Revised Landscape Plan 1-28-191. TURF PLAY FIELD PER SPECIFICATION SECTION 329200.
2. 4' TALL CHAIN LINK FENCE IN CONCRETE FLATWORK, SEE DETAIL 8/L1.50.
2.1. 4' TALL CHAIN LINK FENCE IN 18" MOW CURB, SEE DETAIL 7/L1.50.
2.2. HINGE GATE TO MATCH FENCING IN CONCRETE FLATWORK, REFERENCE
SPECIFICATION SECTION 32 31 13.
3. CHAIN LINK FENCE GATE FOR TRASH ENCLOSURE, SEE DETAIL 8/L1.50. GATES
SHALL OPEN 120 DEGREES OR MORE.
4. ROLLING GATE, REFER TO SPECIFICATION SECTION 323113, INSTALL PER
MANUFACTURERS RECOMMENDATION.
5. FLAGPOLE PER SPECIFICATION SECTION 107516. INSTALL PER MANUFACTURERS
RECOMMENDATION.
6. CONCRETE EDGING, SEE DETAIL 5/L1.50.
7. PLAYGROUND EQUIPMENT, REFER TO SPECIFICATION SECTION 116816.
7.1. BASKETBALL STANDARD, SEE DETAIL 2/L1.51.
7.2. GAGA BALL.
7.3. TETHERBALL, SEE DETAIL 1/L1.51.
7.4. COROCORD ARC TUNNEL
7.5. LSI HEMISPHERE CLIMBER
7.6. COROCORD EXPLORER ARC
7.7. KOMPAN CRYSTAL SPHERE
7.8. GORIC EUROFELX BALLS- RED, YELLOW, GREEN AND BLUE. SIZES VARY.
7.9. KOMPAN BLOQX3
7.10. BERLINER SCULPTURA.03
8. PAINTED GAMES SHALL MEET ISPWC SECTION 1104 STANDARDS.
8.1. FOURSQUARE, SEE DETAIL 3/L1.51.
8.2. USA MAP, SEE DETAIL 5/L1.51.
8.3. HOP SCOTCH, SEE DETAIL 4/L1.51.
8.4. AGILITY COURSE, SEE DETAIL 6/L1.51.
9. EXISTING STREET TREES TO BE PRESERVED AND PROTECTED, REFERENCE TREE
PROTECTION NOTES ON SHEET L1.01.
10. EXISTING STREET TREE TO BE REMOVED.
11. 6" CURB WHERE SYNTHETIC TURF MEETS ASPHALT, SEE DETAIL 6/L1.50.
12. DERO SWERVE RACK, SURFACE MOUNT PER MANUFACTURER'S STANDARDS.
POWDER COAT, COLOR TO BE APPROVED BY OWNER.
13. SKATEDOCK SM10X BY GROUND CONTROL SYSTEMS, SURFACE MOUNT PER
MANUFACTURER'S STANDARDS. POWDER COAT, COLOR TO BE APPROVED BY
OWNER. 30 STALL IN TOTAL.
14. 6' WIDE ASPHALT WALKING PATH.
15. 6" VERTICAL CURB PER ISPWC SD-701A.
16. EXISTING FENCE TO BE PRESERVED AND PROTECTED.
Keynotes
CALLOUT NUMBERS COORDINATED
# TO NUMBERED NOTES BELOW.
A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH
IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO
BEGINNING WORK.
B. NEW TREE PLANTING, SEE DETAILS 1 & 2/L1.50. CONTRACTOR SHALL STAKE ALL
TREES DEEMED NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH
LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION.
C. NEW SHRUB PLANTING. SEE DETAIL 3 & 4/L1.50.
D. 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.
E. ALL PLANTING BEDS SHALL BE COVERED WITH 3" DEPTH OF MEDIUM GRIND BARK
MULCH.
F. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR
BEGINNING AT THE DATE OF 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.
G. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN
+0"
A
B
C
D
LONG JUMP
0'
2'
2' 6"
3'
3' 6"
4'
4' 6"
5'
5' 6"
6'
6' 6"
7'
7' 6"
8'
8' 6"
1'
1' 6"
0' 6"
9'
9' 6"
10'
SPRINT
START
FINISH
PUSH UP
1
2
4
3
5
6 7
8
9 10
3
4
2
1
3
4
2
1
3
4
2
1
3
4
2
1
1
2
4
3
5
DRAWING NO.:
2400 E. Riverwalk Drive
Boise, Idaho 83706
www.lkvarchitects.com
208.336.3443
DATE:
LKV PROJECT #:
DRAWN BY:
CHECKED BY:
PLEASANT VIEW ELEMENTARY SCHOOL
WEST ADA SCHOOL DISTRICT
MERIDIAN, IDAHO
Revisions
# Description Date
TLG PN: 118103
NOTES:
1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS
RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE
YEAR WARRANTY PERIOD.
2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO
INSTALLATION OF PLANT MATERIAL.
4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR
FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO
PREVENT SLIPPAGE.
5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE
ARCHITECT IMMEDIATELY.
PREVAILING WIND DIRECTION
REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO
INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;
IMPROPERLY PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL
COMMERCIAL SLOW RELEASE FERTILIZER TABLETS
BACKFILL WITH SOIL PLANTING MIX. SEE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK
2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.
RUBBER CINCH TIE
FINISH GRADE
ROOT PROBE
SOIL LINE
UTILIZE SOIL/ROOT PROBE AROUND TRUNK
(APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.
REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP
1
2 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
LEFT ON THE BOTTOM OF THE ROOTBALL.
2x ROOTBALL DIAMETER
3x ROOTBALL DIAMETER
DRAWING NO.:
2400 E. Riverwalk Drive
Boise, Idaho 83706
www.lkvarchitects.com
208.336.3443
DATE:
LKV PROJECT #:
DRAWN BY:
CHECKED BY:
PLEASANT VIEW ELEMENTARY SCHOOL
WEST ADA SCHOOL DISTRICT
MERIDIAN, IDAHO
Revisions
# Description Date
TLG PN: 118103
Landscape Details
L1.51
60% CDS
DAR
SCC
1/28/2019
7' 3' 3' 3'
4'
R6'
8" TYP.
12'
19'
WHITE LANE SPACING MARK,
8-IN DEPTH X 2-IN WIDE (TYP.)
WHITE NEUTRAL ZONE
MARK, 12-IN WIDE X 8-IN
DEPTH (TYP.)
2-IN WHITE STRIP
8-IN WHITE BASELINE STRIP.
R19.75'
NOTES:
1. ALL PAINT MARKINGS SHALL MEET ISPWC SECTION 1104 STANDARDS.
Scale: 3/32" = 1'
3 Point Basketball Court Layout
2
3
16'
16'
8' 8'
8' 8'
4
2
1
1. ALL PAINT MARKINGS SHALL MEET ISPWC SECTION 1104 STANDARDS.
2. STRIPING WIDTH AS SHOWN.
3. REFER TO SPECIFICATION SECTION 32 12 16 FOR PAVEMENT MARKINGS.
4. BOX 1 - YELLOW, BOX 2 - GREEN, BOX 3 - BLUE, BOX 4 - RED.
NOTES
2-IN PAINTED
WHITE STRIPES
6-IN TALL PAINTED
WHITE STENCILED
NUMBERS
PAINT SOLID COLOR IN
ALL BOXES, COLORS
DRAWING NO.:
2400 E. Riverwalk Drive
Boise, Idaho 83706
www.lkvarchitects.com
208.336.3443
DATE:
LKV PROJECT #:
DRAWN BY:
CHECKED BY:
PLEASANT VIEW ELEMENTARY SCHOOL
WEST ADA SCHOOL DISTRICT
MERIDIAN, IDAHO
Revisions
# Description Date
TLG PN: 118103
CONSTRUCTION
NOT FOR
Irrigation Details
L2.50
60% CDS
DAR
SCC/MD
1/28/2019
TRENCH SECTION
SCALE: NTS
LOCATOR TAPE - 6" DEPTH
(PLACED ABOVE MAINLINE ONLY)
LATERAL - 18" DEPTH
MAINLINE - 24" DEPTH
TAPE AND BUNDLE CONTROL
WIRE AT 10'-0" O.C. INTERVALS,
PLACE TO SIDE OF MAINLINE
FINISH GRADE AT TOP OF TRENCH SHALL MATCH
SURROUNDING FINISH GRADE
FINISH GRADE
12 AWG TRACER WIRE
(SOLID BARE COPPER)
SAND OR ROCK FREE SOIL
AROUND ALL PIPE
24"
6" 12" 6"
1
MIN. 24" COVER
MIN. 18"
EXTENSION
PVC LATERAL OR
MAINLINE
PVC SLEEVE TWICE THE SIZE
OF IRRIGATION LATERAL OR
MAINLINE
PAINTED 2" x 4" STAKE
EXTENDED 24" ABOVE GRADE
SLEEVING SECTION
SCALE: NTS
CONTROL WIRE SLEEVE. WIRE SHALL
NOT BE RAN IN SAME SLEEVE AS
IRRIGATION PIPING.
2
PVC MAINLINE
DUCTILE IRON TEE
DRAWING NO.:
2400 E. Riverwalk Drive
Boise, Idaho 83706
www.lkvarchitects.com
208.336.3443
DATE:
LKV PROJECT #:
DRAWN BY:
CHECKED BY:
PLEASANT VIEW ELEMENTARY SCHOOL
WEST ADA SCHOOL DISTRICT
MERIDIAN, IDAHO
Revisions
# Description Date
TLG PN: 118103
CONSTRUCTION
NOT FOR
Irrigation Details
L2.51
60% CDS
DAR
SCC/MD
1/28/2019
FLOW
5 TIMES
DIAMETER OF PIPE
FINISH GRADE
10 TIMES
DIAMETER OF PIPE
HYDROMETER/MASTER VALVE PER PLAN
RECTANGULAR HEAVY DUTY
PLASTIC VALVE BOX WITH LOCKING LID,
AS SPECIFIED
(2) LEEMCO FLANGE TO BELL
ADAPTOR (RF-3F4B) 4" BELL x 3" FLG
4" PVC MAINLINE
VALVE BOX EXTENSION
AS REQUIRED
BRICK (1 OF 4)
3" DIA. FLANGED SCH. 40 STEEL SPOOL
3" DIA. FLANGED SCH. 40 STEEL SPOOL
FILTER FABRIC BARRIER
6" DEPTH OF 3/4" CRUSHED
AGGREGATE
FLOW SENSOR - 4" MAINLINE
SCALE: NTS
4" PVC MAINLINE
NOTE:
1. REFER TO JOINT RESTRAINT CHART FOR
MORE INFORMATION, DETAIL 9 L2.50
1
LEEMCO SPIGOT x BELL
SELF-RESTAINED, RESILIENT
WEDGE GATE VALVE
6" ADS, LENGTH AS REQUIRED
6" DEPTH 3/4" CRUSHED
AGGREGATE
FILTER FABRIC BARRIER
12" ROUND VALVE BOX
FINISH GRADE
MAINLINE ISOLATION VALVE
SCALE: NTS
NOTE:
1. REFER TO JOINT RESTRAINT CHART FOR MORE
INFORMATION, DETAIL
BRICK PAVERS (1 OF 3)
1
L2.50
3 MANUAL DRAIN VALVE
SCALE: NTS
LEEMCO SB-SERIES SERVICE
TEE. DIRECT OUTLET DOWN TO
ENSURE MAINLINE CAN BE
FULLY DRAINED.
LEEMCO SS GATE VALVE WITH CROSS
HANDLE (LGT11SS304X)
6" DIA. ADS, LENGTH AS REQUIRED
6" DEPTH DRAIN ROCK
12" ROUND VALVE BOX
FINISH GRADE
(3) SS NIPPLE 4" LONG MIN.
SS 90° ELBOW (TYP.)
DRAIN ROCK -2 C.F. MIN.
NOTE:
1. REFER TO JOINT RESTRAINT CHART FOR
MORE INFORMATION, DETAIL
BRICK PAVER (1 OF 3)
1
L2.50
9 L2.50
4
3"
MIN.
QUICK COUPLE VALVE
WITH COVER
12" ROUND VALVE BOX
FINISH GRADE
LEEMCO QCV STABILIZER
6" DEPTH 3/4" CRUSHED
AGGREGATE
SCH. 80 NIPPLE
QUICK COUPLER VALVE
SCALE: NTS
BRICK PAVER (1 OF 4)
SWING JOINT WITH TRIPLE TOP
1" RAIN BIRD TSJ (12" OR 18")
1" HUNTER HSJ (12" OR 18") LEEMCO RSST SADDLE
MAINLINE
5
LEEMCO
HC-200
LV-220
18
FINISH GRADE
FILTER FABRIC BARRIER ON SIDES
AND BOTTOM OF VALVE BOX.
6" DEPTH PEA GRAVEL SUMP
BRICK PAVERS (1 OF 4)
SCH. 80 TOE NIPPLE. LENGTH AS
REQUIRED (TYP.). CUT THREADS OFF
LV-220 SIDE OF NIPPLE AND SECURE
WITH CLAMPS.
LEEMCO LV-220 SERIES ANGLE
VALVE WITH SCH. 80 TOE NIPPLE.
REMOTE CONTROL VALVE PER
PLANS CHRISTY
VALVE ID TAG.
NOTE:
1. ALL PVC FITTINGS SHALL BE SCH. 40 UNLESS OTHERWISE NOTED.
2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS
APPROVED BY ARCHITECT. TAGS SHALL HAVE DIGITAL LETTERING/NUMBERING ONLY.
3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS.
4. CENTER REMOTE CONTROL VALVE ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE
INSTALLED PER BOX. A MINIMUM OF 3" CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF
ANGLE VALVE AND REMOTE CONTROL VALVE.
5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND
NIPPLE TO ACHIEVE SPECIFIED LATERAL SIZE ON PLANS.
3M DBY-R SPLICE KIT WITH
TWIST-ON CONNECTORS, OR
APPROVED EQUAL. PROVIDE
24" EXTRA WIRE SLACK, MIN.
3" MIN.
5" MAX.
CONTROL WIRE. TAPE TO MAINLINE
IN 10' INTERVALS.
HEAVY DUTY VALVE BOX,
24" x 17" MIN.
FINISH GRADE
3" MIN.
MAINLINE
REMOTE CONTROL VALVE - TWO WIRE (SADDLE TAP)
SCALE: NTS
TW0-WIRE DECODER
ATTACHED TO PVC WITH
STAINLESS STEEL HOSE
CLAMP
14" LONG 3
4" SCH. 40 PVC.
ENSURE THAT PIPE CAN BE
COMPLETELY SLID ON AND OFF
REBAR. SLID OVER 30" LONG NO.
3 BAR.
SOLVENT WELD BELL
END PVC PIPE TO SCH.
80 NIPPLE, CUT
THREADS OFF GLUED
END.
3" MIN.
GALV. UNION WITH SCH.
80 NIPPLES EITHER SIDE.
UNION SHALL MATCH
LATERAL SIZE.
LATERAL
LEEMCO RSST SADDLE
6
2" MAX.
BACK OF WALK
OR CURB
90° ELBOW SPIRAL
BARB FITTINGS
PVC LATERAL LINE
FINISH GRADE
INSTALL 1/4" ABOVE GRADE
POP-UP SPRAY HEAD
LINEAR LOW DENSITY POLYETHYLENE
SWING PIPE (12" LONG MIN., 18" LONG MAX.)
SCH. 40 TEE (SST) OR ELBOW (ST)
SPRAY HEAD SPRINKLER
SCALE: NTS
MARLEX STREET ELBOW
1
L2.50
7
6" MAX.
BACK OF WALK
OR CURB
FINISH GRADE
ROTOR POP-UP SPRINKLER
PREFABRICATED SWING JOINT,
REFER TO TABLE BELOW
PVC LATERAL LINE
PVC SCH. 40 TEE
(SST) OR ELBOW (ST)
ROTOR SPRINKLER
SCALE: NTS
1
L2.50
SWING JOINT
ROTOR GPM PRODUCT SIZE LENGTH
0 - 6
RAIN BIRD TSJ
HUNTER HSJ-0
3
4" 12" OR 18"
6 +
RAIN BIRD TSJ
HUNTER HSJ-1
1" 12" OR 18"
8
INSTALLATION CHART
DISTANCE CHART
REFER TO THE TABLE TO THE RIGHT WHICH LISTS THE NUMBER OF
BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE
OF PIPE WHICH IS BEING RESTRAINED.
AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT
ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A TORQUE WRENCH TO 20
FT-LBS.
REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN WHICH ALL JOINTS JUST BE
RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS.
AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 3" AND
UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT
WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE.
PIPE SIZE
BENDS REDUCERS DEAD END
11° 22° 45° 90° 1 STEP 2 STEP 3 STEP BLIND SERV. B.
2" 1' 1' 2' 6' - - - 19' 6'
2.5" 1' 2' 4' 9' 4' - - 23' 10'
3" 2' 3' 6' 11' 8' 10' - 30' 15'
4" 2' 4' 9' 20' 14' 20' 31' 45' 25'
6" 3' 6' 13' 29' 30' 40' 53' 63' 40'
8" 4' 8' 15' 38' 33' 55' 63' 75' 70'
10" 5' 9' 19' 45' 36' 56' 75' 96' 90'
12" 5' 10' 21' 53' 38' 60' 83' 112' 110'
PIPE SIZE NO. BOLTS BOLT SIZE TORQUE FT-LBS
2" 2
3
8" x 2-
1
2" 20
2.5" 2
3
8" x 2-
1
2" 20
3" 2
3
8" x 2-
1
2" 20
4" 2
1
2" x 3" 50
6" 2
1
2" x 3-
1
2" 50
8" 4
1
2" x 4" 50
10" 4
5
8" x 5-
1
2" 100
12" 4
5
8" x 5-
1
2" 100
JOINT RESTRAINT CHART
9 SCALE: NTS IRRIGATION CONTROLLER - PEDESTAL MOUNT
SCALE: NTS
6" MIN. THICK CONCRETE PAD.
EXTEND 12" BEYOND END OF
PEDESTAL, MIN.
BASELINE "P" SERIES STAINLESS
STEEL PEDESTAL ENCLOSURE.
INTALL PER MFG INSTRUCATION.
6" MIN. DEPTH COMPACTED
SUB-GRADE
(2) SCH. 40 CONDUIT WITH 12" PIPE
SWEEP
POWER SUPPLY SCH. 40
CONDUIT WITH 12" PIPE SWEEP
NOTES:
1. IRRIGATION CONTRACTOR SHALL GROUND PEDESITAL, CONTROLLER AND
TWO-WIRE PATH AS SPECIFIED PER MANUFACTURES RECOMMENDATION.
10
DOMESTIC WATER LINE
CONNECTION
GALV. NIPPLE LENGTH AS REQUIRED.
MATCH MAINLINE SIZE (TYP.)
ISOLATION VALVE. LEEMCO GATE
VALVE WITH GROSS TOP
(LGT11SS304X). SIZE TO MATCH
IRRIGATION MAINLINE SIZE.
BRICK PAVERS (1 OF 3)
12" ROUND VALVE BOX
10" Ø CLASS 200 PVC
NOTES:
1. ALL FITTINGS & PIPING SHALL BE TAPE-WRAPPED SCH. 40 GALVANIZED STEEL FROM THE
POINT OF CONNECTION TO THE LAST ELBOW SHOWN BEYOND THE BACKFLOW DEVISE.
2. PROVIDE 3" CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE
ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES.
2 CUBIC FEET OF PEA GRAVEL
SOLVENT WELD BELL END PVC
PIPE TO SCH. 80 NIPPLE, CUT
THREADS OFF GLUED END.
GALV. ELBOW
DRAIN VALVE. VALVE SHALL BE OFFSET
FROM SERVICE LINE WITH GALV. TEE AND
NIPPLE. 3
4" BUCKNER VBM BRASS ANGLE
VALVE WITH VERTICAL 2" NIPPLE.
STRONG BOX ENCLOSURE. FOR 1" AND SMALLER R.P.V.
USE SBBC-30AL, LARGER THAN 1" R.P.V. USE SBBC-45AL.
PROVIDE LOCKING KIT
REDUCED PRESSURE BACKFLOW ASSEMBLY
SCALE: NTS
REDUCED PRESSURE BACKFLOW
PREVENTER PER PLAN. GALV. UNION
TEE WITH 1" PLUG FOR
SPRINKLER BLOWOUT BY
AIR COMPRESSOR.
AIR GAP
10.5"
6" 4" THICK CONCRETE
PAD, SIZE AS REQUIRED
TO PROVIDE 6" OFFSET
ON OUTSIDE END
AROUND ENTIRE
8" DEPTH ENCLOSURE.
PEA GRAVEL
FINISH GRADE
12" MIN.
11 POINT OF CONNECTION (WELL)
SCALE: NTS
5
L2.50
3
L2.50
4
L2.50
1
L2.51
(SECONDARY IRRIGATION SOURCE) 12 (PRIMARY IRRIGATION SOURCE)
PER NOTE #3.
Scale: 1/4"=1'
3 Four Square
1.5' 1.5' 1.5'
11.25'
9" 9" 9" 9"
YELLOW STRIPING WHERE
DOUBLE BOXES, 2-IN WIDE
WHITE STRIPING WHERE
SINGLE BOXES. 2-IN WIDE
1
2
3 4
5
6 7
8
6-IN TALL WHITE
PAINTED NUMBER.
9 10
PAINT SOLID COLOR IN ALL
BOXES, COLORS PER NOTE #2.
NOTES:
1. ALL PAINT MARKINGS SHALL MEET ISPWC
SECTION 1104 STANDARDS.
2. BOX 1 & 7 - RED, BOX 2 & 10 - YELLOW, BOX
3 & 8 - GREEN, BOX 4 - BLUE, BOX 5 & 9 -
INDIGO, BOX 6 - PINK.
Scale: 1/2"=1'
4 Hop Scotch
42'
24'
13.55'
7.5'
6.14'
NOTES:
1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.
2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR
APPROVAL. SHOP DRAWINGS SHALL INCLUDE: STATE
OUTLINE LINE COLOR AND WIDTH, STATE COLOR (SEE
ABOVE) AND LOCATION OF COLOR, AND OVERALL MAP
DIMENSIONS.
3. ALL PAINT MARKINGS SHALL MEET ISPWC SECTION 1104
STANDARDS.
HIGHLIGHT THE STATE
OF IDAHO
MAP COLORS
Scale: NTS
5 United States of America - Painted Map
ASPHALT PER PLAN
CONCRETE FOOTING FLUSH WITH
ASPHALT. SLOPE TO DRAIN. FOOTING
AND APHALT SHALL HAVE A CLEAN AND
UNIFORM APPEARANCE.
CONCRETE FOOTING. SEE
SPECIFICATION SECTION 32 31 13.
SIZE PER MANUFACTURER'S
RECOMMENDATIONS.
POST AND FOOTING PER
PLANS AND MANUFACTURER'S
RECOMMENDATIONS.
6"
Scale: 1" = 1'
1 Footing In Asphalt - Tetherball & Basketball
A
B
C
D
LONG JUMP
0'
2'
2' 6"
3'
3' 6"
4'
4' 6"
5'
5' 6"
6'
6' 6"
7'
7' 6"
8'
8' 6"
1'
1' 6"
0' 6"
9'
9' 6"
10'
SPRINT
START
FINISH
PUSH UP
BALANCE
E
AGILITY
6-INCH TALL
LETTERING. COLOR AS
SHOWN ON PLANS
2'
0.5'
4'
3-INCH TALL
LETTERING. COLOR
AS SHOWN ON PLANS
15'
2' DIA. CIRCLE, 2-INCH COLORED
OUTLINE WITH COLORED LETTERING.
CIRCLE FILL COLOR SHALL BE WHITE.
8-INCH TALL HAND PRINTS.
10-INCH TALL FOOT PRINTS.
3.5'
2.1'
1'
10'
13.25'
2'
1'
10'
2-INCH COLORED
PAINT MARKING.
3'
NOTES:
1. ALL PAINT MARKINGS SHALL MEET ISPWC SECTION 1104 STANDARDS.
2. ALL STATION STARTING POINTS SHALL HAVE A 24-INCH DIAMETER CIRCLE
WITH COLORED OUTLINE AND COLORED LETTERING. CIRCLE FILL COLOR
SHALL BE WHITE.
3. ALL STATION STARTING POINTS SHALL BE LABELED WITH 6-INCH COLORED
LETTERING.
PAINT COLOR: BLUE
PAINT COLOR: PURPLE
PAINT COLOR: RED
PAINT COLOR: GREEN
PAINT COLOR: YELLOW
1/8"=1'
6 Agility Painted Course
3"
1 Coniferous Tree Planting
Scale: NTS
NOTES:
1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS
RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE
YEAR WARRANTY PERIOD.
2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO
INSTALLATION OF PLANT MATERIAL.
4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE
STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH
GALVANIZED NAILS TO PREVENT SLIPPAGE.
5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE
ARCHITECT IMMEDIATELY.
PREVAILING WIND DIRECTION
REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO
INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;
IMPROPERLY PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL
COMMERCIAL SLOW RELEASE FERTILIZER TABLETS
BACKFILL WITH SOIL PLANTING MIX. SEE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK
2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.
RUBBER CINCH TIE
FINISH GRADE
ROOT PROBE
SOIL LINE
UTILIZE SOIL/ROOT PROBE AROUND TRUNK
(APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.
REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP
1
2 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
LEFT ON THE BOTTOM OF THE ROOTBALL.
2x ROOTBALL DIAMETER
3x ROOTBALL DIAMETER
6"
TREE WRAP TRUNK PROTECTION,
REMOVE AFTER INSTALLATION
3"
2 Deciduous Tree Planting
Scale: NTS
NOTES:
1. SET GROUND COVERS IN STAGGERED ROWS AS SPECIFIED.
2. SET PERENNIALS IN STAGGERED ROWS AS SPECIFIED.
MULCH PER PLANS - 3" DEPTH OVER ENTIRE
BED. DO NOT COVER CROWNS OF PLANTS.
SOIL PLANTING MIX- SEE LANDSCAPE NOTES.
SPLIT ALL ROOT BOUND ROOTS WITH 3 EQUAL
SPACED VERTICAL CUTS.
4 Perennial & Groundcover Planting
Scale: NTS
4" MIN.
DEPTH
BACKFILL WITH SOIL PLANTING
MIX. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
WATER RETENTION BASIN- SEE
LANDSCAPE NOTES ON SHEET
MULCH LAYER 3" L1.00.
DEPTH
COMMERCIAL
FERTILIZER TABLETS
3 Shrub Planting
Scale: NTS
TOP SOIL
FINISH GRADE
1
2" RADIUS
4"x6" EXTRUDED
CONCRETE MOW STRIP
COMPACTED
SUB-GRADE
MULCH PER LANDSCAPE PLANS.
SOIL PLANTING MIX. SEE LANDSCAPE
NOTES FOR ADDITIONAL INFORMATION
5 Concrete Edging
Scale: NTS
NOTES:
1. REFER TO SPECIFICATION SECTION 32 31 13 FOR CHAIN LINK FENCE INSTALLATION.
2. CONTRACTION JOINTS AT EACH POST LOCATION.
3. CHAIN LINK FENCE SHALL BE OFFSET INSIDE 12-INCH FROM ALL TURF AREAS.
CONCRETE FOOTING
PER SPECIFICATION
SECTION 32 31 13
ASPHALT SURFACING PER
PLANS.
FENCE POST, PER PLAN
TOP OF FENCE FOOTING TO BE SET
BELOW CONCRETE BASE COURSE.
12" 6"
18-INCH CONCRETE MOW STRIP - SEE
SPECIFICATION SECTION 32 31 13.
Scale: 1" = 1'
7 Post in 18-IN Mow Strip
3"
SAFETY SURFACE PER SPECIFICATION
SECTION 32 18 16. SET EDGE FLUSH
6-IN RIBBON CURB WITH SURROUNDING CONCRETE.
WHERE SYNTHETIC TURF
MEETS ASPHALT.
5"
3" MIN DEPTH DRAINAGE COURSE PER
SPECIFICATION SECTION 31 20 00.
COORDINATE WITH GRADING PLAN
FOR EXACT DEPTH.
SUBBASE COURSE PER
SPECIFICATION SECTION 31 20 00.
DEPTH AS REQUIRED. COORDINATE
WITH GRADING PLAN, SLOPE
SURFACE TO STORM DRAIN INLET.
SUBGRADE PER SPECIFICATION
SECTION 31 20 00.
GEOTEXTILE DRAINAGE FABRIC PER
SPECIFICATION SECTION 31 20 00.
12" MIN OVERLAP AT SEAMS.
1"
1" DEPTH LEVELING COURSE PER
SPECIFICATION SECTION 31 20 00.
FINISH SURFACE
PER PLANS.
14"
4" COMPACTED DEPTH OF
3
4" MINUS
CRUSHED AGGREGATE BASE
MATERIALS PER ISPWC SECTION 802
Scale: 1" = 1'
6 Safety Surface
Landscape Details
L1.50
60% CDS
DAR
SCC
1/28/2019
NOTES:
1. REFER TO SPECIFICATION SECTION 32 31 13 FOR CHAIN LINK FENCE INSTALLATION.
2. CONTRACTION JOINTS AT EACH POST LOCATION.
3. WHEN FENCE IN CONCRETE ABUTS CURB, CENTER OF FENCE POST SHALL BE 6" OFF TOP BACK OF
CURB.
CONCRETE FOOTING PER
SPECIFICATION SECTION 323113
CONCRETE FLATWORK PER PLANS.
TOP OF FENCE FOOTING TO BE SET
BELOW FINISH SURFACE BASE
COURSE PER PLANS.
FENCE IN CONCRETE FLATWORK
POST, FENCE HEIGHT PER PLAN
Scale: 1" = 1'
8 Post in Concrete Flatwork
6 7
8
10
9
1
2
4
3
5
6 7
8
10
9
E
AGILITY
+6"
+12"
+18"
+18"
+12"
+6"
+0"
+0
+36"
+24"
+30"
+18"
+0"
+18"
+12"
+6"
+0"
+36"
VEST.
A103
VEST.
D100
VEST.
E100
STORAGE
D110
SPECIAL
EDUCATION
D112
VEST.
A100
VEST.
B100
GYMNASIUM
A116
CAFETERIA
A117
LOBBY
A101
CORRIDOR
A102
RECEPTION
A104
OFFICE
A106
WAITING
A104a
NURSE
A107
BOYS
A110
STOR.
A102a
GIRLS
A111
FAMILY
A112
CORRIDOR
A101a
MUSIC
A113
MECH/ELEC
A123
JAN.
A121
JAN.
OFFICE
A120
KITCHEN
A124
CORR
B101
JAN.
C112
DATA
C112a
WORK
ROOM
C110
STOR.
C102a
FACULTY
C102
MEN
C113
WOMEN
C114
STOR.
C115
CORRIDOR
E101
STOR.
C103a
KILN
D110a
DATA
C106
OFFICE
C105
OFFICE
C104
CONFERENCE
C103
VEST.
C118
CORR
C116
JAN.
C117
BOYS
C107
GIRLS
C108
VEST.
C120
CORR
C119
CHASE
A102b
CHASE
C114a
OFFICE
A108
CHASE
C117a
GYM
OFFICE
A118
GYM STOR.
A119
STAGE
A115
BOYS
E105
CHASE
E105a
DATA
E102
STOR.
E103
GIRLS
E104
CHASE
E104a
RAMP
A114
TOILET
A107a
FILE
A109
WORK
ROOM
A105
STOR.
D108a
OFFICE
C101
SENSORY
D111
STOR.
D103a
STORAGE
D112a
KINDERGARTEN
D102
MEDIA
CENTER
D108
CORRIDOR
D109
F.
A124g
OFFICE
A124b
STORAGE
A124c
DISH
A124a
CLASSROOM
- 4TH
B106
CLASSROOM
- 4TH
B108
CLASSROOM
-3RD
B110
CLASSROOM
- 4TH
B107
CLASSROOM
- 4TH
B109
CLASSROOM
-3RD
B111
KINDERGARTEN
D104
CLASSROOM
- 1ST
D106
PRE-SCHOOL
D103
PRE-SCHOOL
D105
SPECIAL
EDUCATION
D107
KITCHEN
D113
TOILET
D101
CALM
D111a
CLASSROOM
-3RD
C111
COMPUTER
LAB
C109
CLASSROOM
- 1ST
E115
CLASSROOM
- 1ST
E113
CLASSROOM
- 2ND
E111
CLASSROOM
- 2ND
E109
CLASSROOM
- 3RD
E107
CLASSROOM
- 1ST
E114
CLASSROOM
- 2ND
E112
CLASSROOM
- 2ND
E110
CLASSROOM
- 2ND
E108
CLASSROOM
- 3RD
E106
DATA
A122
EP
EP
EP EP
EP
EP
EP
EP
EP
EP EP EP
EP
EP EP EP
EP
EP
EP EP
EP
EP
20' FIRE ACCESS
20' FIRE ACCESS
VISITOR PARKING
72 STALLS
PARENT (PRIMARY)
DROP-0FF ~200LF
PARENT (SECONDARY)
DROP-0FF ~195 LF
20' FIRE ACCESS
EP EP EP
EP
EP
EP
EP
EP
EP EP
EP
EP EP EP
EP
EP EP EP
EP EP
EP
EP EP EP
EP
EP EP EP
EP
EP
EP EP
EP
EP
EP EP EP EP EP
EP EP EP EP EP
EP EP
EP EP EP EP
EP
EP EP EP
EP
EP EP
EP
EP EP
EP EP EP EP EP
EP
FUTURE
PORTABLE
L1.00 - AREA A L1.01 - AREA C
L1.00 - AREA B
TYP. OF 3 7.1
7.2
7.3
8.2
8.1
8.3
5
7.4
7.6
7.5
8.4
7.7
7.9
7.8 TYP. OF 13
7.10
TYP. OF 4
TYP. OF 4
TYP. OF 3
7.8 TYP. OF 8
END
BEGIN 2.1
2.2
6
4
6
6
6
9
9
9
9
9
2 BEGIN
2 END
TYP. OF (3) 13
TYP. OF (24)
14
14
14
14
6
12
15
1
2.1 BEGIN
2.1 END
2.1
2.2
16 16
16
16
16
6
7.1
7.1
11
11
1. TURF PLAY FIELD PER SPECIFICATION SECTION 329200.
2. 4' TALL CHAIN LINK FENCE IN CONCRETE FLATWORK, SEE DETAIL 8/L1.50.
2.1. 4' TALL CHAIN LINK FENCE IN 18" MOW CURB, SEE DETAIL 7/L1.50.
2.2. HINGE GATE TO MATCH FENCING IN CONCRETE FLATWORK, REFERENCE
SPECIFICATION SECTION 32 31 13.
3. CHAIN LINK FENCE GATE FOR TRASH ENCLOSURE, SEE DETAIL 8/L1.50. GATES
SHALL OPEN 120 DEGREES OR MORE.
4. ROLLING GATE, REFER TO SPECIFICATION SECTION 323113, INSTALL PER
MANUFACTURERS RECOMMENDATION.
5. FLAGPOLE PER SPECIFICATION SECTION 107516. INSTALL PER MANUFACTURERS
RECOMMENDATION.
6. CONCRETE EDGING, SEE DETAIL 5/L1.50.
7. PLAYGROUND EQUIPMENT, REFER TO SPECIFICATION SECTION 116816.
7.1. BASKETBALL STANDARD, SEE DETAIL 2/L1.51.
7.2. GAGA BALL.
7.3. TETHERBALL, SEE DETAIL 1/L1.51.
7.4. COROCORD ARC TUNNEL
7.5. LSI HEMISPHERE CLIMBER
7.6. COROCORD EXPLORER ARC
7.7. KOMPAN CRYSTAL SPHERE
7.8. GORIC EUROFELX BALLS- RED, YELLOW, GREEN AND BLUE. SIZES VARY.
7.9. KOMPAN BLOQX3
7.10. BERLINER SCULPTURA.03
8. PAINTED GAMES SHALL MEET ISPWC SECTION 1104 STANDARDS.
8.1. FOURSQUARE, SEE DETAIL 3/L1.51.
8.2. USA MAP, SEE DETAIL 5/L1.51.
8.3. HOP SCOTCH, SEE DETAIL 4/L1.51.
8.4. AGILITY COURSE, SEE DETAIL 6/L1.51.
9. EXISTING STREET TREES TO BE PRESERVED AND PROTECTED, REFERENCE TREE
PROTECTION NOTES ON SHEET L1.01.
10. EXISTING STREET TREE TO BE REMOVED.
11. 6" CURB WHERE SYNTHETIC TURF MEETS ASPHALT, SEE DETAIL 6/L1.50.
12. DERO SWERVE RACK, SURFACE MOUNT PER MANUFACTURER'S STANDARDS.
POWDER COAT, COLOR TO BE APPROVED BY OWNER.
13. SKATEDOCK SM10X BY GROUND CONTROL SYSTEMS, SURFACE MOUNT PER
MANUFACTURER'S STANDARDS. POWDER COAT, COLOR TO BE APPROVED BY
OWNER. 30 STALL IN TOTAL.
14. 6' WIDE ASPHALT WALKING PATH.
15. 6" VERTICAL CURB PER ISPWC SD-701A.
16. EXISTING FENCE TO BE PRESERVED AND PROTECTED.
Keynotes
CALLOUT NUMBERS COORDINATED
# TO NUMBERED NOTES BELOW.
A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH
IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO
BEGINNING WORK.
B. NEW TREE PLANTING, SEE DETAILS 1 & 2/L1.50. CONTRACTOR SHALL STAKE ALL
TREES DEEMED NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH
LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION.
C. NEW SHRUB PLANTING. SEE DETAIL 3 & 4/L1.50.
D. 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.
E. ALL PLANTING BEDS SHALL BE COVERED WITH 3" DEPTH OF MEDIUM GRIND BARK
MULCH.
F. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR
BEGINNING AT THE DATE OF 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.
G. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN
ACCORDANCE WITH SITE GRADING PLAN.
H. IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6 INCHES OF TOPSOIL WILL BE
AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000
SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO
TOPSOIL. ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL (AS SPECIFIED
IN THESE NOTES) AND THREE PARTS COMPOST/ORGANIC MATTER, BY VOLUME.
I. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS.
QUANTITY PER MANUFACTURER'S RECOMMENDATIONS.
J. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A
MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A
SMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN
PLANTING BED AREAS, AND 1/2" IN LAWN AREAS.
K. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF
SURFACE SOIL TO PRODUCE TOPSOIL MEET REQUIREMENTS AND AMEND WHEN
NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE
OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER
FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET
THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A)
PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH
METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED
TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS,
SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO
PLANT GROWTH.
L. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS 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.
M. 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.
N. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND
GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND
COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE
FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. NO
TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.
ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6.
O. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED
FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
Landscape Notes
A. SEE SHEET L1.01 FOR TREE PROTECTION NOTES.
B. SEE SHEET L1.01 FOR AUTOMATIC UNDERGROUND IRRIGATION NOTES.
C. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY
DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES
SHALL BE CONTRACTOR'S RESPONSIBILITY.
D. ALL PLAN MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION
OF NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS.
E. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT
SPECIFICATIONS.
F. ALL EXISTING OR NEW LANDSCAPE AREAS ABUTTING NEW FLATWORK SHALL BE
GRADED TO PROVIDE A UNIFORM SLOPE TO FLATWORK. GRADE OF LAWN AT EDGE
OF SIDEWALK SHALL BE PER SPECIFICATION SECTION 329200. ALL GRADING AND
EARTH MOVING WORK SHALL BE PER SPECIFICATION SECTION 312000.
G. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM EXISTING TURF AREAS
TO NEW TURF.
H. CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR.
I. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE
LANDSCAPE ARCHITECT.
J. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY.
Material Legend Sheet Notes
TURF SOD PER
SPECIFICATION
SECTION 329200.
MEDIUM GRIND BARK
MULCH AT 3" DEPTH IN
ALL PLANTER BEDS.
REFERENCE SPECIFICATION
SECTION 329300.
SYNTHETIC TURF PER
SPECIFICATION
SECTION 321816. SEE
DETAIL 6/L1.50.
4' CHAIN LINK FENCE, SEE DETAIL 7/L1.50 AND 8/L1.50.
EXISTING TREE,
SEE KEYNOTES ABOVE.
A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE:
CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.)
A.1. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL
ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION.
A.2. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING
CONSTRUCTION OR DURING DEMOLITION.
A.3. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA,
ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS.
A.4. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE
PROTECTION AREA.
A.5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO
MID-OCTOBER AT THE RATE OF NOT LESS THAN THE
EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK.
A.6. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN
THE CRITICAL ROOT ZONE.
A.7. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID
DAMAGING TREE ROOTS.
B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE:
B.1. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE
TRUNKS OR BRANCHES.
B.2. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED
ARBORIST.
C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE
REPLACED USING THE FOLLOWING CRITERIA:
EXISTING TREE REPLACEMENT
1" TO 6" CALIPER.........................2X CALIPER OF TREE REMOVED
6" TO 12" CALIPER......................1.5X CALIPER OF TREE REMOVED
> 12" OR LARGER CALIPER.........1X CALIPER OF TREE REMOVED
EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE
REPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER TREES.
Tree Protection Notes
TREES CODE BOTANICAL NAME / COMMON
NAME
SIZE QTY
AA ACER X FREEMANII `JEFFSRED` /
AUTUMN BLAZE MAPLE
50`H X 40`W
2" CAL. B & B 15
FB FRAXINUS PENNSYLVANICA
`BERGESON` / BERGESON ASH
40`H X 30`W
2" CAL. B & B 12
GA GINKGO BILOBA `AUTUMN GOLD`
TM / MAIDENHAIR TREE
CLASS II; 45`H X 35`W
2" CAL. B & B 3
GI GLEDITSIA TRIACANTHOS INERMIS
`SKYCOLE` TM / SKYLINE
THORNLESS HONEY LOCUST
40`H X 30`W
2" CAL. B & B 5
LA LIRIODENDRON TULIPIFERA
`FASTIGIATUM` / COLUMNAR
TULIP POPLAR
40`H X 15`W
2" CAL. B & B 14
LE LIRIODENDRON TULIPIFERA
`EMERALD CITY` TM / EMERALD
CITY TULIP TREE
CLASS III; 55`H X 25`W
2" CAL. B & B 5
MS MALUS X `SPRING SNOW` /
SPRING SNOW CRAB APPLE
CLASS I; 20`H X 20`W
2" CAL. B & B 7
QM QUERCUS MACROCARPA / BURR
OAK
50`H X 40`W
2" CAL. B & B 4
TG TILIA CORDATA `GREENSPIRE` /
GREENSPIRE LITTLELEAF LINDEN
CLASS II; 40`H X 40`W
2" CAL. B & B 3
SHRUBS CODE BOTANICAL NAME / COMMON
NAME
SIZE QTY
EM EUONYMUS JAPONICUS
`MICROPHYLLUS VARIEGATUS` /
VARIEGATED BOXLEAF
EUNONYMUS
2`H X 2`W
1 GAL 71
HO2 HEMEROCALLIS X `STELLA DE
ORO` / STELLA DE ORO DAYLILY
2`H X 2`W
1 GAL 34
HX HEMEROCALLIS X `PARDON ME` /
PARDON ME DAYLILY
2`H X 2`W
1 GAL 25
JI JUNIPERUS HORIZONTALIS `ICEE
BLUE` TM / ICEE BLUE JUNIPER
.5`H X 6`W
2 GAL 34
PS PINUS MUGO `SLOWMOUND` /
SLOWMOUND MUGO PINE
3`H X 3`W
2 GAL 21
R3 ROSA GROUNDCOVER X `NOALA`
/ FLOWER CARPET CORAL
GROUNDCOVER ROSE
2`H X 3`W
2 GAL 22
RG RHUS AROMATICA `GRO-LOW` /
GRO-LOW FRAGRANT SUMAC
3`H X 6`W
5 GAL 28
SG SPIRAEA X BUMALDA
`GOLDFLAME` / GOLDFLAME
SPIREA
4`H X 4`W
2 GAL 36
PLANT SCHEDULE
A. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER
SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR
REQUIRED WATER USES.
B. PRIMARY WATER SOURCE: WELL. SECONDARY WATER SOURCE: DOMESTIC WATER
C. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.
D. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 18" AT
PLANTER BEDS, 6" AT LAWN AREAS..
E. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED.
MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS:
E.A. PRECISE INDIVIDUAL STATION TIMING
E.B. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
E.C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE
E.D. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
E.E. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED
WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE
WATER TO RESPECTIVE HYDRO-ZONES.
F. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO
PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
G. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE WITH
HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE.
H. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO
IMPERVIOUS SURFACES SUCH AS SIDEWALKS, DRIVEWAYS, AND PARKING AREA.
I. EACH VALVE SHALL BE INSTALLED IN A VALVE BOX LARGE ENOUGH TO ALLOW FOR
MAINTENANCE AND REMOVAL. ONLY ONE VALVE PER BOX.
Automatic Underground Irrigation Notes
DRAWING NO.:
2400 E. Riverwalk Drive
Boise, Idaho 83706
www.lkvarchitects.com
208.336.3443
DATE:
LKV PROJECT #:
DRAWN BY:
CHECKED BY:
PLEASANT VIEW ELEMENTARY SCHOOL
WEST ADA SCHOOL DISTRICT
MERIDIAN, IDAHO
Revisions
# Description Date
TLG PN: 118103
Horizontal Scale:
0 30' 60'
1" = 30'
Landscape Plan - Area C Landscape Plan
L1.01
60% CDS
DAR
SCC/MD
1/28/2019
ACCORDANCE WITH SITE GRADING PLAN.
H. IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6 INCHES OF TOPSOIL WILL BE
AMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000
SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO
TOPSOIL. ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL (AS SPECIFIED
IN THESE NOTES) AND THREE PARTS COMPOST/ORGANIC MATTER, BY VOLUME.
I. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS.
QUANTITY PER MANUFACTURER'S RECOMMENDATIONS.
J. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A
MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A
SMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN
PLANTING BED AREAS, AND 1/2" IN LAWN AREAS.
K. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF
SURFACE SOIL TO PRODUCE TOPSOIL MEET REQUIREMENTS AND AMEND WHEN
NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE
OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER
FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET
THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A)
PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH
METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED
TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS,
SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO
PLANT GROWTH.
L. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS 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.
M. 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.
N. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND
GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND
COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE
FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. NO
TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.
ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6.
O. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED
FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
Landscape Notes
A. SEE SHEET L1.01 FOR TREE PROTECTION NOTES.
B. SEE SHEET L1.01 FOR AUTOMATIC UNDERGROUND IRRIGATION NOTES.
C. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY
DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES
SHALL BE CONTRACTOR'S RESPONSIBILITY.
D. ALL PLAN MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION
OF NURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS.
E. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT
SPECIFICATIONS.
F. ALL EXISTING OR NEW LANDSCAPE AREAS ABUTTING NEW FLATWORK SHALL BE
GRADED TO PROVIDE A UNIFORM SLOPE TO FLATWORK. GRADE OF LAWN AT EDGE
OF SIDEWALK SHALL BE PER SPECIFICATION SECTION 329200. ALL GRADING AND
EARTH MOVING WORK SHALL BE PER SPECIFICATION SECTION 312000.
G. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM EXISTING TURF AREAS
TO NEW TURF.
H. CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR.
I. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE
LANDSCAPE ARCHITECT.
J. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY.
Sheet Notes
O
O
+0"
A
B
LONG JUMP
0'
2'
2' 6"
3'
3' 6"
4'
4' 6"
5'
5' 6"
6'
6' 6"
7'
7' 6"
8'
8' 6"
1'
1' 6"
0' 6"
9'
9' 6"
10'
SPRINT
START
FINISH
1
2
4
3
5
6 7
8
10
9
1
2
3 4
5
7
6
8
9 10
1
2
3 4
5
7
6
8
9 10
+6"
+12"
+18"
+18"
+0
+18"
+12"
+6"
+0"
X
X
X X
VEST.
A103
VEST.
D100
STORAGE
D110
SPECIAL
EDUCATION
D112
VEST.
A100
VEST.
B100
GYMNASIUM
A116
CAFETERIA
A117
LOBBY
A101
CORRIDOR
A102
RECEPTION
A104
OFFICE
A106
WAITING
A104a
NURSE
A107
BOYS
A110
STOR.
A102a
GIRLS
A111
FAMILY
A112
CORRIDOR
A101a
MUSIC
A113
MECH/ELEC
A123
JAN.
A121
JAN.
OFFICE
A120
KITCHEN
A124
CORR
B101
JAN.
C112
DATA
C112a
WORK
ROOM
C110
STOR.
C102a
FACULTY
C102
MEN
C113
WOMEN
C114
STOR.
C115
CORRIDOR
E101
STOR.
C103a
KILN
D110a
DATA
C106
OFFICE
C105
OFFICE
C104
CONFERENCE
C103
VEST.
C118
CORR
C116
JAN.
C117
BOYS
C107
GIRLS
C108
VEST.
C120
CORR
C119
CHASE
A102b
CHASE
C114a
OFFICE
A108
CHASE
C117a
GYM
OFFICE
A118
GYM STOR.
A119
STAGE
A115
RAMP
A114
TOILET
A107a
FILE
A109
WORK
ROOM
A105
STOR.
D108a
OFFICE
C101
SENSORY
D111
STOR.
D103a
STORAGE
D112a
KINDERGARTEN
D102
MEDIA
CENTER
D108
CORRIDOR
D109
C.
A124f
F.
A124g
OFFICE
A124b
RR
A124d
STORAGE
A124c
DISH
A124a
JAN
A124e
CLASSROOM
- 4TH
B106
CLASSROOM
- 4TH
B108
CLASSROOM
-3RD
B110
CLASSROOM
- 4TH
B107
CLASSROOM
- 4TH
B109
CLASSROOM
-3RD
B111
KINDERGARTEN
D104
CLASSROOM
- 1ST
D106
PRE-SCHOOL
D103
PRE-SCHOOL
D105
SPECIAL
EDUCATION
D107
KITCHEN
D113
TOILET
D101
CALM
D111a
CLASSROOM
-3RD
C111
COMPUTER
LAB
C109
CLASSROOM
- 1ST
E115
CLASSROOM
- 1ST
E113
CLASSROOM
- 2ND
E111
CLASSROOM
CLASSROOM
- 1ST
E114
CLASSROOM
- 2ND
E112
CLASSROOM
- 2ND
E110
CLASSROOM
- 2ND
E108
DATA
A122
X
X
X X
EP
EP
EP
EP EP
EP
EP
20' FIRE ACCESS
BUS LOADING/UNLOADING
(~345 LF)
VISITOR PARKING
72 STALLS
PARENT (PRIMARY)
DROP-0FF ~200LF
PARENT (SECONDARY)
DROP-0FF ~195 LF
20' FIRE ACCESS
STAFF PARKING
58 STALLS
EP EP
EP
EP
EP
EP
EP EP
EP EP EP
EP
EP
EP
EP EP
EP
EP EP
EP
EP EP
EP
SERVICE PARKING
4 STALLS
L1.01 - AREA C
W. GONDOLA WAY
L1.00 - AREA A
L1.00 - AREA B
TYP. OF 3 7.1
7.2
7.3
8.2
5
7.4
7.6
7.5
7.7
7.10
TYP. OF 4
TYP. OF 3
7.8
END
BEGIN 2.1
2.2
6
3
4
4
6
6
6
9
10
10
9
9
9
9
10
10
9
9
9
9
9
9
9
10
2 BEGIN
2 END
TYP. OF (3) 13
TYP. OF (24)
14
14
6
6
12
2 BEGIN
2 END
6
15
2.1 BEGIN
2.1 END
2.1
2.2
2
BEGIN 2
END
16 16
16
22'
6
6
7.1
7.1
11
X
X
X
X
X
X
L1.01 - AREA C
W. GONDOLA WAY
L1.00 - AREA A
L1.00 - AREA B
9
9
9
10
9
6
6
Material Legend
TURF SOD PER
SPECIFICATION
SECTION 329200.
MEDIUM GRIND BARK
MULCH AT 3" DEPTH IN
ALL PLANTER BEDS.
REFERENCE SPECIFICATION
SECTION 329300.
SYNTHETIC TURF PER
SPECIFICATION
SECTION 321816. SEE
DETAIL 6/L1.50.
4' CHAIN LINK FENCE, SEE DETAIL 7/L1.50 AND 8/L1.50.
EXISTING TREE,
SEE KEYNOTES ABOVE.
TREES CODE BOTANICAL NAME / COMMON
NAME
SIZE QTY
AA ACER X FREEMANII `JEFFSRED` /
AUTUMN BLAZE MAPLE
50`H X 40`W
2" CAL. B & B 15
FB FRAXINUS PENNSYLVANICA
`BERGESON` / BERGESON ASH
40`H X 30`W
2" CAL. B & B 12
GA GINKGO BILOBA `AUTUMN GOLD`
TM / MAIDENHAIR TREE
CLASS II; 45`H X 35`W
2" CAL. B & B 3
GI GLEDITSIA TRIACANTHOS INERMIS
`SKYCOLE` TM / SKYLINE
THORNLESS HONEY LOCUST
40`H X 30`W
2" CAL. B & B 5
LA LIRIODENDRON TULIPIFERA
`FASTIGIATUM` / COLUMNAR
TULIP POPLAR
40`H X 15`W
2" CAL. B & B 14
LE LIRIODENDRON TULIPIFERA
`EMERALD CITY` TM / EMERALD
CITY TULIP TREE
CLASS III; 55`H X 25`W
2" CAL. B & B 5
MS MALUS X `SPRING SNOW` /
SPRING SNOW CRAB APPLE
CLASS I; 20`H X 20`W
2" CAL. B & B 7
QM QUERCUS MACROCARPA / BURR
OAK
50`H X 40`W
2" CAL. B & B 4
TG TILIA CORDATA `GREENSPIRE` /
GREENSPIRE LITTLELEAF LINDEN
CLASS II; 40`H X 40`W
2" CAL. B & B 3
SHRUBS CODE BOTANICAL NAME / COMMON
NAME
SIZE QTY
EM EUONYMUS JAPONICUS
`MICROPHYLLUS VARIEGATUS` /
VARIEGATED BOXLEAF
EUNONYMUS
2`H X 2`W
1 GAL 71
HO2 HEMEROCALLIS X `STELLA DE
ORO` / STELLA DE ORO DAYLILY
2`H X 2`W
1 GAL 34
HX HEMEROCALLIS X `PARDON ME` /
PARDON ME DAYLILY
2`H X 2`W
1 GAL 25
JI JUNIPERUS HORIZONTALIS `ICEE
BLUE` TM / ICEE BLUE JUNIPER
.5`H X 6`W
2 GAL 34
PS PINUS MUGO `SLOWMOUND` /
SLOWMOUND MUGO PINE
3`H X 3`W
2 GAL 21
R3 ROSA GROUNDCOVER X `NOALA`
/ FLOWER CARPET CORAL
GROUNDCOVER ROSE
2`H X 3`W
2 GAL 22
RG RHUS AROMATICA `GRO-LOW` /
GRO-LOW FRAGRANT SUMAC
3`H X 6`W
5 GAL 28
SG SPIRAEA X BUMALDA
`GOLDFLAME` / GOLDFLAME
SPIREA
4`H X 4`W
2 GAL 36
PLANT SCHEDULE
DRAWING NO.:
2400 E. Riverwalk Drive
Boise, Idaho 83706
www.lkvarchitects.com
208.336.3443
DATE:
LKV PROJECT #:
DRAWN BY:
CHECKED BY:
PLEASANT VIEW ELEMENTARY SCHOOL
WEST ADA SCHOOL DISTRICT
MERIDIAN, IDAHO
Revisions
# Description Date
TLG PN: 118103
Horizontal Scale:
0 30' 60'
1" = 30'
Landscape Plan - Area A Landscape Plan
L1.00
60% CDS
DAR
SCC/MD
1/28/2019
Horizontal Scale:
0 30' 60'
1" = 30'
Landscape Plan - Area B