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TEMPORARY EROSION & SEDIMENT CONTROL PLAN
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o EROSION CONTROL NOTES:
1. INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00.
2. INSTALL BIODEGRADABLE CHECK DAM PER WSDOT STD. PLAN 1-50.20-01
EROSION CONTROL !GENERAL NOTES:
1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN
APPROVAL OF PERMANENT'ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES,
RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).
,
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONTRUCTION, MAINTENANCE, REPLACEMENT, AND
UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR'S ESC SUPERVISOR
UNTIL ALL CONSTRUCTION IS APPROVED.
3. ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION AND DEMOLITION ACTIVITIES, TO
INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT
PROPERTIES OR THE NATURAL DRAINAGE WAYS. ALL EROSION AND SEDIMENT FACILITIES SHALL BE
MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDIOR CONSTRUCTION
AND DEMOLITION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL
SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
THE SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO
BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES
AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE
EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE
SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR.
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR
TWO DAYS DURING THE WET SEASON (OCTOBER 1 THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE
DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE
APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
6. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE
APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
7. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE
WATER DESIGN MANUAL, CURRENT EDITION.
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED
WITHIN SEVEN (7) DAYS.
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
10. AT NO TIME SHALL MORE THAN,ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH
BASIN. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM
SYSTEM, .
11. ALL INLET PROTECTION LOCATIONS ARE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO BUILDING
DEMOLITION. ADDITIONAL INLET PROTECTION MAY BE REQUIRED IN CATCH BASINS NOT SHOWN ON THIS
BASEMAP.
12. AFTER REMOVAL OF CONCRETE BUILDING SLAB, CONTRACTOR SHALL MINIMIZE TRAFFIC ON EXPOSED
SOIL. TRUCK TRAFFIC CARRYING CSBC MATERIAL SHALL NOT BE PERMITTED ON EXPOSED SOILS UNLESS
CONTRACTOR INSTALLS A WHEEL WASH SYSTEM TO ENSURE NO TRACKING OF MATERIAL OFF SITE.
13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO
ENSURE CONTINUED PROPER FUNCTIONING. THE CONTRACTOR SHALL CREATE AND MAINTAIN AN
EROSION CONTROL MAINTENANCE REPORT PER APPENDIX D OF THE KING COUNTY SURFACE WATER
DESIGN MANUAL, CURRENT EDITION. COPIES OF THE ESC MAINTENANCE REPORT MUST BE KEP ON SITE
THROUGHOUT THE DURATION OF CONSTRUCTION.
LEGEND:
. P7 /1 820 BUILDING DEMOLITION SITE
£:) STORM DRAIN INLET PROTECTION
fH B B H H H BIODEGRADABLE CHECK DAM
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CENTURY SQAURE
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1501 4TH AVENUE, SUITE 1400
SEATTLE, WA 98101
PHONE: (206) 438-2700
FAX: (206) 438-2699
----
NORTH Alf?PORT WAY
DESIGNED: AC
DRAWN: AC
CHECKED: JM
APPROVED: AC
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REVISION REVISION
No. DATE DESCRIPTION
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RENTON MUNICIPAL AIRPORT
CLAYTON SCOTT FIELD
RENTON, WASHINGTON
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PROJECT TITLE:
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EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED GRADING LIMITS
EXISTING STORM DRAIN PIPE
EXISTING EDGE DRAIN
EXISTING SANITARY SEWER PIPE
EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING CATCH BASIN
ADJUST EXISTING DRAINAGE
STRUCTURE RIM
NEW CATCH BASIN
-so so-NEW 6" D.I.P.
®
EXITING FIRE WATER LINE
DRAINAGE STRUCTURE -SEE
SCHEDULE ON C3.02
BLAST WALL:
GRADING PLAN
RECE\\lED
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RUNWAY BLAST WALL REPLACEMENT
1~m-:;:;:;;c:;----------------------11 COR PROJECT NO.:
II SHEET TITLE:
GRADING PLAN ITO PO SHEET NO.:
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6, UTILITY DEMOLITION NOTES
1. DISCONNECT AND ABANDON EXISTING POWER SERVICE AND REMOVE ALL ASSOCIATED CABLE, PANELS, AND SUPPORT EQUIPMENT
FOR POWER SERVICE TO 820 BUILDING. LOCATION SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL COORDINATE WITH JOHN
CAMPION (PSE) AT 206-604-5836, A MINIMUM OF 10 WORKING DAYS PRIOR TO WORK. PSE WILL REMOVE METER AND DISCONNECT
SERVICE. CONTRACTOR SHALL REMOVE ALL ABOVE GROUND CONDUIT AND CAP ALL REMAINING BELOW GROUND CONDUIT AT
SURFACE GRADE.
2. DISCONNECT AND ABANDON EXISTING GAS SERVICE. LOCATION SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL COORDINATE
WITH JOHN CAMPION (PSE)AT 206-604-5836, A MINIMUM OF 10 WORKING DAYS PRIOR TO WORK. PSE WILL REMOVE METER.
CONTRACTOR SHALL REMOVE ALL ABOVE GROUND PIPES AND SUPPORT EQUIPMENT FOR GAS SERVICE TO 820 BUILDING, AND CAP
ALL REMAINING BELOW GROUND CONDUIT AT SURFACE GRADE.
[J I ---OFFSET NEW FOD FENCE
2' SOU H OF EXISTING
4' C AINLINK FENCE
3. DISCONNECT AND ABANDON EXISTING PHONE SERVICE. LOCATION SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL
COORDINATE WITH THE CENTURY LINK (C-L1NK) BUSINESS OFFICE AT 800-244-1111, A MINIMUM OF 20 WORKING DAYS PRIOR TO WORK.
CONTRACTOR SHALL REMOVE ALL REMAINING SUPPORT EQUIPMENT INCLUDING ABOVE GROUND CONDUIT, CABLE, AND PANELS
AFTER C-LlNK HAS COMPLETED WORK. SOMH-G-96~ RIM 31.18
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4. DISCONNECT AND ABANDON EXISTING WATER SERVICE. LOCATION SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL
COORDINATE WITH GEORGE STAHL (CITY OF RENTON WATER DEPT.) AT 425-430-7400, A MINIMUM OF 20 WORKING DAYS PRIOR TO
WORK. CONTRACTOR SHALL REMOVE ALL ABOVE GROUND PIPES AND SUPPORT EQUIPMENT FOR WATER SERVICE TO 820 BUILDING,
AND CAP ALL REMAINING BELOW GROUND SERVICE PIPES. CONTRACTOR SHALL FLUSH AND TEST WATER SYSTEM AFTER WATER
SERVICE ABANDONMENT. CONTRACTOR SHALL COORDINATE THIS WORK WITH WATER DEPT.
3 25 LF
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5. DISCONNECT, REMOVE, AND CAP SEWER SERVICE AT SEWER MAIN PER SEWER DISTRICT REQUIREMENTS. LOCATION SHALL BE
VERIFIED IN THE FIELD. CONTRACTOR SHALL COORDINATE WITH SKYWAY WATER & SEWER AT 206-772-7343 A MINIMUM OF 10
WORKING DAYS PRIOR TO WORK. A SITE SEWER PERMIT SHALL BE OBTAINED FROM SKYWAY WATER & SEWER PRIOR TO WORK. THE
/ PERMIT CAN BE PURCHASED AT THE SKYWAY OFFICE LOCATED AT 6723 S 124TH ST, SEATTLE, WA98178.
/' ~/' 0 CONSTRUCTION & DEMOLITION NOTES:
V 1. INSTALL FOREIGN OBJECT DEBRIS (FOD) FENCE TO SEPARATE DEMOLITION WORK FROM THE AIR OPERATIONS AREA (AOA). SEE
FOD FENCE DETAIL THIS SHEET. CONTRACTOR SHALL REMOVE FOD FENCE AT THE COMPLETION OF THE PROJECT.
,
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2. SAWCUT PAVEMENT TO PROVIDE A CLEAN EDGE BETWEEN EXISTING PAVEMENTS TO REMAIN AND THE DEMOLISHED STRUCTURE.
3. DEMOLISH STORM DRAINAGE, SANITARY SEWER, OR WATER SERVICE LINE AS INDICATED OR AS DIRECTED BY ENGINEER. EXISTING
UTILITY LINES TO REMAIN SHALL BE CAPPED AT LIMITS OF DEMOLITION. SEE UTILITY DEMOLITION NOTES.
AP E~D OF REMOVED PIP
TO P OVIDE PERMANEN
WATER TIGHT SEAL
NO. 81 6 _____
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800 BUILDING
SITE CONTROL & UTILITY DEMOLITION PLAN
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4. REMOVE EXISTING BOLLARDS AND ATTACHED RAIL (IF APPLICABLE).
GENERAL NOTES:
1. THE CONTRACTOR SHALL OBTAIN A CITY OF RENTON BUILDING DEMOLITION PERMIT PRIOR TO BEGINNING WORK. CONTRACTOR IS
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH OBTAINING THIS PERMIT.
.2. FOD FENCE SHALL BE PLACED AROUND THE BUILDING AS SHOWN, THE FOD FENCE LOCATED ON THE EAST SIDE OF THE BUILDING
ESTABLISHES THE TEMPORARY ADA DURING THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL NOT ALLOW EMPLOYEES,
SUBCONTRACTORS, SUPPLIERS, OR ANY OTHER UNAUTHORIZED PERSON TO ENTER OR REMAIN IN ANY PORTION OF THE AOA
DURING ANY PORTION OF THE WORK, EXCEPT FOR FOD INSPECTION AND REMOVAL WITH AIRPORT STAFF APPROVAL.
3. ALL PAVEMENT AREAS USED FOR THE HAULING OF EQUIPMENT, STORAGE OF MATERIALS, OR OTHER CONSTRUCTION AND
DEMOLITION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE PRE-EXISTING CONDITION AFTER
ALL SITE WORK HAS BEEN COMPLETED OR AS DIRECTED BY THE ENGINEER.
4. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT BUSINESSES AT ALL TIMES THROUGHOUT THE CONSTRUCTION AND
DEMOLITION ACTIVITIES. IN THE EVENT THE CONTRACTOR MUST LIMIT ACCESS TO ANY ADJACENT BUSINESS, AT LEAST 48 HOURS
NOTICE SHALL BE GIVEN TO THE ENGINEER AND ALL BUSINESSES AFFECTED. THE ACCESS LIMITATION MUST NOT EXCEED 4 HOURS
OR AS DIRECTED BY THE ENGINEER.
5. AFTER REMOVAL OF EXISTING CONCRETE BUILDING SLAB, CONTRACTOR SHALL NOTE THAT GRADING AROUND EXISTING PILES AND
PILE CAPS WILL BE REQUIRED.
6. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. ANY DAMAGE INCURRED SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR, AT THE CONTRACTOR'S EXPENSE.
7. CONTRACTOR SHALL MAINTAIN FOD FENCE AND SHALL PERFORM DAILY FOD INSPECTIONS TO ENSURE ALL FOD DUE TO WORK ON
THIS PROJECT IS REMOVED FROM AIRCRAFT OPERATIONS AREA. ADDITIONAL INSPECTIONS MAY BE REQUIRED TO ENSURE A
COMPLETELY FOD FREE ENVIRONMENT OUTSIDE OF THE FOD FENCE PERIMETER AT ALL TIMES. ANY AIRCRAFT DAMAGE AS A
RESULT OF FOD FROM THE 820 BUILDING DEMOLITION SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
CHAIN LINK FABRIC,
TOP RAIL MIN. 2" 0.0. FULL HEIGHT (TYP)
#6 GAGE COATED STEEL
FABRIC BANDS, 14" MAX.
SPACING
GALV. STEEL (TYP)
CHAIN LINK
FABRIC HT.
CONCRETE TRAFFIC BARRIER WITH
FENCE POST INSERTS (TYP)
EXISTING GROUND
BOTTOM RAIL 2" 0.0. 1----10' MAX. (TYP) ---1
GALV. STEEL (TYP)
FOD FENCE DETAIL
NOT TO SCALE
820 BUILDING:
UTILITY PLAN
GEOTEXTILE FABRIC, 4' MIN, HEIGHT
SECURED TO CHAINLINK FENCE (TYP)
LINE POST MIN. 2-3/8"
0.0. GALV. STEEL (TYP)
~
4'MIN.
FABRICHT.
7'MIN.
FENCE HT.
FENCE POST
INSERTS
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CENTURY SQAURE
1501 4TH AVENUE SUITE
SEATTLE, WA 981{)1
PHONE: (206) 438-2700
FAX: (206) 438-2699
1400
NORTH
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
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BLAST WALL:
UTILITIES PLAN
FEB 32014
err v Of ~Nrof\i
PLANNING DIVISION
SHEET NO.:
TBD
IrsS<C~AULE~:------::-:~~----------TDtmE:--------------------------~1 II' AS SHOWN DATE:
UTILITIES PLAN
SECURITY
FENCE
CENTURY SOAURE
1501 4TH AVENUE, SUITE 1400
SEATTLE, WA 98101
PHONE: (206) 438-2700
FAX: (206) 438-2699
BLAST WALL ~
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
FLOW ART ON LANDSIDE
OF BLAST WALL
AC
JC
JM
AC
BLAST WALL LANDSIDE PROFILE 1
SCALE: NONE A1.01
REVISION REV SION
No. DATE DESCRIPTION
Ir---+---~-------------------
---I---~ ------RENTON MUNICIPAL AIRPORT
CLAYTON SCOTT FIELD
RENTON, WASHINGTON
PROJECT TITLE:
SHEET TITLE:
SCALE:
------~---~.~ ~~----~--------~----
RUNWAY BLAST WALL REPLACEMENT
AS SHOWN
BLAST WALL
LANDSIDE PROFILES
DATE:
TSD
NOTES:
SECURITY
FENCE
1. FOR BLAST WALL CONSTRUCTION
DETAILS, SEE SHEET C5.01
BLAST VVALL:
ARCHITECTURAL
ELEVATION
FAA AlP NO.:
COR PROJECT NO.:
SHEET NO.:
.. •
.. ' ..
--', :. ... -. ',,-
.',-' .
MATCH EXISTING GRADE.
SEE CIVIL GRADING PLANS.
Macleod
Reckard PLLC
83 Columbia Street, Suite 306
Seattle, Washington 98104
206-323-7919
FAX 323-9242
CENTURY SQAURE
!, -"
1501 4TH AVENUE, SUITE 1400
SEATTLE, WA 98101
PHONE: (206) 438-2700
FAX: (206) 438-2699
;' "
,.J
-'--/
--------
DESIGNED: JK
DRAWN: 8M
CHECKED: JK
APPROVED:
,
r~-----~--------.,-______ ~--
" "'.........-
I
(
.... --,
STArE OF
WASHINGroN
LICENSED
LA~IDSCr~PE AIlGHI fEe!
CONNIE RECKORD
.'
·~IRfl(·I'·'r \AI" f", , ',,' K \J v I-\Y
REVISION REVISION
No. DATE DESCRIPTION
---I~--+-------------------------~II
LICENSE NO. 418 II-----t-----I--------------------II
EXPIRES ON 412512014
--I----+---~------------------
I
I
I
I
t--CENTERLINE OF BLAST WALL
\ '
I
\
i
,
\ COLLECTOR CLEANOUT
, I
NOTES
'I. SEE AREA ENLARGEMENTS, SHEETS L1.02 AND L1.03 FOR
DETAILED PLANTING PLAN
2. SEE SHEET L3.01 & L3.02 FOR IRRIGATION PLANS
3. SEE CIVIL DRAWINGS fOR STORM DRAINAGE AND GRADING PLANS
4, ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER
IMPROVEMENTS SHALL BE HYDROSEEDED PER SPECIFICATIONS
5. ADJUST CB RIM ELEVS. TO FINISH GRADE PER CIVIL DRAWINGS.
RENTON MUNICIPAL AIRPORT
CLAYTON SCOTT fiELD
RENTON, WASHINGTON
rh-"",,-lUNDERDRAINAGE LATERAL
185 LF 4" cpp
MATCH EXISTING GRADE.
SEE CIVIL GRADING PLANS.
LEGEND
I .
I PLANT BED
LAWN/HYDROSEEDING
LAWN/HYDROSEEDING w/ BULB PLANTING
PROJECT TITLE:
RUNWAY BLAST WALL REPLACEMENT
------1
B-'L:--A:C-=:S:-=::T:-::-:W:-::-:A--::-L~L:--'
LANDSCAPE
PLAN
o 10 30 50
~
SCALE IN FEET
RECEIVED
FEB ,32014
CITY Of RENTON
PlANNING DIVISION
FAA AlP NO.:
COR PROJECT NO.:
IrS~HmEEM_T~T~IT~LE~:----------------------------------------------i1
UNDERDRAINAGE and PLANTING PLAN SHEET NO.:
AS SHOWN
DATE:
JANUARY 27, 2014 L 1.01 SCALE:
l
I)
)
U'"I,,' ,
t
i
I
-----------._.-
PLANT SCHEDULE
SYMBOL BOTANICAL NAME I COMMON NAME
TREES
Stewartia pseudocarnellia/ ~---I Japanese Stewartia
8
8
@
®
()
o
8 o
®
SHRUBS
Cistus x hybridus/
White Rockrose
Comus mas/
Cornelian Cherry
Comus serica 'Kelseyi'!
Dwarf Red· Twig Dogwood
Daphne x burkwoodil 'Carol Mackie'/
Carol Mackie Daphne
Hamemelis K il\!errnedia 'Diane'/
Chinese Witch Hazel
Hebe buxifolia!
Bo.leal Hebe
Hebe 'Pattys Purple'/
Patty. Purple Hebe
Hydrangea macrophylla 'Nikko Blue'/
Nikko Blue Hydrangea
Hydrangea querdfolia 'Pee Wee'!
Pee Wee Oakleaf Hydrangea
Magnolia steliata/
Star Magnolia
Osmanthus burkwoodii/
Burkwoodii Osmanthus
Pieris japonicum 'Valley Fire'/
Valley Fire L1IV-ol-the-Valley Shrub
Salix pLlfpurea 'Gracillis'/
Dwa.; Purple Osier
Spiraea jallonica 'Anthony Waterer'/
Anthony Waterer Spiraea
Spiraea japonica 'Goldflame'/
Goldflame Spiraea
Spiraea japonica 'Limemound'/
Umernound Spirea
Vacdnium ovatum/
Evergreen Huckleberry
Viburnum carlesil/
Koreiln Spice Viburnu m
Viburnum linus 'Spring Bouquet'/
Spring Bouquet lauristinu5
Macleod
Reckard PLLC
63 Columbia S1Iaet, Sui!. 3()6
Saatlle, Washillglon 9Il1!l4
2Ofi.32;}.7919
FAX 32;}'9242
CENTURY SOAURE
IlESIGNEO:
DRAWN:
1501 4TH AVENUE, SUITE 1400 CHECKED:
SEATTLE, WII 98101
PHONE: (206) 438-2700
FAX: (206) 438-2699 APPROVED:
JK
SIZE
11/2" cal. 3
2 gal.
48" ht./
2 gal.
2 gal.
2 gal.
48" ht.1
2 gal.
18" ht.!
1 gal.
2 gal.
2 gal.
1B" hl./
19
2
15
B
17
26
15
1 gal. 26
40" ht./
2 gal. 5
30" hI.!
2 gal. 17
40" ht.}
2 gal. 3
24" hI.!
2 gal. 33
2 gal.
2 gal.
2 gal.
30" hl./
2 gal.
HI" hl./
1 gal.
lB" ht/
1 gal.
... P"
12
42
23
31
16
107
OlY. REMARKS
B&B or cont., symmetrical, single stem, specimen
quality, branched to 3' min., locations as shown.
B&B or cont., full & symmetrical, well rooted, 4' o.c.
B&B or cant., full 8. svmmetrlcal, well rooted, localion
as shown.
B&B or cont., full & symmetrical, well rooted, 2' o.C.
B&B or cont., lull & symmetrical, well rooled, 3' o.c,
£l8.B or cont., full & symmetrical, well rooted, locations
as shown.
B&B or con!., full & svmmetrical, well rooted, 3' O.c,
a&B or cont., full 8. symmetrical, well rooted, 2' O.C.
B&B or cant., full & symmetrical, well rooted, 4' O.c.
B&B or conI., full & symmetrical, well rooted, 3' o.c.
B&B or conI., full 8. symmetrical, well rooted, locations
as shown.
88tH or cont., full 8. symmetrical, well rooled, 4' o.c.
B80a or cant., full & symmetrical, well rooted, locations
as shown.
B&B or cont., full 1& symmetrical, well rooled, 4' o.C.
8&B or cont., full 8. symmetrical, well rooted, 3' O.c.
B&B or cont., full & symmetrical, well rooted, 2' o.c.
B&B or cont, full 8. svmmetrical, well rooted, 3' O.c.
B&!\ or cont., full & symmetrical, well rooted, 3' D.C.
B&B or cant., full & symmetrical, well rooted, 4' c.c.
Slits Of cont., full 8. symmetrical, well rooted, Ij' o.c.
3TAIEOf
'h~IiGTOtj
WCENSiD
~pt AA"tlillECl
CONNIE RECKORO
LiCEmE'10 "m E);p,an ou J.~J.,1
"Y tm"'"
SYMBOL
NO
SYMBOL
NO
SYMBOL
Q)
@
CD
o
@
@
®
®
DESCRIPTION
BOTANICAL NAME I COMMON NAME
GROUNDCOVERS
Ajuga reptans 'Catlin's Giant'l
Catlin's Gian! Carpet Bugle
Fragaria 'Pink Panda'/
Pink Panda Ornamental Strawberry
Urlope muscari/
Big Blue Lily Turf
lysimachia nummulari. 'Aurea'/
Golden Creeping Jenny
GRASSES
Carex elata 'Aurea'i
Bowles Golden Sedge
Helictotrichon 5ernper~irens(
Blue Oat Grass
Imllcrata cylindrica 'Red Bamn'/
Japanese Blood Grass
Miscanthus sinensu5 'Morning Ught'l
Maiden Grass
Pennisetum alopecuroides 'Hameln'/
Harneln fountain Grass
Pennisetum alopecuroides 'Moudry'/
Moudry Fountain Grass
HYDROSEEDED lAWN
PERENNIALS
Acanthus mollis 'Latifolius'/
Bear', Breech
Echinacea purpurea 'Magnus'/
Coneflower
Echinops 'Taplow Blue'/
Globe Thistle
Geranium cinereum 'Ballerjna'l
Ballerina Cranesbill
Geranium 'Jonosons Blue'l
Johnsons Blue Cranesbill
Geranium x cantabrigiense '8iokovo'/
Blokovo Cranesvill
Helenium 'Butterpat'}
Bulterpat Sneeze weed
HelieborLls odentali;'/
Lenten Rose
Lavandula angustifolia 'Hidco!e'}
Hideote Lavender
Perovskia 'Blue Spire'/
Russian Sage
Phormium tena. 'Purpureum'/
New Zealand Flax
Rudbeckia (ulgid. 'Goldsturm'/
Golds!urm Rudbeckia
SIZE
I)" POt5
4" pOlS
4" pots
1 gal.
lllal.
1 gal.
:2 gal.
1 gal.
1 gal.
NA
1 gal.
1 gal.
lilai.
1 gat
1 gal.
1 gal.
1 gal.
1 gal.
Iga!.
1 gal.
2 gal.
1 gal.
Oly. REMARKS
1,927
1,104
418
56
81
26
113
28
38
Well rooted, well developed crown, min. 3 funners , B"
o.c, max. lriang. spacing.
Well rooted, well developed crown, min. :'I runners,
12" o.c. max. Iriang. spacing.
Well rooted, well developed crown, 12" o.c. max.
triang. spacing.
Well rooted, well developed crown, 111" o,c. max.
!rlang. spacing.
Well rooted, well developed lap growth, 18" O.c.
Well rooted, well developed top growth, 2-1/2' o.c.
Well rooted, well developed top growth, 12" o.c.
Well rooted, well developed top growth, 4' o.C.
Well rooted, well developed top growth, 2 1/2' o.c.
7 Well rooted, well developed lop growth, 2 1/2' o.c.
4,075 SY See specifications
15 Well rooted, well developed crown, 24" o,c.
32 Well rooted, well developed crown, 24" O.c.
28 Well rooted, well developed crown, 11l" o.C.
132 Well rooted, well developed crown, 12" O.C.
56 Well rooted, well developed crown, 18" D.C.
61 Well rooted, WEll developed crown, 18" D.C.
25 Well rooted, well developed crown, 24" O.C.
30 Well rooted, well developed crown, 18" o.c.
49 Well rooted, well developed crown, 18" o.c.
23 Well rooted, well developed crown, 30" o.c.
3 Well rooted, well developed crown, 4 1/2' O.c.
56 Well rooted. vmll developed crown, 18" O.C.
RENTON MUNICIPAL AIRPORT
CLAYTON SCOTT FIELD
RENTON, WASHINGTON
--
SYMBOL
®
®
BOTANICAL NAME / COMMON NAME
Sedum spectable 'Autumn Joy'l
Autumn Joy Stonecrop
Teucrium chamaedrys/
Germander
BULBS, RHIZOMES, TUBERS & CORMS
Allium giganteum/
Giant Allium
Cro(Osmia 'Lucifer'/
Montbre!ia
SIZE QTY, REMARKS
lila!. 92 Well rooted, well developed crown, lB" O.c.
1 gal. 22 Well rooted, well developed crown, 18" O.t.
1 gal. 33 Well rooted, well developed crown, lB" O.c.
1 gal. 20 Well rooted, well developed crown, 24" o.c.
NO
SYMBOL
Crocus korolkowil/
Yellow late winter Crocus bulb 3,500 iocate in lawn as directed and as shown per plan.
e
Hemerocallis 'Midnight Magic"
Midnight Magic Oavlily
Hemerocallis 'Slelia d' Oro'}
Davlily (Vellow)
Iris ensat.}
Purple Japanese Iris
1 gal. 49 Well rooted. well developed crown, 18" O.c.
1 gal. 86 Well rooted, well developed crown, 1£1" O.c.
19a1. Well rooted, well developed crown, 18" o.c.
NO
SYMBOL
Narcisslls bulbocodium/
Hoop Petticoat Daffodil
top size
bulb 675 Double nose, locate as directed and as shown per plan.
PLANTING NOTES
1. VERIFY LOCATION Of ALL UNDERGROUND UTIUTIES PRIOR TO BEGINNING WORK. NOTIFY OW~~ER'S
REPRESENTATIVE OF ANY CONfUCrS,
2, STAKE LOCATIONS Of ALL PLANT BED EDGES fOR APPROVAL PRIOR TO PLANTING. ADJUST LOCATIONS OF
TREES AND SHRUBS IN fiELD AS DIRECTED.
3. PRESERVE AND PROTECT ALL EXISTING VEGETATION TO REMAIN.
4. ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH MINIMUM SIZES AND TYPES IDENTIfiED IN THE PLANT
SCHEDULE, ALL PLANT MATERIAL INCLUDING fERTlUZER TO BE PROVIDED AND INSTALLED PER PLANTING
DETAILS AND SPECIFICATIONS.
5. PRUNE EXISTING VEGETATION AND NEW VEGETATION ONLY AS DIRECTED.
6, SEE IRRIGATION PLANS.
7. ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER IMPROVEMENTS SHALL BE HYDROSEEDED PER SPEC.
B. SEE SPECIFICATIONS rOR LAWN AND PLANT BED PREPARATION.
S. PROVIDE 2" MINIMUM DEPTH Of MULCH IN ALL SHRUB AND GROUNDCOVER PLANT BEDS, AND AS INDICATED
PER PLAN AND SPECIFICATIONS. DO NOT COVER CROWN OF ROOTBALL WITH BARK MULCH.
10. ALL GROUNDCOVERS SHALL BE PLANTED THROUGHOUT PLANT BEDS INCLUDING UNDER LARGE (6'-0" O.C.
SPACING) AND MEDIUM (4'-0· O.C. SPACING) SIZED SHRUBS AND TREES UNLESS OTHERWISE NOTED.
11. TOPSOIL DEPTHS FOR LAWN AND PLANTBED AREAS PER SPEC. TOPSOIL DEPTH AT ALL PLANTBED AREAS SHALL
BE 8" MIN. TOPSOIL DEPTH. TOPSOIL DEPTH AT ALL LAWN AREAS SHALL BE 4" MIN. DEPTH. TILL PER
SPECIFICATIONS. SEE SPECS.
RUNWAY BLAST WALL REPLACEMENT
PLANTING PLAN
SCHEDULE AND NOTES
AS SHOWN JANUARY 27, 2014 ::::: : ::: ::::::: = = =:;: ;: ::
L2.01
. ::::! ::: ;::: : : :::: .. U