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HomeMy WebLinkAboutR-3981510 of E 0 z 0 T 9 3 v 0 / 0 / 0) r_ M O O r M U N 0 a / Y .L 0 L U E D- OD M to i 0 N N 0 a a S 0 a- CIP CONCRETE SIDEWALK — NTS SHRUBS PER PLAN AND SPECIFICATIONS. SPACING PER DETAILS. 3" FINE BARK MULCH — TOP OF MULCH SHALL BE INSTALLED 1 /2" BELOW TOP OF CURB. KEEP MULCH CLEAR OF TRUNK BASE. TOP OF ROOT CROWN 1" ABOVE FINISH GRADE OF TOPSOIL. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. TOPSOIL 'TYPE A' — 30" DEPTH AT CENTER SEE PAVING AND GRADING PLANS SUBGRADE NOTE: TOPSOIL TYPE 'A' SHALL BE INSTALLED IN 6" LIFTS AND COMPACTED TO 85% MAX DENSITY PRIOR TO PLACING NEXT LIFT. Botanic Name Common Name QUAN SIZE NOTES Cedrus deodorus Deodora Cedar 3 5 Gal. Carex testacea New Zealand Sedge 118 1 Gal. Cercis canadensis'Forest Pansy' Forest Pansy Redbud 10 2-1/2" Cal. Grown as street tree at nursery Cornus sericea'Isanti' Isanti Red Osier Dogwood 103 5 Gallon Cornus (kousa x nuttallii) x kousa'KN 30-8' PP16309 Venus Dogwood 13 2-1/2" Cal. Grown as street tree at nursery Molina caerulea Purple Moor Grass 84 1 gallon Pachysandra terminalis Japanese Spurge 2900 1 gallon Prunus laurocerasus'Mt. Vernon' Dwarf Mt. Vernon Laurel 190 2 gallon Spiraeajaponica'Walbuma' Japanese Spirea 170 2 gallon Styraxjaponicus'JFS-D' Snowcone Japanese Snowbell 9 2-1/2" Cal. Grown as street tree at nursery NOTE: ALIGN OR ROTATE TREES TO ENSURE BRANCHES DO NOT EXTEND PAST CURB. CIP CONCRETE SIDEWALK 12" ROOT BARRIER CONTINUOUS LENGTH OR MIN. 15 FEET PAST NEAREST TREE WW w ANCHOR ROOTBALL WITH 3 CABLE ANCHORS ON ALL TREES M A M ROM TREE SPACING PER PLAN v 'r 3" FINE BARK MULCH — TOP OF MULCH d SHALL BE INSTALLED 1 /2" BELOW TOP OF CURB. KEEP MULCH CLEAR OF TRUNK BASE. ROOT CROWN 2" ABOVE FINISH GRADE OF TOPSOIL. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKETS.) TOPSOIL 'TYPE A' — 30" DEPTH AT CENTER COMPACT X TOPSOIL BELOW ROOT BALL TO MINIMIZE SETTLEMENT SIDEWALK PLANTING STRIP TREE PLANTING DETAIL NTS PLACE 3" LAYER OF FINE COMPOST THROUGHOUT — —€ I SIT,- THOROUGHLY TILL COMPOST INTO TOP 6" SUBGRADE STEP 1 VISTURBED AREA RESTORATION-' NTS FINISH GRADE HYDROSEED — STEP 2 SEE PAVING AND GRADING PLANS NOTE: TOPSOIL TYPE 'A' SHALL BE INSTALLED IN 6" LIFTS AND COMPACTED TO 85% MAX DENSITY PRIOR TO PLACING ADDITIONAL TOPSOIL. DO NOT INSTALL BOULDERS VERTICALLY LAY FLAT. +-1/3 BELOW FIN. GRADE NOTE: FINAL PLACEMENT WILL BE FIELD DIRECTED BY ENGINEER. 4—MAN BOULDER INSTALLATION NTS 4-Man Boulders Deleted per CO #03 SURVEYED: JFS DRAWN BY: ACB • , STATE OF CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 9.04 WASHINGTON REGISTERED �_ PROJECT NO. 31796 DESIGN BY: ACB a✓� REGISTERED Public works De artment PEDESTRIAN CONNECTION PROJECT CM-1070(007 v LAND C ARCH TECT P CHECK BY: LBM NanmiGlobalPartner Q ` FED AID NO. CM-1070(007) 10230 NE Points Drive �' v APPROV D FOR CONSTRUCTION LANDSCAPE DETAILS DATE: June. 2013 PROJ MGR: LBM Suite 400 CURTIS LAPI RRE Siddend, Washington 96033 Phone: (425) 822-4448 CERTIFICATE N0. 474 gY: DATE: �/ SHEET NO. 40 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (4z5) 827-9577 www.otak.com