REVISIONS CHARLIE SMATHERS ISLAND PARK - … · REVISIONS Charlie Smathers Island ParkPlayground...

REVISIONS

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SPRINGFIELD, OREGONPLAYGROUND IMPROVEMENTS

G0.0 COVER SHEET

G1.0 EXISTING CONDITIONS

C1.0 EROSION CONTROL PLAN

C1.1 EROSION CONTROL DETAILS

L1.0 DEMOLITION AND TREE PROTECTION PLAN

L2.0 SITE PLAN

L3.0 LAYOUT PLAN

L4.0 GRADING PLAN

L5.0 LANDSCAPE PLAN

L6.0 SITE DETAILS

SHEET INDEX

WILLAMALANE PARKS AND REC. DISTRICT

250 SOUTH 32ND STREET

SPRINGFIELD, OREGON 97478

OFFICE: (541) 736-4050

CONTACT: KRISTINA KOENIG

EMAIL: [email protected]

BRANCH ENGINEERING, INC.

CONTACT: DANIEL A. NELSON

310 5th STREET


OFFICE: (541) 746-0637

EMAIL: [email protected]

CHARLIE SMATHERS ISLAND PARK

EXISTING CONDITIONS

THE EXISTING SITE IS COVERED BY A WOOD CHIP PLAY AREA,

LANDSCAPING, AND CONCRETE WALKWAYS. A SMALL SLOUGH RUNS

ADJACENT TO THE SITE. EXISTING LANDSCAPED AREAS ARE

COMPOSED OF GRASS, TREES, AND SHRUBS.

PROPOSED CONDITIONS

THE SCOPE OF THE PROJECT CONSISTS OF REPLACING THE WOOD

CHIP SURFACING AT THE EXISTING PLAY AREA WITH A NEW TILE

SURFACING. THE EXISTING PLAY EQUIPMENT WILL REMAIN. A NEW

CONCRETE WALK WILL SURROUND THE PERIMETER OF THE PLAY

AREA. NEW SAND PLAY, BENCHES AND LANDSCAPING ARE ALSO

PROVIDED. THE NEW PLAYGROUND WILL CONTINUE TO BE USED AS

A PUBLIC PARK.

SOIL TYPES

ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE

WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPE IS FLUVENTS

(NRCS SOIL #48.)

ISLAND PARK

200 WEST B STREET


TAX MAP: 17-03-35-32

TAX LOT: 3900

AREA OF PARK = 14.95 ACRES

TOTAL AREA OF DISTURBANCE = 0.18 ACRES

DESIGN TEAMSITE DATA

LOCATION

SURVEYOR

OWNER/LANDSCAPE DESIGNER

SITE TABULATIONS

VICINITY MAP - SPRINGFIELD, ORNOT TO SCALE

PROJECTSITE

PROJECT BOUNDARY

EXISTING TREESTo Remain

TOP OF BANKSee Note 14.

EXISTING HARDSCAPE

To Be Removed

6-FT. CHAINLINK

CONSTRUCTION FENCE WITH

LOCKABLE VEHICLE GATES

See Specifications

EXISTING SOFTSCAPE

To Be Removed

EXISTING HARDSCAPE

To Remain

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WOOD FIBER

To Be Removed.

SAND

To Be Removed.

4x4 MIXED PLASTIC EDGE

To Be Removed.

LIGHT POLE

To Protect &

Remain.

EXISTING CONCRETE WALK

To Protect and Remain.

PARKING LOT

SAW CUT

At Existing Score Joint

SAW CUT

At Existing

Score Joint

CONSTRUCTION STAGING

Coordinate Location and Size

with Owner.

EXISTING SIGN,

BENCH & FOUNTAIN

Salvage and Store for

Reinstallation at

Same Location

PROJECT INFORMATION

SIGN AT FENCE

To Be Provided by WPRD

PROJECT INFORMATION

SIGN AT FENCE


BENCH

Salvage and

Return to Owner

MEMORIAL PLAQUE

Salvage and Store for

Reinstallation. See Site

Plan for Location.

PROJECT INFORMATION

SIGN AT FENCE


10-FT GAS LINE SETBACK

See Note 2.

TOP OF

BANK

EXISTING PLAY

EQUIPMENT

To Protect and

Remain. See Note 10.

HPG EXISTING HIGHPRESSURE GAS LINESee Note 1.

10-FT GAS LINE SETBACKSee Note 2.

REVISIONS

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HORIZONTAL SCALE: 1" = 10'-0"

Demo and Tree Protection Plan 10' 20'0

LEGEND

DEMO NOTES:

Dem

o an

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ree

Pro

tect

ion

Pla

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L1.0

TREE AND SITE PROTECTION NOTES:

1. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL EMPLOY A

UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND

MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR.

2. GAS LINE: THREE VACX POTHOLES WILL BE REQUIRED TO VERIFY EXACT LOCATION OF THE GAS LINE. NOTIFY

NORTHWEST NATURAL AT LEAST 7 DAYS PRIOR TO CONDUCTING ANY WORK WITHIN 10 FEET OF THE HIGH

PRESSURE GAS PIPELINE. THE CONTRACTOR SHALL KEEP EQUIPMENT A SAFE DISTANCE AWAY FROM THE

HIGH PRESSURE GAS LINE UNTIL THE ON SITE SAFETY WATCHER CAN OVERSEE THE WORK AND MOVEMENT

OF SAID EQUIPMENT. SEE SPECIFICATIONS FOR REQUIREMENTS AND REGULATIONS RELATED TO

NOTIFICATION AND WORK WITHIN THE GAS LINE EASEMENT.

3. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE

ARCHITECT PRIOR TO BEGINNING WORK.

4. WILLAMALANE MAKES NO GUARANTEES AS TO THE ACCURACY AND COMPLETENESS OF THE TOPOGRAPHIC

FEATURES. EXISTING SITE FEATURES AND UTILITIES IDENTIFIED ON THIS PLAN ARE BASED ON SURVEYS

PROVIDED BY OTHERS AND MAY NOT REFLECT EXACT SITE CONDITIONS AT THE TIME THE PROJECT IS BID OR

CONSTRUCTED. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY THE LOCATION, HORIZONTAL AND

VERTICAL, OF ALL TIE IN POINTS PRIOR TO COMMENCING CONSTRUCTION.

5. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL CODES, RULES,

REGULATIONS, ETC. REMOVE DEBRIS, SOIL AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE

SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY

PROGRESS OF THE WORK.

6. WET DOWN AREAS AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE.

7. CLEAN DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR

OWNER'S REPRESENTATIVES. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY

DEMOLITION OPERATIONS.

8. THE PROJECT SPECIFICATIONS AND REQUIREMENTS, RULES, REGULATIONS, ETC. OF APPLICABLE

REGULATORY AGENCIES SHALL BECOME A PART OF THESE NOTES AS IF REPRODUCED IN FULL. WHERE

CONFLICTS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL APPLY.

9. SEE SITE PLAN FOR LOCATION OF POROUS CONCRETE. LIMIT TRAFFIC AND COMPACTION DURING DEMOLITION

ACTIVITIES WITHIN THIS AREA TO MAINTAIN PERMEABILITY OF SOIL.

10.EXISTING PLAY EQUIPMENT IS TO BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO EQUIPMENT OR

FOOTINGS TO BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

11. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL

BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

12.CONSTRUCTION FENCE LOCATIONS SHOWN ARE THE MINIMUM REQUIRED TO BE INSTALLED BY THE

CONTRACTOR. IF REQUIRED TO REMOVE FENCING TEMPORARILY FOR ACCESS OR CONSTRUCTION, THE

CONTRACTOR SHALL MAKE ALL EFFORTS TO ENSURE NO DAMAGE OCCURS TO ANY PLANT MATERIAL.

13. ALL IRRIGATION ADJUSTMENTS (HEADS, LATERALS, ETC) WILL BE ADJUSTED IN THE FIELD BY WILLAMALANE

STAFF. CONTRACTOR SHALL COORDINATE WITH WILLAMALANE IRRIGATION SPECIALIST TO ENSURE

LANDSCAPE IRRIGATION REMAINS OPERABLE IN AREAS OUTSIDE LIMITS OF WORK FOR DURATION OF

CONSTRUCTION.

14.NO WORK, ACCESS, STORAGE, OR ENTRY BEYOND TOP OF BANK AS SHOWN ON PLANS.

15.PRESERVE AND PROTECT ALL MANHOLE COVERS, VALVE BOXES ETC. PROVIDE COLLARS AROUND THESE

FACILITIES AND ADJUST ELEVATIONS OF ALL LIDS/COLLARS AS REQUIRED TO BE FLUSH WITH FINISH GRADE.

16.PROTECT THE CRITICAL ROOT ZONE OF ALL TREES TO BE RETAINED ON SITE:

· DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION

AT FUTURE LANDSCAPE AREAS OR ZONE OUTSIDE CONSTRUCTION FENCE.

· DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ANYWHERE THAT TREE

ROOTS EXIST OR IN PLANTING AREAS.

· DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN CRITICAL ROOT ZONES.

· MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-MAY TO MID-OCTOBER AT THE RATE

OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK.

· DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE

WITHOUT AUTHORIZATION.

16.PROTECT ALL EXISTING SHRUB BEDS WITH ORANGE CONSTRUCTION FENCING AROUND THE PERIMETER OF

THE PLANT BED. ALL SHRUBS DAMAGED SHALL BE REPLACED ON A LIKE FOR LIKE BASIS AT CONTRACTORS

EXPENSE.

17.PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE:

· OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES.

· PRUNING OF TREES MUST BE DONE BY AN I.S.A. LICENSED ARBORIST.

18. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTORS

EXPENSE. REPLACEMENT TREES SHALL BE OF THE SAME SPECIES AND MAXIMUM CALIPER SIZE FEASIBLE AS

DETERMINED BY THE OWNER'S REPRESENTATIVE.

1. LIMIT TRAFFIC AND COMPACTION DURING

CONSTRUCTION TO MAINTAIN PERMEABILITY OF SOIL.

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EXISTING

CONCRETE WALK

To Remain

SLOUGH

PARKING LOT

CONCRETE

PAD AND

BENCH

Bench OFCI

TOP OF

BANK

SAND PLAY AREA

CONCRETE PAD

AND BENCH

Bench OFCI

ROUND RIVER ROCK

ACCENT STONES

See Specifications

CONCRETE PAD

AND BENCH

Bench OFCI

.

7

L6.0

EXISTING SIGN, BENCH, &

FOUNTAIN

To Be Removed and

Reinstalled at Same Location

PLAYGROUND TILES

With Porous Concrete

Rat Slab. See Note 17.

.

3

L6.0

MEMORIAL PLAQUE

Reinstalled at New Location.

See Note 16.

PLAYGROUND TILES

Over Concrete Rat Slab

EXISTING PLAY

EQUIPMENT

To Protect and

Remain

.

2

L6.0

.

6

L6.0

.

4

L6.0

CONCRETE PATH

With Thickened Edge

.

1

L6.0

CONCRETE CURB

.

7

L6.0

.

7

L6.0

10-FT GAS LINE SETBACK

See Note 2.

.

6

L6.0

.

6

L6.0

EDGE OF EXISTING TREE RING

Location Approximate

EXTEND

THICKENED

CONCRETE

EDGE

.

6

L6.0

CONCRETE PATH

PLAYGROUND TILESWith Concrete Rat Slab

.

5

L6.0

.

7

L6.0

.

4

L6.0

OWNER FURNISHEDCONTRACTOR INSTALLED

OFCI

PROJECT BOUNDARY

PLANT BEDSee Landscape Plan L5.0

.

3

L6.0

SAND PLAY

ROUND RIVER ROCKACCENT STONESMedium: 2 (Length: 3 12' - 4 12')Small: 3 (Length: 2 12' - 3 12')

HPG


EXISTING HIGHPRESSURE GAS LINESee Note 1.


PLAYGROUND TILESWith Porous Concrete Rat Sab


.

1

L6.0

.

2

L6.0

IRRIGATION SLEEVE4-inch Schedule 40 PVCSee Note 15.

.

7

L6.0

.

6

L6.0

.

6

L6.0

.

6

L6.0

MULCH ONLYSee Landscape Plan.

REVISIONS

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Site Plan 10' 20'0

LEGEND

1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION.

REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A

MANNER APPROVED BY OWNER'S REPRESENTATIVE.

2. GAS LINE: THREE VACX POTHOLES WILL BE REQUIRED TO VERIFY EXACT LOCATION OF THE GAS LINE. NOTIFY

NORTHWEST NATURAL AT LEAST 7 DAYS PRIOR TO CONDUCTING ANY WORK WITHIN 10 FEET OF THE HIGH PRESSURE

GAS PIPELINE. THE CONTRACTOR SHALL KEEP EQUIPMENT A SAFE DISTANCE AWAY FROM THE HIGH PRESSURE GAS

LINE UNTIL THE ON SITE SAFETY WATCHER CAN OVERSEE THE WORK AND MOVEMENT OF SAID EQUIPMENT. SEE

SPECIFICATIONS FOR REQUIREMENTS AND REGULATIONS RELATED TO NOTIFICATION AND WORK WITHIN THE GAS

LINE EASEMENT.

3. BARRICADE AND PROTECT TRUNKS, LIMBS, ROOTS AND ROOT ZONES BEYOND DRIPLINE OF EXISTING TREES AND

PLANT MATERIALS TO REMAIN AS DIRECTED BY OWNER'S REPRESENTATIVE. CUT NO LIMBS OR ROOTS LARGER THAN

2" IN DIAMETER WITHOUT APPROVAL OF OWNER'S REPRESENTATIVE. NOTIFY OWNER'S REPRESENTATIVE PRIOR TO

PERFORMING ANY EXCAVATION WITHIN PROTECTION AREAS.

4. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF

WALLS OR CENTER OF POST.

5. NEW PAVING: MATCH EXISTING GRADES AT EDGE OF ALL REMAINING PAVING. ENSURE POSITIVE DRAINAGE. NOTIFY

OWNER'S REPRESENTATIVE IF GRADE DISCREPANCIES ARE DISCOVERED.

6. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR

SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND

NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED

WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY

UNAUTHORIZED FIELD ADJUSTMENTS.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING

WITH THE WORK.

8. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS.

9. PROVIDE EXPANSION JOINTS WHERE CONCRETE SLABS MEET EXISTING STRUCTURES OR PAVEMENT.

10. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS.

11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS.

12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WORK THAT DOES NOT CONFORM

TO DRAWINGS AND SPECIFICATIONS.

13. ALL SURFACES SHOULD BE ACCESSIBLE AND SHALL CONFORM TO ALL FEDERAL AND OREGON STATE STANDARDS FOR

ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR

TO COMMENCING WITH THE WORK.

14. NO WORK, ACCESS, STORAGE, OR ENTRY BEYOND TOP OF BANK AS SHOWN ON PLANS.

15. COORDINATE EXACT LOCATION OF IRRIGATION SLEEVE WITH WPRD IRRIGATION SPECIALIST. EXTEND SLEEVE 12

INCHES BEYOND PAVEMENT EDGE. INSTALL LEVEL AND PERPENDICULAR TO SIDEWALKS. PROVIDE MARKERS WHERE

SLEEVE ENDS ARE CONCEALED AS REQUESTED BY WPRD IRRIGATION SPECIALIST.

16. ENSURE PLAQUE IS REINSTALLED FLUSH TO SURROUNDING GRADE. CEMENT COLOR TO MATCH CONCRETE.

17. LIMIT TRAFFIC AND COMPACTION DURING CONSTRUCTION TO MAINTAIN PERMEABILITY OF SOIL.

SITE PLAN NOTES:

Site

Pla

n

L2.0

SLOUGH

PARKING LOT

R

1

5

'

R

8

'

R

8

'

R

4

'

4

'

T

y

p

.

4

'

T

y

p

.

60°

Typ.

2

6

'

R

2

6

'

5

6

'

9

'-9

"

T

y

p

.

1

9

'-

4

5

8

"

4

'

4

'

6

'

4

'

4

'

1

3

0

.0

°

1

3

0

.

0

°

1

5

'-

7

1

3

1

6

"

R

3

0

'

3

1

'-

5

1

1

1

6

"

5

'

135.0°

6

3

'-

9

3

8

"

R3'

9

0

.

0

°

1

'

3

'

M

in

.

PROJECT BOUNDARY


4'

4'

DIMENSION

DIMENSION FROM

EXISTING ELEMENT

REVISIONS

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Layout Plan 10' 20'0

LEGEND

LAYOUT PLAN NOTES:

Layo

ut P

lan

L3.0

1. CEASE LAYOUT WORK AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN PROJECT BENCHMARKS,

CONTROL POINTS, COORDINATES, DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN APPROVAL PRIOR TO

EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED.

2. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN SHOWN OR

NOTED LIMITS.

3. ALL COORDINATES AND DIMENSIONS ARE AT FACE OF ELEMENT (CURB, WALK, BUILDING, OR WALL) UNLESS NOTED

OTHERWISE.

4. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS.

5. NEW PAVING: MATCH EXISTING GRADES AT EDGE OF ALL REMAINING PAVING. ENSURE POSITIVE DRAINAGE.

RAISE/LOWER ALL UTILITY BOXES AND PROVIDE CONCRETE COLLAR AS REQUIRED. NOTIFY LANDSCAPE ARCHITECT IF

GRADE DISCREPANCIES ARE DISCOVERED.

6. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS.

7. PROVIDE EXPANSION JOINTS WHERE CONCRETE SLABS MEET EXISTING STRUCTURES OR PAVEMENT.

8. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS.

9. LAYOUT PROJECT AS DESIGNED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WORK THAT DOES NOT CONFORM

TO DRAWINGS AND SPECIFICATIONS.

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SLOUGH

PARKING LOT

437.30 TS

437.25 TS

437.22 TS

436.84 TS

436.84 TS

436.78

436.78

437.16

1

%

S

L

O

P

E

437.11 TS

4

3

7

437.05

437.04 TS

436.93

436.86

436.83

436.76

437.04

436.99 TS

436.89 TS

437.10 TS

437.34 TS

437.19 TS

437.28

437.13

437.06

437.21

437.42 TS

437.36

437.32 V/M

437.43 V/M

437.45 V/M

437.53 V/M

437.56 V/M

437.56 TS V/M

437.38 V/M

437.46 V/M

4

3

7

.5

437.60 TS V/M

437.77 V/M

437.31

437.54 TS

437.13

437.42 TS

437.28

437.89 V/M

LP 436.80

437.77 V/M

1

.5

%

S

LO

P

E

LP 436.68

1

.5

%

S

L

O

P

E

1

.

5

%

S

L

O

P

E

437.04

EXISTING CONTOUR

PROPOSED CONTOUR437

SPOT ELEVATION(TOP OF CONCRETE)

437.00

VERIFY/MATCH EXISTINGELEVATIONSee Note 6.

437.00 V/M

POROUS CONCRETE RAT SLAB

TOP OF SIDEWALK ELEVATION437.00 TS

LOW POINT ELEVATION437.00 LP

PROJECT BOUNDARY



HPG EXISTING HIGHPRESSURE GAS LINESee Note 1.


REVISIONS

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Grading Plan 10' 20'0

LEGEND

GRADING PLAN NOTES:

Gra

ding

Pla

n

L4.0

1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO

STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED

FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S

REPRESENTATIVE.

2. NOTIFY NORTHWEST NATURAL 7 DAYS PRIOR TO CONDUCTING ANY WORK WITHIN 10 FEET

OF THE HIGH PRESSURE GAS PIPELINE. SEE SITE PLAN FOR ADDITIONAL NOTES.

3. BARRICADE AND PROTECT TRUNKS, LIMBS, ROOTS AND ROOT ZONES BEYOND DRIPLINE OF

EXISTING TREES AND PLANT MATERIALS TO REMAIN AS DIRECTED BY LANDSCAPE

ARCHITECT. CUT NO LIMBS OR ROOTS LARGER THAN 2" IN DIAMETER WITHOUT APPROVAL

OF LANDSCAPE ARCHITECT. NOTIFY LANDSCAPE ARCHITECT PRIOR TO PERFORMING ANY

EXCAVATION WITHIN PROTECTION AREAS. SEE DEMO PLAN.

4. ALL ACCESSIBLE COMPONENTS INCLUDING, BUT NOT LIMITED TO SIGNS, RAMPS, TACTILE

WARNING, MARKINGS, ETC. SHALL CONFORM TO ALL OREGON STATE STANDARDS FOR

PARKING AND ACCESS FOR THE DISABLED. OBTAIN LANDSCAPE ARCHITECT'S APPROVAL

PRIOR TO INSTALLING ANY RELATED WORK.

5. INSTALL NEW UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT

PAVEMENT, LAWN AND PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES

ACCORDINGLY.

6. VERIFY EXISTING ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY

OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION.

7. OWNER'S REPRESENTATIVE TO APPROVE ALL SIDEWALK GRADES PRIOR TO CONCRETE

PLACEMENT.

8. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES SO THAT RIMS ARE FLUSH WITH FINISH

GRADE AT NEW PAVING AND LAWNS.

9. BLEND ALL NEW ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE.

· MAXIMUM SLOPE ON CONCRETE SIDEWALK, 2%

· MAXIMUM CROSS SLOPE ON CONCRETE SURFACE, 1.5%

· MAXIMUM SLOPE IN LANDSCAPE 25%.

9. CONSTRUCT SMOOTH TRANSITIONS BETWEEN NEW PAVING IMPROVEMENTS AND EXISTING

PAVING TO REMAIN.

SLOUGH

PARKING LOT

MAH AQU

AJU B

AJU B

HEL ORI

POL MUN

AJU B

RHO RAM

HEM STE

POL MUN

HEL ORI

HEL ORI

POL MUN

RHO RAM

HEM STE

HEM STE

POL MUN

POL MUN

APPROXIMATE

LOCATION OF

EXISTING MULCH

EDGE.

COORDINATE TRANSITION

BETWEEN NEW PLANT BED

AND EXISTING MULCH AREA

WITH LANDSCAPE

ARCHITECT.

PROJECT BOUNDARY



LAWN REPAIR AREASee Note 10.

SHRUB PLANTINGS

.

5

L6.0

MULCH ONLYSee Note 13.

IRRIGATION SLEEVE4-inch Schedule 40 PVCSee Note 15.

REVISIONS

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Landscape Plan 10' 20'0

LEGEND

LANDSCAPE PLAN NOTES:

Land

scap

e P

lan

L5.0

1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER

EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK.

2. ALL IRRIGATION WORK IS TO BE CONDUCTED BY WILLAMALANE STAFF. DO NOT INSTALL ANY PLANT MATERIALS UNTIL

IRRIGATION SYSTEM IS INSTALLED AND APPROVAL FOR PLANTING IS OBTAINED BY OWNER'S REPRESENTATIVE. TIMING OF

IRRIGATION AND PLANTING TO BE COORDINATED BY OWNER'S REPRESENTATIVE.

3. REFINE THE SHAPE AND FINISH GRADE OF PLANT BEDS AS DIRECTED BY LANDSCAPE ARCHITECT.

4. PROTECT ALL EXISTING TREES AND PLANT MATERIALS TO REMAIN INCLUDING LIMBS, TRUNKS, ROOTS AND ROOT ZONES. SEE

DEMOLITION AND TREE PROTECTION PLAN.

5. FINISH GRADE IS TOP OF TOPSOIL. MULCH IS IN ADDITION.

6. PRUNE ALL NEW PLANT MATERIALS AS DIRECTED BY LANDSCAPE ARCHITECT.

7. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE DRIP LINE OF EXISTING TREES. SEE TREE

PROTECTION NOTES FOR FURTHER INFORMATION. CONTRACTOR SHALL REPLACE ANY TREES, SHRUBS OR LAWN DAMAGED AS

A RESULT OF CONSTRUCTION OPERATIONS.

8. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS

WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.

9. ALL PLANT MATERIAL, INCLUDING SOD AREAS, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE

OF FINAL ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION

IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.

10. THE CONTRACTOR IS TO INSTALL NEW SOD LAWN AT AREAS IMPACTED BY NEW CONSTRUCTION INCLUDING AT THE EDGE OF

ALL NEW PAVING/CURBS, WHERE EXISTING LAWN IS DAMAGED DURING CONSTRUCTION OR CHANGES IN GRADE OCCUR, AND IN

ALL AREAS DAMAGED AS A RESULT OF EQUIPMENT OPERATION. MATCH GRASS SPECIES PRESENT IN EXISTING LAWN AREAS.

WHERE NEW LAWN ABUTS EXISTING, PROVIDE A SMOOTH TRANSITION. REFER TO SPECIFICATION SECTION 329200 FOR

ADDITIONAL INFORMATION.

11. AS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF

SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN

ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. PH OF IMPORTED TOPSOIL SHALL

BE 5.5 TO 7.0.

12. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT

PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT

LESS THAN 4 INCHES. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS.

13. PROVIDE 3 INCHES BARK MUCH AT TREES ADJACENT TO NEW WORK AS SHOWN ON PLANS. SEE SPECIFICATIONS FOR

PRODUCT.

14. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE

OF PROPERLY OFF SITE.

15. COORDINATE EXACT LOCATION OF IRRIGATION SLEEVE WITH WPRD IRRIGATION SPECIALIST. EXTEND SLEEVE 12 INCHES

BEYOND PAVEMENT EDGE. INSTALL LEVEL AND PERPENDICULAR TO SIDEWALKS. PROVIDE MARKERS WHERE SLEEVE ENDS

ARE CONCEALED AS REQUESTED BY WPRD IRRIGATION SPECIALIST.

16. REFER TO SPECIFICATIONS FOR FULL DETAILS OF LANDSCAPE INSTALLATION.

PLANT LIST

REVISIONS

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Det

ails

L6.0

CONTRACTION JOINT

ISOLATION JOINT

1. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION.

2. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT

BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR.

NOTES:

CONCRETE FLATWORK

45° CHAMFER

V-GROOVE

CONCRETE FLATWORK

SAWED OR HAND TOOLED JOINT

1/3 DEPTH OF SLAB MINIMUM.

JOINT FILLER FLUSH WITH

TOP OF CONCRETE.

JOINT FILLER WITH REMOVABLE

PLASTIC JOINT CAP.

STRUCTURE,

PAVED AREA,

OR OBJECT

ISOLATION JOINT -

SEE DETAIL 2/L6.0

NOTE:

1. JOINTS SHALL BE SPACED EVENLY, AS SHOWN ON DRAWINGS.

6" DEPTH, BASE COURSE PER

SPECIFICATION SECTION 312000

CONTRACTION JOINT -

SEE DETAIL 2/L6.0

COMPACTED SUBGRADE

STRUCTURE, PAVED AREA, OR

OBJECT

LIGHT BROOM FINISH

1/2-INCH

RADIUS

4" DEPTH FIBER REINFORCED

CONCRETE PER SPECIFICATIONS

1Concrete PathSCALE: NTS

2Concrete JointsSCALE: NTS

NEW FIBER REINFORCED

CONCRETE PAVING &

THICKENED EDGE

1-1/2" BULLNOSE

3/4" OPEN GRADED

DRAIN ROCK

(2) #4 REBAR

CONTINUOUS

GEOTEXTILE

FILTER

FABRIC

NOTES:

1. THICKENED EDGE SIDEWALK TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY TILES.

2. RUBBER SAFETY TILE TO BE SofTILE DuraSAFE 3.75" THICKNESS, PLUS SERIES. TILE SUPPLIED BY OWNER AND INSTALLED AS PART OF THIS GENERAL

CONTRACT. ALL TILE TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. DO NOT INSTALL TILES UNTIL CONCRETE HAS

CURED PER SPECIFICATIONS. CONFIRM TILE COLOR AND PATTERN WITH OWNER.

3. PROTECT EXISTING PLAY EQUIPMENT DURING CONSTRUCTION, INCLUDING POSTS AND FOOTINGS. DAMAGED EQUIPMENT IS TO BE REPAIRED OR

REPLACED AT CONTRACTOR'S EXPENSE.

4. EXISTING PLAY EQUIPMENT FOOTINGS TO BE BELOW ELEVATION OF CONCRETE SLAB. NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES.

5. AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR UNTIL CONCRETE HAS COMPLETELY HARDENED.

4" FIBER REINFORCED CONCRETE WALKS WITH

THICKENED EDGE ADJACENT TO PLAY AREA - SEE

PLAN FOR LOCATIONS

6" CRUSHED ROCK BASE PER SPECIFICATIONS

CONCRETE RAT SLAB, PER

SPECIFICATIONS. SEE DETAIL 4/L6.0.

SEE SITE PLAN FOR LOCATIONS.

TIE RAT SLAB INTO THICKENED EDGE W/ #4x8"

REBAR DOWELS AT 24" O.C. EMBED END OF DOWEL

INTO THICKENED EDGE WITH EPOXY ADHESIVE

12-INCH #4 SMOOTH REBAR EMBEDED AND

EPOXIED 6-INCH INTO EXISTING CONCRETE

AT 18-INCH O.C. AT ALL LOCATIONS WHERE

NEW CONCRETE MEETS EXISTING

COMPACTED SUBGRADE PER SPECIFICATIONS

COMPACTED SUBGRADE PER

SPECIFICATIONS

6" CRUSHED ROCK BASE PER

SPECIFICATIONS

6Typical Playground SectionSCALE: NTS

1

2

"

1

4

"

7Sand Play Area SectionSCALE: NTS

FIBER REINFORCED

CONCRETE CURB

NOTE:

1. SEE SPECIFICATIONS FOR MORE INFORMATION.

2. ROUNDED RIVER ROCK ACCENT STONE. APPROXIMATELY 2

1

2

' - 4

1

2

' WIDE/LONG AS SHOWN ON SITE PLAN. 15" TO 20" EXPOSED ABOVE SURFACE LEVEL OF SAND.

SMOOTH SURFACE AND NO BROKEN FRAGMENTS. ROCK TO BE IN RANGE OF NATURAL COLORS AND SOURCED IN THE WILLAMETTE VALLEY. OWNER'S

REPRESENTATIVE TO SELECT/APPROVE ROCKS PRIOR TO INSTALLATION. CONTRACTOR TO COLLECT & DELIVER TO SITE.

1'-6"

8"

15"

10"

3" T

YP

.

4"

1'-6"

4"

6"

SIDEWALK WIDTH PER PLANS

1'

BEACH SAND PLAY

SURFACING

BEACH SAND

PLAY SURFACING

ROUNDED RIVER ROCK

ACCENT STONE. SEE SITE

PLAN FOR LOCATIONS. SEE

NOTES FOR ADDITIONAL

INFORMATION.

4"

6"

8"

6"

EXISTING FOOTINGS FOR

EXISTING PLAYGROUND

POSTS. SEE NOTES.

EXISTING

PLAYGROUND

POSTS. SEE

NOTES.

GEOTEXTILE

FILTER

FABRIC

6" CRUSHED ROCK BASE

PER SPECIFICATIONS

6" CRUSHED

ROCK BASE PER

SPECIFICATIONS

POROUS CONCRETE RAT

SLAB (SEE SITE PLAN, L2.0,

FOR LOCATIONS). SEE

DETAIL 3/L6.0.

8"

4" FIBER REINFORCED

CONCRETE WALKS WITH

THICKENED EDGE

ADJACENT TO PLAY AREA -

SEE SITE PLAN FOR

LOCATIONS

SAFETY TILE SURFACING.

THICKNESS IS 3.75". SEE NOTES

FOR INFORMATION ON TILES.

3Porous Concrete Rat SlabSCALE: NTS


THICKNESS IS 3.75". SEE

SPECIFICATIONS 321816.

3"

3"

9"

POROUS CONCRETE

SEE SPECIFICATIONS 321300

CRUSHED AGGREGATE

1

2

INCH OPEN FILTER COURSE

DRAINAGE COURSE

3

4

- 1 INCH OPEN GRADED

CLEAN CRUSHED AGGREGATE

FILTER FABRIC

UNDISTURBED SUBGRADE

SEE NOTE 1.

1. LIMIT TRAFFIC AND COMPACTION DURING

CONSTRUCTION TO MAINTAIN PERMEABILITY OF SOIL.

NOTES:

4Concrete Rat SlabSCALE: NTS


THICKNESS IS 3.75". SEE

SPECIFICATIONS 321816

3"

6"

FIBER REINFORCED CONCRETE

PER SPECIFICATIONS

6" DEPTH, BASE COURSE PER

SPECIFICATION SECTION 312000

COMPACTED SUBGRADE

3" Min. to Finish Grade

FINISH GRADE OF SOIL

MULCH IS IN ADDITION

LAWN OR PAVING

FINISH GRADE

TOPSOIL

SEE SPECIFICATIONS 312000

AMENDED PER SPECIFICATIONS

329300

MULCH

DEPTH: MIN. 3 INCHES

SEE SPECIFICATIONS

Slope Ratio = 1V:2H

CUT GRADE

PLANTING SUBGRADE

1. FINISH GRADE, UNLESS SPECIFICALLY IDENTIFIED OTHERWISE, IS COMPRISED

OF A HORIZONTAL PLANE 3" ABOVE HIGHEST ADJACENT EDGE

NOTES

FINISH GRADE OF

CONCRETE PAVING

5Plant Bed Profile SCALE: NTS

SET PLANT 1-2 INCHES

ABOVE FINISH GRADE.

BACKFILL

TAMPED IN

MIN

.

GEOTEXTILE

FILTER

FABRIC

1-1/2" BULLNOSE

EXISTING CONCRETE

WALKWAY

6"

EXPANSION JOINT

REVISIONS CHARLIE SMATHERS ISLAND PARK - … · REVISIONS Charlie Smathers Island ParkPlayground...

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