II(T AND PROJECT LAYOUT PROPOSED HIGHWAY PROJECT …
24
w W I W I 7fT II(T LOCATION 'SO· ,w , ... ________________________________________ ..r:::: ./" 0- :§ a o ./" '" c o a:: ... o ./" w .:0 a.. ... I '::i' a> I c .2 (5 o a> a> 00 ... <D --;:: I c .2 (5 o ./" '" 0- c ::§ ·5 CD .:0 '" -0 a:: J?;- ·e ::> E E o u .:0 c o :g PROJECT LOCATION STATE OF ALASKA DEPARTM ENT OF TRANSPORTATION & PUBLIC FACILIT I ES --==========> • <==========-- PROPOSED HIGHWAY PROJEC T NH- F-STP-065 -2( 3) /64899 DALTON HIGHWAY 9 MILE HILL NORTH STATE I PROJECT DESIGNATION YEAR I SHEET I TOTAL NO . SHEETS 24 'CDS ROUTE: 150000 1 1 INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE 2 LEGEND 3 ABBREVIATIONS, CROSS REFERENCE, AND PROJECT LAYOUT 4 ESTIMATE OF QUANTITIES 5 TYPICAL SECTIONS 6 CULVERT TYPICAL 7-15 PLAN & PROFILE 16-19 ESCP SHEETS 20-22 SIGN SHEETS 23 TRAFFIC CONTROL PLAN 24 TRAFFIC CONTROL DEVICES THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT: C-04 .12 D-Ol.02, D-04 . 21, E-13.00 1-81.00 5-00.10 , 5-01.00, 5-05.01, 5-20.10, 5-30.03 DESIGN ADT (2009) ADT (2035) DHV PERCENT TRUCKS (T) DIRECTIONAL SPLIT DESIGN SPEED (MPH) DESIGN ESALS (2035) CONFORMED COpy -rHE UNDERSIGNED HEREBY CERTIFIES THAT THIS INSTRU. MENT IS AN EXACT AND TRUE DESIGNATIONS 300 505 16% 71% 45-55 50 1,995,000 PROJECT SUMMARY WIDTH 36 FT LENGTH OF GRADING 13,388 FT LENGTH OF SURFACING 13,388 FT LENGTH OF PROJECT 2 .5 MILES PlANS DEVELOPED BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & Tin Henly UNDER THE SUPERVISION OF: " , .Ab;-or.." " .' .. ,. W! .. ,., , ::Z?'·, h·'''··· ·1 " .. •• R WIU.IAM COlE . It - .:{;Y$ 1iltoA· •• C.E. 82liII ... o o ./" .:.: E c. <0 o PUBLIC FACILITIES DATE'/7'JJ ,,,,r4¥, r .... m ..... /Z. 2.9 .... --- """""",,,,,, ....... ' .. V.,I """'!I''''''
Transcript of II(T AND PROJECT LAYOUT PROPOSED HIGHWAY PROJECT …
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PROJECT LOCATION
STATE OF ALASKA DEPARTM ENT OF TRANSPORTATION
& PUBLIC FACILIT IES --==========> • <==========--
PROPOSED HIGHWAY PROJECT
N H - F-STP-065 -2( 3) /64899 DALTON HIGHWAY 9 MILE HILL NORTH
STATE I PROJECT DESIGNATION YEAR I SHEET I TOTAL NO. SHEETS
24
'CDS ROUTE: 150000 1 1
INDEX OF SHEETS SHEET NO. DESCRIPTION
1 TITLE
2 LEGEND
3 ABBREVIATIONS, CROSS REFERENCE,
AND PROJECT LAYOUT 4 ESTIMATE OF QUANTITIES
5 TYPICAL SECTIONS 6 CULVERT TYPICAL
7-15 PLAN & PROFILE 16-19 ESCP SHEETS 20-22 SIGN SHEETS
23 TRAFFIC CONTROL PLAN 24 TRAFFIC CONTROL DEVICES
THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT:
C-04.12 D-Ol.02, D-04.21, E-13.00 1-81.00 5-00.10, 5-01.00, 5-05.01, 5-20.10, 5-30.03
DESIGN
ADT (2009)
ADT (2035)
DHV PERCENT TRUCKS (T)
DIRECTIONAL SPLIT
DESIGN SPEED (MPH)
DESIGN ESALS (2035)
CONFORMED COpy
-rHE UNDERSIGNED HEREBY CERTIFIES THAT THIS INSTRU. MENT IS AN EXACT AND TRUE
TI::TH~
DESIGNATIONS
300
505
16%
71%
45-55
50
1,995,000
PROJECT SUMMARY
WIDTH 36 FT LENGTH OF GRADING 13,388 FT
LENGTH OF SURFACING 13,388 FT
LENGTH OF PROJECT 2 .5 MILES
PlANS DEVELOPED BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION
&
Tin Henly
UNDER THE SUPERVISION OF:
" ~ ~ {;-«.~~ , #~., .Ab;-or.." " .' .. ,. W! .. ,., , ::Z?'·,h·'''····1 " .. :.M.~.J •• R WIU.IAM COlE . It
~... - .:{;Y$ 1iltoA· •• C.E. 82liII .~<i' ~~~ ... ~~-.:
o o ./" .:.:
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PUBLIC FACILITIES
AP~ h/~Ji;; DATE'/7'JJ
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/Z. 2.9 .... ---'~"'" """""",,,,,, ....... ' .. V.,I """'!I''''''
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go 2 := o -;;; c: o
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i c: ,g ,g ~! ",! .£ ;g cil .-g
'" -u 0::
.z;'",
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INTERNATIONAL BOUNDARY LINE
CORPORATED OR CITY LIMITS
TOWNSHIP & RANGE LINE
SECTION LINE OR BLOCK LINE, NOT ABUTIING STREET IN SUBDIVISIONS
1/4 SECTION LINE
1/16 SECTION LINE OR LOT LINE IN SUBDIVISIONS
CONTROLLED ACCESS
EASEMENT LINE (PROPOSED)
EASEMENT LINE (EXISTING)
SET BACK LINE
PROJECT RIGHT-OF-WAY LINE
STAKED CENTERLINE
CONSTRUCTION CENTERLINE
EXISTING CENTERLINE
STATION EQUATIONS
SECTION LINE INTERSECTION
ROAD CLOSURE
LIMIT OF CUT SLOPE
LIMIT OF FILL SLOPE
OBLITERATE ROADWAY
TOWNSHIP CORNER
SECTION CORNER
1/4 SECTION CORNER
CENTERLINE SURVEY MONUMENT
P. K. NAIL
MISCELLANEOUS FOUNO CORNER
MAILBOX
SATELLITE DISH
ALASKA r Pen / 4 PVC CONDUIT CANADA
/!!III/III/lII/~//I/I Pen /!
RIGID METAL CONDUIT (EXISTING)
RIGID METAL CONDUIT (PROPOSED)
T.17N., R.2W., SM T.16N., R.2W., SM
,cPen /! 1 RAILROAD TRACKS--- SINGLE-
MULTIPLE or DOUBLE--
~Pen/!
-----
I _ L :J
RAILROAD PROTECTIVE DEVICES
~Pen/!
..L""Pen /!
___ ... ~Pen/J C/A
,----- Pen /!
_____ ~Pen/Of!...
~Pen/O
,-Pen/J R/W
~en~
~Pen,/J
LPen,/!
"L" 48+94.70 PT = CPen /! "L" 48+32.05 POT
6.~ , - S 23° 30'W • '?
<0 ..... ~. ~
~~ ., S
&
~ . 115 V L .--.1
! ADVANCE WARNING
1 X-BUCK
EXISTING UTILITY PIPELINES (Direction or flow indicated by bell)
PROPOSED UTILITY PIPELINES OIL
SANITARY SEWER
GAS
WATER
EXISTING STORM DRAIN
PROPOSED STORM DRAIN STRUCTURE AND PIPE NO'S APPLICABLE IF SHOWN
FIRE HYDRANT
METER
VALVE or RISER
POWER POLE
JOINT USE POWER & TELEPHONE '-...Pen/J
~ ------=:::-:: Pe'?.LO_ , TRANSMISSION TOWERS
TELEPHONE or TELEGRAPH POLE
. ,-Pen /!. . . ________ ~!,~n /t; xxx.xxxxxxxx.xx I POLE ANCHOR
RECOVERED MONUMENT
• ~ ~
6-$-5
~ V ®
RECORD MONUMENT
+ ~ 7fB 6+5 S
OfMB
»SAT. DISH
STUB POWER or TELEPHONE
TELEPHONE DUCT
ELECTRIC DUCT
TELEPHONE MANHOLE
ELECTRIC MANHOLE
LUMINAIRE (MAST ARM MOUNTED)
LUMINAIRE (SPAN WIRE MOUNTED)
TELEPHONE PEDESTAL
ELECTRICAL TRANSFORMER
BURIED CABLE MARKER
CATCH BASIN or DROP INLET
MANHOLE
f 1 FLASHING
LIGHT CANTILEVER
---10---1 ---1 SS---1 OIL SANITARY SEWER
- --I G- --I - --I W - --I GAS WATER
-1-1 0 -1-1 -1-1 SS -1-1 -1-1 G -1-1 ----i ----i W ----i----i
--l--l--l SO --l--l--l STORM DRAIN
CED <B D==SD==D~==
<ED C8J EXISTING PROPOSED
--1-~--1~ --1-~--1-L --1-*-1--1~
-0- -0- -0- -0-
-0--0- -0--0-\....~ ~ --0---0-W -BBG- 'tv( -BBB A Wood A Steel Steel
- --l
Y'r~ y--« ==T===T= ==E===E= ~~~ ----L:M.~~
~""'--~ -"':~I.~~
o-~~ --)y\--
ill .&
9 E :::3 E-=:3
f~ MH. '-~
0----4-~ ill .& , ~ OMH.
INTERMITTENT DRAINAGE
INTERCEPTOR DITCH
TUNNEL
EXISTING ROADWAY
DAM
FORO
FERRY
HEAD & WINGWALLS
LAKE & RESERVOIRS
RIVERS OR CREEK
BUILDINGS: H=HOUSE M=MERCHANT /STORE S=SHED
SS=SERVICE STATION
FOUNDATIONS
WETLANDS
STUMPS
TANK (ABOVE GROUND)
TANK (BELOW GROUND)
--... - .. --... _ ... --- .. _ .. --...........
+-----+-----+---1. t = =E. .
--D , ~M» I/v---.JI\ ~\'C7Pl
===l ~ ~
e RIVER
r=~~~ ~ --'/
G CREEK --
PROPOSED
G=GARAGE U B=BARN H P=PRIVY
EXISTING
LH? W=WAREHOUSE
ICrT [G]? ~
fT\
~
~ ~ fT\ fT\
550 GAL. FUEL OIL TANK
r- -----, 550 GAL FU EL '-- ~ OIL TANK
GAS PUMP 0 GAS PUMP
DELINEATOR--GUIDE MARKER (FACING r- __ " RETAINING WALL
STONE FENCE
DECIDUOUS TREE
CONIFER TREE
CONIFER TREE SHRUB
SIGN (FACING +
RIPRAP
BRIDGE
PIPE CULVERTS
NOISE BARRIER
FENCE LINE
GUARDRAIL
GUIDE POST
SIDEWALK
CONCRETE CURB
CONCRETE CURB GUTTER
DRIVEWAYS, APPROACHES
I-lei I I I I I
~ EXISTING
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cf TIIT. Jh.k lil~
u
PROPOSED
• * ~ ~
.I.II.I JblL ~
n IJ
x=x Xx==x X-----x-----XX-----x-----x 0.0.0.0.0. , ••••• ,
00000 •••••
___ --'L_ I~
--E ______ 5 F===~
-.-J L _ -.-J L
STATE PROJECT DESIGNATION YEAR SHEET NO.
ALASKA INH-F-STP-065-2(3)/648991 2011 2
SIGNAL FACE, VEHICULAR
SIGNAL FACE, BACKPLATE
SIGNAL FACE, LEFT TURN, BACKPLATE
SIGNAL FACE, PEDESTRIAN
JUNCTION BOX, TYPE I
JUNCTION BOX, TYPE I!
JUNCTION BOX, TYPE II!
DETECTOR, LOOP
DETECTOR, MAGNETOMETER
DETECTOR, RADAR
DETECTOR, SONIC
DETECTOR, OPTICOM
EXISTING
---{9 - t--{9 - t-1-{9 --{~D
II La.J
rr=-:v w rrtJil ~
-C4.=J
-f'j; )==@----O
)==@----O
--llf--()
PROPOSED
---{Y ---t---b -+t-G> ----GJ
D [OJ [[ill L£J
-0 ~ >==ho --+++---0
DETECTOR, PUSH BUTTON (DIRECTION }-- fT5'L l:LJ cr
SIGNAL CONTROLLER
LOAD CENTER
SIGNAL POLE
SIGNAL POLE w/MASTARM
SOLID WHITE STRIPE
SOLID YELLOW STRIPE
BROKEN WHITE or YELLOW STRIPE
DASH YELLOW STRIPE
SOLID YELLOW STRIPE with BROKEN YELLOW STRIPE
842
000 <Dr') + + O<D OON "'~ N
~~ crI
RAILROAD MILE POST
I~ HIGHWAY MILE POST
W
Y
C><:]
"X-" L~
JI ~--
1><1
~ ®
@r--
FOR W Y STRIPING ___ _
PLANS
'*' ... I
'*' ,.. ... ,.. ... ...
~
@] [8J
Y --Y -
WETLANDS
- -RUNOFF FLOW DIRECTION
FLOW DIRECTION THROUGH CULVERT
INLET PROTECTION
OUTLET PROTECTION
LEGEND SHEET
TOTAL SHEETS
24
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POINT TABLE
VALUES ARE IN NAD83 ASP ZONE 4 U.S. SURVEY rEET
POINT DESCRIPTION I NORTHING I EASTING I STATION
B.O.P. 4217792.7382 I 1811733.1027 I 433+93.00
2 P.T. 4217955.51601 1811443.25461 437+25.92
4218349.1431 1810555.3378 446+97.18
4218712.3012 1809671.8636 456+52.38
5 P.I. 4218857.28921 1809319.14351 460+33.74
6 P.T. 4219218.81021 1809197.75351 463+67.85
7 P.I. 4220717.60931 1808694.49311 479+48.88
8 P.C. 4221306.19631 1808510.02791 485+65.70
9 P.I. 4221613.84891 1808413.60851 488+88.11
10 P.T. 4221776.87181 1808135.45331 491+81.06
11 P.C. 4221922.71721 1807886.60691 494+69.50
12 P.I. 4222120.2020 I 1807549.65181 498+60.06
13 P.T. 4222426.31941 1807307.10051 502+41.66
14 P.C. 4224053.16691 1806018.07281 523+17.29
15 P.I. 4224235.55881 1805873.55511 525+50.00
16 P.T. 4224304.11171 1805651.17551 527+68.57
17 P.C. 4224366.66191 1805448.26821 529+80.90
18 P.I. 4224471.75711 1805107.34851 533+37.65
19 P.T. 4224802.5560 I 1804973.7697 I 536+46.89
20 P.C. 4225337.74871 1804757.65531 542+24.07
21 P.I. 4225691.40471 1804614.84661 546+05.47
22 P.T. 4226030.90381 1804788.6489 I 549+39.61
23 P.C. 4226331.93711 1804942.7592 I 552+77.80
24 P.I. 4226681.94181 1805121.93981 556+71.01
25 P.T. 4227043.0180 I 1804966.27071 560+12.77
26 E.O.P. 4227748.7780 I 1804661.9998 I 567+81.32
27
NUMBER
Cl
C2
C3
C4
C5
C6
C7
DALTON MP 11-18 B.O.P.
DELTA ANGLE
10"49'12"
49'05'38"
42'13'29"
21'14'05"
34'28'32"
50'52'40"
49'05'56"
42277 48. 7780 1804661.9998
Curve Table DEGREE or
CURVE -ARC
03"15'00"
06'51'42"
06'51'42"
02'45'00"
07'38'22"
07'38'22"
06'51'42"
TANGENT
166.9578
381.3567
322.4078
390.5624
232.7062
356.7509
381.4013
RADIUS
1762.9471
835.0000
835.0000
2083.4738
750.0000
750.0000
835.0000
567+81.32
ARC LENGTH
332.9227
715.4677
615.3639
772.1633
451.2848
665.9897
715.5414
" '-.. ~'-..'-..'-..
ABBREVIA TlONS: ADEC B.O.P. CA CGP CMP CSP E EA ELEV. E.O.P. FT H L LB LT M.P. N N.C. NO. NTS P.C. PCF PG P.I. P.T. R RT R/W S SF SHLD STA SWPPP SY T TYP USACE V.C. V.P.I.
ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION BEGINNING OF PROJECT CLEAR AREA CONSTRUCTION GENERAL PERMIT CORRUGATED METAL PIPE CORRUGATED STEEL PIPE EASTING EACH ELEVATION END OF PROJECT FEET HEIGHT LENGTH OF CURVE POUND LEFT MILE POST NORTHING NORMAL CROWN NUMBER NOT TO SCALE POINT OF CURVATURE POUNDS PER CUBIC FOOT PROFILE GRADE POINT POINT OF INTERSECTION POINT OF TANGENCY RADIUS RIGHT RIGHT OF WAY SUPERELEVATION PERCENTAGE SQUARE FEET SHOULDER STATION STORM WATER POLLUTION PREVENTION PLAN SQUARE YARD LENGTH OF TANGENT TYPICAL UNITED STATES ARMY CORPS OF ENGINEERS VERTICAL CURVE VERTICAL POINT OF INTERSECTION
NUMBER
11
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
'-.. '-..
'-.. '-..
'-.. '-..
'-.. '-..
'-..
" " \ \
27
26
~ 25
~8 24
23 22
C7 21 20 19
C6 CS
18
STATE PROJECT DESIGNATION I YEAR SHEET NO.
ALASKA INH-F-STP-065-2(3)/648991 2011 I 3
GENERAL NOTES: 1. BASIS OF CONTROL CAN BE FOUND IN THE SUPPLEMENTAL
INFORMATION.
• Record of Survey Control Drawing of Dalton Highway MP 9-11 GPS Survey Project No. 64899 dated Nov 8. 2011.
17 16""
1 '14
LL
13 12
11
TOTAL SHEETS
24
C4 10 9 LINE TABLE
DIRECTION DISTANCE
S 55'16'02" E 0.0000 FT
N 66'05'30" W 971.2561 FT
N 67'39'16" W 955.2018 FT
N 18'33'39" W 1581.0345 FT
N 17'24'04" W 616.8161 FT
N 59'37'34" W 288.4362 FT
N 38'23'29" W 2075.6265 FT
N 72'52'01" W 212.3298 FT
N 21'59'21" W 577.1799 FT
N 27'06'35" E 338.1879 FT
N 23'19'20" W 768.5557 FT
C3' ~8
7
6
2
5 4
3 2
C1 '\
\ \
\ \ \
\
~
~~~~\" jJl> *·~.t
ABBREVIATIONS, CROSS {::;J.k~\ REFERENCE, AND PROJECT ,~.~~~~~~.d
LAYOUT .,\% ........ ~~-o C8 50'25'54" 06'51'42" 393.2034 835.0000 734.9664 ,\~~~, fL-__________________________________________________________________________________________________________________ ~ ____________________________ ~~/Z~2~'~~----~
STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS
ALASKA NH-F -STP-065-2(3)/64899 2011 4 24
ESTIMATE OF QUANTITIES ITEM NO. DESCRIPTION UNIT QUANTITY
201 (3B) CLEARING AND GRUBBING LUMP SUM ALL REQUIRED 201 (4B) HAND CLEARING LUMP SUM ALL REQUIRED ESTIMATE OF LUMP SUM QUANTITIES 202 (4) REMOVAL OF CULVERT PIPE LINEAR FOOT 423 ITEM NO. DESCRIPTION 203 (6A) BORROW, lYPE A TON
UNIT QUANTITY 624 201 (3B) CLEARING AND GRUBBING
203 {6B)M BORROW, lYPE B, MODIFIED TON 9,184 ACRE 11.0
201 (4B) HAND CLEARING 203 (6C)M BORROW. lYPE C, MODIFIED TON 95,094
ACRE 9.5
203 (3) UNCLASSIFIED EXCAVATION CUBIC YARD 108,570 301 (3) AGGREGATE SURFACE COURSE. GRADING D-l, MODIFIED TON 18,833 304 (1) SUBBASE, GRADING A TON 68,260
603 (1 24) 24 INCH CSP LINEAR FOOT 478 603 (1 36) 36 INCH CSP LINEAR FOOT 15
610 (2) DITCH LINING TON 10,070 613 (2) CULVERT MARKER POST EACH 22 615 (1) STANDARD SIGN SQUARE FOOT 45.01 618 (2) SEEDING POUND 2,650 624 (1) CALCIUM CHLORIDE TON 12.5 63D (1) GEOTEXTILE SEPARATION SQUARE YARD 28,000 TABLE OF ESTIMATING FACTORS 640 (1) MOBILIZATION AND DEMOBILIZATION LUMP SUM ALL REQUIRED 640 (2) CONTRACTOR CAMP LUMP SUM ALL REQUIRED ITEM NO. DESCRIPTION FACTOR
641 (1) EROSION. SEDIMENT AND POLLUTION CONTROL ADMINISTRATION LUMP SUM ALL REQUIRED 203 (6A) BORROW, lYPE A 2 TONS/CY
641 (3) TEMPORARY EROSION, SEDIMENT AND POLLUTION CONTROL LUMP SUM ALL REQUIRED 203 (68)M BORROW. lYPE B, MODIFIED 2 TONS/CY
641 (4) TEMPORARY EROSION, SEDIMENT AND POLLUTION CONTROL ADDITIVES CONTINGENT SUM ALL REQUIRED 203 (6C)M BORROW, lYPE C, MODIFIED 2 TONS/CY
· 641 (6) WITHHOLDING CONTINGENT SUM ALL REQUIRED 301 (3) AGGREGATE SURFACE COURSE. GRADING D-1 2 TONS/CY , · 641 (7) SWPPP MANAGER LUMP SUM 304 (1) SUBBASE, GRADING A 2 TONS/CY · ALL REQUIRED · ! 642 (1) CONSTRUCTION SURVEYING LUMP SUM ALL REQUIRED 610 (2) DITCH LINING 2 TONS/CY
642 (3A) THREE PERSON SURVEY PARlY CONTINGENT SUM ALL REQUIRED 618 (2) SEEDING 43 LBS/ACRE , · 643 (2) TRAFFIC MAINTENANCE LUMP SUM ALL REQUIRED 624 (1) CALCIUM CHLORIDE 5 TONS/MILE J
643 (23) TRAFFIC PRICE ADJUSTMENT CONTINGENT SUM ALL REQUIRED 643 (25) TRAFFIC CONTROL CONTINGENT SUM ALL REQUIRED 644 (1) FIELD OFFICE LUMP SUM ALL REQUIRED 644 (2) FIELD LABORATORY LUMP SUM ALL REQUIRED 644 (6) VEHICLES LUMP SUM ALL REQUIRED
644 (15) NUCLEAR TESTING EQUIPMENT STORAGE SHED EACH 1 644 (16) STORAGE CONTAINER EACH 1 645 (1) TRAINING PROGRAM, 1 TRAINEES / APPRENTICES LABOR HOUR 500 646 (1) CPM SCHEDULING LUMP SUM ALL REQUIRED
.
.
--c?"~\\ ~""~\2\" t,tJ:... *.~.~ >')-:49!!:i '.>')-~ \ .. : ... ~~.~ .. g ... ..... ~
'. R. WIllIAM COlE : ~
ESTIMATE OF QUANTITIES \:" C.E. 8258 .~~I ~~ .. ~~~~
2ft ~~, /2 Z1. '//
[, ~ ;::;
~ ~I ~ ~-
~ en
i ~ ~
~ en
-0 . ~ ~ .... <:>
]
~I ;e ~
co
'i !!= ... G--I K! .... ? :c ~
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>-' 1 c
..9 :g '" ~ :;!i'i c o
:g ----~I ] .., ~
= 2:. ., ~ ~ ..,
ADDENDUM NO.1, ATTACHMENT NO.7 STATE I PROJECT DESiGNATION I YEAR
ALASKA INH-F-STP-065-2(3)/648991 2011
SHEET NO.
5
ROADWAY CUT SLOPE LIMIT SHOWN ON PLAN SHEETS
15' HAND "1_ CLEARING AND GRUBBING .. ! _ CLEARING AND GRUBBING .. I.. 15' HAND----j CLEARING AS NEEDED i AS NEEDED CLEARING I
I SEED SLOPES
18' "I" 18' "I'" 11 ' .. I .... 10' .. I
PROFILE GRADE POINT 1 SEED SLOPES
______ ~ .. ~~3%~o ____ ==I=~~--~3%~o----------
I.... 9'
SEED SLOPES I • ___
. ----- - ROADWAY FILL SLOPE liMIT SHOWN ON PLAN SHEETS
~----- - \ "-- 6" AGGREGATE SURFACE COURSE, GRADING D-1, MODIFIED
./ /.IJ'- L . _ - 18" SUBBASE, GRADING A
-\ SELECT MATERIAL, TYPE C MODIFIED
~ EXISTING GROUND
STABILIZATION BERM SELECT MATERIAL, TYPE C (SEE NOTE 6)
DALTON HIGHWAY - TYPICAL SECTION
~
GEOTEXTILE, SEPARATION (SEE NOTE 15.)
-3 FOOT THICK BORROW, TYPE B, MODIFIED, AS NEEDED (SEE NOTE 13)
UNCLASSIFIED EXCAVATION
l' DITCH LINING
-.\ EXCAVATION LIMITS ---------'
GENERAL NOTES: 1. 2. 3. 4. 5.
6.
7 .
8.
9.
10.
11. 12.
13.
14. 15.
CALCIUM CHLORIDE SHALL BE APPLIED UNIFORMLY ACROSS THE ROADWAY, 36 FT WIDE CENTERED ABOUT THE CENTERLINE. SUPERELEVATION TRANSITIONS ARE PER STANDARD DRAWING 1-81.00. ROTATION TYPE IS CASE 1 PAVEMENT REVOLVED ABOUT CENTERLINE. SUPERELEVATION TRANSITIONS SHALL BE CONSTRUCTED PER SUPERELEVATION TABLE AND STANDARD DRAWING i-81.00. THE HAND CLEARING LIMITS ARE 15 FT BEYOND THE SLOPE STAKE OR TO THE EDGE OF RIGHT OF WAY OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL HAND CLEAR TREES GREATER THAN 4 INCHES IN DIAMETER. THE ORGANIC MAT BENEATH AND OUTSIDE OF THE PROPOSED EMBANKMENT LIMITS SHALL NOT BE REMOVED UNLESS DIRECTED BY THE ENGINEER. STABILIZATION BERM SHALL CONSIST OF MATERIAL FROM USABLE UNCLASSIFIED EXCAVATiONS. PLACEMENT OF MATERIAL FOR STABILIZATION BERM IS SUBSIDIARY TO
ITEM 203 (3) UNCLASSIFIED EXCAVATION. CONTRACTOR SHALL DISPOSE OF UNSUITABLE MATERIAL OR EXCESS UNUSABLE MATERiAL AT APPROVED LOCATIONS. IT is THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN WRITTEN PERMiSSION FROM PROPERTY OWNER'S TO DISPOSE OF UNSUITABLE MATERIAL OR EXCESS UNUSABLE MATERIAL AT LOCATIONS OUTSIDE THE RIGHT OF WAY LIMITS AND A WAIVER OF ALL CLAIMS AGAINST THE STATE FOR ANY DAMAGE TO SUCH LAND WHICH MAY RESULT. OBTAIN ALL PERMITS REQUIRED BY LAW FOR SUCH DISPOSAL. FURNISH A COPY OF SUCH PERMISSION, WAIVER OF CLAIMS, AND PERMITS TO THE ENGINEER BEFORE COMMENCING WORK. ANY DEWATERING NEEDED DUE TO THAWING OF HIGH MOISTURE MATERIAL, RAIN, SNOW MELT, GROUND WATER, ETC. SHALL BE CONSIDERED SUBSIDIARY TO ITEM
203(3). THE CONTRACTOR SHALL PROVIDE FOR ADEQUATE SURFACE AND SUBSURFACE DRAINAGE UNTiL COMPLETION OF THE NEW DRAINAGE INSTALLATIONS. PRIOR TO WINTER SHUTDOWN, EMBANKMENTS CONSTRUCTED ACROSS PROPOSED CULVERT INSTALLATIONS SHALL HAVE THE CULVERTS INSTALLED, CROSS DITCHES CUT OR OTHER MEASURES TO PROViDE ADEQUATE DRAINAGE DURING SPRING RUNOFF AS APPROVED BY THE ENGINEER. DITCH LINING SHALL BE PLACED IN FLAT BOTTOM DITCHES AS DIRECTED BY THE ENGINEER. A 3 FOOT THICK BORROW, TYPE B, MODIFIED LAYER SHALL BE PLACED ALONG CUT BANKS WHERE ICE-RiCH GROUND IS ENCOUNTERED AS DIRECTED BY THE ENGINEER. MATERIAL SHALL BE PLACED PRIOR TO THAWING OF ICE-RICH CUT BANK. SEED ALL DISTURBED GROUND EXCEPT AREAS COVERED WITH DITCH LINING AND SURFACE COURSE. CONSTRUCT TRANSITION BEFORE B.O.P. ACCORDING TO BOP TRANSITION DETAIL. E.O.P. OF THiS PROJECT IS B.O.P. FOR DALTON 11-18 PROJECT. TRANSITION AT E.O.P. SHALL BE DETERMINED BY THE ENGINEER. THE BORROW SECTiON SHALL BE PLACED ON EXPOSED ICE -RICH CUT SLOPES WITHIN 24 HOURS AND BEFORE TEMPERATURES RISE ABOVE 40'F OR AS DIRECTED BY THE ENGiNEER. FROZEN GROUND MAY BE ENCOUNTERED DURING EXCAVATION. PLACE GEOTEXTILE SEPARATION FABRIC IN ROADWAY CUT SECTIONS THAT EXCEED 3 FOOT iN DEPTH AS DIRECTED BY THE ENGINEER.
SUPERELEVATION IABLE CURVE I RADiUS OF S (%) PC PI PT I BEGiN I REMOVE REVERSE FULL END FULL REVtRSE REMOVE END
CURVE (FT) I TRANSITION ; ID NO. CROWN CROWN SUPER SUPER CROWN CROWN TRANSITiON
C1 1763 4.6 433+93 435+60 437+26 \ 432+67.72 433+15.72 433+63.72 434+26.12 436+92.8 437+55.2 438+03.2 438+51.2
C2 835 6.0 456+52 460+34 ~63+68 I 455+03.58 455+51.58 455+99.58 456+95.58 463+24.65 464+20.65 464+68.65 465+ 16.65
C3 835 6.0 485+66 488+88 491+81 I 484+16.9 484+64.9 48::J+ 12.9 486+08.9 491+37.86 492+33.86 492+81.86 493+29.86
C4 2083 4.2 I 494+55 i 498+60 502+55 1 493+50.94 493+98.94 494+46.94 494+99.74 502+ 11.42 502+64.22 503+12.22 503+60.22 C5 750 6.0 523+17 525+49 527+97 \ 521 +68.49 522+16.49 522+64.49 523+60.49 527+25.37 528+21.37 528+69.37 528+74.74
BOP
I FINISHED GRADE
,ow.,\]
NEW I EXISTING
6" AGGREGATE SURFACE COURSE, GRADING D-1, MODIFIED
18" SUBBASE, GRADING A
BOTTOM OF SELECT MATERiAL, TYPE C MODIFIED
DETAIL: BOP TRANSITION
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STATE PROJECT DESIGNATION I YEAR --- ALASKA INH-F-STP-065-2(3)/648991 2011 .,/
SHEET NO.
6
TOTAL SHEETS
24
6" AGGREGATE SURFACE COURSE, GRADING Oil, MODIFIED
- I - 18' -I- 1 ' , 8 -I" 11 .. I .. 10' ----.J
/ PROFILE GRADE POINT - I
/ 3% _ .,/ -s:-<v~
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---SELECT MATIR'''-, lYPE C, 'ODlR~ '-. ::
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..).¥ __ ._. _______ . _____ -- ---.-. - .- .. -. _ .. __ - -.. -- -- -- .- -- ----- -. -- - ----""-- EXISTING CMP TO BE REMOVED ___ . __ .. ,.--~ .. - - -. - - -- _____ - - - - -.. -- -. - - - - -- OR ENDS CRUSHED INPLACE AS r- -- ______ . ____ .--- -------. ----.- --.-- CULVERT REPLACEMENT - TYPICAL SECTION APPROVED BY THE ENGINEER
l..---- .. ---... -- NEW CULVERT TO BE INSTALLED EXISTING GROUND AT STATIONS 488+80, 537+50, 541 +25 &: 555+50
r-.> rr--BRASS -I>;, 'j;. PLATE
MARKE~ I x t, POST ~_ 0 LBUND RIVET
(TYP 2)
STAMP STATION AND SIZE OF PIPE, USING 3/8" HIGH MINIMUM LETTERS INTO A 2"x4"xO.064" THICK BRASS PLATE. FASTEN PLATE TO THE SIDE FACING TRAFFIC WITH TWO 1/8" DIA. BLIND RIVETS.
BRASS PLATE DETAIL N.T.S.
BRASS PLATE
YELLOW MARKER POST, 4' LONG
1/4" X 2" GALV. FLAT STEEL
3/8" GALV. BOLT, W/ NUT AND LOCK WASHER
J.. n12"
PIPE
=,J' =
IPE
BRACKET
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TOP VIEW N.T.S.
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(TYP)
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ROADWAY SURFACE
~
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1/2 D DIMPLE BAND
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CULVERT OUTLET SECTION VIEW NTS
NOTE: CORRUGATIONS NOT SHOWN
TOE OF SLOPE
SIDE VIEW END DETAIL 1/4" X 2" X 16" GALV. FLAT STEEL (GAL V. AFTER BENDING)
GENERAL NOTES: -----J/'-- PIPE
CROSS CULVERT MARKER POST DETAIL
MARKER POST NOTES: 1. MARKER POSTS ARE TO BE INSTALLED ON CROSS CULVERTS ONLY.
2. IF CULVERTS ARE CLOSELY SPACED, MARK ONLY THE FIRST AND LAST CULVERT IN SERIES AS DIRECTED BY THE ENGINEER.
N.T.S.
CULVERT SUMMARY REMDVE NEW PIPE LENGTH (FT) CULVERT
STATION EXISTING PIPE EXISTING APPROACH 24" 30" 36" 48" 60" MARKER (It) POST
488+80 24" x 60' CMP 60 125 2 506+50 24" x 65' CMP 25 2 510+95 24" x 55' CMP 20 2 515+00 24" x 65' CMP 20 2 518+50 24" x 55' CMP 20 2 521+75 24" x 50' CMP 20 2 524+60 36" x 85' CMP 15 2 537+50 24" x 150' CMP 150 95 2 541+25 24" x 150' CMP 150 70 2 549+25 24" x 62' CMP 5 25 2
BRACKET DETAIL N.T.S .
REMARKS
REPLACE CLEAN OUT, EXTEND 25 ' RT CLEAN OUT, EXTEND 20' RT CLEAN OUT, EXTEND 20' RT CLEAN OUT, EXTEND 20' RT CLEAN OUT, EXTEND 20' RT CLEAN OUT, EXTEND 15' RT REPLACE REPLACE CLEAN OUT, EXTEND 15' LT, TRIM BACK APPROXIMATELY 5' AND ATTACH 10' EXTENnON RT
1.
2. 3.
4.
5.
6.
7.
8.
CULVERT INVERT ELEVATIONS, ALIGNMENT, AND INSTALLATION SLOPES SHALL BE ADJUSTED SUCH THAT DRAINAGE IS MAINTAINED, AS APPROVED BY THE ENGINEER. DITCH TO DRAIN AS DIRECTED BY THE ENGINEER. LENGTHS AND LOCATIONS OF CULVERTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LENGTH AND LOCATION WITH ENGINEER PRIOR TO INSTALLATION. THIS WORK IS SUBSIDIARY TO PAY ITEMS 603(1-24) AND 603(1-36). ALL PROPOSED CULVERTS SHALL BE 12 GAGE OR THICKER CSP UNLESS NOTED OTHERWISE.
PLACE 12" THICK DITCH LINING AT ALL NEW CULVERT OUTLETS PER CULVERT OUTLET SECTION VIEW. PLACE GEOTEXTILE EROSION CONTROL, CLASS 1 FABRIC AT ALL NEW CULVERT OUTLETS BEFORE PLACING DITCH LINING MATERIAL. PAYMENT OF FABRIC AND LABOR TO INSTALL AT CULVERT OUTLETS IS SUBSIDIARY TO PAY ITEM 610 (2) DITCH LINING. CULVERT EXTENSIONS SHALL NOT BE SHORTER THAN 10 FEET IN LENGTH. CONTRACTOR SHALL EXCAVATE BACK IF NECESSARY TO CUT AND ATIACH EXTENSION OF AT LEAST 10 FOOT IN LENGTH. SLOPES SHALL BE DRESSED AND WARPED TO CONFORM TO THE CULVERT ENDS AS DIRECTED BY THE ENGINEER. CULVERT LOCATIONS AND LENGTHS MAY BE ADJUSTED BY THE ENGINEER.
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_,..:rl ---4.-----_-1 1. FIBER OPTIC (FO) LINE SHOWN REPRESENTS THE APPROXIMATE LOCATION.
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1218.50 1216.5
1216.60 1215.0
1214.90 1213.7
1213.40 1212.8
1212.10 1211.9
1211.00 1210.9
1210.00 1210.0
1209.00 1209.6
1207.90 1209.2
1206.59 1208.2
1205.07 1206,9
1203.35 1206.2
1201.42 1205.4
1199.29 1203.1
1196.95 1200.6
1194.40 1196.0
1191.65 1191.3
1188.69 1187.5
1185.63 1183.8
1179.61 1173.7
1176.86 1168.5
1174.32 1163.2
1172.00 1161.0
1169.89 1158.8
1167.98 1159.0
1166.29 1159.2
1164.81 1156.9
1163.54 1154.3
1162.48 1154.2
1161.63 1154.1
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1154.1
1163.54 1154.3
1162.72 1154.5
1162.12 1155.6
1161.74 1156.7
1161.58 1158.4
1161.64 1160.1
1161.91 1160.8
1162.40 1161.5
1163.00 1162.8
1163.45 1163.8
1163.62 1164.8
1163.49 1165.7
1163.08 1165.7
1162.37 1165.6
1161.38 1163.6
1160.09 1161.7
1158.52 1158.7
1156.65 1155.8
1154.50 1153.3
1152.20 1150.7
1150.02 1148.6
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1144.94 1142.7
1143.74 1141.8
1142.77 1140.9
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1140.14 1141.6
1139.43 1141.0
1138.96 1139.9
1138.27 1138.9
1137.35 1138.0
1136.21 1137.2
1134.85 1136.1
1133.26 1135.0
1131.45 1133.1
1129.42 1131.1
1125.12 1127.4
1120.83 1123.4
1116.54 1118.5
1112.25 1112.8
1107.96 1107.8
1103.67 1104.0
1099.37 1099.6
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GENERAL SITE INFORMATION: 1. SITE FUNCTION: ROAD 2. 2 YEAR, 24 HOUR RAINFALL EVENT: 1.5 INCHES, AVERAGE ANNUAL PRECIPITATION IS APPROXIMATELY 12 INCHES. 3. USGS QUAD MAP REFERENCE FOR LARGER SCALE TOPOGRAPHY IS THE FOLLOWING:
USGS QUAD MAP: LIVENGOOD C-4 SECTIONS: 7, 12& 1, AND 36 TOWNSHIP: 8 AND 9 NORTH
RANGE: 6 WEST AND 7 WEST MERIDIAN: FAIRBANKS
4. CONTRACTOR SHALL BE RESPONSIBLE FOR STOCKPILED MATERIAL AND STAGING AREAS. STOCKPILE AND EQUIPMENT STAGING AREAS SHALL COMPLY WITH CGP SWPPP REQUIREMENTS, SECTION 641 OF THE PROJECT SPECIFICATION, AND U.S. ARMY CORPS OF ENGINEERS
(COE) PERMITIING REGULATIONS.
ENVIRONMENTAL INFORMATION: 1. WETLANDS ARE THE ONLY RECEIVING WATERS FOR THIS PROJECT. 2. HISTORIC & CULTURAL RESOURCE PRESENCE: NONE
3. THREATENED & ENDANGERED SPECIES (T&E): THE PROJECT AND ITS SUPPORTING AREAS CONTAIN NO KNOWN T&E SPECIES OR HABITAT.
4. MIGRATORY BIRD TREATY: ALL CONSTRUCTION ACTIVITY SHALL COMPLY WITH THE MIGRATING BIRD TREATY ACT TO PREVENT THE KILLING OR TAKING OF MIGRATING BIRDS, OR ANY PART, NEST, OR EGG OF ANY SUCH BIRDS ..
5. REFER TO AND COMPLY WITH CONDITIONS OF WORK IN THE USACE' PERMIT. 6. NO WORK IS ALLOWED OUTSIDE PERMITIED AREAS. SEE PERMIT DRAWINGS, APPENDIX A OF THE SPECIFICATIONS. 7. PERMITIED TEMPORARY WORK AREAS IN WETLANDS SHALL BE PROTECTED AND RESTORED PER CONDITION OF THE CONTRACT AND THE
PERMITIING AGENCIES.
8. REFER TO APPENDIX A FOR ADDITIONAL PERMIT/CLEARANCE INFORMATION, STIPULATIONS, AND COMPLIANCE REQUIREMENTS FOR CONSTRUCTION OF THIS PROJECT.
9. CONTRACTOR IS RESPONSIBLE FOR SEEKING ANY OTHER PERMITS AND CLEARANCES REQUIRED FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT .
10. CONTACT THE DOT&PF PROJECT ENGINEER WITH ANY QUESTIONS OR CONCERNS REGARDING ENVIRONMENTAL ISSUES OR PERMIT INFORMATION.
GENERAL: 1. EROSION AND SEDIMENT CONTROL PLAN SHEETS, ALONG WITH GUIDANCE NARRATIVE LOCATED IN APPENDIX C OF THE CONTRACT GIVE
GENERAL INFORMATION FOR USE IN THE DEVELOPMENT OF THE CONTRACTOR'S SWPPP. THE CONTRACTOR SHALL REVIEW THE SLOPES AND GRADES SHOWN ON THE CONSTRUCTION PLAN, PROFILES, TYPICAL SECTIONS, AND DETAILS. THE CONTRACTOR IS EXPECTED TO
PROVIDE SITE SPECIFIC DETAILS AND BMP'S BASED ON THE CONTRACTOR'S ACTUAL SCHEDULE AND CONSTRUCTION METHODS, AS
REQUIRED TO COMPLY WITH THE CONSTRUCTION GENERAL PERMIT (CGP) AND SECTION 641 OF THE PROJECT SPECIFICATIONS. 2. THE ESCP SHEETS SHOW ESTIMATED WORK LIMITS FOR GROUND DISTURBING ACTIVITIES THAT OCCUR OUTSIDE OF THE EXISTING TOE OF
SLOPE. TYPICAL ESCP CONTROLS ARE LARGELY DEPENDANT ON THE CONTRACTORS MEANS AND METHODS OF CONSTRUCTION AND SITE SPECIFIC DETAILS. ANY CONTROLS SHOWN ARE NOT MEANT TO IMPLY THAT IT NEEDS TO BE USED FOR THE ENTIRE LENGTH OF THE WORK LIMITS SHOWN, OR THAT ALL NECESSARY MEASURES ARE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A SWPPP PLAN THAT MEETS THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS, AND TAKES INTO CONSIDERATION ALL APPROVED PERMITS.
3. TEMPORARY PERIMETER CONTROL IN THE FORM OF FIBER FILLED TUBE BERMS (OR FUNCTIONAL EQUIVALENT) ARE EXPECTED, BUT NOT LIMITED TO ANY LOCATION WHERE ACCUMULATED WATER RUNOFF MAY FORM OR AT CULVERT INLETS IF FLOWS ARE OBSERVED.
4. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA OPEN TO EROSION AT ANY ONE TIME .
5. EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED IN ADVANCE OF CONSTRUCTION ACTIVITIES AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON-SITE.
6. "FINISH AS YOU GO" STABILIZATION SHALL OCCUR AS EACH EARTH DISTURBING ACTIVITY IS COMPLETED IN ANY AREA. TEMPORARY STABILIZATION SHALL BE INSTALLED UNTIL PERMANENT STABILIZATION IS ACHIEVED .
7. ALL DISTURBED GROUND CAPABLE OF SUPPORTING VEGETATION SHALL BE RE-VEGETATED FOR FINAL STABILIZATION. FINAL STABILIZED AREAS NOT RE -VEGETATED SHALL BE 100% COVERED BY ROCK, OR OTHER PERMANENT NON-ERODIBLE MATERIAL. ATIAINMENT OF FINAL STABILIZATION SHALL BE AS APPROVED IN THE FIELD BY THE ENGINEER.
8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND COMPLYING WITH MATERIAL SITE OWNERS FOR ANY RECLAMATION REQUIRED. NO STOCKPILES OR STAGING AREAS ALLOWED IN WETLANDS.
9. PLACEMENT OF RIPRAP, CHANNEL LINING OR OTHER DISSIPATION MEASURES AS REQUIRED SHALL BE STARTED WITHIN 24 HOURS OF PLACEMENT OF THE CULVERT AND DONE IN ONE CONTINUOUS OPERATION.
10. REFER TO THE AKDOT&PF ALASKA STORM WATER POLLUTION PREVENTION PLAN GUIDE FOR ADDITIONAL GUIDANCE. INCLUDING BMPS AND CONDITIONS FOR THEIR USE.
(http://www.dot.stote.ok.us/stwddes/ desenviron/ assets/pdf /swppp/english/20 11 /swppp-guide_2011.pdfO
STATE PROJECT DESIGNATION I YEAR I SHEET I TOTAL NO. SHEETS
DITCH PROTECTION: ALASKA INH-F-STP-065-2(3)/648991 2011 I 16
1. DURING CONSTRUCTION, TEMPORARY OR PERMANENT DITCH PROTECTION IS REQUIRED (E.G. MULCH, ROLLED
EROSION CONTROL PRODUCTS (RECP'S), ROCK, ETC. AS NEEDED)
24
2. IF THE DITCH STRUCTURE IS TO BE VEGETATED FOR PERMANENT STABILIZATION, THE DISTURBED GROUND SHALL
BE PROTECTED WITH MULCH, RECP'S OR APPROVED EQUAL UNTIL VEGETATION IS ESTABLISHED AT 70% OF BACKGROUND.
SLOPE PROTECTION: 1. SLOPE PROTECTION BMP'S SHALL INCLUDE SLOPE ROUGHENING, MULCH, TACKIFYING, EROSION CONTROL
BLANKETS, SEEDING, ROCK LINING, OR OTHER METHODS APPROVED BY THE PROJECT ENGINEER.
PERIMETER CONTROL: 1. PROVIDE PERIMETER PROTECTION AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE PROJECT AREA. 2. PERIMETER CONTROLS MAY HAVE TO BE REMOVED AND REINSTALLED DAILY TO ALLOW CONSTRUCTION ACTIVITIES
TO PROCEED. 3. IN UPLAND AREAS, RETAIN A VEGETATIVE BUFFER STRIP WHEREVER POSSIBLE. VEGETATIVE BUFFER STRIPS MAY BE
USED IN LIEU OF SILT FENCE OR OTHER TEMPORARY DEVICES PROVIDED THEY ARE OF SUFFICIENT WIDTH FOR THE CATCHMENT AREA. SEE SECTION 641 OF SPECIFICATION.
HAULING: 1. ENSURE LOADS ARE STABLE OR COVERED SO THAT NO MATERIAL ESCAPEMENT OCCURS DURING HAULING.
STOCKPILE PROTECTION: 1. PERIMETER CONTROLS SHALL BE INSTALLED AROUND ALL STOCKPILES CONTAINING ERODIBLE MATERIALS.
2. AT NO ADDITIONAL COST TO THE DEPARTMENT, BMP'S MAY HAVE TO BE REMOVED AND RE-INSTALLED EACH SHin TO ALLOW FOR WORK.
3. SOIL STABILIZER, TACKIFIER, OR OTHER COVER SHALL BE USED AS NEEDED TO PROVIDE ADDITIONAL EROSION PROTECTION.
CONCENTRATED FLOWS: 1. WHEN POSSIBLE, AVOID CONDITIONS WHICH PROMOTE CONCENTRATED FLOWS. WHEN CONCENTRATED FLOWS OCCUR
INSTALL VELOCITY CONTROL BMP'S OR NON-ERODIBLE CHANNEL LINING. 2. TEMPORARY ROCK CHECK DAMS SHALL BE REMOVED WHEN FINAL STABILIZATION HAS BEEN ACHIEVED.
3. CONTRACTOR TO IMPLEMENT BMP'S, SUCH AS DIVERSION BERMS, TO PREVENT STORMWATER FROM ENTERING THE SITE.
POINTS OF DISCHARGE: 1. ALL DISCHARGE POINTS REQUIRE PERMANENT OR TEMPORARY VELOCITY CONTROLS. 2. DISCHARGES AND DEWATERING SHALL COMPLY WITH ADEC CLEAN WATER REGULATIONS AND PERMITS . 3. TEMPORARY STABILIZATION SHALL BE INSTALLED AS REQUIRED UNTIL PERMANENT STABILIZATION IS ACHIEVED.
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STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS
ALASKA NH-F -STP-065-2(3)/64899 2011 20 24
SIGNING NOTES:
1. REMOVE AND DISPOSE OF ALL EXISTING SIGNS AND SIGN FOUNDATIONS WITHIN THE PROJECT LIMITS, EXCEPT THOSE DESIGNATED FOR REINSTALLATION, SALVAGE OR OTHERWISE NOTED.
2. INSTALL MILEPOST SIGNS IN ACCORDANCE WITH MILEPOST DETAIL ON SHEET 22.
3 . MOUNTING HEIGHTS ARE PER STANDARD DRAWING S-05.01 UNLESS OTHERWISE NOTED. . Zoe: 4. DETERMINE POST LENGTHS IN THE FIELD. DO NOT EXTEND POSTS ABOVE TOP OF SIGN. OW
8~ STATION LOCATION ASDS LEGEND SIZE BRACING/FRAMING AREA o Z POSTS REMARKS g~ Z 0
5. INSTALL PST SIGN POSTS WITH SLEEVE TYPE SOIL EMBEDMENT PER STANDARD DRAWING S-30.03. ATIACH THE SIGN POST TO THE SLEEVE HxV
BRACED) FRAMED
Fzfj J SIZE J :::>w USING GALVANIZED 3/8" BOLT, NUT, SPLIT LOCK WASHER AND TWO FLAT WASHERS. 09;
LT.J RT. CODE (INCHES) (SO FT) :::::;; 0 'lYPE (INCHES) NO. . 6 . INSTALL PERFORATED STEEL TUBE POST SIGN BRACING AS SHOWN ON SHEET 21.
1 459+60 I X 010-101 MILE 9 14 X 18 I 1.75 N/S PSTJ 2.5 I 1 REPLACE EXISTING 7. ATTACH ALL SIGNS TO THEIR SUPPORTS WITH 3/8" BOLTS, EXCEPT ATTACH UNFRAMED SIGNS TO PST POSTS WITH ALUMINUM DRIVE RIVETS.
WIND WASHERS ARE NOT REQUIRED WITH DRIVE RIVETS. INCLUDE SPLIT LOCK WASHERS WHEN BOLTS ARE USED. I
2 476+30 1 X W7-1 TRUCK ON HILL (SYMBOL) 36 X 36 X 1 9.00 S PSTI 2.5 11 REPLACE EXISTING W7-3 9% GRADE 24 X 18 X I 3.00 8. ALL FASTENER HARDWARE SHALL MEET THE REQUIREMENTS OF THE "FASTENER SPECIFICATION TABLE", AS SHOWN.
3 480+80 I X ENTERING I S PST 1 2.5 I 1 REUSE EXISTING SIGN PANEL 9. MAINTAIN EXISTING SIGNS UNTIL NEW SIGNS ARE INSTALLED. DO NOT LEAVE DUPLICATE OR CONFLICTING SIGNING UP AT ANY TIME. GAME MGMT
10. ALL SIGNS NOTED FOR REMOVAL AND REINSTALLATION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE IF THEY ARE DAMAGED DURING UNIT 20F THE RELOCATION EFFORT.
4 512+40 I X 010-102 MILE 10 14 X 27 X I 2.63 N/S PST l 2.5 I 1 REPLACE EXISTING 11. LOCATE AND PROTECT ALL NEW AND EXISTING UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO: PIPELINES, TELEPHONE AND ELECTRICAL CABLES, PRIOR TO INSTALLING SIGN POSTS. NOT ALL EXISTING UTILITIES MAY BE SHOWN ON THE PLANS.
5 520+60 I X WARNING LEFT TURN X I S 1 1
REMOVE 12. CLEARING MAY BE REQUIRED TO ENSURE ADEQUATE VISIBILITY OF SIGNS. THIS WORK IS SUBSIDIARY TO PAY ITEM 615(1). 35 MPH X I 13. THE 4" MOUNTING AREA ON MILEPOST SIGNS (010-100 SERIES) SHALL BE BARE ALUMINUM. THIS ELIMINATES THE OPTION OF INSTALLING 6 523+17 1 X
Wl-4L l.EVERSE CURVE (SYMBOL~ 36 X 36 X 1 9.00 S PSTl 2.5 11 NEW SIGN GREEN REFLECTIVE SHEETING IN THIS AREA AS NOTED IN THE ASDS. f W13-1 45 MPH 24 X 24 I 4.00 f 14. FABRICATE ALL SIGNS FROM 0.125" THICK SHEET ALUMINUM. · f 7 528+90 Xl WARNING RIGHT TURN 1 N 1 1
REMOVE 15. LOCATE AND PROTECT ALL NEW AND EXISTING UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO: PIPELINES, INTERCONNECT ; 35 MPH 1 CABLES, SIGNAL SYSTEMS, LIGHTING SYSTEMS, STORM AND SANITARY SEWERS, WATER SYSTEMS, AND TELEPHONE AND ELECTRICAL CABLES, · ; PRIOR TO INSTALLING SIGN POSTS. NOT ALL EXISTING UTILITIES MAY BE SHOWN ON THE PLANS. ;
536+47 X J Wl-4L jlEVERSE CURVE (SYMBOL~ 36 X 36 X I 9.00 N PST I 2.5 11 NEW SIGN 8
~ W13-1 45 MPH 24 X 24 J 4.00 16. DELIVER ALL SALVAGED SIGNS TO THE LIVENGOOD MAINTENANCE YARD LOCATED AT MILE 81 ELLIOTT HIGHWAY. j
~ 9 564+10 I X 010-102 MILE 11 14 X 27 I 2.63 N/S PSTl 2.5 J 1 REPLACE EXISTNG ~
" , ; L TOTAL 45.01 SO FT J ;
· , FASTENER SPECIFICATION TABLE ;
SIGN POST TYPE KEY: FASTENERS STEEL STAINLESS STEEL , BOLTS ASTM A 307 ASTM F 593
j )
PST = PERFORATED STEEL TUBE NUTS ASTM A 563 ASTM F 594 )
TS = TUBE STEEL (SQUARE STRUCTURAL STEEL TUBING) WASHERS ASTM A 36 ASTM A 480
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BRACE SLOT DETAIL ELEVATION VIEW
STATE SHEET I TOTAL PROJECT DESIGNATION I YEAR I NO. SHEETS
ALASKA INH-F-STP-065-2(3)/648991 2011 I 21 I 24
3/S" X 3 1/2" GALVANIZED BOLT
GALVANIZED FLAT WASHER
NYLON WASHER
2" DIA. WIND WASHER
GALVANIZED FLAT WASHER GALVANIZED SPLIT LOCK WASHER GALVANIZED NUT
~Ii ~~ i~1~==-~ \ I ./f/ 3/8" X ,"
I, ~= /~GALVANIZED ';'LVANIZED BOLT
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o 1
GALVANIZED GALVANIZED
2 1/2" GALVANIZED
EFFECTIVE BRACE LENGTH
3/16" X 1 1/2" FLAT STEEL HOT DIP GALVANIZED BRACE (SEE NOTE 2)
FLAT WASHER SPLIT LOCK WASHER NUT
PERFORATED STEEL TUBE POST SIGN BRACING PLAN VIEW NOTES:
SIGN WIDTH(W)
24" 30" 36" 42" 4S"
EFFECTIVE BRACE LENGTH WARNING YIELD OTHER
30" lS" 18"
36" 24" 24"
42" 30" 30" 4S" - 36"
54"* 36" 42"
I
1. ALL FASTENER HARDWARE SHALL MEET THE REQUIREMENTS OF THE "FASTENER SPECIFICATION TABLE" ON SHEET 20. STAINLESS STEEL FASTENER HARDWARE MAY BE USED INSTEAD OF GALVANIZED.
2. 1/4" X 1 1/2" ALUMINUM ALLOY 6061-T6 BAR MAY ALSO BE USED TO FABRICATE SIGN BRACES.
3. ADJUST LOCATION OF BRACING SO BOLTS AND WASHERS WILL MISS THE LEGEND.
* OR FRAME 48" DIAMOND SIGNS WITH THREE WIND FRAMING MEMBERS AS SHOWN ON STANDARD DRAWING S-OO.l 0
-.L1
- W ·1 W .I-L I' } 3 \ -
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~ * USE ONE BRACE WHEN H ~ lS" _~"\\ t USE TWO BRACES WHEN 18" < H ~ 48" ~~"':.l!~~'.1. ~ USE THREE BRACES WHEN H > 48" ~~
a NOTE TO DESIGNER: ~ .... ";'.COUEENM.ACKISS:· J i1 THIS DETAIL IS FOR USE ON THE DALTON HIGHWAY ONLY. S I G N I N G 0 ETA I LS 1 0 F 2 '~~&.:.~E~ ... ~~~ ~ USE STANDARD DRAWING FOR ALL OTHER ROADWAYS. ·~\~~~oFis's~:!..4' <> ." .. ,x..,. .... --~ I Ol· o?>·\V I
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ALL ROADS EXCEPT DIVIDED ROADWAYS (D 10-101, D 10-102, D 10-103)
DIRECTION OF
TRAVEL
/2 1/2" PST POST
r-(.. L MILEPOST SIGN
INSTALL MILEPOST SIGNS (010 SERIES) WITH A 15 TO 30 FOOT OFFSET. REDUCE THE OFFSET AS NECESSARY SO THE BOTTOM OF THE SIGN IS NO MORE THAN 15 FEET ABOVE THE GROUND. THE SIGN OFFSET SHALL NOT BE LESS
STATE PROJECT DESIGNATION I YEAR SHEET I TOTAL NO. SHEETS
ALASKA INH-F-STP-065-2(3)/648991 2011 I 22 24
-=~~'\ ~~ ... £~.1. !-cr.:49JJi ~ ... -cr~
I~~~ ~ SIGNING DETAILS 2 OF 2 \~;:~~~~ .- "~~ms~ ~ '~~~
-'d THAN THE OFFSETS SHOWN ON STANDARD DRAWING S-05.01.
r·L-__________________________________________________________________________________________________________________ ~ ____________________________ ~~O\~·b~~~·I~~ ______ ~
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DRUMS AT 20' MAX SPACING IN TAPER (TYP)
DRUMS AT 50' MAX SPACING IN TANGENT (TYP)
---------------------------------1~----1-------L500' t 500' ~ 500'---!-100' MAX 425' BUFFER SPACE
CW20-100 48"x48"
NOTES:
CW20-4 48"x48" 36"x36"
LANE CLOSURE ON A TWO-LANE ROAD USING FLAGGERS
1. TRAFFIC MAINTENANCE SETUP SHOWN ON THIS SHEET SHALL BE USED FOR CULVERT INSTALLATIONS. 2. MAINTAIN A MINIMUM OF 12 FEET OF TRAVELED WAY OPEN TO THE PUBLIC. 3. ALL TEMPORARY TRAFFIC CONTROL SIGNS SHALL HAVE HIGH LEVEL WARNING DEVICES. 4. MODIFY AND ADJUST DISTANCES SHOWN ACCORDING TO SITE CONDITIONS. 5. TRAFFIC CONTROL DEVICES SHOWN ARE A GRAPHICAL REPRESENTATION ONLY. ACTUAL QUANTITY OF DEVICES
SHALL BE AS REQUIRED BY THE ALASKA TRAFFIC MANUAL. 6. THIS SEGMENT OF THE DALTON HIGHWAY HAS A POSTED SPEED OF 50 MPH. 7. TRAFFIC SETUP MAXIMUM DURATION: 3 CONSECUTIVE CALENDAR DAYS FOR EACH CULVERT LOCATION.
STATE PROJECT DESIGNATION I YEAR I SHEET I TOTAL NO. SHEETS
ALASKA INH-F-STP-065-2(3)/648991 2011 I 23 I 24
CW20-4 48"x48"
CW20-100 48"x48"
I. 500' 4 500' ~ 500' ~
LEGEND:
I TYPE III BARRICADE
G20-2 60"x24"
... .£j-'''-\\: '§ ;~~~61\" E ;~t::. ~.~.#. ~ ;j7~:'49lli ~ "'~~ () l···~··.:;,-#/'~l
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~PROVIDE SHOULDER o WHERE STAGING AT 2", USE I" WIDTHS ALLOW TEMPORARY JOINT -I JEN OPEN TO TRAFFIC
~Ht2. U~Y;:::" -
CASE A DROP-OFFS ~2 INCHES (PAVED SURFACES ONLY)
1. USE "UNEVEN LANES" (CW8-11) SIGNS FOR ALL DROP-OFFS IN BETWEEN TRAFFIC LANES.
2. LEAVE NO DROP-OFFS > 1.5" IN THE TRAFFIC LANE OR ACTIVE WHEEL TRACK.
3: Io W 4' TYP.
I" "I
11H<6"
CASE B 2" < DROP-OFFS < 6"
(ALL ROADWAY SURFACES)
1. PLACE CONES OR CANDLES FOR DROP-OFFS 2. 4 FEET AND ~ 30 FEET FROM THE EOTW.
2. USE DRUMS OR TYPE" BARRICADES FOR DROP-OFFS < 4 FEET FROM THE EOTW.
~ 8 MAINTAIN
4' MIN.
CASE C DROP-OFFS >6"
(ALL ROADWAY SURFACES AND ROADSIDE SLOPES)
1. PLACE DRUMS OR TYPE " BARRICADES FOR DROP-OFFS ~ 24" WITHIN THE CLEAR AREA.
2. PROVIDE PORTABLE CONCRETE BARRIER FOR DROP-OFFS >24" WITHIN 15 FEET OF THE EOTW.
STEEPER THAN OR EQUAL TO 3:1
3: Io W
- CLEAR AREA
H
<..N o ., ::u ~ "3 0 o ::u » r ~ (J) [Tl
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~ w
CLEAR AREA
\- -\ ~ l'
FILL SLOPES
W o I-
1-1-«0 «zui w(J)t5 0::-_ ««GJ >-Wo 0::0:: W«C) ijo::~ u«r::::! WW-.J o::-.Jw
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FLATTER THAN OR EQUAL TO 4: 1
3: b W
CLEAR AREA
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~~ G;r~ '(' ~
J(O,<) «'
STATE PROJECT DESIGNATION I YEAR I SHEET I TOTAL NO. I SHEETS
ALASKA INH-F-STP-065-2(3)/648991 2011 I 24 24
CUT SLOPES
~ 8 CLEAR AREA
CRITICAL AND NON RECOVERABLE SLOPES ----.,
~
""' HI,,' \
EOTW EDGE OF TRAVELED WAY
NO DEVICES REQUIRED (RECOVERABLE SLOPES)
CLEAR AREA REQUIREMENTS
INTERMEDIATE SPEED 40 MPH TO 45 MPH
HIGH SPEED
CHANNELIZING DEVICE REQUIREMENTS FOR SLOPES 3: 1 OR STEEPER WITHIN THE CLEAR AREA
RURAL
LOW SPEED < = 35 MPH
15' 24'
> = 50 MPH H <= 15' H > 15'
30'
10' DITCH SECTIONS, OR 2' BEHIND CURB URBAN
15' DITCH CONDITIONS, OR 2' BEHIND CURB
15' DITCH CONDITIONS, OR 2' BEHIND CURB
< 2000 VPD
LOW VOLUME CANDLES OR CONES TYPE " BARRICADES OR DRUMS
PORTABLE CONCRETE BARRIER OR TEMPORARY GUARDRAIL
TRAFFIC CONTROL NOTES: 1. USE THE EXISTING CROSS-SECTION (PRIOR TO
CONSTRUCTION) AS A BASIS FOR DETERMINING WHEN CHANNELIZING DEVICES ARE NEEDED .
2. INSTALL CHANNELIZING DEVICES WHEN THE HORIZONTAL OR VERTICAL CURVATURE IS MADE MORE SEVERE.
3. INSTALL FLEXIBLE DELINEATORS WHEN ALL VEGETATION OVER 4 FEET HIGH IS CLEARED FROM FILL SLOPES THAT ARE 3: 1 OR STEEPER IN THE CLEAR AREA.
4. USE PORTABLE CONCRETE BARRIER FOR WARRANTING CONDITIONS WHICH LAST LONGER THAN 3 DAYS. FOR CONDITIONS LASTING LESS THAN 3 DAYS, OTHER CHANNELIZING DEVICES MAY BE INSTALLED.
5. TERMINATE RUNS OF PORTABLE CONCRETE BARRIER USING THE FOLLOWING METHODS:
A) CONNECT TO A PORTABLE CRASH CUSHION, OR
B)
C)
PROVIDE A CONCRETE BARRIER WITH THRIE BEAM TRANSITION TO W-BEAM GUARDRAIL, TREATED WITH A PARALLEL TERMINAL (SEE SECTION 710).
> 2000 VPD
6. TERMINATE THE RUNS OF TEMPORARY W-BEAM GUARDRAIL USING THE FOLLOWING METHODS:
TYPE " BARRICADE OR DRUMS
WINTER SHUTDOWN NOTES:
A) PROVIDE A PARALLEL TERMINAL (SEE SECTION 710) 1. WHEN REQUIRED, USE CHANNELIZING DEVICES WHICH CAN BE MAINTAINED OVER WINTER.
B) FLARE THE ENDS OF THE TEMPORARY GUARDRAIL AWAY FROM THE ROADWAY AT A RATE OF 6:1 ON A COMPACTED 2. NO CHANNELIZING DEVICES ARE REQUIRED IF: SLOPE OF 6:1 OR FLATTER OUTSIDE OF THE CLEAR AREA, TERMINATE WITH A STANDARD W-BEAM END A) CONSTRUCTION SLOPES ARE RECOVERABLE, AND SECTION, OR
C) BURY IN THE BACKSLOPE.
EQUIPMENT NOTES:
1. WHEN THERE IS ACTIVE, NON MOBILE CONSTRUCTION EQUIPMENT WITHIN THE CLEAR AREA, DELINEATE THE ROADSIDE WITH TRAFFIC CONES.
2. SEPARATE PROCEDURES ARE REQUIRED FOR MOBILE WORK ZONE OPERATIONS AND SHORT DURATION WORK OF LESS THAN 12 HOURS.
B) SLOPES ARE SMOOTH AND COMPACTED, AND
C) REQUIRED CLEAR AREA IS PROVIDED
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USE DRUMS OR TYPE " BARRICADES IF BEYOND 15 FEET.
FLARE THE ENDS OF THE PORTABLE CONCRETE BARRIER AWAY FROM THE ROADWAY AT A RATE OF 7: 1 ON A COMPACTED SLOPE OF 6: 1 OR FLATTER, OUTSIDE OF THE CLEAR AREA. INSTALL A SLOPING PORTABLE CONCRETE BARRIER END TREATMENT, OR
CONTROL TRAFFIC D) BURY IN THE BACKS LOPE.
