4
RESIDENCE 3 CAR GARAGE DRIVEWAY 140' EDGE OF FLOOR EXISTING TREES EXISTING TREE EXISTING TREE PROPERTY LINE / LIMIT OF WORK 141.99' PROPERTY LINE S0°08'53"E DECK - MECH. ROOM BELOW SWIMMING POOL 140.00' M GENERAL RAINWATER COLLECTION NOTES 1. MECHANICAL ROOM IS BELOW DECK 2. POOL EQUIPMENT IS BELOW POOL 3. GATES SHALL ALL MEET POOL SPECS 4. SEE IRRIGATION PLAN FOR SWITCHING FROM RAINWATER TO CITY WATER 5. MANHOLE AND RAINWATER FILTER CLEANOUT FLUSH WITH GROUND TO BE COVERED WITH STONES 6. PROVIDE POWER AND GFI OUTLETS FOR ALL PUMPS 7. WORK TO COMPLY WITH ALL APPLICABLE CODES CATCH BASIN HOUSE 2 1 7 33 34 3 SEPARATE PIPE BEYOND 30 F TOP OF WATER CHANNEL 29 1/8" HOLES DRILLED AT BOTTOM OF PIPE BEND GRAVEL PIT TO DRAIN RISER MAX WATER LEVEL J-BOX FOR HOLDING TANK PUMP LOCATED IN TRASH ENCLOSURE 3 REAL OUTLET PIPE LOCATION AT HIGH WATER LINE IN DRAWING SHOWN LOWER FOR CLARITY SLOPE MIN WATER LEVEL 6 11 8 BOTTOM OF CHANNEL FOOTING STREET WATER CHANNEL BEYOND BOTTOM OF CHANNEL 15 22 18 12 8 17 20 4 5 16 13 13 14 10 9 19 20 21 SITE WALL 6' SEE KEY NOTES ABOVE 8" FILTERED RAINWATER TO HOLDING TANK UNFILTERED RAINWATER TO CATCH BASIN RAINWATER IN FROM ROOF CRUSHED STONE DRY WELL SEWER & DRAIN PIPE 1/4" LEACH HOLE COMPACTED TOPSOIL NDS 1/4 BEND SEWER DRAIN ELBOW. NDS POLYOLEFIN POP-UP DRAINAGE EMITTER WITH U.V. INHIBITOR. 1 COLLECTION PIPE FROM ROOF DRAIN RUN THROUGH WATER CHANNEL FOOTING 2 WISY WFF #150 ROOFWATER FILTER WITH WISY EXTENSION PIPE 3 FILTERED RAINWATER DISCHARGE PIPE 4 UNFILTERED RAINWATER DISCHARGE PIPE FROM FILTER TO CATCH BASIN 5 OVERFLOW PIPE FROM HOLDING TANK TO CATCH BASIN 6 WATER LEVEL SENSOR FOR THE LOW WATER FILL LINE 7 ACCESS TO FILTER CLEANOUT 8 VENTED MANHOLE COVER 9 WISY SUBMERSIBLE PRESSURE PUMP TO IRRIGATION MAINLINE 10 IRRIGATION SUPPLY MAINLINE FROM HOLDING TANK 11 CATCH BASIN SUMP PUMP 12 CATCH BASIN DISCHARGE PIPE TO STREET 13 FLOW CALMING DEVICE 14 WISY FLOATING INTAKE 15 ACCESS TO CATCH BASIN 16 STAINLESS STEEL LADDER TO HOLDING TANK 17 STAINLESS STEEL LADDER TO CATCH BASIN 18 NDS POP UP DRAINAGE EMITTER 19 J.BOX FOR SUMBMURGABLE PUMP WITH GFI 20 WIRE TO CONTROLS 21 J. BOX FOR SUMP PUMP WITH GFI 22 CURB 23 IRRIGATION CONTROLS PROVIDE ELECTRIC POWER 24 DOMESTIC WATER 25 VACUUM BREAKER 26 ROOF DRAIN LOCATION 27 ROOF DRAIN DOWNSPOUTS IN WALLS 28 IRRIGATION VALVES - SEE IRRIGATION PLAN L-2.2 29 IRRIGATION MAINLINE 30 PRECAST CONCRETE HOLDING TANK - 2,000 GALLON CAPACITY 31 PIPE FROM VACUUM BREAKER TO AIR GAP DEVICE 32 AIR GAP DEVICE 33 3" PIPE FROM AIR GAP DEVICE TO HOLDING TANK 34 PROPERTY LINE 3 - 2 - 1 - KIMRIDGE ROAD PROPERTY LINE S0°48'53"E KIMRIDGE ROAD PROPERTY LINE S0°48'53"E EXISTING TREE TO REMAIN PROTECT DURING CONSTRUCTION EXISTING TREES TO REMAIN EXISTING TREES TO REMOVE EXISTING TREE TO REMOVE (PINE) EXISTING TREE TO REMOVE EXISTING TREE TO REMOVE (EUCALYPTUS) EXISTING TREE TO REMOVE (EUCALYPTUS) NEW HOUSE FOOTPRINT NEW GARAGE FOOTPRINT 7 EXISTING TREES TO BE REMOVED FOR NEW HOUSE CONSTRUCTION NOTES SEE SHEET L -1.1 FOR LAYOUT PLAN SEE SHEET A.6 (VERIFY) FOR ROOF PLAN SEE SHEET C-2 FOR GRADING PLAN STAINLESS STEEL MESH 2" BELOW RIM SPLASH BAFFEL ELEVATION LOOKING AT WALL 2" SPOUT IN WALL 3" PVC LINE TO HOLDING TANK 6" STAINLESS STEEL CYLINDER OPEN TOP OUTLINE OF STEEL BOX ENCLOSURE 8" WALL 1 16 " STEEL ENCLOSURE CONCRETE FLOOR 1" COPPER SUPPLY PIPE FROM VACUUM BREAKER 2" SPOUT DOOR WITH LATCH TAB TO ANCHOR TO WALL 3" PVC LINE TO HOLDING TANK 6" STAINLESS STEEL CYLINDER STAINLESS STEEL MESH 2" BELOW RIM SECTION THROUGH WALL REDUCER 12" AIRGAP 2" COPPER PIPE TO DISCHARGE A A B B C D E WELD AND GRIND ALL EDGES STEEL BOX ASSEMBLY 2'-2" 10" 10" 2' -0" BOX PAINTED AFTER ASSEMBLY TO MATCH WALL COLOR AIR GAP NOTES 1. NO SHARP EDGES 2. PAINT STEEL BOX TO MATCH WALL 6" 6" IRRIGATION MAINLINE 9 11 12 18 1 1 1 WATER METER 29 23 26 26 26 26 27 27 27 1 24 CATCH BASIN 21 22 33 31 30 3 5 34 19 32 4 28 F 10 2+7 28 28 25 IRR. SUPPLY LINE FROM VACUUM BREAKER TO AIR GAP DEVICE 26 26 27 27 27 8 PLANTER PLANTER PLANTER PLANTER PLANTER ROOF OPENING ROOF OPENING PLANTER WATER CHANNEL WATER CHANNEL SKIMMER SKIMMER BRIDGE POOL GATE GLASS FENCE GATE STAIRS TO MECH. ROOM DRAIN IRRIGATION MAINLINE 9 11 12 18 1 1 1 WATER METER 29 23 26 26 26 26 27 27 27 1 24 CATCH BASIN 21 22 33 31 30 3 5 34 19 32 4 28 F 10 2+7 28 28 25 IRR. SUPPLY LINE FROM VACUUM BREAKER TO AIR GAP DEVICE 26 26 27 27 27 8 PLANTER PLANTER PLANTER PLANTER PLANTER ROOF OPENING ROOF OPENING PLANTER WATER CHANNEL WATER CHANNEL SKIMMER SKIMMER BRIDGE POOL GATE GLASS FENCE GATE STAIRS TO MECH. ROOM DRAIN BOSS & AGNEW ARCHITECTS STEVE MARTINO & ASSOCIATES DON BOSS, A.I.A., CALIFORNIA LICENSE #C-7182 320 FIRST AVENUE NORTH, #200, KETCHUM, IDAHO 83340 T. 208.725.0222 F. 208.725.0333 E. [email protected] STEVE MARTINO, FASLA, CALIFORNIA LICENSE #4383 1501 W. LAWRENCE LN. PHOENIX, AZ 85021 LOS ANGELES, CALIFORNIA 90210 L-1.0 OVERALL SITE PLAN AND RAINWATER COLLECTION PLAN SCHEMATIC SECTION OF RAINWATER COLLECTION SYSTEM RAINWATER COLLECTION SITE PLAN WISY RAINWATER FILTER POP-UP DRAINAGE EMITTER LANDSCAPE DEMO PLAN KEY NOTES RAINWATER COLLECTION SYSTEM DRAWING DATE 4/23/2012 1/8" = 1'-0" SHEET INDEX KIMRIDGE ROAD PROJECT L-1.0 OVERALL SITE PLAN - RAINWATER COLLECTION PLAN L-1.1 HARDSCAPE LAYOUT PLAN L-1.2 N-S SECTION LOOKING WEST L-1.3 N-S SECTIONS LOOKING EAST L-1.4 E-W SECTION LOOKING NORTH L-1.5 HARDSCAPE DETAILS-POOL LIGHTING PLAN L-1.6 HARDSCAPE AND LANDSCAPE LIGHTING PLAN L-2.0 PLANTING PLAN L-2.1 UNDERGROUND SLEEVE PLAN L-2.2 IRRIGATION PLAN L-2.3 IRRIGATION DETAILS 12" AIR GAP DEVICE 1" = 1'-0" 1" = 1'-0" NTS 1/16" = 1'-0" 1/2" = 1'-0" 1 2 3

Work Samples Lora Martens

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Page 1: Work Samples Lora Martens

RESIDENCE

3 CAR GARAGE

DRIVEWAY

140'

EDGE OF FLOOR

EXISTINGTREES

EXISTINGTREE

EXISTING TREE

PRO

PER

TY L

INE

/ LIM

IT O

F W

OR

K 1

41.9

9'

PROPERTY LINE S0°08'53"E

DECK -MECH. ROOM

BELOW

SWIMMINGPOOL

140.00'

M

GENERAL RAINWATERCOLLECTION NOTES1. MECHANICAL ROOM IS BELOW DECK2. POOL EQUIPMENT IS BELOW POOL3. GATES SHALL ALL MEET POOL SPECS4. SEE IRRIGATION PLAN FOR SWITCHING

FROM RAINWATER TO CITY WATER5. MANHOLE AND RAINWATER FILTER

CLEANOUT FLUSH WITH GROUND TO BECOVERED WITH STONES

6. PROVIDE POWER AND GFI OUTLETS FORALL PUMPS

7. WORK TO COMPLY WITH ALL APPLICABLECODES

CATCHBASIN

HOUSE

2

1

7

33

34

3

SEPARATE PIPEBEYOND

30

F

TOP OF WATERCHANNEL

29

1/8" HOLES DRILLEDAT BOTTOM OF PIPE BEND

GRAVEL PIT TODRAIN RISER

MAXWATERLEVEL

J-BOX FOR HOLDINGTANK PUMP LOCATED

IN TRASH ENCLOSURE

3

REAL OUTLET PIPELOCATION ATHIGH WATER

LINE IN DRAWINGSHOWN LOWER

FOR CLARITY

SLOPE

MINWATERLEVEL

611

8

BOTTOM OFCHANNELFOOTING

STREET

WATER CHANNELBEYOND

BOTTOM OFCHANNEL

15

2218

12

8

17

20

4

5

16

131314

10

9

19

2021

SITE WALL

6'

SEE KEY NOTESABOVE

8"

FILTEREDRAINWATERTO HOLDINGTANK

UNFILTEREDRAINWATER

TO CATCH BASIN

RAINWATER INFROM ROOF

CRUSHED STONE DRY WELL

SEWER & DRAIN PIPE

1/4" LEACH HOLE

COMPACTED TOPSOIL

NDS 1/4 BEND SEWER DRAINELBOW.

NDS POLYOLEFIN POP-UPDRAINAGE EMITTER WITH U.V.INHIBITOR.

1 COLLECTION PIPE FROM ROOFDRAIN RUN THROUGH WATERCHANNEL FOOTING

2 WISY WFF #150 ROOFWATERFILTER WITH WISYEXTENSION PIPE

3 FILTERED RAINWATERDISCHARGE PIPE

4 UNFILTERED RAINWATERDISCHARGE PIPE FROMFILTER TO CATCH BASIN

5 OVERFLOW PIPE FROM HOLDINGTANK TO CATCH BASIN

6 WATER LEVEL SENSOR FOR THELOW WATER FILL LINE

7 ACCESS TO FILTER CLEANOUT 8 VENTED MANHOLE COVER 9 WISY SUBMERSIBLE

PRESSURE PUMP TOIRRIGATION MAINLINE

10 IRRIGATION SUPPLY MAINLINEFROM HOLDING TANK

11 CATCH BASIN SUMP PUMP 12 CATCH BASIN DISCHARGE PIPE

TO STREET13 FLOW CALMING DEVICE14 WISY FLOATING INTAKE15 ACCESS TO CATCH BASIN16 STAINLESS STEEL LADDER TO

HOLDING TANK17 STAINLESS STEEL LADDER TO

CATCH BASIN18 NDS POP UP DRAINAGE

EMITTER19 J.BOX FOR SUMBMURGABLE

PUMP WITH GFI20 WIRE TO CONTROLS21 J. BOX FOR SUMP PUMP WITH

GFI22 CURB23 IRRIGATION CONTROLS

PROVIDE ELECTRIC POWER24 DOMESTIC WATER25 VACUUM BREAKER26 ROOF DRAIN LOCATION27 ROOF DRAIN DOWNSPOUTS IN

WALLS28 IRRIGATION VALVES -

SEE IRRIGATION PLAN L-2.229 IRRIGATION MAINLINE30 PRECAST CONCRETE

HOLDING TANK - 2,000 GALLON CAPACITY

31 PIPE FROM VACUUM BREAKERTO AIR GAP DEVICE

32 AIR GAP DEVICE

33 3" PIPE FROM AIR GAP DEVICETO HOLDING TANK

34 PROPERTY LINE

3-

2-

1-

KIMRIDGE ROAD

PROPERTY LINE S0°48'53"E

KIMRIDGE ROAD

PROPERTY LINE S0°48'53"E

EXISTING TREE TO REMAINPROTECT DURING CONSTRUCTION

EXISTINGTREES TOREMAIN

EXISTINGTREESTO REMOVE

EXISTING TREETO REMOVE(PINE)

EXISTINGTREETO REMOVE

EXISTING TREETO REMOVE(EUCALYPTUS)

EXISTING TREE TO REMOVE(EUCALYPTUS)

NEW HOUSEFOOTPRINT

NEW GARAGEFOOTPRINT

7 EXISTING TREESTO BE REMOVEDFOR NEW HOUSECONSTRUCTION

NOTESSEE SHEET L -1.1 FOR LAYOUT PLANSEE SHEET A.6 (VERIFY) FOR ROOF PLANSEE SHEET C-2 FOR GRADING PLAN

STAINLESS STEELMESH 2" BELOW RIMSPLASH

BAFFEL

ELEVATION LOOKING AT WALL

2"SPOUT IN WALL

3" PVC LINE TOHOLDING TANK

6" STAINLESSSTEEL CYLINDER

OPEN TOP

OUTLINE OFSTEELBOXENCLOSURE

8" WALL

116" STEEL ENCLOSURE

CONCRETEFLOOR

1" COPPER SUPPLYPIPE FROM

VACUUM BREAKER

2" SPOUTDOOR WITHLATCH

TAB TO ANCHORTO WALL

3" PVC LINE TOHOLDING TANK

6" STAINLESSSTEEL CYLINDER

STAINLESS STEEL MESH2" BELOW RIM

SECTION THROUGH WALL

REDUCER

12" AIRGAP

2" COPPER PIPETO DISCHARGE

A A

B BC

D

E

WELD ANDGRINDALLEDGES

STEEL BOX ASSEMBLY

2'-2"

10"

10"

2' -0"

BOX PAINTEDAFTER ASSEMBLYTO MATCH WALLCOLOR

AIR GAP NOTES

1. NO SHARP EDGES2. PAINT STEEL BOX TO MATCH WALL

6"6"

IRRIGATIONMAINLINE

9

11 12

18

1

1

1

WATERMETER

29

23

26

2626

26

27

27

271

24

CATCHBASIN

21

22

33

31

30

3

5

34

19

32

4

28

F

10

2+7

28

28

25

IRR. SUPPLY LINEFROM VACUUMBREAKER TO AIRGAP DEVICE

26

26

27

27

27

8

PLANTERPLANTER

PLANTERPLANTER

PLANTER

ROOF OPENING

ROOF OPENING

PLANTER

WATER CHANNEL

WATER CHANNEL SKIMMER

SKIMMER

BRIDGE

POOLGATE

GLASSFENCE

GATE

STAIRS TOMECH. ROOM

DRAIN

IRRIGATIONMAINLINE

9

11 12

18

1

1

1

WATERMETER

29

23

26

2626

26

27

27

271

24

CATCHBASIN

21

22

33

31

30

3

5

34

19

32

4

28

F

10

2+7

28

28

25

IRR. SUPPLY LINEFROM VACUUMBREAKER TO AIRGAP DEVICE

26

26

27

27

27

8

PLANTERPLANTER

PLANTERPLANTER

PLANTER

ROOF OPENING

ROOF OPENING

PLANTER

WATER CHANNEL

WATER CHANNEL SKIMMER

SKIMMER

BRIDGE

POOLGATE

GLASSFENCE

GATE

STAIRS TOMECH. ROOM

DRAIN

BOSS & AGNEW ARCHITECTS STEVE MARTINO & ASSOCIATESDON BOSS, A.I.A., CALIFORNIA LICENSE #C-7182320 FIRST AVENUE NORTH, #200, KETCHUM, IDAHO 83340T. 208.725.0222 F. 208.725.0333 E. [email protected]

STEVE MARTINO, FASLA, CALIFORNIA LICENSE #43831501 W. LAWRENCE LN. PHOENIX, AZ 85021

LOS ANGELES, CALIFORNIA 90210

L-1.0OVERALL SITE PLAN AND RAINWATER COLLECTION PLAN

SCHEMATIC SECTION OF RAINWATER COLLECTION SYSTEM

RAINWATER COLLECTION SITE PLAN

WISY RAINWATER FILTER POP-UP DRAINAGE EMITTER

LANDSCAPE DEMO PLAN

KEY NOTESRAINWATER COLLECTION SYSTEM

DRAWING DATE 4/23/2012

1/8" = 1'-0"

SHEET INDEX KIMRIDGE ROAD PROJECT

L-1.0 OVERALL SITE PLAN - RAINWATER COLLECTION PLANL-1.1 HARDSCAPE LAYOUT PLANL-1.2 N-S SECTION LOOKING WESTL-1.3 N-S SECTIONS LOOKING EASTL-1.4 E-W SECTION LOOKING NORTHL-1.5 HARDSCAPE DETAILS-POOL LIGHTING PLANL-1.6 HARDSCAPE AND LANDSCAPE LIGHTING PLANL-2.0 PLANTING PLANL-2.1 UNDERGROUND SLEEVE PLANL-2.2 IRRIGATION PLANL-2.3 IRRIGATION DETAILS

12" AIR GAP DEVICE1" = 1'-0"

1" = 1'-0" NTS

1/16" = 1'-0"

1/2" = 1'-0"

1 2

3

Page 2: Work Samples Lora Martens

ROOF DRAIN W/ LEAF SCREEN

SITE WALL

FF 500.33'

OUTFLOWTO STREET

RAIN WATER CATCHMENT SYSTEM - DIAGRAMMATIC

DRAIN LINEMECHANICAL ROOM SUMP PUMP

MECHANICAL ROOM

VENT AND OVERFLOWTO STREET

GATE VALVE

WATERCHANNEL

STEVE MARTINO LANDSCAPE ARCHITECT

HOUSE

CLEAN OUT500.33'

DRAIN LINE

W/ GRAVITY OVERFLOW TO STREET

not to scale

LOW WATERIRRIGATION

PUMP CUT-OFF

TO STREET

GRATE AND LEAF SCREEN

RIM 11/2" BELOWFINISH FLOOR

WISY WFF150 FILTER

1,100GAL

1,100GAL

COLLECTIONCHAMBER

INLET PIPE W/ CHECK VALVEOUTLET PIPE W/ GATE VALVEPLACED SO THEY DON'T OVERLAP

TO THE STREET (VIA ACHAMBER AND PUMP)?

OPTIONALTURBULENCECALMING DEVICE

FLOAT AND IRRIGATION PUMP

* WHEN WATERTANK IS FULL,ROOF WATERWILL OVERFLOWTO STREET

SQ FOOTAGE OF ROOFAPPROX. 2,500 SQUARE FEET(240 SQUARE METERS)

Page 3: Work Samples Lora Martens

REMOVABLETHREADED

BRASSDRAINPIPE

4"

BALANCE LINE

WATER LEVEL1/4" BELOW TOP

WATER LINE

FLOAT VALVE BOX

WATER SUPPLYW/ ANTI- SIPHON

PROTECTEDWASH

1" DRAINLINE TOWATER BASIN

2'-2" +/-

#4 REBAR@ 12" O.C.EACH WAY

27°2"

EXISTING GRADE

EXISTING GRADE

6"

6"

BRASS NIPPLE

1'-4"

10'

8"

8"

SEE PLAN FORLOCATION

CAST IN PLACECOLORED CONCRETE TO BE SELECTED300 PSI

Goldman Residence - Water FeatureSteve Martino and Associates 12/12/2012

WATER FEATURE SECTION3/4" = 1'-0"

WATER FEATURE ELEVATION1/2" = 1'-0"

Sheet 2 of 2

Page 4: Work Samples Lora Martens

0

2.5

5

10

20 FEET

WATER MANHOLE

FIRE HYDRANT

WATER METER

EXISTING TREES FROMSURVEY

EXISTING TREES/SHRUBSNOT ON SURVEY

PV

CC

PALO VERDE

CAT CLAW ACACIA

PLANTING LEGEND

M

Olneya tesota

NEW TREESBOTANICAL NAME

NEW SHRUBS

Baileya multiradiata

Encelia farinosa

Ericameria laricifolia

Justicia californica

Larrea tridentate

Salvia Gregii

Simmondsia chinensis

Viguiera parishii

Ziziphus obtusifloia

NEW CACTUS/ACCENTS

Agave geminiflora

COMMON NAME SIZE QUANTITY

Ironwood 48" BOX 4

Desert Marigold 1 GALLON 43

Brittle Bush

Chuparosa

Creosote

Jojoba

Golden Eye

Greythorn

Twin Flowered Agave

Saguaro

Desert Spoon

Hedgehog Cactus

Ocotillo

Beavertail Prickly

Organ Pipe

1 GALLON

5 GALLON

15 GALLON

5 GALLON

5 GALLON

5 GALLON

5 GALLON

15 GALLON

SEE PLAN

5 GALLON

5 GALLON

24" BOX

1 GALLON

23

66

14

44

38

12

10

10

3

27

10

14

24

2

NEW BOULDERS

Turpentine Bush 1 GALLON 55

Autumn Sage

48" BOX36" BOX24" BOX

Parkinsonia florida Blue Palo Verde

Octopus AgaveAgave vilmoriniana

Carnegiea gigantiea

Dasylirion wheelerii

Echinocereustriglochidiatus

Fouquieria splendens

Opuntia basilarisPear Cactus

Stenocereus thurberi TBD

Casealpinia x Sierra Sun 24" BOX 1

36" BOX 1

15 GALLON

13111

5 GALLON 17

VEGETATION COUNT FORMIRABEL DESIGN GUIDELINES

48" BOX TREES

SIZE # REQUIRED # PROVIDED

5 TREES 5 TREES

5 GALLON MIN.SHRUBS

180 267

Engelmann Prickly 1 GALLON 37Opuntia engelmaniiPear Cactus

Hesperaloe parviflora Hesperaloe 5 gallon 11

(multi-trunked)

(multi-trunked)

18" - HDPE - D

18" - HDPE - D

2806

2806

2807

2808

2807

2804

2803

2802

2801

2801

2802

2808

2807

2806

2804

2803

2802

2801

2802

2804

2803

2809

28092809

2809

2809

2809

2807

2805

2805

2805

5082

2810

2800

2800

2805

2805

8" PALO

12" PALO

6" MESQ.

6" MESQ.

6" MESQ.

12" PALO

8" PALO

4" PALO

PV

CC

CC

CCCC

CCCC CC

24" MESQ

WH

M

M

OPENAREA

RIP RAP SWALE

1 HESPERALOEUNDEROVERHANG

2 HESPERALOE3 SALVIA GREGGIIN PLANTERUNDER OVERHANG

SAGUARO8' SPEAR

24" BOX

36" BOX

48" BOX

48" BOX

48" BOX

48" BOX

36" BOX 48" BOX

24" BOX

24" BOX

24" BOX

24" BOX

24" BOX

24" BOX

24" BOX

24" BOX

24" BOX

STEELHEADER

SAGUARO8' SPEAR

36" BOX

WATERFEATURE

24" BOX

L1.41

SAGUARO6' SPEAR

SAGUARO8' SPEAR

5 SALVIAIN PLANTER

PERFORATEDDRAINAGEPIPE

L1.41

15 GALLON

36" BOX

Steve Martino & AssociatesLandscape Architecture

1501 W. Lawrence Lane Phoenix, AZ 85021Phone: 602.957.6150 Email: [email protected]

Project No: _____________________Scale:_________________________Date:__________________________Drawn:_________________________Checked:_______________________

130013/32" = 1'-0"2-5-2013LM/SMSM

Scale: 3/32" = 1'-0" N

LOCATE UNDERGROUND UTILITIES PRIOR TO

ALL CONSTRUCTION TO CONFORM TO ALLAPPLICABLE CODES AND ORDINANCES -(COUNTY, CITY, STATE AND HEALTH DEPARTMENT).

THE LANDSCAPE CONTRACTOR SHALLCOORDINATE HIS WORK AS NECESSARY WITH THATOF OTHER CONTRACTORS ON THE SITE TO INSUREORDERLY AND EFFICIENT COMPLETION OF ALL

CONTRACTOR SHALL VERIFY SITE CONDITIONS ANDREVIEW PLANS WITH LANDSCAPE ARCHITECT (L.A.)PRIOR TO STARTING CONSTRUCTION.

LANDSCAPE ARCHITECT OR HIS REPRESENTATIVERESERVES THE RIGHT TO REJECT ANY PLANTMATERIAL HE DEEMS UNACCEPTABLE.

LANDSCAPE CONTRACTOR SHALL ESTABLISH ORPROTECT FINISH GRADES AS INDICATED ON PLANS.GRADING AND CONSTRUCTION OPERATIONS SHALLNOT INTERFERE WITH EXISTING DRAINAGE FLOWS.

5.

6.

WORK.

STARTING AND PROTECT.

4.

2.

3.

LANDSCAPE NOTES1.

BACKFILL SHALL BE COMPACTED TO 90% OFMAXIMUM DENSITY IN 6" LIFTS. EXCAVATED SOILFROM SITE MAY BE USED AS FILL.

PART NITROGEN STABILIZED FIR OR PINESHAVINGS. PH FACTOR SHALL BE 4.0 TO 4.5 WITH75% TOTAL NITROGEN, 1 TO 15% TOTAL IRONCOMPOSTED, LEACHED AND AGED FOR 10 MONTHS

USE A PLANT BACKFILL MIX OF 4 PARTS SOIL TO 1

MINIMUM.

8.

ALL FILL MATERIAL SHOULD BE PREDOMINANTLYGRANULAR NON-EXPANSIVE, CLEAN OF ALLORGANIC OR DERERIOUS SUBSTANCES, AND HAVEA PLASTICITY INDEX LESS THAN TEN (10).

7.

UNWANTED WEEDS AND GRASSES SHALL BE

MANUFACTURERS INSTRUCTION AND REMOVED INCOMPLIANCE WITH STATE LAWS. REAPPLY ASNECESSARY TO COMPLETELY KILL, REMOVE DEAD

TREATED WITH "ROUND-UP" AS PER

WEEDS.

15.

ANY DISCREPANCIES IN PLANS OR BETWEENDRAWINGS AND SITE SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECTIMMEDIATELY FOR CLARIFICATION.

16.

MATERIAL UNTIL ACCEPTANCE.

GUARANTEE TREES FOR 1 YEAR, AND SHRUBS FOR 3 MONTHS FROM DATE OFACCEPTANCE OF LANDSCAPE ARCHITECT.CONTRACTOR SHALL MAINTAIN ALL PLANT

17.

BELOW ADJACENT PAVEMENT. FINISH GRADES FORTURF AREAS SHALL BE 1 1/2" BELOW ADJACENT

FINISH GRADE FOR PLANTING BEDS SHALL BE 3"

PAVING.

19.

BY LANDSCAPE ARCHITECT.

PLANTING AND IRRIGATION MAY BE MODIFIED TOADAPT TO CONDITIONS ON SITE AFTER APPROVAL

18.

OR APPROVED EQUAL PRE-EMERGENT AS PER

COMPLIANCE WITH STATE LAWS.INSTRUCTIONS OF MANUFACTURER AND IN

GROUND COVER, DESERT PAVEMENT OR CRUSHEDGRANITE SHALL EXTEND UNDER SHRUBS. CRUSHEDGRANITE AND DESERT PAVEMENT SHALL NOT BEPLACED ON SHRUBS AND GROUND COVER STEMS.

LOCATE PLANTS AWAY FROM EXISTING SPRINKLERHEADS, LIGHT FIXTURES, OR ANY OTHER

PROVIDE ELECTRICAL AND IRRIGATION(SCHEDULE 40) SLEEVES UNDER NEW PAVING TO

STAKE TREES AT TIME OF PLANTING. MAINTAIN ALLPLANTS UNTIL ACCEPTANCE OR WORK AS PART

CRUSHED GRANITE AREAS (D.G.), NEW 'DESERT PAVEMENT' AND PLANTER BEDS SHALL BE TREATED WITH SURFLAN

OBSTRUCTIONS.

OF THE CONTRACT.

ALL PLANTERS.

12.

13.

10.

11.

9.

TO LANDSCAPE ARCHITECT.

CRUSHED GRANITE SHALL BE 2" MINIMUMTHICKNESS, 1/2" MINUS SIZE, COLOR TO MATCH SOILCOLOR OF SITE, SUBMIT SAMPLE FOR APPROVAL

14.

WATER TEST ALL TREE PLANTING HOLES PRIOR TOPLANTING. IF TREE HOLE DOES NOT DRAIN WITHIN24 HOURS, DO NOT PLANT. USE HARDPAN DETAIL.HOLE DRAINAGE SHALL BE APPROVED BY

SHALL APPROVE FIELD STAKING OR TREES,BOULDERS, SHRUBS.LANDSCAPE ARCHITECT MAY ADJUST PLANTLOCATIONS ON SITE AT HIS DISCRETION.

LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE21.

LANDSCAPE ARCHITECT.

20.

LANDSCAPE ARCHITECT MAY APPROVE ALLTREES AT THEIR SOURCE. PROVIDE TREE PHOTOS & LOCATIONS TO LANDSCAPE ARCHITECT.

22.

PROVIDE UNIT PRICE FOR EACH PLANT SIZEINSTALLED FOR ADD AND DELETION PURPOSES.PROVIDE UNIT COST FOR EMITTER INSTALLATION.

DOUBLE STAKE 15 GALLON THROUGH 30" BOX

OVER EXCAVATE TREE HOLES. DIG AS DEEP ASCONTAINER AND 2 TIMES THE WIDTH OF CONTAINERIF POSSIBLE.

TREES.25.

24.

23.

USE FERTILIZER TABS, MULCH AND GYPSUM INBACKFILL. COORDINATE AMOUNTS WITHLANDSCAPE ARCHITECT.

26.

PROVIDE 10' LONG RIP RAP SAMPLE SWALE FOR 27.APPROVAL.

LANDSCAPE ARCHITECT OR HISREPRESENTATIVE SHALL BE GIVEN 2 DAYSNOTICE PRIOR TO THE FOLLOWING REQUIREDSITE OBSERVATIONS UNLESS A REVISEDSCHEDULE IS PROVIDED TO THE CONTRACTOR:- ROUGH GRADING- UPON COMPLETION OF FINE GRADING.- UPON INSTALLATION OF IRRIGATION SYSTEMPRIOR TO BACKFILLING.- AFTER SPOTTING TREES, BUT PRIOR TOPLANTING.- UPON COMPLETION OF ALL WORK SPECIFIEDIN THE DRAWINGS AND SPECIFICATIONS FORPROJECT ACCEPTANCE BY THE LANDSCAPEARCHITECT TO ESTABLISH THE START OF THESPECIFIED LANDSCAPE MAINTENANCE PHASEOF THIS CONTRACT WORK.

28.