A002_MT_PARK_2013(1)_Part2.pdf

LEGEND:

9 Remove and Reset Mailbox

See Sheet H.5 for details

Fixture, Roof Drain Connection.

See Sheet H. 15-18 for details

Fixture, Wayside Exhibit.

See Sheet H.20 for details

(including Recycle Receptacles).

Fixture, Trash Receptacles

Remove and Reset Sign added by contract modification.

Sign System (Entrance Sign) to be

See Sheet H.19 for details

Wheelstop, rubber.

See Sheet H.6 for details

Treated (Awning Support).

Structural Timber and Lumber, See Sheet H.1 for details

Placed riprap, Class 1 (Basalt).

See Sheet H.5 for details

Drainage Chase.

See Sheet H.5 for details

Trench Drain.

See Sheet H.5 for details

(downspout extension).

Fixture, Roof Drain Connection

R o b e rt R e a m e r A v e

R=40'

R=100'

99+99.11 (EPS02)

602+53.31 (PSC03)

605+35.16 (PSC03)

411+18.14 (PSW03)

approach

Construct driveway, approach

Construct driveway, approach

Construct driveway, Proposed swale

NO SCALE

1 1

'-0

5'-0"

(EPS02)

R=4.5'

R=49.5'

R=6'

R=4.5'

R=184.5'

R=29.5'

R=49.5'

Revised by Amendment A0022

S T O P

S T O P

T

R

T

R

NOTE:

P2271

P2272

P2281 P2273

P2274 P2275

P2280

P2213

P2212

3.

2.

1.

See K Sheets for Accessible Ramp details.

See Sheets H.1-3 for Sidewalk and Curb details.

See C Sheets for Typical Sections.

locations and details

See Sheet F.17 for point

R=99.5'

MATCHLI

NE

S

TA.

+00 constructed

Line to be

N

R=100'

R=5'

R=5' R=5'

R=5' of pavement

Proposed edge constructed

Line to be

W P

AR

K

ST

(P S

W

100+83

END PROJECT

P S

W

H w y

SEE SHEET E.8

S E

E S

H E

E T F .4

El= 5319.21

E= 64880.66

N= 80085.39

PARKING LOT PLAN

E PARK ST

P2237

P2239

P2238

P2236

P2235

P2232

P2231

P2234

P2233

P2230

P2229

P2228

P2227

P2226

P2224

P2225

P2223

P2222

P2221

P2219

P2220

P2218

P2217

P2216

P2215 P2214

R=50.5'

P2290

P2291 P2292

P2293

P2294

P2295

P2296

P2297

P2298

P2299

P2300

P2301

P2302

P2303 P2304

P2305 P2306

P23307

P2309

P2308

P2310

P2311

P2312

P2313

P2314

P2315

P2316

P2317

P2318

P2319

P2320

P2321

P2322 P2323

P2324

P2325

P2326

P2327

P2328

P2329

P2332

P2330

P2331

P2333

P2334

P2335

P2336

P2337

P2338

P2339

P2340

P2341

P2342

P2343

P2344

P2345

P2346

P2347

P2348

P2349

(PSC03)

E PARK ST

S

N D S

T

E PARK ST

R=39.5'

P2350

P2351

P2352

P2353

P2354

P2355

P2356

P2357

P2358

P2359

P2620

P2621

P2623

P2624

P2625

P2622

P2626

P2627

P2628

P2629

P2630

R=49.5'

R= 9.5'

R=9.5'

F.6

STATE PROJECT

NUMBER

SHEET

MT

PARK 2013(1)

A

M

J a n u a r y

U

S S u r ft

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

R J o h n s o

W

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

Remove and Reset Mailbox

See Sheet H.5 for details

Fixture, Roof Drain Connection.

See Sheet H. 15-18 for details.

Fixture, Wayside Exhibit.

See Sheet H.20 for details.

(including Recycle Receptacles).

Fixture, Trash Receptacles

Remove and Reset Sign added by contract modification.

Sign System (Entrance Sign) to be

See Sheet H.19 for details

Wheelstop, rubber.

See Sheet H.6 for details

Treated (Awning Support).

Structural Timber and Lumber, See Sheet H.1 for details

Placed riprap, Class 1 (Basalt).

See Sheet H.5 for details

Drainage Chase.

See Sheet H.5 for details

Trench Drain.

See Sheet H.5 for details

(downspout extension).

Fixture, Roof Drain Connection

T

N

PLAN

YA PEDESTRIAN PLAZA

NO SCALE

PARKING LOT

YELLOWSTONE ASSOCIATION

approved by the CO stone by method

Protect building corner

Existing drainage chase

Existing drainage chase

Existing conc. sidewalk

.7

6'-0"

R=4.5'

F.8

STATE PROJECT

a n u a r y

U

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 g i.

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

P2152

P2153

P2154

P2596

P2149

P2150

P2604

P2603

P2599

P2598

P2148

P2147

P2597

Revised by Amendment A002

NOTE:

3.

2.

1.

See K Sheets for Accessible Ramp details.

See Sheets H.1-3 for Sidewalk and Curb details.

See C Sheets for Typical Sections.

R=19.5'

P2146

Line to be constructed

P2155

P2156

P2160

P2161

P2162

P2163

P2164

P2165

P2166

P2167

P2168

P2169

P2170

P2171

P2172

P2173

P2174

P2175

P2176

P2177

P2178

P2181P2179

P2180

P2182

P2183

P2185

P2184 P2186

P2187

P2188

P2189

P2190

P2191

P2192

P2197

P2198

P2199

P2200

P2203

P2196

P2194

P2193

P2202

P2201

P2195

P2204 P2205

P2206

P2207

P2208

Remove and Reset Mailbox

See Sheet H.5 for details

Fixture, Roof Drain Connection.

See Sheet H. 15-18 for details.

Fixture, Wayside Exhibit.

See Sheet H.20 for details

(including Recycle Receptacles).

Fixture, Trash Receptacles

Remove and Reset Sign added by contract modification.

Sign System (Entrance Sign) to be

See Sheet H.19 for details

Wheelstop, rubber.

See Sheet H.6 for details

Treated (Awning Support).

Structural Timber and Lumber, See Sheet H.1 for details

Placed riprap, Class 1 (Basalt).

See Sheet H.5 for details

Drainage Chase.

See Sheet H.5 for details

Trench Drain.

See Sheet H.5 for details

(downspout extension).

Fixture, Roof Drain Connection

ACACACACAC

C

W

SO

W

SO

N

P T

.4

YA PARKING LOT

NO SCALE

P2059

P2058

P2060

P2061

R=5.5'

P2062

R=45'

P2063 and downspout outlet

Protect existing tree

See Sheet H.21 for details survey monument.

Remove and reset

6'-0"

See Sheet H.21 for details survey monument.

Remove and reset

5. See K Sheets for Accessible Ramp details.

4. Unless noted all wall and pillar facing shall be basalt.

3. See Sheets H.1-3 for Sidewalk and Curb details.

2. See C Sheets for Typical Sections.

1. See G Sheets for Wall Quantities and Details.

F.11

STATE PROJECT

P a n u a r y

U

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 g l.

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

P2152P2596

P2597

P2598

P2599 P2603

P2604

P2150

Revised by Amendment A0022

ARCH

HOUSE

(PSWØ3)

4'3'16'3'

Line to be constructed

R=50.5'

NOTE:

YELLOWSTONE

ASSOCIATION

R=5.5'

P2110

P2117

R=15.5'

R=4.5'

R=4.5'

R=19.5'

P2140

P2141

P2142

P2143

P2144

P2145

P2146

P2148

P2149 P2153

P2154

P2155

P2156 P2147

.5

R=4.5'

R=19.5'

R=4.5'

R=4.5'

R=15.5'

W PARK ST

See Sheet F.13 for point locations and details R=15.5'

P2157

P2158

P2159

P2601

P2602

P2605

R=4.5'

P2137

41'

P2135

P2136

P2138

P2139

LAYOUT TABLE

YA PARKING LOT

Revised by Amendment A0022

F.12

STATE PROJECT

J a n u a r y

U

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 g m .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 to be added by contract modification

Sign system (entrance sign)

605+28, LT

LEGEND:

Remove and Reset Mailbox

See Sheet H.5 for details

Fixture, Roof Drain Connection.

See Sheet H. 15-18 for details

Fixture, Wayside Exhibit.

See Sheet H.20 for details

(including Recycle Receptacles).

Fixture, Trash Receptacles

Remove and Reset Sign added by contract modification.

Sign System (Entrance Sign) to be

See Sheet H.19 for details

Wheelstop, rubber.

See Sheet H.6 for details

Treated (Awning Support).

Structural Timber and Lumber, See Sheet H.1 for details

Placed riprap, Class 1 (Basalt).

See Sheet H.5 for details

Drainage Chase.

See Sheet H.5 for details

Trench Drain.

See Sheet H.5 for details

(downspout extension).

Fixture, Roof Drain Connection

T

R

N

F.17

STATE PROJECT

U 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 g t.

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

PLAN

PEDESTRIAN PLAZA

ENTRANCE SIGN

(P

SW03

W

PARK

ST

NO SCALE

a n u a r y

Revised by Amendment A0022

NOTE:

3.

2.

1.

See K Sheets for Accessible Ramp details.

See Sheets H.1-3 for Sidewalk and Curb details.

See C Sheets for Typical Sections.

P2240

P2241

P2242

P2243

P2244 P2245

P2246

P2247

P2248

P2249 P2250

P2251

P2252

P2253

P2255

P2256

P2257

P2258P2259

P2260

P2261

P2262

P2263

P2264

P2265

P2266

P2267

P2268

P2269

P2270

P2273

P2274

P2275

P2276

P2277

P2278

P2279

P2280

P2281

P2272

P2271

R=19.5'

R=99.5'

R=46.5267'

R=9.5'

R=5'

R=6' R=108'

R=32'

R=5'

R=5'

R=20'

R=6'

P2254

QUANTITIES

TABULATION OF WALL

SHEET 1 of 2 by Amendment A002Revised 2

G.1

STATE PROJECT

J a n u a r y

U

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 w a .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

QUANTITIES

TABULATION OF WALL

SHEET 2 of 2by Amendment A002Revised 2

G.2

STATE PROJECT

J a n u a r y

U

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 w b .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

ITEM QUANTITY UNIT

3"3"

(Reinforcing Layout)

WALL ELEVATION

e q s p a b o th f a c e s

Top of footing

El. 5286.21

El. 5295.95

El. 5292.95

Top of footing

El. 5286.21

3"3"

3-#4A (each face)

B

B

REINFORCING STEEL

STRUCTURAL CONCRETE, CLASS A(AE)

LB

CUYD

1,250

6" 17"

9'-6"8'-11"

(each face)

1-#6D

(each face)

1-#6B

Top of CIP wall

Top of CIP wall

B E q s p a c e s

El. 5285.21

Bottom of footing

El. 5285.21

Bottom of footing

(Top and Bottom)

21 -#5 @ Eq. spaces

6-#6D @ Eq. spaces (front face)

9-#6C @ Eq. spaces (back face) 6-#6B @ Eq. spaces (front face)

9-#6A @ Eq. spaces (back face)

Level

DETAILS

ARCH PARK STAGE CIP WALL

NOTE:

1.

#4B (full length)

#4B (full length)

20'-4"

See Section A-A and Section B-B on Sheet G.8.

FOR INFORMATION ONLY

Face of MSE Wall pillar face of MSE Wall

Slope to match

End of CIP wall.

Joint filler

Joint filler

G.7

STATE PROJECT

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 w g g .d

C h e c k e d b y

D e s ig n e d b y

2"

"2

Revised by Amendment A002

MSE wall veneer facing 2

Varie s

NO SCALE

A

A

B

SECTION B-B

SECTION A-A

2'-9" width x 6" depth

Capstone

2'-9" width x 6" depth

Capstone

2'-9" width x 6" depth

Capstone

18" width x 12" depth

Capstone

4" Topsoil

Stage Seatwall

MSE Wall

2'-9"

1" Mulch

3" (typ.)

2'-9"

G.9

PLAN SECTION D-D

STAGE END WALL

C

C

B

FOOTNOTE:

pattern of Roosevelt Arch at a location to be determined by the CO.

Provide stones and construct a stone pattern to match the stone

#4 rebar, spaced 24" OC

(typ.)

-2% slope

(typ.)

-0.5% slope

Excavation slope 1 :1 S lo p e epoxy rebar in stone cap

Drill 1" Ø x 2" bore hole veneer facing

Stone masonry 6

1'-1" units, (8" x 8" x 16")

Concrete masonry excavated material

Backfill with suitable

Concrete footing, 6" depth

Bed course, 6" depth

CMU cells with grout

Fill all voids and

7"

6"6"

2'-10"

#4 rebar (typ.)

units (8" x 8" x 16")

Concrete masonry

2'-7"

Seatwall foundation

STONE MASONRY STAGE SEATWALL DETAIL

SECTION C-C

joint material non-extruding expansion

" preformed 4

Proposed grade

DETAILS

ARCH PARK STAGE

See Sheet G.18 for details

Stone masonry pillar.

Concrete pavers, 2" depth for stage electrical

Install J-box with solid, locking lid basin, type 1

Install catch

Install 2" conduit for details

See Sheet G.4

MSE Wall.

).xam %5( niard ot epolS with solid, locking lid basin, type 1

Install catch

Install 2" conduit depth, grade variable topsoil, 2"

Place conserved

Install J-boy for stage electrical

"8 78'-7

Construct 12" perforated drain system. See Sheet G.4 for details

Structural backfill

21"

.xa m H2 :

V1 and grouted into stone

Rebar to be embeded

"2

Capstone

El. 5295.95

El. 5292.95

Capstone

8-10" (typ

Stone ven eer

8'-3" finished grade (fill side)

Approximate

Stage El. = 5290.00

Stage El. = 5289.89

Top of footing El. = 5286.21

D

D masonry pillar

Stone

El. 5292.95

Sta. 20+16.92

3" (typ.)

El. 5292.95

Sta. 20+08.27

El. 5295.95

Sta. 20+08.27

Batter

1H:7V

El. 5292.95

Sta. 20+00

1H:12V Batter

Bottom of footing El. = 5285.21

Bedding sand, 1" depth

Bedding sand, 2" depth wall. See detail this sheet

Stone masonry seat

8" - 10"

El. 5286.21

Top of footing

5289.89 to 5290.00

El. between

Top of stage.

El. = 5285.21

Bottom of footing, 9" and G.18 for details

See Sheet G.10

Stone masonry pillar.

See Sheets G.7-8 for details

CIP Wall.

See Sheet G.10 for details

MSE Wall veneer.

Construct 6" perforated drain system. See Sheet G.19 for details

-2%

TIE

R cap with flat top.

6" stone masonry

2 Revised by Amendment A002

2 2

2 Length of individual Capstones vary 2-feet to 4-feet.

STATE PROJECT

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 w i.

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

LOOP DRIVEWAY

YELLOWSTONE ASSOCIATION

stone curb

Construct

Yellowstone National Park

North Boundary

ARCH

HOUSE

YELLOWSTONE

ASSOCIATION

R=16.5'

W PARK ST (PSW03)

FOOTNOTE:

See Sheet G.13 for Sections and Details.1

F

F

E

E

D

D

C C

B

B

N

402+44 to 402+49, LT

Construct stone masonry wall (cobble wall at Arch House).

See Sheets G.13 and G.17 for details

41'

Revised by Amendment A002

SECTION B-B

NOTE:

3. Match shape, width, height, characteristics of existing cobblewall.

2. See Sheets H.1-3 for Sidewalk and Curb Details.

1. See G Sheets for Wall Quantities and Details.

24.5'

.2

Existing cobble wall

Existing cobble wall

33' 3' 3' 41'

16'

3' 3'16'

Details A

SECTION C-C

Install handrail

Existing concrete sidewalk

See Sheet H.11 for details

Existing handrail

See Sheet H.11 for details Proposed handrail

Top of proposed sidewalk

DETAIL A

Existing cobble faced wall depth, see Sheet H.2 for details

Curb, stone, type 1, 18- inch

403+72, LT

Construct stone masonry pillar (type 2, 52" height).

See Sheet G.18 for details

See Sheet G.17 for details wall (36" height).

Construct stone masonry

403+72 to 403+96, LT

33" High wall includes 4" Capstone

See Sheet G.17 for details wall (Wall at YA lot)

Construct stone masonry

403+81 to 404+04 LT

See Sheet G.17 for details wall (Cobble wall at YA lot)

Construct stone masonry

See Sheet G.17 for details wall (Wall at YA sidewalk)

Construct stone masonry

402+02 to 402+05 LT

See Sheet G.17 for details

Incorporate cobble crenulation.

403+72, LT

Construct stone masonry pillar (type 2, 52" height).

See Sheet G.18 for details

See Sheet G.17 for details

(cobble wall at YA lot)

Construct stone masonry wall, 403+33 to 403+70, LT

See Sheets G.17 for details

Incorporate cobble crenulation.

403+31, LT

See Sheet G.17 for details wall (36" height).

Construct stone masonry

403+72 to 403+96, LT

See Sheets G.17 for details

Incorporate cobble crenulation.

403+14, LT

402+96 to 403+13, LT

Construct stone masonry wall, (Cobble stone wall at YA lot)

See Sheet G.17 for details

402+86 to 402+91, LT

Construct stone masonry wall (cobble wall at Arch House).

See Sheet G.13 for details

See Sheet H.21 for details

Remove and reset monument.

403+87, LT

403+81 to 404+01

Construct stone masonry wall, (Wall at YA lot)

See Sheet G.17 for details and PVC downspout outlet

Protect existing tree

See Sheet G.17 for details wall (Wall at YA lot)

Construct stone masonry

403+81 to 404+04 LT

See. Sheet G.17 for details wall (Wall at YA sidewalk)

Construct stone masonry

402+02 to 402+05 LT

See Sheet G.17 for details

(Cobble wall at YA lot)

Construct stone masonry wall masonry boulder Install masonry boulder

Install

403+79, LT

G.12

STATE PROJECT

J a n u a r y

U

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 w l.

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

BM

BM

H

H Existing cobble wall

4'-8"

I I

Existing handrail first full sized support from stars to

Remove handrail

5'-4"

SECTION D-D

MODIFICATIONS

COBBLE STONE WALL

ARCH HOUSE

1" mulch excavated backfill

Fill with suitable

Existing concrete steps to remain

See Sheet G.18 for details pillar (type 3, 64" height).

Construct stone masonry

402+44, LT

4" Manufactured topsoil

SECTION E-E

Proposed cobble wall

Existing cobble wall

G

G

Yellowstone Association

Existing cobble wall at corner of

5'-10" 5

Existing handrail

Existing cobble wall between Arch House sidewalk and proposed roadway sidewalk

SECTION F-F

sidewalk grade

Finished

4'

12"

Cobble facing

#4 Rebar

SECTION G-G

33" with foundation

Concrete core

12"

Cobble facing

#4 Rebar

SECTION H-H

See Section J-J

33"

(typ.)

12" ( ty p sidewalk concrete

Existing core

Concrete grade sidewalk

Finished

SECTION I-I

4"12"12"12"12"4"

J

J

4'-8"

#4 Rebar (typ.)

SECTION J-J

method approved by the CO with epoxy or other install #4 rebar, secure

Core existing concrete, Revised by Amendment A002

Yellowstone Association Arch House

Existing cobble wall at corner of

G.13

STATE PROJECT

a n u a r y

U

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 w m .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

See Sheet G.15 for details pillar (type 3, 64" height).

Construct stone masonry

402+44, LT

See Sheet G.17 for details masonry, seatwall (20" height).

Construct stone

402+44 to 402+49, LT

Construct stone masonry wall

(cobble wall at Arch House)

See Sheet G.17 for details masonry, seat wall (20" height).

Construct stone

(cobble wall at Arch House)

Construct stone masonry wall

402+86 to 402+91, LT

PEDESTRIAN PLAZA

ENTRANCE SIGN

(P S

W

W P

A R K S

T

N

See Sheet G.17 for details seat wall (20" height).

Construct stone masonry, 604+93 to 605+02, LT

See Sheet G.17 for details seat wall (20" height).

Construct stone masonry, 604+51 to 604+61, LT

See Sheet G.15 for details seat wall (20" height).

Construct stone masonry, 410+78 to 410+84, RT

See Sheet G.17 for details seat wall (20" height).

Construct stone masonry, 410+71 to 410+78, RT

See Sheet G.18 for details pillar (type 1, 36" height).

Construct stone masonry

410+78, RT

(PSC03)

E PARK ST

To be added by Contract Modification

Sign system (entrance sign)

605+28, LT

See Sheet G.17 for details seat wall (20" height)

Construct stone masonry

410+89 to 410+98, RT

See Sheet G.17 for details seat wall (20" height).

Construct stone masonry, 604+85 to 604+93, LT

'-0

16'-0"

Revised by Amendment A002

G.16

STATE PROJECT

a n u a r y

U

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 w p .d g n

C h e c k e d b y

D e s ig n e d b y

W

M c

Q u is to n B

K u n ih is a

R J o h n s o n

FOOTNOTE:

pattern of Roosevelt Arch at a location to be determined by the CO.

Provide stones and construct a stone pattern to match the stone

POCKET PARK

STONE MASONRY SEAT WALL

(20-INCH HEIGHT)

Concrete footing, 6" depth

Bed course, 6" depth

Backfill material

9"

4"

:1 S lo p e

1'-6" veneer facing

Stone masonry

:1 S lo p e

ENTRANCE SIGN

(36-INCH HEIGHT)

Concrete footing, 6" depth

Bed course, 6" depth

Backfill material

9"

4"

:1 S lo p e

1'-6"

Stone masonry facing

:1 S lo p e

PARKING LOT

YELLOWSTONE ASSOCIATION

seirav epolS

1" Mulch

4" Topsoil ex ca va te d m at er ia l

Ba ck fil l w ith s ui ta bl e

(Wall at YA Lot)

:1 S lo p e

Stone masonry facing

:1 S lo p e

" 1

24"

4"

9"

YELLOWSTONE ASSOCIATION LOOP DRIVEWAY YELLOWSTONE ASSOCIATION LOOP DRIVEWAY

W PARK ST

YELLOWSTONE ASSOCIATION PEDESTRIAN PLAZA

material

Suitable excavated

2 Fill all voids and CMU cells with grout.

WALL DETAILS

STONE MASONRY

STONE MASONRY WALL

epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole units (6" x 8" x 16")

Concrete masonry units (6" x 8" x 16")

Concrete masonry

STONE MASONRY WALL

cap with flat top masonry

4" Stone

3" (typ.)

3" (typ.)

cap with flat top masonry

4" Stone

3" (typ.)

#4 Rebar, spaced 24" OC

Arch House sidewalk.

characteristic's of existing cobble walls at the

Construct cobble facing to match the

Use government provided cap for Schedule B.

Association Loop Driveway building frontage.

Construct cobble stone facing on seat walls along Yellowstone

Revised by Amendment A002 t o

V a r ie s concrete 4" depth Construct sidewalk, 6" depth

Bed course, 6" depth

Concrete footing, units (6" x 8" x 10")

Concrete masonry with flat top masonry cap

4" stone

(6" x 8" x 16") masonry units

Concrete units (6" x 8" x 10")

Concrete masonry units (6" x 8" x 10")

Concrete masonry

1'-6"

Excavation slope

Excavation slope

Excavation slope asphalt pavement

Concrete sidewalk or

Excavation slope

#4 Rebar (typ.)

#4 Rebar (typ.)

Excavation slope

#4 Rebar (typ.)

slope

Excavation paved parking area

Association

Yellowstone

Proposed spaced 24" OC

#4 rebar, rebar in stone cap bore hole epoxy

Drill 1"Ø x 2" pavement or asphalt sidewalk

Concrete pavement or asphalt sidewalk

Concrete spaced 24" OC

#4 Rebar, See Sheet H.11 for details

Install 10" rail fencing.

Length of individual capstones vary 2'-4'

Extend rebar 2" above concrete masonry unites (CMU)

Drill and epoxy rebar to existing concrete sidewalk

G.17

STATE PROJECT

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 w q .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

FOOTNOTE:

pattern of Roosevelt Arch at a location to be determined by the CO.

Provide stones and construct a stone pattern to match the stone

Excavation slope

Concrete footing, 6" depth

Bed course, 6" depth epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole

Backfill material

9" asphalt pavement

Concrete sidewalk or

:1 S lo p e

1'-6"

1veneer facing

Stone masonry

:1 S lo p eExcavation slope

#4 Rebar (typ.)

YELLOWSTONE ASSOCIATION PEDESTRIAN PLAZA

2 Fill all voids and CMU cells with grout.

WALL DETAILS

STONE MASONRY

(6" x 8" x 16")

Concrete masonry units

(6" x 8" x 10")

Concrete masonry units

3" (typ.)

Arch House sidewalk.

characteristic's of existing cobble walls at the

Construct cobble facing to match the

Use government provided cap for Schedule B.

Association Loop Driveway building frontage.

Construct cobble stone facing on seat walls along Yellowstone

A

A

SECTION A-A

B

B

SECTION B-B

veneer facing

Stone masonry 3

28"

YELLOWSTONE ASSOCIATION LOOP DRIVEWAY

36"

16"

YELLOWSTONE ASSOCIATION LOOP DRIVEWAY

COBBLE STONE WALL

3 5

2"

COBBLE STONE WALL

See Sheet G.17 for details

Cobble stone wall.

veneer facing

Stone masonry parking lot

Asphalt

See Sheets H.2-3 for details type 1, 18" depth, Curb, stone, spaced 24 'O.C.

#4 Rebar

(6" x 8" x 16")

Concrete masonry units veneer facing

Stone masonry sidewalk

Existing concrete

24" parking lot Asphalt

See sheets H.2-3 for details

18" depth, Curb, stone, type 1 cap with flat top

4" stone masonry

See Sheet G.17 for details

Cobble stone wall, See Sheets H.2-3 for details

18" depth.

Curb, stone, type 1, 16" concrete sidewalk

Existing

24"

(Wall at YA Sidewalk)

(6" x 6" x 16")

Concrete masonry unit

4" spaced 24" OC

#4 Rebar, STONE MASONRY WALL

C a p s to n e

8 Length of individual capstones vary 2'-4'

Extend rebar 2" above concrete masonry unites (CMU)

Drill and epoxy rebar to existing concrete sidewalk

Added by Amendment A002

G.17a

STATE PROJECT

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 w q a .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

CORNER TRANSITION

TO SQUARE CONCRETE CURB

SLOPED CONCRETE CURB

TRANSITION

STONE CURB TO SQUARE CURB

ROADWAY DETAILS

Existing Sinclaire sign

Right-of-Way

SINCLAIR GAS STATION SIGN

PROPOSED SIDEWALK AT EXISTING

Sinclaire sign base

Protect existing concrete sidewalk up to existing sign base around sign base and pour proposed

Remove existing concrete and asphalt

Curb, stone, type 1, 18" depth

Curb, concrete, 12" depth

Curb, concrete, 12" depth (sloped)

Curb, concrete, 12" depth

Proposed concrete sidewalk

Back of proposed concrete sidewalk

Existing back of sidewalk expansion joint filler

" Preformed non-extruding4

Grout

45°0'

6"

3"

Sidewalk grade

CONCRETE CURBING

6-INCH CURB BREAK

12" depth concrete, Construct, curb, Revised by Amendment A0022

Install curb break at locations determined by C.O.1

FOOTNOTE:2

H.3

STATE PROJECT

J a n u a r y

U

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 tc .d g n

R J o h n s o n

W

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

NO SCALE

DETAILS

FENCE (YTR WALKWAY)

AA

NOTE:

1.

2.

FOOTNOTE:

DECORATIVE FENCE POST

m in

H.8

STATE PROJECT

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 th .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

S ta n d a r d h e ig h t

8'-0" O.C. (typ.)

Support fence post m in

S ta n d a r d h e ig h t

8'-0" O.C. (typ.)

14"

Schedule B

66" location for post

Install cap per lighting

Luminaire

RAIL CONNECTION DETAIL

5"

3"

LED LIGHT

SCHEDULE A

SCHEDULE B

(YTR WALKWAY) NON-DECORATIVE POST

TYPE 3B FENCE

TYPE 3A FENCE

(YTR WALKWAY) DECORATIVE POST

2 See Sheet N.8 for Pole Base Details.

Install flat cap per manufacturers recommendations.

See Sheet H.9 for details

Junction box.

See Sheet H.9 for details foundation (typ.).

Fence Post concrete

See Sheet H.1 for details sidewalk.

Concrete or asphalt post concrete foundation sidewalk and fence

Center box between

See Sheet H.9 for details concrete foundation (typ.).

Fence Post, See Sheet H.9 for details concrete foundation (typ.).

Fence Post, DECORATIVE FENCE POST

JUNCTION BOX INSTALLATION AT

See sheet N.9 for details foundation.

with light concrete

Decorative Fence Post

See sheet N.9 for details foundation.

with light concrete

Decorative Fence Post

6.

5.

4.

3.

"4

"4 hole (typ.)

" mounting4

Set screw

Revised by Amendment A0022

2" dia rail (typ.)

Rail connection bracket Fence post

2" rail (typ.)

fence post (typ.)

4" Manufacturers fence post (typ.)

4" Manufacturers

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

For Grounding Details see ISPWC Standard Drawing SD-1109.

Install decorative fence posts for schedule B at 40-foot spacing.

coat finish. See Section 619.

with a galvanized steel framework. Provide a flat black powder

Pedestrian rail fence must have a corrosion resistant E-coat finish recommendation.

Install pedestrian rail fence according to manufacturers purposes.

Values shown are nominal and not to be used for installation

NO SCALE

DETAIL

ARCH HOUSE HANDRAIL

DETAIL A

DETAIL B

Welded joint

Welded joint

Welded joint

Tack weld joints

Welded joint1

Welded joint

Standard fence post Standard fence post

Standard fence post

" Hex bolts4

" Fence railing8

" Fence railing8

" Hex bolts4

" Hex bolt4

" Washer8

" Fencing8

" Hex bolts4

" Metal footing2

SECTION A-A

A

A

Existing handrail to be removed

N

"2

"2

"2 11 "2

116"

9"

"4

NOTE:

1.

SECTION B-B

" Fence railing8

" Hex bolts4

" Fence railing8

1" Fence railing

Welded joint

2" Fence railing

6'-2"

3'-1"

" Fence railing8

1" Fence railing

1" Fence railing

2" Fence railing

Welded joint

See Detail A

See Detail B Tack weld joints

7.3" 7.3" 7.3" 7.3" 7.3"7.3" 7.3" 7.3"7.3"

Exisiting sidewalk grade

2.25"

5.5"

4"

4"

4.5"

4.5"

4.5"

2.25"

2.25"

2.25"

3.75"

2.25"

42"

B

B

7.3"

Standard fence post confirm all dimensions and provide handrail of similar construction.

Dimensions shown for estimating purposes. Contractor to

2" Metal footing

See G Sheets for details all of Arch House.

Existing stone masonry

2 Sheet removed by Amendment A002

H.10

STATE PROJECT

NUMBER

J a n u a r y

U

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 tj .d g n

R J o h n s o n

W

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