HomeMy WebLinkAboutCD_4188IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=80'
DEVELOPMENT ENGINEERING
njanders 11/04/2021 JDing 11/04/2021
CURRENT PLANNING
REGIONAL FIRE AUTHORITY
cthomas 11/04/2021
APPROVED SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
D
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=50'
SCALE: 1"=5'
SCALE: 1"=50'
SCALE: 1"=5'
SCALE: 1"=50'
SCALE: 1"=5'
SCALE: 1"=50'
SCALE: 1"=5'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
CB#7
TYPE 2-48" (PRIVATE)
CB#8
TYPE 2-48" (PRIVATE)
CB#9
TYPE 1 (PRIVATE)
CB#10
TYPE 1 (PRIVATE)
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
CB#5
TYPE 1 (PRIVATE)
CB#6
TYPE 2-48" (PRIVATE)
CB#7
TYPE 2-48" (PRIVATE)
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
CB#4
TYPE 1 (PRIVATE)
W/ VANED GRATE
CB#4
TYPE 1 (PRIVATE)
W/ VANED GRATE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
CB#14
TYPE 2-48" (PUBLIC)
CB#13
TYPE 2-48" (PUBLIC)
CB#11
TYPE 1 (PUBLIC)
CB#12
TYPE 2-48" (PUBLIC)
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'
SCALE: 1"=20'
SCALE: 1"=5'
SCALE: 1"=20'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
CB#3
TYPE 2-48" (PRIVATE)
W/ SOLID LOCKING LID
CB#4
TYPE 1 (PRIVATE)
W/ VANED GRATE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=10'
SCALE: 1"=20'
SCALE: 1"=5'
SCALE: 1"=20'
SCALE: 1"=5'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
CB#2
TYPE 1 (PRIVATE)
W/ SOLID LOCKING LID
EX CB#1
EX TYPE 1L
CB#1
TYPE 1 (PUBLIC)
W/ SOLID LOCKING LID
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=5'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=10'
SCALE: 1"=10'
SCALE: 1"=10'
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
DEVELOPMENT ENGINEERING
njanders 11/04/2021
SURFACE WATER UTILITY
JFarah 11/04/2021
SSMH#3
TYPE 1-48"
SSMH#4
TYPE 1-48"
SSMH#6
TYPE 1-48"
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
SSMH#3
TYPE 1-48"
SSMH#2
TYPE 1-48"
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
SSMH#1
TYPE 1-48"
MH6641
EX TYPE 1
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=20'
SCALE: 1"=20'
SCALE: 1"=5'WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
SSMH#6
TYPE 1-48"SSMH#7
TYPE 1-48"
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=10'
SCALE: 1"=20'
SCALE: 1"=5'WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
WWP-27-4188DEVELOPMENT ENGINEERING
njanders 11/04/2021
WASTEWATER UTILITY
JStowell 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
SCALE: 1"=40'
JDing 11/04/2021
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
JDing 11/04/2021
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 21-0003180SUMPTER SHORT PLATPR: 19-00017910/20/2021
SUMPTER SHORT PLAT
JDing 11/04/2021
CURRENT PLANNING
Rh
Rh
Rh
Rh
Rh
Rh
W
Rh
W
W
W
W
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
Vd
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
PP
P
P
Nd
Nd
Nd
NdNd
Nd
NdNdNd
Nd
Nd
NdNdNd
NdNd
Nd
Nd
Nd
Nd
Nd
Nd
Nd
NdNd
Nd
Nd
NdNdNd
Nd
Nd
Nd
NdNd
GsGsGsGsGsGsGsGsGsSaSaSaSaSaGsGsGsGsGsSaSaSaSaSaGsGsGsGsGsGsGsGs
GsGs
Mc Mc Mc Mc Mc Mc Mc Mc Mc Mc Mc Mc Mc Mc Mc McMMMMMMMMMMMMMMMMMM
Mc
Mc
Mc
Mc
Mc
Mc
Mc
Mc
Mc
Mc
Mc
Mc
Mc
McMc
Mc
M
M
M
M
M
M
M
M
M
M
M
M
M
M
Mc McMc
MM
M
SaSaSa
Sa
SaSaSa
Sa
Sa
Sa
SaSa
Sa
Sa
Sa
Sa
SaSa
Sa
Sa
Sa
Sa
Sa
Gs
Gs
Gs
Gs
Gs
Gs
GsGs
Gs
Gs
Sa
MM
Sa Sa
M
Rh
RhRhRhRh
RhRh Rh
W W W
WW
Vd
Vd Vd Vd Vd Vd Vd
NdNdNd Nd Nd NdNdNd NdNdNd Nd NdNdNd NdNdNd NdNd Nd Nd
Nd
Gs
Gs
Gs
M
M
M
M
M
Gs
SaSa
Sa
SaSa
Nd
PNd
NdNd
Mc
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLAT
KIM GREER
5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 18-006619SUMPTER SHORT PLATPR: 19-000091SUMPTER SHORT PLAT
SCALE: 1"=40'
PROTECTION
OF THESE
TREES IS IN
YOUR CARE.
ALTERATION
OR
DISTURBANCE
IS PROHIBITED
BY LAW.
40 47 PR: 19-000179C: 21-0003180DEVELOPMENT ENGINEERING
njanders 11/04/2021 JDing 11/04/2021
CURRENT PLANNING
DECIDUOUS TREES BOTANICAL / COMMON NAME CONT.SIZE WATER USE ORIGIN FOLIAGE QTY
ACER CIRCINATUM / VINE MAPLE B & B 1.5" DBH OR 3" TOTAL MULTI-STEM LOW NATIVE DECIDUOUS 9
NURSERY GROWN, STAKE AND GUY ONE GROWING SEASON.
ACER PALMATUM 'SANGO-KAKU' / SANGO-KAKU JAPANESE MAPLE B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 3
NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON.
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / `AUTUMN BRILLIANCE` SERVICEBERRY B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 3
NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON.
STREET TREES BOTANICAL / COMMON NAME CONT.SIZE WATER USE ORIGIN FOLIAGE QTY
ACER TRUNCATUM X PLATANOIDES 'WARRENRED' TM / PACIFIC SUNSET MAPLE B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 11
NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING
SEASON. SMALL TREE PER RMC 4-4-070.F(2)C, 30' O.C.
CERCIDIPHYLLUM JAPONICUM / KATSURA TREE B & B 1.5" DBH LOW ADAPTIVE DECIDUOUS 10
NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5'. STAKE AND GUY ONE GROWING
SEASON. LARGE TREE PER RMC 4-4-070.F(2)C, 50' O.C.
SHRUBS BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE
CHAMAECYPARIS LAWSONIANA 'WISSEL'S SAGUARO' / WISSEL'S SAGUARO PORT ORFORD CEDAR 2 GAL. MIN.LOW ADAPTIVE EVERGREEN 10
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
GAULTHERIA SHALLON / SALAL 2 GAL.MEDIUM NATIVE EVERGREEN 38
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL.LOW NATIVE EVERGREEN 43
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 2 GAL.LOW NATIVE EVERGREEN 36
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
NANDINA DOMESTICA `COMPACTA` / DWARF HEAVENLY BAMBOO 2 GAL.LOW ADAPTIVE EVERGREEN 62
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
PINUS MUGO `PUMILIO` / MUGO PINE 2 GAL.LOW ADAPTIVE EVERGREEN 23
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
RHODODENDRON X `ANAH KRUSCHKE` / ANAH KRUSCHKE RHODODENDRON 2 GAL.MEDIUM ADAPTIVE EVERGREEN 15
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY 2 GAL.LOW NATIVE DECIDUOUS 41
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
VIBURNUM DAVIDII / DAVID VIBURNUM 2 GAL.LOW ADAPTIVE EVERGREEN 24
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
GROUND COVERS BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE SPACING
ARCTOSTAPHYLOS UVA-URSI `MASSACHUSETTS` / MASSACHUSETTS MANZANITA 1 GAL.LOW NATIVE EVERGREEN 30" o.c.1,440
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
TRIANGULAR SPACING.
RUBUS CALYCINOIDES `EMERALD CARPET` / EMERALD CARPET CREEPING BRAMBLE 1 GAL.LOW ADAPTIVE EVERGREEN 30" o.c.464
FULL AND MATCHING. REMOVE WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
TRIANGULAR SPACING.
W
Gs
M
Mc
Nd
P
Rh
Sa
Vd
PLANT SCHEDULE
DROUGHT-TOLERANT HYDROSEED LAWN 7,755 SF
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLAT
KIM GREER
5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 18-006619SUMPTER SHORT PLATPR: 19-000091SUMPTER SHORT PLAT
41 47 PR: 19-000179C: 21-0003180JDing 11/04/2021
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLAT
KIM GREER
5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLATLUA: 19-000091C: 18-006619SUMPTER SHORT PLATPR: 19-000091SUMPTER SHORT PLAT
42 47 PR: 19-000179C: 21-0003180JDing 11/04/2021
CURRENT PLANNING
ILLUMINATION PLANIL-01IN COMPLIANCE WITH CITY OF RENTON STANDARDSTRO-41-4188
SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLAT
LUA: 19-000091 C: 18-006619SUMPTER SHORT PLAT PR: 19-000091 SUMPTER SHORT PLATTENW
Transportation Planning | Design | Traffic Impact & Operations
11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747
Transportation Engineering NorthWest
Project Contact: Trevin Roletto, P.E.
Phone: 425-250-0583 10-19-2021T-418802ILLUMINATION PLANT-418802PR: 19-000179 C: 21-0003180DEVELOPMENT ENGINEERINGnjanders 11/04/2021TRANSPORTATION OPERATIONCBarnes 11/04/2021
ILLUMINATION PLANIL-02IN COMPLIANCE WITH CITY OF RENTON STANDARDSTRO-41-4188
SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLAT
LUA: 19-000091 C: 18-006619SUMPTER SHORT PLAT PR: 19-000091 SUMPTER SHORT PLATTENW
Transportation Planning | Design | Traffic Impact & Operations
11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747
Transportation Engineering NorthWest
Project Contact: Trevin Roletto, P.E.
Phone: 425-250-0583 10-19-2021T-418803ILLUMINATION PLANT-418803PR: 19-000179 C: 21-0003180DEVELOPMENT ENGINEERINGnjanders 11/04/2021TRANSPORTATION OPERATIONCBarnes 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTRO-41-4188
SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLAT
LUA: 19-000091 C: 18-006619SUMPTER SHORT PLAT PR: 19-000091 SUMPTER SHORT PLATTENW
Transportation Planning | Design | Traffic Impact & Operations
11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747
Transportation Engineering NorthWest
Project Contact: Trevin Roletto, P.E.
Phone: 425-250-0583 10-19-2021ILLUMINATION DETAILSIL-03T-418804ILLUMINATION DETAILT-418804PR: 19-000179 C: 21-0003180DEVELOPMENT ENGINEERINGnjanders 11/04/2021TRANSPORTATION OPERATIONCBarnes 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTRO-41-4188
SUMPTER SHORT PLATKIM GREER5007 E CORAL LANESPOKANE, WA 99223SUMPTER SHORT PLAT
LUA: 19-000091 C: 18-006619SUMPTER SHORT PLAT PR: 19-000091 SUMPTER SHORT PLATTENW
Transportation Planning | Design | Traffic Impact & Operations
11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747
Transportation Engineering NorthWest
Project Contact: Trevin Roletto, P.E.
Phone: 425-250-0583 10-19-2021ILLUMINATION DETAILSIL-04T-418805ILLUMINATION DETAILT-418805PR: 19-000179 C: 21-0003180DEVELOPMENT ENGINEERINGnjanders 11/04/2021TRANSPORTATION OPERATIONCBarnes 11/04/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4188SUMPTER SHORT PLATKIM GREERSUMPTER SHORT PLATLUA: 19-000091C: 18-006619SUMPTER SHORT PLATPR: 19-000091
SSUUMMPPTTEERR SSHHOORRTT PPLLAATT
EarthSolutionsNWLLCEarth Solutions NWLLCGeotechnical Engineering,ConstructionObservation/Testing and Environmental Services
Sheet No.Proj. No.Drwn. ByChecked ByDate3220.0506/21/2021MRSCGHLL1
22"
16"
32"
Outline of
Connecting Loop
FRONT VIEW
6.75"
TOP VIEW
Connecting
Loop
6.75"
4.5"
1.6"
16"
1.25"
3.75"
SIDE VIEW
Poly Fiber Reinforced
1 1/2" fiber (4 lbs./yard)
6,000 psi concrete
Casting Tolerance
NOTES:
1. Installation to be completed in accordance with manufacturer’s
specifications.
2. Do not scale from drawings.
LOCK & LOAD PANEL
NOT - TO - SCALE
LLOOCCKK++LLOOAADD
LLOOCCKK++LLOOAADD
TOP VIEW
SIDE VIEWFRONT
FRONTBACKBACKNOTES:
1. Installation to be completed in accordance with manufacturer’s
specifications.
2. Do not scale from drawings.
LOCK & LOAD COUNTERFORT
NOT - TO - SCALE
REINFORCEMENT BAR
BENDING DETAIL
PICTORIAL VIEW
6"
27"
3"
7.65"
4"
27"
6.75"
20.4"
9080
90
1.6"
4.4"
Finish Gradeat Wall Face
12" (Min.)
Wall Height
H = 8'
(Max.)
TYPICAL WALL SECTION
(GEOGRID)
NOT - TO - SCALE
2.67'
(typ.)
4" Perforated Drainpipe
(On-Grade)
Surround with Clean Rock
Reinforced
Soil
Retained
Soil
4" - 6" Leveling Course
Geogrid Reinforcement
(See Geogrid Schedule)
18" of Well-Compacted
Face Gravel
Geogrid Layer 1
Geogrid Layer 2
6' - 0"
(Max.)Fence
(By Others)
24" (Min.)*
NOTE: Wall Toe cover shall be 24" (Min.)
for 2H:1V Sloping Condition in Front of Wall.
*
NOTE: Geotechnical Engineer
shall evaluate the need for
Supplementary Drainage
behind the Reinforcement
Zone during Construction.
Drainage Blanket
(As Necessary per
Geotechnical Engineer)
1
10
Mirafi 140NFilter Fabric
(If Necessary per
Geotechnical Engineer)
NOTE: Wall Toe Backfill must
be placed during or immediatelyafter wall construction.
2' (Min.)
5' (Min.) Footing Setback
12" (Min.)
Wall Height
H = 4'
(Max.)
GRAVITY WALL CONDITION
TOTAL HEIGHT (H)=4' (MAX.)
NOT - TO - SCALE
4" Perforated Drainpipe(On-Grade)
Surround with Clean Rock
Retained
Soil
4"- 6" Leveling Course
18" of Well-Compacted
Face Gravel
6' - 0"
Max.
Fence(By Others)
NOTE: Geotechnical Engineer shall
evaluate the need for SupplementaryDrainage behind the Reinforcement
Zone during Construction.
Drainage Blanket
(As Necessary per
Geotechnical Engineer)
Structural Fill
or
Competent Cut
1
10
NOTE: Wall Toe Backfill must
be placed during or immediately
after wall construction.
Structural and Traffic Loading Must BeOutside The Zone Of Influence (1H:1V)
GEOGRID SCHEDULE
Wall
Height
(feet)
Layers
1 2 3 4 5 6
4.00
5.33
6.67
8.00
A - - - - -
A A - - - -
A A - - - -
A A A - - -
GEOGRID:A = Miragrid 5XT
Geogrid
Length
(feet)
5.00
6.00
7.00
8.00
# of
Panels
3
4
5
6
DESIGN NOTES
Reference: Barhhausen Consulting Engineers, Inc., Detailed Grading Plan, Sheet 9 of 24
dated June 6, 2021
The following design assumptions were used:
Internal angle of friction for reinforced soil = 32 degrees (design only)
Unit weight of reinforced soil = 125 pcf
Maximum wall height = 8.00 feet (Reinforced)
4.00 feet (Gravity)
Batter of wall = 1H : 10V
Surcharges (Where Applicable) = 2500 plf Footing Strip Load
250 psf Uniform Soil Load
TECHNICAL SPECIFICATIONS FOR MECHANICALLY STABILIZED LOCK & LOAD
RETAINING WALLS
GENERAL
A. The work involves the supply and installation of soil-reinforced retaining walls. The
Concrete Panels and Counterforts will consist of Lock & Load Stone. Counterforts and
Geogrid are the types of soil reinforcement. The work will include, but is not limited to:
A-1 excavation to the grades shown on the civil drawings
A-2 supply and installation of geogrid reinforcement
A-3 supply and installation of drainage fill and piping
A-4 supply and installation of segmental Lock & Load Stones
A-5 supply and installation of retained and reinforced soil fill
B. The walls shall be installed on undisturbed Native Soils or Structural Fill, as
appropriate.
MATERIALS
A. Concrete Panels and Counterforts are locked together to form a “Stone”. The
retaining walls have been designed on the basis of Lock & Load Retaining Wall
“Stones”. “Stones” are to be purchased from a licensed Lock & Load manufacturer.
The Lock & Load trademark on each pallet identifies Lock & Load products.
B. Information on the purchase of Lock & Load products can be obtained through:
LOCK + LOAD Retaining Walls, Ltd.
Telephone: (604) 732-9990
Website: www.lock-load.com
C. Geogrid: Structural geogrid reinforcement shall consist of Miragrid 5XT, or an
alternative as approved by the Geotechnical Engineer.
D. Drainage Fill: Drainage Fill placed around and above the perforated drainage pipe
shall consist of round or angular 3/4-inch to 1-inch “clean” rock.
E. Face Gravel: 3/4-inch to 1-inch clean crushed rock or approved equivalent by the
Geotechnical Engineer.
F. Reinforced and Retained Soil: Suitable granular material approved by the
Geotechnical Engineer.
G. Leveling Course: The Leveling Course shall consist of angular, crushed aggregate with
maximum size of 3/4 inch. The Leveling Course Fill may be single size or may be
well-graded containing a maximum of 5% passing the No. 200 sieve.
EXECUTION
A. Contractor shall excavate to the lines and grades shown on the construction drawings.
The Geotechnical Engineer should observe the excavation prior to the placement of
the leveling material or fill soils.
B. Over-excavation of deleterious soils, rock, and debris shall be replaced with material
meeting the specifications described in Materials Section “F” above. The material shall be
compacted to 95% of ASTM D1557 (Modified Proctor) and shall be at (or slightly above)
the optimum moisture content.
C. The first course of concrete Lock & Load “Stones” shall be placed on the Leveling Course,
and the alignment and level shall be checked.
D. “Stones” shall be placed with the top of the panel level and parallel to the wall face.
The Counterfort Base shall be installed horizontal and perpendicular to the face of the
retaining wall.
E. Geogrid shall be oriented with the highest-strength axis perpendicular to the wall
alignment.
F. Geogrid reinforcement shall be placed at the levels and to the lengths shown on the
drawings and shall begin at the back of the Lock & Load Panels.
G. The geogrid shall be laid horizontally in the direction perpendicular to the face of the
retaining wall. The geogrid shall be pulled taut, free of wrinkles, and anchored prior to
backfill placement on the geogrid.
H. The geogrid reinforcement shall be continuous throughout respective embedment lengths.
Spliced connections between shorter pieces of geogrid are not permitted.
I. The drainage pipe discharge points shall be connected to an approved system.
J. Reinforced and Retained Backfill shall be placed, spread, and compacted in such a
manner that minimizes the development of slack in the geogrid.
K. Reinforced and Retained Backfill shall be placed and compacted in lifts not to
exceed 8 inches where hand-compaction equipment is used and not more than 12 inches
where heavy compaction equipment is used. Compaction should occur over the tail of the
Counterfort prior to areas away from the retaining wall. Hand-operated vibratory plate
compaction equipment (700 lb. to 1,000 lb.) shall be used to compact the face gravel at
wall face.
L. Reinforced and Retained Backfill shall be compacted to 95% of the maximum density
as determined by ASTM D1557 (Modified Proctor) or equivalent. The moisture
content of the backfill material prior to and during compaction shall be uniformly
distributed throughout each layer and shall be at (or slightly above) the optimum moisture
content.
P. At the end of each day of operation, the contractor shall slope the last lift of
reinforced backfill away from the wall units to direct runoff away from the wall face.
The contractor shall not allow surface runoff from adjacent areas to enter the wall
construction site.
M. Hand-operated compaction equipment (700 lb. to 1,000 lb.) shall be used within
26 inches of the front face of the concrete facing.
N. Tracked construction equipment shall not be operated directly upon the geogrid
reinforcement. A minimum fill thickness of 6 inches is required prior to operation of
tracked vehicles over the geogrid.
O. Rubber-tired equipment may pass over the geogrid reinforcement at speeds
less than 10 mph. Sudden braking and sharp turning shall be avoided.
NOTES
1. Wall alignment and heights to be established by
Contractor / Surveyor.
2. Geotechnical Engineer to confirm Keyway stability,
support characteristics, and overall stability prior to
construction.
3. Construction of the wall should occur in conjunction
with installation of utilities within the geogrid
reinforcement zone. The wall should be built to the
grade of the geogrid layer immediately above the
utility alignment. The utility must be installed prior to
placing the first geogrid layer above the utility. After
the utility is installed, the remaining section of the
wall may be constructed as the alignment is
backfilled. Construction as such will help minimize
damages to the geogrid. Maintenance of the utility
alignment must preserve the geogrid, if encountered.
09/13/2021
MSE LOCK & LOAD WALL DESIGN AND NOTES
MSE LOCK & LOAD WALL DESIGN AND NOTES
47 47
R-4188 PR: 19-000179C: 21-0003180