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Home My WebLink AboutLUA00-062 - large format ss ol eh _ CENTERLINE ROW. _SOUTH SEC OND STREET 7 - — OS ot es Ec. Lo / J eh ee tents a ra Zt Fd y Ap / vf 0 fr Se SOUTH SECOND STREET Pid 7 / / C we aD NEW STOP. SIGN / / —_ey mee / rar ® fot = ~ / P _ ns - _ ta FUL | _ — | | ‘ Z Af / = _! a fi < / ; / // f ft / / oe | j / / | 7 f co cS / | : ria, i 8§ / c / or | + al / | L- / ra / > fs / ee QO -7h Abe \ / ~~ Ww / | zl S a) i yy | | Y & c | y ie Ps | i | = ra ra Mu fil Y { ‘ Lt Lv) <x . Ly oo \ Ll | we \ | a a ‘| # se IZ Y) | | a = —_ ae “a — =_ 7 — . 7 7 | # ae 1 ie 5 a a 28 — LIT,’ WENDY'S / JS Vi = yo\eoy FLANT LIST TREE STAKES LL AND S Co APE | AN a. ‘wees name elze/root/epacing/remarks P TYPICAL ALL PLANTS / Acer rubrum 'Scarsen'/Scarlet Sentinel 1-1/2" cal/S' ht. min, BéB, 40' oc. as shown Noe TREE * PLANTING PIT TWO TIMES te ' / - ‘i P , hee F o“ we SCALE: |" = 20 | | - ——— Red Maple clear trunk to 5' ht., Full oe WIRE . cae A Tiananer AND \ Street Tree to match existing around l-1/2" cal/&' ht. min, Bé4B, epace ae shown, “aa BROKEN BRANCHES B site perimeter. clear trunk to 5' ht, full * PLANTING SOIL MIX TO BE NORTH Ne RUBS 6 2/3 TOPSOIL, /3 ORGANIC AK MATTER A Abella grandiflora 'Sherwoodii'/ a cell adds Sherwood Abella 18" ht. min, 4' o<., full ~= H Clstue x 'Hybricia'AUhite Rockrose 18" ep. min. 4' oc. V2" BLACK HOSE W/ 2 STRAND FP Clstue x 'Purpurea'/Orchid Rockrose 18" ep. min, 4' oc. —< RGA TWISTED WIRE ® llex crenata 'Green Island'/Green 4 Island Japanese Holly 2 gal. can min, 2-1/2' oc. 4 = © Mahonia aquifolium 'Compacta'/Compact 2, 3-2"X2"XB'-O" STAKES Oregon-grape 2 gal. can min, 2-12! oc. SECURELY DRIVEN INTO GROUND. N Nandina domestica/Heavenly-bamooo IB" ht. min. 3° o.c. © Nanclina domestica 'Compacta’/ 2" MULCH Compact Heavenly-bamboo 2 gal. can min, 2-1/2' oc. Papo teg O. Osmanthus delavayi/Delavay Osmanthus 18" ht. min. 4' oc. { as ik <= M Pinus mugo mugo/Mugho Pine 18" ep. min, 4' oc. Le ; a Y frunus laur. Mt. Yernon'/Mt. Vernon Laurel 18" ep. min, 4' o<., full \ ik = | GEES L Prunus lucitanica/Portugal Laurel 24" ht. min, 5' oc, full : N=K BO if S$ S$4arcococea ruscifolla/Fragrant S. 18" ht. min. 4' o.c., full | toa Lt BOS f GROUNDCOVER i | | Sree 5 RX MY Arctostaphylos uva-urel/Kinnikinnick 4" pot, 18" oc., plant in triangular pattern om | — eH MEE Rubue pentaloba/Talwan Creeping Rubus 4" pot, IS" o<., plant in triangular pattern ah COMPACTED ". Sed, drought resietant and hardy graee varieties - all areas not in ehrub/groundcover beds | aa te dares " Install Plerce County approved root control barriers whever trees are wintin 5' of a paved surface. I Mx 2. Soll preparation shall meet Pierce County Water Conservation Guidelines as cleliniated in UNGLAZED PLANT PIT SURFACE Exhibit 'A' to Ordinance No. 25-14992, Section |I8A 35.0303. 3. The work of this drawing shall meet the etanciarde and requirements of Exhibit 'A' to Ordinance 25-14962. TREES SHRUBS 4. Inetall heavy-duty plastic edging between sod and ehrub/groundcover beds. 5. Construct 3' diameter watering basine around all trees. TYPICAL PLANTING DETAILS NOT TO SCALE UNPUBLISHED WORK ©2000 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARCHITECT 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com 3549 | REGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME ‘Taco lime. RENTON, NASH. DRAWING TITLE LANDSCAPE: PLAN DATE MAY 8, 2000 DRAWN BY ML CHECKED BY. REVISIONS L-| SA-C0-Olo2 a 12 + 19'-5" AFF T HVAC UNIT BEYOND HYAC UNIT BEYOND METAL TRIM y N + l6'-1" AFF. 4 (2. ONT. NEON TUBE == : = = = . Ue : ————— ——— $—————— = 2 7 12 12 37 Nt UNPUBLISHED WORK ©2000 MERRICK LENTZ ARCHITECT — ee - eK He He Ke ee ee ee eee ee ee ee ee ee ee METAL ROOFING METAL GUTTER METAL FASCIA +3'-@" AFF. 1. bd TILE MERRICK sae, LENTZ $Tucco TILE WAINSCOT 12 x 12 TILE ONELR "if . ee ee ™S | T T T T T 4 : oil | \ \ ; | ; rc Beers Wes Setases Seah tees soeer cen Reeves Siseccs noe Sed Saat Seid ey teem ne as ame ar Sr Seems oes Sees Sime ee eee eet eet eee es Sie Som me) Seeee Eeerts ee ace Sone ee eels fe ee Ee es ee at Sasi es oom ee ee (ee Se te Soir em SE sey Se SERS a Se es ey ee See ee mee ak Soe RS meen Seae SET. ose ee L, on Sas Ser ae ers cee A oe ie Ee Gs SE et Se ee es Ee eee —— ver I Les SS ee Se eS Se Se SS Se eS ea ee oR eee ee eee ee ee ee ee mee ee ee ee Joe eee Le Lee Le tow ee Le hme, mee, mee see, cms sees me res crs eee emery ee cme eee me ce ee ee ee ee ee ee acy me mm a ey a SCALE: 1/4 = |'-O" METAI. TRIM leas ae (2.CONT. NEON TUBE ———_—___» T 12 Ne 1800 -— 136th Place N.E., Suite 100 METAL ROOr Ks Bellevue, Washington 98005 METAL GUTTER 425/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com METAL FASCIA T TILE 3549 | REGISTERED ARCHITECT $Tucco MERRICK D. LENTZ TILE WAINSCOT 12 * 12 TILE FIN. FLR. 4 f 7 PROJECT NAME ae Taco lime METAL TRIM +16'-1" AFF 4 @® (2.CONT. NEON TUBE METAL ROOFING METAL GUTTER @ METAL FASCIA +9'-O" AFF. 4 (TYP. - 3 LOC.) REFee 5 / A-6 SCUPPER ¢ aero Ka 3 \ © \ \ \ .Y \\ © \ © LY | & TILE ' RENTON ; WASH. (TYP,) STUCCO v a Sa \ \ WEP WX EP XLT ™— SINGLE-PLY + 3'-4" AFF. 4 BUILT-UP ROOFING —~? a ™ _ BRRAIST FAN wenger \\ RETURN-AIR : ROOF ACCESS FIN. FLR A UNITS, K< REFER 2/ A-6 : [ ! | | . ! T ~ WN E Ch pesreoom a ee nn : DRAWING TITLE NI EXHAUST FAN Q ——— [oo -- --- -- ----------- 4 , ‘ WEST ELEVATION Liat APR EXTERIOR Y WAc : SCALE: V4 = 1-0" = LEV AT IONS : ae t METAL TRIM sie A. 4 ; ow. eon Be ROOF PLAN ¢— KITCHEN HOOD EXHAUST FAN “—— SINGLE-PLY DATE APRIL 21, 2002 au ROOFING —? DRAWN BY Fi. CHECKED BY. + 3'-O" AFF, , > REVISIONS . aad ; us © © ® ® \\ T <—WALL BELOW < : : STUCCO + 3'-4" AFF. o TILE WAINSCOT we 2 12 TILE <A FIN. FLR amor ag ROOF PLAN 1 en ee ta wis % cA) SCALE: 1/6" = |'-O" \ we NORTH EAST ELEVATION SCALE: 1/4) = I'-O" S A- OO- OloZ ™ i UNPUBLISHED WORK ©2000 MERRICK LENTZ ARCHITECT | ALIGN WI ST IN | TO BE REM VED / OVED 1O08'-o" 5'-o" ' " = ’ 25-10 23'-7" J ng NEW STOP SIGN NEW STREET TREE 12 STALLS © 4-0" ic. i + | (’ m - gs — " LOCATE STREET LIGHT i L —~ NEW. comKec ~ AVA ' Way . N@ REVISIONS NLY vf £ Ae | a Lf ‘ ME RRICK - LL LL ‘i 2 i eo il — fe . ; ) a x ; / S J. A 7" ‘ : : | ~ wie 7 GOOF SEATTLE - CEDAR RIVER PIPELINE RIGHT-OF-WAY EX. 5!" WATER = ALY WA 4 ; fal / S LEI RASD ARAL ELE EA Ft I | f LLL? S pat EEE MEM, a, > | <p , REMO Y a pio" | 63'-0" lato" N a aL Z : a a ” - -O q'-¢O" 20'-0" 24'-0" at s 4 / d é / 7 ; ee, Tay ———— SIDE} ro ‘id he a f fF “<2 70-0" ++ 3e-O" 24'-0" I2'-I0" , 12'-0" 6'-gh Lge 7 OE be he , | les 9 pape 6 STALLS @ 4-0" _ ' l 54-7 — Si ; ARKING 9 | . RESTRIPE Exist. PARKING BTA! A STALL STRIPING (TYP) | PARKING , 9 © we te . Re2' v Slo d a oO SIGN Hl \ JNDI Val) id ra r ACC! Is 5 I \ 8 . a ia SL. a __ a. METAL FLASHING 2 Oo . =| k r Tt: ft ~ / (COLOR TO MATCH BUILDING) | d) Lee, zie = ae ! fr WHEEL STC a3 RN os W/ 3-95 Bars CONT. oo si : die EXISTING PAVELEN: \ PERSE <i iont I © pa hae me aT i T, CURBING, [\i08 a TOE Wp ee ee | T q DEI .j FF $ , eee E ’ ‘ ao Se Hot ae ase gla dese a a ‘ . Dain PEE [PLANTING ETC. TO BE RE a ii 22 i i a o- -|9-> | tk, 1800 - 136th Place N.E., Suite 100 F (PAINT TO ATEN Bana LE ey | 9 v v yk Bellevue, Washington 98005 Ao] o;? |e Hf 425/747-3177 FAX 425/747-7149 9 Sa =<. O14 yr E-Mail: mlarch@isomedia.com a #5 BARS @ 48" OC. VERT. , +. en a 3 py © AND 8" FROM CORNERS " St Mie ewe -[ +) , P ‘ B , Poe Sse se bE ss =} oe = eee 2 Y a ee ; | Seaae. a ro To “ms SS BN eer) Ue i 3 Po) eee. “SO -O" 24'-0" 20-0" [Leé% Na ——— ll a, . oe i ee ii y # = e TI) 7-3 X & X |6 O.MU. WALL aly a8 wed Seas rae tt pe sow sone ste i: i es a we 3549 REGISTERED . > es | ve ARCHITECT 4" THK. CONC. SLAB W/ arash tere merece eco a | 4 : 6XE-WI4AXWI4 WAM. gee gs rR? | 9 MERRICK D. LENTZ SS ee =] J ; a3 a . v T eee 5 5 4 , tL set eet le ae > ce |% c Cc c Co c Cc it nN =|} 1] a ‘s : — 5) ‘| Z UL GROUT CELLS SOLID zoo lecos| , a! = ; — .s oe —_ WHE La — 2 -O i 9 712'-0" ale" 20'-o" 24'-0" i Fy) ; #5 BARS @ 48" 0.0. ALT. BEND + 5 STALE « a" . f md qo'-0" ee PROJECT NAME os Meal “ _ Vv a ~—CONC. FOOTING a) m, ASPHALTIC 0 Y “. . ; : ‘Taco lime fe) /6\DUMPSTER ENCLOSURE : ; ; >| / SCALE: 8/4*s1'-0" | ~ =< 29 | tr ta NE : ! NDY'S | i / | | / re r SITE PLAN | } CONCRETE SIDEWALK SCALE: |" = 20' | PROVIDE EXPANSION JONT ee eee , LANDSCAPE NOTES —— TYPEV (SQUARE) .E.S. 3/4" RADIUS TYP. CUTOFF DISTRIBUTION 3" WIDE PAINTED STRIPE |. REFER L-| FOR LANDSCAPE PLANTING PLAN. \ TYP. 5 Loc's Sr os ? PROJECT NOTES = U4. ay! ct] a ur ao \ GROSS SITE AREA: 45807 SF N Al a oe CONC. CAP ADJACENT OFF-SITE PARCEL: 24513 SF << a0 | ——— 7 . A ! : | SF NET) ; = e © RO ope. B il IH EXISTING BUILDING AREA: 2883 SF GROSS (26 DRAWING TITLE vt Oo ‘ ue Po.0 Pool] + J ‘ee " (3 - PROPOSED NEW BUILDING AREA: 3135 SF GROSS (2842 SF NET) en oh j=) BARR! ER FREE SYMBOL TOTAL BUILDING AREA: 6018 SF (\3.1% SITE COVERAGE) S | TE on ANNING w/CONC. PRIMED >| / NO SCALE op eNTSHON 6" |. AND PAINTED AREA OF IMPERVIOUS SURFACING: PLAN pO " : W/ 2 COATS ONSITE: 34086 SF (14.3% SITE COVERAGE) yg LO Q MARINE ENAMEL roe ; OFF-SITE: 18368 SF (14.4% SITE COVERAGE) N) \ a y : . mt \ J | \ EXTRUDED CURB DETAIL ‘ CONC. WASH 1 1 AREA OF LANDSCAPING: acct i > ON-SITE: lI711 SF (25.1% OF ON-SITE ale : NYsl'-O" OFF-SITE: 6145 SF (25.1 % OF OFF-SITE LAUD SCALE: I\"sl'-O ASPHALT OR METAL SIGN TOTAL LANDSCAPING: I7416 SF (255% OVERALL SITE COVERAGE) CONC. PAVING WHITE PROPOSED NEW BUILDING HEIGHT: 14'-5" DATE MAY 8, 2000 PROPOSED NEW BUILDING SETBACKS: KGROUND feet Y ML EXTRUDED CONC. CURB J ff eone. Ale “. 7 BLUE BAC kor A a DRAWN B A | q ¥ ASPHALT PAVING GRADE @ PLANTER ; C4 \ = | SOUTH: 5B-IO" CHECKED BY. PREPS ee Pierere crs QP ' / WEST: — 2il'-7" REVISIONS GRANULAR BASE nV gu 2") Mee VAL Seaeaeate STATE DISABLED EXISTING PARKING: 46 STALLS ye i | cua HL: ~ aL: j 1 +14 Te PARKING PERMIT ~——— WHITE LETTERING ite. mane aoe —\ iy Fu s iat JT IIE REQUIRED wae camici. Z \ % le es] f= EXISTING BUILDING : 26 STALLS (I/IOO NET BLD6. SF) ‘2 = | Talli == ; - . PROPOSED BUILDING: 34 STALLS (I/15 BLDG. SF) | = VAN TOTAL REQUIRED/ALLOWED: 65 STALLS | Ti 83 HORIZ. RREINF. wy | ACCESSIBLE | a « TOTAL PARKING PROPOSED: 14 SPACES VW _ Tee ey wane , STACKING SPACE FOR DRIVE-THROUGH LANE: & CARS } OD ye H © Yo | a BARS , . PARKING STALL DISTRIBUTION: Oo ° Oo “Olo {||| | 9 2" DIA. STEEL PIPE, 5O STALLS REGULAR (4'x20') 67.6% oe? 8 o0° Foo 14"o t PAINTED WHITE 21 STALLS COMPACT (4'xI6') 2oas At 3 STALLS ACCESSIBLE (4'x20' - VAN UNLOADING AREA ADJACENT) A. —_ | NEW CURB CUTS: /2\ EXTRUDED CURB DETAIL (4 BOLLARD DETAIL /4\DISABLED PARK'G SIGN ee tee ee ce Z| J Scale Namo LAT SCALE: 3/4"s|'-O" Px—| / NO SCALE ALL DRIVE AISLES ARE SIZED FOR TWO-NAY TRAFFIC S S) -" Ou 4 —_——————ae —— ee ee —_——_— - — SOUTH SECOND STREET EXISTING CURB CUT TO REMAIN NEW STOP SIGN HEleMINA nr a —— FHRLICH DESIGNS PAVEMENT @ Ecco TO BE REMOVED landscape architecture & site planning 78 north 73 street seattle, wa 98103 Ph, 206-784-8604 Fx, 206-789-8955 EX. 66" WATER ra f. So So ; Y oo x 7 7 7 a7 a aa — a The jo fh fh i ra # / : \J I Io _CITY_OF SEAT TE eg essa < [- LLS wy, a, RIGHT-OF-NAY — EX. 5!" WATER (a AL PFD FS PF ff I PTF e ee 4 ff - F . NO REVISIONS TO EXISTING PARKING OR PAVING, EXCEPT AS SHON 7 —— OVE DRIVEWAY STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT -ACH C&6 WITH 4 EWALK be ie 4" WHITE PARKING ‘ TRIPE EXIS RKING ATALLS Lccrmoat STALL STRIPING (TYP) PARKING HERMINA EHRLICH iS I SIGN m 363 6" = Qi CERTIFICATE NO. ye a ye = e 385 8 6 : ala --F | iS) | | ca bes, aie : 73 ATS ( i |! ~ “tgif ;)| ALL EXISTING PAVEMENT, CURBING | SE Se SE Ge PROT pa Z f) arian ETC. TO_BE REMOVED Rg ee EE ES Se Lu 4] [8 NE a] IN THIS AA ES : | > wane: A ‘Sr la | Sas |. --=>> | chen . { \ a ae | eas | pel © 4 V4 | | ft | BS : 7 | if of 8 SO ys | oe 2 elena eh ~ oa : TACO TIME — BAN | TT Mee. to te Ba 8 ak on eae a nay y rs Vv bite ete ag Nene == eee a ee 3135 SF (GROSS) op oy [i Mo ge Se op 2882 SF (NET) — , miag 40! ke hang - 354.00 (72 ROW) AY a AN PPs81.00 —— 4] je ’ EA a Oe pet ued as 5 (lied ee | Me} Is eee 0 eee ee 1 eee 1 eee —— , Ce: Y," [ ‘| s L---I LZ I Lo | a —— = q ASPHALTIC . “ er PAVING 6 ” a one ee wee eee ee ee ee -— 1 See iP = —_ a |<. al : __ <y —_—$—$—$$ $$$ ————EE — —_ = __ <) 344.29’ N881725'W. ~ 3 | Ne | pr WENDY'S NA | IRRIGATION SCHEDULE IRRIGATION WATER METER a LANDSCAPE IRRIGATION FLAN (4\ @ |" deduct water meter - installed by others - coordinate with civil See | a 20 TIE-IN ASSEMBLY - in locking valve box , Il." Backflow Preventor - Feoco 8O@57Y double check valve assembly NORTH *4" quick coupling valve (qev) for winterizaton CONTROLLER Rain Bird 4-Program Hybrid Controller - ESP-leLx+ Ghee eee eee 20 (@) 10 20 40 80 locate in vicinity of menu board as directed /\ AUTOMATIC RAIN SHUTOFF Rain Bird Rain Check automatic rain shutoff locate on roof or as directed /\ ZONE VALVES - in locking valve boxes Rain Bird |' or |I%" Electric Zone Valves - IOO-PEB or |5@-PEB © acy in valve box or separate locking box as indicated below PIPE ——— 1%" Schedule 42 FPYC main line pipe Schedule 42 PYC lateral pipe - %" unless otherwise indicated Sleeves Schedule 40 PYC under all pavement (not shown? size to be two pipe sizes larger than pipe (s) contained place bare copper wire in all sleeves Yo" wire sleeve (not shown) under all pavement, through walls and where main line not present HEADS - half unless otherwise indicated use PCD's as needed to control radius a Toro 4' End Strio Spray - 51OZ-6F-4-EST-PC m Toro 4' Side Strip Spray - 5B1IOZ-6F-4-SST-PC x Toro Stream Spray - SB-30-FPC2 - on ehruo adapter under grate © Toro &' Spray - 5IOZ-OF-8-x-PC e Toro 10' Spray - BIOZ-6F-IO-x-FPC s Toro |2' Seray - S1OZ-6P-12-x-PC = Toro I5' Spray - 5IOZ-GP-15-x-FPC (Y = I5' adjustable are nozzle) Operational Data I. DRAWING IS DIAGRAMATIC. Common ditch where possible. 2. Existing pressure = 12 psi - verify prior to commencing work Design pressure = 22 pei. 3, Minimum pipe cover: main = 18", laterals = IB". Use triple swing joints. /\4. Run 5 extra wires to the furthest valves in each direction. 5 It is the Contractor's responsibility to determine quantities and to conform to the requirements of all governing agencies. IRRIGATION NOTE THE IRRIGATION DRAWINGS ARE DIAGRAMATIC. FOR CLARITY, PIPES, HEADS AND/OR VALVES MAY BE SHOWN IN PAVED AREAS. ALL THE VALVES, HEADS AND PIPES SHALL BE WITHIN THE PLANTED AREAS UNLESS CROSSING PAVED AREAS. THE VALVES AND CROSSING LOCATIONS SHOWN ARE AS CLOSE TO THEIR "REAL" POSITIONS AS IS POSSIBLE WITHIN THE CONSTRAINTS OF THE DRAWINGS. ALL PIPES UNDER PAVEMENTS SHALL BE SLEEVED. ( IN FEET ) 1 inch = 20 ft. Zone Data gem size qcev DY\ Zone | 4942404" In" no A\ Zone 2 4962439 4 I" yes /Y\ Zone 3 419:2243 Ivy" no /\Zone4 168 |" yes /\Zone> l68 1" yes /\Zone @ 234 4" yes Zone 1 22] |" yes Zone 8 27.7 I" yes Zone 3 I1.@D ‘is yes /\Zone | 220 |" yes /\Zone ll 2802 \%" yes Zone 12 5.4 |" no Zone 13 23.1] |" yes UNPUBLISHED WORK @©2000 MERRICK LENTZ ARCHITECT ARC MERRICK LENTZ JITECT ha z Ter / Ee a 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com 3549 | REGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME Tacotlime. RENTON, NASH. DIRAWING TITLE LANDSCAPE IRRIGATION PLAN DATE FEBRUARY 5, 2001 DRAWN BY HE CHECKED BY . REVISIONS J\ WUNE Il, 2001 ENTIRE SITE PER SITE REVISIONS /\ JAN. 3,2002 PER CITY COMMENTS L-2 SA-00- OW2 OVE ‘DRIVEWAY -ACE C&6 WITH JEWALK tad < os o L- Is rat 2 QO | Cp) iu —_ Z ss WRAP REBAR STAKE TIGHT TO I { TREE WITH TREE WRAP AT 30" HT. zi EXISTING CURB 0 Y 3'x6' TREE GRATE WITH FRAME, o” WW (EG. URBAN ACCESSORIES "KIVA" Zz INSTALL PER MANUFACTURER'S EY = A RECOMENDATIONS J { y 2" CRUSHED RED PUMICE MULCH ‘i| VA j 3" PERFORATED PVC > j STANDPIPE FLUSH WITH TOP OF il Y MULCH - PROVIDE REMOVABLE ) f CAP 40! OREEROR ES QMORS SA88 POR IREOESE (V2 ROW) AERA 5: 5 poorer te | [| |___} sti eae ed . Coes eGees . | | Se BES: oi ies ene, “= 24" ROOT DEFLECTOR —| | |= Fe erat | | TI (ets PROTA TE ' | = | | iam Pan eT COMPACTED PLANTING SOIL | | = :| | | MIX - TAMP BELOW ROOTBALL ——l edt | I+ = TO AVOID SETTLING | | | : | FILTER FABRIC = —==—+— EXCAVATE TREE PIT TO | | —| | TWICE ROOTBALL DEPTH : TTI PLUS 12" FOR GRAVEL [= mec +++ 3/4" DRAIN GRAVEL \ fame | | | FH Tl NGM EXISTING SUBGRADE °4 REBAR DRIVEN MIN. 12" INTO NATIVE SUBGRADE NOT TO SCALE TREE STAKES “ HOSE ote TREE ~ TYPICAL ALL PLANTS often? WIRE Ke - PLANTING PIT TWO TIMES SIZE yy OF ROOT BALL ‘ PRUNE ALL DISEASED AND BROKEN BRANCHES STAKING FLAN + PLANTING SOIL MIX TO BE 2/3 TOPSOIL, 1/3 COMPOSTED MULCH * MULCH ALL BEDS WITH CRUSHED RED PUMICE - MULCH TREES IN GRASS WITH COMPOSTED MULCH V2" BLACK HOSE W/ 2 STRAND 2GA TWISTED WIRE 4 | 2, 3-2"K2"K8'-O" STAKES SECURELY DRIVEN INTO GROUND. 3" MULCH Dee ENTON [=| Es Cli¥ © | S LIES" Tf COMPACTED AOCW/CD = PLANTING RECEIVE SOIL MIx ( 9" TAMPED r— PLANTING SOIL MIx UNGLAZED PLANT PIT SURFACE TREES SHRUBS TYPICAL PLANTING DETAILS NOT TO SCALE CENTERLINE R.O.N. | | ! | 30 ! (1 / 2 R. O . W , ) — ————nescnee te neg a _ $88°17'25°E HEIRMINA ©2000 MERRIGK LENTZ ARCHITECT EHRLICH -—— —— | ee me a ee EXISTING CURB CUT TO REMAIN DESIGNS PAVEMENT ¢ ECC Xx 78 north 73 street ( seattle, wa 98103 / & o, i RESTRIPH EXIST. PARKING ATALLS \ mart ail IN88°17'25”W EX. 66" WATER TO BE REMOVED landscape LO fos architecture & “A 7. an L. Vio F. site plaming TIT . recs / \ “ a Ph, 206-784-8604 “3 MERRICK EX. 66" WATER SIGN Lhe ms, 363.64’ — Nan CA ~~ Pa LENTZ ey pet . y * S an m, 3 . INJAHIS AREA. -~~~-JbLi-~-JLouUU J Lo_ | 4) — STATE OF / / WASHINGTON Ce at REGISTERED YY & sd , a | Ay / LANDSCAPE ARCHITECT OL ik a 4" WHITE PARKING A ma &£ STA Saemine (TYP.) ARG | - in HERMINA EHRLICH \ SIGN, S 4 bd INDIE wate LY, S CERTIFICATE NO. =| ACCESSIBILITY Z <— 385 j nt [iin Menten! aati. e WHEE a“ EELST WO \ J |e [ = | = | ALL EXISTING PAVEMENT: ING, )\ a2 get We SE oe / >} .. 1 ae kPa | Raoeee WP OMG Ie a re le ft ee . ee Pare Tmo oe IA —-— oa HN gl a ES i; 1800 - 136th Place N.E., Suite 100 F N Se NTRY Tio ee he iz s 2 poles, Washington ae . ' DRIVE 0) 425/747-3177 FAX 425/747-7149 | PROPOSED THRU | 3 1 4C E-Mail: mlarch@isomedia.com oes TACO TIME i | € = re 3135 SF (GROSS) - us 9) A 2842 SF (NET) ra & RG) S LA | 1® 3549 | REGISTERED 5 | Sg i a (an Z ARCHITECT re fe Se YO. eé Sf MERRICK D. LENTZ NO. 1 / fe STATE OF WASHINGTON oa 3 a of p ——_—— ‘| ~ fit PF PROJECT NAME PAVING firs , ~ OS fives J ae F weet ue ASPHALTIC (@ QGOGCOO CHAGINGOAGEAEPERARROBLL id lets beey ‘Taco Time. FLANT LIST symbol botanical/common name Existing On-Site Tree to be retained Existing Street Trees to be removed Acer palmatum 'Sangu Kaku'/Coral Bark Japanese Maple Acer rubrum 'Scarsen'/Scarlet Sentinel Maple Fraxinus oxycarpa 'Raywood’/ Rayuood Ash Pyrus calleryana 'Chanticleer'/ Chanticleer Flowering Fear — SuRUBS A Abelia grandiflora ‘Eduard Goucher'/ Eduard Goucher Abelia Au Arbutus unedo 'Compacta'/Compact Strauberry-tree Cotoneaster lactea/Parney Cotoneaster Cistus hybridus/White Rockrose Euongmus f. ‘Emerald Gaity'/E.G. Euony. Mahonia aquifolium ‘Compacta'/Compact Oregon-grape Nandina domestica/Heavenly-bamooo Nandina domestica 'Haroor Dwarf'/ Harbor Dwarf Nandina Osmanthus delavayi/Delavay Osmanthus Photinia fraseri/Fraser Photinia Frunus laurocerasus ‘Otto Luyken'/ Otto Luyken Laurel Fl Prunus lusitanica/Portugal Laurel Sarcococea ruscifolia/Fragrant Sar. GRASS Sas Godded Grass Q ®z Z 1@ © 0 VT O 0 1) - *s Mees, SEEKER Arctostaphylos uva -ursi/Kinnikinnick size/root/spacing/remarks 8' ht. min, BéB, multi-trunk, specimen form 2" cal. min, B&B, 3D' o.c. or as shown, clear trunk to &' ht. full, see detail for grates etc. 4" cal. min, B4B, 50' o.c. or as shown, clear trunk to 5' ht., full to 6' ht., full 18" ht. min., 4+' o.c., full 24" ht. min. B' o.e., full 24" ht. min. 5' o.c., Full IB" sp. min. 4' o.c., Full 1 gal can, 2' o.., full I5" ht. min., 3! o.c., Full IB" Wt. min. 3' o.c., Full | gal. can, 2' o.c., full 18" ht. min. +' o.¢., full 24" ht. min. B' o.c., full IS" sp. min, 3' o.c., full 24" ht. min. B' o.c., full 13" ht. min. +' o.c¢., full GROUNDCOVER - plant in triangular pattern | gal. can, 3' o.c., full 4 snus ae “oe LOGHOE 2 LOMA) GHLGQ HQ GGAQGaBE eer, —-- | ‘| f LANDSCAPE PLANTING PLAN /4.\ RENTON, WASH. SCALE: |" = 20' NORTH GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET ) —_— 1 inch = 20 ft. DRAWING TITLE 4" cal. min, B&B, 30' o.¢., clear trunk LANDSCAPE PLANTING FLAN PLANTING NOTES |. Plants shall conform to the latest edition of "American Standards for Nursery Stock" . 2. It is the Contractor's responsibility to determine quantities. DATE FEBRUARY 5. 200! 3. The Contractor shall obtain and pay for all necessary permits and fees as required by applicable codes arid ordinances for the work DRAWN BY HE 4. The Contractor shall maintain the landscape work from the date of CHECKED BY. the first installation until final acceptance but in no case less than 2D clays. REVISIONS S Tete dren, shall provide protection of all property, persons, /\ JUNE Il, 2001 ENTIRE work In progress, structures, utilities, walks, curos and paved surfaces - during the installation of landscape and irrigation work Verify, and PTE Fem SE REVISIONS protect the locations of all existing and proposed underground IN JAN. 3,2002 PER utilities prior to commencement of the work CITY COMMENTS 6. Coordinate the work with irrigation, architectural and civil work — 1. Comply with all the requirements of the City of Renton er e n t a} =| ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : \s d s k \p r o j \9 9 0 3 0 \ 9 9 3 0 P E D . d w g Th u Ma y 18 12 : 0 3 : 5 6 20 0 0 . A PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M SM : 3 N R 4 R 9 ® e x Cp — [5 ‘ f h/% . Fd O |-— ‘ _ Je ie SCALE: 1’°=20' 2 a Oe RA 3 20 ) 10-20 40 . RENTON, WA Wi Sg 9 ° dnegery Al _“Gdneloo rin) LE LTD ee GRAPHIC SCALE | ExPiREs: MAY 6, 2001 | 0 it Wee PRELIMINARY GRADING & COMPOSITE UTILITIES =m —_ > 20 = & fe aa Gl or - on a - = Z 0 OO w Fan wl Q mies =r -- Li] re q> FE We O a: gPUE z se eee CENTERLI SOUTH SECOND STREET 6 Z a 7 — __ CENTERLINE R.O.W. __ - ee “= LEGEND <P TE , - _ Be a 719 a ro) VA : —— _ ). ree oe __ ~ rat Ww LJ O B(18"EONC-W) ~ Ps 2 EXISTING STORM MANHOLE i rd Sf a ern @ PROPOSED 48” TYPE il C.B. 3 co ‘al es “ yo29.89(6"CONC_NY 7 a sf vo 12" ST " o ' 2(6"CONC—N) “\ 7 i aa PROPOSED 12” STORM LINE 4 PROPOSED CB (TYPE 1) b _ PROPOSED WATER METER 4 Fn re nn © ; Ser ae PROPOSED WATER LINE =e Stee Be peepee —— PROPOSED 48” TYPE 1 MANHOLE (TYP.) ah wo a : : —- a - PROPOSED CONTOUR WITH ELEV. @ . 5 ge - : oa Bolla | ae a PROPOSED SURFACE FLOW ARROW 9 te} ra ‘, E = : Seay. PROPOSED ROCKERY WITH HEIGHT. 2 c2Z aul | a Ef 20 _— : ; PAVEWENT ree : — | Je oF tel ee TRAFFIC ARROW - Om 35 REPL : W ECC, : : : ene [apni ae =ANEMENT. CURBING, ‘ S SE SIDE His AREA PAVEMENT TO BE REMOVED i ee NEW LANDSCAPE ISLAND be snl 53 O gee a 28 hs EXISTING PAVEMENT u Oo x 3 il L ~ #3 Zz | | aa “| eA : ev “a 32 Wi ~~) 6©Bil Vi PROPOSED PAVEMENT = : conn : l EXISTING y 5 g o EXISTING Ay : iq wil 7 TACO PRE COSCIC COGS ood 3 ; = > 3 ae XK TIME A ag ORE SA } TT, 25 S— DELETE EXISTING Ueno RRO ROOK LOPS é iN / E & | lik red mie Z PARKING ae : ASG PROPOSED a 7} ia] « | SE oP TACO TIME ~ oe 4 2 jt | ! WW 5 i é Vp) a 4 ? i 7 - i rte: re ce e ‘ a > ‘ 1/2 RO. + ual wai a“ oe in a || (7/2 ROW); . NEW’SIDEWALK \¢_ ‘ ae ) | : + roeaalee: an JF = le le [Fle k my ——s 1 Ol] Gaol :, ; gi, 16 1s “ | t “8 ws & 3 Fs} | ve © £12 |g 2 I& “ Q IONI| o eae | ERA & a | '. < O Lu gO oO < Zz Ni] Zz ! ha F Foes} = rm NEW/DUMPSTER PAD Adz} 8 S | hu Z Oo2OW & | I, |L-7r connect_to 0 ob6 | Lf Ly EX. 24” STORM oe O8zoll ¢ > | ao a a NN SS re TOE swrhst 8 7thist ue O ® wri & 0 | | Se ee = ee Bc 7 7 \ iff} ( ora} g ; ° =— eer - ——_ . _ ___ __ 346,99" ae eee 26 | . = i |e 4 SSS siete. ABb17 25" me a a yo _ — ~N : H Z (rc o ode | [FP] a a 4 ~eo-T ; Lo a — a } ; LH 0 “ | | y oy = ) O yi ! | “ “7 / a r a) 5 || 4 a eel = we ~ | a ai / _ “jp a = oO | L ; L- 1 yf ¢ ee af ae 99030 ! @ / -~ Oe aa _ | | / H PROJECT NO. i ie / 4 ~ | } ra UA | / “SS i —u- oO lio : V pda! | [ SHEET INDEX eae = C1 — PRELIMINARY GRADING & COMPOSITE UTILITIES eee ewe C2 — SECTIONS 5-18-00 SHEET REVISION \ E | CHECKED FOR COMPLIANCE RECOMMENDED 9930PED.DWG . TO CITY STANDARDS FOR APPROVAL Date Hat BY: ate S -_ BY: . ate < BY: c— CIVIL ENGINEERING AND = > == PaciFic ENGINEERING DESIGN INC. Sunnie CONSULTANTS { JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : i | A PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SENN ¢ , |g © ln LY |g . x CG ee ISTE ~S sngary cunt ZA\00 EXPIRES: MAY 6, 2001 LU = FE oO A Q 4 9 0 Q , F q Fk i FO a > UW 0 () C EXISTING PAVEMENT, PARKING & _ Pan LANDSCAPING IN THIS AREA T UY R a we REMOVED & REVISED TO MEET 4 8 23’ 64 12’ 5’ 10’ 19’ 26’ 18’ 10’ 7.5" 30’ E REMOVE EXISTING DRIVEWAY EX, PARKING 1/2 R.O.W, | fi PAVEMENT REPLACE ig | a Bee EX, ASPHALT 6 | | i PAVING & ECC T uno-|! parE ey = NEW TO BE REMOVED sacri 25 Mi NEW PARKING ewe _LANE "_jeuewalh SIDEWALK |, PARKING | LANDSCAPE'SIDEWALK SOUTH SECOND AVE. a oo INS; ‘ zx NASA , KK LIOR Osnwg 7 “d GOGOL. AAA DGAEG GOK & OF DOOYOO OYOOOOOODOYODYOODY YOON Bm RRR AIK Uiic<(iCcq««CQ((C<icxK#KYiCCK T LZ a KRISS WSRERE POI N »www’w©n») WN.» »’’W”» »W NNN 0oms ! 9 —_— KLAN CLL (SOF WK =2 — WINS PROPOSED " | EX EX. EX | 2 = 2: WY STORM — | 51"D 66"D. 66"D | z Bul SOY DETENTION : / 7 UW eo : KKY VAULT | (GS) (CY € _ Om 35 ROG | | ~~ ) oS SE NSS | Y ° = 0 2 v | fl ’ hed BE A 66 fo) on | | | CITY OF SEATTLE = F: CEDAR RIVER PIPELINE ROW S a5 " fo) ; a Bc “3 : SECTION A-A FS res) - SCALE: 1’=10' , = ce 5 al | 3/258 ~~ a rr 4 ~— ve 3 T Ms pa ¢ FR EXISTING PAVEMENT, PARKING > ” | ____ & LANDSCAPING IN THIS | < : e! 4 AREA TO BE REMOVED & 7 bn ) = REVISED TO MEET NEW ae pf = . al. |. DIMENSIONS 0 ~ ol 8 ple le le ie — 14'——k 30’ ‘at EXISTING TACO TIME We tl os fig jf |3 6 é : 1/2 R.OW, aie BLDG () I9al| 3 : RAINIER AVE. SOUTH | LANDSCAPE DRIVE LANE SIDEWALK < Rs + ao a SST AAS : SSR RK CVAWAN AANA ZU g POY OY OY OY ODO OOOO PYYLYYYYO”Y ol ce a | Be RRRRRERRRERERKEE EEO REESE RRA RAE ssl é ‘ | , ZF sGul) 2 S EX. 18” STORM O-¢2 EX. 12” WATER 0 3929 2 ” Fl<8cn ty H\5 |: OS SECTION B-B li 2 LJ <= Qa SCALE: 1=10 99030 PROJECT NO. . DCW ) DRAWN BY 5 SHEET INDEX 315-00 a C1 — PRELIMINARY GRADING & COMPOSITE UTILITIES ee, C2. — SECTIONS 5-18-00 SHEET REVISION } CHECKED FOR COMPLIANCE RECOMMENDED 9930SV01.DWG TO CITY STANDARDS FOR APPROVAL ane Dat ent Oe at BY C @ D ~ ' ‘ aad oC 1. nee : BY: a ie S Date ; We S N\A : \s d s k \ p r o j \9 9 0 3 0 \ 9 9 3 0 s e c 0 1 . d w g Th u Ma y 18 11 : 5 8 : 18 20 0 0 —— : = CIVIL ENGINEERING AND i <a == Pacific ENGINEERING DESIGN INC. == anne CONSULTANTS 10-2" B-e" S43" Spa" Fi 24 a SZ N bY c a e l “Balla 3 (o H ap i e — PREP AREA 4". 5] Be, La 5 = | ? : 3-8" Enis jae 3-6" =e NI ) { i { : Gra se tt [2 : a “a rake | Gia fel COOLER *s ~ PKR KS % = HS Fs ~ : eivel : ic 12 sahgs ars y 1/4 }z0 | [4 Ly Bait. 4 43 : | it | pee [a] 03) 1) be) EB} |PaaH BI | ¥ maa | | ‘ [3H CONDIMENT-T™ : ! We [124 lio) [9] io = _| [2] Teas | LORRY ae po Hi 4 { Behe ea _. _V) ; \ Lt 4 - oo He Pe 4a LC) A 9 | KITCHEN | se EY es re Q DRIVE = TARO \2'=3" Lfie] Ge] [Be fare 4 ARS ORIEN! h [2 — ay DINING ROOM gee raat tie ate . | j —y ‘ ie 37 BAAD | (-) WA A 7A . : T T a © ee eae | S Sere i Ny _— : pq! o™ Ja: a" ——— 70-8" PLAN PRELIMINARY FLOOR SCALE - V4' = \'-O" REVISIONS , BY f= Pd label = : a. taba fod Zz S jm ) = ho D Zz —) a) a Zz “ Z S D rl fam) 33 0 0 Ma p l e Va l l e y Hi g h w a y , Re n t o n , WA . 98 0 5 8 ) Ph o n e : (4 2 5 ) 22 6 - 6 6 5 6 Fa x : (4 2 5 ) 22 8 - 8 2 2 6 TA C O TI M E RE S T A U R A N T 20 0 RA I N I E R AV E . S. RE N T O N , WA . 98 0 5 5 Date Scale Drawn Job Sheet Of Sheets 24 X 36 PRINTED ON NO. 1000H CLEARPRINT @ — SA-00-Olo2. vas $8 a 24" ROOT DEFLECTOR COMPACTED PLANTING SOIL MIX - TAMP BELOW ROOTBALL TO AVOID SETTLING FILTER FABRIC EXCAVATE TREE FIT TO TWICE ROOTBALL DEPTH 3/4" DRAIN GRAVEL EXISTING SUBGRADE 4 REBAR DRIVEN MIN. 12" INTO NATIVE SUBGRADE TREE STAKES TYPICAL ALL PLANTS + PLANTING PIT TWO TIMES SIZE OF ROOT BALL : PRUNE ALL DISEASED AND STAKING PLAN : PLANTING SOIL MIX TO BE 2/2 TOPSOIL, 1/3 COMPOSTED MULCH * MULCH ALL BEDS WITH CRUSHED RED PUMICE - MULCH TREES IN | GRASS WITH COMPOSTED MULCH V2" BLACK HOSE W/ 2 STRAND bess / RGA TWISTED WIRE wy 3B-2"2"X8'-O" STAKES SECURELY DRIVEN INTO GROUND. 3" MULCH IN 4 BEDS 9" TAMPED PLANTING SOIL Mix UNGLAZED PLANT PIT SURFACE TREES SHRUBS TYPICAL PLANTING DETAILS NOT, #0 SCALE ae S| ; oe te ee a aly aa SR OF ~ HERMINA EHRLICH DESIGNS } = ay +--< |: ca eas oe oe as landscape Few ia — 255 ae aciitectue & : ee aS wee: # ‘ site pion seauhens NR —| 718 north 73 street ‘ Ds CRE WH sie ee es es SO Ph 206-784-8604 ‘a Fx. 206-789-8955 Pa 5 SF SEATTLE CEDAR RIVER PIPELINE RIGHT-OF-WAY ee 5) rare : NO REVISIONS TO EXISTING PARKING OR PAVING, excher AS SHOWN | | <q" | oat yo ae aa Gama ee zi OVE DRIVEWAY ACH JEWALK WRAP REBAR STAKE TIGHT TO TREE WITH TREE WRAP AT 30" HT. zl EXISTING CURB ) 3'x6' TREE GRATE WITH FRAME, e (EG. URBAN ACCESSORIES "KIVA") INSTALL PER MANUFACTURER'S ra RECOMEND ATIONS ? Py. 2" CRUSHED RED PUMICE MULCH | 3" PERFORATED PVC : STANDPIPE FLUOH WITH TOP OF if MULCH - PROVIDE REMOVABLE ) CAP 4" WHITE PARKING é ( D> 363.64" RESTRIPE EX! . PAR ING STALLS Laarrore es EA ; STALL STRIPING ao ALL EXISTING TACO TIME 3135 SF (GROSS) 28452 SF (NET) fe eM PLANT LIST symoo| botanical/common name TREES Existing On-Site Tree to be retained iis ——— Existing Street Trees to be removed Acer palmatum' 'Sangu Kaku'/Coral Sey af Bark Japanese Maple = _ Acer rubrum ‘Scarsen'/Scarlet Sentinel Maple ° = Fraxinue oxycanpa ‘Raywood'/ Pom Rayuood Ash ; Pyrus calleryana 'Chanticieer'/ Chanticleer Flowering Pear ~~ SHRUBS A Abelia grandiflora 'Edward Goucher’/ Edward Goucher Abelia Au Arbutus unedo 'Compacta'/Compact Strauberry-tree Ct Cotoneaster lactea/Parney Cotoneaster C Cistus hybridus/White Rockrose @) Euonymus f. ‘Emerald Gaity/E.G. Euony. M Mahonia aquifolium 'Compacta'/Compact Oregon-grape *N Nandina domestica/Heavenly-bamooo 2 ) 2 PP a Nandina domestica ‘Harbor Dwarf'/ Harbor Dwarf Nandina Osmanthus delavayi/Delavay Osmanthus Photinia fraseri/Fraser Photinia © Prunus laurocerasus ‘Otto Luyken’/ Otto Luyken Laurel FP) Prunus lusitanica/Portugal Laurel $s Sarcococca ruscifolia/Fragrant Sar. GRASS “Seis: Sodded Grasse ~ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT HERMINA EHRLICH CERTIFICATE NO. 385 ANDSCAPE PLANTING PLAN /7\\ SCALE: size jreet/spacing/remarke 2S 8' ht. min, B&B, multi-trunk, ull, see detail for grates etc. t{B, 5D' oc. or as , § BD oc. clear trunk {" = 20' NORTH GRAPHIC SCALE ( EN FEET ) I igeh = 20° ft: ANTING NOTES so 1. : a at BS Plants shall conform to the latest edition of "American Standards for Nursery Stock" . It ie the Contractor's responsibility to determine quantities. The Contractor shall obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for the work The Contractor shall maintain the landscape work from the date of the first installation until final acceptance but in no case less than 20 days. The Contractor shall provide protection of all property, persone, work in progress, structures, utilities, walks, curbs and paved surfaces during the installation of landecape and irrigation work Verify, and protect the locations of all existing and proposed underground utilities prior to commencement of the work Coordinate the work with irrigation, architectural and civil work Comply with all the requirements of the City of Renton ¢ TlH*lera eae “ancROFILMED : oy REN ED ™ ana a UNPUBLISHED WORK ©2000 MERRICK LENTZ ARCHITECT 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 426/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com 3549 | eeeistereD | ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME DRAWING TITLE LANDSCAPE PLANTING PLAN DATE — FEBRUARY 5, 2001 DRAWN BY HE CHECKED BY . REVISIONS Z\_ UNE I, 2001 ENTIRE SITE PER SITE REVISIONS | — ITY OF RENTON - SA-00-0l02 Division Reaenon ie 6 o1 - __$88°17'25"E — Se oe a EXISTING CURB CUT TO REMAIN NO REVISIONS TO EXISTING PARKING OR PAVING, E REPLACE C&6 WITH Pes , “Sdieaeatt or ae 20-0" me | “ 6 STALLS @ 4-0" 4" WHITE PARKING STALL STRIPING (TYP.) | ai 8 METAL Fl ING R TO MATCH BUILDING) BOND BEAM @ 4-0" 0. | | Se A nea at SO ane eran AND @ TOP W/ 2- #5 BARS CONT. ‘ " Oo! > ES DSEXISTING SIONAL. 3 TO BE REMOVED 1800 - 136th Place N.E., Bellevue, Washington PROPOSED aes | ho | | 425/747-3177 FAX 425/747. TACO TIME £-Ji¢ 2. a ae. ae E-Moil: mlarch@isomedia.c 3135 SF (eRosS) ib / oe A | ia vena! | me Pia, € ROE Es Sa : ) resem. 4 cates Feil ws “ * 4 a hsead eee, 8 Ne | i wera shy So cio .) fh. tee he ee _— ied. £ Se eewrerrinrae ed == PH} eh fe | joes. meee ia a | : : “ARCHITECT SPLIT FACE CONC. BLOCK (PAINT TO MATCH BUILDING) | | (Ti . . Y; rn os | O BE DEMOLISHED % BARS @ 48 pack a. > | r AFTER COMPLETION AND 8" FROM ¢ OF NEW BUILDING) 2 } it ST A L L S al 54 ' -o " 6) S T A L L S @ 4 " THK. CONC. SLAB W/ 6X6-WI4 XW 14 WAM. a Re AD Ae Eeeuahs ig ; + ‘ Ap See es — oo eee od 5 Sala Kat || ed Bae Jaf 4 | | RE ie to Ce eee re tn) BY Y) _.s FILL EXIST. DRAINAGE DEPR Lateran AP , , bef Pfr <i POLE W/ LITHONIA i me | j oe : : A IRC F ADE NATE. © O40" Ge Wm. — nk | par Se Ee Pe. — . LANDSCAPE NOTES , TYPEV (SQUARE) ES. ae aes ge | ee 3 ares CUTOFF DISTRIBUTION ‘ : 3 ee ie et 7 3" WIDE PAINTED STRIPE |. REFER L-| FOR LANDSCAPE PLANTING PLAN. ‘ ee = nor | TYP. 5 Loc's ro be a | ® 3 —— ences SiTe AREA: 45607 or ADJACENT OFF-SITE PARCEL 24518 SF EXISTING BUILDING AREA: 2083 SF GROSS (TO BE DEMOLISHED) DRAWING TITLE PROPOSED NEW BUILDING AREA. 3135 SF GROSS (2842 SF NET) Sw — 3 SITE AREA OF IMPERVIOUS SURFACING. , ONSITE: 22641 SF (112% SITE COVERAGE) PL AN OFF-SITE: 20002 SF (816% SITE COVERAGE) ON-SITE: : \Bie SF (28.7% OF ON-SITE AREA de i CONCRETE CURB DETAIL ; ae -ON , . : : : a Le ae PSogathend (10.4 % OF OFF-SITE AREA) | ke ae or : Soran Anema: aon er (25.\% OVERALL SITE COVERAGE) AP ee ae | ce | oe t =} WHITE PROPOSED NEW BUILDING SETBACKS: DATE NOVEMBER |S, TH: 26'-i0" v iis ; or er DRAWN BY ML West: oe : CHECKED BY . ASPHALT PAVING aa 7 GRADE @ PLANTER eer ee , : , — ciate | 2. | : Saees arm, Stee dearer | i i ee | said . / EXISTING PARKING: 46 STALLS EVISIONS 2i, 2001 act cine a ie 7 4 jesus a OAD IT " . STATE DISABLED pected 8 PARKING TOTAL: 17 STALLS REVISION! UNE pai Bea H SELLE ap ; ae | PARKING PERMIT ——— WHITE LETTERING NET PARICING CHANSE: +3! STALLS “PROPOSED BULDIN: 34 STALLS (|/15 BLDG. SF) snseaill : ct . :SSIBLE SIGN AT VAN SPACE athe Ties ¢ 12" OL. ee : | sak es toe ONLY, TYP. sTRIBU w/ (3) ®4 VERT. - fhe 4 3 | 50 STALLS REGULAR (4x20) 676% BARS oe 2 28 STALLS COMPACT (4'xI6!) 26.4% >" DIA. STEEL PIPE, 4 STALLS ACCESSIBLE (4'x20' - VAN UNLOADING AREA ADJACENT) oe re “o ets IN / LEFT OUT ONLY eneraes To te waniell an moROr (LAD. UNPUBLISHED WORK 25'-0" 3/0 GATE -- — -- —__ _ _ ey CENTERLIN B-4" Ia i OS ON —_ $88°11'25'E | > ES SR et ——_— > > —— — —__—— ee | < a ©2000 MERRICK LENTZ ARCHITECT — 6'-0" HIGH CMU WALL- ely SOUTH SECOND STREET Ee | (eeLir excep ELock © Exr) FS : XISTING CURB CUT TO REMAIN A ' rT CONSTRUCT PER DETAIL hah = 949'-0" VERIFY B'-2' PAVEMENT & ECO (E) —|_-&- OREASE CONTAINER P 49'-6' 2s _» | 1 BE REMOVED a a —— a | NEW STOP SIGN ] EXISTING CURB CUT 1 4. eGo : | van cea ial SS S—E=—S=—= = Salar «sx ana we a _ NEW STREET TREE Il STALLS @ 4-0" + 5' WALK 9 ~ oe / ot is) Ratt a t 33 t 3 3 7 ti a == en $ : _ : | exer / fs B <a; var ae = a = aa: ; ae _ | a = v. set ROOF | | DUMPSTER | j CCEA S CC SICRCOR DOOR CECE POSE SRERY AND ELANTING TO REMAIN] \ 7 ; be * om B (4 SF. MIN) | EXISTING PARKING 4 PT: / fee eeereeeeseseresss = oe J APPROX. IG0'-4" 4 VERIRY i | | 1 — ie. I / +— T = NL h Uo RIO' NO REVISIONS T Ye. (2) CHAIN LINK DOORS ~ /\ Z © EXISTING PARKING OR PAVING, EXCEPT AS SHOWN. | | W/ WOOD SLATS >. J \ ad R28) © i R2 j | <———* aN / \ a 24'-o" i ‘ji ; “a : ~ 7 REMO 20'-0 -o" _ ~ “i 24'-o" REPLACE Cte Won / < -¥ _ ° - gone 3g '-5: | 20-0" —— 24 = | y Y WIDTH = ye = '-0"| 4 Ai Lai Lau 1 on SIDEWALK i | 9 4 6 STALLS @ q'-0" _ "2 y = o) \Z io) 4 A 6| ee VERY / ° Rd! = - Rio! J + 4" WHITE PARKING ie) i 4 - - a v © 4' — A TALL STRIPING 4 fe) 5\DUMPSTER ENCLOSURE . iG oo Ya) STA ive) ol Hi S 5 Oy Sa ee R2' v ©) g/t A | / SCALE: 1/2"=!'-0" REVISED BY H.E. DESIGNS a a = Ra! = wT 36264" = Zio. O/ DEC. 2, 2002 PARKING RS 5 =} Of ie wd : PER SITE CHANGES 9 0 ° a as | VS) 20'-o" . ioe. 20'-o" 8 RO! Ww WHE t be Lit | 2 , | all existine PAVEMENT, TE ey 2 fe) , CURBING, [fn SOR wah 245, (COLOR TO MATCH BUILDING) Z o| & EXIGIING SIDEWALK " PLANTING ETC. TO BE REMOVED |, >tieteat ° ; Ti) 34) @ —___1© #E REMovep zslie- IN |THIS acca aia a = 20-57 BOND BEAM © 4'-0" O.. rl) wo Aj ea | = aan x fy ies be AND @ TOP W 2- #5 BARS CONT. | z 3 Ais ° ae za @ 1800 - 136th Place N.E., Suite 100 EX C + ee DRIVE fo) Bellevue, Washington 98005 <I YY o STN le 4 = ee ron PROPOSED THRE } 3 |! 425/747-3177 FAX 425/747-7149 fe) WW SN) (T® BE PEMOLISHED 9 a Hy fe) 4 TACO TI ME — il ¥ | E-Mail: mlarch@isomedia.com — ——_____AFf a = = SPLIT FACE CONC. BLOCK a > p ae 3B] y xy X= + de (PAINT TO MATCH BUILDING) Wy = BUILDING) 4 o ain 9| 3135 SF (6ROSs) — 8) iy { ee cf o , 20-0 a 2892 SF (NET) -.. 2, S ‘ J #5 BARS © 48" OC. VERT. fi of i ; 3 == a | “ AND 8" FROM CORNERS fs 00COCOt*~<“~*;*é«iR:C# ft = t P ye | _WfeR 66'-Io" Noe re) S|. Wet. ies FO eae ee — — “VS _N@8"17'25"w = SETBACK NS ao | ~ a ) : 35420. mo os ARCHITECT Ty | 7-8 * @ X 16 CMU. WALL } 4 (ee ! Pee \. weRRIcK 0. LENTZ Re __ = eS aaa ? STATE OF WASHINGTON 4" THK. CONC. SLAB W/ | . 9 [ TP POT | feos pF 6X6-NWI4 XW 14 NAM. | ° o ea i es es 24ou y = -h_ 4 -— = '~O" R4' 9 & ; —— — ‘al R35 cy 8 {c= | ial |, | — 24'-0" ’ : Fu al PSeceeSeeeSad 7 acl qo'-0" | PROJECT NAME = ; ee Fs LT F = = _ Mv 7 9/5 4 =H Ul Lt AnEN BELOW GRADE | *| 8 . ASPHALTIC aly a oe | aoe ee | 9 r mn PAVING ars FILL EXIST. DRAINAGE DEPRESSION ©} Jk Ace [#5 BARS @ 48" 0.c. ALT. BENT v 9 Ri ST cone. roomne — , Taco Time. a — 2-#4 BARS CONT. ol oT le" or eo NEB"I1'25"y /6\DUMPSTER ENCLOSURE ! | ro. P| SCALE: 3/4"s|'-O" a / / SITE FLAN / . CONCRETE SIDEWALK SCALE: |" = 20' (EXPOSED AGERESATE) RENTON, WASH. @ 5-0" Of MAX eer rere FY LIONin LANDSCAPE NOTES neq KAS FIXTURES (W/ 400/N METAL HALIDE LAMP) 3/4" RADIUS TYP. TYPEY (SQUARE) |.E.5. , |. REFER L-| FOR LANDSCAPE PLANTING PLAN. CUTOFF DISTRIBUTION Se’ WIDE PAINTED STRIPE , . : TYPICAL 7 LOCATIONS . ya : PROJECT NOTES = 4 4 al 3 g T ies ae Poe ROUNDED SITE CALCULATIONS ; ° SMOOTH GROSS SITE AREA: 452807 SF my) 4 ‘ CONC. CAP ADJACENT OFF-SITE PARCEL: 24513 SF |. ORIGINAL PLAN XY ae eo ae +~——— " TOTAL LANDSCAPE AREA - 11316 SQ. FT. oCO0 0 Yo oe | | | | EXISTING BUILDING AREA: 2883 SF GROSS (261 SF NET) PERIMETER LANDSCAPE AREA - 3400 $@. FT. + Oo CO O O° on ne | TOTAL VEHICULAR AREA - 15,081 S@. FT. DRAWING TITLE ° o | 4: ; ! _ 2. REVISED PLAN O2oQc o 9 ae | 1’ GALY. (2B ARRIER-FREE SYMBOL PROPOSED NEW BUILDING AREA: 3135 SF GROSS (2842 SF NET) ee he eee ee ee ea. | PIPE. FILL TOTAL BUILDING AREA: 6018 SF (13.1% SITE COVERAGE) MENEe LANDEC ARE AREA . Sed Ge Et w/CONC. PRIMED P| / NO SCALE PERIMETER LANDSCAPE AREA - 2, PT 6" " a TOTAL VEHICULAR AREA - 43,923 6Q. FT. , : AND PAINTED AREA OF IMPERVIOUS SURFACING: Pl Paddler concn LAK Q ee Ea. a, ONSITE: 34036 SF (14.3% SITE COVERAGE) ITY OF RENTON NG Mes Shrel . |'-O" ; OFF-SITE: \2368 SF (14.4% SITE COVERAGE) bec fi» EXTRUDED CURB DETAIL Y CONC. WASH | | AREA OF LANDSCAPING: ° 10 2002 4 —_ ON-SITE: IIT7l SF (25.7% OF ON-SITE AREA RECEIVED \AT) SCALE: I\"=1'-0" et OFF-SITE: 6145 SF (25.1 % OF OFF-SITE AREA) ee ee Li ad TOTAL LANDSCAPING: |7916 SF (25.5% OVERALL SITE COVERAGE) WHITE PROPOSED NEW BUILDING HEIGHT: |4'-5' DATE NOVEMBER |I5, 2000 : PROPOSED NEW BUILDING SETBACKS: EXTRUDED CONC. CURB CONC. FOOTING 0 / BLUE BACKGROUND Sent, Sele! DRAWN BY ML. 4 1 " * A EAST: 66'-l0 ASPHALT PAVING GRADE ® PLANTER WAS Pe Aa aa — SOUTH: 55-l0" CHECKED BY . GRANULAR BASE pasgerge RSS ABS IBLF pak teen | seat oie cas ee REVISIONS BY HE. DESIGNS @" ie "| | J==] | (== of | ==] ] ==} EP) J : f fed vA el PARKING PERMIT ——— WHITE LETTERING PROPOSED PARKING TOTAL: 714 STALLS DEC. 97, 2002 PARKING il | Se A REQUIRED NET PARKING CHANGE: +28 STALLS -. VI & SE =i k’ a L y REQUIRED PARKING: HERMINA # OLD BLDG. SITE , Y mn | e1. TEE 9 Q EXISTING BUILDING : 26 STALLS (I/lOO NET BLDG. SF) 4 4 wus er \ L - ee am PROPOSED BUILDING: 34 STALLS (I/75 BLDG. SF) FHILICH TY oe HORIZ. 1 SIGN AT VAN SPACE TOTAL REQUIRED/ALLOWED: 65 STALLS ls a A 7 i ye gl ‘1 a | ACCESSIBLE ONLY, TYP. TOTAL PARKING PROPOSED: 14 SPACES DESIGNS w/ (3) ®4 VERT STACKING SPACE FOR DRIVE-THROUGH LANE: & CARS otis CO-POALED © (Yo O35 On¢ ‘ ales 0 PARKING STALL DISTRIBUTION: LvA Ob’2 architecture & O° So oO O : 2" DIA. STEEL PIPE, 50 STALLS REGULAR (4'x20') 67.6% 00- site planning Grier go © OF 9 2 O l4" re re PAINTED WHITE 2| STALLS COMPACT (4'xl6') 28.4% 713 north 73 street tO a 3 STALLS ACCESSIBLE (4'x20' - VAN UNLOADING AREA ADJACENT. seattle, wa 98103 | Mi Now MoD Ph 206-784-8604 jh» — | NEW CURB CUTS: Fx, 206-789-6855 SOUTHNEST AND NORTHEAST - 25! Ap PROV E D /2 EXTRUDED CURB DETAIL /@)\BOLLARD DETAIL /4\DISABLED PARK'G SIGN SOUTHMEST AND NORTHEAST - 25° \AT SCALE: I\"=|'-O" \AT) SCALE: 3/4"=|'-0" Nay, NO SCALE ALL DRIVE AISLES ARE SIZED FOR TNO-WAY TRAFFIC 2 23/ ail : SA-00-O02 TREE STAKES oF HOSE TREE WIRE STAKING PLAN i ~ TREES 3" MULCH COMPACTED PLANTING 3" TAMPED — PLANTING SOIL MIX UNGLAZED PLANT PIT SURFACE _—_——————_—_ = ——_—_ —_—_ ———— —es oe es _—_—_—_———————_ __ _—_—_— ll hs NEW STREET TREE | ee | [ef my 3 C. SION L Is ~ § .@) I /) 2 aes j 4 Q : i. + f | { ny ¥ as <I y PES Zz *. re aay e @ “ ae ‘i - 3 120) il 2 el | ca “9 ed i 1a P : ©) (C) iW xx TYPICAL ALL PLANTS * PLANTING PIT TWO TIMES SIZE OF ROOT BALL * PRUNE ALL DISEASED AND BROKEN BRANCHES * PLANTING SOIL MIx TO BE 2/3 TOPSOIL, 1/2 COMPOSTED MULCH * MULCH ALL BEDS WITH CRUSHED RED PUMICE - MULCH TREES IN GRASS WITH COMPOSTED MULCH V2" BLACK HOSE W/ 2 STRAND 2GA TWISTED WIRE ] 2, 3-2"X2"K8'-O" STAKES SECURELY DRIVEN INTO GROUND. SOIL MIx SHRUBS TYPICAL PLANTING DETAILS NOT TO SCALE EXISTING - ROCKERY TO REMAIN | dg | | cwsrne PARKIN NEW STOP SIGN YS 4 N88°1T'25"W 36364' i iy 4 PROPOSED me TACO TIME g Oe NOTE Blo > a i A AR 25S QVe_ =—==——= | | SN YNENDY'S PLANT LIST symbol botanical/common name TREES OS NX Red Maple SHRUBS ON FPyrus calleryana 'Chanticleer'/ Chanticleer Flowering Pear Existing on-site tree to be retained —— Existing off-site trees to be retained - C Acer rubrum 'Bowhal|'/Bowha ll Abelia grandiflora ‘Edward Goucher'/ Equward Goucher Abelia A 6B Berberis verruculosa/Warty Barberry Cc Cistus hybridus/White Rockrose (@) Euonymus f. ‘Emerald Gaity'/E.G. Euony. Mo Mahonia aquifolium 'Compacta'/Compact Oregon-grape Nandina domestica/Heavenly-bamboo Nandina domestica 'Haroor Dwarf'/ N © Haroor Dwarf Nandina Osmanthus delavayi/Delavay Osmanthus Prunus laurocerasus 'Otto Luyken'/ O P Otto Luyken Laurel S Sarcococca ruscifolia/Fragrant Sar. & RASS HU Sees Sodded Grass size/root/spacing/rema rks ity responsible for care ¢ maintenance LANDSCAPE PLANTING PLAN (4 SCALE: |" = 20' NORTH GRAPHIC SCALE 20 0 10 20 80 134" cal. min, B&éB, 5D' oc. or as shown, clear trunk to 5' ht., Full 134" cal. min, B&B, 20' oc. clear trunk to @' ht., Full 13" Wt. min. 4' ou.c., Full IB" At. min., 4' o.c¢., Full Ib" ep. min, 4' o.c., Full | gal can, 2' o.c., full IB" Wt. min. 3' o.c., Full I5" wt. min. 3' o.c., Full | gal. can, 2' o.c., full 13" Wt. min. 4' o.c., Full IS" sp. min. 3' o.c., full 13" Wt. min. 4! o.c., Full PLANTING NOTES I. Plants shall conform to the latest edition of "American Standards for Nursery Stock" . 2. It is the Contractor's responsibility to determine quantities. The Contractor shall obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for the work The Contractor shall maintain the landscape work from the date of the first installation until final acceptance but in no case less than ID days. 5. The Contractor shall provide protection of all property, persons, work in progress, structures, utilities, walks, curos and paved surfaces Ouring the installation of landscape and irrigation work Verify, and rotect the locations of all existing and proposed underground utilities prior to commencement of the work Coordinate the work with irrigation, architectural and civil work Comply with all the requirements of the City of Renton + ( IN FEET ) 1 inch = 20 ft. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT HERMINA EHRLICH CERTIFICATE NO. 385 EXPIRES: 3/31/04 HEIMVINA EHRLICH DESIGNS architecture & site planning 7B north 73 street seattle, wa 98103 Ph, 206-784-8604 Fx. 206-789-6855 UNPUBLISHED WORK ©2000 MERRICK LENTZ ARCHITECT MERRICK 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com 3549 | REGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME ‘Taco lime. RENTON, WASH. DRAWING TITLE LANDSCAPE PANNE cps = L AN OF RENTON DEC 10 2002 RECEIVED DATE FEBRUARY 5, 2001 DRAWN BY HE CHECKED BY . REVISIONS /\, UNE II, 2001 — ENTIRE SITE PER SITE REVISIONS A AN. 3, 2002 PER CITY ADD "PARK" A\ DEC. 4,2002 ENTIRE PER SITE REVISIONS L—| SA-0O- OloZ ———_——_——_ — _—_—_ _—_—_—_———_- NEW STREET TREE ———_—_ _ he _—_—_ _ —_— — EXISTING ROCKERY TO REMAIN Z 3 = | UJ | = = Ql: ‘7 Q : = | F | | =xisTINs PARKIN | ! joe a 7 Py : . 7 a di | a. i. | | | | | | & r V7 T 2 ae - i oP : {13 |~~< | wt TS & =| ~~ | 2 Os k . OO T T > ‘ D N88°1T'25"y VW Q Si = SIGN Q eG 363.64' T L ZL) ie > ‘~— D ZY Ds 7 \ s 9 , v) Q — o— ]/o—— | —— Wu | ws ONE gg gn ee gs aw aw ay A a a a ae ) TUT N en A FORE | 4 Ss “a a pe ; ! ar Eerie is =~ FS i { ai A ‘ | ENTRY [if ad! | i > bee > ——____ oe Q | re . fee San PROPOSED 4 i an oe = call TACO TIME o® : a oe Se fe oe aT Ke 2 il ‘ ——__— Fe — — — ge ED vt =e uh ) ‘a : st ~ —@ajy-_ _ _Sss—C—didS N B8°1T'25"U oe + > ves Q Q ‘ | 35420 eins ran wll | . 8 7. B a Q Q Q Q ae __ dma Y | He, | 1%" te ty ea ; Sei thea] @ rT 19" oy metal T 1 § %4"7 ae] las 6 - 278 a aN 2 3 \ ee oe € 3 Uo § T ue ba TSA 1 o _ 1 IQ" eo cae 5 i a cae a ee ) Wea eo _ | Q 7 ia Q : rs ry i_———._— + —@——9 ~ al oS = =| f=) i= = = = Iva" | — —— - - —— ed a — — = —— 7 a — == 3 —=—£0 fo = i ee: ee a a = - __ SSS ss N&s IT'25"y 34429! — = — i ———— o | ye | — — | ro 1e. | | = YNENDY'S We | | | , IRRIGATION SCHEDULE IRRIGATION WATER METER a |" deduct water meter - installed by others - coordinate with civil TIE-IN ASSEMBLY - in locking valve box lY2" Backflow Preventor - Fepco 2@57 double check valve assembly 34, Quick coupling valve (acw? for winterizaton CONTROLLER Rain Bird 4-FProgram Hybrid Controller - ESP-l6éLx+ locate in vicinity of menu board as directed /\ AUTOMATIC RAIN SHUTOFF 4 Rain Bird Rain Cneck automatic rain shutoff locate on roof or as directed /\ ZONE VALVES - in locking valve boxes Rain Bird |" or 1%" Electric Zone Valves - |IOO-PEB or IB@-PEB acy in valve box or separate locking box as indicated I © Pires ———|%" Schedule 49 PYC main line pipe Schedule 40 PVC lateral pipe - |" unless otherwise indicated Sleeves Schedule 40 PVC under all pavement (not shown) size to be two pipe sizes larger than pipe(s) contained place bare copper wire in all sleeves 4" wire sleeve (not shown) under all pavement, through walls and where main line not present HEADS - half unless otherwise indicated use PCD's as needed to control radius no Toro 4' End Strip Seray - S51OZ-6P-4-EST-PC m Toro 4' Side Strip Spray - 510Z-6FP-4-SST-PC o Toro &' Soray - 5IOZ-6P-8-x-PC e Toro |0' Spray - 51OZ-6P-1O-x-PC as Toro |2' Spray - 5IOZ-6P-12-x-PC = Toro |5' Spray - S1OZ-6P-15-x-PC (CY = I5' adjustable arc nozzle) LANDSCAFE IRRIGATION FLAN SCALE: |" = 20' Operational Data I. DRAWING IS DIAGRAMATIC. Common ditch where possible. 2. Existing pressure = 12 psi - verify prior to commencing work Design pressure = 32 psi. 3. Minimum pipe cover: main = 18", laterals = IB". Use triple swing joints. /\4. Run 5 extra wires to the furthest valves in each direction. =i It is the Contractor's responsibility to determine quantities and to conform to the requirements of All| governing agencies. IRRIGATION NOTE THE IRRIGATION DRAWINGS ARE DIAGRAMATIC. FOR CLARITY, PIPES, HEADS AND/OR VALVES MAY BE SHOWN IN PAVED AREAS. ALL THE VALYES, HEADS AND PIPES SHALL BE WITHIN THE PLANTED AREAS UNLESS CROSSING PAVED AREAS. THE VALVES AND CROSSING LOCATIONS SHOWN ARE AS CLOSE TO THEIR "REAL" POSITIONS AS 1S POSSIBLE WITHIN THE CONSTRAINTS OF THE DRAWINGS. ALL PIPES UNDER PAVEMENTS SHALL BE SLEEVED. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. A\ ENTIRE UNPUBLISHED WORK ©2000 MERRICK LENTZ ARCHITECT MERRICK 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com 3549 \ REGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON Zone Data gem size gcvy type X\ Zone | 1938248150 #44" |" yes grass WASHINGTON IV\ Zone 2 41962493165 ie |" no — shrub LANDSCAPE ARGHTECT LY\ Zone 32 193243210 In" no shrub eS /\ Zone 4 168 15.4 \" no Grass norway ayos /\Zone> 168 2128 lla" ges — shrule /\Zone@ 234115 etl" no shrub Zone 1 20+ 11.8 i yes shrub HEIMINA ZoneS 244205 = 1h! no shrub EHRLICH Zone 3 Had 11.4 |" no shrulo DESIGNS /\Zone |\0 2328185 |" Yes shrulo Pe lee /\Zone || 28@116 Mey |" no grass ste pronring Zone 12 B4 212 I" yes grass ‘wechie, wa, 9833 Zone 1B 234 21.4 yo lly" yes grass A 56 789-6885 PROJECT NAME | TacoTime. RENTON, WASH. DRAWING TITLE LANDSCAPE [FRR O Ae EGAN snc PLAN bec i020 RECEIVED FEBRUARY 5, 200! HE DATE DRAWN BY CHECKED BY . REVISIONS /\, WUNE II, 2001 — ENTIRE SITE PER SITE REVISIONS /\, JAN. 3, 2002 PER CITY ADD "PARK" A\ DEC. 4,2002 ENTIRE PER SITE REVISIONS L-2