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