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HomeMy WebLinkAboutSW7060532_APPROVED PLANS_20060530STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT N0. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMNIDD ELIZABETH CITY AIRPORT APRON EXPANSION PASQUOTANK COUNTY, NORTH CAROLINA MAYOR - FIRST WARD COUNCILWOMAN - FIRST WARD COUNCILWOMAN - SECOND WARD COUNCILWOMAN - SECOND WARD COUNCILMAN - THIRD WARD COUNCILMAN - THIRD WARD COUNCILMAN - FOURTH WARD COUNCILMAN - FOURTH WARD COUNCILMAN - CITY MANAGER - PUBLIC UTILITIES DIRECTOR - CHARLES FOSTER BETTY MEGGS JEAN M. BAKER ANITA HUMMER TONY STIMATZ MICHAEL BROOKS DARRYL K. STALLINGS, SR. E. KIRK RIVERS JOHNNIE B. WALTON RICH OLSON RECOVED PAUL FREDETTE JUL 16 Z007 ®WQ-WA AS-BU/LTS MAY 01, 2007 �w L-p-o7 ® I Hobbs, Upchurch & Associates, P.A. Consulting Engineers, Surveyors & Land Planners Southern Pines, North Carolina 28387 300 S.W. Broad Street, Southern Pines, North Carolina 28387 Phone: (910) 692-5616 — Fax: (910) 692-7342 SAFETY PLAN REQUIREMENTS: THE INTENT OF THIS PINT IS TO ESTABLISH CERTAIN SAFETY REQUIREMENTS THAT MUST BE ADHERED TO BY THE CONTRACTOR DURING CONSTRUCTION OF THIS PROJECT. I. THE CONTRACTOR SHALL NOT BEGIN WORK WITHIN ANT MR OPERATIONS AREA UNLESS AND UNTIL 48 HOURS PRIOR NOTICE WAS BEEN GNEN TO THE ENGINEER PAID AIRPORT MANAGEMENT. 2. NO AIR OPERATIONS AREAS SHALL BE CLOSED UNTIL SO AUTHORIZED BY ME ENGINEER AND UNTIL ME NECESSPRY TEMPORARY CLOSED MARKINGS AND BARRICADES ARE IN PLACE, AS SHOWN ON ME PLANS. 0. PRIOR TO MOVING TO OR IN CLOSE PROXIMITY TO AN ADTNE TMXNIAY OR APRON AREA, THE CONTRACTOR MUST CLEAR SUCH ACTON THROUGH MRPORT MANAGEMENT, WHO WILL MEN ISSUE ME ARPROPRMTE ADVISORIES TO NRCRMT. 4. ME CONTRACTOR SHALL COORDINATE INGRESS -EGRESS REQUIREMENTS MATH ME MRPORT MANAGEMENT AND RESIDENT PROTECT REPNESENTMTNE. 5. ALL CONSTRUCTION VEHICLES. INCLUDING PERSONAL EAR CARS. MUST BE CUED FOR ACCESS NT ME APORT MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE. PERSONAL CMS SHALL BE PARKED OU1510E OF MRFTELD AREAS. ML VEHICLES OPERATING IN ACTNE AR OPERATION AREAS SHALL BE LIGHTED OR PUGGED IN ACCORDMNCE MTM AMSORT CIRCULAR 150/5070-2E. COPIES OF ME ADVISORY CIRCULAR WILL BE MADE AVMLADLE UPON REQUEST. 6. ME CONTRACTOR AND SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATNE AND ALTERNATE M CONTMCT ON A 24 HOUR BASIS SHOULD PROBLEMS ARISE. ). A ONLY START-UP AND SHUT -DOWN CHECKLST WILL BE JOINTLY PREPARED BY THE CONTRACTOR, RESIDENT PROTECT REPRESENTATNE, AND ARPORT MARAGEMENI WHICH WILL BE FOLLOWED THROUGHOUT ME PROJECT, THIS CHECKLIST SHM1 INCLUDE, BUT NOT BE LIMITED TO, BARRIMES, RAGS, HAUL ROUTES, SECURING All ACCESS GATES, CLEAN UP, ETC. B. EOUIPMENT AND MATERIALS SHAM NOT BE LEFT ON OR MMIN 00 FEET OF ME TAXIYMY EDGES AFTER WORK OPERATONS ARE CEASED EACH DAY. 9. THE CONTRACIOR S— COMPLY WITH ALL AR UCMBLE FEDERAL STATE. AND LOCAL REGULATIONS IN REGARD TO CONSTRUCTION NOISE AND EROSION CONTROL OURING CONSTRUCTION. 10, ME CONTRACTOR SHML KEEP ALL ACTNE NRRELD PAVEMENTS CLEAR OF ALL DEBRIS. STONES, ETC.. DURING CONSTRUCTION. ALL ACTNE PAVEMENTS SHALL BE CLEAKED OF CONSTRUCTION DEBRIS AND SPILAGE IMMEDIATELY. CONTRACTOR SHALL NSLMUY INSPECT ACTNE MRRELD PAVEMENT AFTER EACH CROSSING BY VEHICLES DURING 1LMTLWG OPERATIONS. 11. ME CONTRACTOR SHALL CLEAN ML CONSTRUCTION AREAS OF LITTER, LOOSE PMERS, DEBRIS, M. ON A DAILY BASIS. OR AS DIRECTED BY ME ENGINEER. ALL SPILLAGE IN ACTNE MR 0 MATON AREAS SHALL BE CLEANED UP IMMEDIATELY. 12. MEN, EQUIPMENT, OR OMER CONSTRUCTION-REIATEO WERIAL MILL NOT BE PERMRTED CLOSER MAN 45 FEET FROM ME EDGE OF MO MLRVE TAXIWAY WRHOUT PRIOR PERMISSION FROM THE MRPORT MANM.EMENT. 13. OPEN TRENCHES, EK—ATION, OROP-OFFS. AND STOCKPILED MATERILL WILL NOT BE PERMMED W N DO FEET OF A ME TMOWAYS. COVERINGS FOR OPEN TRENCHES, DROP-OFFS, ETC, MUST BE OF SUCH STRENGTH TO SUPPORT CRMCM, VENICU AS DETERMINED BY ME ENGINEER AND MRPORT MMI4GEMENT. 14. ACCESS GATE SHALL BE CLOSED OR MONIOREO BY CONTRACTORS PERSONNEL AT ML TIMES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ACCESS GATE AT ME END OF EACH DAYS OPERATION. 15, FREQUENT INSPECTIONS WILL BE MADE BY ME MRPORT MAAGEMENT DURING CRITICAL PHASES OF ME WORK TO ENSURE THAT ME CONTRACTOR IS FOUWNG ME RECOMMENDED SAFETY PROCEDURES. TABLE OF CONTENTS SHEET DESCRIPTION I COVER SHEET 2 UYOUT MAP Q MISTING SITE/DEMOLITION PLMN 4 GRADING, DRMNAGE. EROSION CONTROL 5 PROPOSED APRON LLIYOLTT 6 MISCELANEOUS DETAILS MISCELLANEOUS DETALS 8 EROSION CONTROL DETAILS 9 nPRON JOINT DETALS j0 APRON JOINT DETAILS 1 BIO-RETENTION AREA DETALS NOTE: M NO THE SNARL ME CONTRACTOR BE MLOWED ONTO ME ME TAXIWAY WITHOUT BONG ACCOMPANIED BY MRPORT MAKM:EMENT.. AS-BU/LTS MAY 01, 2007 Q Z i OFn K rc Z 0 a a Q Z Z 0: 00 Z J Q O W U QmQ Z O N IL O W N Q Q smc 2 DEMOLISH E—ING TAXIWAY TGI M PAV EM P PROPERtt M BOUNDARY (IYP.) P r\ `• e 'I — P Y% NOTE: THE KNOWN ERE AR __ R / _ IXISDNG TMNlAY —$ A �—E IRIE NN0 THE PROJECT MEA NO KNOWN II ERER MmD AND r S� RELOCATED E%I STING JIVE UTILRIES. II I jV ASPHALT AVEMEM i / EXISTING CONCRETE —ONIk=====____ II 1 ' J` I'll E%IS11NG \ EXISTING NO. p \ TERMINAL \ S D ME4 `�,h\ EXISTING II UNDERGROUND I J1 I r ,p �IIXISTNG I I 1 p 19 RCP \8\ TXO BLOG 1 SEWER I iTMKS II / �_ III 1 1 deI P IIIII I IXISRNG l I I I\ \ P 24' RCP EI❑I --- - — ----- 3 SR 1131 (60' R/W) CONSOUDATED ROAD ow NOW THE SCALE IdN nln AS-BUILTS MAY 01, 2007 FENCE Z z 06 a1, 6 6 Z m U Q 0 w 0 ED Y O 1g O W m Q NOT TO CONSTRUCRON CAN BE DONE E — — -"'- — — — — — — — — — — — — P SIMULTANEOUSLY WRH OTHER 5' " / — — — — —)'0- — — — — — — — — — — — 5:1 SIDE SLOPE$ CONSTRUCTION. --� ;,4'i�;,': I --------------- I'UNDER GRAIN----'�11\ RECRAOE TO ORNN , B' BO V ----- --1`---TT g _ - \ NOTE: ALL PROPOSED INLETS INLET /< SHALL BE PROVIDED WITH I \ __ __-- RIM = 6.25' I I - -� BLOCK AND GRAVEL INLET E%ISTING ASPHALT-ti t,':: _ _ _ _ _ _ _ _BTM:=5.5' PROTECTWN ♦PAVEMENT FEMOVEp. \-BIOR ENTION ARE)r — —)— — — — — — \ NOT REPLACED. — YORD INLET /3 ♦♦ RIM = 6.25' ' II / 1:�?�'�'I •.!� \ ^•�♦ JUNCTION BOX #2 ♦ JUNCRON BOX JUNCTION BO% M )9' ♦♦ RIM RIM 7.95' RI Ex— CONCRETE II I 4 BA APRON II J sn IXlNc RIM Iu ze• � E ASPHALT _ II-PAVEMEM Y i II OPEN ClR AND ' ♦ ♦♦ p DRAIN i UN ER _ PATCH IXISRNG ✓ (TMPJ i i ♦ r----------------�♦ ASPHALT PAVEMEM ` MATCH IXISRNG ♦♦/ BPCK OF SUB PREPARED WITH CONCRETE EING / /`♦♦�. i S TOEBUID NG SLPB.R FUNRE TB: -IN CONCRETE SRE TO TUB EX—NG SPEED II / DOWELS. / — / 7iRI5 PREPARED WITH SUBBASE D ABC TH AN LP STONE R1EN BACKFlLLEO WRH CLGN SANG FOR N RE RE -IN TO BUILDING SIAB /p /" IXISRNG ASPHALT 479' \8\ \8\ I PAVEMENT REMOVEO, \ \ \ NOT REPLACED. I I I I I EXISTING GNAW UNK J p \ \ FENCE (ORS). 1 I TONTRACTOR STAGING AREA {Y TO BE GRADED LEVEL Nlp 'I 00 SEEDED UPON COMPLETION II PROTECT ME wTM"PosED I I I I I EXCELSIOR MATRNG I I I I I I II W 4 __ I I I I I I I I M.P. CONST. �I f5,1 \ ENRWIICE (ttP \\\ \\ 11 \ 0 I I 1 I I I RDCK MT CHECK \ I ( TO FORM TEMP. \ \ II RCH I E%IDSTINNR G DTRAP IN IIII \ \ EXISTING SHED$ I I I II \ / GRAPHIC SCALE tit ------ n e.ml- J�\5��_-- ILTS MAY01, 2007 n g d$ $$x .,eyye � EP a � � z W00 J z Of z 0 (:J z z_0 co cr (,r W Z IXISRNG L) 0- H 8 TANSCO V) � B OC Z 0- U a. Q W�uYZ o mUi QOr _ O W. m 5: O o w a Q a i GRAPHIC SCALE 4y a F ya^ uz veer) i van-¢o rt "a m � 8 PROPOSED LIGHT LOCATION % b 8- (TYP.)` jWS a�# 2T��+ z O r d Q 0 O p w> as O K 0 Z K rc z a� a W� K W w ¢ Z m U Q O W 8 m� �_ Zo Q a �~ AS-BUILTS MAY 01, 2007 s REQUIRED LIGHT FIXTURES (L-861) COLOR PROPOSED EXISTING BLUE 20 11 * R R * --------------- * R n m * ft O o EXISTING TAXIWAY EDGE (TYP.) --_'--"----""-'FINISHED ELEVATION � � - JOINT TYPE L4BEL (NP.) m0 "O TpM, Tp TO "•00 TO TOO TO T,O TOO TO, TO TOO TO T.O TO TOO °J a PAVING LANES . � + 00 O O 1 O1{ 00 O O �� O 00 O O O 00 O O O 00 O O 9 -------------- . ---- e.;. _ g°z �EXI STING O O 00 O O O 00 Oz� O O 00 O O O O 00 CONCRETE F 9 m D e>e a y00 ,O ry0, � y0 'O `JO e`bD a . %`' • • ems. off' °� e APRON ti00 O O O O 00` 00 O,'' O O 00 O O 155' EXISTING � D a z� o- g � P�. �°, g g°z0 g°AO 0°^O ,y ASPHALT PAVEMENT O O 00 O 0 O O p O O O 00 0 O 00 O 00 ,% E �avO �;O OO O m 0 0 0 Tzv00 2O g0 ;yO 0 0 TazO m0 2O z%00 �,O eyO 000 O m-,y .4 � PROPOSED GROUNDING PROPOSED t7, RECEPT (TYP.) TIE -DOWN (TYP.) 479' .KPnx aE UNDERGROUND ELECTRICAL DUCT �� Ix w. (mt.) a Rx •aiaurt L-861 FIXTURE INSTALLATION (BASE MOUNTED) snw�cu, uix. x• mou vnvxuexl mce, x. r ,xKxuess M-1M /IIpU10 CWRSF. PWR Snw ��E.ql „ ASPI41! c PnvEuwr xcw vnvExvin scc mP¢ri ccu����w,Eo PAVEMENT JUNCTION DETAIL UN DERDRAIN DETAIL TYPICAL CONRETE APRON• AS-BUILTS MAY 01, 2007 Shxps LL9vxF 5 ou. 3/4• Or enx _L TYPICAL TIE DOWN ANCHOR DETAIL N J f w 0 7 O Z J J U N 2 Z 9 rn w rc Z 05 (L _� w w a >� 0z Q OF w U a0 i O r� 0 ct: w 'a GROUND ROD/RECEPTACLE DETAIL F 6 REN I— d a ,jj �byy�4: Q R5 �Rk tlQ1. La2$R D ER SIXID BRICK. SIX. ¢IDEx OR L• S PRECAST CONCRETE uAl 2. S EREARD STFPS RE O 1D" O.C. F3 9 DEPTH EXCEFOS S3'. ? MS 5pp E= a000 P.` CON". MIX r- 4J" MIN. MS —EN.. POR 2a' PIPE TER USE PIPE pA. PLUS 12 5. —RE D_ EXCDS EE3' uMXIXF D COYER IO BE LOCATED COOP Igpj,RA— OVER STEPS. SECURm m Ka D Ps 43' M _—STMS F%ZTl,� _ TIM L _ Q J f CONCRETE SLAB "�^-•• �^^'X Ass �'mX 0E5f11 `Pf O D e ] �R" W CWRSE Q JS" MIN. \ / J `DPE>aIND l W 35 mim. 1 COIRSf � UMIMLE TANDARD STEP O Z Z ,D. DC � °-r 4 0 r o PLAN L J a 0a PSI CONCRETE a SECTION 3Doo YARD INLET DETAIL 0 N v °wo ~ 1JQQmI z a. K W p Q AS-BUILTS MAY 01, 2007 �- RCP AT I.SS� RIP -RAP PIPE QRIET TIII—ESS' I —T 13 B�I�NSTPA_D UNDER DIStiIPATOR L W W2 THICKNESS RPRAP CLASS 5/T RIP -RAP DISSIPATOR AN BE 'I� R lm Iq w Yn w ¢w r zmiOR �r zPan w w •sm 1 smR N aLvx.p"m. I II ` BLOCK AND GRAVEL DROP INLET PROTECTION n.T.S _y / NO c5: APPECAME Ai aLL POINTS OF srialM.CE AW 71.1 aflas aF OENLE AID TUBE NIENINCE MUST BE PRmYMw. AEXTEND E INTO TW.Ml "R> �-• J COMPRLLTO BACKOR REQUIRED 0M .1 AR2SE U 9 ALaL GRAVEL �z \, k cMVFI PAO TO BE 151 SD' AND V THCK MRIMUu S. TtMMINFFlC RAUUS SUEM ro E( S ACCOMMODATE IAAGE TRUCKS S TO BE E CE(OR SHWLO BE LOTO UA/ PRDE FOR MA%IMUu UTRT, v BY ALL / d. w SMUCMAN VEHICLES. Si BE MNNMENT R A 1 G ON IE PL. PREVENT TMCNING OR PERT D NOW Oi I. ONTO —NE NOTE. mERIOBE ECESS SS. K LOTH S H BE NECESSARY; NEED SDUE nU RENOYE SEDIMENT NDEEPERCERMI THAN e. Am NTHERRO D M:H STLL MAKES N ... REPAR ANY UNOERNRINC ONTO ME ROM MUST BE CLEWED UP I roIATELY. IuufDwELY. TEMPORARY CONSTRUCTION ENTRANCE H T TO SCALE AS-BU/LTS MAY 01, 2007 COASTAL PLAIN (2CP)' SEEDING SCHEDULE PERMANENT SEEDING MIXTURE/W NURSE CROP SPECNS PATE (I&/ACRE) POSSIBLE DATES: TALL FESCUE 200 SEPT I - OM ]I RtE (GRAIN) 2S fEB B APR 00 TEMPORARY SEEDING MIXTURE SPECIES RATE I I5- �A GERMAN MLLET W APR UG IS Dum TMPOS USED PER RREMXTER THAN AID USIECTTONRTHER�OIL PEMAENTSEEDDISHAU. SEEcHECKEp yWx DLY UUE SWALE SEEDING MIXTURE SPECIES PALE (LB/1000 SF) NAIE COMMON BERMUOIDRISS 2 APR SOIL AMENDMENTS (TILLED TO 6- DEPTH PRIOR TO SEEDING) APPLY ACRICULTIRA UUESTCHE - I TONE/ACRE APPLY fflMU3ER AL A PATE OF 1UE/ACRE NnROGEN IN AAN/FED, SEPT. AND NOVENBER PRO.A (Iz-a-e) TURF FCFRUBER — 3 ro 2 I/2 TO./ACRE -SMALL — OR EOUNALERL COVER. AxCHOR - ISPHAL EMULSION ON SLOPES, o w GAL/ACRE (TYPE R.S) MULCH ANCHORING 100E SHALL BE USED ON ALL OTHER AREAS. RD STRENGTH FABRIC TMOp TH WIRE oss B o.c. _QI_ MARITERANNOE REFS Ll E_ R TIE SECOUD YEAR uNUE. GROWTH IS — ADEQUATE. fO. TO ] AANBUDUFMS AID MULCH FOwAGEDBOR DEADAREAS MEDNIELY. EROSION CONTROL CONSTRUCTION SEQUENCE AND NOTES SMENDM FABRIC is 1.]3 �/TT STEEL PLI.Ax.MA W QY x COOF APPR[D SEQMENT AND EROM01 CONTROL 2.INEPA _ ROCK CAMS. SILT EENCE IRET PROTECTION, SEduENT AND/OR OTHER MEASURES AS SWAN ON THE APPROVED ]i5. CAL FOR OWTE INSPECTON BY THE SEQUEMATON AND 1• � EROSION CONTROL INSPECTOR. BEUGRADING. AND TRENCHING.MANANMFASURES AS REQUIRED UEVER2 WITH TERM LRAVEL RLLIl _NT STRAPSP •,�.,�Dn- _ OR OM EA A Ex .PPRaEO MEASURES As SHOWN DN ME Pux. H {• :., \'Tl,� Ar \\ QUAD SLOPES AND RLis IRE i0 BE PANTED OR PRO, , COUP�MI P�MTECINE COVER UHDfR VEGUTNE $TIBID2AnRN WITHIN21 a OF ANY PHASE 0E TDSTRHwCE A- AREAS UPON RNICH NO FIRMER NAND DISTURBING wRl VE DERTAM AAE IN BE PARED OR OTHER DAYS. S. NNE D WITH PERUAREM ROTECTrvE C SERVDTHIIOERT 5 —RING MK OR DO CALENDAR OATS. ORCED VER IS SHQNER. \\\��\ 7. INNERIAMERAE.E HEMM OF TURF IN AN AREA BECOMES 5 INCHES, M TO A ] COnTFOL MUSSUURES SUCH PE-�Rw MRONS, VELOCm DIRRATRS. CHANNEL YEL BASE COURSE. ETC OF . AS wTEO. AN RUNF PR ENCE _ESRNro"T"OE ES PERIODICAL Y. D AFTER AL UD wnM CONSTRUCTION 5 COMPLETE AID ALL .WEALS STABIND LE EO. CAL FOR ONSRE INSPECTION BY THE SwIMEMATON AEROSION CONTROL OMCE. THE SITE IS APROAD, E.— TEMPORARY DIME MEIS. MLT fENQNG, SEQUENT BASINS. ETC.. AND SEED. PAYE, OR RIP -RAP RESUwNC QSNRBED AREAS. N2. WHEN YEGRATON M ESUSUENED. GALL FOR RNA SITE SPEC'ON. Z 9 to O rc Z aU a o X Q 0 W > - Z ZrcH DO V j Q O W U ~ m Z O ng W O Q a JOINTS EXPANSION JOINTS CONTRACTION ¢, Y �iit ...... DETAIL 1 _ COMNONPRES.SBLE �AlEE. -- -T I DETAIL 1 COMPR6E DPRENOUDUDIN 1UNERyyIXDEU —� T DETAIL BE roRMEO ORuwDY dg �j^°>3^ �,. END o< D OL ExPANEREH CRP, Sul m _ r ro THAN I, 1 xLn u LF sr rHE .2 NEMEST AVR� D qL ONE TYPE A -DOWELED TYPE B-THICKENED EDGE TYPE F-DOWELED N.r.s. x.r.s. c�uf a 5 4 CONSTRUCTION JOINTS = " CETAIL ] -r DETAIL D T.\BIE111 q.NF.N$IgU,D\DSPACINGOFSITEL DOWELS I rwN 6]P 'n -�•- F I J- ' P �T Ix 1 9m 8-I?in Im lim Iilfiin 1%in +Jl in I}m n-snn 15in ann 1xM H PALM N!0 OL ONE O.IK 31-J in Sin Uin IR in Z 0 J ONE, OF OOw¢ DE B\R JO' LOHC Z F ON b- CENtERE TYPE D-DOWELED x.Ts. TYPE E-HINGED (butt or keyed) �.rs 0 a Q EXPANSION JOINT CONTRACTION JOINT CONSTRUCTION JOINT DETAIL 1 DETAIL 2 < Z 9 DETAIL 3 &D"ADUS H.ER z 0 a r J' xE �r SS-E a ! Z w SEALANT w1ERv1 w 1�SEAIANT RESERVOIR SIZED TO PROVDE Lu > Z !'yj' BEIOw SURFACE SEALANT MArERML PRCPER SHAPE FACTOR, W/D, FIELD POURED AND ra-a• 9ELOw wRFME PREFORMED SEALANTS REWIRE DIFFERENT SHAPE Z W Z a T FACTORS FOR OPTIMUM PERFORMANCE. x N U 2. ROD BACKUP MATERIAL MUST BE COMPATBLE 'NTT Q F U • 1 I' MIx. D THE TYPE OF UWID SEALMIT AND SZED TO PROVIDE THE DESIRED SHAPE FACTOR. W m 2 QQ F ND BREAKm T/s : 3• � a .. K W o ROD —NuP uxrFliUi RE- Q n DRRIOINO PREMOIDED COMPR69BIE WTERUL ASTI D-1751 OR 1JS2 a� 6TRUClION JdNT Eo- 51ABE AT �- AS-BWLTS MAY 01, 2007 9 Sxkle me � on e M uvu+sxr .wax. i, d y 6 5 x Nb£ OxIWCxox TYPE F � N N uic�.F -.r Z_ O � Z F a 0 a nEo Eaxmuoxui iwKnui pcoxsnaicnox L (aei xl ca+smurnox a Z z O F rp R' ¢ Z O � IL 2 z d o z Z¢F mU i Q o W E4 Y Bpx srwE sues .�xr H fn O ¢ o a w 'o ¢ a a TYPICAL JOINT LAYOUT PATTERN II x.rs. a- 10 AS-BU/LTS MAY 01, 2007 OVERROW YARD INUET (TYP.) ASSORTED PLANTINGS FROM APPROVED — (TYP.) 91 +� iu�2 ul ��jiIT,L 2' PLANTING SOIL (SEE DET� PERFORATED PPE: • FILTER FABRIC BIORETENTION AREA AS-BUILTS MAY 01, 2007 N.'.G. APPROVED PLANT LISi d �. -THE PROPOSED PLANTINGS IN THE BIORETENTIOI AREA SHALL n q CONSISTS OF AN ASSORTED MIXTURE OF THE FOLLOWING: y S� ITEANMRGNICA NRCINIA SWEETSPIRE CAWCARPA AMERICANA AMERICAN BEAUTYBERRY b 4e AROMA ARBUTFWA RED CHOKEBERRY EUONYMUS AMERICANUS STRAWBERRY BUSH »SXCC.S F( 3q S -SUBSTITUTE PLANTS MAY BE ALLOWED ON A CARE BY CASE BY CASE BASIS AND SHALL BE APPROVED BY THE ENGINEER BEFORE PURCHASING, �Ftr A CE -A SPECIFIC PLANTING PLAN SHALL BE PROMDED BY THE J GRASS FILTER SRIIP CONTRACTOR TO THE ENGINEER FOR APPROVAL BEFORE BEGINNING PLANTING, W S EV .6 y -FOfl PRICING PURPOSES. THE CONTRACTOR SHALL PROMDE EIGHT d (8) OF EACH OF THE ABOVE TREES/SHRUBS. UNDERDRAIN COLLECTION SYSTEM IAW DETAIL ON PACE S. Q W K Q Z O� zQ Z F- W W H 0 W K O m 6.25' PONDING 0.EV, S.50' PLANTING ELEV. Z a O JO F/J R C Z 0 a a 0.50' BW PLANTING SOL Q W W zo 2.50' BTM UNDERDRAIN ZKH Z NaL U 0 O 2.0Y SH. Q U W Z mPROFILE UNDERDRAN SYSTEM O p (SEE DETAIL) Q W o ELIZABETH CITY AIRPORT APRON EXPANSION PASOUOTANK COUNTY, NORTH CAROLINA MAYOR - FIRST WARD COUNCILWOMAN - FIRST WARD COUNCILWOMAN - SECOND WARD COUNCILWOMAN - SECOND WARD COUNCILMAN - THIRD WARD COUNCILMAN - THIRD WARD COUNCILMAN - FOURTH WARD COUNCILMAN - FOURTH WARD COUNCILMAN - CITY MANAGER - PUBLIC UTILITIES DIRECTOR - CHARLES FOSTER BETTY MEGGS JEAN M. BAKER ANITA HUMMER TONY STIMATZ MICHAEL BROOKS DARRYL K. STALLINGS, SR. E. KIRK RIVERS JOHNNIE B. WALTON RICH OLSON DECEIVED MAY 3 0 7006 DWQ-WARD APPROVED NORTH CG. ;.RONMENTAL MANAGE 9ENr COMMIMON DMBION OF WATER OMAUry 3brmyp� PI Nw S `"�=32. ERIC WEA I HERL I ., CA q s/1.1 o���9 GINe�Q 0; O �9�CR pA. � Hobbs, Upchurch & Associates, P.A. Consulting Engineers, Surveyors & Land Planners Southern Pines, North Carolina 28387 300 S.W. Brood Street, Southern Pines, North Carolina 28387 Phone: (910) 692-5616 — Fax: (910) 692-7342 SAFETY PLAN REQUIREMENTS. THE INTENT OF THIS PLAN 15 TO ESTABLISH CERTAIN SAFETY REQUIREMENTS THAT MUST BE ADHERED TO BY THE CONTRACTOR DURING CONSTRUCTION OF THIS PR0.4CT. 1. THE CONTRACTOR SHALL NOT BEGIN WORK WITH. ANY AIR OPERATIONS AREA UNLESS AND UNTIL 48 HOURS PRIOR NOTICE HAS BEEN GIVEN TO THE ENGINEER AND AIRPORT MANAGEMENT. 2. HE AIR OPERATORS AREAS SHALL BE CLOSED UNTIL 50 AUTHOR12ED BY THE ENGINEER AND UNTIL IHE NECESSAR! TEMPORARY CLOSEO MARKINGS AND BARRICADES ARE IN PLACE. AS SHOWN ON THE PLANS. 3. PRIOR TO MOVING TO OR IN CLOSE PROXIMITY TO AN ACTIVE TAKNTAY OR APRON AREA, THE CONTRACTOR MUST CLEAR SUCH ACTION THROUGH AIRPORT MANAGEMENT, WHO WILL THEN ISSUE THE APPROPRIATE ADVISORIES TO AIRCRAFT. 4. THE CONTRACTOR SHALL COORNHATE .CRESS -EGRESS REOUIREMERIS WITH THE AIRPORT MAAGEMENT AND RESIDENT PROJECT REPRESENTkTIE 5. ALL CONSTRUCTON VEHICIFS, INCLUDING PERSONAL CARS, MUST BE CLEARED FOR ACCESS BY THE AIRPORT MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE. PERSONAL CARS SHALL BE PARKED OUTSIDE OF INFIELD AREAS. ALL VEHICLES OPERATING IN ACTIVE MR OPERATION AREAS SHALL BE LIGHTED OR FLAGGED IN ACCORDPNGE WITH ADVISORY CIRCULAR 150/5 O-2E. COPIES OF THE ADW— CIRCULAR WILL BE MADE AVAILABLE UPON REQUEST, 6. THE CONTRACTOR AND SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND ALTERNATE TO CONTACT ON A 24 HOUR BASS SHOULD PROBLEMS -SE. T. A DALY START-UP AND SHUT -DOWN CHECKUST WILL BE JOINTLY PREPARED BY THE CONTRACTOR, RESIDENT PROJECT REPRESENTATNE. AND AIRPORT MANAGEMENT WHICH WILL BE FOLLOWED THROUGHOUT THE PROJECT. THIS CHECKLIST SHALL INCLUDE. BUT NOT BE LIMITED T0. BARRICADES, FLAGS. HAUL ROUTES. SECURING ALL ACCESS GATES, CLEAN UP, ETC. 8. EOUIPNENT AND MATERIALS SHALL NOT BE LEFT ON OR WITHIN 30 FEET OF THE TAKNRAY EDGES AMR WORK OPERATIONS ARE CEASED EACH DAY. THE CONTRACTOR SHALL COMPLY WITH ALL ARPUCABLF FEDERAL. STATE, AND LOCAL REGULATORS IN REGARD i0 CONSTRUCTION NOISE AND EROSION CONTROL DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRFIELD PAVEMENTS CLEAR OF ALL DEBRIS, STONES. ETC., DURING CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL BE CLEANED OF CONSTRUCTION DEBRIS A. SPILLAGE IMMEDIATELY . CONTRACTOR SHALL VISUALLY INSPECT ACRVE AIRFIELD PAVEMENT AMR EACH CROSSING TW VEHICLES DURING HARING OPERATIONS. IT. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPER . DEBRIS, ETC. ON A ONLY BASS. OR AS DIRECTED BY THE ENGINEER. ALL SPILLAGE IN ACTIVE AIR OPERATOR M SHALL BE CLEANED UP IMMEDIATELY. 12. MEN, EQUIPMENT, OR OTHER CONSTRUCTION -RELATED MATERIAL WILL NOT BE PERMITTED CLOSER THAN 45 FEET FROM THE EDGE OF AND ACTIVE TAM— WITHOUT PRIOR PERMISSION FROM THE AIRPORT MANAGEMENT 13. OPEN TRENCHES, EKCAVATON. DROP-OFFS, AND STOCKPILED MATERIAL WILL NOT BE PERMITTED WITHIN 30 FEET OF ACTIVE TAXIWAYS. COVERINGS FOR OPEN TRENCHES. DROP-OFFS, M. MUST BE OF SUCH STRENGTH TO SUPPORT CRITICAL VEHICLE AS DETERMINED BY THE ENGINEER AND AIRPORT MANAGEMENT. 14 ACCESS DATE SHALL BE CLOSED OR MONITORED BY CONTRACTOR'S PERSONNEL AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ACCESS GATE AT THE END OF EACH CATS OPERATION. 15. FREQUENT INSPECTIONS WILL BE MADE BY THE AIRPORT MANAGEMENT DURING CRITICAL PHASES OF THE WORK TO ENSURE THAT THE CONTRACTOR IS FOLLOWING THE RECOMMENDED SAFETY PROCEDURES. TABLE OF CONTENTS SHEET DESCRIPTION I COVER SHEET 2 LAYOUT MAP 3 EGSTNG SITE /OEMOLITON PLAN 4 PROPOSED SITE/GRADING DRAINAGE 5 MSCELLArvEOUS OETNLS 8 MISCELLNNC.US OETNLS % EROSK. CONTROL oETMLs NOTE: AT NO TIME SHALL THE CONTRACTOR BE ALLOWED ONTO THE THE TAXIWAY WITHOUT . ACCOMPANIED BY AIRPORT MANAGEMENT. VICINITY MAP f r g vmm 2 i LIGHTED BARRICADE (TYP.) C T Nam' y-BIORETENTON AREA IS NOT i0 ;D BE CONSTRUCTED UNTIL ALL ^ OTHER AREAS ARE STABILIZE. - - - - - - 7 �EXCAVATION AND DRAIN ` ------------- -----. 2 CONSTRUCTION CAN BE DONE �`--= =' DO + BIMULTANEOUSLY WITH OTHER \ 1 �J 7.0 :I S10E SLOPES `I 1 li CONSTRUCTON. - - - �%_ _ _ B-0-UNDER DwvN RE RACE TO OF \ 1 \ ----- MP.) D = - \ NOTE; ALL PROPOSED INLETS C�\ G I 1B�_ ---- _ YARD INI£f /4 - I ---- B.GL E PRONTOED WRH I RIM 8.25' BTM =S.S' BLOLE AND GRAVEL INLET BIORE ELATION AR PROTECTION _ I I �_�—!I /ice RNO tB.1 /3 ``♦ I I ,1♦ �_'`� 1 3 I j � � C).BONN BOX /2 t ♦♦�-/ ` i II J E%tmNG I RIM ap ZB �'. D I -1- i 50 I ♦ I I %/ 3 JY PASPHALT ANEMEM I I UNDER ASPHXISENG II ASPHALT ELEVATION HT I I // `♦�� �� 1 I _ I / I _,ZTD TO l I�Ln II OPEN CIOT AND \ \ PATCH EXISTING I I i 429• \ `8\ II ASPHALT PAVEMEM I I I I I I �, f / / / I To uTRACTOR srAGINc � BE GRPOLEVEL . .. 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I¢NO Ou ¢N ,TE -E RN6 TO BE w PROVIDE FOR MAIONUM UONT BY NL � eE MNNruxEo w uu A cawo BIG OR 0.— FLOW OF TPACK5INEETS PPEPoOME E—.ES�SINOwIPIHS—N mEANDV. _L BE UAL WHICH BALL N.NCR O � ONfO THE ROAD MUSE BE CIEWm UP TEMPORARY CONSTRUCTION ENTRANCE NOi m SuIE - - I T TrTsRn� n t n_Igl BLOCK AND GRAVEL DROP INLET PROTECTION COASTAL PLAIN (2CP) SEEDING SCHEDULE PERMANENT SEEDING MIXTURE/W NURSE CROP Pml MLE (IB./ACRE) POB.— OAlES: RTE (CPN) 25 C eEs 15 - APR 30 TEMPORARY SEEDING MIXTURE BFF R E 5� DFRGNAR YR,ET APR , - G I5 iENPER- SEEDBE PER NRMER aSNI✓BNICE PERwAxfMSF£D NOfhNH ONE CHECKED Fbx ADm— OR BULY 15. SWALE SEEDING MIXTURE GOYNDR BERM IE R B M E (Een000 APR -_ DE SOIL AMENDMENTS (TILLED TO 5- DEPTH PRIOR TO SEEDING) Y uL�rvRA' LD". OF HI O �/ E GEN IN .MR/FEB. sEPr. AND N—.BER FROM A (12-A-x) TURF FERFU,. WILa - 2 TO 2 1/2 TONS/ACRE - SNNL GRNN SIMW OR mUNN£M CWFA. ANCHOR - ASFWLT EN —ON ON SmPES. a sb CAL/ACRE (ttPE R.sJ .—. ANCNoaNG root sww. 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INSTALL PERMANENT EROSKW p�PArORS. - 1NL2T'A REPAIR �NEYTUNOEFINIP IN. IYYEDAIELY. UN�S. GPAVEL BISERCOURSE. EEC. IS NOTD. 9.N��ERO � I—OLIF-DE—¢ES IF-DGAND -ER RUNOFFNi P S 10. WREN CaRR —. 6 COFAPLEIE MID ALL ARFAS CALL FOR ONBIFE INBFE— Br TxE SFDMFNIANON AND —ON .— OFFICE Ii. IF ME SRE 6 MRDYED. REMOVE —PORARY OWERSIDaS SILT FENCING, BOB— BASINS, ER., MI SEED, PAVE OR RIP -RAP RESU TNG OMPBED .- 12. WHEN —TAT.N 6 ESTABLISHED. CALL FOR FINAL SIZE WSPECiroN. O d' r o<0 U� zw OO FA w w Z Z O F � O (L Z d U K x Q w I.Z 0-5 .z Q O F IS w 0 N d J j of w w Q R ONS A. DEAa EXPANSION JOINTS CONTRACTION JOINTS n a „� Z �• .NA: W CD V NC PRENOIOFO OENL 1 C uP E�P�6°lE NwiO4LL NDN-IXIMIMNC W! Oln o[iNL Eby &d (VQ, <CMPRFSSIBLE MAIEPUL CCRRO MAY BE FORMED '• ..y''J - L �s s 83 FN� � OOW¢rH15 _F]IPANBgN GP. 919 Fif ° NL`GRC.l .nWr_ ¢ S, ^• BUf 0 LESS '! : ^Es r ro TIE xU#sr of r N1DO�ONE g X I Btrt IFA51 ifR' ENO of 4 TYPE A —DOWELED TYPE B—THICKENED EDGE TYPE F—DOWELED .�'� € IA n.T.S. NTS. CONSTRUCTION JOINT 2 DEAL D OE AR TABEE.]IEDn9LLJnevSA.�uSI•A�1 cur aTelauDR+w,.. ` � � Yt 1' • nnRb.. rxnlelW Iw�M1 M +Ne 'N1 :,IIr Rln IEIn 1 R IER mo pin 1341 tl 1RM IR y�ln lum 1'-➢Nn l�:1 .1R Ink, z ]I EJ In EF 2!!n 1Rp1 N EMD ovMoW— °ft O°"E 0 J EBw c z� >0^ cENIFRS TYPE D—DOWELED TYPE E—HINGED (butt or k—d) 0 O s Hrs Q EXPANSION JOINT CONTRACTION JOINT CONSTRUCTION JOINT DETAIL 1 DETAIL 2 DETAIL 3 z z 0 F OR CNVAFER r ��� z 0 V I Y BELOW SURFACE a Q. W S- NATFRAL 1�SEA ANT RESERVOIR SIZED TO PRONDE W W ¢ O 1•-1 BFLgv AIRFNz W WTEAVL PROPER SHPE FACTOR, W/D. FnD POURED AND Z F 2 1•�• }'-1^ BElAW SURFACE PREFORMED SEALANTS REQUIRE DIFFERENT S AFE0 Wit FACTORS FOR OPDMUM PERFORMANCE. y U 2 D 2 R00 BACKUP MATERIAL MUST BE COMPATIBLE !L = O I MW. TO PRONDTAE E PTHEOOF9REDD SHAPE ACTOR.SEALANT AND MZED Lu Z END -ER{• F � 0 ^� 0 w a ROD RACKUP Q Q 4ATERMI ROD B•OKUP 4 F%FR B INO PREIgNED -ON .axt U RIERML CO ASN D-1151 BEWEEN ON 15Y sr 9 2o] )� < ,o OUTLET CVERFLOW YARD INLET (IYP.) ASSORTED PLWBNGS FROM APPROVED LISP (TYP) TYPICAL APRON SHEETFLOW ! 1 1 1 =de PLAN VIEW 2'-3' MULCH T —FILTER FABRIC APPROVED P ANT LILT -THE PROPOSED PLANTINGS IN THE BIORETENTION AREA SHALL CONSISTS OF AN ASSORTED MIXTURE OF THE FDLLOMING: ITEA MRGI NAME COMMON SANE NEA VTR ARGINIA BEETSPIBE CA ARON A RPA AMERICANA AMERED C D BERR YBERRY PA A AROMA ARBUTIFOUAERICA RED CHOREBERRY EUONYMUS AMERICANUS STRAWBERRY BUSH -SUBSTITUTE PLANTS MAY BE ALLOWED ON A CASE BY CASE BY CASE BASIS AND SHALL BE APPROVED BY ME ENGINEER BEFORE PURCHASING. -A SPECIFIC PLANTING PLAN SHALL BE NNDMDED BY THE GRASS FILTER SRTIP CONTRACTOR TO THE ENGINEER FOR APPROVAL BEFORE BEGINNING PLANTING. -FOR PRICING PURPOSES. THE CONTRACTOR SHALL PROWOE EIGHT (B) OF EACH OF THE ABOVE TREES/SHRUBS UNDERDRAIN CIXLECDON SYSTEM IAW DETAIL ON PAGE B. 810RETENTION AREA N.T.B. a 11