landscape plan - seattle
TRANSCRIPT
| | | ^ 0’ 2.5’ 5’ N
N88°43'02"W
6' WOOD PRIVACY FENCE
PROTECT EXISTINGDOGWOOD
42" SECURITYRAIL FENCE
EX. SLAB
GROUNDCOVERS
STORM DRAIN
PP
+16.25
±20.82
252627
28
22
PUMP STATIONFLOW METER AND
BYPASS VAULT
22
21 12 151520
STAIRWELL ACCESS HATCH
AIR EXHAUST VAULT
ACCESS HATCH
ADA RAMP
STREET END SIGN& NO BEACH
ACCESS SIGN ON
PROTECT EXISTINGROCKERY DURINGCONSTRUCTION
42" SECURITYRAIL FENCEON EXISTINGRETAININGWALL
42" SECURITY RAILFENCE ON 4'RETAINING WALL
6' MIN. HT. ARBORVITAE @ 6' O.C. ONPRIVATE PROPERTY FOR SCREENING
ANTI-SLEEPINGBENCH
PRIVATEPROPERTY SIGN
SIGNSERVICE ACCESS GATE W/
NO BEACH ACCESS SIGNSERVICE STAIRS
42" SECURITYRAIL FENCE
ACCESS GATE
GENERATOR
FUEL STORAGETANK
6' FINISHED HEIGHT WOODSECURITY FENCE ON CONCRETE
RETAINING WALL
WEST CRAMER STREET + 20.82
2324
252627
REMOVEABLEBOLLARDS
BACKFLOWPREVENTION DEVICE
16 15
17
20
18
19
21
22
20.37 +
PRIVATEPROPERTY SIGN
ACCESS SIGN ONMETAL FENCE
ODORCONTROL
scale 1/4" = 1' - 0"Pump Station 22 Landscape Plan1
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LANDSCAPE PLAN
LANDSCAPE PERSPECTIVE
”
”
14432 SE Eastgate Way
Bellevue, WA 98007
Tel: (425) 519-8300
Suite 100
111 west john street suite 306seattle washington 98119206 323 6032
www.kk-la.com
Karen KiestLandscape Architects
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*776-474-72*
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SIGN
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PLANTING BED ON PRIVATE PROPERTY
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RESTORATION, SEE CIVIL
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W CRAMER ST
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RIGHT-OF-WAY LINE
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RIGHT-OF-WAY LINE
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EX. TREE TO REMAIN
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FENCE PER CIVIL
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ODOR CONTROL SYSTEM
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GENERATOR
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FUEL STORAGE TANK
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ELECTRICAL SERVICE EQUIPMENT
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BPD
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BOLLARDS PER CIVIL
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BENCH, VERIFY CLEARANCES MEET ADA
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GUARDRAIL AND WALL, SEE CIVIL AND STRUCTURAL
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ADA RAMP PER CIVIL
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ACCESS GATE PER CIVIL
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PLANTING SCHEDULE
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SYMBOL
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BOTANICAL NAME
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COMMON NAME
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SIZE
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CONDITION
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SPACING
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REMARKS
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VACCINIUM OVATUM
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EVERGREEN HUCKLEBERRY
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5 GAL.
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CONT.
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30" O.C.
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THUJA OCCIDENTALIS 'SMARAGD'
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EVERGREEN ARBORVITAEARBORVITAE
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6' HT MIN.
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B&B
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6' O.C.
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30% FRAGARIA CHILOENSIS
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BEACH STRAWBERRY
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1 GAL.
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CONT.
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18" O.C.
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TRIANG. SPACING
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10% GAULTHERIA SHALLON
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SALAL
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1 GAL.
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CONT.
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18" O.C.
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TRIANG. SPACING
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30% MAHONIA REPENS
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CREEPING OREGON GRAPE
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1 GAL.
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CONT.
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18" O.C.
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TRIANG. SPACING
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30% POLYSTICHUM MUNITUM
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SWORD FERN
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1 GAL.
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CONT.
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18" O.C.
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TRIANG. SPACING
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RESTORATION PLANTING PER CIVIL
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2"-3" ARBORIST WOOD CHIP MULCH
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3" OF COMPOST INCORPORATED INTO SOIL TO 8" DEPTH
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SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE), AS DETERMINED BY THE ENGINEER
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GRASS: SEED OR SOD
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1 " OF COMPOST 34" OF COMPOST INCORPORATED INTO SOIL TO 8" DEPTH
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SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE), AS DETERMINED BY THE ENGINEER
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NOTES: 1. ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION, ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION, AND NOT COVERED BY BUILDINGS OR PAVEMENT, MUST BE AMENDED WITH COMPOST AS DESCRIBED BELOW. 2. SUBSOIL SHOULD BE SCARIFIED (LOOSENED) 4 INCHES BELOW SUBSOIL SHOULD BE SCARIFIED (LOOSENED) 4 INCHES BELOW AMENDED LAYER, TO PRODUCE 12-INCH DEPTH OF UN-COMPACTED SOIL, EXCEPT WHERE SCARIFICATION WOULD DAMAGE TREE ROOTS OR AS DETERMINED BY THE ENGINEER. 3. COMPOST MUST BE TILLED IN TO 8 INCH DEPTH INTO EXISTING SOIL, COMPOST MUST BE TILLED IN TO 8 INCH DEPTH INTO EXISTING SOIL, OR PLACE 8 INCHES OF COMPOST-AMENDED SOIL, PER SOIL SPECIFICATION. 4. TURF AREAS MUST RECEIVE 1.75 INCHES OF COMPOST TILLED IN TO TURF AREAS MUST RECEIVE 1.75 INCHES OF COMPOST TILLED IN TO 8-INCH DEPTH, OR MAY SUBSTITUTE 8” OF IMPORTED SOIL OF IMPORTED SOIL CONTAINING 20-25% COMPOST BY VOLUME. THEN PLANT GRASS SEED OR SOD PER SPECIFICATION. 5. PLANTING BEDS MUST RECEIVE 3 INCHES OF COMPOST TILLED IN TO PLANTING BEDS MUST RECEIVE 3 INCHES OF COMPOST TILLED IN TO 8-INCH DEPTH, OR MAY SUBSTITUTE 8” OF IMPORTED SOIL OF IMPORTED SOIL CONTAINING 35-40% COMPOST BY VOLUME. MULCH AFTER PLANTING, WITH 2-3 INCHES OF ARBORIST WOOD CHIP MULCH OR APPROVED EQUAL. 6. SETBACKS: TO PREVENT UNEVEN SETTLING, DO NOT COMPOST-AMEND SETBACKS: TO PREVENT UNEVEN SETTLING, DO NOT COMPOST-AMEND SOILS WITHIN 3 FEET OF UTILITY INFRASTRUCTURES (POLES, VAULTS, METERS ETC.). WITHIN ONE FOOT OF PAVEMENT EDGE, CURBS AND SIDEWALKS SOIL SHOULD BE COMPACTED TO APPROXIMATELY 90% PROCTOR TO ENSURE A FIRM SURFACE.
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PLANTING BEDS
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TURF (LAWN) AREAS
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0"
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8"
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12"
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MATERIALS
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BARK MULCH
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BACKLESS 5' BENCH WITH MIDDLE ARM, FAIRWEATHER MODEL PL-1.3, BLACK, ANCHOR BOLT TO CONCRETE PER MANUFACTURER'S INSTRUCTIONS
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CONCRETE PAVING - SEE CIVIL
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SCALE IN FEET
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5
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2.5
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0
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5
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10
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PLANTING NOTES: : 1. CONIFEROUS TREES TO BE LOCATED ON ADJACENT PRIVATE CONIFEROUS TREES TO BE LOCATED ON ADJACENT PRIVATE PROPERTY. COORDINATE WITH THE PROPERTY OWNERS. AMEND SOIL PER DETAILS AND SPECIFICATIONS 2. MULCH SHRUB AND TREE BEDS WITH 3" DARK FIR BARK MULCH.MULCH SHRUB AND TREE BEDS WITH 3" DARK FIR BARK MULCH.
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REV'D
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CHK'D
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MADE
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REVISIONS
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NATURE
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MARK
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DATE
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VAULT SERIAL NO.
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PC
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R/W
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CO
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JOB NO.
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VAULT PLAN NO.
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SHEET
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OF
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SCALE:
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FUND:
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ORDINANCE NO.
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PW NO.
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REVISED AS BUILT
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RECEIVED
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SDOT
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DES.
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REVIEWED:
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INITIALS AND DATE
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CONST.
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PROJ. MGR.
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INITIALS AND DATE
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DESIGNED
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CHECKED
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DRAWN
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CHECKED
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20
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DEPARTMENT OF FINANCE & ADMINISTRATIVE SERVICES
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APPROVED FOR ADVERTISING
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SEATTLE, WASHINGTON
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BY:
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CITY PURCHASING & CONTRACTING SERVICES DIRECTOR
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LIZ ALZEER
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SPECIFICATIONS AND OTHER DOCUMENTS CALLED FOR IN SECTION 0-02.3 OF THE PROJECT MANUAL.
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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SEATTLE STANDARD PLANS AND
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73
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C315071
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125475
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DWF
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2018-064
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PUMP STATION NO. 22 RETROFIT AND FORCE MAIN REPLACEMENT
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20.....
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REVIEWED BY SPU/WATER ENGINEERING
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REVIEWED BY SPU/DRAINAGE
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APPROVED BY SDOT STREET IMPROVEMENT PERMITTING
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20.....
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20.....
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REV'D
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CHK'D
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MADE
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REVISIONS
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NATURE
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MARK
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DATE
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VAULT SERIAL NO.
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PC
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R/W
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CO
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JOB NO.
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VAULT PLAN NO.
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SHEET
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OF
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SCALE:
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FUND:
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ORDINANCE NO.
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PW NO.
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REVISED AS BUILT
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RECEIVED
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SDOT
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DES.
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REVIEWED:
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INITIALS AND DATE
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CONST.
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PROJ. MGR.
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INITIALS AND DATE
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DESIGNED
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CHECKED
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DRAWN
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CHECKED
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20
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DEPARTMENT OF FINANCE & ADMINISTRATIVE SERVICES
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APPROVED FOR ADVERTISING
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SEATTLE, WASHINGTON
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BY:
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CITY PURCHASING & CONTRACTING SERVICES DIRECTOR
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LIZ ALZEER
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SPECIFICATIONS AND OTHER DOCUMENTS CALLED FOR IN SECTION 0-02.3 OF THE PROJECT MANUAL.
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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SEATTLE STANDARD PLANS AND
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L-1
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PUMP STATION PLANTING PLAN
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72
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1"=5'
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KK 12/27/2018
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MH
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KK
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MH 4/8/2019
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37295
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776-474
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%%USOIL AMENDMENT AND DEPTH
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COS STD. DET. 142 SCALE: NTS
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1
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