Attachment 3-Roseburg VA 100PCT PLANS - REV 3-1-2024.pdf

PROTECT EXISTING TREE.

SEE SPECS.

SMALL FRUIT TREE TO BE

REMOVED INCLUDING

STUMP.

EXISTING SHED TO REMAIN

EXISTING LABYRINTH TO

REMAIN

EXISTING LIGHT POLE TO

BE REMOVED, COORDINATE

WITH ELECTRICAL

EXISTING SHELTER AND CONCRETE PAD

TO BE DEMOLISHED. COORDINATE DEMO

WITH ELECTRICAL.

EXISTING CURB RAMPS

AND CONC. CURBS TO

REMAIN, TYP.

EXISTING RAISED BEDS,

PAVERS, FENCING AND

IRRIGATION TO BE REMOVED .

EXISTING WALK

TO REMAIN

SAWCUT AND REMOVE

CURB AND RAILING AS TO

ALIGN WITH FUTURE

IMPROVEMENTS. FIELD

REPAIR AND PAINT

RAILINGS TO REMAIN.

REMOVE EX SMALL

TREE AND STUMP

REMOVE AND

DISPOSE OF

EXISTING

BENCHES, TYP.

FIELD VERIFY ALL UTILITIES

PRIOR TO CONSTRUCTION

REMOVE APPROX

50 LF CHAINLINK

FENCE AND POSTS

ALONG CURB

INCLUDING ANY

FOOTINGS.

LIMIT OF WORK; INSTALL

CHAIN LINK FENCINGSAW CUT SIDEWALK CLEAN

AT EXISTING JOINT

LOCATIONS.

EXISTING RAISED BEDS, PAVERS,

FENCING AND IRRIGATION TO BE

REMOVED .

REMOVE

1. THE WORK UNDER THIS CONTRACT INCLUDES CLEARING AND DEMOLITION

NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH THIS PROJECT.

DAMAGE TO ANY OF THE PUBLIC UTILITIES AS A RESULT OF THE CONSTRUCTION

OF THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO

THE OWNER.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE

CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT

WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT,

AND INCLUDE ALL SUCH COSTS IN THE SCOPE OF WORK. VERIFY ALL

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

3. ITEMS ENCOUNTERED IN THE FIELD AND IDENTIFIED ON THIS PLAN SHALL BE

OFFERED TO THE OWNER FOR SALVAGE PRIOR TO DISPOSAL. IF DECLINED BY

OWNER, ALL DEMOLISHED ITEMS SHALL BE DISPOSED OF OFF SITE.

CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED AND REMOVED

MATERIALS FROM SITE.

4. LIMIT ACCESS OF MACHINERY USED FOR DEMOLITION TO THE AREA WITHIN THE

LIMITS OF PROPOSED GRADING. DO NOT DRIVE MACHINERY OR STOCKPILE

EQUIPMENT OR DEMOLITION DEBRIS OUTSIDE OF THE AREAS TO BE GRADED.

5. PROTECT ALL FACILITIES NOT IDENTIFIED FOR DEMOLITION INCLUDING BUT NOT

LIMITED TO: BURIED ELECTRICAL LINES, STORM SEWER LINES, TELEPHONE

LINES, CATCH BASINS, TREES, ASPHALT PAVING, CONCRETE PAVING, LAWN AREA

OUTSIDE THE GRADING LIMITS, FENCING, FURNITURE, ETC.

6. KEEP ALL WALKWAYS CLEAR AND FREE OF DEBRIS. REPAIR VEGETATED AND

PAVED SURFACES THAT ARE DAMAGED DURING CONSTRUCTION TO THE

SATISFACTION OF THE OWNER AT NO COST.

7. REFER TO IRRIGATION PLANS FOR EXTENTS OF IRRIGATION REWORK AND

REMOVAL, AND MODIFICATIONS TO EXISTING SYSTEM.

NOTES

EXST. TREE - PROTECT IN PLACE

TREE PROTECTION/DEMO LEGEND

LIMIT OF WORK

TREE PROTECTION FENCE

EXST. LAWN, MULCH, SHRUB AREA - STRIP,

HAUL, AND DISPOSE OF EXISTING SOD AND

MULCH AND GRUB.

EXST SHELTER AND CONCRETE PAD.

DEMOLISH AND DISPOSE OF SHELTER AND

CONC. PAD. COORDINATE WITH ELECTRICAL.

EXST. CONCRETE - REMOVE AND DISPOSE.

EXST. GRAVEL AND PAVERS - REMOVE

AND DISPOSE

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LANDSCAPE DEMO PLAN1

Demo Plan

L0.1

BASE BID

WEST SIDE IMPROVEMENTS

ADDITIVE

ALTERNATE

#1 EAST SIDE

IMPROVEMENTS

T

T

T

T

T

T

T

T

RAISED GARDEN BEDS:

(4) - 4' W X 12' X 2' HT

BY DURABLE GREEN BED

MOVEABLE FURNITURE / PATIO

PAVERS BY OWNER.8'X20' STEEL CANTILEVERED TRELLIS.

BASIS OF DESIGN MODEL POLIGON

CWC PERGOLA WITH 2 POLIGON

GLIDER SWINGS.

SUBMIT SHOP DRAWINGS FOR

APPROVAL BY ARCHITECT OR

ENGINEER.

PLANTING AREA, TYP.

SEE PLANTING PLAN

16'-0" X 24'-0" - 6" DEPTH CONCRETE PAD

WITH 24" WIDE X 18" DEPTH THICKENED

SLAB EDGE FOR FUTURE SHADE

STRUCTURE BY OWNER.

A

B

EX LABYRINTH

TO REMAIN

EX TREE TO

REMAIN

EX CURB AND PARKING

TO REMAIN.

EX RAMP STRUCTURE TO

REMAIN

LAWN, TYP. REFER TO

PLANTING PLAN

S1

A

MATCH EX.

470.35+/-

1.

0%

MATCH EX.

468.09+/-

EX VAULT LID, TO BE

FLUSH WITH

PAVING.

T.S. 470.07 B.S. 468.57

3 RISERS

MATCH EX.

470.24+/-

4'-0"

4'-0"

470.04

470.15

PICNIC TABLE BY

OWNER, TYP.

MATCH EX.

MATCH EX. BOTTOM

OF RAMP AND WALK

1%

TRELLIS CONC. FOOTING

ASSUME 30"X30"X48"

DEPTH FOOTING AT

EACH POST.

'-0

6'-10"

4'-4"

'-0

11'-8"

INSTALL METAL

EDGING FLUSH WITH

FINISH GRADE OF

GRAVEL, TYP. SEE

B

INSTALL 4.5" METAL

EDGING AT ALL LAWN

EDGES, TYP.

5'-0"

G1

F1

G1

F1

F1

B

B

2' -6

MATCH

EX.

" M

IN

TY

P.

EQ

EQ

3'-0"

PAINTED ROADWAY

ART BY OWNER, TBD

EX VAULT TO

REMAIN

CJ

CJ

CJ

CJ

L3.1

4'-0"4'-0" 4'-0" 4'-0"

4'-0" 4'-0"

4'-0" 4'-0"

4'-0"

'-0

6' -0

1.5%

468.49

6'- 0"

5'-0"

ADJUST (3) EX.

PARKING SIGNS TO

BE PLUMB, TYP.

FIELD VERIFY

LOCATIONS

CJ

LAWN

EX SIDEWALK

TO REMAIN

L3.1

SITE PLAN LEGEND

A

S1

B

L3.1

L3.1

L3.1

L3.1

L3.1

G1 L3.1

F1 L3.1

XX

XX

NOTES:

1. FINISH GRADES TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE ON

DRAWINGS.

2. REFER TO L3.1 FOR PAVING, STAIR, AND FENCING DETAILS.

3. REFER TO L3.2 FOR SOIL PREPARATION DETAILS FOR AND PLANTING DETAILS.

REFER TO SPECS FOR ADDITIONAL SOIL AND PLANTING REQUIREMENTS.

4. REFER TO L4.1 FOR IRRIGATION PLANS. ALL PLANTING AREAS AND LAWN TO

RECEIVE FULLY AUTOMATIC IRRIGATION - COMBINATION OF DRIP AND SHRUB

SPRAY ZONES.

5. REFER TO L5.1 FOR PLANTING PLANS AND SCHEDULE.

6. INSTALL 4.5" METAL EDGING AT ALL LAWN AREAS AND WHERE INDICATED ON

PLANS.

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LANDSCAPE SITE PLAN1

SITE PLAN

L1.0

BASE BID

WEST SIDE IMPROVEMENTS

ADDITIVE

ALTERNATE

3/8"

FIN GRADE TOP OF MULCH AT PLANTING

AREA. REF: GRADING PLAN.

THICKENED EDGE TYP. WHERE CONC.

PAVING ADJACENT TO PLANTING AREA

1 4

CONCRETE PAVING-

FIRST POUR

1 2

5/8" MINUS C.R.

BASE

CONCRETE PAVING-

SECOND POUR

#4 SMOOTH TIE BAR

CAST IN FIRST POUR

@ 18" O.C.

FIXED ELEMENT,

I.E. WALL, STEP,

COLUMN, VAULT

OR CURB

1'-0" 1'-0"

COMPACTED

SUBGRADE

NOTES:

1. CIP CONCRETE REF MATERIAL PLANS AND DETAILS.

2. TOOL ALL SCORE JOINTS, CONSTRUCTION JOINTS AND CONTROL JOINTS. NO SHINERS.

3. 3/8" ISOLATION JOINT MATERIAL. REMOVE ENTIRE ZIP STRIP. NO JOINT SEALANT.

4. 1/4" RADIUS TOOLED EDGE. NO SHINERS.

5. FINISH: LIGHT BROOM FINISH PATTERN TO BE PERPENDICULAR TO ROUTE OF TRAVEL.

6. REFER TO MATERIALS PLAN AND DETAILS FOR PAVEMENT TYPES AND DEPTHS.

1/4"

1/ 4" 1/4"

3"

9"

SCORE JOINT

ENLARGEMENT OF ISOLATION JOINT

CONTROL JOINT - 1/4

DEPTH OF SLAB

21/ 4" 1/4"

6"

NO SHINERS OR TOOL MARKS

6 6

1"

4" TY

P.

4" TY

P.

ISOLATION/EXPANSION JOINTCONSTRUCTION JOINT (CJ)

CONTROL JOINT (CJ)

CORE DRILL IN CIP CONC.

PAVEMENT INSTALL POST W/

NON-SHRINK GROUT; GIVE MAX.

1/4" BUFFER @ POST EMBED.

NO ESCUTCHEON PLATE

4"

1 12" X 1 12" GALV. TUBE

STEEL POST, TYP.

1 12" X 1 12" GALV. TUBE

STEEL POST, TYP.

1'-0"

2' -1

0"

1'-0"

2' -1

0"

#4@ 18" REINF

ADJACENT PAVING,

REF PLAN

NOTES:

1. SLOPE TREADS AT 1/8" PER

FOOT TO DRAIN OFF NOSE

2. SET ALL RISERS EQUAL - SEE

PLANS FOR TOP AND BOTTOM

ELEVATIONS

FINISH GRADE

10" Ø SONOTUBE

3" CRUSHED ROCK BASE

3X3 POST

FRAME AND POST

SYSTEM INSTALLED

PER MFR

FRAME WITH REMOVABLE

TOP PANEL. SEE SPECS.

24X36" INTEPRETIVE

SIGN PANEL TO BE

PROVIDED BY OWNER.

POST

MOUNTING PLATE

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Site Details

L3.1

SCALE:

GATE ASSEMBLY7 3/4" = 1'-0"

SCALE:

CONCRETE PAVING DETAIL1 1"=1'-0" SCALE:

CRUSHED ROCK SURFACING2 1 1/2" = 1'-0"

SCALE:

CIP CONCRETE STAIR AND HANDRAIL3 3/4" = 1'-0"

SCALE:

BENCH INSTALLATION5 1" = 1'-0"

SCALE:

FENCE ASSEMBLY6 3/4" = 1'-0"

SCALE:

INTERPRETIVE SIGN4 1" = 1'-0"

SECTION

VIEW

NOTE: SEE SPECIFICATIONS FOR FURTHER

REQUIREMENTS RELATED TO THIS DETAIL.

TOP OF ROOT BALL SHALL BE 2" ABOVE

FINISHED GRADE

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 AROUND THE

ROOT BALL TO SETTLE THE SOIL

MULCH LAYER, REF. SPECS. NO MORE

THAN 1" OF MULCH ON TOP OF ROOT BALL

CENTRAL LEADER

TRUNK CALIPER SHALL

MEET ANSI Z60 CURRENT

EDITION FOR ROOT BALL SIZE

ROOT BALL MODIFIED AS

REQUIRED

ROUND-TOPPED SOIL BERM

4" HIGH X 8" WIDE ABOVE

ROOT BALL SURFACE SHALL

BE CONSTRUCTED AROUND

THE ROOT BALL. BERM

SHALL BEGIN AT ROOT BALL

PERIPHERY

FINISH GRADE

MODIFIED SOIL. DEPTH VARIES,

REF. L5.00 - SOILS PLAN

NATIVE SOIL

BOTTOM OF ROOT BALL RESTS

ON EXISTING OR

RECOMPACTED SOIL

PLAN VIEW

RUBBER TREE TIES

LODGE POLE STAKES

PREVAILING WIND

TWO (2) THREE INCH LODGE POLE PINE

STAKES. INSTALL APPROXIMATELY 2" AWAY

FROM THE EDGE OF THE ROOT BALL. STAKE

LOCATION SHALL NOT INTERFERE WITH

PERMANENT BRANCHES

ARBOR TIE

ACCEPTABLE

REJECTABLE

ASPECT RATIO IS

GREATER

THAN 0.66.

ASPECT RATIO IS

LESS THAN 0.66.

Example

A B Aspect Ratio

2.50" 1.80" 0.72

2.0" 2.0" 1.0

2.50" 2.0" 0.80

4.0" 3.0" 0.75

A B

A B

Example

A B Aspect Ratio

1.50" 0.50" 0.33

2.50" 0.90" 0.36

2.0" 1.00" 0.50

2.50" 1.60" 0.64

A

BA

B

A

B B

ASPECT RATIO OF B:A LESS

THAN 0.66 AS MEASURED 1"

ABOVE THE TOP OF THE

BRANCH UNION.

ASPECT RATIO OF B:A GREATER THAN OR EQUAL

TO 0.66 AS MEASURED 1" ABOVE THE TOP OF THE

BRANCH UNION.NOTES:

1- ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO IS

THE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) AS

MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION.

2- ANY TREE NOT MEETING THE CROWN OBSERVATIONS DETAIL MAY BE REJECTED.

URBAN TREE FOUNDATION © 2014

OPEN SOURCE FREE TO USE

FINISH GRADE PLANTING OR LAWN

NATIVE SUBGRADE

2-3" ARBORIST WOOD CHIP MULCH

CAP PREPARED SUBGRADE

WITH 6" MIN. DEPTH IMPORTED

BIORETENTION SOIL MIX PER

SPECS.

SCARIFY EXISTING SUBGRADE

TO 12" DEPTH PER SPECS.

Site

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PLANTING DETAILS

L3.2

SCALE:

BROADLEAF TREE PLANTING3 1/2" = 1'-0" SCALE:

GROUNDCOVER PLANTING4 3/4" = 1'-0"

SCALE:

CROWN OBSERVATIONS1 1/4" = 1'-0" SCALE:

PLANTING SOIL PREPARATION2 1" = 1'-0"

SCALE:

SHRUB PLANTING5 1" = 1'-0"

EQ

EQ

S

R

L

C

R

L

L

R

L

S

INSTALL DRIP TUBING WITH

MANUAL BALL VALVE AT EACH

RAISED BED PLANTER.

C

R

L

R

L

R

L

TUNNEL UNDER EXISTING

PAVING

FIELD VERIFY POC

BASED ON EXISTING

IRRIGATION SYSTEM AND

AS-BUILT DRAWINGS.

COORDINATE WITH

OWNER ON POINT OF

CONNECTION.

TUNNEL UNDER

EXISTING PAVING

POC

SAWCUT PAVING AND RESTORE

PAVING. CONFIRM MAINLINE

ROUTING WITH OWNER.

TUNNEL UNDER EXISTING

PAVING

4"

4"

4"

1" 1"

4"

4" 11

2"

2"

4"

4"

1"

4"

4"

1"

1"

4"

4"11

2"

2"

2"2"

4"

4"

1"

1"

4"

1" 1"

4"

4"

1"

1"

4"

4"

4"

4"

1" 1"

4"

4"

1" 1"

4"

4"

4"

1"

4"

1"11 2"

2"

4"

1"

1" 11 4"

4"

114"

-1"

25.21"

29.81"

12.21"

21.81"

27.01"

11.91"

9.031"

18.91"

114"

INSTALL TREE GATOR

WATERING BAGS AT ALL

TREES FOR

ESTABLISHMENT PERIOD.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI

Rain Bird 1806-PRS ADJ Turf Spray 6.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. Pressure Regulating.

Rain Bird 1812-PRS 15 Strip Series Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device.

Rain Bird 1812-PRS 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device.

Rain Bird 1812-PRS ADJ Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal. Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet. With Pressure Regulating Device.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Area to Receive Dripline Rain Bird XFCV-06-12 XFCV xOn-Surface Landscape Dripline with a Heavy-Duty 3.5 psi Check Valve. 0.6 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. Great for elevation change. Specify XF insert fittings.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Rain Bird PEB 1in., 1-1/2in., 2in. Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration.

Rain Bird 7 1-1/2in. Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Metal Cover, and 1-Piece Body.

Irrigation Lateral Line: PVC Schedule 40

Irrigation Mainline: PVC Schedule 40

Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material.

Extend sleeves 18 inches beyond edges of paving or construction.

104 6 8

12 15 18

EST CST SSTRCSLCS

E L R C S

FHTQ

8 8 8 8

104 6 8

12 15 18

4 6 8 01

21 51 81

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP

1 Rain Bird PEB 1" 0.8 Unknown 2 Rain Bird PEB 1" Shrub Spray 25.23 38.0 2.04 in/h 3 Rain Bird PEB 1" Shrub Spray 29.83 41.0 1.08 in/h 4 Rain Bird PEB 1" Shrub Spray 12.23 33.7 2.59 in/h 5 Rain Bird PEB 1" Shrub Spray 21.83 36.9 1.33 in/h 6 Rain Bird PEB 1" Turf Spray 26.96 38.1 1.95 in/h 7 Rain Bird PEB 1" Shrub Spray 11.9 36.6 1.06 in/h 8 Rain Bird PEB 1" Turf Spray 9.03 34.0 0.98 in/h 9 Rain Bird PEB 1" Shrub Spray 18.92 35.2 1.72 in/h

VALVE SCHEDULE

IRRIGATION NOTES:

1. THE CONTRACTOR SHALL OBTAIN ANY PERTINENT AS-BUILT BEFORE BEGINNING WORK.

2. IRRIGATION PLANS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED IN

PLANTED AREAS AND WITHIN THE PROJECT LIMIT OF WORK. AVOID

ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING, SITE LIGHTS,

UTILITIES AND ARCHITECTURAL FEATURES. ADJUST HEAD LOCATIONS TO PROVIDE BEST

POSSIBLE COVERAGE.

4. THE IRRIGATION CONTRACTOR SHALL TEST STATIC WATER PRESSURE AT IRRIGATION POINT

OF CONNECTION PRIOR TO CONSTRUCTION. REPORT ACTUAL PRESSURE READING AT THE

POINT OF CONNECTION TO OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. IN THE

EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF

CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY

REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS.

5. TRENCH LAYOUT REVIEW SHALL OCCUR PRIOR TO INSTALLATION OF IRRIGATION SYSTEM

UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE.

6. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WITH IT

IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN

THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE

ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE

ATTENTION OF OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT

PERFORMED, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS

NECESSARY. INSTALL ALL IRRIGATION TO ALLOW FOR FULL SERVICEABILITY.

7. IRRIGATION COMPONENTS SHOWN WITHIN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY.

PLACE ALL PIPING, VALVES, QUICK COUPLING VALVES, AND OTHER IRRIGATION

COMPONENTS WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS

EXCEPT WHERE PIPES CROSS PAVING OR AS NOTED. AVOID ANY CONFLICTS BETWEEN THE

IRRIGATION SYSTEM AND TREES, PLANTINGS, SITE FEATURES AND UTILITIES INCLUDING

STORM DRAINAGE.

8. ANY DAMAGED CONCRETE, OTHER SURFACES OR IMPROVEMENTS NOT DESIGNATED FOR

DEMOLITION SHALL BE REPLACED TO MATCH EXISTING.

9. THE CONTRACTOR SHALL ADJUST EACH PRESSURE COMPENSATING REMOTE CONTROL

VALVE AND PRESSURE REGULATOR FOR OPTIMUM PERFORMANCE AND TO COMPENSATE

FOR PRESSURE AND FRICTION LOSS. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL

SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO

WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE

SELECTING THE BEST DEGREE OF ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS

AND SELECTING THE APPROPRIATE NOZZLE TO OBTAIN THE OPTIMUM OPERATING

PRESSURE FOR EACH SYSTEM, AND HEAD COVERAGE.

10. ADJUST ALL PIPE SIZES AND MAKE ALL NECESSARY ADJUSTMENTS TO PROPOSED SYSTEM

AS FIELD CONDITIONS AND SYSTEM CHANGES OCCUR.

11. CONTRACTOR SHALL ADJUST THE PLACEMENT OF THE BUBBLER LAYOUT AS PER ACTUAL

FIELD CONDITIONS TO ACHIEVE FULL COVERAGE OF ALL PLANTED AREAS. THE

CONTRACTOR WILL BE RESPONSIBLE OF INSTALLING ADDITIONAL BUBBLERS, AS NEEDED,

TO PROVIDE ADEQUATE COVERAGE, AT NO ADDITIONAL COST TO THE CLIENT.

12. THE CONTRACTOR SHALL FLUSH ALL EMISSION EQUIPMENT FOR OPTIMUM PERFORMANCE

TO PROVIDE OPTIMAL EVEN DISTRIBUTION OF WATER, AND TO PROVIDE PROPER

COVERAGE.

13. ALL IRRIGATION HEADS SHOULD BE LAYOUT 12" FROM ANY CURB AND PAVEMENT EDGE.

Generated: 2023-07-14 15:57

P.O.C. NUMBER: 01

Water Source Information: TO BE FIELD VERIFIED

FLOW AVAILABLE

Point of Connection Size: 3" Flow Available 220.07 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 50 PSI Pressure Available: 50 PSI

DESIGN ANALYSIS

Maximum Station Flow: 120 GPM Flow Available at POC: 220.07 GPM Residual Flow Available: 100.07 GPM

Pressure Req. at Critical Station: 0 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0 PSI Loss for POC to Valve Elevation: 0 PSI L f B kfl 0 PSI

CRITICAL ANALYSIS

Site

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IRRIGATION PLAN

L4.1

BASE BID

WEST SIDE IMPROVEMENTS

ADDITIVE

ALTERNATE

Site

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IRRIGATION DETAILS

L4.2

HEAD SETBACK AND LOCATION IRRIGATION SLEEVE AT PAVING

POP UP SPRAY HEAD

AUTOMATIC CONTROL VALVE

1 3

ADD CONTROLLER PEDESTAL (Jordan to add)

5 6

COORDINATE CONTROLLER LOCATION WITH

OWNER.

PROVIDE 24" OF SOIL FOR

RAISED BED PLANTERS OVER -

SEE SPECS FOR RAISED

GARDEN BED SOILS.

REFER TO SPECS FOR SOIL

PREPARATION WITHIN TREE

PROTECTION ZONE.

PROPOSED

TREE, TYP.

L3.2

3TREE PLANTING, TYP

L3.2

18" DEPTH IMPORTED PLANTING

SOIL, AT GRADE, PLANTING BY

OWNER WITHIN FENCE GARDEN

AREA

18" DEPTH IMPORTED PLANTING

SOIL, AT GRADE, PLANTING BY

OWNER WITHIN FENCE GARDEN

AREA

PROVIDE 3" ARBORIST

WOOD CHIP MULCH

AROUND EX SHED.

GROUND COVER

PLANTING, TYP.

L3.2

5SHRUB

PLANTING

LAWN

EQ

EQ

TREES QTY BOTANICAL NAME COMMON NAME COND CAL SIZE

10 Amelanchier alnifolia Serviceberry #5 5` ht. min., Mult

5 Malus transitoria 'Golden Raindrops' Crabapple 'Golden Raindrops' 1.5" cal.

1 Quercus kelloggii California Black Oak 1.5" cal.

5 Ribes sanguineum Red Flowering Currant #7

CONTAINER STOCK QTY BOTANICAL NAME COMMON NAME CONT SPACING

102 Achillea x 'Moonshine' Moonshine Yarrow #1 18" o.c.

157 Allium cernuum Nodding Onion 4" pot AS SHOWN

30 Aster ageratoides 'Starshine' Starshine Asian Aster #1 30" o.c.

59 Camassia leichtlinii suksdorfii Suksdorf Great Camas 4" pot AS SHOWN

73 Camassia quamash Small Camas 4" pot AS SHOWN

13 Cistus salviifolius 'Prostratus' Sageleaf Rockrose #1 48" o.c.

61 Cotula x 'Tiffindel Gold' Tiffindel Gold Brass Buttons #1 24" o.c.

54 Dianella x 'DP401' Clarity Blue™ Flax Lily #1 18" o.c.

35 Eriophyllum lanatum Woolly Sunflower #1 24" o.c.

32 Fragaria chiloensis Beach Strawberry 4" pot 12" o.c.

53 Helianthemum x 'Henflied Brilliant' Henfield Brilliant Rock Rose #1 24" o.c.

188 Iris tenax Oregon Iris #1 18" o.c.

23 Lavandula x intermedia 'Niko' Phenomenal® Lavendin #1 30" o.c.

16 Lobelia tupa Lobelia #1 24" o.c.

9 Origanum laevigatum Oregano #1 18" o.c.

31 Pennisetum spathiolatum Slender Veldt Grass #1 24" o.c.

15 Phlomis fruticosa Jerusalem Sage #1 48" o.c.

95 Potentilla gracilis Slender Cinquefoil #1 18" o.c.

18 Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Rosemary #1 36" o.c.

53 Santolina virens 'Lemon Fizz' Chartreuse Lavender Cotton #1 24" o.c.

645 Sesleria autumnalis Autumn Moor Grass #1 24" o.c.

379 Sesleria x 'Greenlee' Greenlee Moor Grass #1 18" o.c.

105 Sidalcea malviflora var. virgata Checkerbloom #1 18" o.c.

26 Stipa gigantea Giant Feather Grass #1 36" o.c.

14 Vaccinium x 'Sunshine Blue' Sunshine Blue Highbush Blueberry #1 36" o.c.

76 Zauschneria californica 'Bowman's Hybrid' Bowman's California Fuchsia #1 24" o.c.

PLANT SCHEDULE

SYMBOL PLANT NAME / MIX SIZE / SPACING NOTES

GROUNDCOVER SCHEDULE

1. REFER TO IRRIGATION PLANS, L4.1 AND 4.2 FOR IRRIGATION.

2. REFER TO L3.2 FOR SOIL PREPARATION DETAILS, TREE AND

PLANTING INSTALLATION.

PLANTING SOIL FOR

EDIBLE GARDEN

TURF LAWN AREA

SEE SPECS

SEE SPECS

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WEST SIDE IMPROVEMENTS

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ALTERNATE