A002_MT_PARK_2013(1)_Part3.pdf

PDF 7 MB Posted Jan 23, 2015

Attached to: MT PARK 2013(1) Gardiner Gateway, Phase I Federal contract opportunity
Solicitation number: DTFH70-14-R-00010
Issued by: Department of Transportation Federal Highway Administration

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A002 Part 3

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Other files for this federal contract opportunity

Other files attached to MT PARK 2013(1) Gardiner Gateway, Phase I, newest first.
File	Type	Posted
A003_Gardiner.pdf	PDF	Feb 3, 2015
A002_MT_PARK_2013(1)_Part2.pdf	PDF	Jan 23, 2015
A002_MT_PARK_2013(1)_Part1.pdf	PDF	Jan 23, 2015
AMENDMENT_A001_Gardiner.pdf	PDF	Jan 7, 2015
Plan_Request_for_Internet_Gardiner.pdf	PDF	Dec 22, 2014
Physical_Data_Request_Form_Gardiner.pdf	PDF	Dec 22, 2014
RFP_Gardiner_.pdf	PDF	Dec 22, 2014
http //www.wfl.fhwa.dot.gov/contracting/construction/plans/gardiner/	—	Dec 22, 2014
Plans_1_of_3_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Plans_3_of_3_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Prelims_Transmittal_Letter_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Plans_2_of_3_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Project_Description_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014

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NO SCALE

DETAIL

YA SIDEWALK HANDRAIL

DETAIL A

Welded joint

Standard fence post

2.5"

" Hex bolts4

" Metal footing2

57"Existing fence Existing fence

See Detail A

HANDRAIL DETAIL

FOOTNOTE:

Indicates fillet weld.

1 1

Revised by Amendment A002

57"

See Detail A

HANDRAIL DETAIL

H.11

STATE PROJECT

NUMBER

SHEET

PARK 2013(1)

J a n u a r y

S S u r ft

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

R J o h n s o n

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

NOTE:

NATIONAL

PARK

SERVICE

Department of the Interior

3'-5"

Sign board

Peeled log beam

Arrowhead support signboard Wooden spacers

Blocking

YELLOWSTONE

NATIONAL

PARK

SIGN DETAILS

PARK

YELLOWSTONE NATIONAL

FRONT ELEVATION

SIDE ELEVATION

PLAN VIEW

6""4 35'-1"4

35'-1"2

11'-6"

12'-0"

Conserve and reuse existing hardware

Conserve and reuse all existing hardware.

Confirm final location of sign with CO.

asphalt sidewalk

Proposed Proposed asphalt sidewalk

H.22

STATE PROJECT

NUMBER

J a n u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a tw .d g n

R J o h n s o

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Sheet Added by Amendment A002

10.4 x 16 20301 -1200

20301 -1400

20301 -1900

20310 -1000

20701 -1300

25101 -1000

25101 -3000

25101 -4000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60202 -0500

60401 -0000

60401 -1000

60401 -3000

60403 -0000

60405 -0000

60420 -0000

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

D W

O V A L

O F

O V A L

O F

C U

G P

W O

R K G

-B

A C

R A P, C

S S

(B as al t)

A C

R A P, C

S S

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

M A N

H O

(d ry w el l, D ia

M A N

H O

0" D ia

M A N

H O

8" D ia

M A N

H O

0" D ia

T (t yp e

M A N

H O

(6 0"

D ia

O U

U C

R E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

A llo w ab le P ip e

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

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH Lt Rt Yellowstone North Entrance 395+22 68 2 398+36 76 2 1 2 TWO trash racks 398+36 to 400+03 168 398+70 46 2 Install 12"x24" connection 398+95 1 399+73 46 2 Install 12"x24" connection 400+03 48 1 2 Plug culverts/bury ends 400+03 to 401+11 111 W Park St 400+20 2 2 400+70 10 1 Install 12" x 24" connection 401+11 1 401+11 to 401+98 76 401+37 1 401+72 1 1 401+98 1 401+98 to 402+09 7 402+09 1 402+09 to 402+20 7 402+20 1 402+20 to 402+97 82 402+97 1

405+63 RT 7

406+00 RT 7

406+37 RT 7

406+45 to 407+00 1 407+00 1

407+20 RT 7

409+24 RT 7

409+84 RT 7

395+22 68 2 398+36 76 1 2 DI Two Trash racks 398+36 to 400+03 168

CUMULATIVE TOTAL 0 1 4 3 0 0 42 0 0 0 0 0 274 395 76 0 0 0 0 1 2 9 0 0 0 2 2

Allowable Pipe Material

NOTE: A Aluminum

1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. C Concrete

Revised by Amendment A002 GS Galvanized steel P Plastic (blank) Any appropriate material DI Ductile Iron

PAY ITEM NUMBER

Yellowstone North Entrance

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE A & B)

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

STATE PROJECT

I.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-J an -2

P M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PARK 2013(1)MT

2 2

2 2 2

-1200

20301 -1400

20301 -1900

20310 -1000

20701 -1300

25101 -1000

25101 -3000

25101 -4000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60202 -0500

60401 -0000

60401 -1000

60401 -3000

60403 -0000

60405 -0000

60420 -0000

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

D W

O V A L

O F

O V A L

O F

C U

G P

W O

R K G

A C

R A P, C

S al t)

A C

R A P, C

S S

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

M A N

H w el l, D ia

M A N

H O

0" D ia

M A N

H O

8" D ia

M A N

H O

0" D ia

T (t yp e

M A N

H O

(6 0"

D ia

O U

U C

R E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

A llo w ab le P ip e

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

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH Lt Rt

PREVIOUS 1 4 3 42 274 395 76 1 2 9 2 2

398+70 46 2 Install 12"x24" connection 398+95 413+21 to 413+75 106 2 413+63 1 413+64 1 413+65 1 413+75 43 2 413+75 to 414+25 50 414+64 1 38 1 2

601+40 LT 7

200+65 46 1 200+65 to 200+74 21 200+67 to 201+56 1 200+74 1 200+74 to 201+16 69 200+95 1 1 201+16 1 201+16 to 201+67 53 201+16 to 201+32 30 201+32 1 201+67 1 201+67 to 202+06 48 201+67 to 202+22 56 202+06 1 202+20 1 202+20 to 202+22 16 202+22 1 202+22 to 203+45 123 203+45 1

203+46 1 DI

203+45 to 203+46 16

CUMULATIVE TOTAL 0 1 8 5 1 0 56 46 0 0 0 0 621 395 398 0 0 0 0 2 6 14 6 0 0 2 3

Allowable Pipe Material

NOTE: A Aluminum

1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. Revised by Amendment A002 C Concrete

GS Galvanized steel P Plastic (blank) Any appropriate material DI Ductile Iron

Yellowstone Trail Road

PAY ITEM NUMBER

603+78 LT

Robert Reamer Ave.

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE A & B)

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

STATE PROJECT

I.2 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-J an -2

P M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PARK 2013(1)MT

2 2 2

22 2

2 2

2 22 2 2

2 2

-1200

20301 -1400

20301 -1900

20310 -1000

20701 -1300

25101 -1000

25101 -3000

25101 -4000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60202 -0500

60401 -0000

60401 -1000

60401 -3000

60403 -0000

60405 -0000

60420 -0000

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

D W

O V A L

O F

O V A L

O F

C U

G P

W O

R K G

A C

R A P, C

S al t)

A C

R A P, C

S S

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

M A N

H w el l, D ia

M A N

H O

0" D ia

M A N

H O

8" D ia

M A N

H O

0" D ia

T (t yp e

M A N

H O

(6 0"

D ia

O U

U C

R E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

A llo w ab le P ip e

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

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH Lt Rt

PREVIOUS 1 8 5 1 56 46 621 395 398 2 6 14 6 2 3

203+45 to 205+57 212 204+94 1 2 205+57 16 1 1 205+57 to 206+70 113 Main St.

54+19 7 54+10 to 55+45 457 250 16 457 251 Stone Street Infiltration 55+51 4 W. Main St.

12+99 1 13+03 to 13+15 18 13+10 8 1 13+10 to 13+21 10 13+15 1 13+15 to 13+23 10 13+21 1 13+23 1 Stone St.

5+03 to 7+51 258 7+51 1 7+51 to 7+65 14 7+65 1 7+65 to 9+30 166 9+30 1 9+30 to 10+13 83 10+13 1 10+13 to 10+62 54 10+62 1 11+04 1 11+24 1 11+44 1 49+85 1 49+85 to 51+15 129 DI 51+15 1

CUMULATIVE TOTAL 457 1 8 6 2 250 67 62 0 0 457 251 812 395 723 575 0 3 0 5 11 15 10 1 1 2 3 Allowable Pipe Material

NOTE: A Aluminum

GS Galvanized steel P Plastic (blank) Any appropriate material DI Ductile Iron

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE A & B)

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

STATE PROJECT

I.3 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-J an -2

P M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PARK 2013(1)MT

2 2 2

22 2

2 2 2

-1200

20301 -1400

20301 -1900

20310 -1000

20701 -1300

25101 -1000

25101 -3000

25101 -4000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60202 -0500

60401 -0000

60401 -1000

60401 -3000

60403 -0000

60405 -0000

60420 -0000

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

D W

O V A L

O F

O V A L

O F

C U

G P

W O

R K G

A C

R A P, C

S al t)

A C

R A P, C

S S

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

M A N

H w el l, D ia

M A N

H O

0" D ia

M A N

H O

8" D ia

M A N

H O

0" D ia

T (t yp e

M A N

H O

(6 0"

D ia

O U

U C

R E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

A llo w ab le P ip e

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

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH EACH SQYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH Lt Rt

PREVIOUS 1 8 6 2 250 67 62 457 251 812 395 723 575 3 5 11 15 10 1 1 2 3

51+15 to 51+70 67 52+04 to 52+52 1 59 2 52+14 1 Fourth St.

0+60 to 1+40 180 1 6 130 25 Fourth Street Outfall 0+84 to 1+80 95 With Animal Guard 0+99 to 1+35 38 1+25 1 1+80 1 1+80 to 2+77 98 2+77 1 2+77 to 3+14 37 3+14 1 3+14 to 4+33 119 4+33 1 4+33 to 4+96 63 4+96 1 Bypass Rd.

301+34 56 2 301+39 56 2 Swale 407+36 1 With infiltration basin 407+86 1 With infiltration basin 407+16 to 407+56 80 80 407+66 to 408+06 80 80

PROJECT TOTAL 340 2 8 7 4 250 73 62 130 25 617 251 938 507 723 987 38 5 3 7 13 15 10 1 1 6 3 Allowable Pipe Material

NOTE: A Aluminum

1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. C Concrete

Revised by Amendment A002 GS Galvanized steel P Plastic (blank) Any appropriate material DI Ductile Iron

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE A & B)

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

STATE PROJECT

I.4 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-J an -2

P M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PARK 2013(1)MT

2 2 2 2

2 222

2 2

2 2 2 2 2

2 2

DRAINAGE QUANTITIES

I.5

STATE PROJECT

J a n u a r y

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a e z h .d

L e

N e ig h o r

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A0022

P O

M A

T C

H L I N

394+00.00

CUYD

EXC.

CUYD

EMB.

398+00399+00400+00

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

5335 5335

5340 5340

397+00 396+00 395+00 394+00

0.0161 ft/ft

30" pipe

38 LNFT (LT)

0.0161 ft/ft

30" pipe

38 LNFT (RT)

0.0883 ft/ft

24" pipe

24 LNFT (RT)

0.0883 ft/ft

24" pipe

24 LNFT (LT) 0.0372 ft/ft

24" pipe

168 LNFT

Existing ground

0.0486 ft/ft

12" pipe

23 LNFT (x2)

0.0279 ft/ft

12" pipe

23 LNFT (x2)

B Y P A S S R

YELLOWSTONE NORTH ENTRANCE RD.

drain east to proposed culvert

Fill and grade existing ditch to see Sheet I.19 for details

Drainage swale, S

S H

EET

Remove existing pipe

B Y P

Y N

395+96.15 (YNE01) =

300+00.00 (BYP01)

30" Pipe inlet with headwall and trash rack

398+35.54, 38.00 RT

25.00 RT, Inlet

398+70.00,

25.00 RT, Inlet

399+72.74, 399+72.74, 25.00 LT, Inlet

Manhole, type 3 (48" Dia.)

400+03.22, 0.00 RT

Manhole, type 3 (60" Dia.)

398+35.54, 0.00 RT

and trash rack

30" Pipe inlet with headwall

398+35.54, 38.00 LT

398+70.00, 25.00 LT, Inlet

(PSW03)

(P R

O P D

C H

IE out (24" NW) = 5306.28

IE in (24" SW, NE, SE) = 5306.38

Rim elev. = 5312.28

Manhole, type 3 (48" Dia.)

400+03.22, 0.00 RT

IE = 5313.34

and trash rack

30" Pipe inlet with headwall

398+35.54, 38.00 RT

IE out (24" NW) = 5312.63

IE in (30" SW, NE) = 5312.73

Rim elev. = 5317.63

Manhole, type 3 (60" Dia.)

398+35.54, 0.00 RT

IE = 5313.34

and trash rack

30" Pipe inlet with headwall

398+35.54, 38.00 LT

IE out (12" SW, NE) = 5309.10

Rim elev. = 5312.60

Inlet (x2)

399+72.74, 25.00 RT/LT

IE out (12" SW, NE) = 5312.48

Rim elev. = 5315.98

Inlet (x2)

398+70.00, 19.00 RT/LT

0.0147 ft/ft

24" Culvert

68 LNFT

395+22.00

BEGIN PROJECT

Profile grade el a w S

IE = 5323.50

masonry headwall

24" Culvert inlet with stone

395+22.00, 40.00 LT

IE = 5322.50

masonry headwall

24" Culvert outlet with stone

395+22.00, 28.00 RT

I.7

STATE PROJECT

a n u a r y

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

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

Plug end of culvert

IE out (24" SW) = 5308.50

Rim elev. = 5311.50

Inlet IE 24" = 5308.50

400+03.22, 24.00 RT

Plug end of culvert

IE out (24" NE) = 5308.50

Rim elev. = 5311.50

Inlet IE 24" = 5308.50

400+03.22, 24.00 LT

Plug end of 24" culvert

400+03.22, 24.00 LT

Plug end of 24" culvert

400+03.22, 24.00 RT

Revised by Amendment A0022

M A T C

H L

S T A

CUYD

EXC.

CUYD

EMB.

402+00401+00400+00

5295 5295

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

403+00 404+00 405+00 406+00 407+00

North Boundary Yellowstone National Park

Existing ground

Profile grade

YELLOWSTONE

S T

M A

T C

H L I N

0.0358 ft/ft

24" pipe

111 LNFT

0.0207 ft/ft

12" pipe

76 LNFT

0.0171 ft/ft

12" pipe

7 LNFT

0.0229 ft/ft

12" pipe

7 LNFT

0.0746 ft/ft

12" pipe

82 LNFT

TRAIL

(By others)

New 8" water

(Abandoned)

Exist. 8" water

Remove existing inlet and pipe

Sta. 401+72

S E E S

H E E T I.1

SEE SHEET I.18

0.2800 ft/ft

12" Pipe

10 LNFT

406+11.74 (PSW03)

302+56.17 (BYP01)

30+00.00 (3RD02)

B Y P

P S

30+73.93 (3RD02) =

500+00.00 (W_PARK_LOT_02)

206+78.61 (YST01)

401+15.17 (PSW03) =

Y S

P S

402+20.42, 22.11 RT, Inlet

402+08.75, 22.57 RT, Inlet

401+97.81, 22.73 RT, Inlet

402+97.30, 25.90 LT, Inlet

400+69.97, 9.60 LT, Inlet

Manhole, type 3 (60" Dia.)

= 206+69.73, 5.00 RT

401+10.89, 9.11 LT

W. PARK ST. (PSW03)

R D S

R D

Removal of Headwall

IE out (30" SW) = 5301.81

IE in (24" SE) = 5302.31

IE in (12" NE) = 5302.81

Rim elev. = 5310.15

Manhole, type 1 (60" Dia.)

= Sta. 206+69.73, 5.00 RT

401+10.89, 9.11 LT

IE out (12" NE) = 5307.15

Rim elev. = 5310.65

Inlet

400+69.97, 9.60 LT

IE out (12" SW) = 5304.38

IE in (12" NE) = 5304.38

Rim elev. = 5307.58

Inlet

401+97.81, 22.73 RT

IE out (12" SW) = 5304.50

IE in (12" NE) = 5304.50

Rim elev. = 5307.50

Inlet

402+08.75, 22.57 RT

IE out (12" SW) = 5310.78

Rim elev. = 5313.78

Inlet

402+97.30, 25.90 LT

IE out (12" SW) = 5304.66

IE in (12" NE) = 5304.66

Rim elev. = 5307.66

Inlet

402+20.42, 22.11 RT

see Sheet I.34 for details

Drainage sidewalk dip, 405+63

Class 1 basalt riprap pad

16' x 10' x 1' Remove existing inlets and pipe

Sta. 400+20

Revised by Amendment A002

I.8

STATE PROJECT

a n u a r y

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

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

WVWV

SOW

Existing ground

See Sheets I.19 and I.20 for details

Drainage swale.

(W PARK LOT 2)

Remove existing inlet

407+00, 116' LT

Remove existing pipe

406+45 to 407+00, LT

(PROP D

ITCH04)

75'-3" 75'-6"

See Sheet I.34 for details

Drainage sidewalk dip.

407+20 RT

Swale

See Sheet I.34 for details

Drainage sidewalk dip.

410+40 LT

See Sheet I.19 for profile information

Profile grade (Swale).

Profile grade (W Park St)

See Sheet I.34 for details

Drainage sidewalk dip.

409+84 RT

See Sheet I.19 and I.24 for details

Drywell and infiltration swale.

See Sheet I.34 for details

Drainage sidewalk dip.

407+14, 407+89, 408+65 LT

and I.24 for details

Drywells. See Sheet I.19

Revised by Amendment A002

CUYD

EXC.

CUYD

EMB.

406+00

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

5335 5335

5340 5340

I.9

STATE PROJECT

a n u a r y

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

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

407+00 409+00 411+00410+00 408+00 412+00405+00

Class 1 basalt riprap pad

26.5' x 11' x 1'

MATCHLINE STA. 411+76

M A

T C

H L I N

E S

T A

H W

S E

E S

H E

E T I .1

605+35.96 (PSC03)

411+18.14 (PSW03) =

504+78.84 (W-PARK_LOT_02)

411+26.47 (PSW03) =

P S

W P

A R

L O

P S

W PARK ST (PSW03)

N D S

TUPTEM

WVWV

b p

N B

SOW

SO W

FP FP

CUYD

EXC.

CUYD

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

5335 5335

5340 5340

605+00 604+00 601+00602+00603+00 600+00

Existing ground

See Sheet I.24 for details

Drainage swale.

Profile grade (Robert Reamer Ave.)

See Sheet I.20 for profile information

Profile grade (Swale B).

ROBERT REAMER AVE.

(PSC03)

(PROP_DITCH04)Swale

See Sheet I.34 for details

Drainage sidewalk dip.

603+78 LT

P S

N D S

H W

E PARK ST

S T S

Revised by Amendment A002

I.11

STATE PROJECT

a n u a r y

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

d g n

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

SEE SHEET I.10

MATCHLIN

E S

TA. 6

01+

S E E S

H E E T I.9

411+18.14 (PSW03) =

605+35.96 (PSC03)

504+78.84 (W-PARK_LOT_02)

411+26.47 (PSW03) =

W P

A R

L O

P S

7+00

G b p

VIC

W S

D I

0.0025 ft/ft

36" pipe

83 LNFT

0.0270 ft/ft

36" pipe

54 LNFT

CUYD

EXC.

CUYD

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

9+00 10+00 11+00 12+008+007+006+00

0.0029 ft/ft

12" pipe

129 LNFT

STATE PROJECT

MATCHLINE STA. 6+80

Gardiner School

- pothole to verify)

(estimated depth

Exist. water0.0076 ft/ft

36" pipe

166 LNFT

Existing ground

0.0028 ft/ft

12" pipe

67 LNFT

Reconstruct sidewalk

I.16

IE = 5268.6

Exist. sanitary sewer to verify)

(Estimated depth - pothole

Exist. sanitary sewer lateral

12" Pipe

59 LNFT

MAIN ST

See Sheets I.21 thru I.23 for details

Stone Street infiltration basin.

Outlet Structure

Sta. 10+61.93 = 52+04 thru I.23 for details see Sheets I.21

Infiltration Basin, Stone Street

0.0025 ft/ft

36" pipe

258 LNFT

0.0029 ft/ft

36" Pipe

14 LNFT

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

Manhole, type 3 (60" Dia.)

7+50.54

Manhole, type 3 (60" Dia.)

7+64.68

Manhole, type 3 (60" Dia.)

9+30.31

Manhole, type 3 (60" Dia.)

10+12.93 = 51+70

IE out (12" NE) = 5270.43

IE in (12" W) = 5270.43

Rim elev. = 5274.50

Manhole, type 3 (48" Dia.)

10+56.70, 55.00 RT = 51+15

Manhole (drywell, 60" dia.)

11+04, 11+24, 11+44

(MAIN_N_S01)

IE out (36" E) = 5268.71

IE in (36" S) = 5268.72

Rim elev. = 5275.95

Manhole, type 3 (60" Dia.)

7+50.54

IE out (36" E) = 5268.76

IE in (36" S) = 5268.77

Rim elev. = 5275.95

Manhole

7+64.68

IE out (36" N) = 5270.03

IE in (36" S) = 5270.03

Rim elev. = 5276.73

Manhole, type 3 (60" Dia.)

9+30.31

IE out (36" N) = 5270.24

IE in (12" W) = 5270.24

IE in (36" SE) = 5270.34

Rim elev. = 5276.61

Manhole, type 3 (60" Dia.)

10+12.93

IE out (36" NW) = 5271.80

Outlet Structure

10+61.93

Rim elev. = 5273.7

Manhole (drywell, 60" dia.)

11+04, 11+24, 11+44

- pothole to verify)

(estimated depth

Relocate exist. water pipe segment place 5' min. length grout plug in downstream

Cut through existing 48" storm drain pipe, 52+14

SEE SHEET I.14

Plug existing pipe west

IE out (12" W) = 5275.06

Rim elev. = 5278.90

Connect to existing inlet

52+52

NOTE:

is permitted over the track surface.

No equipment or storage of materials

Do not disturb the existing track.

S T

O N

E S

Coordinate with school district per Section 622/623.

playground equipment

Remove and reset

Coordinate with school district per Section 622/623.

playground equipment

Remove and reset

Seal coat

Revised by Amendment A0022

J a n u a r y

Seal coat parking lot area as shown on plan.

No equipment or storage of materials shall be allowed on the school track surface.

layers, and any existing non-permeable layers or membranes.

parking lot must match or exceed existing parking lot conditions including base from construction activities within the School District property. Repairs to the

Repair any failures of the parking lot surface or subsurface integrity resulting

See Section 107.02.

Protect in-place the existing sprinkler systems within the limits of construction.

subsidiary to Section 602.

wood chips or similar soft material to minimum 10-inch depth. This work is

When playground equipment is reset, surface material to be replaced with condition to that prior to disturbance. This work is subsidiary to Section 602.

track, and playground equipment, shall be restored to an as good or better including, but not limited to, lawn, landscaping, asphalt, curb and gutter, field

Any areas disturbed within the Gardiner School District #7 and #4 property, N

IE (12" E) = 5270.80

plug and abandon existing pipe east

Connect to existing manhole

49+85

SHEET 2 OF 2

INFILTRATION BASIN

STONE STREET

I.22

STATE PROJECT

J a n u a r y

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

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Sheet I.33 for Typical Dry Well Details.1.

2 Revised by Amendment A002 ty p .)Basin top, 5278

DRY WELL DETAIL

10'-0"10'-0"

Place grout plug

5273.7

Elev

Grade to drain, 5%

Basin top, 5278

Finished grade

Existing grade

Bottom elev 5266.9 section

Perforated manhole

Flat top section

Riser ring

Rim Elev 5273.7 Median drain frame and grate

5273.7

Elev

10'-0"

Elev 5274

Grade to drain, 5%

Dry well

Transition to existing grade

33'-0" 20'-0"10'-5"

Rim elev 5273.7

Class 3 riprap

Dry well

IE 5271.8

outlet pipe

36" dia PVC

Existing grade

Ditch flowline, elev 5273.7

Rim elev 5274

Grate

Concrete outlet headwall

Finished grade

100-yr W.S. 5275.9

50-yr W.S. 5275.8 overtopping curb, 5274.8 elevation before

Maximum flood

25-yr W.S. 5275.6

10-yr W.S. 5275.4

16'-0"

19'-10"

River cobbles (backfill) backfill around dry well river cobbles

Minimum 1'

River cobbles (backfill)

River cobbles (backfill) backfill in dry well

No river cobble backfill around dry well river cobbles

Minimum 1' sewer pipe, IE 5269.6

Existing 12" Ø storm field verify

Existing 6" Ø water main, 3'-0" 10'

58'-9"

Existing 12" Ø storm sewer pipe

Existing grade Finished grade

Spillway crest, 5276.5 transition to existing grade grade to make smooth

Fill area with cobbles and

SECTION A-A

SECTION B-B

SECTION C-C

Basin bottom, 5266.0

Geotextile, type IV-B type IV-B

Geotextile, Select granular backfill

Select granular backfill

SHEET 1 OF 2

SEWER OUTFALL PLAN

FOURTH ST. STORM

FOOTNOTE:

See Sheet I.26 for details.1

I.25

STATE PROJECT

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a e t.

d g n

L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

2 Revised by Amendment A002 a n u a r y

SHED

STAIRS

GATE

SCALE IN FEET

2.5 0 52.5

24" x 35" arch cm p

:1 .5

1:1.5

:1 .5

IE = 5248.2

24" x 35" arch cmp culvert, 10'-8" sanitary cleanout

Install

Existing timber wall

Existing right of way waterway (2% slope)

Class 4 riprap existing rockery wall

Remove 15' of around new culvert

Reset grouted stone headwall culvert

Remove existing sewer manhole Existing sanitary

Discharge channel bottom edge

Transition to existing grade

Re-grade waterway to slope away from property line

36" Ductile Iron Pipe pipe cover, slope 2%, length 38' match existing inlet (5249.0) and

Install 24" x 35" arch cmp culvert, around new culvert

Reset grouted stone headwall sewer service lateral

Existing sanitary service lateral) sanitary facility (sewer

Remove and reset

16'

39'

4'-6" shed west wall Existing

Discharge apron limit

Place 3' diameter boulder, 4 loc.

Class 1 riprap, grade area to drain towards discharge channel

Swale bottom, 2% min. slope

Replace existing 8" VCP sanitary sewer, new cleanout tee to manhole, 22 L.F.

Install animal guard

IE = 5240.7

Sta. 0+84.31 outfall, L e o n

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

SHEET 2 OF 2

SEWER OUTFALL SECTIONS

FOURTH ST. STORM

Revised by Amendment A0022

I.26

STATE PROJECT

a n u a r y

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

36" Ductile iron pipe

El. 5249.9

100-year W.S. (47 cfs)

Existing boulders

Existing grade west side

Existing grade ditch center

Existing grade east side

Existing grade

Relocate sanitary service

Existing grade

Class 4 riprap

P r o p e r ty l in e

SECTION A-A

SECTION C-C

SECTION B-B

Remove existing shed

Match existing grade

El. 5248.5

Match existing grade

Replace exising culvert

Remove existing shed

Class 1 riprap

El. 5245.1 lE 5245.1

El. 5249.9

El. 5241.3

2'-0"

"4 111'-7

5'-0"

1.5

Discharge channel bottom

10'20'-6"15'-0"

1.5

West shed wall

El. 5240.1

Class 4 riprap

3'-0"

2'-0"

1.5

2'-0"

1.5

3'-0""4 33'-10

12"

"8 59'-2 m in

Varie s

12"

Place conserved fill

Var ies

1'-6" to 6'-7"

El. 5250.9

10'-2"

Place conserved fill

4'-0" bottom

Swale and driveway grade

Restore existing road

El. 5250.0

Shed footing, El. 5250.0

Shed footing, Discharge channel bottom, slope 2%, El. 5240.7 to 5240.1 arch cmp culvert

Install 24"x35" grade

Match existing sewer MH

Existing sanitary

Swale bottom, 2% slope

NOTE:

4'-0"

See Note 1

36" Ductile iron pipe, See Note 1 thickness. See Note 2 insulation board, 6" min.

Install polystyrene thickness. See Note 2 insulation board, 3" min.

Install polystyrene thickness. See Note 2 insulation board, 6" min.

Install polystyrene

6'-0"

Encase new sanitary sewer pipe and 8-LNFT of 36-inches ductile iron pipe in factory applied, rigid polyurethane foam, min.

2-inch thickness.

Length as needed between existing manhole and new cleanout, 22-LNFT.

augment existing stone with class 5 riprap away from property line, Re-grade waterway to slope

Replace existing 8" VCP sanitary sewer. See Note 2

Install animal guard

El. 5240.7

Outfall

Y Y

Pillar

Vegetated planter

402+93 LT & 403+75 LT

ACCESSIBILITY RAMP

NO SCALE

402+93 LT (PSW03) 403+75 LT (PSW03)

Install crosswalk, See Section M for locations and details

P240

P241

P242

P243 P245 P246

P247

P280

P281

P282

P283

P284

P285

P286

P287

P288

P289

Install detectable warning panel with truncated domes.

See Sheet K.2 for details

NOTE:

1. See Sheets K.3-7 for Accessibility Ramp Isometrics.

2. See Sheets K.8-9 for Accessibility Ramp Sections.

Install detectable warning panel with truncated domes.

See Sheet K.2 for detail

Riprap

Construct curb, stone, type 1, 18" depth.

See Sheet H.2 for details

Construct sidewalk, concrete, 4" depth.

See Sheet H.1 for details

See Sheet H.2 for details type 1, 18" depth.

Construct curb, stone, Construct curb, stone, type 1, 18" depth.

See Sheet H.2 for details

Construct curb, stone, type 1, 18" depth.

See Sheet H.2 for details

Construct curb, stone, type 1, 18" depth.

See Sheet H.2 for details

Construct curb, stone, type 1, 18" depth.

See Sheet H.2 for details

Construct curb, stone, type 1, 18" depth.

See Sheet H.2 for details

Construct sidewalk, concrete, 4" depth.

See Sheet H.1 for details

PARK ST (PSW03)PARK ST (PSW03)

Revised by Amendment A002

P244

K.17

STATE PROJECT

a n u a r y

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a k q q .d g n

R J o h n s o n

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

6 1:12

QUANTITIES

TRAFFIC CONTROL

TABULATION OF PERMANENT

FOOTNOTE:

M.3

STATE PROJECT

N o v e m b e r

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

M c

Q u is to n V

B r in k ly

C h e c k e d b y

D e s ig n e d b y

See Sheet M.15 for pavement marking symbols.

Section 634.05, only measure one coat for payment.

Quantities represent a single coat. Apply two coats per

Revised by Amendment A0022

TRAFFIC CONTROL

TABULATION OF PERMANENT

M.5

STATE PROJECT

N o v e m b e r

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

M c

Q u is to n V

B r in k ly

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

Symbol only, no border or background.

2 See Sheet M.15 for details.

2 Revised by Amendment A002

TABULATION OF

NOTE:

1) See Section 636 for utility contact information.

Revised by Amendment A0022

N.1

STATE PROJECT

a n u a r y

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

R J o h n s o n

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

G G G

MDT 870+98.68

415+84.29 =

END PROJECT

S T

M A

T C

H L I N

END PROJECT

23+00.00

25+00.00

HWY 89 (2nd St)

(PSW03)

414+16.68 (PSW03)=

23+97.68 (MAIN_E-W01)

El= 5311.74

E= 64629.92

N= 80361.08

El= 5303.25

E= 64526.15

N= 80534.66

El= 5312.04

E= 64429.92

N= 80359.95

W M a in S t

A I N

5 2

3 5

5 2

2 5

Hwy 89 (S 2nd St)

LIGHTING UTILTIY PLANS

N.5

STATE PROJECT

J a n u a r y

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

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A0022

Power pole

412+84, LT

LEGEND:

See Sheet N.9 for details

Install Junction Box

See Sheet N.8 for details

Install Luminaire (YTR Sidewalk Lighting)

See Sheets N.7-N.9 for details

Install Luminaire

Install 2-inch Conduit

See Sheet N.9 for details

Install Electrical Control Panel

N B

(EPS02)

E PARK ST

(PSC03)

602+53.31 (PSC03)=

99+99.11 (EPS02)

El= 5319.15

E= 64918.27

N= 80085.60

2 2 2 2

3 3

5 5

P S

R O

B E

R T R

E A

M E

R A

V E

E PARK ST

2 3

STA. 411+76

MATCHLINE

E PARK ST

LIGHTING UTILTIY PLANS

N.6

STATE PROJECT

J a n u a r y

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

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A0022

2Power source

END PROJECT

S E

E S

H E

E T N .3

411+18.14 (PSW02)=

605+35.96 (PSC03)

504+78.84 (W_PARK _LOT_02)=

411+26.36 (PSW03)

LEGEND:

See Sheet N.9 for details

Install Junction Box

See Sheet N.8 for details

Install Luminaire (YTR Sidewalk Lighting)

See Sheets N.7-N.9 for details

Install Luminaire

Install 2-inch Conduit

See Sheet N.9 for details

Install Electrical Control Panel

101+20.00 connector to fixture.

#12 min. wires from fuse

NOTE:

as specified by manufacturer.

Anchor bolts

16" on center

4-hoop 16"-17" dia., spaced

#4 Rebar required, 4-vertical upright supports

#4 Rebar required, grounding connector

NEC code approved

24"

(or approved equivalent) sec model 1781-df or sec model 1791-s fast acting-100k rms amps-600vac

Install fuse:

to fuse connector.

source

#12 min. wires from power

Concrete nut & washer

Gally leveling

Top of concrete as specified by manufacturer

Anchor boltsnut & washer

Gally leveling

Base plate

Grout solid pack

Sidewalk

See Leveling detail

LEVELING DETAIL

FOUNDATION DETAIL

and gutter

Concrete curb

Sidewalk

See Foundation Detail

Luminaire foundation

Sidewalk Sidewalk

Junction box

2-inch PVC conduit

See Foundation Detail

Luminaire foundation as shown in plans

Rockery or planter as shown in plans curb or edging

Stone or concrete as shown in plans

Rockery or planter or driveway wall, sidewalk

Existing concrete connector to fixture.

#12 min. wires from fuse

4-vertical upright supports

#4 Rebar required, grounding connector

NEC code approved

NEC Code approved connector

(or approved equivalent) sec model 1781-df or sec model 1791-s fast acting-100k rms amps-600vac

Install fuse:

to fuse connector.

source

#12 min. wires from power wire colors per nec code.

40 pvc ul approved)

" conduit (schedule 4

Concrete

See Leveling detail

18" manufacturer.

as specified by

Anchor bolts

8" on center

4-hoop 10"-12" dia., spaced

#4 Rebar required, IN PLANTER OR ROCKERY

LUMINAIRE INSTALLATION

IN SIDEWALK ALONG HWY 89

LUMINAIRE INSTALLATION

approved connector

NEC Code

FENCE POST DETAILS

LUMINAIRE & ORNATE

Sheet N.9 for details

Junction box, See min.

3" m a x

See Sheet N.9 for details

Junction box.

wire colors per nec code.

40 pvc ul approved)

" Conduit (schedule 4

" PVC conduit4

See Sheet N.9 for details

Junction box.

2" PVC conduit

" PVC conduit4

CONCRETE FOUNDATION DETAIL

ORNATE FENCE POST WITH LIGHT

Revised by Amendment A0022

manufacturers recommendations

Install luminair post, base, and anchor bolts according to

All electrical wiring to be done by a licensed electrician.

Ground rod may be placed in lieu of connection to rebar cage.

For grounding details see ISPWC Standard Drawing SD-1109.

N.9

STATE PROJECT

J a n u a r y

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

d g n

R J o h n s o n

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

DETAILS

LANDSCAPING

MT PARK 2013(1)

TYPICAL TOPSOIL/MULCH PLACEMENT

TYPICAL TREE INSTALLATION

EXISTING TREE

TREE GUARD

with suitable excavated material

Existing ground or backfill

Root ball

Backfill with manufactured topsoil to accommodate the root ball.

Excavate sufficient material suitable excavated material

Existing ground or backfill with

3" depth at trees

1" depth (typ.), dry method

Furnish mulching, topsoil, 6" depth

Furnish and place

Install tree

Furnish and place topsoil, 6" depth

Existing ground or backfill with suitable excavated material

Backfill with manufactured topsoil accomodate the root ball.

Excavate sufficient material to

Install tree applied by Park Service

Seed to be Furnish mulching, dry method

1" depth (typ.), 3" depth at trees prior to placing riprap

Apply seed mix

Temporary fenceTemporary fence

1'-4"

Steel bar stock (8)

"4 1" x 2

1Verticals 1

Place boulder t o m in

V a r ie s

V a r ie sdry method, 1" depth

Place mulch, BOULDER INSTALLATION AT PLANTERS stock (3 pcs.)

" Steel bar 4 12" X

Mounting tabs (4 pcs.)

Leveling anchor

STAKES

24"

"16 7Ø

NOTE:

Approximate 24" overall length.

Standard galvanized finish.

tree guards or tree grate frames.

"Ø for bolting to16 7Drilled

ASTM A36 mild steel angle.

"4 1" x 4

3' X 14 3From 11.

2*D 2*D

D (inches)

6" to 8" depth (basalt)

Placed riprap, class 1, 5'

0.3"

Pavers to fit, to be done by mason

Required 'shaping' of boulder

Seatwall Seatwall

SeatwallSeatwall

Pavers to fit, to be done by mason

Required 'shaping' of boulder between seatwall and boulder

Example of 3' average gap between seatwall and boulder

Example of 3' average gap height of the seatwall (20"-22") the seatwall higher than the

Boulder should not extend above height of the seatwall (20"-22") the seatwall higher than the

Boulder should not extend above of 6" above the top of the seatwall

Boulders must extend a minimum

Place topsoil 6" depth

NO SCALE

Revised by Amendment A002

BOULDER INSTALLATION AT SEATWALLS

O.3

STATE PROJECT

J a n u a r y

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

R J o h n s o n

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

WF EM

N B

S O

SO W

JH 1001

JH 1002

JH 10001

25025

SCALE IN FEET

5012.5

END PROJECT

14+87.74

S P

LEGEND:

to be added by NPS, place mulch, 1" depth

Conserve topsoil, place conserved topsoil, seed

Conserve topsoil

AND ARCH PARK

YELLOWSTONE ROAD

IRRIGATION PLANS

VEGETATION AND

T S

K R

A P

Revised by Amendment A001

O.8

STATE PROJECT

a n u a r y

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a o h .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

DAOR LIART ENOTSWOLLEY

(YST01)

S E E S

H E E T O .5

S E

E S

H E

E T O .5

401+15.17 (PSW03)

206+78.61 (YST01)

201+47.05 (YST01)

50+00.00 (MAIN_W-S01)

END OF PROJECT

198+32.89

12+86.50 (MAIN_E-W01)

53+11.44 (MIAN_N-S01) =

(MAIN_E-W01)

ROAD (PSW03)

NORTH ENTRANCE

YELLOWSTONE

El.= 5304.07

E= 63617.67

N= 80355.26

El.= 5280.90

E= 62912.94

N= 80275.30

ZONE 1

IRRIGATION

ARCH PARK

ZONE 2

IRRIGATION

ARCH PARK

for winterization to proposed inlet

Self drain by gravity system

NOTE:

in a "U" shape.

to the front of the stage and to the northwest corner of Arch Park vehicular path will extend from the southwest corner of Arch Park

Provide a 35-foot width where no sprinkler heads are placed. The

W MAIN ST

M A

T (M

_N -S

TABULATION OF

NOTE:

1. See E_Sheets for item callout legend.

Revised by Amendment A0022

P.1

STATE PROJECT

a n u a r y

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

R J o h n s o n

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

File details come from the government source that posted it. Updated Nov 14, 2017.