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Home My WebLink AboutLarge Format-------- ,"";': ,,'2:, ,I,. ...i·,. ',. c,,,,1 ,:'ir' 'b, .' .""'.' " I ., . • icc'", ":';:"-\."""';"" Level 3 .' ' ... ' Ci)------- (j)Y--------- , .-..,..~ ------- CD-t------ --! I 'I ~ -11--- -11--- I···. . I -+--~ Uffid~CL;:::O;;;SE;:::T~_ 18g1 II" "II CLOSET ~ ! LI'fING LEVEL L::,38 121 SF 449 SF CLOSET - - : LI'~ING LEVEL LIVING LEVEL 553 SF 535 SF l c ------- I 95 SF --+-I ~ --------- .• ... , •. ',.'. ,-".'.'01 .,.", I. ''( •. - -,,'I""""" 'I""·' . "" '--'\ 171 SF WD CLOSET . I l8J;j l , ~ , ----+111--------- 1 "rMf --------r---- LIVING LEVEL 601 SF D o 4 8 I I' . 16 GROSS FLOOR AREA: 6397 UNIT DETAILS UNIT 1: LIVING: 900 SF LOFT: 730 SF TOTAL: 1630 SF UNIT 2: LIVING: 507 SF LOFT: 341 SF TOTAL: 848 SF UNIT3: LIVING: 507 SF LOFT: 341 SF TOTAL: 848 SF UNIT4: LIVING: 507 SF LOFT: 341 SF TOTAL: 848 SF UNIT5: LIVING: 680 SF LOFT: 572 SF TOTAL: 1252 SF UNIT6: LIVING: 576 SF LOFT: 368 SF TOTAL: 944 SF UNIT7: LIVING: 956 SF LOFT: 650 SF TOTAL: 1606 SF EllumU5 WWW.ELLUMUS.coH 3600 1 36TH PLA()E: BE SUITE 230 BELLEVUE, WA 9SODi5 PH (425) 603-00B8 FAX (425) 603-0068 INFO@E:LLUMUS.COf'l TITLE MY DENTAL MIXED-USE 521 PARK AVE N RENTON, WA 98055 KEY pLAN III!lUED !'"OR: CAT"': SHEET CONTENTS LEVEL 3 FLOOR PLAN SHEET NUMBER 1 1/8"= 1'-0" @22"x34" ~ ,A201 A 1 03 L_------------~-----_.·cc':--':·'C.,"--",J'C.'-' '--'i'_~.---___ _l*1'_' -,-' ---.:---~--------~------------------------------r_----------~---------------------+----------~----"W~1;lNl:<a.\);1-"OP',1I<:llT&I""CLLIJMUt,LlC I , i I 0., RECglVED L---------------------~-'-"'~.---------_t~-~------------------------------------------t---------------------------------r----------~-~-------------------~ I ! AUG 215 ZOi4 " .. - ! i CITV OF i mo N!'O t,l PLANNINC} DIVISION ! (1', Level 2 (1j 1/8" = 1 '-0" @22"x34" (3)------ CD--- = r "~ = ,~ t -I-- ( : ::J r-F=:::::;] I -fft-_Sterilization yabl pan-tll--_ _ r--I~-"""lr-___ ~~~_ ReCE!ptiOIY?-"{ 74~tol'll I ~U~"'v~~ ,.." I Office 82S~ 144 Sf t.====F1 ~I-\~~ 183 SF -11--- Staff Lounge - - I~ IL ' , , , I r : I\J ' , , i , , , , , 1\ , , , , I '--. 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UED F'CR: DATE: SHEET CONTENTS LEVEL 2 FLOOR PLAN SHEET NUMBER A102 I ~---------------------------------------------------------------------------,----------------------------------+---------------_~'~01<t13>OOA~cr'"~~::H!UMUS,llC RECEf\/8D ~------------------------------------------------------------------------------1-------------------------------__ + _____________________________ -'illLJLjL!j 2[j1!~ CiTY Of R",NrpN PLANNING D1VISiqN 1 I ! A SCREEN _____ ~ ______ +-_ __ _ _!~ -r AIR COND~~NG UNITS _ I __ -__ -+ _ -+ ________ ~ ___ RO~i~~~;' ~ -----~ ---~ __ --,r'I-----,----,f--If-----.------n - --; -~-- ----:---;-1 -----n---------P5a~~_p~~ ~ ----------:~~hffi~~-i~~h01~~~~~~~~~~~~~=====*=~====~~-------4~~ ,,"k--1I+-+H-I-I=:::;::=~===t===1 / 7 , , ---------~--I-++H t=::--I:==~ , , ---1~~' ~===';::*=======r==:PC==-~ -1-------_~LeveI3 Loft /Cl I 39' -0" ", DD ~ ____________ ,~H~~=~===~==~D~D~==~,=,'~==~~~=~!==~===~~ ________ ~~~ ~ " , __ ,I" , __ cl_''--1L",c",·,,·~i:,I211Ic;;'I-'' ,-,Ik I I =d l ~ , , r-1 Grade of Exterior ~ , I bJ I I Level 1 .-, Sidewalk ~ j~III~III~III~III~ni~11 l~ni~11 r~IJI~ll 11 ,lm~, II r~:III~III~:III~~III~:III~lllj~IJI~IIJ~III~11 1~1"~"I~I,,~m~" r~lr~llJ~ni~ILI~11 I~II I~II ti II ~19T~~ 1 2051256" I I I i I ,~ Section 3 0 118 "-1'-0" @22"x34" · , I I. t , , I -, L _____________________________________________________ -------+---------------------------+-----------~125<"l1<11'30:45""'----oooP\.,m-rr"'~~,'ELWMIJS,llL- EllumU5 WWW.ELLUMUS.COM 3500 1 36TH PLACE BE SUITE 230 8ELLEVUE, WA SlBD06 PH (425) 603-0DB8 FAX (425) 603-0068 INFO@ELLUMUS.COM TITLg MY DENTAL MIXED-USE 521 PARK AVE 1'1 RENTON, WA 98055 STAr.IP KEY PLAN --", ----- IHBUECD roR: SHEET CONTENTS SECTION SHEET NUMBER A302 r~ECF !Ve i) ,J J-IUU " " ,Ij ,', '-'T" Or. 'dO" -, "." "fl"~a f ..• r j PLANNING Di ~ ,,~, STAKE TREE WITH (2) TREATED 2"111 LODGEPOLE PINE DOWELED TREE STAKES (8'-0" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR 'IHUNK GROWTH.--... "CHAIN LOCK" OR EQUAL TREE TIE MATERIAL (1" SIZE) NAIL OR STAPLE TREE fi!: MATERIAL TO STAKE TO H(')!..D VERTICALLY. LOOP EACH TI~ AROUND HALF TREE LOOSELY TO PROVIDE 1" \ I~ NOTES: PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. SHAPE ~OIL SURFACE TO PROVIDE 4' DIA WATERING RING. TREE CLEARANCE SHALL BE PER STD PLAN NO 030, SEE STI) PLAN NO 424 FOR TREE PIT DETAIL. ADJUST TREE TIES DURING ESTABLISHMENT TO L W ROOM FOR GROWTH (@1" SLACK). RO BARRIER REQUIRED ALONG EDGE OF RO AY, CURB, DRIVEWAY, TRAIL, SIDEWALK, tR STRUCTURES WHERE ROOTBALL IS J; Two FEET; PLACE VERTICAL , :,!,~~~~A~tlRIER AS SHOWN IN STANDARD , ~ !k:tlO 424a OR 424b. INSTALL ROOT ~ ~ BARRIERS FOR NEWLY PLANTED TREES ONLY. ~,,-3'-6" MIN SLACK FOR TRUNK GROWTH·----t-___ I~=-=-====-=-=I~=-=-=-===-=-=~ 2"=3" MULCH DEPTH (TAPERED AT --.,----t -mVNK) MULCH TREE PIT MIN 5'-0" LENGTH X FU!..L PLANTING STRIP WIDTH BETWJ:EN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0" WIDE) OR PROVIDE 5'-0"DIA MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0". 18" ROOTBARRIER AT SIDEWALK.,--~~ ROUGHEN SIDES OF PLANTING HOLl: MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING , ADJACENT PAVING/CURB~. -----lJ ROOTBARRIER; PLACE AT EDGE OF PAVEMENT/SIDEWALK/ETC.; PLACE PRIOR TO PLACEMENT OF NEW SIDEWALK OR CURB TO PREVENT UNDERMINING. SEE STD SPEC SECTION 8-02.3(6)B, OR AS APPROVED BY ENGINEER. REMOVE ALL WIRE, STRINGS, AND OTHER NON-BURLAP MATERIAL; AND REMOVE BURLAP FROM TOP % OF ROOTBALL MINIMUM. REMOVE ENTIRELY WHEN DIRECTED BY THE B+GlNffib-" SlOO~ 33lli H11M NOIlI13dV'lO:J 3::ln03~ 01 ':J13 'S033M 'SS\f~~ .:10 ~\f31:J 38 01 \l3~\1 H:JlnV'l r-'=-j--SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE. '. / 1r--3" TO 4" HIGH WATERING RING (SEE NOTE 2) TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVA TION). DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL. DRIVE STAKE AT ROOTBALL EDGE (TYP)(SEE NOTE 1) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK. INSTALL 1" ABOVE CONTAINER -----. DEPTH PLACE 2" LAYER OF SPECIFIED MULCH OVER PLANTING BED. EXCEPTION: PLACE 112" DEPTH SPECIFIED MULCH OVER RHODODENDRON ROOTBALLS. REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS-SCORE ROOTBALLS IN 3 PLACES TO 1/2" DEPTH, r---' TOP DRESSING FERTILIZER ~-PROVIDE WATER SAUCER FINISH GRADE OF SOIL ::'lCI-7';-;~'~--PLANT TABS. QUANTITY ACCORDING TO BACKFILL PLANTING PIT WITH __ ----.tc -,-::-~~=Cd;JCr(--'"1 MANUFACTURER'S SPECIFICATIONS. SPECIFIED MIX OF NATIVE AND IMPORTED SOIL ·----IF PLANTING PIT IS ACCIDENTALLY OVER·EXCAVATED, BACKFILL AND COMPACT TO 85%. NOTE: DETAIL APPLIES TO TREES, SHRUBS AND GROUNDCOVER PLANTINGS CD SHRUB PLANTING DETAIL 2 ~-=-=-=--=----=.:........:.:......:...:..=---==------- Scale: NTS 2"-4" WOOD CHIP MULCH 3" OF COMPOST INCORPOIRATED INTO SOIL TO 8" DEPTH l PLANTING BEDS TURF (LAWN) AREAS GRASS: SEED OR SOO H~" OF COMPOST INCORPORATED INTO SOIL TO 8" DEPTH SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE), AS DETERMINED BY THE ~~ /~~~Y7 Y>J0-?<')-Y~~--f SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE), AS DETERMINED BY THE ENGINEER " ' , ' ' " " ~'--~-~---'-- 12" NOTES: 1. ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION, AND NOT COVERED BY BUILDINGS OR PAVEMENT, SHALL BE AMENDED \11TH COMPOST AS DESCRIBED BELOW. 2. SUBSOIL SHOULD BE SCARIFIED (LOOSENED) 4 INCHES BELOW AMENDED LAYER, TO PRODUCE 12-INCH DEPTH OF UN-COMPACTED SOIL, EXCEPT WHERE SCARIFICATION WOULD DAMAGE TREE ROOTS OR AS DETERMINED BY THE ENGINEER. 3. COMPOST SHALL BE TILLED IN TO 8 INCH DEPTH INTO EXISTING SOIL, OIR PLACE 8 INCHES OF COMPOST-AMENDED SOIL, PER SOIL SPECIFICATION. 4. TURF AREAS SHALL RECEIVE 1.75 INCHES OF COMPOST TILLED IN TO B-INCH DEPTH, OR MAY SUBSTITUTE 8" OF IMPORTED SOIL CONTAINING 20-25" COMPOST BY VOLUME. THEN PLANT GRASS SEED OIR SOD PER SPECIFICATION. 5. PLANTING BEDS SHALL RECEIVE 3 INCHES OF COMPOST TILLED IN TO 8-INCH DEPTH, OR MAY SUBSTITUTE 8" OF IMPORTED SOIL CONTAINING 35-40" COMPOST BY VOLUME. MULCH AFTER PLANTING, \11TH 2-4 INCHES OF ARBORIST WOOD CHIP MULCH OR APPROVED EQUAL. 6. SETBACKS: TO PREVENT UNEVEN SETTUNG, DO NOT COMPOST-AMEND SOILS WITHIN 3 FlEET OF UTILITY INFRASTRUCTURES (POLES, VAULTS, METERS ETC.). WITHIN ONE FOOT OF PAVEMENT EDGE, CURBS AND SIDEWALKS SOIL SHOULD BE COMPACTlED TO APPROXIMATELY 90" PROCTOIR TO ENSURE A FIRM SURFACE. CD TREE PLANTING DETAIL Scale: 1"=10'-0" 0f..--S_O_I_L_A_M_E_N_D_M_E_N_T_D_E_T_A_1 L---~-------s-ca-Ie: N-TS " • r,C o 00 O----~~~~NDCOVER O '0 G SPACING ACCORDING TO I PLANT SCHEDULE o CD 0 0 0 0 ~POSITION PLANT 150 mm D.C. , .:: FROM CURBING ! ~-INSTALL FERTILIZERS PER MANUFACTURERS RECOMMENDATIONS TOP DRESSING FERTILIZER AS SPECIFIED INSTALL 1" ABOVE CONTAINER --, DEPTH r--TYPICAL FINISHED GRADE WI 2" LAYER SPECIFIED MULCH. VERIFY SAUCER SCORE ROOTBALL 3 PLACES TO 1/2" DEPTH -'--.... ~' .. : <yS(;rTi--'= :. : 0<;5 .. '. -'-! I I'----t ... -'-~ .. _I! .• •. ··.~-I -! I -~ . TilT ~!, -I,! . -. -I I J'y_.. . !------' I UNDISTURBED SUBGRADE -__ ~,+r::::-t-_+, ; "'1' I I~I::-----=I 1 -1.-1 I ! r -'! =--...-1 ,"'-!! ~ ~ ~ ,<- -~ , PLANTING FERTILIZER AROUND ROOTBALL BACKFILL WI APPROVED TOPSOIL CD GROUNDCOVER PLANTING DETAIL 4~~~~.!--~~~~--- Scale: NTS I I \ ElLumus WWW.ELLUMUS.L:dM 36C10 1 35TH PLACE SE SuiTE 230 BELbEVUE, WA 9SOD6 PH (425) 603-0088 FAX (425J 603-0068 INFO@ELLUMUS.CDM SIT~ p",\IININ~ A~O L~~DSCApE MClllT.~TCR5 1"07 D"I" ",,,"UO N","" Su,"," S.,,"e, W~ .," 07 TI>o._;,'.I." "HO.H'."" MY DENTAL MIXED-USE TITLE 52 -I PARK AVE N REf'.ITDN. WA 9Ei055 STAMP ~lA1"of WASHINaTO~ RECISTERED i-"('L IJERIJY COBURN CERTIFICATE NO_ 883 KEY PLAN I!lSUED .DR: DATE: LANDSCAPE OB/z2/20.4 5UElMITTAL SHEET CONTENTS LANDSCAPE PLANTING DETAILS SHEET NUMBER L2.00 f<ECEIVED AUG 25 Z014 eny 0"1' 1?i''''''~[)M • • •. ".) c· I', nJ PLP,j\Ji-.JING DIVISIO,\! , \ ,-~ -". ()~KE~Y~P~L~A~N------_+---- NORTH ) --.-.--.~------_._---~~~~-.------~ 6" 6'-5" ()~S~E~C~T~IO~N~1~ ______________ ~-------------------------------------~ ________ ~ ______ ~S~ca~le:1~/2'~'=1'~-O" ,,-~---..•. ,~--, ------ o v r: I W 0:: ::J I-« :2: M N 13'-6" 6" a ~-I D o oaln ~l ?v ~I C] CDc! OVCl{r-c; Q a (] \.7 0 o w 0:: ::J !;: :2: ~ ~ <0 : ill! , 6'-5 11 6" ; ",-, w, .; , ()~~S~E~C~T~IO~N~2~ ______________________________________________________________ rl------~s~=le~:1/:2"=~1'-O_"~~ __________ ~ Ellumus WWW.ELLUMUS.COM 3600 1 36TH PLACE SE SUITE 230 BELLEVUE, WA 98006 PH (425) 603~OOBB FAX (425) 603-0068 INFO@ELLUMUS.COM Gem g~1~[ ~Qo.UPI n"t:' ,l~ SIr;; PL~NNI~G ANO LANDSCAPE ARCHlr~CWfl~ tiGI """"" Moo", No,th. "",t,:J Be,Ule, WA 981'J7 Ti •• i_'''_'''' '!Zo,.'" "" rviY DENTAL MIXED-USE TITLE 9.21 PARK AVE N R~NTON, WA 9 8055 STAMP ST~l'IO()!, WASHINGI0~ REGlSIE~EO 7'::"ZZ. / JERf,(Y COBURN CERTIFICATE NO. 003 KEY PLAN ISSUED F["" LANDSCAPE SUBMITTAL DATE: D1'I/2212"'14 SHEET CONTENTS SECTIONS SHEET NUMBER L3.00 AUG 2 S 10'!', , ,. " , , ,)' " , j 1 ." 'j: j ,I .. , A '---_ B w en ::> , o w ~ :?! c ...J ;:: Z w o >-:?! 0 E F H J K L OF WATER NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION hlEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL B[NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE. BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEM~T LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110AND Clll OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA Cl04 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-'ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPEDPERANSIjAWWA Cl05/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSIjAWWA Cll0/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSIjAWWA Cl04/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANsljAWWA Cll0-A21.10-87 OR ANSIjAWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSIjAWWA Cll0/A21.10.87 OR A COMBINATION OF ANSIjAWWA Cll0/A21.10.87 AND ANSIjAWWA C153/A21.53-94 SUCH THAT ltiE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSIjAWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA Cl10/A21.1O~87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA Cll0/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY,BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WlEDGlNG DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING Wllti THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEWSEAffiE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER .4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKYilSE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS YIITHOPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 9 CITY OF RENTON GENERAL SEWER NOTES 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE Wl1H 1HE STANDARDS AND SPECIFICAllONS OF 1HE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARlMENT AND THE LATEST EDITION OF 1HE WSDOT/APWA STANDARDS AND SPECIFICA llONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 1HE RENTON STANDARD PLANS & SPECIFICAllONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL llMES DURING CONSTRUCTION. 2. 1HE HOURS OF WORK IN 1HE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFlCAllONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRlllNG BY 1HE PLANNING/BUILDING/PUBLIC WORKS DEPARlMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK Wl1HIN PUBLIC RIGHT OF WAY. 3. ALL LOCA 1l0NS OF EXISllNG UllLlllES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO VERIFY 1HE TRUE AND CORRECT LOCAllON SO AS TO AVOID DAMAGE OR DISlURBANCE. 4. A PRE~CONSTRUCllON CONFERENCE AND A 24 HOUR NOllCE SHALL BE REQUIRED PRIOR TO STARllNG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARllNG CONSTRUCTION. (lNSPECllON WILL BE ACCOMPUSHED BY A REPRESENTA llVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOllFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFlL~ING ALL CONSTRUCllON. ! i 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, ME1HODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCllON SITE. 6. IT SHALL BE 1HE RESPONSIBILITY OF 1HE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION .. . . I 7. PLANS APPROVED BY 1HE CITY OF RENTON, PUBLIC WORKS D. EPAR,ENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. . I 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WI;lENEVER CONSTRUCllON IS IN PROGRESS. 11. THE 4 INCH PUMPER NOZZLE SHALL BEFITTED WITH A STORZ ADAPTER, 4 INCH SEA TILE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATIACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT AIRCRAFT CABLE.. . , DRAWING OF 1HE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE 'PAINT NUMBER 43-655 SAFETY YELLOW OR SIGNED BY A UCENSED PROFESSIONAL ENGINEER OR UCENSED PROFESSIONAL APPROVED EQUAl. SURVEYOR.! 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. \ • 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FO(fl~~tt)1)RANIS, IL,ATE'§T.flEVlSlQtj,i'&ji,,,,;i;;j.i.l"j;;;'iYJ~l~·~;til(,,.iitidO.''ii;BACKFILL,)SHALt.;,;BE~PLACEQ.;EQUALLYiiON,BOJH '. J5 ... ALL,WA TEBMAINS.,10j"'Cj.iES AND.1SMALLER;IO UAINTAIN X;MINIMUu ,COVER OF. 36 INCHES BELOW FlNISI1 GR'A'D-E -ALL WATE' R'''A'N' ·'2·· .. ~ . ..... .. "...' .. .-"-,~-~-~.-.. ,',,,-----" .. '" ." '. . . ,.",., .. ,.",_,._" __ ,,,,,.~~:,,,.,",_,,.,,,~g .. ,\},,,,:,j_"""".,,,_,_._._.~.'''''h!I!!1'''_''''''''''''_'''_''I .. _,_Sh,,,w.~"'!'>""'M, .. I . IV! I 1 WITH A LOOSE AVERAGE DEP1H OF 6 INCHES M~~~I~~~~\~XX1~~cr~;if5~i*~~~?~ .' '\!IN<:HES:~ND'~A,gGE~;SH,A!+"B,~,AI'~MINI~~~,jigfi',1!l,,\I~,~,~~?;:§~~~~j~NI?Ii"GRAD~ WHERE UTILITY CONFLICTS OCCUR, WATERMAINS THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT 11 , i , . I ' -BJ, I i i I I -&. .. ;;:1 12 ,<gri!~~fAt~ : I I BASED ON CITY \ \ I \ ARE. lOBE LOWERED TO CLEAR. . ~ ..... . ••. COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON ' 'SIDE OF .. 16. ALL WATER~AINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLE;~N!~.GPIGSPRIOR TO DISINFECTION. THE 1HE PIPE OR TO THE SIDE OF 1HE TRENCH. MATERIALS TO COMPLETE THE FILL 'POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CV. .. F1:DE NSITY FOAM WITH 90A OVER PIPE SHALL BE THE SAME AS DESCRIBED DUROMETER URETHANE RUBBER COA llNG ON THE REAR OF 'PIG" ONLY. I ,. • I ~ROVIDED AS-BUILT IINFORMA 1l0N i 17. "PIG" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE WlLLPER~ORMltiE CLEANING OPERATION. . 11. OPEN CUT ROAD CROSSINGS FOR· UTILITY TRENCHES ON EXISTING rnA VELED 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF PSI OR 150 PsrOVEROPERAll~G PRESSURE,. ROADWAY SHALL BE BACKFILLED Wl1H CRUSHED ROCK AND MECHAN'ICALLY IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE STATE HEALlti DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF CITY OF RENTON. THE QUANTITY OF WATER COMPACTED UNLESS 01HERWISE APPROVED. l¥ONNECT TO EXISTING ';2" GAS MAIN , LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A .: PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM. HYPOCHLORITE SHALL NOT BE PLACED . THE PIPE AS lAID. CHLORINE SHALL BE· METERED/lNJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F '. THE STANDARD SPECIFICATIoNs REFERENCED I ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS' REQUIRED FOR SCHEDULING. . . 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTINC NEW 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY D[,D,.jiTC' . TO STARTING CONSTRUCTION. 23. INSTALLATION. OF CORPORATE STOPS, WA TERSERVICES. LINES ANDJiETERS .SHALL DONE UNTIL ALL SERvlCE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF .. . THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPl.lSHED BY 1M" .1., ~~lI;'{\~~'"r:. E~XCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM .. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPL!SHEDBYA REPRESENTATIVE OF THE "n"'LL BE THE CONTRACIOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR(24). . . IN AD, 'VAN<:E BACKFlWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT .DRAWINGS. 26. CONTRACTOR TO PROVIDEPLLJGS ANlfiEMPORARY BLOW-OFF ASSEMBUESFOR TESTING PURITY ACCEPTANCE PRIOR TO FINAL ~.. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A M'''''MUM SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT; SIDEWALKS, CURB: . A MINIMUM DEPTH OF TWO (2) INCliESORREMOVED TO AN ." XPANISloN 29. A TEMPORARY COLD MIX ASPHALT PATCHSHALLBEPlACm .ON PATCH TO BE PLACED, TO CITY OF RENTON poLtCY, WITHIN 10 FINAL PATCH. * . . M",.ur "L.W""" BY THE STAR MANUFACTURING WORI(S DEPARTMENT. (2) INCHES. OIL MAT STREETS MAY BE u"',Yr:.n,,· Y APPROACHES SHALL BE SAWCUT TO EXC.A.VAllIDN WITH A PERMANENT, SEALED SW?GlRADE INSPECTION PRIOR TO PLACEMENT OF 30. FOR CITY PROJECTS SUCH AS TELEMETRY"CONDUIT, THE PVC PIPE USED . SHALL Dt,"'LL iGIEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS ANON SCHEDUlE: .. UNDER IMPROVED AREAS. : \::-'" -.", -> ,-,',;:'-' ' . -:~~~--: ;:: . I' . CITY OF RENTON I 12. DATUM FOR VERTICAL CONTROL SHALL BE NOR1H AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NOR1H AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY 1HE CITY OF IRENTON PUBLIC WORKS DEPARlMENT. REFERENCE BENCHMARK AND ELEVAllqNS ARE NOTED ON THE PLANS. ' 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 01HER~SE STABILIZED TO 1HE SAllSFACllON OF 1HE DEPARlMENT FOR THE PREVENllON OF ON-SITE EROSION AFTER 1HE COMPLEllON OF CONSTRUCllON. ' 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDAllON IN ACCORDANCE WITH 1HE STANDARDS AND SPECIFICAtioNS OF 1HE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARlMENTAND 1HE LATEST EDITION OF 1HE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 1HE CITY OF RENTON IN 1HE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF 1HE TRENCH BOnOhiOR THE TOP OF 1HE FOUNDA 1l0N MATERIAL, AS wELL AS PLACEMENT AND COMPACllON OF REQUIRED BEDDING MATERIAL, to UNIFORM GRADE S01HAT 1HE ENTIRE LENG1H OF 1HE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 1HE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCllLE IRON CLASS 50, UNLESS 01HERWISE APPROVED BY 1HE WASTEWATER UllLlTY. . 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETE~ CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECllONS TO MATCH PAVING. ICOORDINATE Wl1H jUllUTY I iCONNECT TO ITELEPHONE ICOORDINATE Wl1H ,,!,~llLlTY EXISTING SS MANHOLE RIM i= 32.56' , 8" It = 26.21 I AS NOTED ____ ~ _________ Date ______ r---+-------------------------~~---+--+-~--~~~------+-------~ _ _ , __ ~ _ _c_ ___ Date,-· --,--'---~==+~~~~==========tm~$z~4==jCHD"";c;;WN~' WL~------l _ '1 0. HE INCH I Annrmip.<1 b' D t CHECKED: . y: _ a e JAC AT ruu. SCAlE 1-==:"'.;;;...,------1 If NOT ONE INCH Annrnved b NO. REVISION BY APPR APPROVED, SCAlE ACCOROINOLY J!JC; 1505 N. Suite 305 WA98109 .. '- VERTICAL: NAW 19!18 HORIZONTAl...: tW> 1983/1991 LEGEND 1HRUST BLOCK WATER UNE GATE VALVE i' WATER METER , ,I POST INDICATOR VALVE if " ! 11 ( ...... -, ............ , .... " \. -,.,/' '", Zl ,/ " .... -,~~ .. -,' " 15 '" 12" W . ~ • Q I I SANITARY SEWER MAIN 25 LF SS SS CLEAN OUT TO GRADE • ELECTRIC --I:-E -- PROPERTY UNE - - - - GAS UNE G GAS METER ® .. -~.--, --~-, ._---_.- I Know what's below. Call before Y04 dig. I I I I J ) , , ! ! --~ jr----']7"1 .... -........ -,1 '. . ffi GAS ENTRY TELEPHONE II j 4" FIRE ENTRY ·1 DOM. WA ENTRY I APPROXIMATE o LOCATION OF • I EXISTING WATER '.D , MAIN CONNECT TO I EXISllNG WATERMAIN I I i FIRE HYDRANT TO REMAIN. I NEWS" STORZ ADAPTER. Planning/Building/Public W', ~rk Dept.r CONNECT TO GRAPHIC SCALE .(.INFEET) 1 Inch = 20 ft. , MY DENTAL MIXED-USERECj-IVEr~*1 _1/_14--\ SPR UTILITY PLAN ;u~~ 5 20;~ ~:;;:---I RENTON, WA , " I I I I I I Y -------- \ l-l i ,.' ," II,,·, ,-_GRAV~L' >1 I \ FXISTING ~~EETO '--'------'--~ .>-' --- I fE REMolT TYP. k--__ I j I , • I I jl k I ' ! ti'-;'vFLO;'")[ ARl4 ./'1~-} SCJFT ,1-/--CJ ~:r: ,,,-,, '-' '_"'j,V'_~ I "//, ------- ~--r_--_ i , i I ' I I ,\ i __ _ \\ --------, -----1,\///----------- I ~ ---- I i \ ~ I o I " . , ____ L------ ___ ~----------~----Co ~ ----, -Vv' eA TC,I i GASIN ,'''';'11\'1= .5/'.10' ,'2" Cp,P 5 2E'.2'j' i/" cpp ;--2E'.25' .u u " :,.~;;> !' c:o r, ,,'"' ll) 0 ~, ~ ·-l ,.:;; SQ,~ :J,?, Q~~ ; " '/',hLf-------!"I-+--,--H+------- i ·4 -------------I _~=~=-_ PROP'fSEP BUILDING F()()IPBINT-----------' ---- ~~~-r--~~ ---I-~_~-=--==~=--~_Iv--;n";- 'i" , ~------ ---_ ~r '.' ... 06-25'-'14-~ " d GRA-VEL IS ' :j -, ,,-5EI 1/2" REBAR & CAP I Y " 2." 5 or :,,-'-. T.P. NO. 72240C0845 'iGrGD lS #15025" , ll:::: LlN[ n~~ER:-_ JEFF'S AUTO PEP';,'R LAN . AT-pr:;;OPEPTY ,CORr\iER ! 0 ____ L_O_T_5 ___ --+~_~~_Z~O_N~E_O._C_A __ ~___+---_-.11 0" i 10 J0735' c=)~T~R~E~E~IN~V~E~N~T~~~O~R~Y~P~L~A~N~-----------+!---------------------------O~·~~-:-~-~1~O~-~-~-~-~~20:s:cal-e-:1-'-'=-lO~'~;~ .. , " ,j I City of" TREE RETENTION WORKSHEET 1, Total number of trees over 6' In dlameter1 on proJect Site: 1, ___ 3 ____ trees 2, Deductions: Certain trees are excluded from the retention caloulation: Trees that are dead, diseased or dangerous 2 Trees In proposed public streets Trees In proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: 3. Subtract line 2 from line 1: trees . __ trees ____ trees ____ trees 2 I . _________ rees 3, ____ 3 ____ trees 4. Next, to determine the number of trees that must be retalned4, mu~lply llne 3 by: 0,3 in zones Re, R-1, fl.-4, or R·e . 0.1 In all other residential zones 0.05 in all commercial and industrial zones 4. ___ .15 ___ trees 5, List the number of 6" or larger trees Ihat you are proposlng 5 to retaln 4: 5, ___ 0 _____ trees 6. Subtract line 6 from line 4 for trees to be replaced: (It line e Is lrml than zero, stop hiere. No replacament trees ire reqt.llred). 6, ___ 0 ____ trees 7. Multiply line 6 by 12" for number of required replacement Inches: 7. N~lnches 8, Proposed size oftrees to meet additional planting requirement (Minimum 2" oolipe,Ir"""'1ul,O<Ij 8, ____ NA ____ inches 9. Divide lIns 7 by lIns 8 for number of replacement trses6 : (If """.<I<!! ~ ,8 0, 9, •• 1." IOU.' up 10 tile next ""010 "uml><ll) I. MeaelJr-ec at cheet hel;ht. 9. per tree __ ,NA ____ trees • 000<1, dl ... ,od or d.ogOfOUO ire .. must be eortlflod.o .uch by • !oreat.r, roglslorod land",opo ""Moo!, or certlfled !Brborl$t', and rBpproved by the Clly. 4. OO!.lnt only those tre9 to ~ NtaIMd O4.Jtslcle otaillc.al arM! end buf11ei1J. ~ The City may require modtfication otths tree retention plan to Elll8ure retention of t~e maximum number 1)' I, ... por RMe 404·130H7. il.lnehes af street trees, Inches of ires added 10 crttlcal aruslbliYer., and Inches oI1roes retained on altt! tl\at are lets thaI"! 6'1 but are giemr tna11l2~ eln be !Jed to meet 1M trEe replacetnenl I'\lIqylrernenl 12J08 TREE INVENTORY TABLE TREE SPECIES T-1 P LUM T-2 PL UM T-3 A PPLE TOTAL DIAMETER TREES TO BE REMOVED 8" 8" 8" 8" 8" 8" 24" TREES TO REMAIN ';. \ I , ~~~~}t,;~;fl~~:lfi'~,2.';'_:':~}'; " : r ~ ) ! i I , \ , .i , ! ;1 ,~ I J, IE llU m U 5 W\\'W .I!LLU MUS .COM 3600 1 36TH PLACE SE SUI rE 230 BELLEVUE, WA 98006 PH 14251603-0088 FAX (425) 603-0068 INF"O@ELLUMUS.COM SLT~ "..-.NNlNG AND cANoSCAPE Me. IITEcTURE 1601 u"l8' ""no" ~odh. Sult~ l S'''~., WIo.98101 T""."' ... '2 '''"".2;'.'''' MY DENTAL MIXED"USE TITLE 521 PARK AVE N RE:NTON, WA 98055 5TATEOF WASH(IoJ(;TON REGISlERfO STAMP LA SCAPU.1C Eel l«4 ~L. JERIf COBURN CERTIFICATE NO. I3I.l3 KEY PLAN i!l!lu"", F",,,, LANDSCAPE .6UOlMITTAL 1:J0l/22f21:J14 SHEET CONTENTS TREE INVENTORY PLAN SHEET NUMBER L 1 .10 RECEIVED AUG 25 2014 C.lTY Of !~ENroN P[AN,'lI N(.::; [)[VISI('JN TAX PARCEl. NO, 722«XXJ85O (PER WFG NA TIONAL TITlE COMPANY of WASHINGTON, LLC, FILE NO. 00616B35, DATED NOVEMBER g6, 2013) LOT 6 IN BLOCK 10 OF RENTON FARM f'4-AT, AS PER PLAT RECORDED IN VOLUME 10 OF PLA TS, PAGE 97, RECOROS OF KING COUNTY AUDITOR: SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEl. NO'S, 7224000865 AND 7224(QIIINI (PER WFG NA TIONAL TITLE COMPANY, COMMITMENT NO. 00615523. DATED OCTOBER 28, 2013) LOT 7 AND THE SOUTH 35 FEET OF LOT a BLOCK 10, RENTON FARM PLA~ AS PER PLAT RECORDED IN VOLUME 10 OF PLAT~ PAGE 9~ RECORDS OF KING COUNTY AUDITOR: SITUATE IN THE CITY OF RENTO~ COUNTY OF KING, STATE OF WASHINGTON. RENTON BENCH MARK NO. 22 (NAVD 88) (VISITED 06/25/2014) FOUND A 1-1/2" FLAT BRASS DISC AND A PUNCH MARK ON A 4"X4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE IN THE CONSTRUCTEO CENTERLINE OF BURNETT A VENUE N APPROXIMA TEL Y 5' SOUTHERL Y OF THE CONSTRUCTED INTERSECTION OF N 6TH STREET & BURNETT AVENUE N. ELEVATION = 9.25' A BEARING OF NOO '00 '57"E ON THE CENTERLINE OF PARK AVENUE N .. PER RECORDS OF SURVE~ AS RECORDED IN BOOK 155 OF SURVYE~ PAGE B~ RECORDS OF KING coUNT~ WA. SUBJECT PROPERTY IS LOCATED IN ZONE "X" WHICH IS NOT LOCATEO IN 100 YEAR FLOOD HAZARD AREA AS PER FEMA MAP PANEL NO, 53033C0977F DATED MAY 16, 1995, ALL CURBS SHOWN IN PARKING LOT ARE EXTRUDED, UNLESS OTHERWISE NOTED. FOUND A TOTAL OF 4 SURFACE PAINr~D PARKING SPACES INSIDE SUBJECT PROPERTY. REGULAR = 4 HANDICAP = 0 SUBJECT PROPERTY IS ZONED "CA" p17ESENT USE IS SINGLE FAMILY/COMMERCIAl. BUILDING SETBACK REOUIREMENTS: FRONT = 10', SIDE STREET = 10', SIDE = 0' REAR = 0' MAXIMUM BUILDING HEIGHT = 50', EXCEPT 60' FOR MIXED USE PARKING REGUIREMENTS: SINGLE FAMILY = 2 SPACES PER DWELLING UNIT, RESTAURANT = 10 PER 1,000 SO. FT. OF DINING AREA FOUND NO VISIBLE EVIOENCE OF EARTH MOVING WORK BUILDING WITHIN RECENT MONTHS PER OUR SUBJECT PROPERTY, CEMETERIES, APPROX, SUBJECT PROPERTY AREA IS 13,948 SO,FT,+/-(O,3 +/-ACRE] PER THIS SURVEY. ~ SUBJECT PROPERTY TAX PARCEL NO'S. 7224000860, 7224000855 AND 7224000850 8) THE TOPOGRAPHIC SURVEY SHOWN HER~ON WAS PERFORMED IN JUNE OF 2014, THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXI~r. CONTOURS ARE SHOWN FOR CONVIENENCE ONLY. DESIGN SHOULO RELY ON SPO' ELEVATIONS. INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLE~ NO CORRECTION NECESSARY MEETS STATE STANDARDS SET 8Y WAC 332-130-090, -+ FOUND MONUMENT AS NOTED ~ FOUND REBAR & CAP AS NOTED • SET REBAR & CAP AS NOTED PLUM PLUM TREE APPL APPLE TREE T,P, NO. TAX PARCEL NUMBER 'D.. UTILITY POLE IZI CATCH BASIN CONC CONCRETE R-O-W RIGHT-OF-WAY ® SANITARY SEWER MANHOLE * FINISHEO FLOOR ELEVATION m ELECTRIC METER ( ) RECORD AS NOTED ~NUMBER OF PARKING SPACES X SPOT ELEVA TION Ii!I WA TER METER 1:'1 FIRE HYDRANT @ STORM DRAIN MANHOLE ~ MONITORING WELL lID GAS METER .. WATER VALVE I!l TELEPHONE VA ULT ® WA TER MANHOLE I.: . ·1 ASPHALT SURFACE t· .. / J CONC SURFACE II I I I I STAIRS I,"'" ".j GRAVEL SURFACE I' j , j I BRICK SURFACE --It-- ---OHIP-P--- BUILDING LINE CENTERLINE OF ROAD OVERHEAO WIRES -0---0-CHAIN LINK FENCE -X:-------'X-WIRE FENCE __ 0 0 -WOOD FENCE ----W BURIED WATER LINE ---G ---BURIED GAS LINE ----E BURIED POWER LINE ---T BURIED TELEPHONE LINE o DECIDUOUS TREE TRUNK DIA SHOWN IN INCHES, TO: PARK 09, LLC, A WASHINGTON UNITED LIABILITY COMPANY ANDWFG NA HONAL TITlE COMPANY OF WASHINGTON; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REOUIREMENTS FOR ALTA/ACSM LAND fITlE SURVEYS, JOINTlY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCL.UDES ITEMS 2, 3, 4, 16 (A) AND 6 (B) INFORMATION NOT PROVIDED BY INSUFI~R], 7(A), 7(BJ), 7(C), 8, 9, 11 (A), la 1~ 14, 16, J7 AND 18 OF TABL~ A THEREOF. THE FIELD WORK WAS COMPLETED ON JUNE 25TH, 2014, 08/J3/20l4 MARK A. BORYS PLS#46876 nATF' A.L.T.A./ A.e.S.M. LAND TITLE SURVEY N. 6TH STREET "PUBLIC ROADWAY" 589'37'56"1'/ 2B6.75' CALC'D (2B6, 67' ROS J55/85) (286.77' ROS 149/91 & 34/126) S89 '37' 56 "W 27J. 76' CALC' 0 (271.85' ROS .15:::5-:.'./~8:::5~) ==it::::::~L==-~1t06_25:: It-tt (I ~FOUND CONC CALC'O tJI MON IN CASE CENTERLINE tJI BRASS DISC INT~RSECTION ,tJI DOWN 0.6' POSITION I , , j \ j " , l , (J] o lU-a: 'OJ 01<" ", . • OJ' O",OJ 0"," , ~ 06-2,5-14 : 06-25-J4 FOUNQ CONC j , • tJI FOUND CONC MON ,ry CASE 8RASS DISC DOHN 0,3" B --~-- CATCH BASIN RIM=31 , 90' IE J2" CONC N 28.25' IE 8" CMP E 2B,90' o , j, , I ... ... I I • • o. 'j <'::<lI d'0;:" .. '.': ...... '. o I SANITARY SEWER MANHOLE RIM=32, 56 ' I' IE 8" PVC CDC 26.21' ...... I' I --------30 -----It-----------It It It----- ,0 OJ ~ 06-25-14 FOUND REBAR & CAP "LS '9158" 0.1' S OF PROPERTY CORNER 'GRAV~L 1.2.5' ,tj 8UIlDING ENVELOPE AREA 219 SO, FT. +/-0 OJ ~ 11,8' CONC '., - - - - - - -_---"P-:=-:::. - - - - - S"PLUM o S89'59'29"W ~8. LINK FENCE. , N OF LINE BUILDING AREA 85 5O,FT. +/- OJ o S"PLUM T.P. NO. 7224000865 OWNER: LINDA & GARY RIFFLE ZONED: CA 06-25-J4 FOUND REBAR & CAP "LS '9158" 0.3' S & 0.1' E OF CHAIN LINK FENCE PROPERTY CORNER N89'59'50"W 107,36' IS 0.3' N & 0.5' W OF PROPERTY CORNER . . . . . . . . . .......................... ...... . . ... ... ... TAX PARCEL NO . .. LOT 8 ::::.,.,,!~:.~ :::.::.'.::::.'. ... 56.5' F.F. ELEV. B2.<1',/- ROOFELEV. 46/1'+/- BUILOING ENVELOPE AREA 1,143 SG,FT,+/- ROOFElEV. 488',/· 40,7' TAX PARCEL NO, 7224CXXJ855 LOT 7 S"APPLE lO,6' T 28.4' _-F,F, ElEV. 34.6'+/- BUILDING ENVELOPE AREA 1.510 SO.FT.+/- '.;> • T ROOFElEV, 50.7'"1"/- 22,7' S' F.F, ElEV. 33./'+/- - '" ., ," \ 12,9' F.F. ELEV. 85.0'+/- 24.3' , ROOFELEV.J 47.4',/-F.F. ELEV. LOT 6 B3.Q'+/- TAX PARCEL NO. 7224000850 GRAVEL '. 107.35' .. ' : .. SIIkVEE ?, 1.' f! OF- . 1.:INE ... . .: .. : .. : ..... '.' .:: ·T.P. NO. . .. OJ'INER: JEFF" S .. . .... . . . . iW7i' ii -: ... : .!.°IlE:D;. ::>:>:::>::::<::::::::>::::::::::::::.: :: .. ::: :: .. ::: '>~.~ - Ol ID .... • '" , "-"' o ,- ?' 0' o "' f-" , , • , , .,' • j .. .. .. . ..... . .. .. ... ... . . . . 'j ... '" ...... . '. CALC '0 CENTERLINE INTERSECTION POSITION CATCH BASIN RIM=31,86' IE 12" CPP S 26.95' IE 12" CPP N 21.06' ........ :.:: <.:.:.:« ::::< . . .... :::::.:::.:::: . .. .., .. .. . .. . .. .. .. .. . . ... ... .. .. .. .. . ..... ...... ... , .. I • .. .. .. .. ':':: .......... Ii.., .. ...... ........ . ... .. .. ............. . . . .. ... ... .. • I '. I ... :.: ••• : .••• : ...... :: V I ....... <: . . .. .. . ...... , CATCH RIM=32. 01 ' IE 6" PVC N 30.46' ...;. ~ CATCH BASIN RIM=31.92' IE 6" PVC S 29.67' IE J2" CPP N 27.37' DOWN 0 1 ' 'I ~ ~T.. ~ON IN CASE BRAS:;' DISC ' NJtg'57'~7J.at ~~, ~--~--~It----~------------It------~It-----------------It--~-----It--~F RECEIVFD {-lUG 25 2014 CIT'! Or. m,NTON (271. 90 ' ROS 55/85) . N89"57'49"E 286.68' CALC'D (286. 72 ' ROS J 55/85) (287,11' ROS 149/9J '& 34/126) N. 5TH STREET 'PUBLIC ROADWAY" ~ iO '" r.... . OJ. 0'1 If)r....~ ~~ c'-06-25-14 . ~ tJ • It) u: ~ FOUND CONC o . ...J~,.., Q"'1 MaN IN CASE P lO..-:c ~ , co BRASS DISC o(Qt.J -CfJ ~ DOWN LB' o 0 0 ""4~=--__ ...-CI) 0: cc PLANNING DIVIS10t,J o a (!) l? . 1 ... ... CD Roof 1 1/8" 1'-0" @22"x34" -- --- --- --- ~-------'-- ------ --- --- I T -r -----~- __ 1-I '----------- --- I- II A (B , ---. -+-- --- ----'----- I -+1-- eRN -++++I-+++++----, . I --- : -, ., . ---111---- I 1---+11---- (~ --- -----0 o 4 8 16 I I, 1 \ \ ~ I, Eel , I \ I l I. , i' L-_________________________________________________________________________________ -_____ + ___________________ -------------______ ~~-----------~------I2':,~O,.,1..13:OA'l-OP\"RGfT""~~~:ElWP6J5,=- IELLUmU§i WWW.ELLUMUS.CDM 3600 1 36TH PLACE SE SUITE 230 BE:LLE:VUE:, WA 9800~ PH (425) 603-0080 FAX (425) 603-0068 INFO@ELLUMUS.CDM TITLI:: MY DENTAL MIXED-USE 521 PARK AVE j-..J RENTON, WA 98055 STAivlP KEY PLAN SHEET CONTENTS RODF SHEET NUMBER A10S f.:EdF!\ .if" AUGi2 F ; i)',:, CITY C)~ oj PLANNI:J'" . I ,j'.: \ 'l "-,( , , i A '---_ B w en ::::> I o W X - ::2: C ......I ~ Z W o >- ::2: 0 E F H J K L \ \ ) I x I Ix I x I I I I I I Wi I r:v 1 I ~. , I I 321 ill ,>-. w I~ 10 ,z , I ~ ! i 1 ® II 1505 Westlake Ave. N. Suite 305 WA98109 x x x x x I · . , •• .,:"" ~. • 4.' lII. . ' . .... : '1 . : . :~.' .' 4 .4'" . ' .. 4· I .~ I . CITY OF RENTON SURFACE WATER DRAINAGE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. I BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, 'A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. . ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD ?PECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT lAND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE qlTY OF RENTON PUBLIC WORKS DEPARTMENT. . I THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. IANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.I A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER. CONSTRUCTION IS IN PROGRESS. i DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS. UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON I THE PLANS. I ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. . : , I ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHER;WlSE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY S~CTION. ! GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A , I , I LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENli, SURFACE WATER UTILITY SECTION. i . _ I· I ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREP~RED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STA~ OF · [}J .I j. : '. :""---": ~, -x -r---~~JO~~~ L~ADE~ -x-------~ ~-'-~ .. -.---.--. -~i --~.. • '.-.: tJ WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTI9N. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BonOM OR THE TOP OF, THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE !WlLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWACLASS ''C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BAC~FILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL fiLL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 IN8HES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. x c. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD' CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF iWAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF REr'~JTON MA EXISTING GRADE PLANNING/BUILDING/PUBLIC WORKSADMINISTRA TOR. . . . I 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET 1 x .' I -~~++~~--'---~--:----t~ ... --..... IIF'i .. ' .... Il--x .4:, x x x T (206) F (206) 522-8344 WWW.PAClANO.COM / x ROOF UNE STORMDRAIN CLEANOUT PERFORATED ROOF DRAIN LEADER STORM DRAIN CLE~NOUT 'ROOF UNE x x MYOENTAL FFE = 33.0 ,'.iI ;. "'44 ,"' .. : . ., . .... .~.4 ... ~~ THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 -70% PASSING; 2 - 4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TOITHE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURfACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION ANO/OR LIABILITY CONNECTED WITH STORM SURF ACE WATER DISPOSITION. FURTHER, CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING I AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHAUL BE RESPONSIBLE FOR PROVIDING ADEQUATE ARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO InD"'1T"f'T PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY' THE E ---~-... ~ ~1~r;c":i':7~'i!;~ ;,:;~~~P.ti~:l:~. :t;~~W.l~~~'!k ,~~~tb~i1tJ~w'1~M·~D~IV~IStoro:N.N.~·' (Ll~.~~~'v~'·:~:):~';Ji OF THE WSDOT STANDARD;~~~~~~~~~~~E:~'~~~~JI~~;~~,~~~:~~~ '~:~~~P:L~' THE x ROOF LINE x x \ x x -- · 'II" ~"" ... ---11 ..... _-'--'" .. --T -.... ~ ..... ·· .. ··· .. ·_·--·1·;·. ,., ... ·-,",,·-··.'~I-"·· c· ..... · .• : .. I. ;I-~ .. "j~·; · .' ... ... x x x x CITY OF RENTON Approved by: _______ Date __ Approved by: Date 1 .... / Ll.l .,.01" <1 4 -..; '. '?C' I I I I 1 . . . • . •.. 01 . '.' . , '; ..t. ,', . " ,.4 . .:1 • -."'. -. 4''''- .d "", ", . ,-' -. <'.l . ., ' .. . '. ! I~ x I~ i· I I i I I ~ ,. , , UJ GRAPHIC SCALE 5 W ~ ~ 1~~I_iiiiiiiiil!~~~~1 ( IN FEET ) 1 inch = 10 ft. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT WITHIN THE AQUIFER PROTECTION AREA (APA). LEclEND (SEE SURVEY FOR EX. LEGEND) I I EXISTING CONTOUR , PROPOSED CONTOUR SPOT ELEVATION TYPE I CATCH BASIN TYPE II CATCH BASIN CLEANOUT TO GRADE (C.O.T.G.) STORM DRAIN PIPE SUR'\IE'r!O: SCJ\L.E: DESIGNEO; see D~WN: 25 26.9 r--• • -FINISHED FLOOR ELEVATION TOP OF CURB TOP OF PAVEMENT HIGH POINT LOW POINT FFE TC TP HP LP RDL FD ROOF DRAIN UNE FOOTING DRAIN RIDGE/VALLEY -RIeGE-/ -VAl:.tf¥-': Know what's below. Call before you dig. \lERTlCAL.: HAW 1986 AS NOTED HORIZONTAL: NAO 1983/1991 PROPERTY = 13,947 ,SF (0.32 AC) OF WORK = APPROXIMATEL Y 15,500 SF (0.36 AC) "{LV'M'" OF CUT = APPROXIMATELY 200 CY V\.(.LVMI:. OF FILL = APPROXIMATELY 300 CY DRAINAGE SCHEDULE PROPOSED STRUCTURE' TYPE STORM FILTER CATCHBASIN II-54" CB * EXISTING) EX. TYPE I-A CB RIM IE (OUT) 31.9 29.6 32.28 29.2 31.9 29.6 3 9 28.3 EXIST) 1. 28.9 (W) REMO'VE EXISTING ORIFICE PLATE FROM TEE , AND ROTATE EXISTING CONE AND LADDER ALLOW NEW SOUTH INLET. PIPE # OJ PIPE SCHEDULE DIAMETER 12" 12" 12" LENGlH (FT.) 22 10 64 SLOPE (FT./FT.) .019 .005 .006 RECF:!VED AUG 25 Z0i4 CITY or-~!;;:NTON PLANNING DIVIS10N PAGE: Approved by: Date ___ 1---+-==.:..::=.!.!!=:!!..--===:-:--~---f~T=T:=-k~~--~ Date NO. REVISION BY DATE APPR APP""",,JAc I : ONE INCH I AT FULL SCAlE IF NOT ONE INCH SCALE: ACCORDINGlY Planning/BUilding/Public.' IVMb Dept. ,. MY DENTAL MIXED-USE GRADING AND DRAINAGE PLAN RENTON, WA xxi --., , .. . , !:i i; 1,J ; , 10 , 1n '" GLASS CURTAIN WALL -----L CONCRETE -----k L ® NORTH 2 1/8" _ 1 '-0" @22"x34" 4 32' -" cp HORIZONTAL METAL SCREEN FOR ROOFTOP EQUIPMENT HORIZONTAL METAL SCREEN 10' -0 112" ____ -4' X 8'GREY FIBER CEMENT BOARO PANEL I 40' -0" Cf VERTICAL METAL FIN I Roof Stair 53' -0" Parapel 50' -6" t'(OOT 481 _ on _~ Level 3 Loft 39' -0" Level 3 --30' -0" ~ I I i ~ __ ----HORIZONTAL woo6 SIDING , 4' X 8' GREY FIBER 'ICEMENT BOARD PANEL ~ Level 2 .-:, 15' -0" \.:Y I GLASS CURTAIN WiLL ~;;;;!;;;~!c'c;C~--- CONCRETE of Sidewalk -0' - HORIZONTAL METAL SCREEN __ Roof Stair 53'';' 0" Parapel 50' + 6 11 t'(OOT 48'! 0" I Level 3 toft 11/-----GLASS CURTAIN WALL 39'! 0" I ! , I Level 3 30'10" Level 2 15 1 -0" ~ ~ l , , \ ! " , ,-' L _____________________________________________________ ---------------------------------------.---,-----------------------------------------+-----------~------_'5""1<"JI3_"'M'----<JC'·""GliT'''~~i..O'''J'''-'',W.: IEllumus WWW.ELLUMUS.ODM 3600 136TH PLAl::~ BE SUITE 230 BELLEVUE, WA 980[J6 PH (425) 603-008tOl FAX (425) 603-006S INFO@ELLUMUS.CDM TITLE MY DENTAL MIXED~U6E 521 PARK AVE N RENTON, WA 98055 STAMP KEY PLAN I" .. u~[] F",.: D .• :r.." SHEET CONTENTS ELEVATIONS-N, E SHEET NUMBER A200 CI. TV O .. ·~ t,; '"".' '\1 '~~1'{JVS!l PLA~INING DIVI.sIO~J .J I , , :') , B 42' - 2 1091128" 4' X 8' GREY FIBER CEMENT BOARD PANEL - 31' -3101/128" CD SOUTH 1 1/8" = 1 '-0" ~ ,"'-:'-'.--. -. :,::,-.,--~,:,--,~"-c i' , , . .,-~ ,,--.~ .f,_' f' .,~-q) cp HORIZONTAL METAL SCREEN GLASS CURTAIN WALL -----.. __ _ I 4' X 8' GREY CEMENT BOARD PANEL --='t<:==- 1/8" = 1 '-0" D) "._ 0:;.,;, Lt' q) cp HORIZONTAL IMETAL SCREEN __ -+ Roof Stair ~ I 53'-on \J __ + Parapel ~ I 50' -6" \J KOOT ~ ---t 48' _ 0" \J i _---c'Level 3 Loft 39' -0" Level 3 30' -0" GLASS CURTAIN WALL Level 2 15' -0" __ Roof Stair I 53' -0" _Parape! I 50' -6" , KOOI 48' -0" Level 3 Loft ----"' T 39' -0" Level 3 30' -0" _ Level 2 15' -0" ~~ ~ Gracle of Exterior ----;,-;--. Sidewalk Grade of Exterior '1 I I I I " I .\ \ I I \ , L _________________ ,--c __________ -I-_______ ; ____ + ___________ -1-----------------1----------1---------,-----;-----------------------------------------..:...-------,-------------~l>l,,1.\':~, .. Ar.r____c:of'Y"'Q1f"'~=.'CO~J"'L" IEllUmUS WWW.ELLUMU5.COM 3600 136TH PLAOE BE SUITE 230 BELLEVUE, WA 98006 PH (425) 608-DOB8 FAX (425) 603-0068 IN FCJ(g)ELLUM US. COM TITLE MY DENTAL MIXED-USE 521 PARK AVE N RENTON, WA 9BD55 STAMP KEY PLAN -::------ SHEET CONTENTS ELEVATIONS-S, W SHEET NUMBER A201 R·· EeCIVCT L-____________________________ ~ ______________________ ~ __________________________________________________________________________________________________________________________________________________________________________ ------________ ~~~l~.~. t_LJ AUG 25 201'\ CHY OF f,!;;;l\lTOi\j PLANNING DIVIS1C,!\ CD North East View 0\ Park Ave N View "-"--' i, 8) South West View North West L-__________________________________________________________________________________________________________ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------.. ----------------------------------------------------------------------------------------------------------------------------------------------------------+-------------------------------------------------------------_."""", "~;,A~~CP~IOOTQI:~'''O'"O''''-' Ellumus WWW.ELLUMUS.COM 3600 1 36TH PLAr::E BE SUITE 230 BELLEVUE, WA 980005 PH (425) 603-0DElB FAX (425J 603-0068 INFO@ELLUMUS.CDM TITL.[:: MY DENTAL MIXED-USE 521 PARK AVE N RENTON, WA 98055 STAMP KEY PLAN SHEET CONTENTS 3D VIEW SHEET NUMBER AD 1 1 f<ECEIVED ClTY Of m,l'HON PLAN~IING DIVISION III [.I I~ " ) :i~: "i' \~ '~~ ", '!,j! Ii .. , " 'II ), III II if, 'i1 I'i " l,', 'i I' ~ I' ) , I: t, 'te' , ~ ~j ,j I' ,1; I' " li, ,I; Ilj 'I;i I" , ,,;r "1 :i ,I I ;1 dl " 11 r¥' I' 'I i; ""' " I; '" :! ti 1"1 (;~ Iii Ifr ;l~ ,~:1 <I Ii " q +f I' ., . :,' II/ [II :'I~ ~~ : I!. I' ',.1 , II . __ ._._-". --:t,! , :! ·t 1 I, i 1 I J I. I I', I -!Ji .II \' , ;)~ f 'I i , , :,( F,~ H '11 \! "1f IJ :1 1 '~ " 'f3 ':[1 :;H :!:~ , i:'j " , , ! , ~ 1 " "11' I' 111 1 'I 11'1 , [I ! I , ' I' r '~ ,:i; ::!a r ,'I 'I'd \ ~' .'i ',e , .. " : iJ 14 q :i Ii 'I" I,ll Ii,! ' ~. fT\ Level 1 \..V 1/8" - 1 '-0" @22"x34" ! \ , j ! I @--- l~ ParkAveN Right of way centerline I ENTRY I -~-- ~,-~ llil I \.0 )<~~>< I X :1 ' ~' ;;;;"k'X:g'X:x'R,':R"";,<O';'l""':":""', r0'~C,(16'i" "".:;, : I -'''I I ~ ~ ',([XI>(XX;<XXX:XY)()()(y?\::X;I1 ) I iiiTi iTTiiT Ii ". '~'I':' /1 " I I ill i [) k/ .-/ :::::::::::J rXY'!<XYxI>l :Ox '-<1"'-' ',:. "'-: I I ' ~~ X'x· . b-1:-d~~=I=b-~!o!_d...J rx'x1<XX;<I'IXX '. ': -" .. ';. '! I I ro 8 rK L I ' rr'1 X.fY<BICycL~ ,'[ ,,' ' I __ I--___ ---'''''-~F===========f1===JUl--1!l--e __ I >!0 X P N : : : X X XPARKINGX "", : 71-POWER POLE TO BE REMOVED [ i 16',0" t 1;. 8'-10" ---'=', 19 XSPRINLKER ",/ ,'-C:' b I 7'f7r 7[' r ---S1 A,!:JDPIPE:.,. 8~ ~ ...:....:.: ' Ii I ~ \ i »f l< 'X 'X "'I ' ",', ~ !\ . : 11 I I : I ~ X; ~·:r'f i I \\"i~-S II Ii I I i ~, I i'll ~&F~;"x~~~r~ r>~:-' iii , I '1 I (' : :1':':'" ' "'.:" i I _~--TEMPORARY CONSTRUCTION I -: ' "> , I ------' ACCESS ZONE " I I )<YyYyx:-:x:)(-;>&.r1 x.X' I" :. :,' I~ I " '-'-. ~_ ~ __ __ _ _ ;[ I I : I COMMERCIAL I >< "I ;: ,~ : I ~ --It-~2L[ --:'+-.-22~-++11 ~ COMPACT COMPAl' COMPACT Iw l~ I~ [ " t- I _~23 _ '-1+--24 _-jj-20 I ' xx II()<X>X>()('x:>()(; '.I ' -,' I I I ... "'LandscapeAJrea.~~~--:~~"~'c~-~, _ _ _ I xV" :·1,. "'" "''',''';':++-- .. ,'" -.. _ .. ~ .. :-_.:~~>?~_.~F::'-"':]I~,:.-:.:·· .. \-:i!-.. :.':,'.".: .>~: __________ . ';-;.,. ~ , .. " """~-::'-' ',.:' LandscapeArea -, .. ".; .... .'., .,,," "','."".''x , '.: -: .. i :' " '_ _ _ _ _ _ _ _ "" ', .. ,' 135 SF:: " .. .." '", :., ,,':, '. I I ;-p I ~- , , 8 16 -. 27',311/16"1 70' -5117/128" 8' O,I~ 107' -3 45/64" ® D , ,;', [ r I f }; " ;; " _ ); I I / !,'.'j ; (, \ I \ \. \ , I \ II II 'I /, I I , /1 /1 r ) II I l LANDSCAPE, LOT COVERAGE, PARKING ANALYSIS SITE AREA: 13,948 SF \4- SITE AREA AFTER INCREASED R-O-W: 12,7M SF \ \ I 'I IMPERVIOUS SURFACE: 96.8% ' IEllUmu§I WWW.E:LLUMU!3.CDM 3600 1 36TH PLACE. SE SUITE 230 BELLEVUE, WA 98006 PH (425) 603-0088 FAX (425) 603-0068 INFO(@ELLUMUS.CDM T['f[.,.E MY DENTAL MIXED-USE 521 PARK AVE N RENTON, WA 9S055 KEY Fib AN \ BUILDING FOOTPRINT: 6811 SF \ 1/1_' ~<l;~~.1 ~~~,S~1:~~~riREA:il"C'-~~'-_L '-_~~ ~--C-~=~=,,----" ,',' ,·l ",:, '. -L2. 6,397 SF'-< . ';/1 ;'Ji. \~i~!~~: i:{ I II NET FLOOR AREA: / /' L 1 QOMMERCIAL: 1026 SF ' / 1/ L20EEICE: 4191 SF i II COVERAGE: 63.5% I I \ \ \ r:\ \..) PARKING REQUIRED BY CODE: 31 STALLS NEW PARKING PROVIDED: STANDARD (9.0' WIDE) = 15 STALLS COMPAqT (88 X 16') = 7 STALLS ACCESSIBLE= 2 STALLS TOTAL='24 STALLS LANDSCAPING: 411 SF REFUSE/ RECYCLING CALCULATION: REFUSE L 1= {2072 Sf" /1.000) X 10= 20.72 SF L2='{6397 SFI.1 000) X 10= 63,97 SF DU," 7 X 3= 21 SF TOt~L= 105,69 SF RECYCLING L1~(2072 SF/1000) X 5= 10,36 SF L2= (6397 SF/1000) X 5= 31.99 SF DU= 7 X 1.5= 10.5 SF TOTAL= 52.835 SF TOTAL= 158,5 BICYCLE PARKING: 24 PARKING STALLS X ,10= 2.4 = 3 BICYCLE PARKING, I","UI!:D FIIR: PATE: SHEET CONTENTS LEVEL 1 FLOOR PLAN SHEET NUMBER A10l R FCF1V':-~' _ ,""! ,J,J GiTY Of !;~~1\!TO~! PLANNING DIVISION ,i,l! (i ~----~.-- A '---_ B w en => I o W x -~ C -I « I- Z W o >-~ 0 E F G H J K L \ J , I I , \ I I , I : I ! J-.. I f...;,) I >-!~ i....J ,<C /§g {§ '.D I I ! I I Ii I'j I , I I , . i ! I , 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 www.PAClAND.COM 4 15 19 , '.1, SITE LEGEND RiS E ADJACENT USE: AUTO SERVICE SETBACK i , ---.----_. "~--. ~--.,,~ I RIGHT-OF-WAY I DEDICATION .... ~~;:.~ f-,-~-+il.~ ........ -•.. --........... ~ ..... . · '" . -.... " · ." .. 4. · . 1: -.-. ~ .. ..... : '1 . :.:.,., ." , '4, ... 4 .. ",' '. , FULL ACCESS AREA STRIPED AT SYSL/4" AT 45' @ 2'-0" O.C. i CONCRETE SIDEWALK ! II EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR STOOPS, : STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE " TOP OF STOOP, 1: 12 SLOPE MAX. ; ® ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE) ® CONCRETE CURB AND GUTTER TYPICAL. CD ARCHITECTURAL SIDEWALK,I SEE ARCH. PLANS. ® SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. ® BIKE RACK, SEE ARCH. PLANS FOR DETAILS. CD CONCRETE WHEEL STOP CD CITY OF RENTON DRIVEWAY APPROACH LEGEND , ,. i, , \ i I , \ I; 1\ If rf SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING. CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY , GEODIMENSIONS, DATED 6/30/2014. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE' DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A , TOPOGRAPHIC SURVEY BY. A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. . , 3. CAUTION -NOTICE TO CdNTRACTOR i . , THE CONTRACTOR IS SPE9iFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF . EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS: UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION liS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO : REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE i . CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH " CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS .OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,' PRECiSE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE, AND CITY A.D.A. REQUIREMENTS. '. l:L$" .' 30' · <1' .. :.. . .I" STANDARD DUTY ASPHALT PAVEMENT \ \ 5. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND , i". WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE LANDSCAPE PLANS ANq • <1 .• --: .' 'ot. '.:i ." :. • Z w :::> I' . .... I :' g • I' /'. .' .. ' ~ ' ... /'\. ,: CONCRETE SIDEWALK PAVEMENT , PAVEMENT PER ARCH. PLANS CONCRETE CURB & GUTTER NUMBER OF PARKING STALLS PER ROW, YELLOW STRIPING NEW PARKING AREA STRIPING MYCENTAL FFE = 33.0 1ST FLOOR FOOTPRINT = 2072 SF PROPERTY LINE Know what's below. "~I(GR()SS FLOOR I .• 1\",[.1\ = 18814 SF) · .".,. - .. -~ .. T ..... --: .. ~ ...... -.. -.... ~ 1·1.'!.:"-7"""~":1'-~ 1 ..... < 1 ~ ". ". . 4 . '" "i .. , ~-. , . · .:. ".". . , .. 4 4".i . . " .... HJ UJ I- I I I BUILDING'DATA PROPOSED BUILDING: TOTAL GROSS FLOOR AREA = 18814 SF COMMERCIAL GROSS LEASABLE AREA = 1087 SF OFFICE GF A = 6397 SF RESIDENTIAL (7 UNITS) GFA = 10345 SF Call before you I I I . , I' PARKING DATA _~d,1 --.,;.-,;......;.;...:.:--------------- ': 'f .. ", 1 1 1 . " ..... -<3 ", '.~ • of ";." .;11.<1", -. . 4 .-<1 ", Ii I I h ijJ I NEW PARKING PROVIDED STANDARD (9.0' WIDE) COMPACT (8.5' X 16') ACCESSIBLE TOTAL PARKING =15 STALLS = 7 STALLS = 2 STALLS = 24 STALLS ADJACENT USE: AUTO SERVICE CITY OF RENTON GRAPHIC SCALE , · 4. .. . • . :a . -~ .. , • i t --' 1 ~ iiiiiiiiiiiiliii--..... :i ( IN FEET ) 1 Inch = 10 ft. if , CITY OF RENTON PARKING RATIO: COMMERCIAL = MIN. 2.5 PER 1,000 SF RESIDENTIAL = 1 PER UNIT OFFICE = MIN. 5 PER 1,000 SF PARKING REQUIRED = 31 STALLS SCAlE: DESlGNEO; /'S NOTED SBB Approved by. ________ Dote' ___ ~-+--------------I----l--"--l+--'---to;;;;;;;:-=:...---t----- Approved by. . O WL Approved by. ote,_,--_ 1--+-:::=-:::-:=:::-~--------In7;;;rn;;b;;J.";rr---i--:==------l Approved by. Dote, ___ f---i-"'-"'-'-'::":':"":= :!!--;~-;;;-----i~'~~-;;;~~:----1 NO REVISION BY DATE, APPR lONE INCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \IER1lCAL; HAW 1968 HQRIZONTM...: NAQ 1983/1991 Planning/BUilding/Public f NOTES. I ~ "\.':',,', 6. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. I 7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED 9R RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 1 1 8. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING But NOT LlMITE~ TO, ALL UTILITIES, STQRM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIR~D. ~~~~~~ ;~:~~5 1~/~~g~D~~CEc~~ s~~~R~r~NtL~~E~RII~E~ASr~~~ICA TlONS ANiD CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES; SHEET 1 OF 1) . !(\! \;~ •• :~,(;~~';:'.L'!::;'.:".,\:::),-.~ '. .. ,., . _, _ _ ~:''i' _ _ " 11. ALL NEW ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT ! SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) PARKING LOT I SHALL BE YELLOW, ,4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT I I BASES TO BE 'PAINTED ,TRAFFI9 YELLOW (DOUBLE COAT). EXISTING STRIPING TO " ..... ,,"" RECEIVE ONE COAT: , ... " 12, " REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. '," SITE DATA PROPOSED SITE AREA LAND USE CLASSIFICATION ZONE LOCAL" JURISDICTION = 0.32 AC = CC (COMMERCIAL CORRIDOR) = CITY OF RENTON, WA = ZONE X FLOOD ZONE CLASSIFICATION PARCEL NUMBERS = 7224000850, 7224000855, 7224000860 SETBACKS PER CITY OF RENJON MUNICIPAL CODE FOR CA ZONE: FRONT -.' 10' REAR = 15' SIDE = 0' MY DENT AL MIXED-USE 'SPR SITE PLAN RENTON,WA RECEIVFD AUG 2!\ 2014 r"l''1 Ol~ . ~...,..~ '! • PLANNINC; DIVISION I /14 I r , 'r. I r :; , ,I " , ,