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
33
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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
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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.
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
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.
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.
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
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
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
TAXIWAY MARKING DETAILS NO SCALE
DILLINGHAM AIRPORT DIWNGHAM, ALASKA
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
PHASE 1 TEMPORARY RUNWAY 19 MARKING
NO SCALE
1-15'
r
80' 120'
l11·~oo· ij Jdl I. f.,. t 21' 11.5·n
1000'
STATE OF ALASKA
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
5.75'
150' 10'
""I
l
~ 10
0 0 + "' ....
~
DILLINGHAM AIRPORT DIWNGHAM, AlASKA
DIWNGHAM RUNWAY REHABIUTATION PROJECT NO. 53424
AlP No. 3-02-0078-1003 PHASE 1 TEMPORARY
RUNWAY MARKING DETAILS
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
PHASE 2 TEMPORARY RUNWAY 1 MARKING
NO SCALE
PHASE 2 TEMPORARY RUNWAY 19 MARKING
NO SCALE
STATE OF ALASKA
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
150'
15'
T 36'
DILLINGHAM AIRPORT DIWNGHAM, ALASKA
DIWNGHAM RUNWAY REHABIUTATION PROJECT NO. 53424
AlP No. 3-02-0078-1003 PHASE 2 TEMPORARY
RUNWAY MARKING DETAILS
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
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
,[§],""' ~----AIRF·0RT LiGHT FiXTURE
\ I •I
SECTION
PLAN
WEED CONTROL DISK IS SPUT TO ENABLE PLACEMENT AROUND UGHT STEM.
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
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
1.5" SQUARE PERFORATED GALVANIZED STEEL PLATE
1----'~---------2.5" X 76" SQUARE
ss·
SIDE VIEW
DILLINGHAM AIRPORT DIWNGHAM, ALASKA
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
~,.,-<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). .
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
IJ' l i ~II /1:] ~~n~~~~~ r
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
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
POINT "B"
ELEVATION DETAIL NOT TO SCALE
DILLINGHAM AIRPORT DIWNGHAM, ALASKA
DIWNGHAM RUNWAY REHABIUTATION PROJECT NO. 53424
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.
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
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
DEPARTMENT OF TRANSPORTATION
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.
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
UNDERGROUND ELECTRIC UNE
UNDERGROUND TELEPHONE UNE
--~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
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 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
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES CENTRAL REGION
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)