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Home My WebLink AboutLarge FormatL REMOVE EXISTING TENANT AWNING ASSEMBLIES-PATCH MASONRY WALL IF ANY DAMAGE CAUSED DUE TO DEMOLITION INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY AT MAIN ENTRANCE DOORS·- SEE DETAIL 10/A-0.02 EXISTING BRICK FINISH OVER MASONRY WALL EXISTING MASONRY WALL NEW ROLL-UP RECEIVING DOOR -SEE DOOR SCHEDULE NEW HOLLOW METAL DOOR AND FRAME. PAINT TO MATCH COLOR OF BUILDING EXISTING CONCRETE PROJECTION TO BE PAINTED NEW CLEAR ANODIZED ALUMINUM WINDOWS WI 1• INSULATED GLAZING REMOVE EXISTING AWMINUM STOREFRONT SYSTEM AND PAIR DOORS NEW CLEAR ANODIZED STOREFRONT/DOOR PACKAGE EXISTING DOOR AND FRAME TO BE REMOVED LINE OF EXISTING RECESSED CONC. SLAB BEYOND LINE OF NEW CONC. SLAB BEYOND~ SEE STRUCTURAL DWGS. EXISTING BARREL ROOF BEYOND NEW METAL CANOPY TO BE PAINTED NEW STRUCTURAL COLUMN AND DOWNSPOUT TO BE PAINTED NEW STEEL AWNING FRAME (PAINTED) WITH STANDING SEAM METAL ROOF NEW LIGHT SCONCE~ CENTER ON PILASTERS OR COLUMN GRID AS SHOWN GENERAL NOTES 1. ALL SCREW HEAD MUST MATCH THE COLOR OF STOREFRONT ANISHES. l I ' ' r :M r ..... ····-········- rG: ··--· ... -·· ...... ,............ ··-···-····-············--····-···--· ·-· ··············IJ····-······-···-········· ~ == 1···········-·········- , ' I ................. ··-······ ·-······ .. .... T ' ' ' ' REMOVE EXISTING ALUMINUM WINDOW ASSEMBLY 2. T = TEMPERED GLASS ,_· .. _ ... _ .. ·:·:---~ == ... --. --.... ·-······-··--.... :.-.. ::_.~:_ ~~-_--~ ITY·P·.1-,--_--_ ~-:---~ -~ .. -·--·--.·.-.. -._. ·=~~.=-.-.:=:~·:::~: ·~··-·-·:-~.~-.·~-·----··---. -._.-._--_--._-_---_-. ·~:-· ··~-.-4--~·-·_· -·--·-·.·_·_· =· ··=·_··----._=:-·=:::.-.-.... -.--.:-.-:.:-~.·.-:.·.:-·=-·.·····.·.-.· .. · .. ·-.··.-.. -... -.. --·==--+-:~=·~·:~.·:_----·--····· :···· ... ·-. --· .... --~ -----: _ --·=··-~···~ ---.................... ::::== ... :ccc:TYF's/-· -· --·· . ------·--------·-•--------···-------··'------·- INFILL EXISTING MASONRY OPENING WITH NEW CMU-SEE STRUCTURAL DWGS. INFILL EXISTING MASONRY OPENING WITH NEW CMU. PROVIDE BRICK FINISH TO MATCH EXISTING-SEE STRUCTURAL DWGS. EXISTING WALL PACK EXISTING DOWNSPOUT~ PAINT TO MATCH BUILDING 3. ALL SIGNAGE UNDER SEPARATE PERMIT 4. SEE SHEET A-6.01 FOR WINDOW & DOOR SCHEDULES. 5. VERIFY DIMENSIONS SHOWN IN FIELD. 6. SCRAPE AND CLEAN ALL EXISTING EXTERIOR WALLS AND TRIM SO THAT THEY ARE FREE OF ANY DEBRIS OR LOOSE A~.IISHES, PATCH AND REPAIR EXISTING MATERIALS, PREP AND PAINT :::.::.::~_.:.:.:=::::=::::=-······· · -·-·· -·· · · -·· · · · · ·--· · -· ··---· ··---·· · · · ··--· -· --· ·····-· -__ _ lYP. -· · · · ··· --··· --· ··---··---··--:·:.:::::-::: ... --··· ··--· -····-_ --·-··-·-··- EXISTING POLE MOUNTED PARKING LOT LIGHT FIXTURE LINE OF ROOF BEYOND GENERAL & KEY NOTES,___s_cA_LE_-< 20 EAST ELEV/\TION ,___s_cA_LE _ _, ~ PARTIAL NORTH ELEVATION t--,---s_cA_LE_---t WITH DEMOLITION 19 ~------L . ··---'· · I -·· -I · . · I ~----------------~ t . -~----------------~ I I I I ' ' ........ ! .. ·--······· •• -·------ct---- · ·· ···---··I·-·· · · ··-·· ·-· ··· --··I···-· ·······-· ···-··-··-· ·I I · ==: :~.~ ::::_~:·:<-~:··~.-:. :-: :~--:· :-:_:.-.. ~~~.:~:· ... ~:.::::.· J ... :· _:::·:::··::~:.:~}3·:~: I.:: .. :::~: ....... :: ... ::::: .. :: ·1:;~:·:·:-:~:·· .. : .. ::. : .. -.... i· ····:·:····;-:~~::··::~:::~~~: ;= ----- --' -···--···-··--···-. . ........... /:::-_----· 1¥ . -.:·~·=.:.:+ ····-······--· . , ............. ·-········---······--··-···--···-·±················ -···--······~-·-···--··--····-····-········ ·j__-··--···--········~··_· ···-····---·····--· .. --···-····· ··-.. ·-··-·.,.·;,~;~~·::;Ji" -,,---....:_ _: ....:_ _:.:·.:;·;_,,·;_ =ii.,.: .. ,c,· .. , :: ---........ CI II II I __ ,, _ _,, :11 II I I ,. ::?_c:~~-::-·::··:J: :: 1: :1-·. ~·----· ···-···-·····-·-··-··. -Ile:-"----..JJ-::Y_·-··-····--···- • ccc=ccc=cc .. ···-· ... 11 PARTIAL WEST ELEVATION t--,---s_cA_L•--t WITH DEMOLITION 1/8" = 1' -O" D I ----, I ~-----c-------1i ~re' --\ri'-' ----.-.. -.-... :.:.-.. -.. =.~-~:-:.:.,,::.:'" .. -... -.... "-.. -.. -. -_-.:.·-:~-+· .-_. __ -:··--.... -.. __ -.... -.. -. ·----.:-If-::.-.-_::.-::·---·.--.:.~-·::--i-"i'-.:.-.. -.. -: :_-:. :-_::-~::·tp-: .. -.~.:-~ - I I ··-·I·-· I , ' -"--·----·--"· I --t·---- ' ' ' ' ' ' L __ L_ __ PARTIAL SOUTH ELEVATION SCALE WITH DEMOLITION f 1/8" = 1' -O" 18 17 NONE cp ·-, ··-.. ··-··-·· --· -···--····-···--···--. . -----··--···--···--· -,--. ------------- ' ' INOTE: I SEE DETAIL #19/A-2.01 FOR DEMOLITION OCCURING AT THIS ELEVATION ' -L. . ...... ···-··· -·····-··--···-...... ·-· ·····-···-······--···-···-· -·--···--····· ·····-···-··---.... ···-··--····-···-···. --·------------~-~-----------------------~-------- . ·······-------· . ~~ ----=----.. -··-·· . . - ~::.._ _____________________ 15 -----------------------;; -------------,~-=----~----=--=--=---~J L--'----------------------------------------------------------------------------------------------------------------~ 1/8"=1'-0" 7 NORTH ELEVATION ,___sc_AL_E _ _, ~ &\ I I ' I ..... .... .. .. .. .. .. ·--... ' ····--· ....... ·-····--···-.. -----------------------------------... ··-···-··· ··-··--. . ............ ··-····--·-··-··-··-.. ·······-···--······-·-···. r-r--~--···. r-- ·····J-••-·=_&_:-.••-·· .. _·· -.•.-l lli~)j" ----~···.·.··.~·;-z ......•. · .. ~ D w ' ' I NOTE: I SEE DETAIL #17/A-2.01 FOR DEMOLITION OCCURING AT THIS ELEVATION ' ' ---·~-·---··---C ------ ------· .. -··-.. ·--· 0 I ---··-······-·· -·-. ···-··-· .. [ ..... ·······························_ I ' ~~;~ETAIL #18/A-2.01 FOR DEMOLITION· 1 OCCUAING AT THIS ELEVATION / I I I fl ,--------------C--- ·--------- ' ······1·-········· . ···-····-·-··-··-·····-...... ···-···-·----······· -····· ... ··-· ····-· ······-······-·-·· ·~-·--· --·---·----· 4 --·--··-· -···------------1Ye.-&-: .....•. ::= ............. . ·--·-- 11a• = 1' -O" cp cp I ' ····· 1 WEST ELEVATION,___s_cALE _ __, 1/f!'= 1'-0" cp .... --·· --·---------f--·--··. 1.. . . I --.-.· .. ·-1---. c__n .................... . :.~:1s········ 12-0Y,· ~~-~--~~-~-------------, -=~5-=-=-= G __ _:____:___: ________________ ~----=-----------------15 ----§] ---~ t~ 2 10 ~ L---------------------------------------------------------------------------------------------------------------~J N W ENTRY DOOR PACKM E SOUTH ELEV .A,TION ,___sc_A_LE _ _, 4 3 2 1 mcg architecture (f) 415.974.6002 (!',15.974.1556 250 Sutter Street, Suite 500, San Francisco, CA 94108 Seal: A Project for: Client: 1-w _J I- :) 0 >-a: w () 0 a: CJ 1-z w 2 w 6 a: a.. 2 - 1-z <( z w I- . 0 ::j ~ Ill ~ ~ ~~ ::::, -(f)Z wO z !z 0) w g a: C\J GROCERY OUTLET, Inc. 2000 FIFTH STREET BERKELEY, CA 94710 Phone (51 O) 704-6579 Fax {510) 644-0152 Revisions: ,& City Comments 07-16-10 Issued For Pennit 05-07-10 No. Description Date Project No.: 10.157.10 Drawn By: PAS Reviewed By: YW Scale: AS NOTED Date: Filename: Sheet Trtle: Sheet#: 10 10157 A201.dwg EXTERIOR ELEVATIONS A-2.01 © MCG A~CHITECTS 2010 ALL RIGHTS RESERVED City of Renton Planning Division AUG -9 WW 0 ::'.; co 1- UJ en z :::J en UJ z EXISTING LANDSCAPED MEDIAN (NAT A PART) TO REMAIN EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN (NOT A PART) ....... L • • ••• ...... ' . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ,. . . ' ..... . . . . ' . ' ..... . . ' . . . . . . . . . . ....... . . . . . . ' . •. . . . . . ' . . . . ..... ' . . . . . . . . . . . " . r ••• • •• • i •••••• ! ' ••••• . . . , .. ' . ' . . . . . . , ..... '" . . . . . . . . . . . . . . . . . . .... ' , .. ! •· • • • • • I• • • • • • • I· ........... . I • • • ' • •••••••• ...... . . . . . . . . . . ' . . . . . . ' . ' . ; . . . . ' ..... ' ...... ' ... ' . -. . . . . . . .. . . . . . . ' . ' . . . . . . . . . ....... . . . . . . . ' .... ' . . . ' . ' . . . ' . . . . . . . . . . . ' . . . . . . .. . . . . . . . . ' .• . ' . . . . . . . . . " ..... . . . . . . . ....... . ' .... ... ' ., .. . . . . . . . . . . . . . ...... . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • + • .,, . . . . . . .. • • + • ,, . . . . -. . . . . -. . . . . . . .. ' ... ' .. . . . . . . ' . ' . ' . . ---r7·· ... NEW LANDSCAPED . : . : . : . : . : . ·. AREA . . . . . . . . ' . . . . ' . . . . . . . . . . . . I • • • • • • + • • • > • • . . . . . . . .. ' ... I • • ' + + • + ' . . . . . . • • • • + • + • • .• • • ... ' ... . . . . . . ' ....... . I • • • + + + ! ........ + •• ' ... ¥. . . . . . . • • + + • • • . . . . .. . . ' ... ' . • • + • .. • . . . . . ' . . . . . . . . ' ' .. ' . • • • + • • • ... • + • ... • . . ,. . . . • • + • • • • . . . . . . ,, . ' .... .. . . . . . + • • • • • • ~ . . . . . .. . . . . . . • • • + • ' • . . . . . . .. • • + • • .. ' . ' . ' . '1 • ' ' • • • ' + • • • • • 1:-<<<<<< • • • • + • . . . . . . . -, . . . . . . . . . . . . ........ , ..... ' • • • • + + • . . . . . . ...... ' . . . . . . • • • • • + • . . . . . . • • • • + • • • > •••• ' ' ' . ' . , 0 <( 0 a'. (/) (/) UJ u :i (9 z t= (/) Q .. .. . -. ' . .. .. . . . .. . .. . . . . .. ' . .. .. . . ' ' "' • • • I .:. • • • • I l,.:.·.·.·.·.1 ,' • .. • w :·· ........... .. ......... . .. . .. . . .. .. .. I·.<<·>> . . .. . ... ' .. .. . .. i:,: < . . .. .. .. . . .. .. . .. . . .. . .. . . . . . . . . .. .. . . .. . . .. .. .. . .. . . . . .. .. .. . . . . . . .. .. . . . . . . . . .. .. .. . . . . .. .. .. . . . . .. .. .. . . . . .. .. .. .. I ........ ' . .. . . 111:~:<<< . . .. . .. .. .. .. . I • • ' • i ........... . : . . . .. .. '.. .. .. .. . ; ... " ........ .. . . . . .. .. .. .. . . .. . . .. ....... .. . . . .. . . . .. .. .. .. . .. . .. . . .. . .. . I . . . . I· • • • • I ... ' ..... : .. .. .. . i• .. ' • I'<.. . . :, i:.. .. • .. • I • • • • . .. . .. . . " .. .. .. . . .. . . .. . . . .. . . . NEW FIRE DEPARTMENT CONNECTION PROPOSED GROCERY OUTLET 21,402 S.F . I . ~ EXISTING APPROACH / TO REMAIN \ \ \ \ \ \ . \ \ '\\_ \\\ \\\ \\'\-- \\ \__ \ \ . \ \ \ \_\ \, \\ '\\ ~, I J I I I I NEW METER/ MAIN SECTION NEW UTILITY METER I SEXISTING UTILITY ON EXISTING POWER POLE ---L I -- 1 I I I I I I UJ ~ 0. I l-o ~ NEW FIRE SPRINKLER RISER AND WALL POST INDICATOR NEW4"WATER SERVICE ~ EXISTING WATER MAIN I BELOW I I I I I N mcg architecture CJ) 415.974.6002 ®15974.1556 250 Sutter Street, Suite 500, San Francisco, CA 9410 Seal: A Project for: I-z I-w 0 w ~ ::j <D ....J LO I-w Ill 0 > CX) :J I-0) 0 0 w ~ a: Cf) >-z a.. :::) -a: ~ Cf) z w -wO () I-z I-z 0 z 0) w a: <( 0 a: CX) (!J z C\J w I- Client: GROCERY OUTLET, Inc. 2000 FIFTH STREET BERKELEY, CA 94710 Phone (51 O) 704-6579 Fax (510) 644-0152 Revisions: Issued For Permit 05-07•1 No. Description Oat, Project No.: 10.157.11 Drawn By: PAI Reviewed By: YV Scale: AS NOTE[ Date: Filename: 03 09332 A001.dW! Sheet Title: C ty of Renton anning Division AUG -9 ZOiO Sheet#: UTILITIES SITE PLAN U-1.00 ~ co tu CJ) z => CJ) w z ' ,. . ., . ' ' . . . ' ' . ' ' . ' ' . . . ' ' . . ' . ' . . , ' ' . ' . . . . . ,, . ' . ' . ' ' . ' . . . ,. ., . . . . . . ' . ' ' ' ' . . . ' . . ' ' . ' . ' . . . . . . ' .. . ' ' . ' . . ' ' ' ' ' ' ' ' . ' . ' ' " . ' . . . ' . . . . ' ' ' . . ' . ' ' ' , , . ' .. . . ' , ' ' ' ' ' ' . ' . ' ' . , , T ' • . . . . ' ' ' , ' ' . . . · '. '.,201-0~: · :• ' ' . , ' ' . \ ' ' . . • ' ' < . . . . . . . . ' . ' . , -" . . -. -.,, .. ,. . . " ' ' ' . . . . . . ' ' ' ' . ' -. . ' , . . . -. ' ' . . . ' ' ., • ' • + ' ' • ~ ' , ' ' ' " . , . ' ' , ' ' ' . . . ~ _r-'------------------------------------',.----,------,,------~~---,. ::::::::: r -:-:-:-:-I I .... -. . . . I . . . . . . . . . I ·.·.-.·.-I., ' J::::)::: ~ [:(~:\ ¢ 24'-0" ' I• , . I ' . . . . . . . . . . . . . . . . . . . . . . . . . . . I . ' ...... . . . . . I ' . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . 1::::-_:: 7 1:-: s .·: I • • • • I . . . . . -:-:-:-:-I • • • • • • • • • I :-:-:-:,: L ACCESSIBILITY NOTE: NOTE: REFER TO SHEET G-0.02 FOR BUILDING EXITING PLANS. PROPOSED GROCERY , OUTLET 21,402 S.F, NO INCREASE IN BUILDING ENVELOPE 149'-0" ALL ACCESSIBLE PATHS OF TRAVEL INDICATED TO HAVE A SLOPE NO GREATER THAN 1:20 (5%) AND A CROSS SLOPE NO GREATER THAN 114" PER 12" (2%). LEGAL DESCRIPTION 12 /, - I 1/G I \ \\ \ PER KING COUNTY DEPT. OF ASSESSMENTS: fARCEL NO.: 722790-0091 ~ENTON HIGHLANDS #2, LOT: POR, BLOCK: 38, pUARTER: NW, SECTION: 9, TOWNSHIP: 23, RANGE: 5 THIS SITE PLAN IS INCLUDED FOR REFERENCE PURPOSES ONLY, AND IS BASED ON A DRAWING ENTITLED 'PLOT PLAN / HIGHLAND BOWL" AS PREPARED BY THOMAS ALBERT SMITH & ASSOCIATES AND DATED MAY 10, 1959 N ;. SITE PLAN 1---sc_A_LE_--1 1· = 20'-()" ' 1 EXISTING GAS METER-SEE PLUMBING DRAWINGS -PROVIDE NEW BOLLARDS FOR PROTECTION EXISTING ELECTRICAL SERVICE LOCATION -SEE ELECTRICAL DRAWINGS EXISTING DOMESTIC WATER CONNECTION LOCATION, SEE PLUMBING DRAWINGS PROVIDE NEW LANDSCAPING WITHIN NEW CURB AREA NEW LANDSCAPING -SEE LANDSCAPE ORAWING(S) PROVIDE NEW CONG. CURB TO MATCH EXISTING EXISTING SIDEWALK TO REMAIN, TYP. EXISTING PROPERTY LINE & PRIMARY STORE ENTRANCE ADA SIGN -PER DTL 10/A002 NEW ACCESSIBLE SIGNS -PER DTL 3/A0.02, TYP. OF 3 EXISTING DUMPSTER AREA EXISTING STRIPING TO REMAIN, TYP. EXCEPT WHERE NOTED AT ENTRY AREA EXISTING LOADING AREA EXISTING CURB NEW CONC. FILLED STEEL BOLLARDS WITH TRAFFIC YELLOW PVC SLEEVES (TYP. FOR 6) NEW STRIPING TO INDICATE NEW LOADING ZONE G.C. TO VERIFY EXISTING SLOPES/GRADES IN ENTRY AREA/H.C. PARKlNG ARE IN COMPLIANCE -SEE ACCESSIBILITY NOTE ON PLAN SITE PLAN KEY NOTES ,___scA_LE_--< NTS 1B GENERAL 1. ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. 2. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS B8NG NOT IN CONTRACT (N.I.C.} OR EXISTING, ALL OTHER ITEMS, MATERIALS AND INSTALLATION ARE PART OF THE CONTRACT, AS DEFINED IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED F'OR THE WORK DEPICTED OR SPECIFIED. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEM_S TO THE AMERICAN STORE PROPERTIES REPRESENTATIVE PRIOR TO PROCEEDING WITH AFFECTED WORK. 4. CONTRACTORS ARE RESPONSIBLE FOR ALL wbRK REGARDLESS OF THE LOCATION OF THE INFORMATION ON THE DOCUMENTS. ! ' SAFETY/EXITING 1. CONTRACTOR SHALL PROVIDE AND 1$ SOLELY:RESPONSIBLE AND LIABLE FOR PUBLIC AND EMPLOYEE PROTECTION AS NECESSARY AND~ REQUIRED BY THE CODES, ORDINANCES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. 2. EXIT SIGNS WHERE NOTED OR REQUIRED SHAU. BE WORDED ·EXIT" IN LETTERS HAVING THE PRINCIPLE STROKE OF NOT LESS THAN 314• WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND/OR APPLICABLE REGULATIONS. 3. ALL FIRE-RATED ASSEMBLIES SHALL BE DETERMINED, AND SHALL BE LABELED AND INSPECTED, IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 4. AU. RAMPS SHALL HAVE A HEAVY BROOM FINISH. SEE SITE PLAN DETAILS. 9. NOT USED 10. FIRE DAMPERS OR FIRE DOORS SHAU. BE PROVIDED WHERE AIR DUCTS OR OPENINGS PENETRATE FIRE RATED SURFACES. 11. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTOR SHALL DICTATE SIZE, TYPE QUALITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT EXTINGUISHERS. 12. AU. LEGAL EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE LABELED • THIS· DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THIS SHALL BE IN LETIERS NOT LESS THEN ONE INCH HIGH ON A CONTRASTING BACKGROUND. SPECIAL LOCKING DEVICES SHAU. BE OF AN APPROVED TYPE, MANUALLY OPERATED. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 13. EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 14. THE GENERAL CONTRACTOR SHALL FURNISH A DESIGN AND BUILD HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE UNDERWRITERS, BUILDING DEPARTMENT, FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR HIS REVIEW. PRIOR TO ANY INSTALLATION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION TO SITE WATER MAIN INTERIOR OF BUILDING. REFER TO SPECIFICATIONS AND TO SITE PLAN, INDICATING BUILDINGS TO BE SPRINKLERED. COORDINATION 15. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION AMONG ALL THE VARIOUS SUBCONTRACTORS. 16. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS AND/OR SPECIFICATIONS, THE COSTLIER OR MORE RESTRICTIVE CONDITIONS SHALL BE DEEMED THE CONTRACT REQUIREMENT, UNLESS OTHERWISE STATED IN WRITING, FROM THE DEVELOPER. 17. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND ITEMS WITH THE PLUMBING, ELECTRICAL AND OR REFRIGERATION DRAWINGS, ETC. AS REQUIRED. 18. VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH MECHANICAL, PLUMBING AND ELECTRICAL SECTIONS, AS PER CODE, ACCESS PANELS SHALL BE LOCATED, FURNISHED AND INSTALLED IN WALLS OR CEILING BY RATING. FINISH ANO LOCATION SHALL BE APPROVED BY THE DEVELOPER PRIOR TO FABRICATION AND INSTAUATION. 19. CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS AND BASES WITH EQUIPMENT MANUFACTURERS AND SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT OPENINGS ON ROOF AND INTERIOR SHAFTS. 20. GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING AUTHORITIES AND UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING INSPECTION. , 21. -·oBTAIN-iENANT'S LATEST CRITERIA DRAWINGffJ\.ND/OR TENANl'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH~N, STUB-UPS, ETC .. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE PRIOR TO POURING CONCRETE FLOOR SLAB TO POURING CONCRETE FLOOR SLAB DR APPLYING FINISHES ON WALL. BUILDING PAD 22. NOT USED. 23. NOT USED. MISCELLANEOUS 24. WHERE GAS SERVICE IS BEING PROVIDED, CONTRACTOR TO PROVIDE AN OUTSIDE GAS SHUTOFF VALVE CONSPICUOUSLY MARKED. ' 25. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED. 26. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF EXTERIOR CEMENT PLASTER AND DRYWALL SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS NOTED OTHERWISE. 27. PROVIDE METAL CORNER BEADS AT ALL OUTSIDE CORNERS OF EXTERIOR CEMENT PLASTER AND DRYWALL SURFACES, UNLESS:NOTED OTHERWISE. 28. CONTRACTOR TO PROVIDE FIRE TREATED WOOD BLOCKING BEHIND ALL TOILET ROOM ACCESSORIES, GRAB BARS, HANDRAILS, WOOD TRIM AND WALL MOUNTED FIXTURES. 29. UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR EXPOSED METAL, TRIM, TREILLAGE, RAILINGS, MOLDING, FRAMES, CA$TING, ETC., SHALL BE PRIMED AND PAINTED 30, INTERIOR CONCRETE SLABS SHALL BE POURED LEVEL (UNLESS OTHERWISE INDICATED} 1/B' TOLERANCE ON A 10'-0' EDGE IN ANY GIVEN DIRECTION. 31. KEEP ALL PIPING AS CLOSE TO WALLS AS POSSIBLE. 32. ALL DIMENSIONS ARE TO THE FACE OF STUD AND OR MASONRY UNLESS NOTED OTHERWISE. 33. ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH APPROPRIATE SEALANT MATERIAL 34. ALL TOILET ROOMS SHAU. BE VENTILATED WITH BY MECHANICAL MEANS, SEE APPLICABLE DRAWINGS. 35. PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/QA CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN SAFETY. 36. THE GENERAL CONTRACTOR SHALL PROVIDE AND INST AU.ADDRESS NUMBERS PER CITY REQUIREMENTS AT TRANSOMS OR STOREFRONT ENTRANCE DOOR. 37. ALL EXPOSED ELECTRICAL EQUIPMENT SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 36. CONTRACTOR TO CONFIRM LOCATION OF EXISTING UTILITY STUBS ANO ADVISE ARCHITECT OF ANY MAJOR DISCREPANCIES. 39. CONTRACTOR TO MAKE ARRANGEMENTS WJTH THE OWNER FOR CONSTRUCTION STAGING AND OBTAIN ALL NECESSARY CITY APPROVALS. 40. OCCUPANT LOAD SIGN REQUIRED IN ROOMS WITH OCCUPANT LOADS OF MORE THAN 50 PERSONS. GENERALNbTES,___sc_AL_E_~ NTS 1A mcg architecture CI) 415.97 4.6002 ®15.974.1556 250 Sutter Street, Suite 500, San Francisco, CA 94108 Seal: A Project for: Cltent 1-w ...J I-:::> 0 fc w () 0 a: CJ 1-z w ~ w > 0 a: c.. ~ - 1-z <( z w I- ' 0 ::j 18 Ill 0 co t:i 0) ~~ ::) (f) z UJ 0 z 1-z 0) UJ 0 a: co C\J GROCERY OUTLET, Inc. 2000 FIFTH STREET BERKELEY, CA 94710 Phone (510) 704-6579 Fax (510) 644-0152 Revisions: .& City Comments Issued For Permit 05-07-10 No. Description Date Project No.: 10,157.10 Drawn By: PAS Reviewed By: YW Scala: AS NOTED Date: Filename: 03=09332,A001.dwg Sheet Title: ARCHITECTURAL SITE PLAN Sheet#: A-0.01 @ MCG ARCHITECTS 2010 ALL RIGHTS RESERVED City of Renton Planning Division AUG -9 "''" • ,,u '-., ' --'" -. t • ' ,. •• L NORTH _ _..~~~ .. J~,·-~·1 ., ~-,., ....... ___ , --;:,?;';;,:~~--~ 1·-~ I ~ ; t<ing eounty \r"' ·~ ·~1r·-i1tt·r: r;·'",mh11t --!: --- 0 25' 50' 100' IMAP \ \ -0 (}j ,. SEE SHEET BR-2 FOR BUFFER PLANTING PLAN @w-i ) ( \ VICINITY MAP ---r--..... -··--1- I ' I I I i I .111111 I I I I 11 I I I I I ! I J .. \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ I ' \ \ \ \ I . . ' i I \ \ l \ ) I I I ' / \ I I ' ' . .. . \\ ,) / , I \ I\ I \ I I \ \ \ I I \ \ \ I \ l l :1.8 I I 11 I I \ I \ I \ \ L - -1 ..l ,, \ I ' ,1 \ :1.9 I\ I , I\ I ' I \ \ \ \ I I f / I i I i:!x1Wffst. P~aut II II 11, I I \ \ . sr £ Mn ~· 11 , 1 1 1 1 I I ,1 rc71l-\ I I I I I J 1,..-1--..,XIS PUt1L/C I WA TEI'/ ESMT. \ I ill ~. . ' EXIST. LOT --_i\ \ __ _ V I I I \ \ I I I i I . \ i I \ I \ 8 I '.1 \ I \ \ ! \ J I \ I \ I j \ \ \ I \ i I +, '· , .. ,. · . .. -.. ' \ \ \ \ \ \ \ \ \ \ 20 \ ' I ' I I I I I \ ' \ l 2:1. ' .. _ ' \ \ \ ' \ \ \ \ \ \ 1 EXIST. LOT\ SHEET INDEX \ BR-1 COVER I \ ' \ \ I \ \ I I \ I I I \ I / \ I I I i i \ I \ 6 I \ I \ I \ I i I I I ~ \ . . ... "'• \ ' • I \ I ~ I ' I I I I I I I I I\ \ \ \ 5 \ \ \ \ \ \ . . . .., ( ' l 1. I \.. l J ,::1: ·'~J\ I J,I I "jif\ ' J I I t I ~ \ i I ! I \ \ \ EXIST. LOT\ BR-2 PLANTING PLAN ~-t~-1 -l . ,// J \ I 2 I * :·· ..•.... · .. -. \ \ \ ¥ \ \ I \ ) \ \ \ { ~ \ } 26 / \ i \ I I j j \ 11~---~'"'"···-"·· ,,·,, . ' .. :I. 27 -( i \ \ ,/ BR-S CONSTRUCTION AND MONITORING NOTES ', .,'. I , . • I 'City of Renton -'. Planning Division i ' ' ' MAY l 9 1u·1u ifti~CC;~UW~IQ) .· i . ----1.Rtroou:@m ,~ Planning Division ~[p) [p) [Pa (Q) 'YI [Q) By----""....-,-r"-.,..+.,~,.,..- Date _ _,_~--- STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DUANE DIETZ r:::2) /f'il,_ CERTIFICATE NO. 649 =="I 'V ~===========:== RAEDEKE ASSOCIATES, INC. 5711 NORTHEAST 63RD ST. (206) 525-8122 SEATTLE, WA 98115 F'AXt (206) 526-2880 $ " 0 ""' > " a:: .... 0 0 0 ' ~ 00 0 l'l N ,:, 0 $ <O r-.. 0 O ~ Z ~ "' " ::::; i,j ~ " Cl 0::: w > 0 () ., <( i,j 0 u Ul . (.) z 0 <( 0 I ii! a:: ;; a, " " C "' 'iii " 0 0 <( 0 ' ,i Cl "' <( ;; Cl a, ;; " "' !/ C 0 31 ~ e a. a. Cl <( [ "' ~ 0 ---------1 SHEET BR-1 1 of 3 <O 0 0 ~ ~ ~ ,:: w ::::; <( z w .J '-------------------------------------------------------------------------------------------------------,---------------------------------;;: i "' I ""' --~ V../ --, "' + I ··V NORTH \ ru 0 10' 20' 40' LANDSCAPE KEY PLAN DETAIL SYMBOL SYMBOL SCIENTIFIC NAME COMMON NAME X X SHRUBS '\. ~, > A > \.•) Holodiscus discolor OCEANSPRAY X X X + ~ Ribes sanguineum REDFLOWER CURRANT X X .. ·';:;;;::. ~Rosa gymnocaroa DWARF ROSE > • , '\. ~, > ) co 5Rubus spectabilis SALMONBERRY > I<.,.'\. "' ~ 'V -,_,,,.,r Symphoricarpus a/bus COMMON SNOWBERRY X X -----------~--------~ ··---------------~ L-----30'-o"'----- TYPICAL PLANTING LAYOUT NOTE: AVOID PLANTING DIRECTLY OVER SEWER LINE + + + + w "' + ".I• V "' + + w 'o/ ~ TYP. TOTAL MIN. SIZE REMARKS SPACING 24" ht. 2 gal. 5' o.c. 30 24" ht. 2 oal. 5'0.C. 30 24" ht . 2 gal. 5' o.c. 30 24" ht. 2 gal. 5' O.C. 30 24" ht. 2 gal. 5'0.C. 30 ·'·'"'-··-'"' ·" + + + + "' 'lf V 'W' \ \ \ \ \ \ \ \ ~---B&B OR CONTAINERIZED SHRUB (m>) , l ,,,--SET ALL PLANTS AT NURSERY LE\IEL (T'TP) ! ' ~-MIN 2•-3• OF MULCH _,--SHRUB PLANTING PIT _, PREPARATION = R001BAU. DEPTH & WIDlH PLUS 1'-b• ADDITIONAL ALL SIDES ......_ ___ NA TI\IE BACKFlU. SOIL AMENDED WITH 25" ; DECOMPOSED ORGANIC 1 ROOTBALL + 1•-o•MIN ALL SIDES '-....._ MULCH AUWENDMENT ' f-----===-.c-'--''-='-=~~---1 "-.___UNDISTURBED SUBGRADE l {PRO\IIDES FIRM BASE SQ THAT ROOlBAU. Will NOT SINK) I i SHRUB PLANTING DETAIL(j\ NOTTOSCALEU I I I I I I I I I I I .. I I I I I I ! I I I I . I I q $ i I Gity of Renton Planning Division MA¥ .l 9 trllU STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DUANE Dim r:2) /Ii CERTIFICATE NO. 649 ==='I 'V~"======= RAEDEKE ASSOCIATES, INC. 5711 NORTHEAST 63RD ST. (206) 525-8122 SEATTLE, WA 98115 FAX: (206) 528-2880 . 0 z "' 0 . -"' Cl) -"' <O N w "' <I, ~ ~~ -"' "0 ii £i 0 " .. Cl)~ 0 11. Cl) 'al Cl) g < Cl) "I? N w "'~ "' "i' ~ w "' ,N w z "' -s 0 -o ,-.N w "' - ~ >, CD " -0 0 ""' > " Ct'. ... 0 0 0 < < 0 0 0 0 ' l l "' a i i I') N " 0 " Ct'. 0 Ct'. ' " -< <D 0 ;; -z ;; 0 0 "' [II 0 >, N 0 " ;; " < " "' ""' :::E "' ~ ij C C e •-'. ij c> 3: 0 -0 "iii 0 a. ~ 0 " "' ~ a. a. 0 VJ 0 0 < z <( ....J a.. z OQ ...JI-~~ 0 1-0 z z 0 I-0 <( ::> Cl) I- ....J 0::: w C> a.. I-0::: z rn -0 z 0::: :r: -C) 0 ow~ N z >, g LL S: 0 -:::E I-<( LL • "' z W::)~ 3: ~ <( -I-ca I-I ....J ~ I ffi _J -a.. " " 0::: ~ 0::: .c ~ 0::: '.;J- C ~ ~ <( 0 ~ oa.. 0 -" 0::: >-" a,: ~ w " tt: z ::, CD <( ... 0 ....J 0 / w "' " " 0 0 " c> ~ " CD lO "' 0 I <D SHEET 0 0 N / <D 0 BR-2 0 ;:J, ,:.: w :::E < 2 of 3 z w _J c;: . . . ' ' . 1.0 GENERAL CONDITIONS 1.1 GENERAL DESCRIPTION FURNISH ALL MATERIALS, TOOLS, EQUIPMENT, AND LABOR NECESSARY FOR THE COMPLETION OF GRADING AND PLANTING INSTALLATION AS INDICATED ON DRAWINGS AND SPECIFIED HEREINAFTER. WORK INCLUDES VEGETATION PLANTING, FERTILIZING, MULCHING, MAINTENANCE AND GUARANTEE OF PLANTED AREAS AS SPECIFIED HEREIN. 1.2 CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING WITH PROJECT BIOLOGIST AND CITY OF RENTON STAFF. 2. CONTRACTOR WILL FLAG ALL MITIGATION AREAS FOR BIOLOGIST APPROVAL. CONTRACTOR WILL WALK THE SITE WITH THE PROJECT BIOLOGIST TO CLARIFY LIMITS OF CONSTRUCTION AND THE WORK TO BE PERFORMED. CONTRACTOR WILL SUBMIT A WORK PLAN TO THE PROJECT BIOLOGIST/SPECIAL INSPECTOR FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL PLACE SALVAGED TOPSOIL AND GRADE AREAS TO FINISH GRADE ELEVATIONS. BIOLOGIST SHALL INSPECT FINISH GRADE ELEVATIONS. 4. CONTRACTOR SHALL LAYOUT NURSERY-GROWN PLANTS PER PLANS FOR APPROVAL BY BIOLOGIST. FOLLOWING LAYOUT APPROVAL, CONTRACTOR TO INSTALL PLANTS AS DIRECTED BY PLANS. BIOLOGIST WILL APPROVE PLANT INSTALLATION. 5. PLANT ACCEPTANCE AND GUARANTEE, SUBMIT AS-BUILT DRAWING TO BIOLOGIST. 6. COMPLIANCE ACCEPTANCE BY THE CITY OF RENTON. 1.3 CONSTRUCTION OBSERVATION/ QUALITY ASSURANCE/ GUARANTEE THE PROJECT BIOLOGIST {BIOLOGIST) SHALL BE INVOLVED DURING THE FOLLOWING PHASES OF CONSTRUCTION: (1) ON-SITE MEETING PRIOR TO COMMENCEMENT OF WORK (PRE-CONSTRUCTION MEETING); (2) APPROVAL OF PLACEMENT OF TOPSOIL AND FINISH GRADES; (3) APPROVAL OF PLANTS, PLANTING LOCATIONS AND TECHNIQUES; (4) COMPLIANCE ACCEPTANCE; AND (5) FINAL INSPECTION. PRIOR NOTICE OF 48 HOURS TO THE BIOLOGIST FOR THE ABOVE ACTIVITIES IS REQUIRED. PLANT SUBSTITUTIONS MAY BE PERMITTED BASED ON PLANT AVAILABILITY, BUT ONLY WITH THE APPROVAL OF THE BIOLOGIST/INSPECTOR. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR FROM THE DATE OF PLANTING. ANY PLANTED MATERIAL (WOODY OR HERBACEOUS) OTHER THAN SPECIFIED OR NOT IN VIGOROUS CONDITION WITHIN A PERIOD OF ONE YEAR FROM ACCEPTANCE OF THE WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. AN 85% MINIMUM SURVIVAL RATE IS EXPECTED AFTER THREE YEARS. THE CONTRACTOR SHALL FURNISH CERTIFICATES OF INSPECTION AND COMPLIANCE TO BIOLOGIST/INSPECTOR AS REQUIRED BY FEDERAL AND STATE LAWS AND REGULATIONS FOR PLANTS AND FERTILIZERS. 1.4 SITE CONDITIONS/ DAMAGE/ CLEANUP THE BIOLOGIST SHALL BE NOTIFIED IMMEDIATELY IF SITE CONDITIONS DIFFER FROM THOSE SHOWN. CARE SHALL BE TAKEN TO PROTECT THE EXISTING WETLAND DURING CONSTRUCTION ACTIVITIES. THE MITIGATION PLANTING AREAS SHALL BE CLEARLY MARKED BY CONTRACTOR AND APPROVED BY THE BIOLOGIST PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES. ANY ITEMS NOT PART OF THIS CONTRACT, SUCH AS EXISTING BUILDINGS EQUIPMENT uNDERGRoUNtrutrufiEs, wALKs, ANDtoR ROADs DAMAGED BY THE coNTRAcToR sHALt:. BE REPLACED AND/OR REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A MANNER SATISFACTORY TO THE BIOLOGIST BEFORE FINAL PAYMENT WILL BE MADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING PLANTED AREAS FREE OF DEBRIS. UPON COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL, EQUIPMENT, AND DEBRIS FROM THE SITES. ALL PLANTED AREAS SHALL BE RAKE-CLEAN. 1.5 MAINTENANCE A MAINTENANCE PROGRAM BY CONTRACTOR SHALL INCLUDE WEEDING, SUPPLEMENTAL WATERING, AND OTHER ITEMS NECESSARY TO MAINTAIN PLANTED AREAS IN A HEAL THY CONDITION AND CONTINUE FOR THE DURATION OF THE 3-YEAR LONG TERM MONITORING PERIOD. WEEDING SHALL BE PERFORMED ONCE PER MONTH BETWEEN MARCH 15 AND OCTOBER 15, AND SHALL ONLY OCCUR IN CLEARED AND MULCHED AREAS MAINTAINED AROUND EACH WOODY PLANT AND REMOVAL OF EXOTIC SPECIES SUCH AS BLACKBERRIES, scars BROOM, REED CANARYGRASS, OR OTHERS AS DETERMINED FROM THE MITIGATION AREAS. SUPPLEMENTAL WATER FOR SHRUB PLANTINGS IN THE MITIGATION AREAS SHALL BE PROVIDED DURING THE DRIER SUMMER MONTHS (APPROXIMATELY JUNE 1 THROUGH OCTOBER 30) AS NECESSARY TO ENSURE SURVIVAL OF PLANT MATERIAL FOR THE FIRST YEAR AFTER INSTALLATION. WATERING SHALL BE CONDUCTED BY A TEMPORARY IRRIGATION SYSTEM ' WATER TRUCK, OR HAND WATERING SUBJECT TO APPROVAL BY THE PROJECT BIOLOGIST OR LANDSCAPE ARCHITECT. ALL WATERING SHALL SOAK ENTIRE ROOT ZONE WITHOUT CAUSING SOIL EROSION. ANY EROSION SHALL BE RECTIFIED IMMEDIATELY. THE MINIMUM WATERING REQUIREMENTS DURING THIS PERIOD SHOULD BE APPROXIMATELY 1 INCH OF WATER PER WEEK, OR 1 TO 3 GALLONS PER WEEK FOR EACH SMALL SHRUB (1 GAL. CONTAINER) AND 3 TO 5 GALLONS PER WEEK FOR EACH TREE AND LARGE SHRUB (2-5 GAL CONTAINER}. THESE MINIMUM REQUIREMENTS ARE GUIDELINES THAT MAY VARY DEPENDING ON PLANT LOCATION ' EXPOSURE, SOIL CONDITION, WEATHER CONDITIONS, AND PRESENCE OF EXISTING VEGETATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SUPPLEMENTAL WATER TO GUARANTEE PLANT GROWTH IN THE PLANTED AREAS DURING FIRST YEAR AFTER PLANTING, AS REQUIRED IN THE PERFORMANCE STANDARDS. NO SPRAYING OF HERBICIDES OR OTHER CHEMICALS, OR APPLICATION OF FERTILIZER (OTHER THAN NOTED ON THE PLAN), SHALL OCCUR ON SITE. NO PRUNING SHALL OCCUR UNLESS AUTHORIZED BY BIOLOGIST OR LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD SHALL COMMENCE FOLLOWING ACCEPTANCE OF PLANTING BY BIOLOGIST/INSPECTOR. 1.6 SCHEDULE ALL EARTHWORK SHALL OCCUR BETWEEN JULY 15 AND SEPTEMBER 30 UNLESS OTHERWISE APPROVED BY THE PROJECT BIOLOGIST. ALL SUCH WORK IN SATURATED SOILS AT ANY TIME OF THE YEAR OR DURING INCLEMENT WEATHER SHALL BE APPROVED BY THE BIOLOGIST PRIOR TO EXECUTION, AND MAY REQUIRE USE OF TECHNIQUES AND EQUIPMENT DESIGNED TO MINIMIZE IMPACTS TO SATURATED SOILS OR ADJACENT AREAS OF STANDING WATER. PLANTING OF WOODY MATERIAL SHALL OCCUR BETWEEN OCTOBER 1 AND MARCH 1 TO TAKE ADVANTAGE OF SEASONAL RAINS AND GREATER AVAILABILITY OF PLANT MATERIAL. PLANTING DURING ABNORMALLY HOT, DRY, OR FREEZING WEATHER, OR AT TIMES OTHER THAN AS NOTED, SHALL BE AUTHORIZED BY BIOLOGIST AND MAY REQUIRE PLANT SUBSTITUTIONS AND SUPPLEMENTAL IRRIGATION. SPOT SEEDING SHALL OCCUR IMMEDIATELY FOLLOWING EARTHWORK. IF SEEDING OCCURS BETWEEN OCTOBER 1 AND MARCH 31, STRAW MULCHING 1.7 EXISTING VEGETATION ALL EXISTING VEGETATION OUTSIDE LIMITS OF PLANTING SHALL BE PROTECTED UNLESS SPECIFIED. ANY EXISTING VEGETATION DAMAGED BY CONTRACTOR SHALL BE REPLACED WITH PLANTS OF EQUAL OR BETTER SIZE AND CONDITION AT CONTRACTOR'S EXPENSE. 2.0 PRODUCTS 2.1 TOPSOIL UTILIZE ON-SITE SALVAGED TOPSOIL AS APPROVED BY THE PROJECT BIOLOGIST OR LANDSCAPE ARCHITECT. IF UNAVAILABLE OR OF INSUFFICIENT QUANTITIES, APPROVED IMPORTED TOPSOIL SHALL BE USED. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE SOIL CHARACTERISTIC OF PRODUCTIVE SOIL IN THE VICINITY, FREE OF STONES, CLAY LUMPS, ROOTS, AND OTHER FOREIGN MATTER. CONTRACTOR TO SUBMIT 0.25 CUBIC FOOT BAG OF IMPORTED TOPSOIL TO PROJECT BIOLOGIST OR LANDSCAPE ARCHITECT FOR APPROVAL. TOPSOIL APPROVAL MUST BE GRANTED BEFORE ON-SITE DELIVERY. 2.2 SOIL AMENDMENT A WELL-DECOMPOSED, HUMUS-LIKE MATERIAL DERIVED FROM THE DECOMPOSITION OF GRASS CLIPPINGS, LEAVES, BRANCHES, WOOD, AND OTHER ORGANIC MATERIALS. COMPOST SHALL BE PRODUCED AT A PERMITTED SOLID WASTE COMPOSTING FACILITY (HEALTH PERMIT, DOE STORMWATER PERMIT, PSAPCA FACILITY, AND EQUIPMENT REGISTRATION}. PROJECT BIOLOGIST OR LANDSCAPE ARCHITECT WILL DETERMINE IF SOIL AMENDMENT IS NECESSARY ONCE THE EARTHWORK AS BEGUN. 2.3 PLANT MATERIALS NO PLANT MATERIAL MAY BE TRANSPLANTED FROM OTHER PROTECTED WETLANDS UNLESS APPROVED BY THE BIOLOGIST OR LANDSCAPE ARCHITECT. ALL PLANT MATERIAL SHALL BE LOCALLY GROWN AND BE OF ACCEPTED SIZE STANDARDS AS SPECIFIED IN "AMERICAN STANDARD FOR NURSERY STOCK -2004' PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1-2004V). ROOTED PLANTS SHALL BE FIRST QUALITY, WELL-FOLIATED, WITH WELL-DEVELOPED ROOT SYSTEMS, AND NORMAL WELL-SHAPED TRUNKS, LIMBS, STEMS, AND HEADS. THE BIOLOGIST/INSPECTOR SHALL INSPECT FOR QUALITY CONFORMANCE. ALL ROOTED PLANT MATERIAL SHALL BE LABELED BY GENUS, SPECIES AND VARIETY. PLANTS DEEMED UNSUITABLE SHALL BE REJECTED BEFORE OR AFTER DELIVERY. ALL PLANT MATERIAL SHALL BE FREE FROM DAMAGE, DISEASE, INSECTS, INSECT EGGS AND LARVAE. 2.4MULCH MULCH AROUND INDIVIDUAL WOODY PLANTINGS SHALL CONSIST OF GROUND FIR OR HEMLOCK BARK OF UNIFORM COLOR, FREE FROM WEED, SEEDS, SAWDUST, AND SPLINTERS AND SHALL NOT CONTAIN SAL TS, OR OTHER COMPONENTS DETRIMENTAL TO PLANT LIFE. SIZE RANGE OF MULCH SHALL BE FROM 1/2' TO 1-1/4" WITH MAXIMUM OF 20% PASSING A 1/2" SCREEN. 3.0 EXECUTION 3.1 CLEARING AND GRADING WALK MITIGATION SITE WITH THE PROJECT BIOLOGIST OR LANDSCAPE ARCHITECT TO IDENTIFY LIMITS OF CLEARING. CLEAR AND GRADE DESIGNATED AREAS FOLLOWING SILT FENCE PLACEMENT. GRADE SITE AS SPECIFIED IN ENGINEERING PLANS FOR SEWER LINE, WITH THE TOP 12 INCHES (MINIMUM) OF BACK FILL OR FILL FOR PIPE COVER TO CONSIST OF TOPSOIL SUITABLE FOR PLANTINGS, AND TRACK COMPACT. 3.2 PLANT INSTALLATION PLANTING SHALL OCCUR ACCORDING TO PREVIOUSLY DEFINED SCHEDULE. PLANTS SHALL BE INSTALLED IN COMPLIANCE WITH DETAILS IN THE PLANS. DIG PITS FOR TREES, SHRUBS, AND GROUNDCOVER 2 TIMES AS WIDE AND 1.5 TIMES AS DEEP AS THE DIMENSIONS OF THE CONTAINER OR NATURAL ROOT SPREAD, AND CONSISTENT WITH GOOD HORTICULTURAL PRACTICE. SEE DETAIL 1, SHEET BR-2. IF CONTAINER STOCK APPEARS TO BE ROOTBOUND SLASH ROOTS VERTICALLY WITH A SHARP KNIFE ALONG OUTSIDE OF BALL IN THREE (3) PLACES MINIMUM BEFORE PLANTING. SOAK DRIED ROOTBALLS IMMEDIATELY AFTER PLANTING. CLEANLY PRUNE BROKEN ROOTS ONE-HALF INCH OR GREATER IN DIAMETER. BACKFILL SHALL CONSIST OF 50/50 TOPSOIUSUBSOIL MIX. PLANTS SHALL BE INSTALLED SO FINISH GRADE IS LEVEL WITH TOP OF ROOT BALL AND IS AT THE SAME ELEVATION WITH RESPECT TO GRADE AS THE PLANT WAS GROWN IN NURSERY. PLANTS SHALL BE BACKFILLED AND WATER-SETTLED IF SOIL IS DRY. NO COMPACTION OF BACKFILL IS TO OCCUR AROUND PLANT. ALL PLANTS SHALL BE WATERED THOROUGHLY AT TIME OF INSTALLATION. PLANTING LOCATIONS INDICATED ON THE PLAN ARE BASED ON ANTICIPATED SITE CONDITIONS. NO TREE OR SHRUB SPECIES SHALL BE PLANTED IN STANDING WATER. 3.3 MULCHING IMMEDIATELY AFTER COMPLETION OF ALL PLANTING, MULCH SHALL BE PLACED AROUND WOODY PLANTINGS THROUGHOUT PLANTING AREA TO A MINIMUM DEPTH OF 2 INCHES. 4.0 AS-BUILT DRAWINGS FOLLOWING COMPLETION, AND APPROVAL OF PLANTINGS BY THE BIOLOGIST, CONTRACTOR SHALL PROVIDE AS-BUil T DRAWINGS TO THE BIOLOGIST. DRAWINGS ARE TO COMPLY WITH REQUIREMENTS FOR SUBMISSION OF AS-BUILT DRAWINGS IN ACCORDANCE WITH SNOHOMISH COUNTY RECORD CONSTRUCTION DOCUMENT PACKAGE AND SHALL ADEQUATELY DESCRIBE THE CHANGES WITH NOTES, SYMBOLS, AND DIMENSIONS. BIOLOGIST WILL SUBMIT AS-BUil T DRAWINGS TO SNOHOMISH COUNTY. THE CITY OF RENTON INSPECTOR MAY VISIT THE SITE TO REVIEW PLANTINGS, GRADES, AND HABITAT FEATURES. 5.0 PROJECT ACCEPTANCE AFTER COMPLETION OF THE MONITORING PERIOD, CITY OF RENTON SHALL PROVIDE WRITTEN ACCEPTANCE AND APPROVAL OF THE MITIGATION SITE PROVIDED THAT THE PERFORMANCE STANDARDS HAVE BEEN MET AS DOCUMENTED BY MONITORING. 6.0 PLANT ACCEPTANCE AND GUARANTEE PERIOD FOLLOWING COMPLETION OF PLANTING, BUT PRIOR TO FINAL APPROVAL BY THE BIOLOGIST, A PROVISIONAL PRE-WARRANTY ACCEPTANCE OF THE PLANTS WILL BE GRANTED. FROM THIS DATE FORWARD, FOR A PERIOD OF ONE YEAR, THE LANDSCAPE PLANTING WARRANTY SHALL BE IN EFFECT. A 100% SURVIVORSHIP OF NEWLY INSTALLED PLANT MATERIAL IS REQUIRED UNDER THIS GUARANTEE. IF MORTALITY EXISTS DURING THIS PERIOD, THE BIOLOGIST OR LANDSCAPE ARCHITECT WILL SPECIFY WHICH PLANTS WILL BE REPLACED TO ACHIEVE 100% SURVIVAL RATE. SPECIFIED PLANTS SHALL BE REPLACED WITH PLANTS OF SPECIES, SIZES, AND CONDITIONS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BY BIOLOGIST IN WRITING. ALL MAINTENANCE OF PLANTED AREAS DURING THE GUARANTEE PERIOD SHALL BE BY THE CONTRACTOR AND SHALL INCLUDE ITEMS AS INDICATED TO FULLY ESTABLISH ALL PLANTED AREAS TO A HEAL THY, VIGOROUS STATE. .- THREE YEARS AFTER THE END OF THE GUARANTEE PERIOD, A FINAL INSPECTION OF THE WORK WILL BE COMPLETED BY THE PROJECT BIOLOGIST OR LANDSCAPE ARCHITECT. PLANTS INSTALLED UNDER THIS CONTRACT THAT ARE DEAD OR IN OTHERWISE UNSATISFACTORY CONDITIONS AND BELOW THE 85% SURVIVAL RATE SHALL BE REMOVED FROM THE SITE AND REPLACED AS DIRECTED BY THE BIOLOGIST. UPON COMPLETION OF THESE REQUIREMENTS, FINAL PLANT ACCEPTANCE WILL BE CERTIFIED IN WRITING BY BIOLOGIST OR LANDSCAPE ARCHITECT. 7.0 MONITORING PROGRAM BECAUSE OF THE VARIABLE SUCCESS OF MITIGATION PROJECTS IN THE PACIFIC NORTHWEST, THIS PLAN INCLUDES A SYSTEMATIC MONITORING PROGRAM OF THE RESTORED BUFFER AREAS TO EVALUATE THE SUCCESS OF THE EFFORT. THE RESULTS OF THE MONITORING WILL BE USED TO DEVELOP ANY NEEDED MODIFICATIONS AND/OR ALTERATIONS OF THE SITE IN SUBSEQUENT YEARS. THE PURPOSES OF THE MONITORING PROGRAM ARE: (1) TO DOCUMENT PHYSICAL AND BIOLOGICAL CHARACTERISTICS OF THE RESTORED BUFFER, AND (2) TO ENSURE THAT THE GOALS AND OBJECTIVES COMPLY WITH PERMIT SPECIFICATIONS (JOSSELYN ET AL. 1990; WASHINGTON STATE DEPARTMENT OF ECOLOGY 2002). THE MONITORING PROCESS WOULD CONSIST OF THREE DISTINCT PHASES: (1) INSTALLATION MONITORING; (2) COMPLIANCE MONITORING; AND (3) LONG-TERM MONITORING. THE "TIME-ZERO' OR BASELINE COMPOSITION, STRUCTURE, AND COVER ABUNDANCE WOULD BE DOCUMENTED DURING THE COMPLIANCE MONITORING PHASE. THE LONG-TERM MONITORING PROGRAM WOULD DOCUMENT THE SURVIVAL OF PLANTED VEGETATION AND RATES OF COLONIZATION BY OTHER PLANTS {I.E., IN PLANTED AREAS) OVER A THREE-YEAR PERIOD AFTER RESTORATION ACTIVITIES HAD BEEN COMPLETED. THE FOLLOWING SECTIONS DESCRIBE THE ELEMENTS OF AN EFFECTIVE MONITORING PROGRAM. 7.1 INSTALLATION MONITORING COORDINATION AND COMMUNICATION BEWTEEN APPROPRIATE PARTIES BEFORE AND DURING CONSTRUCTION A_ND PLANT INSTALLATION RESULTS IN A MORE SUCCESSFUL RESTORATION PROJECT. COORDINATION MEETINGS WOULD INCLUDE THE BIOLOGIST, LANDSCAPE ARCHITECT, PROJECT ENGINEERS, CITY OF RENTON REPRESENTATIVES, AND CONTRACTORS. WE RECOMMEND A PRE-CONSTRUCTION MEETING OF THE PERSONNEL RESPONSIBLE FOR THE DESIGN AND THOSE RESPONSIBLE FOR IMPLEMENTATION OF THE BUFFER PLANTINGS. THE PURPOSE OF THE MEETING WOULD BE TO REVIEW THE INTENT OF THE MITIGATION PLAN ESTABLISH A PATHWAY OF COMMUNICATION DURING CONSTRUCTION, AGREE UPON THE0 CONSTRUCTION SEQUENCE AND ADDRESS AND RESOLVE ANY QUESTIONS. THE LANDSCAPE ARCHITECT OR PROJECT BIOLOGIST SHOULD BE PRESENT ON-SITE DURING THE VARIOUS STAGES OF MITIGATION. THEIR DUTIES WOULD BE TO: (1) INSPECT THE PLANT MATERIALS AND RECOMMEND THEIR FINAL PLACEMENT BEFORE PLANTING; (2) DETERMINE THE CORRECT TYPE AND APPLICATION RATE OF AMENDMENTS TO THE SOIL, IF NEEDED; (3) MAKE ADJUSTMENTS IN PLANTING PLANS, AS NEEDED, IN RESPONSE TO FIELD CONDITIONS; (4) ENSURE THAT CON_STRUCTION ACTIVITIES ARE CONDUCTED PER THE APPROVED PLAN; AND (5) RESOLVE PROBLEMS THAT ARISE DURING IMPLEMENTATION, THUS LESSENING PROBLEMS THAT MIGHT OCCUR LATER DURING THE LONG-TERM MONITORING PHASE. 7.2 COMPLIANCE MONITORING COMPLIANCE MONITORING CONSISTS OF EVALUATING THE WETLAND IMMEDIATELY AFTER MITIGATION IS COMPLETED. THE OBJECTIVES WOULD BE TO CERTIFY THAT ALL DESIGN FEATURES, AS AGREED TO IN THE PLANTING PLAN, HAVE BEEN CORRECTLY AND FULLY IMPLEMENTED, AND THAT ANY CHANGES MADE IN THE FIELD ARE CONSISTENT WITH THE INTENT OF THE DESIGN. EVALUATION OF THE PLANTING AREAS AFTER IMPLEMENTATION WOULD BE DONE BY THE LANDSCAPE ARCHITECT AND PROJECT BIOLOGIST USING EVALUATION STANDARDS AND CRITERIA DISCUSSED IN SECTION 6.0. THE COMPLIANCE MONITORING PHASE WOULD CONCLUDE WITH THE PREPARATION OF A BRIEF COMPLIANCE REPORT FROM THE PROJECT BIOLOGIST. THE REPORT WOULD VERIFY THAT ALL DESIGN FEATURES HAVE BEEN CORRECTLY, FULLY, AND SUCCESSFULLY INCORPORATED. 7.3 LONG-TERM MONITORING LONG-TERM MO~!ITORING WOULD BEGIN ONLY AFTER ACCEPTANCE OF THE COMPLIANCE REPORT AND ACKNOWLEDGMENT THAT THE CONSTRUCTION IS COMPLETE BY THE CITY OF RENTON. LONG-TERM MONITORING WOULD BE CONDUCTED FOR A MINIMUM OF THREE GROWING SEASONS. MONITORING WOULD EVALUATE THE ESTABLISHMENT AND MAINTENANCE . OF THE Ple-)IIT COMMUNITIES IN THE BUFFER AREAS TO DETERMINE IF THE GOALS AND OBJECTIVES OF THE MITIGATION PLAN HAVE BEEN MET. AFTER PLANTING OF THE BUFFER AREAS IS COMPLETED, FIXED SAMPLING STATIONS WOULD BE ESTABLISHED DURING COMPLIANCE MONITORING WITHIN AREAS REPRESENTATIVE OF THE PLANT COMMUNITIES BEING SAMPLED. THE SAME POINTS WOULD BE MONITORED EACH MONITORING SESSION. THESE POINTS MAY BE LOCATED RANDOMLY OR ALONG SPECIFIC TRANSECTS, DEPENDING UPON SITE CONDITIONS. AT EACH POINT, FIXED-POINT PHOTOS WOULD BE TAKEN DURING EACH MONITORING VISIT TO PROVIDE PHYSICAL DOCUMENTATION OF THE CONDITION OF THE RESTORED AREAS. PHOTOGRAPHS WOULD BE TAKEN FROM ALL LOCATIONS ESTABLISHED DURING THE FIRST MONITORING SITE VISIT (COMPLIANCE) AND THEREAFTER EACH VISIT OF THE MONITORING PERIOD FROM THE ESTABLISHED LOCATION POINTS. AT EACH SAMPLE STATION, PLANT SPECIES WOULD BE IDENTIFIED AND AN ESTIMATE OF COVER AND ABUNDANCE MADE, BASED ON THE BRAUN-BLANQUET METHODS (MUELLER-DOMBOIS AND ELLENBERG 1974). PLANT IDENTIFICATIONS WOULD BE MADE ACCORDING TO STANDARD TAXONOMIC PROCEDURES AS DESCRIBED IN HITCHCOCK AND CRONQUIST (1976), WITH NOMENCLATURE UPDATED BY USDA NATURAL RESOURCES CONSERVATIOii SERVICE PLANT DATABASE (2010). THE PLANTINGS WOULD BE EXAMINED TO DOCUMENT THE SURVIVAL RATE OF SPECIES PLANTED; SIGNS OF STRESS, DAMAGE, OR DISEASE; AS WELL AS SIGNS OF VIGOR AND RA TES OF COLONIZATION BY DESIRABLE VOLUNTEER PLANTS. ALSO PRESENCE AND COVERAGE OF INVASIVE PLANTS WILL BE DOCUMENTED. 7.4 MONITORING AND REPORTING SCHEDULE MONITORING WOULD BE CONDUCTED ANNUALLY DURING THE THREE-YEAR PERIOD. MONITORING REPORTS WOULD BE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON AT THE END OF EACH YEAR. THE MONITORING REPORT WOULD DOCUMENT THE CHANGES OCCURRING WITHIN THE RESTORATION AREA AND MAKE RECOMMENDATIONS FOR IMPROVING THE DEGREE OF SUCCESS OR CORRECTING ANY PROBLEMS NOTED DURING MONITORING. MONITORING REPORTS WOULD DOCUMENT HOW THE MITIGATION IS PROGRESSING TOWARD MEETING THE GOALS, OBJECTIVES AND PERFORMANCE STANDARDS OF THE PLAN. 8.0 PERFORMANCE STANDARDS THE OVERALL EVALUATION CRITERIA FOR THE BUFFER RESTORATION AREA WOULD BE ESTABLISHMENT OF DESIRABLE PLANT COMMUNITIES. YEAR ONE:·EYIDENCE THAT THE DESIRED PLANT COMMUNITIES ARE DEVELOPING WITH 100% SURV!VALOF THE PLANTED SHRUB SPECIES. AT THE END OF THE FIRST GROWING SEASON AFTER INSTALLATION IS COMPLETE, THE PLANTINGS SHOULD DEMONSTRATE GOOD HEAL TH AND VIGOR, AND PLANT COVERAGE IN ALL AREAS SHOULD BE SUFFICIENT TO CONTROL EROSION. ANY PLANT MATERIAL THAT HAS NOT SURVIVED THE FIRST YEAR BECAUSE OF TRANSPLANT SHOCK SHOULD BE NOTED AND REPLACED AT THIS TIME. IF PLANT MORTALITY IS A RESULT OF SITE CONDITIONS APPROPRIATE MEASURES SHOULD BE TAKEN TO ENSURE PLANT SURVIVAL. , YEARS TWO AND THREE: EVIDENCE THAT THE DESIRED PLANT COMMUNITIES CONTINUE TO DEVELOP AND EVIDENCE OF REPRODUCTION OR NEW SPROUTING BY THE PLANTINGS WITH AT LEAST 85% SURVIVAL OF THE PLANTINGS. SPECIFIC PERFORMANCE STANDARDS TO BE USED IN THE LONG-TERM MONITORING ARE THE FOLLOWING: • 100% SURVIVAL OF ALL PLANTED SHRUBS IN THE BUFFER FOR ONE YEAR AFTER PLANTING AND AT LEAST 85% SURVIVAL AFTER THREE YEARS. • ALLOW ESTABLISHMENT OF NOT MORE THAN 10% COVER OF NON-NATIVE INVASIVE PLANT SPECIES THE BUFFER PLANTING AREAS AT ANY POINT WITHIN THE MONITORING PERIOD. 9.0 CONTINGENCY PLAN CONTINGENCY PLANS ARE NEEDED IF MONITORING SHOWS THAT OBJECTIVES AND PERFORMACE STANDARDS HAVE NOT BEEN MET. IT SHOULD BE NOTED, HOWEVER, THAT IT IS NOT POSSIBLE TO DEVELOP A DETAILED CONTINGENCY PLAN UNTIL THE SPECIFIC PROBLEMS THAT NEED TO BE ADDRESSED ARE KNOWN. COMMON PROBLEMS, BOTH HUMAN AND NATURAL, THAT MIGHT ARISE CAN BE IDENTIFIED AND GENERAL RECOMMENDATIONS FOR REMEDY PROPOSED. FOR EXAMPLE, PLANTS INSTALLED WITHIN THE RESTORED BUFFER MAY NOT BE SURVIVING AT ACCEPTABLE LEVELS. IT MAY BE NECESSARY TO REPLANT WITH NEW OR DIFFERENT STOCK, OR AUGMENT THE SOIL RECOMMENDATIONS FOR IDENTIFIED PROBLEMS SHOULD BE MADE BY THE PROJECT BIOLOGIST IN CONSULTATION WITH THE PROJECT MANGERS AND CIVIL ENGINERS. WITH EARL y IDENTIFICATION, PLANT REPLACEMENT OR OTHER MAINTENANCE CAN BE ACCOMPLISHED PRIOR TO THE FOLLOW-UP MONITORING SITE VISIT, AND DEVELOPMENT OF THE RESTORATION SITE CAN BE BETTER ASSURED. , . I f I . City of Renton Planning Division MAY 1 9 Nt,J .. ~?(}0r:}13 -~~h '9,~~ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DUANE DIETZ ===!JD) #\\'-=========== I 'V ~ CERTIFICATE NO. 649 RAEDEKE ASSOCIATES, INC. ~ r0U C: 0 :;:; a. ·c: " Cl) Cl} 0 >, [O Cl} ~ 0 0 ... > Cl} a:: .... 0 0 0 I 0 <X) I') "' 0 I ,.: co 0 ~ 0 >, "' 0 "" :::; ,-', ;; 0 L "- ~ 0 0 Cl) w l-o z C) z -0::: 0 I--z 0 ~ 0 z <( z 0 -I-- CJ :::) 0::: 1-- (/) z 0 CJ "O " ~ 0 z Cl) < ;; 0 " Ul () z -"' 0 -~oo U) ~oo 00 N w a, d, ~ ~ f;j . "' "o l3 N -m-() " .. CJ) ~ 0 L1. U) ] U) <( CJ) "E gJ w .., ~ CD "j> ~ w "' •N w z "' :: co 0 ,._o w "' £,! ~ 0 < 0 I i a:: 0 < !>. 0 [O !>. "O [O Cl} C: .2' C: ;, Cl) 0 " L 0 0 z ::S a.. z 0 g- ...J 1-- 0 < 0 I i a:: !>. [O "O " > a L a. a. < 5 ~ 1-0 z 0 I-0 ::> Cl) I- I:: WO::: ~ Cl) -z0:::I 8w~ 0 u.. :s: <( u.. -w::::>5 I-co I- C/) z Z I W ~ ~ 0:: lD 0::: ~ <( ~a.. 0:: >-w z ::S w 0 0 ~ L ~ :, m .... ~ -" Cl} " 0 " ~ Cl} [O <X) I') ... __ ..._ ____ ..... 'i' SHEET BR-3 co 0 ~ ~ 0 > ,:..: 5711 NORTHEAST 63RD ST. SEATILE, WA 98115 w SHALL BE REQUIRED IMMEDIATELY AFTER SEED APPLICATION. FAX, (206) 526-2880 ~ -------------------------------------------------==:=:=:=:=:=.JU3~o~t 3~~ (206) 525-8122 LUA-10-058-FP LN0-10-0483 DELANEY PARK VOL/PG NE 1/4, SEC. R. 5 E., W.M. 1 / 4, CITY SE OF RENTON, KING 10, T. 23 N., COUNTY, WASHINGTON OWNER'S DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE, UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC. FURTHER, THE UNDERSIGNED OWNERS OR THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY DAMAGE INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. UPON THE RECORDING OF THIS PLAT, TRACTS A, AND B ARE HEREBY GRANTED AND CONVEYED TO THE DELANEY PARK HOMEOWNERS ASSOCIATION (HOA) FOR NGPA, DRAINAGE, AND OPEN SPACE. OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF 18 MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAYE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE A TIENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. TH. IS PLAT IS SUBJECT TO THE. DECLARAT. ION OF COVENANTS, CONDITI0!-4~ .e:_ND RESTRICTIONS FOR DELANEY PARK RECORDED UNDER RECORDING NUMBER ~ QI \...d2..illt_o..l..L.!SlJ-------· THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. DECLARATION OF COVENANT THE OWNER(S) OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM . THIS SUBDIVISION,. BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE PLAT. ACKNOWLEDGMENTS DATED ___ ,;¥:¥)_} _______________ _ SIGNATURE OF ~. ~. ,..fl,AL.L .~ NOTARY PUBLIC -fL-1-~~~-- MY APPOINTMENT EXPIRE::; ----'lJL,r_/L.)... ___ _ CITY OF RENTON PUBUC WORKS DEPARTMENT · £1 rH EXAMINED AND. APPROVED THIS _...:2_ DAY OF f_e_B__f!,,JJA.A'/. 20_J.t_. -~-Mf-t--L jf!/_/fLe(/ft/~---. --- ADMINISTRATOR 7 . . CITY OF RENTON MAYOR EXAMINED r\ APP:OVED ~ DAY OF ____lli~·---· 20.lL. -----~---------------------MAYOR . CITY OF RENTON EXAMINED NJD APPROVED. THIS !i!!. DAY OF _':/:.L~"f-• 20Jl_. -~~--(y}~----. ---------CITY CLERK CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO· THE CITY TREASURER FOR . COLLECTION ON ANY PROPERTY ;-iEREIN CONTAINED DEDICAT. :E£_~o_R _ ~T~EETS, ALL. EYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS !l__f'!J_ DAY OF --B~-· 2o_lL. . KING COUNTY DEPARTMENT OF ASSESSMENTS EXAM;NED AN,D APPROVED THIS --1.iAL DAY OF ~-20J_!__. _L 1.-,-1~--~------!JttJ_ i~~_1!!_~ Kl~TY ASSESSOR · DE~-fNTY ASSESSOR ACCOUNT NUMBERS: 1 02305-9368-03 102305:-935Q:-Q3 102305-"'iJij~\ --'©'4 1()2305,,,;~Jf89-00 l·@~j§!jfitt:§~ ,.,~~·"'""'''\\·, , .. AS . .,.,., ,·.t:. U1:, ''\, • " • • 'T }r ,,, . F i C 1°,q •. 0,-0 ~ti . < •. ((\ ,A . ~ , . • >" ~ : ~ ~ ,, 0 f, • .;;> ifJ! ·~ o-.i! . '·· ·l < . •'%>,;, .• , J~ • s . . . .*. , "G I,.. EA\.. •• .,,,, ,·_t. P'J/4 o 111 ~ a,. i, ~-~ 1 HEREBY crnT1FY ALL PROPERTY TAxEs ARE PAID. THAT THERE ARE No DELINQuE~i-,~1/.tiJG\0 ....,,..;("'=- AssEssMENTs CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSE'~~~RTIFIED TO .TH· .. IS O .. FFIC.E FOR. COLLECTIO.N .ON ANY OF THE PROPERTY HEREIN r~. N~ INED DEDICATED AS. STREETS, A~. . S!'.~~'t/O·R·.· AN.· Y ,TtER PUBLIC USE, ARE PAID. IN FUL.L. THIS --L-(-"'fr}-----DAY OF -~--~-~O · .. · ·. . . ~°*~~~ ~~y~·- MANAGER, KING COLJNTY FINANCE DIVISION c....----iEPUTY LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY . THAT THIS PLAT OF DELANEY PARK, IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATIING REGULATIONS. C -------~---- . . -----------------------~--CHRISTOPHER SHANE BARNES, P.L.S. CERTIFICATE NO. 35145 MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOODINVILLE, WA 98072 PHONE: (425) 486-1252 5/·-, 'Ul:s===-i' CONFORMED COPY RECORDING Cl 20110211001137 CITY OF RENTON PLAT 128.00 PAGE-001 OF 005 RECORDING NO. __ _ 02/11/201115 :29 FILED FOR RECORD ~ DAY OF . 1 (:'"/ ,ED IN VOLUME_~ OF PLATS, PAGE(S) -0,-3-"-;;~--• RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS. MANAGER JOB NO. 06122 SHEET 1 OF 5 SUPERINTENDENT OF RECORDS Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 ( ·t ~ ! LUA-10-058-FP LND-10-0483 DELANEY PARK VOL/PG NE 1 / 4, CITY SE OF 1/4, SEC. 1 0, KING RENTON, LEGAL DESCRIPTION PARCEL A THE SOUTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 148TH AVENUE SOUTHEAST. PARCEL B THE NORTH 132 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 330.09 FEET; PARCEL C THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 102 FEET THEREOF. PARCEL D THE SOUTH 102 FEET OF THE NORTH 132 FEET OF THE WEST 110 FEET OF THE EAST 330 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON. PARCEL E THE NORTH 132 FEET OF THE WEST 95 FEET OF THE EAST 220 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; PARCEL F THE NORTH 132 FEET OF THE EAST 125 FEET OF THE SOUTH HALF OF. THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10,. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING WITHIN 148TH AVENUE SOUTHEAST. RESTRICTIONS OF RECORD 1 . 2. 3. 4. SUBJECT TO AN EASEMENT FOR UTILITY PURPOSES AND THE TERMS AND CONDITIO!lS THEREOF AS RECORDED UNDER RECORDING NUMBER 20100422000195. PLOTTED H[ REQ/\t -- SUBJECT TO A DECLARATION OF CONDITIONS AND RESTRICTIONS REGARDI/·:;; N:~!EXATIC!N TO A PUBLIC WATER DISTRICT AND FORMATION OF A LOCAL IMPROVEMENT DISTRICT A0t: THI" TERliS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 8405100995. l\1·cT PlOi iL[) 1, -,y '}N. . I SUBJECT TO DECLARATIO. N OF COVENANT, INCL. UDING T•. HE TERMS A. :m cp.NDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 8405230816. NOT PLOTTED HEREON! . I . SUBJECT TO CITY OF RENTON ORDINANCE NUMBER 4612 ESTABLl!:jHING AN. P.S;:,CS:,MLNT DISTRICT FOR SANITARY SEWER SERVICE AND THE TERMS AND CONDIT_IONS THERTOF AS RE,:,QRDEf) UNDER RECORDING NUMBER 9606210966. NOT PLOTTED HEREON. I CONDITIONS. COVENANTS, AND RESTRICTIONS 1. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM NILE AVENUE NE rnc,M THOSE LOTS WHICH ABUT IT. 2. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTill\il.; L (>' OWNERS. 3. THE TREES SHOWN TO BE RETAINED ON THE TREE RETENTION PLAN (SHEET C1.017 OF THE APPROVED PLAN SET ON FILE WITH THE CITY OF RENTON UNDER PLAN NO. LUA-1 0-G:::i, r-c·: SHALL BE MAINTAINED BY THE FUTURE OWNERS OF THE PROPOSED LOTS. 4. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORUING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 5. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN .OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 6. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. ADDRESSING BLOCK LOT # HOUSE# ROAD NAME 1 5640 NE 7TH PL. 2 5634 NE 7TH PL. 3 5628 NE 7TH PL. 4 5622 NE 7TH PL. 5 5616 NE 7TH PL. 6 5610 NE 7TH PL. 7 . 5604 NE 7TH PL. 8 55.32 NE 7TH PL. 9 5526 NE 7TH PL. 10 5520 NE 7TH PL. 1 1 5514 NE 7TH PL. . 12 5505 NE 7TH PL. 13 5502 NE 7TH PL. 14 755 LYONS AVE. NE 15 5501 NE 7TH PL. 16 5507. NE 7TH PL. 17 5513 NE 7TH PL. 18 5519 NE 7TH PL. 19 5525 NE 7TH PL. 20 5531 NE 7TH PL. 21 560.3 NE 7TH PL. 22 5609 NE 7TH PL. 23 5615 NE 7TH PL. 24 5621 NE 7TH PL. 25 5627 NE 7TH PL. 26 5633 NE 7TH PL. 27 5639 NE 7TH PL. N., R. 5 E., W.M. T. 23 COUNTY, WASHINGTON EASEMENT· PROVISIONS/NOTES: THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW: THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST. 1. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, KING COUNTY. WATER DISTRICT #90, PUGET SOUND ENERGY, QWEST, COMCAST, THE OWNERS OF ALL LOTS WITHIN THIS PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS "UTILITY EASEMENT", THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE T.V. SERVICE, SEWER, WATER AND DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL FOR OTHER PURPOSES, SHALL BE PLACED· UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. ALL PUBLIC WATER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF DELANEY PARK ARE HEREBY CONVEYED AND GRANTED TO KING COUNTY WATER DISTRICT NO. 90, FOR THE PURPOSE OF PROVIDING THIS PLAT AND OTHER PROPERTIES WITH WATER SERVICE. ALL WATER FACILITIES WITHIN SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE KING COUNTY WATER DISTRICT NO. 90. 3. ALL PUBLIC SEWER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF DELANEY PARK ARE HEREBY CONVEYED AND GRANTED TO THE CITY OF RENTON WATER AND SEWER UTILITIES FOR THE PURPOSE OF PROVIDING THIS PLAT AND OTHER PROPERTIES WITH SEWER SERVICE. ALL SEWER FACILITIES WITHIN SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF RENTON WATER AND SEWER UTILITIES. 4. A TEMPORARY TURNAROUND EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE PUBLIC AS SHOWN HEREON, SAID EASEMENT SHALL BE EXTINGUISHED UPON THE EXTENSION OF LYONS AVENUE NE AND THE ACCEPTANCE BY THE CITY OF RENTON. 5. AN ENTRANCE MONUMENT EASEMENT OVER LOT 1 AS SHOWN HEREON, IS HEREBY GRANTED AND CONVEYED TO THE DELANEY PARK HOMEOWNERS ASSOCIATION. MAINTENANCE OF THE ENTRANCE MONUMENT AND THE LANDSCAPING LYING WITHIN SAID EASEMENT SHALL BE THE RESPONSIBILITY OF THE DELANEY PARK HOMEOWNERS ASSOCIATION. 6. A LANDSCAPING EASEMENT OVER LOT 27 AS SHOWN HEREON, IS HEREBY GRANTED AND CONVEYED TO THE DELANEY PARK HOMEOWNERS ASSOCIATION. MAINTENANCE OF THE LANDSCAPING LYING WITHIN SAID EASEMENT SHALL BE THE RESPONSIBILITY OF ·1.HE DELANEY PARK HOMEOWNERS ASSOCIATION. ' RESTRICTIONS FOR CRITICAL AREA.TRACTS AND CRITICAL AREAS AND BUFFERS . . . I DEDICATION OF A CRITICAL AREA TRACT/CRITICAL AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT IC?iT!C:N l REA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION :·oi:; .'·:1 i'iJ,,, ,·,_;['" THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF ~ •Jf\; Aet_ WAT!:.R AND EROSION; MAINTENANCE OF SLOPE. STABILITY, AND PROTECTION OF PLANT AND ANIMA, HABITAT. l,'!f \Jd!CAL AREAS TRACT /CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE C WNEP" rtc:CUPIE.R'' OF THE LAND SUBJECT TO THE TRACT /CRITICAL AREA AND BUFFER THE OBLIGA T:JN, 'EN:-CG~;t-:,./6-:.. -~ '. Bf.Jo!,\LF OF THE PUBLIC BY C:TY OF RENTON; TO LEAVE UNDISTURBED ALL TREES AND. OTHrn ~~GETAT!ON, V.i!THii·i THE T_RACT/_c_ RITICAL AREA AND. BUffER. . THE VEGETATION WITHIN THE TRACT /CRITIC\1, .. ,El\ A~D BUFF!:R MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPR',' 1A~ IN W~ITING FROM THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT OR ITS SUCCESSOR _AGEN Y: UNLC'jS OTHEfWISE PROVIDED BY _LAW. THE COMMON BOUNDARY BETWEEN TH~ I n:Ac1 /c~JlicAL 1REA AND BUFFER AND THE. AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHER~ISE FLAGG;fiJ) TO THE SATISFACTION OF CITY OF RENTON PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR uli iER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL AREA TRACT /CRITICAL AREA AND BUrffR. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN· THE VICINITY OF THE CRITICAL AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE 15-FOOT BUILDING SETBACK LINE UNLESS OTHERWISE PROVIDED BY LAW. VICINITY MAP JOB NO. 06122 SHEET 2 OF 5 NOT TO SCALE Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 < 0 r ~ G) LUA-10-058-FP LND-10-0483 DELANEY PARK VOL/PG NE 1 /4, CITY SE OF 1/4, SEC. 10, T. 23 N., COUNTY, R. 5 E., W.M. RENTON, KING WASHINGTON KEY MAP AND TRACT A DETAIL II I L ~ ® 100-YEAR FLOOD PLAIN (TYP.) S LINE, N 132', S 1 /2, N 1 /2, PUBLIC SEWER EASEMENT. SEE EASEMENT PROVISIONS NOTE 3, SHEET 2. NE 1 / 4, SE l/ 4, SEC. 10-23-SE. c--••• ~ Scale 1" MERIDIAN 100' PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING. NUMBER 20051122000044. . EQUIPMENT. AND PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. REFERENCES 1. PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING NUMBER 20051122000044. 2. PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGES 68-74, UNDER RECORDING NUMBER 20020228001891. 3. BOUNDARY LINE AGREEMENT NUMBER L04L0055, AS RECORDED IN VOLUME 180 OF SURVEYS, AT PAGES 222-223, UNDER RECORDING NUMBER 20041223900001. 4. PLAT OF WEDGEWOOD LANE, DIVISIONS 1, 2, AND 3 AS RECORDED IN VOLUME 241 OF PLATS, AT PAGES 29-39, UNDER RECORDING NUMBER 20070530001097. MONUMENT LEGEND r.--, SE COR SEC 10-23-SE: FOUND 1-1 /2" BRASS 0J SURFACE MON. W/ PUNCH. HELD FOR POSITION. CITY ® @ ® ® @) OF RENTON CONTROL MONUMENT NO. 1852. (3/27 /06) . N 1 80904.0837 E 1316622.3832 S 1 / 4 COR SEC 1 0-23-SE: FOUND 3" BRASS SURFACE MONUMENT W/ .PUNCH STAMPED "10/15". HELD FOR ROTATION. (3/27 /06) CITY OF RENTON CONTROL MONUMENT NO. 1851. NOT VISITED. N 180978.6275 E 1313999.6095 FND. 1/2" R/C "'TRIAD LS 18102, 22335, 33149 & 19546 0.2' S OF CALC'ED POS. ( 4/06) FND. 1/2" R/C "LS 41.299 CORE" 0.4' S AND 0.3' W OF CALC'ED POS. (4/06) FND. 1/2" R/C "LS 13374" 0.2' SAND 0.3' W OF CALC'ED POS. ( 4/06) FND. 1 /2" R/C "LS 41299 CORE" 0.3' SOUTH OF PROP. LINE. (4/06) FND. 1/2" REBAR & CAP "LS 41299 CORE" 0.2' SOUTH OF PROP. LINE. ( 4/06) LEGEND • SET 1 /2" X 24" REBAR WITH . 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145" . . . TAG TABLE TAG # LENGTH DIRECTION/DELTA cs 69.59 081'47'18" C6 74.95 .• 088'32'19" L2 52.88 N 55"24'48" E L4 41.12 . N 01'38'44" E . L5 21.55 N 87'50' 44" W L6 28.86 N 06"03'26" W L7 54.31 _ N 03"06'25" E LB . 31.64 N 88'21 '16" W L9 82.94 N 01'39'51" E . L 10 11.89 N 07'57'49" W CURB PLUG TABLE LOT LINE DIST. TO COR. 1/2 6.38 2/3 6.27 3/4 6.37 4/5 6.37 5/6 6.31 6/7 6.31 7/8 6.31 . 8/9 6.26 9/10 6.25 10/11 6.24 11/12 6.15 12/13 6.15 14/TR. B 6.86 TR. B/15 15/16 6.18 16/17 6.27 17/18 6.34 18/19 . 6.28 19/20 6.09 20/21 6.35 21/22 6.41 22/23 6.32 23/24 6.45 24/25 6.37 25/26 6.41 26/27 6.35 RADIUS 48.75 48.50 I w ' . I'-Ol u, " co r--: 0 - 0 ~ zl I® ~ 15 JOB NO. 06122 SHEET 3 OF 5 SE 1 / 4 SECTION l0-23-5E DETAIL SCALE: l" = 500' N 88'20'01" W · 1_324.59' _N. 88'20'35" W 1322.94' 1321.28' 1~ 1324.59' 11 2649.19' =-1 .~--! ;~ ~i l'- 1 i <D + w 2645.87' 1322.94' 1321.28' ~I ro ~I w i--.. ~ N ,.,., I'-I'--,.,., 0 lz 0 10 11 N 88'21'09" W ( --. BASIS OF BEARINGS) 2642.56' j 1 - 15 ------vr __ .,-,.-ij.i---25{~-io o.R.) • ----,;-a"22 16 2623.8.J · __ _.,Ir N uu , g" 'i'/ @ s----.v (N g8"22 1 Mead Gilman & Assoc. Professional Land Surveyors 11 P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 < 0 r -;, G) VOL/PG DELANEY PARK LUA-10-058-FP LND-10-0483 NE 1 / 4, CITY SE OF 1/4, SEC. 1 (), T. 23 N., COUNTY, R. 5 E., W.M. I{) LL. 0 I{) 1 0 RENTON, KING LOT B ELA NO. L04L0055 WIRE FENCE ON PROP. LINE 1294.46' R3 w 9 • LO .LO Ol :,'1 z N 88"20'05" W 45.00' N 8 (!) LI) 5652 N S.F. 45.00' * w ' LO LO Ol :,'1 z 40.00' 40.00' w 7 6 N LO N <.O LO <D LI) 5024 S.F. Ol ,ri 5024 S.F. N :,'1 N -- z 40.00' 40.00' N 88'20'09" W * * 40.00' w w • 5 LO N LO N 'fl <D LO <D Ol ,..., LO 5024 S.F. Ol LI) N :,'1 N -- z z 40.00' * * WASHINGTON 1294.38' 40.00' 40.00' 40.00' w w 4 :.0 3 2 N ' . LO LO (!) 'fl 5024 S.F. Ol ll) (!) 5024 S.F. Ol ,ri ,..., N :,'1 5024 S.F. N --- z z L 40.00' * l[) N 1 o' UTILITY EASEMENT PER-· REC. NO. 20100422000195. N £ 7TH PL N 88°20'09" W ---~ 559.65' t:i$-4-- LLJ :x: en LLJ LLJ en 1 N 88"20'09" W 41.33' 41.33' w w 8 1 g 20 0 . ' 21 -0 .LO q -'fl 0 0) -5000 S.F. 0) ,..., N 5000 ,..., N --- z z 105 106 Scale 1" 30' MERIDIAN PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING NUMBER 20051122000044. EQUIPMENT AND PROCEDURES A 5". ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. REFERENCES 1. PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING NUMBER 20051122000044. 2. PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGES 68-74, UNDER RECORDING NUMBER 20020228001891. 3. BOUNDARY LINE AGREEMENT NUMBER L04L0055, AS RECORDED IN VOLUME 180 OF SURVEYS, AT PAGES 222-223, UNDER RECORDING NUMBER 20041223900001. 4. PLAT OF WEDGEWOOD LANE, DIVISIONS 1, 2, AND 3 AS RECORDED IN VOLUME 241 OF PLATS, AT PAGES 29-39, UNDER RECORDING NUMBER 20070530001097. S.F. w ' -'fl a, :,'1 - z 0 q N - .LO N 41.33' 22 5000 S.F. w ' 0 -LO 0 a, -,..., N - z 1 O' UTILITY EASEMENT PER REC. NO. 20100422000195. ii< 41.3J' 41.33' r- ---"-~-· w 23 24 ' CJ -LO 0 5000 S.F. 0) 5000 S.F. ,..., N z 40.10' 0 40.10' w 25 ' 0 'fl q a, -4851 S.F. :,'1 N -- z 118 S'HAMROCK HEIGHTS I VOL. 231, PCS. 43-52 NOTES ALL FRONT CORNERS ARE MARKED WITH A TACK AND LS WASHER STAMPED "35145" IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE ON SHEET 3 FOR DISTANCES FROM CURB PLUG TO FRONT PROPERTY CORNER. LEGEND • s 0 CABSBL SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145" SET 4" x 4" CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X'' STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) 1 O' UTILITIES EASEMENT, SEE EASEMENT PROVISIONS, SHEET 2. CRITICAL AREAS BUILDING SETBACK LINE JOB NO. 06122 SHEET 4 OF 5 w LO LO Ol ,..., z FND. 3/8" R/C "LS 13374" 0.1' N OF CALC'ED POS. (4/06) 49.03'. 1 . (!) LI) 6182 S.F. N 24.39' ENTRANCE MONUMENT EASEMENT. SEE NOTE 5, SHEET 2. LANDSCAPING EASEMENT. SEE NOTE 6, SHEET 2. ¥ 0.73' I 0 0 o:i Ol w I ' 27 0 LO 0 a, -5726 S.F. I ,..., N -- z I I \ I 50.00' . I'- <D sf' a, TAG # C1 . C9 L 11 L12 L 13 L14 L15 L 1 6 ----. -----1 30.01 • I 0 I"-; <O O> N LLJ • "'*" !"; " ..,.. . b. z LENGTH 43.06 41.77 10.00 23.27 9.98 10.00 24.50 9.99 TAG TABLE DIRECTION/DELTA 091 ·22' 17" 088"J7'43" N 89°41'18" W N 45·17'34" E N 01"39'51" E N 01·37'41" E N 44·42'57" W N 89"42'26" W RADIUS 27.00 27.00 Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 LUA-10-058-FP LND-10-0483 La.J La.J U) \ L I I st --' -LB --' ~, ~I u -I ~L_ --~-,------/ 111 . 98' / / / DELANEY PARK NE 1 / 4, CITY SE OF 1 / 4, SEC. 1 0, KING N., R. 5 E., W.M. T. 23 COUNTY, RENTON, TEMPORARY TURNAROUND--~ EASEMENT. SEE EASEMENT PROVISIONS NOTE 4, SHEET 2. N 88°20'05" W 25' 0 0 ~\ \ ~ ""( 25' C'i <D LO m w ' ~I V) j ~ ] ~/ : ~ I I I I I 0'. // /1 ! / // \. --.J / "" f--15' PUBLIC SEWER EASEMENT. / SEE EASEMENT PROVISIONS I / / MOTE 3, SHEET 2. w _1294.46' 50.00' I I I I I 13 6088 S.F. I I l WASHINGTON R3)~ L WIRE FENCE ON PROP. LINE 40.00' 40.00' 40.00' w w ' 1 2 LO "' LO "' .LO (D .ID m LI) co re) 5024 SF Ol LO C'i ;> C'i ---z z 0 1 O' UTILITY EASEMENT PER REC. NO. 20100422000195. i,c 1 5024 N 88'20'09" W 42.50' 0 45.75' T-T 0 w 1 ' 1 ID "' ID <D S.F. er, LI) re) 5024 C'i z 559.65' 51.74' 3.26~-· ---f--_--_ I I 15· L 0 S.F. 15 5275 S.F. w TRACT B w (RECREATION AND DRAINAGE) 21287 S.F. z 1 6 5142 S.F. I ;18 6260 S.F. 17 5536 S.F. z z z I 50' WETLAND BUFFER 160.60' N 88"20'09" W 1 T L WIRE FENCE ON PROP. LINE 42.50' 42.50' 1294.02' (R1) 15' PUBLIC WATER EASEMENT. SEE EASEMENT PROVISIONS NOTE 2, SHEET 2. ELA 1294.38' 40.00' w w 9 LO "' ' LO LO (D ID m LI) 5024 S.F. m ;) C'i ;> --z z 40.00' * 41.33' w w 19 ' -!fl 5000 S.F. m ;) -z z SHAMROCK HEIGHTS I VOL. 231, PCS. 43-52 104 105 Scale 30' MERIDIAN PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING NUMBER 20051122000044. EQUIPMENT AND PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-1.30-090. -------.--.---REFERENGES--··-------- NOTES ALL FRONT CORNERS ARE MARKED WITH A TACK AND LS WASHER STAMPED "35145" IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE ON SHEET 3 FOR DISTANCES FROM CURB PLUG TO FRONT PROPERTY CORNER. LEGEND • s SET 1 /2" X 24" REBAR WITH 1 3/ 4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145" -- SET 4" _x 4" _ CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) . TAG # C4 C5 C6 C7 CB L1 L2 L3 L4 LS L6 L7 LS L9 . VOL/PG LOT B NO. L04L0055 8 "' <D LI) C'i I I I I I 7 I I I I I _l_ T I I I 0 20 21 q I C'i ~ I I I I 106 . . TAG TABLE . LENGTH DIRECTION/DELTA RADIUS 47.12 090"00'04" 30.00 69.59 081"47'18" 48.75 . 74.95 088"32'19" 48.50 84.33 060"23'41" 80.00 41.34 029"36'24" 80.00 47.68 N 07"59'41" W 52.88 N 55'24'48" E 40.88 N 88"20'05" W 41.12 N 01'38'44" E 21.55 N 87"50'44" W 28.86 N 06"03'26" W 54.31 N 03'06'25" E 31.64 N 88"21'16" W 82.94 N 01"39'51" E 1. PLAT OF SHAMROCK HEIGHTS 1, AS RECORDED IN VOL. 231 OF PLATS, PAGES 43-52, UNDER RECORDING NUMBER 20051122000044. 2. PLAT OF MORGAN PLACE AS RECORDED IN VOL. 205 OF PLATS, PAGES 68-74, UNDER RECORDING NUMBER 20020228001891. 0 1 O' UTILITIES EASEMENT, SEE EASEMENT PROVISIONS, SHEET 2. Mead Gilman & Assoc. 3. BOUNDARY LINE AGREEMENT NUMBER L04L0055, AS RECORDED IN VOLUME 180 OF SURVEYS, AT PAGES 222-223, UNDER RECORDING NUMBER 20041223900001. 4. PLAT OF WEDGEWOOD LANE, DIVISIONS 1, 2, AND 3 AS RECORDED IN VOLUME 241 OF PLATS, AT PAGES 29-39, UNDER RECORDING NUMBER 20070530001097. CABSBL CRITICAL AREAS BUILDING SETBACK LINE JOB NO. 06122 SHEET 5 OF 5 Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 .