proposed .highway projectdot.alaska.gov › nreg › projects › z610390000 › as-builts ›...

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" ^ * PROJECT LOCATION: ^ ^ o i . - . F - C 5 5 - 1 ( 1 2 ) / 6 3 4 0 6

A i - - O DA«ON V.I.

imnEHORSE V I .

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^ij STATE PROJECT OESIGMTMH YEAR

STATE OF ALASKA DEPARTMENT OF TRANSPORTATION

8c PUBLIC FACILITIES

AlASKA F - 0 6 5 - 1 ( 1 2 ) 1991 I

«• 9 n n M

19

ADDENDUM NO. 1, ATTACHMENT NO. 10

PROPOSED .HIGHWAY PROJECT F - 0 6 5 - l ( l 2 ) / 63406

ELLIOTT HIGHWAY, MP 7 NORTH REHABILITATION

GRADING, DRAINAGE= AND PAVING REHAB

STATION "L" l§^9+22.4k P.T. BK. = " L" 1579+21.90 . P.'o.t;:;:AH:

INDEX OF SHEETS \ SHEET NO.

1

2

3

4

5

6 - 8

9 - 1 2

13

14

15 -16A

17

1 8 - 1 9

DESCRIPTION

Title

Typical Sections

Estimate of Quantities

Slope Flotleninq ond Stobilizina Berm Summories

Culvert Summary

- Siqninq Summory 4 Notes. Monument Summery

Guordroil. Bridge Roil & Droinoae Summaries & Detoils

Controlled Releose Termjnol Details - • '

Approoches

Speciol Feotures ond Temporary Detour

Profile

Maleriol Sites

588 + 00 P.O.T.

100C+n.22 BK = 098 + 68:10 AH

I . I * (a i r iALS

MINOR EQUATIONS (LESS THAN 20" FT) NOT~ SHOWN

THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT:

A - 1 , C - 0 1 . 0 3 . C - 0 2 . 0 1 , C - 0 3 . 0 1 . C-04.00. D - 0 1 . 0 1 . D-04.10. D-OS.C-Ci D-10 .02 . G-04 .0JS. G-04.04W. C-09.01S. G09.01W. G-14.04S. • - -14.0 'V. C-18.G0S. G-24.05S. G-24.05W. G-29.01S. G-29.01V 1-41.00. 1-81.00. M - 1 6 . 0 1 . S-OO.OO. S05.00. S-20.C0, S - 3 0 . 0 1 . T - 7 1 . 0 '

• m

r^.Lgj.M-^«- •^•rjKm-jiimif^-uiigac?; SSVS£i?mmi

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ADDENDUM NO. 1. ATTACHMENT NO

17' 17'

15 '

.02-,

SEE NOTE 1'

PROFILE GRADE 2" ASPHALT CONCRCTE TACK COAT 4" RECYCLED ASPHALT TREATED BASE COURSE EXCAVATE TO TOP OF RECONDmONING (SEE NOTE 3.) 4" RECONDITIONING

TYPICAL SECTION BOP - STATION 1460+00. STATION 1560+00 - EOP

17' 17"

15* 15-

k^ . 0 2 ' / -

^

PROFILE GRADE

- J ) t ? ASPHALT CONCRETE - / * • ASPHALT TREATED PERMEABLE BASE COURSE (SEE NOTE 6.) - 12" SELECTED MATERIAL. TYPE A - EXCAVATE TO TOP OF RECONOmONING (SEE NOTE 3.) - 4" RECONDmONING

TYPICAL SECTION STATION 1460+00 - STATION 1560+00

17-

15'

, 0 2 y I . 02 - / - _

SEE NOTE,

" - PROFILE GRADE T ASPHALT CONCRETE TACK COAT 4" RECYCLED ASPHALT TREATED BASE COURSE i r SELECTED MATERIAL, TYPE A 34- WIDE SEPARATION GEOTEXTILE (SEE NOTE 7.) EXCAVATE TO TOP OF RECONDmONING (SEE NOTE 4" RECONDfTlONING

3.)

TYPICAL SECTION: SUBEXCAVATION AREAS

(SEE SUMMARY)

z

SUBEXCAVATION SUMMARY BEGIN

STATION

588+70 < 606+00 »^

665+55 1^ 745+70 i / 8 8 8 + 9 0 " 8 9 4 + 0 0 v^

900+^J-fO 910+00 I - '

" i f t f l + 4 0 ~ 9 5 9 + 3 0 -^ 9 8 1 + 3 0 1 ^ 9 8 6 + 7 5 « /

1 0 1 0 + 5 0 - ^ 1020+30 •^

1034+80 •^ 1037+00 - ^ 1 0 3 9 + 3 0 1 ^ 1058+50 -^ 1069+00 > 1072+00 /

1074+25 "^ 1095+75 • 1099+10 • 1 1 1 8 + 7 5 ^ 1147+50*^ 1 1 5 4 + 0 0 /

1175+00 "^ 1178+50 -^ 1183+75 y^ 1203+00 t ^ 1248+75

1265+00 \ ^

END STATION

6 0 1 + 0 0 - ^ 607+00 "

666+55 " 768+25 .^ 8 9 1 + 9 0 ' ' 898+00"^

905+60 flfC 9 1 5 + 6 0 - ^ 9 2 1 + 7 5 9 6 0 + 6 0 ' ' ' 981+90 »^ 9 8 8 + 7 5 /

1 0 1 2 + 4 0 1 ^ 1 0 2 1 + 3 0 " '

1036+00 • 1 0 3 8 + 3 0 - ^ 1044+50 . ^ 1 0 5 9 + 6 0 ^ 1 0 7 1 + 3 5 ' ' 1 0 7 3 + 3 0 / 1 0 8 3 + 8 0 / 1 0 9 5 + 5 0 ' ' 1 1 0 2 + 5 0 - • 1 1 2 6 + 1 5 ^ 1 1 4 8 + 7 5 / 1155+75*^

1 1 7 6 + 5 0 * ' 1 1 8 1 + 0 0 /

• • LENGTH OF SUBEXCAVATION

1230 100

100 2255

300 400

' ^ 9 # ' . 3 9 0 -560

^ • i ^ a i s 130

60 200 191

100 120 131 520 110 235 130 955

75 340 740 125 177

150 250

1 1 8 5 + 5 0 . ^ 275 1217+00 • • 1251+15

1 2 8 1 + 2 5 ' ' MAJOR EQUATION

1245+50 •

1252+00 <^ 1254+50 ^ 1268+75 1 / 1274+50 "^

1302+25 -^ 1309+75 y 1334+65 ^ 1393+50 "^

1405+45 </ 1409+50 / 1422+20 v^

1426+50 • 1429+25 1437+15 » / 1443+40 >^

1560+00 "^ 1572+25 t^ 1575+50 1 /

1 2 5 0 + 5 0 / 1 2 5 3 + 2 5 /

1 2 5 7 + 5 0 " ' 1 2 6 9 + 7 5 / 1 2 7 5 + 2 5 /

1 3 0 5 + 0 0 /

1 3 1 4 + 7 5 ' ' 1 3 3 6 + 6 5 1 ^ 1396+25 ^

1 4 0 7 + 0 0 / 1 4 1 7 + 0 0 " ^ 1424+00 -^ 1 4 2 8 + 0 0 ' ' 1434+00 1 4 4 1 + 7 5 ' '

1400 7 240

1625

500

125

300 100

75

275 500 200 275

55 750 179 150

•? 475 461

1 4 5 1 + 0 0 ' ' ' 750 1568+00 1573+25 1579+22

TOTAL LENGTH (FT.)

/ 800 •^ 100 ^ 372

20.201

REMARKS AND EQUATIONS WITHIN SUBEXCAVATION LIMITS

tk^Ct ^OViO-^iO

Iklim-iffHAO ^ jV/z r - ' fZZ

1011+84.15 BK = 1011+82.66 AH

1037+55.53 BK = 1037+55.51 AH

...

- •

1154+70.54 BK = .1154+68.31 AH

OMIT SEP^P'^TI"M rEPTEyTILEZ'ofeag

1298+11.11 BK = 1239+71.30 AH

\ 1

1

1

1423+10.88 BK = 1423+11.80 AH

1437+45.37 BK = 1437+44.31 AH

SEE NOTE 4 .

STATE PKOJECT DCSBIWTIOH TEAR "S" J ^

S ALASKA F - 0 6 5 - 1 ( 1 2 ) 1991

TYPICAL SECTION AND EXCAVATION NOTES

• RESHAPE SLOPES PER SLOPE TABLE

1. FLATTEN SLOPES OR CONSTRUCT BERUS AS REQUIRED (SEE TABLES. SHECT 4).

2 . RE-ESTABLISH DITCH PROFILE. GRADE DITCH CROSS-SLOPE TO 10:1.

3 . EXISTING ASPHALT REMOVED AND STOCKPILED FOR USE IN RECYCLED ASPHALT TREATED BASE SHALL NOT BE INCLUDED IN THE EXCAVATION QUANTTTY. BUT SHALL BE PAID UNDER ITEM 306(6). MILL AND STOCKPILE EXISTING PAVEMENT.

4 . LENGTH INCLUDES ADJUSTMENTS FOR EQUATIONS WTTHIN SUBEXCAVATION INTERVALS AND IS REPORTED TO THE NEAREST FOOT.

5. SHOULD ADOmONAL SUBEXCAVATION BE INDICATED IN THE FIELD. THE TRANSITION LENGTH SHALL BE ADJUSTED TO ASSURE A TRANSmON SLOPE THAT IS NO STEEPER THAN 10:1 UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

6. THE ASPHALT TREATED PERMEABLE BASE COURSE DIMENSION OF 6 INCHES REFERS TO THE BASE COURSE THICKNESS AT CENTERLINE.

7. SEPARATION GEOTEXTILE SHALL BE PLACED IN SUBEXCAVATION AREAS EXCEPT AS NOTED IN THE SUBEXCAVATION SUMMARY.

FILL SLOPE TABLE •

HEIGHT

0 ' - 5 -5 ' - 1 0 -

1 0 ' - 1 5 -OVER 15-

SLOPE 4:1

3:1 2:1

1 -1 /2 :1 • OR AS NOTED ON THE

AS-BUILT PLANS

BACKSLOPES IN CUT SECTONS VARY. REFER TO AS-BUILT PLANS. USE 4:1 FORESLOPES IN CUT.

10 FT. CTYP.) TRANSITION LENGTH

BOTTOM OF TYPICAL EXCAVATION (BOnOM OF RATS)

'0;l NOTC .

AS-BUILT PLANS-

I111TIM.S: c ^ . P . \Mz:qiJul3i

^ BOnOM OF SUBEXCAVATION (OR BOTTOM OF TYPICAL EXCAVATION FOR ATPB)

.,. EXCAVATION TRANSITION .DETAIL

TYPICAL SECTIONS

/•.•49's p*. . . : ; . i

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•A M , ;£••

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iJaHitSsiiisiîSsiaiai ^£Wit^'jM?aiijSi^îi

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ESTIMATE OF QUAN ITEM NO.

120(1)

201(13)

202(4A)

203(3A) 203(6)

3 0 1 ( 0 303(1) 306(4) 306(5) 306(6) 401(1)

401(2) 402(1) 403(2) 509(1) 6 0 3 ( 1 7 - 1 8 ) 6 0 3 ( 1 7 - 2 4 ) 6 0 3 ( 1 7 - 3 6 ) 603(22)

606(1)

606(5) 606(6) 606(8) 606(9) 606(12) 606(13)

609(7)

610(3)

613(2) 614(5)

615(1) 616(1) 618(2) 630(1)

630(3) 634(1) 635(1) 639(1)

640(1) 641(1) 642(1)

642(2)

643(2) 643(3) 643(4) 643(5)

643(6) 643(7) 643(14)

543(15)

643(18) 643(22) 643(24)

644(1)

644(2) 645(1)

670(1)

DESCRIPTION DSE ADJUSTMENT

CLEARING

REMOVAL OF CULVERT PIPE

UNCLASSIFIED EXCAVATION BORROW

CRUSHED AGGREGATE BASE COURSE RECONDITIONING RECYCLED ASPHALT TREATED BASE COURSE ASPHALT TREATED PERMEABLE BASE COURSE MILL AND STOCKPILE EXISTING PA'/EMENT ASPHALT CONCRETE. TYPE IV AC-2 .5 ASPHALT CEMENT CSS-1 ASPHALT FOR TACK COAT CSS-1 EMULSIFIED ASPHALT FOR PRIME COAT REINFORCED CONCRETE SLAB 18 INCH PIPE 24 INCH PIPE 36 INCH PIPE CULVERT REPAIRS

W-BEAM GUARDRAIL RFMOVAI ANin niSPOSAI OF GDARnRAII END ANCHnRAGFS rnNTROI 1 FD RFI FA'^F TFRMINAl S GUARDRAIL MARKER POSTS GUARDRAIL/BRIDGE RAIL CONNECTION BRIDGE RAIL RHROFIT TREATED TIMBER CURB

DITCH LINING CULVFRT MARKER POSTS SURVEY MONUS<ENTS AND CASES

STANDARD SIGNS 3 / 4 INCH DIAMETER CULVERT THAW PIPE

SEEDING GEOTEXTILE. SEPARATION HEAVY DUTY GEOSYNTHETIC REINFORCEMENT

TEMPERATURE PROBE INSULATION BOARD

APPROACHES MOBILIZATION AND DEMOBILIZATION TEMPORARY EROSION AND POLLUTION CONTROL CONSTRUCTION SURVEYING THREE PERSON SURVEY PARTY

TRAFFIC MAINTENANCE

PERMANENT CONSTRUCTION SIGNING CONSTRUCTION SIGN TYPE II BARRICADE

TYPF III BARRICAOF TRAFFIC CONE TEMPORARY PAVEMENT MARKING

FLAGGING

WATFRING ONE LANE ROAD TEMPORARY DETOUR

FIELD OFFirF FIELD LABORATORY TRAINING PROGRAM

PAIMTFO TRAFFIC MARKINGS

TITIES UNIT

CONTINGENT SUM

LUMP SUM

EACH LUMP SUM

TON TON

MILE TON TON TON TON

TON TON TON

SQUARE YARD LINEAR FOOT LINEAR FOOT IINFAR FOOT

EACH

LINEAR FOOT

IINFAR FOOT

FACH FACH EACH EACH

LINEAR FOOT LINEAR FOOT

STATION FACH EACH

SQUARE FOOT EACH

POUND SQUARE YARD

SQUARE YARD EACH MBM

EACH LUMP SUM

CONTINGENT SUM LUMP SUM

HOUR

LUMP SUM

LUMP SUM DAY DAY

DAY DAY

STATION

HOUR

M-GALLON HOUR EACH

LUMP SUM LUMP SUM MAN-HOUR

LUMP SUM

QUANTITY ALL REQUIRED

ALL REQUIRED

21 ALL REQUIRED

125.205 3.835 19.55

71.915 10.730 29.550 39.910

3436 65 12.5

916.7

570 1086

58 24

10.125 13 669 5

.- 4 4

38 12 50

2187.5

139.03 74 107

762.64

16

5710 124.260

10.250 4

120 55

ALL REQUIRED ALL REQUIRED ALL REQUIRED

20

ALL REQUIRED

A l l REQUIRED 1500 1500

300 6000 1043

3750

4000 825

2

ALl RFOUIRED ALL REQUIRED

1500

ALL REQUIRED

SIGN CODE

G 2 0 - 1

G 2 0 - 2

LEGEND

ROAD CONSTRUCTION NEXT 20 MILES

END CONSTRUCTION

SIZE

6orx 36 :

60rx 24"

'o ADDENDUM NO. 1,ATTACHMENT N0.12

^ I

.?<i.J«<a s o - . 7 ^

PERMANENT CONSTRUCTION SIGNING

SUPERELEVATION TABLE D-

0- - 7 3 0 -2-45- - 3-30' T 4 5 " - MAX VALUE

E (FT./R.) 0.04 0.05 0.06

.TRANSITION LENGTH 150 FT. 190 FT. 190 FT.

• OR AS DIRECTED BY THE ENGINEER

SEEDING APPLICATION BERMS SLOPE FLAHENING DITCH SECTIONS RLL SECTIONS

SUMMARY AREA. S.F.

572.450 501.700

1.314.240 3.021.328

TABLE OF ESTIMATING FACTORS PAY ITEM DESCRIPTION FACTOR

203(5) BORROW. SELECTED MATERIAL TYPES A.B. A C 1.80 TONS/C.Y.

301(1)

305(4)

306(5) 306(6) 401(1) 401(2)

402(1)

403(2)

CRUSHED AGGRFGATF: BASE COURSE

RECYCLED ASPHALT TREATED BASE COURSE

ASPHALT TREATED PERMEABLE BASE COURSE MILL AND STOCKPILE EXISTING PAVEMENT ASPHALT CONCRETE AC-2 .5 . ASPHALT CEMENT

CSS-1 ASPHALT FOR TACK COAT

CSS-1 EMULSIFIED ASPHALT FOR PRIME COAT

1.85 TONS/C.Y. 1.88 TONS/CY.: 60:40 BLEND (DRY AGGREGATE TO RECYCLED ASPHALT

1.75 TONS/C.Y. 1.92 TONS/C.Y. 0.055 TONS/S.Y.-IN (SEE NOTE BELOW) 241 GALLONSAON; 0.10 GALLONS/S.Y.

241 GALLONSAON; 0.40 GAaONS/S.Y.

NOTE: fTEM 401(2) . AC-2 .5 . ASPHALT CEMENT WILL BE USED FOR THREE ITEMS AT VARYING RATES: 305(4) I X BY WEIGHT OF TOTAL MIX 305(5) 3S BY WEIGHT OF TOTAL MIX 401(1) 6X BY WEIGHT OF TOTAL MIX

I M M M M t f W t

IMT IALS :

'^mrimim WM^WM^^S^

; ^ L - ......^fSi

'mm

- .•^.,,....-.-.T.-->ui^=^^T.l^.Tiifr-/.-^:t*^f"..^Jl^ii'i«p3;?;£:.'

i SLOPE

i BEGIN STftTlDN

• 6 7 4 + 0 0 584 + 00 718+00 827+CO 829 + 50

i 8 3 6 + 5 0

1 839 + 50 8 7 6 + 0 0 3 7 6 + 0 0

1 8 8 7 + 0 0 887+00 8 9 8 + 0 0 898+00 901+50 907+50 907+50 910+00 9 1 0 + 0 0 9 7 3 + 5 0 9 8 1 + b 0 9 8 5 + 0 0 989 + 50 9 9 9 + 5 0

1008+50 1014+50 1028+50

1029+00 1040+00 1165+00 1201+00 1202+00 1203+50 1209+50 1213+50 1260+50 1273+50 1273+50

' 1393+50

• 1397+50

FLATTENING

END STATION

6 7 8 + 0 0 686+00

720+00 8 3 0 + 5 0 8 3 5 + 5 0 8 4 1 + 0 0 8 4 1 + 5 0

8 8 5 + 0 0 8 8 3 + 0 0 8 9 6 + 0 0 892 + 50 900 + 50 9 0 0 + 5 0 9 0 5 + 0 0 9 0 9 + 5 0 9 0 8 + 5 0 9 1 6 + 5 0 9 3 0 + 0 0 974 + 50 982 + 50 9 8 8 + 5 0 9 9 7 + 0 0

1000+50 1013+50 1016+50 1031+00 1032+00 1043+00 1174+00 1202 + 50 1717+00 1208+OC 1211+00 1215+50 1271+00 1277+50 1279+50

• 1399 + 50 • 1398+50

SUMMARY

LEFT

X X

X X

X X

X

X

X X

X X

X X X X

X

X

X X

X X

RIGHT

X X

X

X

X

X X

X

X

X

X X

X

X X X

X

STABILIZING BERM

BEGIN STATION

653+50 830+50 9 6 5 + 0 0 9 9 2 + 0 0 9R6+50

1016+00

1032+00 1016+50 1021+50 1026+00 1038+50

•• 1129+00 1213+50

1257+50 1257+50 1263+50

END STATION

6 5 6 + 0 0 8 3 8 + 0 0

9 8 0 + 0 0 9 9 9 + 0 0 9 9 9 + 0 0

1029+00 1035+00

1019+50 1077 + 50 1028+50 1043+50

• • 1133+00 1217+00 1260+50 1260+50

1273+50

SUMMARY

LEFT

X

X

X

X

X X X X

X

RIGHT

X

X

X

X X X

X

PROFILE REHABILITATION SUMMARY STATION

5 9 1 + 0 0

6 5 1 + 0 0

8 2 0 + 0 0

8 7 6 + 0 0

9 6 7 + 0 0

1126+00

1158+54

1247+00

1392+00 1423+54

1515+76

1567+05.24

CUT/FILL

—

F0.2

— —

—

— —

F0.1

— — — —

TO STATION

631+00

692+00

8 4 6 + 0 0

9 3 0 + 5 0

1041+50

1142+00

1218+00

1288+00

1402+00 1431+20 1524+19

1578+50

CUT/FILL

F0.3

C0.7

—

F0.4

C I . 3

C0.55

— —

F0.3

REMARKS

NO TRANSITION; MATCH EXISTING AT BEGINNING TRANSITION END 50 FT AHEAD TO MATCH

TRANSmON BEGINNING 25 FT BACK TO MATCH TRANSITION END 200 FT AHEAD TO MATCH

MATCH EXISTING AT BEGINNING AND END (SEE SHEET

NO TRANSmON: MATCH EXISTING AT BEGINNING NO TRANSITION: MATCH EXISTING AT END

NO TRANSITION: MATCil EXISTING AT BEGINNING TRANSmON END 50 R AHEAD TO MATCH

MATCH EXISTING AT BEGINNING AND END NO TRANSITION: MATCH EXISTING AT BEGINNING TRANSITION END 150 FT AHEAD TO MATCH

TRANSmON BEGINNING 100 H BACK TO MATCH TRANSITION END 100 FT AHEAD TO MATCH

MATCH EXISTING AT BEGINNING AND END MATCH EXISTING AT BEGINNING AND END

MATCH EXISTING AT BEGINNING AND END NO TRANSITION: MATCH EXISTING AT BEGINNING TRANSmON END TO MATCH AT EOP

17.)

» WIDTH = HEIGHT ( ± ) (AVERAGE HEIGHT IS 9 FT.)

15 FT 15 n

WIDTH

SELECTED MATERIAL. TYPE C (BELOW TYPICAL SELECT/BASE MATERIALS)

SLOPE FLATTENING DETAIL WIDTH

• FLAnEN TO 2:1 I M « « M M M # * « « « * «

ImTIALS: C . F .

AS-BUILT PLANS

DATE: o l / 6 / 2 f

15 FT

* .*

15 FT

6 n

SELECTED MATERIAL. TYPE C (BELOW TYPICAL SELECT/BASE MATERIALS)

STABILIZING BERM DETAIL

7.

9.

10.

1 1 .

12.

USE 1 - 1 / 2 : 1 SLOPES

MMi^m

ADDENDUM NO. 1. ATTACHMENT NO. 13 y STATE PROJECT OESGHATIOK

F - 0 6 5 - 1 ( 1 2 )

TEAR ~

1991 19

GENERAL NOTES

STATIONING ON THIS PROJECT IS APPROXIMATE AND IS SUBJECT TO MINOR REVISIONS AS DIRECTED BY THE ENGINEER. STATIONING IS BASED ON AS-BUILT PLANS FOR THE FOLLOWING PROJECTS:

S -0680 (12 ) ELUOn HIGHWAY. FOX-OLNES. GRADING & DRAINAGE S -0680 (21 ) ELUOTT HIGHWAY. CHATANIKA-SNOWSHOE PASS.

GRADING, DRAINAGE & BRIDGE S - 0 5 8 0 ( 1 6 ) ( I 8 ) ELUOn HIGHWAY. CHATANIKA RIVER & WEST FORK

TOLOVANA RIVER BRIDGES & APPROACHES S -0680 (8 ) ELUOn HIGHWAY, WASHINGTON CREEK Ic TOLOVANA

RIVER BRIDGES & APPROACHES F R - F - 0 6 5 - l ( 2 ) EaiOTT HIGHWAY, MILE 7 TO SNOWSHOE PASS.

GRADING. DRAINAGE. & HOT ASPHALT PAVEMENT

EXISTING APPROACHES WILL BE UPGRADED AND NEW APPROACHES Wia BE CONSTRUCTED AS SHOWN ON THE PLANS AND AS DIRECTED. THE ESTIMATED QUANTITIES OF MATERIALS REQUIRED FOR APPROACHES ARE INCLUDED IN THE ESTIMATE OF QUANTITIES.

THE ESTIMATED CLEARING QUANTITY IS 127.4 ACRES. THIS AREA INCLUDES FILL SLOPES. DITCH SECTIONS AND APPROACHES/TURNOUTS. F l U SLOPES SHALL BE CLEARED TO THE TOE OF SLOPE. DITCH SECTIONS SHAa BE CLEARED FROM THE SHOULDER TO A HEIGHT ON THE BACKSLOPE APPROXIMATELY LEVEL WITH THE SHOULDER. TURNOUTS SHAU BE CLEARED TO REGAIN VANTAGE POINTS AS DIRECTED BY THE ENGINEER.

NEW GUARDRAIL AREAS UNDER CONSTRUCTION SHALL BE DEUNEATED WITH TYPE II BARRICADES UNTIL THEY ARE COMPLETED.

ON STANDARD DRAWINGS G-14.04S AND G-14.04W, CHANGE THE •4"M1N.-DIMENSION BETWEEN THE EDGE OF TRAVELED WAY AND THE EDGE OF SHOULDER TO " 4 " MIN."

CULVERT INVERT ELEVATIONS AND INSTALLATION SLOPES SHAU BE AS DETERMINED IN THE FIELD BY THE ENGINEER.

DITCHES AND ORIGINAL GROUND AT THE TOE OF SLOPE WILL BE GRADED TO DRAIN AS DIRECTED BY THE ENGINEER. THIS WORK W i a NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED SUBSIDIARY TO fTEM 303(1) . RECONDiTroNING.

ARER COMPLETION OF PAVING OPERATIONS, MATERIAL WILL BE PULLED FROM THE SLOPES TO MATCH THE NEW PAVEMENT AND THEREBY ELIMINATE PAVEMENT EDGE DROP AS DIRECTED. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK.

ITEM 203(3A). UNCLASSIFIED EXCAVATION. SHOWN ON THE BID SCHEDULE AND ESTIfMTE OF OUANTTriES AS A LUMP SUM fTEM, IS BASED ON THE FOLLOWING WORK FOR AN ESTIMATED TOTAL OF 115.500 C.Y.:

RECYCLED ASPHALT TREATED BASE TYPICAL ASPHALT TREATED PERMEABLE BASE TYPICAL SUBEXCAVATION CUSHMAN CREEK TURNOUT HEAVY DUTY GEOTEXTILE REINFORCEMENT AREA REINFORCED CONCRCTE SLAB PRORLE REHABILTTATION (IN EXCESS OF TYPICAL)

ON STANDARD DRAWINGS C - 2 9 . 0 1 . ADD "Lengtt) of Need" TO THE PLAN VIEW AS IT APPEARS IN STANDARD DRAWINGS G-24.05 . PLAN VIEW.

THE ESTIMATED QUANTITY FOR ITEM 402(1) . TACK COAT DOES NOT INCLUDE TACK COAT BETWEEN LAYERS OF RECYCLED ASPHALT TREATED BASE. ANY TACK COAT REQUIRED BETWEEN LAYERS OF BASE MIXTURE SHALL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICE FOR ITEM 402(1) .

PROnLE REHABIUTATIQN INCLUDES RESTORING AS-BUILT GRADES WTTHIN THE INTERVALS SHOWN AND TRANSmONING AS SHOWN TO MATCH EXISTING GRADES. PROFILE INTERVALS NOT LISTED IN THE REHAB SUMMARY SHALL BE GRADED AS DIRECTED BY THE ENGINEER. EFFECTS OF PROnLE WORK ON UNCLASSIFIED EXCAVATION ARE INCLUDED IN THE ESTIMATED QUANTflY NOTED ABOVE. MATERIALS REQUIRED FOR PROnLE WORK ARE INCLUDED AND SHALL BE PAID FOR UNDER THEIR RESPECTIVE PAY TTEMS. THE WORK REQUIRED FOR PROFILE REHAB WIU BE SUBSIDIARY TO OTHER ITEMS OF WORK.

GENFRAI. NOTES, SLOPF FLATTENING AND BERMS

• r ' - ^ A • ; • • - • '

- ..-. ~ . • ; ' • . ' : ^ - ' & *

: - . i->-':lSiiJ5"SF'*'(5rjx4F:*rtri';r4-'UiSr^i^

• i * - ^

i M

li;.:Ji4;i,.'SJtflHl

wm

1

3 i 1

STATION

593+00 1 1

2 513 + 25

1 3 4 5

6 7 8 9 10

1 1

12

13 14 15

16

17

18

19

20

21

22

23

24 25

26

27

28

29

30

641+90 656+00 666+00

675+00 690+90 739+90 772+90 789 + 20

790+4C

793+10

796+15 820+00 821+90

829+90

873+40

875+90

876+54

944+57

9 5 1 + 5 0

974+05

983+90

1041 + 25 1090+50

1102+00

1125+20

1132+90

1134+25

1138+90

LOCATION

LI

X

X

X

X

X

X

X

X

X

X

RT

X

X

X

X X X

X

X

X X

X

X

X

X

X X

X

X

X

CODE NUMBER

M 1 0 - 2

S 3 - 1

M l O - 2 R 2 - 1 R 2 - 1

R l - 1 M i n - 7 M l O - 2 R l - 1

M l O - 2

1-3

1-3

R l - 1 R l - 1

M l O - 2

S 3 - 1

M l O - 2

1-3

1-3

M l O - 2

S 3 - 1

M I O - 2

W7-1

M I O - 2 M I O - 2

W 7 - 1

W1-2L W 1 3 - 1

M I O - 2

0 9 - 1 4 D9 -E

W1-2R W13-1

LEGEND/ DESCRIPTION

7

SCHOOL BUS STOP AHEAD

8 SPEED LIMIT 50 SPEED LIMIT 50

STOP 9 10

STOP

11

CHATANIKA RIVER

CHATANIKA RIVER

STOP STOP

12


13

WILLOW CREEK

WILLOW CREEK

14


15

STEEP GRADE SYMBOL

16 17

STEEP GRADE SYMBOL

CURVE LEFT SYM 35 M.P.H.

18

P 1500 n

CURV' RIGHT SYM 35 M.P.H.

SIZE

6-X 8"

6-X ST 30" X 36-30" X 36r

30" X 30" 6"X 8" 6"X 12"

30" X 30" ^ X 12"

84" X 36r

84" X 36r

30" X 30" 30" X 30"

6"X 12"

6"X 12"

60" X 36"

60 'X 36"

6"X 12"

6"X 12"

36" X 36 :

6"X 12" 6"X 12"

36 rx 36"

36" X 36" 24"X 24"

erx 12

24" X 24" 24" X 6"

36" X 36r 24" X 24"

. . . • . • . . . . . ' . - . . • . -

THICKNESS (INCHES)

UNFRAMEO

0.080

•

0.080 0.080 0.080

0.080 0.080 0.080

0.080 0 0 8 0

0.080 0.080 0.080

0.080

0.080

0.060

0.080

0.080 0.080

0.080

0.080 0.080

0.080

0.080 0.080

0.080 0.080

^

FRAMED

0.125

0.125

0.100

0.100

AREA (SO FT)

0.67

0.67 7.50 7.50

6.25 0.67 1.00 6.25 1.00

21.00

21.00

6.25 6.25 1.00

1.00

15.00

15.00

1.00

1.00

9.00

1.00 1.00

9.00

9.00 4.00

1.00

4.00 1.00

9.00 4.00

172.01

POSTS

TYPE

PT

PT PT PT

PT PT PT PT PT

PT

PT

PT PT PT

PT

PT

PT

PT

PT

PT

PT PT

PT

PT

PT

PT

PT

SIZE

*•«

• •• « «

• «•• «•• »

• • «

•

•

• «

««•

• ••

«

•

• *«

««•

•

• «* • **

•

«

• « •

«

m

NO.

1

2

2

1 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

. - • . , . .

REMARKS

2 SIGNS PER POST

REMOVE

2 SIGNS PER POST

7 SIGNS PFR POST 2 SIGNS PFR POST

7 t;iGNS PFR POST

USE SERIES E MODIFIED w/ sruc/eTLC LEIIERING USE SERIES E MODIFIED W / 8 ruC/6 "LC LETTERING

2 SIGNS PER POST • • •

REMOVE

2 SIGNS PER POST

USE SERIES E MODIFIED w/ aruc/eTLc LETTERING USE SERIES E MODIFIED W / 8"UC/6"LC L E H E R I N G

2 SIGNS PER POST

REMOVE

2 SIGNS PER POST

2 SIGNS PER POST

7 SIGNS PFR POST

NEW LOCATION

NEW LOCATION

7 SIGNS PER POST

NEW LOCATION

^ - ' a - . " ^ . : * i . .. '.S,V"'.-.'-^..,.=j'":;^;..'

» SEE NOTE 5. SHECT 8 . • • • SEE NOTE 2. SHECT 8.

SEE SHECT 8 FOR ALL SIGNING NOTES. | , „ , ^ s :

SIGNING SUMMARY SHEET,J. OF 2,

.v<-?iv^;v!K'^yi-:i?i?^i8

;^Y.L^.lfl-..V r i •jv^'nt^\.i{^ii^n^Pi<fi!fiiiiMiiie<^J^fi^.

Ml

J ' ' •.-.•.'..'"-^23

' • ' - i : ' - : - - r^%.

AS-BUILT PLANS

iHiTiuLS: r F. DATE: ( ? f / i - / ' ) i

SIGNING SUMMARY S T A T E PROJECT DCSIGNAIKM

F-065-l(12)

YEAR

1991 19

Op:,

(J 2

3 i

50

STATION

1354+00

1 T C . n n

1

52

53

54

55

55

57

58

59 60

51

62

63

64

65

56

67

68

69

70

71

1368+00

1374+50

1382+00

1386+80

1387+80

1394+00

1395+00

1396+00 1398+00

1399+00

1400+00

1405+10

1419+00

1424+50

1425+70

1426+50

1428+20

1428+50

1429+60

1430+50

LOCATION

LT

X

X

X

RT

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

CODE NUMBER

W1-9R

W 1 3 - 1

W1-2R W 1 3 - 1

W 7 - 1

W1-9L W 1 3 - 1

0 9 - 1 4

D 9 - E

M I O - 2

W1-9L

W13-1

W 1 - 8

R l - 1

W l - 8

W l - 8

R l - 1

W l - 8

W1-9R

W1 1 - 1

W1-4L W 1 3 - 1

W l - 8

R l - 1

W l - 8

M I O - 2

W l - 8

R l - 1

W l - 8

LEGEND/ DESCRIPTION

HORSESHOE CURVE RICH

40 M.P.H.

CURVE RIGHT SYM 40 M.P.H.

STEEP GRADE SYM

HORSESHOE CURVE LEH 40 M.P.H.

P 1500 FT

24

HORSESHOE CURVE LEFT

35 M.P.H.

CHEVRONS

STOP

CHEVRONS CHEVRONS

STOP

CHEVRONS

HnR<;F=;HnF T I I R V F Rini-IS M P H

REVERSE CURVE LEFT 35 M.P.H.

CHEVRONS

STOP

CHEVRONS

25

CHEVRONS

STOP

CHEVRONS

SIZE

r 36" X 36"

24" X 24"

35" X 36" 24" X 24"

36" X 36r 24"X 24"

24" X 24" 24" X 6"

6"X 12"

36" X 3 ^

24" X 24"

24" X 3or

30" X 30"

24" X 30" 24" X 3cr

30" X 30"

24"X 30"

T i fTY I f i -74" Y 74"

36 'X 36" 24" X 24"

24" X 30"

30"X 30"

24"X 3or

6"X 12"

24" X 3 0 '

30" X 30"

24" X 30"

THICKNESS (INCHES)

UNFRAMED

0.080

0.080

0.080 0.080

0.080 0.080

0.080 0.080

0.080

0.080

0.080

0.080

0.080

0.080 0.080

0.080

0.080

nnnn nnnn

0.080 0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080

FRAMED

AREA (SQ n )

9.00 4.00

9.00 4.00

9.00 4.00

4.00 1.00

1.00

9.00

4.00

10.00

6.25

10.00 10.00

6.25

10.00

q n n 4 n n

9.00 4.00

10.00

6.25

10.00

1.00

10.00

6.25

10.00

190.00

POSTS

TYPE

PT

PT

PT

PT

PT

PT

PT

PT

PT PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

SIZE

•

•

•

*

m»*

m

•

*

• •

«

•

•

•

•

•

•

• ••

«

•

«

NO.

1

1

1

1

1

1

1

1

1 1

1

1

1

1

1

1

1

1

1

1

1

REMARKS

NEW LOCATION

NEW INSTALLATION

REMOVE

NEW LOCATION

NEW LOCATION

2 SIGNS PER POST

NEW LOCATION

2 SIGNS PER POST. SEE NOTE 7.

NEW INSTALLATION


NEW INSTALLATION

2 SIGNS PER POST, SEE NOTE 7.

NEW LOCATION

NEW LOCATION


NFW lOCATION


7 SIGNS PER POST

2 SIGNS PER POST, SEE NOTE 7.

NEW LOCATION


is S i

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

STATION

1441+50

1488+00

1501+00

1512+55

1513+30

1527+50

1534+75

1554+50

1559+50

1560+40

1564+00

1576+85

•

1577+90

1577+90

1579+60

1582+25

1593+00

LOCATION

LT

X

X

X

X

X

X

X

RT

X

X

X

X

X

X

X

X

«

X

X

CODE NUMBER

W1-4L W13-1

M l O - 2

W1-2L W13-1

W1-2L W I 3 - 1

W1-2R W 1 3 - 1

W1-2R W13-1

M l O - 2

0 9 - 1 4 D9-E

D7-4E

R 2 - 1

W1-9R

W13-1

I-2C

I-2C

W 8 - 3

R 2 - 1

W1-9L

W13-1

D 9 - 1 4

D9 -E

LEGEND/ DESCRIPTION

REVERSE CURVE LEFT 35 M.P.H.

25

CURVE LECT SYM 45 M.P.H.

CURVE LEFT SYM 45 M.P.H.



27

P 1500 FT

WHITE MTN TRAIL

1500 FT.

SPEED LIMIT 50

HORSESHOE CURVE RIGHT 45 M.P.H.

ENTERING Livenqood-Tolovano

MINING DISTRICT

ENTERING Foirlxjnks

MINING DISTRICT

PAVEMENT ENDS

SPEED LIMIT 50

HORSESHOE CURVE LEFT 45 M.P.H.

P 1500 n

SIZE

36" X 36r 24" X 24"

STX 12"

35" X 36" 24" X 24"

3 6 : X 56-24" X 24"

36 rx 36r 24" X 24"

36rx 36" 24" X 24"

eTx 12"

24"X 24" 24"X 6"

t8rx29"X36:

30" X 3er

36" X 36" 24"X 24"

i 4 4 " x 4ar

138rx 48"

36rx 3er

30" X 36"

36 : x 36 : 24" X 24"

24" X 24" 24"X 6" ...

THICKNESS (INCHES)

UNFRAMED

0.080 0.080

0.080

0.080 o.oao

0.080 0.080

0.080 0.080

0.080 0.080

0.080

0.080 0.080

0.125

0.080

0.080

0.080

0.080

0.080

0.080

0.080

0.080 0.080

FTWMED

0.125

0.125

AREA (SO FT)

9.00 4.00

1.00

9.00 4.00

9.00 4.00

9.00 4.00

9.00 4.00

1.00

4.00 1.00

9.6J

7.50

9.00 4.00

48.00

45.00

9.00

7.50

9.00 4.00

4.00 1.00

230.63

POSTS

TYPE

PT

PT

PT

PT

PT

PT

PT

PT PT

PT

PT

PT

W

W

PT

PT

PT

PT

SIZE

*

*•*

•

•

•

•

• «•

• *

•

•

*

4-X6'

4"X6r

•

•

•

•

NO.

'

3

3

1

1

1

1

REMARKS

NEW LOCATION

2 SIGNS PER POST

NEW LOCATION

NEW LOCATION

NEW LOCATION

2 SIGNS PER POST

NEW LOCATION

USE S" SERIES C LCTTERING

USE 8 " U C / 6 : L C

EMOO LEHERING. SEE MOTE 6.

USE 8:UC/6"LC EMOD LEHERING. SEE NOTE 6.

NEW INSTALLATION

NEW INSTALLATION

• SEE SEE

NOTE 5. SHECT 8. NOTE 2. SHECT 8.

ITEM TOTAL: 762.64- S.F.

SEE SHECT 8 FOR ALL SIGNING NOTES.

SIGNING SUMMARY ^,SHEEX^,,2.,0F,.,2..,,

_---sr'Xv

*,%;•. B-7MJ . • > . *

I;^:v77fe£5iiiii^rc:|ji-^;s

• M

fibiii mm

Jii

MONUMENT & CASE SUMMARY

STATiOM DESIGNATION .•i93 + 81.7 605 + 31.9 BK = 505 + 24.8 P.O.T AH

P.C. P.T.

512 + 73.4 627 + 76.7 BK = 624 + 78.0 P.T. AH

P.C. P.T.

&S1+63.2 589 + 83.2

P C . P.T.

' L " 597 + 88.8 P.O.T. BK =

" 0 " 697+82.8 " 0 " 713 + 51.5 BK= "L" 713 + 62.2 P.O.T. AH

P.C.

P.T.

1 "LW2" 789 + 57.82 "LW2" 806+35.74 BK= "L" 814+09.10 P.O.T. AH

P.C. P.T.

"L" 827+14.89 "L"835+15.39

P.C. P.T.

"L" 881+27.30 "L" 886 + 61.47

P.C. P.T

"L" 892 + 23.60 P.O.T. BK= "L" 892 + 21,07 P.C. AH

"L " 897 + 70.65

P.C.

P.T.

"L" 909+12.18 P.O.T. BK= "L" 908 + 93.92 P.C. AH

"L" 914 + 76.09

P.C.

P.T.

"L" 918 + 40.64 P.O.T. BK = "L" 918+58.21 P.C. AH

"L" 923 + 12.65

P.C.

P.T.

"L" 931+55.16 P.O.T. BK = "L" 931+53.60 P.C. AH

"L" 938^-65.45

P.C.

P.T.

"L" 950+16.65 P.O.T. BK= "LN" 950+14.26 P.C. AH

"LN" 965+24.26

P.C.

P.T. _

' L N " 975+11,33 "LN" 983+50.33

P.C. P.T.

"LN" 994 + 53.78 "LN" 1000+13.22 BK = "LA" 998 + 68.10 P.O.T AH

P.C. P.T.

"LA" 1011+84.15 P.O.T. BK= "LA" 1011+82.66 P.C. AH

"LA" 1021+40.79

P.C.

P.T.

"LA" 1025+13.28 "LA" 1030+93.28

P.C. P.T.

"LA" 1037+56.53 P.O.T. BK= "LA" 1037+55.51 P.C. AH

"LA" 1046+42.01

P.C.

P.T.

STATION OFSIGNATION "LA" 1051+50.07

"LA" 1060 + 23.68

P.C. P.T.

1 "LA" 1066 + 11.19 "L" 1071+81.75

P.C. P.T.

1 "LA" 1078+31.81 "LA" 1085 + 45.77

P.C. P.T.

1 "LA" 1107 + 10.94 P.O.T. BK= "C" 1107+09.63 P.C. AH

"LA" 1125+22.57 P.O.C. BK= " 0 " 1125+22.57 P.T. AH

P.C.

P.T.

1 " 0 " 1129 + 24.35 " 0 " 1134+87.02

P.C. P.T.

1 " 0 " 1142 + 31.88 "LA" 1154 + 68.31 "LA" 1157+17.37 "LA" 1165+56.54

P.C. P.T. P.C. P.T.

1 "LA" 1183+02.44 "LA" 1191+43.69 "LA" 1201+38.00 "LA" 1209+01 .33

P.C. P.T.

P.C. P.T.

1 "LA" 1229 + 62.49 "LA" 1247+00.82

P.C. P.T.

1 "LA" 1253 + 67.29 P.O.T.BK= "LA' 1253 + 65.73 P.C. AH

"L" 1265+93.65

P.C. P.T.

1 "LA" 1288+07.17 "LA" 1298 + 11.11 P.T. BK= "L" 1239 + 71.30 P.O.T. AH

P.C. P.T.

1 "L" 1243-^74.77 "L" 1249 + 92.27 "L" 1258+51.51 "L" 1255+52.34

P.C. P.T.

P.C. P.T.

1 "L" 1274+89.76 "L" 1281+43.67 "L" 1292 + 72.93 ' L ' 1296+77.26

P.C. P.T. P.C. P.T.

1 "L" 1299+98.68 P.O.T. BK= "L" 1300+00.45 P.C. AH

"L" 1310+97.55

P.C. P.T.

1 "L " 1315 + 37.19 "L " 1323 + 44.58

P C P T

"L" 1328+40.99 "L" 1332+84.88

P C PT

"L" 1337+09.20 "L" 1341+.39.53

p r

PT

' L ' 1344+90.31 - L ' 1350+88.37

P C

P.T.

STATION DESIGNATION "L" " 0 "

- 0 "

1357.04.58 P.O.T. aK= 1357+04.58 P.C. AH

1371+47.10

P.C. P.T.

' •Q" • L -

"C

1379+87.10 P.C. BK= 1381+00 P.O.C. AH

1387+69.71

P.C.

P.T.

"L" • L "

1391+86.80 1401+00.91

P.C. P.T.

"L" - L -

1407+02.29 1420+45.18

P.C. P.T.

"L " • L "

"L -

1423+10.88 P.O.T. BK= 1423.11.88 P.C. AH

1431.19.54 P.C. P.T.

"L " " L "

"L "

1433+52.80 1437+45.37 P.T. BK= 1437+44.31 P.O.T. AH

P.C. P.T.

"L " • L "

' L '

" L " • L "

1441+73.17 1454+91.00 P.T. BK= 1454+91.82 P.C. AH

1465+59.80 P.T. BK= 1455+58.49 P.O.T. AH

P.C. P.T.

P.C. P.T.

"L " "L-

1471+21.10 1476+88.88

P.C. P.T.

' L ' " L "

"L "

1481 + 14.02 P.O.T. BK= 1481 + 13.12 P.C. AH

1501+57.03 P.C. P.T.

"L " - L '

" L "

1504+02.73 P.O.T BK= 1504+02.74 P.C. AH

1510+27.31

P.C. P.T.

"L " "L "

1515+55.80 1524+41.63

P.C. P.T.

"L " "L "

1529+66.21 1534+94.34

P.C. P.T.

"L " "L "

1539+25.34 1549+01.27

P.C. P.T.

"L" " L "

1557+27.26 1562+19.35

P.C. P.T.

"L " " L -•L "

1557+05.24 1579+22.43 P.T. BK= 1579+21.90 P.O.T. AH

TOTAL MONUMENTS * CASES:

P.C. P.T.

107 EACH

SIGNING NOTES

1. EXISTING SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL NEW SIGNS ARE INSTALLED. THE CONTRACTOR'S OPERATION SHALL AT NO TIME LEAVE DUPLICATE OR CONFLICTING SIGNING.

2. MILEPOST SIGNS SHALL BE MOUNTED ON 1 - 1 / 2 INCH PERFORATED STEEL TUBING. TWO SIGNS ARE REQUIRED AT EACH LOCATION. EACH MOUNTED BACK TO BACK. 1 - 1 / 2 INCH STEEL POSTS 0 0 NOT REQUIRE SLEEVES OR CONCRCTE EMBEDMENT.

POST LENGTHS SHAU BE DCTERMINED USING CRITERIA FOR RURAL ROADS.

MILEPOSTS SHALL BE INSTALLED AT A 5 FOOT MOUNTING HEIGHT ABOVE THE SHOULDER AND 20 FECT FROM THE EDGE OF THE SHOULDER EXCEPT WHEN THE BOnOM OF THE SIGN WOULD BE MORE THAN 15 FECT ABOVE THE POINT OF EMBEDMENT. IN THIS CASE. THE POSTS SHALL BE LOCATED TOWARDS THE SHOULDER UNTIL THE BOTTOM OF THE SIGN IS 15 FECT ABOVE THE POINT OF EMBEDMENT AT THE CORRECT MOUNTING HEIGHT.

5. UNLESS OTHERWISE INDICATED. SIGNS SHALL BE MOUNTED ON 2 -INCH PERFORATED STEEL TUBING.

1/2

THE I-2C INFORMATIONAL SIGNS SHALL BE INSTALLED AS FAR FROM THE SHOULDER AS RIGHT-OF-WAY AND TERRAIN PERMIT. THE FINAL LOCATION WILL BE DCTERMINED IN THE FIELD BY THE ENGINEER.

CHEVRON SIGNS ( W l - 8 ) SHAU BE INSTALLED PERPENDICULARLY TO THE ROADWAY WTTH TWO SIGNS MOUNTED BACK TO BACK ON EACH POST SUCH THAT ONE SIGN FACES EACH DIRECTION OF TRAVEL THE FINAL LOCATION OF THESE SIGNS WILL BE DCTERMINED IN THE FIELD BY THE ENGINEER AND IN ACCORDANCE WITH THE MUTCO.

I AS-BUILT PLANS

laiTiALs: f Z . C . D A T E l b a ^ Z ^ ^

-v-^^sas-'

; , . . l . . j ^ i

'î.,~it)si^Mhâîî££S^2if£îiisi£îî^S^ V^^^^^M^^M^ ^^^Ms^ i lS^

•flii

•-"'""•I !•• - i W

GUARDRAIL AND BRIDGE RAIL SUMMARIES

ITEM 605(5). REMOVAL AND DISPOSAL OF GUARDRAIL

BEGIN STATION

513 + 50

551+50 652+25

788+00 788 + 00 793+00

793+00 875 + 32.5 875 + 57 5

876 + 32.5 876 + 32.5 1129+00 1129+00 1158+78

1156+92 1161+07 1151 + 14

1250+00 1253+00

1355+00

1365 + 75 1395+25 1425 + 75 1424+50

1434 + 50

1513+00

END STATION

575 + 41.2 fiS3 + 5n 656+50

790+50 790 + 50

795+00 795+00 875 + 07.5

876+07.5 876+87 5 877 + 07.5 1134 + 02.5 1135+12.5 1160+28

1160+17 1161+82 1163+n i 5 1259+00 1266+00

1361 + 12.5

1399+75 1398+00 1429+00 1431+00

1438+00

1577+00

TOTAL

L T / / R T

RT

RT LT

RT LT

IT RT RT

LT

RT LT

LT RT RT

LT RT LT LT RT

LT

IT RT RT LT

IT

LENGTH. FT.

1 7 1 7 5 700 425

250 750 700 700

75

50

50 75

562.5 612.5 137.5

375

75 187 5 887.5

1275 625

3137.5 475 487.5 625

375 887.5

' 3 ,662 .5 L.F.

NO. OF DAMAGED RAIL ELEMENTS

77

5 4

3

12

12 2

8 2 5

20

30 8

45 13 15 15

17

18

(SEE NOTE 1.)

ITEM 606(1) , W-BEAM GUARDRAIL & ITEM 606(6) END ANCHORAGES

BEGIN STATION

614+30 650+50 652+60 789+18.75 789+81.25 793 + 18.75

793+18.75 874 + 26.25 875+01.25 876+51.25 876+51.25

1129+12.5 1129+00

1158+95.75 1158+73.25

1161+25.75 1161+32.75 1254+87.5

1255+04 1356+12.5 1367+62.5 1395+20

1425+90

1424+50

1513+00

END TREATMENT

BCT BCT BCT BCT

BCT BRIDGE TRANSITION

BRIDGE TRANSITION BCT

BCT

BRIDGE TRANSITION BRIDGE TRANSmON

BCT BCT

RCT BCT

BRIDGE TRANSITION BRIDGE TRANSITION

BCT

BCT BCT BCT

CRT CRT BCT

BCT

L T / / R T

RT

RT LT

RT LT LT RT

RT LT RT LT

LT RT

RT LT RT

LT

LT

RT

LT RT

RT LT

LT

END STATION

621+42 6 5 3 + 5 0 5 5 5 + 6 0 790+31.25

790+31.25 795+04 793+68.75

875+88 .75 875+88 .75 877+38 .75 878+13 .75

1134+97.5 1132+75

1160+09.25 1159+98.25 1161+63.25

1162+45.25 1259+94 1258+87.5

1360+02.5 1399+75

1398+20 1429+10

1430+42

1522+37.5

END TREATMENT

BCT BCT BCT

BRIDGE TRANSITION

BRIDGE TRANSITION BCT BCT

BRIDGE TRANSITIOlJ BRIDGE TRANSITIOlJ

BCT BCT

BCT BCT

BRIDGE TRANSITION BRIDGE TRANSITION

BCT BCT BCT BCT

BCT BCT

CRT CRT BCT

BCT

LENGTH, n .

725 300 300 112.5

50 187.5

50 162.5 87.5 87.5

162.5

.567.5 387.5

112.5

125

37.5 112.5 500 .187.5 425

3075

312.5 325 612.5

925

TOTALS 10.125 L.F.

END ANCHORAGES

2

7 2 1

1 1 1 1 1

1 1

7 2 1 1 1

1 2 2 2 2

2

2

34 EACH

2 5 - ELEMENT LENGTHS WHERE NOTED - OTHER DAMAGED ELEMENTS ARE 1 2 . 5 '

ITEM 606(12) , GUARDRAIL/BRIDGE RAIL CONNECTION

BEGIN STATION

790+31.25

790 + 31.25 BRIDGE

BRIDGE

875+88.75 875+88.75

BRIDGE

BRIDGE

1160 + 09.75 11.59 + 98 75

BRIDGE

BRIDGE

END STATION

BRIDGE

BRIDGE 794 + 31.25 793+68.75

BRIDGE

BRIDGE

877 + .-5R.75 878+13.75

BRIDGE

BRIDGE 1161+63.25

1162 + 45.25

> ^

RT

IT RT

IT

RT

LT RT

LT

RT LT RT

LT

TOTAL

INSTALL

12 EACH

NOTES

A SPRING. 1 9 9 1 FIELD INSPECTION OF GUARDRAIL SHOWED DAMAGE TO APPROXIMATELY 2 5 X OF THE RAIL ELEME^4TS. RAIL ELEMENTS. POSTS AND HARDWARE FOUND TO BE SERVICEABLE SHALL BE REUSED IN GUARDRAIL INSTALLATIONS.

GUARDRAIL MARKERS SHALL BE CARSONITE ROAD MARKER MODEL C R M - 3 7 5 OR A N APPROVED EQUAL.

iTFM finfiral r.nNTRni i rn RFI FASF TFRMINAI

BEGIN STATION

APPROACH

1398 + 20 APPROACH 1429+10

END STATION

1395+20 APPROACH 1425+90 APPROACH

^ RT

RT RT RT

ENTRY TYPE

RIGHT

IFFT RIGHT LEFT

'CURVED RAIL LENGTH (FT.)

78.5 78.5 78.5 78.5

REMARKS

OELCTE THE 18 - -9 " TANGENT SECTION BETWEEN RADIUS AND ANCHOR AND AnACH ANCHOR DIRECTLY TO APPROACH END OF CURVED SECTION. SEE DCTAILS. SHECT 13.

lOlAL 4 EACH

GUARDRAIL MARKER POSTS

STATE PKOJECT DESIGNATION

F - 0 6 5 - 1 ( 1 2 )

YEAR

1991 19

ITEM 606(13) . BRIDGE RAIL RETROFIT

BRIDGE NO.

837

DESCRIPTION

WILLOW CREEK

^

LT RT

TOTAL

LENGTH. L F .

25 25

50 L.F.

r X i c r WHITE

HI-INTENSITY REFLECTIVE TAPE

(MOUNT ON APPROACH SIDE ONLY)

3" X 78" YELLOW MARKER

5 / 1 6 : GALVANIZED BOLT. NUT & FLAT WASHER

NOTE: ALL BOLT HOLES ARE TO BE DRILLED. NO FLAME CUmNG WILL BE ALLOWED.

m

GUARDRAIL MARKER DETAIL AT BCT

INITIALS: d . ^ . \>iK:Q±f&nS

GUARDRAIL AND BRIDGE RAIL -i

r . . ; - ; t ;vy.- .rwJ;^^. ,-^,v<T.;

;.:.£,tc^;.;b£H£.uk

••. •-'ir

• ^

iCW"?!' it? il. \!.-'-:,r.

km

:-ji:>v.-fs..«jr..'.F.;-!B..a ]j?«i-'

Post COP: PKOJtCT DESiaMATIO)

F-065-1(12) 1991 10 19

Gmtnl Notm

t. Bridge ra t e lm imb shaB ccnhrm to A S M A - X and MfK^ bo gdvanli td h oeccrdanca with Stondord S^iacmeotlon 722 at i t r fabrieatlon.

Z Prior to M d wtUkig. ga/tanbtig en stool mombon ohot bo nmonod by grinding to booo motoL

J Gohianbod ttoal domogod by Hold catthg. molding. or driUIng o M I bo npa tod t i oceordanet with AASHTO ^locllhatlon M - X .

* Standard Chnt tg e-24.Ce (Tormtnl Transiaon at Brtdgas) I t modHhd la dohto tho hwor socOan of Standard Boon CaarAvl (n/drafJL and outaUtuio T V long pools far a t posts t i ll)o t f - r transition. Posts may bo tntrn-gattanliod stool or wood. TranstOon shoe bo paid iSr uidar t tom Ha. 606(12} Ouvj ta l /Br idgo RoM Connoctlon.

DATE: o y g / 9 4

5. Komaval end dbpesol o f ir-Boom and post bhchs shoe Bs t t^dantal la Pay I t t m No. 606(1 JJ Bridgo Hot HotrvlH.

bridgo ron ig . 10 Oago i ta l la r

Tack HVd

• 9»»'i» Holo 0 4 ' C/C

RETROFIT RAILING ELEVATION

7x8.8x2'- eya'

^ ' 0 B a l t

1 ' 0 Orat) Holo ior-or a a CTjp.)

C7 X a.B

SECTION C-C

Top Of

Removo Existing Bridge Rating IS 6 'x J ' x y i ' 10 Oago m-Beam and ST 6 x 1J.5 Post Bhdc Inslaa Bridge Rat RotroUt

Existing Post

^ — f M s h o d Grade

ta'tbc y - o " Dotp Ftg.-

2ir*-0 X I ' - o ' H.S Bolts

- 2 - f 0 X f - 4 ' H.S Bolts

SECTION A-A EXISTING BRIDGE RAIL POST

T S B ' x 4 ' x .tSTS'x 8 ' Long A t Each Pest On Bridge and Off Bridgo

12 Go. W-Boam Roe-9»0 Button Hood Baft TO" long with Rectangular . Post Bolt maher. I » N

I

.-.,-... .-.- _, Orh*tg Surlbeo

— d ::J

n i c t

- - -5- ,

•

lEE BENT PLATE

' e " ^ ^ ^ ! ^ ' ! ^ - - . ;-;.;.ir.'.-Sti^^,ft. ..v'v,-..

SECTION B-B EXISTING OFF BRIDGE RAIL POST

I Hem Bant Bridge deck ! ^ o ° * S I * o f o r F b a t k t g - ^ i » ' I h k * . f - O " L o n g

j fiMRequHd Ibr Off I Bridge Roe Post}

BRIDGE RAIL RETROFIT T Y P E " ' |

••-:>,: ..:.<.-:^;v. ^r:.•?:->•;.S';A.-.:V'%^^:'i^?;:S:fc:^^^

ELLIOTT HIGHWAY MILEPOST 7 NORTH

BRIDGE RAIL

RETROFIT

STATE of ALASKA

DEPARTMENT of TRANSPORTATION

and PUBLIC FAOLITIES

.m •UKAU. AUISKA

Meat IW. 8 3 7

m> Iw^ j^

http://e-24.Ce

'^v^^'^^

i. sffl^:^T^.a:£g.aJ:.'s';iiQ.iiLiB'^i^

.^• I f^ '"m

• " § & ! •

- . " v ^

»•'.??

"•'<''.-".^'iv:t§1i

«M....,7.,-~g^B

STATE PROJEa DESIGNATION

F-065-I(12>

YEAR

1991 18 19

TREATED TIMBER CURB STATION TO STATION

1129+12.5 - 1134+92.5 1393+12.5 - 1399 + 75

1425+00 - 1430+42 1255 + 62.5 - 1259+94

APPLICATION GUARDRAIL. L E R GUARDRAIL. L E n GUARDRAIL. LEFT GUARDRAIL. LEFT

SUMMARY LENGTH. L.F.

552.5 637.5 562.5 425

TOTAL 2187.5 L.F.

STATION TO DITCH

STATION 1430+00-1 ' - 1 5 5 7 + 0 0 1257+33 TOE 1396+30 TOE 1424+50 1424+00 1134+90 TOE

LINING SUMMARY LT RT

X X X X X

LENGTH 13'.70a

26

80 50 45

REMARKS (SEE NOTE 2.) V-DITCH CUSHMAN CK DOWNDRAIN

SNOWSHOE t ^ MID-RAIL DOWNDRAIN SNOWSHOE f 2 : V-DITCH OUTLCT END OF GUARDRAIL DOWNDRAIN

TOTAL 13.903 L.F. = 139.03 STATIONS

2" X 10" TREATED TIMBER CURB

X 2" ASPHALT CONCRCTE

DISH ASPHALT TO WITHIN 1" OF TOP OF BOARD. USE TACK COAT BETWEEN TIMBER

-STEEL GUARDRAIL POST

^ ^ S / e r GALVANIZED HEXHEAD NUT

_ - — 3 / 8 : GALVANIZED FENDER WASHER

l^ r X W TREATED TIMBER BOARDS

- S / S " GALVANIZED WASHER

- 3 / 8 : X r GALVANIZED HEXHEAD BOLT

ATTACHMENT DETAILS

WOOD GUARDRAIL POST

Z / f T X 4 - 1 / r GALV. LAG • SCREWS W/GALV. WASHERS

DOWNDRAIN CONSTRUCTION USING GEOTEXTILE AND DRAIN ROCK SHALL BE CONSTRUCTED FROM THE BOHOM UP. THE UPPER PORTION SHALL BE KEYED INTO THE EM3ANKMENT AS SHOWN IN THE DCTAILS TO PREVENT EROSION AND UNDERCUTTING OF THE INSTALLATION.

MID-RAIL DOWNDRAIN INSTALLATIONS SHALL BE CONSTRUCTED IN A MANNER SIMILAR TO THE END OF RAIL DCTAIL SHOWN. THE DOWNDRAIN SHAU BE CENTERED ON THE LOW POINT OF DRAINAGE ALONG THE RAIL-ASPHALT CONCRETE SHALL BE USED TO FLUME DRAINAGE INTO THE ROCK DOWNDRAIN.

THE END OF GUARDRAIL DRAIN AT SNOWSHOE §2 SHALL BE CONSTRUCTED TO CHANNEL DRAINAGE INTO THE V-DITCH. THE DITCH LINING MATERIAL SHAU BE PLACED FROM THE GUARDRAIL FLARE AS DCTAILED ON THIS SHECT INTO THE DTTCH AS DCTAILED BELOW. PREPARATION OF SLOPES FOR THIS INSTALLATION SHALL BE AS DIRECTED BY THE ENGINEER.

TREATED TIMBER CURB. GEOTEXTILE AND DITCH LINING SHALL BE PAID FOR UNDER RESPECTIVE PAY TTEMS. ALL HARDWARE. SITE PREPARATION. LABOR AND EQUIPMENT SHALL BE SUBSIDIARY TO THESE ITEMS. ASPHALT CONCRETE SHAU BE PAID FOR UNDER 401(1) .

2" X 10 ' TREATED •TIMBER BOARDS

e PAVEMENT-TIMBER BEVEL DETAIL

NOTE: TIMBER CURB SHALL BE AHACHED TO ALTERATE GUARDRAIL POSTS. AS A MINIMUM, AND AT JOINTS AND END.

SEPARATION GEOTEXTILE

- 5 CT.-DITCH LINING FOR V-DITCH DETAIL

2" X 10" TREATED TIMBER CURB

r ASPHALT CONCRCTE

• DTTCH LINING MATERIAL FOR DOWNDRAIN

" \

r OirCH LINING MATERIAL

z

SEPARATION GEOTEXTILE

END 2" X i c r TREATED TIMBER

EXTEND PAVEMENT FROM SHOULDER ^ ^ " ^ * ^ ^ ™ ^ ^ ° ^ ^ TO 2" X lOT TREATED TIMBER CURB.

\

EXTEND PAVEMENT TO BACK OF GUARDRAIL AND SLOPE TOWARDS ROCK TO DRAIN.

AS-BUILT PLANS ._... - - -••.T..,»: c r . iuTt:<af/<-./yf:

GEOTEXTILE SEPARATION DETAIL

TIMBER CURB WITH DOWNDRAIN DETAIL

SPECIAL DRAINAGE FEATURES

v^: ' - .^ . . - ' - . ' ; ":•'• ^ • ^ • < • ' : • y : • < • . • ^ . • ' ^ f ^ < • ^ ^ ^ ^ ^ • 1 i ^ ^ S - ^ ^ ' • ' ^ ^ ^ /

.Jj^^jliitji-VivV^

BEARING PLATE FOR STD. DWG. G-14.04W

k . ^ (2) r NUTS AND WASHERS ™ (N •

5 /a : X 9 1/2^ BOLT, NUT AND WASHER. (TYP.)

5/ar X 7 1/2^ BOLT, NUT AND WASHER. (TYP.) (2 REQUIRED PER POST)

SPECIAL END ANCHORAGE DETAIL STATE PliOJECT DESIGNATION

F-065-KI2)

YEAR

1991 13 19

NO CONNECTION TO POST-RAIUNG IS SUPPORTED BY f^ r It 3/8: X 4" X 12'

BCT POST -

\ \ II 1/37

V AHACH BEAM TO PIPE WTTH b / f S ' W ^ X 1 1 / 4 " BUTTON-HEAD BOLT WITH NO WASHER. NO CONNECTION TO THE POST IS REQUIRED.

DETAIL "A"

5/a:DiA B u n o N HEAD BOLT. NO WASHER.

GRADE

— er X 8" X 7* -o r WOOD POST

DETAIL "B" CONTROLLED RELEASE

TERMINAL (CRT) POST

r DIA. NUT — ^ fc

r DIA. X 4" ^ STUD THREADED y ^ FULL LENGTH ^

-TACK WELD 2 \ / r X 2 l / r X 1/4'

STEEL PLATE WTIH 1 1/16" DIA. HOLE TO TUBULAR STEEL

LIMITS OF 605(9) CONTROLLED RELEASE — TERMINAL

LIMITS OF 506(1) BEAM TYPE GUARDRAIL TYPE I POST

DETAIL "D"

AS-BUILT PLANS

IniTiALs: O . S : Dt.n:Q±/£i/S4::

NOTES

Ts sr X er X 0 .1875 ' ASTM A500 GRADE 8 OR A501

POST SPACING SHALL BE S ' - T IN CURVED SEaiON. IF THE CURVED SECTION DOES NOT DIVIDE EVENLY INTO S ' - r SPACES. THEN THE SHORTER SPACE SHALL BE AT THE RADII POINT LOCATED AT THE APPROACH. IF THIS SPACE IS LESS THAN 2 ' - 6 ' THEN EUMINATE THE POST.

FOR RADII < B ' - t r THE CURVED RAIL SECTION SHALL NOT BE BOLTED TO THE RAIL

FOR RADII > S ' - e : THE CURVED RAIL SECTION SHALL BE AHACHEO TO THE CRT POSTS WITH 9"x5 /16r BOLTS AND NUTS. WITHOUT WASHERS.

SEE GUARDRAIL SUMMARY FOR RADIUS AND LENGTH OF THE CURVED SECTION. THE DCTAIL SHOWS A RIGHT-HAND ENTRY SEE SUMMARY SHECT FOR EITHER RIGHT-HAND OR LECT-HAND ENTRY.

TYPICAL 6 ' - y POST SPAONG

GUARDRAIL LENGTH AS SPEOnED ON PLANS

STANDARD RAIL & POSTS WITH BLOCKOUT PER STD. DWG. G-04.03 S OR C-04.04W

CRT POST WTTH BLOCK OUT (SEE DCTAIL "ET)

TERMINAL ANCHOR PER STD. DWG. G-14.04 W (2 ) r NUTS AND WASHERS EACH END OF CABLE ASSEMBLY. OUTSIDE NUT SHAa BE TOROUEO AGAINST INSIDE NUT A MINIMUM OF 100 FT-LBS.

WOOD BREAKAWAY POST (SEE ANCHOR DCTAIL).

CRT POST (SEE DCTAIL "ET)

CONTROLLED RELEASE TERMINAL PLAN

- S E E ANCHOR DCTAIL

STEEL TUBE CONTROLLED RELEASE TERMINAL DETAILS

[ i s ^

' i ' - ^ ' .

•^ s

m0M

lit

^|>5fv?i'^-

•^5

STATE PROJEa DESIGNATION

F-065-K12> 1991 19

1 . THE APPROACH TO THE EXISTING PARKING AREA SHALL BE SURFACED WITH 4 ' Or CRUSHED AGGREGATE BASE COURSE.

2. IT IS ESTIMATED THAT THE FOaOWlNG QUANTITIES WILL BE REQUIRED TO CONSTRUCT THIS TURNOUT. THESE QUANTITIES HAVE BEEN INCLUDED IN THE ESTIMATE OF OUANTITES.

203(5) BORROW 420 TONS 301(1) CRUSHED AGGREGATE BASE COURSE 430 TONS 401(1) ASPHALT CONCRCTE, TYPE IV 183 TONS 401(2) AC-2 .5 ASPHALT CEMENT 11 TONS 403(2) CSS-1 EMULSinEO ASPHALT FOR 1.4 TONS

PRIME COAT

3 . EXCAVATION FOR DEVELOPMENT OF CUSHMAN CREEK TURNOUT W i a NOT BE MEASURED OR PAID FOR DIRECTLY BUT SHAU BE CONSIDERED SUBSIDIARY TO ITEM 203{3A). UNCLASSIRED EXCAVATION.

i-GRADE TO DRAIN AS DIRECTED BY THE ENGINEER

GRADE APPROACH TO MATCH INTO THE EXISTING APPROACH AND PARKING AREA AS DIRECTED BY THE ENGINEER

CUSHMAN CREEK TURNOUT TYPICAL SECTION

ASPHALT CONCRETE COAT

CRUSHED AGGREGATE BASE COURSE -SELECTED MATERIAL TYPE B

SUMMARY OF APPROACHES EDGE OF PAVEUEKT -

STATION

604-US 641 + M

676+00 679+43

688+00 698+80 700+00 703+60 705+00 729+90 738+30 746+50 755+00 772+90 774+35 787+58 796+42 798+60 819+80 821+10 822+70 628+90 894+78 911+30 919+60 936+90 950+85 981+50

LT/RT

LT LT

RI LT RT RT LT RT RT RT RT LT RT LT RI LT LT RT RT RT RT RT LT LT LT LT LT LT

WIDTH (FT-)

14 16

20 14

20 14 14

18 20 14 14 20 24 26 24

20 20 IS 24

20 14 14 14 14 16 24 14 24

RADII (FT.)

25 25

50 25 25 25 25 25 25 25 25 25 40 50 40 25 25 25 40 25 25 25 25 25 25 40 25 40

LANDING inciKFT.)

10

10 30 10 10 10 10 10 10 10 10 10 30 30 30 10 10 10 30 10 10 10 10 10 10 30 10 30

REMARKS

MATERIALS SfTE

ELUS JUNCTION

MINING CLAIM ACCESS OLNES

OLNES POND MATERIALS SfTE

CHATANIKA R. CAMPGROUND MATERi'iS SITE

MATERIALS SITE

HIMALAYA ROAD

STATION

1015+86 1025+62 1030+30 1042+60 1146+88 1149+00 1153+50 1157+50 1229+18 1251+55 1254+55 1276+00 1279+88 1287+00 1290+40 1295+80

LT/RT

RT RT RT RI RI LT LT RT RI RI RT RT RI RT LT RT

WIDTH (FT.)

14 14 14

2 0 14 24 24 24 14

32 24 14 14 14 20 24

RADII (FT.)

25 25 25 25 25

5 5 * 1 0 5 5 * 1 0 5 0 * 1 5

25 50ac20 5 0 * 2 5

25 25 25 25 25

LANDING IDBIKFT.)

10 10 10 10 10 30 30 30 10 30 30 10 10 10 30 30

REMARKS

TURNOUT, SEE NOTE 4 .

WASHINGTON CREEK ACCESS RECRAOE / DITCH AS DIRECTED

NEW TURNOUT, SEE OaAI lS THE SHEET.

PIPELWE ACCESS

EOUATOM: 1298+11.11 BK - 1 2 3 9 + 7 ) J 0 AH

1313+00 1358+00 1361+25 1367+00 1394+80 1398+60 1425+50 1429+47 1S69+88 1577+12 1575+65

RT RT

LT LT RT RT RT RT LT LT RT

14 14 24 24

22 22 22 22 24 24 20

25 25

5 5 * 1 0 5 5 * 1 0

SO 5 0 SO 5 0

5 5 * 1 0 5 5 * 1 0

4 0

10 10 30 30 30 30 30 30 30 30 30

HJRNOUI, SEE NOTE 4 .

OLO ROAO LOOP OLD ROAO LOOP OtO ROAD LOOP OLO ROAD LOOP

TURNOUT. SEE NOTES 4 4 5 .

WHIIE MOUNTAM TRAIL ACCESS

TOTAL- 55 APPROACHES

r,UATCH ROAOKAY FDRESLOPE "SEE NOTE 2

••^ INITIALS: C . € : J\xTt:a4^/<,f<f'f-

NOTES:

1. APPROACH STATIONS SHOWN m THE APPROACH SUMMARY MAY BE AOIUSTED BY THE ENGINEER.

2. APPROACH Fax SLOPES FROM THE ROADWAY SHOULDER TO THE END OF THE RADIUS OR BEaNNINC OF CUT, SHAa MATCH THE EXISTING ROADWAY FDRESLOPE.

3. CULVERT INSTALUTMNS REQUIRED AT APPROACHES ARE LBTED M THE CULVERT SUMMARY.

4. APPROACH ALIGNMENT FOR TOURIST niRNOUTS SHAa MATCH EXISTING ' UNLESS OTHERWISE DESIGNATED IN THE PLANS. SHAPING OF-RAOO AND i PARKING AREAS SLOPES SHAa BE CONSIDERED SUBSIDIARY TO ITEM 639(1). APPROACHES. A a MATERIALS REQUIRED TO UPGRADE EXISTING TURNOUTS SHAa BE PAID FOR UNDER RESPECTIVE BIO ITEMS. THESE QUANTITIES HAVE BEEN INaUDEO IN THE ESTIMATE OF OUANTHIES.

5. REGRAOE THE TURNOUT NEAR MP 28 AS DIRECTED BY THE ENGINEER AND ADO 4 INCHES CRUSHED AGGREGATE BASE BETWEEN EDGE OF TURNOUT PAVEMENT AND OUTER EDGE OF TURNOUT TO ENHANCE DRAINAGE.

6. OBLITERATE THE EXISTING APPROACH AT 1310+00 AND CONSTRUa A DITCH DIKE IN ITS PLACE AS DIRECTED BY THE ENGINEER. THIS WORK Wia NOT BE MEASURED OR PAID FOR DIRECTLY. BUT CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK.

N

T ASPHALT CONCRETE PRBIE COAT C CRUSHED AGGREGATE BASE SELEa MATERIAL TYPE 3 —

• • TRANSITION TO MATCH EXISTING APPROACH WITHIN RtGHT-OF-WAY.

.rf":^'*.^A».

% ; s s ^

iii r i ' m^m^m^sf m ^Bs^Bsssssass

• i : l ' ^

K

•' ^ •• - i ' .7 ' . ^ ^ f y

I .;- . . • J S T - ^ C

• • • • - - • ^ i i ' . ^ l

N O T E S

1. THE TOTAL NUMBER OF REINFORCED LAYERS WILL VARY OVER THE LENGTH OF APPLICATION. ALL LAYERS SHALL BE 18" IN THICKNESS. SEE TABLE FOR NUMBER OF LAYERS.

2. INSULATION BOARD AND HEAVY DUTY GEOSYNTHETIC LAYERS SHALL BE PLACED PARALLEL TO THE PLANE OF THE ROADWAY SURFACE.

3. REFER TO PLAN SHECT 4 . TABLES FOR SLOPE FLAHENING AND BERM CONSTRUCTION, FOR PROPOSED SLOPE CONDITION.

o STATE PROJECT DESIGNATION YEAR "S"

Z. ALASKA F-065-K12) 1991 15 19

2" ASPHALT CONCRETE TACK COAT 4" RECYCLED ASPHALT TREATED BASE 24" SELECTED MATERIAL. TYPE A-

• • 6" MIN. OR AS REQUIRED TO SUPPORT EQUIPMENT AND TO ESTABLISH SUPERELEVATION PARALLEL TO THE ROADWAY SURFACE. SEE TABLE FOR ESTIMATED DEPTH TO BOTTOM OF FILL MATERIALS AT CENTERLINE.

ORIGINAL GROUND UNE

GEOSYNTHETIC

STATION

829+75 830+00 8 3 1 + 0 0

8 3 2 + 0 0 833+00 8 3 4 + 0 0 8 3 5 + 0 0 8 3 6 + 0 0 8 3 6 + 2 5

REINFORCEMENT NO. OF GEOSYNTHETIC REINFORCEMENT LAYERS

3 3 3

3 3 5 7

10 10

SUMMARY ESTIMATED DEPTH OF FILL AT CENTERUNE (FT)

8 8 8

8 8 11

14 18.5 18.5

HEAVY DUTY GEOSYNTHETIC

SELECTED MATERIAL TYPE B

SEaCTEO MATERIAL TYPE C

TYPICAL SECTION HEAVY DUTY GEOSYNTHETIC REINFORCEMENT

STATION 829+75 - STATION 836+25

2" 4"

12'

24"

ASPHALT CONCRCTE RECYCLED ASPHALT

SELECTED MATERIAL

SELECTED MATERIAL

(OVER TACK COAT) TREATED BASE

. TYPE A

, TYPE B

fl -1 1 /2"

1 12-

{

JTLT __n_

"LTL

J — 1 8 BARS / i — i A BARS

33-

] L_rLrT_r

i r 1

1 5- 12^ i r i r 12^

rL-n_n_rL_n_iTL

12- i r

GENERAL NOTES

UNIT STRESSES:

RIB DETAIL END VIEW

- NO CROWN -

28 I N -

33 FT

12 ' CONCRETE SLAB WITH 2 ' HIGH RIBS (SEE DETAILS)

4 2 " PAVEMENT STRUCTURE (SEE INSET)

EXISTING SUBGRAOE

f - ] -• l . t

t .

r /

250-

I — # 8 BARS /

/ ^ t f 4 B A R S \ J! ' ^ 1 , Tl . i \ 1

' • • / • \ : • . . . • . • • . " — : 1

X i r i r i r i r

-1^ 1

i r i r e

V -It

t-4-

REINFOgCING STEEL fy = 60.000 psi C L A S S ^ CONCRETE: f c = 3.000 psi

STRUCTURAL MATERIALS:

REINFORCING STEEL ALL REINFORCING STEEL SHAa CONFORM TO ASTM A515 GRADE 60.

REINFORCING STEEL

TYPICAL SECTION

. , p

•i . ; I -•; . . . •; tVV . .

'" • ' ' ' ; i ' , j ' . ' i - ^ ' . •.•••-••*';'?':f^''''"'TJ^-.'''^'-

^i?itit5^^iSgs

,' j^-J-.,-j:-jHt^"'i^"-T^>-^'^' '^*^'-¥*-* •lagLOfWCTiaiBtf

SENSOR LOCATION RELATIVE TO TOP OF PROBE ASSEMBLY

- - 1 7

, - - 2 2

y DIA. (10) SCHEDUa 40 PVC PIPE

- 2 7

TEMPERATURE PROBE SCHEMATIC: CONCRETE SLAB REINFORCEMENT TEST SECTION INSTALLATION - STATION 1271+00

CONTROL SECTION INSTALLATION - STATION 1275+00 .

PLAN VIEW

AS-BUILT PLANS

.'laiTiALS: C f . D A T E : o f / i / n

TEMPERATURE PROBE INSTALLATIONS

• w£' ^m'M' ••mffm^m^M^^^^^^M^^m^WW^^^M

.,<- ^?..-i.-,:.-.'3i

':x le^

km

pp .

pp

ADDENDUM NO. 1, ATTACHMENT NO. 14

L' 938+64.B P.I.

MS-680-004-2

AS-BUILT PLANS

'-':' IDITIALS: C S . DATE: o * / c / < i ^ a--'S*S>»,

p

--v"-lV^ ..h-jJ^'- •- i^'i^vH:

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