06-104208 (3)PRODUCTCOPY
WHITE COPY ON OPAQUE BLUE BACKGROUND
* LE�
_C�u�C��
NUMERAL FONTS
PART # AM0907NI00 (REFERENCE ONLY)
WHITE COPY ON OPAQUE BLUE BACKGROUND
7"
METHOD OF SALE:
WHITE COPY ON BLUE OPAQUE BACKGROUND
_# �uq g��
BRANDING COPY
WHITE COPY ON BLUE OPAQUE BACKGROUND
BP LOGO:
DIGITAL TRANSLUCENT GRAPHIC ON WHITE
OPAQUE BACKGROUND
APPROVED
gasoline
FRONT VIEW
3 3// ' 't T . a - -- - 6 7//8"
I
SIDE VIEW
FILE
SIGN BASE TO BE
WRAPPED BY NATURAL
EARTHEN MATERIAL
PAINTED SAME COLOR
AS AMIPM STORE
06-104206
RESUBMITTED
AUG 2 2 2006
CITY B OF FEDERALILDING DEPT.
WAY
V
SignResource
Pi:n':ng rwiavrwak;rc"M'-+'�YS a raga
5135 Oistnct BCrB. Maywood, CA 9027D
800.423.4283 Fmc323.550.7143
websde: www.signresource.com
REVISION HISTORY:
I PARTS LIST:
h1A1ERIAt LIST
�dNII'lilll►Tl�
I.TDLERANCE (UNLESS NOTED)
•GRAPHICS +/1J8" • EACE SIIE + I%16" %"
• CABINET +/ 1/8" • VINYL OVERLAP + 1/8"+/ 1/16'
-ALL COPY LEVEL UNLESS NOTED OTHERWISE
2. VIEWING DISTANCE 25'10 50' UNLESS NOIEO OTHERWISE
3. PHIS COLOR CAILOUT INDICATES USE OF SPRAYIAIh11%SYSTEM
4, NO DEVIA110M OR MAIERIAL SU BSLIIUTION WITHOUT ECN,
S.Alt EIECTRICCRI SIGNS IO COMPLYWITH UL 48
ARCO 42 SO. FT. Sli
DOUBLE FACE ILLUMII
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NOTES:
SIGN CABINET, CLADDING,
AND CONNECTION DESIGN
BY OTHERS.
ELECTRICAL DESIGN
BY OTHERS.
N
PEDESTAL & FOUNDATION
N a, TO BE (1) CONTINUOUS POUR
nl 1'-9 1 /2"x4'-6"x2'—O"
CONCRETE PEDESTAL
PEDESTAL REINFORCEMENT —
VERTICAL — (4) #3 BARS ON 15" CTRS.
HORIZONTAL — (3) #3 BARS ON 8" CTRS.
VERTICAL BARS EXTEND INTO FOUNDATION
AND HOOK ON BOTTOM ENDS
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SEE REBAR
SCHEDULE
INSTALLATION ADDRESS: CLIENT: 6135 DISTRICT BOULEVARD
BP M'.00D, CA 90270
27202 PACIFIC COAST HWY. SOUTH
FEDERAL WAY, WA SignResource
. rrrPio.moerrr�.rw°.YyK
3" HOOK ON BOTTOMS
OF VERTICAL BARS
EXTENDING THROUGH
PEDESTAL & INTO
FOUNDATION
OVER
TURN
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2'-0„
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SIDE,. VIEW
NOTE All designs and plans indicated on this drawing are the sole property of
GREGORY A CAMPBELL, P.E., created specifically for the noted project Use of
these designs or plans for any purpose other than the intended application shall
be prohibited without the written consent of GREGORY A. CAMPBELL, P.E. Disclosure
of any of the information enclosed within, without consent of owner, is a violation
of intellectual property and shall not be tolerated.
REBAR SCHEDULE
SPREAD FOUNDATION
2
3
5
0
7
NOTES:
Design is based on 100 mph 3 sec
gust design wind speed per IBC 2003.
Exposure C.
Foundation is based on a safe
lateral soil bearing pressure minimum
of 300 psf per foot of depth. Soil report
was not furnished. Allowable bearing
pressure should be verified prior to
placement of concrete. Do not place
foundation in fill.
Concrete shall be mixed to attain a
minimum compressive strength of 2500
psi in 28 days.
Anchor bolts shall be cut from A36
round stock. Exposed surfaces shall be
galvanized or coated to prevent corrosion.
All voids between column base plate
and foundation surface shall be
completely filled with high strength,
non —shrink grout.
Steel reinforcing bars shall conform to
ASTM 615 grade 60 with deformations in
accordance with ASTM A-305. Welding of
reinforcing bars is prohibited.
This design is intended to be installed
at the address shown below and should
not be used at other locations unless
deemed suitable by a competent
Professional Engineer.
1/2 11 DIA x 18" LONG
ANCHOR BOLT (4) REQ'D.
TOP OF PEDESTAL
.O
DO NOT WELD REBAR 0 6 -104 2 0 8
3" MIN. COVER
PLACEMENT
SIZE
SPACING
QUANTITY
LONG BOTTOM STEEL
#3
15"
4
LONG TOP STEEL
#3
15"
4
BOTTOM CROSS STEEL
#3
12"
3
TOP CROSS STEEL
#3
12"
3
SHT. BY:
1 CJ D
OF 2 I DATE:
08 / 10/06
Project Number:
06-0906
Drawing Number:
B171043
RESUBMITTED
AUG 2 2 2006
CITY OF FEDERAL WAY
BUILDING DEPT.
1
GREGORYA. CAMPBELL, P.E.
9051 Executive Pork Dr. —Ste. 200 . Knoxville, Tennessee • 37923
(865) 53g_4001 - fax:(865) 539-0851
m
SITE S. 272nd Street
Vicinity Map
EXISTING —
ROADWAY
1/
EXISTING
IDEWALK TO BE
REMOVED
BY WSDOT
EXISTING C B/EDGE OF
ROADWAY TO BE REMOVED
BY WSDOT
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PER WSDOT
ROAD
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FUTURE LANE -
CONFIGURATION
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°
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a
SITE IMPROVEMENT/SIGNAGE PLAN
------- South
R=35. 0' -
L=43.0 '
°
/ a a
272nd Street
EXISTING
ROADWAY
The required setback from
property lines for all signs shall
be not less than 5' in residential
zones and not less than 3' in all
other zones.
-_ -_- --_ _-_ --------- ;,�- F. =�
-3 SIGN
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PROPOSED NEW EXISTING EXISTING CONIC. CURB PROPERTY LINE LINE PLANTER TO BE REMOVED
(PER WSDOT)
- ---
--- --- - -- - -- --
__ ____ _ _ ----
EDGE OF PROPOSED NEW SIDEWALK BEGIN NEW °----
�� / BY WSDOT EXISTING CONIC. CURB.
EXISTING ARCO AM/PM
SIGN TO BE REMOVED
CONCURRENT W/ HWY 99 \\
WORK AND INSTALLATION
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Pf / W/ FUTURE WSDOT WORK
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PROPOSED EASEMENT LINE
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EX. ASPHALT PAV'T TO BE
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NEW CONCRETE.
CURB AND AS"HALT
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/ PROPOSED NEW 8' SIDEWALK
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/ PROPOSED TEMPORARY
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L=2.10'
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MATCH EX. NEW FREE—STANDING
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NO. DATE
SITE DATA
ADDRESS: 27202 PACIFIC HWY. S.
EXISTING SHARED FEDERAL WAY, WASHINGTON
DRIVEWAY OWNER: BP WEST COAST PRODUCTS, LLC
4 CENTERPOINTE DRIVE
LA PALMA, CA 90623
LOT SIZE: 96,824 SQUARE FEET
SCOPE OF WORK
1.
SAWCUT AND REMOVE EXISTING CONCRETE CURB AND
ASPHALT ® NE DRIVE ENTRANCE.
2.
SAWCUT AND REMOVE EXISTING ON —SITE ASPHALT ALONG
LINE OF NEW CURB AND NEW R.O.W. LINE
3.
CONSTRUCT 2 NEW FREE—STANDING ARCO AM/PM SIGNS.
4•
INSTALL NEW POWER CONDUIT TO NEW SIGN.
5•
REMOVE EXISTING ARCO AM/PM SIGN.
6•
CONSTRUCT NEW CONCRETE CURB.
7•
CONSTRUCT NEW LANDSCAPE.
B-
PATCH ASPHALT ALONG NEW CURB TO MEET AND MATCH
EXISTING.
APPROVED
By
Dot! 0t-z�
ELECTRICAL PERMIT
REQUIRED
CITY OF PEDERAL WAY
DEPT. OF COMMUNITY DEVELOPMENT
PERMIT: 06-104208-00 SG
ADDRESS: 27202 Pacific Hwy S
PROJECT: 40 Square Ft Monument Sign/
OWNER ARCO AM/PM
DATE: 8/18/06 `
®Apjfig�fp������F//MIIpRE0,,,,, DATEAFPjD..:9�_
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AUG 18 2006
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18215 72NO AVENUE SOUTH
KENT, WASHINGTON 98032
(425) 251-6222
BCE# 196E
CITY OF FEDERAL WAY
1965
BUILDING DEPT,
master release d
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1966—A.
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SIGN TO BE REMOVED
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WORK AND INSTALLATION,'%
/ OF 2 NEW SIGNS.
/
/ IXISTING ` \
EASEMENT
/ LINE \\
/ PROPOSED NEW CURB LINE
BY WSDOT
PROPOSED NEW R.O.W. LINE
/
W/ FUTURE WSDOT WORK
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BY WSDOT
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A)
LAND
CAPE AREA
289
.FrA, �
The area adjacent to the base of
each freestanding sign must be
landscaped equal to the sign area.
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LANDSCAPE PLANT MATERIAL LEGEND
SIZE
SYMBOL BOTANICAL/COMMON NAMES CONDITION SPACING QUANTITY REMARKS
SHRUBS:
HELICTROTRICHON SEMPERVIRENS /
1 GALLON
2.5' O.C.
32
BLUE OAT GRASS
O
NANDINA DOMESTICA 'FIRE POWER' /
1 GALLON
2' O.C.
108
HEAVENLY BAMBOO
GROUND COVER:
ERICA CARNEA 'SPRINGWOOD' /
1 GALLON
18" O.C.
AS REQ'D
HOLD 12" FROM BORDERS
SPRINGWOOD HEATH
EXISTING LANDSCAPE
AND SHRUBS
TO REMAIN, SAVE, AND
.....^_
PROTECT
RECEIVED
AUG 1 8 2006
CITY OF FEDERAL WAY
BUILDING DEPT,
G •BU
- W
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
ARTHUR M. SEIDEL I
CERTIFICATE NO. 706
(VALID ONLY WITH SIGNATURE)
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'LAND PLANNING AND DESIGN SPECIALISTS" c\o
18215 72ND AVENUE SOUTH
KENT, WASHINGTON 98032.
(425) 251-6222
BCE# 1966
a
consultant job# o
_ 1966
master release date
0,
project
master
exe date
drawn by
BSW
Q
Filename 1966—A.DWG
i
Facility/Project
59
05363
°
sheet name
o
L 1 — 1
LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN—UP, DEBRIS REMOVAL, AND 90—DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF 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.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM
IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED.
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.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE—ESTABLISHING FINISHED GRADE AND RE —MULCHING TO SPECIFIED DEPTH.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90—DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY 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
OR BALL 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 JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO 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.
SOIL PREPARATION:
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN
AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED.
IF ON —SITE TOPSOIL HAS BEEN STOCKPILED, A TEST 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 PERFORMED BY AN APPROVED SOIL
TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT.
A) TOPSOIL
AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO
CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM
AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF —SITE SOURCES.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL
SURFACE SOIL ON —SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE,
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY
VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4 % ORGANIC CONTENT.
PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER
12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/
COMPOST BLEND, AND/OR AGED FIR BARK MULCH WILL SATISFY ORGANIC
REQUIREMENTS. COMPOST TO BE FROM NON —FARM ANIMAL SOURCES, NOR FROM
SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS.
2. FERTILIZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO—DELUXE
NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT.
D) PLANTING BACKFILL
ON —SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/LAWN.
E) TOPSOIL PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER
A) AND/OR 8), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO
THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO
BE EVENLY BLENDED THROUGHOUT THE TOP 6—INCHES. TOPSOIL TO BE WORKED
INTO SUB—BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED,
COMPACTED DEPTH.
PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING
WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING.
SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.
SIGN LANDSCAPE PLANTING NOTES AND DETAILS
BARK MULCH (TOPDRESSING):
ONE —HALF —INCH (1/2") SIZE, TO ONE —INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. FINE
MULCH, I.E., "STEERCO' TEXTURE AND CEDAR ARE NOT ACCEPTABLE.
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 TWO INCHES (2") DIAMETER
FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISH GRADES TO BE
SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
SHRUBS:
ARRANGE SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT AS CALLED
OUT AND DETAILED. SHRUBS TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS
DETAILEDAND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL
USING WATER ONLY. NO MECHANICAL COMPACTION.
GROUNDCOVER:
EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") 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 FOUR INCHES (4") 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 MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE—ESTABLISHING SETTLED
GRADES. 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.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED
WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT
SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE TO INCLUDE
THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT
MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC
WARRANTY/GUARANTEES.
3" MULCH LAYER
(COMPACTED DEPTH)
FEATHER EXCESS
SOIL UNDER MULCH
1" MULCH AT CROWN
1/2" ABOVE GRADE
1" ABOVE GRADE—
h` PLANTIN(
BED'
NOTE: 9
REMOVE CONTAINER & WORK ROOTS
FREE OF SOIL.
BACKFILL TO BE SETTLED USING WATER ONLY
LESS THAN 1 GAL
( PLANTED BEFORE MULCH)
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
HOLD PLANTS
EDGE OF PLAN
AS NOTED ON
BED LINE EDGE
CURB/WALK
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
3" MULCH LAYER
(COMPACTED DEPTH)
1" MAX. TOP OF CURB
TO TOP OF MULCH
to I CURB
a
MULCH AT CURB DETAIL
NOT TO SCALE
NOTE:
OVER EXCAVATE PARKING LOT PLANTERS
TO LOOSEN COMPACTED SUBBASE
OVER ALL AGRICULTURAL SOIL DEPTH
OF 3 FEET
COARSE TRANSITION FROM TOPSOIL
TO SUBSOIL
BERM HEIGHT 6" TYP.
MIN. OR AS NOTED
SOIL LINE: 4" IN
MULCH AREAS
SUBGRADE
REMOVE EXCESS GRAVEL
AND PAVING
1
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.
TOPSOIL SETTLED
(COMPACTED CONDITION)
CURB
1-1/2" DRAIN AT LOW
POINTS & 10' MAX. SPACING
e.:
12" MAX. LIP
PAVING SECTION
(DEPTH VARIES)
GRADING IN PARKING LOT PLANTERS DETAIL gGr�S�2�Qos
(TOPSOIL PREP.) iQY
NOT TO SCALE . t +t
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
ARTHUR M. SEIDEL
CER11FICATE NO. 706
(VALID ONLY WITH SIGNATURE)
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"LAND PLANNING AND DESIGN SPECAUS(S"
18215 72ND AVENUE SOUTH
KENT WASHINGTON 98032
�425) 251-6222
BCE# 1966
consultant job#
1966
master release date
Project
master
exe date
drawn
by
BSW
Filename 1966—A.DWG
Facility/Project
05363
sheet name
L1-2
0
N