ak-13506 Pre-Ad Plans.pdf

Project Location

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

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PACIFIC OCEAN

ALASKA KEY MAP

TYPE OF CONSTRUCTION:

Grading, Base, Paving, Drainage and Structures

DESIGN DESIGNATION:

ADT(2020)

ADT(2040)

V e (max)

60MPH

6.0%

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units.

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

- - - - - - - -1 PROJECT MANAGER

R. Johnson

PLANS FOR PROPOSED PROJECT

AK DOT 135(6)

GLENN HIGHWAY REHABILITATION,

KINGS RIVER BRIDGE SECTION:

MP 66.0 TO MP 67 .2

ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES

MATANUSKA-SUSITNA BOROUGH

ALASKA

LENGTH 1.175 MILES

Scale in miles

25 12.5 0 25 50 75

STATE PROJECT

AK OOT 135(6)

SHEET

NUMBER

A.1

AK DOT&PF PROJECT #CFHWY00774

SECTION INDEX*

A. GENERAL INFORMATION

B. SUMMARIES

C. TYPICAL SECTION

D. PLAN & PROFILE

E. ROAD APPROACH

F. EROSION CONTROL

G. PLANTING

H. DRAINAGE

I. SAFETY

J. TEMPORARY TRAFFIC CONTROL

K. PERMANENT TRAFFIC CONTROL

L. UTILITY

M. BRIDGE

* See Sheet A.2 for index to sheets

APPROVED:

DATE _ _ _ _ _ _

Chief of Engineering, Western Federal Lands Highway Division

PRELIMINARY - NOT FOR CONSTRUCTION

°' STATE PROJECT SHEET '"" NUMBER C

;:!; AK OOT 135(6) A.2

C:

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INDEX TO SHEETS INDEX TO SHEETS (CONTINUED)

A. GENERAL INFORMATION J. TEMPORARY TRAFFIC CONTROL

>- A.1 TITLE SHEET J.1 TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES .0

"O A.2 INDEX TO SHEETS J.2 TEMPORARY TRAFFIC CONTROL MISCELLANEOUS SIGN DETAILS QJ u A.3 PLAN SYMBOLS AND ABBREVIATIONS J.3 TEMPORARY TRAFFIC CONTROL ADVANCE SIGNING QJ .r:: u

- A.4 VICINITY MAP SUPPLEMENTAL DETAILS °' J.4-15 STANDARD DRAWINGS

C

B. SUMMARIES

;:!; B.1-4 SUMMARY OF QUANTITIES K. PERMANENT TRAFFIC CONTROL

K.1-2 TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

C. TYPICAL SECTION K.3-5 PERMANENT TRAFFIC CONTROL PLAN

C: C.1 TYPICAL SECTION K.6-10 PERMANENT SIGN DETAILS

C.2 PAVEMENT TRANSITION DETAILS K.11 PERMANENT INLAY PAVEMENT MARKING DETAILS

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C.3 SUBEXCAVATION DETAILS K.12-13 MILLED RUMBLE STRIPS SHOULDER DETAILS

K.14 PERMANENT REFERENCE SIGN DETAILS

D. PLAN & PROFILE K.15 ALASKA DELINEATORS STANDARD DETAILS

D.l TABULATION OF PLAN AND PROFILE QUANTITIES

>- D.2-6 PLAN AND PROFILE L. UTILITY.0

"O D.7 SPECIAL CLEARING AND GRUBBING LIMITS L.1 UNDERGROUND UTILITY CONDUIT LOCATIONS QJ C:

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D.8 SURVEY CONTROL "iii

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- M. BRIDGE

E. ROAD APPROACH M.l GENERAL LAYOUT

E.1 ROAD APPROACH DETAILS M.2 GENERAL NOTES AND ESTIMATE

M.3 FOUNDATION PLAN

F. EROSION CONTROL M.4 RIPRAP LAYOUT

F.1-2 TABULATION OF EROSION CONTROL QUANTITIES M.5 RIPRAP DETAILS

F.3-6 TEMPORARY EROSION CONTROL PLAN M.6 ABUTMENT 1

F.7-8 COMPOST SOCK DETAILS M.7 ABUTMENT 3

F.9 CHECK DAM DETAILS M.8 ABUTMENT DETAILS

F.10 MISCELLANEOUS DETAILS M.9 WINGWALLS

M.10 PIER 2

G. PLANTING M.11 PIER 2 DETAILS

G.1 PLANTING AREAS M.12 FRAMING PLAN AND TYPICAL SECTION

G.2 STANDARD DRAWING M.13 GIRDERS

0 M.14 GIRDER DETAILS N

s' H. DRAINAGE M.15 APPROACH SLAB I H.l TABULATION OF DRAINAGE QUANTITIES M.16 STEEL BRIDGE RAILING 2.

C H.2 DRAINAGE FLUME DETAILS M.17 STRUCTURE TRANSITION RAILING

"C

H.3-8 STANDARD DRAWINGS M.18-23 BORING LOGS .ci

M.24-26 REBAR LIST

-'" I. SAFETY

1.1 TABULATION OF ROADSIDE BARRIER QUANTITIES

1.2 MGS W-BEAM GUARDRAIL STEEL POSTS N

1.3 MGS W-BEAM GUARDRAIL TYPE TANGENT

0 TERMINAL AND GRADING

u n n

0 INDEX TO SHEETS N

N

N

,1 total central angle M.L. main line ..1c curve central angle M.P . mile post diameter matt. material es spiral central angle max. maximum abut. abutment MGAL thousand gallon min. minimum ADT average daily traffic mon. monument

AH ahead appr. approach N north

BK back NC normal crown

B M bench mark 0 . C. on center BP balance point o. too. out to out

br. bridge OD outside diameter brg. bearing OG original ground cc or c. to c. center to center PC point of curve centerline PCC point of compound curve cir. clear PCS point of curve to spiral CMP corrugated metal pipe PI point of intersection col. column pl. plate cone. concrete POC point on curve conn. connection POS point on spiral constr. jt. construction joint POT point on tangent cont. continuous PS point of tangent to spiral point of curve to spiral PSC point of spiral to curve ctrs. centers PST point of spiral to tangent CUFT cubic foot (feet) PT point of tangent culv. culvert pvmt. pavement CUYD cubic yard(s) R radius D diameter R. range DHV design hourly volume R/W right-of-way dia. diameter rdwy. roadway diag. diagonal reinf. reinforcement diaph. diaphragm reqd. required dist. distance rt. or RT right drwg(s). drawing(s) rte. route

E east s south e superelevation rate SADT seasonal average daily traffic El. 94.16 ft elevation with number SC point of spiral to curve elev. elevation sec. section emb. embankment shldr. shoulder edge of pavement SLRY slurry unit EQ oreq. equation spa. spacing, spaces or spaced edge of road SQFT square foot EW edge of water SQYD square yard exc. excavation SRS point of spiral to reverse spiral exp.jt. expansion joint ss point of spiral to spiral (no curve) fin. finish ST point of spiral to tangent STA, Sta. station fig. flange std. standard ft2 square foot stgr. stringer ft3 cubic foot (feet) stiff. stiffener ftg. footing struc. structural u ga. gage (gauge) STS point of spiral to tangent spiral galv. galvanized sym. symmetrical 2.

C hdwl. headwall T tangent distance hex. hexagon T. township

"' HW high water TBM temporary bench mark .,, 0 thd. thread L/1

ID inside diameter TS point of tangent to spiral

jt. joint Ts tangent distance (spiraled curve) "' ---

N typ. typical L/1

L length of curve "' design speed .,, V N lam. lamination 0 vph vehicles per hour "C lat. latitude :g LNFT linear foot (feet) VPI vertical point of intersection long. longitudinal w west LPSM lump sum --- Ls length of spiral yd2 square yard It. or LT left yd3 cubic yard(s) LW low water

N NOTE: 0

0 1. Other symbols used in the plans will be shown in a legendN N on the appropriate plan sheet.

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

3 � 1

15 -=-

3 � 1

0 1 6

15 =

- - - - P / L - - - - - - - - - P / L - - -

( 400 )

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EL. 1234.56

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CP GPS

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STATE PROJECT SHEET

NUMBER

AK

North Arrow -----1:$±!----,pz-- z Slope Stake Limits

EX IST ING

Top of Cut Toe of Fill - - - - - Transition

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier

Retaining Wall

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

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OOT 135(6)

PROPOSED

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A.3

- - - - - I U D I - - - -

Overhead/Above Ground Utilities - - - P - - - P - - - P - - - P - -

Underground Utilities - - ---1 w 1-- ---1 w 1- ---1 w 1 - - - - - - 1 w 1 - - -

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM= steam, T = telephone, TV= CATV, W = water

Poles (Power, Telephone, Joint Use, ---c::J--- - - o - - ---ITD- Light, Support w/Anchor) --+

Miscellaneous Utility Features T■

EM = electric meter, T = telephone pedestal, TV = CA TV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

NO SCALE

_ - 0 - - R / W _ _ R/W

PIE

- no symbol - TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

1-----D_ET_A_IL_A_PP_RO_V_ED_FO_R_U_SE_ll�/2_0_01 _ _ ----ll DETAIL REVISED: 9/2005 1/2007 10/2009 10/2014 I w 101-1

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Scale in miles

0 1 2 3

STATE PROJECT

AK OOT 135(6)

VICINITY MAP

SHEET

NUMBER

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STATE

AK

PAVEMENT STRUCTURE QUANTITIES £81

PROJECT

OOT 135(6)

SHEET

NUMBER

C.1

ITEM NO. ITEM DESCRIPTION UNIT QUANTTTY ESTIMATING VALUE

20411-0000 SELECT BORROW TON 75,931 1.89 TON/CUYD

30101-2000 AGGREGATE BASE GRADING D TON 12,150 1.97 TON/CUYD

40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 7,240 1.94 TON/CUYD

41201-0000 TACK COAT TON 12 0. 10 GAUSQYD@ 240GAUTON

6'-0" £3

Shoulder

Place 4" depth of

300 FTTYP.

12'-0" 12'-0" Traveled way £21 Traveled way£2J

Profile grade

2% Crown fll

I See Safety Edge Detail

Asphalt concrete pavement, type 1, 5-inch compacted depth, placed in

6'-0"[3] Shoulder

I two equal lifts with tack coat between lifts

(lJ u conserved topsoil over all fills Aggregate base grading D, 7-inch compacted depth

711::\ \

- TIM WI /.:0:<

See Fill Slope Rounding Detail

Existing ground

Existing ground .250 l41 .,..p\e \jaf1'"'

5'-0"

Select borrow, 36-inch compacted depth

GLENN HIGHWAY MP 66.0 - MP 67.2

3395+00.00 to 3419+21.50 AND 3422+54.50 to 3457+00.00

10'-0" I 8=5'-0"

·§ ,,, Ill ,,, (lJ

Point available in survey notes

Pull aggregate base to cover safety edge

Red top

See pavement structure depths this sheet

Slope stake

FILL SLOPE

ROUNDING DETAIL

CUT SLOPE

ROUNDING DETAIL £61

SAFETY EDGE

DETAIL

es:

NO SCALE

FOOTNOTE:

See Cut Slope Rounding Detail

£11 Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data.

£21 See Sheet C.2 for widening locations.

£31 Where guardrail is required, the shoulder width is 6'-6" to accomodate milled rumble strips construction. See Section I and K.

£41 Construct slopes as shown in the Staking Report.

£51 Special clearing and grubbing are required for safety improvements. See Sheet D. 7 for limits.

£61 For cut heights less than "B" reduce "B" to the cut height dimension and reduce the front slope rounding distance proportionally.

£7l See SCR Subsection 201.04 for areas that require reduced cut slope rounding to avoid impact to overhead power pole guy wire anchors.

[BJ Included quantities for traveled way and turnout widening, and road approaches. See Sheet C.2 and Section E.

£91 See Sheet D.2-5 for special ditch locations. Construct special ditches as shown in the Staking Report.

TYPICAL SECTION PRELIMINARY - NOT FOR CONSTRUCTION

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See Sheet C.1 for Pavement Structure

Sawcut and tack

Existing pavement

See Sheet C.1 for pavement Structure

See Sheet M.15 for bridge slab approach structure

I ________

CONNECTION TO EXISTING

PAVEMENT DETAIL

CONNECTION TO BRIDGE

APPROACH SLABS DETAIL

A T 3419+21.50 AND 3422+54.50 A T 3395+00.00 AND 3457+00.00

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0 + a 1/"l c:i N I s t [ V ) " " I

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0 + s t

1:35 [ V )

TRAVELED WAY PAVEMENT

WIDTH WIDENING DETAIL

3395+00.00 LT- 3403+00.00 LT

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Lr) +• ('\/ <:::, 0 _, '<:!" 0\,._, CV)

0 • • + c:i c:i 0 _, _, [ V ) 'S:I" q:i s t 'S:I" " " I

[ V )

I

" " I

" " I !"\i 150'-0" 300'-0" 150'-0"

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

CONSTRUCTION TURNOUT

WIDTH WIDENING DETAIL

3427+00.00 RT- 3433+00.00 RT

NO SCALE

STATE PROJECT

AK OOT 135(6)

PAVEMENT TRANSITION

DETAILS

SHEET

NUMBER

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SUBEXCAVATION QUANTITIES

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY REMARK

20402-0000 SUBEXCAVATION CUYD 120

20435-2000 BACKFILL, GRANULAR (POROUS BACKFILL) CUYD 520 CONTRACT QUANTITY

Subexcavation area Subexcavation area End bridge 3422+34.50

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0 0 0 0 0 0 0 , - I N N N N s:t s:t s:t M M M

Begin bridge 3419+41.50

BRIDGE SUBEXCAVATION AREAS

DETAILS

0 0 0 • 0 M _, s:t

N IO N

s:t [",") s:t M M

3418+91.50.00 TO 3419+21.50 and 3422+54.50 TO 3422+84.50

36'-0"

-2.000% f Profile grade

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BdsUng ground variable [1]

Select borrow, 36-inch compacted depth

Asphalt concrete pavement, type 1, 5-inch compacted depth, placed in two equal lifts with tack coat between lifts

Backfill, granular (porous backfill) fZJ Aggregate base grading D, 7-inch compacted depth

Subexcavation

TYPICAL SUBEXCAVATION SECTION

3418+91.50.00 TO 3419+21.50 and 3422+54.50 TO 3422+84.50 £31

NO SCALE

STATE PROJECT

AK DOT 135(6)

FOOTNOTE:

flJ Construct slopes as shown in the Staking Report.

flJ The bottom elevations of subexcavation areas between 3418+91.50 and 3419+21.50, and between 3422+54.50

SHEET

NUMBER

C.3 and 3422+84.50 are 568.0 feet and 566.55 feet, respectively.

£31 See sheet C.1 for cut and fill slope rounding details, safety edge and clearing limit details. See Section I for guardrail details.

SUBEXCAVATION

DETAILS PRELIMINARY - NOT FOR CONSTRUCTION

C) STATE PROJECT SHEET

NUMBER

AK OOT 135(6) 0.1

C)

C:

PLAN AND PROFILE QUANTITIES

.!(! :: ITEM NO. ITEM DESCRIPTION UNIT QUANTTTY 1 ITEM 20302-1200

20101-0000 CLEARING AND GRUBBING ACRE 17[5]

20210-0000 SPECIAL CLEARING AND GRUBBING ACRE 20£5]

REMOVAL OF GUARDRAIL £51

20401-0000 ROADWAY EXCAVATION [ll CY 124,104

- CONSERVED TOPSOIL (INFORMATION ONLY/21.0 CY 7,497 STATION TO STATION LT/RT UNIT(LNFT) "O

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- ROCK EXCAVATION (INFORMATION ONLY) [3] CY 44,000 3418+57.00 3423+o9.00 RT 452 u

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- EXISTING ASPHALT PAVEMENT (INFORMATION ONLY)£4l - CY 3,595 3418+57.00 - 3423+o9.00 LT 452 C)

- EMBANKMENT CON5TRUCTION (INFORMATION ONLY) CY 27,445 3433+92.00 3439+45.00 RT 565 C) -

- EXCESS MATERIAL (INFORMATION ONLY) CY 89,162 TOTAL 1469

C:

ITEM 20301-0700

>- REMOVAL OF DELINEATOR ITEM 20301-2400 .0

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C:

Cl "iii STATION LT/RT UNIT(EACH) STATION LT/RT UNIT(EACH) QJ REMOVAL OF SIGN 0

- 3400+29.00 RT 1 3409+o1.00 RT 1

3400+32.00 LT 1 3409+o4.00 RT 1 STATION LT/RT UNIT(EACH) REMARK

3401+14.00 RT 1 3409+92.00 RT 1 3396+65.00 LT 1 55 MPH SPEED LIMIT

3401+14.00 LT 1 3409+95.00 RT 1 3398+55.00 LT 1 KEEP RIGHT EXCEPT TO PASS

3401+97.00 RT 1 3410+84.00 RT 1 3399+69.00 RT 1 CURVE RIGHT WITH 50 MPH RIDER

3402+o0.00 LT 1 3410+85.00 RT 1 3402+68.00 LT 1 OBJECT MARKER

3403+68.00 RT 1 3411+74.00 RT 1 3402+80.00 LT 1 5TOP

3403+73.00 LT 1 3411+75.00 RT 1 3403+40.00 LT 1 OBJECT MARKER

3404+56.00 RT 1 3412+66.00 RT 1 3416+92.00 RT 1 ROAD NARROW

3404+59.00 LT 1 3412+67.00 RT 1 3418+90.00 RT 1 KINGS RIVER

3405+45.00 RT 1 3413+59.00 RT 1 3419+o8.00 RT 1 CURVE LEFT WITH 50 MPH RIDER FOOTNOTE:

I 3405+48.00 LT 1 3413+60.00 RT 1 3419+57.00 RT 2 OBJECT MARKER r11 Roadway excavation and informational quantities shown Ul Ul l 3406+33.00 RT 1 3414+24.00 RT 1 3422+o7.00 RT 2 OBJECT MARKER are in-place and have not been adjusted for swell or

2. shrinkage factors. See Geotech Report.

3406+37.00 RT 1 3415+42.00 RT 1 3422+72.00 RT 1 KINGS RIVER "'

"O r21 Conserved topsoil quantity is based on assumed depth of.I!!

3407+22.00 RT 1 3416+32.00 RT 1 3427+31.00 RT 1 PASSING LANE 1/2 MILE

3-inch between 3415+00 and 3440+00, and 6-inch between -'" 3407+26.00 RT 1 3416+33.00 RT 1 3436+92.00 RT 1 CURVE LEFT WITH 50 MPH RIDER 3395+00 and 3415+00 and between 3440+00 and 3457+00.

3408+12.00 RT 1 3417+21.00 RT 1 DELAY OF 5 VEHICLES MUST USE f3J Rock excavation estimated quantity is anticipated between 3439+95.00 LT 1N TURNOUTS 3429+70 and 3436+90. 0 3408+13.00 RT 1 3418+12.00 RT 1 0 3418+13.00 RT 1 3448+83.00 RT 1 MP67 f4J Existing asphalt pavement estimated quantity is based on

SUBTOTALS 18 SUBTOTALS 19 3454+23.00 LT 1 CURVE RIGHT WITH 50 MPH RIDER assumed depth of 6-inches.

TOTAL 37 TOTAL 19 f5J Contract quantity.

:,: TABULATION OF "'

,;; PLAN AND PROFILE

N QUANTITIES

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EXC.

CUYD

! EMB.

CUYD

STATE PROJECT

AK OOT 135(6)

UTILITY CONTACTS:

Matanuska Telephone Association 1740 South Chugach Street Palmer, Alaska 99645

Low wire elev. =621'

(907) 761-2704

AT&T Alascom Inc.

505 E. Bluff Drive Anchorage, Alaska 99501-1100

(907) 264-7797

Matanuska Electric Association 163 E. Industrial Way Palmer, AK 99645-2929 (907)-761-9280

BEGIN PRO.JECT

AK DOT 135(6)

3395+00

GLENN HIGHWAY REHABILITATION

KINGS RIVER BRIDGE SECTION:

MP 66.0 TO MP 67.2

N= 203462.55 E= 116572.61 Elev.= 573.87

R/W Remove sign

- d

POI.£ ,.,

Remove sign

-Ar-·- --, d - - - - - - d

Line to be constructed

R/W

Low wire elev. =610' j ----------- -R,emove sign

Remove delineators, typ. (10)

I l

:C°'f . N o.

1S t - '

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d

T= 1,124.64' L= 1,612.62' � 0.06 ---------

Special ditch RT Special ditch RT : 3400+2,5.00 -3402+25.0() 3402+84.50 - 3!4,07+93.00 t ·

- - - - - - - - ' -- - - - - - - L -'

-- -- -:i -- --- -- --- -- --- - -lJ'

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Special ditr;h LT

3402+�0.00 - 3�07+94.$0

I I I I I I I I I I I I ,.. I I I I I I I I I I I I I I I

- - - - - - - .J - - - - - - - - ' -- - - - - - - L - - - - - - - .J - - - - - - - _ , _ - - - - - - - L - - - - - - - .J - - - - - - - - ' -- - - - - - - L - - - - - - - J - - - - - - - - ' -- - - - - - - L - - - - - _ \ . O . J C ) _ - - - - - ' -- - - - - - - L - - - - - - - .J _ - - - - - - - ' -- - - - - - _L. - - - - - - - .J _ - - - - - - - • - - - - - - - _L. - - - - - - - .J _ - - - - - - - ' -- - - - - - _L. - - - - - - - J - - - - - - - - ' -- - - - - - _L.

I I I I I I I I I I I C ' r ) 1 1 . t ) I I I I I I I I I I I I I I I I I I I I I I I - ' + I I I I I I I I I I I I

:§:\0

3395+00 ui' °' .!::i•

Profil� grade

I I I I

: : ' Existing ground •

I I I I

3397+50

17,843 included 1;658 CUYD of conserved to soil

3400+00

3402+50

SSD = 743'

1< � iti 900· y e

SHEET

NUMBER

D.2

3405+00

PRELIMINARY - N

OT FOR CONSTRUCTION

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Remove delineators, typ. (21) \ \

STATE

AK

-------1 --------e,-----·-

J

Line to be constructed -----

- - -J-----------

:special ditch RT 3402:+84.50 -:3407+93.00

;Special qitch LT 3402:+oo.oo -:3407+94.50

Curve= KRB_02-1

b. = 102 ° 39' 45" (RT)

� R " - 900.00' T= 24.64' L= 1,6'1,2.62' e= 0.06 ----

- - - - - - - -'- - - - - - - - L -'

• •. • • • [ E>;st;ng g,ound

F. - - - _;--=_ - -- - ---::.:.::-- -- -- ----c -------;--------:----- -:--:. - - - - . . . . . . . - - - - , - - -' '

Remove 18" culvert,, -

:special ditch RT

- -3"41{+-cJo.oo :32JH+2 :oo

K = 353......... --+ _ _ _ _ _ _ _____

, ....;_ 300' VC

PROJECT

OOT 135(6)

SHEET

NUMBER

0.3

Ul _ _ _ _ _ _ _ .J _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ .J _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ .J _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ L. _ _ _ _ _ _ _ .J _ _ _ - - L - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - - _. . .__ : _ : . - _ : _ : : - _ ; . . . - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - -

Ul

580"'

575"' "' "'

:": 560N

0 EXC. N

0 CUYD N

� EMB. 1 CUYD

� 3402+50

3405+00

_ _ _ _ _ _ . J _ '

3407+50

Profile grade I

I I

\ �0.5000%:

I I I I I

I I I I

22,590 (Included 1,310 OUYD o f conserved topsoil)

3410+00

3412+50

CTI +

- - - - M ...

"<I' M

3415+00

560 PRELIMINARY - N

. D ""' C: Cl "iii "'

N N N

EXC.

CUYD

� EMB. 1 CUYD

(j)

� 3415+00

Place riprap, method A, class 6. See Section M

Plate rip� ethod A, class 6. See tioFl �

Place riprap, method A, class 3, See Section H

--d----

STATE PROJECT

AK OOT 135(6)

SHEET

NUMBER

D.4 l.r) c::i 1 -

-1-----1iiL__ _ _ _ _ _ _ _ _ ____jL_---=:::= ..,,.L :::'....Jr:,...L___:

L _

1 _ _

_____ 4' Ripr ap ditch, method A, class 1. See 5ection F -

,-....,..,_R�"",;,'atte-Sign· = - - = - - - · = - - - - - - - ·:..:...· = · :..:...-:.:_:- - - - - - - - -C,� � - ___ --..-_

- - - - - - 661 move guardrails

1, I S , , : : Guardr ail, LT Bridge ra il, LT , , Guardrail, LT �rm ina ,ection Type Tangfi:nt : 3418+4o.5o(j) : : @ f - - - - ; - - - - - - - - - - - - - - · ----;-{ '@ , , (j) 34214+10.50:

-------1:E

- - - - - - - + - - - - - - - - 1

..r-v Matanuska River

Bridge Transi tion R�il . . . . �41.7+66!([).

, r, ;-, ii RT , B Bridge tail, RT . . . . . . . . • . . . . . . . . @)

Guar�r ai l, R(f)_ 3423+35.50

. . . . . Special ditch LcT . . . . ;

34,?9+70.0� - 3432+:60.00

Special di l:ch RT 3414+00.:oo - 3415+25.oo:

Profile:gr ade

Special di tch RT 3417+2,5.00 - 3420+01.0,0

2,240 (Included 349 CUYD of con!l;erved topsoil)

5,668

3417+50

3420+00

: Rip r ap cfitch RT

3422+55.00 - 3423+35.00 ·· · · · · · : see section t · · · · · ··

3422+50

- I

Special ditch RT

34,25+25.0(J - 342Bt00.00

LllN

. . . . . + \O" r-... •

N "<t "<tr-... Mill

3425+00

- - - - - - - - - - - - - - 1 -," '' " " '

2,786 (Inludei:l 542 CUYP of conserved topsoil)

12,745

3427+50

,.__:- - - : - v

3430+00

: I : I :1 :1

I

. to be constructed RB 0 2-2 curve:;�.

:39 " (LT)

o· -;,--,,-,-. /J.c, Lme t:.=

O' R= 1,3 0 0 .9 T= 30 5.44, L= 6 0 0 .0 0 e= 0 .0 54

I

I

� Special ditch LT

. · 3438+:50. . 343:5+00.00 -

_ _ _ _ _ _ _ _ : _ _ _ _ _ _ _ _ : _ _ _ _ _ _ _ _ _'. _ _ _ _ _ _ _ I

K � 10 0

30 CX' vc

I '

: ,�edlip,0;1J ' : ' , ciUYD of coos

, ·oaod598 k e>raYat,o , , , OODCUYDofmc

· 45, , '49(iocloded44, 1,41D , , 3435+00 3432+50 3437+50

Curve- , 34" (LT) 1::,.- 740 46

R= 9 80 .0 0 ' T;:; 748. 9 4' L= 1,278. 9 9

- KRB_0 2-3

e= 0 .0 6

. h method A, Riprap di�e' Section Fclass 1.

Remove sign

'I I

I_

I

I - - - - - - - , - - - ' - - - - - - - - - -

K:= 9 7 6 6 �' vc

: rved topsoil): . CUYD of conse

. d d 7-20

7 353 (Inclu e

3,0 6 9 : · O 3442+5 3440 +0 0

PROJECT

DOT 13S(6)

7 1 1 1 - -

Curve= KRB_02-3 t:.= 74° 46' 34" (LT) R= 980.00' T= 748.94' L= 1,278.99' e= 0.06 - - - -

N

'l O 58

STATE

AK

PROJECT

DOT 135(6)

SHEET

NUMBER

D.6

\ I ) _

/ "I- / o / r / +

_.,,,,- ,roG _.,,,,-- - - - ?

Riprap ditch, method A, c/assl ? - to

_.,,,,- _.,,,,-\.. N

- - - - emove sign _ _,- _,- _.,,,,- _.,,,,-?""' -See Section_£. __-:::;::::::---->-.0 u <LI .c u

Cl "iii

<LI

I 625 I

0 <D _ _ _ _ _ _ l / l Y " " { _

" "<I" "<l"N

"<I" <D

C"'l

Riprap ditch LT 34�4+75.0() - 3453t25.00

--See $ection J=:_

- - - - - - - .J - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - - -

: Profile grade

, - - - -550:= 3922' , , K,;, 1049 : '

3qo· vc :

, 1xisting Jround !' ' ' t · I

I

: I

""5: ' U'

- - - - - - - -:- - - - - - QJ ' Q.•

"i:i;

:o

C'<): LI)

: :co

- - - - - - - - ' - - - - - - - - L -'

:635

:630

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ .J _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - I -

; 645 s s q = 527'

- - - - K 1=-105- - - ' - - - - - - - -� -

300' vc ' l --·---------------

1;

- - - - - - - _I_ - - - - - - - L -

ENDPRO.JECT

AK DOT 135(6)

3457+00.00

GLENN HIGHWAYREHABILITATION

KINGS RIVER BRIDGE SECTION:

MP 66.0 TO MP 67.2

N= 200249.22 E= 120090.76 Elev= 674. 76

E�isting gr�und , , , , , :660 ' •

- - - - - L - - - - - - - .J _ - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - -

_______ :655

I l / ) 1 ' t '

0 L tl--- -- -- ---_;__ __ ..i_ _ _ _ ;._ _ _ . : ; : - - - - - . : - - - - - - + - : - - - : - : : : - - - : - - - - : : : - - - - - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - t : § . : 3 5::...__ - : - _ _ : _ _ _ : _ _ : _ _ 7_7 � :635

::i

6 0 0 L - � - � � - . ; . . - - - + - - - - - + - - _ _ _ ; _ - - ; . _ - . ; . . - _ _ _ _ _ ; � � � � , . _ R Q _ . 9 £ ! ' . . ! 2 . . . . Q ! _ � � ! ; ! Q Q � - - - , - - - - � - - - - - - , - - - - c - - - - - - , - - - - - - - + - - - - t - - � - - : - : - - � :sl EXC. 25: 643 Inclwded 2 320 CUYD of conserved :to soil :sl CUYD

� EMB.

L ____ :_ __ _;_ __ _: ___ � - - � - - - � - - � - - - - - - : - - - � - - - - - : - - - - i 4 J 2 7 . _ 7 z . 7 _ _;_ _ _ _ ; _ _ _ --:--_ _ � _ _ _ � _ _ ""7"_----== == == ===::::====::====::== 1 CUYD :sl 3445+00 3447+50 3450+00 3452+50 3455+00 3457+50

"O u <LI .c u t: "'

.0 "O <LI C: Cl "iii <LI

N N

N

#1

LIMIT POINT TABLE

POINT NORTHING EASTING STATION LT/RT OFFSET(FT) POINT NORTHING EASTING STATION LT/RT OFFSET(FT)

1 203608.57 116532.82 3395+D0.00 LT 151.35

2 203319.12 116611.69 3395+D0.00 RT 148.65

3 203475.07 117181.44 3400+90.71 RT 147.97

4 203808.55 117263.45 3402+43.78 LT 156.36

5 203757.47 117600.03 3405+39.09 LT 100.00

6 203539.70 118086.91 3410+25.00 LT 100.00

7 203464.32 118168.46 3411+25.00 LT 100.00

8 203147.68 118375.41 3414+67.51 LT 100.00

9 202797.12 118510.45 3417+96.15 LT 160.68

10 202770.06 118149.81 3418+o6.96 RT 200.81

0.8866 Acre

0.7154 Acre

<i:/ I

I I I 1000'R

I I #5

1000'R

# 6

5.6982 Acre

766.73' R

#3

766.73' R

11 202480.58

12 202474.55

13 202525.73

14 202556.64

15 202414.67

16 202402.59

17 202138.66

18 202140.04

19 201529.47

20 201528.30

\\! j

#10

118162.86 3420+96.73 RT

118255.84 3421+D6.94 RT

118292.42 3420+57.46 RT

118391.90 3420+31.06 LT

118248.50 3421+66.43 RT

118166.37 3421+74.80 RT

118689.08 3424+61.99 LT

118511. 79 3424+52.62 LT

118506.00 430+62.32 LT

118271.82 3430+52.95 RT

I I I t #14 - I

½ 1.2701 Acre #13 -� r cfY6288 Acre

/ #17

: /7 /

5 ----- -----

200.80

108.19

69.34

31.42

118.22

200.80

309.50

132.45

99.20

134.79

2.3032 Acre #20

#21

LIMIT POINT TABLE (CONTINUED)

POINT NORTHING EASTING STATION LT/RT OFFSET(FT)

1.4962 Acre

31 200401.45 118995.10 3444+77.98 LT 152.60

32 200286.58 119292.78 3448+58.74 LT 154.57

33 199992.44 119233.77 3448+54.05 LT 145.40

34 199995.00 119688.39 3452+51.63 RT 151.14

35 200286.31 119616.72 3452+44.41 LT 148.78

36 200397.67 120054.30 3457+00.00 LT 152.87

#2 37 200105.82 120125.98 3457+00.00 RT 147.66

STATE PROJECT SHEET

NUMBER

AK OOT 135(6) 0.7

POINT NORTHING EASTING STATION LT/RT OFFSET(FT)

21 201494.10 118206.95 3430+84.19 RT 201.14

CFHWY007!74

c:? 1, 22 201292.26 118224.48 3432+86.62 RT 192.71 \ \

23 201089.04 118378.23 3434+92.62 RT 52.29 I I

24 201096.26 118570.80 3435+10.90 LT 139.61

25 200875.31 118632.73 3437+69.17 LT 148.29

#36

#37

26 200456.39 118632.57 3441+53.98 RT 52.21

27 200334.42 118653.33 3442+50.96 RT 117.21

28 200280.80 118677.72 3442+99.57 RT 138.44 3455

29 200222.14 118727.15 3443+65.67 RT 150.19

30 200143.71 118841.57 3444+86.15 RT 147.29 #35

I II I I I

Q

I Q

II I I I I I I I

4.1895 Acre

#31

#32

941'R

968'R

I I 1760' R 805'R

#25 #33

IJ)

#24

- ' " # z . 3 - _ - - - # 2 6

Special clearing and grubbing limits, typ. #29 (Area values are CADD measured on plan view)

#30

2.6841 Acre

k Riverr,1atanus a

1245'R

Scale in feet

150 75 0 150 300

SPECIAL CLEARING AND

GRUBBING LIMITS PRELIMINARY - N

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

13102 203306.181 116086.292 564.782 61°44'04.388521" N 148°45'45.901514" W 622.244 0.99992331 5/8"IR W/FHWA ALUM CAP 1.

13103 203562.495 116758.866 576.247 61°44'06.785582" N 148°45'31.839818" W 633.716 0.99992309 5/8"IR W/FHWA ALUM CAP

13104 203686.664 117396.702 589.467 61°44'07.887925" N 148°45'18.551076" W 646.948 0.99992277 5/8"IR W/FHWA ALUM CAP

13105 203382.650 118086.918 584.551 61°44'04.764914" N 148°45'04.345457" W 642.052 0.99992334 5/8"IR W/FHWA ALUM CAP

13106 202627.909 118286.106 575.324 61°43'57.297469" N 148°45'00.512075" W 632.846 0.99992388 5/8"IR W/FHWA ALUM CAP

13107 201899.565 118320.532 571.846 61°43'50.121032" N 148°45'00.088075" W 629.385 0.99992406 5/8"IR W/FHWA ALUM CAP

13108 201134.652 118384.069 572.347 61°43'42.579095" N 148°44'59.074585" W 629.906 0.99992407 5/8"IR W/FHWA ALUM CAP

13109 200406.419 118691.919 587.086 61°43'35.351983" N 148°44'52.976880" W 644.667 0.99992352 1 1/2"DIA ALUM CAP DOT 90

13110 200107.704 119297.105 634.249 61°43'32.296561" N 148°44'40.538405" W 691.848 0.99992157 5/8"IR W/FHWA ALUM CAP

13111 200152.535 119773.789 660.617 61°43'32.647224" N 148°44'30.629133" W 718.224 0.99992054 5/8"IR W/FHWA ALUM CAP

13112 200325.736 120339.571 689.221 61°43'34.244364" N 148°44'18.819309" W 746.833 0.99991946 5/8"IR W/FHWA ALUM CAP

PROJECT : Kings River Section COORDINATE SYSTEM : MV-1, local system developed by ADOT VERTICAL DATUM : Differential levels holding beginning elevation at CP13101

PROJECT UNITS : US SURVEY FOOT

To convert the local coordinates to NAD83(CORS) State Plane U.S. Survey Foot coordinates, translate using +2,624,893.36529 N, +1,738,991.40294 E, and scale using 0.9999202167

C

M yF ile s\

Pr oj ec ts

\A la sk a\

G le nn _H ig hw ay \K in gs

_R iv er _B ri dg e\ de si gn

\P W

K in gs _R iv er

_S ec tio n_

C on tr ol

S he et .x l

-A pr

-2

1:

P

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.8

SHEET

NUMBER

DOT 135(6)AK

SURVEY CONTROL

Basis of Coordinates:

The Basis of Coordinates is NGS Station PURIN, located near Milepost 91 of the Glenn Highway. Said station has MV‐1 coordinates of 231,730.0664 N, 232,079.1864 E.

Basis of Bearings:

The Basis of Bearings is a local plane bearing between NGS Station PURIN and NGS Station PAQB. NGS Station PAQB bears S 64º53’54”W a distance of 189,974.66 U.S.

Survey Feet from NGS Station PURIN. NGS Station PAQB has MV‐1 coordinates of 151,137.6479 N, 60,046.5335 E Basis of Vertical Control:

The Basis of Vertical Control is NAVD88 as determined by a series of level loops performed by DOT u <LI .c u t: "'

>-.0 "O

<LI

C:

Cl "iii

<LI

N

M

NO.

Approach width

Mainline station � ?JC> "-'"&

Approach number X

1,\ ' o

\o ' ' - - - Approach grade

I I I

\ _ t. of mainline road

I

ROAD APPROACH SYMBOL

3 ¼-inch

STATION

3403+12.50

3414+61.00

3414+61.00

3425+25.00

3442+65.00

2-inch

MAXIMUM CREST

VERTICAL CURVE

MAXIMUM SAG

VERTICAL CURVE

STATE

AK

ROAD APPROACH TABLE

PROJECT

OOT 135(6)

SHEET

NUMBER

E.1

SIDE WIDTH LANDING GRADE(%) RADIUS(FT)

L1 (FT) L2 (FT) REMARK W(FT) (FT)

LT/RT

LT 22 30

LT 24 20

RT 24 20

LT 16 20

RT 16 20

R l

Edge of shoulder

I ,,J

LANDING APPROACH

50 30 2.00% 9.90%

42 21 -2.00% -12.00%

42 18 -2.00% -2.00%

20 67 -2.00% -15.00%

20 12 -2.00% -12.00%

I End road approach

I End pavement see Note 1

I

1-s R2 ,._, ' Cl] ...J e r Edge of shoulder I 8:

,,------, Cl] goo 1 't I ' .y.J

I \ _ _ Edge of traveled way

PLAN VIEW

L1 L2 - I '--

ClJ Landing I

C: ::i ClJ 0 E -c: I l/)

\ 7 " � )0 Cl]

ClJ Cl..

.gi -0 u::i

R1

R2

KINGS RIVER DR.

t_ of highway

I I

"-0 ClJ

.gi u::i

Landing Approach

-----I 1s01° +/-2%max. � --i---r

J -Y--\ \\_ ---_ _VPI I - - -.zs'¾.

Profile grade O (rnak.J Mainline road grade varied

-s Cl] e -0 Cl] e -0

Maximum algebraic difference 8%

PROFILE VIEW

NOTE:

1. Finish landing to mainline with the same pavement structure as shown for mainline. See Sheet C.1 for details.

• I I \ \ - - - = : J

\ _ Asphalt concrete pavement, type 1

\ \ \ Agg,egate base gcad;ng D s-;nch agg,egate base g,ad;ng D

\ _ Select borrow

2. Construct approach fores/opes 1H:6V or flatter slope within the roadway's clear zone. Perform work under Section 622.

3. Pave to the end of radius return unless otherwise indicated.

Finish approach with 5-inch aggregate base.

CONNECTION DETAIL

ROAD APPROACH DETAILS

NO SCALE

AK OOT 135(6) F.1 '""

NOTE:

C: 1. Erosion control plans as shown are approximate. Erosion ·E control devices shown are as symbols and not actual locations.

2. Final locations and spacings of devices may be changed to fit field conditions and as approved by the CO.

3. Contractor may modify the erosion control plans as necessary to accomodate permits and actual operations.

. 0

4. See Section H for culvert outlet riprap protection and drainage"O QI flume details and quantities ..>I. u QI .c u

C

C: SUMMARY OF EROSION CONTROL QUANTITIES "' a:

<: ITEM NO. ITEM DESCRIPTION UNIT QUANTITY

15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING LPSM ALL

15702-3000 SOIL EROSION CONTROL, SUPERVISOR LPSM ALL

15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LPSM ALL [1]. 0

"O

QI

C: 15703-1000 SOIL EROSION CONTROL, SOIL STABILIZATION (TEMPORARY) ACRE 12 [2]Cl 'iii

QI

0 15705-1500 SOIL EROSION CONTROL, COMPOST SOCK (SLOPE PROTECTION) LNFT 6,685

15705-1500 SOIL EROSION CONTROL, COMPOST SOCK (INLET PROTECTION) LNFT 300

15705-1500 SOIL EROSION CONTROL, COMPOST SOCK (OUTLET PROTECTION} LNFT 300

15705-1600 SOIL EROSION CONTROL, ABSORBENT BOOM LNFT 500 [3]

15706-0200 SOIL EROSION CONTROL, CHECK DAM (TEMPORARY) EACH 80

15802-0000 WA TERI NG FOR DUST CONTROL LPSM ALL [4]

25120-0100 RIPRAP DITCH, METHOD A, CLASS 1 LNFT 990

62402-0500 FURNISHING AND PLACING TOPSOIL, 8-INCH DEPTH ACRE 2.5 [2]

62406-3000 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 12 [2]

62501-0000 TURF ESTABLISHMENT ACRE 14 [2]

62515-2000 MULCHING, HYDRAULIC METHOD ACRE 18 [2]

N

'5' Ul Ul 2.

C "' 'O m"' "' 5:

FOOTNOTE:

"' r11 Temporary diversion berm is required for construction of"' "' channel guide banks. Estimated diversion length is 1600 FT.

r21 Contract quantity.

u £31 Use as required and as directed by the CO.

r41 See SCR Section 158.

:,: TABULATION OF EROSION "'

M a .;; CONTROL QUANTITIES a N

SHEET 1 OF 2 >-

a M

AK OOT 135(6) F.2 '""

C:

·E

ITEM 15705-1500 ITEM 15705-1500 ITEM 15705-1500

>- SOIL EROSION CONTROL, COMPOST SOCK SOIL EROSION CONTROL, COMPOST SOCK SOIL EROSION CONTROL, COMPOST SOCK . 0 'O QI (SLOPE PROTECTION) (INLET PROTECTION) (OUTLET PROTECTION) .>I. u QI .c u

- STATTON TO STATTON LT/RT UNIT(LNFT) STATTON LT/RT UNIT(LNFT) STATTON LT/RT UNIT(LNFT) °' '"" C 3395+o0 3396+00 LT 200 3396+50.00 LT 60 3396+50.00 RT 60 -

3395+D0 - 3398+00 RT 300 3429+25.00 LT 60 3429+25.00 RT 60

3415+D0 - 3419+00 LT 955 3437+00.00 LT 60 3437+00.00 RT 60

3422+55 - 3427+00 LT 1,275 3442+50.00 LT 60 3442+50.00 RT 60

C:

3428+D0 - 3430+60 RT 260 3448+50.00 LT 60 3448+50.00 RT 60

-c:

3428+50 - 3429+60 LT 220 TOTAL 300 TOTAL 300

3432+D0 - 3451+75 RT 2,575

3442+o0 - 3446+50 LT 900

>- TOTAL 6,685 . 0

'O

QI

C:

Cl 'iii

QI

0 ITEM 25120-0100 -

ITEM 15706-0200

RIPRAP DITCH, METHOD A, CLASS 1

SOIL EROSION CONTROL, CHECK DAM

STATTON TO STATTON LT/RT UNIT(LNFT)

3422+55 - 3423+35 RT 80

(TEMPORARY)

3441+15 - 3441+75 LT 60

STATTON TO STATTON LT/RT UNIT(EACH) 3444+75 - 3453+25 LT 850

3396+25 - 3405+50 LT 8 TOTAL 990

3398+o0 - 3405+50 RT 5

□ 3405+50 - 3414+50 LT 6

N

'5' 3405+50 - 3419+20 RT 9

Ul Ul 3422+55 - 3428+00 RT 4 2.

C

3427+D0 3428+50 LT 1"' -

'O m NOTE: "' 3429+70 - 3431+25 LT 1 5:

3431+25 - 3437+00 LT 5 1. Erosion control plans as shown are approximate. Erosion control devices shown are as symbols and not actual locations.

"' 3430+70 - 3432+00 RT 1 "' 2. Final locations and spacings of devices may be changed to "' 3437+D0 - 3442+00 LT 6 fit field conditions and as approved by the CO.

3446+75 - 3457+00 LT 27 3. Contractor may modify the erosion control plans as necessary 3451+75 - 3457+00 RT 7 to accomodate permits and actual operations.u

TOTAL 80 4. See Section H for culvert outlet riprap protection and drainage flume details and quantities.

:,: TABULATION OF EROSION "'

M a .;; CONTROL QUANTITIES a N

SHEET 2 OF 2 >-

a M

QJ

u

QJ

.r:: u

. D "O

QJ

C:

Cl "iii

QJ

LEGEND:

n

BEGIN PROJECT

3395+00

Soil erosion control, temporary diversion berm

Soil erosion control, compost sock (slope protection)

Soil erosion control, compost sock (inlet protection)

Soil erosion control, compost sock (outlet protection)

Soil erosion control, check dam (temporary)

Riprap ditch, method A, class 1

Place riprap, method A, class 3

Mulching, hydraulic method (special clearing area)

Rolled erosion control product, type 4

Inlet protection

CJmpost sock

Mulching special clearing areas

Turf establishment on finished slope

R/W Temporary check dam

Temporary c

Outlet protection

Place riprap. See Section H

R/W Mulching special clearing areas

Turf establishment on finished slope

STATE PROJECT

AK OOT 135(6)

TEMPORARY EROSION

CONTROL PLAN

3395+00 TO 3415+00

SHEET

NUMBER

F.3

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. a·r /· check dam ' . I rempor ......._ ti slope

STATE PROJECT

AK DOT 135(6)

Inlet protection

Ti mporary check dam

M a t � k a River z--.

_ _ Tu�rf establishment on finished slope

Outlet protection :J iprap flume. See Section H

Riprap ditch, method A, class 1

Mulching special clearing area

Riprap outlet

TEMPORARY EROSION

CONTROL PLAN

3415+00 TO 3430+00

SHEET

NUMBER

F.4

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Mulching special clearing area

I

7"ern ---'E ry r:IJec

Riprap outlet

STATE PROJECT

AK OOT 135(6)

Riprap ditch, method A, class 1

Inlet control

..,,..1/

Riprap ditch, method A, class 1 ; : / ; , _--1/

, l , / Temporary check ,;lam

-- Riprap outlet

Turf establishment on f i n i s � e ------- Outlet control

TEMPORARY EROSION

CONTROL PLAN

3430+00 TO 3445+00

SHEET

NUMBER

F.5

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Riprap ditch, method A, class 1

Mulching special clearing area

Turf establishment on finished slope

STATE PROJECT

AK OOT 135(6)

ENDPRO.JECT

3457+00

-- Temporary check dam _ _ _ _ _-----

TEMPORARY EROSION

CONTROL PLAN

3445+00 TO 3457+00

SHEET

NUMBER

F.6

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Stakes installed on downhill side of sock (4' O.C. for 12" dia., 6' O.C. for 8" dia.)

or per manufacturer's recommendations

8" (min.) diameter compost sock on slope installed parallel to contours (see Note 3)

Soil stabilization materials

Compost sock at base of slope and at perimeter for sediment control

5'-0" (min.)

(10' Preferred) from toe of slope

Stakes installed on downhill side of sock (4' O.C. for 12" dia., 6' O.C. for 8" dia.)

or per manufacturer's recommendations

Rope

Overlap end sections of compost socks 1 '-6" to achieve a continuous run

3'-0" (min.) transition from top of slope to edge of road

ON SLOPE SECTION

Compost sock (see Note 2)

PERSPECTIVE

Blend soil stabilization material into existing vegetation

Existing vegetation

- - - - Sheet flow

5'-0" (max.)

From top of slope

Curve ends of socks towards the slope

PLAN

COMPOST SOCK SLOPE PROTECTION

STATE PROJECT

AK OOT 135(6)

CFHWY00774

NOTES:

1. Install stakes per manufacturer's recommendations.

2. Place compost socks no closer than 5-feet from the toe of slopes to allow runoff to pool.

3. Install parallel with the contours of the slope with the ends of the socks pointed towards the upslope.

4. Lace together and or overlap for long-run applications to form a continuous length.

5. Use wood stakes to secure compost socks in place if installed on slopes.

6. Soil stabilization materials include rolled erosion control products, mulch, or other temporary ground cover to stabilize unit/ vegetation is established.

7. Repair or replace damaged or displaced compost socks.

8. Remove accumulated sediment when it reaches one-half of the sock height or one-third of the available storage i f protecting a water body or storm drain inlet.

SHEET

NUMBER

F.7

9. Remove all stakes and rope, i f used, from the project and discard .

COMPOST SOCK SPACING

BASED ON SLOPE

SLOPE (V:H) SOCKO.C. SPACING

1:2-1:5 SOFT

STEEPER THAN 1:2 25FT

NO SCALE

COMPOST SOCK DETAILS

SHEET 1 OF 2

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Compost sock

End treatment varies

Overlap end sections of compost socks 1 '-6" to achieve a continuous run

COMPOST SOCK

CUL VERT INLET PROTECTION

Compost sock

End treatment varies

COMPOST SOCK

CUL VERT OUTLET PROTECTION

NO SCALE

STATE PROJECT

AK OOT 135(6)

NOTES:

1. Install stakes per manufacturer's recommendations.

2. Place compost socks no closer than 5-feet from the toe of slopes to allow runoff to pool.

3. Use wood stakes to secure compost socks in place i f installed on slopes.

4. Repair or replace damaged or displace compost socks.

5. Remove accumulated sediment before it reaches one-third of the sock height.

6. Remove all stakes and rope, i f used, from the project and discarded.

COMPOST SOCK DETAILS

SHEET 2 OF 2

SHEET

NUMBER

F.8

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Trench 2" min.

Curve ends upstream to prevent flow around the ends See Note 6

6" min.

V-ditch design shown.

Check dam installation details are similar for flat-bottom ditches.

CROSS SECTION

Place excavated material on uphill side of fiber roll

See Note 5

Fiber roll 9"0min.

Flow Line Flow

16" min Trench 2" min.

FIBER ROLL

STAKING DETAIL

PLAN VIEW

FIBER ROLL

CHECK DAM SPACING*

(See Note 7)

DITCH CHECK DAM

GRADE SPACING (max.)

(ft) 2% 150 3% 100 4% 80 5% 60

* Spacing calculated based on 9" 0 min fiber roll. Do not use fiber roll check dams on ditch grades steeper than 5%.

FIBER ROLL CHECK DAM

Curve ends upstream to prevent flow around the ends See Note 6

Filter rock

Filter rock

V-DITCH

CROSS SECTION

FLAT-BOTTOM DITCH

CROSS SECTION

Check dam spacing

Ponded water

Ditch grade

PROFILE VIEW

FILTER ROCK

CHECK DAM SPACING

(See Note 7)

DITCH CHECK DAM

GRADE SPACING (max.)

(ft) 2% 150 3% 100 4% 80 5% 60 6% 50

7%-9% 25

FILTER ROCK CHECK DAM

12" (min.)

12" (min.)

NO SCALE

STATE PROJECT

AK OOT 135(6)

NOTE:

1. Construct check dams from fiber rolls, filter rock, or gravel bags as directed by the CO.

2. Repair all rills or gullies and properly compact prior to installation.

3. Install check dams in ditches perpendicular to the flowline.

4. Stake fiber rolls in place with 11#8-inch x 11#8-inch wood stakes. Drive stakes at each end of the fiber roll and at 2-foot (max.) spacing.

5. Drive stakes into undisturbed soil of trench bottom.

Expose stakes 2-inches (min.) above top of fiber roll.

6. Provide sufficient length to prevent water from flowing around the ends of the fiber roll.

7. Adjust check dam spacing based on site-specific conditions.

Gravel bag

CROSS SECTION

GRAVEL BAG

CHECK DAM SPACING*

(See Note 7)

DITCH CHECK DAM

GRADE SPACING (max.)

(ft) 2% 150 3% 100 4% 80 5% 60 6% 50

* Do not use gravel bag check dams on ditch grades steeper than 6%

12" (typ.)

GRAVEL BAG CHECK DAM

CHECK DAM DETAILS

SHEET

NUMBER

F.9

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Riprap ditch, method A, class 1

RIPRAP DITCH

42"

3"

SWPPP 4"C

3½"

Permit 123456789 2½"8 3"

Contact: Firstfirst Lastlast 2"C 2"

Phone: 123-456-7890 2"C

14"

BORDER R = 1½" TH =%"IN = ¾"

SWPPP NOTICE SIGN f11

STATE PROJECT SHEET

NUMBER

AK OOT 135(6)

FOOTNOTE:

flJ See SCR Subsection 107.01A(d) for installation locations.

Black border and text on white background. Fabricate sign panel from aluminum. Adjust text as needed for specific project information. Install signs in accordance to Section 635.

MISCELLANEOUS DETAILS

F.10 s, C) k "O

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Planting area (Est. 9750 SQFT)

ITEM NO.

62630-0350

62630-0350

62630-0350

(j

SUMMARY OF PLANTING QUANTITIES

ITEM DESCRIPTION

PLANTINGS, TREES, BALLED AND BURLAPPED (SITKA ALDER, 2 GALLON)

PLANTINGS, TREES, BALLED AND BURLAPPED (PAPER BIRCH, 2 GALLON)

PLANTINGS, TREES, BALLED AND BURLAPPED (SITKA SPRUCE, 2 GALLON)

C)

I

,a---==- P _ - _ _ - _ p - - - - - - C) _, STATE

AK

NOTES:

PROJECT

OOT 135(6)

SHEET

NUMBER

G.1

1. Maintain a 25- foot minimum horizontal clearance from the overhead power lines.

2. Planting areas shown are approximate. The CO will mark the exact limits in the field before planting.

UNIT QUANTITY

EACH 225

EACH 50

EACH 50

Matanuska River

PLANTING AREAS PRELIMINARY - N

:E c..

N N

C l

N

For bare root trees and shrubs, prune branches about ½ for nursery stock and about ½ for collected material as indicated by dotted lines. Do not cut leader

14 gage or heavier galvanized wire

Approved conspicuous marker

Wrapping material on deciduous trees where required

Depression to collect water

' I ½" dia. x 12" long nylon, rubber rubber or reinforced plastic hose with tree, wrapping paper under hose r _l

Wire anchored from the trunk at least equal to two-thirds the height of the tree and twisted at the center point

Set plant in hole same level to the natural ground as it stood in nursery

Fasten wires to 2" x 4" x 24" wood stakes or approved metal anchors driven firmly into the ground

Prune any broken roots

Place roots in natural position.

Work topsoil carefully around roots. Soak the topsoil around the roots by pouring water

���:e�;,� s��:,.�t:/ ;�d filled 1//;('\'\ );\\JIii\\ ;t/ -- -· :· V//1\\ '·://\V//1\\'< Roughen subsoil in bottom of hole

Topsoil mixed with specified soil conditioner and throughly mixed prior to placing around roots and scarify sides to prevent sealing /

METHOD OF PLANTING BARE ROOT TREES AND SHRUBS

AND METHOD OF GUYING DECIDUOUS TREES

OVER 12' AND CONIFERS OVER 4'

Settle the loose soil around the ball of earth by soaking it thoroughly with water

Make a depression twice the container or ball diameter on level ground or slope to collect water around plant

Topsoil

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/·( f\: ,,j t- ;).,.·, ' ' . ' , I ' ' . '

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STATE PROJECT

AK DOT 135(6)

NOTE:

1. Approved commerical plant ties may be used in lieu of hose and wire guying.

2. Provide construction grade, rough or dressed Douglas Fir or Pine stakes.

Set plant in hole same level to the natural ground as it stood in nursery or container

Trees and shrubs.

Place mulch as directed

Cut bindings, and peel down upper half of burlap

Topsoil mixed with specified soil conditioner and throughly mixed prior to placing around ball

Roughen subsoil in bottom of hole and scarify sides to prevent sealing

METHOD OF PLANTING CONTAINER OR

BALLED AND BURLAPPED TREES AND SHRUBS

½" dia. 12" long nylon, rubber or reinforced plastic hose with tree, wrapping paper under hose

Wrapping material on deciduous trees where required

14 gage or heavier galvanized wire or approved plastic ties tied to the tree at a point two-thirds the height of tree above ground and stapled or tied to the stake.

Cut stake off about 12" above the point at which ties are to be made

2" x 2" wood stake driven prior to backfilling or outside ball

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

METHOD OF STAKING

DECIDUOUS TREES UNDER 12'

U.S. CUSTOMARY DETAIL

TREES AND SHRUBS

PLANTING METHODS

SHEET

NUMBER

G.2

NO SCALE

DETAIL APPROVED FOR USE 12/2006 DETAIL

REVISED: W626-1

10.4 x 16 20301 -1900

25101 -0300

25101 -0300

60201 -0800

60201 -1000

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

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

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P

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TI

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PL

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IP

R A P, M

ET

H O

D A

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LA

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IN

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FL

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H P

IP

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A N

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LE

A llo w ab le P ip e

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

B

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EL

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B

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H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD CUYD LNFT LNFT Lt Rt 3396+50 3 80 19 72 3403+12 4 20 70 Left Approach 3414+61 4 20 70 Left Approach 3414+61 4 20 1 70 Right Approach 3422+58 NA 4 32 Drainage Flumes 3429+25 20 1600 19 200 3437+00 10 360 19 88 3442+50 13 720 19 124 3448+50 10 250 19 78 3454+38 2 50 72 18°

PROJECT TOTAL 3124 1 95 32 210 634

Allowable Pipe Material

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of 0.109" or the thickness 3. HDPE pipe is not allowed when final installation is exposed. Furnish HDPE end sections for AS Aluminized steel required by the Std. 602-1 fill height table. all HDPE pipe. End section is part of HDPE pipe. See Std. 602-5 for acceptable cell class. GS Galvanized steel

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.105" or the 4. Do not use aluminized steel material in abrasive conditions. HDPE High Density Polyethylene thickness required by the Std. 602-1 fill height table (steel). (blank) Any appropriate material

Except PVC plastic

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

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-w or k\ d0 ak -1

_e a.

xl sx

]S he et

-A ug

-2

3:

P

M N in h

Ph an

/2

K H ar ri so n

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

DOT 135(6)AK

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

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Finished grade

See Sheet C.1 for pavement structure

I I I J

Placed riprap, method A, class 3

Placed riprap, method A, class 3

I.

CROSS SECTION VIEW

6'

SECTION A-A

Existing ground

DRAINAGE FLUME

At 3422+58

8'

_ [ _ �x:ting ground

SECTION 8-8

Bridge Approach Slab

Guardrail

NO SCALE

STATE PROJECT SHEET

NUMBER

AK OOT 135(6)

Placed riprap, method A, class 3

Aggregate base

PLAN VIEW

NOTE:

1. Excavate to place riprap so that the top of flume sides are at finished grade. Install flume perpendicular to slope contours.

2. Shape the channel to proper grade and cross-section as shown with no abrupt deviations. Extend the drain beyound the toe of the slope and place riprap.

DRAINAGE

FLUME DETAILS

H.2

(X)

Dia.

or Span

Dia.

PLAN VIEW

CULVERT WITH STANDARD

END SECTION

Original ground

Geotextile

SECTION A-A

Dia.

or Span

L

PLAN VIEW

CULVERT WITHOUT STANDARD

END SECTION

Original ground

Geotextile

SECTION 8-8

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

L

E

PLAN VIEW

CULVERT WITH STANDARD

END SECTION

SECTION C-C

L

E

PLAN VIEW

CULVERT WITHOUT STANDARD

END SECTION

Match existing ditch slope

Geotextile

Original ground

_ . L .

m:v-Trm � li

SECTION 0-0

OUTLET WITHOUT DITCH

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

FOR INFORMATION ONLY

CULVERT APRON APRON ESTIMATED ESTIMATED

SIZE RIPAP LENGTH DEPTH RIPRAP GEOTEXTILE

D CLASS L H QUANTITY QUANTITY

(INCHES) (FEET) (INCHES) (CUYD) (SQYD)

12 2 4 18 1.0 5 18 2 6 18 2.2 9

WITH 24 2 8 18 3.9 13

END 30 3 12.5 24 10.8 27

SECTION 36 3 15 24 15.6 37

42 4 21 30 34.0 63 48 4 24 30 44.4 78 12 2 6 18 1.7 7 18 2 8 18 3.2 12

WITHOUT 24 2 10 18 5.2 17

END 30 3 14.5 24 13.2 32

SECTION 36 3 17 24 18.5 42

42 4 23 30 38.7 70 48 4 26 30 49.8 86

OUTLET WITH DITCH

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

WITH

END

SECTION

WITHOUT

END

SECTION

Original ground

CULVERT

SIZE

D

(INCHES)

Geotextile

FOR INFORMATION ONLY

RIPAP

CLASS

4D

APRON APRON

LENGTH DEPTH

L H

(FEET) (INCHES)

4 18 6 18 8 18

12.5 24 15 24 21 30 24 30 6 18 8 18 10 18

14.5 24 17 24 23 30 26 30

Sloped 1 V: 2H or flatter

IL__f

.s; C l [ Flowline

SECTION E-E

ESTIMATED

RIPRAP

QUANTITY

(CUYD)

0.9 2.0 3.6 9.3 13.3 27.2 35.6 1.3 2.7 4.4 10.7 15.1 29.8 38.5

ESTIMATED

GEOTEXTILE

QUANTITY

(SQYD)

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

NO SCALE

STATE PROJECT

AK OOT 135(6)

NOTE:

1. Use for aprons serving culverts with slopes less than 10%.

2. Furnish separation and stabilization geotextile.

3. Do not measure riprap placement excavation for payment.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLACED RIPRAP AT

CULVERT OUTLETS

SHEET

NUMBER

H.3

DETAIL APPROVED FOR USE --/---- DETAIL

REVISED: 8/2016 W251-1

c..

a, N

STATE PROJECT SHEET

NUMBER

METAL ROUND PIPE CULVERT AK OOT 135(6) H.4

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM NOTE:

PIPE 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 1. When directed, camber pipe culverts upward SIZE MINIMUM METAL THICKNESS (INCH/GAGE) SIZE MINIMUM METAL THICKNESS (INCH/GAGE) from a chord through the inlet and outlet

DIAMETER COVER 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16…