25.02.26-Crystal Springs-Site Plan and ROW Improvement CDsLEGAL DESCRIPTION:
DATUM:
SITE ADDRESS:
CONSULTANTS
YELM, WA
CRYSTAL SPRINGS ROAD SHORT
SITE AND ROW IMPROVEMENT CONSTRUCTION DOCUMENTS
APPLICANT
UTILITIES
SITE INFORMATION
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22-000977 CV-01
CV-01
A. METTERNICH-FIELDS
1
A. METTERNICH-FIELDS
B. DUNNING
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PROJECT
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YELM
SHEET INDEX
CITY OF YELM STANDARD SPECIFICATION NOTES:
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22-000977 GN-01
GN-01
K. GANS
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A. METTERNICH-FIELDS
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ABBREVIATIONSGENERAL CONSTRUCTION NOTES:CITY OF YELM STANDARD SPECIFICATIONS:
13 18
24 \19
2
I
D=043° 14'49"
L=75.48 LOT 2
R=100.00
RS(1)
JD UTILITY EASEMENT PER RS(1)
f6' TALL CYCLONE FENCE
NORTH LINE OF SECTION 19
181.78
GATE 1
1
---�---------
SANITARY SEWER MANHOLE RIM
ELEVATION IS 335.38. SEPTIC
LID INSIDE. POSSIBLE AIR
RELEASE VALVE PER RECORD
INFORMATION. NO MANHOLES
FOUND NORTH OR SOUTH ON
CRYSTAL SPRINGS ROAD.
12
N: 597259.89 \ r BUSH
E: 11 14303.66 I \ I _ _ - 06
EL: 330.82 \ - _ _ _ POSTS
MNHT I \ \\ r 0 ' \- /
53.27 \ 14° $" s' 1 I 0101, J 0 6°
_----�\ -- -\- I 1
� 181.1 N88°29'01"W
f2.5' HOLE \ \
i
I \ 597237.81 \ \
rn I \ E:\1114332.68 \ \
-------��----� __EL:\332.48
MNHT�\ \------- ---- - +------\ --- II
- \---------- \
BASKETBALL HOOP
AND COURT I \ \ 1 \
25 MPH
I I I \ \ \ 26" \ I
Loll
I \ I \
LOT 8
\ `o \ \\
Lol
�o \
R S (1) �s I
I `14
\ cn \ \ \ II
LOT 7 \ OPEN FIELD 1 \
R S 1
FOG LINE
r7 I \ \ \ \ \ \ \\ 36„
I 11 I
\ \ \N: 597052.06
\ E: 1 114416.06
\ \ \\ f
I EL: 330.40 \ I \
\ \ MNHT \ \
DECIDUOUS TREE \
16"
\ DILAPIDATED BOAT f6' TALL BOARD FENCE ON PROPERTY LINE
I \\ \\ \ f6' TALL BOARD
I \ FENCE. NO FENCE
0 `\ \\ BOARDS NORTH OF
I THIS LOCATION. l
DILAPIDATED CAR
� I \
5 u
118.82 - S88°44 16 E I \ \ )' I I
181.19 \� \
CALCULATED 1 /16TH
CORNER PER RS(1)
V
1406.44 _
N88°44'09"W
4CALCULATED 1/16TH
CORNER PER RS(1)
I
SI
SANITARY SEWER GATE VALVE
I) 1
PER RECORD INFORMATION
O
I \
20
I 30 I
I
O
O
I
c)
I
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RECORD 2" FORCE MAIN
SEWER LINE PER CITY OF
I
o
YELM STEP COLLECTION
I
PIPELINE PLANS DATED
04/04/1994.
n 10
I O O N: 597195.34
1 E: 1114553.27
I I / EL: 336.83
MNPK
I / II G)
I � �
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4
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Ir- o
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YELLOW
h° STRIPING
� I
20 30 S88°43'48"E
I 29.85
n
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CALCULATED 1/1 6TH
CORNER PER RS(1)
7/19
18'� RS(X)REFERENCED SURVEYS
1. MCCLOUD ESTATE TESTAMENTARY SEGREGATION FILED UNDER AFN 40283082.
2. ROS FILED UNDER AFN 3591037
3. MOUNTAIN AIRE COURT PLAT FILED UNDER AFN 930210039
4. HUNTINGTON GREEN PLAT FILED UNDER AFN 9406170163
LEGAL DESCRIPTION
LEGAL DESCRIPTION PER STATUTORY WARRANTY DEED AFN 4958716:
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.,
DELINEATED AS LOT 8 OF McCLOUD ESTATE TESTAMENTARY SEGREGATION SURVEY
RECORDED AUGUST 7, 2008 UNDER RECORDING NUMBER 4028308;
IN THURSTON COUNTY, WASHINGTON
UTILITY NOTE
UTILITIES SHOWN HEREON ARE FROM FIELD MAPPING VISIBLE SURFACE
APPURTENANCES, AND MAPPING UTILITY PAINT MARKS FROM A UTILITY
LOCATING SERVICE. BURIED UTILITIES ARE ONLY SHOWN AS APPROXIMATE AND
SHOULD BE VERIFIED BEFORE CONSTRUCTION.
1s7Arr■IVI
HORIZONTAL - WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD83/91
BASED ON GPS TIES TO THURSTON COUNTY MONUMENTS 253 TO 6345.
DISTANCES SHOWN ARE IN GROUND SCALE.
BASIS OF BEARING - NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 19
WITH A BEARING OF, S88°44'34"E
VERTICAL - NAVD 88 BASED ON GPS TIES TO THURSTON COUNTY MONUMENT
253, ELEVATION = 342.19.
SURVEY NOTES
1.
INSTRUMENT USED: SOKKIA SRX 3 TOTAL STATION
AND TOPCON VR GPS.
2.
THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF
WAC 332-130-090 & 332-130-145.
3.
SURVEY COMPLETED 03/10/2023.
4.
ALL MONUMENTS SHOWN AS FOUND VISITED 02/2023.
5.
PURPOSE OF TOPOGRAPHICAL MAPPING IS FOR
M 2C
FUTURE DEVELOPMENT OF SITE.
6.
CONTOURS WERE ESTABLISHED FROM FIELD MAPPING.
1' CONTOURS SHOWN
7.
MTN2COAST (M2C) WAS RETAINED BY SCJ ALLIANCE
HATCHING
TO COMPLETE A BOUNDARY AND TOPOGRAPHIC
SURVEY OF THURSTON COUNTY TPN 22719220113.
ALSO KNOWN AS LOT 8 OF McCLOUD ESTATE
GRAVEL
TESTAMENTARY SEGREGATION AS RECORDED UNDER
0' 20' 40'
AFN 4028308.
ASPHALT
SCALE 1" = 20'
a`
SITE
DATA
�_a ° CONCRETE
ADDRESS:
1001 CRYSTAL SPRINGS RD NW
YELM, WA 98597
22719220113
SITE
E AREA:
467675 SQ3 FT /1 .07 ACRES
LINE TYPES
MOUNTAIN AIRE
COURT PLAT RS(3)
O MONUMENT NOTES
1. FOUND 3/4" IRON PIPE MARKING THE NORTH 1/4
CORNER OF SECTION 19. TC MONUMENT #6640.
2. FOUND 2 1 /4" BRASS DISC WITH PUNCH IN
MONUMENT CASE MARKING THE NW CORNER
SECTION 19. TC MONUMENT #253.
3. FOUND 2" BRASS DISC WITH X SCRIBE SET IN 10"
DIAMETER CONCRETE
4. FOUND 1 " IRON PIPE f0.3' WEST OF ROW LINE.
5. FOUND 1 /2" REBAR WITH ORANGE PLASTIC CAP
MARKED EPS 35984
6. FOUND 1 /2" REBAR NO CAP. FALLS 2' EAST OF
WEST ROW LINE. NOT ACCEPTED.
0
MOUNTAIN AIRE LN NW /_z}�
0
N
LEGEND (UTILITIES)
0 SS CLEANOUT
s0 SS MANHOLE
24: TO TELEPHONE RISER
HOW RECORD
TY OF YELM ® WATER METER
IPELINE >< WATER VALVE
4 i, 00„ -(Y- POWER POLE WITH DROP
WOOD FENCE
CHAIN LINK FENCE
TOE
TOE
GROUND TOE
TOP
TOP
GROUND TOP
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SANITARY SEWER LINE
T
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BURIED TELEPHONE
OP
OP
BURIED POWER
W
W
W
WATER LINE
G
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NATURAL GAS LINE
MAJOR CONTOUR
- - - - - -
- -
- - - - -
- MINOR CONTOUR
- - - - - -
- -
- - - - -
- EASEMENT LINE
ROAD RIGHT OF WAY
-
-
ROAD CENTERLINE
SECTION LINE
- -
- -
LOT LINE
PROPERTY LINE
LEGEND (SURFACE FEATURES
0 APPLE TREE UNLESS NOTED OTHERWISE
�pr DOUGLAS-FIR TREE
BRASS CAP
-� STREET SIGN (AS DESCRIBED)
0 IRON PIPE
® MONUMENT IN CASE
O REBAR AND CAP
® STONE
O REBAR WITHOUT CAP
SET 5/8"X24" LONG REBAR WITH YELLOW
PLASTIC CAP MARKED "MTN2COAST 21013244"
"
"
"""""
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22-000977 EC-01
EC-01
A. METTERNICH-FIELDS
4
A. METTERNICH-FIELDS
B. DUNNING
SCALE IN FEET
0 20 40
EROSION CONTROL NOTES:
DEMOLITION NOTES:
JOB NO:
DRAWING FILE NO:
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22-000977 EC-02
EC-02
K. GANS
5
A. METTERNICH-FIELDS
W. HOLM
GENERAL EROSION CONTROL NOTES:
WET WEATHER CONSTRUCTION NOTES:
TREE PROTECTION FENCING STABILIZED CONSTRUCTION ENTRANCE
STRAW AND HAY BALE BARRIERS STRAW WATTLE INLET PROTECTION
SILT FENCE FILTER FABRIC FENCE INLET FILTER
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LEGEND
JOB NO:
DRAWING FILE NO:
DATE:
DESIGNER:
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22-000977 SP-00
SP-00
A. METTERNICH-FIELDS
6
A. METTERNICH-FIELDS
B. DUNNING
SCALE IN FEET
0 20 40
LEGAL DESCRIPTION:
DATUM:
SITE ADDRESS:
OWNER/APPLICANT
SITE INFORMATION
MONUMENT NOTES:
"""
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LEGEND
BUILDING SETBACK NOTES:
JOB NO:
DRAWING FILE NO:
DATE:
DESIGNER:
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2/26/2025
NE 1/4 OF NW 1/4 OF NW 1/4 OF SEC.19, T17N., R2E., W.M.
CALL BEFORE YOU DIG
S E N
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22-000977 SP-01
SP-01
A. METTERNICH-FIELDS
7
A. METTERNICH-FIELDS
B. DUNNING
SCALE IN FEET
0 20 40
CONSTRUCTION NOTES:
GENERAL NOTES:
CEMENT CONCRETE APPROACH PAVEMENT
CEMENT CONCRETE PAVING NOTES
CRYSTAL SPRINGS ROAD COMMERCIAL
COLLECTOR PAVEMENT SECTION
ASPAHLT PAVING NOTES
PROPOSED PRIVATE ROAD LOCAL ACCESS
RESIDENTAL ROAD PAVEMENT SECTION
LEGEND
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22-000977 CG-01
CG-01
A. METTERNICH-FIELDS
8
A. METTERNICH-FIELDS
B. DUNNING
SCALE IN FEET
0 20 40
GENERAL NOTES:
CONSTRUCTION NOTES:
PRIVATE ROAD PROFILE
SCALE IN FEET
0 20 40
SCALE IN FEET
0 2 4
H V
FORCEMAIN PROFILE
SCALE IN FEET
0 20 40
SCALE IN FEET
0 2 4
H V
WATERMAIN PROFILE
SCALE IN FEET
0 20 40
SCALE IN FEET
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H V
GAS LINE PROFILE
SCALE IN FEET
0 20 40
SCALE IN FEET
0 2 4
H V
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22-000977 CG-02
CG-02
A. METTERNICH-FIELDS
9
A. METTERNICH-FIELDS
B. DUNNING
"""
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MOUNTAIN AIRE LN NW
LEGEND
JOB NO:
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NE 1/4 OF NW 1/4 OF NW 1/4 OF SEC.19, T17N., R2E., W.M.
CALL BEFORE YOU DIG
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22-000977 UT-01
UT-01
A. METTERNICH-FIELDS
10
A. METTERNICH-FIELDS
B. DUNNING
SCALE IN FEET
0 20 40
GENERAL NOTES:GAS NOTES:
ELECTRICAL NOTES:
JOB NO:
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CALL BEFORE YOU DIG
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"""
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HYDROSEED ALL AREAS
DISTURBED BY
CONSTRUCTION
EXISTING TREE TO REMAIN, TYP.
4
1
1
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1
1
1 1
3
3
3 3
3
3
2
6
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LOT 2
PROPOSED DUPLEX
LOT 1
PROPOSED DUPLEX LOT 3
PROPOSED DUPLEX
7
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5 5 5
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_22-000977 X-LS
LS-01
N. DORKINA
11
N. DORKINA
J. GLANDER
1.REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL
OF LANDSCAPE ARCHITECT/OWNER.
3.ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE
ARCHITECT/OWNER.
4.PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR
IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN
CALL-OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN.
GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD
CONDITIONS AT THE SPECIFIED SPACING.
5.ALL PLANTS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
SHEET NOTES
STREET TREE 3
2" CAL. B&B/CONT., 12`-14` HT.
CARPINUS BETULUS 'JFS-KW1CB' / EMERALD AVENUE EUROPEAN HORNBEAM
GINKGO BILOBA 'AUTUMN GOLD' / AUTUMN GOLD GINKGO
ULMUS CARPINIFOLIA X PARVIFOLIA 'FRONTIER' / FRONTIER ELM
ACCENT TREE 3
2" CAL. B&B/CONT., 10`-12` HT.
CORNUS X 'RUTBAN' / AURORA FLOWERING DOGWOOD
STYRAX JAPONICUS / JAPANESE SNOWBELL
SYRINGA RETICULATA 'IVORY SILK' / IVORY SILK JAPANESE TREE LILAC
NARROW EVERGREEN TREE 8
6-7` HT. B&B/CONT.
CHAMAECYPARIS OBTUSA `GRACILIS` / SLENDER HINOKI FALSE CYPRESS
JUNIPERUS CHINENSIS 'BLUE POINT' / BLUE POINT JUNIPER
PERIMETER TREE 3
2" CAL. B&B/CONT., 12`-14` HT.
ACER TRUNCATUM X PLATANOIDES 'KEITHSFORM' / NORWEGIAN SUNSET MAPLE
QUERCUS FRAINETTO 'SCHMIDT' / FOREST GREEN OAK
ULMUS PROPINQUA 'JFS-BIEBERICH' / EMERALD SUNSHINE ELM
EVERGREEN SHRUB 161
MATURES AT 3-4` HT.
2 GAL - 5 GAL CONT.
ABELIA X GRANDIFLORA 'KALEIDOSCOPE' / KALEIDOSCOPE GLOSSY ABELIA
AZALEA X `HINO-CRIMSON` / HINO-CRIMSON KURUME AZALEA
MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE
PIERIS JAPONICA 'CAVATINE' / CAVATINE JAPANESE PIERIS
PINUS MUGO 'SHERWOOD COMPACT' / SHERWOOD COMPACT MUGO PINE
DECIDUOUS SHRUB 122
MATURES AT 3`-4` HT.
2 GAL. - 5 GAL. CONT.
CORNUS SERICEA 'KELSEYI' / KELSEY'S DWARF RED TWIG DOGWOOD
POTENTILLA FRUTICOSA 'RED ACE' / RED ACE POTENTILLA
SPIRAEA BETULIFOLIA 'TOR' / WHITE FROST BIRCHLEAF SPIREA
ORNAMENTAL GRASS/FERN/LOW SHRUB 64
MATURES AT 1-1/2` - 3` HT.
1 GAL. - 2 GAL. CONT.
CALLUNA VULGARIS `BLAZEAWAY` / BLAZEAWAY HEATHER
HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS
POLYSTICHUM MUNITUM / WESTERN SWORD FERN
PERIMETER SHRUB 22
MATURES AT 5-6` HT.
3 GAL - 5 GAL CONT.
CORNUS STOLONIFERA 'ISANTI' / ISANTI RED TWIG DOGWOOD
MAHONIA AQUIFOLIUM / OREGON GRAPE
RIBES SANGUINEUM 'KING EDWARD VII' / KING EDWARD VII FLOWERING CURRANT
GROUNDCOVER 1,984 SF
1 GAL. CONT., 20" O.C.
ARCTOSTOPHYLOS ARCTOSTOPHYLOS UVA-URSI / KINNICKINNICK
CEANOTHUS GLORIOSUS / POINT REYES CEANOTHUS
MAHONIA REPENS / CREEPING MAHONIA
RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC
CONCEPT PLANT SCHEDULE
N O R T H
0
SCALE:
feet204060
1" = 20'
SYMBOL CODE DESCRIPTION DETAIL
LAWN, TYP.
3' WIDE GRAVEL PATH, TYP.5/LS-02
BARK MULCH, TYP.
HYDROSEED, TYP.
1' WIDE ROCK MULCH BORDER 11/LS-02
LAWN EDGE, TYP.4/LS-02
BASKETBALL HOOP 7/LS-02
PICKLEBALL POST 9/LS-02
PICKLEBALL/
HALF BASKETBALL COURT
6/LS-02
OPTION TO REMOVE HARDCOURT TO PROVIDE
PREMANUFACTURED PLAY AREA, EQUIPMENT
SELECTED BY OWNER.
1/LS-03
6' HT. SOLID WOOD FENCE, TYP.10/LS-02
1
2
3
4
5
6
7
8
9
10
11
REFERENCE NOTES SCHEDULE
ST A T E O F W A SHIN
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D LANDSCA P E A R C H ITECT
J E F F R E Y B . GLA
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EX P .0 2 /0 6 /25
N
O
.405
JOB NO:
DRAWING FILE NO:
DATE:
DESIGNER:
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_22-000977 X-LS
LS-02
N. DORKINA
12
N. DORKINA
J. GLANDER
NOTES:
1. REMOVE TREATED OR SYNTHETIC BURLAP
COMPLETELY.
2. INSTALL 24" DEPTH ROOT BARRIER AT THE
EDGE OF ANY PAVING WITHIN 8 FT. OF TREE
TRUNK.
3.ENSURE THE TRUNK FLARE IS VISIBLE
ABOVE GRADE AFTER PLANTING.
24
"
MI
N
.
43
"
3"
6" MIN
ONE 1" CHAINLOCK TREE
ANCHOR AT EACH STAKE
BACKFILL SOIL MIX
COMPLETELY REMOVE
BURLAP FROM ROOT BALL
FERTILIZER TABLETS
3" WATER RETENTION BASIN (IN
SHRUB AND GROUNDCOVER
AREAS ONLY)
4" MULCH IN BASIN
2-BVC WOOD TREE STAKES, 8' HT.
TREE PLANTING & STAKING DETAIL
NTS
RO
O
T
B
A
L
L
DE
P
T
H
PLANTING PIT SHALL BE
A MIN. OF 3X THE ROOT
BALL WIDTH
ROOTBALL
WIDTH
P-MU-CRY-08
1
PLANTING PIT SHALL BE
A MIN. OF TWICE THE
ROOTBALL DEPTH
PLANTING PIT SHALL BE
A MINIMUM OF TWICE
THE ROOT- BALL WIDTH
TRUNK FLARE
SHALL BE CLEARLY
VISIBLE AFTER
PLANTING
MULCH
WATERING BASIN
BERM
FERTILIZER TABLETS,
2"-6" DEPTH
REMOVE BURLAP A MIN.
OF 2 3 FROM ROOTBALL
AFTER PLACING SHRUB
IN PLANTING HOLE
(REMOVE COMPLETELY
IF FIBERGLASS OR
TREATED).
BACKFILL SOIL MIX
ROOTBALL
DEPTH
6" MIN.
3"
6"
MIN.
6"
MIN.
ROOTBALL
DIAMETER
SHRUB PLANTING DETAIL (B&B OR CONT.)
1" = 1"
2
P-MU-CRY-25
"X"
"X""X"
CONTINUOUS OUTER ROW OF
PLANTS SPACED "X" ON CENTER
AND SET BACK FROM THE
PLANTING BED EDGE 2/3 "X"
AREA FOR SPACING ADJUSTMENT
EDGE OF PLANTING BED
"X"
2 3 "X
"
2 3 "X"TRIANGULAR SPACING
WITHIN PLANTING BED
SPECIFIED PLANT SPACING = "X"
INDIVIDUAL PLANTS REPRESENTED AS:
PLANT SPACING DETAIL
NTS P-MU-CRY-01
3
6" EDGE
TRENCH
90°
4
5
°
SHRUB BED (TYPICAL)LAWN AREA (TYPICAL)
3"
LAWN EDGE DETAIL
3" = 1'-0"
FINISH GRADE
4
P-MU-CRY-15
PICKLEBALL/ HALF BASKETBALL COURT LAYOUT
1" = 10'
3'
-
3
"
R
1
9
'
-
9
"
39'-6"
R
6
'
-
0
"
NOTE: PAVEMENT STRIPING SHALL BE 4" WIDE TYP., COLOR
SHALL BE WHITE. PROVIDE 2 COATS MINIMUM OR AS NEEDED
TO ACHIEVE A SOLID COLOR.
SINGLE BASKETBALL
STANDARD INSTALL PER
MANUFACTURES
RECOMMENDATIONS, SEE
SPECIFICATIONS FOR
ADDITIONAL INFORMATION
7
LS-02PICKLEBALL STEEL POST
STANDARD INSTALL PER
MANUFACTURES
RECOMMENDATIONS, SEE
SPECIFICATIONS FOR
ADDITIONAL INFORMATION
9
LS-02
PICKLEBALL NET TO BE
CONNECTED TO BASKETBALL POST
P-MU-CRY-19
6
9'
-
6
"
O
R
9
'
-
6
-
1
/
2
"
SE
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N
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10
'
-
0
"
BASKETBALL HOOP
1/4" = 1'-0"
2
1
3
4
BISON MEGA DUTY GOOSENECK
POLE MODEL #BA780 5-9/16″ O.D.,
HOT DIP GALVANIZED STEEL PIPE
WITH 96″ SAFE PLAY AREA, HEAVY,
1-5/8″ BACKBOARD BRACES, 48″
IN-GROUND BURY (LIFETIME LIMITED
WARRANTY) OR APPROVED EQUAL
1
BISON MEGA DUTY GOOSENECK
POLE MODEL #BA780 ADAPTER OR
APPROVED EQUAL.
2
BISON BA472PC OFFICIAL SIZE 42″ X
72″ PERFORATED STYLE
BACKBOARD, 12 GA. STEEL SKIN
WITH HEAVY STEEL REAR
FRAMEWORK, SAFETY ROLLED
EDGES, AND WHITE POWDER
COATED FINISH (10-YEAR LIMITED
WARRANTY) OR APPROVED EQUAL.
3
BISON BA39U ULTIMATE
PLAYGROUND GOAL WITH DOUBLE
5/8″ STEEL RIM, NO-FAIL NETLOCKS
TO ADD STRENGTH AND ELIMINATE
NETLOCK BREAKAGE, 3/16″ THICK
STEEL BOX-STYLE BACKPLATE AND
RIM SUPPORTS, CHAIN NET
(UNCONDITIONAL LIFETIME
REPLACEMENT WARRANTY) OR
APPROVED EQUAL.
4
8
LS-02
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P-MU-CRY-12
BASKETBALL POLE FOOTING
1/2" = 1'-0"
2'-0"
4'
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3
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#4 HORIZ REBAR CONT AT
12" O.C. MAX, 2" CLR, TYP.
4" DEPTH CRUSHED
ROCK SURFACING, TYP.
CAST IN PLACE
CONCRETE FOOTING
BASKETBALL POST,
INSTALL PLUMB PER
MANUFACTURER'S
RECOMMENDATIONSFINSH SURFACE OF
ADJACENT PAVING SHALL
MATCH TOP OF FOOTING
#4 VERT REBAR, 16"
O.C., MIN 2" CLR
INSTALL EXPANSION
JOINT BETWEEN
PAVING AND FOOTING
8
P-MU-CRY-13
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3" = 1'-0"
ALUMINUM EDGE AT GRAVEL PATH
WEED BARIER FABRIC, WRAP
UP SIDES OF METAL EDGE.
1/
2
"
COMPACTED SUB-GRADE.
ALUMINUM EDGING WITH 12" ALUMINUM
SPIKES. STAKE APPROX. EVERY 2 12' (30"), TYP.
FINISH GRADE 1/2" BELOW TOP OF ALUMINUM
EDGE BETWEEN ROCK MULCH AND LAWN OR
BARK MULCH AREAS.
EDGING SHALL BE PERMALOC CLEAN LINE ALUMINUM
LANDSCAPE EDGING (3 16" X 4"), FINISH SHALL BE (MF) MILL
FINISH - NATURAL ALUMINUM AS AVAILABLE FROM
PERMALOC, (800) 356.9660 OR APPROVED EQUAL ALUMINUM
OR STEEL EDGING.
LAWN OR BARK MULCH AREA, TYP.
4" DEPTH OF COMPACTED 5 8" MINUS
CRUSHED ROCK
5
P-MU-CRY-05
2'-0"
1'
-
6
"
3'
-
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"
PICKLEBALL POST
1/2" = 1'-0"
NETS AND POSTS ARE CONNECTED TOGETHER
ACCORDING TO MANUFACTURER'S RECOMMENDATIONS
112" HMA 3/8 DL PG70-22 A/C
PAVING
112" CLASS "B" A/C PAVING
3" DIAMETER STEEL POST MIN. 11
GAGE WALL THICKNESS
COLLAR
4" BASE AGGREGATE
COMPACTED SUBGRADE
CONC. FOOTING FOR SLEEVE
3-12" DIAMETER STEEL
SLEEVE, 316" THICK
COMPACTED SUBGRADE
3'-0"
9
P-MU-CRY-03
6' HT. SOLID WOOD FENCE
1/2" = 1'-0"
6'
-
0
"
2'
-
0
"
1'-0"
6"
CEDAR FENCE BOARD
2X4 PRESSURE TREATED
TOP RAIL
4X4 PRESSURE TREATED
POST @ A MIN OF 8'-0" O.C.
2X4 PRESSURE TREATED RAIL
BOTTOM RAIL SECURE WITH
BRACKET
SLOPE FOOTING AWAY
FROM POST BASE.
CONCRETE FOOTING
PROVIDE 6" DEPTH OF 1-12"
DRAIN ROCK
FACE FENCE TOWARD
ADJACENT PROPERTY
FINISHED GRADE
2X6 CEDAR CAP
10
P-MU-CRY-42 NTS
ALUMINUM EDGE & ROCK MULCH BORDER
1'-0"
4"
12"
FINISH GRADE 1/2" BELOW
TOP OF ALUMINUM EDGE
BETWEEN GRAVEL AND
BARK AREAS.
1" - 112" ROUND WASHED
DRAIN ROCK
WEED BARIER FABRIC,
WRAP UP SIDES OF 2X4
EDGE.
COMPACTED SUB-GRADE.
ALUMINUM EDGING WITH 12"
ALUMINUM SPIKES. STAKE
APPROX. EVERY 2 12', TYP.
EDGING SHALL BE PERMALOC CLEAN LINE ALUMINUM
LANDSCAPE EDGING (3 16" X 4"), FINISH SHALL BE (MF) MILL
FINISH - NATURAL ALUMINUM AS AVAILABLE FROM
PERMALOC, (800) 356.9660 OR APPROVED EQUAL.
11
P-MU-CRY-04
JOB NO:
DRAWING FILE NO:
DATE:
DESIGNER:
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22-000977
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_22-000977 X-LS
LS-03
N. DORKINA
13
N. DORKINA
J. GLANDER
LANDSCAPE SPECIFICATIONS
1.REFER TO DETAILS FOR ADDITIONAL INFORMATION.
2.CHEMICALLY KILL AND REMOVE FROM SITE ALL EXISTING WEEDS AND VEGETATION NOT SHOWN TO REMAIN ON
PLANS.
3.DISTRIBUTE IMPORTED SANDY LOAM TOPSOIL (APPROVED BY THE LANDSCAPE ARCHITECT) IN AREAS SHOWN AND
AT DEPTHS INDICATED FOR CROWNING AND BERMING OF LANDSCAPE AREAS, AND BACKFILL OF RETAINING WALLS
(IF REQUIRED). DOTTED LINES INDICATE 1' CONTOUR INTERVALS. ALL LANDSCAPE AREAS SHALL RECEIVE
TOPSOIL, WHETHER INDICATED ON PLANS OR NOT, SO THAT FINISH GRADES OF ALL SHRUB BEDS SHALL BE 2"
BELOW TOPS OF ADJACENT CURBS AND PAVEMENT, AND LAWN AREAS SHALL BE 1/2" BELOW TOPS OF ADJACENT
CURBS AND PAVEMENT. STRUCTURAL FILL AREAS: ANY LANDSCAPE AREAS OCCURRING WITHIN STRUCTURAL FILL
ZONES SHALL HAVE SAID STRUCTURAL FILL MATERIALS EXCAVATED TO A DEPTH OF 12" BELOW FINISH GRADES IN
SHRUB AREAS AND 6" BELOW GRADE IN LAWN AREAS, AND REPLACED WITH SPECIFIED TOPSOIL. DISPOSE OF
EXCAVATED MATERIAL OFF SITE.
4.FINE GRADE ALL LANDSCAPE BEDS PRIOR TO PLANTING OPERATIONS.
5.NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT/OWNER.
6.ALL PLANTS SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.
7.ALL PLANT MATERIALS AND PLANT LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
8.ROOT BARRIER SHALL BE INCORPORATED ADJACENT AND PARALLEL TO PAVING, CURB AND SIDEWALK, A MINIMUM
OF 15 LINEAR FEET (7.5' ON EITHER SIDE OF TRUNK), 24" DEEP, WHERE ANY TREE IS WITHIN 8' OF PAVING, CURB OR
SIDEWALK. ROOT BARRIER SHALL BE DEEPROOT UB-24 AS AVAILABLE FROM EWING IRRIGATION PRODUCTS, 2901 S
TACOMA WAY, TACOMA, WA 98409 (253) 476-9530 OR APPROVED EQUAL.
9.SOIL AMENDMENT FOR SOIL PREPARATION AND PLANTING BACKFILL SHALL BE A SCREENED 5/8" MINUS NITRIFIED
WOOD RESIDUAL COMPOST EQUAL TO:
A."SILVER SPRINGS TOP GRADE COMPOST" BRAND COMPOST AS AVAILABLE FROM CORLISS RESOURCES LAKE
TAPPS, WA (253) 279-9102.
B."CEDAR GROVE COMPOST" BRAND COMPOST AS AVAILABLE FROM CEDAR GROVE COMPOST, MAPLE VALLEY,
WA (877) 764-5748.
C.PREP/LRI COMPOST AS AVAILABLE FROM RANDLES SAND AND GRAVEL, INC., PUYALLUP, WA (253) 537-6828.
10.SOIL PREPARATION - (ALL LANDSCAPE AREAS). SPREAD 9 C.Y. OF SPECIFIED SOIL AMENDMENT PER 1000 S.F.
(APPROX. 3" DEPTH) OF AREA. SPREAD 100 LBS./1000 S.F. OF DOLOMITE LIME (IN LAWN AREAS ONLY), 150 LBS./1000
S.F. OF AGRICULTURAL GYPSUM AND 15 LBS./1000 S.F. OF 16-8-8 COMMERCIAL FERTILIZER OVER SOIL AMENDMENT.
ROTO-TILL ALL OF THE ABOVE TO A 6"-8" DEPTH AND GRADE SMOOTH, COMPACTING AS REQUIRED AND REMOVING
ALL ROCKS, CLODS AND DEBRIS.
11.LAWN AREAS (SEED OR SOD REFER TO PLANS) SHALL CONSIST OF ONE OF THE FOLLOWING TURF TYPES:
60% TURF-TYPE PERENNIAL RYE GRASS VARIETIES 60% TURF-TYPE PERENNIAL RYE GRASS VARIETIES
20% BLUEGRASS 40% TURF-TYPE FESCUE
20% HARD FESCUE
12.SEED AND SOD SHALL BE EQUAL TO THAT AS GROWN BY COUNTRY GREEN TURF FARMS; OLYMPIA, WA OR JB
INSTANT LAWN, REDMOND, WA. SEED SHALL BE APPLIED AT 7 LBS/1000 S.F. AND INCLUDE 10 LBS./1000 S.F. OF
UNITED HORTICULTURE 15-5-10 FERTILIZER IN ALL LAWN AREAS.
13.ALL TREES IN LAWN AREAS SHALL BE PLANTED IN A 3' DIAMETER CIRCLE OF BED MULCH.
14.BACKFILL MIX FOR ALL PLANTS (EXCEPT RHODODENDRONS & AZALEAS) SHALL BE A BLEND OF 1/3 EXISTING SITE
SOIL, 1/3 COARSE SAND, AND 1/3 SOIL AMENDMENT SPECIFIED IN NO. 9. BACKFILL MIX FOR RHODODENDRONS AND
AZALEAS SHALL CONSIST OF 2/3 ABOVE SPECIFIED BACKFILL MIX AND 1/3 FINE GRIND HEM-FIR BARK MULCH.
15.APPLY OSMOCOTE 18-6-12, 9 MONTH SLOW RELEASE FERTILIZER OVER THE SURFACE OF ALL PLANT PITS AT THE
FOLLOWING RATES:
TREES OVER 10' HEIGHT 2 CUPS TREES UNDER 10' HEIGHT:1 CUP
ALL SHRUBS EXCEPT 1 GALLONS:1/2 CUP 1 GALLON PLANTS:1/4 CUP
GROUND COVERS:1/4 CUP
16.FERTILIZER TABLETS FOR ALL PLANTS SHALL BE AGRIFORM (20-10-5) 21 GRAM OR 10 GRAM TABLETS DISTRIBUTED
AS FOLLOWS: ALL TREES: 4-21 GRAM TABLETS, ALL SHRUBS (EXCEPT 1 GALLONS): 3-21 GRAM TABLETS, ALL 1
GALLONS: 1-21 GRAM TABLET, ALL 2-1/4" AND 4" POT GROUND COVERS: 1-10 GRAM TABLET EACH. SET TABLETS
DIRECTLY NEXT TO ROOTBALL.
17.ALL SHRUB AND GROUND COVER BEDS SHALL RECEIVE A 2" DEPTH (6 C.Y. PER 1000 S.F.) OF "FINE GRIND" HEM/FIR
BARK MULCH AS TOP DRESSING.
18.APPLY A GRANULAR PRE-EMERGENT HERBICIDE TO ALL SHRUB AND GROUNDCOVER BEDS AT THE CONCLUSION OF
THE MAINTENANCE PERIOD. DO NOT USE CASARON OR NORASAC BRANDS.
19.ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/OWNER.
20.ALL PLANTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF PROJECT ACCEPTANCE. ALL REPLACED
PLANTS SHALL BE RE-GUARANTEED. ALL REPLACEMENTS SHALL BE MADE WITHIN 21 DAYS OF RECEIVING WRITTEN
NOTICE FROM THE OWNER. CONTRACTOR SHALL NOT BE RESPONSIBLE FOR PLANTS DYING DUE TO OWNER
NEGLECT OR VANDALISM, AFTER THE MAINTENANCE PERIOD.
21.PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES IN LIST WITH ACTUAL PLAN CALL-OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN.
GROUNDCOVER AND/OR MASS SHRUB QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT
THE SPECIFIED SPACING.
22.FINAL INSPECTION SHALL OCCUR AT THE CONCLUSION OF A 60-DAY MAINTENANCE & PLANT ESTABLISHMENT
PERIOD. MAINTENANCE PERIOD SHALL COMMENCE UPON COMPLETION OF ALL LANDSCAPE INSTALLATION
ACTIVITIES AND SHALL INCLUDE THE FOLLOWING:
A.MOW LAWNS ONCE PER WEEK.
B.REMOVE ALL WEEDS OVER 1" IN HEIGHT.
C.REPLACE DEAD OR UNHEALTHY PLANTS.
D.ENSURE PROPER FUNCTION OF IRRIGATION SYSTEM.
E.ENSURE ADEQUATE MOISTURE IS DELIVERED TO ALL LANDSCAPE BEDS INCLUDING NON-IRRIGATED AREAS.
F.FERTILIZE ALL LAWNS AT CONCLUSION OF MAINTENANCE AND PLANT ESTABLISHMENT PERIOD.
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NOTE: SOF'FALL IS AVAILABLE THROUGH NW PLAYGROUNDS, ISSAQUAH, WA, 800-726-0031
SOF'FALL ENGINEERED
WOOD FIBER SURFACING,
OR APPROVED EQUAL
CONCRETE CURB AT SOF`FALL PLAY AREA
1" = 1'-0"
SMOOTH BRUSH FINISH, TOP
OF CURB FLUSH WITH
ADJACENT PAVING.
CONCRETE CURB
PLAYGROUND EDGE, PROVIDE
EXP. JOINTS @ 20' O.C.
ASPHALT PAVING PER
PLAN-PROVIDE EXPANSION
JOINT AT CURB
12" RADIUS EDGE (BOTH SIDES)
PLAY SURFACE FINISH GRADE,
ELEVATIONS PER PLAN
#3 CONT. HORIZ. REBAR
COMPACTED SUBGRADE
MIRIFI FILTER FABRIC
4" DEPTH OF 112" CRUSHED DRAIN ROCK
SCARIFIED AND UN-COMPACTED
NATIVE SUBGRADE
712"2"
16
"
1'
-
0
"
4"
1
P-MU-CRY-06
JOB NO:
DRAWING FILE NO:
DATE:
DESIGNER:
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DRAWN BY:
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DRAWING NO:
SHEET NO:
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APPROVED BY:
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22-000977
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TREES
EMERALD AVENUE EUROPEAN
HORNBEAM
AUTUMN GOLD GINKGO
AURORA FLOWERING DOGWOOD JAPANESE SNOWBELL IVORY SILK JAPANESE TREE LILAC
SHRUBS
KINNIKINNICK
COMPACT OREGON GRAPE
WESTERN SWORD FERN
TOR BIRCHLEAF SPIREA
CREEPING MAHONIA
FRONTIER ELM
SLENDER HINOKI FALSE CYPRESS BLUE POINT JUNIPER
NORWEGIAN SUNSET MAPLE FOREST GREEN OAK EMERALD SUNSHINE ELM
KALEIDOSCOPE GLOSSY ABELIA HINO-CRIMSON KURUME AZALEA CAVATINE JAPANESE PIERIS SHERWOOD COMPACT MUGO PINE
KELSEY'S DWARF RED TWIG DOGWOOD RED ACE POTENTILLA ISANTI RED TWIG DOGWOOD OREGON GRAPE KING EDWARD VII RED
FLOWERING CURRANT
ORNAMENTAL GRASSES/ FERNS/LOW SHRUBS
BLAZEAWAY HEATHER BLUE OAT GRASS
GROUND COVERS
POINT REYES CEANOTHUS GRO-LOW FRAGRANT SUMAC
PL
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_22-000977 X-LS
LS-04
N. DORKINA
14
N. DORKINA
J. GLANDER