Site Plan REVISED Full Size 04-24-07co
A PORTION OF THE N.W.1 /4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M.
CITY OF YELM, COUNTY OF THURSTON, WASHINGTON
LEGEND:
EXISTING
PROPOSED
BOLLARD
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BOUNDARY MARKERS FOUND PER ROS 3519238
PROPOSED CATCH BASIN
BOUNDARY MARKERS SET PER ROS 3519238
INDEX
CABLE TV UTILITY BOX
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CATCH BASIN
•
FIBER— OPTICS MANHOLE
FIBER— OPTICS ABOVE— GROUND SERVICE BOX
•
FIRE HYDRANT
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GAS BLOWOFF PIPE
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PROPOSED STORM LINE
IRRIGATION CONTROL BOX
OF
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-- - - -- -J
POWER POLE WITH ANCHOR
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RECLAIMED WATER VALVE
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SEWER MANHOLE
PROPOSED CONCRETE
SEWER VALVE
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PRELIMINARY UTILITY PLAN
SIGN; RAILROAD CROSSING
WATER VALVE
SIGN; SPEED LIMIT
SIGN; STOP
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2
STORM DRAINAGE SYSTEM MANHOLE
TELEPHONE POLE
TELEPHONE PEDISTAL
PROPOSED ASPHALT
L2
OF
TREE
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A PORTION OF THE N.W.1 /4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M.
CITY OF YELM, COUNTY OF THURSTON, WASHINGTON
LEGEND:
EXISTING
PROPOSED
VICINITY MAP
0 2 3 5 V �_E
NOTES
1. ASSESSOR'S PARCEL NUMBERS: 22719240300
2, GROSS SITE AREA: 329,788 SF (7.57 AC.)
3. MUNICIPALITY: CITY OF YELM
4. EXISTING USE: INDUSTRIAL
5. PROPOSED USE: STORAGE FACILITY
6, EXISTING ZONING: INDUSTRIAL
7. BUILDING SETBACKS /HEIGHT UMITATIONS:
REAR YARD: 15 FEET
SIDE YARD: 15 FEET
BUILDING HEIGHT MAXIMUM:
8. MAXIMUM IMPERVIOUS SURFACE AREA: 85%
9. PROPOSED IMPERVIOUS SURFACE AREA: 62%
83200 SF BUILDING
121452 SF PAVING
UST 1LITIES /SERVICES
WATER: CITY OF YELM
105 YELM AVE WEST
YELM, WA 98597
TELEPHONE: (360) 458 -8410
SEWER: CITY OF YELM
105 YELM AVE WEST
YELM, WA 98597
TELEPHONE: (360) 458 -5410
POWER /GAS: PUGET SOUND ENERGY
6905 SOUTH 228TH STREET
KENT, WA 98032
TELEPHONE: (253) 395 -6850
TELEPHONE: FAIRPOINT COMMUNICATIONS
106 2ND STREET
YELM, WA 98597
TELEPHONE: 1- 800 -441 -3564
FIRE: CITY OF YELM
105 YELM AVE WEST
YELM, WA 98597
TELEPHONE: (425) 754 -6795
ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72nd AVE. SOUTH
KENT, WA 98032
FAX S)(425) 251 -8782
CONTACT: HAL P. GRUBB
SURVEYOR ARCHITECT
GEOMATICS LAND SURVEYING
703 YELM AVENUE WEST
P.O.BOX 2550
YELM, WA 98597 -2550
CONTACT:
DENNIS BAKER
TEL: 360 -400 -5263
FAX: 360 - 400 -5264
MOORE DESIGN ASSOCIATES
15504 SE 18TH STREET
BELLEVUE, WA 98007
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PLS 22346 FOR THE CENTER OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, WILLAMETTE MERIDIAN
VERTICAL DATUM
THURSTON COUNTY CONTROL POINT NO. 839 EL = 332.18' (NGVD 29)
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-- ---- ---- --
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FENCE; CHAIN -LINK
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FLOW DIRECTION ARROW
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OVER -HEAD POWERLINES
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FIBER- OPTICS
PAINT LOCATING UNDERGROUND
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PAINT LOCATING UNDERGROUND
POWER
PAINT LOCATING UNDERGROUND
RECLAIMED WATER
-
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SEWER
PAINT LOCATING UNDERGROUND
WATER
PAINT LOCATING UNDERGROUND
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RAILROAD TRACK, CENTERLINE
UNDERGROUND STORM PIPES
VICINITY MAP
0 2 3 5 V �_E
NOTES
1. ASSESSOR'S PARCEL NUMBERS: 22719240300
2, GROSS SITE AREA: 329,788 SF (7.57 AC.)
3. MUNICIPALITY: CITY OF YELM
4. EXISTING USE: INDUSTRIAL
5. PROPOSED USE: STORAGE FACILITY
6, EXISTING ZONING: INDUSTRIAL
7. BUILDING SETBACKS /HEIGHT UMITATIONS:
REAR YARD: 15 FEET
SIDE YARD: 15 FEET
BUILDING HEIGHT MAXIMUM:
8. MAXIMUM IMPERVIOUS SURFACE AREA: 85%
9. PROPOSED IMPERVIOUS SURFACE AREA: 62%
83200 SF BUILDING
121452 SF PAVING
UST 1LITIES /SERVICES
WATER: CITY OF YELM
105 YELM AVE WEST
YELM, WA 98597
TELEPHONE: (360) 458 -8410
SEWER: CITY OF YELM
105 YELM AVE WEST
YELM, WA 98597
TELEPHONE: (360) 458 -5410
POWER /GAS: PUGET SOUND ENERGY
6905 SOUTH 228TH STREET
KENT, WA 98032
TELEPHONE: (253) 395 -6850
TELEPHONE: FAIRPOINT COMMUNICATIONS
106 2ND STREET
YELM, WA 98597
TELEPHONE: 1- 800 -441 -3564
FIRE: CITY OF YELM
105 YELM AVE WEST
YELM, WA 98597
TELEPHONE: (425) 754 -6795
ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72nd AVE. SOUTH
KENT, WA 98032
FAX S)(425) 251 -8782
CONTACT: HAL P. GRUBB
SURVEYOR ARCHITECT
GEOMATICS LAND SURVEYING
703 YELM AVENUE WEST
P.O.BOX 2550
YELM, WA 98597 -2550
CONTACT:
DENNIS BAKER
TEL: 360 -400 -5263
FAX: 360 - 400 -5264
MOORE DESIGN ASSOCIATES
15504 SE 18TH STREET
BELLEVUE, WA 98007
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PLS 22346 FOR THE CENTER OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, WILLAMETTE MERIDIAN
VERTICAL DATUM
THURSTON COUNTY CONTROL POINT NO. 839 EL = 332.18' (NGVD 29)
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STANDARD NOTE:
1, System shall be designed for the following capacities:
Peak Treatment Flow, 3.2 cis
Sediment Storage: 32 ft3
Oil/Debris Storage: 190 gal.
* Please see accompanied Aqua -Swirl
specification notes.
* See Site Plan fo
Plan View
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Manufactu
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A PORTION OF THE N.W.1 /4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M.
CITY OF YELM, COUNTY OF THURSTON, WASHINGTON
18" OD Max
Baffles
Base Plate
104"
68"
Bollards shall be placed around access
riser(s) in non - traffic areas to prevent
inadvertent loading by maintenance
vehicles.
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AOUASWIRL AS -4 WATER OUALITY UNIT
NOT TO SCALE
1 32" WASHED ROCK
12" PERF. PVC PIPE
PAVING SURFACE EL= 331.0 -332.0
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1 h" WASHED R=
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TYPICAL INFILTRATION TRENCH (BUILDING ROOF RUNOFF)
NOT TO SCALE
PAVING SURFACE EL= 331.0 -332.0
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10' (FOR PARKING LOT RUNOFF)
2'
3' MIN CLEARANCE
TO MAX GROUNDWATER
TYPICAL INFILTRATION TRENCH (PARKING LOT RUNOFF)
NOT TO SCALE
5' CONCRETE S/W
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28' HALF R/W
7' LANDSCAPING
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SYMBOL BOTANICAL /COMMON NAMES CONDITION
SPACING QUANTITY REMARKS
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A PORTION OF THE N.W.1 /4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M.
CITY OF YELM, COUNTY OF THURSTON, WASHINGTON
SIZE
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14
STAKE &GUY ONE GROWING SEASON;
GROWN, UN -CUT LEADER
NURSERY
";
MAHONIA AQUIFOLIUM /
OREGON GRAPE
24" HT. MIN.
CONTAINER
6' O.C.
59
MYRICA CALIFORNICA /
24" HT. MIN.
6' O.C.
45
HOLD
4'
FROM
BORDERS
PACIFIC WAX MYRTLE
CONTAINER
RHUS TYPHINA /
1.5" CAL
AS
SHOWN
12
STAKE & GUY ONE GROWING SEASON;
NURSERY
STAGHORN SUMAC
B &
B
GROWN, MULTI -TRUNK
®
NANDINA DOMESTICA /
24" HT. MIN.
3' O.C.
15
3 CANES
MINIMUM
HEAVENLY BAMBOO
CONTAINER
THUJA PLICATA 'EXCELSA' /
EXCELSA WESTERN RED CEDAR
6' -8'
B &
HT.
B
AS
SHOWN
19
STAKE & GUY ONE GROWING SEASON;
GROWN, UN -CUT LEADER
NURSERY
PINUS MUGO MUGO /
MUGHO PINE
18" - 21" HT.
CONTAINER
5' O.C.
27
HOLD
2'
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+
ZELKOVA SERRATA 'VILLAGE' /
VILLAGE GREEN ZELKOVA
1.5" CAL
B & B
AS
SHOWN
5
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN FOR STREET TREE USE, BRANCHED AT 6'
GROUND COVER:
ARCTOSTAPHYLOS UVA URSI /
4" POT
12" O.C.
AS
REQ'D
HOLD
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FROM
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KINNIKINNICK
FRAGARIA CHILOENSIS /
1 GALLON
24" O.C.
AS
REQ'D
HOLD
18"
FROM
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ORNAMENTAL STRAWBERRY
RUBUS PENTALOBUS /
4" POT
18" O.C.
AS
REQ'D
HOLD
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FROM
BORDERS, TREES AND SHRUBS
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED
PLANT MATERIALS, FERTILIZERS, STAKING, MULCH, CLEAN -UP, DEBRIS REMOVAL, AND 30 -DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND
HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO
BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION
SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK
ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT
OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY
OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE- ESTABLISHING FINISH GRADE AND RE- MULCHING TO SPECIFIED DEPTH.
REPAIR OF EXISTING IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM TO
MATCH OR BETTER THEN CONDITIONS PRIOR TO THE DAMAGE.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE BY OWNER OR THE OWNER'S REPRESENTATIVE.
30 -DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING COMPLETION
ACCEPTANCE BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING
AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE PROJECT SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM THREE QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE
SUBMITTAL OF REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ALL APPROVALS. PROVIDE OWNER AND LANDSCAPE
ARCHITECTS WITH COPIES OF ALL APPROVALS.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE
AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED
BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND
FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE
CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS
REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL, PREPARATION, CONTRACTOR TO OBTAIN TWO,
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT,
TO SOIL AND PLANT LABORATORY, BELLEVUE, WASHINGTON PHONE: 425- 746 -1665 OR,
EQUIVALENT TESTING LABORATORY, FOR TEST #A05 -2. SUBMIT RESULTS TO LANDSCAPE
ARCHITECT FOR REVIEW. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED AND WILL BE USED, A
TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY
ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS,
APPLICATION RATES, AND POST- CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE
CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
A) IMPORT TOPSOIL:
TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOIL, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 113 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EQUIVALENT.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY
MEET TEXTURAL CLASSIFICATION AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED
BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH.
C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE -IN.
D) IMPORT TOPSOIL /NATIVE SURFACE SOIL /STOCKPILED TOPSOIL AMENDMENTS: MODIFY SOIL
AFTER INSTALLATION IN ACCORDANCE WITH
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR
PRODUCTS.
2. 30- POUNDS NITROFORM (38 -0 -0)
3. 5- POUNDS AMMONIUM SULFATE
4. 40- POUNDS CALCIUM CARBONATE LIMESTONE
5. 40- POUNDS DOLOMITE LIMESTONE
6. 5 -OUNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO SOIL.
E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1, 0.6 -CUBIC YARDS PER VOLUME TOPSOIL OR NATIVE /STOCKPILED TOPSOIL
2. 0.4 -CUBIC YARDS ORGANIC COMPOST.
3. 3- POUNDS NITROFORM (38 -0 -0)
4. 1 -POUND AMMONIUM SULFATE
5. 2- POUNDS CALCIUM CARBONATE LIMESTONE
6. 2- POUNDS DOLOMITE LIMESTONE
F) IMPORT TOPSOIL, NATIVE /STOCKPILED TOPSOIL PREPARATION AND INSTALLATION:
VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS,
EXCEPT AREAS NOTED ON PLANS, THIS IS TO ACCOMMODATE FOR TOPSOIL NATIVE
/STOCKPILE TOPSOIL, AMENDMENTS, AND
MULCH LAYER.
ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE
PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB - GRADES WHICH
HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90
DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED
EQUIPMENT OR AROUND EXISTING PLANTINGS AND /OR EXISTING IRRIGATION SYSTEM NOTED
TO REMAIN WITH HAND TOOLS. REMOVE SOIL LUMPS, ROCK, VEGETATION AND /OR DEBRIS
LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED
TOPSOIL. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO
ADJACENT LANDSCAPE AREAS.
PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE
PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES
BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12
INCHES TO MINIMIZE STRUCTURAL COMPACTION.
G) IMPORT TOPSOIL, NATIVE /STOCKPILED TOPSOIL PLACEMENT:
PLACE 2 INCHES OF TOPSOIL, NATIVE /STOCKPILED TOPSOIL AND AMENDMENTS OVER THE
PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP
6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2
INCHES LIFT OR IMPORT TOPSOIL, NATIVE /STOCKPILED OVER THE AMENDED SOIL AS A
SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH
ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED.
BARK MULCH (TOPDRESSING):
ONE- HALF -INCH (1/2 ") SIZE, TO 01`JE -INCH (1 "), I.E., "MEDIUM," HEMLOCK /FIR BARK. FINE
MULCH, I.E., "STEERCO" TEXTURE ANID CEDAR ARE NOT ACCEPTABLE.
STAKES:
2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
LAWN:
COMMERCIAL SEED AS NOTED ON PLAN.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI - DESICCANT:
"WILT - PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS, FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES
BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND
1 -INCH BELOW CURBS, WALKS AND /'OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS.
FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN.
ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN
AND DETAILED. PROVIDE POSITIVE DIRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL
DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED, ALL TREES AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL
COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND) TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND /OR SEED. APPLY SUFFICIENT QUANTITY
TO PROVIDE A 3 -INCH COMPACTED DEPTH.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR' 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
PLANTING AND IRRIGATION MAINTENANICE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES
OR POSITION, RE- ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN
ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE
INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40
PERCENT OR MORE OF CANOPY.
2" MULCH LAYER
(COMPACTED DEPTH)
FEATHER EXCESS
SOIL UNDER MULCH
1" MULCH AT CROWN
1/2" ABOVE GRADE
1" ABOVE GRADE —
liR EPAR E
PLANTING
NOTE: BED
REMOVE CONTAINER & WORK ROOTS
FREE OF SOIL.
BACKFILL TO BE SETTLED USING WATER ONLY
SEE PLANT LIST FOR PLANT SPACING
LESS THAN 1 GAL. 1 GAL. CONTAINER and LARGER
(
PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH)
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
HOLD PLANTS F ^"
EDGE OF PLANT
AS NOTED ON F
BED LINE EDGE
CURB /WALK-
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
(2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2
HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE
EIGHT PATTERN. STAKES AND TREE PLUMB
3" DEEP SAUCER FOR WATER
3" DEEP MULCH LAYER (COMPACTED DEPTH)
REMOVE ALL TIES, WRAP & CONTAINERS. FREE
PERIMETER ROOTS FROM NURSERY BALL \
EXCAVATE TREE PIT AT A MIN, OF 4 TIMES
DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT
GRADE TO FINISH GRADE
PIT SPOILS, NURSERY BALL WASTE BACKFILL
SET BALL ON UNDISTURBED SUBGRADE, --��
OR COMPACTED SOIL. --
NOTE:
LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL
ONLY; NO FERTILIZER IN PLANTING PIT.
WORK PERIMETER ROOTS FREE OF NURSERY BALL.
SPACING AS CALLED OUT
ON PLAN /PLANT LIST
HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST
NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
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NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY,
BACKFILL TO BE SETTLED USING WATER ONLY -
NO MECHANICAL COMPACTION.
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DECIDUOUS TREE PLANTING /STAKING DETAIL
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GRANTEE: THE PUBLIC. W
WEST 30 FEET. A.F.N. 8606190140.
/ THICK BRUSH
WL
WT R FIBERi...0■ � �.... •. / 1 SITE P
'
OPTICS
VAULT Al SCALE= 1:50
4�t"
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0-
w IL IL
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J
APPLE
� 1 3
15 1p P L
APPLE �AP'PLE
8" 6.r
8" APPI PPLE P
RULE L •
` i.�
6' 6
PPLE AP
u�0 HE \P 1 _ CB 1 TYPE II
10"
C..
HER S E
4
'APPLE
i p��P�Q4i
ACCESS EASEMENT
AS ILLUSTRATED
2 d��� ON ROS 3519238
MH 1 `.� (R2)
`B
3+49p LIMITS OF PIPE
UNKNOWN BEYOND
MANHOLE (MH 2)
EASEMENTS AND THE TERMS AND CONDITONS
FOR LOT 2 OF SS -8007:
EASEMENT FOR ELECTRIC DISTRIBUTION SYSTEM.
GRANTEE: PUGET SOUND POWER & LIGHT COMPANY,
EXACT LOCATION UNDISCLOSED. A.F.N. 201291.
ALL COVENANTS, CONDITIONS, RESTRICTIONS,
RESERVATIONS, EASEMENTS OR OTHER SERVITUDES,
IF ANY, DISCLOSED BY SS -8007, A.F.N. 1119591.
PROTECTIVE COVENANT REGARDING ON -SITE DISPOSAL SYSTEM.
A.F.N. 9012120151.
EASEMENT REGARDING SANITARY SEWER COLLECTION SYSTEM.
GRANTEE: CITY OF YELM
EXACT LOCATION UNDISCLOSED. A.F.N. 9303150198.
RIM ELEV. = 346.07'
8" DUCTILE IRON (SE) IE OUT = 343.90'
CB2 -TYPE II
RIM ELEV. = 345.97'
8" DUCTILE IRON (NW) IE IN = 343.37'
12" CORRUGATED POLY (NE) IE OUT = 338.90'
12" CORRUGATED POLY (SW) IE IN = 340.75'
C13 3 - TYPE II
RIM ELEV. = 344.25'
12" CORRUGATED POLY (SW) IE IN = 338.15'
12" CORRUGATED POLY (NW) IE IN = 338.31'
12" PVC (NE) IE O)UT = 338.55'
CB 4 - TYPE II
RIM ELEV. = 343.39'
8" DUCTILE IRON (SE) IE OUT = 340.64'
CB5 -TYPE II
RIM ELEV. = 343.45'
8" DUCTILE IRON (NW) IE IN = 338.40'
12" CORRUGATED POLY (NE) IE IN = 338.52'
12" CORRUGATED POLY (SW) IE OUT = 338.47'
CB6 -TYPE II
RIM ELEV. = 343.73'
8" DUCTILE IRON (NW) IE IN = 340.08'
12" CORRUGATED POLY (SW) IE OUT = 339.63'
CB 7 - TYPE II
RIM ELEV. = 343.40'
8" DUCTILE IRON (NW) IE IN = 341.62'
8" DUCTILE IRON (E) IE OUT = 341.48'
JB 1 - TYPE II (JUNCTION BOX)
RIM ELEV. = 344.30'
8" DUCTILE IRON (SE) IE OUT = 341.92'
4" CORRUGATED POLY (SW) IE = 342.12
12" CONCRETE (NW) IE = 341.30'
12" CONCRETE (N) IE = 341.50'
MH 1A & 1 B - TYPE 1
RIM ELEV. = 344.66'
12" PVC (SW) IE IN = 337.65'
14" PVC (NE) IE C)UT = ?
MH2 - TYPE I
RIM ELEV. = 345.49'
14" PVC (SW) IE IN = 337.60'
24" CORRUGATED POLY (NE) IE OUT = 337.14'
MH 3 - TYPE I
RIM ELEV. = 345.97'
I 13ORRUGATEID POLY (NE) IE IN = 338.27'
12" CORRUGATED POLY (SE) IE OUT = 338.17'
STORM DRAINAGE PLANS WERE NOT REVIEWED
x
BOLLARD
O
BOUNDARY MARKERS FOUND PER ROS 3519238
0
BOUNDARY MARKERS SET PER ROS 3519238
®
CABLE TV UTILITY BOX
'OE
CATCH BASIN
®
FIBER - OPTICS MANHOLE
Go
FIBER - OPTICS ABOVE - GROUND SERVICE BOX
O
FIRE HYDRANT
it
GAS BLOWOFF PIPE
®
GAS VALVE
®
IRRIGATION CONTROL BOX
GROSS 83,200 SQFT.
LIGHT POLE
®
POWER METER
®
POWER POLE GUY POLE
POWER POLE WITH ANCHOR
®
POWER SERVICE BOX
®
RECLAIMED WATER VALVE
SEPTIC TANK LID
®
SEWER MANHOLE
®
SEWER VALVE
®
SIGN; CROSS -WALK
x
SIGN; RAILROAD CROSSING
0
SIGN; SPEED LIMIT
9
SIGN; STOP
0
SOIL LOG HOLE
®
STORM DRAINAGE SYSTEM MANHOLE
®
TELEPHONE POLE
TELEPHONE PEDISTAL
('®
(
�®
TREE
WATER BLOWOFF AND VALVE
®
WATER METER
x
WATER VALVE
X
WELL HOUSE ?; COLLAPSED
WCR
WHEEL -CHAIR RAMP
SURVEY PROVIDED BY:
GEOMATICS LAND SURVEYING
703 YELM AVENUE WEST
P.O.BOX 2550
YELM, WA 98597 -2550
CONTACT:
DENIS BAKER
TEL: 360- 400 -5263
FAX: 360- 400 -5264
o I %/
1
Fla
- - -- - -- - -- i iI f - .. -. • .
All
Won
WVWAW
IM
a
I
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■
�i
I
AS -BUILT CENTERLINE
_ _ = CONCRETE CULVERT, 12" DIA.
CONTOURS, 1' INTERVALS
CONTOURS, 5' INTERVALS
"""""""""""""" DITCH CENTERLINE
EDGE OF PAVEMENT
FENCE;BOARD
FENCE; CHAIN -LINK
FENCE; WIRE
-- ------------- GRAVEL LIMITS
OVER -HEAD POWERLINES
- - -' - PAINT LOCATING UNDERGROUND FIBER - OPTICS
-- - - PAINT LOCATING UNDERGROUND GAS
-" -" - PAINT LOCATING UNDERGROUND POWER
-' - - - PAINT LOCATING UNDERGROUND RECLAIMED WATER
-' - PAINT LOCATING UNDERGROUND SEWER
-- - -" - PAINT LOCATING UNDERGROUND WATER
PAINT LOCATING UNDERGROUND "WP MB1 UGSA"
RAILROAD TRACK, CENTERLINE
UNDERGROUND STORM PIPES
r
\
\
v PROPANE TANKS �v'v
\
\ r
\ f
VICINITY MAP
0 .1 .2 .3 .4 .5 1 MILE
5' SIDEWALK
oore
esign
ssocietes
15504 SE 18th Street
Bellevue, WA 98007
( 425) 941 - 1040
gmooredesign @aol.com
OFFICE 11050 SQFT,
A 4,500 SQFT.
�
_331
9,350 SQFT.
FOR UNDERGROUND ELECTRI S YSTEM.
EE: PUGET SOUND POWER & LIGHT MPANY. C
11,950 SQFT.
SOUTH 10 FEET. A.F.N. 8405290013.
9,800 SQFT,
'OE
3,400 SQFT.
EASEMENT FOR UTILITIES, INCLUDING BUT NOT`
3,200 SQFT.
Go
LIMITED TO: SEWER, WATER, STORMWATER,
I
0
NATURAL GAS, ELECTRICAL, TELEPHONE,
0
TELEVISION LINES, MAINS, ETC.
1
GRANTEE: THE CITY OF YELM. i
SOUTH �0- ,FEET. A.F.N. 9307230096.
GROSS 83,200 SQFT.
EAyStMENT FOR UNDERGROUND OR OVERHEAD
ELECTRIC TRXN§MISSION. \ �:
!GRANTEE: PUGET SOUND POWER & LIGHT COMPANY. \. \
\�
if SOUTH 30 FEET. A.F.N. 9308020071.
AS -BUILT CENTERLINE
_ _ = CONCRETE CULVERT, 12" DIA.
CONTOURS, 1' INTERVALS
CONTOURS, 5' INTERVALS
"""""""""""""" DITCH CENTERLINE
EDGE OF PAVEMENT
FENCE;BOARD
FENCE; CHAIN -LINK
FENCE; WIRE
-- ------------- GRAVEL LIMITS
OVER -HEAD POWERLINES
- - -' - PAINT LOCATING UNDERGROUND FIBER - OPTICS
-- - - PAINT LOCATING UNDERGROUND GAS
-" -" - PAINT LOCATING UNDERGROUND POWER
-' - - - PAINT LOCATING UNDERGROUND RECLAIMED WATER
-' - PAINT LOCATING UNDERGROUND SEWER
-- - -" - PAINT LOCATING UNDERGROUND WATER
PAINT LOCATING UNDERGROUND "WP MB1 UGSA"
RAILROAD TRACK, CENTERLINE
UNDERGROUND STORM PIPES
r
\
\
v PROPANE TANKS �v'v
\
\ r
\ f
VICINITY MAP
0 .1 .2 .3 .4 .5 1 MILE
5' SIDEWALK
oore
esign
ssocietes
15504 SE 18th Street
Bellevue, WA 98007
( 425) 941 - 1040
gmooredesign @aol.com
OFFICE 11050 SQFT,
A 4,500 SQFT.
9,350 SQFT.
11,950 SQFT.
OD
9,800 SQFT,
'OE
3,400 SQFT.
3,200 SQFT.
Go
3,200 SQFT.
I
0
j
3,400 SQFT.
0
10,700 SQFT.
1
11,950 SQFT,
10,700 SQFT.
GROSS 83,200 SQFT.
i
1
1
U
Revisions
Marts Date
Date 11 -21 -06
Scale 1:50
Consultant:
Sheet
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4:
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z
Li
!n
z
Li
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it
0
v
cn
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0
0
N
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