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HomeMy WebLinkAboutLUA99-171 - Large Format DETAIL 7 HOSE & WIRE TIES UNDISTURBED GROUND 12” MIN. FOR WOOD SPECIFIED TREE STAKE(S) INSTALL "TREE BOOT” OR ke *ARBORGARD” IN LAWN AREAS. wit = PLANT TREE 1°—2° ” 8 ce TUN el 2°SETTLED DEPTH SPECIFIED MULCH we NURSERY REMOVE BINDING TWINE & TOP = WATERING BASIN a SPECIFIED PLANTING SOIL FERTILIZER TABLETS YP (4-21 GRAM—20—10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6” DEEP, FIRM, NATIVE SOIL MOUND +—— IN HEAVY SOILS, AUGER 8”x6’ DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. | 2x ROOTBALL WIDTH O Tree Planting & Staking Detail REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES 12”MIN. 6” PVC SLEEVE OSE & WIRE TIES SPECIFIED TREE STAKE(S) WATERING BASIN 2” SPECIFIED MULCH LU SPECIFIED PLANTING SOIL FIN. GRADE 18” MIN. FOR REBAR 12” MIN. FOR woos L. 1/2 TREE HT. Pm FERTILIZER TABLETS AHL =— SCARIFY PIT SIDES AS 2 & BOTTOM TI | i F Tl Tl uJ TM wel “! n 1— a) I V | 2X ROOTBALL WIDTH | F h Le ae A ‘ ante Sia Pee, PLANT 1” HIGHER THAN IN NURSERY FINISHED GRADE — TOP 1/3 OF BURLAP 2” SETTLED DEPTH OF / SPECIFIED MULCH = === =| ES [== ==) EENIERIIE = FERTILIZER TABLETS/SPECS at. SIE Sp: fam | Te eae —| | Hl Reso f poe SPECIFIED PLANTING SOIL S =] Fe] = =| =F }=—— FIRM NATIVE SOIL MOUND | 2x Rootball Width | [ i OR AS SHOWN ON DRAWING R| EDGE OF PAVING OR PLANTING BED __/ Shrub & Groundcover Spacing Detail 1 CU.FT. PEA GRAVEL SUMP ALL PIPE UNDER PAVING SHALL BE SLEEVES. Q.C.—PLACE IN SPECIFIED VALVE BOX (TRIPLE SPECIFIED CONTROL BOX/W EXTENSIONS AS REQUIRED SWING JT. TYP.) SPECIFIED ELECTRIC me SEE DETAILS|A, B AND C | i PLACED IN SPECIFIED FINISH GRADE FIN GRADE REMOTE CONTROL VALVE ——— ' 34 Tee Tr | nT WLLL LL LLIMLLLLL LLL i | i | Z lL plu J) ce = ais ‘ - — / s| —lllF ' ae _ £ [7—PVC LATERAL . 12)MIN i 1-— 3” SAND OR ROCK q \ FREE SOIL AROUND GALV. NIPPLE 7 ALL PIPE & ELBOW rs = PVC SCH. 40 MAIN LINE. 2 TAPE WIRES TO, BOTTOM a BUSHING ) LATERAL a SIDE AT 10’ OC, So mE IF REQUIRED * alae PVC eis Gee | UNION 6” MIN GCALV. L 1871 MIN . . PVC TEE OR fe} Woe NX Trench Section Detail ELBOW Ronee BO Bo 8 7 SCH. 40 PVC 6 C8 OS exe) oO CONTROL WIRES/PROVIDE 24” MAIN LINE 2 SZ. . fe) MIN. COIL. PROVIDE 1 SPARE 2B >. 5/8"GRAVEL SUMP OF A DIFFERENT COLOR W/24” | i f & Fg | a | = lll STM 10 MIL BLACK PLASTIC SPECIFIED PIPE BEDDING SPECIFIED AUTOMATIC DRAIN VALVE (3CU.FT.) Electric Remote Control Valve Detail COIL. 2”MIN. PVC SLEEVE W/LOCKING CAP. SET FLUSH W/ GRADE FINISH GRADE - 18” MIN. Automatic Drain Valve Detail REMOVE BINDING MATERIAL / & TOP 1/3 OF BURLAP FIRM NATIVE SOIL MOUND 3/4” GALV. STREET ELBOW 3 CU.FT. DRAIN ROCK SUMP 4”x16” Pressure Treated a 4! Hem. Fir—Top shall have 1”- 45° bevel y. Battery operated controller. tT Owner to approve—mount to 12" ” wood beam. | — | Pas ae eae le’ «4s 1at Concrete Base L rae cael Ws Controller Mounting Detail FRONT ELEVATION jie Url mf | cee ff ee | me 10 MIL BLACK PLASTIC PVC SCH. 40 MAIN LINE PVC TEE OR ELBOW BUSHING 3/4°GALV. NIPPLE 3/4” GALV. ELBOW 3/4°X6”" GALV. NIPPLE Manual Drain Valve Detail SEE DETAIL ’A’ — 8’-0’ Max, —————— 3 $ Outside _y <Inside > ts) ba LH L a : i So \ : Fe I —4 /2” spacing ed te z ~ 44"x6”orl”x4” cedar boards a 2 a 1°x4” Edge Cedar (outside) | i 2°x4” Edge Cedar (Inside) LL SEE_DETAIL _’B’ — — . + . 3 ; . | —— 2”x4” Cedar on edge ¢ 45 rd ‘ee 7 _—4”x4” Pressure Treated T neato /-__ 1x4” Cedar on edge Cedar Post bre —— | 9"%4” Cedar Top Rail a J TT A____2”x4” Cedar on edge a. ta dl - GROURG I 1”x4” Cedar on edge *, TY | | | < eo) 4 teeta’ 1”°x6” or 1°x4” Cedar boards * he ae Ey] baer 1” Gap on_top and bottom if x, a Oe 4"x4” Cedar Post using 5 boards [i4L. (Encase w/Conc. DETAIL ’A’ 1”—3” Washed Rock Base Standard Cedar Fence STAIN: Rodda—Rural Manor (1/2 cedar, 1/2 clear) semi—transparent SET HEAD FLUSH W/FIN. GRADE SPECIFIED 0g or ROTOR POPs & — 1/2 C.F. PEA RO iy ©. GRAVEL SUMP 19"|MIN. be Fe.c80) 9680 %° FR] [ees TRIPLE SWING 7° Tate ll TT8, SCH. 80 PVC RISER ASSEMBLY NIPPLE—8”MIN. NOT TO EXCEED PVC LATERAL 45 DEGREE < —— 3_MARLEX STREET ELLS Rotor Pop Up Assembly Detail PLANT MATERIALS LIST Symbol Quantity Botanical Name Common Name Size Trees “aha ol EFTS, 26, FOR, PLANTING, PLANS ARA SO Acer rubrum Armstrong Armstrong EGE Réd Maple cat Hatched FP 17 Fraxinus Patmore Patmore Ash 2”cal matched SG aD Sequoiadendron giganteum Sequoia 10’-12’ full dense Shrubs & Groundcover HH 510 Hedera helix English lvy . 1gal 3’oc SGF 17 Spirea Gold Flame Gold Flame Bumalda Spirea 21”full dense Salal 85 Gaultheria shallon Salal lgal @ 2.5 0c 1. ALL PLANTS TO BE HEALTHY, DISEASE FREE, UNIFORMLY FULL IN SHAPE AND COMPLY WITH AAN STANDARDS FOR GRADING OF NURSERY STOCK 2. DELIVER PLANTS WITH PLANT TAGS ATTACHED. 3 PLANTING AND SOIL FOR MOUNDING TO BE ON-SITE SOIL. AMEND WITH GARDEN COMPOST IF NECESSARY TO PRODUCE A GOOD FRIABLE SOIL. BLEND TO BE 35% COMPOST, 65% ON SITE SOIL. 4. LAWN SOIL BASE SHALL BE SMOOTH GRADED FREE FROM ROCKS AND FOREIGN MATTER. TOP WITH 2” SEED BED SOIL BLEND IF NECESSARY. 5 LAWN TO BE COMMERCIAL, LOCALLY GROWN SOD OR HYDROSEEDED WITH A 3 WAY BLEND OF 100% PER4ENNIAL RYEGRASS. SEEDING RATE-12 POUNDS PER 1000 SF. 1800POUNDS PER ACRE OF MULCH, FERTILIZER 435#0F 10-20-20 & 150# OF SULFUR COATED UREA. 40# OF TACKIFIER. Irrigation Schedule (SEE SHEETS 2—6 FOR IRRIGATION PLANS) IRRIGATION METER— Existing 3/4” meter DOUBLE CHECK VALVE-—Existing 3/4” Double Check Valve i-—— POINT OF CONNECTION cl IRRIGATION CONTROLLER— Battery Operated—owner to specifiy a, ELECTRIC REMOTE CONTROL VALVE—RAINBIRD 100 PEB(1”) VALVE _IDENTIFICATION—No. & Size gallons per min. IRRIGATION HEADS M@ RAINBIRD 15 Series MPR—15H half head, 1.85 Gpm, 35psi, 15’ spacing @ RAINBIRD 15 Series MPR-15Q—1/4 head, .92 Gpm, 35psi, 15’ spacing A RAINBIRD T—40—4.0—,5.2gpm,45psi,40° “spacing VW RAINBIRD T—40—2.0—,2.6 gpm,45psi,40 spacing O RAINBIRD T-22—-4.0-,3.7gpm,45psi, 22’ spacing © RAINBIRD T—22—2.0—,1.8gpm,45psi, 22’ spacing BD RAINBIRD T—22-1.0—,1.0gpm,45psi, 22’ spacing NOTE:—Lawn risers to be 4”, shrub risers—12” IRRIGATION SLEEVE Schedule 40 PVC IRRIGATION MAIN LINE Schedule 40 PVC IRRIGATION LATERAL LINE Class 200 PVC Irrigation Notes POINT OF CONNECTION IS AN EXISTING 3/4” METER & DCV. ALL SPRAY ZONES SHALL HAVE A MINIMUM OPERATING PRESSURE OF 45 PSI. VERIFY 30GPM AT 55 PSI AT THE POINT OF CONNECTION. COMPLY WITH ALL STATE AND CITY OF SEATAC CODES. PIPE AND VALVE LOCATIONS ARE AT TIMES DIAGRAMATIC. STAKE ALL ELEMENTS PRIOR TO TRENCHING. NOTIFY LA IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS. 5. GENERAL CONTRACTOR SHALL INSTALL SLEEVES WHERE PIPES EXTEND UNDER PAVING. DEPTH SHALL BE AT SPECIFIED PIPE DEPTH. 6. ALL HEADS SHALL HAVE CHECK VALVES. WHEN COMPLETE THE SYSTEM SHALL BE LEAK FREE, PROVIDE 100% BALANCED SPRAY COVERAGE AND BE IN PERFECT WORKING ORDER IN EVERY RESPECT. 1. 2 3. 4, a / KEY MAP Ge \14/sHEET NO. \ Y y fo < \ i Date By Revisions: No. Description Designed By: DR Drawn By: DR pe Architecture Site Planning OLYMPIC OFFICE CENTER 720 So. 333rd St. Suite 204 Federal Way, WA. 98003 Tele/Fax (253) 874-2064 Landsca Mr 7 a] Cc as) ae . VI - Le w Oo Se §5 we 2e OF Bo -4% Te? 28 > s Brew ~ > 6 a= LJ& > Cyt So 2) . 2 2 <[_o O% O I> & i?) oO “OO C% § Job No. Dwg. No. | Date: DEC. 3, 1999 Sheet: APPROVALS DATE L106 TP-94-1F Mound to center of bed-4:1 (Max) (LAWN TO BE FLUSH WITH TOP OF CURB) Fence see detail-sht. Lt— ww uv oe POINT OF CONNECTION 3/4°METER & DCV 3) Irrigation Plan TRACT A Landscape Plan 9-ARA 4-SG > s 1 ” ” . Say /3 1 \ J > | 7 3/4" POINT OF CONNECTION /) \ 3/4°METER & DCV 1” M4 | _ / VA ‘ 1 9 i \ a 3/4" 1 3/4 \ j 3/47 , - Dd 3/# SLU ~ 3/4 lan = © C TRACT A Irrigation Plan heads. NOTE: The irrigation layout reflects the final design after the sales trailer is removed. Temporarily cap any heads which spray into trailer or install Part Circle Cr*O, oy On eB) 00 . oF = Og84 > oD) co Oecd 1S) ae iS... OD & LD 9 Ole Sess — ~. COD see = Ages StH OoXve Revisions: = No. Description Date By Designed By: DR Drawn By: DR. {UI 7 2) as) A. - VW SS [Pe W oO D fo ¢ —s we OF GS 44% Te? 6O _ | is ca 1B = cis ts ot: bs C . B OF oe w ~ £3 O&O <-o OF i) > oF OQ _12 YS W O a C% § "y , Job No. Dwg. No. Date: _Dec. 3, 1999 Sheet: | dof 6 | | pV -1 FI