Plans_glac01042.pdf

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M SECTION N

STONE

MASONRY

(SPILLWAY)

REPAIR

MASONRY

WALL

REPAIRS

JACKSON

CREEK

CULVERT

REPAIRS

STOCKPILE

RELOCATION

SIYEH

BEND

DRAINAGE

VISTA

CLEARING

TURNOUTS

ST. MARY

PED BRIDGE

AND LOGAN

PASS GATES

GUARDRAIL

SYSTEM SBLG,

REMOVABLE

RAIL

LOGAN

PASS

TRANSIT

SHELTER

TEMPORARY

TRAFFIC

CONTROL

SUN POINT

HANDRAIL

ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 85 5 90

A0140 20302-0700 REMOVAL OF FENCE (LOG RAIL) LNFT 528 528

A0160 20302-1500 REMOVAL OF MASONRY GUARDWALL

(AND SALVAGE) LNFT 50 5 55

A0180 20302-1500 REMOVAL OF MASONRY GUARDWALL

(FOOTING) LNFT 98 5 103

A0200 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 35 5 45 10 95

A0220 20820-0000 DEWATERING (AND BYPASS

PUMPING) LPSM All ALL

A0240 25125-0000 BOULDER EACH 29 1 30

A0260 25126-0000 REMOVE AND RESET BOULDER EACH 3 2 5

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 12 3 15

A0300 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE (PATH, 2-INCH

DEPTH, TAN) TON 28 2 30

A0320 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE (PATH, 2-INCH

DEPTH, RED) TON 11 2 13

A0340 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 6 2 8

A0360 55706-2000 STRUCTURAL TIMBER AND LUMBER,

TREATED (ST. MARY PEDESTRIAN

BRIDGE) LPSM All ALL

A0380 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 65 5 70

A0400 60711-0000 REPAIRING DRAINAGE STRUCTURE

(JACKSON CREEK CULVERT) LPSM All ALL

A0420 60901-5000 CURB, STONE, TYPE 2, 8-INCH

DEPTH LNFT 20 5 25

A0440 61701-4450 GUARDRAIL SYSTEM SBLG,

REMOVABLE RAIL LNFT 98 12 110

A0460 61901-0000 FENCE (LOG RAIL) LNFT 369 11 380

A0480 61902-0900 GATE, METAL (REMOVABLE) EACH 2 2

MileStone: 100% Date Completed: In Progress Report Date: 08/23/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities

STATE PROJECT

B.1PRA GLAC 10(42)MT

SHEET

NUMBER

NPS PMIS No. 244456 & 239062 NPS Drwg. No. 117/156502

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M SECTION N

STONE

MASONRY

(SPILLWAY)

REPAIR

MASONRY

WALL

REPAIRS

JACKSON

CREEK

CULVERT

REPAIRS

STOCKPILE

RELOCATION

SIYEH

BEND

DRAINAGE

VISTA

CLEARING

TURNOUTS

ST. MARY

PED BRIDGE

AND LOGAN

PASS GATES

GUARDRAIL

SYSTEM SBLG,

REMOVABLE

RAIL

LOGAN

PASS

TRANSIT

SHELTER

TEMPORARY

TRAFFIC

CONTROL

SUN POINT

HANDRAIL

ALLOWANCE

Bid

Schedule

A0500 62002-0000 STONE MASONRY (SPILLWAY

REPAIR AND REPOINT) SQYD 338 37 375

A0520 62002-0000 STONE MASONRY (SPILLWAY

REPOINT) SQYD 619 31 650

A0540 62010-0000 STONE MASONRY (UNDERPINNING) LNFT 60 5 65

A0560 62013-2000 STONE MASONRY WALL (REPAIR) SQYD 37 8 45

A0580 62031-0000 REPOINT STONE MASONRY SQFT 1,470 130 1,600

A0600 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 120 160 20 30 330

A0620 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 120 20 15 155

A0640 62201-2050 ROLLER HOUR 80 5 85

A0660 62201-2100 COMPACTOR HOUR 20 5 25

A0680 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 80 5 85

A0700 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 120 5 10 135

A0720 62201-3650 CHIPPER HOUR 160 10 170

A0740 62201-3750 CHAIN SAW HOUR 480 20 500

A0760 62201-3800 PICKUP TRUCK, 1 TON (WITH

PRESSURE WASHER AND 100 FOOT

WATER LINE) HOUR 100 10 110

A0780 62301-0000 GENERAL LABOR HOUR 80 480 80 80 720

A0800 63304-0900 SIGNS, ALUMINUM PANELS, TYPE

3 SHEETING SQFT 58 58

A0820 63318-1000 SNOW POLE HOLDER EACH 4 1 5

A0840 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 10 5 15

A0860 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 20 5 25

A0880 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 20 5 25

A0900 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 105 10 115

A0920 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 105 10 115

A0940 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 50 5 55

MileStone: 100% Date Completed: In Progress Report Date: 08/23/19

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.2PRA GLAC 10(42)MT

SHEET

NUMBER

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M SECTION N

STONE

MASONRY

(SPILLWAY)

REPAIR

MASONRY

WALL

REPAIRS

JACKSON

CREEK

CULVERT

REPAIRS

STOCKPILE

RELOCATION

SIYEH

BEND

DRAINAGE

VISTA

CLEARING

TURNOUTS

ST. MARY

PED BRIDGE

AND LOGAN

PASS GATES

GUARDRAIL

SYSTEM SBLG,

REMOVABLE

RAIL

LOGAN

PASS

TRANSIT

SHELTER

TEMPORARY

TRAFFIC

CONTROL

SUN POINT

HANDRAIL

ALLOWANCE

Bid

Schedule

A0960 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 945 55 1,000

A0980 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 120 10 130

A1000 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 7,200 100 7,300

A1020 64604-1000 FIXTURE, HANDRAIL LNFT 10 10

A1040 64605-0000 FIXTURE (TRANSIT SHELTER) LPSM All ALL

MileStone: 100% Date Completed: In Progress Report Date: 08/23/19

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or

Determinatio n of

Estimated Quantity

STATE PROJECT

B.3PRA GLAC 10(42)MT

SHEET

NUMBER

NO SCALE

CULVERT REPAIRS

JACKSON CREEK

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c p w w o r k d g la c

E A .d g n

MT PRA GLAC 10(42)

P

M

S e p te m b e r

L a n g e

M a d a r

C h e c k e d b y

D e s ig n e d b y

(SYMMETRICAL ABOUT CL)

EXISTING BOX CULVERT PROFILE

Existing ground

Existing concrete box culvert

Existing Roadway Prism

LC

E = 909516.635

N= 1620101.214

EXISTING 4'X4' BOX CULVERT SECTION

5.

4.

3.

2.

1.

C le a r

#4 Bars at 12" O.C.

5 - #4 Bars

Top of existing eroded slab

Top of original slab be constructed

Top of slab to

Existing rebar

4'-0"

6" long #4 rebar at 2' O.C. 28 total culvert floor. Grout or epoxy (3)

Drill (3) 2" deep holes in existing

Top of original slab be constructed

Top of slab to

Top of existing eroded slab

NOTE:

and manufacturers recommendations.

apply a concrete bonding agent according to Section 601 against existing concrete, ensure that the surface is clean and calcium chloride. Use low alkali cement. Prior to pouring cast-in-place concrete. Do not use concrete additives containing minimum 28-day compressive strength of f’c=4,500 psi for all Provide concrete according to Section 601 with a to placing concrete.

Sandblast all surfaces clean of rust and vegetative matter prior

Perform all work under dry conditions.

Remove all loose material prior to pouring of concrete.

Field verify all culvert dimensions.

NPS Drwg. No. 117/156502

NPS PMIS No. 244456

27'-6"

35" C

MP

DI

24" CMP

C

CP

23101

NPS Drwg. No. 117/156502

NPS PMIS No. 244456

50 10002550

SCALE IN FEET

N

SIYEH BEND DRAINAGE

STANDARD UNDERDRAIN SYSTEM

6" compacted depth method 2, Roadway aggregate, ELEV 5845.70

ELEV 5839.58

NOTE:

approved by the CO.

Final location of the Standard Underdrain System to be Sawcut

2'1'2' computed distance by a mean combined factor of the two points.

ground, inverse the state plane coordinates and divide the

To precisely check distances between points as measured on the

VERTICAL DATUM : NAVD88 based on Geoid99

COORDINATE SYSTEM : SPCS NAD83; MONTANA 2500

PROJECT UNITS : INTERNATIONAL FEET

FOOTNOTE:

[1]

Boulders to be reset in original position as approved by the CO. See detail Sheet I.4

Varies 2.25' - 2.67'

2 to finished surface.

pavement. Ouside the existing paved surface place Roadway aggregate, method

Asphalt concrete pavement to match limits established by the existing[1] compacted depth

Asphalt concrete pavement, type 2, 3-inch

G.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d g la c

G B .d g n

MT PRA GLAC 10(42)

S e p te m b e r x x x

M a d x x x x x x x x x x

C h e c k e d b y

D e s ig n e d b y

Perforated Pipe

1' geotextile overlap

Existing contours

1.

Remove and reset boulders geotextile, class 1, type A

Separation-stabilization

Granular Backfill

2.

3.

4.

Control, Fiber Roll

Install Soil Erosion

E= 962692.4052

N= 1649416.9868

@-6%, invert = 5842.45

End 45 LNFT of Proposed 12" Outlet pipe

Existing ground = 5843.22

Outlet pipe @-6%, invert = 5845.15

Begin 45 LNFT of 12"

End 65 LNFT of Standard Underdrain System

Existing ground = 5848.57

12" Outlet Pipe @-6%, invert = 5844.76

Existing 24" invert = 5841.32

Existing ground = 5848.27

E= 962787.1185

N= 1649472.9279 invert = 5849.05

12" underdrain perforated pipe @-6%, Begin 65 LNFT of Standard Underdrain System

Existing ground = 5852.05

TURNOUTS

SUMMARY OF QUANTITIES

NOTE:

1. Final locations to be determined by the CO.

2.

at the direction of the CO. See Section 622 and 623.

Hours are approximate and may include other activities

I.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d g la c I B .d g n

MT PRA GLAC 10(42)

S e p te m b e r

L a n

M a d

C h e c k e d b y

D e s ig n e d b y

NO SCALE

6"

6" Bed course seiraV 6

2"

(GOVERNMENT FURNISHED STONE)

8-INCH DEPTH

CURB, STONE, TYPE 2,

AT EDGE OF ASPHALT PAVEMENT

TYPICAL SECTION

Bed course

12"

1" ground

Finished at edge of pavement

Install edge of rail pavement

Edge of post to fit dia. rail

Cut dap in m in

PLAN

2'-6"

Typical end

8"

12"

8"

Lap joint (typ.)

8' Post spacing diameter rail, 1" depth

Cut dap in post to fit

32"

ELEVATION

FENCE (LOG RAIL)

Finished edge of pavement grade

FOOTNOTE:

DETAILS

CURB, STONE, TYPE 2

FENCE (LOG RAIL) AND

Existing or relocated aggregate

V a r ie s

Center hardware, typical type 2, 8"depth

Curb, stone, [1]bolt w/nut and washer

" Allthread4

(path, 2-inch depth, tan)

Aggregate surface course countersunk area.

-inch dia. washer to fit4 3 countersunk area 2-inch dia. Provide 1

Countersink bolts attaching the rail to the post, with[1]

I.3

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c p w w o r k d g la c I C .d g n

MT PRA GLAC 10(42)

S e p te m b e r

L a n

M a d

C h e c k e d b y

D e s ig n e d b y

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

N St. Mary's River St. Mary's River

26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 29'-6"70'-0" 30'-0"

SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN 7 SPAN 8

Bridge length = 260'-6"

Begin bridge

L Pier 1CL CLL Pier 2 CLL Pier 3 CLL Pier 4 CLL Pier 5 CLL Pier 6 L Pier 7CL

Begin bridge

Profile grade

Timber rail (typ.)

Existing groundline abutment

Existing

Existing pier

Existing pier

Existing pier Existing pier

Existing pier Existing pier

Existing pier abutment

Existing

ELEVATION

PLAN

Timber approach rail (typ.)

PLAN AND ELEVATION

TYPICAL SECTION (SPAN 6)

TYPICAL SECTION (SPAN 1, 2, 3, 4, 5, 7, & 8)

5'-5" post (typ.)

6" x 6" Timber post (typ.)

6" x 6" Timber

4" x 6" Timber rail (typ.)

6'-0"

6'-0" deck (typ.)

3" x 12" Timber

AS SHOWN

Fix Fix Fix Fix

Fix Fix Fix FixExp.

Exp.Exp.Exp.

Exp.Exp.

Exp.

(Typ.)

" x 18" Glulam (Typ.)4 deck (typ.)

3" x 12" Timber

J.1

Scale = 1"=1'-0"

Scale = 1"=1'-0"

Scale = 1"=10'-0"

Scale = 1"=10'-0"

Glulam (Typ.)

"2 1" x 314

" Ø steel U-bolt2

C 6x10.5 C 6x10.5

"2 1L 3"x3"x

"2 1L 3"x3"x"2

1L 3"x3"x " Ø steel U-bolt2 abutment

L Concrete CL ty p ty p abutment

L timber crib CL

RG3160-A

Utility valve

110'-0"

6" Ø sewer line

(abandoned)

4" Ø utility

(abandoned)

4" Ø utility rope (typ.)

" Ø wire 4

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

MT

GLACIER NATIONAL PARK

5B. OLTMANNS. LOFTUS

PRA GLAC 10 (42)

S. LOFTUS A. FISHER

ST. MARY PEDESTRIAN BRIDGE

NPS Drwg. No. 117/156502 NPS PMIS No. 239062

SEPTEMBER 2019

D e fa u lt p w w o r k d J .1 M

T P

R A G

L A

C

P

E .D

G N

A

S e p te m b e r

GENERAL NOTES

NO SCALE

DRAWING TITLE

DRAWING INDEX

SHEET NO.

N

J.2

SITE PLAN

existing trail

Access only from

Existing bridge

Site 12 Site 14

Abutment 1

Abutment 2

Existing trail

Gate Details

Miscellaneous Details 2

Miscellaneous Details 1

Girder Details

General Notes

Plan and Elevation

J.6

J.5

J.4

J.3

J.2

J.1

RG3160-B

TIMBER:

STRUCTURAL STEEL:

DESIGN LOADS:

CONSTRUCTION SPECIFICATIONS:

DESIGN SPECIFICATIONS:

parking lot staging area

St. Mary's Visitor's Center

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLACIER NATIONAL PARK

5B. OLTMANNS. LOFTUS

PRA GLAC 10 (42)

S. LOFTUS A. FISHER

ST. MARY PEDESTRIAN BRIDGE

NPS Drwg. No. 117/156502 NPS PMIS No. 239062

SEPTEMBER 2019

e fa p w w o r k d J .2 M

T P

R A G

L A

C

G

N .D

G N water sources.

Perform all field cuts, bores, and treatment of timber members upland away from accordance with AWPA Specification M4.

Treat all field cuts and bores with 2% solution of copper naphthenate (CuN) in issues by the facility conducting treatment application.

per cubic foor conforming to use category UC3B. Certification of treatment is to be conforming to AWPA P8, P9, and P36 to a minimum net retention of 0.04 pounds glueing, with copper naphthenate (CuN) in Type C carrier (mineral spirits) prior to pressure treatments. Treat Douglas Fir (DF) glued-laminated material, after

Make all dimensional cuts and holes in Doulas Fir (DF) glued-laminated material conducting treatment application.

conformance to these best management practices is to be issued by the facility

Forest Products Lab, Madison, WI (Publications FPL-GTR-122). Certification of the Effect of Preservative Treated Wood in Sensitive Environments published by the

Sensitive Environments. Follow recommendations contained in Guide for Minimizing

Best Management Practices for the Use of Treated Wood in Aquatic and Other

Conform all preservative treating to the Western Wood Preservers Insitute (WWPI)

Furnish preservative treatment conforming to AWPA specification T1-10 and U1-10.

Douglas Fir Glulam (24F-1.8E)

AASHTO LRFD Design Specifications and as specified below:

Furnish glulaminated timber with minimum resistance values in accordance with the conforming to UC3B.

(AWPA) P8, P9, and P36 to a minimum net retention of 0.04 pounds per cubic foot

Type C carrier (mineral spirits) conforming to American Wood Preservers Association

Treat Douglas fir perservative pressure treated with copper napthenate (CuN) in

Douglas Fir (DF) rails, posts, and decking: #1 or better.

Account for field variations when ordering material lengths.

Field verify all span lengths, elevations, and dimensions prior to start of work.

" Ø unless noted.8 1Oversize bolt holes in timber members

Timber sizes given are nominal unless noted otherwise.

A123.

Hot dip galvanize all other hardware and fabrications according to ASTM A153 and

Furnish bolts, nuts, and washers in accordance with ASTM F2329/F2329M.

Furnish nuts and washers conforming to ASTM A563.

dimensionsal requirements of ANSI/ASME B18.21.

Furnish bolts and lag screws conforming to ASTM A307 Grade A and meeting

Welding Code.

Perform all welding for steel components according to ANSI/AWS D1.1 Structural

Provide structural steel shapes and plates conforming to ASTM A36 or better.

Steel: 490 PCF

Timber: 50 PCF

Dead Load:

Snow: 65 PSF

Pedestrian: 90 PSF

Live Load:

Projects, FP-14

Standard Specification for Construction of Roads and Bridges on Federal Highway

Association, 2018 Edition

National Design Specification for Wood Construction, American Forest and Paper

Edition, with 2015 Interims

AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges, 2nd

AASHTO LRFD Bridge Design Specification, 8th Edition, 2017

S e p te m b e r

GENERAL NOTES:

12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 8'-0" 12'-3" 14'-0" 14'-0"Diaphragm spacing

B

Existing utility

CL L Pier 2CL L Pier 3CL L Pier 4CL L Pier 5CL L Pier 6CL L Pier 7CL L Pier 8CL CLL Abut. 2L Abut. 1

B e a m s p a

B e a m s p a

B e a m s p a

L BeamCL

GLULAM BEAM SCHEDULE

SPAN NO.

NO. BEAMS

WIDTH DEPTH

"4

"4

"4

"4

"4

"4

"4

"4

18"

18"

18"

18"

18"

18"

18"

LENGTH

"2 125'-11

"2 125'-11

"2 125'-11

"2 125'-11

"2 129'-11

REMARKS

"2 131 Beam curved 800' radius

"2 1Beam tapered 18" to 31

"2 1Beam tapered 18" to 31

CAMBER

"4

"8

"8

"4

"4

"4

"4 anchor bolt hole

Grout fill existing

"4 1" or 144

3" bearing pad

" Elastomeric 2

Existing pier cap

(See Note 3)

1'-0"

"2 fix brg.)

1" Ø hole (typ. @

"4 32 "2

16 "4

Glulam beam (typ.)

"4 exp. brg.)

1" Ø hole slotted (typ. @

"8 136""8

33 "4

PIER BEARING ELEVATION DETAIL

Glulam beam (typ.)

" Ø Anchor bolt4

3AS SHOWN

GIRDER DETAILS

BEARING DETAIL

ABUTMENT BEARING ELEVATION DETAIL

1'-0"

Glulam beam (typ.)

"4

See Note 5

1" Ø slotted hole

GIRDER FRAMING PLAN

Diaphragm ADiaphragm BDiaphragm A

16'-9" 2 spa. @ 17'-6" = 35'-0" 16'-9"

(Typical at all brg.)

J.3

Scale = 1"=10'-0"

Scale = 2"=1'-0"

Scale = 2"=1'-0"

Scale = 2"=1'-0"

Existing abutment cap

2"±

"2

1'-6" (typ)

14'-3" 14'-3"

9" (typ.)

"4 11'-7

L pierCL

"2 1L10"x10"x

(Abut. 2 shown)

5"

L abut.CL

"2 169'-11

25'-11"

29'-5"

Beam end

"2 16 "2 ty p

" Ø Anchor bolt (typ.)4 filled with epoxy (typ.)

" Ø Drilled hole 4

ITEM UNIT QUANTITY

FOR INFORMATION ONLY

(Substructure)

Concrete

SQFT 2

RG3160-C

4'-3" post connections and bearing angles.

7. If necessary, shift diaphragms no more than 1'-0" to avoid rail

".2

16. Furnish lamination thickness of 1

5. Provide a 1" Ø hole for fixed bearing at Abutment 1.

timber glulam beams.

4. Prior to applying timber treatment, drill anchor bolt holes for all continuous bearing surface.

3. Provide 9" timber blocking at Pier 6 and Pier 7 to provide a non-shrink grout.

2. Cut off or fill existing anchor bolt holes using high strength approval of concrete repair work.

repair work at bearing locations. Provide summary to the CO for

1. Prior to work, verify actual condition and dimensions of concrete

Notes:

"2 1L 10"x10"x

L10"x10"x1 2"

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLACIER NATIONAL PARK

5B. OLTMANNS. LOFTUS

PRA GLAC 10 (42)

S. LOFTUS A. FISHER

ST. MARY PEDESTRIAN BRIDGE

NPS Drwg. No. 117/156502 NPS PMIS No. 239062

SEPTEMBER 2019

D e fa p w w o r k d J .3 M

T P

R A G

L A

C

G

I R

D E

R L

A Y

O U

T .D

G N

A u g u s t

2" (t yp

(t y p

"2

2"

Top of timber deck

Timber post (typ.)

10x10 Timber post

Existing groundline

5'-0"

Timber rail

Timber rail

Existing timber bulkhead

" Ø hole8

" Steel plate4

7"

"4 11 "2

14 "4

" Steel plate4

"4 11 "4

11"2

7"

" Ø hole8

DIAPHRAGM CONNECTION A

DIAPHRAGM CONNECTION B

BRIDGE END HANDRAIL DETAIL

DIAPHRAGM A

DIAPHRAGM B

AS SHOWN

"4

5'-0" (typ.)

beam (typ.)

Glulam

1" Ø bolt (typ.)

V a r ie s

J.4

C6x10.5

C6x10.5

"2 1L3"x3"x

"2 1L3"x3"x

"2 1L3"x3"x

"2 1L3"x3"x

"4

Scale = 5"=1'-0"

Scale = 5"=1'-0"

Scale = 2":1'-0"

Scale = 1"=1'-0"

Scale = 2"=1'-0"

Scale = 2"=1'-0"

" Ø bolt (typ.)2

" Ø bolt (typ.)2

"2

"2

C6x10.5

See "Diaphragm Connection A" Detail (typ.)

Detail (typ.)

Connection B"

See "Diaphragm

Detail (typ.)

Connection B"

See "Diaphragm abutment

Existing

"8 73'-6"8

75'-m in plate, and bolt details turnbuckle, anchor

See sheet J.5 for

1L3x3x

TYPICAL POST DETAIL

MISCELLANEOUS DETAILS 1(Abutment 1 shown) pipe sleeve (typ.)

" Ø hole w/ PVC 8

RG3160-D

1'-5" (typ.) " (typ.)2 11'-6

Scale = 1"=1'-0"

ANCHOR POST DETAIL

TYPICAL INTERMEDIATE

1L4x4x2

1L4x4x

Glulam beam (typ.)

Top of timber deck quarter points.

3. Provide intermeditate rail anchor post connections at timber posts.

2. Provide PVC pipe sleeves at all steel cable connections through

" Ø bolts to connect diaphragms to glulam beams.2

11. Use

Notes:

anchor (typ.)

Wire rope rail anchorages

Galvanized wire rope

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLACIER NATIONAL PARK

5B. OLTMANNS. LOFTUS

PRA GLAC 10 (42)

S. LOFTUS A. FISHER

ST. MARY PEDESTRIAN BRIDGE

NPS Drwg. No. 117/156502 NPS PMIS No. 239062

SEPTEMBER 2019

" Ø carriage bolt2

6x6 Timber post

4x6 Timber rail

Inside face of rail

HANDRAIL CONNECTION DETAIL

Scale = 1"=1'-0"

D e fa p w w o r k d J .4 M

T P

R A G

L A

C

M

I S

C .D

G N

S e p te m b e r

5AS SHOWN

J.5

Depth of concrete repair concrete Face of existing

Existing reinforcement rebar allows.

depth of sides where Under cut all

CONCRETE REPAIR DETAIL

Scale = 1"=1'-0"

Scale = 1"=2'-0"

TYPICAL TURNBUCKLE DETAIL

UTILITY CONNECTION DETAIL

Scale = 2"=1'-0"

Scale = 1"=1'-0"

Scale = 1"=1'-0"

Match existing

(Determine in field)

"4

"8 14"8

C6x10.5

" U-Bolt2

Existing utility s p a p a

TYPICAL BEARING RAIL POST

p a p a p a p a

Scale = 5"=1'-0"

(Illustrative purposes only)

1L4x4x

1L4x4x

6" x 6" Timber post

1L4x4x

Turnbuckle with 1 jaw and 1 eye (typ.)

L UtilityCL

L Glulam beam (typ.)CL

(typ.)

L Pier CL

" #10 galvanized screws (typ.)2

Scale = 2"=1'-0"

TYPICAL DECK ATTACHMENT LAYOUT AT PIERS

3" x 12" timber deck (typ.)

MISCELLANEOUS DETAILS 2

RAIL ANCHOR CONNECTION PLAN VIEW

Scale = 3"=1'-0"

A A

CC

B

B

Timber post

6" x 6"

1L4x4x

SECTION A-A

Scale = 1"=1'-0"

SECTION B-B SECTION C-C

Scale = 1"=1'-0" p a p a plate

Steel

" 4

"8

"2

2"

(See Note 5)

" Steel plate4

RG3160-E

connections.

steel plate at intermediate rail anchorage 2

15. Provide a L4x4x available in the turnbuckle

4. Install steel cable to 400lbs tension leaving a takeup of 6"

3. Provide rail post splices at a no more than every 3 rail posts.

repair area as approved by the CO.

2. Cut a square or rectangular perimeter around the designated to reinforcing steel.

reinforcement without incurring any damage concrete or to a depth of at least 1'' clear of existing

1. Remove loose and deteriorated concrete to sound

Notes:

6'-0"2'-0"

6" (typ.)

Glulam beam

F ie ld v e r if y

Diaphragm A (typ.)

3" (typ.)

6" (typ.)

UTILITY ACCESS PANEL L Pier 4CL

Scale = 1"=2'-0"

UTILITY CONNECTION ELEVATION

9"

" #10 galvanized screws (typ.)2

" #10 Galvanized screws (typ.)2

" carriage bolt2

(typ.)8 3L7x4x

(typ.)8 3L7x4x

Diaphragm A (typ.)

Glulam beam (typ.)

2'-3" Timber deck

(abandoned)

4" Ø utility

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLACIER NATIONAL PARK

5B. OLTMANNS. LOFTUS

PRA GLAC 10 (42)

S. LOFTUS A. FISHER

ST. MARY PEDESTRIAN BRIDGE

NPS Drwg. No. 117/156502 NPS PMIS No. 239062

SEPTEMBER 2019

D e fa p w w o r k d J .5 M

T P

R A G

L A

C

M

I S

C .D

G N

S e p te m b e r

S T O P

GATE DETAILS

BASE PLATE

" = 1'-0"2

1Scale:

8" Ø Hole

HSS14.00x0.625

"4

1'-6" Square

"2

(Typ.)

" Ø bolt2 1for 1

"Ø Hole16

(Typ.)

" R8

C RoadwayL

" = 1'-0"4 1Scale:

HSS5.00x0.313

" Ø Bent rod4

Cotter pin lock

"16

" = 1'-0"4 1Scale:

VIEW C-C

C

C

HSS5.00x0.313

" Ø Bent rod4

Cotter pin lock

" = 1'-0"4 1Scale:

"2

B

B

SECTION B-B

Detail B

DETAIL B

HSS5.00x0.500

"16 5to pipe welds

Typ. all pipe

"16

2'-6" material

6" Bedding

(Typ.)

with nut and 2 washers

" Heavy hex bolt 2

"8

Typ.

"2

" P4

L

Detail A

" = 1'-0"2 1Scale:

DETAIL A

Cotter pin lock

HSS5.00x0.500

HSS10.00x0.625

Scale: 2" = 1'-0"

2 Spa. @ 2'-8" = 5'-4"

POST

Scale: 1" = 1'-0"

HSS5.00x0.500

"HSS14.00x0.625 (8 per post)

" Stiffener4 1"x2

1"x12

"2

HSS14.00x0.625

HSS5.00x0.188

" = 1'-0"2 1Scale:

TOP PLATE

HSS4.50x0.237

"4 17 "2

110 "4

" P8

L

" = 1'-0"2 1Scale:

4'-2"

D D

VIEW D-D

"16

" = 1'-0"2 1Scale:

HSS4.50x0.237

" P8

L

6"

BOTTOM PLATE

ELEVATION

"2

" = 1'-0"2 1Scale:

VIEW E-E

E E

"4

HSS14.00x0.625

Notes:

Minor concrete

A A

SECTION A-A

#5 Hoops @ 9"

(8 per post)

#5 Bar evenly spaced

H o o p s

" bolt2 1for

Drill and tap holes

(See detail)

" Base plate4

J.6

AS SHOWN

Scale: 2" = 1'-0"

(Typ.)

(both sides)

Install OM2-2V

(Both sides)

Install R1-1

42"

REF-1

3" C

"4

3" C

"4

4" C

"4

"4

Scale: 1" = 1'-0"

(Typ.)

OM-3L (back)

Install OM-3R (front)

(Both sides)

Install Ref-1

(Typ., both sides)

Reflectorized band

2" x 12"

"16

Typ.

" Ø Bent rod4

Chain with lock

"16

HSS4.00x0.313

3'-8" ground

Existing

(Typ.)

Stiffener

HSS4.00x0.313

3'-2"

Offset (Typ.)

Roadway, approx. 22'

(Typ.)

HSS14.00x0.625 end to lay flush on roadway

Determine leg length in field. Bevel

HSS4.00x0.313

3" hinge plate

End

HSS4.00x0.313

"4

"4

HSS12.750x0.375

"2 11'-8

"16

(See detail)

" Bottom plate8

" lock bolt2 1for

Drill and tap holes

" lock bolt2

" Ø Hole for16 flush on roadway

Bevel end to lay

HSS5.00x0.188

9"

Scale: 2" = 1'-0"

14'-9"

LOCK POST

ground

Existing

Typ.

"16

1'-0" concrete

Minor

HSS4.50x0.188 nut and 2 washers

" lock bolt with 2

D e te r m in e in f ie ld

HSS4.00x0.313

HSS5.00x0.500

Scale: 1" = 1'-0"

OPEN GATE PLAN

Typ.

be up at all other times.

removal operations. Leg can down for support during snow

Retractable gate legs must be

Min. 3"

Min. 4'-0"

Lock post

(See Note 5)

" Cap plate8 sliding off post.

Provide depression or tack welds on cap plate to prevent gate arm from5.

signs as directed by the CO.

Highway Signs", current edition. Install additional bracing to support

Conform all letters, numerals, and symbols with the "Standard4.

N 1648415.09, E 950981.58. Final locations to be determined by the CO.

Gate 1 located at N 1648597.51, E 950344.47. Gate 2 located at3.

ASTM F436. Galvanize all hardware according to ASTM A153.

nuts conforming to ASTM A563 and washers conforming to

Provide bolts conforming to ASTM F3125, Grade A325, Type 1, 2.

plates conforming to ASTM A36.

Provide HSS shapes conforming to ASTM A500, Grade B. Provide1.

(See detail)

" Top plate8

Chain with lock

" Ø Bent rod4

Determine in field

14'-3"

NPS PMIS No. 239062 NPS Drwg. No. GLAC 117 156502

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLACIER NATIONAL PARK

1B. OLTMANNA. FISHERA. FISHER

PRA GLAC 10 (42)

GOING-TO-THE-SUN ROAD

SEPTEMBER 2019

ROAD CLOSED

NO PARKING

IN FRONT OF GATE

ROAD CLOSED

NO PARKING

IN FRONT OF GATE

D e fa p w w o r k d J .6 M

T P

R A G

L A

C

G

A T

E .D

G N

A u g u s t

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456

NPS DRWG. NO. GLAC 117 156502

/1

/2

:3 :4

A

M C

U s e rs

\p e te rr \D o c u m e n ts

\1

L o g a n P a s s S h e lt e r-

R p e te rr

JN

JM

V .r v t

L.4PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

PERSPECTIVE VIEW

PERSPECTIVE VIEW

LIST OF ABBREVIATIONS − SHEETS L.4 TO L.7

& AND

@ AT

CONT. CONTINUOUS

HM HOLLOW METAL

HSS HOLLOW STRUCTURAL SECTION

O/ OVER

SIM SIMILAR

T.O. TOP OF

W/ WITH

A A

B B

L.7

L.7

L.6

L.6 4

L.6

L.62

C C

24'-0"

3'-0" 6'-0" 6'-0" 6'-0" 3'-0"

4' -6

2' -3

2'

-3

A

B C B

A

7 7

A A

B B

L.7

L.7

C C

26'-4"

7' -1

0"

1 2

A A

B B

3 4 5 6

C C

8 7

11 3

ANNOTATION CALLOUT LEGEND

KEYNOTE 9

GRID LINE NUMBER

WINDOW TYPE

A

EXTERIOR ELEVATION

L6

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456

NPS DRWG. NO. GLAC 117 156502

/1

/2

:3 :4

A

M C

U s e rs

\p e te rr \D o c u m e n ts

\1

L o g a n P a s s S h e lt e r-

R p e te rr

JN

JM

V .r v t

L.5PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

FLOOR PLAN

1/4" = 1'-0"L.5

1 T.O. SW @ PIER 12

1/4" = 1'-0"L.5

2 ROOF PLAN

KEYNOTES - PLANS

1 3" CEDAR EAVE/RAKE TRIM - PAINTED

2 CEDAR SHAKES, STAINED

3 CEDAR SHAKE RIDGE CAP, STAINED

4 TOP OF BEAM EXTENSION BELOW

5 CONCRETE SLAB, PER CIVIL

6 3" CEDAR WALL PANEL - STAINED

7 HOLLOW METAL FRAME W/TEMPERED, LAMINATED GLAZING - PAINTED

8 HSS COLUMN, TYPICAL PER STRUCTURAL - PAINTED

9 OPEN

10 RELOCATED WOOD BENCHES

11 3" CEDAR TONGUE & GROOVE ROOF DECKING - STAINED

12 NOT USED

13 HSS BEAM ABOVE PER STRUCTURAL - PAINTED

N

N

1/4" = 1'-0"L.5

3 FIRST FLOOR REFLECTED CEILING PLAN

N

T.O. SW @ PIER 12

6650.99

T.O. BEAM 1

6659.66

ABC

9' -1

/8

A

T.O. BEAM 2

6660.41

T.O. SW @ PIER 12

6650.99

T.O. BEAM 1

6659.66

L.7

67 8

9' -1

/8

B C B

T.O. BEAM 2

6660.41

TYPICAL

2'-0"

T.O. SW @ PIER 12

6650.99

T.O. BEAM 1

6659.66

1 2

L.7 3 4 5 6

67 8

B C B

T.O. BEAM 2

6660.41

T.O. SW @ PIER 12

6650.99

T.O. BEAM 1

6659.66

A B C

5A

T.O. BEAM 2

6660.41

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456

NPS DRWG. NO. GLAC 117 156502

/1

/2

:3 :4

A

M C

U s e rs

\p e te rr \D o c u m e n ts

\1

L o g a n P a s s S h e lt e r-

R p e te rr

JN

JM

V .r v t

L.6PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

ELEVATIONS

1/4" = 1'-0"L.6

2 EAST BUILDING ELEVATION

1/4" = 1'-0"L.6

1 NORTH BUILDING ELEVATION

1/4" = 1'-0"L.6

3 SOUTH BUILDING ELEVATION

1/4" = 1'-0"L.6

4 WEST BUILDING ELEVATION

KEYNOTES

1 STEEL COLUMN, PAINTED, TYPICAL

2 HOLLOW METAL FRAME, PAINTED

3 TEMPERED LAMINATED GLAZING

4 STEEL BEAM, PAINTED, TYPICAL

5 3" CEDAR RAKE TRIM, PAINTED

6 BIRDSMOUTH CUT @ BEAM END TYP.

7 CEDAR SHAKES, STAINED

8 CEDAR SHAKE RIDGE CAP, STAINED

9 3" TONGUE & GROOVE CEDAR PANEL, STAINED

10 METAL ANGLE FRAME, TYPICAL - PAINTED

11 PREFINISHED METAL DRIP EDGE

12 OPEN

T.O. SW @ PIER 12

6650.99

T.O. BEAM 1

6659.66

A B C

7' -4

1'

-4

1"

1'-6"

7'-10"

1'-6"

T.O. BEAM 2

6660.41

L.7

L.7

6' -8

1'-11"

2' -1

0"

L.7

L.7

L.7

SIM

SIM

TL

TL

2'-8"

6' -8

2' -1

0"

L.7

L.7

L.7

SIM

SIM

TL

TL

6' -8

5'-8"

2' -1

0"

2'-10" 2'-10"

L.7

L.7

L.7

SIM

SIM

TL

TL

TL

TL

CEDAR SHINGLES, STAINED

SELF-ADHERED ICE DAM LAYER

CONTINUOUS O/ ENTIRE ROOF

SURFACE O/ 1/2" PLYWOOD

SHEATHING

PREFINISHED METAL DRIP EDGE

3" TONGUE & GROOVE

CEDAR DECKING PER

STRUCTURAL

3" CEDAR FASCIA AS

SHOWN - PAINTED

120°

3" 6"

1"

6" WOOD SCREWS AS

REQUIRED @ 8" ON CENTER -

COUNTERSINK AND FILL

2"

1 1/2"

3" x 6" TONGUE & GROOVE CEDAR PANEL - STAINED

HSS COLUMN BEYOND TYPICAL - PAINTED

HSS PER STRUCTURAL - PAINTED

3" X 3" X 1/4" GALVANIZED BENT

PLATE - PAINTED - WELD CONT. TO

HSS

1/2" GALVANIZED THREADED ROD -

CENTER @ EACH CEDAR STILE - WELD TO

BENT PLATE

COUNTERSINK NUT AS REQUIRED W/ CEDAR PLUG

NOTE: OMIT ROD/ANCHORAGE

AND PLUG AT JAMB DETAIL

1/2" TEMPERED LAMINATED GLAZING PANEL

SEALANT/TAPE AS REQUIRED

GLAZING STOP PER FRAME MANUFACTURER

2" X 4" GALVANIZED HOLLOW METAL FRAME - PAINTED

SEALANT CONTINUOUS @ FRAME PERIMETER, EACH SIDE

HSS PER STRUCTURAL - PAINTED

HSS COLUMN BEYOND TYPICAL - PAINTED

FRAME ANCHOR PER FRAME MANUFACTURER

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456

NPS DRWG. NO. GLAC 117 156502

/1

/2

:3 :4

A

M C

U s e rs

\p e te rr \D o c u m e n ts

\1

L o g a n P a s s S h e lt e r-

R p e te rr

JN

JM

V .r v t

L.7PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

SECTION

1/2" = 1'-0"L.7

1 BUILDING SECTION 1 WINDOW TYPE A WINDOW TYPE B WINDOW TYPE C

2" X 4" HM FRAME 2" X 4" HM FRAME 2" X 4" HM FRAME

TL = TEMPERED LAMINATED GLAZING

1 1/2" = 1'-0"L.7

2 EAVE DETAIL (RAKE SIM)

1 1/2" = 1'-0"L.7

3 SILL DETAIL @ CEDAR WALL

JAMB, SILL SIM. 1 1/2" = 1'-0"L.7

4 SILL DETAIL @ GLAZING

JAMB, HEAD SIM.

TL = TEMPERED LAMINATED GLAZING TL = TEMPERED LAMINATED GLAZING

SYMBOLS LEGEND

S4.1

SECTION CUT W/ VIEW AND PAGE NUMBER

REVISION CLOUD W/ REVISION NUMBER TAG

CL

PL

CENTER LINE

PLATE

1 GRID LINE BUBBLE

ELEVATION CALLOUT

X-X

X-X-X f'c specified compressive strength of concrete, psi fy minimum specified yield strength of reinforcing steel, psi psf pounds per square foot used for loads on building or reactions as from soil on footings psi pounds per square inch used for stress or strength of concrete and reinforcing bars kip 1000 pounds ksi kips per square inch

APPROX Approximate ARCH Architect COL Column CONN. Connect, connection CONT. Continue, continuous CTR Center CTRD Centered DIM. Dimension DIST. Distance DWG Drawing EA Each EF Each face EL, ELEV. Elevation EQ Equal E.S. Each side E.W. Each way FDN, FNDN Foundation FT Feet, foot Gr. Grade

H, HOR,

HORIZ, HZ Horizontal HDG Hot-Dip Galvanized HSS Hollow Structural Section IN Inch, inches L Angle MANUF. Manufacturer MAX. Maximum MIN. Minimum N.T.S. Not to scale o.c. On center PJP Partial joint penetration PLCS Places PROJ. Projection REINF. Reinforce, reinforcing SCHED. Schedule STRUCT Structural, structures T Top T&B Top and bottom T&G Tongue-and-Groove TC, TOC Top of concrete TF, TOF Top of footing THRD Threaded TO Top of T.O.S. Top of steel TYP. Typical UNO, UON Unless noted otherwise V, VERT, VT Vertical w/ With w/IN Within WWF Welded wire fabric

ABBREVIATIONS - SHEETS L.8 TO L.13

& And @ At ø Diameter

(E) "Weld size" per American Welding Society standard for prequalified welded joints

GENERAL

1. PRIMARY STRUCTURAL ELEMENTS AND OVERALL STRUCTURAL LAYOUT ARE

LOCATED ON SHEETS L.8 THROUGH L.13. SOME SECONDARY ELEMENTS,

ARCHITECTURAL LAYOUTS, ELEVATIONS, AND SLOPES ARE LOCATED ON

SHEETS L.5 THROUGH L.7. DETAILING AND SHOP DRAWING PRODUCTION

FOR THE STRUCTURAL ELEMENTS WILL REQUIRE INFORMATION (INCLUDING

DIMENSIONS) CONTAINED ON SHEETS L.5 THROUGH L.7.

BASIS OF DESIGN

1. GOVERNING CODES:

A. INTERNATIONAL BUILDING CODE (IBC), 2012 ed. (HEREINAFTER REFERRED

TO AS "CODE", INCLUDING THE CODE'S REFERENCE STANDARDS).

B. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER

STRUCTURES.

2. RISK CATEGORY: I [ ], II [ X ], III [ ], IV [ ]

3. DEAD LOADS:

A. ROOF: 12 PSF

4. ROOF LIVE LOADS:

A. UNIFORM: 20PSF (ORDINARY, NON-OCCUPIABLE)

B. CONCENTRATED: 300LBS

5. SNOW LOAD DATA:

• GROUND SNOW LOAD, Pg = 400 PSF

PER MONTANA GROUND SNOW LOAD FINDER

• FLAT-ROOF SNOW LOAD, Pf = 400 PSF

WIND LOAD DATA:

• ULTIMATE DESIGN WIND SPEED, Vult (3-SEC GUST) = 115 MPH

• WIND EXPOSURE: A [ ], B [ ], C [ X ], D [ ]

• INTERNAL PRESSURE COEFFICIENT, GCpi = ±0.18

6. GEOTECHNICAL DATA:

A. SOURCE: A GEOTECHNICAL INVESTIGATION AND REPORT WAS NOT

COMPLETED FOR THIS PROJECT. GEOTECHNICAL INFORMATION BASED ON

HISTORICAL DATA WAS PROVIDED BY EVAN GARICH (FHWA

GEOTECHNICAL ENGINEER)

B. SUBSURFACE CLASS OF MATERIALS: GRAVEL & BEDROCK

C. SOIL BEARING PRESSURE (ASD): 4,000 PSF

D. COEFFICIENT OF FRICTION: 0.45

E. EQUIVALENT FLUID PRESSURE:

1. PASSIVE CASE: 260 PSF/FT

CAST-IN-PLACE

1. CONSTRUCT FOUNDATIONS ACCORDING TO SECTION 601 OF THE FP-14.

FURNISH CONCRETE WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH

f'c = 4500 PSI.

2. CONSTRUCT SIDEWALK ACCORDING TO SECTION 615 OF THE FP-14.

STRUCTURAL STEEL FRAMING

1. MATERIALS:

A. HOT-DIP GALVANIZE ALL VERTICAL ELEMENTS AND ALL FASTENERS,

INCLUDING ANCHOR BOLTS.

B. STRUCTURAL TUBING

a. HSS -RECTANGULAR & SQUARE SHAPES: ASTM A500, Gr. B, fY= 46ksi

C. PLATES - ASTM A36, U.N.O.

D. BARS - ASTM A36, U.N.O.

E. BOLTS, WASHERS AND NUTS

a. BOLTS: ASTM A325N, TYPE 1

b. NUTS: ASTM A563

c. WASHERS: ASTM F436

F. ANCHOR RODS AND THREADED RODS

a. ANCHOR RODS: ASTM F1554, Gr. 36 U.N.O.

b. THREADED RODS: ASTM A36, U.N.O.

G. CONSUMABLES FOR WELDING

a. ELECTRODES: E-70 XX U.N.O.

H. GROUT - HIGH STRENGTH, NON-SHRINK, NON-METALLIC CONFORMING

TO ASTM C1107. MINIMUM 7,000 PSI STRENGTH AT 28 DAYS.

ROUGH CARPENTRY

1. COMPLY WITH THE STANDARDS SPECIFIED IN THE AMERICAN WOOD

COUNCIL'S (AWC), "NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD

CONSTRUCTION - 2015" FOR ROUGH CARPENTRY CONSTRUCTION AND

MATERIALS.

2. DIMENSION LUMBER FRAMING - AS GRADED BY WCLIB OR WWPA:

A. DECKING: WESTERN CEDAR SELECT(ED) DECKING OR SELECT DEX

B. NAILERS: WESTERN CEDAR No.2

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456 NPS Drwg. No. GLAC 117 156502

/1

/2

:1 :4

P

M C

U s e rs

\e s w a n s o n \D o c u m e n ts

\1 .0

-G

T S R R

O A D

L O

G A N

P A S S B

U S T

R A N

S

IT

S H

E L T E R S T R U

C T R V T E S w a n s o n .r v t

L.8PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

/0

/2

/0

GENERAL STRUCTURAL NOTES

09/13/2019

1 2 3 4 5 6

B

C

24' - 0"

3' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0"

H

S S x4 x3 /1

H S

S

X

X ⅛

H S

S

X

X ⅛

HSS8X4X⅛ HSS8X4X⅛ HSS8X4X⅛ HSS8X4X⅛ HSS8X4X⅛

H S

S

X

X ⅛

H S

S

X

X ⅛

S x4 x3 /1

S x4 x3

S x4 x⅜

H S S x4 x3

S x4 x⅜

S x4 x½

S 4x4x½

H S S 4x4x⅜

H S

4x4x⅜

P2.5

P1.3

P1.3

P1.0P1.0P1.0P1.0

P1.3

P1.3

P2.5

L.12

TYP.

L.11

L.11

TYP.

SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE, 4" THICKNESS OVER

6" COMPACTED BEDDING MATERIAL,

REINF. W/ 4x4-W2.9xW2.9 CTRD

FOUNDATION PLAN NOTES:

1. GROUND LEVEL CONSISTS OF: CONCRETE SLAB-ON-GRADE (THICKNESS PER PLAN)

OVER 6" COMPACTED BEDDING MATERIAL. TOP OF SLAB ELEVATION = 6650.99 AT GRID

INTERSECTION 6/A.

2. SEE L.8 FOR GENERAL STRUCTURAL NOTES.

3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED.

4. CENTER OF COLUMNS LOCATED AT GRIDLINE INTERSECTIONS, U.N.O. ON PLAN.

CONCRETE PIER SCHEDULE

MARK DIAMETER

P1.0 1'-0"

P1.3

P2.5

1'-4"

2'-6"

CLOSED TIE

SIZE

#3

#3

#3

NOTES:

1. SEE "CONCRETE PIER & FOOTING DETAIL" ON SHEET L.11 FOR

CONCRETE PIER DETAILING REQUIREMENTS.

VERT. REINF.

(4) #4

(5) #4

(8) #6

CLOSED TIE

SPACING

10"

10"

16"

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456 NPS Drwg. No. GLAC 117 156502

/1

/2

:1 :4

P

M C

U s e rs

\e s w a n s o n \D o c u m e n ts

\1 .0

-G

T S R R

O A D

L O

G A N

P A S S B

U S T

R A N

S

IT

S H

E L T E R S T R U

C T R V T E S w a n s o n .r v t

L.9PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

/0

/2

/0

FOUNDATION PLAN

3/8" = 1'-0"

FOUNDATION PLAN

AXONOMETRIC VIEW

1 2 3 4 5 6

B

C

HSS8X4X½

HSS8X4X½

HSS8X4X⅜

H S

S

X

X ⅜

H S

S

X

X ½

H S

S

X

X ⅜

H S

S

X

X ½

24' - 0"

3' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0"

L.12

L.12

L.13

L.12

L.13

TYP. (6)

PLCS

L.12 TYP. (4)

PLCS

L.12

L.12

L.12

L.12

L.12

TYPICAL ROOFING:

3x6 T&G WESTERN CEDAR SELECT

DECKING (ACTUAL THICKNESS =

2½"), CONT. RIDGE-TO-EAVE. SEE

DETAIL 3/L.13 FOR ROOF DECKING

FASTENING REQUIREMENTS

RIDGE

EL= 6659.66

T.O.S.

EL= 6659.66

T.O.S.

EL= 6660.41

T.O.S.

1. ROOF SYSTEM CONSISTS OF: T&G DECKING (SEE PLAN FOR THICKNESS AND TYPE)

OVER STEEL FRAMING PER PLAN.

2. SEE L.8 FOR GENERAL STRUCTURAL NOTES.

3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND SLOPES NOT INDICATED.

4. CENTER OF COLUMNS LOCATED AT GRIDLINE INTERSECTIONS, U.N.O. ON PLAN.

ROOF FRAMING PLAN NOTES:

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456 NPS Drwg. No. GLAC 117 156502

/1

/2

:1 :4

P

M C

U s e rs

\e s w a n s o n \D o c u m e n ts

\1 .0

-G

T S R R

O A D

L O

G A N

P A S S B

U S T

R A N

S

IT

S H

E L T E R S T R U

C T R V T E S w a n s o n .r v t

L.10PRA GLAC 10(42)

T

JH

M T M

/0

/2

/0

ROOF FRAMING PLAN

3/8" = 1'-0"

ROOF FRAMING PLAN

COLUMN, PIER, &

FOOTING, U.N.O.

STEEL COLUMN PER PLAN

UNDISTURBED NATIVE SUBGRADE OR

COMPACTED STRUCTURAL FILL PER

GEOTECHNICAL RECOMMENDATIONS (IF

BEDROCK IS ENCOUNTERED WITHIN 4FT

OF FIN. GRADE, SEE "ATTACHMENT TO

BEDROCK" VIEW BELOW)

COLUMN BASE AND

ANCHOR BOLTS PER

BASE SCHED.

CL

PL

PL

CONCRETE PIER, SIZE

& REINF PER PLAN

SLAB PER PLAN

E Q

E Q

#3 CLOSED TIES, SPACED PER PLAN

F T

M I N

P E

R S

C H

E D

S P

A C

E D

S

M A

X

½

M

IN

#3x10"ø CLOSED TIE, CTR IN DEPTH OF SLAB

EL= 6650.20

T.O. PIER

STEEL COL. BASE PLATE SCHEDULE

MARK BASE

TYPE

DIM.

'W'

DIM.

'L'

THICKNESS

BP-1 A 8" 8" ¾"

TYPE A

L

W

CL

COL. & BASE

U.N.O.

PL

¾

M

I N

P

R O

J

½

M

I N

M

A X

COL. PER PLAN (HDG)

HIGH-STRENGTH,

NON-SHRINK GROUT

HEX NUT

MIN 2" x ¼" THICK

WASHER,

T&B OF HDG BASE .

LEVELING NUTS

D E

P T

H

E M

B E

D M

E N

T

TOP OF

CONCRETE

HDG HEADED

ANCHOR BOLTS

PL

NOTES:

1. ALL BASE PLATE MATERIAL A36, U.N.O.

2. ALL ANCHOR BOLTS ¾" Ø, U.N.O.

3. ALL ANCHOR BOLT HOLES TO BE 1 5/16" Ø, U.N.O.

4. WASHERS MAY BE CIRCULAR OR SQUARE.

5. PROVIDE 3/16" FILLET WELD "ALL AROUND" AT BASE

OF HSS.

PL

T Y

P

M

I N

BEDROCK, WHERE ENCOUNTERED

w/IN 4FT OF FIN. SURFACE

DRILL 1½"ø HOLES & GROUT VERTS INTO BEDROCK w/ SINGLE RESIN

POLYESTER GROUT ACCORDING TO

SUBSECTION 725.13(d). DRILL &

INSTALL PER MANUF. WRITTEN

INSTALLATION INSTRUCTIONS.

ATTACHMENT TO BEDROCK

N.T.S.

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456 NPS Drwg. No. GLAC 117 156502

/1

/2

:1 :4

P

M C

U s e rs

\e s w a n s o n \D o c u m e n ts

\1 .0

-G

T S R R

O A D

L O

G A N

P A S S B

U S T

R A N

S

IT

S H

E L T E R S T R U

C T R V T E S w a n s o n .r v t

L.11PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

/0

/2

/0

FOUNDATION DETAILS

1" = 1'-0"

CONCRETE PIER & FOOTING

1 1/2" = 1'-0"

STEEL COLUMN BASE PLATE SCHEDULE AND

DETAILS

#10x4½" WAFER-HEAD

WOOD SCREW, CTR IN

WIDTH OF EA. DECKING

PLANK, PROVIDE 1"

MIN. EDGE DIST. TO

EDGE OF NAILER

ROOF BEAM

PER PLAN

T&G LUMBER

DECKING

PER PLAN

½

3½"

BEVELED CONT. 4x

CEDAR NAILER, CTR ON

WIDTH OF BEAM

½"øx2" THRD WELD STUD @ 18"o.c., COUNTERSINK NUT &

WASHER INTO NAILER

AS SHOWN

T&G LUMBER

DECKING PER PLAN

B #10x4½" WAFER-HEAD

WOOD SCREW, CTR IN

WIDTH OF EA. DECKING

PLANK, PROVIDE 1" MIN.

EDGE DIST. TO EDGE OF

NAILER

BEVELED CONT. 4x

CEDAR NAILER, CTR ON

WIDTH OF BEAM

½"øx2" THRD WELD STUD @ 18"o.c., COUNTERSINK NUT &

WASHER INTO NAILER

AS SHOWN

½

DECKING & CONN.,

SEE DETAIL 1/L.12

ROOF BEAM

PER PLAN

(E)

PJP

H S S x

HSS8x4

(E)

PJP

CUT "CHEVRON" SHAPE INTO

END OF HSS BEAM, CAP W/ 3/16"

BENT PLATE & WELD WATER-

TIGHT ALONG ALL EDGES

90.0°

E Q

E Q

DECKING & CONN.,

SEE DETAIL 1/L.12

BEAM PER PLAN

3/16 2"

COLUMN PER PLAN

3/16" CAP , WELD WATER

TIGHT ALONG ALL EDGES

PL

1/8" CAP , WELD WATER

TIGHT ALONG ALL EDGES

3/16 3"

PL

LOW BEAM PER PLAN

(E.S. OF COL.)

COLUMN PER PLAN

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456 NPS Drwg. No. GLAC 117 156502

/1

/2

:1 :4

P

M C

U s e rs

\e s w a n s o n \D o c u m e n ts

\1 .0

-G

T S R R

O A D

L O

G A N

P A S S B

U S T

R A N

S

IT

S H

E L T E R S T R U

C T R V T E S w a n s o n .r v t

L.12PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

/0

/2

/0

FRAMING DETAILS

3" = 1'-0"

HSS CONNECTION TO ROOF

3" = 1'-0"

RIDGE CONNECTION DETAIL

3" = 1'-0"

CORNER FRAME CONNECTION @ TOP

3" = 1'-0"

BEAM END DETAIL

3" = 1'-0"

TYPICAL FRAME CONNECTION @ TOP

3" = 1'-0"

FRAME CONNECTION @ BOTTOM

DECKING & CONN.,

SEE DETAIL 1/L.12

B

(E)

PJP

(E)

PJP

5/16 1¾"

3/16" CAP , WELD

WATER TIGHT

ALONG ALL EDGES

PL

1½" MAX.

1" MIN.

NOTE:

DETAIL APPLIES AT ALL ROOF DECKING.

8" HDG SPIKE @ 30" o.c. MAX., w/

END SPIKES LOCATED WITHIN 10"

FROM END OF EACH PLANK (3-

SPIKES MIN. EACH PLANK)

PRE-DRILL HOLE APPROX. SAME

AS SPIKE DIAMETER

3x6 ROOF DECKING PER PLAN

STATE PROJECT

SHEET

NUMBER

D e s ig n e d b y

C h e c k e d b y

MT

NPS PMIS No. 244456 NPS Drwg. No. GLAC 117 156502

/1

/2

:1 :4

P

M C

U s e rs

\e s w a n s o n \D o c u m e n ts

\1 .0

-G

T S R R

O A D

L O

G A N

P A S S B

U S T

R A N

S

IT

S H

E L T E R S T R U

C T R V T E S w a n s o n .r v t

L.13PRA GLAC 10(42)

D e s ig n e r

C h e c k e r

/0

/2

/0

FRAMING DETAILS

3" = 1'-0"

RIDGE CONNECTION @ COLUMN DETAIL

3" = 1'-0"

3x6 ROOF DECKING FASTENING

El. (gravel path)=4588.43

E=983130.60

N=1639521.86

El. (gravel path)=4588.37

E=983126.68

N=1639517.63

El. (gravel path)=4593.90

E=983143.73

N=1639522.10

El. (gravel path)=4594.00

E=983151.23

N=1639522.24

El. (top of step)=4586.86

El. (sidewalk)=4586.41

E=983126.98

N=1639512.46

A

A

N

PLAN VIEW

SECTION A-A

NO SCALE

Existing sidewalk

4'-6"

11'-6" gravel path Existing gravel path Existing ty p ty p

" 1

(dia.)

6" handrail post foundation

Poured concrete

Existing stone step

[1]

FOOTNOTE:

Install fixture, handrail

SUN POINT HANDRAIL

Install fixture, handrail

Final handrail post location and spacing to be approved by CO.[2]

Damaged Existing Handrail

Damaged Existing Handrail

Existing gravel path

DETAIL

FIXTURE, HANDRAIL POST FOUNDATION

Fixture, Handrail Post by CO.

For illustrative purposes only. Final foundation to be approved[1]

Field verify radius and match existing material.[4]

[4]

[4]

[4]

[2] [3]

[4] [2] [3]

Handrail post

Fixture, handrail

Handrail post

Handrail post is incidental to the Fixture, Handrail pay item.[3]

N.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d g la c

N B .d g n

MT PRA GLAC 10(42)

S e p te m b e r

L a n

M a d

C h e c k e d b y

D e s ig n e d b y