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HomeMy WebLinkAboutLUA89-045- Large Format Le T y ) NE OT H P, a AP E R D E E N AV E N. | | yo" eo" CG" EXTRUDEO CONC. CORA pot SCORED JTS. 10'-O"O 6+, / 2° WEEPHOLES 2/0’ 0.6. | aio" i J AT UPHILL PACK FILL ONLY. 3 ‘eas A Sacer Wea YZ : RADIUS CORNERS | | A PRECAST CONC, WHEE. - SEE GEAL NOTES | FsLies6 AT PARIKING STALL TTA eT, | gh | 2# 4 conr | | wae on 4 B/er s.ope y -! — ay a Wg ‘ potas 5% x CM PEED DALLA | <7 Se i em ieee Na | 00-6, ee % O'e pt AT ee ek Ri POW, - ep, aaa ie f QOD FL wal ee cmt PEM wit hh Off , on a ‘| OD C es Q : q ‘ AN G6 eee ern Vy >) STRUCT. COMPACTION LONTINCOUS LANOSCAPE AREA W/ Q"“BARK MULCH COVER OVER, (2°MIN/ TOPSOIL. SEE 4ANOSAPE PLAN ¢€ SPEC. ‘ \ \ en) INV, /G4O,@ £ @ 32MAN ROCKS INTERLOCKING ~~ (S q ROCKET a COMFACTEP STRUCT. FIL TYPICAL CURB/FA ViING EDGE LO" (NET) A:C: PAVING ONY SEE “VC: 1 FOR A.C, PAVING BG“ COMPACT CRUSH ROCK ON COM PACTER SURDRPASE. ES ER SS 2 aE ee n THICKEN ALL AL_FOGES, ~~ in tet ean tt TYPICAL DETAIL Te ee ~ €)(& c0KG. STOR 1GL4t —, s 's oe Age} AN/TARY SEW yon AP SB oe PLATY | : ¢ ff SPER aR: 75 (él ZONE) | Eloy Boe 20° | i / / eis 20 oe Pees mee Oe he 2o' $2 pee ere Rial F a ar oti a - 4 y > an Paiede’: 0! : Nets ipece < BOGE EX/37 A.C PAVING. | im g oe | ec ES” Cp PRL to t eee a Si aes NY $ J eo” 3 ea tee orice oe _ | ce wae . ts ae . H = rs / | , os : ‘0 3YA.G: MiMiGY, 2 IN dg | ~ G6" CRUSH ROCK ° het | “po. AT ORNEWAY 3 ae (SOD es Sees a ee Se cima? & ROSEN ey <9) 4 ina | : oy i . ; : : a ? S t ; - : / 0 Rt A | a Yh ; ~ | 4 ae! p | YARD LIGHT POLE ) | © Rly ( (42GS& Fre) : ] | | 3 Py NY ry. / PARKING AREA a ‘ N Desc cape ie Pring Se re ~M : 6 Dh BAL PAVING BF : | i " ! o } 6" CRUSHED ROCK steaneeThera re Heme qf | wed of & j ON COMPAS TEMS CONC ‘ 6 a) W ‘o ' ' , ‘ 4 A 1 [PASE (TYPICAL) ws WHEEL al]. SH | 40° PY 6 | TYP oo STOP-TYPR ADD FENCE To As Vv) NS § ere | Se , ‘\" | ; S WN GPO marcHexisre \’ Snare! = | q 3” PAINTEDLUNES, a eyo AT E- PRIVEWAY | Q a g 1 J NUMBERS ¢SYMROL oe G"CONC.A TI | ad ea ae Rg TYR nm CURB-TYR | \ “AN pa ] R ‘ 1} — ra TYP. Q + m A 175. 0 RIM __ Flow contRet 1.11, ‘Saas | Liege womenansOnee\ RPSL AE DEiziaas ee PERFORATE O IPE : wa BR DETENTION. merce ce a JNEILTRATION , “sates FVFE mayne Ao | te Rete ng yt “CRUSH #1 —— 7 a Se | AL seal : : a oS ee 1 ae ot ON ee W/) FILTER. FARIS ce SEE ans SUAS “seca aay i —- aif K. | (9) Y ° oe, ee yee Ont Ser 8 RT | ie | Q ; = Beg ty NR id Wie Se: eae +--+ nig } Cc] | 1 Ke.5 ~s | t™3 2 | é ce PEs fF seat | Cee Paw BLOG ae ETAIN EXISTING x 4 Woop PEN MOD/F ¥~ FOR ENTRY € ‘DRIVEWAY } ‘ | iad! . mee sa) / > Ky te AIOE COME | WALK 6 | 3 2% . . “ph rd Pe - a as 2G baN, y SEE NOT NY») W FIN. FLR=177.0 a aS g ane i} oN QS » 1L=STORY. OFFICE Pao aS 9! Geiger) Pi hol ee ; ps ’ Bar ears cama? . P, Pole. a. re SME 5p SI Si IN Dae. ) | hs if aut 4 9, $ ee " 3 i fog PCED aN GE ae | ss | Q r & l= SXOSEOFF eb ag fp Seereve | ae Se oS, i wee VWAANK ry | a | ®), | 2) | ow ’ { = | ; } eee —+ 17é es ‘LOG } t | ‘J eek. codes cr {ow yy + M o \ + SR E ES | a tl t ti a e n na | : ie en e eS ns e np n Re e t Ab e Re RR RL Ge an an n e i i ee EE NOTES’ fs. SEE SC4LE (S/OH-O”. 3 KRiW \ PRIWG C12 FOR EXISTING LANDSCAPING [TO REMAIN. CY ME 7TH STREET : GENERAL NOTES 1. The General Contractor shall verify locations and” dimension of existing conditions. ro pete | 2. Repetitive features are drawn only once, noted "Typical," and shall be completely provided as if. drawn in full. aoe 3. General Contractor shall verify all dimensions ‘and | r conditions in the building and will be respons ible for the joining of his work to work of others. |— Any required corrections after the fabrication of | materials and equipment shall be made at the — } expense of the Contractor. i ‘4. All work shall conform with applicable codes and regulations. | 5. Place no mains, piping, conduit or obstruction of ~ any kind so as to impair given ceiling heights and clearances unless clearly shown otherwise on the \ drawings. \ Provide continuous dust control at site. } All concrete walks and stoops shall be 4" thick |. concrete with radius tooled edges. Provide score ' lines at 5' o.c. and 3/8" premoulded joints at 15' o.c. Provide 12" min. compacted structural fill under all side walks -- compact to 95% per | spec. ; ; | 8. Grades shall be uniform between finish grades noted on plan. “a n e ND LEGEND | 2: Ereeaxe Denotes property corner Mili. Not in this contract ; LN | Denotes landscaping ‘ : © Denotes number of parking ) i ‘ Se. ie. ee Existing Fence : : 3 Sinn, se 0 Existing Construction : ; —==_ New Construction i # - Denotes Cont. Line Exterior concrete slab/walk “ A.C, paving Concrete curb af He. H.B. Hose Bibb \ oa OL FH. F.H. Fire Hydrant os : ke _ €,B. Catch Basin oe, Ck LIGHT € POLE DIRECTION Ble | eeepc “SIGN — Pe aoe tag ‘ eee, WHEEL STOP, CONG © oes ree Sealer EXISTING CONTOUR, ‘ OM no BASTING aay a Yaar FINISH ELE: (GR4QE) al Shi dN oe Mine NOT TO SCALE : Fs Bs DOWN SPOUT : LEGAL DESCRIPTION : TACT I 5 SV2 OF TRACT @ OF HARRIES 4 GARDEN HONIE TRACTS AS KE CORDEO : IN VOL, 34 OF PLATS PAGE BB,KING |) COUNTY, WA. PARCEL NO-+ age (Ea aaa wore GEORGE KALASOUNTAS OWNER: 70/ SUNSET PALVEN.E. mere | KEN TON, WA, 7JOEOSS a8 BUILDING CORE DATA: ; “< ZONE : Bl } ee OCCUPANCY! B@ OFFICE, 27 OccURANT | TYPE CONSTR: VAS a] LANO AREA + LL@/D ETE ZONE (2057 FI ZONE K/ BUILDING AREA ? GROSS BUILDING = @702 Pr GROSS OCCUPIED = GhoaFrré TOTAL PARKING = /2@ STALLS (4) Con PACT | : | : | SURVEYOR | é JOHN R. EIWING ¢ ASSOCIATES KENT, WA. PHONE! 8326635 | BENCH MIARK : C/TY RENTON - CHISLED SQUARE | AT PACK CONC. WALK, WESTS/0EY OF 28° CONC. DRIVEWAY Tao HOUSE 4 No. G7I&. BOOTH FRE OFF EZ! , | UTH STR, BAST SIDE SUNSET (VOR EL. =1782.82. tet es So cn se a n INCEX OF CRAVINGS PE P E R SS yl aa y + ‘ Ba t FO R D E R Re ot 9 ae Rh y Ba t o n + sh i t se DE 8 ig Ss e Rg C P , =n S— 2 % & SITE PLAN-NOTES -PETAILS £4 On as | KALASOUNTAS.. OFFICE BLILDINVG 3 TOl... SUNSET 2LV0. ALE: RENTON,WA. 7 a | 2yr’ PAUL PANAGAKIS ANO- COMPANY | CONSULTING ENG/NEEAD | 34/ SK/NNER BLOG, SEATTLE , WA, 98/01 CE as LANDOSCAFE GENFRAL NOTES ; hay LANOSCAFPE SCHEDULE x aK - is 1. See C-1 for all- dimensions and specifications section 0280. Ps ; °_— 2. All landscape areas shall be prepared with 1'-0" min. depth topsoil and 2" min. bark : ; . a wy cover. All plants and trees shall be placed in an excavation with dimensions equal to. Bit Nowy at, Py (2) two times the volume of the root ball. Backfill with approved imported soil, fer- PYMT ROL QTY. COND. SIZE BOTANIC NAME SPACING - REMARKS? ~ ible tilized, tamped, and wet down. Use amin. of 3 protected wire guys and adequate stakes °COMMON NAME s : for all trees. All trees and plants shall be placed as shown wi th a min. clear dimen-— ; ; - <3 | sion of 2'-6" from curbs. —_ ; 6 Ags’ B&B 3-3 1/2" Cal.}| Acer Rubrum Pe se Matched Spec. . # |x 16-18' Ht. °Red Maple oa Qty. 5 2 3. LANDSCAPE SPRINKLER SYSTEM: Submit design for approval. All areas must be sprinklered jE 9 =e F : ' ita y and controlled by time clock automatic control valves. The landscape sprinkler system // : 5 Gal | 30-36" Ht. Arbutus Unedo (Compact) 4 1/2-5' . Bushy | 2 shall be coordinated with A.C. paving, etc. SeeC.1 Drwg. for water source. All lines © °Strawberry "Tree" Q.£. Mul ti-Stem shall be self drain, and buried at least 18" from fin. grade. Sprinkler heads shall - OS SIP AS a Oe : . bi Wy anor au be oriented to obtain 100% coverage without spray on building or sidewalk areas. The WD / 2 1/4" Pots| 2 Branch Min. | Hypericum Calycinum ta"... Full, Bushy q sprinkler system must be installed with anti-siphoning devices:and in accordance with ee : BRO °St. Johns Wort Mulch w/1 1/2" "Fertimol ch applicable codes. An "As Built" plan shall be completed and submitted in duplicate. ‘ oY ' = 5 ; y) 5 Gal 24-30" Ht. Photinia Fraseri 4-5' 0.C. Bushy & iy 4, Al\ Landscape and Sprinkler work shall be guaranteed for two years from completion df Ps Fraser's Photinia ' Matched .. eS of ‘installation. Landscape Contractor shall obtain and pay for permits. as required. ‘% : ° % u 3 " 0S Whitn " 5! ga SB Full & eile 5 mare ar eee Spe lo [heme na TE 0 Ps SOIL: 50% Sand & 50% Fertimulch or Growco 8" depth applied evenly é 7 , . & rototil into top 6" of topsoil & sod base. : feo 2 Gal 12-15" Spr. | Viburnum Davidi 2 1/2-3' Full & " NOTES mie °David's Viburnum Q.C. Bushy “*# AMEND/FERTILIZERS: Apply 50# Dolomitic Limestone per 1000 Ft and ee a. SPECIFICAT- 54/1000 Ft2 of 10-20-20 Fert. w/50% of N=Win. on soil. 2 Gal 18" Spr. Juniperus Sabina 2 /9..3* Mul ti-Stem AG Bie Oe ee - . : 10 (Tamariscisolia) GE: . a Berman ION INSTALLATION: S@&& PROV ECT SPE CIAICATION, BOOK . ae ° Juniper Tams 1 : é rN a” 1 Gal 18-20 Hedera Helix Hahns 4" Qc. eee 4, ei ee SOX\ 125 ' °Hahns_ Ivy eae ye “i ks h VYNIPERUS CHIM ENDS oy. A Se | 3 3 -| ss . : cr) 4 CGAL 24 "spread | PFITZER/ANA AUREA ae Wea : ary) B&B ='Ball & Burlap ae are See ee | ° GOLDEN PFITZER VINER] Cal = Caliper f | | A | : ——— | | | | | L VICINITY PLAN | = Od , fé RE DARIAN gg, 0G OER | Efom | 30) ” 4 / | _G fe) : | 3 | eae oP 2 Sisal I A } Zo Rs eee Fe ERM , 15) EXISTING THUYA PYRAMIDAL fy | A ’ - LOGE FX/3; G ‘ ARBORWIATAE OR EQUAL TOREMAIN. al | PROP LINE | Oe REET A ANG Bins WEED ¢ MULCH ALL AKORNLE- | | ‘ | a eos e 3 ES ee bis a i Va) | ey gee 5 \o . ywABoatl- - | ly | : 2 ' /80. S Ree =) X | by A 3"4,0. PAVING ny be yo @ ee " 6" CRUSH ROCK |: ac a: | AT DRIVE WAY s x SY fe Ae LOCATE ie = Si ' \ ; ; ae ‘ ~~ OMY es S41 a / | Yate aia ie M4) GOLDEN vunirER| ™ 3 . + STREET (3) PAPTINA L. (| ‘ AK I< bot 0 ! ee Rae y. ‘ } N RS TT 4 So a | ni | ‘ 4 rama ees |e \ S . ’ : ah ; s Pe aaa / “YARD L/GATr Ne NY) | <1 PAL re PARKING AREA zs Sly | 180 | ay eRe | ae | ae i) ~ 2"AC. PAVING ¢ —>> , | ‘on @ y G*ERUSHED ROCK oe maeaen fod | ee . : (2) COMPAS TELS C Hr oa : i E ' < b [PASE TYPICAL ) es aaa, ‘ - W 3 ! SRR Bee 87 4 . : STOP-TYP ° —— 4) PHOTINA Pe ag | | if QO 3” PAINTEDL/NES, +p ee eee : af S y NUMBERS € SYMPROL — G" CONC. ™ J . Q N j 4 . ~ : eee Ni CURB TAL Ea aN | | pS . “We AN rye Q | pa CP e: cdl | ay, S| \ “HPN, 0 0M a eae “so ti | ie a \ ogee He | ly as Aas aie Spaky 2 sos Nae : | ed) | ‘ x HANDICAP La cs a eae ; sympaoL {Il (PACER RUBRUM S| 2 ~~ CONC, . 1G. 0) | \ — i eee on WW | : ey et * 3 ee “oy | i ; Z eT, a ie 4 - WB S OS Bi 4 e i ff 7) PHOTYNA LK igoamae ama Ld seh a A RETAIN EXISTING Se ee ODF YX FOR ENTRY _HAHNS (VY 8 DRIVEWAY. poet ee — (5) V.TAMS x } y =) PHOTINA / 7 (Kop y¥s 4 FHOTIN « ) bare ee T. Poté. | | ’ | 7 ) | | | ea ce ee aeeea, ! \ : t ' | ! | | . { Peleg AM Nee aks ER | \9 | 4 \ Pauw 5 y 4) AKborus UNEQRO | | REMOVE. EXIST ee | PLOG - SEE SPEC. ae | | l ; \ | ; | \ :, a cs S) Vi [AA1S. | \ = ST VOHN WORT > ‘ tee as | : ae * o | = * |) DAV/O/ eof \ x ae AN PE BU PS | eee REE Srn eme ROE 17% | } ok : ‘W. METER oe QEXISTING Koby{S (Ge Z\ | . t ' | an | | | EZ : cay Seok ee Ve ec V “Vp OP LINES: | os N rq a oon NAS or® : wn 9 G 5 4Q6 | : @ ‘ C2 } ~ y\h \N ) EXISTING MAPLE | (RETAIN) get | LANDSCAPE PLAY SA- 045-9 ez | SCALE = /%/O+~O” 2 , LANOSCAPE FLAN -N/OTES - DET NOTE : Porat TO LRWGC-/ FOR ALL DIWIENZIONS . . ALS. ‘ LIV. #| OE7AILS . j . ATE} ; Ae ye ee | 5.5.89 | KALASOUNTAS OFFICE BLU/LDIIVG | BENTON,WA. Paves i bes 2 a j : (6)(B! GoKIG. STUB ; ¢ R/W by’ Rea yn > # Es i Se seein mune ams tp : LM , ; PAUL PANAGAKIS AND COMPANY . atte | CONSULT /NG ENG/NEERS ; i ; : 2 ERS ! os 18" SANITARY sewer : : 34/ SK/INNER BLOG, SEATTLE, WA, 98/07 ta n ) Li s rt ) a Te oe ee ee e ee e rn ee e oe a i) a a Ba ) cs je t ) ti e Pa s a io n we ee ar e s CEILING LINE TOP OF Fe er ne e m re n e | | ae Bing ec 5 MAN, os EN AI SS BOTTI IRENE PA ee eee ceothanee (ESE 1I2.0OF, COMFUaTION SHINIGLE. COLO - DARK EASTH TONE Se rt Be we. ICS DB... INSULATED Gu. 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