Loading...
HomeMy WebLinkAboutF_Civil_20211025_v3IN 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