arctic ocean as·built€¦ · 1\ construction limits 75' temp. runway temporary edge...

$: ARCTIC OCEAN AS·BUILT€¦ · 1\ construction limits 75' temp. runway temporary edge temporary reflective marker, type ii runway typical schematic phase 1 see sheet 9 for typical$
c

I

(;,> ST. PAUL

PRIBILOF ISlANDS

_ARCTIC

f •

SPONSORED BY STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES

CENTRAL REGION

OCEAN

~~~ CORDOVA

AS-BUILT APPROVED STEPHEN M. RYAN, P.E.

CONCUR

AS·BUILT CONSTRUCTION PLANS FOR

DILLINGHAM AIRPORT

DILLINGHAM, ALASKA RUNWAY REHABILITATION

PROJECT No. 53424 AIRPORT IMPROVEMENT PROGRAM

A.I.P. No. 3-02-0078-1003 2003

BID OPEN DATE: JUNE 18, 2002 BID AMOUNT: $7,956,655.00 FINAL AMOUNT: $9,864,815.65 PROJECT ENGINEER: WILLIE VAN NOSTRAND,

EMC ENGINEERING, LLC. AWARDED CONTRACTOR: KNIK CONSTRUCTION Co. Inc. ADDRESS: 6441 S. AIRPARK Pl.

DATE S/z t>C AVIATION CONSTRUCTION GROUP CHIEF

REGIONAL PRECONSTRUCTION GINEER

DATE 5(22 0

ANCHORAGE, AK. 99502

DILLINGHAM·AIRPORT RUNWAY REHABILITATION

PROJECT No. 53424

SHEET 1 OF 23

AS-BUILT 12/2005 1 OF 32

AUUt:.NUUM NU. 1

~-------------------------------------------------------------------------------------------------------------------------------------------------ATTACHMENT N0.4

12 0 o G

VICINITY MAP T 12 S & 13 s, R 55 W & 56 w, SECTIONS 17, 18, 19, 20

SEWARD I.IERIDIAN U.S.G.S. DIWNGHAM (A-7), AL4S1<A

ESTIMATING FACTORS No. ITEM

P-401 a Bituminous Mixture

P-401 c Bituminous Material

P-603a Bituminous Tack Coat

FACTOR

150 Lb/Ft3 & 5.5% BY WEIGHT

OF P-401a

0.85 Lb/Yd2

$'-z..-o AS-BUll T

ESTIMATED QUANTITIES No. ITEM

D-701a Corrugated Steel Pipe, 24"

G-1 OOa Mobilization and Demobilization

G-130a Field Office

G-130b Field Laboratory

G-131 a Engineering Transportation(Truck)

G-131 b Engineering Transportation(AlV)

G-135a Construction Surveying by the Contractor

G-135b Conditional Survey Party

G-135c Monuments by the Contractor

QUANTITY UN11T

* * * * 1 EA

All Req'd LS.

=5e= 29.63 HR

All Req' d LS.

G-200a Contractor Quality Control Program All Req'd LS.

G-300a CPM Scheduling * G-700a Flagman All Req'd C.S

L-100c High Intensity Runway Edge and Threshold Ught, L-862 and L-862E 82 EA

L -1 OOe Taxiway Edge Ught, L -861T 30 EA

L-100h Remove existing Runway and Taxiway Ught 4:0¥ /08 EA

L-1001 Relocate Existing Airport Sign, Type L-858 5 EA

L-100p Handhole, L-867, size B

L-100q Junction Box, Type II

L-100r Temporary Runway Ughting System

L -1 00s Weed Control Disk

L-107a 8-foot Ughted Wind Cone, in place

L-108a Underground Cable #8 AWG; copper, 5 kV FAA type "B" or type "C", L-824

L-108c #6 Bare Copper Ground Conductor

L-108g Ground Rod

L-110a 2-inch Rigid Steel Conduit

L-110g 2-inch PE Conduit

P-152a Unclassified Excavation

-:2:-

6

All Req'd

112

1

S EA

EA

LS.

EA

EA

1€1, 188 2't,957 L.F. 1!,§33 t8,8S3 L.F.

"# 18 EA

~ 1,506 L.F.

15,252 /6,D!J !i L.F.

14,018 <i,700 & C.Y.

P-152f Embankment lb/1958 87,600 & C.Y.

P-157 a Erosion and Pollution Control Administration * P-157b Temporary Erosion and Pollution Control * P-160a Excavation and Disposal of Existing Pavement (AC) ::J:i5:5t}: 3,6S6.2. S.Y.

(I a,q26.'7 1\ P-160c Excavation and Disposal of Existing Pavement (AC) 23,075 ili C.Y.

P-401a Bituminous Mixture 27,'360.67 26,800 & TON

P-401c Bituminous Material (PG 52-28) l,'f2.5.SO 1,4"H & TON

* SEE SCHEDULE A ON SHEET C1 ALEKNAGIK LAKE ROAD PAVING PLAN SET.

ESTIMATED QUANTITIES No. ITEM QUANTITY UNIT

P-603a Bituminous Tack Coat

P-620c Runway and Taxiway Painting

P-630a Pavement Grooving

~ & lj-3,62 TON

All Req'd LS.

106,700 qJ, !55 S.Y.

P-640b Segmented Circle (Panel Type)

P-660b Reflective Markers, Type II

All Req' d LS.

40 EA

P-680a Geotextile Fence, Sediment Control

T -901 b Seeding

-600- 629 L.F.

330 LB.

T -901 c Water for Maintenance

T -908d Mulching

400 M-GAL

--H3j§GG- 12,3tJD LB.

INDEX SHEET TITLE SHEET No.

TITLE SHEET 1 VICINITY MAP, ESTIMATING FACTORS, QUANTITIES, AND INDEX 2R

PROJECT LAYOUT PLAN 3 RUNWAY PLAN & PROFILE 4R

RUNWAY PLAN & PROFILE 5 PHASE 1 SAFETY PLAN 6

PHASE 2 SAFETY PLAN 7 PAVEMENT REMOVAL PLAN

TYPICAL PAVING SECTIONS TAXIWAY PLAN AND PROFILE, TYPICALS

TAXIWAY 'A' GRADING PLAN

8 9R-'lA

10

TAXIWAY '8' GRADING PLAN

PAPI LAYOUT AND APRON REPAIR PLAN

APRON GRADING PLAN, TAXIWAY 'A'

APRON GRADING PLAN, TAXIWAY '8' RUNWAY MARKING DETAILS

TAXIWAY MARKING & MISC. DETAILS

PHASE 1 TEMPORARY RUNWAY MARKING DETAILS

PHASE 2 TEMPORARY RUNWAY MARKING DETAILS

WIND CONE, FOUNDATION, AND WEED CONTROL DISK DETAILS

SEGMENTED ClRCLE PLAN AND DETAILS

SILT FENCE DETAILS

STRAW BALE DETAILS

SURVEY DRAWINGS SURVEY CONTROL SHEET

ELECTRICAL DRAWINGS LIGHTING REMOVAL PLAN

RUNWAY LIGHTING PLAN

LIGHT DETAILS

SIGN DETAILS

STANDARD DRAWINGS PIPE AND ARCH TABLES

DILLINGHAM AIRPORT DIWNGHAM, ALASKA

DIWNGHAM RUNWAY REHABIUTATION PROJECT NO. 53424

AlP No. 3-02-0078-1003

11R

12R

13R

14

15

16

17

18

19

20

21 22

23

1

E1-:-E3 E4..-E6

E7 E8

D-04.20

SHEET I 2R

6/03/03 ADDENDlJll #f- lPDATED· QUANTITIES.

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

AND PUBLIC FACILITIES CENTRAL REGION QUANTnlES AND INDEX

BY DATE R~SIONS VICINfTY MAP

AS-BUILT 12/2005 2 OF 32

LEGEND • • • • • • HAUL ROUTES

pn FLAGMAN

I I I I

f , I

I, / ;- --- ---1 / -.......

i /' / / /

I / -- - r -------- --- / -- """",; .--- I / ..... _;--,;:-!::-.:::: =-= =-= = =.::::-= = ::::..=-..::;

I I ,.- J1 I /

SCOPE OF PROJECT 1. PAVE RUNWAY SAFETY AREA, STA. ~ TO STA.

2. PAVE RUNWAY SAFETY AREA, STA. 75+00 TO STA. 77+00.

3. RAISE GRADE OF RUNWAY, ADJUST GRADE OF TAXIWAYS.

4. RECLAIM AND PAVE ENTIRE RUNWAY SURFACE.

5. EXPAND RUNWAY SAFETY AREA ON WEST SIDE, 50'x4,200'.

6. EXPAND RUNWAY SAFETY AREA ON EAST SIDE, 50'x3,600'.

7. REPLACE RUNWAY EDGE UGHllNG.

8. REMOVE AND REPLACE PAVEMENT IN DEPRESSIONS ON MAIN APRON.

9. CONSTRUCT PAPI PAD AT STA. 19+37.66.

10. INSTALL NEW CMP.

11. EXTEND EXISTING CMP.

12. REPLACE SEGMENTED CIRCLE BARRELS WITH PANELS AND INSTALL NEW UGHllED WINDCONE. ID-D 11 NORTH !JF f.XIST!N6

13. UTIUTY UNE RELOCATION. 1

f'f. /3-XPANO STAG-ING-AREA APPROXiMJ;rny II.JS'x 2.2.tJ ·

~-2.·0C. AS-BUlL T

BY DATE REVISIONS

PROPERTY BlliHlARY -------------------,

-------------------STOCKPILE

STATE OF ALASKA


AND PUBLIC FACILITIES CENTRAL REGION

250'

I I

I L: r _____ ,

--r-- I I

I I

I I

I .rl---

~79l.~~--~----~~--~~~l

STOCKPILE TYPICAL SECTION NO SCALE

STOCKPILE


DIWNGHAM RUNWAY REHABIUTATlON PROJECT NO. 53424

AlP No. 3-02-0078-1003 PROJECT LAYOUT PLAN

AS-BUlL T 12/2005 3 OF 32

I~ I~

80

70

60

,.

0 0 + "'

1: SPECIAL DITCH juSTA. 08+~5 : El.E\f. 68;75

l: ..... : ...... ·. I: ... /\ : l =m : . . I I I

I"! 1'1 "! "' It)

lt'l!D r--~

0 0 +

>-l a..w

vw It)

lt'lf'o

0.137.

RUNWAY PLAN SCALE: 1'=150' (FULL SIZE)

PVI STA = 30+00 PVI ELEV = 83.11

r------------1200.00' vc

. . . . . . . . ······:·~:·:····:······:·······:······ • • • • • "si>E:ciAC.· i::irrcf.l· .... -:- ..... ~- ..... ...... : ....... : ...... : ..... ·:· ..... ~ ..... .

: \-EXISTING GROUND:

:o.517o:

STA = :21+50: :C:LEV =' 75.42:

...... :- .... -~ ...... j ...... ~- .... -~ ..... -~ ..... ~- ..... ~ ...... j ....... j .. ·;'-Q~- .... -~ ...... j ..... . • :EXISTING CULIJ"ERT • : //

. . : ~- ;'/ . . '· / • • / •I • • I' • • I / •

• I I : .,( I

t;

"' v

. . . . ······:-······.·············.·······:······

1'1 v IXl v 1'1 v r--

0.427.

...... : ...... ;_ ..... : ..... -~ .•.•• 80

APPROXIMATE~: : unur- LOCtTION ~ . ~ : • : .J•

. . . . .. . ·: ..... -:· .... -~· ..... ; ...... 70

60 1'1 N 1'1 It)

I'") It) <OIXJ m~ l'"lv <OIXl ON I'")ID roo ~.r r--ro roo

v r-- 0 v r-- 0 1'1 "' 1'1 r--r--oo "'- C!"! "!'<~; "l"'! tq~ "'!IXl ~0! 0>0 "'- -1'1 1'1'<1" v<O r--oo <XJO -N

!')!') Ml"i r<i..i ..i..i ..i..i tritri tritri tri<Ci .0.0 <Ci IX] IX] IX] IX] IXJ<XJ IXJIXl <XJIXJ IXla:l IX] IX] IX] IX] <XJ<XJ IXl (roro cDoi

r--r-- r--r--oici cici cici cici o..: ci~ 1010 1010

,...;N ..:c-l c-lc-l c-lc-l c-lc-l c-lc-l c-ll'i !')!') r--oo OO<XJ OO<XJ roro aJIXl aJIXl COIXJ IXJIXl coco IXJIXl IXJ<XJ COIXJ <XJIXJ IXJ<XJ <XJOO <XJCO COlD <XJ<XJ

I ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ........ -'-' -'-' .... .... ........ -'-' -' .... -' .... .... .... ........ -'-' ........ -'-' ww ww ww ww ww ww ww ww ww ww ww ww ww

8+00 12+00 16+00 20+00

~. C -z..·<>'- AS-BUlL T .

& JNB 6/0J/OJ ADDEIDUII ll - ADJUSTED CULVERT AND DITCH El.EV.

BY DATE REVISIONS

~~ ~~ ~~ -'-' -'-' -'-' ww ww ww

~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ........ .... .... .... .... -'-' ........ ...J...J ........ ...J_J .... .... ww ww ww ww ww ww ww ww ww

24+00 28+00 32+00

RUNWAY PROFILE H SCALE: 1"=150' (FULL SIZE) V SCALE: 1"= 7.5' (FULL SIZE)

STATE OF ALASKA


AND PUil~IC FACILITIES CENTRAL REGION'

~~ ~~ ~~ ~~ ~~ ~~ ~ -'-' -l..J -'-' -'-' -'-' ........ .... ww ww ww ww ww ww w

36+00


DIWNGHAM RUNWAY REH.ABIUTATION PROJECT NO. 53424

AlP No. 3-02-0078-1003 PLAN AND PROFlLE

AS-BUILT

SHEET I 4R OF

I 23

12/2005 4 OF 32

Oo42%

Oo Or-. + 0

;!Xi Ul~ ~> en CD PVI STA = 43+00

PVI ELEV = 88o53 - 400o00' vc -

: : : : : APPROXIMATE SEWI::R

RUNWAY PLAN SCALE: 1 "=150' (FULL SIZE)

80 •••. : ..•••• ; •• o o o o; o o o o o o=oro o o ~0 o o~l;l! J.[JJWot::. ol.QC~1lQ~ ••• ...... · ............ . • 0

..... ·:· ..... ~- ........... ·:· ..... ·=· .... . -Oo54% . . . . . .. . . . . .. . . . . . . . : . . . . :

. . .. . . . . .. 70 • 0 0 0~ 0 0 • 0 0 •o• 0 • 0 0 • : •••••• ' ••••• •o• ... 0 0 '0 •••••• 0 0 ••• o:• •••• 0

. . ······-:······.······

" IXJ 0 1'-IXJ O<'l tnl'-tO <D r-: r-: r-: r-: IXJ IXJ IXJ IXJ IXJ IXJ

GJGJ -'-' ww

~~- ~~ ww ww

40+00

0 tD coo mo r'tci r'a:i IXJIXJ IXJIXJ

GJGJ -'-' ww

IXJ 1'-IXJ r-:r-: IXJIXJ

GJGJ -'-' ww

44+00

GJGJ -'-' ww

1'-Cl tOtO IXJIXJ

GJGJ -'-' ww

BY DATE

~ Cl ~ 0 It) " ~oo -N w~ ON ~w m~ ~~

~~ ~~ ~~ ~~ ~~ N~ NN IXJIXJ IXJIXJ IXJIXJ IXJIXJ IXJIXJ IXJIXJ IXJIXJ

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

48+00 52+00

AS-BUILT

REVISIONS

<'l IXJ 0>0 -.l;-.l; .....=N IXJIXJ IXJIXJ

GJGJ -'-' ww

GJGJ -'-' ww

~ IXJO> oo IXJIXJ

GJGJ -'-' ww

Cl It) tD ~~ IXJIXJ C'jf'") IXJI'-00 mm aim tcitci IXJIXJ "" "" "" GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

~)<ISTIN? GRO~D • • • • .. • ·:· ••••• ~ •••••• z ••••• ...........

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

..............................................

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

GJGJ -'-' ww

N tt)!D

a:itci <DID

56+00 60+00 64+00 68+00 72+00 76+00

RUNWAY PROFILE H SCALE: 1"=150' (FULL SIZE) V SCALE: 1 "= 7o5' (FULL SIZE)

STATE OF ALASKA



DILLINGHAM AIRPORT DILLINGHAM, ALASKA

DILLINGHAM RUNWAY REHABILITATION PROJECT NO. 53424 .

AlP No. 3-02-0078-1003

PLAN AND PROFILE

AS-BUILT

~·

. //: I

/

I

5

SHEET

/ OF

/23 12/2005 5 OF 32

--

1\

CONSTRUCTION LIMITS 75' TEMP. RUNWAY

TEMPORARY EDGE

TEMPORARY REFLECTIVE MARKER, TYPE II

RUNWAY TYPICAL SCHEMATIC PHASE 1

SEE SHEET 9 FOR TYPICAL SECTION DETAILS

BY DATE REVISIONS

Lj_'_L_jL ~ ~ ....... ........... ...... ,

·,,

25'

EXISTING EDGE LIGHT

............... '\

I I I I

I / I 1 I I I I

\ /_; ~...--

'. -- ,__...,---~. '{\~ ~,i ) \',~---/ \I

NOTES

PHASE 1 SCOPE: PAVE BLAST PAD STA.9+00 - 11+00 AND STA.75+00 - 77+00, 150' WIDE. WEST 1/2 OF RUNWAY 1-19 IS CLOSED FROM STA.11+00 TO STA.75+00. CONSTRUCT RSA EMBANKMENT ON WEST SIDE, STA.B+OO TO 50+00. INSTALL TEMPORARY THRESHOLD LIGHTING, R/W EDGE LIGHTING, AND MARKINGS. Tt\JI.IWAY 'B' OPEN, Tt\JI.IWAY 'A' CLOSED (UPON COMPUEnON OF PAVING ON T/W 'A', CLOSE T/W 'B', OPEN T/W 'A' AND PAVE T/W 'B').

LEGEND

ALL MEN, EQUIPMENT, AND MATERIALS SHALL REMAIN A MINIMUM OF 1 00' FROM RUNWAY CENTERLINE DURING ALL AIR OPERATIONS. THE CONTRACTOR MAY WORK WITHIN 100' OF THE ACTIVE RUNWAY CENTERLINE BETWEEN THE HOURS OF 9:00 PM AND 7:00 AM. DURING THIS TIME THE CONTRACTOR SHALL REMAIN CLEAR OF THE RUNWAY AND SHALL MOVE 100' FROM CENTERLINE FOR ANY AIRCRAFT LANDING OR DEPARTURE. THE AREA WITHIN 100' OF THE ACTIVE RUNWAY CENTERLINE SHALL BE GRADED SMOOTH AT THE END OF EACH NIGHTTIME CONSTRUCTION SHIFT. ALL MEN, EQUIPMENT, AND MATERIALS SHALL MOVE TO A MINIMUM OF 250' FROM RUNWAY CENTERLINE DURING ALL JET OR OTHER DESIGN GROUP Ill AIRCRAFT OPERATIONS. MOVING EQUIPMENT FOR AIRCRAFT LANDINGS AND DEPARTURES IS INCIDENTAL TO OTHER CONTRACT ITEMS AND THUS NO SEPARATE PAYMENT WILL BE MADE.

~ BLAST PAD PAVEMENT

f. :;/~;j )(~:~.J NEW RUNWAY PAVEMENT

THE CONTRACTOR SHALL MAINTAIN CLOSED RUNWAY MARKINGS, AS SHOWN ON THE PLANS, DURING CONSTRUCTION PERIODS.

PROVIDE FLAGMAN DURING HAUL OPERATIONS AT LOCATIONS ON PLANS OR AS DIRECTED BY ENGINEER WITH A RADIO TO MONITOR COMMON TRAFFIC ADVISORY FREQUENCY AND ANCHORAGE TRAFFIC CONTROL CENTER FREQUENCY, AND ADVISE FSS AND CONSTRUCTION EQUIPMENT OPERATORS AT ALL TIMES DURING CONSTRUCTION. ALL MEN AND EQUIPMENT WORKING WITHIN THE RUNWAY OR Tt\JI.IWAY SAFETY AREAS SHALL REMAIN IN CONSTANT RADIO CONTACT WITH THE FLAGMAN.

STORAGE OF EQUIPMENT OR MATERIALS ON THE RUNWAY, T/>:XIWAY, APRON, OR SAFETY AREAS WILL NOT BE ALLOWED.

EQUIPMENT WILL NOT BE ALLOWED OUTSIDE OF FOOTPRINT OF THE PROJECT, EXCEPT ON EXISTING ROADS.

SEE SECTION 80 OF THE SPECIFICATIONS FOR LIMITATIONS AND OPERATIONAL SAFETY CONCERNS.

• 0

• • • X

0 0

~

t=u

STATE OF ALASKA




DILLINGHAM RUNWAY REHABILITATION PROJECT NO. 53424

AlP No. 3-02-0078-1003 Phase 1

SAFETY PLAN

AS-BUILT

NEW SAFETY AREA EMBANKMENT

EXISTING PAVEMENT

HAUL ROUTES

INDICATES CLOSED RUNWAY OR TAXIWAY SECTION

TEMPORARY R/W LIGHTS

TEMPORARY R/W THRESHOLD LIGHTS

FLAGMAN LOCATIONS

12/2005 6 OF 32

l

!

~

~ 'l ~

"' ~ ~ ~

~

25'

\._)

CONSTRUCTION LIMITS

TEMPORARY EDGE LIGHT TEMPORARY REFLECTIVE MARKER, TYPE II

RUNWAY TYPICAL SCHEMATIC PHASE 2

SEE SHEET 9 FOR TYPICAL SECTION DETAILS

~-2..-o<;. AS-BUlL T

BY DATE

EMBANKMENT

REVISIONS

LL _l_ _j ~-~·--~ [ "I ,

Ll ~· .:.. t - - - - - ~~

''~~ ~·"'"-'-'='i-"·~• L(.f"";-!

........ "

\I 0 ~ I

LEGEND

NOTES

PHASE 2 SCOPE: EAST 1/2 OF RUNWAY 1-19 CLOSED FROM STA.11+00 TO STA.75+00. CONSTRUCT RSA EMBANKMENT ON EAST SIDE, STA.8+00 TO 44+00. INSTALL TEMPORARY THRESHOLD LIGHTING, R/W EDGE LIGHTING, AND MARKINGS. Tf!IJ(IWAY 'A' OPEN AND Tf!IJ(IWAY 'B' CLOSED.

ALL MEN, EQUIPMENT, AND MATERIALS SHALL REMAIN A MINIMUM OF 1 00' FROM RUNWAY CENTERLINE DURING ALL AIR OPERATIONS. THE CONTRACTOR MAY WORK WITHIN 1 00' OF THE ACTIVE RUNWAY CENTERLINE BETWEEN THE HOURS OF 9:00 PM AND 7:00 AM. DURING THIS TIME THE CONTRACTOR SHALL REMAIN CLEAR OF THE RUNWAY AND SHALL MOVE 1 00' FROM CENTERLINE FOR ANY AIRCRAFT LANDING OR DEPARTURE. THE AREA WITHIN 100' OF THE ACTIVE RUNWAY CENTERLINE SHALL BE GRADED SMOOTH AT THE END OF EACH NIGHTTIME CONSTRUCTION SHIFT. ALL MEN, EQUIPMENT, AND MATERIALS SHALL MOVE TO A MINIMUM OF 250' FROM RUNWAY CENTERLINE DURING ALL JET OR OTHER DESIGN GROUP Ill AIRCRAFT OPERATIONS. MOVING EQUIPMENT FOR AIRCRAFT LANDINGS AND DEPARTURES IS INCIDENTAL TO OTHER CONTRACT ITEMS AND THUS NO SEPARATE PAYMENT WILL BE MADE.

THE CONTRACTOR SHALL MAINTAIN CLOSED RUNWAY MARKINGS, AS SHOWN ON THE PLANS, DURING CONSTRUCTION PERIODS.

PROVIDE FLAGMAN DURING HAUL OPERATIONS AT LOCATIONS ON PLANS OR AS DIRECTED BY ENGINEER WITH A RADIO TO MONITOR COMMON TRAFFIC ADVISORY FREQUENCY AND ANCHORAGE TRAFFIC CONTROL CENTER FREQUENCY, AND ADVISE FSS AND CONSTRUCTION EQUIPMENT OPERATORS AT ALL TIMES DURING CONSTRUCTION. ALL MEN AND EQUIPMENT WORKING WITHIN THE RUNWAY OR Tf!IJ(IWAY SAFETY AREAS SHALL REMAIN IN CONSTANT RADIO CONTACT WITH THE FLAGMAN.

STORAGE OF EQUIPMENT OR MATERIALS ON THE RUNWAY, Tf!IJ(IWAY, APRON, OR SAFETY AREAS WILL NOT BE ALLOWED.

EQUIPMENT WILL NOT BE ALLOWED OUTSIDE OF FOOTPRINT OF THE PROJECT, EXCEPT ON EXISTING ROADS.

SEE SECTION BO OF THE SPECIFICATIONS FOR LIMITATIONS AND OPERATIONAL SAFETY CONCERNS.

• 0

~ I.:;~;-~;~)(<·~ :1

• • X

0

ti

Fu

• 0

STATE OF ALASKA





AlP No. 3-02-0078-1003

Phase 2 SAFETY PLAN

AS-BUILT

BLAST PAD PAVEMENT

NEW RUNWAY PAVEMENT

NEW SAFETY AREA EMBANKMENT

EXISTING PAVEMENT

HAUL ROUTES

INDICATES CLOSED RUNWAY OR TAXIWAY SECTION

TEMPORARY R/W LIGHTS

TEMPORARY R/W THRESHOLD LIGHTS

FLAGMAN LOCATIONS

OF

/23 12/2005 7 OF 32

SAW CUT EXISTING PAVEMENT

$-z..Ob AS-BUILT

BY DATE

I 1 i; ,, '

''· /'/ I/

//

REVlSIONS

I I

I

I

I I

I

/

I /

I /

~-

!_ /

·-...... ......... /

/

STATE OF ALASKA



--------1

DILLINGHAM AIRPORT DIWNGHAM, AlASKA

DIWNGHAM RUNWAY REHABILITATION PROJECT NO. 53424

AlP No. 3-02-0078-1003 PAVEMENT REMOVAL PLAN AS-BUILT 12/2005

I I

I : (

L L---; I

SHEET

/ 8

8 OF 32

SEEDING UMIT VARIES

SEEDING LIMIT VARIES

65'

I I I

10' 75'

/'----EXISTING GROUND

I I

'I--EMBANKMENT I

I

"- I ..,_,1

65'

I I I

10'

SAFETY AREA & STA.08+15 TO STA.09+00

75'

.3" BITUMINOUS PAVEMENT

1'---- EXISTING GROUND

I I

'I--EMBANKMENT I

15D'

PROFILE GRADE POINT SEE NOTE .3.

FINISH GRADE

I I I I I

. \. I EMBANKMENT~

150'

PROFILE GRADE POINT SEE NOTE .3 •

FINISH GRADE

I I I I I I

-.... \ I

EMBANKMENT y -.... \ \

SEEDING .UMIT VARIES

'------"'-............ ___ __../


I

"- I ..,_,I

SAFETY AREA &sTA.09+00 TO STA.11+00

'------......................

SEEDING LIMIT VARIES 65'

I I

10' 75'

~~EXISTING GROUND I

3' I I ',-J ', I

~, 'I--EMBANKMENT

' I ', I

', I Jf ..,_,1 ~

150'

PROFILE GRADE POINT SEE NOTE 3.

SEE NOTE 1.

RUNWAY 1-19 STA. 13+00 TO STA.23+25 STA.27+65 TO STA.33+80 STA.38+20 TO STA.44+00

AS-BUlL T

ADJUSTED STATIONS, ADDED 51£ET 9a

I I I I I I \

EMBANKMENT .Y-\ \ '-

BY DATE REVISIONS


__../ /

I I

I I

I


---

65'

I I I I

10'

15' 10'

75'

4" BITUMINOUS PAVEMENT

RUNWAY 1-19 STA.44+00 TO STA.50+00

75'


100'

100'

FINISH GRADE

1'---- EXISTING GROUND

'

NOTES:

RUNWAY 1-19 STA.50+00 TO STA.73+00

1. SURFACED WITH APPROXIMATELY 2" OF RECYCLED ASPHALT PAVEMENT.

2. REFER TO SPECIFICATION P-160.

3. PROFILE GRADE POINT IS LOCATED APPROXIMATELY 2" ABOVE THE EXISTING SURFACE.

4. ALL EXISTING PAVEMENT SHALL BE RECLAIMED TO A DEPTH SUCH THAT A MIXTURE OF 50% EXISTING SUBBASE AND 50% PAVEMENT IS ACHIEVED.

5. STRIP ORGANIC MATERIAL FROM EXISTING SLOPES BEFORE CONSTRUCTING EMBANKMENT AGAINST IT.


r- SEE NOTE 1.

I I I I I I I I I I I I I I I I I I I

r- SEE NOTE 1.

I I I I I I I I

STATE OF ALASKA


AND PUBLIC FACILiTIES -CENTRAL REGION

DIWNGHAM RUNWAY REHABIUTAllON PROJECT NO. 53424

AlP No. 3-02-0078-1003 TYPICAL PAVING SECTIONS

AS-BUILT 12/2005

SHEET /

9R OF

/23 9 OF 32

. ~·

]

SEEDING UMIT VARIES 65'

I I

10'

75' 150'



---

RUNWAY 1 - 19 STA.23+25 TO STA.27+65 STA.33+80 TO STA.38+20

75' 150'

1.5% -=



:"-----EXISTING GROUND I

I I I I I I

3' J

r----1,, I ~ , ~EMBANKMENT ' I ', I

', ! '-' RUNWAY 1-19

STA. 11+00 TO STA. 13+00

,!;"-2--0C, AS-BUlL T

&· UGT 6/0J/OJ ADOOOUll 11 - ADDED THIS SHEET (9a)

BY DAlE REVISIONS

\

EMBANKMENT .Y-\ \

SEEDING UMIT VARIES

_,_./ I

I I

I

SEEDING UMIT VARIES I

'---------... '"

~--1

15' 10' 75'


100'

FINISH GRADE

NOTE 1.

I I I I

:: ::: ~7-\-.::. -.::. -.::. EXISTING PAVEMENT \_ RECLAIMING DEPTH

SEE NOTE 2 AND 4.

/'-....___ EXISTING GROUND I I RUNWAY l- 19

STA.73+00 TO STA.75+00 I I I I ,

15' 10' 75'


100'

FINISH GRADE

I I I I I I I I I I I I I I

,- SEE NOTE 1.

I I I I

f'-....___ EXISTING GROUND I I

SAFETY AREA STA.75+00 TO STA.77+00

I I I I I I I I I I \ \ \ \ I

I I I I I I I

\

I I I I

NOTES: 1. SURFACED WITH APPROXIMATaY 2" OF RECYCLED ASPHALT PAVEMENT.


3. PROFILE GRADE POINT IS LOCATED APPROXIMATaY 2" ABOVE THE EXISTING SURFACE.


5. STRIP ORGANIC MATERIAL FROM EXISTING SLOPES BEFORE CONSTRUCTING EI.IBANKMENT.

STATE OF ALASKA


AND PUBLIC FACILITIES CENTRAL REGtQN



AlP No. 3-02-0078-1003

TYPiCAL PAVING SECTIONS AS-BUILT

I I I \

SHEET I 9a

---1- - ·- -1---·

TAXIWAY "A" PLAN NOT TO SCALE

~--80 o ~ a • • 80 "' .o "'

. ., ·1'"1

"' "! •<=! Cl

• ~ EXISTING c-i ·;;; .;;; •ci

"' "' ·"' • GROUND

~ :~ :~ :~ :~ 00+00 01+00 02+00 03+00

TAXIWAY "A" PROFILE NOT TO SCALE

NOTES: 1. SURFACED WITH APPROXIMATELY 2" OF RECYCLED ASPHALT PAVEMENT.



~ _2 _0 ,;, AS-BUlL T

BY DATE

80 "' <0 .; "' ~ UJ

00+00

Rf.YISIONS

5Joo-t __.-------------............ , - --------=----=-,....__-,~-------=.

1 ~ // < I / \ \ T~ !/

\ \ 4£00 ror' (' / SAWCUT EXISTING PAVEMENT

. ----------- ', ··,

\, I I AND MATCH EXISTING GRADE i i AT STA.o3-Hie:" ,, (,!.• I i - ' 0~ · ·· I I j I ' 0 l 3 DO II ;. ,, c 0 u 0 ,,

I zlaa

STA. 33+80,

250.00' LT\ ., J.::: 0 o 0 o<·

~ \~STA.3B+20, 25D.OO'LT

R=175' cC~ • • /.~LO~t.1:_ -

'.... . . ,'------------------------~L~P~ ~1.1~-~ •• R~175~/ I

----------------- / /

1Jaa . I ',

.,_ -------------·

- - -1-----_35_aa T ~0 - -1----f _ -I------"40"-JtOO _

TAXIWAY "8" PLAN NOT TO SCALE

/

I I

I I

I /

25' 45'

T/W It

~-~-~:ECLAIMING DEPlH

SEE NOTE 2 AND 3.

TAXIWAY TYPICAL SECTION TAXIWAY "A", STA. 00+75 TO 01+00 TAXIWAY "8", STA. 00+75 TO 03+00

-SEE NOTE 1.

I \

'

R/W <t

T/W "A" - 200' 1---------T/W "B"- 3oo·--------l

·<0 I') ..... :~ ;~ ·lll "' ~ '"! .... ;~ :n •N ·- -;;; "' "' "' "' ·~ ~~ :~ :~ -~ :~ •"' ;"' ;"' •"' ,UJ UJ

01+00 02+00 03+00

TAXIWAY "8" PROFILE NOT TO SCALE

-••... ,-,._ 80

04+00

STATE OF ALASKA




75' /


1.5% --= ...... .

SAW CUT AND MATCH EXISTING GRADE, TACK COAT JOINT.

TYPICAL T/W TRANSITION SECTION NOT TO SC.Al.E


DILLINGHAM RUNWAY REHABIUTATION PROJECT NO. 53424

AlP No. 3-02-0078-1003 Tp.j(IWAY PLAN AND PROFILE

TYPICALS

AS-BUILT 12-2005

SHEET /

10

10 OF 32

• f' --~------------------------================================~--Point Station Offset Elevation

1 24+92.71 200.00 80.19 2 25+45.00 200.00 80.93 3 25+97.29 200.00 80.26 4 24+68.61 150.00 80.28 5 24+95.00 150.00 80.62 6 25+45.00 150.00 80.95 7 24+95.00 150.00 80.64 8 26+21.39 150.00 80.42 9 24+45.00 122.62 80.36

10 26+45.00 122.62 80.78 11 24+15.14 100.00 80.38 12 24+45.00 100.00 80.90 13 24+95.00 100.00 80.97 14 25+45.00 100.00 81.05 15 24+95.00 100.00 80.89 16 26+45.00 100.00 80.85 17 26+74.86 100.00 80.83 18 23+95.00 89.61 81.13 19 26+95.00 89.61 81.62 20 23+25.00 75.00 81.10 21 23+95.00 75.00 81.20 22 24+45.00 75.00 81.27 23 24+95.00 75.00 81.34 24 25+45.00 75.00 81.42 25 24+95.00 75.00 81.51 26 26+45.00 75.00 81.60 27 26+95.00 75.00 81.70 28 28+00.00 75.00 81.92

. . . . ...... . . . . . . . . . . . .

------------61---------

r-.,

• I \

20 I. I I

1/ • I If

1/ II

II II ;,

I . I I ,I 'I il

I I I I

1/ I I

I I I.J

1; I I

It I 1

It It

0

I I /;

I; I I

I I ·, I

It ~ ~~-18 I 1 • II U1

I; 0 I ~

21

&

22 23 124

I

l I

I I

25

r-., I I L- ~

26 27

r-.,

• 28

:I II

_' -------~----- 2_5t0Q_j__· ---+-R~NWA_!1-1~C/L --i ------TAXIWAY "A"

~ $-.,_,.0(. AS BUlL T

& JIB 6/03/03 ~ 11 - ADJUSTED ELEVATION

BY DAlE RF:VISIONS

STATE OF ALASKA


AND PUBLIC FACILITIES CENTRAL REGION:


DILLINGHAM RUNWAY REHABIUTA110N PROJECT NO. 53424

AlP No. 3-02-0078-1003

TAXIWAY 'A' GRADING PI.Atf

AS-BUILT

SHEET I 11R

OF 1 23~ 12/2005 11 OF 32

Point Station 1 35+55.00 2 36+00.00 3 36+45.00 4 35+55.00 5 36+00.00 6 36+45.00 7 35+47.71 8 36+00.00 9 36+52.29

10 35+23.61 11 35+50.00 12 36+00.00 13 36+50.00 14 36+76.39 15 35+00.00 16 37+00.00 17 34+70.14 18 35+00.00 19 35+50.00 20 36+00.00 21 36+50.00 22 37+00.00 23 37+29.86 24 34+50.00 25 37+50.00 26 33+50.00 27 34+50.00 28' 35+00.00 29 35+50.00 30 36+00.00 31 36+50.00 32 37+00.00 33 37+50.00 34 38+50.00

Offset 300.00 300.00 300.00 250.00 250.00 250.00 200.00 200.00 200.00 150.00 150.00 150.00 150.00 150.00 122.62 122.62 100.00 100.00 100.00 100.00 100.00 100.00 100.00 89.61 89.61 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00

..

Elevation 80.51 81.23 80.70 81.29 81.96 81.29 81.86 82.68 81.86 82.25 82.65 83.40 82.65 82.25 82.05 82.98 82.72 83.22 83.94 84.12 84.08 84.04 83.14 83;16 84.39 83.53 83.89 84.09 84.29 84.49 84.70 84.91 85.12 85.54.

........ --...........

·-----------------------------------------

. - - - - - -- - - - -r·-=---=;-

... ~-· ::~f.~ --~···

i '. ~· I '.

26

.....

______ ..... ------·-..

. -· -·

~.:: 24

~~ 27

/

/ /

/ /

//

_,./ ..........

/

i

. ~ /I ,,

.I !I

I I ., II ,, I

/I

f

/

I , .. If

I· I .'

I , / ,'

/ .' /

/ I

28

/

••• .· / ·.··

• I ...... -~ ..

I'.

I J I l

i -, I

·::e-.:. I'.

'

\i i

i /

/ / '

1.52% 11

29

m 0 1/}

m E:@) E3QE3 ~

ri ' !!. 1.49~ I

1.49% --..- 5

I [i., {' r-·

~ _1_1 l I \ \ j I \ I 1..56%--- a'·---'

I r~ ----------- 1.50% 12 1.50% --

;;,._.:~~ :: .. :: .. ! . ·. ·~

30 31 32 33 34

+ I

I L; _r=i + \ ..... ) \.--.) . l RUNWA ----------~---------~j •.J --: _· .. --~~------- I _____ Y_1-19 ~~~-1--~----------!--------

TAXIWAY'B'

1\ -l,r •'2. -<>'- AS-BUlL T

I 1 \ JNB 6/03/03 AiiilENotJII_,,.- ADJUS1Ell ELEVATION ANO GRADE

BY DATE REVISIONS

STATE OF ALASKA


AND PUBLIC FACILITIES CENTRAL REGION.



AlP Na. 3-02-0078-1003

T/I:I..IWAY '8' GRADING PLAN

AS-BUILT

/ i

SHEET /

12R OF

/23-12/2005 12 OF 32

30'

l 126.5'

R/W ~

-j I

30' D D II D o-FUTURE PAPI BOXES

1_~--------t---------~

24' 30' 30'

l I ,---f-'"

--..._ ..._ ..._

PAPI PAD PLAN OOT TO SCALE

30'

163'

I /FUTURE

0 PAPI BOXES

D

W2IE.;

126.5'

R/W ~

1. PAP! PAD IS AT STATION 19+37.66.

PAPI PAD PROFILE OOT TO SCALE

1'

PAPI PAD TYPICAL

~-'Z_-<>b AS-BUlL T

~1!-- --2 -

EXISllNG GROUND

Jill 6/0J/OJ AOOelllU #1 - LJ'D/\1~ l'I'PICAI..

BY DATE REVISIONS

. ~...=;;,.--------- .

,srA. 4+85.11 ~ OFFSETa90.67' RT /

.~/ Of'F'!\ETz54.04'. RT ~'-.... STA. 5+05.38

APRON REPAIR PLAN OOT TO SCALE

1. SEE APRON GRADING PLAN SI£ETS FOR LAYOUT DETAILS.

2. APRON WORK PAID FOR BY PAY ITEM P-160a.

3. STATION AND OFFSET ARE BASEO ON CLOSEST TAXIWAY ALIGNI.ENT.

VARIES

NEW 3• BffiJMINOUS PAVEMENT

APRON REPAIR TYPICAL SECTION OOT TO SCALE

STATE OF ALASKA


AND PUBLIC FACILITIES CENTRAL REGION·

RECYCLED ASPHALT PAVEMENT, & AS NEEDED, IN REPAIR AREA


DIWNGHAM RUNWAY REHABIUTAllON PROJECT NO. 53424

AlP No. 3-02-0078-1003 PAPI LAYOUT DETAILS

APRON REPAIR PLAN AND lYPICAL

AS-BUILT

TACK COAT JOINT (TYP.)

12/2005

SHEET I 13R

OF

123 13 OF 32

Polnt Station Offset 1 5+98.59 33.73 2 6+07.98 54.18 3 6+16.32 72.36 4 6+24.66 90.53 5 6+33.00 108.71 6 6+41.34 126.89 I 6+51.92 149.94 8 5+80.42 42.07 9 5+89.80 62.52

10 5+98.14 80.70 11 6+06.48 98.87 12 6+14.82 117.05 13 6+23.16 135.23 14 6+33.74 158.28 15 5+62.24 50.41 16 5+71.62 70.86 17 5+79.96 80.04 18 5+88.30 107.21 19 5+96.65 125.39 20 6+04.99 143.57 21 6+15.57 166.63 22 5+44.06 58.75 23 5+53.44 79.20 24 5+61.79 97.38 25 5+70.13 115.56 26 5+78.47 133.73 27 5+86.81 151.91 28 5+97.39 174.97 29 5+25.88 67.09 30 5+35.27 87.54 31 5+43.61 105.72 32 5+51.95 123.90 33 5+60.29 142.07 34 5+68.63 160.25 35 5+79.21 183.31 36 5+07.71 75.43 37 5+17.09 95.88 38 5+25.43 114.06 39 5+33.77 132.24 40 5+42.11 150.42 41 5+50.45 168.49 42 5+61.03 191.65 43 4+89.53 83.77 44 4+98.91 104.22 45 5+07.25 122.40 41'; 5+15.59 140.58 47 5+23.93 158.76 4R 5+32.28 176.93 40 5+42.85 199.99 50 4+81.36 87.52 51 4+95.47 105.80 52 5+05.03 123.42 S'i 5+10.86 142.75 S4 5+15.42 162.67 55 5+15.49 184.64 56 5+24.68 208.33 57 5+15.38 212.60

Elevation 80.63 80.65 80.69 80.72 80.74 80.80 80.90 80.61 80.62 80.61 80.61 80.65 80.74 80.85 80.57 80.53 80.51 80.51 80.57 80.67 80.85 80.53 80.48 80.44 80.40 80.53 80.67 80.85 80.49 80.44 80.38 80.30 80.50 80.69 80.88 80.45 80.36 80.28 80.20 80.39 80.59 80.93 80.23 80.21 80.18 80.10 80.34 80.58 80.89 80.05 80.14 80.14 80.07 80.28 80.47 80.76 80.69

6:·2.-Z>b AS-BUlL T

BY DATE

~ I \

j

~/ -\

_:,,L ~~"'· I'.

REVISIONS

7 __]_ (]\] I

<c

~ s X

~

6 __]_ 00 I

5+00

4+00 I

--~-/~-

SAWCUT EXISTING PAVEMENT AND MATCH EXISTING GRADE.

7

/

NOTE: LOW AREAS ON APRON SHALL BE FIELD VERIFIED.

STATE OF ALASKA





AlP No. 3-02-0078-1003 APRON GRADING PLAN, TAXIWAY 'A'

AS-BUILT

SHEET I 14

OF

123 12/2005 14 OF 32

Point Station Offset Elevation

1 4+91.46 130.90 79.03 2 6+02.60 17.50 79.31 3 4+62.89 93.92 78.92 4 5+08.57 47.31 79.30 5 5+15.74 23.65 78.88 6 4+41.11 76.00 79.02 7 4+93.35 34.26 78.95 8 5+40.38 73.40 78.80 9 5+05.38 54.04 78.78 10 5+13.20 81.22 78.60 11 4+85.11 90.67 78.58 12 4+97.91 108.85 78.44 13 5+08.09 131.76 78.53

::¥:: 1\

REVISIONS

··············· .... * -~

\ \ \

\

\ \

I ::$:: ,,

7+00 ro

~(~ ·---../

NOTE:

1. CONTOURS ARE FINISHED GRADE AND FOR INFORMATION PURPOSES ONLY.

2. LOW AREAS ON APRON SHALL BE FIELD VERIFIED.

STATE OF ALASKA





AlP No. 3-02-0078-1 003

APRON GRADING PLAN, TAXIWAY '8' AS-BUILT 12/2005

SHEET /

15 OF

15 OF 32 /23

0 0 +

10'

30'

72'

S££ TYPICAL EN!J ,....,---sTRIP(NC, DETAIL

3'

ISO' 40'

3'

.

100'

EDGE OF PAVEMENT

t:IQIES;

1. All RUNWAY MARKINGS ARE WHITE EXCEPT CHEVRONS.

2. CHEVRONS ARE YElLOW AND AT A 45' ANGLE TO THE RUNWAY CENTERUNE.

3. CENTERUNE STRIPE IS TYPICALlY 120 FT. IN LENGTH, EXCEPT WHERE THEY WILL BE 150 FT. IN LENGTH AT STA. 44+10 TO STA. 45+60 AND STA. 46+40 TO STA. 47+90.

4. All PERMANENT MARKINGS ARE REQUIRED TO HAVE GU.SS BEADS.

C-:z.-Ot.. AS-BUll T

BY DATE REVISIONS

1000'

I.S'

~

120' 80'

RUNWAY 1 MARKING NO SCALE

1000'

144'

RUNWAY 19 MARKING NO SCALE

,,,,,,,,,,,,, ---~ OF 4( 1'••

.:-{.'l-_\····~·······.~J'~'·,

{*~:···.!!.!!! . J7tr.)\ , .. ~]\, .. .~~:., ~ i. Tom J. Schmid :".IS .f

111 GJ:~·-.. No. CE-9973_.-'~3' D ,, . .·ct; -\ ...... -~i~.;;z.·

'''''''""'.::. ... o

eo•

144'

EDGE OF PAVEMENT 150'

~

~ l . -----__ l_---- ------------------

:~====

--+--r -~ t

120' 100'

3' -.~

TYPICAL END STRIPING THRESHOLD BARS ARE 150' LONG. 5'-9" WIDE 5'-9" APART

CENTER GAP IS 11'-6"

·-J" , -~ -' !:"'

40' ISO'

10' SET TYPICAL fND STRIPING DETAIL

STATE OF ALASKA



g + i!!


DIWNGHAM RUNWAY REHABILITATION PROJECT NO. 53424

AlP No. 3-02-0078-1003

RUNWAY MARKING DETAILS

AS-BUILT 12/2005

SHEET /

16

16 OF 32

I , v·· ,~,~ I v··l

----;L[o~= '~ "~i-D-IC-ULA-R-TO-RUNWAY CENTERUNE AND EXTEND 75' EITHER SIDE OF THE RUNWAY CENTERUNE FROM STA.11+00 TO STA. 75+00.

NOTES:

GROOVING DETAIL NO SCALE

CLOSED RUNWAY MARKER

EDGE OF PAVEMENT

NO SCALE

6" Tfo:I.IWAY EDGE STRIPES, YEUOW, WITH 6" SPACING BETWEEN UNES

TAXIWAY EDGE MARKING NO SCALE

1. ALL PERMANENT MARKINGS ARE REQUIRED TO HAVE GLASS BEADS.

2. CENTER ALL NUMBERS ACROSS THE RUNWAY CENTERUNE, MEASURING TO THE ~ OF THE NUMERALS.

R/W 19 NUMERAL DETAIL NO SCALE

AJRCRAFT HOLDING SIDE

3. TEMPORARY Tfo:l.rNAY CLOSURE MARKER IS ONE HALF THE SIZE, DIMENSIONALLY, OF THE RUNWAY CLOSURE MARKER.

5'

R/W 1 NUMERAL DETAIL NO SCALE

2"~ STRIPE, YELLOW

WIDTH OF PAVEMENT

T/W HOLDING UNE STA. 2+50

STA. 23+25 223.00 LT

--

END T/W "A" & "B" STRIPE T/W STA.5+15

STA. 27+65 223.00 LT

PLAN

STA. 33+80 223.00 LT

SCALE: 1"=200'

========

STA. 38+20 223.00 LT

~o ~c ruw ~ru

~~ ID~ ~¢ ............. ~& .................. ., .. ~ .................. ii ............. ~< ~~ ~~ ~~ ~~

I I I I

3t~

L~~ ~ ~ -~~~ 1~------ 200' ----.. -11 ~--1-•e----- 200' ------1·

b In N

3,~ ;;;;;;;;;;;;;=~---~;;~ ........ RU·NW-AY-CENTER ___ u,;NE~ .... .;;;;;~~~==~;;;;;;;;;; 4. MARKERS SHALL BE PLYWOOD PAJNTED YEUOW OR CONSTRUCTED OF YELLOW FABRIC.

5. MARKERS SHALL BE ANCHORED SECURELY TO GROUND. HOLDING POSITION MARKING DETAIL

6. TEMPORARY CLOSURE MARKERS ARE INCIDENTAL TO THE CONTRACT AND NO SEPERATE PAYMENT SHALL BE MADE. SEE GCP 70-09 AND 80-04.

&-2-6.1. AS-BUlL T

BY DATE

NO SCALE

REVISIONS

STATE OF ALASKA



TAXIWAY MARKING DETAILS NO SCALE


DIWNGHAM RUNWAY REHABIUTATlON PROJECT NO. 53424

AlP No. 3-02-0078-1003 RUNWAY AND TAXIWAY MARKING DETAILS

GROOVING DETAIL. AND CLOSED RUNWAY MARKER

AS-BUILT 12/2005

SHEET /

17

17 OF 32

01= 150'

·I,· "'l r L5.75'

It.5'! I 75'

l 075'1'

~ 10'

0 0 +

~

t:lQIES;

1. ALL RUNWAY MARKINGS ARE WHITE.

2. CENTERLINE STRIPE IS 1YPICALLY 120 FT. IN LIENGTH, EXCEPT WHERE THEY WIUL BE 150 FT. IN LIENGTH AT STA. 44+10 TO STA. 45+60 AND STA. 46+40 TO STA. 47+90.

3. TEMPORARY MARKINGS DO NOT REQUIRE GLASS BEADS.

100'

l -

15'

:r

5 -2.-b'- AS-BUlL T

BY DATE

120'

EDGE Or PAVEMENT

REVISIONS

-l 80'

.I~ ORIGINAL RUNWAY CENTERLINE

I 1000'

PHASE 1 TEMPORARY RUNWAY 1 MARKING

NO SCALE

___ ....:D::.:R'-='IGI=NAL RUNWAY CENTERLINE

EDGE Or PAVEMENT


NO SCALE

1-15'

r

80' 120'

l11·~oo· ij Jdl I. f.,. t 21' 11.5·n

1000'

STATE OF ALASKA



5.75'

150' 10'

""I

l

~ 10

0 0 + "' ....

~



AlP No. 3-02-0078-1003 PHASE 1 TEMPORARY


AS-BUILT

75'

j

SHEET /

18 OF /23

12/2005 18 OF 32

~~~

~ :B

~ ~ ~ 0

~ ~

v'

~ I

10'

lh= r 75'

l

0 0 +

g

5.75'

.r:n• rn

~II I. 150' J. ~ . 100'

10'

~

1. ALL RUNWAY MARKINGS ARE WHITE.

2. CENTERLINE STRIPE IS TYPICALLY 120 FT. IN LENG1H, EXCEPT WHERE TI-lEY WILl. BE 150 FT. IN LENGT!-l AT STA. 44+10 TO STA. 45+60 AND STA. 46+40 TO STA. 47+90.

3. TEMPORARY MARKINGS DO NOT REQUIRE GLASS BEADS.

J

AS-BUILT

BY DATE

EDGE OF PAVEMENT

120' -I. 80'

REVISIONS

1000'

1.5'

.I~ ORIGINAL RUNWAY CENTERLINE


NO SCALE


NO SCALE

STATE OF ALASKA



150'

15'

T 36'



AlP No. 3-02-0078-1003 PHASE 2 TEMPORARY


AS-BUILT

0 0

~

12/2005

SHEET I 19

OF

123 19 OF 32

OBSiRUCTION UGHT

UGHT RXTURE

HINGE

WIND CONE- 1 B"x 6'0" TO BE INTERNATIONAL ORANGE

SEE FOUNDATION DETAIL

RAISED WIND CONE NO SCALE

#6 AWG

LOWERED WIND CONE NO SCALE

15" DIA.,---./

CONNECT TO \.

/ GROUND ROD

EXISTING CONDUIT \.

L---lL~==~==~--~1 "

HEAVY DUlY NUTS

~..!1 __ _ RNISH GRADE

' ~T

1----- FOUNDATION

POLE MOUNTING DETAIL

/ /

/

2" ELECTRICAL CONDUIT ~

/ /

/

EXISTING GROUND~

ll--l-+---4-3/4"x 42" ANCHOR BOLTS ON 8" DIAMETER CIRCLE (STAINLESS STEEL)

36• "=} CRUSHED AGGREGATE BASE COURSE 1------"''---_____::(---l FOR LEVEUNG (6" MINIMUM)

FOUNDATION DETAILS NO SCALE

LIGHTED WIND CONE DETAILS

5 ·1 .. --t>b AS-BUlL T

BY DATE REVISIONS

. ~EXISTING PAID

\. \.

'\ \.

"\._.- .--- //}:=~ - - - - -- -------

STATE OF ALASKA



,[§],""' ~----AIRF·0RT LiGHT FiXTURE

\ I •I

SECTION

PLAN

WEED CONTROL DISK IS SPUT TO ENABLE PLACEMENT AROUND UGHT STEM.

WEED CONTROL DISK DETAIL



AlP No. 3-02-0078-1 003

LIGHTED WIND CONE AND FOUNDATION DETAILS WEED CONTROL DISK DETAIL

AS-BUILT

{ ·•

.5"1, 1YP 1.5"

+~ ~~----~~------~ ~ +

~ 3 1 /4"

" TOP GUSSET PLA1ES ONLY 3/4"

GUSSET PLATE •A• DETAIL GUSSET PLATE •s• DETAIL SPLICE PLATE DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE

SEGMENTED CIRCLE PANEL NOTES·

REMOVE EXISTING BARRELS,

'"""'~,.."~ ~ #

m

ES3ES3ES3m

SEGMENTED CIRCLE LAYOUT NOT TO SCALE

1. GRADING FOR INSTALLATION OF PANEL ASSEMBUES PER DErAIL IS INCIDENTAL TO 'THE CONTRACT AND NO SEPARA1E PAYMENT WILL BE MADE FOR 'THIS WORK.

2. ALL STRUCTURAL MEMBERS ARE 1 /8" 'THICK X 1.5" SQUARE, COLD ROLLED CARBON STEEL ASTM A426, CORNER WELDED, GALVANIZED (SIZE AS INDICA1ED ON DRAWING).

3. STRUCTURAL MEMBERS SHALL BE FAS1ENED TOGE'THER WITH 3/8" X 5" GALVANIZED GRADE 2 STEEL BOLTS WITH NUT AND 2-25!11 WASHERS EACH. GUSSET PLA1ES SHALL BE FAS1ENED TOGETHER WITH 3/8" X 3" GALVANIZED GRADE 2 STEEL BOLTS.

NEW UGH1ED WIND CONE

~

\

m

I

_('- 2.-1>'- AS-BUlL T

BY DAlE

E23

m z

m ~ (o

I<)

= ~

E23 E23 ll)

REVISIONS

4. PANEL SHALL BE 1 /8" 'THICK ALUMINUM, ASTM B209, PRE PUNCHED 0.5"!11 FOR FAS1ENERS AS INDICA1ED IN DRAWING. FAS1EN TO STRUCTURAL MEMBERS 'THROUGH LONGITUDINAL MEMBERS WITH 3/8" X 5" GALVANIZED GRADE 2 STEEL BOLTS WITH 0.5" DIAMETER WASHERS.

5. 'THE GUSSET PLA1ES SHALL BE FABRICATED FROM 1/4" STEEL PLATE, ASTM A36; GALVANIZED.

6. 'THE EXISTING SEGMENTED CIRCLE BARRELS SHALL BE REMOVED AND DISPOSED OF. 'THIS WORK SHALL BE INCIDENTAL TO 'THE CONTRACT AND NO SEPARATE PAYMENT SHALL BE MADE.

96"

• • •

GUSSET PLATE "A"

1/8" X 24" X 96" ALUMINUM SHEEr MOUNTED WITH 3/8" GALVANIZED STEEL BOLTS, TYP. (SEE NOTE 4)

• • • GUSSET PLATE "B" ---=:::::::::::::-#&._~~

BRIGHT ORANGE SCREENING COAT

FRONT VIEW

3/8" X 5" GALVANIZED STEEL BOLTS

1.5" X 8" X 1/4" GALVANIZED STEEL PLATE

1.5" SQUARE X 96" PERFORATED GALVANIZED STEEL TUBE, TYP. 3/8" X 3" GALVANIZED STEEL BOLTS PER GUSSET

SEGMENTED CIRCLE PANELS NOT TO SCALE

STATE OF ALASKA



1.5" SQUARE PERFORATED GALVANIZED STEEL PLATE

1----'~---------2.5" X 76" SQUARE

ss·

SIDE VIEW


DIWNGHAM RUNWAY REHABIUTAT!ON PROJECT NO. 53424

AlP No. 3-02-0078-1003 SEGMENTED CIRCLE PLAN AND DErAILS

PERFORA1ED GALVANIZED STEEL TUBE FOR STANCHION

2.5" X a• X 1/4" GALVANIZED STEEL PLATE

2.5" X sa• SQUARE PERFORA1ED GALVANIZED STEEL TUBE FOR T -BRACE

SHEET /

21

AS-BUlL T 12/2005 21 OF 32

GENERAL NOTES: 1.SILT FENCE SUPPORTS SHALL BE 2" PVC PIPE REINFORCED WITH IRON PIPE OR

#6 REBAR, 2" X 2" WOOD POSTS, OR AS APPROVED BY THE ENGINEER. 4. FILTER FABRIC SHALL BE HUNG TAUT, NOT LOOSE OR FOLDED.

5. THE CONTRACTOR SHALL INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT.

FOR USE IN WATER

1. SECURE THE ENDS OF SILT FENCE TO THE BANK.

2. INSTALLATION AND APPLICATION SHALL BE IN ACCORDANCE WITH THE PRACTICES AS OUTLINED IN THE EROSION AND SEDIMENT CONTROL PLAN.

2. SILT FENCE FRAMEWORK SHALL BE FINISHED 2" x 2" WOOD, 3" DIAMETER 6. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. WOOD, #6 REBAR WITH PVC SLEEVES, 3/4" IRON PIPE, OR OTHER POSTS CAPABLE

3. FILTER FABRIC END PIECES SHALL BE OVERLAPPED APPROX. 6" 7. DO NOT PLACE SILT FENCE ACROSS CREEKS OR STREAMS. OF SUPPORTING THE INSTALLATION, AS APPROVED BY THE ENGINEER.

AT FENCE SUPPORTS. 3. THE WIRE MESH SUPPORT SHALL BE WWF 6" x 6", W1 x W1 OR AS APPROVED BY THE ENGINEER. <t.

I I r---- A 4. FENCE ANCHORED IN STANDING WATER SHALL HAVE THE BOTTOM ANCHORED WITH

SANDBAGS OR CONCRETE BLOCKS AS DETAILED BELOW. SILT FENCE SILT FENCE SILT FENCE

r\..0"{1 FILL ~~~ -s'(-.t-0 ~ "~-·· ,- ///.,:<!// d/.. z.-_,,. ~ ~~

~,.,-<7;;:::..-.--:m;::rr; " .. I / /,,.~~-'l ::::------:=-..:t---ll~ HINGE POINT OF EMBANKMENT

I SEE PLANS //, ,v,-;/

!--~='---1 ORIGINAL GROUND SUMMARY FOR LOCATION 1

<t.------- ROADWAY

HINGE POINT OF EMBANKMENT UNDISTURBED GROUN

SECTION A-A NOT TO SCALE

SILT FENCE FOR USE ON LAND 1. FENCE SHALL BE PLACED AT LEAST 3' FROM THE TOE OF EMBANKMENT OR EXCAVATON AREAS,

OR AS DIRECTED BY THE ENGINEER.

2. ACCUMULATION OF SEDIMENT BEHIND SILT FENCE SHALL BE REMOVED WHEN DEPTH REACHES 9". REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

BACKFILL 1' X 1' SLOT

FILTER FABRIC ATTACH SECURELY

TO UPSTREAM SIDE OF POST

">'h>A w RUNOFF I

PLAN VIEW NOT TO SCALE

FENCE SUPPORTS

WITH ON-SITE MATERIAL OR \ -------CLEAN ROCK/GRAVEL ______ ../'"""/.~,~5;<o;::,;.,.;;;'v \ 1 1

SILT SOURCE (RUNOFF)

TRENCH ALTERNATE NOT TO SCALE

CROSS SECTION VIEW

SILT SOURCE (RUNOFF)

APPRO X. 1' MAX.

I I I I

l"J ""j'' FENCE SUPPORT

\ Ll\ 18" MIN. I I I I

H v

TOE OF FILL S -

T~ OF FILL~

A

VERTICAL SUPPORT

HORIZONTAL SUPPORT

WIRE SUPPORT MESH

SILT FENCE FABRIC TOP OF BANK

(CONSTRUCTIO AREA)

ANCHOR WITH SANDBAGS OR -CONCRETE BLOCKS. MINIMIZE - ~ GAPS BETWEEN ANCHORING ~ MATERIAL TO REDUCE POTENT~AL FOR UNDERSCOUR (AS Flow APPROVED BY ENGINEER). .

-----:<~ APPROX.,__ __ 1' MAX.

WIRE SUPPORT MESH

CROSS SECTION VIEW NOT TO SCALE

TYPICAL NOT TO SCALE

SILT SOURCE (RUNOFF) BACKFILL ALTERNATE CROSS SECTION VIEW

NOT TO SCALE

S•'Z.-Ob AS-BUlL T

BY DATE REVISIONS

NOT TO SCALE

STATE OF ALASKA



DILLINGHAM AIRPORT OIWNGHAM, ALASKA

DIWNGHAM RUNWAY REHABILITATION

PROJECT NO. 53424

AlP No. 3-02-0078-1003

EROSION AND SEDIMENT CONTROL SILT FENCE DETAILS

AS-BUILT 12/2005

SHEET /

22

22 OF 32

111'11 11::;

IIJPI II ~ Ill

_!IIIII ~ I

I I I I

: PLAN VIEW : I I I I I I I I I I I I

r- I I n

I liP I I' ~~ r II I ill: I! II II~ ~~ ft IIlii ~~~mm ~:1! : I IIlli :i II : 1:

'1!111 ' I :J 11

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II 'I' ]I

fl. I I I I ~1\ ~1 , Ill !,,~

I, I! II II ;I ll I i l hr II II j I I Jl

II) 1111! il 1!11 il 111 '!1 1

1 L. J ,, II~

Ifill ~lllli I~ ~'II i' II! ,111/1 .· ~11 I I il IIIII ili

I SECTION

JOINT STAKES DETAIL

NOTE NOT TO SCALE

I I

JOINT STAKES ARE DRIVEN DIAGONALLY TO PIN ADJACAENT BALES AND PROVIDE TIGHT FIT.

A-4:~"""""-"7"- WEDGE LOOSE STRAW

JOINT DETAIL NOT TO SCALE

BETWEEN BALES

S" -• -oc;. AS-BUILT

BY DATE REVISIONS

EXCAVATE TRENCH

TRENCH DETAIL NOT TO SCALE

SEE JOINT STAKES DETAIL

STRAW BALE PLACEMENT DETAIL NOT TO SCALE

BINDING WIRE OR TWINE

BACK FILL AND COMPACT THE EXCAVATED SOIL

ON THE UP SLOPE SIDE TO PREVENT UNDER SCOUR

AND PIPING.

STAKED AND ENTRENCHED STRAW BALE

SEE NOTE 2

TYPICAL SECTION NOT TO SCALE

NOTE

1. STRAW BALES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OTHER THAN SURVEYING. INSTALL BALES SUCH THAT TWINE/WIRE IS PARALLEL TO GROUND SURFACE (SEE TYPICAL SECTION).

2. REMOVAL OF TRAPPED SEDIMENT TO AN AREA NOT SUBJECT TO EROSION IS REQUIRED WHEN THE SEDIMENT HAS REACHED A HEIGHT OF 6". WHEN APPROVED BY THE ENGINEER, BALES MAY BE LEFT IN PLACE TO DECOMPOSE, OR MAY BE SPREAD AND SEEDED WITH THE ACCUMULATED SEDIMENT.

VARIES

POINT DA POINT "A"

POINTS "A• SHOULD BE HIGHER THAN POINT DBD

/\_BACKFILL AND COMPACT

BACKFILL DETAIL NOT TO SCALE

THE EXCAVATED SOIL ON THE UP SLOPE SIDE TO PREVENT UNDERSCOUR AND PIPING.

STATE OF ALASKA



POINT "B"

ELEVATION DETAIL NOT TO SCALE



AlP No. 3-02-0078-1003 EROSION AND SEDIMENT CONTROL

STRAW BALE DErAILS

AS-BUILT

SHEET I 23

12/2005 23 OF 32

HORIZONTAL CONTROL STATI!III!!NT

Coordinate System HORIZONTAL CONTROL POINTS

PI. No. STATION OFFSET NORTHING EAST lNG DESCRIPTION WORK ITEMS This project Is located entirely within the DUilnghom 1 (DILL-1) odj.Jstment, o U.S. Survey Foot local surface grid .coordinate system developed by the Alaska Department of Transportation. 16 45+23.31 162.13 Rt. 20282 I . 45 I 369 233141.666984 Set 5/8" x 30" rebar with 2" ALCAP

402 76+50.11 0.00 205682.684786 234413.095978 Found I 1/2" ALCAP 1,2,5 Basts of Coordinates 403 9+50.00 0.00 199708.956268 231378.939671 Found I l/2" ALCAP I ,2,5 The Basts of Coordinates Is USC&GS Station Dillingham, a standard USC&GS brass disk on an Iron pipe, located three miles from Dillingham olo:ng the Wood River Road. Sold station has DILL-1 Coordinates of 208,962.8232 N, 239,478.7392 E.

551 41+44.65 191.75 Lt. 202644.095012 232654.677049 Found 3 l/4" USCBGS Brass Cap, "KANAKANAK"

Basis of Bearings . The Basis of Bearing Is a local plane bearing between USG&GS Station Dillingham and USG&GS Station Dillingham Azimuth Mark No. 1 (1947). Azimuth Mark No. 1 (1947), a standard USC&GS brass disk on an Iron pipe located near the fork In Main Street, bears S 1413'38" E a distance of 8289.3994 feet from USG&GS Station Dillingham. Azimuth Mark No. 1 (1947} has DILL-1 Coordin'otes of 200,927.6703 N, 241,516.0081 E.

Translation Parameters To convert the local coordinates to NADB3 (92) State Plane feet coordinates, translate using +1,640,564.5220 N, +1,312,468.5499 E, and scale using 0.9999111843.

VERTICAL CONTROL STATEMI!!NT

The Basis of Vertical Control Is BM-1 (1965), o United States Army Corps of Engineers standard. brass cap disk set vertically In the southwest comer of the south wall of a two-story house at 420 Main Street, with a MLLW (Mean Low Lower Water) Elevo~lon = 39.468'.

NOTE: To approximate Mean Sea Level Elevation, SUBmACT 10,0 FEET from the Project Elevations shown hereon.

VERTICAL CONTROL POINTS BENCHMARK STATION OFFSET NORTHING EAST lNG ELEVATION DESCRIPTION

TBM-4 53+60 3167 Rt. 202207 236200 36.50' Spike In 9" Spruce on NE side of Kanakanak Rd at base of hill headlnQ toward the TBM-5 42+55 1196 Rl. 76.56' Spike In to• Spruce, In NW quadrant of Woad River Rd a Kanakanak Rd Intersection

TBM I -25-1 36+99 300 l.l. 202474 232447 64.87' Top of N'ly most bolt, with filed ·x·, o I the base of Wind Sock Pole

Pt. No. 416 417 416 419 426 427 426 429 609 610

Airport

ADDITIONAL CONTROL POINTS STATION OFFSET NORTHING EASTING DESCRIPTION WORK ITEMS 76+50. I I 175.00 Lt. 205761 . 933761 234257.068426 Set 2" ALCAP 44+65.32 175.00 Lt. 202922 .419576 232614.831822 Set 2" ALCAP 19+13.08 175.00 Ll. 200646.873916 231659.044244 Set 2" ALCAP 9+50.00 175.00 Lt. 199788.205263 231222.912119 Set 2" ALCAP

76•50. II 325.00 Lt. 205629.661490 234123.330525 Set 2" ALCAP 44•65.32 325.00 Lt. 202990.347285 232681.093921 Set 2" ALCAP 19+13.06 325.00 Ll. 200714.601626 231525.306343 Set 2" ALCAP 9+50.00 325.00 Ll. 199656. 132972 231069. 174216 Set 2" ALCAP

10+69.96 0.00 l.l. 199633.763410 231442.279655 Found I 1/2" ALCAP 3,5 75+10.11 0.00 Rl. 205557.644001 234349.733699 Found I 1/2" ALCAP 3,5

Work Item Paragraph Number Work Item Oeser lpllon I G-135-2.1 Monument Case 2 G-135-2.2 Pr lmary Monument 3 G-135-2.3 Secondary Monument 4 G-135-3.3 Monuments 5 G-135-3.5 Final Traverse

Monument of Record Forms shall be filled out pr lor to dlsturblnQ ANY exist lnQ monumental ion, as wei I as when new or replacement

..!:.

J:..·01V \( @· .J rrg~ 20+00

~09 ~ \- NAD83

,...______ \Lot.=59'02'11.29212" N ~ ~ona.=158'30'48.41018" W

~---

~

v~~~:~ / \J ~ ~~---~:.4:0~+~0vo~~N:2~6=.5;5~.3~6.~.~E~~5JOW+~O~Q)-=~~========~6~0++~0~0=~n~~~~~~~7~0+~0~0~~~~A~7~6-15~+A~5~0.11

6700.11 ft '(6101:.~

jll ~ 16 • _)l u L I ·~ I '-=- l NADB3 r • Lot.=59'03'1 0.35861" N

[1-...\l-.,.., -_--..,,\-ro;:::::,..,....,...--.:o:::,...-----~~~;:-... ~ Long.=158'29'51.27181" W

1. The field survey was performed by ASCG Inc., Moy 16, to June 21, 2002.

2. Horizontal Control Points were established by using networked static GPS control. The network was adjusted and transformed to the local DILL-1 coordinate system using a least squares odj.Jstment constrained to the DILL-1 coordinates for USC&GS Station Dillingham; USC&GS Statton Dillingham Azimuth Mark No. 1 (1947); and Points 611, 612 and 613, recovered monuments on the centerline of Aleknagik Lake Road.

3. The runway centerline reference points, 416-419 & 426-429, runway centerline points, 609-610, and additional property comers were established by traverse using a Lelco TCR 1103 Total Statton Instrument. Traverses were constrained to the GPS control points using a least squares i:ldj.Jstment. ·

4. ProJect elevations ore baaed on level loops run from the following AOOT&PF benchmarks as shown on the ADOT&PF Survey Control Sheets for Dillingham - Aleknagik Road Rehabilitation, STP-0410(1), 1996; TBM-4, TBM-5, TBM-8, and TBM-J.

5. All background Information shown hereon was obtained from aerial photography flown as part of this project and Is for orientation purposes only.

6. All dimensions and coordinates shown hereon are In U. S. Survey Feet unless otherwise noted.

7. This sheet, ond all information contained hereon, Is based an the Survey Control Diagram that was prepared by ASCG and dated 2/28/2003.

mo n ume n I a I I on I s s e t .

Whether listed or not, ALL monuments or property markers, corners, or accessories, which will be disturbed or burled, shol I be referenced or re-established In their original position (A.S. 19. 10.260) and recorded (A.S. 34.65.0401.

LEGEND

~ Recovered NGS Triangulation Station

•

k--~ --

Runway or Road Centerline Monument

Recovered Temporary Benchmark

Set 2" ALCAP on 0 T~lcal 5/B" x 30" Rebar Cap

Point Number

SCALE 1!10 300 OCIO

I I I

(IN rn:T} 1 INC!i • 300 rn:T

-

?i

STATE OF ALASKA


AND PUBLIC FACILITIES CEtrTIIALREGION

Dillingham Airport Dillingham, Alaska

RUNWAY REHABIUTATION

SHEET

/ 1 AKSAS 55130 OF

Survey Control Sheet / 1 AS-BUILT 12/2005 24 OF 32

L REVISIONS

~ 5 ·'7. ·Db AS-BUlL T

B'r' MlE

~ ;; E ~ 0 0 z 0

" "' 0: 3: 0 0 0:

Designed By: CMD

Checked By: GWB

Drown By: OMH

Dote Plotted: 5/19/03

Plol Relic and View: let, vcplon

File:

SCALE too o 50 100 200

~-~ I I I

NOTES ELECTRICAL LEGEND ( IH FEET ) 1 INCH • 100 FEET

17\ EXISTING EDGE UGHT FIXTURES, "IRANSFORMERS AND COVERS SHALL BE SALVAGED 'CI AND DEUVERED TO THE MAINTENANCE BUilDING. CONTRACTOR SHALL REMOVE BASES

AND All. EXISTING UNUSED CONDUCTORS AND GROUND WIRING. REMOVEO BASES, CONDUCTORS, AND GROUND WIRING SHALL BE DISPOSED OF BY THE CONTRACTOR.

t;;\. REMOVE EXISTING SIGN AND SIGN BASE. STORE SIGN IN SECURE LOCATION. mY \::.1 DAMAGE INCURRED DURING CONTRACT WILL BE THE RESPONSIBIUTY OF THE

CONTRACTOR. VERIFY EXISTING "IRANSFIORMER SIZE PRIOR TO SIGN REMOVAL TO BE PAID UNDER ITEM L-1001 RELOCATlE EXISTING AIRPORT SIGN.

YtT·,'IJ ,.,.. ... , '-J..' ,_,

(§)

~ ,_, \~)

[::J

~ ' ' ,-"(" ,_ ............

---E---

-- -B---

---£---

---T---

EXISTING RUNWAY EDGE UGHT

EXISTING TAXIWAY EDGE UGHT

TAXIWAY~RUNWAY UGHT TO BE EMOVEO

ELECTRICAL HANDHOLE, JUNCTION BOX OR "IRANSFORMER

EXISTING AIRPORT SIGN WITH LEGENDS

EXISllNG AIRPORT SIGN TO BE REMOVEO OR RELOCATED

EXISllNG FAA REIL UGHTS

EX!SllNG ELECTRICAL CONDUIT

FENCE

UNDERGROUND ELECTRIC UN£

UNDERGROUND TELEPHONE UNE

\ -~·---'t;ql.wos

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MBA Consulting Engineers, Inc. 3812 Spen«d R~ Wt8 200 • ~. AJc: Qg!Jf7

(Q07J 274-21S22 • FAX IQ071 27.S..OaS4 Emil: nm.c~llluka.oom

N ::; ... <J 0 ...J

~ ------T·---------------------·1-.... ---

~:CCAUZER I TRANSMITTER

I SHELTER

9+00 I

10+00

0 0> + ~

12+00 13+00 -1-

Edge of Asphalt

S: -z. ... o..., AS-BUlL T

BY DATE

I +tOO

REVISIONS

15+00 -1-

---

16+00 17+00 -1-

\

EXISTING F .AA VASI UNITS (To BE \

~-~ -·~-~=-~:·>~ Lll- ---£·---- ~f -=

10+00 19+00 -1-

20+00 21+00 -1-

22+00

(I))>

23+00 -1-

24+00

STATE OF ALASKA



\\

400

I

(•)

~;.

(•)

'i.• (~· (€• (€·

·~ (€•

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25+00 26+00 27+00 26+00 29+00 30+00 -1- -1- -1-

Dl.ll'<IGHAM AI'WORT RUNWAY 1-19

DILLINGHAM AIRPORT DILLINGHAM, AlASKA

DILLINGHAM RUNWAY REHABILITATION Project No. 53424

AlP No. 3-02-0078-1003

RUNWAY LIGHTING DEMOLITION PlAN STA. 8+00 TO STA. 32+00

AS-BUILT

31+00 -1-

12/2005

3200

SHEET

E1 I 25 OF 32

D D

p p p ____ _J

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I 6 D :o ~- -~ 0 .--------....

I I I I I I

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0

APPROXIMATE LOCAllON OF UG ---<~--~ Jl I I I I Ju

32

(i;.

RUNWAY UGHTING UNE PER ADOT AIRPORT PERSONNEL

LOCATE EXISTING 1 0-WAY DUCT BANK AND DUCT MARKERS. APPROX. 1 0' OUTSIDE UGHT UNE. (DUCT BANK TO BE MAINTAINED AND WORKED AROUND).

JJ+OO -t-

34+00 35+00 -t-

3B+OO 37+00 -t-

I

I I l'a I I lo I I I~ w \ l~ I I Jg I \ Jo I I I~ I I I~ I II~ I II I II I ~I I 'I I I, I 11 I II

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-t-4<!+00 41+00

-t-

:,F,;l I I I I I ' ... I I I I I I I I I I I u

'~ I• I~ I~ I

NOTES

1.\ EXISTING EDGE UGiiT RXTURES, TRANSFORMERS AND COVERS SHALL BE SALVAGED \..!/ AND DEI.J'IERED TO TliE MAIIiTENANCE BUILDING. CONTRACTOR SHALL REMOVE BASES

AND AU. EXISTING UNUSED CONDUCTORS AND GROUND WIRING. REMOVED BASES, CONDUCTORS, ANO GROUND WIRING SHALL BE DISPOSED OF BY TliE CONTRACTOR.

r;;\ REMOVE EXISTING SIGN AND SIGN BASE. STORE SIGN IN SECURE LOCATlON. />Jff \!:./ DAMAGE INCURRED DURING CONTRACT WILL BE lHE RESPONSIBIIJTY OF lHE

CONTRACTOR. VERIFY EXISTING TRANSFORMER SIZE PRIOR TO SIGN REMOVAL TO BE PAID UNOER ITEM L -1001 RELOCATE EXISTING AIRPORT SIGN.

V l,.-- (CAUllON) ~ ~ ~ EXISTING NUSHAGAK EUECTRIC ASSOCIATION ~ "t I HIGH VOLTAGE UNDERGROUND ELECTRIC UNE , ~ (TO BE MAINTAINED AND WORKED AROUND)

'fl. I

\ \ ~ I

\\ "I

t 43+00 44+00 45+00 -48+00 <4-7+00 -t- -t- -t-

49+00 -t-

56+00 51+00 -t-

52+00

ELECTRICAL LEGEND Yrr,v r ... ,

\..J.I '-"

(e)

>-<Z ,-,

',_E) r--, t.--..1

~ ' ' ,-'(" \_ ..........

---E---

---B---

---E---

---T---

53+00 -t-

EXISTING RUNWAY EDGE UGiiT

EXISTING Tl>:f.riiAY EDGE UGiiT

Tl>:f.riiAY~RUNWAY UGiiT TO BE EMOVED

ELECTRICAL HANDHOLE, JUNCTlON BOX OR TJWlSFORMER

EXISTlNG AIRPORT SIGN WllH LEGENOS

EXISTlNG AIRPORT SIGN TO BE REMOVED OR RELOCATED

EXISTING FM REIL UGiiTS

EXISTING ELECTRICAL CONDUIT

FENCE

UNDERGROUND ELECTRIC UNE


5#00 55+00 -t-

56+00

'""rEXISTING UNDERGROUND TELEPHONE UNE (TO BE MAINTAINED AND WORKED AROUND)

DLLJIIGHAM AFIPORT fM'«i A Y 1-19

Designed By: CMD

Checked By: ewe

Drown By: DMH

Dote Plotlr~d:

5/19/03 Plot Ratio and View:

1>=1, v=plon File:

I \

' _...-r----'- -------:--7----', / ....._- - -1c\e?hooe end Flber Optic

( EXISTING TELEPHONE PEDESTAL I (TO BE MAINTAINED AND WORKED AROUND) I I

MBA Consulting Engineers, Inc. 3812 8penwd Road. ~ 200 • Ancharagll, AJC ogrs11

(Q07] 214-2822: • FAX (go7J 274-0QW EtMI: mbaooniU~LOOm

BY

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···-~L.f~---Y CEMETARY \ Cntr ln.,..76.1' - \

~----------------~

S'-'2-0E. AS-BUlL T

STATE OF ALASKA



DATE REVISIONS

SCALE 100 0 so 100 200

I

~--- I I

(IN fEET) 1 INCH • 100 FEET

57+00 -t-

58+00 59+00 -+-


DILLINGHAM RUNWAY REHABILITATION

Project No. 53424

AlP No. 3-02-0078-1 003

RUNWAY LIGHTING DEMOLITION PLAN

STA. 32+00 TO STA. 62+00

AS-BUILT

60+00 61+00 -t-

12/2005

1')0 co t;:;<t ..... ill~

"'"' "' "' w z :::J

~ "'

62 00

I £=~~ ~~,b

SHEET

E2

I I I I -:

400

I

I OF

/a 26 OF 32

Oe!ligned By: CMD

Checked By: GWB

Drawn By: DMH

Oote Plolted: 5/19/03

Plot Ratio and View! 1<=>1, v=plon

File:

ON 00

<tt;; "'"' <"' >-"' "'Ill

Vl

100 0

~--50 100 I I

SCALE

(IN FEET)

200 I

1 INCH ~ 100 FEET

""" I NOTES ELECTRICAL LEGEND

r:\ EXIS1JNG EDGE UGHT FlXTURES, TRANSFORMERS AND COVERS SHALL BE SALVAGED \!./ AND DELIVERED TO THE MAINTENANCE BUILDING. CONTRACTOR SHALL REMOVE BASES

AND ALL EXIS1JNG UNUSED CONDUCTORS AND GROUND WIRING. REMOVED BASES, CONDUCTORS, AND GROUND WIRING SHALL BE DISPOSED OF BY THE CONTRACTOR.

r;::\. REMOVE EXIS1JNG SIGN AND SIGN BASE. STORE SIGN IN SECURE LOCATION. foJff \::.1 DAMAGE INCURRED DURING CONTRACT WILL BE THE RESPONSIBIUTY OF THE

CONTRACTOR. VERIFY EXIS11NG TRANSFORMER SIZE PRIOR TO SIGN REMOVAL TO BE PAID UNDER ITEM L -1001 RELOCATE EXIS11NG AIRPORT SIGN.

Yrr'" t ... , 'J..~ ,_,

(~)

>.:< ,-, \~)

c:J ?Q ' J

,-"("" ,_ ......... ---E---

---B---

-- -E---

---T---

EXIS1JNG F .AA RBL UGHTS ,-(, (TO BE MAINTAINED AND WORKED AROUND)

'-"'\,!; -----,

EXIS1JNG RUNWAY EDGE UGHT

EXIS1JNG TAXIWAY EDGE UGHT

TAXIWAY~NWAY UGHT TO BE OVED

ELECTRICAL HANDHOLE, JUNCTION BOX OR TRANSFORMER

EXIS1JNG AIRPORT SIGN WITH LEGENDS

EXIS1JNG AIRPORT SIGN TO BE REMOVED OR RELOCATED

EXIS1JNG FM RBL UGHTS

EXIS1JNG ELECTRICAL CONDUIT

FENCE



--~1~~----~%~----~%~--------=%·-------=%~----~%~----~%~----~~~ I ~~ \ ... f[ I

62 00 83+00 --1-

&4+00 65+00 --1-

66+00 67+00 --1-

68+00 69+00 70+00 71 +00 --1- --1-

72+00 73+00 --1-

7s.f00 77+00ln+51.37 ..() e- I 1--1--E-- '=

74+00

I I ~ AI'IPORT RUNWAY 1-19 I I

..\i[ ---E·---.2{--------~-----E---~- ~ ~ ~ "' ·; Edge of Grovel I

~;;:~ \~~ ---E----------------------- E------f ~~}----E·---_J

·~~~~:~-:.-~,-;~~~:/ ~ 'f I (TO BE MAINTAINED AND WORKED AROUND) I I I I I I I I II ~ VASI & ODALS

J SHELTER

MBA Consulting Engineers, Inc. ~12 Spenwd Roed. &itll 200 • AnehcAgll. AX vtl'817

(G071 274-2e22 • FAX (0071 27.&-oiiJU. EiMI:: rrbac~tlutLCQm

__ ... 'oF''''• -:<-.'<-;~··;A.Y't f}l'' ··~-¥.~~.

1--i~-t---------tr-:w_dv:.i-9,~ ... ~·:lz. 1--~Ja. .,.

1-~~------~---------------------------------1 ~~· oom~~~,. A.,\"oll. 'Cl~ . .. ...:l>"""•.S·Z.-61;. AS-BUILT lj~.~~·· .:'

BY DATE REVISIONS 11 1\~~t---

STATE OF ALASKA





AlP No. 3-D2-0078-1003

RUNWAY LIGHTING DEMOLITION PLAN STA. 62+00 TO STA. 77+00

AS-BUILT 12/2005 27 OF 32

., ... a; 0

Designed By: CMD

Checked By: GWB

Drown By: DMH


Plot Ratio and Vrew: 1""1, v::plon

File:

UGHT SCHEDULE

UGHT SYMBOLS No.REQ UGHT DETAILS LOCATION

UGHT COLOR F.AA NUMBER WATTAGE TRANSFORMER

THRESHOLD 1 BO"RED-1 BO"GRN L-862E 200 QUARTZ L-830-7. 20 AMP/6.6 AMP

T/W-APRON BLUE L-861T 45 INCAND. L-830-1, 6.6 AMP/6.6 AMP

RUNWAY WHITE L-862 115 QUARTZ L-830-5, 20 AMP/6.6 AMP

G()R 16

® 30

0 66

~-P--~P--~P----P "-l. r 1

112 TOTAIL UNITS REQUIRED I I

LEGEND ELECTRICAL NOTES

I I ninJ

-1-- NEW 2" P.E. CONDUIT. HASH MARKS INDICATE NUMBER OF #B AWG. 5KV CABLES PLUS ONE #6 BARE COPPER GROUND CON~UCTOR.

==/= NEW 2" RIGID STEEL CONDUIT

Q NEW RUNWAY EDGE UGHT

G () R NEW RUNWAY THRESHOLD UGHT

® NEW Tfo!I.IWAY EDGE UGHT

• NEW HANDHOUE {SEE DETAIL)

• NEW TYPE II JUNCTION BOX (SEE DETAIL)

-NEW 3/4" X 10' GROUND ROD

NEW UGHTED WINO CONE

NEW AIRPORT SIGN FOUNDAllDN WITH RELOCATED UGHTED AIRPORT SIGN. REINSTALL EXISTING SIGN WITH NEW HARDWARE AND NEW TIRANSFORMER.

EXISTING ROTATING BEACON AND TOWER

EXI5nNG FAA REIL UGHTS

EX15nNG RUNWAY EDGE UGHT

EXI5nNG Tfo!IJWAY EDGE UGHT

T/.YSIIAY/RUNWAY UGHT TO BE REMOVED

ELECTRICAL twiDHOLE, JUNCTION BOX OR TRANSFORMER

r.\ WHERE TRENCHING IS REQUIRED TO INSTALL NEW CONDUIT IN ~ EXISTING PAVED AREAS THAT ARE TO REWJN. BACKFILL AND PAVE

TRENCH TO MATCH EXISTING PAVEMENT (SUBSIDIARY).

In\ CONNECT NEW CONDUITS TO EXISTING UGHT BASES, EXISTING \.=_/ CONDUIT, OR MANHOLES AND CONNECT NEW CONDUCTORS TO

EXISTING CIRCUIT INDICATED.

In\ INSTALL NEW AIRPORT SIGN FOUNDATION AND RELOCATED UGHTED \:!./ AIRPORT SIGN. REINSTALL EXISTING SIGN WITH NEW HARDWARE AND

NEW TRANSFORMER.

r;\. PROVIDE NEW UGHT BASE WITH EXTRA HUB AND AIDAPTER AND 'I:Y RECONNECT EX15nNG SIGN WITH NEW TRANSFORMER USING 1 NEW

614, SDO VOLT, 2 CONDUCTOR, CABLE PLUS 1 NEW 6 8 BARE COPPER GROUND CONDUCTOR.

/;;\ EXISTING DUCT BANK SHALL REWJN IN SERVICE AND SHALL BE \'::../ WORKED AROUND DURING CONSTRUCTION.

.$;".:::.;.;.; ~_:-_:::-- I--

-(.·---~wos

~--\

\ \

\ \ ~

' ' \ \

\ \ \

II

d X ~· c '<

<))

~~-·E- ~:· v=..! 2 Signs

EXI5nNG AIRPORT SIGN WITH LEGENDS

EX15nNG AIRPORT SIGN

---1·-------------------1·----------------•- --- d - -'- MLS

--T·- -------

I WJNTAINED AND WORKED AROUND) \ ((•

\ r-EX15nNG F.AA Vt\51 UNITS (TO BEi~

I RADIUS=165

.~-e~ •• v. ('-"!:r

---E------8------E---

---T---

TO BE REMOVED OR REILOCATED

EX15nNG ELECTRICAL CONDUIT

FENCE



/ ------.1/ LEASE LOT UNES

I

I

7i-01.37 llil R~ 00

I I~~

MBA Consulting Engineers, Inc. 3812 BpeMrd Ra.d,. &it. 200 • Anchonge, AK ogl!lif7

tao7) 274-28.22 ~ FAX (go7J 274-0QW £mel: mbeoonault:tlQOalutLOom

N

~ u 0 ...J

------ --------------------·1--------'tf :OcAUZER I TRANSMITTER

I SHELTER

G

G ~R G ~R

3 CHORDS=51.62if\ ••

c, '~ ::::r{/)0 - -- --;;..i!.f ---:E·--------- ·~t

/\\.~IUS=165

~"~ 'fPT PT

9 00 10+00 1+00 12+00 1J+OO -1--

1+tOO 15+00 -1--

16+00 17+00 -1--

18+00 19+00 -1--

20+00 21+00 -1--

22+00 23+00 -1--

24+00 25+00 26+00 27+00 2B+OO 29+00 30+00 31+00 -1--I -!-

G r~ G

G

(/)

!;: :5 g 0 :r (/) w

00::

~F= ~~

~~ (/) ... ~t;; 0::;;:;

Edge of Asphalt

T T 176.43. ~TYPICAL

FIROM R/W STA. 10+90 TO R/W STA. 23+25)

STATE OF ALASKA



-1-- -1-- -1--

~ AAPORT RUNWAY 1-19

\17

l 146.67. ~TYPICAL

FROM R/W STA. 23+25 TO R/W STA. 27+65)

100 0

~~ "" 100 I I

153.75. {_TYPICAL FROM R/W STA. 27+65

TO R/W STA. 33+80)

SCALE

( IN FEET )

200 I

1 INCH - 100 FEET


DILLINGHAM RUNWAY REHABILITAllON Project No. 53424

AlP No. 3-02-0078-1003

RUNWAY LIGHTING PLAN STA. 8+00 TO STA. 32+00

11 I

I I I I I I L _ _l

32 00

i

SHEET

E4 I AS-BUILT 12/2005 28 OF 32

cf

Om"'"' ~'""' '~' - ,;,"t;r-' b STATE(:HO~ ~ D STATE SHOP -')1;

LOCATION OF EXISTING I ARFF BUILDING RUNWAY AND TAXIWAY 110 UGHTING RE?.'f.LATORS [.I; __

cC' EXISTING 2" R.S.C~ 2-#6 ~~ WIND CON~ 0 ~C' 11~~~~~------U CC'

-#8, 5 KV, 1-#6 B.C.G. TO R/W & T/W

c.; LOCATE EXISTING R NWPY, • AXIWP.C ----orF -l ,.:.AND WIND CONE C NDUCT RS AND I INSTALL IN NEW JU TION XES

LOCATE EXISTING 1 0-WAY DUCT BANK AND DUCT MARKERS. APPROX. 1 0' OUTSIDE UGHT UNE. (DUCT BANK TO BE MAINTAINED AND WORKEID AROUND).

33+00 -1-

35+00 -1-

36+00 37+00 -1-

1 AND sPum To N coND CToRs. 1

.:. C> ··~ ______ j

138+00 39+00 -1-

41+00 -1-

~ r EXISTING UNDERGROUND TELEIPHONE UNE (TO BE MAINTAINED AND WORKED AROUND)

I \

\

~ I I I I I

~\

194.21 (TYPICAL FROM R/W STA. 38+20

TO R/W STA. 75+10)

43+00 44+00 45+00 46+00 .f.7+00 -1- -1- -1-

DLUIGHAM ~T RUNWAY 1-19

<9+00 -1-

50+00 51+00 -1-

ELECTRICAL NOTES

1.\ WHERE TRENCHING IS REQUIRED TO INSTALL NEW CONDUIT IN ~ EXIST!NG PAVED AREAS TiiAT ARE TO REMAIN. BACKFILL AND PAVE

TRENCH TO MATCH EXIST!NG PAVEMENT (SUBSIDIARY).

r;;\ CONNECT NEW CONDUITS TO EXIST!NG UGHT BASES, EXIST!NG \=.! CONDUIT, OR MANHOLES AND CONNECT NEW CONDUCTORS TO

EXIST!NG CIRCUIT INDICATED.

r;;\ INSTALL NEW AIRPORT SIGN FOUNDATION AND RELOCATED UGHTED \=.! AIRPORT SIGN. REINSTALL EXIST!NG SIGN WITH NEW HARDWARE AND

NEW TRANSFORMER •

1.\ PROVIDE NEW UGHT BASE WITH EXTRA HUB AND AIDAPTER AND \::./ RECONNECT EXIST!NG SIGN WITH NEW TRANSFORMER USING 1 NEW

614, 600 VOLT, 2 CONDUCTOR, CABLE PLUS 1 NEW # 8 BARE COPPER GROUND CONDUCTOR.

r;;\ EXIST!NG DUCT BANK SHALL REMAIN IN SERVICE AND SHALL BE \::../ WORKED AROUND DURING CONSTRUCTION.

52+00 53+00 -1-

5<+00 55+00 -1-

56+00

LEGEND

--f-- NEW 2" P.E. CONDUIT. HASH MARKS INDICATE NUMBER OF #8 AWG. 5KV CABLES PLUS ONE #6 BARE COPPER GROUND CONDUCTOR.

=/== NEW 2" RIGID STEEL CONDUIT

0 NEW RUNWAY EIDGE UGHT


®

• • 'f

-r --~-

'!i)

NEW TAXIWAY EDGE UGHT

NEW HANDHOLE (SEE DETAIL)

NEW TYPE II JUNCTION BOX (SEE DETAIL)

NEW 3/4" X 10' GROUND ROD

NEW UGHTED WIND CONE

NEW AIRPORT SIGN FOUNDATION WITH RELOCATED UGHTED AIRPORT SIGN. REINSTALL EXISTING SIGN WITH NEW HARDWARE AND NEW TIRANSFORMER.

EXISTING ROTATING BEACON AND TOWER

EXIST!NG FM REIL UGfiTS

EXISTING RUNWAY EDGE UGf!T

EXISTING T/>XNIAY EDGE UGf!T

TP!/.ri/AY /RUNWAY UGf!T TO BE REMOVED

ELECTRICAL HANDHOLE, JUNCllON BOX OR TRANSFORMER

EXISTING AIRPORT SIGN WITH LEGENDS

EXIST!NG AIRPORT SIGN TO BE REMOVED OR RELOCATED

---E--- EXISTING ELECTRICAL CONDUIT

FENCE ---8------E---

---T---

57+00

-1-58+00



LEASE LOT UNES

59+00

-1-81+00 -1-

1')0 wo t;;;t "'"' :t:..: Ult-I:JUJ Ul

62

-r'x(' " \

"

/ r I I \ \

,_.L~~---S CEMET ARY \ Cnlr ln,..78.1' -\

~----------------~

,-T-


TO R/W STA. 75+10)

SCALE 100 0 50 100 200 400

~-s--~-iil...l~iill~l--~1 ~~~~~ (IN FEET)

Oegigned By: CMO

Checked By: GWB

Drawn By: OMH

Date Plotted: 5/19/03

Plot Ralio and View: 1=1, v=plon

File:

MBA Consulting Engineers, Inc. 3812 SP"f\Wd Road., Wt. 200 • Anchonge, AX RS~IIt7

(g()7) 274--2G22 • FAX ID07J 27~DW Emili: ITCKonsul~lllu:lca.com

BY

~-Z-ob AS-BUlL T

DATE REVISIONS

STATE OF ALASKA



1 INCH • 100 FEET



AlP No. 3-02-0078-1003


SHEET

E5 I AS-BUILT 12/2005 29 OF 32

Designed By: CMO

Checked By: ewe

Drown By: OMH

Date Plotled: 5/19/0>

Plot Ratio and View: 1c1, \"=plan

File:

-o

0 0

"'

APPROX. ~DO <J&'l OF SLACK fOR EACH CABLE

S&O HIN. <22'l

CLASS 'A' CONCRETE

CONDUIT AS REQUIRED

CONDUITS AS REQUIRED

TYPE II JUNCTION BOX SECTION VIEW TYPE II JUNCTION BOX PLAN VIEW

62 00 63+00 -1-

65+00 -1-

56+00 67+00 -1-


I TO R/W STA. 75+10) I

1 1 68+00 6!HOO 70+00 71+00

-1- -I-

DU..N3HAM AFIPORT RU-lWAY 1-19

72+00 73+00 -1-

7<+00

EXIsnNG F .AA REIL UGI!TS ,- (TO BE MAINTAINED NlO WORKED AROUND}

'-""'-.' -----, ,.,_ I

I R )G I 1 R4 G 1

75+ 76+00 n ooln+51.37 -0 -t L-l--E·- '=

~ ~( I I

- C· ...... ~ -E ~ '-' "" G I , f \ C< -----,.-1-EJ....----E·---_J -·<t \olD}> --E------------------------·E- \ \ I

!1~::~~~-,:,-::~~_:~;/ -f 1 I (TO BE MAINTAINED AND WORKED AROUND) ~ I I 0 o:: 1 I +~ I I ~~ I I . "' II ;.:: ::1 '9i' VASI & ODALS rn <

-' SHELTER 3: ,_ ~~

MBA Consulting Engineers, Inc. 3812 8pen81'd Road. Wte :ZOO • ~. AIC Q;l511

t~1] 274-2G22. • FAX C'i01l 274-0g\4 ErMI: ~~u.ka.oom

BY

,5' -:Z...Ob AS-BUlL T

DATE REVISIONS

STATE OF ALASKA



LEGEND

-/- NEW 2" P.E. CONDUIT. HASH MARKS INDICATE NUMBER OF #8 AWG. 5KV CABLES PLUS ONE #6 BARE COPPER GROUND CONDUCTOR.

=/== NEW 2" RIGID STEEL CONDUIT

0 NEW RUNWAY EDGE UGHT


®

• • 'f

-r

NEW TAXIWAY EDGE UGHT

NEW HANDHOLE (SEE DETAIL)

NEW TYPE II JUNCTION BOX (SEE DETAIL)

NEW 3/4" X 10' GROUND ROD

NEW UGHTED WIND CONE - NEW AIRPORT SIGN FOUNDATION WITH RELOCATED UGHTED AIRPORT SIGN. REINSTALL EXISTING SIGN WITH NEW HARDWARE AIND NEW TRANSFORMER.

-~- EXIsnNG ROTATING BEACON NlD TOWER

EXIsnNG FM REIL UGI!TS

y(J/'' () EXIsnNG RUNWAY EDGE UGHT

EXIsnNG T/>!/.fi/AY EDGE UGHT

T/>!/.fi/AY/RUNWAY UGHT TO BE REJ.IOVEO

ElECTRICAL IWlDHOL£. JUNCTION BOX OR TRNlSfORMER

,..--, '---.J EXIsnNG AIRPORT SIGN WITH LEGENDS

EXIsnNG AIRPORT SIGN

---E------8------E---

---T---

100 0

~----

TO BE REJ.IOVEO OR RELOCATED

EXIsnNG ElECTRICAL CONDUIT

FENCE

UNDERGROUND ElECTRIC UNE


LEASE LOT UNES

"' 100 I I

SCALE

( IN FEET )

200 I

1 INCH • 100 FEET

DILLINGHAM AIRPORT DILUNGHAM, ALASKA

DILUNGHAM RUNWAY REHABIUTATION Project No. 53424

AlP No. 3-02-0078-1003


AS-BUILT 12/2005

400

I

E6

SHEET I 30 OF 32

in

Designed By: CMD

Checked By: GWB

Drawn By: OMH


"'

in

"'

Plot Rolio and View: 1 =1, v>=~plon

File:

b

41J-b

41J-b

w-

~It

~~-EDGE OF b

~""'/' 0-b

0-

THRESHOLD

11,1...";.1!/ .

b

LIGHTING DETAILS NO SCAlE

.: ' /.1Z"-.,t!

: -l :

:·MARKER •

'·: _.TAP_? ": . - ~. -,1-----~

2" CONDUIT

BED CONDUIT AS PER SPECIFICATIONS

CONDUIT TRENCH DETAIL

MBA Consulting Engineers, Inc. 3812 8i>'f*d Road, awt. 200 • Ancborl:g., AX gg517

(i107l 274--2.022 • FAX (i07) 274-0&'-' E.rMI: mbKonN~Ilulr:&com

EDGE OF RUNWAY

R/W It

T /W ENTRANCE

BY DATE

SOUTH NORTH

LEFT (WEST) SIDE

SOUTH NORTH

RIGHT (EAST) SIDE

ORIENTATION OF L-823 CABLE CONNECTION IN LIGHT BASE DETAIL NO SCALE

55' 55'

TAXIWAY

}i R/W WIDTH + 1 0' }i R/W WIDTH + 1 0'

T-----------S§:!I------ L-862 HIGH INTENSITY RUNWAY UGHT FIXTURE

' 0 ,.,

LARGER EXCAVATION IS REQUIRED WHERE GROUN ROD IS INSTALLED--+--

FINISH GRADE

/j,Lz'i!/::;'Y// INTERNAL GROUND LUG-__::_:.::_::::.:::_:..:.:_+'--~T'I:f'I:IJI

1/2" HOLE (SEE NOTE 1)-----J--"---'-1;~

SUSPEND TRANSFORMER AND CONNECTOR IN UPPER HALF OF BASE USING INSULATION MATERIAL TO SUPPORT THEM ---=~~~t--+-=4~1.\_,i_!~

L-B62E THRESHOLD UGHT FIXTURE L-861T MEDIUM INTENSITY WXIWAY UGHT FIXTURE (AS SHOWN ON E4 UGHT FIXTURE SCHEDULE)

~-- SUPPORT COLUMN OF 1" THINWALL CONDUIT

1-1 /2" FRANGIBLE COUPUNG (SEAL WITH RTV 118 SIUCONE SEALANT)

BASE PLATE WITH GASKET (FLUSH WITH FINISH GRADE)

\-+1--1--- L-824 5 KV CABLE TYPE C

1-1-1--1--- L-823 CONNECTOR (SEE DETAIL)

FINISH

GRADE~

t,. "'" RUNWAY THRESHOLD

'TYPICAL LIGHTING SECTION NO SCALE

NOTES:

1. CONDUITS AND N:N OPENINGS SHALL BE CAULKED TO PREVENT WATER FROM ENTERING THE BASE ASSEMBUES.

2. BASE ASSEMBUES SHALL BE SEALED WATERTIGHT AND SHALL BE FILLED WITH GILSULATE 500 (AVAILABLE FROM ALASKA INSULATION SUPPLY, INC. ANCHORAGE, ALASKA) OR APPROVED EQUAL

3. THE BASE ASSEMBUES SHALL BE TYPE L-867, CLASS B, SIZE B, MADE FROM HIGH DENSITY POLYETHYLENE.

4. THE CONDUIT STUB SHALL BE SIDEWALL FUSED TO THE BASE ASSEMBUES AT THE FACTORY OR IN THE FIELD USING SADDLE FITTING MADE FROM HIGH DENSITY POLYETHYLENE, (AVAILABLE FROM ARCTIC PIPE & MATERIALS ANCHORAGE, ALASKA) OR APPROVED EQUAL

_..-----STEEL COVER WITH GASKET (FLUSH WITH FINISH GRADE)

L-867 12"x24" POLYETHYLENE BASE ASSEMBLY

TOP OF GROUND ROD TO BE 1' BELOW FINISH GRADE-----

L-830 TRANSFORMER (AS SHOWN ON E4 UGHT FIXTURE SCHEDULE) SIDEWALL FUSION

.-

... GROUND ROD (TO BE PLACED WHERE SHOWN ON R/W PLAN) -----1

SEE NOTE 1 ---

#6 BARE COPPER GROUND WIRE -------------.J

;;_ ~~ .... ~

BED CONDUIT PER SPECIFICATIONS

2" P.E.

ONLY WATERTIGHT BUTT WELDS ALLOWED

RUNWAY AND TAXIWAY LIGHT DETAIL NO SCALE

REVISIONS

STATE OF ALASKA



ONLY WATERTIGHT BUTT WELDS ALLOWED

HANDHOLE DETAIL NO SCALE



AlP No. 3-02-0078-1003

LIGHTING DETAILS

AS-BUILT

SIDE FITTING (TYP.)

SHEET I E7

OF

/a 12/2005 31 OF 32

Designed By: CMD

Checked By: GWB

Drown By: DMH

Date Plotted: 5/19/03

L-867 EXTENSION

CONCRETE

Plot Ratio and View: l:ct, vc:p\on

File:

I

RELOCATED INTERNALLY UGHTED L-858Y AIRPORT SIGNS WITH LETTERING AS INDICATED ON PLANS.

L-830-1 TETHER TRANSFORMER

-----rT""-"""""..._--------fT,....,"""'""i''1J'---,--....--=:i¥"'r---'?-·J '-EOGE STRIPE

SIDE VIEW 90" SWEEP ELBOW

NO SCALE

12" DIA

24"

1 /2" PER FOOT SLOPE (lYP.)

BEODING AND FlLL MATERIAL UNDER lHE CONCRETE PAD & UGHT BASE SHALL BE N.F.S. GRAVEL FlLL COMPACTEO TO 95:; I.IPJI.. DENSrTY. SEE NOTE 2.

CONCRETE BASE SIDE VIEW NO SCALE

MBA Consulting Engineers, Inc. 38'12 SpeMI'd Roed. 8IJW 200 • Anchongtt, ~ G;Sf7

(007) 27 ... 2822 • FAX (007) 27.&-0DU EINI: I'I'Jbeconautthg081uka.oom

FRONT VIEW NO SCALE

r- (SEE NOTE 1)

L-830 TRANSFORMERS (SIZE SHALL BE VERIFlEO PER NOTE 6) L-823 CONNECTOR

L-824 SKY CABLE, lYPE ·c·

NEAREST EXISTING L-867 ( I TPJ<IWAY UGHT BASE

L.n. 66 BARE GROUND

SIDEWALL FUSION WITH SADDLE FITT1NG

L-858 SIGN DETAILS

AS REQUIRED VARIES .

CONCRETE BASE PLAN NO SCALE

S::-2.-'f:>~ AS-BUlL T

BY DATE REVISIONS

RELOCATED INTERNALLY UGHTEO L-85BR OR L-858L AIRPORT SIGNS WITH LETTERING AS INDICATED ON PLANS.

1. PLACE SIGNS 25' FlROM lHE OUTSIDE EDGE OF lHE PAINT STRIPE OR EDGE OF FULL DEPlH SURFACING.

2. MINOR GRADING OR FlLL SHALL BE REQUIRED AT ALL SIGN LOCATIONS. lHE GRADING AND EARlHWORK SHALL BE INCIDENTAL TO lHE CONTRACT AND NO SEPARATE PAYMENT SHALL BE MADE.

3. ATTACH SIGNS TO CONCRETE BASE IN ACCORDANCE WITH MANUFACTURES INSTRUCTlONS.

4. lHE CONTRACTOR SHALL CERTIFY lHE CONCRETE BASE IS CONSTRUCTED OF MIN. CONCRETE STRENGlH OF 3000 PSI

5. INTERNALLY UGHTEO SIGNS SHALL BE SIZE 2, CLASS 2, STYLE 2.

6. REMOVE EXISTING SIGN AND SIGN BASE. STORE SIGN IN SECURE LOCATION. ANY DAMAGE INCURRED DURING CONTRACT WILL BE lHE RESPONSIBIUTY OF lHE CONTRACTOR. VERIFY EXISTING TRANSFORMER SIZE PRIOR TO SIGN REMOVAL TO BE PAID UNDER ITEM L-10DI. RELOCATE EXISTING AIRPORT SIGN.

L-830-1 TRANSFORMER

L-830-6 TRANSFORMERS (SIZE SHALL BE VERIFlEO PER NOTE 6)

L-823 CONNECTOR

L-824 5KV CABLE, lYPE ·c·

2" P.E. L 66 BARE GROUND

SIDEWALL FUSION WITH SADDLE FITT1NG

90" SWEEP ELBOW

EXISTING GRADE

FRONT VIEW NO SCALE

CRUSHEO AGGREGATE BASE COURSE

MINIMUM 18" TO TOP OF lHE CONDUIT

r--r-----2· P.E. CONDUIT (INSTALL TO GRADE, SLOPE TO BASES)

CONDUIT TRENCH DETAIL NO SCALE

STATE OF ALASKA



L-823 CONNECTOR

LOCK WASHER & STAINLESS STIEEL BOLT---~-

NEOPRENE GASKET

L-867 EXTENSION, SIZE B, CLASS I, 3" DEEP'------

2" BREAKABLE COUPUNG LOCATEO 1 1/2" I.IPJI.IMUM AIBOVE lHE TOP FlLANGE OF lHE EXTENSION

COVER FOR L-867 BASE

SECONDARY LEAD WITH CLASS "A" CONNECTOR (I.IALE & FlEI.tALE)

ELECTRICAL CONNECTION DETAIL NO SCALE


SHEET


AlP No. 3-02-0078-1003

SIGN DETAILS

EB I AS-BUILT 12/2005 32 OF 32

arctic ocean as·built€¦ · 1\ construction limits 75' temp. runway temporary edge...

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