250826 _Tiverton Phase1_BID Set.pdf

PDF 7 MB Posted Sep 2, 2025

Attached to: Tiverton Public Library “Learning Landscape Phase I”
Solicitation number: 2025 - Library Landscape
Issued by: Newport County, Rhode Island

About this file

Written by GovTribe AI · Sep 2, 2025

These construction documents are for the Tiverton Public Library Learning Landscape Phase 1 project located at 34 Roosevelt Avenue in Tiverton, Rhode Island. The project involves landscape redesign and renovation, including a new storywalk path, site grading, planting, and various site improvements. The documents were prepared by Eponymous Practice landscape architecture studio and are dated August 26, 2025, issued for bidding. The project includes multiple alternate options, such as transplanting existing trees and adding shrub plantings, with a focus on creating an enhanced outdoor learning and reading environment around the library.

The project includes detailed specifications for site preparation, materials, and construction, with specific requirements for path construction, boulder retaining walls, split rail fencing, and landscaping. The site work involves removing existing vegetation, creating a winding storywalk path with specific grading and material requirements, installing storywalk sign posts, and implementing new lawn and shrub plantings. The documents provide comprehensive technical details, including construction methods, material specifications, and installation guidelines. The project appears to be funded locally and will be executed in phases, with careful attention to preserving existing site features and creating an engaging outdoor space for library patrons.

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GENERAL NOTES

1. Existing conditions and topography data are from a survey prepared by Civil Engineering Concepts, inc. 34A Main Street, Little Compton, RI 02837. Phone:

401-592-0177 Fax: 401-592-0178, Dated August 10, 2023.

2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense.

3. Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction.

4. Contractor shall leave site clean and orderly during construction process.

Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.

5. All operations will be conducted with the minimum interference to both vehicular and pedestrian traffic.

6. Contractor shall not close or obstruct any public street or sidewalk without permitfrom and notification of the proper authorities.

TIVERTON PUBLIC LIBRARY

LEARNING LANDSCAPE

PHASE 1

34 ROOSEVELT AVENUE

TIVERTON, RI 02878

Sheet Title

Sheet Number

Stamp

0' 32'16'8'

Job No.

Drawn by: Checked by:

Scale Date

Issuance Date Description

2216.02

EP JJ

eponymous practice landscape architecture studio

183 High Street Bristol, RI 02809

T 617-999-9345 www.eponymouspractice.com

06.02.2025 PERMITTING

1/16" = 1'-0" 08.26.2025

2 08.26.2025 ISSUED FOR BID

COVERSHEET

L-000

TIVERTON PUBLIC LIBRARY

LEARNING LANDSCAPE PHASE 1

SHEETS:

ISSUED 08.26.2025 FOR BID

L-000 COVER SHEET

SITE SURVEY

L-100 SITE DEMO AND PREPARATION

L-200 SITE MATERIALS & GRADING PLAN

L-300 SITE PLANTING PLAN

L-400 SITE DETAILS

242.20

DH PT 140

238.67

ESW

238.70

238.13

239.64

UP 105

239.91

ESW

240.03

239.50

241.39

241.80

ESW

244.57

UP 106

244.64

ESW

244.66

244.14

241.32

239.29

237.75

241.99

241.65

241.61

CONC

241.52

241.08

241.79

CONC

241.70

CONC

241.59

CONC50

241.37

CONC

241.38

CONC

241.15

CONC

241.21

CONC

241.07

BOT RAMP

241.11

CONC

240.91

CONC

240.93

CONC

240.88

CONC

240.69

TREE 6" [N]60

241.12

CONC

240.65

BOT STAIR

240.52

BOT STAIR

240.56

CONC

239.87

CONC

239.32

CONC

238.88

CONC

239.40

FSW

240.53

TLP WALL

237.88

CONC

237.41

FSW

240.29

TOP WALL

237.23

FSW

237.24

CONC

236.66

CONC

236.54

CONC

236.05

CONC

235.89

CONC

235.88

CONC

236.00

BIKE

235.90

BIKE

235.84

BIKE

235.86

236.75

FSW

240.27

TOP WALL

235.12

FACE STONE ST

235.57

FACE STONE

235.75

FACE STONE

235.70

FACE STONE

235.54

FACE STONE

236.22

FACE STONE

235.24

FACE STONE END

237.40

FSW 99

240.24

TOP WALL

240.58

TOP WALL

238.14

FSW

237.75

FSW

240.20

TOP WALL

237.83

FSW

240.27

TOP WALL

240.36

WALL

239.92

FSW END

240.45

240.41

241.89

241.66

242.12

242.27

243.81

242.91

SMH

242.87

SMH

243.93

SMH

244.06

SMH

242.87

243.75

243.59

243.42

245.57

245.40

245.88

244.98

245.52

VENT

245.67

245.73

243.12

243.57

243.62

243.34

242.90

242.67

TRASH

242.84

TRASH

242.74

TRASH

242.99

TRASH

244.71

245.25

245.68

245.85

EVEG

246.02

EVEG

245.49

EVEG

244.92

EVEG

243.65

EVEG

243.39

EVEG

242.86

EVEG

242.98

EVEG

242.93

EVEG

244.09

EVEG

243.17

CLSW SCATTERED

240.45

CLSW SCATTERED/CLSW

241.07

EVEG

240.19

EVEG

241.43

EVEG

242.19

EVEG

242.25

GS 159

241.64

239.50

GS161

239.44

EVEG

239.38

EVEG

241.18

EVEG

241.75

EVEG

241.14

EVEG

240.59

EVEG

239.86

EVEG

239.49

EVEG

237.64

EVEG

236.71

EVEG

236.19

EVEG

236.22

EVEG

236.01

EVEG

236.17

EVEG

233.23

235.92

236.37

235.90

233.98

EVEG

233.41

234.44

234.01

232.21

233.92

TOP RR

232.76

232.97

234.82

235.16

232.49

232.40

232.55

232.31

232.42

232.54

232.11

BOTTOM

232.17

BOTTOM

233.98

232.31

236.25

SHRUB DRIP

236.38

SHRUB DRIP

236.43

SHRUB DRIP

236.06

SHRUB DRIP

235.99

SHRUB DRIP

235.80

EVEG

235.42

EVEG

236.28

235.72

236.46

236.89

238.27

237.83

238.47

238.91

239.27

238.74

238.93

239.45

239.47

239.09

239.18

239.42

239.61

240.07

240.25

239.68

239.88

240.40

240.34

240.04

240.26

240.23

240.38

240.88

241.10

240.64

240.67

240.70

240.88

241.40

240.81

WG 297

241.00

241.50

241.09

241.21

241.67

241.22

241.32

241.79

242.11

BOT RAMP

243.53

DOOR

241.59

HYDRANT

241.99

241.68

241.87

242.14

242.56

242.30

ELEC BOX

242.76

242.32

243.13

242.46

242.65

243.14

242.97

243.76

243.99

243.46

243.16

243.58

243.25

242.86

242.72

242.70

242.66

243.19

243.17

242.62

242.71

243.23

243.10

SHRUB DRIP

243.17

SHRUB DRIP339

243.18

SHRUB DRIP

244.90

TREE 6" [N]

239.08

241.65

242.11

241.05

EVEG

242.08

241.31

240.91

TOP HEADWALL 6"

240.87

TOP HEADWALL 6"

240.46

239.22

239.23

239.41

240.40

241.22

GS355

240.91

240.27

239.96

239.87

240.81

239.64

239.93

EVEG

239.53

238.96

EVEG

238.18

EVEG

238.31

EVEG

238.41

EVEG

238.29

EVEG

237.71

EVEG

237.61

237.92

RR 371

238.51

238.96

TOP HEADWALL 6"

238.88

TOP HEADWALL 6"

236.72

236.38

236.36

236.34

236.59

236.53

236.45

236.57

236.90

TOP RR

236.17

236.50

236.77

236.35

236.04

236.39

236.54

239.75

DMH

BULGARMARSH ROAD

PLANTER

12" Dia. ADS STORM DRAIN

EXISTING DRAIN MANHOLE

RIM = 234.67

12" ADS INV = 231.94

EXISTING CATCH BASIN

SMH

EMH

HYD.

6" TREE

EXISTING LIBRARY BUILDING

STAIRCASE

RAMP

BUSH

INFIL. POND

FIL. PO

N D

EXISTING DRAIN MANHOLE

HYD.

CONCRETE SIDEWALK

EXIST.

X-FORMER

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

CATCH

233234

239238 24

240 242

24023923

TRASH REC.243.34

243.34

242.27 242.12

241.66

241.89

240.41 24

240.45

240.52

240.65

242.11

241.07

243.53

C.O.

320'±

127'±

L.O.W.

L.O .W

WOODLAND VEGETATION TO BE

CLEARED FOR PATH. TREES TO BE

FELLED WITH STUMPS REMOVED AND

ROOTS GRUBBED. TREE LIMBS AND

OTHER OVERHANGING BRANCHES TO

BE SELECTIVELY CUT BACK. REVIEW

WITH LANDSCAPE ARCHITECT IN FIELD

PRIOR TO COMMENCING CLEARING

OPERATIONS.

AREA OF PATH: CUT AND

REMOVE SOD, STRIP TOPSOIL

AND CUT SUBSOIL TO DEPTH

FOR PAVING BASE.

EXISTING WITCH-HAZEL TO BE

TRANSPLANTED. REFER TO PLANTING

PLAN FOR LOCATION

BASE BID: TREE TO BE FELLED, WITH

STUMP REMOVED AND ROOTS GRUBBED.

ADD ALTERNATE 1: EXISTING TREE TO BE

TRANSPLANTED. REFER TO PLANTING

PLAN FOR NEW LOCATION

EXISTING WALKS, CURBS,

SITEWALLS, AND BUILDING TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING SIDEWALK TO REMAIN AND BE

PROTECTED THROUGHOUT CONSTRUCTION

EXISTING TURF TO BE REMOVED. RETAIN TOPSOIL IN

PLACE FOR GRADING AND RE-SEEDING

EROSION CONTROL FENCING, TYP.

PROPOSED CONSTRUCTION ENTRANCE.

PROVIDE VEHICULAR TRACKING PAD TO

CONTROL SEDIMENT FROM LEAVING SITE

EXISTING SEPTIC SYSTEM TO

REMAIN AND BE PROTECTED

THROUGHOUT CONSTRUCTION.

CONTRACTOR TO STAKE OUT

BOUNDARY OF SEPTIC SYSTEM

PRIOR TO THE START OF

CONSTRUCTION. NO GRADING OR

EXCAVATION OVER EXISTING

SYSTEM.

CONSTRUCTION FENCE:

ORANGE SNOW FENCING,

TYPICAL.

L-100

24'-0"

EXISTING WALKS, CURB, SITE

WALLS AND BUILDING TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING VEGETATION TO REMAIN

GENERAL NOTES

1. Existing conditions and topography data are from a survey prepared by Civil Engineering Concepts, inc. 34A Main Street, Little Compton, RI 02837. Phone:

401-592-0177 Fax: 401-592-0178, Dated August 10, 2023.

2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense.

4. Contractor shall leave site clean and orderly during construction process.

Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.

5. All operations will be conducted with the minimum interference to both vehicular and pedestrian traffic.

6. Contractor shall not close or obstruct any public street or sidewalk without permitfrom and notification of the proper authorities.

TIVERTON PUBLIC LIBRARY

LEARNING LANDSCAPE

PHASE 1

34 ROOSEVELT AVENUE

TIVERTON, RI 02878

Sheet Title

Sheet Number

Stamp

0' 32'16'8'

Job No.

Drawn by: Checked by:

Scale Date

Issuance Date Description

2216.02

EP JJ

eponymous practice landscape architecture studio

183 High Street Bristol, RI 02809

T 617-999-9345 www.eponymouspractice.com

06.02.2025 PERMITTING

1/16" = 1'-0" 08.26.2025

2 08.26.2025 ISSUED FOR BID

SITE DEMO &

PREPARATION

PLAN

L-100

1/16" = 1'-0" 30 MAY 2025

SITE DEMOLITION NOTES

1. Contractor shall verify all existing conditions in the field and report any discrepancies between plans and actual conditions to Landscape Architect before beginning work.

2. Building, structure and paving removal shall include the disconnection and capping of any utilities, footings, slabs, associated base material and satisfactory off-site disposal of all debris produced through the removal operations.

3. Tree and shrub removal shall include the felling, cutting, grubbing out of roots and satisfactory off-site disposal of all stumps vegetative and extraneous debris produced through the removal operations.

4. Existing trees and shrubs to remain shall not be altered under any circumstances and must remain in the same condition as observed prior to construction.

5. No heavy machinery is to be used within the root system of existing trees. Excavation within root system zones is to be performed by hand.

6. Any items scheduled to remain which are damaged by Contractor's operations shall be at Contractor's expense.

7. Any items scheduled to be stockpiled on site which are damaged by Contractor's operations shall be at Contractor's expense.

8. Area for stockpiled items shall be located by Landscape Architect and approved by owner prior to removal operations.

9. Contractor shall leave work site free of any debris at the end of each day's operations.

10. All erosion and sediment control measures to be installed prior to the start of any construction activites.

12" DIA. COIR LOG, TYP.

2X2X24" WOOD STAKE @3' O.C.

OR AS NEEDED TO SECURE

FLOW

NOTE: CONTRACTOR TO PROVIDE

AND MAINTAIN EROSION CONTROL

FOR CONTROL OF RUNOFF OF SILT

UNTIL ALL DISTURBED AREAS HAVE

BEEN PERMANENTLY STABILIZED.

CONTRACTOR TO REMOVE ALL

EROSION CONTROL MEASURES AT

THE COMPLETION AND

ACCEPTANCE OF THE PROJECT.

EROSION CONTROL DETAIL

Scale: 3/4" = 1'-0"1

L.O.W.

DESCRIPTIONSYMBOL

LEGEND

PLANT TO BE TRANSPLANTED

AREA OF PATH: TURF, TOPSOIL,

AND SUBSOIL TO BE REMOVED

TO DEPTH OF PAVING BASE

TURF TO BE REMOVED;

TOPSOIL TO REMAIN

WOODLAND VEGETATION TO BE

CLEARED FOR PATH

EROSION CONTROL FENCING

CONSTRUCTION FENCING

LIMIT OF WORK

data are from a survey prepared by Civil Engineering Concepts, inc. 34A Main Street, Little Compton, RI 02837. Phone:

401-592-0177 Fax: 401-592-0178, Dated August 10, 2023.

2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense.

4. Contractor shall leave site clean and orderly during construction process.

Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.

5. All operations will be conducted with the minimum interference to both vehicular and pedestrian traffic.

6. Contractor shall not close or obstruct any public street or sidewalk without permitfrom and notification of the proper authorities.

TIVERTON PUBLIC LIBRARY

LEARNING LANDSCAPE

PHASE 1

34 ROOSEVELT AVENUE

TIVERTON, RI 02878

Sheet Title

Sheet Number

Stamp

0' 32'16'8'

Job No.

Drawn by: Checked by:

Scale Date

Issuance Date Description

2216.02

EP JJ

eponymous practice landscape architecture studio

183 High Street Bristol, RI 02809

T 617-999-9345 www.eponymouspractice.com

06.02.2025 PERMITTING

1/16" = 1'-0" 08.26.2025

2 08.26.2025 ISSUED FOR BID

SITE MATERIALS

& GRADING PLAN

L-200

1/16" = 1'-0" 30 MAY 2025

LAYOUT NOTES

1. Do not scale drawings.

2. Contractor shall verify all existing conditions and layout dimensions in the field. Report any discrepancies to the Landscape Architect for design prior to commencing construction.

3. Stake or otherwise flag all design elements and features in the field. Obtain Landscape Architect's approval prior to commencing construction.

4. All dimensions from structure are from face of finish of exterior wall unless otherwise stated.

5. All angles are assumed to be 90 degrees unless otherwise stated.

6. See planting plans for location of trees and shrubs, planting beds and extent of sodding and seeding.

7. See architectural drawings for all building dimensions.

8. Dimensions at curbs of pavement edging are given from outside face of curb to outside face of curb unless otherwise stated.

9. Any changes proposed to dimensions shown on this drawing shall be approved by the Landscape Architect prior to construction.

GRADING NOTES

1. Contractor shall verify all existing grades in the field and report any discrepancies immediately to the landscape architect.

2. Stake proposed finish grade and cut/fills of existing grade in the field. Obtain Landscape Architect's approval prior to commencing construction.

3. Slope away from all buildings.

4. Provide vertical curves or roundings at abrupt changes in grade unless otherwise noted. Blend new earthwork smoothly into existing grades.

5. Maintain existing grades at existing plant material to remain

6. Grade surfaces to assure positive drainage from all structures and to prevent ponding of surface drainage.

7. All fill material is subject to approval by Landscape Architect.

8. Pitch evenly between spot grades. All paved areas must pitch to drain at a minimum of 1/8” per foot, unless otherwise noted. Any discrepancies not allowing this to occur shall be reported to the Landscape Architect prior to continuing work.

9. Once grading operations are completed, all disturbed areas within or outside of the limits of work shall be stabilized by fine grading and seeding or mulching as directed by the Landscape Architect.

10. All erosion control measures are to be constructed to meet field conditions at the time of construction and prior to any grading or disturbance of existing material on balance of site.

242.20

DH PT 140

237.40

ESW

237.47

236.92

238.67

ESW

238.70

238.13

239.64

UP 105

239.91

ESW

240.03

239.50

241.39

241.80

ESW

244.57

UP 106

244.64

ESW

244.66

244.14

241.32

239.29

237.75

241.99

241.65

241.61

CONC

241.52

241.08

241.79

CONC

241.70

CONC

241.59

CONC50

241.37

CONC

241.38

CONC

241.15

CONC

241.21

CONC

241.07

BOT RAMP

241.11

CONC

240.91

CONC

240.93

CONC

240.88

CONC

240.69

TREE 6" [N]60

241.12

CONC

240.65

BOT STAIR

240.52

BOT STAIR

240.56

CONC

239.87

CONC

239.32

CONC

238.88

CONC

239.40

FSW

240.53

TLP WALL

237.88

CONC

237.41

FSW

240.29

TOP WALL

237.23

FSW

237.24

CONC

236.66

CONC

236.54

CONC

236.05

CONC

235.89

CONC

235.88

CONC

236.00

BIKE

235.90

BIKE

235.84

BIKE

235.86

236.75

FSW

240.27

TOP WALL

235.12

FACE STONE ST

235.57

FACE STONE

235.75

FACE STONE

235.70

FACE STONE

235.54

FACE STONE

236.22

FACE STONE

235.24

FACE STONE END

237.40

FSW 99

240.24

TOP WALL

240.58

TOP WALL

238.14

FSW

237.75

FSW

240.20

TOP WALL

237.83

FSW

240.27

TOP WALL

240.36

WALL

239.92

FSW END

240.45

240.41

241.89

241.66

242.12

242.27

243.81

242.91

SMH

242.87

SMH

243.93

SMH

244.06

SMH

242.87

243.75

243.59

243.42

245.57

245.40

245.88

244.98

245.52

VENT

245.67

245.73

243.12

243.57

243.62

243.34

242.90

242.67

TRASH

242.84

TRASH

242.74

TRASH

242.99

TRASH

244.71

245.25

245.68

245.85

EVEG

246.02

EVEG

245.49

EVEG

244.92

EVEG

243.65

EVEG

243.39

EVEG

242.86

EVEG

242.98

EVEG

242.93

EVEG

244.09

EVEG

243.17

CLSW SCATTERED

240.45

CLSW SCATTERED/CLSW

241.07

EVEG

240.19

EVEG

241.43

EVEG

242.19

EVEG

242.25

GS 159

241.64

239.50

GS161

239.44

EVEG

239.38

EVEG

241.18

EVEG

241.75

EVEG

241.14

EVEG

240.59

EVEG

239.86

EVEG

239.49

EVEG

237.64

EVEG

236.71

EVEG

236.19

EVEG

236.22

EVEG

236.01

EVEG

236.17

EVEG

233.23

235.92

236.37

235.90

233.98

EVEG

233.41

234.44

234.01

232.21

236.21

236.17

234.16

235.84

233.07

232.07

232.20

BB RR

232.10

BB RR

235.60

TB/EVEG

232.43

233.92

TOP RR

232.54

232.76

BB/RR

232.92

BB/RR

232.97

232.66

232.79

234.82

235.16

232.17 226 232.35

INSP PORT

232.49

232.40

232.55

232.31

232.42

232.54

232.11

BOTTOM

232.17

BOTTOM

232.24

BOTTOM

233.98

232.31

236.25

SHRUB DRIP

236.38

SHRUB DRIP

236.43

SHRUB DRIP

236.06

SHRUB DRIP

235.99

SHRUB DRIP

235.80

EVEG

235.42

EVEG

236.28

235.72

236.46

236.89

238.27

237.83

238.47

238.91

239.27

238.74

238.93

239.45

239.47

239.09

239.18

239.42

239.61

240.07

240.25

239.68

239.88

240.40

240.34

240.04

240.26

240.23

240.38

240.88

241.10

240.64

240.67

240.70

240.88

241.40

240.81

WG 297

241.00

241.50

241.09

241.21

241.67

241.22

241.32

241.79

242.11

BOT RAMP

243.53

DOOR

241.59

HYDRANT

241.99

241.68

241.87

242.14

242.56

242.30

ELEC BOX

242.76

242.32

243.13

242.46

242.65

243.14

242.97

243.76

243.99

243.46

243.16

243.58

243.25

242.86

242.72

242.70

242.66

243.19

243.17

242.62

242.71

243.23

243.10

SHRUB DRIP

243.17

SHRUB DRIP339

243.18

SHRUB DRIP

244.90

TREE 6" [N]

239.08

241.65

242.11

241.05

EVEG

242.08

241.31

240.91

TOP HEADWALL 6"

240.87

TOP HEADWALL 6"

240.46

239.22

239.23

239.41

240.40

241.22

GS355

240.91

240.27

239.96

239.87

240.81

239.64

239.93

EVEG

239.53

238.96

EVEG

238.18

EVEG

238.31

EVEG

238.41

EVEG

238.29

EVEG

237.71

EVEG

237.61

237.92

RR 371

238.51

238.96

TOP HEADWALL 6"

238.88

TOP HEADWALL 6"

236.72

236.38

236.36

236.34

236.59

236.53

236.45

236.57

236.90

TOP RR

236.17

236.50

236.77

236.35

236.04

236.39

236.54

239.75

DMH

F-2

E-6

BULGARMARSH ROAD

PLANTER

12" Dia. ADS STORM DRAIN

EXISTING DRAIN MANHOLE

RIM = 234.67

12" ADS INV = 231.94

EXISTING CATCH BASIN

EXISTING 12" DISCHARGE

SMH

EMH

HYD.

6" TREE

EXISTING LIBRARY BUILDING

STAIRCASE

RAMP

BUSH

INFIL. POND

FIL. PO

N D

EXISTING DRAIN MANHOLE

HYD.

CONCRETE SIDEWALK

EXIST.

X-FORMER

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

CATCH

233234235

239238 24

242240

240 242

24023923

233 235

TRASH REC.243.34

243.34

242.27 242.12

241.66

241.89

240.41 24

240.45

240.52

240.65

242.11

241.07

243.53

C.O.

320'±

127'±

MEET EXISTING WALK SMOOTHLY

AND CONSISTENTLY

TW 244.5 +/-

TW 245.5 +/-

+243.5

+243.66

L.O.W.

L.O .W

STORYWALK PATH

FURNISHINGS PROVIDED BY OWNER; CONTRACTOR TO

PLACE PER LIBRARY'S DIRECTION

STORYWALK SIGN POST, TYP.

EXISTING BOULDER

TO REMAIN AND BE

PROTECTED DURING

CONSTRUCTION

BOULDER RETAINING WALL

SPLIT RAIL FENCE

SPLIT RAIL FENCE2,3

L-400

2,3 L-400

30'-0"

6'-10"

18'-4"

25'-4"

22'-7"

25'-7"

47'-5"

33'-1"

33'-6"

3'-4"

15'-9"

7'-5"

28'-6" 13'-0"

7'-8"

EQ.

12'-8"

EQ.

17'-5"

34'-11"

33'-7"

PATHWAY LAYOUT

DIMENSIONS ARE TO

CENTERLINE OF PATH

13'-5"

TO FACE OF RETAINING

WALL V.I.F

15'R

20'R

15'R

15'R 20'R

15'R

15'R 20'R

38'-2"

29'-9"

11'-6"

7'-3"

46'-7"

6'-11"

38'-11" 5'R

5'R

5'-0"

PATH AND EXCAVATION OF

PATH TO REMAIN OUTSIDE

A 5'-0" OFFSET OF

EXISTING SEPTIC SYSTEM

STORYWALK SIGNS TO BE STAKED IN THE

FIELD BY CONTRACTOR AND APPROVED BY

LIBRARY AND LANDSCAPE ARCHITECT PRIOR

TO CONSTRUCTION.

12'-2"

'-1

'-0

66'-0"

STORYWALK PATH CENTERLINE TO BE STAKED

IN THE FIELD BY CONTRACTOR AND APPROVED

BY LIBRARY AND LANDSCAPE ARCHITECT

PRIOR TO CONSTRUCTION.

1.8% MAX

5'-0"

DESCRIPTIONSYMBOL

LEGEND

STORYWALK PAVING

SPLIT RAIL FENCE

STORYWALK SIGN

BOULDER RETAINING WALL

L.O.W. LIMIT OF WORK

245 PROPOSED CONTOURS

EXISTING CONTOURS

PROPOSED SPOT GRADE

EXISTING SPOT GRADE242.11

TW 254.5

data are from a survey prepared by Civil Engineering Concepts, inc. 34A Main Street, Little Compton, RI 02837. Phone:

401-592-0177 Fax: 401-592-0178, Dated August 10, 2023.

2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense.

4. Contractor shall leave site clean and orderly during construction process.

Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.

5. All operations will be conducted with the minimum interference to both vehicular and pedestrian traffic.

6. Contractor shall not close or obstruct any public street or sidewalk without permitfrom and notification of the proper authorities.

TIVERTON PUBLIC LIBRARY

LEARNING LANDSCAPE

PHASE 1

34 ROOSEVELT AVENUE

TIVERTON, RI 02878

Sheet Title

Sheet Number

Stamp

0' 32'16'8'

Job No.

Drawn by: Checked by:

Scale Date

Issuance Date Description

2216.02

EP JJ

eponymous practice landscape architecture studio

183 High Street Bristol, RI 02809

T 617-999-9345 www.eponymouspractice.com

06.02.2025 PERMITTING

1/16" = 1'-0" 08.26.2025

2 08.26.2025 ISSUED FOR BID

SITE PLANTING

PLAN

L-300

1/16" = 1'-0" 30 MAY 2025

PLANTING NOTES

1. The Contractor shall supply all plant material in quantities sufficient to complete the planting shown on all drawings.

2. Contractor shall verify all existing conditions in the field. Report any discrepancies to the Landscape Architect for design prior to commencing planting.

3. All plant material shall conform to the guidelines established by “The American Standard for Nursery Stock” published by the American Nursery and Landscape Association, latest edition.

4. All plants shall be balled and burlap unless otherwise noted on the plant list.

5. All plants shall be approved by Landscape Architect prior to their installation at the site.

6. Preliminary layout is required to confirm planting layout and alignment. Contractor shall mark up layout of proposed planting areas using stakes, paint, tape or other temporary measures sufficient for Architect and Owner to review and approve layout and alignment prior to construction.

7. Plants to be transplanted shall be flagged and exact planting locations staked in the field. Layout of transplanted trees shall adhere to requirements described in note #8.

8. Individual trees shall be located in the field as indicated on the Drawings for Architect's and Owner's approval prior to planting. Contractor shall provide one foreman, one loader with operator and two laborers to work with Architect in the field to determine the final location and orientation of each tree prior to planting. It is anticipated that this process may take several days to complete.

Contractor shall plan to have this layout crew available to work with Architect at a slow and deliberate pace in order to achieve the desired results.

9. Individual shrubs, groundcovers, and grasses shall be laid out by the Contractor at the spacing indicated on the drawings for review and approval by the Architect and Owner prior to planting. Plants shall be turned to the desired orientation as directed by the Architect or Owner.

10. Plants shall be installed with the same relationship to finish grade as in the nursery.

11. All areas disturbed by construction activities are to be fine graded and seeded.

242.20

DH PT 140

237.40

ESW

237.47

236.92

238.67

ESW

238.70

238.13

239.64

UP 105

239.91

ESW

240.03

239.50

241.39

241.80

ESW

244.57

UP 106

244.64

ESW

244.66

244.14

241.32

239.29

237.75

241.99

241.65

241.61

CONC

241.52

241.08

241.79

CONC

241.70

CONC

241.59

CONC50

241.37

CONC

241.38

CONC

241.15

CONC

241.21

CONC

241.07

BOT RAMP

241.11

CONC

240.91

CONC

240.93

CONC

240.88

CONC

240.69

TREE 6" [N]60

241.12

CONC

240.65

BOT STAIR

240.52

BOT STAIR

240.56

CONC

239.87

CONC

239.32

CONC

238.88

CONC

239.40

FSW

240.53

TLP WALL

237.88

CONC

237.41

FSW

240.29

TOP WALL

237.23

FSW

237.24

CONC

236.66

CONC

236.54

CONC

236.05

CONC

235.89

CONC

235.88

CONC

236.00

BIKE

235.90

BIKE

235.84

BIKE

235.86

236.75

FSW

240.27

TOP WALL

235.12

FACE STONE ST

235.57

FACE STONE

235.75

FACE STONE

235.70

FACE STONE

235.54

FACE STONE

236.22

FACE STONE

235.24

FACE STONE END

237.40

FSW 99

240.24

TOP WALL

240.58

TOP WALL

238.14

FSW

237.75

FSW

240.20

TOP WALL

237.83

FSW

240.27

TOP WALL

240.36

WALL

239.92

FSW END

240.45

240.41

241.89

241.66

242.12

242.27

243.81

242.91

SMH

242.87

SMH

243.93

SMH

244.06

SMH

242.87

243.75

243.59

243.42

245.57

245.40

245.88

244.98

245.52

VENT

245.67

245.73

243.12

243.57

243.62

243.34

242.90

242.67

TRASH

242.84

TRASH

242.74

TRASH

242.99

TRASH

244.71

245.25

245.68

245.85

EVEG

246.02

EVEG

245.49

EVEG

244.92

EVEG

243.65

EVEG

243.39

EVEG

242.86

EVEG

242.98

EVEG

242.93

EVEG

244.09

EVEG

243.17

CLSW SCATTERED

240.45

CLSW SCATTERED/CLSW

241.07

EVEG

240.19

EVEG

241.43

EVEG

242.19

EVEG

242.25

GS 159

241.64

239.50

GS161

239.44

EVEG

239.38

EVEG

241.18

EVEG

241.75

EVEG

241.14

EVEG

240.59

EVEG

239.86

EVEG

239.49

EVEG

237.64

EVEG

236.71

EVEG

236.19

EVEG

236.22

EVEG

236.01

EVEG

236.17

EVEG

233.23

235.92

236.37

235.90

233.98

EVEG

233.41

234.44

234.01

232.21

236.21

236.17

234.16

235.84

233.07

232.07

232.20

BB RR

232.10

BB RR

235.60

TB/EVEG

232.43

233.92

TOP RR

232.54

232.76

BB/RR

232.92

BB/RR

232.97

232.66

232.79

234.82

235.16

232.17 226 232.35

INSP PORT

232.49

232.40

232.55

232.31

232.42

232.54

232.11

BOTTOM

232.17

BOTTOM

232.24

BOTTOM

233.98

232.31

236.25

SHRUB DRIP

236.38

SHRUB DRIP

236.43

SHRUB DRIP

236.06

SHRUB DRIP

235.99

SHRUB DRIP

235.80

EVEG

235.42

EVEG

236.28

235.72

236.46

236.89

238.27

237.83

238.47

238.91

239.27

238.74

238.93

239.45

239.47

239.09

239.18

239.42

239.61

240.07

240.25

239.68

239.88

240.40

240.34

240.04

240.26

240.23

240.38

240.88

241.10

240.64

240.67

240.70

240.88

241.40

240.81

WG 297

241.00

241.50

241.09

241.21

241.67

241.22

241.32

241.79

242.11

BOT RAMP

243.53

DOOR

241.59

HYDRANT

241.99

241.68

241.87

242.14

242.56

242.30

ELEC BOX

242.76

242.32

243.13

242.46

242.65

243.14

242.97

243.76

243.99

243.46

243.16

243.58

243.25

242.86

242.72

242.70

242.66

243.19

243.17

242.62

242.71

243.23

243.10

SHRUB DRIP

243.17

SHRUB DRIP339

243.18

SHRUB DRIP

244.90

TREE 6" [N]

239.08

241.65

242.11

241.05

EVEG

242.08

241.31

240.91

TOP HEADWALL 6"

240.87

TOP HEADWALL 6"

240.46

239.22

239.23

239.41

240.40

241.22

GS355

240.91

240.27

239.96

239.87

240.81

239.64

239.93

EVEG

239.53

238.96

EVEG

238.18

EVEG

238.31

EVEG

238.41

EVEG

238.29

EVEG

237.71

EVEG

237.61

237.92

RR 371

238.51

238.96

TOP HEADWALL 6"

238.88

TOP HEADWALL 6"

236.72

236.38

236.36

236.34

236.59

236.53

236.45

236.57

236.90

TOP RR

236.17

236.50

236.77

236.35

236.04

236.39

236.54

239.75

DMH

F-2

E-6

BULGARMARSH ROAD

PLANTER

12" Dia. ADS STORM DRAIN

EXISTING DRAIN MANHOLE

RIM = 234.67

12" ADS INV = 231.94

EXISTING CATCH BASIN

EXISTING 12" DISCHARGE

SMH

EMH

HYD.

6" TREE

EXISTING LIBRARY BUILDING

STAIRCASE

RAMP

BUSH

INFIL. POND

FIL. PO

N D

EXISTING DRAIN MANHOLE

HYD.

CONCRETE SIDEWALK

EXIST.

X-FORMER

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

CATCH

233234235

239238 24

242240

240 242

24023923

233 235

TRASH REC.243.34

243.34

242.27 242.12

241.66

241.89

240.41 24

240.45

240.52

240.65

242.11

241.07

243.53

C.O.

320'±

127'±

L.O.W.

L.O .W

SEEDED LAWN

SEEDED LAWN 8

L-400

TRANSPLANTED WITCH-HAZEL

ALTERNATE 2: VIBURNUM DENTATUM (6)

ALTERNATE 2: COMPTONIA PEREGRINA (22)

REFER TO PLANTING NOTE 9 FOR LAYOUT

L-400

ALTERNATE 1:TRANSPLANTED TREE 6

L-400

ALTERNATE 2: CONTRACTOR TO PREPARE PLANTING

BED AND ADD MULCH FOR PLANTINGS

PLANTING SCHEDULE COMMON

LATIN NAME NAME QTY SIZE COMMENTS

ALTERNATE 2: SHRUBS

CP Comptonia peregrina Sweetfern 22 4" pot VD Viburnum dentatum 'Chicago Lustre' Arrowwood 6 #5 Container

DESCRIPTIONSYMBOL

LEGEND

LAWN

TRANSPLANTED TREE/SHRUB

L.O.W. LIMIT OF WORK

CP ALTERNATE 2: PROPOSED

SHRUBS

LAWN SEED:

MICROCLOVER BLACK BEAUTY/PLAYERS BEST SEED MIX BY SODCO.

PO BOX 2, 264 EXETER ROAD, SLOCUM, RI 02877

1-800-341-6900

WWW.SODCO.NET

STORYWALK SIGN

Scale: 3/4" = 1'-0"5

GENERAL NOTES

1. Existing conditions and topography data are from a survey prepared by Civil Engineering Concepts, inc. 34A Main Street, Little Compton, RI 02837. Phone:

401-592-0177 Fax: 401-592-0178, Dated August 10, 2023.

2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense.

4. Contractor shall leave site clean and orderly during construction process.

Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.

5. All operations will be conducted with the minimum interference to both vehicular and pedestrian traffic.

6. Contractor shall not close or obstruct any public street or sidewalk without permitfrom and notification of the proper authorities.

TIVERTON PUBLIC LIBRARY

LEARNING LANDSCAPE

PHASE 1

34 ROOSEVELT AVENUE

TIVERTON, RI 02878

Sheet Title

Sheet Number

Stamp

0' 32'16'8'

Job No.

Drawn by: Checked by:

Scale Date

Issuance Date Description

2216.02

EP JJ

eponymous practice landscape architecture studio

183 High Street Bristol, RI 02809

T 617-999-9345 www.eponymouspractice.com

06.02.2025 PERMITTING

1/16" = 1'-0" 08.26.2025

2 08.26.2025 ISSUED FOR BID

SITE DETAILS

L-400

AS NOTED 30 MAY 2025

CONCRETE SONO-TUBE FOOTING

UNDISTURBED SUBGRADE

R O

SECTION

STORYWALK SIGN POST

BASE PLATE. SECURE POST TO

FOOTING USING MANUFACTURER'S

HARDWARE AND INSTRUCTIONS

STORYWALK PATH

1'-6"

10"

PLAN VIEW

10"

MOUNTING FLANGE

STORYWALK SIGN POST

CONCRETE

SONOTUBE

SIGN PANEL SHALL

FACE STORYWALK

NOTE: STORYWALK SIGNS TO BE

PROVIDED BY OWNER FOR

CONTRACTOR INSTALLATION

ASPHALT PAVING – PEDESTRIAN

2 1/2" BINDER COURSE

COMPACTED AGGREGATE BASE

UNDISTRURBED OR COMPACTED

SUBGRADE

OIL & STONE COURSE

STONE COLOR TO BE BROW/TAN.

CONTRACTOR TO SUBMIT

SAMPLE OF STONE TO LA FOR

REVIEW AND APPROVAL

NOTE: PAVING WORK AND MATERIALS FOR

CONSTRUCTION SHALL CONFORM TO RIDOT

SPECIFICATIONS

10"

EXTEND BASE BEYOND EDGE OF

STORYWALK

REMOVE ALL ROPE, BURLAP, WIRE OR

CONTAINER FROM ROOTBALL; GENTLY

LOOSEN OR SCORE AREAS OF DENSE

ROOT GROWTH.

2" DEPTH PLANTING MULCH: MULCH TO BE

100% FINE SHREDDED, DARK, CEDAR BARK,

FREE FROM ROT, LEAVES, TWIGS, DEBRIS,

OR STONES.

POSITION ROOT CROWN FLUSH OR HIGHER

THAN FINISH GRADE

PLANTING SOIL

SCARIFY SUBGRADE 6" MIN

COMPACTED FILL OR UNDISTURBED

SUBGRADE

" M

CONTRACTOR TO SUBMIT REPRESENTATIVE

PHOTOS OF SHRUBS TO LA FOR REVIEW AND

APPROVAL

COMPACTED OR

UNDISTURBED SUBGRADE

SEEDED MICROCLOVER LAWN:

MICROCLOVER BLACK

BEAUTY/PLAYERS BEST SEED MIX

BY SODCO

EXISTING TOPSOIL, GRADED

TO FINISH GRADE AND RAKED

SMOOTH

SEEDED LAWN

CONTRACTOR TO SUBMIT SAMPLE OF SEED MIX AND

PRODUCT DATA/CERTIFICATE TO LA FOR APPROVAL

6" M

STORYWALK PATH

FIELDSTONE BOULDERS TO RETAIN GRADE

EXISTING CURB AND

PAVEMENT

COMPACTED AGGREGATE

BASE

COMPACTED OR

UNDISTURBED SUBGRADE

VARIES - 18" MIN.

4'-0"

BOULDER SIZE VARIES FROM 18-36" to 24-48".

COLOR TO BE BROWN/LIGHT GREY. BOULDERS

TO BE FREE FROM CRACKS, GOUGES,

SCRATCHES, PAINT OR OTHER VISUAL OR

STRUCUTRAL DEFECTS

CONTRACTOR TO SUBMIT PHOTOS OF

REPRESENTATIVE BOULDERS TO LANDSCAPE

ARCHITECT FOR REVIEW AND APPROVAL

STORYWALK PAVING

Scale: 1 1/2" = 1'-0"1

BOULDER RETAINING WALL

Scale: 1" = 1'-0"4

SPLIT RAIL FENCE POST

Scale: 3/4" = 1'-0"2 SPLIT RAIL FENCE PRECEDENT IMAGE

Scale: 1" = 1'-0"3

LAWN PLANTING

Scale: 3/4" = 1'-0"8ALTERNATE 2: SHRUB PLANTING

Scale: 1 1/2" = 1'-0"7

4' -0

-0 " M

IN COMPACTED GRAVEL

SUBGRADE

PRESSURE TREATED SOUTHERN

YELLOW PINE SPLIT RAIL FENCE

POST, 6'-0" ON CENTER

16 GAUGE PVC-COATED WELDED

WIRE 2"X3" MESH, ATTACHED TO

RAILS WITH STAINLESS STEEL

FASTENERS

3' -0

CONTRACTOR TO SUBMIT PRODUCT

INFO/DATA FOR POST, RAIL AND MESH TO

LA FOR APPROVAL

AS NOTED

2" MULCH SAUCER - NOT TOUCHING

TRUNK

PLANTING SOIL MIX

COMPACTED FILL OR UNDISTURBED SUBGRADE

TEST PITS FOR DRAINAGE PRIOR TO

PLANTING. IF DRAINAGE PROBLEMS

EXIST INFORM LANDSCAPE

ARCHITECT.

SET TRUNK FLARE/TOP OF ROOT BALL FLUSH WITH

FINISH GRADE OR SLIGHTLY HIGHER AS DIRECTED BY

LANDSCAPE ARCHITECT. EACH TREE MUST HAVE

TRUNK FLARE VISIBLE AT THE TOP OF THE ROOT BALL.

TREES WHERE TRUNK FLARE IS NOT VISIBLE SHALL BE

REJECTED. DO NOT COVER THE TOP OF THE ROOT

BALL WITH SOIL.

PLACE ROOTBALL ON DRAINAGE

LAYER, TAMP PLANTING SOIL

AROUND BOTTOM EDGE OF

ROOTBALL TO PREVENT SHIFTING

REMOVE ALL ROPE, WIRE OR

BASKET AND BURLAP MATERIAL

FROM TOP AND SIDES OF

ROOTBALL BEFORE BACKFILLING.

SECTION

(2X ROOTBALL DIAMETER MIN)

ALTERNATE 1: TREE PLANTING

Scale: 1 1/2" = 1'-0"6

COVERSHEET-COVER

L-000-SURVEY

L-100-SITE DEMO & PREP

L-200-SITE LAYOUT, MATERIALS & GRADING

L-300-SITE PLANTING

L-400-SITE DETAILS

File details come from the government source that posted it. Updated Sep 2, 2025.