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
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)
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
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.
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