Construction Document Set

RUSSELL STREET PUBLIC SPACE Client: CITY OF STARKVILLE

SHEET PREPARED FOR: MISSISSIPPI STATE UNIVERSITY Landscape Architecture

ABBEY WALLACE

LA 4124: Construction Documents

Professor Jason Walker

SHEET PREPARED BY:

Abbey Wallace

Project Site - Stamp Here -

Russell Street Public Space Client: City of Starkville

not to scale LEGEND KEY

Break Line Detail Call-Out Section Cut

LOW - Limit of Work Overhead Utility Property Line

Water Man Hole

° 90

Angular Dimension

Water Line Underground Utility Utility Pole

Water Valve Asphalt TBR

2"

GRAPHIC KEY

Radius Dimension

Surface Drain Inlet Street Sign

Dimension Line

Grated Drain Inlet Proposed Tree

X LX

X

R4

4'-

LX

0'

ADA Detectable Warning Surface POB R typ.

Point of Beginning Radius Typical

Water Meter Water Hydrant

Concrete TBR Tree TBR Drain Sequence Drain Inlet Proposed Topography +

TOW BOW typ.

Elevation Point Top of Wall Bottom of Wall Typical

SHEET

CONTENTS

L0.0 L1.0 L2.0 L3.0 L3.1 L3.2 L3.3 L3.4 L4.0 L5.0 L5.1 L6.0

Cover Sheet Existing Conditions & Demolition Plan Site Plan Stair Details Retaining Wall Details Columbarium Details Flatwork & Signage Details Vertical Bike Storage Details Grading Plan Planting Plan Planting Details Layout Plan

REVISIONS NO.

DESCRIPTION

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE: SHEET TITLE

Cover Sheet

L0.0

DATE

BY

38

8

Cedar Tree TBR DBH: 12" Cedar Tree TBR DBH: 12"

TO UNIVERSITY DR. 38

7

391

1.5' x 1.5' Surface Drain

SHEET PREPARED FOR:

PROPERTY LINE 89

3

385

Cedar Tree TBR DBH: 12"

O W

CORTEN STEEL SIGN

LA 4124: Construction Documents Professor Jason Walker

386

384

383

388

387

7

SH IP

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

10' EXISTING ASPHALT DRIVE 38

OKTIBBEHA CO. HERITAGE MUSEUM

Cedar Tree TBR DBH: 12"

0

39

8

FE LL

ODD FELLOWS CEMETERY

38

38

6

1.5' x 1.5' Surface Drain

386 385

ST RE ET

384

385 384

Green Ash TBR DBH: 10"

Green Ash TBR DBH: 10"

SHEET PREPARED BY:

383 382

Abbey Wallace

383

382

382

CONCRETE SWALE

RUSSELL STREET

1.5' x 1.5' Surface Drain

Green Ash TBR DBH: 10" - Stamp Here -

RUSSELL STREET (ASPHALT)

TO MSU

Russell Street Public Space Client: City of Starkville

TO DOWNTOWN STARKVILLE

LEGEND

REET SPRING ST

C-STORE

Existing Concrete Walk REVISIONS NO.

381

TO HWY 12

Water Man Hole

1.

Water Meter Water Hydrant

2.

Water Line Underground Utility Utility Pole

Water Valve Asphalt TBR

Surface Drain Inlet Street Sign

Concrete TBR Tree TBR

DATE

RUSSELL STREET FLATS PROJECT NO: DATUM: SURVEY: HORIZ SCALE: 20 scale VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE:

NOTES

LOW - Limit of Work Overhead Utility Property Line

DESCRIPTION

This drawing is based on information as provided on survey from Neel Schaeffer and Associates and LA 4124 or LA 6124 on August 30, 2016.

The project is focused within the boundary of the limit of work line.

SHEET TITLE

Existing Conditions & Demolition Plan

0'

10'

20'

40'

L1.0

BY

39

ODD FELLOWS CEMETERY PROPERTY LINE

0

38

9

SHEET PREPARED FOR:

389

388

10' Existing Asphalt Drive 8

Column

386

X

Columbarium

LX

Retaining Wall

1

Planting Bed

385

1

LA 4124: Construction Documents

L3.2

Tree Pits

L3.1

X LX

Seat Wall

Professor Jason Walker

X LX

SHEET PREPARED BY:

Seat Wall

386

X LX

Abbey Wallace

384

Stairs

3

384

383

Retaining Wall

L3.0

FE LL ST OW RE SH ET IP

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

38

387

Rain Garden

1 L3.1

X LX

382

383

- Stamp Here -

Entry Sign

X LX

Vertical Bike Storage

Street Sign

382

8' Sidewalk

1 L3.5

Bioswale

3 L3.3

X LX

Existing Drain Russell Street Public Space Client: City of Starkville

BIKE LANE Pedestrian Crosswalk

1 L3.3

REVISIONS NO.

RUSSELL STREET

TO MSU

(ASPHALT)

LEGEND

DESCRIPTION

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: 10 scale VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: DATE: November 30, 2016

NOTES

SHEET TITLE

Overhead Utility Property Line Water Line Underground Utility

Surface Drain Inlet Street Sign

Grated Drain Inlet Proposed Tree

1.

This drawing is based on information as provided on survey from Neel Schaeffer and Associates and LA 4124 or LA 6124 on August 30, 2016.

Site Plan

ADA Detectable Warning Surface 0'

5'

10'

20'

L2.0

DATE

BY

1 2"

Expansion Joint

Concrete Column

7'-0"

3'-6"

X

Precasted Concrete Paver 1: 1' x 1'-9"

LX

Precasted Concrete Paver 2: 1' x 3'-6"

LX

2'-0"

6"

7'-0"

1'-9"

Entry Sign

X

1'-0"

1'-6"

X LX

Steps with Precast Concrete Pavers

8'-7 1/8"

7'-8"

2'-0"

1'-0"

Concrete Edge

X LX

6"

Retaining Wall

X LX

SHEET PREPARED FOR: MISSISSIPPI STATE UNIVERSITY Landscape Architecture

1 L3.1

LA 4124: Construction Documents 4'-0"

Professor Jason Walker

Concrete Column

X

X

Concrete Seat Wall

LX

Concrete Seat Wall

LX

SHEET PREPARED BY:

LX

1'-6"

X

2'-5 5/8"

1'-6"

Abbey Wallace

2

Elevation

4'-0 1/4"

Stainless Steel Handrail

X

3

L3.0

Concrete Precast Bullnose Paver

1

- Stamp Here -

LX

X LX

Concrete Precast Facial Paver Mortared to Concrete 4,000 PSI Concrete reinforced with #4 rebar 6" O.C.

Plan View

Compacted Limestone Aggregate #57

Russell Street Public Space Client: City of Starkville

7" 5"

1'-1"

98% Compacted Subgrade Existing Soil

Railing Bolted to Concrete

10"

8"

2'-7 3/8"

1 2

Expansion Joint

REVISIONS NO.

DESCRIPTION

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE:

10"

SHEET TITLE

Stairs Details

3

Section

L3.0

DATE

BY

Hand Rail

X LX

Planting Area

SHEET PREPARED FOR:

MISSISSIPPI STATE UNIVERSITY Landscape Architecture LA 4124: Construction Documents Professor Jason Walker 4,000 PSI Concrete Retaining Wall

SHEET PREPARED BY: Aggregate #57 Drain

3'-0"

Abbey Wallace 1'-0"

1'-0"

1" Expansion Joint

- Stamp Here -

6" Perforated Pipe

7'-0"

4'-0"

1'-0"

4,000 Concrete PSI Seat Wall reinforced with #4 Rebar 4" OC

Russell Street Public Space 2'-0" typ.

Client: City of Starkville

4"

4"

1'-6"

Concrete & Brick Pavers Walk

REVISIONS NO.

DESCRIPTION

DATE

Compacted Limestone Aggregate #57

98% Compacted Subgrade

1'-0"

X LX

Existing Soil

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE: SHEET TITLE

Retaining Wall Details

1

Section

L3.1

BY

8'-4" 8'-2"

X

Precast Concrete Cap

LX

SHEET PREPARED FOR:

8'-0"

LA 4124: Construction Documents

2'-0"

2'-2"

2'-4"

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

Professor Jason Walker

SHEET PREPARED BY:

1

Plan View

Abbey Wallace

Precast Concrete Cap

X LX

- Stamp Here Personalized Plaque

Precast Concrete Cap

X LX

Fastener 9"

3 1/2"

8"

Russell Street Public Space Client: City of Starkville

1'-2 5/8"

Plaque

REVISIONS

6'-7"

DESCRIPTION

DATE

7'-8"

5'-7 1/2"

NO.

Brick with

3 8"

Grey Mortar

4,000 PSI Concrete Base

8"

Brick with 83" Mortar

4,000 PSI Concrete Footer

7 7/8"

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: DATE: November 30, 2016 SHEET TITLE

1'-0"

Columbarium Details 3'-7 7/8"

2

Elevation

3

Section

L3.2

BY

X

Concrete Walk

Stop Sign

1'-0"

1'-0"

LX

Brick Pavers

X

SHEET PREPARED FOR:

LX

Base

LX

1'-0"

Concrete Band

X

MISSISSIPPI STATE UNIVERSITY Landscape Architecture LA 4124: Construction Documents

Existing Asphalt

Professor Jason Walker

Street Sign

5'-0"

SHEET PREPARED BY:

Abbey Wallace

1

Plan View Black Aluminum Precast Frame

- Stamp Here -

Street Sign to Match Starkville the City Street Sign Standard

4,000 PSI Concrete Reinforced with Steel 1 2"

Russell Street Public Space Client: City of Starkville

Expansion Joint

2'-0"

1

Plan View

Red Stop Sign Standard

1'-1"

Brick Pavers with 83" Mortar Between 1" Mortar Bed

6"

8"

6"

1'-10"

Asphalt 6'-0"

1'-0"

4'-0"

REVISIONS

typ.

Compacted Limestone Aggregate #57

NO.

DESCRIPTION

DATE

BY

12'-5"

varies

6'-0"

98% Compacted Subgrade

10"

1'-0"

Existing Soil

Base Secured to Footing with 14" Bolts

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE:

2'-2"

SHEET TITLE

4,000 PSI Concrete Footing

1'-6"

Flatwork & Signage Details

2

Section

2

Section

L3.3

SHEET PREPARED FOR: MISSISSIPPI STATE UNIVERSITY Landscape Architecture LA 4124: Construction Documents Professor Jason Walker Retaining Wall

1 L3.1

3

L3.4

Galvanized Steel Hook

SHEET PREPARED BY:

9'-11" 1'-6"

Abbey Wallace X LX

5'-0

3/4

"

5/8"

R3

2'-1

2'-0"

6"

Seat Wall

- Stamp Here -

9'-8 3/8"

1

Plan View

Russell Street Public Space Client: City of Starkville

Retaining Wall

1 L3.1

Vertical Hook

3"

1'-3"

1 L3.1

REVISIONS NO.

DESCRIPTION

DATE

BY

Galvanized Steel Hook bolted in with 3" Concrete Screws

Vertical Hook Mount

1'-0"

1'-6"

Retaining Wall

7'-0" 5'-6"

4'-6"

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE: SHEET TITLE

Vertical Bike Storage Details

2

Elevation

3

Section

L3.4

39

38

39

0

ODD FELLOWS CEMETERY PROPERTY LINE

0

8

38

9

SHEET PREPARED FOR:

+ (389.50) 389

388

LA 4124: Construction Documents

+ (389.19) + BOW (389.17)

Professor Jason Walker 2%

+

BOW (389.00) +

(388.24) +

(3 90

BOW (382.67) +

0)

+ BOW (382.67) pe slo

TOW (392.00) +BOW (389.00) 85

W TO

1%

(3

.6

7)

84 7)

+(382.57) + BOC (382.00) TOC (382.50)

BOW (382.63) +

D2

(388.02) +

(388.38) +

(387.80) +

+ (387.78)

(387.80) +

+ (387.78)

+

BOW (382.53)

1% slope

SHEET PREPARED BY:

386 + (387.78)

(387.90) + + (388.00)

+ (387.82)

(387.94) + + (388.04)

Abbey Wallace 385 384 383

BOW (387.62) +

+ BOW (382.99)

+ BOW (387.46)

D4

D3

+ (388.00)

(388.16) + + (388.26)

TOW (392.00) BOW (389.00) +

.1

+ (382.67)

+ (388.00)

(388.12) + + (388.22)

+ BOW (388.56)

(3

383

(388.02) +

pe

TO W

slo

383

(388.34) + 2%

384

+ (388.22)

.0

(382.69) +

+ BOW (382.78)

(388.24) +

+ (388.22)

D1

W TO

+TOW (392.00) BOW (389.00)

TOW (384.17)

(388.22) + + (388.32)

(388.44) + + BOW (388.61)

TOW (385.67)

BOW (387.46) +

+ (387.88)

(388.00) + + (388.10)

)

(388.48) +

.00

TOW (392.00) BOW (389.50)+

+ TOW (390.00) BOW (389.00)

(388.26) + + (388.36)

+ TOW (390.00)

TOW (389.50)

D5

TOW (384.17)

+ BOW (382.00)

382

- Stamp Here -

0.5% slope

3

TOW (392.00) + BOW (389.00)

+ (387.92)

(388.04) + + (388.14)

pe

385 38

slo

+ BOW (389.00)

TO W( 38 9

slo

8

386

+ (389.21)

38

387

pe

4

5%

38

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

10' Existing Asphalt Drive

+ (389.41)

382 + (382.67) BOC (382.67) TOC (383.17) +

(382.58) +

Russell Street Public Space + BOC (382.45) TOC (382.95)

Client: City of Starkville

+ (381.40) RIM D6

REVISIONS NO.

DESCRIPTION

RUSSELL STREET LEGEND Drain Sequence

TOW BOW

Elevation Point Top of Wall

NOTES

PIPE DATA D1

6" HDPE Pipe @ 5% RIM: 4" Drain @ 388.34 Invert Out: 385.85

D3-D4

D1-D2

6" HDPE Pipe @ 5% RIM: 4" Drain @ 388.12 Invert In: 385.04 Invert Out: 384.84 6" HDPE Pipe @ 5% RIM: 4" Drain @ 387.90 Invert In: 384.12 Invert Out: 383.92

D4-D5

Drain Inlet Proposed Topography +

(ASPHALT)

Bottom of Wall

D2-D3

6" HDPE Pipe @ 5% RIM: 4" Drain @ 387.68 Invert In: 383.20 Invert Out: 383.00 8" HDPE Pipe @ 5% Invert In: 375.28 Invert Out: 375.08

D5-D6 10" HDPE Pipe @ 5% RIM: Drain @ 381.40 Invert In: 374.53 Invert Out: 374.33

1.

This drawing is based on information as provided on survey from Neel Schaeffer and Associates and LA 4124 or LA 6124 on August 30, 2016.

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: DATE: November 30, 2016

SHEET TITLE

Grading Plan

0'

5'

10'

20'

L4.0

DATE

BY

39

ODD FELLOWS CEMETERY PROPERTY LINE

0

(NATIVE WILDFLOWER MIX)

38

SHEET PREPARED FOR:

9

(H)

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

10' Existing Asphalt Drive 8

388

LA 4124: Construction Documents

38

387

Professor Jason Walker 386

SHEET PREPARED BY:

(CJ) (4) (IC) (11) (H) (16) (MV) (4)

385

Abbey Wallace

386

(AR) (3)

TURF 384

384

383

- Stamp Here -

382

383

(EP) (15)

(LT) (2)

(LT)(3) (CA) (8)

(H)(13)

(CA)(6)

382

Russell Street Public Space

(RF) (12)

Client: City of Starkville

(MS)(9) (EP)(27)

(RF)(15)

PLANT LIST SYMBOL

KEY BOTANICAL NAME TREES Magnolia virginiana MV 'Southern Charm' Teddy Bear LT

AR

Liriodendron tulipifera

Acer rubrum 'October Glory'

REVISIONS NO.

COMMON NAME Southern Magnolia Teddy Bear Tulip Poplar

Red Maple

QTY 8

7

3

SIZE 15 gallon 2.5" B&B

2" B&B

REMARKS

SYMBOL

KEY BOTANICAL NAME SHRUBS Camillia japonica CJ Ilex crenata IC CA Clethora alnifolia Miscanthus sinensis MS PERENNIALS Echinacea purpurea EP H Hemerocallis Rudbeckia fulgida RF GROUNDCOVER Native Wildflower Mix Kentucky Blue Grass

COMMON NAME

QTY

Japanese Camillia Japanese Holly Summersweet Silver Grass

4 11 13 9

Purple Coneflower Daylily Orange Coneflower

39 39 39

SIZE

DESCRIPTION

REMARKS

5 gal 3 gal 3 gal 3 gal

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE: SHEET TITLE

Planting Plan

184 sq. ft.

Seed 0'

5'

10'

20'

L5.0

DATE

BY

Central leader (see crown observations detail) Root ball modified as required

Top of root ball shall be flush with finish grade

SHEET PREPARED FOR: Round-topped soil berm 4" high x 8' wide above root ball surface shall begin at root ball periphery.

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water round the root ball to settle the soil.

LA 4124: Construction Documents Professor Jason Walker

Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown.

SHEET PREPARED BY:

Slope sides of loosened soil

Abbey Wallace

4" layer of mulch.

No more than 1" of mulch on top of root ball.

(See specifications for mulch) Existing Soil, Finished grade

- Stamp Here -

Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications.

Russell Street Public Space

2- See specifications for further requirements related to this detail.

1

Client: City of Starkville

Tree with Berm (Existing Soil Not Modified)

Top of root ball shall be flush REVISIONS

Loosened soil, dig and turn the soil to reduce the compaction to the area and depth shown 3" layer of mulch

NO.

DESCRIPTION

Round - topped soil berm

2-3" thick layer of mulch Finished grade

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: November 30, 2016 DATE:

Modified soil. Depth varies. (See specifications for soil modification) Existing soil Root ball rests on existing or recompacted soil

3x's widest dimension of root ball

2

Perennial Detail

3

SHEET TITLE

Planting Details

Shrub Detail

L5.1

DATE

BY

ODD FELLOWS CEMETERY 3 118'-58" 1 109'-104"

POB

3 14'-108"

1 8'-114"

5 20'-108" 1 4'-52"

MISSISSIPPI STATE UNIVERSITY Landscape Architecture

10'-10"

9'-1"

SHEET PREPARED FOR:

LA 4124: Construction Documents

PROPERTY LINE

Professor Jason Walker

86

2'

2" 4'-

8'

- Stamp Here -

1 4'-72"

R4

3'-

2"

4' typ.

R31' R33' R35'

4' -6 "

R4

12'

6' typ.

3 6'-5 4"

Abbey Wallace

5 38'-68"

5 35'-68"

1 38'-62"

1 28'-82"

typ.

5 25'-28"

3 21'-24"

3 20'-118"

6' typ.

8' typ.

SHEET PREPARED BY:

5 23'-68"

10' Existing Asphalt Drive

5 21'-68"

1 14'-32"

7 24'-48"

9'-2"

6' -4 7 8"

°

4°

1 7'-48"

1 4'-98"

1 13'-78"

3 35'-114"

reference line

1 8'-74"

4°

3 28'-64"

1 47'-7 4"

Russell Street Public Space

8'

R2

8'

1'- 1 0 8"

Client: City of Starkville

REVISIONS NO.

DESCRIPTION

PROJECT NO: DATUM: SURVEY: HORIZ SCALE: VERT SCALE: DESIGN: DRAWN: CHECKED: APPROVED: DATE: November 30, 2016

SHEET TITLE

LEGEND POB R typ.

Point of Beginning Radius Typical

NOTES 1.

Layout Plan

This drawing is based on information as provided on survey from Neel Schaeffer and Associates and LA 4124 or LA 6124 on August 30, 2016.

0'

5'

10'

20'

L6.0

DATE

BY