DENA_1035_Planset_Dec2018.pdf

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J -

TYPICAL

SECTIONS PLAN & PLAN APPROACH

ROADS ROUNDABOUT

SOIL

EROSION AND

SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PLAN

PERMANENT

TRAFFIC

CONTROL

PLAN

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANC LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 360 40 400

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 8,950 600 9,550

A0160 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 2 2

A0180 20103-0000 CLEARING AND GRUBBING SQYD 83 17 100

A0200 20301-2400 REMOVAL OF SIGN EACH 12 4 16

A0220 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 422 16 438

A0240 20303-0300 REMOVAL OF CONCRETE SQYD 13 2 15

A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 750 50 800

A0280 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 183 17 200

A0300 20304-7000 REMOVAL OF UTILITY CONDUITS (EXISTING

ABOVE PAVEMENT TRAFFIC COUNTER) LPSM All ALL

A0320 20315-0000 SAWCUTTING PAVEMENT LNFT 308 308

A0340 20401-0000 ROADWAY EXCAVATION CUYD 436 64 500

A0360 20402-0000 SUBEXCAVATION CUYD 9,605 1,000 10,605

A0380 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE,

CLASS 1, TYPE A SQYD 17,594 2,500 20,094

A0400 20703-2000 GEOGRID, STABILIZATION SQYD 44,918 3,316 48,234

A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 (SUBEX

BACKFILL) TON 17,661 1,764 19,425

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 600 57 538 149 1,344

A0460 30303-3000 ROADWAY RECONDITIONING SQYD 36 14 50

A0480 30604-0600 FULL DEPTH RECLAMATION WITH FOAMED

ASPHALT, 6-INCH DEPTH SQYD 33,215 751 1,853 489 36,308

A0500 30611-0000 CEMENT TON 101 5 6 10 122

A0520 30613-0000 ASPHALT BINDER (GRADE PG 52-28) TON 303 14 17 26 360

A0560 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 7,363 122 732 535 660 9,412

A0580 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 75 9 6 3 93

A0620 40301-0000 ASPHALT CONCRETE PAVEMENT (TYPE 1) TON 1,249 133 1,382

A0640 41201-0000 TACK COAT TON 39 1 5 3 4 52

A0660 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED,

8-INCH DEPTH SQYD 235 15 250

MileStone: 100% Final Date Completed: In Progress Report Date: 11/07/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

6-

N ov

-2

9:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1NPS DENA 10(35)WA

SHEET

NUMBER

NPS PMIS No. 185904A NPS Drwg No. 184/80295

TYPICAL

SECTIONS PLAN & PLAN APPROACH

ROADS ROUNDABOUT

SOIL

EROSION AND

SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PLAN

PERMANENT

TRAFFIC

CONTROL

PLAN

ALLOWANCE Bid Schedule

A0680 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH

DEPTH SQYD 99 6 105

A0700 60201-0800 24-INCH PIPE CULVERT (TEMPORARY) LNFT 150 150

A0720 60201-0800 24-INCH PIPE CULVERT (PVC) LNFT 250 250

A0740 60201-0800 24-INCH PIPE CULVERT LNFT 278 27 305

A0760 60412-2000 REMOVE AND RESET MANHOLE FRAME AND COVE EACH 3 1 4

A0780 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 600 50 650

A0800 60902-1200 CURB AND GUTTER, CONCRETE, 14-INCH DEPTH LNFT 373 20 393

A0820 60907-1000 PAVED DITCH, ASPHALT LNFT 130 10 140

A0840 60920-0000 RESET WHEELSTOP EACH 6 6

A0860 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 20 20

A0880 62201-0350 BACKHOE HOUR 30 30

A0900 62201-2050 ROLLER HOUR 20 20

A0920 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 20 20

A0940 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD

MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 30 30

A0960 62301-0000 GENERAL LABOR HOUR 40 40

A0980 62502-0000 TURF ESTABLISHMENT SQYD 1,800 200 2,000

A1000 63401-0000 PAVEMENT MARKINGS (DOTTED, White) LNFT 80 20 100

A1020 63401-0000 PAVEMENT MARKINGS (MMA WHITE STOP LINE) LNFT 120 132

A1040 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (White) LNFT 1,900 100 2,000

A1060 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (White

Stop Line) LNFT 520 80 600

A1080 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID

(Yellow) LNFT 250 72,482 7,518 80,250

A1100 63405-0050 PAVEMENT MARKINGS, SYMBOLS (Yield word message) EACH 4 4

A1120 63405-0050 PAVEMENT MARKINGS, SYMBOLS (MMA

RAILROAD APPROACH SYMBOL) EACH 2 2

A1140 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR

MARKER, TYPE 42-INCH EACH 150 150

A1160 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 60 60

A1180 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE A EACH 6 6

A1200 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC

SIGNAL SYSTEM EACH 1 1

A1220 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 6,410 6,410

6- N ov -2

9:

P M

MileStone: 100% Final Date Completed: In Progress Report Date: 11/07/18 c:

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2NPS DENA 10(35)WA

SHEET

NUMBER

TYPICAL

SECTIONS PLAN & PLAN APPROACH

ROADS ROUNDABOUT

SOIL

EROSION AND

SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PLAN

PERMANENT

TRAFFIC

CONTROL

PLAN

ALLOWANCE Bid Schedule

A1240 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN SQFT 277 23 300

A1260 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR DAY 180 180

A1280 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN DAY 60 60

A1300 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 3,600 3,600

A1320 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR

SYSTEM (Government Furnished) LPSM All ALL

A1340 63703-0000 RESIDENTIAL HOUSING EACH 3 3

A1360 63704-0000 VEHICLE EACH 3 3

A1380 64603-0000 FIXTURE (ASPHALT PAVEMENT CORE) EACH 12 12

A1400 64620-0000 REMOVE AND RESET (Utilities/electrical box and cover) EACH 2 2

6- N ov -2

9:

P M

MileStone: 100% Final Date Completed: In Progress Report Date: 11/07/18 c:

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3NPS DENA 10(35)WA

SHEET

NUMBER

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STATE PROJECT SHEET

NUMBER

AK PRA DENA 10(35)

See safety edge details � NPS PMIS No. 185904A

E: - - � NPS Drwg. No. 184/80295

I

Pullout width varies

::::: ,,,, Varies..____ , r21 <t. Varies �

--�1� -ro�

-..._c\ _____________ 1 _2 _

______________ 1--------------�[���-------------------1_

_t_o_ 2_

-.i

/ B Shoulder \ Traveled lane Traveled lane Shoulder :§ ::J

Finished grade \.>

\ I tj Varies [lJ Varies r11 .S

. 1 ,,,- , ____, Asphalt concrete pavement, gyratory mix, Place tack coat , '-- ground l-----,,,,fJ'-t/ ---- ------ · �------------- (3 r Existing

E . . I- _ _,,,- See Safety Edge Detail O 3 3 .11. ES"AL 3 • h d xtstmg pavement or I this sheet, typical . to < mt ton ,.., , -me compacte

1..-..--+--+---� l ½-inch or ¾-inch nominal maximum size aggregate, Existing pavement surface full depth reclamation depth, placed in 2 equal lifts, type II-A roughness See Safety Edge Asphalt concrete pavement / Roadway aggregate, method 2 Place tack coat between lifts Detail this sheet, typical

' ,,, / Existing ground Roadway aggregate, method 2

PAVED PULLOUT

r31

• • i.;: Extstmg � ground j_-�--

Varies 1' to 2'

Shoulder

OVERLAY TYPICAL SECTION, MAINLINE

2+50.00 to 62+00.00

63+00.00 to 73+85.00

75+80.00 to 169+46.00

175+76 to 181+20.47

[2]

Traveled lane

See Safety Edge Detail this sheet, typical

Roadway aggregate, method 2

Varies Ill

Full depth reclamation with foamed asphalt, 6-inch compacted depth

[2]

Traveled lane Match existing pavement surface

Asphalt concrete pavement (see above typical section)

FULL DEPTH RECLAMATION TYPICAL SECTION, MAINLINE rsJ

2+50 to 3+50

Existing road

NOTE:

Varies 1' to 2'

Shoulder i:

� · . ~ -.. } ~ ~ r Ex;seng ground

Roadway aggregate,------ - -method 2

See Safety Edge Detail this sheet, typical

C.2

Place roadway aggregate to cover safety edge

Existing

Asphalt concrete pavement

7+55 to 14+80

18+60 to 22+60

24+60 to 36+25

39+35 to 51+75

53+15 to 62+00

63+00 to 80+ 70

81 +30 to 125+00

131 +00 to 143+20

159+80 to 169+46

175+76 to 178+55

1. See Final Geotechnical Memorandum No. 12-17, dated July, 2017 for geotechnical information, including boring logs, existing pavement depths, etc.

First lift asphalt concrete pavement

Second lift asphalt concrete pavement

(\ ,. 0 •• .._J1),1/

SAFETY EDGE DETAIL

2' Shoulder

__/ � Existing ground Roadway aggregate, method 2 ground

'-!l'es •oi;·�;,. ,. ·)oi;•�ii- ,. )oli : : : : : : : : : : .

179+90 to 181+20.47

[2]

Roadway aggregate, method 2, Full depth 3-inch minimum reclamation compacted depth

AGGREGATE PULLOUT

<t.

I

[3] [4]

[2] 2' Traveled lane

Varies f1l

Traveled lane Match existing pavement surface Variesfll

Shoulder

Roadway aggregate, method 2, 6-inch compacted depth

Asphalt concrete pavement, gyratory mix, 1, 1/2-inch or 3/4-inch nominal maximum size aggregate,

0.3 to < 3 million ESAL, 4-inch compacted " � .

depth, placed in 2 equal lifts, type II-A roughness Place tack coat between lifts Existing ground

TYPICAL SECTION, RECONSTRUCTION

62+00 to 63+00

NO SCALE

2. After full depth reclamation is complete, perform Denali Park Road Overlay work, see typical this sheet.

3. Full Depth Reclamation includes paved pullouts. See E-Sheets for Pullout Quantities.

FOOTNOTE:

Ill 3% minimum cross slope on tangent and match existing superelevation on curvature and transitioning section of the roadway.

r21 Match existing top pavement width. See SCRs 152.0S(m), 306.0lA, and 401.06. Pavement width quantities computed using 24-foot width.

£31 See D Sheets (D.2 - D.8) for pullout locations. See Section E for paved pullout quantities.

£41 Aggregate pullout quantities included in ITEM 30202-2000.

£51 Some roadway aggregate may be required to bring the finished surface to grade elevation matching with immediate sorounding roadway surface elevation. Quantity for this is accounted in allowance.

TYPICAL SECTIONS

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STATE PROJECT

SHEET

NUMBER

ITEM 60412-2000

AK PRA DENA 10(35) D.1

REMOVE AND RESET MANHOLE

NPS PMIS No. 185904A

ITEM 20303-0300 NPS Drwg. No. 184/80295

REMOVAL OF CONCRETE

FRAME AND COVER

QUANTITY

QUANTITY LOCATION LT/RT NOTE PAVEMENT CORRECTION LOCATION LT/RT NOTE (EACH)

(SQYD) CORE QUANTITIES 11+88 RT 1 On Approach Rd 3 Existing Approach Rd, 22+80 LT 13 Divider Island 12+13 LT 1 On Approach Rd 4

TOTAL 13 22+41 LT 1 On Approach Rd 5

TOTAL 3 LOCATION

192+00

ITEM 20304-7000 198+00 ITEM 60920-0000 REMOVAL OF UTILITY CONDUITS

RESET WHEELSTOP

279+00

(EXISTING ABOVE PAVEMENT 295+00

TRAFFIC COUNTER) QUANTITY 324+o0

LOCATION LT/RT (LNFT) NOTE

325+o0 QUANTITY LOCATION 395+00 (LPSM) 62+76 TO 63+31 RT 6 In Paved Parking

10+02 1.0 TOTAL 6

559+o0 637+o0

TOTAL 1.0 645+00

707+o0

728+00

TOTAL

UTILITY SLEEVE

ITEM 63601-6000

SYSTEM INSTALLATION, ITEM 64620-0000

ITEM 60201-0800 TRAFFIC DETECTOR SYSTEM REMOVE AND RESET

LOCATION £3l 24-INCH PIPE CULVERT (PVC) (Government Furnished) (Utilities/electrical box and cover)

(LNFT) LOCATION QUANTITY QUANTITY

(LPSM) LOCATION LT/RT NOTE

12+45.90 80 (LNFT)

21+10.13 70 14+75 1.0 12+o0 LT 2 On Approach road 4 22+80 LT 100 Total 1.0

TOTAL 2

TOTAL 250

PAVEMENT CORRECTION QUANTITIESr11

ITEM DESCRIPTION

260+75{l}

LOCATION

480+oo f2l 544+o0

QUANTITY UNIT

20303-1600 REMOVAL OF PAVEMENT, ASPHALT 750 - 0.15 750 SQYD

20315-0000 SAWCUTTING PAVEMENT 250 50 8 308 LNFT

30604-0600 FULL DEPTH RECLAMATION WITH FOAMED ASPHALT, 6-INCH DEPTH 750 - 0.44 751 SQYD

30611-0000 CEMENT 4.6 - 0.003 5 TON

30613-0000 ASPHALT BINDER (GRADE PG 52-28) 13.7 - 0.008 14 TON

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

40101-5600 NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TYPE II-A 121 - 0.07 122 TON

ROUGHNESS

41201-0000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, SS-1H 0.3125 - 0.001 1 TON

63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (YELLOW) 250 - - 250 LNFT

ITEM 64603-0000

FIXTURE (ASPHALT

PAVEMENT CORE)

(EACH)

L

Exfr;Ong Rd. e/evahon

A I I

I I

A I Depth va,fes

Fill core to match existing elevation I _J

L __ I

PAVEMENT CORRECTION CORE DETAIL

FOOTNOTE

£11 Location is approximate. Start, stop points and layout to be approved by CO. See typical section Sheet C.2 for pavement structure.

r21 Saw cut 50 ft along RT edge of pavement. Location is approximate.

Start, stop points to be approved by CO.

TABULATION OF PLAN

QUANTITIES

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Existing

Asphalt concrete pavement, gyratory mix, ½-inch or ¾-inch maximum size aggregate,

0.3 to < 3 million £SAL, 3-inch compacted depth, placed in 2 equal lifts, type II-A roughness

50' pavement surl'ace ~ Transition

Sawcut vertical joint.

Apply tack coat

Full depth reclamation with foamed asphalt, 6-inch compacted depth

PAVEMENT CONNECTION

DETAIL

Approach road 4 Match overlay pavement to existing elevation.

Offset 98', LT.

Protect water valve boxes in this Radius widening ~

10+02 area. Location shown is approximate. \ Remove of utility conduits (existing above pavement f--' traffic counter) o q ~1

3+50 to 7+55 Subexcavation, type 1 See Sheet C.3 for details b.= 18° 50' 58" (RT) R= 1,200.00' T= 199.19' L= 394.66'

-I> "-J

N 30° 39' 45" W !

"1J n -I> "-J u, "' w 0, b.= 0° 52' 31" (RT) R= 3,000.00' T= 22.92' L= 45.83'

STATE PROJECT SHEET

NUMBER

AK PRA OENA 10(35) 0.2

BEGIN PROJECT

AK PRA DENA 10(35)

0+00. 00, MP 0. 0

N = 3556533.058 E = 1820940.468

Remove and reset manhole frame and cover a a a a a

Remove and reset utilites features (2, Each)

N= 3,557,458.66 E= 1,820,104.35

12+45.90 [l] @

Install 24-inch pipe culver (PVC) 11-ft approximate depth below road centerline.

N= 3,557,488.95 E= 1,820,178.40

Approach road 3 Match overlay pavement to existing elevation.

(end of gate) Offset 70', RT

FOOTNOTE

I I I

I

N 48° 48' 01" W

NPS PMIS No. 185904A NPS Drwg. No. 184/80295

4+95 Install 24" pipe culvert.

See Sheet H.1 for quantity

2+50 Begin pavement reclamation and overlay

3+50 to 7+55 Subexcavation, type 1 See Sheet C.3 for details

V1

Appnmch Rood-No Wo~-1 :~"~ --_ _/ / , / "1J n -I> "-J !J' N f--' V1

'- '- I

Approach Road 2 '- '-' 1 1 1 1/ I Match overlay , ~-= ~· --1 Do not disturb existing curb pavement to existing pavement elev. Offset at 26', RT

14+75 b.= 0° 51' 31" (LT) R= 2,000.00' T= 14.99' L= 29.98'

<t a 1/"1 co 1/"1 u 0..

N a 1/"1

System installation, Traffic detector system (Government furnished)

"1J n "-J N w a a

"-J + u, "-J w N b.= 0° 59' 00" (RT) R= 2,000.00' T= 17.16' L= 34.32'

29° 39' 45" w

14+80 to 18+60 Subexcavation, type 1.

See Sheet C.3 for details r11 Plug each end the pipe with a temporary plug before backfill. Mark the location of the pipe ends with a steel bar or 4 X 4 wood post.

Exact location will be directed by the CO.

CURVILINEAR LINE GRAPH

0+00 to 20+00

N

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

3201 3558346.933 1816069.249 1750.111 63°44'00.943545"N 148°54'57.608572"W 1794.7465 0.99984952 5/8" IR W/FHWA ALUM CAP 1.

3202 3558413.222 1816151.158 1749.164 63°44'01.582324"N 148°54'55.764235"W 1793.7995 0.9998496 5/8" IR W/FHWA ALUM CAP

13301 3554221.140 1809785.940 2070.375 63°43'21.364736"N 148°57'18.672153"W 2115.1876 0.99983178 5/8" IR W/FHWA ALUM CAP

13302 3554685.173 1810860.986 2047.231 63°43'25.758535"N 148°56'54.632948"W 2092.0174 0.9998333 5/8" IR W/FHWA ALUM CAP

13303 3554814.106 1811576.615 2005.368 63°43'26.911428"N 148°56'38.695598"W 2050.1413 0.99983557 5/8" IR W/FHWA ALUM CAP

13304 3555044.355 1812188.113 1966.002 63°43'29.078066"N 148°56'25.032783"W 2010.7589 0.99983769 5/8" IR W/FHWA ALUM CAP

13305 3555033.138 1812652.544 1933.484 63°43'28.891737"N 148°56'14.724250"W 1978.2376 0.99983942 5/8" IR W/FHWA ALUM CAP

23172 3554500.963 1810340.782 2064.562 63°43'24.029529"N 148°57'06.250844"W 2109.3582 0.99983227 1/2" IR W/YPC

25100 3553982.374 1809414.955 2075.527 63°43'19.074250"N 148°57'26.995792"W 2120.3527 0.99983139 1/2" IR W/RPC

25101 3554012.631 1809155.927 2073.436 63°43'19.413633"N 148°57'32.736031"W 2118.265 0.99983139 1/2" IR W/RPC

DENA1 3557364.642 1815636.234 1766.133 63°43'51.347383"N 148°55'07.595861"W 1810.798 0.99984858 5/8" IR W/FHWA ALUM CAP

RILEY1 3558095.725 1819614.314 1639.084 63°43'57.872971"N 148°53'38.963573"W 1683.7063 0.99985624 5/8" IR W/FHWA ALUM CAP

PROJECT : Denali Park Road MP 0 to 3.4 DATE OF FIELD WORK : Multiple Entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 CORS96

EPOCH DATE : 2002.000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID09

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C

M yF ile s\

Pr oj ec ts

\A la sk a\

D en al i\

G

PS

En tr an ce _C on tr ol S he et .x ls x]

Sh ee t 4-

A pr

-2

:1

A M

W

FL

H D s ur ve y

W

FL

H D s ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.9

SHEET

NUMBER

DENA 10(35)AK

SURVEY CONTROL

NOTE:

2.

1.

storage areas. Place silt fence as directed by the CO.

Silt fence is allowance quantity to be used at staging, material based on observed drainage patterns.

locations with the CO prior to placement. Locations may be revised

Locations are approximate. Review proposed erosion control device

CONTROL QUANTITIES

EROSION /SEDIMENT

TABULATION OF SOIL

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d d e n a d a .d g n

AK PFH DENA 10(35)

P

M o v e m b e r

T

P h a n

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80295

N

181+20.47, MP 3.4

165+00 to EOP

EROSION CONTROL PLAN

SUSPEND PROJECT

G.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a d i.

d g n

AK PRA DENA 10(35)

A o v e m b e r

P h a n

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80295

NPS PMIS No. 185904A

169+46

SUSPEND WORK

175+76

RESUME WORK

10.4 x 16 60201 -0800

60201 -0800

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T (T

EM

PO

R A R Y)

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD LNFT LNFT Lt Rt

4+95 2 56 50 30 A, AS

39+00 2 65 58 20 A, AS

Roundabout 1 54 60 80 A, AS 3 Roundabout 1 45 50 70 A, AS 3

159+60 2 67 60 45 A,AS

PROJECT TOTAL 287 278 150

Allowable Pipe Material

NOTE: A Aluminum AS Aluminized steel

1. Aluminized steel pipe culvert minimum wall thickness is the 3. All mateirals are allowable for temporary pipe culverts.

thickness required by the Std. 602-1 fill height table (steel).

2. Aluminum pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0

D en a1

5_ ea

.x ls x] S he et

N ov

:2

PM

T.

P ha n

4/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

PRA DENA 10(35)AK

NPS PMIS No. 185904A NPS Drwg. No. 184/80295

Note: The quantities shown hereon are approximate and are subject to field adjustments.

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF

J.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a p a .d g n

AK PFH DENA 10(35)

A o v e m b e r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

contractor's construction activities.

The government will perform final sign installation at the end of the activities. Relocate signs as directed by the CO during construction.

Remove signs only if they immediately conflict with construction [1]

NPS Drwg. No. 184/80295

N

END PROJECT

181+20+47, MP 3.4

165+00 to EOP

TRAFFIC CONTROL PLAN

PERMANENT

J.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a p i.

d g n

AK PRA DENA 10(35)

P o v e m b e r

P h a n

C h e c k e d b y

D e s ig n e d b y

NOTE:

pavement surface.

1. Pavement markings for 169+46 to 176+46 is on old asphalt

NPS Drwg. No. 184/80295

NPS PMIS No. 185904A type B, solid white stop line

Pavement markings, type B, solid white stop line

Pavement markings, stop line type B, solid white

Pavement markings, Solid (Yellow)

Pavement markings, type B