 5' MIN ON ( (ONE ORANGE & ONE RED) TGB ;~F,~•.,FNgN~~~.; VERTICAL VERTICAL SUF SUPPORTED TO REMAIN IN THE 0~ Project Number: '%~T CLEARANCE CLEARANCE EXT EXTENDED POSITION p' RA322018 ~~'''""""~+''~'~-?3 ANc ANO ORIENTED AS SHOWN R/w 3 ~ oPE ~a a BA~ ~ 20o sL 0 0 r--- BATTERY .POWERED FLASHING ~ OR STEADY BURNING _ ~HlC 3' 1 ~ z p,CN N~ ~ ~ OR ~ ~ ' ° ~ PRO Cti ~ _ RED LIGHTS. -2 REQ'D. 'w X C(F 200 EXIST. o ~ .1 Pp p,RPN x ~ REI a '~qN 20 C~ w z~ CF U RUNWAY w~ ~C~ Q= 8 x 8"x 8"x 8' SOLID TIMBER ~s. U ~ OFZ x b ~ - tl~ W ® a ~ ALTI ALIERNAl1NG 4" WIDE ORANGE _ = AND AND WHITE BANDS ~ NOTE. OBSTACLE FREE ZONE DETAIL PLACE BARRICADES AT 25' MA . CONSTRUCTION APPROACH L P X SPACING OR AS DI S 0 E DETAIL O N.T.S. NG OR AS DIRECTED BY THE ENGINEER. • • . N.T.S. o P - A ODE DETAIL 3 N.T.S. RUNWAY CLOSED MARKER D 1J ~ D N.T:S. 200' 100' 0 200' 400' T• NO E. H it NCGSM EVERETTS 1130 TO BE PROTECTED MAY 2 0 2008 BY INSTALLING PROTECTION BOX. NCGSM EVERETTS 1130 DENR-WATERQUAl1TY GRAPHIC SCALE BAR N=771346.6725 WETLANDS AND STORMWATER BRANCH ~ E=2538861.7923 - - - - - REVISIONS .~,.r..,-....~.....-.-~.,_-.-._L.~_ . I . No. Description Date By 1 PAPI - 2 RSA I RSA RSA RSA RSA ~ _ _ I ~ ~ ~ ~ f~~~~ ~ ~ r tr~ w v.~ he N. ~ sr ~ • wr ~1 • RSA RSA _ ...RSA ~ ~ I' ' ~ CONTRO P I I L 0NT _ ..RSA ..RSA ~ ~ I 1 N=772320.6719 CONTROL POINT ~ ~ ~ - ! N=772748.1789 CONTRACTORS ? ~ l; ~ E-2539530.3760 E=2539749.1644 ? - - I ~,M ELEV.= 69.59 STAGING AREA E---' i ~ ~ r-I I ~~i••.. ELEV.= 71.18 - r_ ---I I '1 r t ' ' a • • • • • • • • • • • e e • e • • • • • • • `ice- ~...t - ~ I CONTROL POINT ~ ~ ~ , • N=771 146.8366 ~ , - - 1 - ~ LAND ACQU{S TEMPORARY CONSTRUCTION E-2,539,041.1556 4ND ACQU{SITION -1 ENTRANCE PAD ELEV.=59.86' ( ~ ~ IN PROGRE EC ~ IN PROGRESS State Project Number. SEE DETAIL . . - CONTRACTOR'S UVET UIrET Project Name: STAGING AREA DETENSION POND EPO DION PARALLEL TAXIWAY • ~ , ~ AND TAXILANES 4 Drawing Name: y~ LEGEND ~i • P ROJECT LAYOUT PROJECT LIMITS p d~' 0 AIRPORT PROPERTY LINE Q CONSTRUCTION PHASING r • • • .EXISTING DITCHES ® ~ • AND EXISTING TREELINE ~ ®a SAFETY PLAN EXISTING AIRFIELD PAVEMENT o . NEW AIRFIELD PAVEMENT MARTIN COUNTY ~ ~ EXISTING WETLANDS C~~ Autacad Drawing Reference: ~~~L~1Z,2/r`~ LAND ACQUISITION . • MC018_PL-1.dwg Date: Drawing Number: 5 "'f-r"` HURL ROUTE p MAY 2008 CONTROL POINTS ° o ' PL-1 ® ~ Business llnit: RALEIGH LEGEND E PIPE CHED LE DRAINAGE STRUCTURE TABLE DRAINAG S U ,j'~~''i~t ~i~ i; NEW PAVEMENT MARTEN CUU NTY - - PROPERTY LINE AIRPCJRT A ENDW LL DROP INLET 187 LF OF 1$ CL l 11 RCP ®0.1 % , PROJECT LIMITS " ~j!~,+~''`~p ~ P'! ' P 2 IN-2 STA. 303+47.20 TLC 70.4 LT Di'1 , o - ~ / o INV IN - 66.40 STA. 118+00.06, T/W A 74.4 RT RT ~ p ° _ TOP EL. = 69.77 _ + r INV OUT - 66.20 TOP EL. - 69.28 ° 64-- - - - - - - - EXISTING CONTOUR a w t o ~ , BOTTOM EL. = 66.40 90 FINISHED CONTOUR X w~ , 35 LF OF 15n CL III RCP 0.43% ENDWALL P-3 OUT•2 y' 71.50 FINISHED SPOT ELEVATION 1NV IN = 67.35 STA. 118+87.19, T/L A 91.4 LT RISER - _ _ • • INV OUT = 67.20 TOP EL. = 68.95 RISE , STA. 303+27.00, T/W C 204.1 LT 1 ~ LT 1.0% ~ FINISHED DITCH FLOW WILLIAMSTON, NORTH CAROLINA TOP EL. = 69.27 • • • EXISTING DITCH " ENDWALL BOTTOM EL. = 59.70 47 LF OF 12 CL 111 RCP C~ 0.21 % ouT-~ P-~ STA. 302+80.65 TLC 192.0 LT ORIFICE EL. = 67.20 INV IN = 67.20 ~ / EXISTING WETLANDS THE - TOP EL. = 69.50 RISER RIM EL. = 68.10 INV OUT - 67.10 L~ NEW STORM PIPE LPA yz ~ u. ~ s d a a # n zu. ~ ~..m. ~ ~F, n' ~sk*"a~iet i - ate,:. a-.. ~ t~rJ+r.: . rc _ GROUP u ~1 ~ TRANSPORTATION CCINSULTANTS p.2 DI-1 PIPE & STRUCTURE NUMBER NWAY -21 RU 3 THE LPA GROUP of North Carolina, p.a. i - - IP DROP INLET PROTECTION 5000 Falls of Neuse Road, Suite 304 DETAIL 2 / EC-1 Raleigh, North Carolina 27609 ;a CULVERT INLET PROTEC110N Member of THE LPA GROUP INCORPORATED ~ 3 3 HR2AY,i Ma's. u. c rrs-am,n:~vs~. ~ - u DETAIL 3 / EC-1 CHARLOTTE,' NC • GREENSBORO, NC • RREALEIGH,~NCC JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, FL r TEMPORARY SILT FENCE TALLAHASSEE, FL • fiAMPA, FL • WEST PALM BEACH, FL DETAIL 1 / EC-2 MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA BATON ROUGE, LA • KNOXVILLE, TN .3 RIP RAP CHECK DAM Designer: DETAIL 2 / EC-2 CDHIJLE ~~~~iuunu~rr, • ? • • • • • • . • . ? r . • • • • . • • • . • • • . . • • M'~'. TEMPORARY ROCK DAM Technician: 0~' ~fi~''% DETAIL 3 / EC-2 : ~:'~'•.9 JLE SEAL • PIPE OUTLET PROTECTION Checked by. 0205 0 91 x# DETAILS 6 & 7 / EC-2 , ~ ~ ! >~K~ TEMPORARY a Project Number: %'~Y •gJ~o`~ , EMy _ ~ss---- RiP-RAP CHECK DAM 2 ~6~ ~ ROCK DAM a 0 o RA322018 ~~''''~'"1..?~~?``S _ SEEDETAiL TYP. Ec-2 / ( ) _ / . SEE DETAIL E~-2 r: o ~ I` . O r0 O + t a+i PIPE OUTLET 6 c°v o0 o ~ PROTECTION EC-2 Q ~ o ® ® SEE DETAIL (TYP.) ~ ~ O / O O - - O_. - ~ O 69 ~ _ `iii \ ti Z ~ O OO ~ + ~N ~ QU O O /r ~ r r , ~ ~ / \ / + QW + QQ rn Iii®®®® ® IRN® ~ t~ Q ~ W to ~ ~ ® I \ ~ a f-H O ZZ j ~ ~ gg ~ ~ „ ~ ~ 6$ 69 - 70 ~ ; Q Q m ~ - 3 6.1 F ~ ~ ~ ~ I a~ai~ ww 6.1 ~ F~ 1 \ W W W W ~d OUTZt ~ ~ I®~®® i ~Z J \ 'j ~ , , ! , CONTROL ~'OiNT C7 ~ _ - N=772748.N89 W w ~ m ~ 68 676.0.15% ~ B N E=2539749.1b`4$ Z ~ - ® s ! 17 I 69 X 67.80 RIP-RAP 6 50' 25' 0 50' 100' ELEV.= 71.18 - - w ~ U J ~ ,,r -"x""70 2 CHECK DAM 1 } - 69 _ , . _ Tele Pole ~ I Q ~ r=te ~._---=71 MP I r ~~~1 NE A - Ec-2 SEE DETAIL (TYP.) ~ li ~ ~ ~ GRAPHIC SCALE BAR _ 68.01 \ ~ RE1lISK1N3 ~ \ N=77232 6719 ~ uo _ i k,: W ~ - / ~ e ~ Y No. Description Date By ~ X69. ~ E-253953 .3760 ~ ~ CP w VE ? l 1~? - ~ J - { EL / / FJa Pole ~ ~ E8 ~ RAIL . ~ _ ~ / 9 ~ CP L CP w - ~~2 I i - _ ~ / / l ~ MONITOR/ ~ I U n ~ ~ p 2 ? ',NOSE A ~ b ~ 71 / _ I ~ ~ i ~ ° - i~- 1- TEMPORARY t g ~ ' ~ ~ ~ / 717 J X71.45 71.39 + SILT FENCE Ec-2 ~ a ~ ~ k DI-1 i SEE DETAIL (IYP.) . ~ r i 71.0' 71.50 ~ ~ ' I ~s ~ + i 2 0\ ~ ~ i 30 00 0, ~ t a a I ® ~ 1I ~ ~ ~ ~ 66.8 ® m ® i !1 m 1 o, i V-DITCH- ~ ~ ~ ~ ~ I ~I . ~ ~ W ~ v I Z ®I Z ~ ~ \Z o \h J ~ ~I , PP ~ 1iP PP ~ _ ~ z N o ~ _ / T PIPE OUTLET \ ~ \ ~ \ State Praject Number: °H_~-err a~a-_. w/UGE/AL ~ _ ~ ~ 111 orw-.._. a+a _ / o _ ~ ~ Eo'2 PROTECTION ~ BEACON _ - 71 - - - ~ HH~ i~ i LL / r W ~ W Project Name: I- ~ j m LL ~ EMERGENCY -71_ _ ~J 202 0 70.2 ~ 7a. 9 s +0 ~ P~-2 FL W - ~ h PARALLEL TAXIWAY _ ~ ~ ~ ® \ ~ \ 1 .~VL 1! \ NOTES. PP-- AND C VER INLET ~ / I 9 0 ,r~ROTECT N 3 X TAXILANES 1. CONTRACTOR SMALL PROTECT ALL EXISTING UTILITIES \ ~ ~ _ / f ~ \ EC-1 5 ° ~ SEE DET L \ \ ~~2 ~ \ o ~ DURING CONSTRUCTION. ANY DAMAGE TO EXISTING \ / ~ ~ ~\i-/ / \ UTILITIES SHALL BE THE RESPONSIBILITY OF THE \ / II / \ / l~ I s \ ~ ~ _ DIVERSION 4 ~ UT-3 Drawing Name: CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL I I I / / f 1 \ WEIR PD-i COST TO THE OWNER. / I X7o.o2 1~ p~ ~ GRADING TEMPORARY CONSTRUCTION ~ / ~ R PO ED CONTOURS FOR THE WET DETENTION POND ! I / / ~ / ® X203 0 2. P 0 S ~ ENTRANCE PAD l ~ / / Q 7.50 71.50 ~ 00. ~,~1°~° Rls~ AN D A E SHOWN AT 1 INTERVALS. ALL OTHER ! I ~ ~ I / f - l AND DITCHES R Ec-t Q ) / / S SEE DETAIL / ~ ~ / ~ / PROPOSED CONTOURS ARE SHOWN AT 0.5 INTERVAL ~ 1 I I l~ / I I ~ / ~ I ® y { -fig a'~' ~ DRAINAGE z ~8 3. CONTRACTOR SHALL PLACE TYPE 1 TEMPORARY EROSION / / J I I - / i ~ 1 I 2.0o s, PLAN G1 I CONTROL MATTING ON ALL SLOPES 4:1 OR GREATER AS / / \ I fij / 1 I 1 ~ X7 . WELL AS iN DITGH BOTTOMS AND SIDE SLOPES OF / / i ~ 2 / ~ I 0.20%~ 7.61 / / \ v 1 WET DETENTION POND. V ~ \ / I I \ V ~ `""Z o MARTIN COUNTY I ~ 4. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED Q I ~ / I ~T ILA B B sr.~ TAXILANE C ~ p,~ h ~ \ X Autocad Drawing Reference: AREAS. / / 1 / / I S A.203+2 :QO ~~0 5' END NEW PAVEiUIENT } MC018 GD1-Z.dwg 5. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED FROM ~ / \ ® ( ENl7 NEW-PAI~EMENT n / ~ / FPAI~EMENT ~ WET DETENTION POND AT THE END OF CONSTRUCTION. i i / j I ~ TRAPIZOIDAL , ~ 1 i ~ / Date: Drawing Number. /I ~ ~ DITCH ~ ~ MAY 2008 6. ALL DRAINAGE PIPE SHALL BE INSTALLED AS PART OF / _ _ _ ~ ~ i3usiness Unit: THE BASE BID. / / 1 RALEIGH / TAXILANI TAXILANE C TAXILANE B MARTIN CCJUNTY 52.0' ~ AIRPORT 12.5' 12.5' 29.5' FUTURE T-HANGAR 40.0' 17.5' 22 SHOULDER 17.5' 22' SHOULDER I I ~ ~i i ~ i. - ~ ` * 0.0% yA S RTES VA WILLIAMST4N, NORTH CAROLINA . 0,50 0.5% 0.5 95~~0 o ~ \ I 3.p% 3 rya ! .~k ~'r, THE ~ ~ ~~~.,a y. u _ ~~4~~ ~ --.-I LPA r, ~t I _ I ; i=I , ~ GROUP.. ~ l ~ - ~ I - _i i___, i (-a ~ - - _ ~ ~ ~ TRANSPORTATION CONSULTANTS 1 I~ ~ - -I - ~ -I - - t ~ ~-I ~ ~ ~ ~ ~ ~ THE LPA GROUP of North Carolina, p.a.. - i -(-il- I- ~ - i ~ ~ ~ ~ 5000 Falls of Neuse Road, Suite 304 TIE TO EXIST. ~i I~ I _i I---~ i ~ ~ ~ Raleigh, North Carolina 27609 GRADE - I- , , , , , , -ilf_ E{I iJj- I ,~j! ~ ~ Member of THE LPA GROUP INCORPORATED I 1 EXISTING GRADE CHARLESTON, SC • COLUMBfA, SC • GREENVILLE, SC CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC JACKSONVILLE, FL • ORLANDO, fL • SARASOTA, FL EXISTING GRADE 4" BIT. PAVEMENT (P-401} 5 EDGE OF PAVEMENT 4" BIT. PAVEMENT (P-401) TIE TO EXIST. TALLAHASSEE, FL • TAMPA, FI. • WEST PALM BEACH, FL GRADE MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA 8" CRUSHED AGGREGATE ~_1 DETAIL 8" CRUSHED AGGREGATE BATON ROUGE, LA • KNOXVILLE, TN BASE COURSE (P-209) BASE COURSE (P-209) Designer: `,`~ti~u~unip~~~ COMPACTED SUBG 1 'ACTED SUBGRADE (TYP.) CDH `~~~.Q,~~ Cqh,~ (P-152) TS-1 52) Technician: ,'~~c>~ ~ti~~'% 4°" _ °~l :9 s NTS * SEE GRADING AND CROSS SECTION PLANS. JLE ~ SEAL Checked by. - ,020563 - TGB ~,~F`'•...~~'~ Jam',: Project Number. 'q,~ ~ G • 81 TAXlLANE A TAXIWAY A RA3220~8 ' 17.5' 17.5' 10.0' VARIES 12.0 10.0 8' 12' 10' 10' 17.5' 17.5' 10' 12' RADE POINT 0~0 0.$/ ~,5°l0 300 3A i ~`r 1.5~ yg; EXISTING GRADE V''' ~ 0 3•a9, o a~ y. - o qo - o EXISTING GRADE l I.. ff1, - ~-I , - I - _ - , ~ l ~ __I , ; I i -I ~ -I i . ~ - i ~ ~ ~ i ~ i f ~ ~ I ~ j ~ ! i ~ REVISIONS I ~ _.___..I ~ 1 I ~ i i - ~ - i 1- - i ' I~ I~~ I ! ; = a' ~ ~ TIE TO EXIST. GRADE - I ___._iii ~ ~ i f ~ I~~~ 1 A, No. Description Date By I- 1 ~ ,~!-!I ~ III ~ , ~ 1=~ I ICI N- I ; { -1 ~ ' ,~1 ~ , ti ,EI TIE TO EXIST. EXISTING GRADE 4" BIT. PAVEMENT (P-401) GRADE EDGE OF PAVEMENT 5 DETAIL COMPACTED SUBGRADE (TYP.) ~ TIE TO EXIST. ~-1 ~ 4 BIT. PAVEMENT (P-401) TIE TO EXIST. (P-152} GRADE 8" CRUSHED AGGREGATE GRADE COMPACTED S 8 CRUSHED AGGREGATE ;OMPACTED SUBGRADE BASE COURSE (P-209) BASE COURSE (P-209) (P-152) TYPICAL SECTION TAXIWAY A s 2 _ NTS NTS TS 1 NTS * SEE GRADING AND CROSS SEC110N PLANS. State Project Number: PAVEMENT DETAIL .SEE DETAIL Project Name: 3 ~-1 PARALLEL TAXIWAY vARIES AND ~ 1.5° BITUMINOUS ~ TAXILANES PAVEMENT \ ,~~'~~.~?~~ti~-t-~~/..c ' S Fi'. (P-401) fi" ~,~f f~~j~~j~~/ Drawing Nome: PAVEMENT 2" B1T. PAVEMENT (P-401) n MILLING 2 BIT. PAVEMENT (P-401) 2 SAW CUT ~ ,~~j~~~j/~~j~~~ BIT. PAVEMENT (P-401) AGGREGATE j~~~ 2 BIT. PAVEMENT {P-401) 2 MAX. LIFT CRUSHED 1 BASE COURSE > TYPICAL 1 (P-209) SECTIONS n COMPACTED , - ~ i i-# ' 1 ~ 1--~ ~ 1-~ ~ v` ^ _ TACK COAL TACK COAT (P-fi03) CABC (P-209) SUBGRADE ! E _ ~ f ~ ~ '-~ff ` ` T FTS 603) BETWEEN BI . LI 8 CRUSHED AGGREGATE ` (P-152) _I TI _ ~ I j ! ! 1 ~ BASE COURSE P-209 { ) III-l ! I-1 I--1 I f=l r l-~ 1=-1 ~ I._=: G i=1 ~ I I----I .I.Y PRIME CQAT (P-602) EXIST. BITUMINOUS PAVEMENT AND BASE MARTIN COUN Autocad Drawing Reference: L L 3 4 EDGE OF PAVEMENT DETAIL 5 MC018 TS-1.dwg N.T.S. TS-~ Date: Drawing Number: TS-1 TS-1 N.T.S. N.T.S. MAY 2008 Business Unit: TS~1 RALEIGH MARTIN COUNTY LC 40.00 AIRPORT K 100.3 ~ z w r~ o ~ z ~ o o ~ ~ wo 80 80 ~ ~ ~~Nr~•~ x ~ + r o w + + + + III gpll apll rnll ~o ~ Ozr r r r N II ~-pr r r > wr > II a w 75 _ > w o~ J 75 WILLIAMSTON, NORTH CAROLINA t-QU~ > a win w w a a w -42% 02% -0.2% `3. 0 q 0 THE LPA.,..,_,. . 70 . 70 GROUP= TRANSPORTATION CONSULTANTS _ ~ M 8 RCP o •~n THE LPA GROUP of North Carolina, p.a. OM rt0• ~t0• r~ .tn Nr (°r r~ ~ cod, +r +r + •O 5000 Falls of Neuse Road, Suite 304 65 N 65 Raleigh, North Carolina 27609 + rll rll r +o ao p r > > Member of THE LPA GROUP INCORPORATED V> vw II CHARLESTON, SC • COLUMBIA, SC • GREENVILLE, SC _W aw aw ~w > CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC >J vW aW J JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL a WEST PALM BEACH, FL 60 60 MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA BATON ROUGE, LA • KNOXVILLE, TN LC 40.00 Designer: K 101.0 JLE ~ 55 Technician: 55 ' ~ ' JLE SEAL Checked by: 020563 •'Oj: 50 Project Number: '''/'~~~rrGrrn~B~ ~~`r3.aS 50 as ~ w° RA~ZZO~$ w v a~ ~ o 45 ° 45 s~ x aW d- t° N t° ~ O N C° M M ~ I~ to c0 ~ to O c0 M O ~ ~ 00 O r r- ~ ~ 00 e- 00 00 O D1 I~f~ I~co rco rO ~O rco rco 117+00 118+00 119+00 120+00 121+00 50' 25' 0 50' 100' HORIZONTAL SCALE BAR 5' 2.5' 0 5' 10' 1~RTICAL SCALE BAR REVISIONS 90 No. Description Date Sy 9p 90 90 co r 85 $5 85 85 rn r~ co co + II M o> NW 80 o r1 0 80 80 M 80 w ~tO. ~ O~ Or QQr QO ~ O ~ r~0°'rn ~'N~oi w+ r w+ zoll of ZoH aioiho Qo co Q ° JN> JM> +oM II 75 w PROPOSED GRADE 75 75 x v 75 J O M> Q.,., W Q N w stn > t- ~ J State Project Number: W~ w .,3C g vw~w `3 w •a q o --0.4 °Io ~ Project Name: -0.5 q 70 70 70 - 70 PARALLEL TAXIWAY Z " V w AND V z w ~o 0 N TAXI LANES Q~ 0 65 EXISTING GRADE wo r o N 65 65 65 Q~n N. aNrn o~ U.,+ r ~ ~ Drawing Name: +o +o 0o II ca aM M 0 o II o i l wN> N> ~vw o II ovw vw 60 60 Wl~W M} so TAXILANE A, B & C 60 w cn w cn w > > _ v~ ~W > w ~ PROFILES w w w -v -v ° ~ a~ ~ N c ° ,c 55 ° 55 55 55 u, ° 0 x .X a W aw ~ ~ ~ r ~ ~ ~ ~ MARTIN COUNTY 00O M 00~ Mtc? rd' M~` M~ M~ M~ MO rM M~ Nr OO Nd- tn~ tad' ~co rno rrn u,oo ~o M>~ X00 NM p ~ r00 r~ 00 r 00 r~ O~ O~ O O O O O O rn O 0) O O O 0) Autocad Drawing Reference: ISO rt4 rO ~cD ~c9 i~cD ISO OCO r(0 rO ~cfl I~cO rh rO NCO co co + 202+00 203+00 204+00 300+00 301+00 301 +00 302+00 303+00 304+00 ~co~s_P~-2.awq Date: Drawing Number: 200+00 201 00 T TAXILANE C MAY Zoos Business Unit: PAL RALEIGH MARTIN CCJUNTY 5.3' 4' 5.3' AIRPORT 8" 4' 8" Y COVER BOLTED , " MANHOLE ( ) N ENAH R-6077-A MANHOLE COVER (BOLTED) 8 4 8 E WEIR CUT OR APPROVED EQUAL NEENAH R-6077-A OR APPROVED EQUAL PROVIDE CORNER ~ BARS OF SAME. ~ • w ~ " ,,~4 Tom- 4 > .Q .v , » SIZE AND SPACING HOR1Z. MANHOLE STEPS ®1-2 CTS. o p•..~ .~v v.•~~ . . ° n" REINF. AS HORIZONTAL , ~ , WEIR CUT ROUNDED ENTRANCE L MANHOLE ° 8 WEIR OPENING r--MANHOLE STEPS ~ 1'-2" CTS. REINFORCING. ~ WILLIAMSTON, NORTH CAROLINA X X W TRASH RACK / STAINLESS STEEL TRASH RACK • ~ ° FLOW "CLR. ~ 2 THE FL~ OWE,,,,. SECURED W/ ~ ° ~ • 1'-6" LPA TYP. • ANCHOR BOLTS _ FLOW INV. = 68.0 9~T CORNER BARS GROUP. „ INV.=67.2 - " TRANSPORTATION CONSULTANTS 4 PVC -SEE p #4 ®8 V -#4 ®8~ VERT. E.F. 8.4' THE LPA GROUP of North Carolina, p.a. ORIFICE DETAIL 2" CLR. ~ ~ ° " I ~ ° ~ 4 8" HORIZ. E.F. ~ ~ - #4 ® 8 -#4 ®8~ HORIZ. E.F. 5000 Falls of Neuse Road, Suite 304 THIS SHEET # ao Raleigh, North Carolina 27609 - ° 8.5'x8.5'x2' FOOTING ~ INV.=59.7 " F WEIR CUT , ~ #4 ~ 8 VERT. E. . Member of THE LPA GROUP INCORPORATED CHARLESTON, SC • COLUMBIA, SC • GREENVILLE, SC D. D • . 2" ° . CHARLOTTE, NC • GREEN~ORO, NC • RALEIGH, NC JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, fL Y oN • CONCRETE APR " ° TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL MOBILE, AL ~ LITTLE ROCK, AR • ATLANTA, GA PLAN ° o. 3 ° . , ~ > ~ BATON ROUGE, LA • KNOXVILLE, TN N N 6" #5 ®8" E.W. 6" Designer: #5 ®8" „ 4" PVC SCREW-TYPE PLUG ~~,,~+~+u+~ur,,,~~ #5 ®8 E.W. ~ 5 LF 4 SCH. 40 PVC JLE C " TOP & BOTTOM 6 TOP & B~ TOP ELEV.=5.00 ®0.5% ~ i TOP & BOTTOM Technician: QQ; • ti ; NCDOT # 57 STONE BEDDING 6" INV. IN=67.23 2; ~'a~'•.9 CONCRETE ANTI-SEEP CONCRETE AN11-SEEP NCDOT # 57 STONE BEDDING )DING INV. OUT=67.20 JLE ~ SEAL i TION X-X EC S COLLAR COLLAR 12" Checked by: - 0205 3 - TI N Y-Y E 0 C S ~ ~ 18" TYP. 4" PVC E %~~,~RY , gr~E~~QJ,. Project Number; G a~: RA322018 '''~~unn+~++`` ~ t3-~9 18" MIN. BARREL .e• IN RISER NOTES: BAS 4° PVC CAP 12" BARREL WITH 2" HOLE 12" 1. P-610 4000 PSI, CONCRETE TO BE USED THROUGHOUT. DRILLED IN BOTTOM NOTES: "MIN. OVERLAP TION HALL HAVE 18 TALLA WHERE JOINED S R INS OR ING STEEL P OLLA 2. ALL REINF C EE C ANTI S HAS. BEEN PLACED A MiN. UNLESS NOTED OTHERWISE. AFTER FILL SUBMERGED ORIFICE 18" OVER BARREL, CONTRACTOR TO - E P COLLAR TO MIN. 3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. EXCAVATE ANTIS E _ DIMENSIONS SHOWN AND BACKFILL WITH P-610 CONCRETE. 4. RISERS OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS ON 1'-2" CTRS. IN ACCORDANCE WITH NCDOT RDWY STD. 840.66. PROPOSED POND GRADE 1 EL. 68.0 PD-1 N.T.S. IRE~nsioNS PERMANENT POOL EL. 67.2 ~0:~ CREST OF WEIR No. Description Date By ELEV. = 68.00 12" RCP 2' MIN. EL. 59.7 \ ` 8" 8.5' BASE OF WEIR ELEV. = 67.35 , 2 5 PD-1 N.T.S. VEGETATED SIDE SLOPE X-SECTION RISER STRUCTURE State Project Number: FOREBAY BERM SEE DETAIL -THIS SHEET CREST OF WEIR ELEV. 68.00 Project Name: 3 ~ . 1 ~ ~ \ \ _ TE PORARY POOL ELEV. - 68.0 - M 10 1 PARALLEL TAXIWAY ,,~i, r ri 8p 2~ ~ ~ ~ AND z 9 PERMANENT POOL ELEV. = 67.2 ,y. ~ , zg 3 ~ r\ -11 ; 5 I ~ TAXILANES SEDIMENT REMOVAL 3 1 3 \ - ~ I I " ~ ELEV. - 63.7 1 r, 20 15 RCP 5 ( I ~ BASE OF WEIR ~ ~ ~ ~ ~ g ~ 3 \ ~ I i / / ELEV. = 67.35 Drawin Name: 1 ~ FOREBAY BOTTOM ELEV. 62.7 \ ~ = I I SEDIMENT REM. ELEV. 60.7 \ ~ VEGETATED 30' ~ SHELF POND BOTTOM ELEV. = 59.7 POND PROFILE DETAILS 3 DIVERSION WEIR 4 PD-1 zo' 10' 0 20' ao' N.T.S. PD_1 MARTIN COUNTY Autocad Drawing Reference: MC018 PD-1.dwg 10' 5' 0 10' 20' Date: Drawing Number: MAY 2008 +~mca.sca.~enR Business Unit: PD- 1 RALEIGH MARTIN COUNTY AIRPORT WET DETENTION POND PLANT TABLE -SHALLOW WATER* INSTALLATION NOTES: P~~E 9 I ~ i COMMON NAME SCIENTIFIC NAME ELEVATION NOTES (FEET) 1. CONTAINER GROWN PLANTS SHALL BE USED FOR ALL WET ~ - SWAMP MILKWEED ASCLEPIAS INCARNATA 70.0 - 67.2 A MINIMUM OF 5 SPECIES MUST BE USED DETENTION POND PLANTINGS. FROM THIS GROUP, WITH NO MORE 2, p~gNTS SHALL BE SPACED 3' APART. WHITE TURTLEHEAD CHELONE GIABRA 70.0 - 67.2 THAN 30% OF ANY SINGLE SPECIES. SCARLET ROSE MALLOW HIBISCUS COCCINEUS 70.0 - 672 OTHER SPECIES MAY BE SUBSTIMED 3. SLOW RELEASE FERTILIZER SHALL BE APPLIED TO EACH WlLLIAMSTON, NORTH CAROLINA ROSE MALLOW HIBISCUS MOSCHEUTUS 70.0 - 672 NTH APPROVAL FROM THE ENGINEER. p~,gNT DURING INSTALLATION. FERTILIZER SHALL NOT BE BROADCAST OVER THE POND OR PLANTS. THICKET SEDGE CARER ABSCONDITA 70.0 - 67.2 35%, OF PLANTS AT ELEVATION THE SOUTHERN WAXY SEDGE CARER GLAUCESCENS 70.0 - 672 6.0 - 4.0 MUST COME FROM THIS 4. LIME SHALL NOT BE APPLIED. GROUP WHITE EDGE SEDGE CARER DEBILIS 70.0 - 672 GROUP TRANSPORTATION CONSULTANTS 5. PLANTS SHALL BE INSTALLED IN LARGE DRIF(S OR MASSES TAPERTIP RUSH JUNCUS ACUMINATUS 70.0 - 672 35% OF PLANTS AT ELEVATION OF EACH SPECIES. THE LPA GROUP of North Carolina, p.a, 5000 Fails of Neuse Road, Suite 304 GRASSLEAF RUSH JUNCUS MARGINATUS 70.0 - 67.2 6.0 - 4.0 MUST COME FROM THIS GROUP Raleigh, North Carolina 27609 POVERTY RUSH JUNCUS TENUIS 70.0 - 87.2 Member of THE LPA GROUP INCORPORATED CHARLESTON, SC • COLUMBIA, SC • GREENVfl.LE, SC CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL WET DETENTION POND PLANT TABLE -SHALLOW LAND** (o) MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA BATON ROUGE, LA • KNOXVILLE, TN 12" RCP Designer: COMMON NAME SCIENTIFIC NAME ELEVATION NOTES EMERGENCY OVERFLOW WEIR (FEET) 6" THICK CONCRETE APRON JLE +++++,u,.+uaa,, ,o N CAS SWEET FLAG ACORUS CALAMUS 672 - 662 A MINIMUM OF 5 SPECIES MUST BE L =10', W = 28' Technician: ~ ; •.9 ARROW ARUM PELTANDRA VIRGINICA 67.2 -66.2 USED FROM THIS GROUP, WITH NO ? ~ MORE THAN 30 k OF ANY SINGLE ~ 2. 4' X 4' RISER /OUTLET STRUCTURE JLE SEAL PICKERELWEED PONTEDERIA CORDATA 67.2 -66.2 SPECIES. OTHER SPEgES MAY BE E~~=~o.o Checked by: ' 020563 ~p~ny' aN Q LIZARD TAIL SAURURUS CERNUUS g7,2 _ g6.2 SUBSTITIUED WfTH APPROVAL 28 FROM THE ENGINEER. Project Number: '~~i~; G+ ••tdV~~~`, 10' GRASSED STRIP FOR MAINTENANCE ACCESS `ini~~~~~n?+'`+5't3~"3 DUCK POTATO SAGITTARIA LATIFOLIA 67.2 -66.2 RA322018 SAWGRASS CLADIUM JAMAICENSE 67.2 -66.2 BULLTONGUE SAGITTARIA LANCIFOLIA 672 -66.2 a a o.: BUR-REED SPARGANIUM AMERICANUM 672 -662 . o00 00000000000 .o•:~~ 0 00 0000000000 0 WATER MILLET ZIZANIOPSIS MILIACEA 67.2 -66.2 `p o i. D•• 00 0° 4 0 0 0 0 0 0 0 0 0 a o... o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * VEGETATED SHELF, BELOW PERMANENT POOL / o A ' . a o ° 0 • • • • • • • • • 0 0 0 '""VEGETATED SHELF, ABOVE PERAAANENT POOL AND VEGETATED SIDE SLOPE o o ~ o 0 0 0 0 ° • 0 0 • • • • • • • ~ • • • 0 0 0 0 p o 0 0 0 0 0 ° • • • • • • • 0 0 0 0 0 p o o DNERSIONWEIR a°o°~o°a°~o 0 0 • • 0 0 0 • • 0 0 0 0 0 • • • • • • ° p 0 0 • ~ • • • 0 0 0 0 TOP ELEV. =68.0 ~,0~ 2 0 ° o ° o ° o ° • ~ • SEE DETAIL -SHEET PD-1 ~ o 0 0 0 0 0 0 0~•~• ~ • • 0 0 0 0 • • 0 0 0 ° ~o~ o 0 0 • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° o 0 0 • • 0 0 0 • • • • ° ° ° o REVISIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 • • o 0 ° o 0 0 0 0 0 0 0 0 0 0 • ° o 0 0 0 • • • 0 ° 0 ° No. Description Date By • 0 0 0 0 • • • • • • • • ~ ~ o 0 0 0 ~ • • 0 0 • 0 0 0 0 . • ~ • 0 0 • 0 0 o ~ • ~ • • 0 0 • 0 0 15" RCP • 0 0 0 ••o° o° 108' 0 o PERMAN 0 0 PERMANENT POOL ELEV. = 67.2 • • ° o ° o 3, o ~ o ~ • • 0 0 • o° o° o. ao • 0 0 ~o . 6~ 0 0 • 0 0 o a. 00 ••oo 00 o. 00 • o 0 • 0 0 • 0 0 EXAMPLE LAYOUT OF PLANTS DIVIDED INTO ° ~ • o 0 • 0 0 REQUIRED DRIFTS. o a o ~ o • • • • • • • • 0 ° 0 o Stote Project Number: 0 • 0 0 • 0 EACH PLANT SPECIES MAY BE PLANTED IN ° o o • • • • • • • • 0 0 MULTIPLE DRIFTS, HOWEVER CARE MUST BE o • • • • • • • TAKEN TO PLANT AT THE APPROPRIATE o • • • • • • • • • • • • 0 0 ° Project Name: • • 0 0 ELEVATION, AS LISTED BELOW. o • • • • • • • • • • ; • ° a ° ° PARALLEL TAXIWAY ° o • • • • • • • • • • • • • • • • • • • • ° a AND ~ ~ • O O O O O O O O O O O O O O O O ~ Q • • • • • • • • • • • • O O °°°0000°o°°oaa00°0°°a0aoo 0 ° TAXILANES ~ O O O O O O O O O O O O O O O O ~ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000°00 000 ° 0 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O 000000000000000 0000000000000 0 Drawing Nome: 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 POND ~67~ DETAILS 30' 15' 0 30' 60' FOREBAY WET WET DETENTION POND GRAPHIC 3CALE BAR - MARTIN COUNTY Autocod Drawing Reference: MC018 PD1.2.dwg EXAMPLE PLANT LAYOUT FOR WE t WET DETENTION POND ~ Date: .Drawing Number: MAY 2008 PD-2 PD-2 Business Unit: RALEIGH 1 MARTIN COUNTY 100 MIN. PHASING euT s~ GENERAL BUT SUFFICIENT TO KEEP AIRPORT SEI SEDIMENT ON SITE ~ ; I, V 1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED. 1. ATTEND PRECONSTRUC110N CONFERENCE. CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE :r GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH MUST BE 2. CONTACT LAND QUALITY PRIOR TO BEGINNING PROJECT 2~-3 2"~-3~ STONE TO BE USED 25' 4R WIDTH OF ~ i1o~i• INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR S EROSION z 3 (SURGE (SURGE STONE OR RAILROAD PROPOSED STREET, _ CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION SEQUENCE 3. INSTALL EROSION CONTROL MEASURES. F ° WHICHEVER IS ~ F BALLAST) GREATER. ~ PLAN. N o 4. PERFORM CONSTRUCTION OPERATIONS w ~ G~ ~ ~ ` ~ J. 2. THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER AS LISTED BELOW: 5. SEED AND MULCH ANY DISTURBED AREAS, INCLUDING HAUL ROUTES & STAGING AREAS. i NOTES: WILLIAMSTON, NORTH CAROLINA PLAN 6. ONCE THE ENGINEER OR NCDENR LQS HAS DETERMINED THAT THE CONSTRUCTION IS COMPLETE AND • MOBILIZATION P RM N NT EEDING HAS EEN ESTABLISHED REMOVE ALL TEMPORARY EROSION CONTROL FEATURES. SEED 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP E AE S B , • DEMARCATION OF PROJECT LIMITS AND MULCH THE AREAS EFFECTED BY THE REMOVAL. , 15' MIN. TO ENSURE CONSTRUCTION ENTRANCE IS USED. THE • A GRUBBING AND EROSION CONTROL MEASURE INSTALLATION 85 ~ CLEARING ND 6 MIN. 85' MIN. • CONSTRUGT WORK ELEMENTS, AND PROGRESSIVELY INSTALL AND MAINTAIN MAINTENANCE PLAN 2. 1F CONSTRUCTION ON THE SITE IS SUCH THAT LPA EROSION CONTROL MEASURES THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING GROUP 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION 12" MIN. OVER THE STONE, THEN THE TIRES OF THE VEHICLES TRANSPORTATION CONSULTANTS • FINAL SEEDING AND MULCHING, AND ESTABLISHMENT OF GRASS FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY ~ ~ MUST BE WASHED BEFORE ENTERING THE PUBLIC • REMOVAL OF TEMPORARY EROSION CONTROL MEA5URES NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. i , . ~ , ~ ROAD. THE LPA GROUP of North Carolina, p.a. ' • ~ 5000 falls of Neuse Road, Suite 304 NNED TEMPORARY EROSION CONTROL FEATURES ExisTlNc PLA 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT. DEEP. FABRIC UNDER STONE 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS Raleigh, North Carolina 27609 THE EROSION CONTROL BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ROADWAY CRO; CROSS SECTION ON TO THE PUBLIC ROAD, THE CONTRACTOR SHALL Member of THE LPA GROUP INCORPORATED CLEAN THE AREA. CHARLESTON, SC • COLUMBIA, SC • GREENVILLE, SC 1. SEDIMENT CONTROL POND, BERM, AND OUTLET CONTROL STRUCTURE 3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING BE INSTALLED AT ANY 11ME PRIOR TO FINAL CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC 2. TEMPORARY CONSTRUC110N ENTRANCE PAD ACCEPTANCE. JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, FL 3. TEMPORARY SILT FENCE TEMPtJRARY CONSTRUCTION ENTRANCE PAD 'I T'4L MosILE~ALL••LITTT~LEPRO K, AR ATLANTA, GA"~ 4. RIP-RAP CHECK DAMS EROSION CONTROL PROCEDURES 5. PIPE INLET AND OUTLET PROTECTION • N.T.S. EC-~ BATON ROUGE, LA • KNOXVILLE, TN N.T.S. 6. TEMPORARY ROCK DAM Designer: 1. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES IN ALL MATTERS OF CONTROLLING EROSION, AND COLLECTION OF SEDIMENT WITHIN THE PROJECT SITE. CDH `````IIIIIII I I IlliQ~'',i 7. OBTAIN APPLICABLE PERMITS PRIOR TO COMMENCING CONSIRUC110N ACITVIIIES. fV _ i/. , 2. INITIAL TEMPORARY EROSION CONTROL MEASURES SHALL BE IN PLACE AND APPROVED PRIOR TO THE Technician: 9 ; '`~l 8. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED !N ACCORDANCE WITH START OF ANY EARTHWORK AC11VI11ES. OTHER TEMPORARY EROSION CONTROL MEASURES AS SPECIFIED OR JLE SEAL ITEMS T-901 AND T-908 OF THE SPECIFlCA110NS. AS DIRECTED BY 111E ENGINEER SHALL BE INSTALLED CONSISTENT WITH THE PROGRESS OF 111E PROJECT. Checked by. 020563 9. ANY FINES, PENALITES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE CLA CLA 'I' RIP RA ~o TGB " r~~' 3. TEMPORARY/PERMANENT STABILIAl10N MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE IN GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTROL ~y '•~gN6~r J~. (SEE TION THR Project Number: '~i,'pj' •g~~.`~~ PORTIONS OF THE SITE WHERE CONSTRUC110N ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. NO (SEE REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SHALL BECOME BASIN BASIN B W) RA322018 ~~~~!"c"""'`~+~3" TRACTOR AND ANY SUCH ASSESSMENTS IF NOT PAID AREAS WHERE ACTIVITIES HAVE CEASED SHALL REMAIN WITHOUT STABILIZATION FOR MORE THAN THE RESPONSIBILITY OF THE CON , TRA TOR WILL BE DEDUCTED FROM MONIES DUE AT THE COMPLE110N OF TWENTY-ONE (21) CALENDAR DAYS. BY THE CON C , \ CLASS 'I' THIS PROJECT. 4. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT THE PROGRESS OF F(0 W RIP RAP THE PROJECT. PIPE HEADWALL \ OW-? ~ 4' MAX STEEL T POSTS 1.25 LB/LF; L=5' MIN. 57 WASHED STONE FNT STORA Ef I I I I i ~ THICK x 2' HIGH MIN. DEWATERING CONCRETE BLOCK ~ CONCRETE APRON l AREA / / ~ III . o~ ~ ~1 / ~ fir- , w ~ ~ ~ 3 MIN PERSPECTIVE VIEW R~nsioNs SEDIMENT STORAGE PIPE INVERT No. Description Date By ~ AREAS TO BE TO BE CLASS 'i' RIP RAP 2 MIN DROP INLET w/ GRATE NOTE, DISTURBED BED 1' 3' HEADWALL 2:1 SLOPE WASHED STONE FILTER QR PLACE 2 FLAP OF WIRE MESH UNDER GRAVEL FOR ANCHORING FtO FtOw NATURAL W ~ N - -GROUND TEMPORARY WIRE PROVIDE ONE DEWATERING MIN 19 GAUGE HARDWARE CLOl11 - _ FLOW-? SEDIMENT POOL SCREEN BLOCK PER SIDE W/ 1 /4" MESH OPENING ~ ~ - ~ =1i1 , I ii^zl~-~+ it _ -?y ~ li ' FILTER FABRIC a, CLASS 'I' RIP RAP NOTES. 1 MIN. • 16 -._..~1~ #57 WASHED STONE , ~ , . ~ a . •p' V~ 2 MAX. 1. DIMENSIONS ARE MINIMUM A tE MINIMUM ACCEPTABLE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) UNLESS 0111ERWISE NOTED. ;WISE NOTED. c ~ 2 MIN ~ 2. GRAVEL AND RIP RAP FILTEI IIP RAP FILTER BERM BASIN DROP INLET w/ GRATE 'r 16 SEDIMENT DETAIL IS DESIGNED TO PRC GNED TO PROTECT EXISTING CROSS SECTION State Project Number: PIPE INVERTS THAT DRAIN 1 THAT DRAIN 10 ACRES OR NOTE. LESS. CONTRACTOR HAS OP110N ON WHICH METHOD OF INLET PROTEC110N. NCDOT # 5 OR #57 WASHED STONE Project Name: e 2 CULVERT -INLET PROTECTION ~ PARALLEL TAXIWAY N.T. N.T.S. Ec-~ AND EC-1 N.T.S. TAXILANES Drawing Name: 2' TYP. NOTES: 1 I 1 ALL DIR. _ _ _ ~ _ _ _ _ _ ~ 1. FOR TYPE 1 MATTING, SHEAR STRE; SHEAR STRESS > 1.6 Ib/ft2. EROSION CONTROL io ° 2. FOR TYPE 2 MATI1NG, SHEER 5TRE' SHEER 5TRESS > 4.0 Ib/ft2. DETAILS ~ , 3. FOR TYPE 3 MATTING, SHEER SIRE, SHEER STRESS > 6.0 LB/SQ. FT STAPLES (TYP.) p 2' IYP. ~ I I a (ALL DIR. I I I I MARTIN COUNTY TO BE INSTALLED IN ACCORDANCE w/ MANUFACTURERS SPECIFICATIONS Autocad Drawing Reference: MC018 EC9-2.dwg Dote: Drawing Number: 4 MAY 2Q08 N.T.S. EC-1 1 Business Unit: RALEIGH { MARTIN COUNTY 1 AIRPORT t~,,i ~ 5' MIN NATURAL GROUND I ~ _ ~ I lull~lu=s ,s GRAVEL FACING - IN 1. 7 n~ FLOW ~ _ I lI~II _I I ~ SPILLWAY CREST - ~ VEL APRON hI- 2• III _ _ = ilrll~ ° 1111-III= x ° ( WILLIAMSTON NORTH CAROLINA ROCK ABUTMENT - - - -II~I~ „ i i~~l-J11- 8 0 MAX. POST SPACNG ~ A p PLAN VIEW ~ ~ THE WOVEN 4MRE FENCE OUTLET WI DITCH LPA D CLASS B' RIP RAP GROUP ~ ~ ~ TOP OF ROCK ABUTMENT c? , 15 T ZNS Fl~~ r? ~ cS.Y. TRANSPORTATION CONSULTANTS j „ „ r- I ~ 2 MIN 18 3 10 ~ SLOPE FOUNDATION 111 1 -Ilb I 24" 5 14 THE LPA GROUP of North Carolina, p.a. I I I I I II 30" 8 21 5000 Falls of Neuse Road, Suite 304 ' D 36" 11 28 Raleigh, North Carolina 27609 -1~1 I I 42" 15 37 - = - = - - - - - - = - - - _ _ FILTER FABRIC 48„ _ _ .Member of THE LPA GROUP INCORPORATED ~ PLAN 4„ _ _ CHARLESTON, 5C • COLUMBIA, SC • GREENViLLE, SC SPILLWAY z CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC ~ H= I H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) JACKSONVILLE, FL .ORLANDO, FL • SARASOTA, FL i EXIST. GROUNO LINE 12" NCDOT 5' T= 1 T= 12" CLASS `B' RIP .RAP, UNLESS OTHERWISE SHOWN ON PLANS TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA BATON ROUGE, LA • KNOXVILLE, TN j SYNTHETIC FILTER FABRIC #57 WASHED STONE MIN. CLASS I & II RIP RAP SLOPE 1-1/2:1 OR FLATTER 2, D Designer: ELEVATION VIEW ~ CREST OF IR 8 MAX CAR Technician: ~ ~ ~ STEEL OR WOVEN WIRE FENCE FL- 0_ w,.. H •,9 ; WOODEN POST ~ H 1.5 MIN 3 JLE ' SEAL SYNTHETIC FILTER FABRIC T f4LTER FABRIC Checked by: w :.020 3 fiLTER CUT-OFF TGB ~.~F,~R~ ar~tiE~QJ.c FABRIC TRENCH TOE LENGTH EQUAL TO DAM HEIGHT 0 Project Number '~i, G+ 8 ELEVATION SECTION A-A RASSZO~$ '''""~ruu~,,?~'~-r3-~ ~ 18~ MIN. EXIST. GROUND IiNE DAM REQ'D STORAGE CAPACITY WIDTH HEIGHT WEIR LENGTH REQ'D SURFACE AREA _ tFT 3 (FT) (FT) (FT) (SF) PIPE OUTLET PROTECTION WITH DITCH s uo A 9,000 18 2 7 6,177 N.T.: z ~ N.T.S. EG2 4" ~ COMPACTED SOIL OR GRAVEL r PIPE DIA. x 4 SECTION VIEW • NOTES. NOTE: 1. STORAGE CAPACTY SHALL BE 3600 FT3/ ACRE OF DISTURBED AREA. INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND 2. STONE SIZE SHALL BE CLASS 1 & II WITH A ONE FOOT (1 FI:) LAYER OF NCDOT ~ 57 RIP RAP MAINTAIN UN11L DISTURBED AREA IS COMPLETELY STABILIZED. 12" 3. PLACE FILTER FABRIC BELOW RIP RAP. 4. REMOVE ROCK DAMS AS DIRECTED BY 1TiE ENGINEER. 1 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME EC-2 N.T.S. 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED FROM 1TiE WEIR ELEVAl10N. A A N x REVISIONS 3 Q No. Description Date By N.TS. EC-2 O isl a a. Q~. 1~ v~ 2 5' CULVERT - PLAN LO A 1.5' • 1 ~ ~ 4; ~ _ TOE OF SLOPE MIN. D - 1 FT. ~ 9 MIN. ~ J~ ~ / ~ EROSION CONTROL MATTING State Project Number: H ~ ~ RIP RAP w/ Project Name: FILLER FABRIC ~ 4 FILTER FABRIC ~ LENGTH EC-2 A N.T.S. PARALLEL TAXIWAY SECTION A-A AND CLASS 'B' EROSION CONTROL STONE 24" MAX. ~ AT CENTER T= 15" CLASS i RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS TAXILANES 1 T= 12" CLASS `B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS Drawing Name: . 4, SECTION A-A FLTER FABRIC OUTLET wIo_DITCH D CLASS `B' RIP RAP CLASS I RIP RAP EROSION CONTROL TONS `n'"~.Y''~'~ S.Y. TONS ~,~.~~R'~ L =THE DISTANCE SUCH THAT POINTS ~ N ~ 15" 1 5 3 2 fi DETAILS A AND B ARE OF EQUAL ELEVATION ~ w 18" 2 7 4 2 8 24" 3 11 7 4 12 A B j > a \ ~ L ~ 30" 5 1fi 11 7 17 36" 7 22 16 10 23 ' EROSION CONTROL MATTING 42" 10 28 22 13 30 MARTIN COUNTY ~ ~ / ~ 48 - - 28 17 38 \ ~ • ~ i 4„ - - 36 21 47 Autocad Drawing Reference: ~ \ \ MC018 EC12.dwg 2 5 PIPE OUTLET PROTECTION WITHOUT-DITCH 7 Date: Drawing Number: EC-2 N.TS. EC-2 MAY 2008 N.T.S. N.T.S. N.T.S. EC-2 EC`Z Business l7nit: RALEIGH MARTIN COUNTY FOOTING ELBOW Y CONCRETE APRON ,PRON Al RPO RT I STRUCTURE - STRUCTURE ~ ~ ~ ~ -----fit BELOW BELOW _ li - II . a I I ~ ~ ~ I DROP INLET , , 1 1 I I I I . I I I I I I FRAME FRAME STRUCTURE ~ ~*~-r NOTES. II i it I X X 1. ALL DIMENSIONS RELATIVE TO PLACEMENT QF REINFORCING STEEL I I it X 4 -#5 ARE TO CENTERS OF BARS. I EA. FACE / ~ WILLIAMSTON, NORTH CAROLINA II I II { ~ i PROVIDE CORNER 2. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC FOOT OF I _ ~ PRO POROUS i r I BAR: NUMBER 78M STONE CONTAINED IN A BAG OF I BARS OF SAME ~ RCP THE I I I+ n E FABRIC SHALL BE PLACED AT EACH WEEP HOLE. SUBDRAIN FINE I i _ SIZ I 11 6 SIZE AND SPACING HORIZ. TE SHALL BE PLAED BENEATH, AROUND, AND OVER i I AS f AGGREGA , L AS HORIZONTAL REINF. ~ ~ ~pA ED Y A LAYER I i REIN THE STONE DRAIN SO THAT THE STONE DRAIN IS COVER B REINFORCING. ~ n GROUP - tU OF SUBDRAIN .FINE AGGREGATE AT LEAST 1 FOOT THICK. WHERE THERE i ( I TRANSPORTATION CONSULTANTS - 1N AWING WALL A HORIZONTAL ~ - - - - iS MORE THAN ONE WEEP HOLE ( - - PIPE OPENING DETAIL THE LPA GROUP of North Carolina, p.a. DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST 1 FOOT SQUARE IN GRADE POINT DINT 1'-6" 5000 Falls of Neuse Rood, Suite 304 SECTION SHALL BE PLACED AT EACH WEEP HOLE TO AN ELEVATION NATION) Raleigh, North Carolina 27609 N. Y (TOP ELEVATION) ~ 2 FEET BELOW THE SURFACE EMBANKMENT CORNER BARS Member of THE LPA GROUP INCORPORATED o~, SLOPE AS PICAL DROP INLET PLAN D.I. FRAME GRATE CHARLESTON, SC • COLUMBIA, SC • GREENVILLE, SC CHARLOTTE, NC • GREENSBORO, NC • RALEIGH, NC TY PLACE GROOVE OR " INDICATED EAST JORDAN IRON WORKS, JACKSONVILLE, FL • ORLANDO, FL • SARASOTA, FL ` *4 BARS BELL END OF PIPE 9 ON PLANS G G TO FACE OF WALL / GRADE POINT D.I. FRAME & GRATE GRADE POINT INC. V-4822-1 OR EQUAL TALLAHASSEE, FL • TAMPA, fL • WEST PALM BEACH, FL MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA 12" N TOP ELEVATION) EAST JORDAN IRON WORKS, 'A~ (TOP ELEV.) 1" BATON ROUGE, LA + KNOXVILLE, TN ON WORKS, CONCRETE APRON ( INC., V-4822-1 OR EQUAL OR EQUAL (TYP.) Designer: DOWEL o CONC. BAR-"X" ~ ~ ( ~ ~ ~ " PIPE •':,i ~ Technician: ~ ~o~;:pi,:•,!~,9'-, '~~CC 3 JLE sEAL - ~ C •6 I~ ,p 6 P (V F- 1 /4" EXP. JT. Checked by; = ~ . 020 3 DOWEL MAT'L (TYP.) 2 CLR TGB •~f~••.FNgNEER:'QJ~~; r' OPTIONAL CONST JOINT ° Z B ~ D Project Number: ~'~i,Rr G . g~,``~~ ! n RA322018 ~-iz- L FOOTING ° 4 4" MANHOLE STEPS #4 ~ 6" IF CONST. JOINT IS USED) n ( CLR TYP. 2 ( ) ®1'-2" CTS. E.W. BOTTOM 6" END ELEVATION 6" ~ - 6" N ELEVATION PLA r n n 8 WAY EA FACE NAY, EA FACE. EINFORGED CONCRETE PIPE TYPICAL ALL LLS IN ENDWALL WITH R DOWE YPICAL ALL WALLS plpE SINGLE PIPE VALLS 6" 3'-10" * 6" LOC. DIA. 24" 30" 36" 42" 48" Z 15 18 _ I I • NON-SHRINK » n n n » n n n » » n » ~ I , n I BARS X X X X X X Y" X Y" I 3 -10 i * MODIFY WIDTH TO GROUT I I 5' FOR 36" CLASS V • G QTY. 2 2 3 3 4 4 5 i I I ~ I I PIPE o - - - - - - 2 - 2 ~ I M QTY. i ~ DOWEL "A" ~ I I G QTY. 2 2 3 3 4 4 5 ~ I I I TOTAL 1B5. 9 9 14 14 19 55 65 iv 1 D ~ D 'p p o " 6 A _A . ~ REV~sIONs CRETE UANTITIES AND CON Q DIMENSIONS D No. Description Date By USING CONCRETE PIPE ~ " EA. WAY ~ #412 WAY 1/2 PIPE DIA. COMMON DIMENSIONS SINGLE PIPE v TOP & BOTTOM SECTION X-X D H B G T S L CU. YD. M 'M SECTION Y-Y w1 GRATE n » n '_g" 2 1 4" 9 1 2" 5'-6" .07 15 3 -3 1 8 2 / / 18" 3'-7" 1'-10" 3'-2" 21/2" 10" 6'-4" 1.0 )P INLET -TYPE A 2 DD-1 24" 4'-2" 2'-1" 4'-O" 3" 10" 8'-0" 1.5 N.T.S. 30" 5'-0" 2'-6" 4'-7" 4 1 /4" 11 1 /2" 9'-2" 2.3 36" 5'-8" 2'-8" 5'-6" 4 3/4" 12 1 /2" 11'-0" 3.4 42" 6'-2" 3'-1" 6'-4" 51/4" 111/2" 12'-8" 4.5 " 4" 111 2" 6.0 48 6 9 3 -5 7 -2 5 3/ / 14 4 18" 18" 18" State Project Number: ENERAL NOTES: G 1. ALL EXTERIOR CORNERS SHALL BE CHAMFERED 1" OR HAVE A RADIUS OF 1". ` SUBGRADE Project Name: 2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2 #6 "Y" BARS 1N THE TOP OF AlL ENDWALL FOR PIPE CULVERTS 42" AND OVERWITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH. PLACE cRUSHED PARALLEL TAXIWAY ' 3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. SELE~ SELECTED BACKFILL STONE OR CRUSHED DEPTH HANf 4. WALL THICKNESS (T) SHOWN iS NOT TO BE INTERPRETED TO MEAN THE THICKNESS ACCEPTIBLE, BUT IS i S VAR E HANO~PLACED SAND GRAVEL TO TOP OF AND USED IN COMPUTING ENDWALL QUANTITIES. TAMPED PIPE, WHERE WATER TAXILANES IS ENCOUNTERED IN 5. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE, BAR X - - TRENCH QR AS DIRECTED SE AS SHOWN ON PLANS. SPACING OF BARS IS TO BE APPROXIMATELY DOWELS SHALL BE PLACED IN THE BA BY ENGINEER. Drawing Name: 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. / ¢ •l ~ • V'. 6. WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF THE PIPE AND POUR 30~ O.D. , . FT ROUGH. THE BASE SEPARATELY, THE POUR SHALL BE LE ' • • ~ '-r ~ ; COMPACTED NCDOT #57 1 4 O.D. / ~ ~ ~ ~ • . ` " ' CRUSHED STONE DRAINAGE 6" MIN. 1 t DETAILS NOTE: " n DD-1 rE: N.T.S. 15 THRU 48 PIPE - 90 SKEW APPLICABLE TO BO ;ABLE TO BOTH EARTH AND ROCK TRENCHES. MODIFY AS NECESSARY FOR OTHER THAN 90' SKEW CLASS "B" MARTIN COUNTY E BEDDING DETAIL 3 Autocad Drawing Reference: DD-1 MC018_DD•1.dwg N.T.S. ' Date: Drawing Number: MAY 2008 Business Unit: DD-~ RALEIGH MARTIN COUNTY i i . _ _v._ _ _ _T _ - _ _ ,_.._r. - - - - - - - - - - - - - - - - - - - - I i I ~ ~ } ~ ~ i_ ; r i _ ~ ~ ~ ~ ; ~ i .1 ~ L. 1 j ~ ~ 1 i i 1 j i ( I~ _ _ ~ - -r ~ - - I i i 1 I ~ - ' ~ I i i ! i i , i U r._ _ ~ ! --I _ ~ i i ~ i ~ ~ ~ , ~ - j € i I 1 80 ~ ~I E i 80 I r E ! i E _ _ , _r T . , , _ _ _ w _ ~ r _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ I . . . 5 ~ ; ~ _i ~I - - - I ~ ~ , I i I ~ E J ~ I I 1 ~ i z ~ + j ~ _ _ _ ~ s~ I a~ ~ i ~ - I : I ~ I ~ ~R, I ( ~ ~ I i 3 i ~ I i i ~ ~ ~ UI ~ i I I ~ E 1 .__.w.. _ .__u__ v__ _ 1..._...~_~___ . r ~ r- , _ - - - - - - - - - ~ - - - - - - - . , E i , ~ f ~ I ~ i ~ y ~II~ I ~~I ~ t_ ~a I . ~ 1 ~ ~ j , , i ~-w-...,.~.r.-y.w,.:~ f 1 ~ , _ _ . .I ~ I. I _ _t _ r. . , . ~ I i_ ; f : i ~ , L___ - i ; t + I i ~ 1 c ~ „ ~ ~ 75 ~ 75 1 I ~ r 'cC i I ~ i i ~ z ~ h i - - - - - ~ - - - ~ - - - - - - - - - - i ~ ~ I ~ ~ ~ ~ i_ i i r ' ; i U l I 1 ; y .r . i .1 I _ l _ _ _ _ i i ~ ~ C_ _ ' w,_ ~ _ ~ ~ ' ' WILLIAMSTON, NORTH CAROLINA ' . i ~ ~ I i ~ ' T ~ E I 1 i ~ ~ _ ~ i _ ~ ~ ~ I ~ ~ ~ ; ~ _ _ _ _ ~ _ I_. 1 I I I l l . E ~ iW f ~i ; _ ! I 4 I ! f ~ i I i i ! i l i s j i 1 _ ~ ~ € ~ THE i; V- ~ ct~l- I r n ; I ' ' s- i ' y; ;I I ( . . _ h; ; > ~ ~ L ~ ' l ~ ~ ~ ' ~ ~ ~ i II E I ~ , ~ ~f i ~ ~ ~ ; i ; ; i E : I I _ ~ E I I _.._r.__ r ~ ~ - - - - - - - - - - . - - - - - - - - ROUP. = _ ~ ~ _ ; ~ _ k _.i__ _ _ I .P..~ ~ ° - ' - - TRANSPORTATION CONSULTANTS N` W + i < ~ ~ 1 ~ i } i ~ i i E J i t , i f ~ I i ~ ~ ' i 'r ~ ~ ! i : ~ ~ W _ r r • ~ ~ ! j a : • 75 ~ ~ i ~ ~ 75 65 I ~ ~ ~ I ~ 65 I I j i } ~ s ~ ; ! ' i } r.__. _ . _ _ m _-r - - - - - - - - - - - - - - - - - - - _ ; E _ - - - _ i " ~ THE LPA GROUP of North Carolina, p.a. i I ~ . s_. r- _._~--Y ._r, . _ 1A1._ - - - - - - - - - - - - - - - - I ~ ~ ~ r ~ 50 0 Falls of Neuse Road, Suite 304 . ~ r_'~. L_. ~ ~ l._ _ _ I _ y_ _ Ral g North Carolina 27609 } , ~ i ~ ~ I ' c T _i _ _ . _ r ~ - - - - - - - - - - - - - - - ~ ~ I k i ; I ~ I __I x-` ei h, ~ 1 i i r { k c t I ! } I ~ , i ~ R ~f f i ~ ~ j ~ ~ } t r f ~ ~ _ l _ Memt~er of THE LPA GROUP INCORPORATED ~ I_ _ ' ' _r _ _ ; _ _ . _ _ _ ~ _ ~ ~ I __r__.I - - _ I_ STON, SC • COLUMBIA, SC • GREENVILLE, SC I ! ! , 7 p ~ ~ - - ~ L - - , i ~ I-- } i I I ~ ~ ~ ~ .i _i .t. i E i I f i CHARLE ' CHARLOTTE, NC • GREENSBORO, NC + RALEIGH, NC _ ~ , r m i i ' ~ ~ ~ JACKSONVILLE, FL • ORLANDO, Fl. • SARASOTA, FL _ 4 ~ _ ~ ~ TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL i i E ~ 1 0~ 1 0 0 , ~5 V; ~..0 I 1 i i I ~ I MOBILE, AL • LITTLE ROCK, AR • ATLANTA, GA F._ ~ BATON ROUGE, LA • KNOXVILLE, TN > ~ i ~ t i ~ ~ ~ - - ~ 1-_ _ E . i i , ~ I ~ i _ m. j ; t I ~~I ~ 1 ~ i 1 } I ! f ( i i ~ I s I I 18 RCPT ~E I _ ~ ~ E _I _ -r r a ; i ~ ~ ~ ; ~ ~ E . ~ i I i ~ ~ Designer: 65 I ~ 65 80 ~ ~ E 80 80 , ' ~ ! ~ ~ co € ' 8 80 0 E ~ i z i ( I , i ~ ~ ~ j _ _ i i - _ - ; i ~ ~ i _ _ Y t ~ ~ - t i I i i t i ~ i ;N I _ RJT € Y 1 I N - I I i ' ~ _._a_~_ ~ _ 1 ~ ~ ~ ~ --rat I I 1 , ~ r"- I~ 4 I _ r. ~ _ 3 - ~ - --I Necked C ~ 020563 : ~ ~ r € ~ i ~ (fl Z by: , I i i i i r i c t - i j I ~ ..r. W ~ f 75 ~ - ~ ~ f 75 75 I ~ ~ j a i I ~ 1 1 w E d' ~ i ~ ! l ~ i I i f-~ I f 75 5 = 7 TGB ~QJ. ; I ' ~ ~ V _.._w_ _ _ . 0 I 0 1 i ~ ! i E ~ ' ~ I _ . i~ t I ~ , , ~ ~ . , . ~ ~__I_- - - I - I Project Number: ~.,~y gV```~` q t I I r ~ _ _ _ ._.u . _ . _ ~ _ _ W _ . _ ~ I I t i ~ ~ ; S i Y i = ~ . 4 i i _ I t~ I ~ ~ i = ! t ~ , i ~ ~ > ~ W ~ I _ .I rrrr~~?nu~ s.IQ~oS - - - - RA322018 I -`.6~J ~ t ~ _ ~ ~ , ~ I i i 1 Z': I 80 7 0 80 70 70 r i i i 70 p j i I i i ~ ~ ..M-- ~ - - _.Y._.~ a-- - - - V' I r i T..i ~ I - - - - - i - - - - - - - I I ~ ~ ' C I _.J _ . ! i 1 ; i ~ 1W , ~ ~ . u I-- : ; - ! ~ ,.t.._. j _ I ~ I I' _ _ _ _ f~ i _ ; z ,~r r--__ - , i l ! t i f ~ ,..__7_ r_~__ _ ~ _ ~ _ _ _ _ _ E ' , ; i i 75 ~ i ~ i ~ ~ 75 65 ~ 65 65 ~V I I } ~ 7 „ ~ ~ -~~r_~ - - - - - - - - - - - _ I ~ ~ i I ~ ~ ~ - s_ ~ - . + ~ i ; . ~ ~ ~ ~ _ ~ _ I t _ , I ~ E - r t - ~ _ r- --r-- - F-- r i i ~ ~ ~ I ~ . I E 1 I ~ i i j E i ; ~ i ! ~ E I f j i E t r ....O`r ~ -7-~ - ~ _ _ 7 , ~ i I i f i i ~ -~t 5O 25 0 50 100 70 } _ E I ~ 70 ! I , E I , ~ ! 1 I I - ~ _ r ~ , ; i ~ ~ -1 0... ~ ~1 ~ 0 5 0 ~1.. ' . I I I _ _ ' I f _ _ . ~...r.._.. _ _ ~ , i ; # - - - _ . - - - - - - - - - - - - - - - - _ ! ; ' ; ~ O 1 O ; ~ 1 Q HORIZONTAL SCALE BAR i { _ 3 ; .__.a. w_._. ___u _ _ _._i__ _ z r ~ ~ m ~ 7 1 - - - , - - - - - - - - - - . ~ I ~ I h ~ ~ I 1 ' ~ 1 ' t ~ _ _ _ ~ _ _ _ _ ~ r--f-- ~ ~ - I ~ i r 2. 0 1 ~ ~ I i I v ? i i i i 65 - ~ i i ~ j E 65 80 ~ E ~ ~ ~ ~ 80 80 _ _ . Y. , _ _ _ _ _ _ _ r _ _ w,~._. - BO ' . i ~ 8O VERTICAL SCALE BAR i j I ~ I r ~I - ~ t ~ I I . . _ _ _v _ ~ r - e ~ i I j _ ! ~ _ _ I _ _ _ ~ ~ _ _ REVISIONS i } t ~ ~ ~ ~ r - _.7._. ~ _ _ I f ~ ~ 1 i r ~ ~ I _ : ; t ~ ~ . _ , ~ 4_ f I € F j I _^N~ ;'__.._I No. Description Date By i { i i ? i f . i 1 1^ . _ __.,F._ : ~.__w_, r_ ; ..r - - - I ~ ~ } i ~ i i ~ j ~I j ! I I _ .r r_ ~ ~ ~ f s a ~ 75 ~ ~ ~ 75 75 75 75 i a ,1 0 ~ i~ ! , _w . : _ _ _~__w _ t_ _ . ~ , _ _ i ~ as _ _ ~ . _i _ ~ l j ~~I~ ~ ~ 1 f ~ ~ I _ I r _ 3 --Y 1 - - - i 1 - r r ~ ~ _ - - - -i'-- z - - - _ - - ~ _ _ ~ ~ : ~ ~ i i ~ ; i I i ~ i ; I ; , - _ T-__ - t . -i . i f ~ ' 1 i i ! i W ~ i i < s r ~ I m , ' ~ ~ - i _ i f ~ " i 1 i i ~ i --r-- E~_ _w ~ ~ ,~f :M i { ( I I 1 i i i I I i i I j ~ i i j ~ i I j Zj j 80 ~ ~ ~ ~ 80 70 ~ 70 70 l0 ~ ' ~ ~ ~ 0 i i ~ ' ~ w J I P E ~l i 'T 1 a ~ ~ r _ _ t' ~ I ~ _ _ _ _ _ _ _ _ _ _ . - _ _ _ _ _ _ ...y r.-_ ~ i._ f ~ e ~ ~ ~ , n~~- I_ _ ~ a ~ r f ~ - - - r i ~ i i 1 I I i ~ ; _ i i - - - m 7~ I 1 l I f t ~ ~ { . ~ I ' ~ ` - - i ~ j i 1 i r i i i t i t I 1 E E I ( I I I I M_ ~ ~ - j i ~ i ~ i , i E E i E E u i c ~ y t ~ i i ; f FINISH DEGRADE ; ~ ~ I ~ 75 ~ i , 75 65 I ~ 65 65 55 ~ ! ~ f ~ 65 E E - o ; i I I J, ~ ~ . s 3 ~ , , _ _ ~ ~ , ~ _J_ i ~ ~ ~ I ~ , ~ ~ ~ , i i~~~ I _ ~~i i~ l t l ~ a ~ E F ~ ~ i f ~ ! i ~ ! /x'11. 1 ~~'~V,~V { I ~ i I r _ ~ E'~ 1 i a i } E E ! I i I J f - _ ! ~ , _ _ . _ _ i _ _ ~ s ~ ~ _ State Project Number. 1 70 t i i { i 70 i ~ ~ ' i ~ ~ ~ j { t j! ~ i j ti . 1 I _ _ I ~ t I E ! f ~ E i i . _E. ! _v!_ 1~ j 10 ~ 0 1~ ~1D' - } i } I ( ~ i 1 I _ . v I ~ , i ~ i i i t ~ ~ I ro c , ~ v _ r _a _ ~ t Name. _ ! , f ~y~+. t s ~ ~ f ~ ! I i ~ ~ ~ , ~ r-t- 1xIJ . DR~fl TYPi . ; - ~ - - - - - - - i i ! ~ ~ s ' - I__...., ~ _ -~_r_ r ! -_r_ ___I 1.__._ E _ i E~~ ~ f ; ~ i ~ E d ! ~ T ' PARALLEL TAXIWAY I- ~ - - ~ - ~ ~ _ ~ ~ ' _ ' I ~ - - - ~ ~ ~ i ~ ! f ~ ~ ; i ~ i i 1 1 ! i a i f s i i l i ~ i } ~ E 1 ~ j i i E~ ~ ; ; ~ E ; ~ 80 } ~ ~ 80 80 ! so - . r ~ ~ ! $o AND : ; E i i ~ } { I i ~ i i , i C ~ 1 I r _y- _ i ~ _ _ ~ --r---f--- ~ I - - - ~ - - - - - - - - - - _ f ~ -•-Elf -rte -(fl } 4- ~ ~'i j t - i ~ i `7- I Y-. _ . y i ;m I r.... r a ~ ~ t0 __w _ i _ r._ _ _ ~ ~ 7 f E r E- ~ , 1 0; Y 0~ ~ I 1 0 r 0~. _ tfl, E E~ i i i 1 I E i ._r.._ _ - - _ ----t?-~ i _ - - i r r ~ ~ ~ _ ; _ , , ~ ILANES I E I ! 1 I ! ~ ~ ~ t ~ t f ! ~ I i ~ i _ _ , f~ i i_ ; i i- s I ~ I i i { i I i - j } E ~ - _ _ _ . ; ~ ~ ~ , E E I ~ i ~ l I ~ { 1 . ~i._._._~. _ _ . _t ~ ; i~ _ ' l _ I _ r- - ~ - , ' - r - - ` , I Drawing Name: i E I I ! I~ t ~ i ~5 ~ ~ f~ ' 75 80 ~ E ~ i tv I ~ ~ ~ ~ 80 75 f , ~ ~ ~~1 75 75 ' ! ~ I ) ~ 1 ~ 4 ~ j ~ ~ i I ~ i ~ i i i ~ ~ i _V i _ .n_y~ _ , _ 'i_... _ r__ __4__ . M _ f ~ ~'I U ; ~ i i 1 i r i 1 c I i ~ I~ i I i ( ~ ~ _s_ _ ~ I I I ~ , I j i f ~ ~ ~ i T t r ~ ~ - - - ~ ~ - - ROSS $ECTIO ' C NS i i E E ~ 1 ri ~ i I • _.__r_ __L.....»-..__. __.w-...} _ ~ _._._w _.._..r__ _ _.i__ - - - - - - - _ - - _ - - - _ - - - - ~ I i ! i ~ r r "t' ~r-- ~ -t-- i ! - - V/` ' k ~ ~ TAXILANE A i i ~ r ~ ~ i I i s ? i E ~ t : I i { i i I~ i E I l ~ ~ I ~ ' 1 --7._._ T_......r.. ' i t I I ~ ~ ~ ~ r - - - - - - - - ~J ~ ; - _ _ _ _ w r - r - - _._i i ~ I ! I! 1 i f E j ~ t ~ I ~i i ~ i § ~ i i i 1 E I ; ~ t s~~ i ' i i~ ~ i I ~ I a } c 1 ~ r Z. ~i 75 ~ ~ ~ ~ ~ ~ ~ 75 70 i 70 70 , 'i ' i 1 a j ;V j ; ~ ; i f f_ f i _ ~ _ _ a to ~ ' ` ' ! , ' ~ ' - STA. 117+46.67 THRU s . ~ ~ ! ~ ~ ' _ , _ ~ ._a , ` _ r.. i r j ; ~ ~ f ` ; Q,_ ~ I ` - ~ ' ~ - STA.120+75.00 ' I ; _ ~ . _ r ' f I r F ~ , ~ ~ f ~ i F 1 ~ ~ i ~ i f ~ l ; i i ~ t 1 7 I I I I ~ ~ ~ ( E } ~ . - i f ~ t 1 i { l r ~ _ r ~ ~ ~ i ~ ..y-_ _r , ~ i _ G ~ i l ~ 3 r i i ~ I i I ~ ~ l E i i ! i ~ ? 1 } c i ~ i l i i i t ~ ~ - - ~ ~ - - - - - - - - - - - - v _a ~ . , _ _ , _ _ ~ .4_._ _ _ _ ff i. L_.~,~. i ~ ~ ~ i a ( i f t l ~ ( ~ i ~ i i f i ~ ~ ~ ~ i ! _ t ~ i 70 ~ ~ 1 ~ 70 65 E ~ ~ 65 65 - I ; ' i5 - ~ ~ 65 MARTIN COUNTY ! r j i r i i ~ , 14 I < < 1 i i i i i i 1 I i 3 i ~ ± ~ ~ _ ~ R . ' ! ~ Autocad Drawing eference. . _ ~ _ j i i ~ ~ r f ~ E ; _r___ . ~ _f ~ --t I ~ I } ~ , I I~ i ( i ! i ~ I i i I r ~ ~ _ ' I ~ ~ ` _ MC018 XS1~6.dwg . _ , ~ ~ ~ ___r__ E ~ ; _ - ~ - . _ _ _ - - -i- - - - - - - - - - - - - I I I ~___E ~ ~ E j~ ! c , I I I ( _ 1 S i ! c E ? I a ~ i E f 1 _ _ r,..._..__ _ E .y -.1_ _ _ _I i i _f ! f _ { - - M - { ¦ I } t ; - ~ --s-- i _ i - - Date: Drowin Number: ~ ~ ! j i ` MAY 2008 g E ! 1 ~ 1 I it i 11 ~ ! l t E i ~ -150 -100 -50 0 50 100 150 -150 -100 -50 0 50 100 150 -150 -100 -50 0 50 100 150 Business Unit: RALEIGH .MARTIN COUNTY f r G z i ~ ~ , i ~ n~l_ ~ _a~ ~ ~ ~.,_1 _~^_I _ _ ~ _ _ _ I ~ _ ~t_ T - ~ AIRPORT I ~ i r -I ; ~ i ; t i I i i ~ i i ; 7 ~ r ; ~ i ~ i I i ~ ( i _ 1 - - - -i, ; ! ~ ~ i ~ ~ ! - t ~ ' ~ ~ ( ~ s - ~ j f L 5 l ~ ! I ! ~ I ~ i ~ t I - s ~~i , r T ~ i ' , ~ 3 1 j ~.i~~ i :''i V i i i i i I + i VO i 80 t 7 i i 1 , ~ , i , ~ i i ,i ~ ~ _ - _ _ _ _ _r _ ~ E 1 ~ i ~ I j i i j ~ 1 I,'~ ~ ' 1 t 1 , i i, i 7. y ~ ~ ! _ _ _ _ _ _ _ i _ s _ ~ ~ _ . r 4 _ i ; r t i r ~ ' ! ! ~ ~ ! } r ~ ; ~ ! , a , ~ ~ ~ - _ ~ y ~ ~ ~r t ~ ~ ; ~ ,tA ,N ~ _ ~ , f i , ~ ' 1 _ ' - - 1 ~ ~ I V ~ ~ ~ ' i ~ ~ ~ , j t ~ - - - - _ a- I I ~ ~ 1 , I i i I i ~ - - - - - - - ' - 7 ~ ~ - ~ , f ~ ~.O ~ ,i 1 i i I ; ~ __J. . _r- - - - - - r.yVl.ypN.rat i 1 r n _ r _ - - - i ; ~ ~ r , ~ ~ ~ - 7~ i ~ _ ! ~ ~ ~ O ! J ~ ~ i ~ , r ~ _ i ~ ~ i a_ ~ ~w _ ~ ~ _ _ _ _ , . ~ ~ ~ ~Y ; 1Li - ! ~ t W ~ ~ ! , ~ - ~ - ~ 75 ~ + T 75 ~ I ; ' ~ ' r t0 ~ W W m i _ ~ t - L -r _ . - - J , , G ~ ~ 3 ~ ~ ~ ~ ~ ! - ~ - - ~ ~ - - , - ! i , ~ , _ - , , ' ; ; _ l .4.- ' . I . _ ' _ V.__ _ ? ' _ , _ WILLIAMSTON, NORTH CAROLINA 'J ; t ; ~ ~ - ?r i ~ , r 'U U ' ~ , ; v r -__r - - - , ~ ~ - - ~ r 70 ' ~ , , - THE ~ , ~ i ( ~ , i _ . , t ~ - - - - - - - - - ~ L LPA 1 ~ , ~ ~ 1. ~ ~ T I ROUP i E ; _«_..m_ - - - - - - - - - - - - - - - - - - - _ ; - - - - E ; ~ I ; r~ ; ; ~ ~ ; ~ ~ t _ ~ I ~ ~ - - - _ - - .l - i ~ . _ TRANSPORTATION CONSUL ANT ~ z i J i ~ ~ EXi;S1 f i f ~ i ~ i ' EXf;ST ~GR~DE ~ .j ~ ~ ~ ' - ' 75 THE LPA GROUP of North Carolina, p.a. 65 ; ~ ~ ~ ~ ~ ~ , ~ 65 75 ~ . ~ ~ ,I_. _ _ . _ m_~ _ , _ _ _ , d, ~ 5000 Falls of Neuse Roa Suite 3 _ ~ o - r ~ r~ 3 ~z~ 20 10, ! f~ 2 0; ~ ;=2 ~0; ~ ~ 1 Ui ; , i ! - - i _ _ _ _ _ _ - - - - - ( - Raleigh, North Carolina 27609 ~ _ , ~ ~ ~ ~ 1 - - _ i I ~ i i ~ i ! ! ! ~ ~ f i ( ; ~ t i ! ! i _ _ _ _ _ _ _ _ _ I_ - r _ . , ~ ; ~ ~ - I ~ ~ Member of THE LPA GROUP INCORPORATED m__ ~ _ _.J__ _ r_ ~ _ _ ; _ __w_ TON, SC • COLUMBIA, SC • GREENVIU.E, SC HARLE i j ! i i i i ~ ~ ~ 7 , ~ , ` ~ ! ~ i ` ~ ? ~ ' ~ 70 NC • (~2EENSBORO, NC • RALEIGH, NC VO 0 ; i ~ ! , 80 i ~ t i ~ I r LLE, FL • ORLANDO, FL • SARASOTA, FL JA S i_ _ a , _ i T SSEE, FL • TAMPA, FL • WEST PALM BEACH, FL ~ i ~ ~ ~ ~ F ; i , i r I i ~ ; _ r , ~ MOBILE, AL • UTTLE ROCK, AR • ATLANTA, GA _ _ - BATON ROUGE, LA • KNOXVILLE, TN I , _ -!al i (a N , , < I I m {0 I i i ~ i~ I I ~ ~ 1 w _ f - - - - - - - - - - ! - - - - I ~ I , I , - r-- _i__.-_ _.,__.r_,_~, _ _ _ O Cy --1 'r ! i I ! N ~ ti ~ t ! W ~ > ~G ~ ` h ' SIN SHED CyRAD ~TYP) ' ~ ~ ~ - ~ ~i ~ Designer: 75 65 r- m ; ~ ! _ _ _ s JLE ~ GqR~ , T _ J f J N ,I- ~ - - - - - - - - w_ _ ~ _ , . - - i I f i ` , - 1 - ~ ~i . ~ ~ , ~ ! ~ ; ~ ~ a , - - - - - - - - - I Technician: ~ ~.ti h _ . r ~ _ - - , + , ~ I ~ , , ~ , I t 2 ~ r ~ _ - ~ - - - - - T .___...__.___.__:._~__.,_._.__.,_~___..~__.n__.__,___..._._,_ ~ ! ~ _ i ~ _ ~ ~ . ~ ~ ? SEAL i ~.,i . _.w _ r - - ; 1 i ~ ! i ; ~ ~ ~ _ ~ G ~ ~ i i ' ~'A:~94 -00:00 _ _ ~ _ - ~ ~ ~ ~ - Checked by: 0205 3 3 _ - ~ . - , r , , ~ y,...-.. - V U i ! i i { 10 0 1 ~ ~ 1 0 i 1 0, , 2 0 2 n l ~ 0_ aNEB ~ j Pro ct Number, ~i, _...r ~ - - ~ -i...._. - l r - - - - - - - - - - - i ~ 1 ~ ~ ~ 1 i ~I j t 1 i { ~ ( ~ I - . • G , I ~~l i ~ ~ le <<nrnu~~?~` S'~l'3ro , j t^ l ! ~ ? i i ( ! , , ' ~ _ . I _ _ _ ___r__. ; 322018 ~__r____~..._,~.__.____. _ - - ! s ~ ~ , R 7 , - i ~ ~ -tai. - j M ( ' ~ ' ~ _ 1 ~M i ' ~ 1 r - _ < ; ~ i 65 75 ~ a ~ ? i I ~ ~ _ _ _ _ _ _ _ _ _ - ' _ _ _ i -W ~i~ i I i ~ ~ ! I t I i i i~ , 1 i- ~ I - _ - ~-1 ~ 'I 01 0-; ~ 1 0 ~ 1 0~, ~ t 2 0 ~ > ! ~ ~ _ ~ , I , -7 0; I ~ ~ 0! ~ ~ ~ , i ~ r I ~ , w ~ a~ I ~ ~ ~ ~ i ~ ! t 3 ; W ~ W ~ ~ ~ i ~ ~ ~ , ` ! _ I r ~ ~ ~ ~ I { ~ i I. ~ V ~ , i t I " ~ ~ t ~ i ~ i s , ~ , ! i .~.ir.. -'-V_' . .w. _ r. _ _ _ _ _ _ _ _ _ _ ' f i - i i , ' ~ ~ ~ 80 7a ; y so ~ i ~ ~ ~ i; ! i 1 j ~ ' I ~ . i. I S t - - ; i i~ _r_- - r i r 'i s_ T _ i ~ I i ~ ~ + ! I ' ~ ~ I . ~ ~ ~ ~ ! } ~ , p s --i-- - - - i ~ I , . i ~ ~1~ ~ ~ , ~ - ' - - - - ~ - - - v 1 ~ ~ i ~ ~ ! ~r ; j ; n ,ice 7- . i - - 'Y ~ , i I , s , ' ~ ~ i ~ ~ ~ ! ~ t ~ _ _,i _ .__,.__._y x x ' ' ` ' I I i I I ' r i I i IA'. .A` _I _ -f fit j i I 1 Y t s i ' ~ 50' 25' 0 50' 100' - r , 7 I I f I , 65 ~1I YI _~-J. _ I LY 75 ~ ~ ~ ~ } - 75 65 ~ ~ ~ , i I ~ ! ~ ! t ! ~i F : _ , _ . __.r _ - ~ , ~ I , i , CALE 1~ ! f ~ ~ _ - i ! I i A _L._ _ - 1 ~ I _ ( HORIZONTAL S ~ , ! i E ~ _ i ~ _ i --i ~ - r- - N - ~ i--->.__ - - - - - - - - - - - ~ __I_ r _ I ~ ~ ~ ( . _ . ~ ~ 5' 2.5' 0 5' 10' ~ ~ ---i_.-1 _~r-! ~ _ i ! ~ ~ I~ 7 i ~ 3 1 i l t v 1 i ~ ~ ~ I _ I ~ I~ i I I ~ TA~30~ ~0~ ~ ~ _ - ' - - - ~ . 1 ' ~ ~ ~ J ! i 1 I ~ i~ i r-! , , i j ~ i i i, i i , ~ " i ~ VERTfCAL SCALE BAR 70 ~ _ ~ 70 ~ ~ r ~ t - ' _ ~ ! } ~ i ~ ~ 1 ~ i- ! - a 0 Z Ol ~ =1 0~ ~ ~ ~ 1 ~ I i ~ ~ ~ ~ ~ _.a. ~ i _ - - I r7 0 ~ ~ f 1 0 1 0~ ~ s ;Z 0- ~ >7 ~ 3 0~ , REVISIONS 4 ---r ~ _ ~ i ! 1 1 ~ j ~ 4,? i i ! ~ ~ ! I ' i ' ! ~ I i i i i i A ! ~ , ~ ~ ~ j t _ _ _ _ i 1 ! ! : t ~ f _ _ _ - _ _ I _ 3 ~ i , ~ , } ~ C i - ~ ! 1 ! ~ ~ ~ i ~ I ~ ~ i , 4 ~ i ~ ~ , ~ , I _ __I_ _ ..-._I ~ , ~4 .J._.., 1._~ ~ ~ No. Description Date By 1 ~ 1 t - , 1 i ~ ~ , ~ ! ~ ~ < ~ .i s ¦ ! ! i ' 1 { + 1 t , i ~ ~ ~ i , r i~ ~ i 1 i 65 80 ; 65 ~ i ~ I ! _ ~ , i I ~ ~ ~ _ _ __r ~ R - - - - - - - - - ~ - ' ~ 80 4 F ~ i , , r. i M ~ , ~ - , r.___l_.~._.__- ~..__r._ .--r.- a_--- _ 1 ~ ! ! ~ ~ f i _ i i ~ - . - ~ ; -1 0. -1 Oi ~ 0 ! 1 0 i 2 0 ~ ~`"2 ~ ~ 0~';~" ~ ! ! ~ ~ i ~ i ~ ___1_ _.n _ _ '.._~~I~ ~ 1 i i i ~ ~ ~ ~ ~ k ~ V~ ~ ~ _ I V ~ ! t i i _ d. r i i 4 _ ~ ~ ~L. .Y. _ _ _ _ ! J_ _ - _ O V/ ~ i t V I i ` ! + ' ' 80 ~ ~ ~ ~ 80 75 E I ~ € ~ ` i ; ~ i{~ ~ ~ _ _ 1V. _111 , _ _ _ _ E ; ! I 1 ~ - - - - - - - - - - - -7 - ,-N r I ~ - - ~ a-t -i - ~ - - J - ~ - T I r.__;. - - _ _ _ ~ l CI] h A , ; r t 1 3 I ~ ~ -U N r ~ ; i ' rU ~U f ~ , i t ~ t I ~ , 7_ _ ~ ~i- ~ ' t , ~ ! 1 i ; z ~ ~ ~ ~ ~ ~ 70 ~ 75 70 75 ~ E ~ ! ~ - } j , ~ , r i i i , ~ ~ ~ - - - i ~ _ i ; ! _ l - - - - ~,._~__._~___~_,___w__.,____~__~.._______a__.~~_______~_._ _ _ ! W ~ ~ ~ ~ U i ~ , ; ~ , i r + ~ ~ ~ ~ ~ ; i ~ i i t-" ~ ~ 1 ~ , i ~ ~ - - = - ~ - State Project Number. i 65 ~ , _ _ - ~ ~ 70 65 i , , ~ , ~ ~ I ! { _ , _ _ _ ; ! ; _ I ~ f , _..i. _ _ _ , ~ , ` r i i - ~ Project Name: _ _ _r__,__,_._.___._...__,_...o-__. _ _ _ _ _ 4 i{ ~ ~ i f ~ 1 . ~ i ' i I ~ ~ ! f i~ ~ t-" r- d ~ 3 ~ - j - k i ~ ~ I ! 1 i _ ~ I 1~~~ f i ' ' ; ~ I ( ~ i l i s ~ i. ~ ~ 1 ~A.3e3 ~~Qa_ 3 _ j ~ 4 ! i i i { i ! i i t t E 65 ~ ~ ~ ~ 65 i ~ F ~ , i ~ i ~ ~ ! ; i _ _ _ t zi ~ AND ! _ i t _ ~ ~ ~ ~ ~ _ ~ . ~ -2 0 .-2 0;_. -1 0. ,-1 0 I 0 ; _ , , , , ~ o~-_-, 10~ 20- 20 r , 0~ , T ES ~=2 0~ ~=2 0~ -'f 0; ;-'f 0~ 0~ ~~i- 1 .2 0 ~ 2 0 ; 3 0 ! i i l , 1 { f 1 i 1 t ~ r I ~ , _l• , f ! ! ' i I a ! - . 1 ~ ~ i I ~ t f ~ ~ ~ ! ~ ; J _ - - - - - - - - rawi ame , r , ~ r ~ ~ t ~ , D 'ngN I ! 1 I ~ i i ~ ~ i~ 80 , ~ i 80 ~ M ~ ~ 80 80 ! ~ ; ~ _ t'~ F 1 ~ ~ r ' , , M { ~ ; I ! ' ~ ~ i ~ ,r' ~ ~ ! ( i t h i~ i ~ a .W ~ ~ ? ~ ' - f -ice i M ~ h ; ~Q i C~ ~ E ~ - - - - - - - - -1 1... F._ .j--~ - - - - - - - - - _r ._t__ , i ~ ; ~ ~ ~y s CROSS SECTIONS I i t- , ~ ~ ~ _ ' _ ~ ' ~ ';O ; ~ ~ ! ~ ~ ~ ~ l _ ~ a__.'._ ~ _t~ _ h. - - - - - - - - - - - - - - , W W ~ i Rio ~ ~ cv ~ , , M M ~ ~ ~ ~ . __o _o . , Q and C ~ i f ~ ~ ~ _ _ - - _N TAXILANES B I I i I J f i ~ ! i a ~ W f ' 1 ` ~ 1 ' ~ ~ 75 ' ' ~ ,w ' ' ' ' ~ ' ~ ~ ~ ` ' STA. 300+50.00 THRU , f ~ 75 ~ ! ~ ~ ~ ~ 75 75 ~ ~ ! ; i ? ~ ~ ~ - - - - ! ~ ~ W IV W , 3 , WI ~ 111 t , ~ ~ W1WyyW111••1 1Y _ ~ ~ , i f~ j iJ J li~ > i j ! STA. 304+00 00 ; ! ~ ~ ; ! ~ , i i i ! I 1 ' iW i r 1 i 4 i.~ _ C i 1 ' i i_ i ' i ' k _ i ~ i ~ - ~ __r _ ~ ~ ~ i .~,__r - - - .i... ~ i i E r U ~ ~ ~ ~ . ~ - ~ - i ~ i I i ~ / 1 ! ~ -1-r 70 _ ! I I ~ 70 70 i ~ ~ ; i ~ ~ S -~I~:~. ~ Y_ _ - r ~ _ _ - _ _ _ _ _ _ _ _ _ _ / .y._.. - ` ` - ~ ~ ~ ~ ~ ~ ~ ~ 7o MARTIN COUNTY } i , 1 1 . ` I ! ~ ; ~ ~ 1 ~ , ~ ~ I ~ f ~ _ L-~ _ _ i,_ ~ _ T _ , ~ ~ ~ I ~ j Autocad Drawing Reference: ~ ~ r 1 I t 1 I f I - _ _ i ~ ~ 1 ~ _ ' I T S 1 ' ~ MC018 XS1 7 'i" i ~ .7'.-. . ~ ~ ~ ~ i i ~ < I , r~ ; i ! ~ ~ - - m -r - TA~.303- 4r~0~ ~ - - - I-m' iv ! Date: Drawing Number: , _ ~ - - - - - - - - m -r--~i i i ~ _ ~ - ~ ~ ~~-i ~ f ~ ~ ~ ~ ~ ` t ~ i ~ ~ i ~ 1 I ~ 1 I ' 65 65 ' ~ ' ~ ~ ~ ~ MAY 2008 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 -250 -200 -150 -100 - 100 -50 0 50 100 150 200 250 300 Business unit: XS'S RALEIGH