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HomeMy WebLinkAboutLarge FormatNOTES, 200'-0" I) ALL DIMENSIONS ARE TO FAC.E OF GONC.RETE OR ,, . ...____-''i_'-o=-'-' --)f'-------------------'b=-4-'--'---=9-" ____________ --,1L-__::lo=-'-=-o=-"--Jt---____c_::lo=-'---=o=-"~_.··--------------=b=-4=-'--'-9-" -----=----=""-=--······_·······_·--_·_· ·_-·_---_-___ ,1'·'-------=1-'-1'-=-6=-"--~i<-----=2=--=o=-'---=o=-"---_.,.cs_•-o=-'___.,'" \ FAC.E OF STUD UNLESS NOTED -,, . .. . DRIVE , trJ ________ _.,._. OTHERV'llSE. () .. . ·,-. -~---~--'.---~-------='~ --T · .. : · --· · --·-"r --. -----~FT~~~:~~: ~=~E . ----+----+-------·-----------------------~----~------------------------------------·-+-------+---------+----+-----1 u011---------+--------1----1--1----------------~-----------------+------+----GLENNV'IOOD AVENUE NE ~ -----------1----------+----------· ---l-----1--'<t:-'I.----.Ji.--+--+- NEY'l it. . • I 0-31.-----. -~ix'--'-',' r~--.. :..,_....,,,- = 9 N (!) I I I Ix I I 1i.,;,.-• L I I I I . I , r UNIT I TH-I @--'I.-·----. _:_., -,7 !,+._(_'-,.'· --1------. __ _. UNIT 2 TH-2 BLDG I ---~-r UNIT 3 TH-2 FIRST FLR TOP OF CONC = EL 941.5 ·. UNIT 4 TH-2 SIM 506°04'11"Vi 414.95' (M) 414.24' (P) s·-011 5 1-011 • • /-CO 'ERED MAILBOX KIC ;K; 5EE Al-2 _c:= CURB \ \ 0 I ' i_ , /;BAY-/',lVE -...,.__::._ • _ , ~: .. ' .. :~ ): _-· -. 0 : l .,,. ' ' ' .... . i . • ' . , I . UNIT 6 UNIT 1 / / TH-2 TH-2 ' OPP HAND OPP HAND _-.. ,-_-----.-. _ .. --·-··· L . .t I-·. ' 1----L \ ._ __ __.-,/ ... ._ __ __. I 4'-0" SIDE YARD SETBACK~ , I Ix d ....., i---1 §Ix 13' .::.i ~, ..,., -X ' / ~ /"! ' ~"Ir·,----. _.;,.6>1-+---I__._ _____ ""-_ ~: 11'-9 1/2" ,' "'I· . /...- I I I FENCE :• (5EE ~ j LANDSCAPE) "] I l ' ,,.• 1· I I I. I I I I I I I I L I I I I I , I ' L • . ' / / .-----· / -- ----JL . -----------------:-~------. --~--' . -------;ss'ilf 1,1"9z.o~.oos · '···· ----... ------------ .. .. . ---------- 0 / / -· ' I<:',_ Y'lAl.:.K I -------- -• ~- -' .. ---· . ' ,. \3. \4. \2. . ' , DRIVE / ,. AISLE / NORTH E9 = 9 in . • ~ ::;.0 .61 f.fz.o~.ooN -1 ----. ------ SITE PLAN SC.AU:, I" = 10'-0" 0 5 10 20 l";;:·I0'-0 11 I I \ I I \ I \ so = 9 "" - ONLY -SEE C.IVIL . I.I 1101 1. i: 1nr UOJS!A!(I fklJLlll!l/d UO}Ui;ijd JO IIUQ of flenton Planning Division JUL 2 7 1011 - . a t ' a i 1 ' r • £ 1 C ' ] e C l ; ' it ] 'i ! ' ., ] • e ' (V" 0 BUMGARDNER ARCHITECTURE• INTERIORS• PLANNING 2111 Third Avenue Seattle Washington 98111 106/113-1361 phone 447-8194 fax U) w >, ~ ...... co >-LO 0 0 0 _c co ...... ::J 0) <( I ~ 0) C z ·-(/) C ::J ~ 0 0 ...... I C (l) C 0 0: 0 ...... C w (l) I-z 0: (l) >-0 0 ::J -C 0) 0 (l) C J ·-(/) ::J 0 u 0 0 _c 0 ...... ~ 5 C C (l) C E z (l) (l) C) () co z f'-. Q_ "<t .-(l) w ..--0: ~ 0 ~.,, • • •• a • ~ - DRAWING ISSUE LOG: SITE PLAN REVIEW 06/30/11 SITE PLAN REVIEW 07 /26/11 Lost Update: 07 /26/11 PROJECT NO. 1 785.02 Key Plan NEB SITE PLAN ·Site Lighting Ll_ 1.---------, e I--! r, i \J ' ··7 ' .I .......... ' A 1-1 ",._ _______ _.. ' ! ' ' ! i w ~ z ti w ---, 0 O:'. 0.. uJ f3 u, '. Q STA. 10+58.25, 13.00' RT BEGIN CURB AND GUTIER ASPHALT THICKENEt)EDGE·-~~ MATCH EX. STA. 10+46.69 MATCH EX. SIDEWALK TAPER SIDEWALK TO MATCH EX. ·z () 9::: -'· .-('\ ,-,:, .' . 350 340 s . I s. ·. I : . ' r 50' _......__1 5' DEDICATION PLAN SCALE: 1 = 10 ClVUti .'..TifHdSV 11+00 -=---+--------·· SAW CUT LINE . " .... : PROP,. J.OEL,;Qf,, CU.REi ~,. ...... i ELEVATION . . ... . . .. .... .. .. . . . .. .. ... . . .. . .......... EX. GRADE AT ROAD . 1CENTERINE . PROFILE 11+00 SCALE: HORZ. 1 = 1 O' VERT. 1 ' = 5 I i LLC Civil Engineering I Site Development I Transportation .. I GLENWOOD AVE:NE CEM. CONC. SIIDEWALK PER COR STD DETAIL iF005.1 I 1-- ! ' --·-___ "J LD .. ,-v·:. QI ·~· 0 .• .. + :st. I ~ n 5 ... 0.... 11+50 . -0.65% I I ·.,., " ·' --t ---1,,.....;;;i:"'· ..... ·····_=· __ -I ... I ! ' s. ' " . OCl . ............ 5. _ro OCl LI) + 'SI" ......--; t") . n 01 I"") : . ............ 0 "": I ~-LO I. + 'SI" ' · · · , N l'0 i • ....... -~ .. ·. , •. · .. , •• · .•. · ............. •· ............... ·If· I II II •. a .. · .. •! I' . . ' Gi ... ................... ~. cd U) >" > (L . . De STREET /CONTROL 19 I 13' STREET TOP OF CURB (PROFILE POINT) .~1.07% 12+00 0.5' EXISTING I GRADE (lYP) J _ ASPHALT PATCH AND CURB PER COR STD DETAIL FOOS CURB AND GUTIER PER COR STD DETAIL F001 TYPICAL SECTION NTS SUIM:YE!>. 5MB 2:i i ·<(···-'· tn w > ""> o.., "." . (L 30' 5' 5' PLANTER SIDEWALK 2.0% "> ... " . Q_ -'1.30% \ --------·~~-"' -"' . -' --·-·-------·---·--·-·-- ··\-·"·-- \ . \ .. \ .............. . \ \ ' ' '" \' '' ' " ··--·····-------- ·1.,~. \-· : " . \ . \ \ STA. 12+43.25, 13.00' RT 20' WIDE TYPE 3 DRIVEWAY PER COR STD DETAIL F004-4 ---------- STA. 12+58.25, 13.00' RT END CURB AND GUTIER ASPHALT THIC~ENED EDGE MATCH EX. STA. 12+68.82 MATCH EX. SIDEWALK TAPER SIDEWALK TO MATCH EX. 350 340 10 SCALE: 1• = 10' DATUM NAVO 88 12+50 EX. ROW 1.5' 5' PROP. ROW DEDICATION 4" CEMENT CONCRETE SIDEWALK PER COR . STD DETAIL F005.1 COMPACTED SUBGRADE NOTES 1 . 2. 3. 4. FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. SEE LANDSCAPE PLANS FOR STREET TREES AND PLANTING. SEE SHEET 2 FOR WATER MAIN EXTENSION. CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 1 "=10' VERTICAL: N.f.VD HI/?, HORIZONTAL: NAO 1983 1991 ·~ CITY OF GLENWOOD TOWN HOMES Janning Divisio, ~=~22111 DESIGNED: ca JUN 3 0 ZOll ,...., TG RENTON DRAWN, ..u. TG OHE INCH FRONTAGE IMPROVEMENTS '"'""'0 """""""'" 0 "°'=-· --I 3131 Western Avenue, Suite !501 ph 206 957 8311 f5) rt;:~ CHECKED: AT FULL~ Planning/Building/Public Works Dept. PA IF NOT ONE INCH Seattle, WA 98121 fax 206 957 8313 'lll!!;;,~fllW'/Jfffl:;...,,'""'"'"''--=--t \y NO. REVISION 1 °'' 2 "L------------------------------------------L--...__ ______________ ......._ _ __.__ ......... __ ......._ _____ _._ ____ ......... _____ ..1.-______ _..;. ____ __._ _____ _..;. _________ ........ --.--.---,---,.-J,-...:.---,,..=..-1 BY DATE APPR APPROVED, SC,1,1.E ACCORDINGLY w ::. <( z b w -, 0 0: (L '-'-' 0 :.d ~? u ' ·-! !!::=-.. -::-. ::::-. :;:-;::::;-__ -;:,.. 7 .,-:;-:" -. +-=-Z( (_. -~--.1-'"_\ ,;:;:;-F·~·-i-=-=~-:::: --=----:::: ~ -=--•+·,"f'··~·+·1i'"'s'~-··~----~-----~"",;-,,,M•V'W'"V~-~ ' --•~"-w·~-·--·--··~·.-. ",,.. ·············-······-+··\!' ···\· . .. . ···•·· j .... -,-+ \·-····.\...····-··· ·-·-·· -··-I ··-······ ················ • \ \ j \ \ I I I I \CO~J\IECTTO EX. HIGH · fREFSURE 8" W I WATER GENERAL NOTES PROTECTDC12".AC . . WATER LINE ( 1) 12" 45' HORIZONTAL · 13.END (MJ) ( 1 ) TH R~7T Jll-BSK19 }}::.:..:,::. .•...•. -·· ( 1) · 12u .· 45' HORIZONTAL BEND (MJ) (1) THR.UST BLOCK I I l I I I I I I 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE Cl1Y 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 STIREET 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 CONTRACTORS RESPONSIBILl1Y TO VERIFY THE TIRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILl1Y LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTIROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTIROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTIROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE Cl1Y OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 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 WRAPPED PER ANSI/AWWA C105/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 ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITIINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA 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 ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITIING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANC[ TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/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 WEDGING DEVlCE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FO.R A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. ' I i I. Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 NO. RESTORE EX. PAVEMENT IN · ACCORDANCE WITH C\1Y OF RENTON REQUIREMENTS 40 0 -----SCALE: . 1 " . ~ 40' l ( 1) 12" TEE (MJxFL) (1) 12" GV ( 1) THRUST BLOCK 12" W FIRE HYDRANT (1) 12" PLUG ( 1} THRUST BLOCK NOTES FIRE HYDRANT ( 1) 12". PLUG 1. CONSTRUCTION DRAWINGS WITH FINAL SURVEY, PROFILE, AND DETAILS TO BE PROVIDED AT PERMIT SUBMITTAL. 2. EXISTING INFORMATION BASED ON Cl1Y RECORD DRAWINGS. (1) THRUST BLOCK 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH 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 NEW SEATTLE 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 CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTINESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE 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 ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER Cl1Y OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVlSION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTIRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN Cl1Y OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. SITE PLAN REVIEW SUBMITTAL SURVEYED: 19. ALL WATERMAINS AND SERVlCES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFIERENCED ABOVE. 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTIRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS ~OTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORA TE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTILALL SERVlCE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. ' . 24. ALL CONNECTION TO EXISTINp MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTIRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTIRACTOR AND BE ON-SITE PRIOR TO Cl1Y NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMALISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVlCES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTIRUCTION. THE CONTRACTOR, AS WIELL AS THE ENGINEERS, SHALL KEEP AStBUILT DRAWINGS. 26. CONTIRACTOR TO PROVlDE P(UGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURl1Y ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTIRAINT SYSTIE~S (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTIMENT. 28. ASPHALT AND CONCRETE STREET PAVlNG SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STIREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN, EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO Cl1Y OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH. AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. CALL 48 HOURS BEFORE YOU DIGI 1-800-424-~y . ·-~ Of f-?,:h,,'1.. 1 ·=1 o· VERTICAL: ~VO 1988 HORIZONTAL: NAO Hl8J/1991 CITY OF RENTON DESIGNED: DRAWN: CHEct<ED: REVISION BY DATE APPR APPROVED: TG TG PA ONE R<CH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Publi9 Works Dept. ,. G3 (/) • C:) C) .. . . ., f_ ::') ") '° ') (fl -~~------. --. '["; ~--: () i '·" ! \ I 11/2" DOMESTIC WATER .. .. SERVICE PER COR STD --'" ---· ·········-. ...... ...... . ... .. ....... ....... ·············--·· ....... . ...................... , ..... .. . ... . CORE DRILL AND CONNECT TO EXIST. 8" SS PER COR STD PLAN 406.1 GLENWOOD AVE N~ ; • I • \,'\ FIRE HYDRANT ASSEMBLY; PER COR STD PLAN 310. 1 (TYP) I .\\:.·· ························1········; CC ... 0 .. 11·: .••• C .• ··.111 ... III • ..•. II. •• })"le··········.•••··· 1··· ('' \ /" i CORE DRILL A~p:,CONNECT ~ / ./ i i TO EX+SJ,. 8"£SS PER • • . ..• ,./, ; i · ·····--coR [SJfl•'.pl]IN 40C.1 ··· •· ... -··· l l/r2'···fJOMESf1CWA"fER ··········· ..... ,f's •.i g / SERVICE PER COR STI;) '')11:i 1 lvi-i SV l!:~~/J1f..Q.3 i::;{ ;~)ID _j ... PLA~ 320.3 . Z'JQ , _ __, _;:'j_:::;?J:,r,:c:,,--·. ----------"'t;~------.. , · ~ I I l 1 1/2'DCVA PER COR STD PLAN _ ....... J4 ... Q""'80 __ --1-- 0-r / ' PROVIDE PRV INSIDE BLDG PER COR STD PLAN 340.5 (TYP) 8" SD --·--,-- ' I l':===;::V-FDC POC I, Ii .// .. -. .,,.,. / FIRE SERVICE POC, FF ELEV. 347.50 CONNECT TO BLDG FOOTING DRAINS AND DIRECT TO EAST • , '=''·"1'··'·----.;_ r ,;_(~:-, .......... ,., ___ ·----·"·· /.-RIM 342.5 ~ · .. // PER COR STD PLAN 200.1 0 .x ,...-· 8' IE (S) 340.0 / .,. ~/ / ~J / ol VJ. "col I If_ .. <., ----·. """ /'' '"\ :) / I ) U) \ / '•.L/ I I /' .... -f I I .... -· · •. TYPE 1 CB17 / M-;;;:---·--·--I I " I ___ ... / I I/ / I --------<.:-_,.. ________ ./' ...::: (, ·--·---·- 0 0 / / I I ..:, 'i 1..'l\60~)<:V FIRE SERVICE RJ u --·--' L,.1 k~- 4 FDC RJ / .. / /Y. / --" --·· •"\ l : ::1=-::0···:-: ;·, .. :o·--·,:o··,--,--, .. ':'1 .. dt:• ···!·-··+-··-·/ 0·-· ··I·"_,;, I 8'/ SD---,1--,--,--• I l ! / I FDC tNE 5' ROW-~ DEDICATION ---;+ '\._ -a:'--/ -; FIRE SERVICE POC FEED FOR NORTH BUILDING, PROVIDE FF ELEV. 345.90 REQUIRED FITIINGS / / / CONNECT TO BLDG,-- FOOTING DRAINS / ,/' / _/ . T. / 48" STORMFILTER~ MH1 --~ jW / 3 18' ZPG CARTRlq!)ES ... RIM"340 ,.8" IE (N) 332.6 ,t IE (S) 330,J. · 54'· TYP~!2i2. CB W/FLOW RESTRICTOR PER COR STD PLAN 201.00 AND 237.00 RIM 340.20 8" IE (W) 335.2 8' IE (S) 332.8 36' IE (N) 332.3 -·~-. " ;/ r:1 ::::i / ,,,,<"'·· .... -~-·-'•/ __ _ / \/ ., \ \ \ - \ \ . \ \ I ...... ; • ()1 I \ <j ; VJ Y'.,;-,,-.. ,.,...._-48' TYPE 2 CB W/ " \~OLIO LID I ~IM 340 8\ IE (N, E) 330.2 8"1E (W) 330.2 ,........_,_ __ 12' CAP BLOCKING \· 115 LF 8" SD '/@1% \ \ / --... ____ ,_ MATCH LINE SEE THIS SHEET ! I 10 0 10 SCALE: 1 ' = 1 O' DATUM NAVD 88 NOTES 1. SEE SHEET Cl FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAt SANITARY SEWER NOTES. 2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND REQUIREMENTS. 3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARD 406.2. LEGEND 0 (®) • (i) ::-···-"·". ~" . ---- rill CLEANOUT AREA DRAIN CB TYPE-1 SDMH 6' STORM DRAIN 8' STORM DRAIN DOWNSPOUT CONNECTION SANITARY SEWER MAIN POST INDICATOR VALVE WATER SERVICE LINE WATER/FIRE MAIN WATER VALVE FIRE HYDRANT, WATER METER ..... I - MATCH LINE SEE THIS SHEET --... \ \ ........ \-----............. \ \ \ \ CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 .c ,._ 0 ..c -::::J <( Ol C <J) ::::J 0 I C 0 -C Cl) a: ,._ 0 y..... Ol C <J) ::::J 0 ..c -C Cl) E Cl) 0 co Q_ Cl) a: c ill E ~ 0 1 0 -~ Cl) Cf) w 2 0 I z s 0 l- o 0 0 s z z w _J C) (.D LO 0 co 0) -C 0 -C Cl) er: -w z Cl) ::::J C Cl) ~ D 0 0 5 C C Cl) CJ l'- s::j" .,-.- DRAWING ISSUE LOG: Site Plan Review 6/30/11 Last Update: UTILITY r,,DI AN ..... ily ffl' Renton Planning Division JUN 3 0·1011 C4 <I) a, E 0 .c C: ~ f-- "lJ ~ C a, ('.) <{ I a: .::; -~ a: -en 0, C -~ 0 -en a, E 0 .c C ;;: ~ "lJ 0 ~ C a, ('.) <{ I a: C\I 0 LD ro ['-.. ~ (/) (I) ·;:: (I) (fJ 0 0 ['-.. ~ Co lL rA) i I ' (--\ Root Plan '\ 4 ) 1/8' ~ 1 '-0' -- ·-------- [B' Cc) (o'· ------~ lE -.. ' ' I ' (A·r 64' -O" C1 ® 16' -0" 16' -0" 16' -0" 16' -O" ---------~l'---------~,r--------------- 0 1 N I , ,~-'--'-----=.c_:::cc_.:_ ___ -______ . __ +--.-----------___ ---c:::.-·.:':-· I_ I ~ -----------------~ I -D I L-----------------11 1 .1 []I D [] D D BE ROOM 3 /u I D I I/·, 1 • " L __ "'l C) D L: 11--------411 oC HALL D BATH I I I lo I CO I I I I I I ,----' _,---4-ROOF EDGE : ABOVE -, 12:J ' BEDROOM 4 I ~~==~~~~~~~r-----------------------------------~ L ___________ . .,. ---------_1--------·--· ---·-· ------------cL-li_=_=_~_=_:Ji_""_=e_"'_"'_"'_"'_ec_=_'l_=_=_=_=_:::'..J.~J ·-· -b'--'1..-- 1 --+-ROOF EDGE 11. j; ' .• I:,.-" 1 , , ''lW'rT r >JH~!r~1~~ , 1';'/,~ 1i 1.tf--1'_ !}J , 1 Qnr, yJ '-1:/0 , _ '"-:i:·' :::::::=~-----JII _ , ' ' -,_ ·,r, ::'I ',,,,,:,, '" .':, ,i;r;~Pf 1-1-'-' 4t.r ' --~ " ,-r-1 I I ' I] I riUP i : -UP i --i-- ' I I -----· I ) '--- ,, I r;:;, ----[J " t::::;:. '7'11 -117-fL CJ[] ' ! [JC) ----- DN-112:J .±:=:!-\.J ~ -11------- : -- 11 !11111_!!11':lli_i __ : i_ I :_:,11'11 '1 I I'' ::11: ['I• I I I 11 111 Iii· II i :,i! ,, , DN -_ 'i I :-I 'l'I ,,_-1 ll;I ;_" I• II ·11· I ilJ , , iii:, i :1,_ lllrnt-!!!' t I-+' ,1 -- ! " I I I ' '.,'',I',;' ;,,, 0 --I/ []I -UP u_ __ ~ ' ---- BEDROOM 2 ''-1-.-' "i:1,-_ 1· ,, ::1 Ii ,; I 11'! ! Iii,: I , ' - ' I BELO~ _/-(I) I ROOF EDGE BELOW --+-ROOF EDGE llfL---~~I :±€1 ---Lg_~--~1 [?'+ , ___ ; I ~=~I l~~AGE lr--i;;.?}-- ---i -~=~ '" ] liodl 111 KITCHEN ;=== t ·==:: owlo I~ :::] ow,[] I~":! ~==l" ' REF.! orow II ---j_O OL--, If 1vu-l [ -tn (ID i ___ .! 0-1fr~ )AUNDRY8 I rr[J':' ] TI ININ ff_j]I -~-~ II [ . -IL___ ----µ;=::;:;:~=~=:::c::;:::;::'.l.!:=;:;::~======~ ----------- 1 • I I ., _·, " I I ABOVE t_,r0) ' ' ' ' ' ) '-!' -----'k I~ I i • I o, ~, I .'+ BAY ABOVE ! ' -I!:::;:, ;:;:i;::=::=:;;;;;;; __ -=_.c, :;;, I =J--I C _I -~ ~---_ ---~- ~. · .. '·_. ·._ .. ·_ -_· ·_· -·_ -_ '' -', ! '_ ,·. -.-' -,: . ;, ~ ' •' ~ ' . . ' . . . . . . jr0 I , . I o~ ~1 I "-~~PAT!b~--~t---J--ROOF c:, ~ I ABOVE I (2~ A4-1 ·-. sJ (1-)\ ~~,,~~0: FLOOR PLAN '·---i"=8'-0" C . ,, --:-~ -~-- BUMGARDNEl{ ARCHITECTURE INTERIORS PlANNING 2111 Third Avenue Seattle Washington 93121 206/223-1361 phone 447-3194 fax >-'° +-·-V) l.() I.. 0 LU 0 __c ~ aJ +-°' ::> <( ~ 0 0) C I ·-' (/) C ::> z 0 0 +- I ~ C (1) C a:::: 0 0 ' +-w C z (1) I-a:::: (1) I.. 0 ::> 0 C '-1-0 (1) 0) ~ C ·-0 (/) --0 ::> 0 0 ~ 0 __c ~ -+-z C C (1) C E z (1) - (1) UJ 0 u 0 _J I'---_<, ~ Q_ (1) ,-- a:::: ,- DRAWING ISSUE LOG, No, Description Date ------ 1 SITE PLAN 06/30/11 REVIEW I ! ! -----1 I r I I ' ' I i ---·. --· --· ·---------.----------- I i I i ' I PLOT DATE 06/29/11 PROJECT# 1785.02 BUILDING TYPE 1 - FLOOR d?i~.&,f)l~nton Planning Division JUN 3 O zun lR1 iE1 CG /E1 ll W' !E1 iDJ A2-1 (J) Q) E 0 ,:: C 5 0 f- u 0 0 5 C Q) (? ~ 0::: ,a:: '> Q) 0::: 'iii 0, C 3 ~ 0 'iii Q) E 0 ,:: C ! f- u 0 ~ Q) (? ~ 0::: N 0 LO co "- ~ -(J) Q) 'C Q) U) 0 0 "- ~ -LL ---- c~) ~s~~JH ELEVATION -------- (1'> ~( //'·-~ 11 .1 -~ (~) ~s~~JH ELEVATION __ --- [B' METAL ATTIC LOUVER VENT ---1 --~~-~~ /,~~~" ~iil~fflll!t--------------------------------ASPHALTCOMPOSITIONROOFING ---t--'>~, 112 "~? --1-1r------- ---;;;;;;P~60~~=-=----=;_;_;_;;~~,~---~--~----~~-~!1-p~:1r=-"~-"=(E.~--_===, ;-_·· ~,~~~=~,,,_-_~---pJ~p=:_j~: _~_~-~ ;;;;;_lfJJETijll=-l=Jl\' -::=_;_:~"'11 _v ~ -TOP ~f. ~~~i4~ '""'~---~°" '-..: PL-02 9' -3 5/8" ASPHALT COMPOSITION ROOFING DD~ PL-03 18' -3 3/4" PL-02 9' -3 5/8" <D ~ " C() I --' 0 "' ~ f!: "' "' I -' I "' ' f- I C) 0 ..J al lb -"' r-- ' "' N i,c GRADE PLANE~ EL. 346.4 (2'-, 1'1.21 ·-r ···-......... ----H---=F"-' -:-________ -~--:_1 i ----I ·1 ---· --- -- TOP OF PLATE ~\ 24' -5 3/4" ',1' PL-03 .-\ 18' -3 3/4" Cl' PL-02 .-, 9' -3 5/8" \J EXIST GRADE@ --~ SE CORNER: ELEV. 346-2 METAL DOWNSPOUT COLUMN @ FRONT PORCH ~--PANEL FRONT DOOR (iY,~~! ELEVATION (GLENNWOOD AVENUE NEL I /-I A-1 ~-r ' ----- ----- METAL CANOPY EXIST GRADE@ ---~ NW CORNER: 346.8 (-;-)~-~~}-ELEVATION ~_/ 16' -O" 16' -O" I l8J -[cl r ------ ' 16' -O" 16' -! O" I (§) IE ~-EXIST GRADE@ NE CORNER: 346.5 _ _ TOP O_f PLA TE_41_ 24' -5 3/4" \J _ _ __ PL-03 •\ 18'-33/4" "-• PL-02 ., 9' -3 5/8" \J ~--EXIST GRADE@ SW CORNER: 346.0 GRADE PLANE ~ EL. 346.4 . 1":;:: 8'-0" i=' I C) 0 ..J al ' :;: :a 0 ' 0 ~ "' " C ,- D " ,, C "' ill .,. t ' 0 r " :-;; 0 = D " " :::' ~ " " :::: l ~ 2 C ' BU1VIG1\RDNER ARCHITECTURE INTERIORS PLANNING 21 ll Third Avenue Seattle Washington 98121 106/113-1361 phone 447-8194 fax >-'° -+- I,_ V) L() 0 LU 0 _c ~ (X) -+-°' ::, <( <( 0 O'l ~ C ·-I ' U) C ::, z 0 0 +- I ~ C Q) C Cl::'.'. 0 0 ' +-w C Q) ~ z Cl::'.'. Q) I,_ 0 ::, 0 C '-+-0 Q) O'l ~ C ·-0 U) -0 ::, 0 ~ 0 0 _c ~ +-z C C Q) C E z Q) - Q) LU ('.) u 0 _J I"-,... -C) ""1"" Q_ Q) .-- Cl::'.'. .-- DRAWING ISSUE LOG: No. -~escript~!:' I Date 1 SITE PLAN 06/30111 REVIEW ----- ' i -- - I ~L- _j __ PLOT DATE 06/29/11 PROJECT !I- 1785.02 BUILDING ELEVATIONS City of Flenton Planning Division JUN 3 O l.UJJ IRt~(C~UW'~[Q) A3-1 -, ---------- m I ' ' I I RHA -Glenwood Townhomes Plant List Symbol Botan[cal Name Common Name Foliage Type Qty Size Notes Ac Acer circina(um 'line Maple D,i[)iduQuS Tree 7 5@6'-8' & 2@$'-10' multi-stem 81',B Arn Alchem1lla mollis Lady's Mantle Semi-<Jeciduous Perennial 4 1 gal. AsA Acer saccharum 'Apollo' Cclumnar Sugar Maple Deciduous Trne 4 2 5" cal. B&B BB Berberi5 thunborgii 'Bagatollo' Dwarf Japanase Barberry Deciduous Shrub 40 2 gal. BBW Bergenia 'Bressingham White' Bressingham While Bergerna Evergroon Groundcover e 1 gal BGN ElmiJeris thunbergi, 'Gold Nugget' Dwarf Golden Japanese B?rborry Deciduous Shrub 15 2 gal. Bo Blochnun1 sp1cant Deer F&m Evergrnen Fern 21 1 gal. BsS Buxus >*lmpervirens 'Suffruticosa' Dwarf English Boxv,ood E1·ergreen Shrub 68 1 gal. CAP Cho1sya "Allee Pearl' Aztec Pearl MexiGHrl OnrnJe Evergreen Shrub 16 2 gal. CsS Came%, sasal'qua 'Solsu(lokka' Autumn Ccimollia (wt:ile) Evergreen Shrub --.4---..5 gal. __ • DFW Dianthus grat1anopol1tanus 'Firew1tch' Flrew1tch Garden Pink Evergre&n Groundco~er 3() 1 gnl Ep Echi11ac€a purpurca 'Magnus' Magnus Purplo Com,r.=·i;r Dociduous P(Jronniol 1D 1 yal. FoR Fraxinus oxy,;arpn 'R.iywocd' Raywood Ash Deciduous TreE! 2 2.5"' cal. 8&B FpJ Frnxinus pennbylvanica 'Jolmson' Dwnrf Pennsylvania A~il Deciduous rrea 2 2.5"' cal. B&B GB Geranium ·a,akovo' 8iokovo Cranesb1II Semi.deciduous Groundc:mer 576 4" pot branched at 6' cGn sub. E.p. 'Rut branched ot 7' IJranched at 6' plant 12"0 C Gp Geranium ps,loslemon Armenian Cranesbill DBciduous Perennial 3,,..-t gak---·~·-·--·--__ GR Geranium "Roianne' Rozanne CranHstill Deciduous Perennial ~~ 1 gal. Hq Hydrangea quorcifolia Oakle<1f Hydrangea S~J:sl~llu:; ... .Sfm.1b·--6 5 gal Lp Lonicera pileato Privet Honeysuckle _..,. "-·--·--Evergrc1en Shrub 12 1 gal. Ls Liatris spicata Spkcd Gayfeather_____.-•. ,w Deciduous PereMial 16 1 gal Ma Morn Ila callforrnca Pa,;ific W~.M,,rtte Evergreen Shn.1b 10 5 gal. Od Osmanthus delavay1 _.,.,.-·-=m-•-O.i!ava)' bsmanlhus E'JEot"grsen Shrub 8 2 gal. can sub. L.s. 'Kolt Prn £:oly31.!1Gburn mumttfrri Sword fern Evl!rgreen Fern rn 2 gal. -·-·--m-, P5C-Physo<:arpus apulifolius 'Coppert;na Coppertina Ninebark Deciduous Shrub 4 $ gal ------------- C 0 -(\j > (1) w 5' 0 II (/ \_ \,N-_) I I I 3471 I I I I ~~ '1 ~, ~, GI 1' "' 01 ;':1 Ra TC Rhodod~ndron augustinii 'Tower Court' Tower Court Rhododendron Evergrl!en Shrub 4 2 gal. Rg Rosa glauca Rod-leaved Rose -----·-----[fe"ci~ SITrou-··· ---------i ---5 gal---------------------· ··--------------·-·--------- RG Rudbeckia fulgida "Goldslurm' Gr,ldsturm Black·eyed Susan Semi.deciduous Perennial 2D 1 gal RIGC Rhododendrun luleum 'Golden Comel' Golden Camel Rhododendron Deciduous Shrub 1 2 gJI. RPP Ro8H rugosa 'Purple Pawment' Purple Pavement Rul)osa Row (deep pink) Deciduous Shru!J 8 1 gal RPW Ro8o rugosa 'Pristine Pavement' Pristine Pavement Rugosa ROS\l (whill!) D~citJuous Shrub 8 1 gal RrH Rosa rugosa 'Hansa' Hansa Rugosa Ro8e Deciduous St1rub 1D 2 g~I Sh SarcoGocca humilus 'Fragrant Mountain' Dwarf Sweet Box Evergreen Shrub 8 2 gal Sc smmc1na racernosa False Solomon·~ Seal Deciduous Perennial 16 1 g3I Ss Sm11icina stcllata Starry False Lil~--of-tho-Valloy Deciduous Groundcover 1 gal. Vr,A Viburnum caries ii 'Aurora' Aumra Korean Spice Viburnum Deciduous Shrub 6 5 gal. GLEN~OOD AVENUE NE ------ soei004'11"V'l 414.;l5' (MJ 414.24' (PJ v(FpJ " / FoR / -....... < ~/-MAILBOXES C, \ \ VcA L / \!) D __j ID / Lp BB cGB -::;,---- 0 s ' •I\ Ac·,~ j ,,'[• I I ---I , _-;/,-•. --• -a \ A"•·~ ·1 C $r' -, -, .· -'P I , -/ L..-----'/ ~~-~~-~~--~, ',, ~/ ',µ' \ \ \ ·-_,.;,',,, µ·\; ., \ '.L__ ---;!·' / \ --- Play Area w/ple1y structure TBD -_ _,,--------INDICATES NEW ----,:TOPOGRAPHY (JYP ~ -->,, ~~~, EQ. EQ. / -··)~ RETAIN EXISTING TREE ' ' / ---------:. . .' ' -------_ .. ------· ' ~-- .' -----~--/ ---.k ---. -: ~. --------/ / ;, ___ ... ___ / ' (~'---~ -, , / -------+·-r·-, \J "I: B40 ,/ .. ..-\. ; ·; ~ /,, / \"I: ', ..-,,/ / 'ii, \~-t'l \ __ ..... ,/ ,,,,,,,•' ' t'l ~ '•, \ t'l /--C,, co '-,,,_ : ,,_) ,, .r \ / \ / ',,, ,, .. --·-'/ ',, ___ _ lf) / -, <:AsA)' / 1;;==-c;::,;:.;c_-=-c::_ ;,;~=='-------'~~- I ( \ \ \ ' . ....:...__ I /_ I ' '01 I l'-D ,D __j iro ~ CsS / CsS ~FpJ \, --------\ / Od / I I - I / / / / / / / / / 20'-0" / '1,- e I (): I • U) i "' i a () I • d) i I 0 0 ARCHITECTURE INTERIORS PLANNING Zill Third Avenue Seattle Washington 98121 206/223-1361 phone 447-8194 fax >-'° -+-·-V) L.() !.... 0 UJ 0 __c ~ co -+-°' :::, <( 0 <( 0) 5 C I ·-' CF) C :::, z 0 0 -+- I ~ C Cl) C a-:::: 0 0 ._, -+-w C z Cl) I-a-:::: Cl) !.... 0 ::) 0 C '-f-0 Cl) 0) -< C ·-0 CF) -0 :::, 0 ~ 0 0 __c :; -+-z C C Cl) C E z Cl) -- Cl) UJ (.'.) u 8 _ __J I'-. --<-' ~ 0... Cl) .-- a-:::: .-- DRAWING ISSUE LOG; -NO. r--bescriPtiori r Date --I Site P1ar1R€VieWj--6/30111 ~-i----' ---- ,-.,. -----I ., ,-------------1---. ···•-" --------T I--~----------+-----1 ------·-----r -----~~.--.-----_,___ -- I -·- ------·-· PLOT DATE 6/30/11 PROJECT# l 785.02 PLANTING PLAN City of Renton Planning Division JUN 3 0 /Ull L 1-1 C) co 0 .. J ---' 1-"j ·-. c' j ·V -·· I I l ' . . ,· -, : :'·1! '•,, i ""' ! . ' I ;'.': '--~ ;, (·-.r i 1n' (.0 ' ~i-: I ::--;;:,___; '8.' I -----::.~ ... --.. --_--... -... -.... --..... -... --------.... -.... --....-._ ....... --.-,,.-. ------·---==,.....,....,.· ...... ---_-.... -.----·,..~---..,,......-,.=..,._ -J).{\ ''"' \ ( \ \ \" GLENWOOD AVE NE GVOzl J_ 'IV HdSV "" ---------··-------··--··"·-- SEE SHEET SIP P!.ANSFOR~······· CEMENT CONCRETE -: :.'~"-'.'.'.''~ . . \ SIDEWfl<K =,\."' ~ -";,J_ ,_.1H.,,~v .. ,~,,..,/iJ,,,.., -............. --v: ----. ----"-.. -----........... _ ------. ". .. :.:c ... ',,,c: c: ...... c: .... : ·,::c, i:::c~:c::.::::. ==•::c::·=--==-==-.: ..... 1._ ·· · .. "_. ..... : ___ · -.. --i· __ ;) ...... . /,,/'[, /' ' TYPE 3 CONCRETE DRIV[WAY PER .CllYOF RENTON $TDS -------------,,,,~------------"""! ---_,,,/ __ _ _ .,/' ' ' \ \ ·-................................ . \ : I -·-------·-·---1,----- ,. \ I[) \ <:-i \ .Cc.cc =\'=,c:··-1 :. . .... Cl.--,· C. ':y;J : ":.~:::=c./?'<::";',':¢::\\~~,:, \1CC('/\¢C\'7f • .: .'-'::)£\\\CC.(,( ::;;('::.(:(.\::'c.:.~9.0. ,,.__. _____ _, ------+-~-,--, ' ''O'S L....,-===:..,--,--"1,-'""""~~,.:.,.,,+c,-'-',.:..:,.+.:..;-'-'f,,--,-,-" ., .... '· '· ,...:~"-,--"_;...·~".~i,--'·,· ;.._· -+--'~·-'"'-+, j_i _1_: _,r·-·_· r·-· -',_' -~'~· __ ,·_.,.·-'·--,'·_·_' _,·_' _· ,_·_' ,_·,_J_i ~; ·_. ,_"_. '-~---~-"r; S"""C'.,T. _· ~'~\_. -· ,'-;. ,_-_,--,...' ·-', : i::•••:: .. :•: /:: •:::::\:::(::•:•:. :•:.: :::::·:: :.·:: :: : fr'--"--W " \ -,~--!'r----- ... · .q·: . ~ .. --- I s. . I ; , . 1-,---r--r I ,. ' . ' FF ELEV. 347.5D ----:-,...,,. ---- "' " \ \ \ I I I ::;;:: (·_· '' .. (') "· ·, FF ELEV. 345.90 I I I ASPHALT PAVEMENT I (TYP) I I I I I I I / : f.:,,:•1":;::c::,;,:::;{'l.;C1,:>'·'Y ';'-\') '·'>">"c>\", ," .::,.:-. '·' ,:-, '-i,' x ,,,,,,s_;.,;1,;_,::,_ -/::..:);1:c,,~'-"-"::C.." ~-=--~ ........ --! I ' ' .. : ~ ,· ,. .__.~----/ / / / / '= ... "'. • •• <:J ~ •• CL -_ _ "---~ -347 ____ -/·=---_ -~ ~-t::) 346 ____ - .Y ~{) / ~- -# ' / ' / ~---/ ··'/ -345 - -} I I I ./ / / --/ / .. . ' ~ ."" . ..... ~---~ ',. - j / ------- cl.- __. i' --rxr;, ,_/c'J<:.) / / -....,--------· -___ .. __ .--· --·, ' ' :) ____ --·--------.. ------~--- / / / / '°/_./ .. / /~ j / / / / / I /,! /I /_/) 343 - L .. _. -------------··· ---·' '" :.~-.. : l l</ --··" s ' ,. . ' ' . " . :! ,, -~·"' ii PERM~BLE ~Sf'HAlT'" PiVsMENT (TYP) G/ ,.../ ,., .......... 1: /~/"--1! • • " ~ .. <I ...... • :• ' '' -~ .. ' ' ----'L..---::/// / -.~ / I I - ~' /,. y / 341 --,.,...--' I /.-i CONCRETE--..__ --... I VERTICAL CURB /' "t-_ffi'PL - I ll \,:~ / _./·- _34()_ -+ -,'""'-----~ '! // Ir =-----"".",_-- 1 -----fi. ---------~ p [:, -------------[5 / --•"' 0 -------=----·--' .... -., ... -... -:··· / / ' . ·-.-~ -"-s· ' . / / -- / I --I! I ",]. \ \ l 1~2 . .. tt, ~i ......---··-? __ / ' ._,_ i :::< : V \ / I I ':;".1\1/'\, t7 \ ·,.· I i ' I / ,. \ cQ ., :·:, ·:·:.:,-;.::;";;.:...~r--::::-:: --_.;;;,,.;:_----->iNi l '": 'l '") -~--:... -=- .. --···--· (.) 0 ----·-/ _/ --,.,/ / 10 DATUM NAVD 88 LEGEND ' ' ~ 175 /NbTES 0 10 SCALE: 1" = 10' ASPHALT PAVEMENT PERMEABLE ASPHALT PAVEMENT CEM CONC SIDEWALK CEM CONC PAVEMENT GRADING CONTOUR CURB & GUTTER PER COR STD PLAN F001 1. AN AUTOCAD FILE WILL BE PROVIDED TO ·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~ ,._ 0 ..c +-' ::J <( 0) C (/) ::J 0 I C 0 +-' C Q) cc 0) C (/) ::J 0 ..c +-' C Q) E Q) 0 (1j Q. Q) cc c © E Q. 0 'j! © 0 .~ <f) (f) w 2 0 I z s 0 ~ 0 0 0 s z z w _J C) <.D LD 0 a) 0) - C 0 +-' C Q) cc -w z Q) ::J C Q) ~ u 0 0 $ C C Q) CJ l'--- 7 ,- ,- DRAWING ISSUE LOG: Site Plan Review 6/30/11 Last Update: ! PROJECT NO. . 1785.02 l 1---------,.N,..... Z 1 Key Plan EB Qi r ii u~i----------1 :::) i a:: rt U) ! z1 ol Ui i" PAVIING AND GRADING a: i JUN .3 0 2011 O tr--------' LL i (n) r-= ,,--. ·- i rt Oj Zi ~ is/QJ C3 I ' ' C:) .. J ---~--------------···· ·-----·--... -- ------···---·-"-------------"---- GLENWOOD AVE NE -.. , ... _,.~,.v::_.,,._, __ • __ -_, --,_ -,_ I I ) I - ' ' b ( "i°\ -0·)' i ' ; _,,, -- ,.,~)--- ' ! / (1YP) I DEDICATION / 1 TREE PROTECTION .-,,__..__;, ... / --·-- I ~--- ~~\ (CATC·H·· BA .. S. IN PROTECTION ./ ' . PER COR STD PJJ,N 2Ht30 (1YP) ,....-/ ~/ ................. · ------·-·"" r ® -----"""'--~--------~--·-" / -·---_,_ / / / / 0 ----~ -....;.. _ _,.. _____ J----· 7 I / I / .. , ~:z ' () if_,, / / / -· - r,, ~ t<'J " •0 / n ,· ! ' / / / , .. •. 0': \:J .. / ,, / / .. CL 0) V) ,,,..,, ,J; STABILIZED CONSTRUCTION ENTRANCE~1 ·, PER COR. STD PLAN 215.10 " · ; t (1YP) V -·y L> REMOVE ~) TREE (1YP) _/ / / / / " \ (.() \ ('-j \ (lv'Cd l Tv'I kiSV ; I ,- ' t I I J () DATUM NAVO 88 LEGEND 0 X 10 0 SCALE: 1" = 10' CATCH BASIN PROTECTION REMOVE TREE FILTER FABRIC FENCE TREE PROTECTION .... , --, , ..... • CONSTRUCTION LIMIT NOTES 10 1. SEE SHEET C1 FOR Cl1Y OF RENTON EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILl1Y OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 1 CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A . ... MANNER PS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS • 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING. THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 5.. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY OR AS DIRECTED BY THE CllY OF SEATTLE TO ENSURE THEIR CONTINUED FUNCTIONING. 6.. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED. 7. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 8. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY Cl1Y OF RENTON PRIOR TO ANY EARTH DISTURBANCE. 9. NO SEDIMENT SHALL BE TRACKED ONTO PAVED STREETS OR ROADWAYS. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE CONSTRUCTION SITE. IN THE EVENT OF FAILURE OF THE TESC SYSTEM RESULTING IN SEDIMENT TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT MEASURES IMMEDIATELY TO CORRECT THE SITUATION. THE CONTRACTOR SHALL EMPLOY EMERGENCY MEASURES TO REMOVE SEDIMENT FROM PAI/ED SURFACES, AS NEEDED. STREET SWEEPING SHALL BE CONSIDERED AN EMERGENCY MEASURE AND NOT A BASIC COMPONENT OF THE TESC SYSTEM. SEDIMENT TRACKED ONTO PAVED SURFACES SHALL NOT BE WASHED INTO STORM DRAINS OR OTHER UTILl1Y INLETS. CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 C -e, 0 (0(0. ·m ""' ,_.,.._ 0 """ 0. '""' 00 "'"' C 00 12 NN f--§]l - E © E 0 0. 0 m ru .~ > © 0 0 <J) 2 "' ui 0 C -o~ 0, >N C «~ .$ !:: ffi © ID 0: C j;?,: """ ·a, C :S:.i w ~" I "' rn ~"' 0 co<JJ (J) w 0 2 (0 ,_ LD 0 0 ..c 0 CX) +-' :::, 0) <( I ~ 0) C z (J) - :::, C 0 s 0 +-' I C C Cl) 0 0 0: +-' - C w Cl) I-z 0: ,_ Cl) 0 0 :::, '+-C 0) 0 Cl) C ~ (J) :::, 0 u 0 0 ..c 0 +-' s s C C Cl) C E z Cl) Cl) (.') u z Cli r-- Q_ -tj- Cl) w ,- 0: ,- _J C) DRAWING ISSUE LOG: Site Plan Review 6/30/11 last Update: f PROJECT NO. . 1785.02 i 1-------------,N.--I Z 1 Key Plan ffi 0 .. w _f r-~ u ~ 1--------1 • ~~ ---' j 0:. r-J Cf) ~ z ,1 oi ui i' • o: I o. LL i L_ j ,---~ o· zi = TESC PLAN City Of '"'"'"'' .. -:, ···-»d)l1 J /anning o· .. IV/SJon JUN 3 o zun (5) ,r::i r..:_.._ ~·~ " -£'. I IV :;.'i {F\) C2 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CllY OF RENTON CODE, STANDARDS AND REQUIREMENTS. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 5. VERTICAL DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 7. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE. CITY OF RENTON SURFACE WAT'ER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTIEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT ftPPLICABLE TO THE TIME Of. YEAR. GRASS SEEDING .ALONE WILL BE ACCEPTABLE. ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. CONSTRUCTION SEQUENCE 1. PRE-CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). . :J. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF RECNUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP5 REMOVED IF APPROPRIATE. CITY OF RENTON EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CllY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. 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 THE PLANS. 6. 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. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVllY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM 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 WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL 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 INCHES 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. 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 WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 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 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 TO THE 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 OF RENTON DOES NOT RELIEVETHE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THEPROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTIECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). CITY OF RENTON SANITARY SEWER NOTES 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CllY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICAJIONS, 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 PER CllY SPECIFICATIONS ON WEEKDAYS. UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC 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. 4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CllY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PRO.FESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSl1Y. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AITTR BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A ,PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CllY OF RENTON PLANNI.NG/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, />S APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM. 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 WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 .INCHES ABOVE AND BELOW THE Pll'E. . ~· ~.a,~•.--·-.~,--. ' 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATIER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CIVIL SHEET INDEX ON SITE Cl CIVIL NOTES . C2 TESC PLAN C3 PAVING AND GRADING PLAN C4 UTILITY PLAN OFF SITE 1 2 FRONTAGE IMPROVEMENTS · WATER MAIN EXTENSION C ~co 0 ~~ ~ "'"' ;g ,-..,-.. 0 "'"' a. mm "' <D<D C 00 f'. "'"' ~x -a2 c © E 0 a. .Q "' © ,m > w ~ 0 U) . .g,) ID ~ U) C -©~ ~ >OJ C <C~ -~ E~ w wo: C ~$ ·a, C S: ID lJ.J ~E :2: "'~ ~© 0 e,U) Cf) w ~~ sO <( oi I ~ z ~s ~o r!E l- o [O 6Q is I..... 0 '+- ~ z g z a} w a: _J (9 <.O LO 0 CX) 0) -C 0 -C Q) a: -w z Q) ::J C Q) ~ D 0 0 5 C C Q) C) l'- 'tj' DRAWING ISSUE LOG: Site Plan Review 6/:J0/11 Last Update: I PROJECT NO. • '1785.02 I t---------,N,,..-1 Z .i Key Plan EB of I-i 0~1---------1 ::) i ~i en, zi ol Oi • CIVIL N:Q J;~~§:on Planning Division JUN 3 O 1U1l a:< ol~~~ LL I I-j oi Zi = C1 i"IATERPROOF CONDUIT CONNECTION TO UNDERSIDE OF ROOF ------------ PHOTOVOLTAIC, PANEL, C.OORDINA TE Y'v' ARCH -------------------/ ----!9------T . I 14/A2·4 ROOF- LOl"IER ED<SE 12 SLOPE , <t<SU55ET E3 -l"',,j~~=-:..c:-'k----1 I I ' C.5xl:>, i"IELDED TO DElL C.HANNEL5,6ALV--- ---, :·.::----\ 1 \J -1 $<f:6U5SET A (5) Ll<SHT FIXTURES ON CHANNEL _ _,, CONDUIT IN DECK FLUTE LID LIFTIN6 MECHANISM BY O~NER 2 L /VERIFY LOCATIONS)-------- 5/8" 0 HOLES THROU<SH (2) MIDDLE COLUMNS /Sl6NA6E ATIACHMENT) ------ Sl6NA6E PANELS; BY O~NER I ' WORD Y'v' ARCH -~--~------~1~ 4" CONG SLAB ON 6RADE Y'v' #;l BARS @ 12" OC E~ CENTERED, BROOM FINISH, OVER 4" STRUCTURAL FILL #5 nB ------ CURB AS REQ'D PER SITE PLAN, VERIFY r--,~ I I --1--I -- IO/A2-5 COL BASE SLOPE DN 1/4" / FT IE:> r'IASTE/REGYGLE SEC.TION Al-2 9/4" = l'-0" , "' • " a "' ' ' :., l- .r 5> N / " " :., i I - --, 0 1111 i I I _l,d -o ' II ' ' II IJ_ 0 II II I II 11 ' II I II II I II ' -I r-, ... ~ ' ' 11-411 \ I --------------6ALV STEEL STRUCTURE Y'v' <:>REEN ROOF; SEE DETAILS E>/A2-4 6U55ET B 8/A2-4 6US5ET A I ----t STEEL POST; 6ALV Ul-1fl.-------1 'BARN' DOORS ON OVERHEAD TRACK ~-!--<r---imrr-m------+ CONG i"IALLS 4 CURB, _____ VERIFY I I -·--7~\ I SLOPE DN \, ) 0 / ARCH FINISH Y'v' 9/4" CHAMFER @ ED6E5, TYP ---!-WU----4i------=i:9;Ti.A2:S:.-s;T DUMPSTER / BINS BY OTHERS -- \ I I EXTRUDED RUBBER DOCK BUMPER; 6LOBAL # ~654114, 9'-0" SECTIONS, j> MAKE CONTINUOUS @ C.ONC, i"IALL, 5/8" ¢ MOUNTIN6 HOLES, ,i-1'-1/4" FASTENER AC,C,ES5 HOLES, BLACK. MOUNT Y'v' 1/2" ¢ X 4" TITEN HD 5CRE~ ANCHORS. VERIFY MOUNTIN6 HEl<SHT Y'v' DUMPSTER DIMEN. ;--------ASPHALT; SLOPE DN VERIFY 6RADIN6 ' -___ -t' C,ONC, FOOTIN6 -----------;;;i... ----------~ ~-,.. -FOOTIN<S BEYOND TYP FOOTIN6_) · -~ ------CONT TRENCH DRAIN /ENSURE ONLY FLO~S FROM STATION ENTER DRAIN PER COR STD) -------4" CONG SLAEJ ON 6RADE Y'v' #9 BARS @ 12" OC E~ CENTERED, BROOM FINISH, OVER 4" STRUCTURAL FILL -........ . Ll6HT POLE 1/4" = 1'-0" ' ---.. ---~'"'""'"'""'~·--·· +-llw/·A*'a,,t-•-· -~..n&,;'....Eii':.~--- -· ·.-:1--·----~ - 4 ~ASTE/REC.YGLE FRONT ELEVATION Al-2 1/4" = l'-0" ' (() BOLLARD Ll6HT 1/4" = l'-0" ' I z 0 f-u ::J ~ f- (/) z 0 u ~ ~ . ~ " g -· i _! ~ r " C ' - i! e -j ·-. ' s j " ' ~~ ~ , e E - ~ ~ 0~ BUMGARDNER ARCHITECTURE• INTERIORS• PLANNING 2111 Third Avenue Seattle Washington 98121 206/223-1361 phone 447-8194 fax 3634 ' REGISTERED ARCHITECT '~. 1 ~ PECKHAM ~TE Of WASHINGT~ V) Ll.J >, ~ +-' (!) ,.__ LO 0 0 0 ..c CX) +-' :J 0) <( I ~ Ol C z --(/) - :::J ~ C 0 0 +-' I C Q) C 0 0: 0 +-' C w Q) r-z 0: ,.__ 0 Q) 0 :J -.--C Ol 0 Q) C ~ --(/) :::J 0 "D 0 0 ..c 0 -+-' ~ 3 C C Q) C E z Q) Q) C) () cu z r--- Q. "'" .--Q) Ll.J ,- 0: __J (9 DRAWING ISSUE LOG: SITE PlAN REVIEW 06/30/11 last Update: 06/29/11 PROJECT NO. 1 785.02 N Key Plan EB SITE c£e~:1v,y1 ·(!!S ' . '·.»n r-,.:.nuii ~J Uivision JUN ~ 0 lOil lRf Utl ~ /1;;: llW ~ /QJ LL,.--------- c f-. 0 : ' Al-2 z' C ",._ _______ __. ' 14/A2-4 ROOF- l-01"€R E'D5E $ <t:. 6U55ET A "' _, "' Jl'lATERPROOF CONDUIT CONNECTION TO UNDERSIDE OF ROOF ----- PHOTOYOL TAIC PANEL, COORDINATE i'I/ ARCH ------.... I I- I --::::Jo ---:: .... _ --' (---, \J I ' ·-t-· - C:lx6, 1"€LDED TO DBL GHANNELS,5ALY-...-- /:l) Ll5HT FIXTURES ON CHANNEL _ _,,, 12 SLOPE 2 L I I ' ... ---, \ I --- I/ \ '\ .... I . --· I I \ I b/A2-4 5U551aT B I I I I ... ___ ~ .. . ..... "'= ROOF-LOWER ED5E --------------5ALY STEEL STl<U(;TURE i'I/ 5REEN ROOF; SEE DETAILS CONDUIT IN DECK FLUTE =---~=-::-·:::::::-,,L..... ___ F't'~tit LID 'LIFTING, MECHANISM BY OY'iNER (VERIFY LOCATIONS) ------- :l/8" 0 HOLES THROU5H /2) MIDDLE COLUMNS /Sl5NA5E ATIACHMENT) ------ Sl5NME PANELS; BY OY'iNER I \ COORD i'II ARCH ~----------....:.1~ 4" CONC SLAB ON 5RADE' i'I/ #:l BARS @ 12" OC EY'i CENTERED, BROOM FINISH, OYER 4" STRUCTURAL FILL #:lHB------ CURB AS REGl'D PE'R SITE PLAN, VERIFY r--,~ . IO/A2·5 _5l "' COL BASE SLOPE DN 1/4" I FT • "' ~ <t:. II I IL,! -~o --0 -., 8/A2-4 --5U55ET A ---' ',, ,, I I -t.i .. ----? / \ f I I \ ... iJ--11--"" ____ STEEL CHANNEL; 5ALY I I I __..--1 STEEL POST; 5AL Y Ul~fl-------'BARN' DOORS ON OVERHEAD TRACK _J-(;----f1mt--Jtt------___j_ CONC Y'iALLS 4 CURB, ARCH FINISH i'I/ :l/4" CHAMFER @ ED5E5, TYP ---.J.1.1~---l-l+-------.;e/fiA'"°2;:,_5, DUMPSTER/ BINS BY OTHERS -..J-J---~~~~-/~~~1 EXTRUDED RUBBER DOCK BUMPER; / \. 5LOBAL # Y'i5B54ll4, :l'-0" SECTIONS, j> MAKE CONTINUOUS @ CONC Y'iALL, 5/8" ¢ MOUNTING, HOLES, ,--------,~=l~i~l::::::;5lc=~~~=:;::::::::;l:=tr 1.. .... ---=.-,c _____ · ---st-1'-1/4" FASTENER ACCESS HOLE'S, BLACK. MOUNT i'l/ 1/2"¢ X 4" j = <1 / \ TITEN HD 5CREY'i ANCHORS. VERIFY MOUNTING, HEl5HT i'I/ 1 ° '. VERIFY I DUMPSTER DIMEN. I I 16 Al-2 1 ,i-~ -,-t( -~-· ------I I • ASPHALT; : H' 1 _ /2) #4 BARS @ TOP , ~fl\~---~/'.::. =S~L;O:PE:::D:N:::;:;:;::~~~j:::ldt°~·F~F:i.£:::::~S~LO~PE~D~N~--~YE~RIFY 5RADIN5 L ---_:-w:n TYP Jl'lALL, #4 BARS @ ---EGl ~ -0 -r-o --'!. } 4"~ ----:~:: :::E@::~--~1-~i ,-J----,-------_::_-~~\""; ·':~:---:~:--:~==~ .... ~-' ---....;?~, +~=---CONC FOOTIN5 V'lASTE/REGYGLE SECTION 9/4" = l'-0" l 1'-4" ---;;P-F~~~l~,;______t ---------FOOTING, BEYOND ,r CONT TRENCH DRAIN /ENSURE ONLY FLOY'iS FROM STATION ENTER DRAIN PER COR STD) ------4" CONC SLAB ON 5RADE i'I/ #9 BARS @ 12" OC EY'i CENTERED, BROOM FINISH, OYER 4" STRUCTURAL FILL LIGHT POLE 1/4" = l'-0" 4 V'lASTE/REGYGLE FRONT ELEVATION Al-2 1/4" = l'-0" ::, <I) ' . ' • I I 1~, .. ,;;,,,.,,,.--a-·• ( BOLLARD LIGHT 1/4" = l'-0" z 0 1--u :) O:::'. 1-- (/) z 0 u O:::'. r ~ ' i ~ 1 , ~ - " g ' j ~ ! - l e , B " e ~ o" ~~~:- BUMGARDNER, ARCHITECTURE• INTERIORS· PLANNING 2111 Third Avenue Seattle Washington 98121 206/223-1361 phone 447-8194 fax 3634 REGISTEREI) ARCHITECT I . ' ,/Aw;,~, ,_..Gl!Y PECKHAM ~TE OF WASHINGT~ I• U) w >, ~ ...... (0 ,.__ LO 0 0 0 ..c <X) ...... :::J 0) <( I ~ 0) C z (/) C :::J 5 0 0 ...... I C Q) C 0 0: 0 ...... C LLJ Q) I-z 0: G) ,.__ 0 :::J 0 '+-C 0) 0 Q) C ~ (/) :::J 0 "D 0 0 ..c 0 _,_, 5 5 C C Q) C E z Q) - Q) (9 u co z f"-. 0. ~ .--Q) w .--0: _J (9 DRAWING ISSUE LOG: SITE PLAN REVIEW 06/30/11 Last Update: 06/29/l l PROJECT NO. 1785.02 N Key Plan EB SITE DETAILS LL ,----------. ' 1--cl 0 . ' Al-2 Z ' ~ C L-------------------------------------------------------------------------------------------------------_:_ ____________________ ...J ,._ ______ __, _ _:_ __ :_.cc __ ~ _ __,_,_~~--·--... ", '' -"~-<-•'--L>