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Home My WebLink AboutR-425023PLANT SCHEDULE w J lY Q r� ao I� N 0 N I2 0 J 00 i 0 U z 0 U) z Q X LLJ tv C I� 00 0 0 0 00 i n Lij � FOR 0 CHICK=FIL=A RENTON � SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. � CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON W PLANT SCHEDULE TREES QTY BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE (D 5 ACER CIRCINATUM / VINE MAPLE B & B 2" DBH OR 3" TOTAL MULTI -STEM LOW NATIVE DECIDUOUS STAKE AND GUY ONE GROWING SEASON. MIN. 3 STEMS 8 CORNUS NUTTALLII / PACIFIC DOGWOOD B & B 2" DBH LOW NATIVE DECIDUOUS NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. 14 PSEUDOTSUGA MENZIESII-FASTIGIATA' / FASTIGIATA DOUGLAS FIR B & B 6' MIN HT LOW NATIVE EVERGREEN FULL AND MATCHING, STAKE AND GUY ONE YEAR 3 ZELKOVA SERRATA 'GREEN VASE' / GREEN VASE JAPANESE ZELKOVA B & B 2" DBH LOW ADAPTIVE DECIDUOUS STAKE AND GUY ONE GROWING SEASON. STREET TREE SHRUBS QTY BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE OO 32 BLECHNUM SPICANT / DEER FERN #2 LOW NATIVE EVERGREEN 36" o.c. 120 MAHONIA AQUIFOLIUM / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY Mn 65 MAHONIA AQUIFOLIUM 'COMPACTA' / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY 0 28 MAHONIA NERVOSA / OREGON GRAPE #2 LOW NATIVE EVERGREEN 42" o.c. FULL AND BUSHY ® 5 MORELLA CALIFORNICA / CALIFORNIA WAX MYRTLE #2 LOW NATIVE EVERGREEN 72" o.c. FULL AND BUSHY Sf 72 POLYSTICHUM MUNITUM / WESTERN SWORD FERN #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY. MIN. 3 FRONDS 45 RIBES SANGUINEUM / RED FLOWERING CURRANT #2 LOW NATIVE DECIDUOUS 48" o.c. FULL AND BUSHY ® 9 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY #2 LOW NATIVE DECIDUOUS 48" o.c. FULL AND BUSHY Vo 37 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY GRASSES QTY BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE OP 21 FESTUCA IDAHOENSIS / IDAHO FESCUE #2 LOW NATIVE DECIDUOUS 24" o.c. FULL TOP GROWTH GROUND COVERS QTY BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE 363 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. LOW NATIVE EVERGREEN 30" o.c. FULL TOP GROWTH, WELL ROOTED ««« ««« 155 GAULTHERIA SHALLON / SALAL 1 GAL. LOW NATIVE EVERGREEN 30" o.c. + + + + + FULL TOP GROWTH, WELL ROOTED NOTES TOTAL SHRUBS AND GRASSES PROPOSED: 434 TOTAL EVERGREEN SHRUBS PROPOSED: 359 82.7% SHRUBS ARE EVERGREEN 100% OF PROPOSED GROUND COVER IS EVERGREEN 0 Know what's below. p Call before you dig. ® Dial 811 Clay pavers add warmth and hospitality to any Indoor or outdoor space. The classic clay paver can be elegant rustic or tradiilonal. A variety of colors, textures and installation patterns make them a highly creative and adaptable paving surface. Mica -Tile is designed for interior and exterior use on horizontal surfaces. Mica -Tile should be laid according to specific application (see details) and are intended for non- vehide applications. Clay Pavers are designed for setting dry on a sand bed where thickness is desired for traffic and physical locking of units. They may be used with either the smooth or wire -cut side as the wearing surface. The net dimensions of 4 x 8 inches permit patterns bonds where mortar joints are not used. The various sizes allow for use in both pedestrian and light vehicle applications. Blinn ■Jo■ • 1 r r_: Units Coverage Weight COYtf:g! Weight Use per Pallet per Pallet per Piece per Pallet 1"Mica•T 4.51 ft2 1,296 288 ft2 21b (48.441 m2) (26.86 m2) (0.9 kg) 2,6421b , (1,19839 kg) 4.5 / ft2 166.7 ft2 3.6 lb 2,750 lb 1 'h" Pave§ 750 (48.44 / m2) (15.48 m2) (1.63 kg) (1,24738 kg) 4.5 / ft2 128 ft2 5.5 lb Pav (48.441 m2) 576 (11.89 m2) (2.49 kg) 3,218lb (1,459.66 kg) 4.5/ft2 128h2 63b "Paver 3,506lb "* 2 (48.441 m2) 576 (11,89 m2) (272 kg) (1590.29 kg) All Weight per Palletnoted above include a 50lb pallet weight. * Designed formortar-set pedestrian applications only. ** Designed formortar-setorsand-se4 pedestrian applications only. *** Designed to besand-set. Maybe used forpedestrian and light vehicular applications. 'PECIFICATIr Mica -Tile is manufactured to industry standard specifications ASTM: C 902-04, Class MX, Type II 1 1/2" Paver Tile is manufactured to industry standard specifications ASTM: C 902-04, Class SX, Type I Roman Clay Pavers are manufactured to industry standard specifications ASTM: C 902-04, Class SX,Type II For more information about available colors, please contact a sales representative or visit www.mutualmaterials.com. Custom colors may be restricted by the size of the order or project. Photographs show the general appearance of color and textures Due to the limitations of photography, the actual product shipped is not guaranteed to I (25.4 mm) exactly duplicate each shade and texture (190 mm) 9 Vi (8Mailshown here. Final color and product selection should be made from actual samples. Product is made with natural materials, so colors may vary. During installation, if random t 1s" H color patterns are I (38 min) desired, we recommend s" t blending products from (zoo mm) (102 mm) multiple pallets or pallet layers to achieve desired results. Product colors and availability subject to change without notice. I2WH (57 mm) s^ t . - (204 mm) (102 mm) IV MAN LLAT VAV LKW tl" L X 4" W X t'18" H s Irrn R.c Vr iil.•rn� IJ T:i�a lna I'ir,neer—:: [xr [try P.rcnfTile Requirements - grout: ANSI Al 18.6, specify type For product information and customer service, tali l-88&MUTUALO(688-8250). -MUTUAL J� sloped slab to provide complete surface - mortar bed bond coat: Portland cement ,Y' T U AL �wna<eee, "w .o V4 drainage slurry. Washin CR �` "� MATERIALS® Mea.re.d aa„a cam - gravel belowbed or other means ofdrainage Auburn Port Orchard Bend Hayden °^�s'•b below slab PreparatlonbyOtherTrades aY o ,,,, provide subsurface drainage Bellevue Spokane Clackamas 0 Trusted Since 1900 - expansion joints are mandatory - drainage complete slab for a com -cover completedtile/paver work and slope P 9 Bellingham Tacoma (Parkland) Durham www.mutualmaterials.com P - a slab to have steel trowel and fine broom a+ _� keep damp for 3-7 days Mukilteo Vancouver, WA Hillsboro Missoula finish with no curing compounds used ' a Materials Olympia (Tumwater) Salem - " (when used, mechanical scarifying is -portland cement: ASTM C-150TypeI necessary). J ----=Ir.aterialsusCLAY PAVERS 5no16www.mumalmateriais.com Recommended Uses sand: ASTM C-144 max. variation in the slab shall not exceed Exterior floors, decks or patios where - water: potable 1/<" in I V-0" from the required plane membrane is not used and where positive - mortar: 1 part portland cement, 4 to 5 Expansion Joint drainage below slab is provided. parts damp sand by volume Architect must specify expansion joints and Limitations - bond coat: portland cement paste on show location and details on drawings. Although this is the best known method of a mortar bed that is still workable, or Installation Specifications installation for a walkway, it is notreliablem dry -set mortar or latex-portlandcementpaver/tile: ANSI Al08.1A,.1Bor.1C areas where the mortar -bed will be subjected mortar on a cured bed rout: ANSI A708.10 to freeze -thaw cycles. 9 PLAZA PAVER DETAILS AND NOTES SCALE: N.T.S 1. SEE ELECTRICAL PLANS FOR PLAZA ILLUMINATION PLAN AND DETAILS. 2. SEE CIVIL SET FOR SPOT ELEVATIONS. 3. PLAZA PAVER SPECIFICATIONS: 3.1. PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE CUTSHEET THIS SHEET. 3.2. PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER MANUFACTURER'S RECOMMENDATIONS. 3.3. PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER COURSE EDGE. SEE DETAILS THIS SHEET. HERRINGBONE PAVER COLOR- MAUNA LOA SOLDIER COURSE (BORDER) PAVER COLOR- INCA 3.4. OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN THE COMPLETED WORK. 3.5. EFFLORESCENSE- PAVER SHALL BE RATED "NOT EFFLORESCED" WHEN TESTED ACCORDING TO ASTM C67. "' ""' ' r" - RESTRAINT IURSE HERRINGBONE PATTERN SOLDIER COURSE EDGE SCALE: N.T.S ®� gtrP\iaN N NDSCA? Ba rg ha usen SURVEYED: RLH SCALE: VERTICAL. NAVD 1988 Consulting Engineers, Inc. — REVISED PER COMMENTS JV 10.13.23 JV DESIGNE[ LP/JV N/A HORIZONTAL: NAD 1983/1991 CITY OF — REVISED PER COMMENTS JV 9.8.23 JV DRAWN: RENTON 18215 72nd Avenue South — PERMIT RESUBMITTAL JV 4.20.23 JV LP /JV SUBMITTAL JV/LP 1.12.23 LRP CHECKED: ONE INCH Kent, WA98032 - LP/Jv AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH , 425.251.6222 barghausen.com . REVISION )ATE A APPROVED: LRP SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING AVanGordonl2/05/2023 yqi 12/05/2023 `1/1 PLANT SCHEDULE 0 D FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 04.20.2023 F1 PAGE: L4 4 9 N T C) C) co N NL_J T N J co C) C) MI W cc ,a