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HomeMy WebLinkAboutLarge Format----··"'-" _______ ...,,. ~'J", __ ~ ' '\ '::' ' 11' f i i' u I' ,., [< / !' // I I I t LJ f----PROPERTY LINE • • STARBUCKS BUILDING (2,163 S.F.) ~ ~ ' ~ I I I I ~ 1---,i--~ I I I I I I I ~--------NO TREES IN THIS AREA DUE--~-----------~ TO UNDERGROUND UTILITIES --~ N.E. 4TH STREET <1= TACO TIME BUILDING (3,073 S.F.) I L_ ' I I I , I~-~ ,I -{.~2-01 ,, I i I ' 32-01 >-+>-Ill O 10 20 30 feet I I · j I I (.,..,2,,4-!=LA~N..!.!D~S~C~A~P::..!::E=...!P~!L-::!..A~N:!__ ____________________________________ _L-. .J:::-::..rL...±:::::=:1 =~~:::_-..!..1_EB @ SCALE, 1" ~ 10' NORTH PLANT SCHEDULE TREES SHRUBS @ 0 0 ® 0 0 GROUND COVERS BOTANICAL NAME/ COMMON NAME ACER CIRCINATUM / VINE MAPLE MULTI-STEM EXISTING TO BE REMOVED LIQUIDAMBAR STYRACIFLUA / AMERICAN SWEET GUM BOTANICAL NAME/ COMMON NAME CALAMAGROSTIS X ACUTIFLORA 'AVALANCHE'/ FEATHER REED GRASS CORNUS STOLONIFERA 'KELSEYI' / KELSEY DOGWOOD HEBE X 'RED EDGE'/ HEBE HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS ILEX CRENATA 'SKY PENCIL'/ SKY PENCIL JAPANESE HOLLY PAXISTIMA MYRSINITES / OREGON BOXWOOD ROSA RUGOSA / RUGOSA ROSE THUJA OCCIDENTALIS 'EMERALD'/ EMERALD ARBORVITAE 5'-6' HEIGHT BOTANICAL NAME/ COMMON NAME ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK FRAGARIA CHILOENSIS / BEACH STRAWBERRY CONT CAL SIZE QTY B&B 2"CAL 8' MIN, N/A 4 B&B 3"CAL 6 CONT QTY 5 GAL 27 5 GAL 4 5GAL 166 2 GAL 209 B&B 20 5 GAL 85 5GAL 62 5 GAL 14 CONT SPACING QTY 1 GAL 24" o.c. 237 1 GAL 30" 0.C. 88 DETAIL 4/L3.01 4/L3.01 4/L3.01 DETAIL II §I I; ~ ! if oe: I§ u ii ;! m ...... 3/L3.01 SEN. 3/L3.01 3/L3 01 cil@Va 3/L3.01 STATE OF 3/L3.01 WASHINGTON REGISTERED LANDSCAPE ARCHITECT 3/L3.01 ~ 3/L3.01 LICENSE NO. 1036 EXPIRES ON 4/6/2016 3/L3.01 DETAIL 2/L3.01 2/L3.01 TURF SEED FESCUE BLEND SOD 520 SF 2/L3.01 REFERENCE NOTES SCHEDULE 32 EXTERIOR IMPROVEMENTS SYMBOL DESCRIPTION J32-01 ~ DECORATIVE WOOD FENCE PANELS 01 GENERAL REQUIREMENTS SYMBOL DESCRIPTION I .· . < .. I WET SEASON COVER MEASURES -SEE CIVIL QTY 30 LF QTY 5,556 SF DETAIL 5/L3.01 DETAIL LANDSCAPE ANALYSIS/ LOT COVERAGE ANALYSIS: TOTAL SQUARE FOOTAGE OF SITE, 33,702 S.F. TOTAL SQUARE FOOTAGE OF EXISTING IMPERVIOUS SURFACE AREAS, 31,017 S.F. TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE AREAS, 28,835 S.F. BUILDING SQUARE FOOTAGE, 5,236 S.F. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES, 15.5% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING; PERIMETER -2,535 S.F. INTERIOR -2,339 S.F. TREE PRESERVATION/ REPLACEMENT NOTES: PER RMC 4-4-130, NUMBER OF PROTECTED TREES TO BE RETAINED, 4 X 5% = PROTECTED TREES RETAINED= REQUIREED TOTAL CALIPER INCHES OF REPLACEMENT TREES = TOTAL CALIPER INCHES OF REPLACEMENT TREES PROVIDED = .2 (ROUNDED UP)= 1 0 12 CALIPER INCHES 14 z 0 I-z w 0::: I- Cf) w s I (J) I-I!) 0 0::: co CJ) 0 <( I-5 z z z UJ i:2 2 w Cf) a. z 0 20 UJ ..J a:: UJ _z > 1-· UJ I-<( (/) Cl I UJ o-1 I- 2 "' t; I-OI w LIJ 0 <(Q z ...., "' 0 0 ~ et:: ~ I-I ~ a.. "' - 04.6.15 """ IICI. 13245 CMX) flE LANDSCAPE PLAN BCRA• ill CO Pt RIGHT . ecRA.lf!C. ,\l.lRlGIITSRES.R\·EO f<FC:E 1 ·JEl) APR 1' ?0'.4 L 1 . 0 1 Cl1Y 01' 1EN!ON . PLANNIN( D\V\S\ON SITE REVIEW "' isl <D 0 @ n . ! j : I SCHEMATIC IRRIGATION PLAN 20 30 feet ED NORTH IRRIGATION SCHEDULE SYMBOL DESCRIPTION PRECIP PSI GPM SHRUB AREA FOR DRIP EMIITERS -MEDIUM DENSITY ONE OR MORE DRIP EMITTERS PER PLANT, WITH DRIP TUBING EITHER ABOVE OR BELOW GRADE. 90% OR LESS FOLIAGE COVERAGE OF THE PLANTED AREA. 4,601 S.F. 0.45 in/h 25 22 SYMBOL SYMBOL ® © ---- MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-LF-100-PRF ,, LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE, 3/4 PRESSURE REGULATING RBY FILTER, AND 30PSI PRESSURE REGULATOR. 0.2GPM-5GPM. MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD PEB-PRS-D 1" 1" 1-1/2" 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERAT,ING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. FEBCO 850 1" N 1/2" TO 2" DOUBLE CHECK BACKFLOW PREVENTIO , RAIN BIRD ESP8LXME WITH (01) ESPLXMSM4 12 STATION COMMERCIAL CONTROLLER. MOUNTED ON A PLASTIC WALL MOUNT. WATER METER 1" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SOR 13.5 FOR PIPES 2" AND LARGER. ONL y LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 Valve Callout r-"f\ ____ Valve Number ~#~--Valve Flow \E Valve Size IRRIGATION NOTES: QTY 6 QTY 1 1 1 1 499.2 L.F. 441.3 L.F. THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE 1 · 100% COVERAGE FOR ALL LANDSCAPED AREAS. ATION INSTRUCTIONS. 2. REFER TO SPECIFICATIONSAALNADNDDEMTAUINLISCFIP~~ ~ib~~L FOR WORK NECESSARY IN IRRIGATION MEET ALL APPLICABLE LOG 3. SYSTEM INSTALLATION. PAY FOR ALL LICENSES, PERMITS, AND USE/SALES 4. THE CONTRACTOR SHALL o:;~j~tf D TAXES APPLICABLE TO THIS · TO CONSTRUCTION. NOTIFY OWNER/LANDSCAPE 6. VERIFY ALL SITE INFORRMEAPTAIONNCIEPSRFIORROM PREPARED IRRIGATION PLANS. ARCHITECT OF ANY DISC TO BEGINNING OF WORK. CONTRACTOR 7. LOCATE ALL UNDERGROUNDFOURTILDITAIMESAG~RI~~ UNDERGROUND UTILITIES CAUSED BY SHALL BE RESPONSIBLE INSTALLATION OF IRRIGATION SYSTE~OORDINATE IRRIGATION SYSTEM INSTALLATION WITH 8. CONTRACTOR IS TO REFER TO ANFDLICTING LOCATIONS BETWEEN PIPING AND LANDSCAPE LANDSCAPE PLANS. AVOID CON MATERIAL, EDGING, ETC. TIC CONTRACTOR IS TO VERIFY LOCATION AND 9 TAP LOCATION ON PLAN IS SCHEMA ' . COORDINATE WITH OWNER AND ALL OT~~~fli~p~i'~:8;/ALVES, ETC. DOWNSTREAM FROM 10 CONTRACTOR IS TO PROVIDE ALL NE ' INES . POINT OF CONNECTION NOT INSTALLED BY OTHER ~1~~6L FLOW AT POINT OF CONNECTION 11 CONTRACTOR IS TO VERIFY AVAILABLE PRESSUR E UIPMENT AND NOTIFY LANDSCAPE . PRIOR TO INSTALLATION OF IRRIGATION Ff~t1~MTO ~OTIFY LANDSCAPE ARCHITECT WILL ARCHITECT WITH VERIFICATION FIG~~~SNSIBILITY FOR ANY ALTERATIONS TO THE PLAN DUE RESULT IN CONTRACTOR TAKING RE WN RISK TO VARIATIONS OF PRESSURE OR FLOW ATA~l~/HL~RWO POINTS. TO ALLOW FOR SYSTEM 12. INSTALL MANUAL DRAIN VALVES AT WINTERIZATION. SLEEVING WITH BUILDING CONSTRUCTION 13. CONTRACTOR TO COORDINATE INSTAL~~~~K~ ALL SLEEVING UNDER PAVED SURFACES AND INSTALLATION OF PAVING AND SID UNLE.SS OTHERWISE NOTED. ALL MAINLINES, SHOWN ON PLANS IS BY CONTRACTOR ES UNDER PAVED SURFACES ARE TO BE LATERAL LINES, DRIP LINES AND CONTROL WIR DETAIL AND SPECIFICATIONS. INSTALLED IN SLEEVING. INSTALL SLEEV~~g AUSN~~~ PAVING SHALL BE INSTALLED PRIOR TO 14. ALL PIPING, PVC ELECTRICAL SLEEVES, HER. TURNS IN PIPING SHALL BE LOCATED UNDER PAVING WORK. NO TEES, ELLS OR OT CAP ALL ENDS HAND TIGHT PRIOR TO PAVING EXCEPT WHERE SHOWN ON DE~~~~LL NON-PRESSURE LATERAL LINE PIPING BACKFILL USE PVC SCHEDULE 40 PIP INSTALLED UNDER PAVED AREAS. L POWER TO THE AUTOMATIC CONTROLLER. 15 CONTRACTOR IS TO PROVIDE ELECTRICA A CHITECT . COORDINATE LOCATION WITH OWNER/LANDSCA~EWl~ES FROM EACH CONTROLLER TO THE 16. CONTRACTOR SHALL EXTEND SPARE co~~~~OLLER SEE DETAILS AND SPECIFICATIONS END OF THE MAINLINE SERVING THA~ C -. FOR NUMBER OF SPARE WIRES AND INSTALL~l~~o~i-lN DETAILS. USE TEFLON TAPE OR 17. INSTALL ALL MATERIALS AND EQUIPMEN~:READS ON ALL IRRIGATION SWING JOINT AND TEFLON PIPE DOPE ON ALL MALE PIPE VALVE ASSEMBLIES. AND COMPACTED TO THE SAME DENSITY AS THE 18 ALL TRENCHES TO BE PUDDLED . UNDISTURBED ADJACENT SOIILR. RIGATION AUDIT FOR IRRIGATION ZONES AS PART OF FINAL 19. CONTRACTOR TO PERFORM IRRIGATION ACCEPTANCE. AT ALL IRRIGATION EQUIPMENT BE INSTALLED IN 20. IT IS THE INTENT OF THIS DESIGN TP~OPERTY LIMITS ANY EQUIPMENT SHOWN OUTSIDE LANDSCAPED AREAS AND WITHIN THELOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE OF THESE LIMITS IS SHOWN IN THAT UM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. BOXES SHALL BE INSTALLED A MINIM RAINAGE SWALES. AND A MINIMUM OF 3'-0" FROM THE CENTERLINE OF A~ fN EXISTING SYSTEM, CONTRACTOR 21. IF PROPOSED IRRIGATION SYSTEM IS CON~~~i~~G ;OTH EXISTING AND NEW IRRIGATION IS RESPONSIBLE FOR TESTING AND VE SYSTEMS PROVIDE 100% COVERAGE. II ~ u m STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHIT~ ~~. 04.6.15 IICl!A NO. 13245 C!llD Fl£ LICENSE NO. 1036 EXPIRES ON 4/6/2016 0) L!) 0 00 0) ~ SHEET 1lllE SCHEMATIC IRRIGATION PLAN BCRA• ©CO~~RIGHT • BCF<I', INC.Al..t f<JGHTS RESER'J!;O SHEET Rt CE IV\ .D L2.01 iWR 1 'I ?.Q 4 SITE REVIEW _ .,"" ""~ tON C NGDNIS\ON piJ>,.NNI - 6:i w w ~ J;- "' " 'U ~ "- w "-<3 U1 0 3 ~ 0 :; ~ N "' ~ © E 0 C "' li: E Q_ "' "' ,0 0 N "' 0 ~ Q_ <C 'O w ti 0 a: w ~ 0 0 \ \/ \/ -0----0----0- \ I 0------0-----0------0-- o· 0 (X) EQ o--'-'----o--~·--o /\ /\ /\ DISTANCE (X) AS SPECIFIED IN THE PLANT SCHEDULE. \ ~------PLANT SO THAT TOP OF CONTAINER ROOTBALL IS LEVEL W/ FINISHED GRADE. ------PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO STEM. ---FORM SAUCER W/ 3" CONTINUOUS RIM, PLANT i111 1 m.··i i· -, 1-IIIT •• ' T . 1-1 Ti-, _l ----1 .. •.·· ... ·.·.··.·. ·. · •. · ... · .. ''.•.· .. ·· .. ·.· .. , . I 1 "'ll I I 1=111-, · · .· ·. ~I= 111 1 -fflB_I I l~I 11~111~111' n-,, i-· 111 ,l 1 -111=111=111=111-· SO THAT TOP OF ROOT BALL IS LEVEL W/ THE FINISHED GRADE. MULCH SCARIFY TO 5" DEPTH. ~ ~>)0~ ~~ PLANT SO THAT TOP OF ROOTBALL IS LEVEL W/ FINISH GRADE. f OF SHRUB BRANCHES. FORM W/ 3" CONT. RIM. [ PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE MULCH WATER AND TAMP POCKETS TO REMOVE AIR. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. REMOVE ALL CONTAINER MATERIAL. PLACE OVER UNDISTURBED SOIL. VARIES, ROOTBALL + 12" ~+-------UNDISTURBED SOIL 1 ,---~~~~~~~ Ci) PLANT SPACING 1" " 1 '-0" 329300-03 ( 2 ~; :=~~UNO COVER PLANTING 329333.93-11 G\-S_ 1 ,, __ H_ 1 .R __ 0 .. U_B_P_LA_N_T_IN_G_-_C_O_N_TA_I_N_E_R _______ _ \V 329333.13-01 10'-0" I 1" X 6" CEDAR CAP ----1" x 4" CEDAR SLATS l=============l=====le================,j-~-1/2" SPACING BUILDING SIDE ' ' DRIVEWAY SIDE BETWEEN SLATS, TYP. n-~----------------t---114" SPACING BETWEEN SLAT ENDS, TYP. 4" MINIMUM ON EACH SIDE l============/,=====le=================! OF POST, TYP. -2' DEPTH ~--+ol+-Hf-i'l-fl--1-1/2" STAINLESS STEEL WOOD SCREWS, (2) EACH END OF WOOD SLAT I CONCRETE FOOTING - J ts=-1-f.rn---Hr=r·:;:,!F;,'"i"I~:;:,;;;:,;::~. ~. ~-;::, ::;:;. ;::-:;::;;;.~ ;,:,. ~~z-ir !T'i''l1r.;;;, __ -~~ ... '_-_::. ;;.---.;;:. ___ :::_ .. ;:_ ::.:~. =;::, =:::--=.-.:;::~ . .,...:::_. __ =-=-=.::_ =-r=' 4 1rr.,..,.,--:"".~--------....--'t';Ht--..- / 1. jC:-! . " ' .::•.·~ --/Ji _; i i I ' ' ' :.,tr:: i " 41 . . ' i '!.';::, : ' 1-<!'ltl FINISH GRADE NOTE: ALL CONNECTIONS SHALL BE MADE USING STAINLESS STEEL WOOD SCREWS OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON THE PLANS, ALL POSTS SHOULD BE TREATED FOR GROUND CONTACT, ALL WOOD SHALL BE STAINED A NEUTRAL (CLEAR) COLOR ':--l d :L I i tl ~ l . : ' i d - l · 1 i · I : -" . '/c,, 'i•:"-T l '''\._ ~ 1?'I)i•1;L~~, y ~I· 1~·-·····-'·'~J ' -.: ' '' ' . _:_-: I ··1': --I '·- I!' ... ' . ! -·' I I! I, ,---, 1 ··-·-:-: I -· i.:°; ''' ! I. ·.,·: I : I·· -l' '. ' 1-_- ' • I - • , , 1 ·---~-; I : _ i ; -'i ,--'-";!' 'i- ~+---COMPACTED AGGREGATE BASE I r , 30" HORIZONTAL SLAT WOOD FENCE I 5 ,1-~~~~~~~~~~~~~~~~~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- '-~ 3/4" = 1'-0" 323129.23-56 ---------------- NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAl(ING AND MULCHING. 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. ~-----ATTACH GUY WIRE TO 2" CANVAS STRAP OR APPROVED EQUIV. THROUGH GROMMETS. PLAN (2) 12 GAUGE GALV. GUY WIRES W/1/2" DIA. X 18" P.V.C. PIPE ON EACH WIRE. 4 ,t------(3) 2"X2" STAKE, DRIVE (MIN 24") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING. ~~--1~======~==· ~---PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED 1 -111·,.· ==1 1=-·-.. ·-.. -1 llli ' I_I I 11 > =11=1 _1:::lil · -11 .111 111. GRADE. TAPER MULCH DOWN TO TOP OF ROOT BALL, KEEP MULCH FROM CONTACTING TRUNK OF TREE. --+"+-----I-PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO TREE TRUNK. MULCH, SEE SPECS. ~,J~FJta-~~~JJ/---cuT AND REMOVE ALL TWINE WRAPPING AND BURLAP H-ft=:ftt:,J--W.ATER AND TAMP POCKETS TO REMOVE AIR. FULLY REMOVE WIRE BASKET FROM ROOTBALL. ""t+Ft---UNDISTURBED SOIL "ffi.!.!.'7tt'-'J.;'!li'-.Lt,'ft'.J-"rt---T AMPED SOIL SUPPORT. =++=~=-1-.=Fl+=-l+J'--SCARIFIED EXISTING SOIL . .r---2 X BALL DIA ---,r DECIDUOUS TREE PLANTING 1"=1'~0" 329343.43-99 PLANTING NOTES: 1. LANDSCAPE CONTRACTOR SHALL LOCATE ALL TREES, SHRUBS AND PLANTING BEDS ACCORDING TO LOCATIONS SHOWN ON DRAWINGS. ALL PLANTING LOCATIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE START OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR SHALL MAKE MODIFICATIONS IN LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. 2. THE PLANT SCHEDULE IS FOR CONTRACTOR'S CONVENIENCE ONLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND REPORTING IN WRITING TO THE LANDSCAPE ARCHITECT ANY CONFLICTS RELATIVE TO IMPLEMENTATION OF THE LANDSCAPE CONSTRUCTION DOCUMENTS. BCRA SHALL 3. 4. NOT ASSUME ANY ERRORS OR OMISSIONS IN THE PLANT SCHEDULE LISTED HEREIN. THE PLANT SYMBOLS SHOWN ON THE LANDSCAPE PLAN SHALL PREVAIL SHOULD THERE BE ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLAN AND PLANT SCHEDULE. LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT PROTECTION AND MAINTENANCE THROUGHOUT INSTALLATION AND UNTIL FINAL ACCEPTANCE OF LANDSCAPE INSTALLATION AS FOLLOWS: A) ALL PLANT MATERIAL SHALL BE PROTECTED, FROM TIME OF DIGGING TO TIME OF FINAL ACCEPTANCE, FROM INJURY, EXCESSIVE DRYING FROM WINDS, IMPROPER VENTILATION, OVER-WATERING, FREEZING, HIGH TEMPERATURES, OR ANY OTHER CONDITION DAMAGING TO PLANTS. B) PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IF POSSIBLE. ALL PLANTS NOT PLANTED ON THE DAY OF DELIVERY SHALL BE PLACED IN A TEMPORARY NURSERY AND KEPT MOIST, SHADED, AND PROTECTED FROM THE SUN AND WIND. EACH ROOTBALL SHALL BE COVERED ENTIRELY WITH MULCH. ALL PLANT MATERIALS SHALL BE INSTALLED PER THE PLAN DRAWINGS AND SPECIFICATIONS. C) LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIALS THAT COMPLY WITH THE REQUIREMENTS OF THE MOST RECENT ANSI Z 60.1 "STANDARDS FOR NURSERY STOCK'" UNLESS OTHERWISE SPECIFIED. CALIPER OF B&B TREES SHALL BE TAKEN 6 INCHES ABOVE THE GROUND UP TO AND INCLUDING 4 INCH CALIPER SIZE, AND 12 INCHES ABOVE THE GROUND FOR LARGER SIZES. D) PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. E) PLANT MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL SETBACKS, CLEAR ZONES AND SIGHT TRIANGLES REQUIRED BY ALL LOCAL AND MUNICIPAL CODES WHERE APPLICABLE. STATE OF WASHINGTON REGISTERED LANDSCA~JJ£2, ~~¥cwAIN - IICP,\NO. 13245 LICENSE NO. 1036 EXPIRES ON 4/6/2016 SIIIEf 1TII£ PLANTING DETAILS BCRA• @ CGP<RIGHT • ecRA, me. ~UL RIGHTS RESER'/EO 5. LANDSCAPE CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE INSTALLATION IS ... -. COORDINATED WITH THE PLANS PREPARED BY OTHER CONSULTANTS so THJff,IJ!'ll~fJ Jt·.L) L3 o 1 PROPOSED GRADING, STORM DRAINAGE OR OTHER PROPOSED CONSTRUCTIONIQEJES ., ·~ • NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE ,WR l' ,G• LANDSCAPE ELEMENTS AS DESIGNATED ON THIS PLAN. c•-Of ;1.!',l\\10\~, SITE REVIEW .. -------------------------------------------------------------------------------------------------------------------------------------------~'l:='~·-~ONiS\Ol'i Pl <( ::, (/) "' w ~ z ~ a:, ~ • " "' N <( I m (/) I "' ... 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I \( -_..__I_: -4---4-~.........i 1 I _ 2'-6" 6'-o" '-o' s'-6" '-a' 3'fo" 8'-o" 2'-0" 4'-o" 3'-o" B'-o" L ----------+e-'4--------L-------~4-----------~ 44'-o" 0 CD 0 RECEIVE(> APH l 7 li' CI ' ·' Pl ANN!NG C'.,i,~ SEAL I] < ~ u al (f) 0 z ::i I (.9 I z 0 1-z w 0::: 1-z w ~ Cl. 0 .....I w I-> zw ~o 0.. gw ~ ~ 0) w -U) 01-i-:g w (/) 0) 2 0 I<( i-i= ':;:s ~oS:;2~5 3u....._ ... !;:: 0::: <( I-;:: w o_ I-" Ct: ROOIONS DATE 07.11.14 !lCRA NO, 13245 C>DD FILE 13245-SB-2.01.DWG SHEET TITLE RETAIL BUILDING PLANS BCRA II " 8 "' '" i S2 Q) 13 ., ~ " "':I " 8 ~~ ~~ t~ ~ ~ "' ..; V) l(l "1 ~ "' ~~ ~ ~~ si ~ "'~ ~~ >-"' - O:ICCPYRIO<IT 2014 • Sc:.RA, INC:,ALL RlGHlSHE~EHVED SHEET A2.01 PERMIT SET 00 © ® I I I I I I I I I I -- I I I I I I ------ EXTERIOR LIGHTING I UNDER CANOPY ' I T, I I I I I I I ' I I I I I I \ I I -@ / . ~~ I e-J ~ --.. - . LJLJiDD D . ~ -@ - ~ .. . - ~ ' = • . -\ -. @ \ < f) I -\ I - -~ D "' ~c ~~u( !t~IT1oc5~ ~ D p:N '~~ 00~ ~ \. \ \ Q )~~ a.·,--•?;:>< l';i'>< Qt'" \ ~~ 'I K ' I R. I R '-\ WALL SCONCE / 0 SOUTH ELEVATION (NE 4TH ST.) SCALE: 1/4" = 1'-0" 0 © ® I j I / I r I I I I I I I I I I I I "" ---. -----:,; VI °' I I w a, I z I A I a:, ~ ~ / -- ~ / - "' / ~ "' / ,-.. "" I . I .. a:, - VI .. - I "' .. - ~ .. N .,., -. -~ . E 0 C . -"' cc . . E Q. ,-.. ... n I ~~~~~~~'EQ-~V~~m_ "' 0 N ,0 O 0(1~)0()0()0\)0()f;?\0()0()0\)0\)0()0q' - L WALL SCONCE / Q. "" "O 0 NORTH ELEVATION (P.ARKING LOT) w "' 0 0:: w SCALE: 1 / 4" = 1 '-0" ~ 0 C, EXTERIOR FINISH SCHEDULE EXTERIOR FINISH LEGEND ITEM MATERIAL FINISH AL ALUMINUM CANOPY RODS STEEL PT-RD AN ANODIZED CHANNEL CANOPIES STEEL PT-RD HM HOLLOW METAL COPINGS/FLASHINGS SHEET METAL FF -AEP SPAN "COOL/WEATHERED COPPER" MRP-R1 METAL ROOFING PANEL TYPE 1 -AEP SPAN "COOL/WEATHERED COPPER" DOWNSPOUTS SHEET METAL PT -AEP SPAN "COOL PARCHMENT" PT-RA PAINT TYPE A -SHERWIN WILLIAMS #SW7020 "BLACK FOX" GUTTERS SHEET METAL FF -AEP SPAN "COOL PARCHMENT" PT-RB PAINT TYPE B -BENJAMIN MOORE #2140-30 "DARK OLIVE" HOLLOW METAL DOORS AND FRAMES HM Pf-RA PT-RC PAINT TYPE C -AEP SPAN "COOL PARCHMENT" HORIZ. LAP SIDING W/ 4" EXPOSURE HARDIEPLANK FIBER CEMENT SIDING PT-RB PT-RD PAINT TYPE D -BENJAMIN MOORE #2094-10 "BURNT CINNAMON" METAL ROOF PANELS -MRP STEEL MRP-R1 RAKES, EAVES AND FASCIA WOOD PT-RA ROOFTOP MECHANICAL EQUIPMENT STEEL PT TO MATCH PT-RB OR PT-RC METAL SIDING ALUMINUM PT-RC STONE VENEER ELDORADO STONE, MOUNTAIN LEDGE, "PIONEER" FF STOREFRONT SYSTEMS ALUMINUM ANODIZED MECHANICAL SCREEN WOOD PT-RA 0 8 0 0 FUTURE SIGNAGE I I I I a::::: k I I I / ---= ~- TCJl'OF_l'LATE AT GRID 1 $ --/ ------~ ------TOP OF PLATE AT GRID 1.s.. r-----------/ 22'-6" AFF ----::::~ 22' -6" AFF 'f" / c---I / I ---/ I I I/ ~ ~ /1\ .Y EXTERIOR LIGHTING /I -\ /~ / I I UNDER CANOPY TOP OF lpLATE AT GRID 4~ / ' ,_ \ 1-11-6-.. -I / I ----~ -I- -I \ , ---\ I __i:op _QF PARAPET$ \ I TOP _Q_F PARAPET$ .. . I I I I I \ -_;.: 15'-6" AFF j 15'-6" AFF \ j § ~ @ ' @ • N I ,~ H: ..... N ~ 0 ~ D 00:00 ~oo=~ -@ ~ --~ - f------~ ~ --~ - =~ ~-.. ....____ \ / ~-------------= ~ / . @ .. § /i I ,---.... ~ (: I'> --.._ ~ / i . ~------D 5~ ~ I ){ ), '--;;::z:c ~ J._7\ h -2.\. )~\ )~\ )\ 7\ )\ .7\ )\ ll._ ~~~J/=:J/{) ~ Jci)5i)ci ~c(J~Jih(P{_h / ....____ / ....____ / ....____ / / TOP OF SLAB ,., ~ 0{ ,( 'x{ 10( 10{ ~~ ,1 'to< lOI 10< ,1 O< JO< "\c-,1 Jc,1 JO< JO( TOP OF SLAB~ o· -o" AFF"' .i / o'-o" AFF.,.. WALL SCONCE 0 EAST ELEVATION (PARKING LOT) SCALE: 1 / 4" = 1'-0" 00 0 0 0 CD I I I I I I I~~ C I I I I I I I I I I ...-----::::~ OP OF PLATE AT GRID 1$ . ------22'-6" AFF I I I I ~ I I I I~~ -11\ /1\ TOP OF PLATE __E GRID 4 $ ~\ /~ I I I 17'-6" _ _ ~ 1-TO_f'__OF PLATE AT GRID 4 $-I , -/ . \ 17'-6" I I I I I ' __i:OP _QF PARAPET$ I I TOP OF PARAPET$ ---I \ I 15'-6" AFF I __ ! I 15' -6" AFF -. ' \ -~ ~ D~:~ ' . . ' . .. . --" -~ ~ '--. . ~ I .. ,., N -~ I -=l I .. .. ' .. . . . -DD . . ; .. .. . @ - --. - . . ~ .. j /\ ~\ ~~~~~~tz_' Q r/oJ$ ~ ~~~~~~v~~~~ ,1._ >, ./\ i, 1.\. JY J,"----7\ >' ./ \ I \ -!.. \. ), "----7 ~~c(J;D~ ~D'f ~~~)0{)0{ Ll)0()0\)0{):;t '( 0{ 0( ':; TOP OF SLAB .,__ )0\ 0\ 0\ )O< )G{)O\ )O< CT( )0 0 0{ f;?\61 ,, ,/ 10( 10' --~ I] " ~! ~ O> ~ ;la <( g;i l~ ~~ ~ ~~ :;} ~ tQ "' u ~ => ~I "' ~~ CQ ~~ ::l "' "' 0 I-;:; Sf}j, 5664 REGISLtR~) -----) ARCljJTECI -~ . A _/ __ ,.,, /-~---"'"~ C -, __ !..J .. --- DOUGLAS P."OBERST ... , STATE;QF WASHINGTON Cl) 0 z <( _J I CJ I z 0 I-z w 0:: I-z w ~ 0.. 0 _J w f-> zw ~o 0.. gw ~~ LU -ffi 0 I-. 0 I-00 w (J) Cl> ~ 0 :c-,,: l--f-1;;;:s ~o~\!/6 6 u "Q" !z a:: <( I-;:: w D.. f-" O'. ""'"°"" 07.11.14 BCRA NO. 13245 CIIJO f1l£ 13245-SB-7.01.DWG SHEET Tillf RETAIL BUILDING ELEVATIONS BCRA II OCOPYRIGHT 2il14 -SCR/1.l~C.ALLRIGHTSRESE/l'IED SHEET ! 1 I (i ' I. ri,, I I I I li x' s--1 f\ ,' k-·1 TOP OF SLAB$ o' -0" AFF 'f" Rl~CE\Vf: -WEST ELEVATION (LANDSCAPE BUFFER) r 'I /WR 1 'I ?G', 0 A?.01 1 '-~ SCALE: 1 / 4" = 1 '-0" Cli'l Of ,if!,; ' -v 01 ANN\NG c,i ,: \, . PERMIT SET (j) 0 z ~ I (9 I z 0 1-z w a: w ~ -l-o ~ I- \\ L; /I \ I ___ / 11 ,.. ct 'I STA: 9+88,99 I, OFF: 19.~p //' ~/ ~ ------=------t'l --------=-~-"-~ ' ~.;~-- -.F'.:J.~. --. I' \)I _:f-- TIE INTO EXISTING CURB STA: 9+93.38 OFF: 118.98'R 12 ', '' \\ '' \- ~ -~/ STA: 9+93.53 I OFF: 107.67'R -' C!T y' / iC,H~ MATCHLINE -SEE RIGHT /, /'·\, ,;\> 11 /'/ ,1 /_,,-/ : /// STA: 9+99.61 I ~-OFF: 13.12'R I // '/ ~=::::::;:c==.==':;z~=aaaa=~~----,--~--"'==e.==-====-·0::· =::::;.:===~=c::;:':c:::'=:i'.===:J ~STA: 10+00.00 --------_,,__ -STA: 10+01.01·---+---I---- OFF: 112.62'R OFF: 13.12'R LEGEND --PROPERTY/BOUNDARY LINE SETBACK LINE I ',' A 'I V7fl?7Am BUILDING FOOTPRINT ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT CEMENT CONCRETE PAVEMENT -HEAVY DUTY CEMENT CONCRETE CURB \ MATCHLINE • SEE LEFT LIGHT POLE SHOWN FOR REFERENCE ONLY. REFER TO SITE LIGHTING PLAN. " \\ 10 \ ,', 11 1 MATCH EXISTING__..- PAVEMENT (TYP.) ' ., _1::;rr " 'i i I I I' ' '' / / ,, !/ // l/ / i /i ' I \ I j\ I . \ C 1 C 2 8.5' C 3 C 4 10.6' 6 7 8 9 10 11 L 6 \ \ <I A <I . '<J 4 . ·~ · A STA: 1 O'i-54..4 .d r. -- <l OFF: 71.63' .. R+· -4+--·-'4tc"'-·--,· pi' ,.·4..,· ..1',... ·.,~l..l,·;.l...,-.Cn:u-Tru~fi"'-::::19'1i----"-"-:~,-----l <l ·. A L35 STA: 10+54. 7 <l \ " . <1 4. " 4 '' <1 1,2 -":: OFF: 29.63 1...,-'"' V~M,,U~t,-+--4.3~ .... --~ ......... -® \ \ ' B ILDING SETBACK LINE APPROXIMATE LOCATION OF 1 O' WIDE STORM EASEMENT REC. NO. 8312050539 EXC. 10. TO BE RELOCATED. -1 4" ' _j' . I 'I , I ' 11 18,------t ': \ STA: 11+40. ~O C\ L2 \I ~1 -" I I I 24 .,j .4 STARBUCKS BUILDING 2,163 SQ. FT. D 15' STORM NT PUBLIC \ I I "1 \' I I I .. J I " I .. I .11 ' 11ai-------. 1J --'-4 L----·-c-;;-~~..,J " 4 OFF:~213.92R -~I-;,~;-~\====~=~~ ---~~ ~i-~H+ II "<>,,...-,, '{ -;] f '1 -POWER ~SMENT REC 2 // \, I 1\ / I '-fi j NO. 8303220985 EXC. ' ;// \\I 11 //'.: f-[Ji_J \\ Ji --.... -·---.: ... -r::z:~= .. =_.,.,:: __ ~L· =~· ,;::.· ,..:::k:;:s 4 13 .1 . ', 17 TEMP. CONSTRUCTION EASEMENT A REC. NO. 20120416000526 EXC. 12 '<-" "'" .</ "'· C21 20 ". 22 23 24 ·A " MENU BOARD~ BY OTHERS 0<"o·~t<==r===~d 0 f--lf---\23 I 3 " .6' r---+--{ 4 TACO TIME BUILQING 3,069 SQ. FT.I iTA: 11+20.47 ?FF: 69.96'R AREA OF ]BLANKET CONTAINING 1 O' POWER, EASMENT REC. 4 NO. 8308120632 EXC. 9 • 11 +24.37 ORDER SIGN BY OTHERS OFF: 29.45'R ~ c," TEMP. CONSTRUCTION EASEMENT B REC, NO. 20120416000526 EXC. 12 ·-· A A <l ,· I 4, I N 0 I ' <l __J <l 10' ~x(sT. UTILITY POLE I '1 J \ I ·1 ;\ ~ ~ 'f / TO REMAIN, TYP. ' \ / \j 3\. 1 o. w ,, , ___ . \ 0 <n ~ \, i ' !J: 0 1 2 ["<~"1, STA: 11 +60.53 10' LANDSCAPE ~---·-·-------------'-----------. , · L ' ~ L5 · · ./ ""1 OFF: 112.23'R SETBACK ,' ·:---/~----·-··· ----. .1 __ _) I/···. /--- 11 -1.L_t_-~ s6~~:\1;9~~}~ EXISTING24'DRIVEWAY ~TA:fl+58 .98 .:....~-:c._=--__ _:-=--,=:::::;;f.--=-=--~___' -=---i)1 J /------~~i;~'t·i, \ , . .r· OFF: 165.23'R 24 UTILITY EASEMENT REC. g MONUMENT SIGN, UNDER -~--/-__ • ...------;---•• =cLc '>·. ·;<I ,..-9 13 16 C ---~ NO. 20130123000120 • ;;: SEPARATE PERMIT --/ /. --,-"c -z -·· ·-, • I: MATCH ~XISTING lc::71 7 .-.---------~0-~-----------y 24 _...............,, • / , ·•• ~-. ---=---c-\;cc=--=±=!'-_-----~__ PAVEMEW (TYP.) l/,i-6. ( 1 c5 -------/··j ... , -~--~-~-··,,1 I '·,. =c;.;•, f'()Lc--" V'/i--=-=::=-===-==---==----===-.L_-=-~-=----__J_ ____ /_' °' --, -•._;-IS]·~ I t.x::···· ~-_,n ti ,,, ~1~ !ti 5' I I I . I • • I I I '. STA: 10+28.71 OFF: 13.38'R L8 LANDSCAPE PLANTER s 0 @ 18'± F: 10+63.36 13.89'R 0 0 + ' /l. ) / ;;,; ' ,~l~~ ~ -----·--J ----~,,-~-,,1 --------_I_ ___ i I~ " '-\ \i'(/A\JC---j():>S ~"'l ~0 -~ ·1·) ·s"~ r , ------------. --Ll; , --------+-------/~! B'~~-c._,tJJ=_ ----::-,?1 ___ -=-=---.:---===~~-:==------=--== ~-------==-___:_----=--==-.=====-==-~~ ~-=-~--~~~-~-~_Q_l._~c_ ------__ \ __ . BCRA fl f----f-------------------t----t----t-----1 DESIGNEl>KJP KJP AS NOTED ONE INCH 'fERTICH.l NAVO 198' HORIZONT.-J.: NAO 1i8J/1991 CITY OF RENTON 5 0 10 PRECAST CONCRETE WHEELSTOP SIGN SCALE: 1 "= 10 --,-,-,--FENCE --' . . ..,._ __ _ SWALE BIORETENTION@ c ) ..... SITE AND SURFACING NOTES: 1. REFER TO SHEET C3.02 FOR SITE AND SURFACING NOTES. SHEET NOTES: @VERTICAL CURB PER DETAIL@ @CEMENT CONCRETE WALK PER DETAIL @ (DHMA PAVEMENT PER DETAIL@ @CEMENT CONCRETE PAVEMENT PER DETAIL@ ~TRASH ENCLOSURE REFERENCE ARCH. PLANS <JC>cEMENT CONCRETE PAVEMENT-HEAVY DUTY W PER DETAIL ~ G)NEW LIGHT POLE AND BASE SHOWN FOR REFERENCE ONLY. REFER TO ELECTRICAL PLAN FOR SITE LIGHTING @PARKING STALL -4" WIDE WHITE SOLID LINE (DPASSENGER LOADING ZONE -4• WIDE WHITEW 45• DIAGONAL STRIPING AT 2FEET O.C., TYP, ~ @ADA PARKING STALL SIGN AND PAINTED U",, SYMBOLS PER DETIAL. ~ @WHEEL STOP PER DETAIL@ @TRENCH PAVEMENT RESTORATION PER DETAIL@ @STOP SIGN PER DETAIL @ @TYPE 6 EXTRUDED CURB PER DETAIL. @INTEGRAL CURB PER DETAIL.@ @RIGHT TURN ONLY SIGN PLACED IN h<v=l-="',.-i CONJUNCTION WITH STOP SIGN. @TIE INTO EXISTING CURB. @MATCH EXISTING PAVEMENT, TYP • @sTAIRS. RISE = 7" RUN = 18' @coLUMN. REFERENCE ARCH PLANS. @DECORATIVE WOOD FENCE. REFERENCE LANDSCAPE PLANS. @DEfECTABLE WARNING TRUNCATED (5\ DOME PER DETAIL. ~ @PEDESTRIAN CURB PER DETAIL. c3103 @ADA SIDEWALK RAMP PER DETAIL. cZo 3 @cEMENT CONCRETE VALLEY f4'i GUTTER PER DETAIL. ~ @PROVIDE EXPANSION JOINT FOR FUTURE REMOVAL OF CURB. @BELSON OUTDOORS BIKE RACK MODEL #U190-SF-G OR APPROVED EQUIVALENT. @IN-STREET PEDESTRIAN CROSSING SIGN W R1 -6 PER DETAIL. ~ @cuRB CUT FOR RAIN GARDEN PER DETAIL. @ LINE TABLE LINE TABLE LINE TABLE LINE NO. LENGTH BEARING LINE NO. LENGTH BEARING LINE NO. L1 7.21 N6T 31' 15.11"E L27 18.00 NO' 25' 10.47"W L42 L2 3.48 N89' 34' 49.53"E L28 2.00 N89' 34' 49.53"E L43 L3 1.04 S45' 25' 10.47'E l29 15.50 SO' 25' 25.69"E L44 L4 10.19 SO' 25' 10.47'E LJO 72.14 SO' 25' 25.69"E L46 L5 0.61 so· 25' 10.47'E L31 48.06 N88' 01' 53.98"W L49 L6 104.84 N88' 01' 53.98"W L32 5.62 NO' 25' 10.47"W L50 L7 94.23 SO' 22' 25.10"W L33 18.00 N89' 34' 49.53"E L51 L8 34.67 NO' 34' 05.35"E L34 77.00 NO' 25' 10.47"W L52 L9 28.76 S1' 46' 39.19"W L35 18.00 S89' 34' 49.53"W L53 L24 3.64 N89' 34' 49.53"E L36 19.00 NO' 25' 10.47"W L54 L25 18.00 so· 25' 10.47"E l39 7.84 S2' 01' 04.31 "W L56 L26 54.00 N89' 34' 49.53"E L40 2.16 N89' 34' 49.53"E L59 CURVE TABLE CURVE TABLE CURVE NO. LENGTH RADIUS DELTA TANGENT CURVE NO. LENGTH RADIUS DELTA C1 3.85 10.00 22.06 1.95 C24 9.68 6.00 92.44 C2 7.85 10.00 45.00 4.14 C25 9.42 6.00 90.00 C3 7.65 10.00 45.00 4.14 C26 7.09 5.00 81.26 -- C4 16.12 10.00 92.39 10.43 C27 3.66 2.33 90.00 C5 47.96 JO.DO 91.59 30.85 C29 4.71 3.00 90.00 C6 6.99 2.23 IB0.00 INFINITY C30 20.74 20.00 59.42 C15 7.B5 5.00 90.00 5.00 C31 4.91 5.00 56.31 C16 3.14 2.00 90.00 2.00 C32 19.55 34.00 32.94 C17 3.14 2.00 90.00 2.00 C33 23.31 34.00 39.28 C18 7.85 5.00 90.00 5.00 C35 8.06 5.00 92.39 C19 32.25 20.00 92.39 20.B5 C37 3.14 2.00 90.00 C20 7.65 5.00 87.61 4.BO C39 3.14 2.00 90.00 C21 3.14 2.00 90.00 2.00 C40 7.B5 5.00 90.00 C22 3.14 2.00 90.00 2.00 C41 3.14 2.00 90.00 TACO TIME RENTON HIGHLANDS LENGTH 95.57 90.26 3.04 18.03 33.50 25. 11 3.95 18.00 72.00 lB.00 19.00 1B.OO TANGENT 6.26 6.00 4.29 2.33 3.00 11.41 2.68 10.05 12.14 5.21 2.00 2.00 5.00 2.00 BEARING NO' 25' 10.47"W NO' 25' 10.33"W SO' 25' 20.85'E NO' 25' 19.13"W S89' 34' 49.53"W S88' 01' 53.98'E NO' 25' 10.47"W S89' 34' 49.53"W NO' 25' 10.47"W N89' 34' 49.53"E NO' 25' 10.47"W so· 25' 10.47"E OAlE< 04.17.2015 AaOEIOOK: '"" OAAWING NO: Know what's be I OW. I UPERMIT #U14005665 I T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 CHECKED: f----f--------------------t----t----t-----1 JJG AT FVLL SCALE lF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. SITE AND SURFACING PLAN C3.01 NO. REVISION BY f---------1 DATE APPR "'"'°"'~ Call before you dig. SHEET: OFi 4 16 RIB14005664 r~ECElVED APR 1 7 70\4 CITY 0•· !efNTON Pl ANNll'i~_', D\V1S10N 4' :, en "' w 3c z A m "' ~ " 0 N <>j ~ °' "' ... N n ,- ~ E 0 C V ~ E 1 Q_ m n n ... 0 N "' - C 0 ~ D ill ~ 2 Q_ 2 0 0 \ ------------------------------ '--r'----c-------. ' L _ _,_ -----------_J ---------- --c=:::::1----1 ---------------- I I I I ' I I I I I ~ ; ' II l I I I I I I f--_J 1 I t ' ---1 I ""' I I I ~.... I I I I L _________ I RETAIL BUILDING FLOOR PLAN 0 4' 8' SCALE: 1 /8" = 1 '-0" SCALE: 1/8" ~ 1'-0" ABBREVIATIONS: AL ALUMINUM AN ANODIZED HM HOLLOW METAL MRP-1 METAL ROOFING PANEL lYPE 1: AEP SPAN -"COOL PARCHMENT" PT-1 PAINT lYPE 1: SHERWIN WILLIAMS -SW6353 "CHIVALRY COPPER" ST STAIN -SOLID BODY STAIN -MATCH SW6111 "COCONUT HUSK" SV-1 STONE VENEER: ELDORADO STONE CLIFFSIDE "MONTECITO" MRP-1 ODD 0 SOUTH ELEVATION (NE 4_ TH ST.) 2 i------------------ SCALE: 1 /8" = 1'-0" PT-1 MRP-1 ST NORTH 16' EB NORTH ELEVATION (PARKING LOT) 4 SCALE: 1 /8" = 1 '-0" PT-1 .,,,--, ST SV-1 • "' I -... N ST SV-1 PT-1 DD DD 0 G)-;-:-:~-:-.. ~-~-. ~- 0 .~_A_T_I_O_N""""'(,__P_A_R_K_I N_G_L_O_T __ ) _ MRP-1 • "' I PT-1 0-':-ALE_E: :-;;-.. =-~-~-;-V_A_T_IO_N ___ (L_A_N_D_S_C_A_P_E_B_U_F_F_E_R ___ )_ SV-1 ST SfAL IJ < 0:: u cc REGISTERED ARCHITECT DOUGLAS P. OBERST STATE OF WASHINGTON Cf) 0 z <( _J I c.? I z 0 I- f-z zw ~ er a. gw ~ ~ 0) w -"' 0 I->--' g w U) "' 2 0 I<( f-f-~ :;: f.3o0<(~6 3 0 V ~ ci:::<1-;:::w 0... f--st Cl'. DATE 01.05~.1~4 ______ _ BCAANO. 13245 '''" FlE 13245RETAIL2.01.DWG SHE£f Tlill RETAIL BUILDING I', .. ,.,· .. ; BCRA If; ©COPYRIGIIT :1014 • BGRJl.ltJG ~LlnlGHTSnES~RVW SHEET A2.01 SITE PLAN REVIEW E 0. ~ C 0 , II 'I @ ,;:::~~ <::.::/ \\ ~' __ c-,~--'-----_c____ ~--• _ _ _______ // _ ~l~T.:,:~~~---------L---------=,,..,,,---= :;;::: -==""" ="; =-::: ,,,.,,.,.r::::" = -:;:,--, ""·""~=-_:-.~ == .. '°'"•""' =-~-.::,:'-.'""'-''""=-::"" ,:-;;:; = -,,. ,....~.=.---,::a:; ===· , ,.,,,_-= ;, -,,,.,,,,.=.=,-;.,-= -::,::C=~=--::m,-,_,,,,,,,,,,~ = ,~ """'~"•'~'·'' ~" "'' •=•~""-" -· ·no·,~• 'H#SUL -·,""" E"s' " '::~;; •= "'" ~ •-"''" PROPERTY LINE LANDSCAPE PLAN BUILDING 2 (3,347 S.F.) -.. I l I I ! I ! "· l I I I I ! I I I ·I -/~===== i I I I I L_ I D I I I I I I I I I D L_-,_ _ _, • • BUILDING 1 (3,073 S.F.) SCALE: 1" = 10' '\ l I J -' ,,, \ \ 32-01 r-li',cll'.' i 32-011-tr,'U •-'====' ' ' t 32-01 I 20 30 feet ~----1 CD NORTH PLANT SCHEDULE 0 0 0 @ 0 0 BOTANICAL NAME/ COMMON NAME ACER CIRCINATUM / VINE MAPLE MUL Tl-STEM, 8' MIN HEIGHT EXISTING TO BE REMOVED LIQUIDAMBAR STYRACIFLUA / AMERICAN SWEET GUM BOTANICAL NAME/ COMMON NAME CALAMAGROSTIS X ACUTIFLORA 'AVALANCHE'/ FEATHER REED GRASS CORNUS STOLONIFERA 'KELSEY!'/ KELSEY DOGWOOD HEBE X 'RED EDGE'/ HEBE HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS ILEX CRENATA 'SKY PENCIL'/ SKY PENCIL JAPANESE HOLLY PAXISTIMA MYRSINITES / OREGON BOXWOOD ROSA RUGOSA / RUGOSA ROSE VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY GROUND COVERS BOTANICAL NAME/ COMMON NAME ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK FRAGARIA CHILOENSIS / BEACH STRAWBERRY [] TURI' SEED FESCUE BLEND REFERENCE NOTES SCHEDULE 32 EXTERIOR IMPROVEMENTS SYMBOL DFSCRIPTION 132:01 I DECORATIVE WOOD FENCE PANELS 30 LF LANDSCAPE ANALYSIS / LOT COVERAGE/ PARKING ANALYSIS: TOTAL SQUARE FOOTAGE OF SITE: 33,702 S.F. TOTAL SQUARE FOOTAGE OF EXISTING IMPERVIOUS SURFACE AREAS: 31,017 S.F. TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE AREAS: 28,221 S.F. BUILDING SQUARE FOOTAGE: 6,420 S.F. BUILDING 'I c 3,073 S.F. BUILDING 2 = 3,347 S.F. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: 18.3% NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: A minimum of 2.5 per 1,000 square feet of net floor area and a maximum of 5.0 per 1,000 square feet of net floor area. MINIMUM REQURED SPACES: 15 MAXIMUM SPACES ALLOWED: 30 STANDARD PARKING SPACES: 25 (20' x 7') COMPACT PARKING SPACES: 0 ADA ACCESSIBLE PARKING SPACES: 2 (20' x T) SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER -3,425 S.F. INTERIOR -2,056 S.F. CONT CAL B&B 1.5"CAL N/A B&B 3"CAL CONT 5 GAL 5 GAL 5 GAL 2 GAL B&B 5 GAL 5 GAL 5 GAL CONT SPACING 1 GAL 24" O.C. 1 GAL 30" o.c. SOD .------------~-- QTY DETAIL 2 4/L2.01 4 4/L2.01 5 4/L2.0·I QTY DETAIL 25 3/L2 01 51 3/L2.01 174 3/L2.01 214 3/L2 01 20 3/L2.01 85 3/L2.01 75 3/L2.01 11 3/L2.01 QTY DETAIL 236 2/L2.01 97 2/L2.01 520 SF 2/L2.01 - 11 < ~ u m STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ALAN R. McWAIN LICENSE NO. 1036 EXPIRES ON 4/6/2014 1-w w 0:: 1- (/J I !;;: "' I-g ~~ ~~ 0:: -0 z z f:? " z ;:: w " 0:: 1.15.14 13245.A 1.00 CAOl)flE HET lllll: BCRA• I! 11 !if ,.: ~ fl! ~, I~ ~8 I-;:; ~ COPYRl~HT • OGflll, IN~ All RIGHTS RESCR'IED HET L 1.01 SITE PLAN REVIEW -------·· ----- w 0 • ---------------------··----------------- -----. ---~-~---~---=~----------~----~ ----- ,I> T.O._PLATE AT GRID 6_ ~-0" 0 T.OSLAB __ .. O' -O" TT -+ SIGNAGE UNDER -SEPARATE PERMIT ABBREVIATIONS: AL ALUMINUM AN ANODIZED HM HOLLOW METAL MRP-1 METAL ROOFl~IG PANEL TYPE 1: AEP SPAN -"COOL PARCHMENT" PT-1 PAINT TYPE 1: SHERWIN WILLIAMS -SW6356 "COPPER MOUNTIAN" PT-2 PAINT TYPE 2: SHERWIN WILLIAMS -SW6403 "ESCAPADE GOLD" PT-3 PAINT TYPE 3: SHERWIN WILLIAMS -SW2861 "AVOCADO" PT-4 PAINT TYPE 4: SHERWIN WILLIAMS-SW6111 "COCONUT HUSK" PT-5 PAINT TYPE 5" SHERWIN WILLIAMS -SW6432 "GARDEN SPOT" ST STAIN -SOLID BODY STAIN-MATCH SW6111 "COCONUT HUSK" ~:\1 F -\_ WALL SCONCE .... EAST ELEVATION_(PARKING LOTL__ ·-·---·--··------------ 0 4 8 16 ... ;;-'!. __ ,... ............. """I, 1/8" = 1 '-0" fl>._T,O. PLATE AT GRID 3 V 17' -1 1/4" r111t,_ T.n_ L_O\/'I_PARAPET -,ia._:;-14' -O" A B I C E 3 AS.01 G I I PT-2] I MRP-1] ~ I [ I PT-; I I n!1rh-! ~:, if-, ~~h-1 ~_-, -i '--f,-, -, ~-t~,,-_, .-: ~--,-J:--~-~i~-~~,-\L-l~,.-1 ,~· I= ---.. ... I . --·--· J RAIN LEADER / NOZZLE--~ 1~1.·· I= -·-r II J L SCALE: 1/8" = 1'-0" H J -·r _____l_l r II I : ,,--_:r::- /rl\ WEST ELEVATION {PRIVE-THRL!l __ -· _________ -· --.. --__ ~1/8" = 1'-0" 4 0 8 SCALE: 1/8" = 1'-0" _ T.O~HIGH PABJ\PET .ft 16'-0" \.JI" 16 T.O.SLAB $ O' -0" ---------- EXTERIOR FINISH SCHEDULE ~·-----ITEM ·-1-· -MATERIAL-! FINISH --- CANOPY STRUTS AND COLUMNS -----·1STEEL --if'T-5 -= =-= ~ =· ___ -=--- CHANNEL CANOPIES STEEL PT, PAINT TO MATCH AEP SPAN "COOL GREEN LEAF" - :::~~SHINGS ·-. -· -. -. --1~~~f ~~~~~ ~~~~~~i~~~i~i\~~T'' __ --·· _ -- ------------e-----------------GUTfERS ---·-·-!SHEET METAL FF-AEP SPAN "COOLPRACHMENT" _ _ _ _ __ _ HOLLOW METAL DOORS ANDFRAMES ---I HM-.. PT -TO MATCH ADJACENT WALL ---·----------· ---·-··-·-··------ HORIZONTAL LAP SIDING WITH 4" EXPOSURE HARDIEPLANK FIBER CEMENT PT-REFER TO ELEVATIONS FOR COLOR SIDING f--·--------________ , ___ ------------------------------ HORIZONTAL LAP SIDING WITH 6 3/4" EXPOSURE HARDIEPLANK FIBER CEMENT PT-REFER TO ELEVATIONS FOR COLOR SIDING METAL RooF PANELS -MRP -----sf_E_EL ---------+F=F~-A~E=P~s=P~A~N~"cooL PRACHMENT" --- --· ---------------·--·----------->-------·----------------- RAKES. EAVES AND FASCIA WOOD 1PT-4 ·-·· ____ _ ·--------------+-----ROOFTOP MECHANICAL EQUIPMENT STEEL PT TO MATCH PT-2 OR PT-3 ----------- SMOOTH FACE HARDIEPANEL FIBER CEMENT PT-3 --· --·~-=---+=----------· ·--ELDORADO STONE CLIFFSIDE FF STONE VENEER "MONTE CITO" ----·-----------------------------+----------------------- STOREFRONT SYSTEMS ALUMINUM ANODIZED wo_o_DBE-AMTAILS/BEA-Ms ---------f-G-LU---LA--M-·-----ST--ST~A~IN7 T=o~MA=Tc~H=P=T-4~------------- " T.O. PLATE AT GRID 6 22' -O" T.O. PLATE AT GRID 9 13' -101/2" " T.O. PLATE AT GRID~ 11' -6" (9 ' ~: PT-2 SIGNAGE UNDER SEPARATE PERMIT , -~zc'1 F-~---- WALL SCONCE T,O. PLAT_§_AT GRID 3 ,/--., 17' -1 1f4"V T,_O. LOW P_ARA__PET_ft 14' -O" \JI _ T.O. PLATE AT GRID 1 Iii, 11'-0"7 i---_ T.O. SLAB --4"\. O' -O" \Jlf ®~8~~JH ELEVATIONJ_NE 4TH STL _____ _ SCALE: 1/8" = 1 '-0" 16 "'l 0) I ,Ill T.O. PLATE AT GRID ;l V1r-f1)4'·--~~ r111t,_ T14.o. LO'IV PARAPET v-'-0" " ;;?~ ~.LATE AT GRID"-· ~r-----r-- I I I F O Id ·; ~--, ;·1 1 r-1 1 , 11 ... I -; .. ---1 d 5'-0" w d .-.~.-----1_ w 5'-0" ~-~-:-,··----~-:q-~ re=-v , , ]r===·=============i--9 I , , , 1( , :==· -·=c. ======~-"'~-111, /~ ', 1=~=~==19 ' ' ----' (') ' I ' WALL SCONCE " 6'-0" ' I ==- ' L - 0~ 8 ~~JH ELEVATION (!:_ARKING LOT)_ --T.O. PLATE AT_GRID_Jl ft __ ---1'1'-0"\? ·-==---I II I PT-2 \ - 0 4 _T.0.SLAB ~ O' -0" 8 16 SCALE: 1/8" = 1'-0" '"1------------------------------------------------------------------------------------------------------------------------------------------------------------------ ~------------------··-------------·--------------------------·--·------------------------------------------------------------------------ SEAL 11 CJ) 0 z <( .....I I (9 I z 0 (J) I-g z~ f-w s z 0:: z w 0 ~w~ ~~~ > -f- ill I-(}) 0 I f-~Qt; &l r-0~ ~ ~ ~ ~ REVISIONS 1 Site Information 01/05/2014 ------- OATE 01.0514 BCRANO. 13245 CAOOFILE SiiEEf flTLE EXTERIOR ELEVATIONS I _\_ : Cl / ,. . J' \ . '' ' BCRA ml ©COPYRIGf-lf 2013 -HCRA, INC. All. RIGHTS RESERVED SHEET A7.01 SITE PLAN REVIEW A B C D E F G H J K 1 2 3 . ·•r---- N89' 43' 23.53"E 102.00' r;,-----,,,------,o,~~ I . I \ \ ·, ' I 0 0 I <XJ ·o, ..-, ~ ' \ 4 5 ---- i ' I l e--11 b===============l==t:!'l----=----~n l I - k" '; ~ i:l 0 lq V) I 0 0 1 __ . ....i...-, __ 1 ___ 1 _ _,..... I ', . \• . ' ' ~ BUILDING 2 RELOCATED 1 o' STORM EASEMENT -,ctt----1---->,-~. Jl, r C -- I S88' 01' 53.98"E 20!02' so· 24' os.9B"E 18 52' L_ • () 0 I --""--~- I , - ---~ -_e--11 -- <O a, ..-, 6 - - I I ) - 7 8 9 10 N89' 43' 23.53"E 112.61' ,/ r \ 11 , (J • I 12 l 0 \111--+·~·~~==================~ I c--------1 _ _....; _1.--l _ ___J J l? I J TACO TnlLDING / , /394.63 \~ 1.' :1 0 0 0 ' 'o 0 1.-:1 o I ·- <O I ~ b I"' --1 I ----------~------.L.- ~/} ----N1' 58' 06.02"E 8."n'. _-·~ -· ~ I/. --_ -V--\ --: S88' 01' 53.98"E 45. ',,,.1---' / 1 , -_--_-·.· ~ J "- SJ' 5~' 06.02"W 8.00'_/ . .'r i. -'--+I--- ~--'------ S88" _01' 53.98"E 20.36' ---- I ,; 0 Dole Plotted: 1/14/2014 11 :02:34 AM Filename: \ \DATA.BCRA.COM\X\PROJECTS\ 13000\ 13245AIOO -TACO TIME REN fON HIGHLANDS\CIVIL \07-CAD\BCRA\PRODUCTION DWGS\ 13245C-301 By: RBALTAZAR 10 5 E - t . /'N-:-..... _, .I ,_ ,. jff , , ( a I SCALE: 1 "~ 10 13 10 ~ 14 15 LEGEND --PROPERTY/BOUNDARY LINE -------BUILDING FOOTPRINT -· · -· · -STORM DRAIN LINE EASEMENT ---EXISTING CONTOUR ---210 ---PROPOSED MAJOR CONTOUR ----,.LJci,--"--PROPOSED MINOR CONTOUR .,..-136.75 2.0% - SPOT ELEVATION SLOPE ARROW GRADE BREAK ---D ---STORM DRAIN LINE a CATCH BASIN TYPE 1 @ CATCH BASIN TYPE 2 e-11 LIGHT POLE GRADING NOTES: REFER TO SHEET C1 .01 FOR GRADING AND STORM DRAINAGE GENERAL NOTES. 16 Know what's below. Call before you dig. Ill < ~ u m 1--u w --, 0 ct'. 0.. DRAWN: DESIGNED: REVIEWED: DATE: 6CRA NO. CADD FILE: SHEET TITLE Cl) 0 z ::s I (.9 I z 0 f-z w 0:: f-w w Q'. w ti w f- 0 (.) ~ IO f-0 ... 0 f-a. (/J -< N w < i1: s Q'. - 0 z z 0 ... ~ -w ;;: Q'. ACC /RMB ACC /RMB JJG 01.13.2014 13245 13245C-3Q·l .dwg PRELIMINARY GRADING PLAN BCRA IJ t>COFYRIGHT BCW.. INC. /\1.1.R:GHTS RESERVED SHEET C3.01 SITE PLAN REVIEW A B C D E F G H J K 1 2 3 4 PARCEL NUMBER: 1023059132 LEGAL DESCRIPTION: (BYOTHERS) THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNlY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 10; THENCE NORTH 00'25'13" WEST 42.04 FEET; THENCE SOUTH 88'01'58" EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION 40.03 FEET TO THE INTERSECTION OF THE EAST MARGIN OF UNION AVENUE N.E. WITH THE NOfffH MARGIN OF N.E. 4TH STREET; THENCE NORTH 00·25' 13" WEST ALONG SAID EAST MARGIN 158.00 FEET; THENCE SOUTH ss·o2'58" EAST 142.12 FEET TO THE EAST LINE OF THE WEST 182.00 FEET OF SAID SUBDIVISION AND THE TRUE POINT OF BEGINNINGS; THENCE NORTH 89.43'21" EAST 214.64 FEET TO THE WEST LINE OF THE EAST 250.00 FEET OF SAID WEST HALF (AS MEASURED ALONG THE SOUTH LINE THEREOF); THENCE SOUTH 00'16'39' EAST ALONG SAID WEST LINE 166.33 FEET TO SAID NORTH MARGIN OF N.E. 4TH STREET; THENCE NORTH 88.02'58" WEST ALONG SAID NORTH MARGIN 214.41 FEET TO SAID EAST LINE OF THE WEST 182.00 FEET OF SAID SUBDIVISION; THENCE NORTH 00·25•13" WEST ALONG SAID EAST LINE 158.00 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 2 OF CllY OF RENTON LOT LINE ADJUSTMENT 007-82, RECORDED UNDER RECORDING NO. 8207079005) EXCEPT THAT PORTION CONVEYED TO CllY OF RENTON BY DEED UNDER RECORDING NO. 20120416000525. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS: (NAD83(1991)PERCITYOFRENTONCONTROL,BYOTHERS) NAD83(91) BEARING WAS CALCULATED USING THE PUBLISH POSITION OF THE SOUTHWEST SECTION CORNER OF SECTION 10, T23N, ROSE, W.M., ALSO KNOWN AS CllY OF RENTON CONTROL POINT 1503 AND A LINE TO THE SOUTHEAST CORNER OF SAID SECTION, ALSO KNOWN AS CllY OF RENTON CONTROL POINT NUMBER 1852. SAID LINE WAS TAKEN AS SOUTH 88*12' 17" EAST. DATUM INFORMATION: (NAVD88PERCJTYOF RENTON CONTROL, BY OTHERS) NAVD88 ELEVATION WAS DETERMINED BY USING THE PUBLISH ELEVATION ON CllY OF RENTON CONTROL POINT NUMBER 1503 AT THE SOUTHWEST CORNER OF SECTION 10, T23N, R05E, W.M., NAVD88 ELEVATION= 401.02' 5 6 7 8 9 10 11 12 TACO TIME RENTON HIGHLANDS 4114 NORTHEAST 4TH STREET RENTON, WA 98059 GRADING NOTES: 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILllY IMPROVEMENTS. 2. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE SPECIFIED. 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 4. TOTAL AREA OF THE PROPERW IS 33,703 SF. 5. TOTAL ARE OF WORK RELATED TO THE PROPOSED IMPROVEMENTS IS 32,567 SF. 6. THE TOTAL VOLUME OF GRADED SOIL ASSOCIATED WITH THE PROPOSED IMPROVEMENTS IS CUT: 1000 CY FILL: 1000 CY *QUANTITIES ARE FOR PERMITTING PURPOSES ONLY. 7. ORIGIN OF FILL MATERIAL AND TERMINAL LOCATION OF CUT SOIL MATERIAL WILL BE DETERMINED PRIOR TO APPLICATION FOR GRADING PERMITS. SITE AND SURFACING NOTES: 1, CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE-CONSTRUCTION CONDITION. 2. THE DIMENSIONS ON THE PLANS ARE TO FACE OF CURB OR WALL UNLESS OTHERWISE NOTED. STORM DRAINAGE NOTES: 1. STORM DRAIN LINE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIFIED. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. 3. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLANS. 4. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 5. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW INLETS, EXCEPT FOR INLETS WITH SOLID LIDS, UNLESS OTHERWISE SPECIFIED ON PLANS. ';!~(I ~JF..51h St "' ,,. "' 5 C) "t) I I ·.• . ~-· ,!01()·.· _ -- 8.--1 . Ne 4th Pl ~ '.gt g BUILDING 2 ---- C. :, g ~: ·'°. z tf1 .·z.i:. n;-...,, -~ ,.~ 3 '.t 1'-ilROJECT SITE m :if, . - ME Alh GI Planet Bronte (ii)Tan.ning & _._. Alr.lJfU Bh Stuc.HO. 3~24 NE t,ib St UPS store Hflnloo ,,.-.. :\111: ,_.- p < r1) z rn VICINITY MAP NTS d ,. Jf-----~ d • .. ., · ll7:T70'77'7771 .. ~ ... • .. . . ._., ' .:,{-..._ __ NE .5th St ' i 24 llour rltne&5 --·:,··'i(.i)~ _· Date Plotted: 1/14/2014 11 :02:09 AM Filename: \ \DATA.BCRA.COM\X\PROJECTS\ 13000\ 13245.A1.00 -TACO TIME RENTON HIGHLANDS\CIVIL \07-CAD\BCRA\PRODUCTION DWGS\ 13245C-101 By: ACIRILLO ------------~--------·-__ J __ 13 .. ... -----ii ·• . -.. '! ' . 4 · ..... 4., ·• ,· .. : . . . . . ~ . u=====/.i. •·,t • ' crJI]~ -__ 1, -' I I Ii I --~---),' --,I N.E. 4TH STREET PROJECT MAP 14 15 16 TACO TIME • · .. " .. : 4 SHEET# 1 2 3 4 5 ' ' I ' _itN ;,- jl 20 10 0 20 SCALE: 1"= 20 SHEET INDEX SHEET NO. SHEET TITLE C1.01 TITLE PAGE C2.01 PRELIMINARY CIVIL SITE PLAN C3.01 PRELIMINARY GRADING PLAN C4.01 PRELIMINARY UTILITY PLAN 1 OF 1 TOPOGRAPHICAL SURVEY Know what's beJOW. Call before you dig. -------- f- () w -, 0 Ct'. CL Ill < O!: u m (f) 0 z <( -' I (9 I z 0 f-z w 0::: w ~ f- 0 0 <( f- I-w w 0:: I- U) w IO I-0 " (j I-0. U) -<( N w <( i': s 0:: • oz zO " !z: -w ;;: 0:: DRAWN: ACG/RMB DESIGNED: ACC/RMB REVIEWED: JJG DATE· 01.13 2014 BCRANO 13245 CADO FILE: 13245C-101.dwg SHEET TifLE TITLE PAGE ; ·, ·.' n l' ~ ~ i 1 ,..!. "i _., ., l ' ' f BCRA II :\lCOPVRECHT -BC111\,jM:.ALL ill<linSRES"<Vrn SHEET C1 .01 SITE PLAN REVIEW A B C D E F G H J K -1 t --, , ' ' PROPOSED 1 O' STORM EASEMENT I , I \ \___ TIE INTO EXISTING CURB I I ,~- TIE INTO --.cl,:::::;;., EXISTING CURB 1 I ' . \ ' 2 rTIE INTO r/-=EXc.:;ISTING CURB 3 4 5 6 7 8 ------- MATCH EXISTING '"""'"'"}~ N89' 4£ 2£E 102.oo·~~=-===:.:..:::-::::-':::-:===-=-=-=-~-=---=-====--=-~-==:;:.:=--=--=--===:-:=;-;;::--::=d!!N8!!_~9'_ 43' 24"E 112.61' . 1\ " "' <I 2 . . <J \ / APPROXIMATE LOCATION OF 1 O' WIDE STORM EASEMENT REC. NO. \ 8312050539 EXC. 10. · TO BE RELOCATED. '·~--_ _,,..- 3 4 4 <I PROPOSED PROPERTY LINE~ - 5 6 7' I, . .11---------....: k'-<J " 14 Jt----------....: k'- 15 10.6' ,, , 20 21 7 8 " <I 4 " 6' 20' I, 24' ' I, 20' l<1 6' . ,, 4.5' f----i,l'---TYP.------+-,l-----;.----~ •• l~---2-2 -TYP.--,l'I-,--;-;.,~. -,t- 4 I 9 ' !,'____ ,3390 SQ. FT. BUILDING ' 16 \ \ 1 (15800 SQ. FT. LOT) <I ~ .. 4 -" <J --~I nA )11-·~_1 __ 1_7 __ ecu __ ACCESSIBLE~ PARKING SIGNAGE -------..,.~-~--" .4 -' 18 <J 19 1' 0 - 23 24 25 26 ' ,':~ ,, V 27 ~ -<J " <J <J . " " - 4 .. <I <J V -kcEsslBLE.; . - . PARl2/'lGt SIGNAGE ·---4 <I ..>'k-=;r;========~ " <J -. " \~ POWER EASMENT REC. NO. 8303220985 EXC. 6 ~ /n,<, 0,-- /6 /,, "' I <I .:l <I 9 10 10 11 12 I ,. TACO TIME BUILDING 3072 SQ. FT . (17900 SQ. FT. LOT) . ,,-. I' ' AREA OF BLANKET CONTAINING 1 O' POWER EASMENT REC. NO. 8308120632 EXC. 9 , __ -_<J. <I 'y ORDER SIGN 11 1=----= 1.-----. J r~--::.:-, ' ' 1\ ,',1 r---i ~ iJ(-10' --; ~-=--==--~ ', '1 ( ___ ~:11 I,: ',', (~-J ~ _, --Ji . 12 --1 I I MATCH EXISTING I PAVEMENT (TYP.) I I TIE INTO I EXISTING CURB / 5' ± LANDSCAPE ' PLANTER ~I ' DECORATIVE WOOD FENCE • PANELS I 18'± I, j~DECORATIVE WOOD FENCE ,, PANELS I ~ I .· ' DECORATIVE WOOD FENCE • PANELS I TIE INTO EXISTING CURB . lw ' I~ <D - 0 V, 'rs----1 I S88' 01' 54"E 20.02' EXIST. UTILITY POLE I so· 24' 09~E-;1-8.52'fr-. -. TEMP. CON EASEMENT A UTILITY EASEMENT REC.'-. 201204 NO. 20130123000120 '\_ TEMP. CONSTRUCTION - EASEMENT B REC. NO. 20120416000526 EXC. 12 ' TO REMAIN, TYP. , ' ' r MATCH EXISTING PAVEMENT (TYP.) EXISTING 24' DRIVEWAY -;J;-----~·-'.I_ saa· 01' 54"E 82.07' ----·----=------>i ·"~-------- ,rEXIST. 4'SIDEWALK- ~-:-------.--:-:-- S88' 01' 54-"E 45.00' 1 O' LANDSCAPE SETBACK --I .. . -4 --fl-' _ _,'' '/s----I '--N1' 58' 06"E 8.50' ·-·-·-·-· -·-----------,-·-·-·-. --I r,. ---- ' I, TIE INTO EXISTING CURB I 10 / TO REMAIN, TYP. EXIST. CURB AND_,/ GUTTER TO REMAIN, TYP. EXIST. UTILITY VAULT/ TO REMAIN, TYP. S1' 58' 06"w 8.00' ' (~ --~ --~MOI ROAD CENTERLINE\ EXIST. STREETLIGHT TO REMAIN, TYP. N.E. 4TH STREET Dute Plotted: 1/17/2014 9: 12:27 AM Filename: \ \DATA.BCRACOM\X\PROJECTS\ 13000\ 13245.A 1.00 -TACO TIME RENTON HIGHLANDS\CIVIL\07-CAD\BCRA\PRODUCTION DWGS\ 13245C-201 By: RBALTAZAR / CURB LANE DIVIDER TO REMAIN. 13 5 0 10 SCALE: 1 "= 10 14 15 16 LEGEND --PROPERTY/BOUNDARY LINE --· -· --SETBACK LINE BUILDING FOOTPRINT I I ASPHALT PAVEMENT I · ' ' 4 . 'I CEMENT CONCRETE PAVEMENT W/uW/'%01 CEMENT CONCRETE PAVEMENT -HEAW DUTY ======= VERTICAL CURB LIGHT POLE PRECAST CONCRETE WHEELSTOP JL SIGN Know what's below. Call before you dig, 1--u w -, ~ a. 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FLOOR PLAN -EQlJIPMENTJ?~AN ----------------------------------------- 0 2 ,----4 SCALE: 1/4" = 1'-0" NORTH 8 $ '------------------------------------------------------------------------------------------------------------------------------- -------------------- srn_ f- (.) w --, 0 a: 0... I] < ~ u Ill (J) 0 z <( _J I C) I z 0 0) I-~ z 0) f-w~ z 0::: z-w ;;;; 0 0... w~ 0 ~~ _J w > -...:-w I-(fJ 0 I w 0~ ;;;; f-0~ 0 <( :! () <l'. I-;: f- REVISIONS 1 Site Information 01/05/2014 -------- DATE BCRA NO. 13245 CADO FILE SHEET TITLE EQUIPMENT PLAN BCRA mJ ©COPYRIGHT 2013 -BCRA, INC. Ali RIGHTS RESERVED SHEET A2.02 SITE PLAN REVIEW Northeast 5th St ceet 1t--= 4 NTS BOUNDARY / TOPOGRAPHIC SURVEY No ~-( ~ ) c=====-=---) \\ C -:J \ \ SDMt SITE~ I / i ( ) \ RIM=397.43' IE 4B'CMP N&S=388.66' SDMH \ \ RIM=399.18' 1 \ IE 24'CMP NW=386.78\ IE 24'CMP SE=386.68' 'i' \ 1 ' I I / 1 r I / I i soco (NO DIP) SDCO (NO DIP) /'-.. . / "!, Ai} u " ah _,.,,----LOT LIGHT / --===:::::~::::::::~~~sshc· :;;;;::;;:;::;;:;;;;:;:;;:;;:~~~-~-O~.B~. ~~~~ f' -ss ,----"-s;:---\,,,Z,~--ss ----~ 77"771 11n-n1 I ?"------tt-ss -----f:;) NB9'43'24"E 214.62' ~ [=,_ LOT LIGHj /" ! / ! I c= -. I VICINITY MAP N s 40 J SCALE: 1"=20' LOT <?v> LIGHT \ 34' CURB CUT SSMH / RIM=396.73/ IE 6" S=394.00' IE a• :'?'393.95' ti / I ORDER I CB RIM=393.32' IE 36"C),IP N&S=385.77' I /6" PVC NW=392.32' , IE 4"PVC NW=392.32' ORDER ;(f_/,i==.==========-._~ WHEEL STOP i ~ WHEEL_[] STOP 0 "' C, "' C, \ I I I I I I I I I I I )_ I I ~1 q. o\ I "' . ~I 'ii i :.. . ... _ I . •. . . --, . -·- . r rTn" I l7TT I TTTi I r ~ y ~ EXISTING BUILDING V FOOTPRINT I ~ 8 I I I I I ''-c-------v , CB RIM 39 .101 -.• -· IE 6"PV N 39.f.62' IE 8"PV S 3,3.52' I I I I I sas-01 '54 r I 20.3s' , y ~~~----+' / LOT LIGHT METAL FENCE SDMH RIM=391.87' !..LL.LI /...Li.LI l....i....L.,. 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SINGLE WHITE STRIPY • • _, ' • • ,--,L, . • ' ' • • 'I -·-·-·-·-·-·-· !._,_,_,_ -I f f ] J 1 =t ~ D ~ • •-r-·-·-· ~ rr==========================:::::;,~~~2244].sr· CICIJJRRBB-CC-UlUT~-;:-·;;;-·;:·=======-;:·-;;;--;:-;:··;:-·;:-£-CU~ __ R!;fl.B';'-~~-2:G'~-!!<!~-;:-;;;-·;:-;;-·;:-;:··;;;-·;:-;;-·;c;--;:~~ I ~-~· =,i·-· ·c'~'--/---::-::;-~~~~ ~·-=, ~·-=, -=·=. ~ ~ C:-C'. =·-=~ -c. =-·-=· ---::-:::=·_---:c·=:·::-::-~~~__:___--;i=STmi'_~.~--~---· --. _-·---. -~-~--~---. ~ LUMINAIRE (LUM.) i.}[J YARD LIGHT G POWER METER -0-POWER POLE GJ JUNCTION BOX (AS NOTED) El, TELEPHONE MANHOLE 0 CATCH BASIN (CB) (g) STORM MANHOLE (SDMH) Q SANITARY SEWER MANHOLE (SSMH) o CLEANOUT (AS NOTED) IQ] GAS METER * GAS VALVE WATER VALVE ('IN) FIRE HYDRANT(FH) / CONNECTION(FDC) WATER MANHOLE WATER METER SOIL TEST PIT SIGN TREE 0 D l MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK METAL FENCE POST HANDICAP 4,-. CONCRETE ';a;;;;;;;;;;;;;;_-GRAVEL/SAND (AS NOTED) ~ ASPHALT / / / / BUILDING LINE -X --CHAIN LINK FENCE -//-WOOD FENCE -"~-UNDERGROUND POWER --0 --0 -UNDERGROUND GAS -' --' -UNDERGROUND TELEPHONE -' -" -UNDERGROUND WATERLINE f.l_ SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP Olt PLAT ANO THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDE MY DIRECTZDN A CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE LD sur,r._ - ,,,.__ ,,r6) ,..-., _ 7129/2013 TREVOR s. LANKTREE, P':Ls. DATE DATE SIGNED 7/2912013 WASHINGTON REGISTRATION NO. 45789 ----------------_J ---------------,--4------------- SURVEY INFORMATION LEGAL DESCRIPTION THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1 D, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 00"25'13" WEST 42.04 FEET; THENCE SOUTH 88'01 '58" EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION 40.03 FEET TO THE INTERSECTION OF THE EAST MARGIN OF UNION AVENUE N.E. WITH THE NORTH MARGIN OF N.E. 4TH STREET; THENCE NORTH 00'25'13" WEST ALONG SAID EAST MARGIN 158.00 FEET; THENCE SOUTH 88'02'58" EAST 142.12 FEET TO THE EAST LINE OF THE WEST 182.00 FEET OF SAID SUBDIVISION AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89'43'21" EAST 214.64 FEET TO THE WEST LINE OF THE EAST 250.00 FEET OF SAID WEST HALF (AS MEASURED ALONG THE SOUTH LINE THEREOF); THENCE SOUTH 00'16'39" EAST ALONG SAIO WEST LINE 166.33 FEET TO SAID NORTH MARGIN OF N.E. 4TH STREET; THENCE NORTH 86"02'58" WEST ALONG SAID NORTH MARGIN 214.41 FEET TO SAID EAST LINE OF THE WEST 182.00 FEET OF SAID SUBDIVISION; THENCE NORTH 00"25'13" WEST ALONG SAID EAST LINE 158.00 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT 007-82, RECORDED UNDER RECORDING NO. 8207079005). EXCEPT THAT PORTION CONVEYED TO CITY OF RENTON BY DEED UNDER RECORDING NO. 20120416000525. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARING (NAD83(1991) PER CITY OF RENTON CONTROL) NAD83(91) BEARING WAS CALCULATED USING THE PUBLISH POSITION OF THE SOUTHWEST SECTION CORNER OF SECTION 10, T23N, ROSE, W.M., ALSO KNOWN AS CITY OF RENTON CONTROL POINT NUMBER 1503 ANO A LINE TO THE SOUTHEAST CORNER OF SAID SECTION, ALSO KNOWN AS CITY OF RENTON CONTROL POINT NUMBER 1852. SAID LINE WAS TAKEN AS SOUTH 88'12'17" EAST BASIS OF ELEVATION (NAVDB8 PER CITY OF RENTON CONTROL) NAVD88 ELEVATION WAS DETERMINED BY USING THE PUBLISHED ELEVATION ON CITY OF RENTON CONTROL POINT NUMBER 1503 AT THE SOUTHWEST CORNER OF SECTION 10, T23N, ROSE, W.M .. MAVD88 ELEVATION= 401.02' PROCEDURE/ NARRATIVE A FIELD TRAVERSE USING A FOCUS 30 ROBOTIC TOTAL STATION ANO A SPECTRA PRECISION RANGER 3 DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES AND TOPCON GR5 NETWORK RTK GPS ROVER, WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEHS OR EXCEEDS THE STANDARDS FOR lAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS FIELD SURVEYS BY LANKTREE lAND SURVEYING, INC. CONDUCTED IN JULY, 2013. ALL SURVEY MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. SPECIAL EXCEPTIONS 1. NOT APPLICABLE TO BE SHOWN ON THE SURVEY 2. NOT APPLICABLE TO BE SHOWN ON THIS SURVEY 3. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING FOR : RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS RECORDED MAY 27, 1964 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 5741040 AFFECTS : PORTION ABUTIING ROAD (DOES NOT AFFECT AS PROPERTY NO LONGER IS ADJACENT TO THE SOUTH 42' OF THE SECTION) 4. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING GRANTED TO : TEXACO INC., A DELAWARE CORPORATION FOR : INGRESS AND EGRESS RECORDED : OCTOBER 21, 1971 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 7110210022 AFFECTS : SOUTHWESTERLY PORTION (EASEMENTS ARE LOCATED ALONG UNION AVENUE AND ARE NOT ADJACENT TO THE SUBJECT PROPERTY) 5. TERMS AND PROVISIONS AS CONTAINED IN AN INSTRUMENT, ENTITLED : LOT LINE ADJUSTMENT RECORDED : JULY 7, 1982 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8207079005 (DOCUMENT CONTAINS NO EASEMENTS OR RESTRICTIONS. BUT WAS USED TO ESTABLISH CURRENT LOT CONFlGURATION) 6. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FDR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING GRANTED TO; PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION FOR : UNDERGROUND COMMUNICATION LINES AND CONDUIT RECORDED : MARCH 22, 1983 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8303220985 AFFECTS : AS LOCATED (AS SHOWN) 7. TERMS AND PROVISIONS AS CONTAINED IN AN INSTRUMENT, ENTITLED : CITY OF RENTON TEMPORARY SEWER SERVICE AGREEMENT RECORDED : JUNE 9, 1983 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8306090716 (AGREEMENT AFFECTING SUBJECT PROPERTY BY CREATES NO PLOTTABLE EASEMENTS) 8. TERMS ANO PROVISIONS AS CONTAINED IN AN INSTRUMENT, ENTITLED : DECLARATION OF RESTRICTIVE OF COVENANTS RECORDED : JULY 27, 1983 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8307271099 BEING A RE-RECORD OF 83051601165 (DOES NOT AFFECT) 9. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND ANO FOR THE PURPOSES STATED HEREIN ANO INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING; GRANTED TO : PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR : TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE AND ENLARGE ONE OR MORE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES RECORDED ; AUGUST 12, 1983 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 83D812D632 (10' BLANKET EASEMENT OVER SOUTH 35' OF SUBJECT PROPERTY-AS SHOWN) 10. AN EASEMENT AFFECTING THAT PORTION OF SAID lAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING GRANTED TO; THE CITY OF RENTON FOR: THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE EXISTING 24" STORM DRAINAGE LINE (CREEK DIVISION LINE) RECORDED: DECEMBER 5, 1983 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8312050539 AFFECTS: AS LOCATED (EXHIBIT "A" LEGAL DESCRIPTION DOES NOT AFFECT SUBJECT PROPERTY, BUT EXHIBIT "A' GRAPHIC DEPICTION DOES SHOW EASEMENT OVER SUBJECT PROPERTY. AS SHOWN ON THIS SURVEY PER EXHIBIT "A' GRAPHIC DEPICTION) 11. TERMS AND PROVISIONS AS CONTAINED IN AN INSTRUMENT, ENTITLED : EASEMENT WITH COVENANTS AND RESTRICTIONS AFFECTING LAND RECORDED : JUNE 30, 1982 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8206300214 MATTERS AS CONTAINED OR REFERRED TO IN AN INSTRUMENT, ENTITLED ; AMENDMENTS TO EASEMENT WITH COVENANTS AND RESTRICTIONS AFFECTING LAND RECORDED : IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8303020380, 9511200306, 9605240990 ANO 9703D7D889 (CONTAIN USE AND ARCHITECTURAL RESTRICTIONS, BUT NO PLOTTABLE ENCUMBRANCES. SUBJECT PROPERTY IS ECR PARCEL II OF THE DOCUMENT) 12. AN EASEMENT AFFECTING THAT PORTION OF SAID lAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING INSTRUMENT: TEMPORARY CONSTRUCTION EASEMENT GRANTED TO: CITY OF RENTON FOR: TEMPORARY CONSTRUCTION EASEMENT, WITH NECESSARY APPURTENANCES, OVER, UNDER, THROUGH, ACROSS AND UPON PORTION OF PROPERTY RECORDED APRIL 16, 2012 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 20120416000526 AFFECTS: SOUTHERLY PORTION OF PROPERTY UNDER SEARCH (AS SHOWN) 13. AN EASEMENT AFFECTING THAT PORTION OF SAID lAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING GRANTED TO CITY OF RENTON, A MUNICIPAL CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR ELECTRICAL UTILITIES WITH FRANCHISE AGREEMENTS RECORDED JANUARY 23, 2013 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 20130123000120 AFFECTS AS LOCATED (AS SHOWN) 14. DEED OF TRUST TO SECURE AN INDEBTEDNESS OF THE AMOUNT STATED BELOW AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF, IN OFFICIAL RECORDS UNDER RECORDING NUMBER 20120531001332 15. A FINANCING STATEMENT RECORDED IN THE OFFICE OF THE COUNTY RECORDER, IN OFFICIAL RECORDS UNDER RECORDING NUMBER 20120626001809 16. AN UNRECORDED LEASE UPON THE TERMS, COVENANTS, AND CONDITIONS CONTAINED OR REFERRED TO THEREIN, IN OFFICIAL RECORDS UNDER RECORDING NUMBER 8612302419 17. MATTERS AS CONTAINED OR REFERRED TO IN AN INSTRUMENT, ENTITLED : PARTIAL RELEASE OF LEASE RECORDED : APRIL 16, 2012 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 20120416000527 >, ill 0 z . >-:E . w 3:: > - 0: UJ I.O :J 0 en 0: I :z (.) :z 0 (') I--C\I CJ :c I-z z a. -0 - <( 0 I-:::c T"" Cl) 0: z <( (!:I 0 UJ 3:: UJ 0: 0 Cl) -LL > a. -0 I-0 'q" z -> :::) I-..-- 3:: I-0 -Cl) (.) 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CB #04-CB #05-: l CB #06 l ~cs #07 :\ 7 -a . -"'~ : ~ ·-s.. i----.._ "" "°' \ '-\.2.J a l 't--.::::::::1'-,~I"" ' NORTH FILTER ~-----I r--p:::::;;~ sLF 8"¢ rvc sDR35 @ o.s% ~Mrir-~0 cB #o9\ i ', I\\ V ---._4LF 36"¢ CMP @ 0.0% Ss ~RJS @ i:o;.-----O-~ \: ,~=~ ~~, ~ Ao ~ 35LF 6" PVC SDR35 _/ I'-,. ~55LF 6" PVC SDR35 --SANITARY SEWER SERVICE LINE @ 2.0% MIN. 127LF 48"~ CMP @ 0.5%_/ e--111 ~===============1=~~-----ti SANITARY SEWER SERVICE l'-e LINE @ 2.0% MIN. ,,,--37LF 6" PVC SDR35 / SANITARY SEWER SERVICE LINE @ 2.0% MIN. GREASE INTERCEPTOR-'-.._ 0 1 __ ....,_ ________ __, I ; I I >'! c,~ ...\ 0 ; ·1 :3 I I I I I I I _ RELOCATED 1 O' STORM--,f'----1r---;ff EASEMENT ' ' 0 I i,-CB #12 ./ I APPROXIMATE LOCATION OF 1 O' WIDE STORM EASEMENT REC. NO. 8312050539 EXC. 10. TO BE RELOCATED. BUILDING 2 I TACO TIME BUILDING i I J 11:::-/t--M --ti"-, ------ 0 0 , :,..,---RE-ROUTE EXl~TING STORM LINE 0 I . t ~-" r------. r---'\ I ~ ~(4) 125LF 72" CMP ~ STORMWATER YV DETENTION PIPES V r 2" PE DOMESTIC SEtVICE ~~IIT:.;.N.,=/~,~ ;-=--~~;(p_: ............... CB #16- 1 '°' , "' <c:o. "' ·. ~ 2 "' '()_'('@IO "' ~ 1f,"' ~ ~ tl--11, . ' -~ ~N<l'• ~ I ~ " I) l'-0_.9" V " 1// "' "' ~ ,-4LF 36 ¢ ' MP @ 0.0%, V/ J'o1' G) . "' ~ "' '-3' 11LF 8"¢ PVC SDR35 @ 2.7%I\ \ ' ~-' @I ' "' '/ L-::;~:;::;;;:::~:=:::::::::=::::-~°" , , \ C'*' 1 .,, ... POWER EASMENT REC. NO. CB #2 " \ 13'>-,. ~~--..v~ CB #0 3 f ~ '\ '\ I/ 8303220985 EXC. 6 ,, ~ \ \.:./ "' .~ ~ ~ >(_"ti II II I' ~ ' 1-I) PROPOSED 1 o· BUILDING a-. TEMP~ CONSTRUCTION- , ·~· '---'t;:~__:2LF 36"¢ CMP @ 0.0% AREA OF BLANKET CONTAINING 1 O' POWER EASMENT REC. NO. 8308120632 EXC. 9 .,, CB #18, CB #17 -SETBACK ~Q.5% EASEMENT A REC. NO. ,- . 1 ::=, ---I 'i , -0',\Zlf \'L~ Cl<II' UTILITY EASEMENT REC."" 20120416000526 I -10LF 8"¢ PVC SDR 35 @ 9.0% lo\ (.!),_CL/. TEMP. CONSTRUCTION~ I b I . ~ I. _-.• _ -:-'"~ \--=" p. ,,,, :.--NO. 201301230000120 '°' , EXGC._1_2_,_...----G , ~CB #11 ,1 "3:.J [ ;:::';;., EASEMENT B REC. NO. "-..._ ,,,, , "=== // c..-: 20 20416000526 EXC. 12 '\_ ;:::.====·.f. T . ' ' -, ) CB #01-T I/ p p T p T '-.. y---;-,-c-, ----P--G------------P-=--=--=-~4~'+_-::.=iJ-p-=.-=.~i::,L/~J..--t _____ p __ -G~'---·-S,/.--::::._p ·---t.-.,,._1_·_-=:_ ---·_-:_~· ~ . ~ ~---, --~ cs #lOi~ , . -... ------. CONNECT ~o EXISTING PoviE~ CABINET i/----,.,·,-.,-J'=--= .. ,'-_---_r_,_ --. -., _:_. -_~ , , T.----+--F--r ___ ._,._F-----~-c;s,o""N"'N·Ec\!~Eix~~~~----t··::::·:!'.'tl+--__ \ i CONNECT TO. EXISTING TELEPHONE VAULT _.-J.o-L,.; _ C,• -, ~ _-"., --r,•'<-•~-~,i;.__, ___ _ ·1,e. '-., __ ''-'·---.' / ______ --·----,--G). ·•>,">,[(;·:':------,.[_ ,_ __,..,___ ; ' LL LL 2" PE DOMESTIC SERVICE-.........., CONNECT TO EXISTING WATER "--.. i--- MAIN IN N.E. 4TH STREET LL I 6" DI CL52 FIRE SERVICE CONNECT TO EXISTING WATER MAIN IN N.E. 4TH STREET . ' Date Plotted: 1/14/2014 11 :02:45 AM Filename: \ \DATA.BCRA.COM\X\PROJECTS\ 13000\ 13245.ALOO -TACO TIME RENTON HIGHLJ\NDS\CIVIL\07-CAD\BCRA\PRODUCTION DWGS\ 13245C-401 By: ACIRILLO J. (.!) .. G) LL " VrCONNECT TO EXISTING GAS MAIN IN N.E. 4TH STREET G) (.!) ~ 6" DI CL52 FIRE SERVICE CONNECT TO EXISTING WATER MAIN IN N.E. 4TH STREET / . ,-I ,.. (] -~ --..... . ------·--r,· ---.,... ---.-.. 1,,,_ ---. . .,~ I 13 I 14 I 15 I 16 \ , ~ LEGEND ----PROPERTY/BOUNDARY LINE -------BUILDING FOOTPRINT -STORM DRAIN LINE EASEMENT ---0---STORM DRAIN LINE 5 0 10 I •-i ---~' SCALE: 1 "~ 10 -------TRENCH DRAIN WITH CAST IRON GRATE 1111 CATCH BASIN TYPE 1 @ CATCH BASIN TYPE 2 ---SS SANITARY SEWER SERVICE LINE • SANITARY SEWER CLEAN OUT ---W---WATER SERVICE LINE o'l WATER METER ,._ FIRE DEPARTMENT CONNECTION 0 POST INDICATOR VALVE ---G GAS LINE ---P POWER LINE ---T TELEPHONE LINE e--111 LIGHT POLE UTILITY NOTES: REFER TO SHEET C1 .01 FOR UTILITY AND STORM DRAINAGE GENERAL NOTES. SHEET NOTES: 0 72" STORMFILTER MANHOLE WITH (6)-18' STORM CARTRIDGES AND SOLID LID. r,;\ FRANCHISE UTILITIES TO BE DESIGNED BY OTHERS AND ARE SHOWN AS NAME: CB #01 CB #2 CB #03 \::./ CONCEPTUAL ONLY. 0 DETENTION SYSTEM CONTROL STRUCTURE. STORM STRUCTURE TABLE DESCRIPTION RIM: TYPE 2 -SOLID LID 396.6 TYPE 2 -SOLID LID 395.7 TYPE 2 -SOLID LID 395.3 IE IN: 387.4(E) 387.5(NW) 387.6(N) 387.8(E) IE OUT: 387.6(W) 388.1 (W) 388.1(N) 1---------1·-·---------f-----t------t-------1 CB #04 TYPE 2 -SOLID LID 396.4 CB #05 TYPE 2 -SOLID LID 396.2 388.1 (W) 388.1 (E) 388.1 (S) 388.1 (E) 388.1 (S) 1-----------------~--1----+-----1-------+ CB #06 TYPE 2 -SOLID LID CB #07 TYPE 2 -SOLID LID CB #09 TYPE 1 -VANED GRATE CB #11 TYPE 1 -VANED GRATE CB #12 TYPE 1 -VANED GRATE CB #13 TYPE 2 -SOLID LID 396.0 395.8 393.6 394.0 396.4 397.6 388.1 (W) 385.4(E) 388.1 (W) 388.1 (E) 388.1 (S) 388.1 (S) 388.6(W) 391.3(N) 393.7(SE) 388.4(E) CB #14 TYPE 2 -SOLID LID 396.4 388.2(W) 388.2(S) -··-------,----------t----1-------t-------j NORTH FILTER STORMFILTER MANHOLE 395.6 387.8(E) 385.5(W) SOUTH FILTER STORMFILTER MANHOLE 394.3 390.4(S) 388.1 (N) CB #15 TYPE 2 -SOLID LID 398.6 386.6(S) CB #16 TYPE 2 -SOLID LID 398.1 386.1 (N) 386.1 (SE) I---------------------1-------+----+-----I CB #17 TYPE 2 -SOLID LID 396.9 385.9(NW) ---~--------f----t-----f-------J CB #18 TYPE 1 -VANED GRATE 392.8 390.8(N) CB #19 TYPE 1 -SOLID LID 394.7 391.5(NW) CB #100 TYPE 2 -SOLID LID 399.18 386.78(NW) CB #101 TYPE 1 -SOLID LID 396.30 385.85(SE) 390.8(SE) 391.5(S) 386.68(SE) 392.78(SW) 385.85(NW) 387.1 S(NE) • . r ".. -: • Know what's be)OW. Call betorn you dig. 1--u w --, 0 0::: 0... IJ < Ct! u m (f.) 0 z :5 I CJ I z 0 1-z w a:: w ~ -l- o 0 <( I- tu llJ a:: f-- (/J llJ I 0 f--0 " (.) f--a_ (/J -<{ N llJ <{ ~s a:: -oz zO " f--~ z ~ llJ " a:: DRAWN: ACC/RMB DESIGNED: ACC/RMB REVIEWED: JJG DATE; 01.13.2014 BCRANO. 13245 CADD FILE: 13245C-401.dwg SHEETT!TLE -·-- PRELIMINARY UTILITY AND DRAINAGE CONTROL PLAN BCRAII <l:l<:Dl'YHIGfff -SCRA, <e!C.AL.l RIGHISRESEHVED SHEET J ·" 'i n 1 --.. • ' ••• -' .• ( . 1 C4.01 SITE PLAN REVIEW