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TRIAD ASSOCIATES --- 121121151hAve, N~ Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.trfadassoc.com ' ' " ' ' ' ' " l ) ' ' c, Land De,elopn_1e·111 ConstJltanis . . . 1;cr:rrrz I "'e-----------------g '-"-,,,, ~-i-,,...._,,...._., ~,, '"'-''-' GERRY BUCK, AICP PROJECT MANAGER NICK YINGER, PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: SCALE: HORIZ.: 1"=80' VEITT.:NA FINAL ENGINEERING STAMP NOT VAIJD UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. I / / / I I I /I I ' I I i I i I I I I i / j I I I I I I I f i ! I / I I I I I I ( I \ \ \ I \ I \ \ /' / /' . / / / / / / / \ \ \ ·, ·, '· ( ( \ \ \ \ / ( \ ... ... \ ' ·, ". ·,, \ ' I I I I I ·, ... \ ... \ / ~ I \ \ .) / f i I I I ! / ! I I I I I I _) / I I i I I I I I I I I ! I I I I I I I I I I I I I I I I / I / / I \ I I I I I I I I I \ I \ I \ I I I I \ I I I I I ! I I I I I I I ! I I I I I I I I I \ J \ I I I I I I I I I I I I I I ! 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I I I ) -- SE 120TH ST --- SCALE: 1" = 60' 0 t -1 I I I --- -t I + I t 30 60 J_I -,_ 120 .J --i I t-- 1 ~ I I I I I C 2008 TRIAD ASSOCIATES \.. TRIAD ASSOCIATES ~ 12112115thAve. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadasaoc.com ' ' , ' , I~ ' l ii" cl o eve Io p 111 ent Con s,u It ants l ~ ~~ 1-------------1 ~ g GERRY BUCK. AICP PROJECT MANAGER NICK YINGER, PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITIAL DATE: SCALE: HORJZ.: 1 "=60' VERT.:NA FINAL ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. /[ I I I I / I i ; I , I / I I I I I I I I i I I I I ! \ \ \ ,,/ I ! I I I I i / I J / ! I I I I I I I I {? I l I I I I I I I I I I I I I \ \ / / I I I I I I I I _; I I I I I I I \ f I ·, \ \ \ \ \ \ \ ___ \ / / / I I ! I \ \ \ I I I I I I I I I I I I I I I I \ \ ) \ I I I I I I j. I I / / / / I / / I I I / I / / / I I / / I /'f I I / / I / . 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NE Klrl<land, WA 98034-6929 425.821.8448 425.821.3481 fax 600.468.0756 toll free www.trladassoc.com ,,, 1r-, '''' l a n (I O e V e I O il Ille II I p o n s U 11 a ll ( S GERRY BUCK, AJCP PROJECT MANAGER NICK YINGER PLS Pl,lOJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBIIITI'AL DATE: SCALE: HORlll.: 1 "=60' 'IKRT.:NA FINAL ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED 108 NO. 01-047 SHEET NO. 1 OF1 I I I , , I I ' I I I I I I I I I I I I I I r ! I , / ' ' 1 >< \x ' ' ' ' ' ' \ X ' , ,' , -x-x-x~ /' I I I i I / I , I I I I I I ' I I I I / / ··------~- I X/ .,. / I I ,./ JI II ,/" / / / •' I .. / / I \ , ' I I ' , ; I ; I I / ,, ' I I I ' \ \ I / ! / I , I I , ' I ' ' , I ¥ / / / ,· I / / ·. / I I I , I ' I /'· / ·. / ' .. ' I I / .. / / / I I .. .. I I I I I ' ' , I I ' / ' ! _ .. --· i I I I I I I I .. , I I I ' I I ! 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I I I I I -------____ J_ ___ ------ ------------r I I I I I I I I ------ ----- ----I -r-· I I I ----t I I S .E. -:120..Il:L S r1 __ _L ---·------ ---------. ---·- I I I --1 I ~--- ~ -----©·zoOa-TRtAll AJSOCIAlES ~ TRIAD ASSOCIATES - 12112 115th Ave. NE KJrl<land, WA 98034-6929 425.821.8448 425.821.3481 fax B00.4B8.0756 toll !roe www.triadassoc.com , • , • l ' " I 1 1 ' L a n d O e v a I o p 11i'e n t 'c o 11 s lil ·I a n f s GERRY BUCK, AICP PROJECT MANAGER NICK YINGER, PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: SCALE: HORJZ.: 1 '=60' VKl!r.:NA FINAL ENGINEERING STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. "' z 0, 'I::_ N 0 0 w en > w Ct'. (') "' 0 N z " .., Cl. u '<'. -[,1 e gs " ij I s: " c!_ " C) ·-C) -~ '9, " E: c:J cc-~o EAST RENTON/ROSEMONTE . .J N01TJ6'50"W 40. 5 N/6'38'33"£ 31. 12 N60G2'51 "E 31. 12 N22!18'52"E 33.57 N32r11'50"E 28.56 N40rJ5'57"W 24.1 N17 0'35"£ 30. '1 N27'J0'09"E 44.81 86'24'28"E 45.02 15'28'14"£ 8.0,1 46'26'34"E 1.18 I 0 i SCALE: 1" = 100' N39'V9'39"E 23.93 N59"38'08"E 51.47' N42'16'00"E 21.22 ... ···-...... - N33'08'06"E 9.57 N03"34'08"W 38.36 '-,,, N31'49'28"E 24.86' 50 100 '~' 200 N36'32'34"E 85.49 N18'22'13"E 60.57 N03'55'48"£ 56.07 N02'01 '32"W 22.80 N61 "52'41 "E 21.53 N35'25'41"E 26.33 N02"39'09"E 55.12 N27'11'41"E 37.36 N09'38'31"W 23.56 N40'47'31 "E 25.81 N49"50'34 "E 27.99 N22'38'28"E 33.67 N39'47'07"E 22.10 N60'04'18"E 46.36 SENSl11VE AREA N40'06'14"W 44.58 V I V V V EARLY START PLANS V '/ V ,TRACT F,, ,SENSl11VE ,AREAv •v V •v V '.y '1/ ,v + + ./ ----. -. ___,, TRACT I DETEN110N/ RECREA110N -·!' I l I + N05'25'37"W 0.,-. 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() r-----\\•ott\\ TRACT L ~ • 1-----+------1 "II' 1------1 Ii g ' ' .\ \ -:R,:E,::CR::,c.:a;A-::11""0N"'V..,, 33 ,. • 58 61 ,.., 4 7 1 :1 OPEN SPACE f------1 •l'/·1, 16 34 60 59 46 17 \ '• ···: L.-.\ \ 18 22 35 ~ ~ ~~ 41)n.T•• -·~ + + r-----'~----,{11 ~ ·~ v-, -, , ..., -21~ ,----·~ I 45 I -::;.. ..;:_i_""'------...... --_c~ ~~ ,. ".::;e:::"':1._2_0_ 3;7 38 39 40 41 42 4443 ~ ~. -.....____________ 1190.04 \ -· -:-:::-::::::::-:~J..\o:.=+.= .... i..... J --N88'20'04"W \TRACT E -· TR.;;;":;~r,1,.lriul'l'.P..1 ----~f1:illicl . i I / JOINT USE JOINT USE \!?'\ ' DRIVEWAY DRIVEWAY 1 ,I I [ LEGAL DESCRIPTION PARCEL fl LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL #2 LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. BASIS OF BEARING HOR/Z. NAO B3/91 CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O.R.f1B51(8ASE POINT) AND C.O.R.j1B52 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WfRE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (GPS} SURVEY TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. COORDINATES ASSOC/A TED WITH THIS DRAWING ARE PROJECT COORDINATES Wi'/ICH MAY BE CONVERTED TO STA TE PLANE GRID COOROINA TES BY SUBTRACTING 100,000 METERS (328,083.3333 FEET), THEN MULTIPL't1NG BY THE AVERAGE COMBINED FACTOR OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LE/CA SKI-PRO PROGRAM VERSION 2. 0 2000. PRIMARY CONTROL POINTS ANO ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITION/NG SYSTEM (GPS} SURVEY TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT 0/RECTL Y OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LE/CA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. HORIZONTAL DATUM NAD 83/91 VERTICAL DA TUM NAvD BB BENCHMARK AND DA TUM CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT #7852 3• BRASS SURFACE MONUMENT FOUND .l'll AT THE CORNER OF NE 4TH STREET(SE 128TH ST.) V AND 148Tfl AVE SE TBM •A" SET RR SPIKE IN W. FACE OF WOOD POST 1.0' ABOVE GRADE 15'± SOUTH OF SW COR OF PARCEL #1 .l'll EL.=449. 78 V TBM "8" rDP OF 4"X4" CONC MONUMENT W/ 2" BRASS 0/SC ANO PUNCH AT PROPERTY CORNER 296'± SOUTH .l'll OF SITE, WEST SIDE 148Tfl A VE S.E. V EL.=519.13 AS PART OF THE PHASED ENGINEERING ·1 EARLY START PLANS, THE DEVELOPER ' MAY CLEAR, GRADE AND INSTALL TESC ·· MEASURES, INCLUDING THE PERMANENT ri POND AND DISCHARGE FEATURES. NO !I PROJECT INFORMATION LEGEND GRADING AND TEMPORARY EROSION AND SEDIMENTA 110N CONTROL --------BOUNDARY ......... _. ·-LOT LINE --.. ·-.. -·-RIGHT-OF-WAY ====== GUTTER, FLOW. & CURB LINE ---CE:NTE:R LINE -----·····-STORM DRAIN PIPE: ··• ···· ROOF & FOOTING DRAIN --· .. -·---· ·· ··· ROCKE:RY DRAIN '' cjQ()c, •. 10' E:XISTING CONTOURS ·•· ·302 · ···· 2' EXISTING CONTOURS ---420---------10' PROPOSE:D CONTOURS ---422---------2• PROPOSED CONTOURS • • • ORANGE CONSTRUCTION FENCE: -· -· -· -EDGE OF WE:TLAND • • • • · .. • • · · • • • · · · • • • BUFFER LINE ._....,. ______ SILT FENCE: l'.)o TEMPORARY STAND PIPE e INTERIM CATCH BASIN PROTECTION TT::t:::, CUT SLOPE:S TT::I:::, FILL SLOPES ~ RIPRAP ::2lK CURB RAMP I\ :: I E:XISTING GRAVEL f>·.'·J PROPOSED GRAVEL D 1cx1sT1NG ASPHALT I 'V I WE:TLANO EXIS11NG FEATURES --SD----EXISTING STORM DRAIN PIPE ------SS EXISTING SEWER MAIN --W·---EXISTING WATER MAIN --PO---EXISTING POWER LINE --UGP---EXISTING UNDERGROUND POWER LINE --G----EXISTING GAS MAIN ---TL----EXISTING TELEPHONE: LINE: D EXISTING CATCH BASIN, TYPE I @ EXISTING CATCH BASIN, TYPE II Q E:XISTING SEWER MANHOLE .0. EXISTING POWE:R POLE [EJ EXISTING POWER VAULT E--EXISTING GUY ANCHOR EE-EXISTING WA TER METER P EXISTING FIRE: HYDRANT \;; WALLS OR VAULTS REQUIRING ! STRUC~~~:o:.:.::.~~W ~:~ ~,: • .,~.L.LOWED~ 1 SHEET INDEX PROJECT DEVELOPER: CAMWEST REAL ESTA TE DEVELOPMENT, INC. ENGINEER/SURVEYOR: GEO TECHNICAL ENGINEER: TESC SUPERVISOR: 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 CONTACT: JENNIFER REINER, PE (425} 825-1955 TRIAD ASSOC/A TES 12112 115TH A VE NE KIRKLAND, WA 98034 CONTACT: GERRY BUCK (425} 821-8448 ASSOC/A TEO EARTH SCIENCES 911 FIFTH A VENUE, SUITE 100 KIRKLAND, WA 98033 CONTACT: KURT MERRIMAN, PE (425} 827-7701 CAMWEST REAL ESTA TE DEVELOPMENT, INC. 9720 NE 120TH PLACE SUITE 100 KIRKLAND, WA 98034 (425} 825-1955 rf E:XISTING AIR/VAC REffASE: VAL VE LIMITS OF CLEARING ~ RIPRAP <ii f 1 CO VER SHEET -G BLOW OFF ~ ~ -••• -TEMPORARY INTE:RCE:PTOR SWALE: 2 CONDITIONS OF APPROVAL (EAST RENTON} c:, "' ------TE:MPORARY INTE:RCEPTOR CULVERT M E:XISTING GATE: VALVE 3 CONDITIONS OF APPROVAL (ROSEMONTE} a > "9-l""aiil TEST PIT \..4 4-5 GRADING ANO TESC PLANS NO. DATE REVISIONS 7 /11 /0B PER COMMENTS BY NICK GILLEN DATED 6/17 /08 AND COMMENTS BY TED COOPER \1A PHONE BY CK JDF H ~-------\ • Vici n it y M a p NOT TO SCALE SITE KIN UJ,LTY -TO 1-4 5-RE TON NE: 4th ST I A ~ "I '< ~ SE 116th ST ::!: SE 117/h ST ;;;E 132nd ST :i£ /3Jrd CT ,, .. ,.g;,_,._,., Soils Mop Scale 1"=1000' "\ /,,_ AgD v n ~ J :1· C. ' r' ' ' I AgC ii! I I ' I I \ >----I I ) Ag8 ' I I \ ' ' .> n -7 ; I ) I Bh~'y} -\, . . \ \ NE 4 TH A VENUE 1, Notice Required Contractors shall notify operators who maintain underground utility lines in the area of proposed excavation or blasting at least two business days, but not more than ten working days prior lo commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. Phone CITY OF RENTON (425) 255-9600 Sanitary Sewer WATER DISTRICT 90 (425) 255-9600 Water District PUGET SOUND ENERGY (206} 447-3236 Gos Company PUGET SOUND E:NERGY (206} 447-3169 Power Company Coll Before You Dig DIAL-A-DIG 1-800-424-5555 Notes 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F, Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Deportment of Transportation, before any construction is started on any existir19 state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Site Plan Approval Approval of these plans is for construction of rood and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building perrnit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plot is not recorded prior to the preliminary plat approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township Range Tax Parcel Number !1!01 !2IJI !o!sl !1!0!21JIOl5I I 9 I o I 2 I JI 9 3 9 0 Site Location is within the ---------drainage shed(s) Pro Rate Shore Assessment(s) are: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rote($ ) per Ac. Ft. increoses.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Date: Expiration Date: 4/05/07 4/05/12 Other Related Permit Numbers Received: Right-of-Way Use Permit Grading Building/Structural Other --------------- Board feet of tree removal on site: Cubic yards of material hauled on/off the site: 15,000 Is this o erosion sensitive area site? (Yes/No): _Yi_E_S ___ _ Note: If "yes", a Highly Sensitive Site Erosion Control Supervisor is required. See ESC plan and TIR for details. Date Emergency 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL (To be completed by King County) Engineer Plan Reviewer M=1l ----------~ Engineer Supervisor = Traffic & Planning Engineer g -------------,ru Sensitive Areas ©b ---------------- Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES ® King County, Washington Date James H. Sanders, P.E. Development Engineer PROJECT CONTACT INFORMATION (To be completed by Consultant) CAMWEST EAST RENTON, LLC (425} 825·1955 ----------~------ ~ c~ 0 u 1 b ~ ~ Name ii: 5 ~ 2 9720 NE 120TH PLACE, <( () 0 -' Phone SUITE 100 KIRKLAND, WA 98034 o 181 o Address and Zip Code Q 'iii <l) ~ ._ " <l) "~ C C rn 3: ~ 2 00 r- 181 D D A Partnership D An Individual CAMWEST EAST RENTON, LLC (425} 825-1955 ----------~------ Name Phone 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 Address and Zip Code , c.. e-.., ,.c; ~~-E:XISTING CONIFEROUS TREE 2 ;:!; ~ ROCK CHECK DAM r " 6 GRADING AND TESC DETAILS AND ,:, ._ ._ TRIAD ASSOC/A TES :j G. ~ OVERFLOW STRUCTURE 1~ NOTES Restoration Bond Amount $ ________ "' e ., D A Corporation D A Partnership D An Individual (425} 821·8448 "' z <C .J a. l-a: <C I- "' > .J a: <C w Ul cc w [I] 2 ::::J z w _J LL Ul w 0 0 w 1-z 0 ~ w en 0 ~ ' z L (l) _Q E ::J z 0 1-z w ~ L (l) _Q E ::J z >. ·C" > '"" u <( u (l) ·~ 0 L Q_ -'....J EXISTING DE:CIDUOUS TRE:E -~ " c~ • CATCH BASIN, TYPE: I 7-8 POND PLAN AND CROSS SECTIONS ':; !/ E Name I Phone z 0 I- C, z -::c en <( 3: >" 1-z :, 0 () C, z -~ 0 z .µ C (l) E Q 0 (1) > (1) 0 ~ "I @ CATCH BASIN, TYPE: II A 9 POND PROFILES Performance Bond Amount $ ________ ~ ~ ._ g' 12112 115TH AVE NE KIRKLAND, WA 98034 l ! ..... ____ -_c _____ ._¥"-··~_ .... _v .. t:-k1il-A1-1t10%l_ .. _ ... _tk-11*_.~-_._c _"_"tt_t,,_;,;,1-";;;-;c..;-.;L-··.:·.:_::J.=-;,;_"_1A_1'"_'-_i,.iJ-:,_,_' __ c '_"_'_'_·_·_' --ii,_ .. _·""_' _u"_,_. _. _,.\_;-;,_,M_.b __ ... _w"-·"'· ____ c_,_,,. __ ccc ______ ,,_·4,v;_d_"~"-0·,,'-,',,-_1_; ___ 1o ____ P_o_N._lJ_o_E_TA-/L_s _______ .;:©a:..:,2D:;;D;;;B;..T.:.:R;;;IA.;;D;...;.;A;;;SS:;;O;.;C;:;IA.:.:T.:ES;;.i._.1.._....1 ___________ ....1._.J...J.-------------------------------'-u-;_o_~ __ A_dd_r_e_s_s_an_d_Z_i_p_c_od_e ______________ &...,s_h_e_e_t_1_o_f _1_0 __ _. POR OF THE NE DECISION: THE PROPOSED PRELIMINARY PLAT OF EAST RENTON, AS REVISED ANO RECEIVED ON MARCH 17. 2006, IS APPROVED, SUBJECT TO 77-IE FOLLOWING CONomoN5 OF FINAL PLAT APPROVAL: 1. COMPLIANCE Wliil ALL PLA mNG PROVISIONS OF TJTLE 19A OF THE KING COUNTY CODE. 2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN 77-IE SUBJECT PROPERTY SHALL SIGN ON 77-IE FACE OF 77-IE FINAL PLAT A OED/CA TJON 77-/A ( INCLUDES THE LANGUAGE SET FORlH IN KING COUNTY COUNCIL MOT/ON NO. 5952. 3. 77-/E PLAT SHALL COMPLY W/77-1 77-IE BASE DENSITY AND MINIMUM DENSITY REQUIREMENTS OF THE R-4 ZONE CLASS/FICA TJON. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF 77-1£ R-4 ZONE CLASS/FICA TJON OR SHALL BE AS SHOWN ON 77-1£ FACE OF 77-1£ APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT 77-IAT MINOR REVISIONS TO THE PLAT WHICH 00 NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT 77-1£ 0/SCRETION OF 77-1£ DEPARTMENT OF DEVELOPMENT AND ENVIRONMENT SERVICES. ANY/ALL PLAT BOUNDARY 0/SCREPANCY(IES) SHALL 8£ RESOLVED TO 77-IE SATISFACTION OF DOES PRIOR TO 77-1£ SUBMITTAL OF 77-/E FINAL PLAT DOCUMENTS. AS USED IN 77-115 CONOlnON, "DISCREPANCY' IS A BOUNDARY HIA TVS, AN OVERLAPPING BOUNDARY OR A PHYSICAL APPURTENANCE WHICH IND/CA TES AN ENCROACHMENT, LINES OF POSSE:SSION OR A CONFLICT OF TITLE. 4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM 77-1£ KING COUNTY HEAL 77-1 DEPARTMENT. 5. ALL CONSTRUCT/ON ANO UPGRADING OF PUBLIC ANO PR/VA TE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE ND. 11187, AS AMENDED (1993 KCRS). (ALSO SEE CONO!nONS 8 AND 24.) 6. 77-IE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECT/ON ENGINEER FOR 77-1£ ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. ALL FUTURE RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION ARE REQUIRED TO 8£ SPRINKLERED (NFPA 13D) UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER DESIGN££. 77-1£ FIRE CODE REQUIRES ALL PORTIONS OF 77-1£ EXTERIOR WALLS OF STRUCTURES TO 8£ WllH/N 150 FEET (AS A PERSON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDING) FROM A MINIMUM 20-FOOT WIDE, UNOBSTRUCTED DRIVING SURFACE. TO QUALIFY FOR REMOVAL OF THE SPRINKLER REQUIREMENT, DRIVING SURFACES BETWEEN CURBS MUST BE A MINIMUM OF 28 FEET IN WIDTH WHEN PARKING IS ALLOWED ON ONE SIDE OF THE ROADWAY. AND AT LEAST 36 FEET IN WIDTH WHEN PARKING IS PERMITTED ON BOTH SIDES. THE ROAD WIDTH REQUIREMENT APPLIES TO BOTH ON-SITE ACCESS AND ROADS ACCESSING 77-1£ SUBDIVISION. 7. FINAL PLAT APPf/OVAL SHALL REQUIRE FULL COMPLIANCE WllH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER ANO/OR LOCA TJON OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONO!nONS OF APPROVAL, WHICH REPRESENT PORTJONS OF 77-1£ DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SA TISF/ED DURING ENGINEERING AND FINAL REVIEW. A. DRAINAGE PLANS AND ANAL YS/5 SHALL CDMPL Y WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL. ODES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCT/ON. B. CURRENT STANDARD PLAN NOTES AND £SC NOTES, AS ESTABLISHED BY ODES ENGINEERING REVIEW SHALL 8£ SHOWN ON THE ENGINEERING PLANS. C. 77-IE FOLLOWING NOTE SHALL 8£ SHOWN ON THE FINAL RECORDED PLAT: "ALL BUILDING DOWNSPOUTS, FOOT/NG DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PA nos AND DRIVEWAYS SHALL 8£ CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON 77-1£ APPROVED CONSTRUCT/ON DRAWINGS#------ON FILE WITH DOES ANO/OR THE DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BU/LO/NG PERMIT. ALL CONNECTJONS OF 77-1£ DRAINS MUST 8£ CONSTRUCTED ANO APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS 77-IA T ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATJON SYSTEMS, 77-1£ SYSTEMS SHALL 8£ CONSTRUCTED AT 77-1£ TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE.• 0. STORM WATER FACILITIES SHALL BE DESIGNED USING THE KCRTS LEVEL ONE FLOW CONTROL STANDARD. WATER QUALITY FAC/LlnES SHALL ALSO 8£ PROVIDED USING THE BASIC WATER QUALITY PROTECT/ON MENU. THE SIZE OF THE PROPOSED DRAINAGE 'fl/ACTS MAY HA VE TO INCREASE TO ACCOMMODATE THE REQUIRED OETENTJON VOLUMES AND WATER QUALITY FAG/LIT/ES. ALL RUNOFF CONTROL FAG/UT/ES SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTJONS OF THE DRAINAGE TRACT ARE USED FOR REGREA TJON SPACE IN ACCORDANCE WITH KGG 21A.14.180. £. THE APPLICANT HAS RECEIVED APPROVAL FOR TWO DRAINAGE ADJUSTMENT APPL/GA T/ONS REGARDING DESIGNS FOR THE DISCHARGE OF STORM WATER ANO A SHARED FACILITY OETENTJON PONO. THE ADJUSTMENT DECISIONS ARE CONTAINED WllHIN FIL£ NUMBERS L02V0089 ANO L04V0103. DURING FINAL REVIEW OF 77-1£ ENGINEERING PLANS, ALL APPLICABLE CONDITIONS OF THE ADJUSTMENT APPROVALS SHALL 8£ SATISFIED INCLUDING REQUIREMENTS FOR THE SHARED FACILITY LOGA TEO OFFS/TE WITHIN THE PLAT OF ROSEMONT£ F. AS STATED IN THE DRAINAGE ADJUSTMENT DECISION, THE OFFS/TE DRAINAGE POND SHALL 8£ DESIGNED USING THE LEVEL 1 FLOW CONfROL STANDARD. BASIC WATER QUALITY STANDARDS ARE ALSO REQUIRED FOR DESIGN OF THE FACILITY. IF A WET PONV FACILITY IS PROVIDED FOR WATER QUALITY, THE DESIGN SHALL GOMPL Y WllH THE 3: 1 FLOW LENGTH RA TIO AS OUTLINED ON PAGE 6-72 IN THE DRAINAGE MANUAL. FOR EVALUATION OF THE ONSITE STORM VAULT AND THE OFFS/TE OE/ENT/ON POND, A SOILS REPORT SHALL 8£ PREPARED BY A GEOTEGHNIGAL ENGINEER TO EVALUATE THE SOILS ANO GROUNUWA TER CONDITIONS. G. FOR ANY PROPOSED BYPASS OF STORM WATER FROM THE FLOW CONTROL FACILITY, THE FINAL DRAINAGE DESIGNS SHALL COMPLY WITH APPLICABLE DESIGN REQUIREMENTS IN THE DRAINAGE MANUAL AS OUTLINED ON PAGES 1-36 AND 3-52. H. AS REQUIRED BY SPECIAL REQUIREMENT NO. 2 IN THE DRAINAGE MANUAL, THE 100-YEAR FLOODPLAIN BOUNDARIES FOR THE ONS/TE WETLANDS SHALL 8£ SHOWN ON 77-IE FINAL ENGINEERING PLANS ANO RECORDED PLAT. ACCESS AND ROADS: 8. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE 1993 .KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A. DURING PRELIMINARY REVIEW THE APPLICANT SUBMITTED A ROAD VARIANCE APPL/GA TION (FILE NO. L03V0049), REGARDING THE CREST VERTICAL CURVE ANO SUBSTANDARD STOPPING SIGHT DISTANCE ALONG THE PLAT FRONTAGE. IN RESPONSE TO THE VARIANCE APPL/GA T/ON, THE KING COUNTY ROAD ENGINEER PROVIDED A DECISION LETTER DATED OCTOBER 20, 2004 WHICH APPROVED THE VARIANCE BASED UPON SPECIFIC DESIGN CRITERIA FOR CONSTRUCT/NG 148TH A VE SE. AS NOTED IN THE VARIANCE DECISION, THE CREST CURVE ON 148TH A VE SE MUST 8£ RECONSTRUCTED TO PROVIDE 455 FEET OF STOPPING SIGHT DISTANCE BASED UPON DESIGN CRITERIA WITH A 2-FOOT TARGET. THE FINAL ROAD IMPROVEMENTS AND DESIGN PLANS FOR THE PROJECT SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CONDITIONS OF APPROVAL AS STA TED IN THE VARIANCE DECISION. B. 148TH A VENUE SE SHALL 8£ IMPROVED ALONG THE FRONTAGE AS AN URBAN COLLECTOR ARTERIAL INCLUDING ALL DESIGN GR/IERIA FROM THE ROAD VARIANCE DECISION IN ACCORDANCE WITH KCRS 2. 02, THE CURB LOGA TJON SHALL 8£ DESIGNED A f 22-FEET FROM THE ROAD GROWN TO PROVIDE FULL WIDTH TRAVEL LANES AND A BIKE LANE. THE PRELIMINARY DESIGN PLANS FOR EAST RENTON SHOW.S ROAD GRADING EXTENDING OUTSIDE THE RIGHT-OF-WAY ON THE EAST SIDE OF 148TH A VE SE. DURING FINAL ENGINEERING REVIEW, 77-1£ APPLICANT SHALL ACQUIRE EASEMENTS FOR ANY PROPOSED CONSTRUCT/ON ON PR/VA TE PROPERTY OR PROVIDE AN ALTERNATIVE DESIGN WHICH IS ACCEPTABLE TO KING COUNTY FOR ROAD CONSTRUCT/ON WITHIN THE EXIST/NG RIGHT-OF-WAY. C. THE PROJECT ENTRY ROAD TO 148TH A VE SE SHALL 8£ IMPROVED AS AN URBAN NEIGHBORHOOD COLLECTOR. AS SHOWN ON /HE PRELIMINARY PLAT, THE REQUIRED RIGHT-OF-WAY WIDTH IS 56 FEET. D. THE PROPOSED ROADS WITHIN THE SUBDIVISION SHALL 8£ IMPROVED USING URBAN DESIGN STANDARDS ANO IN ACCORDANCE WITH THE STREET CLASS/FICA TJONS SHOWN ON THE PRELIMINARY PLAT MAP. £. TRACT O SHALL BE IMPROVED AS A PR/VA TE JOINT USE DRIVEWAY SERVING A MAXIMUM OF TWO LOTS. THE LOTS SERVED SHALL HA VE UNDIVIDED OWNERSHIP OF THE TRACT ANO 8£ RESPONSIBLE FOR ITS MAINTENANCE. AS SPECIFIED IN KGRS 3.01G, IMPROVEMENTS SHALL INCLUDE AN 18 FOOT PAVED SURFACE AND A MINIMUM TRACT WIDTH OF 20 FEET. DRAINAGE CONTROL SHALL INCLUDE A CURB OR THICKENED EOG£ ON ONE SIDE. F. STREET TREES SHALL 8£ INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS AND SHALL GOMPL Y W/77-1 SECT/ON 5. 03 OF THE KGRS. G. STREET /LLUMINA TJON SHALL 8£ PROVIDED ALONG THE PLAT FRONTAGE ANO AT INTERSEGTJONS WllH ARTERIALS IN A GCORDANCE WI TH KGRS 5. 05. H. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECT/ON 4.0IF, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIDENING EXIST/NG ASPHALT, UNLESS OTHERWISE APPROVED BY KING COUNTY. /. 148TH A VE SE IS CLASSIFIED AS AN ARTERIAL STREET WHICH MAY REQUIRE DESIGNS FOR BUS ZONES AND TURN OUTS. AS SPECIFIED IN KCRS 2.16, THE DESIGNER SHALL CONTACT METRO AND 77-IE LOCAL SCHOOL DISTRICT TO DETERMINE SPECIFIC REQU/REMEN TS. J. MOD/FICA T/ONS TO THE ABOVE ROAD CONDITIONS MAY 8£ CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KGRS I. 08. 9. ALL UT/LIT/ES WITHIN PROPOSED RIGHTS-OF-WAY MUST 8£ INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 10. THE SITE PLANS FOR EAST RENTON SHOW THE NORTHERLY ROAD STUB FOR 145TH A VE SE WHICH MAY EXTEND INTO THE WETLAND BUFFER AND ASSOC/A TED SETBACK WITHIN THE ROSEMONT PLAT. DURING ENGINEERING REVIEW FOR EAST RENTON, A REVISED ROAD ALIGNMENT AND GRADING PLAN SHALL BE PROVIDED WHICH OEMONSTRA TES THAT ROAD CONSTRUCT/ON WITHIN ROSEMONT£ WILL GOMPL Y WITH APPLICABLE SENSITIVE AREA CODES. THE REVISED ROAD DESIGN AND GRADING PLAN MAY RESULT IN MOO/FICA T/ON OR LOSS OF LOTS AS SHOWN ON THE PRELIMINARY PLAT. AL TERNA TIVEL Y, THE APPLICANT MAY SEEK APPROVAL TO USE BUFFER A VERAG/NG AS A MEANS TO REVISE THE LOGA TJON OF THE BUFFER AND BSLB TO ACHIEVE GOO£ COMPLIANCE WITHIN ROSEMONT£. 11. THERE SHALL 8£ NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH A VE SE FROM THOSE LOTS WHICH ABUT IT. A NOTE TO THIS EFFECT SHALL APPEAR ON THE ENGINEERING PLANS AND THE FINAL PLAT. 12. THE APPLICANT SHALL PROVIDE A SAFE WALKING ACCESS TO APOLLO ELEMENTARY SCHOOL WITH URBAN IMPROVEMENTS ALONG THE WEST SIDE OF 148TH A VE NE TO THE EXIST/NG CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. THIS IMPROVEMENT INCLUDES URBAN FRONTAGE IMPROVEMENTS ALONG PROPERTY FRONTAGE OF THE PLAT OF EAST RENTON, URBAN IMPROVEMENTS ALONG FRONTAGE OF ROSEMONT£ ANO URBAN IMPROVEMENTS NORTH TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. (IT IS NOTED THAT THE ADJOINING PLAT OF ROSEMONT£ ALSO WILL 8£ SUBJECT TO URBAN FRONTAGE REQU/f/EMENTS ANO URBAN IMPROVEMENTS NORTH TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST.) IN THE EVENT IT IS NOT PRACTJGAL TO CONSTRUCT URBAN IMPROVEMENTS ON THE WEST SIDE OF 148TH A VENUE SOUTHEAST EXTENDING TO TIIE EXIST/NG CROSSWALK, A NEW CROSSWALK MAY BE ESTABLISHED SOUTH OF SOUTHEAST 117TH STREET AND A SAFE WALKWAY PROVIDED ON THE EAST SIDE OF 148TH A VENUE SOUTHEAST FROM THE NEW CROSSWALK TO THE NORTH SIDE OF SOUTHE/\ST 117TH STREET. THIS ALTERNATJVE MAY USE A GRADED SURFACE ON THE EAST SIDE OF 148TH AVE SE TO ENSURE THAT SCHOOL-AGE PEDESTRIANS ARE PROVIDED AN ACCEPTABLE-WIDTH WALKWAY SURFACE BEHIND THE CURBING. THE WALKWAY SI/ALL 8£ DESIGNED TO THE SA TJSFAGTION OF THE SCHOOL DISTRICT AND 00£5. 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, MIT/GA PON/IMPACT FEES: ALL IN 13. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, M/TJGA TJON PAYMENT SYSTEM (MPS), BY PA YING THE REQUIRED MPS FEE AND ADMINISTRA TJON FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPT/ON TO EITHER: (1) PAY THE MPS FEE AT THE FINAL PLAT RECORDING, OR (2) PAY THE MPS FE£ AT THE TJME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPT/ON IS CHOSEN, THE FEE PAID SHALL 8£ THE FEE IN EFFECT AT THE TJME OF PLAT APPL/GA T/ON AND A NOTE SHALL 8£ PLACED ON THE FACE OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY GOO£ 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF 77-1£ SECOND OPTION IS CHOSEN, THE FEE PAID SHALL 8£ THE AMOUNT IN EFFECT AS OF THE DA TE OF BUILDING PERMIT Al'PLICA TJON. 14. LOTS WITHIN 77-115 SUBDIVISION ARE SUBJECT TO KING COUNTY GOO£ 2/A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A GONDITJON OF FINAL APPROVAL, FIFTY PERCENT {50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL 8£ ASSESSED ANO COLLECTED /MMEDIA TEL Y PRIOR TO THE RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT REGEi VES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL 8£ ALLOCA TEO EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL 8£ COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. WEn,ANQS: 15. PRELIMINARY PLAT REVIEW HAS /OENTJF/£0 SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT AS LISTED BELOW. ALL OTHER APPLICABLE REQUIREMENTS FROM K.G.G. 21A.24 SHALL ALSO 8£ ADDRESSED BY THE APPLICANT. A. 77-1£ GLASS 2 WETLAND SHALL HA VE A MINIMUM 50-FOOT BUFFER OF UNDISTURBED VEGETATION AS MEASURED FROM 77-1£ WETLAND EDGE. 8. SENSITIVE AREA TRAGT(S) SHALL 8£ USED TO DEL/NEA TE ANO PROTECT SENSITIVE AREAS ANO BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBO/VISIONS ANO SHALL 8£ RECORDED ON ALL DOCUMENTS OF TJTLE OF RECORD FOR ALL AFFECTED LOTS. C. BUFFER WIDTH A VERAG/NG MAY 8£ ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADDITIONAL PROTECTION TO THE WETLAND/STREAM OR ENHANCE THEIR FUNGTJONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE DOES NOT DEGREASE. IN NO AREA SHALL THE BUFFER 8£ LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM DISTANCE. TO ENSURE SUCH FUNCTJONS ARE ENHANCED A MIT/GA TJON PLAN WILL BE REQUIRED FOR THE REMAINING ON-SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING ENGINEERING REVIEW. D. A 15-FOOT BSBL SHALL 8£ ESTABLISHED FROM THE EDGE OF BUFFER AND/OR THE SENS/TJVE AREAS TRAGT(S) ANO SHOWN ON ALL AFFECTED LOTS. £. TO ENSURE LONG TERM PROTECTION OF THE SENSlnVE AREAS A SPLIT-RAILED FENCE OF NO MORE THAN 4 FEET IN HEIGHT SHALL 8£ INSTALLED ALONG THE SENSlnVE AREA TRACT BOUNDARIES IN THE AREA OF PROPOSED LOTS. SENSITIVE AREA SIGNS SHALL 8£ A TTAGHEO TO THE FENG£ AT NO LESS THAN 100 FOOT INTERVALS. F. IF ALTERA TJONS OF STREAMS ANO/OR WETLANDS ARE APPROVED IN CONFORMANCE WITH K.G.C. 21A.24, THEN A DETAILED PLAN TO M/TJGATE FOR IMPACTS FROM THAT ALTERATJON WILL 8£ REQUIRED TO 8£ REVIEWED AND APPROVED ALONG WITH THE PLAT ENGINEERING PLANS. A PERFORMANCE BOND OR OTHER FINANCIAL GUARANTEE WILL 8£ REQUIRED AT THE TJME OF PLAN APPROVAL TO GUARANTEE THAT THE MIT/GA TION MEASURES ARE INSTALLED ACCORDING TO 77-1£ PLAN. ONCE THE MIT/GA TJON WORK IS COMPLETED TO A ODES SENIOR EGOLOGISrs SA TISFAGTJON, THE PERFORMANCE BONO MAY 8£ REPLACED BY A MAINTENANCE BONO FOR THE REMAINDER OF THE FIVE-YEAR MONITORING PERIOD TO GUARANTEE THE SUCCESS OF THE MIT/GA T/ON. THE APPLICANT SHALL 8£ RESPONSIBLE FOR THE /NSTALLA TION, MAINTENANCE AND MONITORING OF ANY APPROVED MITIGATION. THE M/TJGA TJON PLAN MUST 8£ INSTALLED PRIOR TO FINAL INSPECT/ON OF THE PLAT. G. PRIOR TO COMMENCING CONSTRUCT/ON AGTJVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TRAGT(S) IN A HIGHLY VISIBLE MANNER, AND THESE AREAS MUST REMAIN SO MARKED UNTJL ALL DEVELOPMENT PROPOSAL ACTJVITJES IN THE VICINITY OF THE SENS/TJVE AREAS ARE COMPLETED. H. DURING ENGINEERING PLAN REVIEW THE APPLICANT SHALL PROVIDE A WETLAND HYDROLOGY ANAL YS/S TO DEMONSTRATE HOW THE WETLAND HYDROLOGY WILL 8£ MAINTAINED POST-CONSTRUCTION. /. DETENTJON OUT-FALL STRUCTURES MA YB£ PERMITTED WITHIN THE WETLAND/STREAM BUFFERS, HOWEVER, STRUCTURES SHALL BE LOCATED IN THE OUTER EOG£ OF THE BUFFER, IF POSSIBLE. ALL BUFFER IMPACTS SHALL BE MITIGATED. 16. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STA TE ANO/OR FEDERAL PERMITS OR APPROVALS. IT IS THE APPLIGANrs RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE 17. DURING ENGINEERING REVIEW. THE PLAN SET SHALL 8£ ROUTED TO THE SENS/TJVE AREAS GROUP TO DETERMINE IF THE ABOVE CONDI !IONS HA VE BEEN MET. GEO TECHNICAL: 18. THE APPLICANT SHALL DELINEATE ALL ON-SITE EROSION HAZARD AREAS ON THE FINAL ENGINEERING PLANS (EROSION HAZARD AREAS ARE DEFINED IN KCC 21A.06.415). THE DELINEATION OF SUCH AREAS SHALL 8£ APPROVED BY A DOES GEOLOGIST. THE REQUIREMENTS FOUND IN KCC 2/A.24.220 CONCERNING EROSION HAZARD AREAS SHALL 8£ MET, INCLUDING SEASONAL RESTRIGTJONS ON CLEARING AND GRADING AGTIVITJES. SENSIUVE AREA: 19. 77-IE FOLLOWING NOTE SHALL 8£ SHOWN ON THE FINAL ENGINEERING PLAN ANO RECORDED PLAT: RESTRICTJONS FOR SENSITIVE AREA TRACTS ANO SENSITIVE AREAS ANO BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LANO WITHIN THE TRACT/SENSITIVE AREA ANO BUFFER. THIS INTEREST INCLUDES THE PRESERVA TJON OF NA TJVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEAL TH, SAFETY ANO WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, ANO PROTECT/ON OF PLANT ANO ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA ANO BUFFER IMPOSES UPON ALL PRESENT ANO FUTURE OWNERS AND OCCUPIERS OF THE LANO SUBJECT TO THE TRACT/SENSITIVE AREA ANO BUFFER THE OBL/GA TJON, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEA VE UNDISTURBED ALL TREES AND 077-IER VEGETA T/ON WITHIN 77-1£ TRACT/SENS/Tl VE AREA AND BUFFER. THE VEGETA TJON WllHIN THE TRACT/SENSITIVE AREA ANO BUFFER MAY NOT 8£ GUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA ANO BUFFER ANO THE AREA OF DEVELOPMENT ACTJVITY MUST 8£ MARKED OR OTHERWISE FLAGGED TO THE SA TJSFAGT/ON OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCT/ON OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL AGTJVIT/ES IN THE VICINI TY OF THE SENS/Tl VE AREA ARE COMPLETED. NO BUILDING FOUNOA /IONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. OTHER: 20. THE PLAT DESIGN SHALL 8£ REVISED TO PROVIDE THE MINIMUM SUITABLE RECREA T/ON SPACE CONSISTENT WITH THE REQUIREMENTS OF K.G.G. 2/A.14.180 ANO K.G.G. 21A. 14.190 (/.£., MINIMUM AREA, AS WELL AS, SPORT GOURT{S}. CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S}. BENCHES, ETC.), AS SHOWN ON HEARING EXH. NO. 26. A. A DETAILED REGREA TJON SPACE PLAN (!.£., LOGA T/ON, AREA GALGULA T/ONS, DIMENSIONS, LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL 8£ SUBMITTED FOR REVIEW AND APPROVAL BY ODES PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF ENGINEERING PLATS. 8. A PERFORMANCE BONO FOR REGREA TJON SPACE IMPROVEMENTS SHALL 8£ POSTED PRIOR TO RECORDING OF THE PLAT. 21. TRACT £ SHALL BE DES/GNA TED FOR REGREA TJONAL AREA, WITH AN APPROVED TRAIL (ACROSS WETLAND BUFFERS) EXTENDING FROM THE RECREA TJONAL TRACT G ANO FUNGTJON/NG AS AN EXTENSION OF REGREA T/ON FROM TRACT G. PLANS FOR THE TRACT -DESIGNATION AND DESIGN, SHALL COMPLY WITH CODES ANO SHALL BE TO THE SATISFACTION OF DOES PRIOR TO ENGINEERING APPROVAL. 22. A HOMEOWNERS' ASSOC/A TJON OR OTHER WORKABLE ORGAN/ZA TJON SHALL 8£ ESTABLISHED TO THE SA TJSFACTJON OF DOES WHICH PROVIDES FOR THE OWNERSHIP ANO CONTINUED MAINTENANCE OF THE RECREA T/ON, OPEN SPACE AND/OR SENSITIVE AREA TRAGT(S) WHICH COMBINES USAGE OF RECREATION AREA WITHIN L03P0018, THE PLAT OF ROSEMONT£, PURSUANT TO HEARING EXH. NO. 26. (5££ CONDITION NO. 25.) 23. STREET TREES SHALL BE PROVIDED AS FOLLOW.S (PER KGRS 5.03 AND K.G.G. 21A.16.050): A. TREES SHALL 8£ PLANTED AT A RA TE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY 8£ MODIFIED TO ACCOMMOOA TE SIGHT DISTANCE REQUIREMENTS FOR OR/VEWA YS AND /NTERSECTJONS. 8. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY ANO PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTA T/ON DETERMINES THAT TREES SHOULD NOT 8£ LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT 8£ LOCATED WllHIN 77-1£ RIGHT-OF-WAY, THEY SHALL 8£ LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE. a. THE TREES SHALL BE OWNED ANO MAINTAINED BY THE ABUmNG LOT OWNERS OR THE HOMEOWNERS ASSOC/A TJON OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. £. THE SPECIES OF TREES SHALL 8£ AP/'ROVED BY DOES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE W/77-1 OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERING PLAN APPROVAL. G. H. I. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT (206) 684-1622 TO DETERMINE IF 148TH AVE SE IS ON A BUS ROUTE. IF 14877-1 A VE SE IS A BUS ROUTE, THE STREET TR££ PLAN SHALL ALSO 8£ REVIEWED BY METRO. THE STREET TREES MUST BE INSTALLED ANO INSPECTED, OR A PERFORMANCE BONO POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BONO IS POSTED, THE STREET TREES MUST BE INSTALLED ANO INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECT/ON, IF THE TREES ARE FOUND TO 8£ INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST 8£ SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY 8£ RELEASED AFTER DOES HAS COMPLETED A SECOND INSPECT/ON AND DETERMINED THAT THE TREES HA VE BEEN KEPT HEAL THY AND THRIVING. A LANDSCAPE INSPECT/ON FEE SHALL ALSO 8£ SUBMITTED PRIOR TO PLAT RECORDING. THE !NSPECllON FEE IS SUBJECT TO CHANGE BASED ON THE CURRENT COUNTY FEES. SEC. Jatl: TWP. 23 N., RGE. 5 E., W.M. 24. THE FOLLOWING HA VE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO M/TJGA TE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL OEMONSTRA TE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL. (1.) TO MITIGATE THE SIGNIFICANT ADVERSE IMPACT THE PLAT OF EAST RENTON WILL HA VE ON THE INTERSECTIONS OF SR 900/148TH AVE 5£ ANO SR 900/164TH AVE SE, THE APPLICANT SHALL INSTALL, EITHER INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPMENT PROJECTS IN THIS AREA, THE FOLLOWING IMPROVEMENTS AT THE SR 9D0/148TH A VE INTERSECT/ON: • A TRAFFIC SIGNAL, AND • EASTBOUND AND WESTBOUND LEFT TURN LANES 77-1£ DESIGN FOR THE SR 900/14877-1 A VE INTERSECT/ON IMPROVEMENTS SHALL 8£ APPROVED BY THE WASHINGTON STA TE DEPARTMENT OF TRANSPORTA TJON (AND BY KING COUNTY TO THE £XTENT SUCH IMPROVEMENTS ARE LOGA TEO IN COUNTY RIGHT-OF-WAY). IN ADDITION, AT A MINIMUM, 77-1£ EXISTING ENTERING SIGHT DISTANCE LOOKING EAST FOR THE NORTH ANO SOUTH LEGS OF 77-1£ INTERSECT/ON (602 FEET ANO 386 FEET, RESPEGTJVEL Y) SHALL NOT 8£ REDUCED AS PART OF THE INTERSECT/ON IMPROVEMENTS. DOGUMENTA TJON SHALL 8£ SUBM/TTIID TO SHOW THIS REQUIREMENT IS MET. ALL CONSTRUGllON WORK ASSOC/A TED WITH THE INTERSECT/ON IMPROVEMENTS SHALL 8£ COMPLETED BETWEEN APRIL 1ST ANO SEPTEMBER 30TH. THIS SEASONAL RESTRICTION SHALL 8£ CLEARLY SHOWN ON 77-1£ FINAL ENGINEERING PLANS. IN LIEU OF THE /NSTALLA TION OF THE ABOVE-NOTED INTERSECT/ON IMPROVEMENTS PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MAY POST A FINANCIAL GUARANTEE WITH W.SDOT WHICH ASSURES THE /NSTALLA T/ON OF THESE IMPROVEMENTS WITHIN TWO YEARS OF Tl/£ RECORDING OF EAST RENTON. IN THIS EVENT, INTERSECT/ON IMPROVEMENT DESIGN MUST BE APPROVED BY W.SOOT PRIOR TO KING COUNTY APPROVAL OF THE ENGINEERING PLANS FOR EAST RENTON. IF THE ABOVE-NOTED INTERSECT/ON IMPROVEMENTS HAVE ALREADY BEEN MADE BY OTHERS PRIOR TO THE RECORDING OF EAST RENTON, OR A FINANCIAL GUARANTEE HAS BEEN POSTED BY OTHERS WHICH ASSURES THE /NSTALLA TJON OF THESE IMPROVEMENTS, THEN THE APPLICANT FOR EAST RENTON SHALL PAY A PRO-RATA SHARE DOLLAR AMOUNT TO THE DEVELOPER WHO HAS MADE THE IMPROVEMENTS OR "BONDED" FOR THE IMPROVEMENTS, IN AN AMOUNT PROPORTIONAL TO THE IMPACTS OF EAST RENTON. THE PRO-RA TA SHARE DOLLAR AMOUNT TO BE PAID SHALL 8£ SET BY W.SOOT, ANO DOGUMENTA TJON SHALL BE PROVIDED BY THE EAST RENTON APPLICANT TO THE KING COUNTY LANO USE SERVICES DIVISION TO SHOW THIS PAYMENT HAS BEEN MADE, PRIOR TO FINAL PLAT RECORDING. THE PRO-RA TA DOLLAR AMOUNT TO 8£ PAID SHALL BE BASED ON THE FOLLOWING: • THE FINAL EAST RENTON LOT COUNT • THE TRIP 0/STRIBUTJON FOR EAST RENTON • THE TOTAL TRIPS CONTRIBUTED TO THE INTERSECT/ON OF SR 900.148TH A VE BY THE PLATS OF ASTER PARK (LOOP0024), STONE RIDGE 9L99P3008), EAST RENTON (L02P0005), SHAMROCK (L02P0014), ROSEMONT£ (AKA IRONWOOD -LOJP0018), MARTJN (L05P0019) AND ANY FUTURE LANO USE APPL/CA TJONS SUBMITTED TO KING COUNTY FOR WHICH COMPLIANCE WITH THE KING COUNTY INTERSECT/ON STANDARDS (KGG 14.80) IS REQUIRED AT EITHER THE SR 900/148TH AVE INTERSECTION, OR 77-1£ SR 900/164TH AVE HIGH ACCIDENT LOGATJON. IN THE EVENT THAT EITHER KING COUNTY OR W.SDOT ADOPTS A FORMAL "LA TEGOMER'S" SYSTEM PRIOR TO FINAL PLAT RECORDING, THAT SYSTEM MAY BE FOLLOWED IN LIEU OF 77-1£ APPROACH DESCRIBED ABOVE, AT 77-1£ D/SGRETJON OF THE APPLICANT, AS LONG AS AT A MINIMUM THERE IS A FINANCIAL GUARANTEE WHICH ASSURES THE ABOVE-NOTED INTERSECT/ON IMPROVEMENTS WILL BE INSTALLED WITHIN TWO YEARS OF THE DA TE OF RECORDING OF THE PLAT OF EAST RENTON. {COMPREHENSIVE PLAN POLICY T-303 ANO KING COUNTY GODE 21A.28.060A] (2.) OOGUMENTA TION SHALL 8£ PROVIDED TO DEMONSTRATE TO THE SA TISFAGTJON OF W.SDOT THAT STOPPING SIGHT DISTANCE (360 FEET) IS A VA/LABLE ON THE EAST LEG OF THE SR 900/148TH A VE INTERSECTION. THE INTERSECT/ON SHALL 8£ MODIFIED BY THE APPLICANT, IF NECESSARY, SO 77-/A T 77-115 STOPPING SIGHT DISTANCE REQUIREMENT IS MET ON THE EAST LEG. IN ADDITION, THE APPLICANT SHALL CLEAR VEGETATJON WITHIN THE RIGHT-OF-WAY ALONG SR 900, EAST OF 148TH A VE., TO MAXIMIZE THE ENTERING SIGHT DISTANCE FOR 77-1£ NORTH AND SOUTH LEGS OF THE INTERSECT/ON. {COMPREHENSIVE PLAN POLICY T-303 AND KING COUNTY COMPREHENSIVE POLICY T-JOJ ANO KING COUNTY GODE 21A.28.060A] 25. THE RECREA TJON AREA MAY SERVE THE ADJACENT PLAT OF ROSEMONT£. IF NECESSARY, BOUNDARY LINE ADJUSTMENTS MAY 8£ APPROVED TO ESTABLISH A PORT/ON OF THE EAST RENTON PLAT RECREA T/ON AREA AS A PART OF THE ROSEMONT£ PLAT, OR THE TWO PLATS MAY 8£ RECORDED AS A SINGLE PLAT. 26. WETLAND BUFFER A VERA GING OR ADDITIONAL BUFFER ARE REQUIRED TO COMPENSATE FOR REDUCTION OF WETLAND BUFFERS ADJACENT TO 145TH A VENUE SOUTHEAST, AS PROPOSED IN THE VIC'lNITY OF THE NORTH PROPERTY LINE, AND TO COMPENSATE FOR CONSTRUCTION OF THE REGREA TION TRACT TRAIL THROUGH WETLAND BUFFER BETWEEN TRACTS E AND G. ORDERED THIS 5TH DAY OF APRIL, 2007. ' \ KING COUNTY D.D.E.S. Review Engineer Completion Dote Senior Engineer Completlon Date JAMES H. SANDERS. P.E. DE'IELOPMENT ENGINEER Approval Dote Comments: ©2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES - 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net La 11 cl Dev e'I op 111 e 11 t Co 11 s LI I I ants ' ' ~ ~ ~ (!) ~ ~ ~ ~ 0 ~ ....i i..... Cl) ~ ~ LI) C ~ \'\I 0 l 0 I~ Cc "::( ~ 0 ~~ ,q: i..... [jj " .... Ll. ~ .... . . :s: Q:: ffi 0 Q:: ~ ,q: I ~ i....; :::5 Cl) .... i..... Cl)~ :c: Cl) ;e ~~ ).. ).. ~ I-. S: -i::: ~ ~~ ~ 0 0 ,q; (.) ~ 1-... Cl) ).." I-. § ~ 0 0 (!) ~ ~ t3 ~ iii ... ~ " 0:, , ! s. ~ ~ ~ § ~ ~ § lli a ~ ~ § ).. ).. ~ ~ ~ ~ :z; ii ~ I ~ 8 ~ ~ ~ ~ ! s. " g ,.-1_/I./I./L/l,'l,'l,'l...-·1...-·1....-·1/I/I G<RALD F. BUCK, A/CP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX, ASLA PROJECT LANDSCAPE ARCfilTECT FffiST SUBMITI'AL DATE: 5/16/08 SCALE: HORIZ.: N/A VE!lr.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 2oF10 POR OF THE NE DECISION: THE PROPOSED PRELIMINARY PLAT OF ROSEMONTE, AS REVISED AND RECEIVED ON MARCH 31, 2006, IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL: 1. COMPLIANCE WITli ALL PLATTING PROVISIONS OF TITLE 19A OF THE KING COUNTY CODE. ACnJAL FINAL RECORDING OF THE PLAT OF ROSEMONTE/L03P0018 SHALL EITHER OCCUR SUBSEQUENT TO OR CONCURRENT WITH THE RECORDING OF THE PLAT OF EAST RENTON/L02P0005. 2. ALL PERSONS HA V/NG AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDIC AT/ON THA T INCLUDES THE LAN GU A GE SET FOR TH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. THE PLAT SHALL COMPLY WITH THE BASE DENSITY AND MINIMUM DENSITY REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEE( THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-4 ZONE CLASS/FICA TION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT ANO EN V/RONMENT SER VICES. ANY/ALL PLAT BOUNDARY DISCREPANCY(IES) SHALL BE RESOLVED TO THE SATISFACTION OF ODES PRIOR TO THE SUBMITTAL OF THE FINAL PLAT DOCUMENTS. AS USED IN THIS CONDITION, "DISCREPANCY' IS A BOUNDARY H/AnJS, AN OVERLAPPING BOUNDARY OR A PHYSICAL APPURTENANCE WHICH IND/CA TES AN ENCROACHMENT, LINES OF POSSESSION OR A CONFLICT OF TITLE. 4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT. 5. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PR/VA TE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). 6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17. 08 OF THE KING COUNTY CODE. ALL FUnJRE RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION ARE REQUIRED TO BE SPRINKLERED (NFPA 13D) UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER DESIGN££. THE FIRE CODE REQUIRES ALL PORTIONS OF THE EXTERIOR WALLS OF STRUCnJRES TO BE WITHIN 150 FEET (AS A PERSON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDING) FROM A MINIMUM 20-FOOT WIOE, UNOBSTRUCTED DRIVING SURFACE. TO QUALIFY FOR REMOVAL OF THE SPRINKLER REQUIREMENT, DRIVING SURFACES BETWEEN CURBS MUST BE A MINIMUM OF 28 FEET IN WIDTH WHEN PARKING IS ALLOWED ON ONE SIDE OF THE ROADWAY. AND AT LEAST 36 FEET IN WIDTH WHEN PARKING IS PERMITTED ON BOTH SIDES. THE ROAD WIDTH REQUIREMENT APPLIES TO BOTH ON-SITE ACCESS AND ROADS ACCESSING THE SUBDIVISION. STORM DRAINAGE: 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM} MUST ALSO BE SA TISFIEO DURING ENGINEERING ANO FINAL REVIEW. A. DRAINAGE PLANS AND ANAL YS/S SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL. DDES APPROVAL OF THE DRAINAGE ANO ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCT/ON. B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW SHALL BE SHOWN ON THE ENGINEER/NG PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT.· "ALL BU/LO/NG DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS ANO OR/VEWA YS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION ORA WINGS fl--------ON FILE WITH DOES AND/OR THE DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPL/CATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE ORA/NS MUST BE CONSTRUCTED ANO APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS Tl-IA T ARE OES/GNA TED FOR INDIVIDUAL LOT /NFIL TRA T/ON SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHAU COMPLY WITH THE PLANS ON FILE." 0. STORM WA /[R FACILITIES SHALL BE DESIGNED USING THE KCRTS LEVEL ONE FLOW CONTROL STANDARD. WATER QUALITY FACILITIES SHALL ALSO BE PROV/OED USING THE BASIC WATER QUALITY PROTECTION MENU. THE SIZE OF THE PROPOSED DRAINAGE TRACTS MAY HAVE TO INCREASE TO ACCOMMODATE THE REQUIRED DETENTION VOLUMES AND WATER QUALITY FACILITIES. ALL RUNOFF CONTROL FACILITIES SHALL BE LOCA TEO IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PO/(flONS OF THE DRAINAGE TRACT ARE USED FOR RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.180. E. THE APPLICANT HAS RECEIVED APPROVAL FOR A DRAINAGE ADJUSTMENT APPL/CATION REGARDING THE PROPOSED SHARED FACILITY OE(ENTION POND. THE ADJUSTMENT DECISION IS CONTAINED WITHIN FILE NUMBER L04V0103. DURING FINAL REVIEW OF (HE ENGINEERING PLANS, ALL APPLICABLE CONDITIONS OF THE ADJUSTMENT APPROVALS SHALL BE SATISFIED. F. AS STA TEO IN THE DRAINAGE ADJUSTMENT DECISION, THE DETENTION POND SHALL BE DESIGNED USING THE LEVEL 1 FLOW CONTROL S(ANOARD ANO BASIC WATER QUALITY STANDARDS ARE REQUIRED FOR DESIGN OF THE DRAINAGE FACILITY. IF A WET POND FACILITY IS PROVIDED FOR WATER QUALITY. THE DESIGN SHALL COMPLY WITH THE 3: 1 FLOW LENGTH RA TIO AS OUTLINED ON PAGE 6-72 IN THE DRAINAGE MANUAL. G. AS REQUIRE[) BY SPECIAL REQUIREMENT NO. 2 IN THE DRAINAGE MANUAL, THE 100-YEAR FLOODPLAIN BOUNDARIES FOR THE ONSITE WE/LANDS SHALL BE SHOWN ON THE FINAL ENGINEER/NC PLANS ANO RECORDED PLAT. ACCESS/ROADS: 8. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) INCL/JD/NG THE FOLLOWING REQUIREMENTS: ~.--.*. A. OUR/NG PRELIMINARY REVIEW THE APPLICANT SUBMITTED A ROAD VARIANCE APPL/CATION (FILE NO. L06V0042), REGARDING THE SAG VERTICAL CURVE AND SUBSTANDARD STOPPING SIGHT DISTANCE ALONG THE PLAT FRONTAGE. IN RESPONSE TO THE VARIANCE APPL/CAT/ON, THE KING COUNTY ROAD ENGINEER PROVIDED A DECISION LETTER DATED JUNE 20, 2006 WHICH APPROVED THE VARIANCE BASED UPON REQUIRED /LLUMINA TION FOR THE SAG CURVE ON 148TH A VE SE. THE FINAL ROAD /MPROVEMENIS ANO DESIGN PLANS FOR THE PROJECT SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CONDITIONS OF APPROVAL AS STA TEO IN THE VARIANCE DECISION. B. 148TH A VENUE SE SHALL BE IMPROVED ALONG THE FRONTAGE AS AN URBAN COLLECTOR ARTERIAL INCLUDING ALL DESIGN CRITERIA FROM THE ROAD VARIANCE DECISION. IN ACCORDANCE WITH KCRS 2.02, THE CURB LOCATION SHALL BE DESIGNED AT 22-FEET FROM THE ROAD CROWN TO PROV/OE FULL WIDTH TRAVEL LANES ANO A BIKE LANE. THE PRELIMINARY DESIGN PLAN FOR ROSEMONT£ SHOWS ROAD GRADING EXTENDING OUTS/OE THE RIGHT-OF-WAY ON THE EAST SIDE OF 148TH A VE SE. OUR/NG FINAL ENGINEERING REVIEW. THE APPLICANT SHALL ACQUIRE EASEMENTS FOR ANY PROPOSED CONSTRUCTION ON PRIVATE PROPERTY OR PROV/OE AN ALTERNATIVE DESIGN WHICH IS ACCEPTABLE TO KING COUNTY FOR ROAD CONSTRUCTION WITHIN THE EXISTING RIGHT-OF-WAY. IF DESIRED BY THE APPLICANT. THE ROAD FRONTAGE IMPROVEMENTS FOR ROSEMONTE MAY BE SATISFIED BY DEVELOPMENT OF THE EAST RENTON PLAT. C. THE PROPOSED LOOP ROAD WITHIN THE SUBDIVISION (SE 118TH ST.) SHALL BE IMPROVED AS AN URBAN SUBACCESS STREET. 0. TRACT A SHALL BE IMPROVED AS A PR/VA TE JOINT USE ORIVEWA Y SERVING A MAXIMUM OF TWO LOTS. THE SERVING LOTS SHALL HA VE UNO/VIDEO OWNERSHIP OF THE TRACT AND BE RESPONSIBLE FOR ITS MAINTENANCE. AS SPECIFIED IN KCRS 3.01C, IMPROVEMENTS SHALL INCLUDE AN 18 FOOT PAVED SURFACE ANO A MINIMUM TRACT WIDTH OF 20 FEET. DRAINAGE CONTROL SHALL INCLUDE A CURB OR THICKENED EDGE ON ONE SIDE. £. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS ANO SHALL COMPLY WITH SECTION 5. 03 OF THE KCRS. F. STREET /LLUMINA T/ON SHALL BE PROVIDED ALONG THE PLAT FRONTAGE FOR ARTERIAL STREETS IN ACCORDANCE WITH KCRS 5.05. G. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECTION 4.0/F, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIDENING EXISTING ASPHALT, UNLESS OTHERWISE ALLOWED BY KING COUNTY. H. 148TH A VE SE IS CLASSIFIED AN ARTERIAL STREET WHICH MAY REQUIRE DESIGNS FOR BUS ZONES AND nJRN OUTS. AS SPECIFIED IN KCRS 2.16, THE DESIGNER SHALL CONTACT METRO ANO THE LOCAL SCHOOL DISTRICT TO DETERMINE SPECIFIC REQUIREMENTS. /. MOO/FICA TIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS 1. 08. 9. ALL UTILITIES WI/HIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLA T RECORD/NC. 10. THE PLAT PLAN FOR ROSEMONTE SHOWS A RETAINING WALL ASSOC/A TED WITH 145TH A VE SE WHICH EXTENDS INTO THE BSBL FOR THE WETLAND BUFFER. OUR/NG ENGINEERING REVIEW FOR EAST RENTON, A REV/SEO ROAD ALIGNMENT AND GRADING PLAN SHALL BE PROV/OED WHICH OEMONSTRA TES THAT ROAD CONSTRUCTION WITHIN ROSEMONTE WILL COMPLY WITH APPLICABLE SENSITIVE AREA CODES. THE REV/SEO ROAD DESIGN ANO GRADING PLAN MAY RESULT IN MOD/FICA TION OR LOSS OF LOTS AS SHOWN ON THE PRELIMINARY PLAT. ALTERNATIVELY, THE APPLICANT MAY SEEK APPROVAL TO USE BUFFER AVERAGING AS A MEANS TO REVISE THE LOCATION OF THE BUFFER ANO BSLB TO ACHIEVE CODE COMPLIANCE. 11. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH A VE SE FROM THOSE LOTS WHICH ABUT IT. A NOTE TO THIS EFFECT SHALL APPEAR ON THE ENGINEERING PLANS ANO THE FINAL PLAT. 12. OFF-SITE ACCESS TO THE SUBDIVISION SHALL BE OVER A FULL-WIDTH, DEDICATED ANO IMPROVED ROAD WHICH HAS BEEN ACCEPTED BY KING COUNTY FOR MAINTENANCE. IF THE PROPOSED ACCESS ROAD HAS NOT BEEN ACCEPTED BY KING COUNTY AT THE TIME OF RECORDING, THEN SAID ROAD SHALL BE FULLY BONDED BY THE APPLICANT OF THIS SUBDIVISION. 13. THE APPLICANT SHALL PROV/OE A SAFE WALKING ACCESS TO APOLLO ELEMENTARY SCHOOL WITH URBAN IMPROVEMENTS ALONG THE WEST SIDE OF 148TH AVE NE TO THE EXIST/NC CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. THIS IMPROVEMENT INCLUDES URBAN FRONTAGE IMPROVEMENTS ALONG PROPERTY FRONTAGE OF THE PLAT OF EAST RENTON, NORTH OF SE 119TH STREET, AS WELL AS URBAN IMPROVEMENTS ALONG FRONTAGE OF ROSEMONTE AND URBAN IMPROVEMENTS NORTH TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. IN THE EVENT IT IS NOT PRACTICAL TO CONSTRUCT URBAN IMPROVEMENTS ON THE WEST SIDE OF 148TH A VENUE SOUTHEAST EXTENDING TO THE EXISTING CROSSWALK, A NEW CROSSWALK MAY BE ESTABLISHED SOUTH OF SOUTHEAST 117TH STREET ANO A SAFE WALKWAY PROV/OED ON THE EAST SIDE OF 148TH A VENUE SOUTHEAST FROM THE NEW CROSSWALK TO THE NORTH SIDE OF SOUTHEAST 117TH STREET. THIS ALTERNATIVE MAY USE A GRADED SURFACE ON THE EAST SIDE OF 148TH AVE SE TO ENSURE THAT SCHOOL-AGE PEDESTRIANS ARE PROVIDED AN ACCEPTABLE-WIDTH WALKWAY SURFACE BEHIND THE CURB/NC. THE WALKWAY SHALL BE DESIGNED TO THE SATISFACTION OF THE SCHOOL DISTRICT ANO DOES. 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, MIT/GA llQN//MPACT FEES: ALL IN SEC. 14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MIT/GA TION PAYMENT SYSTEM (MPS), BY PA YING THE REQUIRED MPS FEE ANO AOM/N/STRA T/ON FEE AS DETERMINED BY THE APPLICABLE FEE ORO/NANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT THE FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BU/LO/NG PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPL/CATION ANO A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS. "ALL FEES REQUIRED BY KING COUNTY CODE 14. 75, MIT/GA T/ON PAYMENT SYSTEM (MPS), HA VE BEEN PAID." IF THE SECOND OPTION 15 CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DA TE OF BU/LO/NG PERMIT APPL/CAT/ON. 15. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 2/A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED ANO COLLECTED IMMEDIATELY PRIOR TO THE RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE: OF THE ASSESSED FEE SHAU BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT ANO SHALL BE COLLECTED PRIOR TO BU/LO/NG PERMIT ISSUANCE. WETZ.ANDS: 16. PRELIMINARY PLAT REVIEW HAS IDENTIFIED SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT AS LISTED BELOW. ALL OTHER APPLICABLE REQUIREMENTS FROM K.C.C. 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT. A. THE CLASS 2 WETLAND SHALL HA VE A MINIMUM 50-FOOT BUFFER OF UNO/SnJRBEO VEGETA T/ON AS MEASURED FROM THE WETLAND EDGE. B. SENSITIVE AREA TRACT(S) SHALL BE USED TO DELINEATE ANO PROTECT SENSITIVE AREAS AND BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBDIVISIONS ANO SHALL BE RECORDED ON ALL DOCUMENTS OF TITLE OF RECORD FOR ALL AFFECTED LOIS. C. BUFFER WIDTH AVERAGING MAY BE ALLOWED BY KING COUNTY IF IT WILL PROV/OE ADDITIONAL PROTECTION TO THE WETLAND/STREAM OR ENHANCE THERE FUNCTIONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE ODES NOT DECREASE. IN NO AREA SHALL THE BUFFER BE LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MIT/GA TION PLAN WILL BE REQUIRED FOR THE REMAINING ON-SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING ENGINEERING REVIEW. 0. A 75-FOOT BSBL SHALL BE ESTABLISHED FROM THE EDGE OF BUFFER ANO/OR THE SENSITIVE AREAS TRACT(S) AND SHOWN ON ALL AFFECTED LOTS. E. TO ENSURE LONG TERM PROTECTION OF THE SENSITIVE AREAS A SPLIT-RA/LEO FENCE OF NO MORE THAN 4 FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SENSITIVE AREA TRACT BOUNDARIES IN THE AREA or PROPOSED LOTS. SENSITIVE AREA SIGNS SHALL BE ATTACHED TO THE FENCE AT NO LESS THAN 100 FOOT INTERVALS. F. IF AL TERA TIONS OF STREAMS AND/OR WETLANDS ARE APPROVED IN CONFORMANCE WITH K.C.C. 21A.24, THEN A DETAILED PLAN TO MIT/CATE FOR IMPACTS FROM THAT ALTERATION WILL BE REQUIRED TO BE REVIEWED AND APPROVED ALONG WITH THE PLAT ENGINEERING PLANS. A PERFORMANCE BOND OR OTHER FINANCIAL GUARANTEE WILL BE REQUIRED AT THE TIME OF PLAN APPROVAL TO GUARANTEE Tl-IA T THE MIT/GA T/ON MEASURES ARE INSTALLED ACCORDING TO THE PLAN. ONCE THE MIT/GA TION WORK IS COMPLETED TO A DOES SENIOR ECOLOCtsrs SATISFACTION, THE PERFORMANCE BONO MA y BE REPLACED BY A MAINTENANCE BONO FOR THE REMAINDER OF THE FIVE-YEAR MONITORING PERIOD TO GUARANTEE THE SUCCESS OF THE MIT/GA TION. THE APPLICANT SHALL BE RESPONSIBLE FOR THE /NSTALLA T/ON, MAINTENANCE ANO MONITORING OF ANY APPROVED MIT/GA TION. THE MIT/GA TION PLAN MUST BE INSTALLED PRIOR TO FINAL INSPECTION OF THE PLAT. G. PRIOR TO COMMENCING CONSTRUCT/ON ACTIVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TRACT(S) IN A HIGHLY VISIBLE MANNER, ANO THESE AREAS MUST REMAIN 50 MARKED UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED. H. DURING ENGINEERING PLAT REVIEW THE APPLICANT SHALL PROV/OE A WETLAND HYDROLOGY ANAL YS/S TO DEMONSTRATE HOW THE WETLAND HYDROLOGY WILL BE MAINTAINED POST-CONSTRUCTION. I. DETENTION OUT-FALL STRUCnJRES MAYBE PERMITTED WITHIN THE WETLAND/STREAM BUFFERS. HOWEVER, STRUCnJRES SHALL BE LOCATED IN THE OUTER EDGE OF THE BUFFER, IF POSSIBLE. ALL BUFFER IMPACTS SHALL BE MIT/GA TEO. 17. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STA TE ANO/OR FEDERAL PERMITS OR APPROVALS. IT IS THE APPL/CANrs RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE. 18. OUR/NG ENGINEERING REVIEW, THE PLAN SET SHALL BE ROUTED TO THE SENSITIVE AREAS GROUP TO DETERMINE IF THE ABOVE CONOlnONS HA VE BEEN MET. GEO TECHNICAL: 19. THE APPLICANT SHALL DELINEATE ALL ON-SITE EROSION HAZARD AREAS ON THE FINAL ENGINEERING PLANS (EROSION HAZARD AREAS ARE DEFINED IN KCC 21A.06.415). THE DELINEATION OF SUCH AREAS SHALL BE APPROVED BY A DOES GEOLOGIST. THE REQUIREMENTS FOUND IN KCC 2/A.24.220 CONCERNING EROSION HAZARD AREAS SHALL BE MET, INCLUDING SEASONAL RESTRICTIONS ON CLEARING AND GRADING ACTIVITIES. 20. THE GEOTECHNICAL WORK FOR THIS PROJECT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH RECOMMENDA T/ONS PRESENTED IN THE GEOTECHNICAL ENGINEERING REPORT DA TED APRIL 23, 2003 BY ASSOC/A TED EARTH SCIENCES, INC. A. 5TRUCnJRAL FILL PLACEMENT SHALL BE CONTINUOUSLY MONITORED AND APPROVED IN WRlnNG BY THE PROJECT GEOTECHNICAL ENGINEER OR ENGINEERING GEOLOGIST. B. AFTER EXCAVATION AND PRIOR TO STRUCTURAL FILL OR FOUNOA TION PLACEMENT, ALL BEARING SOILS SHALL BE INSPECTED ANO APPROVED IN WRITING BY AN EXPERIENCED GEOTECHNICAL ENGINEER OR ENGINEERING GEOLOGIST. C. STRUCnJRAL FILL PLACED FOR IMPROVED AREAS SUCH AS PAVEMENTS OR FLOOR SLABS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM ORY DENSITY BY ASTM TEST DESIGNATION D-1557 (MODIFIED PROCTOR) OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER OR ENGINEER/NG GEOLOGIST. 0. ALL PILE FOUNDATION INSTALLATIONS SHALL BE CONT/NUOUSL Y MONITORED BY A REC/STEREO GEO TECHNICAL ENGINEER OR A LICENSED ENGINEERING GEOLOGIST FOR COMPLIANCE WITH AN APPROVED PLAN ANO THE GEOTECHNICAL REPORT. COMPLIANCE ANO APPROVAL OF THE PILE FOUNOA T/ON INSTALLA T/ON SHALL BE DOCUMENTED IN A REPORT TO THE KING COUNTY SITE OR BU/LO/NG INSPECTOR. E. THE LOCATION AND HEIGHT OF ANY PROPOSED ROCKER/ES OR RETAINING WALLS SHALL BE SHOWN ON THE ENGINEER/NG PLANS. F. ANY CREATED FILL SLOPE THAT IS 40 PERCENT OR STEEPER AND 10 FEET OR GREATER IN VERTICAL HEIGHT SHALL BE SUBJECT TO A 50-FOOT WIDE BUFFER PLUS A 75-FOOT WIDE SETBACK AREA FROM ITS TOP, TOE ANO S/0£5. THIS BUFFER MAY BE REDUCED TO 10 FEET WITH A SA T/SFACTORY EVALUA T/ON BY A REG/STEREO GEOTECHNICAL ENGINEER OR LICENSED ENGINEERING GEOLOGIST. G, THE APPLICANT SHALL DELINEATE ALL ON-SITE EROSION HAZARD AREAS ON THE FINAL ENGINEERING PLANS (EROSION HAZARD AREAS ARE DEFINED IN KCC 21A.06.415). THE DELINEATION OF SUCH AREAS SHALL BE APPROVED BY A DOES GEOLOGIST. THE REQUIREMENTS FOUND IN KCC 21A.24.220 CONCERNING EROSION HAZARD AREAS SHALL 8£ MET, INCLUDING SEASONAL RESTRICTIONS ON CLEARING ANO GRADING ACTIVITIES. SENSlllVE AREA; 21. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN ANO RECORDED PLAT: RESTRICTIONS FOR SENSITIVE AREA TRACTS ANO SENSITIVE AREAS AND BUFFERS OED/CAT/ON OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA ANO BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY ANO WELFARE, INCLUDING CONTROL OF SURFACE WATER ANO EROSION, MAINTENANCE OF SLOPE STABILITY, ANO PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA ANO BUFFER IMPOSES UPON ALL PRESENT ANO FUnJRE OWNERS ANO OCCUPIERS OF THE LANO SUBJECT TO THE TRACT/SENSITIVE AREA ANO BUFFER THE OBLIGA T/ON, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY. TO LEA VE UNDISTURBED ALL TREES AND OTHER VEGETA T/ON WITHIN THE TRACT/SENSITIVE AREA ANO BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROV/OED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA ANO BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SA T/SFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA ANO BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNOA TIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROV/OED BY LAW. RECREA nQNAL AREA: 22. THE PLAT DESIGN SHALL BE REV/SEO TO PROVIDE THE MINIMUM SUITABLE RECREA T/ON SPACE CONSISTENT WITH THE REQUIREMENTS OF K.C.C. 2/A.14.180 ANO K.C.C. 21A. 14.190 (I.E., MINIMUM AREA, AS WELL AS, SPORT COURT[SJ. CHILORE:N'S PLAY EQUIPMENT, PICNIC TABLE{SJ BENCHES, ETC.), AS SHOWN ON HEARING EXH. NO. 26. A. A DETAILED RECREATION SPACE PLAN (I.E., LOCATION, AREA CALCULA T/ONS, DIMENSIONS. LANDSCAPE SPECS. EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW ANO APPROVAL BY DDES PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF ENGINEERING PLA IS. B. A PERFORMANCE BOND FOR RECREA T/ON SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. C. MOO/FY THE PLAT, AS NEEDED TO COMPLY WITH KCC 2/A.14.180.F, AS SHOWN IN HEARING EXH. NO. 26 FOR THE PLAT OF EAST RENTON (DOES FILE NO. L02P0005). 10bm1l'P. 23 N., RGE. 5 E., W.M. 23. A HOMEOWNERS' ASSOC/A TION OR OTHER WORKABLE ORGANIZA T/ON SHALL BE ESTABLISHED TO THE SA TISFACT/ON OF ODES WHICH PROVIDES FOR THE OWNERSHIP ANO CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S), WHICH COMBINE USAGE OF THE RECREATION AREA OF THE PLAT OF EAST RENTON (DOES FILE NO. L02P0005} ANO THIS PLAT, AS SHOWN IN HEARING EXH. NO. 26 FOR THE PLAT OF EAST RENTON. 24. STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 ANO K.C.C. 2/A.16.050): A. TREES SHALL BE PLANTED AT A RA TE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMOOA TE SIGHT DISTANCE REQUIREMENTS FOR ORIVEWA YS ANO INTERSECTIONS. B. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTA T/ON DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCA TEO WITHIN THE RIGHT-OF-WAY. THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE. 0. THE TREES SHAU BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOC/AT/ON OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP ANO MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED WITHIN THE RIGHT-OF-WAY. ANO SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES. GUM, ANY FRUIT-BEARING TREES. OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHAU SUBMIT A STREET TREE PLAN AND BONO QUANTITY SHEET FOR REVIEW ANO APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL. G. THE APPLICANT SHAU CONTACT METRO SERVICE PLANNING AT (206) 684-1622 TO DETERMINE IF 148TH AVE SE IS ON A BUS ROUTE. IF 148TH A VE SE IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED ANO INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET mEEs MUST BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BONO MUST BE SUBMITTED OR THE PERFORMANCE BONO REPLACED WITH A MAINTENANCE BONO, ANO HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BONO MAY BE RELEASED AFTER ODES HAS COMPLETED A SECOND INSPECTION ANO DETERMINED THAT THE TREES HA VE BEEN KEPT HEAL THY AND THRIVING. I. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON THE CURRENT COUNTY FEES. 25. THE ENGINEERING PLANS FOR THIS PROJECT SHAU IDENTIFY THE LOCA T/ON OF ANY WELLS ON THE SITE ANO PROV/OE NOTES WHICH ADDRESS THE REQUIREMENTS FOR THE CONTRACTOR TO ABANDON THE WELL(S) PURSUANT TO REQUIREMENTS OUTLINED IN THE WASHINGTON ADMINISTRA nVE CODE (WAC 173-160). SEPA: 26. THE FOLLOWING HA VE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MIT/GA TE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL. (1.) TO MIT/GA TE THE SIGNIFICANT ADVERSE IMPACT THE PLAT OF ROSEMONTE WILL HA VE ON THE INTERSECTIONS OF SR 900/148TH AVE SE AND SR 900/164TH AVE SE, THE APPLICANT SHALL INSTALL, EITHER INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPMENT PROJECTS IN THIS AREA, THE FOLLOWING IMPROVEMENTS AT THE SR 90D/148TH AVE INTERSECTION: • A mAFFIC SIGNAL, ANO • EASTBOUND ANO WESTBOUND LEFT TURN LANES THE DESIGN FOR THE SR 900/148TH A VE INTERSECTION IMPROVEMENTS SHALL BE APPROVED BY THE WASHINGTON STA TE DEPARTMENT OF TRANSPORTATION (ANO BY KING COUNTY TO THE EXTENT SUCH IMPROVEMENTS ARE LOCA TEO IN COUNTY RIGHT-OF-WAY). IN ADDITION, AT A MINIMUM, THE EXISTING ENTERING SIGHT DISTANCE LOOKING EAST FOR THE NORTH ANO SOUTH LEGS OF THE INTERSECTION (602 FEET ANO 386 FEET. RESPECTIVELY) SHALL NOT BE REDUCED AS PART OF THE INTERSECTION IMPROVEMENTS. OOCUMENTA TION SHALL BE SUBMITTED TO SHOW THIS REQUIREMENT IS MET. ALL CONSTRUCTION WORK ASSOC/A TEO WITH THE INTERSECTION IMPROVEMENTS SHALL BE COMPLETED BETWEEN APRIL 1ST ANO SEPTEMBER 30TH. THIS SEASONAL RESTRICTION SHALL BE CLEARLY SHOWN ON THE FINAL ENGINEERING PLANS. IN LIEU OF THE INSTALLATION OF THE ABOVE-NOTED INTERSECT/ON IMPROVEMENTS PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MAY POST A FINANCIAL GUARANTEE WITH WSOOT W1-IICH ASSURES THE INSTAI.LA TION OF THESE IMPROVEMENTS WITHIN TWO YEARS OF THE RECORDING OF ROSEMONTE. IN THIS EVENT, INTERSECTION IMPROVEMENT DESIGN MUST BE APPROVED BY WSOOT PRIOR TO KING COUNTY APPROVAL OF THE ENGINEERING PLANS FOR ROSEMONTE. IF THE ABOVE-NOTED INTERSECTION IMPROVEMENTS HAVE ALREADY BEEN MADE BY OTHERS PRIOR TO THE RECORDING OF ROSEMONT£, OR A FINANCIAL GUARANTEE HAS BEEN POSTED BY OTHERS WHICH ASSURES THE INSTALLATION OF THESE IMPROVEMENTS, THEN THE APPLICANT FOR ROSEMONTE SHALL PAY A PRO-RA TA SHARE DOLLAR AMOUNT TO THE DEVELOPER WHO HAS MADE THE IMPROVEMENTS OR "BONDED' FOR THE IMPROVEMENTS, IN AN AMOUNT PROPORTIONAL TO THE IMPACTS OF ROSEMONT£. THE PRO-RA TA SHARE DOLLAR AMOUNT TO BE PAID SHALL BE SET BY WSOOT, AND OOCUMENTA T/ON SHALL BE PROVIDED BY THE ROSEMONTE APPLICANT TO THE KING COUNTY LANO USE SERVICES DIVISION TO SHOW THIS PAYMENT HAS BEEN MADE, PRIOR TO FINAL PLAT RECORDING. THE PRO-RA TA DOLLAR AMOUNT TO BE PAIQ SHALL BE BASED ON THE FOLLOWING: • THE FINAL ROSEMONTE LOT COUNT • THE TRIP DISTRIBUTION FOR ROSEMONTE • THE TOTAL TRIPS CONTRIBUTED TO THE INTERSECTION OF SR 900.148TH A VE BY THE PLA T.S OF ASTER PARK (LOOP0024}, STONE RIDGE 9L99P3008), EAST RENTON (L02P0005), SHAMROCK (L02P0014}, ROSEMONTE (AKA IRONWOOD -L03P001B), MARTIN (L05P0019) AND ANY FUnJRE LANO USE APPLICATIONS _5UB¥1TTED TO KING COUNTY FOR WHICH COMPLIANCE WITH THE KING COUNTY INTERSECTION STANDARDS (KCC 14.80} IS REQUIRED AT EITHER THE SR 900/14BTH AVE INTERSECTION, OR THE SR 900/164TH AVE HIGH ACCIDENT LOC:ATION. IN THE EVENT THAT EITHER KING COUNTY OR WSOOT ADOPTS A FORMAL "LATECOMER'S" 'SYSTEM PRIOR TO FINAL PLAT RECORDING, THAT SYSTEM MAY BE FOLLOWED IN LIEU OF THE APPROACH DESCRIBED ABOVE, AT THE DISCRETION OF THE APPLICANT, AS LONG AS AT A MINIMUM THERE IS A FINANCIAL GUARANTEE WHICH ASSURES THE ABOVE-NOTED INTERSECT/ON IMPROVEMENTS WILL BE INSTALLED WITHIN TWO YEARS OF THE DA TE OF RECORDING OF THE PLAT OF ROSEMONT£. [COMPREHENSIVE PLAN POLICY T-303 ANO KING COUNTY CODE 21A.28.060A] (2.) I DOCUMENTATION SHALL BE PROV/OED TO OEMONSTRA TE TO THE SA T/SFACTION OF WSOOT THAT STOPPING SIGHT DISTANCE (360 FEET) IS AVAILABLE ON THE EAST LEG OF THE SR 90D/748TH AVE INTERSECTl,ON. THE INTERSECT/ON SHALL BE MODIFIED BY THE APPLICANT, IF NECESSARY. SO THAT THIS STOPPING SIGHT DISTAN(:E REQUIREMENT IS MET ON THE EAST LEG. IN ADDITION, THE APPLICANT SHALL CLEAR VEGETATION WITHIN THE RIGHT-OF,-WAY ALONG SR 900, EAST OF 148TH A VE., TO MAXIMIZE THE ENTERING SIGHT DISTANCE FOR THE NORTH ANO SOUTH LEGS OF THE INTERSECTION. [COMPREHENSIVE PLAN POLICY T-303 AND KING COUNTY COMPREHENSIVE POLICY TJ.303 AND KING COUNTY CODE 21A.28.060A] ORDERED THIS 10TH DAY OF APRIL, 2007. \ ' ' I l ' \ \ I l \ I KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS. P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completlon Date Approval Dote © 2008 TRIAD ASSOCIATES \.. TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net La11d Developmenl Co11sulLar1Ls ~ :a: 0 ~ ....i .... Cl) ~ ~ I() 0 Cl) ~ C) l C: ~ ~ q: ~ ~ ~ ~~ C) C q: :c: bd ~ .,J ...... Ll.. C) :s;: Ct: ffi C) ;e ~ ,q: I ~~ :a: .... :::s .... Cl) :i:: C) C) ;E ),.. >-~ Ct: ~ .... i,...; s -i:: ~ ~~ ~ 0 C) ,q: (.) a: ...... Cl) ~ tl " "' ii, ~ n ~ ~ ~~ ~ it § ~ ~ i5 ~ g 8 (i § " ~ ~ "' "' ~ ~ z ~ i5 0 ~ ~ -"' s= ~ ~ iii! ~ ! ;'.$ 0 z GERALD F. BUCK, AICP PROJECT MANAGER NICK A. Y1NGER, PLS PROJECT SURVEYOR SHERI H. MURA TA. PE PROJECT ENGINEER JEFFREY L COX, ASLA PROJECT LANDSCAPE ARClllTECT FIRST SUBMIITAL DATE: 5/16/08 SCALE: BOR!Z.:N/A VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 3oF10 E (!) ~ ~ ; ).' .... § 0 0 (!) ~ ~ 6" PIPE SLOP£ DRAIN {'£R DETAIL, THIS Sf/E£T CLEAR/NO LIMITS (TYP) INSTALL 2 ROWS QF SILT F£NC£ INSIDE CLtARING LIMITS LIN£ (TYP) +· . 'Y / .... ~ 7' . / / ~;'(t ·nT f" // <<'·.l",V _! r _; "":· . .-.]' -r·· --__ ,.-... ,// ,x,,,,,i, VL A:<t.-./y // '/ ,, /,1 ' . •' / r / " / ------' / ' I, /. 6'x6' RIPRAP PAD -.~ ,' ' + INSTALL ROWS OF SILT F£NC£ I SID£ CLEARING LIMITS UN£ (TYP) \ \ Co V l/) 'i' + ·, I 0 • .\ . / CLEARING LIMITS (TYP) I ' CONSTRUCT TEMPORARY POR OF THE NE 1/ 4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. SEDIMENT BASIN W. 3: 1 SIDES TOP £L. 452. 0 4'x4' BOT £L. 447.5 SURFACE AREA R£QU/R£D=83 SF INSTALL 12' W/0£ 4"-6• THICK STRIP OF 2" GRA V£L OV£R FIL T£R FABRIC AS SHOWN TO PROVIDE ACCESS TO TEMPORARY SEDIMENT BASINS • ROCK-LINED SWALE DOWN 2: 1 SLOPE (TYP) INSTALL 50'-12" TEMPORARY CUL V£RT 0 1.0% ' I ! ' 12":/£ I 463.0 : ' ' ' ' 1-',JAD,iL / f .d6!4 ./ ! PAO EL i .'65 $ , ,"' -~,.e µo'-~"::c:,:' ._ ...... ~== , ROCK-UN£D SWALE ACROSS TACKIF/£R (TYP) E:X. WIRE: FENCE: TO Be RE:MO VE:D MA TCHLJNE 25+50, SEE SHEET 5 INSTALL 1 ROW OF SILT F£NC£ INSIDE CLEARING LIMITS LIN£ 0 'EX. HB \ TO Be RE:MOVE:D E:X. ON£ STORY TO 8£ R£MOVE:D EX WELL TO Be REMO VE:D IN A GGORDANG£ WI TH D04 STANDARDS. MA TCHLJNE 16+50, S€E SHEET 5 l [&iQ EL 50 i .5-l ' I . ... EX 4' CYCLONE: FENCE: i/ . . TO Be Re MO VE:D /t I g ,: ... 11.· ... 11.1·,·,,,,, .. §6(!:,,,,,., ,::~:--· 1, •. ~~~-~--:~~-:~::;:~-~~·-~~!! ... · ............ ,r.~-~-::=.~~-":':.:-:.-::::~:..~=-=--::----51Q:i"' I ...f.'/.' /ROCK CHECK DAM PER/ "\, I I / DETAIL, SH££T 6 (TYP) ,, ' 4EJ 'P1\D EL. !J11.2 i · .... ,,.:C.. ..................................... :;·;;;···;::;o:.;:z..--:;,":;:~ .. .'.'.'.'.:.::Ji12::,::: I .,MP' \ "} """" """ 00 EX. GA TE 1 I PAD El. 512.8 j / 4 7 TO Be RE:MDVE:D r· I I / EX GA Tc , I TO Be R£MOVE:D 1 I I I . '.s.s EX BARB WIRE: FENCE: TO Be R£MOVE:D J()!NT E:XISTING GROUND CONTOUR TYP DISCHAROE TO i. $TASIUZED WATERCOURSE, S£D1M£HT RETENTION rACIUTY OR $TA81UZCD OUTU:T l'ROYIDE Rl'IIAP PAD OIi EQUIVAl.£NT £llEIIGY OISSIP,\TION ' INTERCEPTOR OU(£ INLET AHO ALL SECTIONS MUST BE SECUIIELY fASTt:NED TDGEJHEII WllH GASktTEO WATtlmGffl' F1TllNCS 1 II I , Maintenance Standards 2. The inlet shall not be undercut or bypassed by water. If there are problems, the head wall J shall be appropriately reinforced. No erosion shall occur at the outlet point. If erosion occurs, additional protection shall be added. PIPE SLOPE DRAIN NOT TO SCALE: 5 E., W.M. 'A TCHL/NE 13+00, SEE SHEET 5 ..____,_ __ 0 KEY MAP NOT TO SCALE SCALE: 1" = 40' 20 40 80 I_! I LEGEND 12' WIDE GRA V£L STRIP (TRAmc AREAS) GUAR-GUM TACK/Fl£R j •• :NON=,:,~::~s) 'NI CSIWPP NOTES: ALL POLLUTANTS, INCLUDING WASIE MA T£RIALS AND DE:MOL/TION DEBRIS, THAT OCCUR ONS/IE SHALL 8£ HANDLED AND DISPOSED OF IN A MANNER THAT DOE:S NOT CAUSE: CONTAMINA TIDN OF STORM WA /ER. GOOD HOUSE:KccPING AND PR£VE:NTA T/Vc MEASURES WILL 8£ TAKEN TO ENSURE THAT TH£ SITE: WILL BE KEPT CLEAN, WEIL ORGANIZED, AND FRE:c OF DEBRIS. NO POLLUTION PRODUCTS AR£ TO 8£ STORED ON TH£ S/IE UNLESS A PLAN IS SUBMITTED AND APPROVE:D BY KING COUNTY ODES. A DE:TA1L£D UST OF PE:RSONS SHALL 8£ SUBMITTED TO KING COUNTY DOES PRIOR TO ANY CONSTRUCTION ACTIVITY ON TH£ SIT£ INCLUDING TH£ T£SC SUPERVISOR AND PERSONNEL RESPONSIBLE FDR TH£ PROPER R£FUE:LING OF CONSTRUCTION E:QU!PM£NT AND CONTAINING ANY CONCRE:T£ WASHOUT FACILITY. PORTABLE: SAN/TA TION FACILtnES WILL Be FIRMLY SECURED, R£GULARL Y MAINTAINED, AND EMPTIED WHEN NE:CE:SSARY. SOLID WAST£ WILL 8£ STORED IN SE:CURE:, CLE:ARL Y MARKED CONTAINERS. NOT£: GUAR-GUM BASED TACK/Fl£R SHALL 8£ :1; APPLIED TO ALL NON-TRAFFIC R-0-W AREAS. TH£ J REMAINDER OF TH£ SIT£ OUTSIDE THE R-0-W ~ SHALL BE HYDROS££D£D, AND S150 (STRAW FABRIC) SHALL THEN 8£ PLACED OV£R ALL 2: 1 SLOPES. NO CONSTRUCTION OR SIT£ DISTURBANCE FOR THIS PROJECT MAY BEGIN 8£FOR£ TH£ APPLICANT FIRST OBTAINS A GENERAL PERMIT TO DISCHARGE STORM WA T£R ASSOC/A TED WITH CONSTRUCTION ACTIVITY PERMIT FROM TH£ WASHINGTON STAT£ DEPARTMENT OF ECOLOGY. TH£R£ SHALL 8£ NO DIRECT V£HICULAR ACCESS TO OR FROM 148TH AV£ 5£ FROM TH£ LOTS WHICH , ABUT THIS STR££T. SIT£ PR£PARA TION, FILL, £XCAVA TION AND COMPACTION R£COMMENDA TIONS AR£ LOCATED IN TH£ G£0T£CHNICAL ENGINEERING REPORT BY ASSOC/A TED EARTH SC1£NC£S. INC. DA TED 4/24/02 AND 4/23/03 :W.!~ ....... -- £NT/RE SITE IS C0NSID£R£D AN £ROS/ON HAZARD. • SE£ KCC 2/A.24.220 FOR D£V£LOPM£NT STANDARDS.,, CAUTION LOCA T/ON OF EXISTING UTILITIES SHOWN IS APPROX/MAT£ AND MAY NOT 8£ ACCURA T£ OR ALL INCLUS/11£. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD V£R/FY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS 8£FOR£ BEGINNING £XCAVA TION WHERE ANY UNDERGROUND UTILITIES MAY 8£ LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. KING COUNTY D.D.E.S. Revlew Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Dote Approval Date @2008 TRIAD ASSOCIATES "" TRIAD ASSOCIATES - 12112115th Ave. NE Kirkland, WA 98034--6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net ' ' ' L fl 11 d O e \/ e'I O 11 Ille 11 t CO ll S LI It a 11 t SI ' GERALD F. BUCK, AJCP PROJECT MANAGER NICK A, YTNGER, PLS PROJECT SURVEYOR SHERI H, MURATA. PE: PROJECT ENGINEER JEFFREY L. COX AstA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 5/16/08 SCALE: HOBIZ.: 1·=40' VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 4oF10 \ '1; V ,.\ V '.j,, , \ ;, , \w -.------- -.-----·-------~---t ' i + V V + '¥ ··,.,:::, v + ,' V V . -,.,•-~-' ""' 'V,--.. / i /, POR OF THE + 'V ,v, ,,' 0 i i NE 1/4 OF THE SE 1/4 & THE I 1/ /( ' I ! SE 1/4 OF THE NE 1/4, ALL r ' ' ' CB 1 INSTALL 12' WIDE. 4"-6" THICK STRIP OF 2" GRAVEL OVER FILTER FABRIC AS SHO'NN TO PROVIDE ACCESS TO TEMPORARY SEDIMENT BASINS. IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. • • I • ' ' ' I' / V 11 1.••.·11111 1'. , EX:.· CARPORT,\. L l ..IX _coNt I \ II; . I I . ~?jp c:6 [~~5 1 \ Ex, H0,USE 0r-"1 · ···r; 1 ~ 12' IE CPP 458.58 N i \ ; ·' EX.' DECK ~ j , ;\ : .~ I · II j J i 12/· IE CPP 458.58 E ! / : . ~ \ '1: : I .i"' 111)11 I I ' EX CB 7854 Ex .. ssiAH 10.Jo1 LEVEL}: , -1 -P&Twp-r-G "t,ir,i 1 1 ~ To:: 46~44 M 46p.67 / ', ,J E)( WM I I . , 1~ .. IE CPP 45714 N .. (1N c oUT N) : 1 •. r , I I I , : 1a 1E cPP 45114 s TR CHANNEL 451.95 ' I l I I I VIIVI I I I i. . 12" IE CPf 458.14 w , \ EX. 'G, '0~ ~ \ I ~ .-~ t l\1 J\ \ EX CB 7 56 • 0 ! EX -~-· ,I, J \ , WP 459 ,90 i s1c,v1Pl!Jill': ·1mt11,1 . .• . 18" IE CPP 457 25 N . '1 llJI', '.ill.ll, 1:1 -~><~1~>t"~.CPP:f~725 s \\ I J I 'f , ! ~ ..:.E ~iP c:6J~}28~ , .l_ ' / f 12"'. IE CMP·,458.88; E (IN) ~= ... i ,-~::;+-12"{ f~1'.3. 458 8,8 SW (OUT} 1 J°'v I • ii\ ;, --:----ss- 1 .~. · ! •·~.;;~; ~ -~ s~ f t7f H s T ''! lG:;;0 ·~k EX. ''DEAD-END" ii· ! llv,,{"..: ; {: \t1:xce ro3Ti' ·-·· ---. f. , 0~ , .l . jl.' ; , TOP 461. 04 h · . I / 12" IE CONG 458.89 E (IN} j '"'. j / i 12" IE CONG 458.84 NW (OUT} 1:2::_ .: /j:::Ol J s1et1/: i i EX. CB 7857 TYPE II 48" TOP 460.37 11;; t,x .. 11~.· ' 12" IE CPP 456.64 S 12" IE CONG 45737 SW 12" IE CONG 456.64 SE 12" IE CONG 456.64 NE 18" IE CPP 457.07 N °' I I . I , :.1JJr··· I I~ i . "'·I··· I I j /,Ao?/" /8" IE CMP 456.97 W (OUT) 'EX. "ROCKIN HORSE / DANCE BARN" ?I . 1 ·] 1 EX. SDMH 786.3 TYPE II 48" AC) ~T"O"'P"'r';,,4c;;59CC".~6°'B"'.•"""'~~~~~ I \<' . j •.11 j / 24" IE CMP 451.88 NW /2" IE CONG 45.3. 60 E /' . ·.·:1h,jl ... :,,·· .J / 12" IE Cfo'P 454.75 S I p, I. I I I , / 18" IE ,CMP 455.83 ,t ·· (BRICK CONSTRUC/!ON} ; EX. ca, -fBso ,' / , i. TOP,, /471.82 ,..,, / ; /':!" IE CMp. 469.52 N I 12" /lo CMP 469.62 S NOT£: CONSTRUC ,·PERMANENT 1 1 ; DET£NTIO!j,(WA TtR. QUALITY POND · : P£R POND PLAN, SECTIONS AND j 1 .1 DETAILS, SH££TS 5-8. POND SHALL II ~ 1· Blf'UTILIZED FOR SEDIMENT CONTROL , DURING CONSTRUCTION. SURFACE j : .[AREA. R£QUIRED=2521 SF I EX. CUL VE:R[ .... J 12·· "l CMP 481.98 , , TO [ff REMO~E~ .... 1 1 • EX! CUL VERT I <J ! 12" lfCMP 485.57 J.. I JO,BE REMOVED .... s . ,"f EX' CB 7879 .··. 1 1 TOP 483. 99· ' . I 12" IE .CMP 481.99 N. I . • -·+.17'.'.-IE CMP 482)9"5 . -CATCH BASIN' PROTECTION ~ ~---~;---J.--W--l...-LLL..LJ/c_J_L_....J • 0 ! CSWPPP NOTES: KEY MAP NOT TO SCALE SCALE: 1" = 40' 20 40 80 I_! ! LEGEND 12' WIDE GRAVEL STRIP (TRAFFIC AREAS} GUAR-GUM TACKIF/£R {NON-TRAfflC AREAS) ALL POLLUTANTS. INCLUDING WASTE MA TE:RIALS AND DEMOL!nON DEBRIS, THAT OCCUR ONSITE SHALL BE HANDLED ANO DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWA TE:R. GOOD HOUSEKEEP/NC AND PREVENTATIVE MEASURES WILL BE TAKEN TO ENSURE THAT THE SITE: WILL BE KEPT CLEAN, WELL ORGANIZED. AND FREE OF DEBRIS. NO POLLUTION PRODUCTS ARE TO BE STORED ON THE SITE: UNLESS A PLAN IS SUBMITTED AND APPROVED BY KING COUNTY ODES. A DETAILED LIST OF PERSONS SHALL BE SUBMITTED TO KING COUNTY ODES PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SITE: INCLUDING THE TESC SUPERVISOR AND PERSONNEL RESPONSIBLE FOR THE PROPER REFUELING OF CONSTRUCTION EQUIPMENT AND CONTAINING ANY CONCRETE WASHOUT FACILITY. PORTABLE SAN/TA TION FACILITIES WILL BE FIRMLY SECURED, REGULARLY MAINTAINED, ANO EMPTIED WHEN NECESSARY. SOLID WASTE: WILL BE STORED IN SECURE, CLEARLY MARKED CONTAINERS. NOT£: GUAR-GUM BASED TACKIFl£R SHALL 8£ APPLIED TO ALL NON-TRAFFIC R-0-W AREAS. TH£ REMAINDER OF THE SIT£ OUTSIDE TH£ R-0-W SHALL 8£ HYDROS£EDED, AND S150 (STRAW FABRIC) SHALL THEN 8£ PLACED OVER ALL 2: 1 SLOPES. INSTALL PERMANENT CB'S 1, 2, 3, 45, 46, WEST OUTFALL, DISPERSAL TRENCH AND ALL ASSOC/A TED PIPES PER POND PLAN, SECTIONS AND DETAILS, SHEETS 5-8. NO CONSTRUCT10N OR SIT£ DISTURBANCE FOR THIS PROJECT MAY BEGIN BEFORE TH£ APPLICANT FIRST OBTAINS A GENERAL PERMIT TO DISCHARGE STORM WA T£R ASSOC/A TED WITH CONSTRUCT10N ACTIVITY PERMIT FROM THE WASHINGTON STAT£ DEPARTMENT OF ECOLOGY. THERE SHALL 8£ NO DIRECT VEHICULAR ACCESS TO ,j OR FROM 148TH AVES£ FROM THE LOTS WHICH 1Ji r. 4 ABUT THIS STR££. :1 SIT£ PREPARATION, FILL, £XCA VA TION AND COMPACT10N R£COMM£NDA TIONS AR£ LOCATED IN TH£ G£0T£CHNICAL ENGINEER/NG REPORT BY ASSOC/A TED EARTH SCIENCES, INC. DA TED 4/24/02 AND 4/23/03 £NT1R£ SIT£ IS CONSIDERED AN £ROS/ON HAZARD. SE£ KCC 21A.24.220 FOR DEVELOPMENT STANDARDS. CAUTION LOCATION OF EXISTING UTIUTl£S SHO'NN IS APPROX/MAT£ AND MAY NOT 8£ ACCURATE OR ALL INCLUSIVE. IT IS TH£ CONTRACTOR'S R£SPONSIB/UTY TO FIELD VERIFY LOCATION OF UTIUTl£S PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING £XCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY 8£ LOCATED. FAILURE TO DO SO COULD MEAN BEARING SU8STANT1AL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Completlon Date Senior Engineer Completion Date JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Appro,cl Dote Comments: 'I ©2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net Lc1nd Oevelopmenl Co11sult8nts GERALD F. BUCK, AJCP PROJECT IIANAGER NICK A. YINGER, PLS PROJECT SURVEYOR SHERI H. MURATA, PE PROJECT ENGINEER JEFFREY l. COX. ASlA PROJECT LANDSCAPE ARCHITECT FIRST SUBllITl'AL DATE: 5/16/08 SCALE: DORIZ.: 1"=40' VERT.:N/A STAMP NOT VAIID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 5oF10 '----~- POR OF THE NE 1/ 4 OF THE SE 1/4 & NODCE BOAl?O CONSTRUCTION SPEC/RCA TIONS; THE NOTICE BOARD SHALL BE CONSTRUCTED WITH 4'x4'x1/2' PLYWOOD, EXTERIOR GRADE. GOOD SURFACE ONE SIDE. PROFESSIONALLY PREPARED PLA9TIC BOARD OVERLAYS, PERMANENTLY AFFIXED TO THE BOARD ARE PERMISSIBLE. THE NOTICE BOARD SHALL DISPLAY THE /NFORMA TION A9 SHOWN IN Tl-IE FIGURE AND AS SPECIFIED AT THE PRE-CONSTRUCTION MEETING. NOTICE BOARDS MAY BE REUSED BUT THEY MUST BE !;LEAN AND SHOW NO EVIDENCE OF FORMER WORDING. CAPITAL AND LOWERCASE LETTERS. 1. LETTERING !}TYL.£: HEL VET/CA OR SIMILAR STANDARD TYPEFACE 2. LETTERING !l/ZE: TITLE SHOULD BE J' CAPITAL LETTERS (NOTICE OF PROPOSED CONSTRUCTION ACTIVITY). OTHER LETTERS SHOUl BE 2' LETTERS AND THE 'EMERGENCY" TEXT AND PHONE MAY BE 1-1/2" LETTERS. SEE /LLUSTRA TION FOR USE OF CAPITAL AND LOWERCASE LETTERS. J. LETTERING: BLACK (PERMANENT OR SILK-SCREEN) 4. BACKGROUND COLOR: WHITE 5. LOGO: KING COUNTY EMBLEM, IN BLACK D • ~ ; Tl-IE APPLICANT/DEVELOPER SHALL ERECT THE NOTICE BOARD BY SOLIDLY SETTING TWO 4"x4" POSTS 12 TO 24 INCHES INTO Tl-IE GROUND OR STRUCTURALLY ATTACHING IT TO AN EXISTING BUILDING. POST LENGTH SHALL BE AT LEAST 7 FEET ABOVE THE GROUND. TWO 2"x4' DIAGONAL BRACES SHOULD BE NAILED TO Tl-IE INSIDE BACK OF THE POSTS AND STAKED AT Tl-IE GROUND TO PROVIDE STABILITY AGAINST WIND OR SOFT SOIL CONDITIONS IF POSTS ARE LESS THAN 24 INCHES INTO Tl-IE GROUND. THE NOTICE BOARD SHALL BE ATTACHED TO THE POSTS WITH FOUR LAG BOLTS AND WASHERS (3/8-INCH DIAMETER AND 3" LONG). NODCE BOARD LQCAUQN; THE NOTICE BOARD SHALL BE LOCATED: • AT THE MIDPOINT ON Tl-IE SITE STREET FRONTAGE OR AS OTHERWISE DIRECTED BY DOES STAFF TO MAXIMIZE VISIBILITY. • AT A LOCATION 5 FEET INSIDE THE STREET PROPERTY LINE.· A NOTICE BOARD STRUCTURALLY ATTACHED TO AN EXISTING BUILDING SHALL BE EXEMPT FROM SETBACK PROVISIONS. PROVIDED Tl/AT Tl-IE NOTICE BOARD IS LOCATED NOT MORE Tl/AN 5 FEET FROM Tl-IE PROPERTY UNE WITHOUT APPROVAL FROM ODES STAFF. • SO THAT THE TOP OF THE NOTICE BOARD IS BET'NEEN 7 TO 9 FEET ABOVE GRADE. * SO THAT IT 15 TOTALLY VISIBLE TO PEDESTRIANS. MAINTENANCE AND REMOVAL Of NODCE BOARD; THE APPLICANT/DEVELOPER SHALL MAINTAIN THE NOTICE BOARD IN GOOD CONDITION THROUGHOUT THE SITE IMPROVEMENT CONSTRUCTION PERIOD, WHICH /;'HALL EXTEND THROUGH THE TIME OF FINAL CONSTRUCTION APPROVAL BY KING COUNTY DDES OR ITS SUCCESSOR OR JURISDICTION. Tl-IE NOTICE BOARD SHALL BE REMOVED WITHIN 14 DAYS AFTER FINAL CONSTRUCTION APPROVAL. EARLY REMOVAL OF THE NOTICE BOARD MAY RESULT IN ENFORCEMENT ACTIONS AUTIIORIZED UNDER KING COUNTY CODE, TITLE 23 ANO MAY DELAY FINAL CONSTRUCTION APPROVAL. -1-- • ill '):;''» v,_, v,_0;v '.,;,/ h"-'-' '.'\;, '.'\/, • ~ -- (® NOTICE OF PROPOSED CONSTRUCTION ACTIVITY King County Department of Defflopment & Environmental Serwicea 900 Ooksdale Ave. SW Renton, WA 98055-1219 Type of Action: Sile Oevel/Lment Project No: l02P0005 LOJPl}016 Description: Subdivision Construction Projected completion Dote: 12/31/11 Hours of Construction: 7om-\Opm King County; s Conlacl: TIM CHEATUM Phone Number: 206-296-7232 DeV€1opers Conrod: JENNIFER REINER Phone Number: 425-825-1955 TESC Supervisor: MONTE DUNN Phons Number: 425-825-1955 After Bsuiness ho1Jrn for Environmental Saftety Related Emergencies· 1-888-437-4711 11 yoe requlro thi• mo\erla '1 Bcail:<1, aedlo eo, .. \te, or lgr~o pdrit, P'""'" ,alll 206-2~6-6600 (;,;,,Co) ""for tho heorTn~ ,mperied. 20!l-2915-7217 (nY) 1))! 48" ))) l>t:~'0%~ ;;;x;;:»-::: ~ '((:..00 I:< :<, '/, /, / ,, -V.0-::-: 0~ NOTICE OF CONSTRUCTION ACTIVITY SIGN DETAIL 2'x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC -----H . ' MIN. BACKFILL TRENC/1 WITH NA Tl\/£ SOIL OR J 4"-1.5" WASHED GRAVEL NOT TO SCALE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2' MIN. , V. /,. /. /, -POSTS 12" MIN. r-······ 2'x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 1 -... · 1·1· ...................... J. I I • , ' , • , • ' ' • ' • ' • ' • ' • , ' • • , • • , • , , 2 MIN. .. .... · .... · · ............... · · ............................... .. .. .. ................... . .'.' · · 1· ·1.' · · · · .. .. .. .. .' ... · · .... · .... · .-.'J·1 ·. · .. ................................. ............. ' .................. . ................................. CROSS SECTION 2•,4• WOOD POSTS STEEL FENCE POSTS REBAR OR EQUIVALENT. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCES, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. u 0'" 0'-:: THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, 10' STEEL FENCE POSTS 7lfNSAR GS-1 SAFETY Fi!NCE (BRIGHT ORANGE) Oil EQUAL. GALVANIZED WIRE JjQK;_ 1. CUP FENCE TO GAL V. WIRE 2. WIRE FENCE TO STEEL FENCE POST DO NOT ATTACH TO TREES OR OTHER NATIVE \/EGETA TION ORANGE CONSTRUCTION FENCE DETAIL NOT TO SCALE FILTER FENCE NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO A VOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6-INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE}. THE FENCE POSTS SHALL BE SPACED AT A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES W/DE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO Tl-IE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES AfJOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO Tl-IE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTI/ FILTER FABRIC AND CLOSER POST SPACING ARE USED, Tl-IE WIRE MESH SUPPORT FENCE MAY BE ELIM/NA TED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPL YING. 7. Tl-IE TRENCH SHALL BE BACKFILLED WITH 3/4-/NCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HA VE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIA TEL r. OVERFLOW BYPASS TWP. 23 N., RGE. 5 E., W.M. TEMPORARY EROS/ON,/SEQIMENTAUQN CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SED/MENTA TION CONTROL (ESC} PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCA noN OF ROADS, PIPES, RESTRICTORS, CI/ANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCT/ON, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF Tl-IE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCnoN AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SY.STEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SY.STEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTIC/PA TED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. Tl-IE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF 'NEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DA Y.S DURING THE 'NET SEASON OR SEVEN DA Y.S DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.}. 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DA Y.S. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH £JASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA noN SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SY.STEM, 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRAnON SY.STEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR FOR REVIEW. GRATE FRAME OVERFLOW BYPASS EXCESS FABRIC TO l SEEDING NOTES I l. 'r~EDB;: ,:;;:;:: ::N c:::;;c:::R;: ;;~~::N:LL BE EXPOSED DURING GRADING, STOCKPILE TOPSOIL AND RESPREAD IT OVER THE FINISHED SLOPE AND ROLL IT TO PROVIDE A FIRM BASE. B. IF CONSTRUCTION FILLS HA VE LEFT SOIL EXPOSED WITH A LOOSE. ROUGH I OR IRREGULAR SURFACE. TRACK WALK UP SLOPE. C. IF CUTS OR CONSTRUCT/ON EQUIPMENT HA VE LEFT A TIGHTLY COMPACTED l SURFACE, BREAK WIT/-/ CHISEL PLOW OR OTHER SUITABLE EQUIPMENT. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE 'SLOPES (CONTOURED). THE SEEDBED SHOULD BE FIRM WITH A FAIRLY FINE \SURFACE AFTER ROUGHENING. 2. FERTILIZATION -AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS \ADJACENT TO WATER BODIES MUST USE NONPHOSPHOROUS FERnLIZER. 3. 1/YDROSEEDING APPL/CA !IONS WITH APPROVED SEED-MULCH-FERTILIZER MIXTURES /MAY ALSO BE USED. \ 4. SEEDING -APPLY APPROPR/A TE MIXTURE TO THE PREPARED SEEDBED AT A RA TE \OF 120 LBS/ACRE. COVER THE SEED WITH TOPSOIL OR MULCH NO DEEPER THAN ONE-HALF INCH. TEMPORARY EROSION CONTROL SEED MIX PROPORTIONS PERCENT PERCENT BY 'NEIGHT PURITY GERM/NATION CHEWINGS OR RED FESCUE ANNUAL OR PERENNIAL RYE REDTOP OR COLONIAL BENTGRASS WHITE DUTCH CLOVER 40% 40% 10% 10% RECOMMENDED CONSTRUCTION SEQUENCE 1. ATTEND PRE-CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 98 98 92 98 90 90 85 90 3. POST NOTICE OF CONSTRUcnoN ACnVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLANS. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 6. INSTALL PERIMETER PROTECTION (2 ROWS OF SILT FENCE ALONG 'NEST AND NORTH SENSITIVE AREA BOUNDARY LINES) AND ORANGE CONSTRUCnON FENCE. 7, CONSTRUCT TEMPORARY SUMPS, TEMPORARY SEDIMENT BASINS, PERMANENT DETENTION DISCHARGE STRUCTURES AND ASSOC/A TED PIPES. FLOW RESTR/CTOR SHALL NOT BE INSTALLED IN CB 45 UNnL THE DETENnON POND IS NO LONGER IN USE AS A TEMPORARY SEDIMENT CONTROL MEASURE. 8. GRADE AND STABILIZE ROADS PER TEMPORARY SUBGRADE SECTION, THIS SHEET. 9. CONSTRUCT 12' WIDE. 4• -6" THICK GRAVEL STRIP FOR ACCESS TO TEMPORARY SEDIMENT BASINS, AS SHOWN ON PLANS. 10. APPLY GUAR-GUM BASED TACKIFIER TO REMAINDER OF RIGHT OF WAY TO STABILIZE NON-T/?AFFIC AREAS. 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, PIPE SLOPE DRAINS} S/MULTANEOUSL Y WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. GRADE LOTS 9 THROUGH 79 (ON THE WEST SIDE OF 145TH A VENUE SE) FIRST AND STABILIZE BY HYDROSEEDING, HYDROSEED REMAINDER OF SITE (EXCLUDING RIGHT OF WAY AREAS) WHEN GRADING IS COMPLETE. 12. PLACE S150 (STRAW FABRIC) OVER 2: 1 SLOPES TO PROTECT FROM EROSION. 13. MAINTAIN EROSION CONT/?OL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDA !IONS. 14. RELOCATE SURFACE WATER CONTROLS ANO EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWA Y.S IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE 5TABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. GRAmNG NOTES 1. ALL FILLS LOCATED WITHIN THE BUILDING ENVELOPE SHALL BE COMPACTED TO A MINIMUM 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. PREVENT FILTER FROM FALLING INTO STRUCTURE OF 90 PERCENT OF MAXIMUM DENSITY PER U.8.C. 3313.4. OR AS OTHERWISE REQUIRED t,Y Tl-IE GEOTECHNICAL CONSUL TANT TO BE CERnFIED AS "ENGINEERED, STRUCTURAL FILL SUITABLE FOR CONVENTIONAL FOUNDA !IONS AND HAVING ADEQUATE BEARING CAPACITY FOR RESIDENTIAL STRUCTURES". GEOTEXTILE FABRIC 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. FOR SEDIMENT REMOVAL GEOTEXTILE FABRIC FOR SEDIMENT REMOVAL 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRA VIOLET BREAKDOWN, IT SHALL BE REPLACED. 6. WHERE THE SIL/' FENCE BORDERS WETLANDS AREAS, BRIGHT ORANGE FENCING (BEL TON INDUSTRIES STYLE 803. OR EQUIVALENT) SHAU BE USED. DRAINAGE ___..- STRUCTURE FILTERED WATER -1 2' j 1.5' (FIGURE D.4.E OF THE 2005 KCSWDM) Sil T FENCE DETAIL 4' SWALE FLOWI..INE NOT TO SCALE 4' Y' KEY ROCK IN TO SWALE 0.25 MIN. SWALE CROSS SECTION @ ROCK CHECK DAM KEY ROCK INTO SWALE MIN. 0.25' DITCH SLOPE 0 -5% 5 -10% >10% CHECK DAM SPACING 150' 100· 50' 5' NOTE: ROCK SHALL BE 4" MINUS SUMP BEHIND ROCK CHECK DAM QUARRY ROCK. SHALL BE INSPECTED DAILY &: CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1 /2 OF I TS DEPTH. ROCK CHECK DAM CROSS SECTION INTERCEPTOR SWALE AND ROCK CHECK DAM DETAILS NOT TO SCALE JJillE.. RIP-RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE W.S.D.O. T./A.P. W.A. STANDARD SPECIF/CA noNS. RIP-RAP SHALL BE REASONABLY 'NEU GRADED WITH ROCK GRADATION AS FOLLOWS: R=25' MIN ' / INSTALL DRIVEWAY CUL VERT ~~'Seo, ?oo~ 4,yk UNDERLAY WITH I GEOTEXTILE FABRIC 8"'• STORM DRAIN PROTECTION INSERT ISOMETRIC YJEW fryp) AS PER KING COUNTY ROAD STANDARDS, DR/I/EWA Y.S SHALL BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLA noN OF THE CONSTRUCT/ON ENTRANCE TO A VOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. GEOTEXnLE FABRIC STORM DRAIN PROTECTION INSERT SECTION A-A PLAN VIEW A FRAME 100% PASSING 8-INCH SQUARE SIEVE 40%-60% PASSING 6-/NCE SQUARE SIEVE 0-10% PASSING 2-INCE SQUARE SIEVE IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 12' MIN. THICKNESSJ 4• -8" QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CATCH BASIN PROTECTION DETAIL ENE DRAINAGE TUBING. 12" TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294. 2-1 4" DIAMETER DEWA TERING ORIFICE, SCHEDULE 40 STEEL STUB AL TERNA TIVEL Y. METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTA !ION MAINTENANCE STANDARDS ( POLYETIIYLENE CAP (PROVIDE ADEQUATE STRAPPING 18" l CORRUGATED METAL RISER WATERTIGHT COUPLING TACK 'NELD 6' MIN. , 3.5' MIN. L __ -. _ _J I 18' MIN. CONCRETE BASE I 2x RISER DIA. MIN. PLACE AT FUTURE SUBGRADE ELEVATION IF POSSIBLE (FIGURE D.4.G OF THE 2005 KCSWDM) STABILIZED CONSTRUCTION ENTRANCE DETAIL 18" PERMANENT DIA POND INTAKE NOT TO SCALE R/W [ SWALE .. 2% NOT TO SCALE R/W 2%" • 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 1.J _ _J l--2· 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. SEDIMENT RISER DETAIL NOT TO SCALE TEMPORARY SUBGRADE SECTION FOR ONSITE ROADS NOT TO SCALE t\f"T SEASON SPECIAL PROVISIONS 1. THE ALLO'NED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKDED WITI/OUT COVER MEASURE IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWDRKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK O OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STAB/LIZA T/ON ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFS/TE DISCHARGE IS ANTIC/PA TED FOR Tl-IE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFS/TE DISCHARGE IS ANTIC/PA TED FOR THE SPECIFIED DESIGN FLOW. 10. PHASING AND MORE CONSERVATIVE BMP'S MUST BE EVALUATED FOR CONSTRUCnON ACT/VlrY NEAR SURFACE WATERS. 71. ANY RUNOFF GENERATED BY DEWA TERING MAY BE REQUIRED TO DISCHARGE TO Tl-IE SANITARY SE'NER (WITH APPROPRIATE DISCHARGE AUTHORIZA !ION), PORTABLE SAND FILTER SY.STEMS, OR HOLDING TANKS. 72. Tl-IE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTI/LY TO WEEKLY. MAINTENANCE STANDARDS (FOR STABILIZED CONSTRUCUQN ENTRANC(.) 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIF/CA noNS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, Tl/EN ALTERNATE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET S'NEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY S'NEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON-SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROAD WAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. KING COUNTY D.D.E.S. Review Engineer Completion Dote Senior Engineer Completion Dote JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Appcovol Dote Comments: © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES - 12112 115th Ave. NE Kirkland, WA 98034M6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net ' Land De1Jelop111e11t Consultants ~ :.e: C (/) ~ ~ 0 c:: ~ i,... Cl) ~ ~ q: C (/) ~ c:: (/) ~ Q: q: ~ :::! 0 ~ llO ~ 0 ~ ..... '-i,... '. ~ :s: Q: ffi ~ ~~ (.) :.e: i,... ::5 (/) i,... (/)~ ~ ;~ ).. ).. ....J .... ~ Q: s ~~ ~ j:: (.) q: ,q; ~ a; Q: Cl ~ ....... Cl) ~ tl " ili i;; ~ 0 ~ ! s. ~ <o " § .. ;:§ ~ ~ ~ " " ~ @ ,._ ,._ "' "' 1'! I'! z i:i " s ~ ~ "' Ii' la ,;, .. "' .. "' ~ ! s. " d z GERALD F. BUCK. AJCP PROJECT MANAGER NICK A. YINGER. PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 5/16/08 SCALE: HORIZ,:N/A VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED ~ (!J ~ ~ ~ >,.' .... ~ 0 (.) (!J ~ ~ JOB NO. 01-047 SHEET NO. 6oF10 V V ---------:-:.-- " .--· ... CB J: TYPE 11-48" N 512416.1322 /E 1644J04.3119 V V '!(, . ' V WETLAND "F" V TRACfF ·-··-" w ... "• \17 .•. / ...... SEE SHEET .. 10. FOR CROSS SECTION C-C CB -46. TYP£· I-L · · · · · W JAILHOUSE. 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FAILURE TO DO SO COULD MEAN BEARING SUBSTANnAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P .E. DEVELOPMENT ENGINEER Comments: Completion Date Completlon Date Approve! Dote © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112115thAve. NE Kirkland, WA 98034·6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net I Lanci Oe1Jelop111enl Co11sullc111lsl GERALO F. SUCK. AICP PROJECT MANAGER NICK A. l1NGER. PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX. ASlA PROJECT LANDSCAPE ARCHITECT FIRST SUBIII'ITAL DATE: 5/16/08 SCALE: BORIZ.: 1"=20' l'ERl.:N/A STAMP NOT VAIJD UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 7or10 480 470-- 460 GRAVEL ------l'<\CC£:SSROADI_ -----..__.,,... __ =----=--,_.. ~---- 450 --= .. ·-·----.f"----- POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. = -~-- 0.5' SEDIMENT TORAGE TION / / EXISnNG GROUND / ~// / / --------------------./ / / / / / / / ----== - PROPOSED FINISH GRAOE TYP I 480 ! ------_..,; ~I ~I GSi ,........,/~ ........ ......i:-:====-==t=1470 / -----/ / / / / INTERNAL SIOE SLOPES SHALL BE J: 1 BELOW ELEV 455.00 (EXCEPT FOR THE BERM BETWEEN CELLS). --: 460 :---------------------------------------------------------------------------------------------------------+---------------------•450 POND $ECTION A-A PROALE SCALE 1.0' JOIMENT STORAGE :.: 2~ '::'#co:i.TAL 440,-~~~~~~-t-~~~~~~~t--~~~~~~--f---~~~~~~~--;--~~~~~~-+~~~~~~~,---~~~~~~---l--~~~~~~~+--~~~~~-----=::::;::=======----~~~+-----1440 470 450:---····- 440' TRACT F SENSITIVE AREA PROPOSED FINISH GRADE TYP -• TRACT I DETENTION/RECREATION . ····----·-··-···· • • • • +---,••-••• ••••••""""" o,o ow-•-•••••••• POND SECTION 8-8 PROALE SCALE 1"= 20' HORIZONTAL 1"= 5' VERTICAL - ---- 0.5' SEDIMENT STORAGE ·-·"·~·-·· / LOT 86 / / / /! / 460 INTERNAL SIOE SLOPES sAIALL BE J: 1 BELOW ELEV 455.(/0 ~f~ rgiL1:f BERM i 450 430 500 490 480 470 480 450 440 430 4,0 I i I B Ii;' \j; 2 ~ ~ ~ w ------ ? ~ ~ ~ 5eo-'l··· ---- N _..-- fD ---r-1 w ------? ___ .,____ .. ....--: NEW SLOPE FILL KEYWAY AND BENCHES LOW PERMEABILITY STRUCTURAL FILL· 1YP SEE OEOTECHNICAL REPORT HORIZONTAL DISTANCE (FEET} VER11CAL EXAGGERA. TION = 1 x Qvr VASHON RECESSIONAL OUTWASH ~ SILT Qid VASHON LODGMENT Till-LOW PERMEABIUTI VASHON ADVANCE OUWt/ASH • SAND --···-ASSUMED BEARING SOIL-ELEVATION BASED ON EXPLORATION BORINGS lZ APPROXIMATE GROUNDWATER OEPTH AT TIME OF DRILLING ---/ \-~'.~lT;J:r :11~::f~~; iiLP~::~:~§f~1>L 1 (,';..;·r;.:-Pi'" FO!? i~>'f: Rf.'?.\! O:if'"i'i>,f_'.':_lf ,;·f!J.-:() --- B 500 ~ ~ ~ 490 b ~ ~ 0 ~ " ffi 470 ~ -1---1--GEOLOGICCONTACT I ~XPJRES 11/20/011 I '================================== i Associated Earth Sciences, Inc. GEOLOGIC CROSS-SECTION B -B F!GLIRE 1 DATE 1!08 i g l·.--td ~ ~ ~ ROSEMONT-EAST RENTON PROPERTY •~~~~~~~~~~~~~~~~~~~~~~~~~~~~~___;_K=IN=G~C=OU=N=IT~.~W=A=SH=IN=G=T=O=N~~~~~~~~~~~~~~~~~___:P~~~Je~q~N~o~.~~o~40~ro~GB:_ NOTE: POND LINER SHALL BE 60 MIL HOPE TEXTURED LINER WITH 1. O' MINIMUM OF SOIL COVER. INSTALLATION SHOULD BE MONITORED BY THE GEOTECHNICAL ENGINEER AND SHAU CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. CAunoN LOCATION OF EXISTING UTILITIES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DA 'rS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U71LITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Dote Approval Dote ©2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net Lann Develop111e11t Co11sultants ~ === 0 ~ Cl) i,.... Cl) ~ IQ ~ 0 ~ ~ 0 l j:::: tc ,q: ~ (.) 0 ct :g ~ ~ " -..I i,.... •• :s: ct ffi Cl) ~ ~1 Cl) === i,..; :::I 0 ..... Cl)~ ct Cl) 0 (.) ~).. ~ I--. 1-,.. ~ ~s ~~ j:: 0 ~o a.. ,q; a: I--. Cl) ~ .. ~ '-' ii i:: ~ C , ~ C, $ is § it ~ ,! § t ;J u !:i § " >. >. "' "' l'1 ~ z ~ ~ s § ~ "' ; ~ ~ Q ~ ~ ! ~ d z GERAW F. BUCK, AICP PROJECT MANAGER NICK A. 'f1NGER, PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX. ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMl'ITAL DATE: 5/16/08 SCALE: HORIZ.: 1 "=20' VERT.: 1•=5' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. ~ E <., ~ ~ ~ )..' 1-,.. § 0 0 <., ~ ~ 01-047 -------------~ ~ ~ SBEET NO. 8oF10 5 460 "' " <o " POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. JI~ ~ i!: "' "' IQ -i-- I I ~ '---. --. '---. i ! i . EXISTING GROU D _, -I , '----Jr<-. ' I "("" ·•············ i TRACT I -··--·-·--~--.,.,.,. ......... ·············-·-,,.... ..-. ······-·· , ....... ~~7:._~710~/RECREA TION j I / / -:---I 'i --. i '-~ ~ (TYP19 ··I \ ----------t---r:::,..... ····1········ ... .,__;,,.. .. '\ ...... ; .... , .. . I .................. , . ········ . ··---i----··········· . .. ---' . . . . . .. / ;-,/················' 460 't <'i <o 't , I ' PROPOSED FINISH ~ \ I GRADE [TYP) t-1 " -i '",; I ......... . 0 \ ! "'-~ )> 'V X ... .. \I \ TEMPORARY SUMP I'" , ..•................................... ····+····································· ...... 1 ... 67'-30• @ O.f4% r-----r=,~'-\.~==rl ~:~~=i1====:::.::: .. -:: ... t: -::.-::.-:: ... ::: ... ::: ... :: .... :: .. ~Jj=---~J=j ...................... . r-----t--1 , '-I I 214'-30· @ a.ad~ I I ---_ WI TH 2: 1 SIDE SLOPES : / I I I I .. ... ... . . . '... I ,,./ ·,,,-/. I I DWS EL 45:Joo ./ ··-1·- " I I\ _, \./ /\-············ ' ....•............................................ ,. ·············•····· I ---t II ! ' I BB'-30" @ 0, 60% 'l I 77f-Jo .. 1 I 1 "'11 ' .1 I ~·/ /@.2 .. ··I······--------~--........................ . TE i.lPORARY INTAKt 30 IE 449.36 I I 7' Ml/,1. SEPARATION I V'--. ' . I , BETWEEN PIPES . , , i r,,::, 1 TYPE II 48 TOP 455.00 30" IE 447,22 ......... ······· 1···························· 1 ···········------......... + S;~~M D~~;~· r:o P~~~1-=-~:_:-r-v;;; I f ) I I I I C, " " 0, ci ai :;j <o <o "' .. 't 't 't PROFILE SCALE 1 #;,= 40' HORIZONTAi 1 ">= 4' VERTICAL I -ci " 't ! £NS/71VE AREA DETEN710N/RECREA 710N i , ---------+·-·-·1-·····-----·.----t"lrOPOSE:D FINISRT""'_.J GRADE OVER PIPE I II--+--DWS EL 453,00_~ /'----. ! . /\EXISTING 1--~ ' GROUND . . "'·-----··· 1450 >'-' I I I I I . QUARRY ; SPALL LIVE/DEAD EL I 448.50 I -----,-------- I 2J:fii"l @ 8.62% (Af/VERSE SLOPE) ' INTAKE 45A 18 IE 446.!00 ' I 440-···7 . ·-·-. i MA_TTRESS -_ ;..·-·---· , 440 C8 45 TYPE 11-60" I/ I D NOT INSTALL REST/IICTOR SEE DETAIL, SHEET 101 TOP 455.00 ' 18(' IE 448.50 CB 46 TYPE IL I W. JAILHOUSE OPENING PER DETAIL, SHEET 10 !····· . ·-·---. . .... iVP 446"0()""" . " T 1~" IE 441.00 I I ' PROFILE SCALE ' I I 1"= 4u HORlfONTA I ' 1"= 4' VER71CAL i i I ;roRM DffAIN I FROM OU"Tr,FALL ' s ..,. <o OJ "' ,; ci --'t "' "' "' 't 't .., .., POND " aj '" " I ' " ,; 't 't ' I OUTFALi 445.00 <o ci "' 't i ' " ai "' 't +· ··--··· ········· 450 ·+·· -· ·--·-······440 "' 't <'i ,-; <o <o 't 't CAUnoN LOCA 710N OF EXIS71NG U71L/71ES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 710N OF U71L/71ES PRIOR TO PROCEEDING WITH CONSTRUC710N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 710N WHERE ANY UNDERGROUND U71L/71ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN71AL REPAIR COSTS • KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS. P,E, DEVELOPMENT ENGINEER Comments: Completion Dote Completlon Date Approval Dote © 2008 TRIAD ASSOCIATES ~ TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net La11d Developrne11t Co11sultants ' ~ :t 0 ! .... Cl) ~ 0 ~ Q: 0 ~ :s: " ~ :t .... ;~ ~~ Q: ...... Cl) ~ " iii ~ 0 , ! s. ~ ~ " § 0. ~ ,\ Q ~ i g 8 ; § ~ ~ ~ ~ ~ ~ ~ ~ § § ~ ~ 0. ~ ! ::. GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR SHERI H. MURA TA. P£ PROJECT ENGINEER J£FFR£Y L COX. ASLA I() Cl) ~ ~ q: ~ ~ ~ 0 .... ...... Q:: ffi ,q:! .... :::; Cl) c!: ).. ).. ... ~s i:: ~o ,q: PROJECT LANDSCAPE ARCHITECT FIRST SUBMIITAL DATE: 5/16/08 SCALE: HORIZ.: 1"=40' VERT.: 1"=4' STAMP NOT V A1lD UNLESS SIGNED AND DATED ~ (!J ~ ~ ~ >,:' ... § 0 0 (!J ~ :lie: JOB NO. 01-047 SHEET NO. 9oF10 POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M, Wsbdate; 11/1&2G05 Permanent Surface Water Control Pond Sign 48" I 1112" h r' --l This pond is in our care. Stormwater Aunofr is held here a Her storms. It is releo1sed Pond slow!~ or stor!a!d until the next s1otm when II is replaced by incoming flows. This helps prevent downstream flooding and erosion and helps clean the waler. For more lnforrootion or to report 24" littering, vandalism or other problems, call @ King County Department of Natural Resources Facililies Maintenance at 206-296-8100. Deportment u! mru,al Re,ourc~, a~d Pars, Pond Name and Number I,;; / ,,, I/~ /v v~ / / / / _ _s,.,..!._ CF(:b -'. _ _) ,,--~.-C /-y<, __ _) Sign Spacificc1tions: Size: 48" wide by 24" hiyl1 M8!9ric1I .125 min, gauge &lluminum Face· Non relcctive vinyl or 3 coats outdoor enamel (sprayed) Leitering Silk so.:reen Bllamel wrere po:;s1ble; or vinyl letters Fa,,e Colais Biege bacl\gro'Jnd wi1h teel lellers Type Face Helvetica conC:ensed: Title 3": Sub title 1-112": Text 1' Rnrder· Outer border 118'' wir.e, dislance f~om edge: 1/4", ;ill text l-3l4'· from border. Pasts: Pressure treated 4x4, beveled tops 1 -112" higher that s:1J11 face lnslalldlion: Secured to ,~hain link fence if available. Otl1<>rNise install on two 4''x4"prcssuro treate:1 posts moun\1.;d atori grnvel b0d. i11sta;led in 2' -G" concrete filled post • I I l holes {8" rninirnu1:1 dir,.}. Top of sigr1 no h:ghr.Jr than 3 -6" from ground. Use 6 3/S"x 2" hot dii-Jped golvaniLed lag Jolts & Wdc,l1ers :i1acemer1t· Fclce sign 111 dirl:ldior1 of primo3ry vi%al or p;·,ysic81 Bccor.s. i'IDce 01 leasG 6' from perimeter of silo. Do not block c1r,y accG~s road. Do no'. place witili11 6' of structural fac11itic·5. e.g. man~oles. birdcage.sate. DC:U3 ,-,nro-<.,o;iclpu,:~,ic.•I llev. U4-13·21JIJJ 3'-6" (ty, PERMANENT SURFACE WATER CONTROL POND SIGN TRACT F 2'x2'x4' GAB/ON BASKET 18" STANDARD FRAME AND GA TE: STORM DRAINAGE PIPE NOT TO SCALE CB 46 TYPE 1-L W JA/LHOUSE OPENING FLUSH WI TH MATTRESS TOP 446.0 18" 1£ 441.00 12" THICK QUARRY SPALL MATTRESS CB 46 AT POND OUTFALL NOT TO SCALE TRACT/ 4' MIN SECTION C-C NOT TO SCALE PROPOSED FINISH GRADE TYP --- 2'x2'x4' GAB/ON BASKET 12" THICK QUARRY SPALL MATTRESS EXISTING GROUND TYP --- 10' POND STORAGE TABLE AS-DESIGN£D DEAD STORAGE EL. (FT) CELL 1 LIVE/ DEAD INTERFACE 448.50 448.00 446.00 444.00 BOTTOM OF DEAD STORAGE 443.50 CELL 1 LIVE/ OEAD INTERFACE 448.50 448.00 446.00 444.00 BOTTOM OF DEAD STORAGE 443.50 EL. (FT) DESIGN WA TE:R SURFACE 453.00 452.00 450.00 LIVE/ OEAD INTE:RFACE 448.50 15' ACCESS ROAD FIXED BOLLARD TYP 4' REMOVABLE BOLLARD TYP 4' • . . , I I I ' I I ( 11 ',; // I CELL 1 AREA .d AREA. .d VOL. (SF) (SF) (CF) 6,423 6,139 6,281 3,141 4,008 5,074 10,147 2,422 3,215 6,4.JO 2,090 2,256 1,128 UVE: STORAGE AREA .d AREA .d VOL. (SF) (SF) (CF) 28,855 26,350 27,603 27,603 21,588 23,969 47,938 18,080 19,834 29,751 TOTAL 105,292 4' 2,5' J' 1' BOLLARD BARRIER DETAIL 15' lo_.' ,'\'.,% ~ NOT TO SCALE TOP BERM L. 455.00 CELl.2 AREA .d AREA. .d VOL. TOTAL (SF) (SF) (CF) VOL. (CF) 20,845 11,657 10,812 11,235 5,617 7,465 9,139 1B.277 4,800 6,133 12,265 4,251 4,526 2,263 38,422 R£QUIR£D LIV£ VOLUME: 95,86 8 CF 92 CF 2 SF 7 SF PROVIDED LIV£ VOLUME: 105,2 R£QUIR£D WQ VOLUME: 53,31 PROVIDED WQ VOLUME: 59,26 2' OUTI.ET OF TE:£ SECTION SHALL BE SMOOTHED WALL METAL PIPE WITH OUTSIDE DIAMETER 1/4" LESS THAN INSIDE DIAMETE:R OF CONNECTING PIPE STANDARD STE:PS \ PLAN VIEW CB 45, TYPE 1/-60" SCALE: 1" = 2' FRAME, GRATE: & SOLID COVER MARKED DRAIN WITH LOCKING BOLTS. SEE NOTE: 3 &-KCRS DRAWINGS 7-022 ANO 7-023 RIM EL. 455. 00 (MIN.) 453,70 MIN. ···~ ' • i,. .. OVERFLOW FRAM£ GRATE: CIRCUMFERENCE LENGTH 3.5' OVERFLOW FRAME GRATE: PROVIDE 5 8 VERTICAL GAL VAN/ZED STE:£L BARS 4' O.C. IN FRAME CIRCUMFRENCE LENGTH= 3.5' .. ''0-..:Y);v,;:.< ' -"-.~ £LEV. MWS 453.00 2H ASPHALT ,, / Y, ,00,/,(,/;Y'r EMERGENCY OVERFLOW WATER SURFACE 454.00 BOTTOM OF SPILLWAY 453. 50 NOTE:: ROCK-LINE BERM SPILL WA y I AT WIDTH SHO'NN) ON OUTSIDE OF i POND TO THE BASE OF THE BERM. e EMERGENCY SPILLWAY DETAIL NOT TO SCALE 15' "'o~oo~o~c:::f.?&oo9g \ 6" THICKNESS CRUSHED SURFACING, BAS£ COURSE GRAVEL POND ACCESS ROAD (TYP) NOT TO SCALE POND 18" OUTLET TO 18" INLET CB 46 (ADVERSE SLOPE) ., 18" IE 448.50 18" IE 448.50 .. • ., STANDARD STE:PS OR LADDER. SEE KCRS DWG. 2-006 . . BOTTOM OF STRUCTURE EL. 444.50 ----------------,>-L..,,-~---,----~~-------' ' NOTES: 1. METAL PARTS: CORROSION RESISTANT. NON-GALVANIZED PARTS PREFERED. GALVANIZED PIPE PARTS TO HA VE ASPHALT TREATMENT 1. 2. FRAME AND LADDER OR STE:PS OFFSET SO: A. CLEANOUT GA TE: IS VISIBLE FROM TOP 8. CLIMB-DOWN SPACE HAS 2' CLEAR ZONE FROM LADDER C. FRAME IS CLEAR OF CURB 4 . ~ • . ' ... . .. • • ,~ J •• •• -~ ~-~·4 SECTION VIEW CB 45, TYPE //-60" SCALE: 1" = 2' NOT£: -· 18" FLOW RESTRICTOR W/ 8" SHEAR GA T£ SHALL NOT BE INSTALLED IN CB 45 UNnL TH£ DET£NnON POND IS NO LONGER IN US£ AS A TEMPORARY S£D1M£NT CONTROL M£ASUR£. 3. IF METAL OUTI.ET PIPE CONNECTS TO CEMENT CONCRETE: PIPE: OUTI.ET PIPE TO HA VE SMOOTH O,D, EQUAL TO CONCRETE: PIPE I.D. LESS 1/4•. 4. PROVIDE AT LEAST ONE 3"x .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE: WALL. (MAXIMUM 3'-0" VER11CAL SPACING) 5, LOCATE: ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHO'NN. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date Approval Date © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net Lanci Develo11111c11t Co11sulta11ts z ~ &1 ~ "' g GERALD F. BUCK, AICP PROJECT MANAGER NICK A. Y1NGER. PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBldl'I'lAL DATE: 5/16/08 SCALE: HORIZ.: AS SHOWN VER!.: AS SHOWN STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 ---------------~ 5 ~ ~ SHEET NO. 10oF 10 6 i I I i I I J I ( I I -------- I / / ' / I I ,, /I ,,// I I I I I I ' I i i \ I I I \ \ I ' ' I I I --------., -·-l '\ \ \ ' / I I ,· ···' t ,,.-· I ' ' \ \ I \ i I I / c, ' I I \ I ' I I I ' I I \ I I ' I I I ,, ! ""~ -·--. l "··- ' I I I I i I I I I I I I I F'-"'<. I ', L~. / --.... ·-.. _______ ., I Ir I I I \-·-\ I \ i I ' I I I ; ; I \ I I I I I \ \ ' I \. i ! ! ! \ ' ! ! I ; I i // ! \ \ \ ' I / I I ' I I I I I I I I J I I I I I ! I \ \ \ ' \ \ "",. \ \ ' ! I \ ·, ' \ I I \ \ \ ! ' ' I f I ' I I I I I \ ! I ) I I / I I I f ' '',_ ···--- \ \ \ ' \ \ \ I f I f I I I I ' ! \ ·'\ I I I ' \ ' \ \ I \ \ \ I I i / I \ l ( \ \ \ \ \ \ 1 '· \ \ \ \ \ 1 \ + ·y/'·\ + -i;/ + \'*' 'V ( + *' "·c,,~···-·z .. -1\ ,j, '• • \ \ \ I \ \ \ \ \ \ ; \ \ \ \ \ / ' \ i .,.,,.-----+s--s-r--s--s--s-!-- \ J I / ,, \ ; i I /s / \ i i i i ; I \ I fl1_,A' ! I j i J ,-_ I I ----~ ~ ---. I I ! /-., I • --' I f V i i 'V 'V + 'V •V V ''>-$ ! /1 \ ·; ·V y / \ i \,""_,,.,·\ i I I ' I I ' I \ I \ I \ \ I I \ \ ' \ j ,,.-/ \ / / / SITE BOUNDARY/ f, ., ' /+ ' ., I ,. ' I I \ \ \ \ I I I I I ., \ \ ~+ I I ,v/ w ,}',,-.. ~ "'-.• + ~--"'-__ .,/<' + + I I I I I I I I I I I ' ! I I I I I ! / I I I ! I I I I i I ! ! i I I i I I I I I I l I I 1 I I 11 1 I I 1 1 I 1! I I 1 / kb f ·, i / 1 rt,1 I 1 I I I 11 I f \ f I 1/ I I I\ 1 ...) )! ) ) / ,;----/, I ! ! i I I I , I I I i i I i I I I I ; I r+-----~~------ 56 [ I ,_ ,r II Ii ' I I _L ____________ t._- ' I \ \J \ 57 l, \ Ii ' r \ / r--·r----------;•- \ I , ' i \ I ' I I \ \ \ I I ' ' \ ·1 \ I \ \ I i \ \ l 1 \ \ \ I C, \ I I ~ \ \ ! \ \ \ 1 \ ' \ \ \ \ j \ \~ ~~ .\ ! I I j I I ! i \ I I I \ \ I I I I I \ ', i I I I I I \ ' \ \ \ \ \ •,',,.,~·--; 97,./ I I I / I I ' ! ' I I / .;cf 1 / 1' ,,...,,,,-' I j 47 46_ .. --.. --,, --- 43 , I I ·1 J i I I J I {I / ,/ / I I j I I I I I I ', -----·-- ------·-··------- SCALE: 1" -60' 0 30 60 120 '~-' I --------···----- ------ ------ _,,,.-.. .,,,_ ---__ w ___ _ ----- i I I I I I I I I S .E. -120I 1:1_ S t 1 J ·-----I ---i- 1 I I -.. -------+ I I -----·-- I I I ------.J ---·--I I f--- I·--I f --©'20D8'"1R1AD A!jSOCIATES '\. TRIAD ASSOCIATES 12112115thAve. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www .triadassoc.com Land Development CoJ1sultants. I ~ ill I=----------,~ GERRY BUCK, AICP PROJECT MANAGER NICK YINGER, PLS PROJECT SURVEYOR SHERI MURATA. PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: SCALE: HORIZ.: 1 "=60' VERT.:NA FINAL ENGINEERING 5"l'AMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 1 OF1 / / I I % T I ! I / ,, " ' I /1 ' I I I I I I \ I I I I I I I I I I I I I I I I i ii ( I j I I I I \ I I I i I I I I I I I I I I I I ',,,,, ' , .. ) ' I I I ; 1/:r It jCPP 4!.J/.14 N 18" IE1 CPP 457.14 S 12" !Ej CPP 458.14 W f:X. ed. 7856 TQP 4o9.90 I 18" !8 CPP 45'1.25 N 18n t,Z CPP 45f.25 S I I ~-10328 '17~ 'IF; 6 c~5:'~!J8.f8 E (IN} -'r tt·CJ!NC 45f{,88 SW (OUT) I 1 I I I I > I I I I ' i IB ~ • > " i ! f ---~ -:-,.,.:::::: -'"' ,...""'=''-E'rcilmr:r -., --- roP 461.04 I ! I l ' I 12" IE CONC 458.89 E (IN) 12" IE CONG 458.84 NW (OUT) EX CB 7857 TYPE II 48" TOP 460.37 12" IE CPP 456.64 S 12" IE CONG 457,37 5W 12" IE CONG 456.64 S£ 12" IE CONG 456.64 NE 18" IE CPP 457.07 N 18" IE CMP 456.97 W {OUT) ,,i.o'o / I I l l I I / I / I ,/ / I I / I EX CB ?!!._BO I TOP 47182 / 12" JE CMP 469.~·1N , J2"' IE CMP ,,..469:62 S / .,,,, el. CB 7879 ,,,,,,_.~---•. roP 1aJ_9g..""' 12" IE ,c,/p 481.99 N,~_.,,-, ;.2._",,,,1£ CM~.p4!'3,-.W s 0 SCALE: 1" - 30 60 I I -----· -- -' -·l I I I I I 60' 120 I ----~ ----------------· EX CB 8J66 TOP 514.44 EX CB 8J71 ~i-1~-'6k-5W.72" N- 12" /£ CONC 510.78 S 12" IE CONC 510.81 E 12• /£ CONG 511.84 N -1 I I I I I I I I S. E. -l 2_0i Ii_ S 1t-__ L _I -----I r -------- 1 I I I I I ---{-----------1 I r--~ ---·--lt,200!,IRtAD JsoCIATES " TRIAD As s o_c I ATE s 12112115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll !roe www.triadassoc.com l a n d D e \J e I o p m e 11 t C o 11 s u I t a n t s GERRY BUCK, AICP PROJECT MANAGER NICK YINGER, PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITIAL DATE: SCALE: BORIZ.: 1"=60' VKRT.:NA FINAL ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 1 OF1 ,, ; I , I /, , I ! ! ' ! ' I I \ \ ' \ I I \ \ ' \ \ i 18" It 1epp 4b/.14 N f 18" !~CPP 457.14 S l 12" I I CPP 458.14 W 1 EX. af 7856 . . . 12 ·Jf CMP 458,{16 E (IN) "?-" lt'CONC 45ll,88 SW {OUT) ,' ! ! ! I ! ! I ! ,j I I I I I I I . oi/ _,, I '\ f I I I , I I I I I i ;g ~ 1 7 r J I I -;;~-;;;;~ ---- TOP 4111.04 12~ IE CONG 458.89 E' (IN) 12" IE CONG 458,64 NW (OUT) EX. C8 7857 TYPE If 48" TOP 4!;0.J7 12" 1£ CPP 456.64 S 12" IE CONC 457.J7 SW 12" IE CONC 456.64 SE 12" /£ CONC 456.64 NE 18" /£ CPP 457.07 N /8" IE CMP 458.97 W (OUT) I I ,JI / ! l // / ...... , I ,' / "ff.cs~ / TOP 47'.82 1 12" Jt CMP 469.!fo1N "•, -J2" ft CMP 45g_5z S _,, r . :·."-.'/,' ./ --/ ,,.-·----~ ~-,,.------ ,-----~----/ ·-~ ----- --·-------------......,. -- ------------ SCALE: 1" -60' 60 120 \ I --------------- ---------·-- --·--- ' I I I I I _J_ _______ ,. __ ------ \ I :, EX. CB lJJ66 TOP 5~4.44 -- -- EX. CB 8371 TSJ.~13.2:J 12 IE CIJNrr5TfT.77N-- 12" IE: CONC 510.78 S 12" IE CONC 510.81 E I 12" IC CONC 511.64 N 12" IE CONC 51f.5'5 S EX. GRA\.fl --+· 1 I I ---·-i I I I I I I I I -S .E. -120.Ili S_ ~--__L ---------- I I I --t --------..__--.. -~ -1 I EX. CULVERT 12" IE CONG 513. 00 I I r--~ ---·-©"ZOO!MRtAD AJSOCIATES ' TRIAD ASSOCIATES - 12112115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0758 toll free www.triadassoc.com ' ,,, ' ' j• ' • Lanil Oevelopmenl Consul1an1; GERRY BUCK, AICP PROJECT MANAGER NICK VINGER, PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: SCALE: HORlll.: 1 "=60' VIR!.:NA EARLY GRADING ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. _,.-_,_.. "-,._I x ~--x~:_x---·J<H / -1-----, / f I I / I I I ; I I I / I I I I I , / ' ,; I , I / I / I / / // , , , / I I I I I / , / I ,, I ; I I .,,..r f !,..,~-1' ) / / / I I I I I ' ' l I I l I I I I , , I I I I I , I I I / 1 I I I I I I I I ,,, / ,, ; I I I /1 / / ' / I I ' ' ' ' ' ' ' I I ' ' ' I ' \ \ / / ,, / / / " I ,,-" I I ( ) l \,·-··· I a ' ' I r.,. --, I ' i--\ ' 1 I I ', ' I \ ' , I \ ', I / , l \..__ _....,....., __ ~. ___ ,.. 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NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com GERRY BUCI<, AJCP PROJECT MANAGER NICK VINGER, PLS PROJECT SURVEYOR SHERI MURATA PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBIIITl'AL DATE: SCALE: HORIZ.: 1 "=60' VERT.:NA EARLY GRADING ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO, 01-047 SHEET NO. / ! / i ./ ( I ' f i I I / I / I / ,' / / I I / I I ' / ,.,,-·' / I f '' ', \ f / ' ; / I f / f ( f f ' I I ! / \ ,, ,.1 ,, V ·v' , I '\ . ' i I i I / ' ' / / f f / i f •' i ! 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' ,.. ! % '' ~/ 1_,.,...Y·'s0o:'.,'"! / •1 • "'t ,.... 46 r: ~~1 i -, ......... ::::1,'":"":::::·;,~::!:·soli:-:\:c··"':l+k-+'~ ----- '' '·'· \5'f,l21brHsr • \ ''• \ • I .' \. 1· ' ' : \ /;'Ai \ -\-- i 39 ' 40 ' 42 '·. : ' \ :' i '' I ; ...•. ·1· ii -4J -~- 5 E., / / ,, , .. ,-· j I j' ' i: W.M. ! ' ' ~·-.... 0 ' WETLAND BUFFER CALCULATION r-:-i ~ - + + + + + + + + + + + + + + EXl5TINGi lUETLAND TOT AL AREA OF WETLAND 6UFFER REDUCTION, TOTAL AREA OF WETLAND 6UFFER AD,DITION, TOT AL AREA OF WETLAND 6UFFER EN!-4ANCEMENT, 11,866 5F 34,11Jii, 5F SHEET INDEX WLI WL2 WLJ WETLAND BUFFER MIT/GA TION PLAN WETLAND BUFFER ENHANCEMENT PLANTING TYPICAL BUFFER INHANCEMENT PLANTING NOTES & DETAILS = = = = "' SCALE: 1" = 60' 30 60 120 '~' I © 2006 TRIAD ASSOCIATES " TRIAD ASSOCIATES 12112115thAve. NE KirkJand, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land Deve.lo11111ent Consult~11ts GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR RICK A. TOMKINS, PE PROJECT ENGINEER 1,/£1-SHIOU UN, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMIITAL DATE: 2/20 /OB SCALE: HORIZ.: 1 "=60' VERT., STATE OF WASHINGTON REGISTERED NDSCAPE AR_9'111ECT ~·~U--- MEI-SHIOU LIN ERTIFICATE NO. 826 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. WL 1oF3 ~----------------------- POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. TYPICAL I 001 X 40 1 BUFFER ENHANCE TYPICAL LANDSCAPE NOTES: I. ONLY DISTURBED AREAS WITHIN THE BUFFER ENHANCEMENT AREAS ARE TO BE HYDROSEEDED. 2. SPECIAL CARE IS TO BE TAKEN IN AND AROUND EXISTING PLANT !WI TERIAL TO RE!WIIN. PLANT LEGEND 5YMB0L PLANT NAME DECIDUOU5 TREE ACER MACROFl-lYLLUM /SIC:. LEAF MAPLE ~ R<AX,,rus CA;MC,A, ~ A'" 8 CRATAEC:.U5 DOLIG,LASII I DOUC:.LAS f.lAWTl-lORN ® MALLIS FU5CA I WESTERN CRA6AFFLE CONIFEROU5 TREES 51-lRUB5 O." I ' \ ••• I '•,.. ,) 0 ~ @) 0 @ ~ ® @ ~ @ 0 Tl-lUJA FLICATA/ WESTERN RED CEDAR ACER CIRCINATUM/ VINE MAPLE CORNU5 5TOLONIFERA / RED-OSIER DOGWOOD COR'r'LU5 CORNUT A I 1-lAZELNUT LONICERA INVOLUCRATA / SLACK TWINSERRY MAl-lONIA AGlUIFOLIUM / OREC:.ON C:.RAFE OEMLERIA CERA51FORME5 / INDIAN FLUM R05A NUTKANA / NOOTKA ROSE RO&A Fl50CARFA / PEA-FRUIT R05E RISE& LACU5TRE I 5WAMF C:.005ESERRY &ALIX LA51ANDRA I PACIFIC WILLOW &ALIX 51TCl-lEN515 / 51TKA WILLOW 5AMSUCU5 RACEM05A RED ELD6ERRY QTY. 21 21 11 32 21 11 21 32 1&4 1&4 32 21 32 32 32 32 32 51ZE 2 c:.AL 2 c:.AL 2 C:.AL 2 G,AL. OR 18" TO 24" SAREROOT 2 C:.AL. OR 18" TO 24" SAREROOT I C:.AL. CONT. 3' LlvE &TAKES I C:.AL. CONT. I G.AL. CONT. I C:.AL. CONT. I C:.AL. CONT. I C:.AL. CONT. I G.AL. CONT. I G.AL. CONT. 4' TO !':>' LlvE 5T AKES 4' TO S' LlvE 5TAKE5 CUTTING& OR I C:.AL. CONT. COND ITION/COMMENT5 TREE LOCATION& AND &FACING, TO SE FIELD ADJUSTED TO ACCOMMODATE LOCAL MICR051TE CONDITION& " " " " PLANT LOCATION& AND &FACING TO SE FIELD ADJUSTED TO ACCOMMODATE LOCAL MICROSITE CONDITION& " " " " " " " " " " " " " " " " " " " © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com La 11 cl D eve I up 111 e 11 t Co 11 s u It c1 n 1 s ~ ~ ~ "' t: s ~ "' ~ e; 0. ~ ! " ~ d "' GE:RALO F. BUCK, AICP PROJECT MANAGER NICK A. YINGcR. Pl.S PROJECT SURVEYOR RICK A. TOMKINS. PE PROJECT ENGINEER MEI-SHIOU UN, ASLA ~ 0 0 ~ 0 .... " It) 0 0 0 ~ 0 .... ~ L&J :::::! LI.. ).. ... § 0 (.) t:, ~ ~ PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 2/20/08 SCALE: BDRIZ.: 1"=10' Vl!RT.: STATE OF WASHINGTON REGISTERED )..' ... § 0 (.) t:, ~ ~ NDSCAPE AR91-ll1ECT Lt,'~!A,,.-- MEI-SHIOU LIN ERTIFICATE NO. 826 STAMP NOT VAIJD UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. Wl2oF3 POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. NOTE& FARTI All expoeed ground ohall be oeeded or covered immediately upon completion of removal of lnvaolve plant materials and the replanting of proposed plant materla I. Planting of Containers or 6-16 lreeo, ehrubs, and groundcovero may occur after November let. Generally, planting should occur anytime between October ::list and March ::llet to take advantage or bare-root plant material (see Planting opeclflcatlone below). GENERAL SITE CONDITIONS Landecape Contractor ehall give the Project E:cologlet a minimum of ten (l(Z)) daye notice prior to Intention to proceed with construction. No construction work ehall commence until there lo a meeting between the Client, Project Ecologlot, and partlc1pat1ng Landocape Contractor. The approved piano and opeclflcatlono ehall be reviewed to allow parties Involved to underetand the Intent and the specific details related to the construction documents, epec1r1cationo, and site corietraint&. Locations of exieting ulllllleo have been eetabliohed by field survey or obtained from available records and should be considered approximate only, and not neceeearlly complete. It re the oole reeponeibility of the Landscape Contractor to, (I) independently verify the accuracy of utility location• and (2) discover and avoid any utilities within the buffer area not shown which may be affected by Implementation of thlo plan. ouch areas are to be clearly marked In the fi<>ld. The client and the Project Ecologlot eha II resolve any conflicto with the approved enhancement plan prior to etart of construction. Implementation muet be performed In accordance with King County standards, codeo, permit condltlono, and other applicable ordinances and pollcieo. The contractor le reoponoible for obtaining other related or required permit• prior to the otart of construction. A copy of the approved piano, opeciflcatlone, permito, and King Count!:j approvale muot be on oite whenever construction le In progreoe and shall remain on site until project completion. A qualified wetland consultant shall be on elte, ao neceooary, to monitor rnetallatlon and approve minor reviolone to the plan. Topographic elevatlono repreeented on thle plan are baaed upon topographic mape by Triad Aeooclatee. Final elevations may vary depending on olte-speclflc condltlono. It lo the reeponoiblllt!:j of the Landscape Contractor lo verify pre-conetructlon topographic elevation• and tree locations for accuracy. Landecape Contractor ehall notify client Immediately If any modifications to the piano ma!:J be neceeeary due to rnaccuracree of the original ourvey. L,mdocape Contractor oha II be reepons lble ror avoiding disturbance to existing vegetation located outside the limlte of work. Removal of vegetation to remain ehall not occur without prior approval. Areao outside enhancement llmlto that are degraded or accldentall!:J cleared shall be replanted coneiotent with other planting occurring ae a part of thlo contract, at no extra coot to the owner. Plant epecieo and ciuanlltleo to be approved by the Project Ecologrot prior to inotallatlon. An~ living woody plant that lo damaged during plant removal ohall be treated within 24-houro of occurrence. The Project Ecologret shall be notified immediately of incident. UJound shaping treatment ohall be done. UJound ohaplng lncludeo, but lo not limited to, even!~ cutting broken brancheo, exposed rooto and damaged tree bar!<. Immediately after damage occuro. Injured plant• ehall be thorough!~ watered and additional meaeureo ehall be taken, ae appropriate, to aid In plant eurvivability. CLEAR AND GRUB Contractor ehall remove blackberry and other opecified Invasive epeciee by hand, with minimal disturbance to the exiotlng vegetation. Cleared and grubbed vegetation shall be exported from lhe olte. Particular care muet be given to ensure complete removal of tape and roote (to depth of 18") of reed canarygraee plants, and an~ other lnvaelve/exotlc plant species. lnvaolve/exotlc plant epeclee to be removed and treated In the buffer area are, Scot's broom, English ivy, 1-limalayan and evergreen blackberry, reed canar~graee, purple looeestrlfe, hedge bindweed (morning glory), Japanese l<notweed, thletle, and creeping nightshade. FroJect E:cologlot to designate any additional plant species to be removed/treated prior to conotructlon. FART 2 After topeoil placement, any available wood debris material (branchee, limbo) shall be spread around the enhanced buffer area. 5eedo for mixes shall have been harveoted a maximum of one year prior to date of eeed application, and stratified or olherwlee proceeeed to enoure optimal germination rate. FART ::l Project E:colo91ot ohall review plant removal, and seeding prior to plant lnotallatlon, lo confirm that the enhancement plane were properly Implemented. If llemo are to be corrected, a punch liel shall be prepared by owner'• representative and shall be submitted to the Landscape Contractor for completion. FART 4 Landecape Contractor ohall eneure that conetructlon related actlvltleo do not damage orf-eile fealuree or adjacent vegetation. Owner's repreeentatlve ehall be notified Immediately if accidental damage occure ( eee plant replacement requlremente In clearing eectlon). Landocape Contractor ehall enoure that adjacent roado are maintained and clear of ooil and/or other debrle at a II tlmee during construction. Landecape Contractor ohall make hlmoelf aware of and comply with King County codeo regarding street malntenance/cleanlng/trarflc control during conetructlon. EAST RENTON/ROSEMONT£ Wetland Buffer Enhancement/Restoration Notes Date: 02/20/08 FART 5 PLANTING oCl-lEDULE Flanllng ehould occur anytime between October ::list and March ::llet to take advantage of bare-root plant materia I. GENERAL CONDITION& In the enhancement area, the Landocape Contractor oha II remove weedy or exotic lnvaolve opecles (e.g., &cot'e broom, English Ivy, 1-llmalayan and evergreen blackberry, reed canarygraoo, purple loooeetrlfe, hedge bindweed, Japanese l<notweed, Canada thistle, and creeping nightshade) by manual means prior to plant lnotallatlon. Ao directed by Project Ecologlet, native plant epeclee eetabliehed In enhancement areao will be saved and retained throughout the warranty period. Landscape Contractor ehall verify that plant lnetallatlon conditlone are suitable within the enhancement areas. Any unsatiefactory condltlone shall be corrected prior to etart of worl<.. U!'1en condltlone detrimental to plant growth are encountered, euch ae rubble flll, adverse drainage conditions, significant vegetation, or obetructlono, Landecape Contractor ohall notify owner's representative prior to planting. 6eglnnlng of worl<. constitutes acceptance of condltlone ae oatlofactory. Plante lnetalled In undisturbed areao (lnterplantlnge) ehall be Integrated with exioting native vegetation, and planted In a random, naturalietlc pattern. LOCATE/&TAKENERIF:t PLANTING AREAS Landscape Contractor ehall field locate, etake, and verify planting areas and conflguratlono prior to planting. Owner's representative shall review and approve location• prior to planting. APPROVE PLANTING LOCATIONS AND SPACING Plant opaclng for opeclee listed lo to be random (naturallotlc), and not In a regular grid pattern. On-center spacing called out on plant liet Indicates an average spacing dimenelon. For example, rr the plan ca lie for 24" O.C, spacing ohall vary from 18"-::llZl" O.C., with an average opaclng or 24 Inches. FART 1:, PLANT MATERIALS Owner'• representative ehall examine plant material prior to planting. Material not meeting the required opeclflcatlone shall be removed from the olte and replaced with 111<.e material that meeto the required otandarde. Plant material ehall meet the requirements of State and Federal lawo with reepect to plant disease and lnfeetatlone. lnopectlon certificates, required by law, ehall accompany each and every shipment and ohall be oubmitted to FroJect E:cologlet upon Landecape Contractor'• receipt of plant material. Project E:cologret ehall pre-approve In writing any eubstltutlon of plant materlale prior to ordering eubetltutlon plante. Plant materlale shall be locally grown (weetern UJA, weotern OR, or western 6CJ, healthy, buohy, in vigorouo growing condition, and be guaranteed true to elze, name, and variety. If replacement of plant material le neceeoary due to construction damage or plant failure within one year of lnetallation, the slzeo, epecieo, and quantltlee ohall be equal to damaged or unoultable plante, or as Indicated on the plans. Plante shall be nureery grown, well-rooted, of normal growth and habit, and free from disease or lnfeotatlon. Trees aha II have uniform branching, olngle straight trunk.e, (unleee epeclfled ae multl-etemmedJ, and the central leader intact and undamaged. 6alled and burlapped etocl<. ehall have been root-pruned at leaet once within the previous two yeare. Container otocl<. shall be fully rooted but not root-bound. Plant material with damaged root zoneo or broken root balle will not be accepted. Coniferouo treee shall be nuroery grown, full and bushy, with uniform branching and a natural non-eheared form. Orrgrnal central leader muet be healthy and undamaged. Maximum gap between branching ehall not exceed S", and length of top leader ehall not exceed 12". Shrubs shall be a minimum height of 18 lncheo. Native plant cuttlnge ehall be grown and collected In the maritime Pacific Northwest. Cuttlnga ahall be of one-to two-year-old wood, 1/2" dla. mlnlmum. Cuttings shall be a minimum of 4' In length with 4 lateral buds exposed above ground after planting. The top of each cutting ehall be a minimum of I" above a leaf bud, the bottom cut 2" below a bud. The baoal endo of the cuttings shall be cut at a 45 degree angle and marked clearly eo that the rooting end le planted In the eoil. Cutting• must be kept covered and moist during storage and transport, and no cuttTnge ehall be otored more than three daye from date of cutting. Cutting• shall only be used If planting occurs between October ::ll let and April lot. For planting between April lol and October ::llol, rooted cutting• or oapllnge ohall be uoed. VERIFY NUR5ER:t STOCK CONDITION Owner'• representative ohall lnopect plant material at the Job elte, including prevlouol!:J tagged treeo, for compliance with required standards for plant size and quality prior to planting. Thie Includes, but lo not limited to, size and condition of rootballe and rootoyotemo, presence of inoecto, latent lnjurleo and defects. Treeo must be untied and separated for lnopectlono. Client and Project Ecologlet reoerve the right to refuse an!:Jlall plant material any time prior to final acceptance If It le determined that euch material does not meet the epeclflcatlono ao described herein. Rejected material ehall be removed from project elte. VERIFY STORAGE: SITE AND METl-lOD Store plants In the manner neceeeary to accommodate their horticultural reciu1remento. Protect plant material stored on-site from weather damage, conotructlon acllvlty and the public. Ela lied and bur lapped material which cannot be lnotalled Immediately shall be "heeled-In" to keep from dr!:Jlng out prior to planting. Protect rootballs by covering with moist eoll, mulch or sawdust. UJater ae reciulred to keep rootballs moist. Keep plant epeclmene moist (wetland species saturated) and ohaded until the actual time of lnetallatlon. If bare-root plants are specrrred, eoal<. rooto In water one-hour minimum prior to planting. 6efore and after planting, Immediately saturate the soils In the planting area to prevent capillary etreso. 5UB5TITUTIONS oubetltutlone or plant opeclee or olzeo ma!:J be permitted baaed on plant availability, but onl!:J with prior written approval by FroJect E:cologret or owner'e repreoentatlve. 6areroot etocl<. of ec;;iual size to specified container or B-IB plantrn.ie can be substituted for deciduous container or 646 plantings when available between October ::list and March ::list, but only with prior approval b!:J owner'• representative. Evergreen plant material shall be eeedlinge, container, or 646. FART 1 SOIL PREPARATION/AMENDMENTS Trees and shrubs shall be pit planted as shown In detail. Include In the planting bacl<.flll a soil moleture retention agent (polymer) per manuracturer'o epeclflcatlon. SOIL MOISTURE RETENTION AGENT Add hydrated oollMoiet, or approved equal, to the topsoil backfill of all planting plte. Follow manufacturers specifications for dlrectlone for uee and application ratee. FERTILIZER Fertilize woody plantlnge with a elow-releaee (8-monthJ, high nitrogen granular fertilizer (21-::l-1), with application ratee ae epeclfied by manufacturer. Appl!:J fertilizer after planting pit ie backfilled, and prior to application of mulch. MULCl-l In graded areae only, a ::l" la!:Jer of weed-free, organic mulch shall be placed around the base of new tree (::lb" dla. ring) and ehrub plantings (24" dla. ring) for erosion, weed control, and moleture retention. RESEED DloTUF<SED AREAS Landocape Contractor ehall hydrooeed and thoroughly water exposed oolle with the seed mixes opeclfled In the Plant Schedule. I-land seeding following plant rnetallatlon to all exposed ground surfaces. Seed by hand again Immediately prior to construction completion. RESTORE EXISTING NATURAL OR LANDSCAPED AREAS E:xlotlng natural or landscaped areao that are damaged during construction shall be restored to their original condition, unless lmprovemente or modiflcatlone are specified for thooe areae. CLEAN-UP Landscape Contractor ohall be reoponolble for the removal of construction material• and debrlo on the site following lnotallatlon of plant ma terr a le. FART 8 -UJARRANTY Thie warranty shall Include replacement of plants (same size and species ehown on the drawin9eJ that prove either lo be mis localed or unsuitable ae to plant material otandardo. E:xcept for loeo due to exceeslvel!:J severe cllmatologrcal condltlono (eubetantlated by IIZl-year recorded weather charts), Installed plant materials are required lo be guaranteed for one year against defects and unsatlsfaclory growth, except for caeee of neglect by Owner or abuse/damage by othere. Plante replaced ohall be relnltlated under plant guaranlee condltlone. FARTS -FINAL ACCEPTANCE Upon completion of the planting, the Landocape Contractor ohall provide client with a oet of clearl!:J marked prints designating the actual locations and quantities of planting• within the enhanced areao. Landscape Contractor oha II keep a complete oet of pr into at the job site during construction for the purpoee of "red-lining" changes or modlflcatlone to the approved piano and ehall update said Information on a daily baoie. If lteme are to be corrected, a punch liot shall be prepared by owner's repreeentative and submitted to the Landscape Contractor for completion. After punch list Items have been completed, owner's representative ehal\ review the project. for final acceptance of plan Implementation. After acceptance hae been obtained, Landecape Contractor ehall provide ao-bullt drawlnge of planted material. The date of final acceptance ehall conelltute the beginning of the one-!:jear warranty/ maintenance period. FART IIZl -ONE-YE:AR MAINTE:NANCE: Maintenance lo to be provided throughout conetructlon and for one-year following conetructlon beginning at final acceptance. Landscape Contractor shall maintain trees and shrubs as reciu1red to maintain healthy growth and habitat diveroity. Thie may Include reoeltlng planto to proper grade and upright poeltlon, graee and lnvaerve control, and correcting dra lnage problems as reciu1red. During the one-year maintenance period, between May 15 and September 15, hand eeed all previously oeeded areao which ohow bare ground patches larger than ::lb "x::ll:> ". Landscape Contractor ehall be responolble for conelstent and adeciuate water application throughout the growing eeaeon. Landocape Contractor ehall remove ollt fencing (If any) at the end of the ma lntenance period and restore the fence area by hand eeed Ing between April lot and October 15th. all bare areae greater than one equare foot. CEDAR er AKE FIOEYAILINc> I (!J=-f<OOT6ALL ' TI<UNK WIND Fi.AN NOTE, FLtiNT TFi?EES I" H!Gd4ER THAN. DEPTI-I GROILN IN NUls&Ei;rr TFiEE PIT &I-IALL BE NOT LE60 Tl-JAN 2 TIMES l'<OOTI3ALL DIA, WATER TI-IOROI.IGl-lL 'f AFTER PLANTING Al'---CUT ALL TIE8 AND FOLD BACK BURLAP AMD eAeKET FF<OM UPPER 1/3 OP R001aALL. REMOVE Al..L FJ..ASTIC AND 'TWIN!= ----2" DEPTI-I MULCI-I LAYER ---3" I.I.IATEl.:ING 6A51N FINI~ GRADE =:cc----8CARIFr &IDES AND eoTTc::t"I OF PLANTINc> PIT 8PECIFIED PLANTING HI>< AND FERTILIZER FiEcoMPACTED NATIVE SOIL 2X MIN DIA. f<OOT6ALL TYPICAL CONIFEROUS TREE DETAIL NOT TO SCALE 1#74'// CEDAR &TAl<Je PREVAILING, I (!J=-l'<OOTBALL WINO O Tfi11NK PLAN NOTE, FL.ANT ~ES 111 Hl~R THAN DEPTH G~ IN NURSERY TREE PIT &I-IALL NOT eE LE60 THAN (2) TIME:5 ~ 6AL.L DIAMETER 12 C:sA. Wife, TWIST TO TIGHTEN ----CUT ALL TIE& AND FOLD !'!ACK BURLAP FJOOM UPPER 1/3 OF f<OOT BALL. Fii!EMOVE AI-L Fl-A&TIC AND TWINE 2" MULCH LAYER 3" WATER 6A6tN j "i°i~i ·.. Jf-'ric./;.;..+..µJr,:~\•.·•!Jr,i±l-l=l-8CARW'r 61D;~N::::~ -c1 11 · OF PLANTING PIT TO ALLOW 7 I J lj FOi'< f<OOT PENETRATIGN f OPECIFIED PLANTINoo HI>< AND FERTILIZER .Q /// /// . ~~$1ffy---RecoMPACTED NATIVE SOIL 2X MIN DIA f<OOT6ALL TYPICAL DECIDUOUS TREE PLANTING NOT TO SCALE ., .. CUT ALL TIES& AND FOLD !'!ACK au~AF 4 6Aef<::t ~ UFPEFil: 1/3 OF ROOT 6ALL QR ~OVE FLAeTIC CONTAINER , fii:EMOYE ALL 11JJINe Ff<0!'1 Fi.ANTIN<> PIT. ----3 11 uJAiER 6.MIN FINl&I-I c.RADE • ..• Jl]rrf"l±c'---211 MULCH LAYEF'. KceF MLILcH 2'' !=ROM ifa..lNK c+CJnl.l.Ca----&F'=Clr'll=D PLANTING MIX AND FERTILIZER Jeefl'---OCARIF'f OIDES AND eoTToM OF F!.ANTINc> PIT TO ALLO.U FOR f<OOT PENETRATIGN Fe:COMPACTED NATIVE SOfL 6" TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112115th Ave. NE Kirl<land, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com La11ll Deve!u1ime11t Co11Sultants Cl) ~ ::::! <!: ~ 0 ~ ! ~ Cl) ~ Cl) i,... ~ C) 0 :c: l <.!J a: ~ C) i,... ~ " :c: :s ,q: ~ ~ <!: i,... i,... ;E ~ ~ ~~ 0 :c: ~ Q: ~ f5 ...... Cl) It :::) ~ CQ ti i.: GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR RICK A. TOMKINS. PE PROJECT ENGINEER MEI-SH/OU UN, ASLA ~ C) C) ~ C) ...J " Lr, C C C) ~ C) ...J c :c: l&J ::::! LJ.: ).. ""' § 0 (.) <.:, ~ ~ PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 2/20/08 SCALE: HORIZ.: NA VERT.: N/A STATE OF WASHINGTON REGISTERED E <.:, ~ ~ ~ )..' ""' § 0 (.) <.:, ~ ~ NDSCAPE AR~llECT ~·~u- MEI-SHIOU LIN ERTIFICATE NO. 826 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO.WL 3 OF 3 I I I I I / I I ,, I I ' I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \ I I I I I ' \ I \ I J 18N llfCPP 4~/.14 N ! 1B" IE 1CPP 457.14 S f 12· IEj CPP 458.14 W , I f £X. CB 7858 TOP 459.90 I 18" IE CPP 457.25 N 18" I~ CPP 45fl.25 S I i '-c:. CB 1032s ,, . -----'12"'-lf_ CMP 458.~ E (IN) r lt°'<:fjNC 45lf.88 SW (OUT) \ l t 1 .r : ; 'o 'Q ' ~ ? _J _) j /'l;~,lfu!l.., ____ ...... _ .... -- Ex"Tii· lv:rti" -:: .. ~ ----·- X. CULVERT rop 461.04 T2" IE CONC 458.89 E (IN) rr /£ CONC 458.84 NW (OUT) EX. CB 7857 T'rPE II 48" TOP 460.37 12" IE CPP 456.64 S 12" 1£ CONG 457.Jl SW 12" /£ CONC 456.84 5£ 12" /£ CONC 456.64 NE 18" IE CPP 457.07 N f8" IE CMP 456.97 W {OUT} I I j I / 12" IE CMP 499.29 X. CUL\11:RT 2" IE CONC 501.26 0 ---- SCALE: 1" - 30 60 1_1 I I I I I ------ 60' 120 i -----------L ---------- CUL\11:RT IE CPT 506.65 CULVERT IE CONC 510.19 -----i I I I I I I I I _L. ------.. S.E._12Qil:J_ s1i- "---\£~X~C8a\,-;8~J~71,_____ -+ AITT f~ 1ff/2efic· St0:72" N-- 12• IE CONG 510.78 S ---------- 12" IE CONC 510.81 E I I I --t---------·· I I I I I l I r--~ ----\1;)'2001,TRtAEl JsoCIA TES ' TRIAD A s s o_c I AT Es 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com La11d Development Consultants GERRY BUCK, AICP PROJECT MANAGER NICK YINGER, PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITl'AL DATE: SCALE: HORIZ.: 1·=60' l!RT.:NA FINAL ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SBEET NO. 1 oF1 ,, /I I / _./ f • I ' I I ' I I j . , \ \ \ \ \ \ \ \ \ \_ ----'\ ,-. -, \ \ I \ I I ,-- / / \ I I j .. / / ! I i,_. -\ \ I I \ \ \ I j ' / I I I I I I I \ \ \ \ I I I \ .,....,,,,,,. I I I I I I I / I I I ' I I \ \ ,._ ____ ,,,_,./> . \ ' \ \ \ \ \ \ I I I ' 1, ,,.,,,,~ ) '',.~-------- j / / I / \ \ ; •\ j / / SITE BtJUNDAR.Y/ \ \ \ \ \ \ I / \\ \ ,, , i ' i I I I ! I i I I I I I I I I ~/ ;, I j I \ \ I j I I ' , .. 79 I , I J t SITE B 'l .. tlGARY ""\ ', \ I \ I I \ ' \ i l \ \ I/ I / } I I / / I I I I \ I I I \ \ \ \ I .... __ .55,----- ,-- ' I +-----~~----~ ' -------I 56 I \ "r \I Ii I I I _: ____________ t,_- i \ \ I \ \1 \ 57 l, \ I) \ /{ r--~---------7 - \ \ \ \ \ \ \ \ \ 38\ ,' I \ \ \ I \39 \ I I \ \ \ I I \ \ \ \ \ \ \ \ \ ~ N \ \ ' \ \ I I ! I I \ \ I • \ I ,- I I \ \ I I \ I I \ I \ I I I I I I / 42 , I I I :t ,,-,--'/- i j I j I \ \ I I I I I ', i I , f I I \ \ \ \ \ \ j ( 90 / / I / I ---~-~--.,.(----',1, I I I -I 9i/ I f I I i 43 / . '."'.' .. _ .... , .. 1:> I . ·\C: .~: / I I ,j ' I I I I I / ~~f,'6 l l I I I / _, / / ' j ' I I I -_L_ ------- I / SCALE: 1" = 60' 60 I -----·· I I I 120 I -_._ __ ------------_J_ --- --------- -------------- -+ ---1 I I I I I I I I --S .E .. J 20 .. I 1:L. S r1 __ l_ ··---------.. ------ I ,- ~ ------~OW"TRtAf> JsoCIATES \. TRIAD A s s o_c I AT Es 121121150, Ave. NE Kilkland, WA 96034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land Development Consultants GERRY BUCK, AICP PROJECT MANAGER NICK '11NGER PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: SCALE: BORIZ.: 1"=60' VBRT.:NA FINAL ENGINEERING STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 1 OF1 "' 0 " rn z:_ N 0 D w "' > w O' "' " D N z s,: ~ n_ u 'c I N01:rJ6'50"W 40.~5 N16'38'33"£ 31. '2 N60152'51"£ 31. N22!18'52"£ 33.57 N32!11 '50"E 28.Sp N40' 5'57"W 24. If!. NI 7 '00'35"£ 30. 1 '27'30'09"£ 44.81 86t24'28"£ 45.02 15"28'14"£ 8.01 '46'26'34"E 1.1[1 ! N69"02'45"W .41.. .. , 4 .... NO '13'28"W 41.i9 EAST RENTON/ROSEMONTE 0 SCALE: 1" = 100' 60 100 200 EARLY START PLANS N39TJ9'39"E , N59~58"E I I ! I 5t.47' I t I N42'16'00"E ' I i , !j~~'06~~ -.... .. .. l\'·:·"'"'-+---+--;--v-~NB-8-'19'59~-~i?~---0--.,.-1 9.57 N03'34'08"W 38.36 N31'49'28"E 24.86' N36'32'34"E 85.49 N18"22'13"£ 60.57 V + V + V + V vTRACT Fv vSENS/TIVE +AREA, V V v V V ,v '¥ 'V ,j., V '.j/./ --. -. __,,,. '3t.53 --.,--,.--- TRACT I DETENTION/ RECREATION --" i -- N03'55'48"E 56.07 N02"01 '32"W 22.80 "-I 'V V '.!; '}" 'V /N8!JJ20'3}/'W -98.33 1•. · .: ... l j r-r--r--r---,-.-r-----r---1 N61 "52'41 "E 21.53 N35"25'41"£ 26.33 N02'39'09"E 55.12 77 87 78 79 80 81 82 83 84 85 76 86 N88"20'37"W , __ +129.09 + '. 60.58.,. "' + "' v "' TRAi'r K 1 JJ84''f154"f + pP£1{,SPA.C_£ '\. \ \.... N08'35'18"W \ '44.43 ' TRACT H "' > ' + 1;;;11;:~JlEff~~~:~\) ' 75 74 73 72 71 70 69 68 67 90 ,. -----SE 118TH ST- 89 'TRACT J , 4)/NT US£ •. 1,r;":i_f¢;/ rRACT A N27'11'41"£ 37.36 N09'38'31"W 23.56 N40'47'31 "E 25.81 N49"50'34"£ 27.99 N22"38'28"£ 33.67' N39'47'07"£ 22.10 N60"04'18"£ 46.36 JJT JJJJNTO(~.YS"/+. . 71~1IH-ff-t-+-t_j1~1r-J,.--1-~li...J@Lj + /.1;~~3·12·E , 8 7 6 5 4 3 2 1~~~a; 1 / ai iN -~:ACE w\ +{ I 9 ~"====~~==h::::b.==~~~ia;:;P£i::;:N=SP.::::A60 I "J i : -/ '-.,; ~ J / ,o , , :::: 119TH s~i ~ .. , JG ~ / 11 , 27 28 1 53 66 1 ~~ ! ... -.... 26 29 54 ~ 1-----'l~>'?I • ~ ,--~---;~-65~-~~5_1~~••'1RACTB 13 I.LI 25 30 55 64 50 'Jf'EN SPACE 1-----'\~ 24 1-----+--------1 ~ ,__ __ __.., ' I 12 N40TJ6'14"W 44.58 N70'49'29"W 18.75 N83"08'08"W 16.88 Nt 9TJ9'oo·w 17.40 TRACT G RECREATION NB '42'46"W V 14 ·\~;I..._ \\--2_3 __ --L_;_: _ _j: ;: .. : l---:-:-+--6-3----1 i 49 'Cl 15 ~ ~ § W 1------+· TRACTL 1~~1-----+------1 • • RECREATION/ 3 3 ,.,. 58 ~ OPEN SPACE 1-----1 61 16 47 34 60 59 \ •·· 46 17 'V\ 30. + " \ 2 ~ ~/ ,~?~50·45·£\ + 'V 1...-·v: 18 ,-2---1--_3_5_../J~--1£0-r:: =. ~\')--4-5-+.·f'"'l,IC1 , N,4'30'iJ3"W·• + + , 21 36 ;g i 3. 7J + / v +l 19 n-------1---~ ~ 44 'I' I V ... - LEGAL DESCRIPTION PARCEL #1 LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. Sl7VA TE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL #2 LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L04L0055, RECORDED UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY, WASHINGTON. Sl7VA TE IN THE COUNTY OF KING. STA TE OF WASHINGTON. BASIS OF BEARING HORIZ. NAD 83/91 CITY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O.R.#185/(BASE POINT) AND C.O.R.#1852 THE FIELO MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. COOROINA TES ASSOC/A TED WITH THIS ORA WING ARE PROJECT COORDINATES WHICH MAY BE CONVERTED TO STA TE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,083.3333 FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR OF (0.9999823034), THE INITIAL COORD/NA TE CONVERSION WAS PERFORMED USING THE LE/CA SKI-PRO PROGRAM VERSION 2.0 2000. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITION/NG SYSTEM (GPS) SURVEY TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LE/CA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. HORIZONTAL DATUM NAO 83/91 VERTICAL DA TUM NAVO 88 BENCHMARK AND DA TUM CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT #1852 3" BRASS SURFACE MONUMENT FOUND d AT THE CORNER OF NE 4TH STREET(SE 128TH ST.) V AND 148TH AVE SE TBM "A• SET RR SPIKE IN W. FACE OF WOOD POST 1.0' ABOVE GRADE 15'± SOUTH OF SW COR OF PARCEL #1 d EL.=449.78 V TBM "B" TOP OF 4•x4• CONG MONUMENT W/ 2" BRASS DISC AND PUNCH AT PROPERTY CORNER 296"± SOUTH ..... OF SITE, WEST SIDE 148TH A VE S.E. V EL.=519.13 -:::... ..;:_1_ .... _____ ....1,_ V -~-~-~ 20 37 38 39 40 41 42 ~ i!il:11-----------1.-....i. _____ -=11~9~0-~04~-~\~~~ ...... ,,.l...__ 43 -~ NBB"20'04"W \TRACT E •,TR.;;,ir;T;l'Ac;'P', "l'!Ur-,J~----~ JOINT US£ JOINT US£ DRIVEWAY DRIVEWAY AS PART OF THE PHASED ENGINEER/NG l.c··.· EARLY START PLANS, THE DEVELOPER ffi MAY CLEAR, GRADE AND INSTALL TESC ,l MEASURES, INCLUDING THE PERMANENT j POND AND DISCHARGE FEATURES. NO I WALLS OR VAULTS REQUIRING •, ' PROJECT INFORMATION PROJECT DEVELOPER: CAMWEST REAL ESTA TE DEVELOPMENT, INC. 9720 NE 120TH PLACE, SUITE 100 STRUCTURAL REVIEW WILL BE ALLOWED. Ii $ LEGEND KIRKLAND, WA 98034 CONTACT: JENNIFER REINER, PE (425} 825-1955 GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL --------BOUNDARY .. · .. · ·· · ·· ··· · · ·· -----··· · LOT LINE ... _ .. ______ .. ·-------RIGHT-OF-WAY ====== GUTTER, FLOW. & CURB LINE ---CENTER LINE .... · · · · · · · ............... ,_ ........ STORM DRAIN PIPE · .... ROOF & FOOTING DRAIN .. -· ROCKERY DRAIN '.Qo TEMPORARY STANO PIPE ® INTERIM CATCH BASIN PROTECTION TT::r:--:-, CUT SLOPES TT=r::, FILL SLOPES \'&I, RIPRAP CURB RAMP ... -300 --····· ·••· -10' EXISTING CONTOURS 1:.::._ ... :: __ ·.:.1 ·· · 302 · 2" EXISTING CONTOURS EXISTING GRA VEL EXISTING FEATURES --SD----EXISTING STORM GRAIN PIPE ---- --ss EXISTING SEWER MAIN ---W----EXISTING WATER MAIN --PO---EXISTING POWER LINE --UGP---EXISTING UNDERGROUND POWER LINE --G----EX/STING GAS MAIN ---TL----EXISTING TELEPHONE LINE D @ EXISTING CATCH BASIN, TYPE I EXISTING CA TCH BASIN, TYPE II Q EXISTING SEWER MANHOLE PROPOSED GRA VEL ---420---------10' PROPOSED CONTOURS M ---422---------2' PROPOSED CONTOURS LJ -0-EXISTING POWER POLE 1; • • • ORANGE CONSTRUCTION FENCE o·.. ,pl EXISTING POWER VAULT -" -, -· -. -EDGE OF WETLAND EXISTING ASPHALT L.C:__J 'Q, ..••.••••••••••• , • • • BUFFER LINE E--EXISTING GUY ANCHOR C ~ --------SILT FENCE I w I WETLAND Ell-EXISTING WATER METER &< I CLEARING j ~ D. EXISTING FIRE HYDRANT % SHEET INDEX ENGINEER/SURVEYOR: GEO TECHNICAL ENGINEER: TESC SUPERVISOR: TRIAD ASSOC/A TES 12112 115TH A VE NE KIRKLAND, WA 98034 CONTACT: GERRY BUCK (425} 821-8448 ASSOC/A TED EARTH SCIENCES 911 FIFTH A VENUE, SUITE 100 KIRKLAND, WA 98033 CONTACT: KURT MERRIMAN, PE (425) 827-7701 CAMWEST REAL ESTA TE DEVELOPMENT, INC. 9720 NE 120TH PLACE SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 ~ ! I\Jrn.\/mi:.iii&fil! .. ,Rl_,,.!mJiiljj;•fflffffBJll]},',rn,1rn9 LIMITS OF CLEARING RIPRAP f/ EXISTING AIR/VAC RELEASE VAL VE , 1 CO VER SHEET 1 ~ -••• -TEMPORARY INTERCEPTOR SWALE o--EXISTING BLOW OFF 0 2 CONDITIONS OF APPROVAL (EAST RENTON) OJ lE:: NO. DATE REVISIONS 1 7/11/08 PER COMMENTS BY NICK GILLEN DATED 6/17 /08 AND COMMENTS BY TED COOPER VIA PHONE BY CK JDF H :,i ? ------TEMPORARY INTERCEPTOR CULVERT N EXISTING GATE VALVE 3 CONDITIONS OF APPROVAL (ROSEMONTE} " ~ ~ TEST PIT M 4-5 GRADING AND TESC PLANS Vici n it y M a p NOT TO SCALE _ _ _ Kl U11.TY TO 1-4 5 RE. TON NE 4th ST I • . . SE' 132nd ST SE 133rd CT PARK & RIDE Soils Mop Scale 1"=1000' "'-\ /,,_ AgD V n ' r' I I ' I I \ f-----I I I I \ ' AgB ' I I \ ' \ ,> i ~) "' I I Bh '""'y' . -\ I \ \ I ) NE 4 TH A VtNUE 1\.. '~-· ~if\==-..: ',../ Notice Required Contractors shall notify operators who maintain underground _utility lines in the area of proposed excavation or blasting ut least two business days, but not more than ten working days prior to commencement of e_xcavotion or demolition in accordance with RCW Title 19, Names and telep1one numbers of the operators of underground utility lines in this project appearibelow. These numbers shall also be used to serve in on emergency i::onditions as required. Phone CITY OF RENTON ( 425) 255-9600 Sanitary Sewer WATER DISTRICT 90 ( 425) 255-9600 Water District PUGET SOUND ENERGY (206) 447-3236 Gas Company PUGET SOUND ENERGY (206) 447-3169 Power Company Coll Before You Dig DIAL-A-DIG 1-800-424-5555 Notes 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. .3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Site Plan Approval Approval of these plans is for construction of road and (iroinage improvements, site drainage & grading and temporary ere:ision control in unincorporated King County only. These plans do no\ authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit hos not been obtained or renewed within two years of approval. Subdivision pion approval is void if the final plot is not recorded prior to the preliminary plot approval expiration. -.PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township Range Tax Parcel Number 1,101 12131 10151 ,10121310151 191012131 9 3 9 0 Site Location is within the __________ drainage shed(s) Pro Rota Shore Assessment(s) ore: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rote($ ) per c.f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increoses.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Dote: 4/05/07 Expiration Date: 4/05/12 Other Related Permit Numbers Received: Right-of-Way Use Permit Grading Bu ilding/Structu rol Other ______________ _ Board feet of tree removal on site: Cubic yards of material hauled on/off the site: 15,000 Is this a erosion sensitive area site? (Yes/No): _:_Yi.::'E.=S:__ __ _ Note: If "yes". a Highly Sensitive Site Erosion Control Supervisor is required. See ESC plan and TIR for de\(Jils. Dote Emergency 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL (To be completed by King County) Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer Sensitive Areas Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT or DEVELOPMENT & ENVIRONMENTAL SERVICES ® King County, Washington Date James H. Sonders, P.E. D t8l D Q. ~ " ~ L 0) G) w ~ C C VJ 3: :;: 2 0 0 f-- ~ 0 Development Engineer PROJECT CONTACT INFORMATION (To be completed by Consultant) CAMWEST EAST RENTON, LLC (425} 825-1955 ===::..:.-==..:....:=:..:...:..=e....=='----"- Nome Phone 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 Address and Zip Code D A Partnership D An Individual CAMWEST EAST RENTON, LLC (425} 825-1955 ===::..:.-==..:....:=:..:...:..=e....=='----"- Name Phone 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 Address and Zip Code ;' ~ (::l ROCK CHECK DAM 'r( EX!snNG CONIFEROUS TREE 6 GRADING AND TESC DETAILS AND -""' R t t' B d A t $ ~ L L TRIAD ASSOC/A TES 'l 5 ww OVERFLOW STRUC7VRE r, NOTES es ora 10n on moun ________ :c O w D A Corporation D A Partnership D An Individual (4251 821-8448 -I._· ) EXISTING DECIDUOUS TREE - " ~ • CATCH BASIN, TYPE I ~ 7-8 POND PLAN AND CROSS SECTIONS $ ~ .~ Nome ~ <J @ CATCH BASIN. TYPE 11 9 POND PROFILES Performance Bond Amount $ --------a, 3 L f 12112 115TH AVE NE KIRKLAND, Phone WA 98034 en z <( ...J C. l-a: <( I--en > ...J a: <( w UJ 0:: w m 2 "=> z w _J Li.. U) w 0 0 w 1-z 0 ~ w en 0 a: ' z '-- QJ _Q E ::J z 0 1-z w a: '-- QJ _Q E ::J z >, .µ .µ > .µ u <{ u QJ -~ 0 '-- Q_ ? 00 I '" Ql oo C 0 ~ _c ~ Q_ z 0 I- C, z -::c en ; > 1-z :::, 0 (.) Cl z ~ 0 z .µ C QJ E Q_ 0 Q) > Q) 0 1°:D 0(f)QW ] !!..'.::··:·,,:··:··:· ·=======·':"':"":Vi:"··:·::::--:·':'·'':· .. :':.r'·:·---:··'·':·'·'·:·:·--:----":--..w:--:--=="·:· :·:":···:::::':··:·====·:· :::::·:""~""=-:,,:• =··:·================~--1~0~--P:_.:O~N.~l>=-=O=E~T~A=/L~S=-------~©t2~o~o~a..;T~R~IA~D:_A~s~s:_So~c!!1A~TE~sJ._L_J ___________ J_L1 ______________________________ 1_~t8l~~t81~_:_A~d:d:r:es:s~a=n~d~Z~ip~C~o:d:e~------------j~S~h~e:e:_:t_1~o~f-1~0,!.__J POR OF THE DECISION; THE PROPOSED PRELIMINARY PLAT OF EAST RENTON, AS REVISED AND RECEIVED ON MARCH 17, 2006, IS APPROVED, SUBJECT TO THE FOLLOWING CONOmONS OF FINAL PLAT APPROVAL: 1. COMPLIANCE WITH ALL PLA TnNG PROVISIONS OF TITLE 19A OF THE KING COUNTY CODE. 2. ALL PERSONS //AV/NG AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A OED/CATION THAT INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. THE PLAT SHALL COMPLY WITH THE BASE DENSITY AND MINIMUM DENSITY REQUIREMENTS OF THE R-4 ZONE CLASS/FICA TION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-4 ZONE CLASS/FICA TION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY 8£ APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENT SERVICES. ANY/ALL PLAT BOUNDARY 0/SCREPANCY(IES) SHALL BE RESOLVED TO THE SATISFACTION OF DOES PRIOR TO THE SUBMITTAL OF THE FINAL PLAT DOCUMENTS. AS USED IN THIS CONDITION, "DISCREPANCY-IS A BOUNDARY HIATUS, AN OVERLAPPING BOUNDARY OR A PHYSICAL APPURTENANCE WHICH IND/CA TES AN ENCROACHMENT, LINES OF POSSESSION OR A CONFLICT OF TITLE. 4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT. 5. ALL CONSmUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). (ALSO SEE CONDITIONS 8 AND 24.) 6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. ALL FUTURE RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION ARE REQUIRED TO BE SPRINKLERED (NFPA 130) UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER DESIGN££. THE FIRE CODE REQUIRES ALL PORTIONS OF Tf/E EXTERIOR WALLS OF STRUCTURES TO BE WITHIN 150 FEET (AS A PERSON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDING) FROM A MINIMUM 20-FOOT WIDE, UNOBSTRUCTED DRIVING SURFACE. TO QUALIFY FOR REMOVAL OF THE SPRINKLER REQUIREMENT, DRIVING SURFACES BETWEEN CURBS MUST BE A MINIMUM OF 28 FEET IN WIDTH WHEN PARKING IS ALLOWED ON ONE SIOE OF THE ROADWAY. AND AT LEAST 36 FEET IN WIDTH WHEN PARKING IS PERMITTED ON BOTH SIDES. /f/E ROAD WIDTH REQUIREMENT APPLIES TO BOTH ON-SITE ACCESS AND ROADS ACCESSING THE SUBDIVISION. 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEER/NG AND FINAL REVIEW. A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL. DOES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. 8. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW SHALL BE SHOWN ON THE ENGINEERING PL.ANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: "ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PA nos AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON Tf/E APPROVED CONSTRUCTION DRAWINGS#--------ON FILE WITH DOES AND/OR THE DEPARTMENT OF TRAN5PORTATION. THIS PLAN SHALL 8£ SUBMITTED WITH THE APPL/CATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONsmuc (ED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECT/ON APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INOIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL 8£ CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE." D. STORM WATER FACILITIES SHALL BE DESIGNED USING THE KCRTS LEVEL ONE FLOW CONTROL STANDARD. WATER QUALITY FACILITIES SHALL ALSO BE PROVIDED USING THE BASIC WATER QUALITY PROTECTION MENU. THE SIZE OF THE PROPOSED DRAINAGE /RACTS MAY HA VE TO INCREASE TO ACCOMMODATE THE REQUIRED DETENTION VOLUMES AND WATER QUALITY FACILITIES. ALL RUNOFF CONTROL FACILITIES SHALL BE LOCATED IN A SEPARATE TRACT AND DED!CA TED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR RECREA T/ON SPACE IN ACCORDANCE WITH KCC 2/A.14.180. E. Tf/E APPLICANT HAS RECEIVED APPROVAL FOR TWO DRAINAGE ADJUSTMENT APPL/CATIONS REGARDING DESIGNS FOR THE DISCHARGE OF STORM WATER AND A SHARED FACILITY DETENTION POND. THE ADJUSTMENT DECISIONS ARE CONTAINED WITHIN FILE NUMBERS L02V0089 AND L04V0103. DURING FINAL REVIEW OF THE ENGINEERING PLANS, ALL APPLICABLE CONDITIONS OF THE ADJUSTMENT APPROVALS SHALL BE SA T/SFIED INCLUDING REQUIREMENTS FOR THE SHARED FACILITY LOCATED OFFS/TE mTHIN THE PLAT OF ROSEMONTE. F. AS STATED IN THE DRAINAGE ADJUSTMENT DECISION, THE OFFS/TE DRAINAGE POND SHALL BE DESIGNED USING THE LEVEL 1 FLOW CONTROL STANDARD. BASIC WATER QUALITY STANDARDS ARE ALSO REQUIRED FOR DESIGN OF THE FACILITY. IF A OCT POND FACILITY IS PROVIDED FOR WATER QUALITY, THE DESIGN SHALL COMPLY WITH THE 3: 1 FLOW LENGTH RA TIO AS OUTLINED ON PAGE 6-72 IN THE DRAINAGE MANUAL. FOR EVALUATION OF THE ONSITE STORM VAULT AND THE OFFS/TE DETENTION POND, A SOILS REPORT SHALL BE PREPARED BY A GEOTECHNICAL ENGINEER TO EVALUATE THE SOILS AND GROUNDWATER CONDITIONS. G. FOR ANY PROPOSED BYPASS OF STORM WATER FROM THE FLOW CONTROL FACILITY, THE FINAL DRAINAGE DESIGNS SHALL COMPLY WITH APPLICABLE DESIGN REQUIREMENTS IN THE DRAINAGE MANUAL AS OUTLINED ON PAGES 1-36 AND 3-52. H. AS REQUIRED BY SPECIAL REQUIREMENT NO. 2 IN THE DRAINAGE MANUAL, THE 100-YEAR FLOOD.OU.IN BOUNDARIES FOR Tf/E ONSITE WETLANDS SHALL BE SHOWN ON THE FINAL ENGINEERING PLANS AND RECORDED PLA 7: ACCESS AND ROADS; 8. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A. DURING Pi/ELIM/NARY REVIEW THE APPLICANT SUBMITTED A ROAD VARIANCE APPL/CATION (FILE NO. L03V0049), REGARDING THE CREST VERTICAL CURVE AND SUBSTANDARD STOPPING SIGHT DISTANCE ALONG THE PLAT FRONTAGE. IN RESPONSE TO THE VARIANCE APPL/CATION, THE KING COUNTY ROAD ENGINEER PROVIDED A DECISION LETTER DA TED OCTOBER 20, 2004 WHICH APPROVED THE VARIANCE BASED UPON SPECIFIC DESIGN CRITERIA FOR CONSTRUCT/NG 148TH A VE SE. AS NOTED IN THE VARIANCE DECISION, Tf/E CREST CURVE ON 148TH AVE SE MUST BE RECONSmUCTED TO PROVIDE 455 FEET OF STOPPING SIGHT DISTANCE BASED UPON DESIGN CRITERIA mTH A 2-FOOT TARGET. Tf/E FINAL ROAD IMPROVEMENTS AND DESIGN PLANS FOR Tf/E PROJECT SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CONDITIONS OF APPROVAL AS STA TED IN Tf/E VARIANCE DECISION. 8. 148TH A VENUE SE SHALL BE IMPROVED ALONG THE FRONTAGE AS AN URBAN COLLECTOR ARTERIAL INCLUDING ALL DESIGN CRITERIA FROM THE ROAD VARIANCE DECISION. IN ACCORDANCE mTH KCRS 2.02, THE CURB LOCATION SHALL BE DESIGNED AT 22-FEET FROM THE ROAD CROWN TO PROVIDE FULL WIDTH IRA VEL LANES AND A BIKE LANE. THE PRELIMINARY DESIGN PLANS FOR EAST RENTON SHOWS ROAD GRADING EXTENDING OUTSIDE THE RIGHT-OF-WAY ON THE EAST SIDE OF 148TH AVE SE. DURING FINAL ENGINEERING REVIEW, THE APPLICANT SHALL ACQUIRE EASEMENTS FOR ANY PROPOSED CONSmUCTION ON PRIVATE PROPERTY OR PROVIDE AN ALTERNATIVE DESIGN WHICH IS ACCEPTABLE TO KING COUNTY FOR ROAD CONSTRUCTION WITHIN THE EXISTING RIGHT-OF-WAY. C. THE PROJECT ENTRY ROAD TO 148TH A VE SE SHALL BE IMPROVED AS AN URBAN NEIGHBORHOOD COLLECTOR. AS SHOWN ON THE PRELIMINARY PLAT, THE REQUIRED RIGHT-OF-WAY WIDTH IS 56 FEET. D. THE PROPOSED ROADS mTHIN THE SUBDIVISION SHALL BE IMPROVED USING URBAN DESIGN STANDARDS AND IN ACCORDANCE mTH THE STREET CLASS/FICA TIONS SHOWN ON THE PRELIMINARY PLAT MAP. E. TRACT D SHALL BE IMPROVED AS A PR/VA TE JOINT USE DRIVEWAY SERVING A MAXIMUM OF TWO LOT.S. THE LOTS SERVED SHALL HA VE UNDIVIDED OWNERSHIP OF THE TRACT AND BE RESPONSIBLE FOR ITS MAINTENANCE. AS SPECIFIED IN KCRS 3.01C, IMPROVEMENTS SHALL INCLUDE AN 18 FOOT PAVED SURFACE AND A MINIMUM TRACT WIDTH OF 20 FEET. DRAINAGE CONTROL SHALL INCLUDE A CURB OR THICKENED EDGE ON ONE SIDE. F. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS AND SHALL COMPLY WITH SECTION 5.03 OF THE KCRS. G. STREET !LLUM/NA TION SHALL BE PROVIDED ALONG THE PLAT FRONTAGE AND AT INTERSECTIONS WITH ARTERIALS IN ACCORDANCE mTH KCRS 5.05. H. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECTION 4.01F, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE mDENING EXISTING ASPHALT, UNLESS OTHERWISE APPROVED BY KING COUNTY. ,. 148TH A VE SE IS CLASSIFIED AS AN ARTERIAL STREET WHICH MAY REQUIRE DESIGNS FOR aus ZONES AND TURN OUTS. AS SPECIFIED IN KCRS 2.16, THE DESIGNER SHALL CONTACT METRO AND THE LOCAL SCHOOL DISTRICT TO DETERMINE SPECIFIC F/EQUIREMEN TS. J. MOD/FICA TIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS 1. 08. 9. ALL UTILITIES mTHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLA T RECORDING. 10. THE SITE PLANS FOR EAST RENTON SHOW THE NORTHERLY ROAD STUB FOR 145Tf/ A VE SE WHICH MAY EXTEND INTO THE WETLAND BUFFER AND ASSOC/A TED SETBACK WITNIN THE ROSEMONT PLAT. DURING ENGINEERING REVIEW FOR EAST RENTON, A REVISED ROAD ALIGNMENT. AND GRADING PLAN SHALL BE PROVIDED WHICH DEMONSTRATES THAT ROAD CONSTRUCTION WITHIN ROSEMONTE WILL COMPLY mTH APPLICABLE SENSITIVE AREA CODES. THE REVISED ROAD DESIGN AND GRADING PLAN MAY RESULT IN MOD/FICA TION OR LOSS OF LOTS AS SHOWN ON THE PRELIMINARY PLAT. ALTERNATIVELY, THE APPLICANT MAY SEEK APPROVAL TO USE BUFFER A VERA GING AS A MEANS TO REVISE THE LOCATION OF THE BUFFER AND BSLB TO ACHIEVE CODE COMPLIANCE WITHIN ROSEMONT£. 11. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH A VE SE FROM THOSE LOTS WHICH ABUT IT. A NOTE TO THIS EFFECT SHALL APPEAR ON THE ENGINEERING PL.ANS AND THE FINAL PLAT. 12. THE APPLICANT SHALL PROVIDE A SAFE WALKING ACCESS TO APOLLO ELEMENTARY SCHOOL mTH URBAN IMPROVEMENTS ALONG THE WEST SIDE OF 148TH AVE NE TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. THIS IMPROVEMENT INCLUDES URBAN FRONTAGE IMPROVEMENTS ALONG PROPERTY FRONTAGE OF THE PLAT OF EAST RENTON, URBAN IMPROVEMENTS ALONG FRONTAGE OF ROSEMONTE AND URBAN IMPROVEMENTS NORTH TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. (IT IS NOTED THAT THE ADJOINING PLAT OF ROSEMONTE ALSO WILL BE SUBJECT TO URBAN FRONTAGE REQUIREMENTS AND URBAN IMPROVEMENTS NORTH TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST.) IN THE EVENT IT IS NOT PRACTICAL TO CONSTRUCT URBAN IMPROVEMENTS ON THE WEST SIDE OF 14BTH A VENUE SOUTHEAST EXTENDING TO THE EXISTING CROSSWALK, A NEW CROSSWALK MAY BE ESTABLISHED SOUTH OF SOUTHEAST 117TH STREET AND A SAFE WALKWAY PROVIDED ON THE EAST SIDE OF 148TH A VENUE SOUTHEAST FROM THE NEW CROSSWALK TO THE NORTH SIDE OF SOUTHEAST 117TH STREET. THIS ALTERNATIVE MAY USE A GRADED SURFACE ON THE EAST SIDE OF 148TH AVE SE TO ENSURE THAT SCHOOL-AGE PEDESTRIANS ARE PROVIDED AN ACCEPTABLE-WIDTH WALKWAY SURFACE BEHIND THE CURBING. THE WALKWAY SHALL BE DESIGNED TO THE SATISFACTION OF THE SCHOOL D/Sm/CT AND DOES. NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, MITIGAllON/tMPACT FEES: ALL IN 13. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY mm KING COUNTY CODE 14.75, MIT/GA TION PAYMENT SYSTEM (MPS), BY PA YING THE REQUIRED MPS FEE AND ADMINISTRA T/ON FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT THE FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SNALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPL/CAT/ON AND A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14. 75, MIT/GA TION PAYMENT SYSTEM (MPS), HA VE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DA TE OF BUILDING PERMIT APPL/CATION. 14. LOTS mTHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (50:f) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED !MMEDIA TELY PRIOR TO THE RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF Tf/E ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERM/ T ISSUANCE. WETLANDS: 15. PRELIMINARY PLAT REVIEW HAS IDENTIFIED SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT AS LISTED BELOW. ALL OTHER APPLICABLE REQUIREMENTS FROM K.C.C. 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT. A. THE CLASS 2 OCTLAND SHALL HA VE A MINIMUM 50-FOOT BUFFER OF UNDISTURBED VEGETATION AS MEASURED FROM THE WETLAND EDGE. 8. SENSITIVE AREA TRACT(S) SHALL BE USED TO DELINEATE AND PROTECT SENSITIVE AREAS AND BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBDIVISIONS AND SHALL BE RECORDED ON ALL DOCUMENTS OF TITLE OF RECORD FOR ALL AFFECTED LOTS. C. BUFFER mom AVERAGING MA y BE ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADDITIONAL PROTECTION TO THE WETLAND/STREAM OR ENHANCE THEIR FUNCTIONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE DOES NOT DECREASE. IN NO AREA SHALL Tf/E BUFFER BE LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MIT/GA TION PLAN WILL BE REQUIRED FOR THE REMAINING ON-SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING ENGINEERING REVIEW. D. A 15-FOOT 8S8L SHALL BE ESTABLISNED FROM THE EDGE OF BUFFER AND/OR THE SENSITIVE AREAS TRACT(S) AND SHOWN ON ALL AFFECTED LOTS. E. TO ENSURE LONG TERM PROTECTION OF THE SENSITIVE AREAS A SPLIT-RAILED FENCE OF NO MORE THAN 4 FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SENSITIVE AREA TRACT BOUNDARIES IN THE AREA OF PROPOSED LOTS. SENSITIVE AREA SIGNS SHALL BE ATTACHED TO THE FENCE AT NO LESS THAN 100 FOOT INTERVALS. F. IF ALTERATIONS OF STREAMS AND/OR WETLANDS ARE APPROVED IN CONFORMANCE mTH K.C.C. 21A.24, Tf/EN A DETAILED PLAN TO MITIGATE FOR IMPACTS FROM THAT ALTERATION WILL BE REQUIREO TO BE REVIEWED AND APPROVED ALONG WITH THE PLAT ENGINEERING PLANS. A PERFORMANCE BOND OR OTHER FINANCIAL GUARANTEE WILL BE REQUIRED AT THE TIME OF PLAN APPROVAL TO GUARANTEE Tf/A T THE MIT/GA TION MEASURES ARE INSTALLED ACCORDING TO THE PLAN. ONCE THE MIT/GA TION WORK IS COMPLETED TO A DOES SENIOR ECOLOG!srs SATISFACTION, THE PERFORMANCE BOND MA y BE REPLACED BY A MAINTENANCE BOND FOR THE REMAINDER OF THE FIVE-YEAR MONITORING PERIOD TO GUARANTEE THE SUCCESS OF THE MIT/GA TION. THE APPLICANT SHALL BE RESPONSIBLE FOR Tf/E INSTALLATION, MAINTENANCE AND MONITORING OF ANY APPROVED MITIGATION. THE MITIGATION PLAN MUST BE INSTALLED PRIOR TO FINAL INSPECTION OF THE PLAT. G. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TRACT(S) IN A HIGNL Y VISIBLE MANNER, AND THESE AREAS MUST REMAIN SO MARKED UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED. H. DURING ENGINEER/NG PLAN REVIEW Tf/E APPLICANT SHALL PROVIDE A WETLAND NYDROLOGY ANAL YS!S TO DEMONS/RA TE HOW THE WETLAND HYDROLOGY WILL BE MAINTAINED POST-CONSTRUCT/ON. I. DETENTION OUT-FALL STRUCTURES MAYBE PERMITTED mTHIN THE WETLAND/STREAM BUFFERS; HOWEVER, STRUCTURES SHALL BE LOCATED IN THE OUTER EDGE OF THE BUFFER, IF POSSIBLE. ALL BUFFER !MPACT.S SHALL BE MIT/GA TED. 16. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STA TE AND/OR FEDERAL PERMIT.$ OR APPROVALS. IT IS THE APPLICANrs RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE. 17. DURING ENGINEER/NG REVIEW, THE PLAN SET SHALL BE ROUTED TO THE SENSITIVE AREAS GROUP TO DETERMINE IF THE ABOVE CONDITIONS HA VE BEEN MET. GEO TECHNICAL: 18. THE APPLICANT SHALL DELINEATE ALL ON-SITE EROSION HAZARD AREAS ON THE FINAL ENGINEER/NG PLANS (EROSION HAZARD AREAS ARE DEFINED IN KCC 2/A.06.415). THE DELINEATION OF SUCH AREAS SNALL BE APPROVED BY A DOES GEOLOGIST. THE REQUIREMENTS FOUND IN KCC 21A.24.220 CONCERNING EROSION HAZARD AREAS SHALL 8£ MET. INCLUDING SEASONAL RESTRICTIONS ON CLEARING AND GRADING ACTIVITIES. SENSIVVE AREA: 19. THE FOLLOmNG NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS OED/CATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND mTH!N THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES Tf/AT BENEFIT THE PUBLIC HEAL TH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGA T/ON, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY. TO LEA VE UNDISTURBED ALL TREES AND OTNER VEGETATION WITHIN Tf/E IRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED mTHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BYLAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERmSE FLAGGED TD THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. Tf/E REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND Tf/E REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERmSE PRO VIDEO 8 Y LA W. OTHER: 20. THE PLAT DESIGN SHALL BE REVISED TO PROVIDE THE MINIMUM SUITABLE RECREA T/ON SPACE CONSISTENT mTH THE REQUIREMENTS OF K.C.C. 2/A.14.180 AND K.C.C. 2/A. 14.190 (I.E., MINIMUM AREA, AS WELL AS, SPORT COURT[S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S]. BENCHES, ETC.), AS SHOWN ON HEARING EXN. NO. 26. A. A DETAILED RECREATION SPACE PLAN (I.E., LOCATION, AREA CALCULA T/ONS, DIMENSIONS, LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF ENGINEERING PLATS. 8. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 21. TRACT E SHALL BE DESIGNATED FOR RECREA T/ONAL AREA, mTH AN APPROVED /RAIL (ACROSS WETLAND BUFFERS) EXTENDING FROM THE RECREATIONAL TRACT G AND FUNCTIONING AS AN EXTENSION OF RECREATION FROM mACT G. PLANS FOR THE TRACT -DESIGNATION AND DESIGN, SHALL COMPLY mTH CODES AND SHALL BE TO THE SATISFACTION OF ODES PRIOR TO ENGINEER/NG APPROVAL. 22. A HOMEOWNERS' ASSOC/A TION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF ODES WHICH PROVIDES FOR THE OWNERSNIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S) WHICH COMBINES USAGE OF RECREATION AREA mTNIN L03P0018, THE PLAT OF ROSEMONTE, PURSUANT TO HEARING EXH. NO. 26. (SEE CONDITION NO. 25.) 23. STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND K.C.C. 2/A.16.050): A. mEES SHALL BE PL.ANTED AT A RA TE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. a. TREES SHALL BE LOCATED mTHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAmNG NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT 8£ LOCATED mTHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE. D. THE mEES SHALL BE OWNED AND MAINTAINED BY THE ABUmNG LOT OWNERS OR THE HOMEOWNERS ASSOC/A TIDN OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY ODES IF LOCATED WITHIN THE RIGHT-OF-WAY. AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING /REES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY DR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL. G. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT (206) 684-1622 TO DETERMINE IF 148TH AVE SE IS ON A aus ROUTE. IF 148TH A VE SE IS A aus ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE smEET TREES MUST BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELEASED AFTER DOES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HA VE BEEN KEPT HEAL THY AND THRIVING. I. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON THE CURRENT COUNTY FEES. SEC . .J.9..J: TWP. 23 N., RGE. 5 E., W.M. 24. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONS/RA TE COMPLIANCE mTH THESE ITEMS PRIOR TO FINAL APPROVAL. (1.) TO MIT/GA TE THE SIGNIFICANT AD VERSE IMPACT THE PLAT OF EAST RENTON mLL HA VE ON THE INTERSECTIONS OF SR 900/148TH A VE SE AND SR 900/164TH A VE SE, Tf/E APPLICANT SHALL INSTALL, EITHER /NDIVIDUALL Y OR IN CONJUNCTION WITH OTHER DEVELOPMENT PROJECTS IN THIS AREA, THE FOLLOWING !MPROVEMENT.S AT THE SR 900/148TH AVE INTERSECTION: • A TRAFFIC SIGNAL, AND • EASTBOUND AND WESTBOUND LEFT TURN LANES THE DESIGN FOR THE SR 900/148TH A VE INTERSECTION IMPROVEMENTS SHALL BE APPROVED BY THE WASHINGTON STA TE DEPARTMENT OF TRANSPORTATION (AND BY KING COUNTY TO THE EXTENT SUCH IMPROVEMENT.S ARE LOCATED IN COUNTY RIGHT-OF-WAY). IN ADDITION, AT A MINIMUM, Tf/E EXISTING ENTERING SIGHT DISTANCE LOOKING EAST FOR THE NORTH AND SOUTH LEGS OF THE INTERSECTION (602 FEET AND 386 FEET, RESPECT/I/ELY) SHALL NOT BE REDUCED AS PART OF Tf/E INTERSECT/ON IMPROVEMENTS. DOCUMENTATION SHALL BE SUBMITTED TO SHOW THIS REQUIREMENT IS MET. ALL CONSTRUCTION WORK ASSOC/A TED WITH THE INTERSECTION IMPROVEMENTS SHALL BE COMPLETED BETWEEN APRIL 1ST AND SEPTEMBER 30TH. THIS SEASONAL RESTRICTION SHALL BE CLEARLY SHOWN ON THE FINAL ENGINEERING PLANS. IN LIEU OF THE INSTALLATION OF THE ABOVE-NOTED INTERSECTION IMPROVEMENTS PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MAY POST A FINANCIAL GUARANTEE mTH WSDOT WHICH ASSURES THE !NSTALLA T/ON OF THESE IMPROVEMENTS WITNIN TWO YEARS OF THE RECORDING OF EAST RENTON. IN THIS EVENT, INTERSECTION IMPROVEMENT DESIGN MUST BE APPROVED BY WSDOT PRIOR TO KING COUNTY APPROVAL OF THE ENGINEERING PLANS FOR EAST RENTON. IF THE ABOVE-NOTED INTERSECTION IMPROVEMENTS HAVE ALREADY BEEN MADE BY OTHERS PRIOR TO THE RECORDING OF EAST RENTON, OR A FINANCIAL GUARANTEE HAS BEEN POSTED BY OTHERS WHICH ASSURES THE INSTALL.AT/ON OF THESE IMPROVEMENTS, THEN THE APPLICANT FOR EAST RENTON SHALL PAY A PRO-RA TA SHARE DOLLAR AMOUNT TO THE DEVELOPER WHO HAS MAOE THE IMPROVEMENTS OR "BONDED" FOR TNE IMPROVEMENTS, IN AN AMOUNT PROPORTIONAL TO THE IMPACTS OF EAST RENTON. THE PRO-RA TA SNARE DOLLAR AMOUNT TO BE PAID SHALL BE SET BY WSDOT, AND DOCUMENTATION SHALL BE PROVIDED BY THE EAST RENTON APPLICANT TO THE KING COUNTY LAND USE SERVICES DIVISION TO SHOW THIS PAYMENT HAS BEEN MADE, PRIOR TO FINAL PLAT RECORDING. THE PRO-RA TA DOLLAR AMOUNT TO BE PAID SHALL BE BASED ON THE FOLLOmNG: • THE FINAL EAST RENTON LOT COUNT • THE TRIP DISTRIBUTION FOR EAST RENTON • THE TOTAL TRIPS CONTRIBUTED TO THE INTERSECTION OF SR 900.148TH A VE BY THE PLATS OF ASTER PARK (LOOP0024), STONE RIDGE 9L99P3008), EAST RENTON (L02P0005), SHAMROCK (L02P0014), ROSEMONTE (AKA IRONWOOD -L03P0018), MARTIN (L05P0019) AND ANY FUTURE LAND USE APPL/CATIONS SUBMITTED TO KING COUNTY FOR WHICH COMPLIANCE WITH THE KING COUNTY INTERSECTION STANDARDS (KCC 14.80) IS REQUIRED AT EITHER THE SR 900/148TH A VE INTERSECTION, OR Tf/E SR 900/164TH AVE HIGH ACCIDENT LOCATION. IN THE EVENT THAT EITHER KING COUNTY OR WSDOT ADOPTS A FORMAL "LATECOMER'S" SYSTEM PRIOR TO FINAL PLAT RECORDING, THAT SYSTEM MAY BE FOLLOWED IN LIEU OF THE APPROACH DESCRIBED ABO~ AT THE DISCRETION OF THE APPLICANT, AS LONG AS AT A MINIMUM THERE IS A FINANCIAL GUARANTEE WHICH ASSURES THE ABOVE-NOTED INTERSECTION IMPROVEMENTS mLL BE INSTALLED mTHIN TWO YEARS OF THE DA TE OF RECORDING OF THE PLAT OF EAST RENTON. {COMPRENENS/VE PLAN POLICY T-303 AND KING COUNTY CODE 21A.28.060A] (2.) DOCUMENTATION SHALL BE PROVIDED TO DEMONSmA TE TO THE SATISFACTION OF WSDOT THAT STOPPING SIGHT DISTANCE (360 FEET) IS AVAILABLE ON THE EAST LEG OF THE SR 900/148TH AVE INTERSECTION. THE INTERSECTION SHALL BE MODIFIED BY THE APPLICANT. IF NECESSARY, SO THAT THIS STOPPING SIGHT DISTANCE REQUIREMENT IS MET ON THE EAST LEG. IN ADDITION, THE APPLICANT SHALL CLEAR VEGETATION mTN/N THE RIGHT-OF-WAY ALONG SR 900, EAST OF 148TH A VE., TO MAXIMIZE THE ENTERING SIGHT DISTANCE FOR THE NORTH AND SOUTH LEGS OF THE INTERSECTION. [COMPREHENSIVE PLAN POLICY T-303 AND KING COUNTY COMPREHENSIVE POLICY T-303 AND KING COUNTY CODE 21A.28.060A] 25. THE RECREATION AREA MAY SERVE THE ADJACENT PLAT OF ROSEMONT£. IF NECESSARY, BOUNDARY LINE ADJUSTMENTS MAY BE APPROVED TO ESTABLISH A PORTION OF THE EAST RENTON PLAT RECREATION AREA AS A PART OF THE ROSEMONTE PLAT, OR THE TWO PLATS MAY BE RECORDED AS A SINGLE PLAT. 26. WETLAND BUFFER A VERA GING OR ADDITIONAL BUFFER ARE REQUIRED TO COMPENSATE FOR REDUCTION OF WETLAND BUFFERS ADJACENT TO 145TH A VENUE SOUTHEAST, AS PROPOSED IN THE VICINITY OF THE NORTH PROPERTY LINE, AND TO COMPENSATE FOR CONSTRUCTION OF THE RECREA T/ON TRACT TRAIL THROUGH WETLAND BUFFER BETWEEN TRACTS E AND G. ORDERED THIS 5TH DAY OF APRIL, 2007. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Dote Approve! Dote © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.D756 toll free www.triadassociates.net ' Land Oe\Jelo1imP.11t Con~l1ltr1pts ~ ~ 0 ~ ..... .... er., ~ ~ l.o 0 ~ ~ 0 ~ 0 Ct: ~ ,q: 35 &~ 0 ~ co 0 ,q: .... ~ " ..J IJ.. ~ ...... :s: Q:: ffi 0 Q:: ~ ~1 ~ i,...: ::::5 Cl) .... :c: Cl) .... Cl) ::.= ;o ::... g~ )... ~ ... s: -~I--. i::: ~ ~ ~~ 0 0 ,q; 0 ct: I--. Cl) ~ "' ~ '-' ~ Ei:i ~ C , ~ ~ '" ~ (i ~ il: ~ ,i ~ ~ g 8 ~ ~ ).. ).. ., ., ~ ~ z ~ ~ 0 ~ ~ ~ ll',l ~ ~ !;] ! Q ~ g GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGE:R, PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMl'ITAL DATE: 5/16/08 SCALE: HORIZ.:N/A VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED ::.= E c., a: i ~ )...' .... §s 0 0 c., ~ ~ JOB NO. 01-047 SHEET NO. 2oF10 POR OF THE DECISION: THE PROPOSED PRELi/JINARY PLAT OF ROSEMONT£. AS REVISED AND RECEIVED ON MARCH 31, 2006, IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIQ/VS OF FINAL PLAT APPROVAL: 1. COMPLIANCE W1/H ALL PLA TnNG PROVISIONS OF TITLE 19A OF THE KING COUNTY CODE. ACTUAL FINAL RECORDING OF THE PLAT OF ROSEMONTE/L03P0018 SHALL EITHER OCCUR SUBSEQUENT TO OR CONCURRENT WITH THE RECORDING OF THE PLAT OF EAST RENTON/L02P0005. 2. ALL PERSONS //A VING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDICATION THAT INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. THE PLAT SHALL COMPLY WITH THE BA5E DEN5/TY AND MINIMUM DENSITY REQUIREMENTS OF THE R-4 ZONE CLASS/FICA TION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-4 ZONE CLASS/FICA TION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENT SERVICES. ANY/ALL PLAT BOUNDARY DISCREPANCY(/ES} SHALL BE RESOLVED TO THE SATISFACTION OF DOES PRIOR TO THE SUBMITTAL OF THE FINAL PLAT DOCUMENTS. AS USED IN THIS CONDITION, 'DISCREPANCY' IS A BOUNDARY HIA TVS, AN OVERLAPPING BOUNDARY OR A PHYSICAL APPURTENANCE WHICH IND/CA TES AN ENCROACHMENT, LINES OF POSSESSION OR A CONFLICT OF TITLE. 4. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEAL TH DEPARTMENT. 5. ALL CONSTRUCl/ON AND UPGRADING OF PUBLIC AND PR/VA TE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). 6. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.0B OF THE KING COUNTY CODE. ALL FUTURE RESIDENCES CONSTRUCTED WITHIN THIS SUBDIVISION ARE REQUIRED TO BE SPRINKLERED (NFPA 130) UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER DESIGNEE. THE FIRE CODE REQUIRES ALL PORTIONS OF THE EXTERIOR WALLS OF STRUCTURES TO BE WITHIN 150 FEET {AS A PERSON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDING} FROM A MINIMUM 20-FOOT WIDE, UNOBSTRUCTED DRIVING SURFACE. TO QUALIFY FOR REMOVAL OF THE SPRINKLER REQUIREMENT, DRIVING SURFACES BETWEEN CURBS MUST BE A MINIMUM OF 28 FEET IN WIDTH WHEN PARKING IS ALLOWED ON ONE SIDE OF THE ROADWAY, AND AT LEAST 36 FEET IN WIDTH WHEN PARKING IS PERMITTED ON BOTH SIDES. THE ROAD WIDTH REQUIREMENT APPLIES TO BOTH ON-SITE ACCESS AND ROADS ACCESSING THE SUBDIVISION. STORM DRAINAGE: 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCA T/ON OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM} MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. A. DRAINAGE PLANS AND ANAL YS/S SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL. DOES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. 8. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEER/NG REVIEW SHALL BE SHOWN ON THE ENGINEERING PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: 'ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCf/ AS PATIOS AND DR/I/EWA YS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION ORA WINGS #--------ON FILE WITH ODES AND/OR THE DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPL/CATION OF ANY BUILDING PERM/c ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FDR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFIL II/A TION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME DF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE." D. STORM WA {ER FACILITIES SHALL BE DESIGNED USING THE KCRTS LEVEL ONE FLOW CONTROL STANDARD. WATER QUALITY FACILITIES SHALL ALSO BE PROVIDED USING THE BASIC WATER QUALITY PROTECTION MENU. THE SIZE OF THE PROPOSED DRAINAGE TRACTS MAY HA VE TO INCREASE TO ACCOMMODATE THE REQUIREO OETENTION VOLUMES AND WATER QUALITY FACILITIES. ALL RUNOFF CONTROL FACILITIES SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FDR RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14. IBO. £. THE APPL/GANT HAS RECEIVED APPROVAL FOR A DRAINAGE ADJUSTMENT APPL/CATION REGARDING THE PROPOSED SHARED FACILITY DETENTION POND. THE ADJUSTMENT DECISION IS CONTAINED WITHIN FILE NUMBER L04V010J. OUR/NG FINAL REVIEW OF THE ENGINEERING PLANS, ALL APPLICABLE CONDITIONS OF THE ADJUSTMENT APPROVALS SHALL BE SA llSFIED. F. AS STA TED IN THE DRAINAGE ADJUSTMENT DECISION, THE DETENllON POND SHALL BE DESIGNED USING THE LEVEL 1 FLOW CONTROL STANDARD AND BASIC WATER QUALITY STANDARDS ARE REQUIRED FOR DESIGN OF THE DRAINAGE FACILITY. IF A WET POND FACILITY IS PROVIDED FOR WATER QUALITY. THE DESIGN SHALL COMPLY WITH THE 3: 1 FLOW LENGTH RA no AS OUTLINED ON PAGE 6-72 IN THE DRAINAGE MANUAL. G. AS REQUIRED BY SPECIAL REQUIREMENT NO. 2 IN THE DRAINAGE MANUAL. THE 100-YEAR FLOODPLAIN BOUNDARIES FOR THE ONSITE WE {LANDS SHALL BE SHOWN ON THE FINAL ENGINEERING PLANS AND RECORDED PLAT. ACCESS/ROADS· 8. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) !NCWD/NG THE FOLLOWING REQUIREMENTS: A. DURING PRELIMINARY REVIEW THE APPLICANT SUBMITTED A ROAD VARIANCE APPL/CA TIDN (FILE NO. L06V0042}, REGARDING THE SAG VERTICAL CURVE AND SUBSTANDARD STOPPING SIGHT DISTANCE ALONG THE PLAT FRONT1iCE. IN RESPONSE TO THE VARIANCE APPL/CA !ION, THE KING COUNTY ROAD ENGINEER PROVIDED A DECISION LETTER DA TED JUNE 20, 2006 WHICH APPROVED THE VARIANCE BASED UPON REQUIRED /LLUMINA TION FOR THE SAG CURVE ON 148TH A VE SE. THE FINAL ROAD IMPROVEMENTS AND DESIGN PLANS FOR THE PROJECT SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CONDITIONS OF APPROVAL AS STA TED IN THE VARIANCE DECISION. 8. 148TH A VENUE SE SHALL BE IMPROVED ALONG THE FRONTAGE AS AN URBAN COLLECTOR ARTERIAL INCLUDING ALL DESIGN CRITERIA F{/OM THE ROAD VARIANCE DECISION. IN ACCORDANCE WITH KCRS 2.02, THE CURB LOCA noN SHALL BE DESIGNED AT 22-FEET FROM THE ROAD CROWN TO PROVIDE FULL WIDTH TRA I/EL LANES AND A BIKE LANE. THE PRELIMINARY DESIGN PLAN FOR ROSEMONT£ SHOW.S ROAD GRADING EXTENDING OUTSIDE THE RIGHT-OF-WAY ON THE EAST SIDE OF 148TH A VE SE. DURING FINAL ENGINEERING REVIEW, THE APPLICANT SHALL ACQUIRE EASEMENTS FOR ANY PROPOSED CONSTRUCT/ON ON PR/VA TE P{/OPERTY OR PROVIDE AN ALTERNATIVE DESIGN WHICH IS ACCEPTABLE TO KING COUNTY FOR ROAD CONSTRUCT/ON WITHIN THE EXISTING RIGHT-OF-WAY. IF DESIRED BY THE APPLICANT, THE ROAD FRONTAGE IMPROVEMENTS FOR ROSEMONT£ MAY BE SA TISFIEO BY DEVELOPMENT OF THE EAST RENTON PLAT. C. THE PROPOSED LOOP ROAD WITHIN THE SUBDIVISION {SE 118TH ST.) SHALL BE IMPROVED AS AN URBAN SUBACCESS STREET. D. TRACT A SI/ALL BE IMPROVED AS A PR/VA TE JD/NT USE DRIVEWAY SERVING A MAXIMUM OF TWO LOTS. THE SERVING LOTS SHALL HA VE UNDIVIDED OWNERSHIP OF THE TRACT AND BE RESPONSIBLE FOR ITS MAINTENANCE. AS SPECIFIED IN KCRS 3.01C, IMPROVEMENTS SHALL INCLUDE AN 18 FOOT PAVED SURFACE AND A MINIMUM TRACT WIDTH OF 20 FEET. DRAINAGE CONTROL SHALL INCLUDE A CURB OR THICKENED EDGE ON ONE SIDE. E. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS AND SHALL COMPLY WITH SECTION 5.03 OF THE KCRS. F. STRE.ET !LLUMINA T/ON Sf/ALL BE PROVIDED ALONG THE PLAT FRONTAGE FOR ARTERIAL STREETS IN ACCORDANCE WITH KCRS 5.05. G. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECTION 4.01F, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIOENING EXISTING ASPHALT, UNLESS OTHERWISE ALLOWED BY KING COUNTY. H. 148TH AVE SE IS CLASSIFIED AN ARTERIAL STREET WHICH MAY REQUIRE DESIGNS FOR BUS ZONES AND TURN OUTS AS SPECIFIED IN KCRS 2.16, THE DESIGNER SHALL CONTACT METRO AND THE LOCAL SCHOOL DISTRICT TO DETERMINE SPECIFIC REQUIREMENTS. /. MOD/FICA !IONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS 1. 08. 9. ALL UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLA T RECORDING. 10. THE PLAT PLAN FOR ROSEMONTE SHOWS A RETAINING WALL ASSOC/A TED WITH 145TH AVE SE WHICH EXTENDS INTO THE BSBL FOR THE WETLAND BUFFER. DURING ENGINEERING REVIEW FOR EAST RENTON, A REV/SEO ROAO ALIGNMENT AND GRADING PLAN SHALL BE PROVIDED WHICH DEMONSTRATES THAT ROAD CONSTRUCTION WITHIN ROSEMONTE WILL COMPLY WITH APPLICABLE SENSITIVE AREA CODES. THE REVISED ROAD DESIGN AND GRADING PLAN MAY RESULT IN MOD/FICA TION DR LOSS OF LOTS AS SHOWN ON THE PRELIMINARY PLAT. AL TERNA TIVEL Y, THE APPLICANT MAY SEEK APPROVAL TO USE BUFFER AVERAGING AS A MEANS TD REVISE THE LOCA T/ON OF THE BUFFER AND BSLB TO ACHIEVE CODE COMPLIANCE. 11. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH AVE SE FROM THOSE LOTS WHICH ABUT IT. A NOTE TO THIS EFFECT SHALL APPEAR ON THE ENGINEERING PLANS AND THE FINAL PLAT. 12. OFF-SITE ACCESS TO THE SUBDIVISION SHALL BE OVER A FULL-WIDTH. DEDICATED AND IMPROVED ROAD WHICH HAS BEEN ACCEPTED BY KING COUNTY FOR MAINTENANCE. IF THE PROPOSED ACCESS ROAD HAS NOT BEEN ACCEPTED BY KING COUNTY AT THE llME OF RECORDING, THEN SAID ROAD SHALL BE FULLY BONDED BY THE APPLICANT OF THIS SUBDIVISION. 13. THE APPLICANT SHALL PROVIDE A SAFE WALKING ACCESS TO APOLLO ELEMENTARY SCHOOL WITH URBAN IMPROVEMENTS ALONG THE WEST SIDE OF 148TH AVE NE TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. THIS IMPROVEMENT INCLUDES URBAN FRONTAGE IMPROVEMENTS ALONG PROPERTY FRONTAGE OF THE PLAT OF EAST RENTON. NORTH OF SE 119TH STREET, AS WELL AS URBAN IMPROVEMENTS ALONG FRONTAGE OF ROSEMONTE AND URBAN IMPROVEMENTS NORTH TO THE EXISTING CROSSWALK ON THE NORTH SIDE OF SE 117TH ST. IN THE EVENT IT IS NOT PRACTICAL TO CONSTRUCT URBAN IMPROVEMENTS ON THE WEST SIDE OF 148TH A VENUE SOUTHEAST EXTENDING TO Ti/£ EXISTING CROSSWALK, A NEW CROSSWALK MAY BE ESTABLISHED SOUTH OF SOUTHEAST 117TH STREET AND A SAFE WALKWAY PROVIDED ON THE EAST SIDE OF 148TH A VENUE SOUTHEAST FROM THE NEW CROSSWALK TO THE NORTH SIDE OF SOUTHEAST 117TH STREET. THIS ALTERNATIVE MAY USE A GRADED SURFACE ON THE EAST SIDE OF 148TH AVE SE TO ENSURE THAT SCHOOL-AGE PEDESTRIANS ARE PROVIDED AN ACCEPTABLE-WIDTH WALKWAY SURFACE BEHIND THE CURBING. THE WALKWAY SHALL BE DESIGNED TO THE SATISFACTION OF THE SCHOOL DISTRICT AND DOES. NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. MIT/GA llQN/IMPACT FEES: 14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MIT/GA //ON PAYMENT SYSTEM (MPS}, BY PA YING THE REQUIRED MPS FEE AND ADMINISTRA T/ON FEE AS DETERMINED BY THE APPLICABLE /TEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT THE FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION /5 CHOSEN, THE FEE PAID SHALL BE THE FE[ IN EFFECT AT THE TIME OF PLAT APPL/CA !ION AND A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS. "All FEES REQUIRED BY KING COUNTY CODE 14. 75, MIT/GA TION PAYMENT SYSTEM (MPS), HA VE BEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DA TE OF BUILDING PERMIT APPL/CAT/ON. 15. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.4J, WHICH IMPOSES /M/'ACT FEES TD FUND SCHOOL SYSTEM IMPROVEMENTS NEEOEO TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (50%} OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. WEn,ANQS: 16. PRELIMINARY PLAT REVIEW HAS IDENTIFIED SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT AS LISTED BELOW. ALL OTHER APPLICABLE REQUIREMENTS FROM K.C.C. 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT. A. THE CLASS 2 WETLAND SHALL HA VE A MINIMUM 50-FOOT BUFFER OF UNDISTURBED VEGETA noN AS MEASURED FROM THE WETLAND EDGE. B. SENSITIVE AREA TRACT(S) SHALL BE USED TO DEL/NEA TE AND PROTECT SENSITIVE AREAS AND BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBDIVISIONS AND SHALL BE RECORDED ON ALL DOCUMENTS OF TITLE OF RECORD FOR ALL AFFECTED LOTS. C. BUFFER WIDTH AVERAGING MAY BE ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADDITIONAL PROTECTION TO THE WETLAND/STREAM OR ENHANCE THERE FUNCTIONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE DOES NOT DECREASE. IN NO AREA SHALL THE BUFFER BE LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MIT/GA T/ON PLAN WILL BE REQUIRED FDR THE REMAINING ON-SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING ENGINEERING REVIEW. D. A 15-FOOT BSBL SHALL BE ESTABLISHED FROM THE EDGE OF BUFFER AND/OR THE SENSITIVE AREAS TRACT(S) AND SHOWN ON ALL AFFECTED LOTS. £. TO ENSURE LONG TERM PROTECllON OF THE SENSITIVE AREAS A SPLIT-RAILED FENCE OF NO MORE THAN 4 FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SENSITIVE AREA TRACT BOUNDARIES IN THE AREA OF PROPOSED LOTS. SENSITIVE AREA SIGNS SHALL BE ATTACHED TO THE FENCE AT NO LESS THAN 100 FOOT INTERVALS. F. IF ALTERATIONS OF STREAMS AND/OR WETLANDS ARE APPROVED IN CONFORMANCE WITH K.C.C. 21A.24, THEN A DETAILED PLAN TO MIT/GA TE FOR IMPACTS FROM THAT ALTERA T/ON WILL BE REQUIRED TO BE REVIEWED AND APPROVED ALONG WITH THE PLAT ENGINEERING PLANS. A PERFORMANCE BOND OR OTHER FINANCIAL GUARANTEE WILL BE REQUIRED AT THE TIME OF PLAN APPROVAL TO GUARANTEE THAT THE MIT/GA TION MEASURES ARE INSTALLED ACCORDING TO THE PLAN. ONCE THE MIT/GA T/ON WORK IS COMPLETED TO A ODES SENIOR ECOLOGIST'S SA T/SFACTION, THE PERFORMANCE BOND MAY BE REPLACED BY A MAINTENANCE BOND FOR THE REMAINDER OF THE FIVE-YEAR MONITORING PERIOD TO GUARANTEE THE SUCCESS OF THE MIT/GA TION. THE APPLICANT SHALL BE RESPONSIBLE FOR THE /NSTALLA T/ON, MAINTENANCE AND MONITORING OF ANY APPROVED MIT/GA TIDN. THE MIT/GA T/ON PLAN MUST BE INSTALLED PRIOR TO FINAL INSPECTION OF THE PLAT. G. PRIOR TD COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TRACT(S) IN A HIGHLY VISIBLE MANNER, AND THESE AREAS MUST REMAIN SO MARKED UNTIL ALL DEVELOPMENT PROPOSAL ACT/VlllES IN THE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED. H. DURING ENGINEERING PLAT REVIEW THE APPLICANT SHALL PROVIDE A WETLAND HYDROLOGY ANAL YS/S TD DEMONSTRATE HOW THE WETLAND HYDROLOGY WILL BE MAINTAINED POST-CONSTRUCT/ON. I. DETENTION OUT-FALL STRUCTURES MAYBE PERMITTED WITHIN THE WETLAND/STREAM BUFFERS. HOWEVER, STRUCTURES SHALL BE LOCATED IN THE OUTER EDGE OF THE BUFFER, IF POSSIBLE. ALL BUFFER IMPACTS SHALL BE MIT/GA TED. 17. DEVELOPMENT AUTHORIZED BY THIS APPROVAL MAY REQUIRE OTHER STATE ANO/OR FEDERAL PERMITS OR APPROVALS. IT IS THE APPLICANT'S RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE. 18. OUR/NG ENGINEERING REVIEW, THE PLAN SET SHALL BE ROUTED TO THE SENSITIVE AREAS GROUP TO DETERMINE IF THE ABOVE CONDITIONS HA VE BEEN MET. GEO TECHNICAL: 19. THE APPLICANT SHALL DELINEATE ALL ON-SITE EROSION HAZARD AREAS ON THE FINAL ENGINEERING PLANS (EROSION HAZARD AREAS ARE DEFINED IN KCC 21A.06.415). THE DELINEA T/ON OF SUCH AREAS SHALL BE APPROVED BY A ODES GEOLOGIST. THE REQUIREMENTS FOUND IN KCC 2/A.24.220 CONCERNING EROSION HAZARD AREAS Sf/ALL BE MET, INCLUDING SEASONAL RESTRICTIONS ON CLEARING AND GRADING ACTIVITIES. 20. THE GEOTECHNICAL WORK FOR THIS PROJECT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH RECOMMENDA !IONS PRESENTED IN THE GEOTECHNICAL ENGINEERING REPORT DA TED APRIL 23, 2003 BY ASSOC/A TED EARTH SCIENCES, INC. A. STRUCTURAL FILL PLACEMENT SHALL BE CONllNUOUSL Y MONITORED AND APPROVED IN WRITING BY THE PROJECT GEOTECHNICAL ENGINEER OR ENGINEERING GEOLOGIST. B. AFTER EXCAVATION AND PRIOR TO STRUCTURAL FILL OR FOUNDATION PLACEMENT, ALL BEARING SOILS SHALL BE INSPECTED AND APPROVED IN WRITING BY AN EXPERIENCED GEOTECHNICAL ENGINEER DR ENGINEERING GEOLOGIST. C. STRUCTURAL FILL PLACED FOR IMPROVED AREAS SUCH AS PAVEMENTS OR FLOOR SLABS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY BY ASTM TEST DESIGNATION D-1557 (MODIFIED PROCTOR) OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER DR ENGINEERING GEOLOGIST. D. ALL PILE FOUNDATION INSTALLATIONS SHALL BE CONTINUOUSLY MONITORED BY A REG/STEREO GEDTECHNICAL ENGINEER OR A LICENSED ENGINEER/NG GEOLOGIST FDR COMPLIANCE WITH AN APPROVED PLAN AND THE GEOTECHN/CAL REPORT. COMPLIANCE AND APPROVAL OF THE PILE FOUNDATION INSTALLATION SHALL BE DOCUMENTED IN A REPORT TO THE KING COUNTY SITE OR BUILDING INSPECTOR. £. THE LOCATION AND HEIGHT OF ANY PROPOSED ROCKER/ES OR RETAINING WALLS SHALL BE SHOWN ON THE ENGINEER/NG PLANS. F. ANY CREA TED FILL SLOPE THAT IS 40 PERCENT OR STEEPER AND 10 FEET OR GREATER IN VERTICAL HEIGHT SHALL BE SUBJECT TO A 50-FOOT WIDE BUFFER PLUS A 15-FOOT WIDE SEIDACK AREA FROM ITS TOP, TOE AND SIDES. THIS BUFFER MAY BE REDUCED TO 10 FEET WITH A SA T/SFACTORY EVALUA T/ON BY A REGISTERED GEOTECHNICAL ENGINEER OR LICENSED ENGINEERING GEOLOGIST. G. THE APPLICANT SHALL DELINEATE ALL ON-SITE EROSION HAZARD AREAS ON THE FINAL ENGINEERING PLANS (EROSION HAZARD AREAS ARE DEFINED IN KCC 2/A.06.415). THE DELINEA T/ON OF SUCH AREAS SHALL BE APPROVED BY A DOES GEOLOGIST. THE REQUIREMENTS FOUND IN KCC 21A.24.220 CONCERNING EROSION HAZARD AREAS SHALL BE MET. INCLUDING SEASONAL RESTRICTIONS DN CLEARING AND GRADING ACTIVITIES. SENS!ll~ AREA: 21. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEOICA TION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVA T/ON OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEAL TH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEA VE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETA T/ON WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MA y NOT BE cur. PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHER WISE PRO VIDEO BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SA 71SFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SEIDACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. RECREA llQNAL AREA: 22. THE PLAT DESIGN SHALL BE REVISED TO PROVIDE THE MINIMUM SUITABLE RECREA T/ON SPACE CONSISTENT WITH THE REQUIREMENTS OF K.C.C. 21A.14.180 AND K.C.C. 21A. 14.190 (I.E., MINIMUM AREA, AS WELL AS, SPORT COURT[S}. CHILDREN'S PLAY EQUIPMENT. PICNIC TABLE{SJ BENCHES, ETC.), AS SHOWN ON HEARING EXH. NO. 26. A. A DETAILED RECREATION SPACE PLAN (I.E., LDCA TIDN, AREA CALCULA T/ONS, DIMENSIONS, LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF ENGINEERING PLA TS. B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. C. MODIFY THE PLAT, AS NEEDED TO COMPLY WITH KCC 21A.14.180.F, AS SHOWN IN HEARING EXH. NO. 26 FDR THE PLAT OF EAST RENTON (DOES FILE NO. L02P0005). 10bnt1,¥JP. 23 N., RGE. 5 E., W.M, 23. A HOMEOWNERS' ASSOC/A noN OR OTHER WORKABLE DRGANIZA f/ON SHALL BE ESTABLISHED TO THE SATISFACTION OF DOES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREA T/ON, OPEN SPACE AND/DR SENSITIVE AREA TRACT(S), WHICH COMBINE USAGE OF THE RECREATION AREA ()F THE PLAT OF EAST RENTON (DOES FILE NO. L02P0005) AND THIS PLAT, AS SHOWN IN HEARING EXH. ND. 26 FOR THE PLAT OF EAST RENTON. 24. STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.03 AND K.C.C. 2/A.16.050): A. TREES SHALL BE PLANTED AT A RA TE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. B. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPDRTA T/ON DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED ND MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LIN£ D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOC/A TION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. £. THE SPECIES OF TREES SHALL BE APPROVED BY ODES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUOE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPA T/BLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERING PLAN APPROVAL. G. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT (206} 684-1622 TO DETERMINE IF 148TH AVE SE IS ON A BUS ROUTE. IF 148TH A VE SE IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELEASED AFTER DOES HAS COMPLETED A SECOND INSPEC710N AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY AND THRIVING. I. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE 18 SUBJECT TO CHANGE BASED ON THE CURRENT COUNTY FEES. 25. THE ENGINEERING PLANS FOR THIS PROJECT SHALL IDENTIFY THE LOCA T/ON OF ANY WELLS ON THE SITE AND PROVIDE NOTES WHICH ADDRESS THE REQUIREMENTS FOR THE CONTRACTOR TO ABANDON THE WELL(S) PURSUANT TO REQUIREMENTS OUTLINED IN THE WASHINGTON ADMINISTRATIVE CODE (WAC 173-160). SEPA: 26. THE FOLLOWING HA VE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MIT/GA TE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL. (/.) TO MIT/GA TE THE SIGNIFICANT ADVERSE IMPACT THE PLAT OF ROSEMONTE WILL HA VE ON THE INTERSECTIONS OF SR 900/14BTH AVE SE AND SR 900/164TH AVE SE, THE APPLICANT SHALL INSTALL, EITHER INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPMENT PROJECTS IN THIS AREA. THE FOLLOWING IMPROVEMENTS AT THE SR 900/148TH A VE INTERSECT/ON: • A TRAFFIC SIGNAL, AND • EASTBOUND AND WESTBOUND LEFT TURN LANES THE DESIGN FOR THE SR 900/14BTH A VE INTERSECTION IMPROVEMENTS SHALL BE APPROVED BY THE WASHINGTON STA TE DEPARTMENT OF TRANSPORTATION (AND BY KING COUNTY TO THE EXTENT SUCH IMPROVEMENTS ARE LOCATED IN COUNTY RIGHT-OF-WAY). IN ADDITION, AT A MINIMUM, THE EXISTING ENTERING SIGHT DISTANCE LOOKING EAST FDR THE NORTH AND SOUTH LEGS OF THE INTERSECTION (602 FEET AND 386 FEET. RESPECTIVELY) SHALL NOT BE REDUCED AS PART OF THE INTERSECTION IMPROVEMENTS. DOCUMENTATION SHALL BE SUBMITTEO TO SHOW THIS REQUIREMENT IS MET. ALL CONSTRUCTION WORK ASSOC/A TED WITH THE INTERSECT/ON IMPROVEMENTS SHALL BE COMPLETED BETWEEN APRIL 1ST AND SEPTEMBER 30TH. THIS SEASONAL RESTRICTION SHALL BE CLEARLY SHOWN ON TIIE FINAL ENGINEERING PLANS. IN LIEU OF THE INSTALLATION OF THE ABOVE-NOTED INTERSECT/ON IMPROVEMENTS PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT MAY POST A FINANCIAL GUARANTEE WITH W.SDOT WHICH ASSURES THE /NSTALLA T/ON OF THESE IMPROVEMENTS WITHIN TWO YEARS OF THE RECORDING OF ROSEMONTE. IN THIS EVENT. INTERSECT/ON IMPROVEMENT DESIGN MUST BE APPROVED BY WSDOT PRIOR TO KING COUNTY APPROVAL OF THE ENGINEERING PLANS FOR ROSEMONT£ IF THE ABOVE-NOTED INTERSECTION IMPROVEMENTS HAVE ALREADY BEEN MADE BY OTHERS PRIOR TO THE RECORDING OF ROSEMONT£, DR A FINANCIAL GUARANTEE HAS BEEN POSTED BY OTHERS WHICH ASSURES THE INSTALLA T/ON OF THESE IMPROVEMENTS, THEN THE APPLICANT FOR ROSEMONTE SHALL PAY A PRO-RA TA SHARE DOLLAR AMOUNT TO THE DEVELOPER WHO HAS MADE THE IMPROVEMENTS OR "BONDED" FOR THE IMPROVEMENTS, IN AN AMOUNT PROPORTIONAL TO THE IMPACTS OF ROSEMONTE. THE PRO-RA TA SHARE DOLLAR AMOUNT TO BE PAID SHALL BE SET BY WSDOT, AND DOCUMENTATION SHALL BE PROVIDED BY THE ROSEMONTE APPLICANT TO THE KING COUNTY LAND USE SERVICES DIVISION TO SHOW THIS PAYMENT HAS BEEN MADE, PRIOR TO FINAL PLAT RECORDING. THE PRO-RA TA DOLLAR AMOUNT TO BE PAID SHALL BE BASED ON THE FOLLOWING: • • • THE FINAL ROSEMONTE LOT COUNT THE TRIP DISTRIBUllON FOR ROSEMONTE THE TOTAL TRIPS CONTRIBUTED TO THE INTERSECTION OF SR 900.14BTH AVE BY THE PLATS OF ASTER PARK (LOOP0024), STONE RIDGE 9L99P3008), EAST RENTON (L02P0005), SHAMROCK (L02P0014), ROSEMONTE (AKA IRONWOOD -L03P0018), MARTIN (L05P0019} AND ANY FUTURE LAND USE APPL/CA T/ONS SUBMITTED TO KING COUNTY FOR WHICH COMPLIANCE WITH THE KING COUNTY INTERSECTION STANDARDS (KCC 14.80) IS REQUIRED AT EITHER THE SR 900/148TH AVE INTERSECTION, OR THE SR 900/164TH AVE HIGH ACCIDENT LOCATION. IN THE EVENT THAT EITHER KING COUNTY OR WSDDT ADOPTS A FORMAL "LATECOMER'S" SYSTEM PRIOR TO FINAL PLAT RECOROING, THAT SYSTEM MAY BE FOLLOWED IN LIEU OF THE APPROACH DESCRIBED ABOVE, AT THE DISCRETION OF THE APPLICANT, AS LONG AS AT A MINIMUM THERE IS A FINANCIAL GUARANTEE WHICH A,SURES THE ABOVE-NOTED INTERSECTION IMPROVEMENTS WILL BE INSTALLED WITHIN TWO YEARS OF THE DA TE OF RECORDING OF THE PLAT OF ROSEMONTE. {COMPREHENSIVE PLAN POLICY T-303 AND KING COUNTY C0Dt 21A.28.060A] (2.) DOCUMENTATION SHALL BE PROVIDED TO DEMONSTRATE TO THE SA T/SFACT/DN OF WSDOT THAT STOPPING SIGHT DISTANCE {360 FEET) IS AVAILABLE ON THE EAST LEG OF THE SR 900/14BTH A VE INTERSECT/ON. THE INTERSECTION SHALL BE MODIFIED BY THE APPLICANT, IF NECESSARY, SO THAT THIS STOPPING SIGHT DISTANCE REQUIREMENT IS MET ON THE EAST LEG. IN ADDITION, THE APPLICANT SHALL CLEAR VEGETATION WITHIN THE RIGHT-OF-WAY ALONG SR 900, EAST OF 148TH A VE., TO MAXIMIZE THE ENTERING SIGHT DISTANCE FOR THE NORTH AND SOUTH LEGS OF THE INTERSECTION. [COMPREHENSIVE PLAN POLICY T-303 AND KING COUNTY COMPREf/ENSIVE POLICY T-303 AND KING COUNTY CODE 21A.28.060A] ORDERED THIS 10TH DAY OF APRIL, 2007. KING COUNTY 0.0.E.S. Revlew Engineer Senior Engineer JAMES H. SANDERS. P.E. DEI/ELDPMENT ENGINEER Comments: Completion Date Completion Date Approval Date © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034--6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net land Develupmenl Consullanls GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L COX. ASLA PROJECT LINDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: 5/16/08 SCALE: HORIZ.: N/A VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 3or10 ' + + V + 6" P/PII SLOPE + . + /+ \ / \'.\ 1'.; J \ \ --)(-\-X---x--:'; ,/ \ / L __ ·-·-·, + + 'V .·, I \ + \ ! + <\., I I -~ / INSTALL 2 ROWS OF SILT FENCE 1 SIDE CLEARING UM/TS UN£ (TYP} / / / / I CLEARING UM/TS (TYP) • CONSTRUCT TEMPORARY ROCK-LINED SWALE DOWN 2:1 SLOPE (TYP) ROCK-LINED SWALE ACROSS TACKIFIER (TYP) POR ! i i OF THE NE 1/4 OF THE INSTALL 12' WID£ 4"-6" THICK STRIP OF 2" GRA 1-E"L 01-E"R FILTER FABRIC AS SHOWN TO PROVIDE ACCESS TO TEMPORARY SEDIMENT BASINS. SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. MA TCHUN£ 16+50, SE£ SHEET 5 I ,' F) c/ /LC/ ."/--'AlJiEL 46/1.2 EX. WIRE FENCE TO BE REMOVED i i UTlLJT't 'EX. HB" TO BE REMOVED EX. ONE STORY TO BE REMOVED EX WELL INSTALL 1 ROW OF SILT FENCE INSIDE CLEARING LIMITS LINE TO BE REMOVED IN ACCORDANCE WITH D04 STANDARDS. DISC&WlE TO A STMIIUZEO WAT£RC0URS£, SE01M£NT RETENTION f'ACIUTY 0-R STABtUZtD OUTLET , Maintenance Standards INTERCEPTOR Oll<E INLET AND AU. SECTIONS MUST IE SECUlll:LY FASTENED TOGtTHEII Wffll CASKETED WAmtTIGHT Nfifflli"""'NGS The inlet shall not be undercut or bypassed by water. If there are problems, the head wall shall be appropriately reinforced. 2. No erosion shal occur at the outlet point. If erosion occurs, additional protection shall be added. PIPE SLOPE DRAIN NOT TO SCALE EXISTING GROUND CONTOUR TYP I PAD EL .:01. s I 'I EX. 4' CYCLONE FENCE ,/ • TO BE REMOVED ;\. I I . , --.. §IJ6" i : ••. ,," .,J l I 5 E., W.M. ~ TCHUN£ 1:J+OO. SEE SHEET 5 ,..._--'-- 0 I I CSWPPP NOTES: KEY MAP NOT TO SCALE SCALE: 1" = 40' 20 40 I LEGEND 12' WIDE GRAVEL STRIP (TRAFFIC AREAS} GUAR-GUM TACKIFIER (NON-TRAmc AREAS) ALL POLLUTANTS, INCLUDING WASTE' MA TE'RIALS AND DEMOLITION DEBRIS. THAT OCCUR ONSITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWA TE'R. GOOD HOUSEKEEP/NG AND PREVENTATIVE MEASURES WILL BE TAKEN TO ENSURE THAT THE SITE' MLL BE KEPT CLEAN. WELL ORGANIZED. AND FREE OF DEBRIS. NO POLLUTION PRODUCTS ARE TO BE STORED ON THE SITE: UNLESS A PLAN IS SUBMITTED AND APPROVED BY KING COUNTY DDES. A DETAILED LIST OF PERSONS SHALL BE SUBMITTE:D TO KING COUNTY DDES PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SITE INCLUDING THE TESC SUPERVISOR AND PERSONNEL RESPONSIBLE FOR THE PROPER REFUELING OF CONSTRUCT/ON EQUIPMENT AND CONTAINING ANY CONCRETE' WASHOUT FACILITY. PORTABLE SAN/TAT/ON FACILITIES WILL BE FIRMLY SECURED, REGULARLY MAINTAINED, AND EMPTIED WHEN NECESSARY. SOLID WASTE' WILL BE STOREO IN SECURE, CLEARLY MARKED CONTAINERS. NOTE: GUAR-GUM BASED TACKIFIER SHALL BE APPLIED TO ALL NON-TRAFFIC R-0-W AREAS. THE REMAINDER OF THE SITE OUTSIDE THE R-0-W SHALL BE HYDROSEEDED, AND S150 (STRAW FABRIC} SHALL THEN BE PLACED 01-E"R ALL 2: 1 SLOPES. 'M NO CONSTRUCTION OR SITE DISTURBANCE FOR THIS PROJECT MAY BEGIN BEFORE THE APPLICANT FIRST OBTAINS A GENERAL PERMIT TO DISCHARGE STORM WATER ASSOC/A TED WITH CONSTRUCTION ACTIVITY PERMIT FROM THE WASHINGTON STA TE DEPARTMENT OF ECOLOGY. .. THERE SHALL BE NO DIRECT 1-E"HICULAR ACCESS TO " OR FROM 148TH A 1-E" SE FROM THE LOTS WHICH ABUT THIS STREET. ·1 SITE PREPARATION, FILL, EXCAVATION AND ,, COMPACTION RECOMMENDATIONS ARE LOCATED IN THE GEOTECHNICAL ENGINEERING REPORT BY ASSOC/A TED EARTH SCIENCES, INC. DA TED 4/24/02 AND 4/23/03 CAUllON -~ ~~~~~~Ao~ Ef!viTlz~ yu:~rii ~1~:1~ OR ALL I INCLUS/1-E". IT IS THE CONTRACTOR'S 'Ji RESPONSIBILITY TO FIELD 1-E"RIFY LOCATION OF ,! UTILITIES PRIOR TO PROCEEDING WITH ,i CONSTRUCTION. YOU MUST CALL 1-800-424-5555 I NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Dote Approval Dote © 2008 TRIAD ASSOCIATES " TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net ' ' ' Land Development Consultants ~ ~ C) ffi c:: i,... Cl) ,q: ~ ~ C) 0 ~ ~ 0 Cl) ~ ~ " :s: ~ ~ ~ ,q: ..... (.!) ;c 3: c::i ::E ...... ~ ~ [fl (.!) ~ ...... Cl.) ~ ,. ii, ~ .. ~ ~~ " " § <c ;§ ,! ; ~ 8 ~ ~ ~ ~ ~ ., ., ~ lzl ~ .., "' ~ ~ a; ~ ~ ~ ~ ~ " ~ ! ~ GERALD F. BUCK. AICP PROJECT MANAGER NICK A. 'r1NGER. PLS PROJECT SURVEYOR SHERI H. MURATA, PE PROJECT ENGINEER JEFFREY L COX. ASlA It) Cl) ~ c:: ,q: ~ ~~ ....i ....... ct: re ,q:! i...: ::j Cl) ::.:: ~ ). .... ~ s: ~ i::: (.) ,q: PROJECT LANDSCAPE ARCHITECT 11RST SUHIITITAL DATE: 5/16/08 SCALE: BORIZ.: 1 "=40" VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED E (!J ~ ~ ; )." ... ~ C (.") (!J ~ ~ JOB NO. 01-047 SHEET NO. 4oF 10 ) w i V i ! V V + j ' ! ! ! + ~. ·-c1: + + V V V + V \ ! i \ ! V + ';p,. .,.~, -+. + + + V + W V -'¥ . C CLEARING ,l/MffS (TYP)-,,/ + v INS-PALL 2 R WS, QFv SIL r.:. FENCE,INSIDE CLEAR/NG _ , . V LIM/IS Lili£ (TYP) V ;., , ;;;.::-> + ~"c ~J~;;;;R:;; ·-:---'. • , ::> ~ ', / CON]OflR !,lJ" · , " I , ; ; INSTALL 2 ROWS, OF SILT + FENCE /fo/5/DE+CLEA/JING v , i,l/!IT$}LIN~(TYP-) + /,! ' ' ! ' y + ~/"V POR OF THE NE 1/ 4 OF THE SE . ! .i 12· IE ,: i 458:0 i ' V INSTALL 45'-12" TEMPORARY CUL VERT ii I I' I ,, . ;r : '1 ' i '4 .... 0 5.0% ROCK-LINED SWALE DOWN 2: 1 SLOPE TYP INT H98. 16 SE 719TH STREET ~ 26+22.59 146TH AVENUE SE -- 1/4 & THE SE 1/4 OF THE NE 1/4, ALL PAD tl., 478.5 INSTALL 12' WIDE. 4"-6" THICK STRIP OF 2" GRAVEL OVER RLTFR FABRIC AS SHOWN TO PROVIDE ACCESS TO TEMPORARY SEDIMENT BASINS. 1Vlotlihy· -i'A<-9rad1i,q cu,,+ours ivr-/A(/,,_,' 1 f o f', ,/' ,, · 1 iue "'o,c 1e:reJ.o1cli q;11, ;_1,,/; C.1.1,/ Vittf .s ~-'-' NI/;;.,/ e,y 1s 'A,\a,f ,:./, a.~,,:( J1. uu 11. f 'f il c.ovev ts f r"OVh/¢lc/, IN --------- SEC. 10, TWP. 23 N., RGE. 5 E., W.M. i\ ) ci,cARP0;7;l_~~sx,c_cwii_'ill/ ~ I /11111 ! ~ipcf6 J~f 1 , / Ex, HqusE~-, 1· 1 • -1 , , , 1 fl: 12r IE CPP 458.58 N · i EX..'DECK I , '· .. ,, ' · I II I I 12' IE CPP 45858 E I ) ' / @ GRO~ND 1-+-' ; I: ! I .~ . ii I 11111 EX CB 7854 ' x ssMH 10Jo1 LEVEL) : , •• _ I -P& T #\--,,,-c ""' L J i1\ TOP 460.44 (IJM 460.67 .· ' ,J , . ',,B;f 1 1 I '1' I Ill" IE CPP 457.14 N ti" (IN 'E, 0/JT N} . \ I \ ','u;.r1 I I -lvl .. 1 I 18" IE CPP 457.14 s (!TR CHA,NNt,L 451.i/5 . le 't/.i [.' I J l 1 11111 l\ it· 2a c;:s:5814 w u;. 'rs 'i\ ;u.d\ "m·-~Y\,~r,'4ul·lj I ,,, TOP 459.'90 -'S. '· ,~SIG .1 l i /l i itl!ll f \ ~°' '·. 18" IE CPP 457.25 N ; '' 11+'1 i Ji' .ildJ ~X-\0'.,WA•L. K 0~1a".lc .. CPP .4 .. 57.25 s , · , , · · · · · · I '-n_EX ·STOP--, -! ..... i:· .. . 'fl I s t±:ill---<~ EX:. CB. 70328'°""':_ - · I · :'.1 ·. ;.;C7 TOP 460:5_3 : •. I .• .. -·-/ • " • ' ( ) -L ''!![V . · · 1 12 ,IE CMP•,458.BB; E IN _i· · --·~ ~ __ 12"'/E CONG 458.88 SW (OU{} -; ·. ...~~-,·-·----·· --, S S--!-. ______ : i\ 1 .. ·' , · · & ~. : ,--ss-- ·GJ ... 1 <!;;.:':_:· ---·.: .. ~j (Q Cu QJ r~ s t1: c~,,--:. SE /17fH ST 12 . lf;.lg, '~~[X, "D[Afi_sND~ •.. 1 "s I jf";'°L , \. )<"tx.ce 10314 -------- f!', , ·-,. /. Ii . ;,_-0 " TOP 461, 04 ' i 1 •. ' ' 12" IE CONC 458.89 [ (IN) ,j/ r · ·l·Lo I ' 12" I[ CONC 458.84 NW (OUT) 1 1 ... 1. '<1 ' 1. /. ::,. ·.~' EX CB 7857 TYPE II 48" I : L " r roP 460.31 I-5j~l,' 1 1 12" IE CPP 456.64 S ~ I r:~ 1 1···· t r~P I if;! gg~g :ii!: !f -. / I /i /8" IE CPP 457.07 N -·.I·:···· .. 1 1, 'I: /8" IE CMP 456.97 W (OUT) Ju ,tx. "ROCKIN HORSE I: . 11 I ,4D3 I DANG[ BARN" .... ,;,< .. ·. r11 . 1 -i.~. 1 [X SDMH 7863 TYPE fl 48" ; ;'v TOPi459.68/ I I 1111 '1. ! 24" I[ CMP' 451.88 NW f;!'' IE CONC 453. 60 E 1' II,, ·:t1,·--;1 . '• -/ . ; 12" IE CMP 454.75 s . 18" IE CMP 455.83 t I (BRICK1 CONSTRUC,T!ON) '1J I EX CB 7880 ' ' I J TOP r477 82 __ .,,,. · s 1'12" IE CMP, 469. 52 N / . I i 12:JE>CMP 469.62 S ./ I ·, i NOTE: CONSTRUCT PERMANENT ( .e---,--1ll ll~ = ~ !1!1--1---1!1! 1--.. .. -f:11---i---,~ ~ 1-- ~ 1--1---1;,: 1-- 1-- SE 120TH ST I I I r'---11 ,__...,, __ _,_-;--__.__.-1..---1...-L..L.L...LJLL_J • 0 I CSWPPP NOTES: KEY MAP NOT TO SCALE ' / SCALE: 1" ;:;: 40' 20 40 80 I I LEGEND 12' WIDE GRAVEL STRIP (TRAFFIC AREAS) GUAR-GUM TACKIFIER (NON-TRAFFIC AREAS) ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ONSJTE SHALL BE HANDLED AND DISPOSED DF IN A MANNER THAT DOES NOT CAUSE CONTAMJNA TION OF STORMWA TER, GOOD HOUSEKEEPING AND PREVENTATIVE MEASURES WILL BE TAKEN TO ENSURE THAT THE SITE WILL BE KEPT CLEAN, WELL ORGANIZED, AND FREE OF DEBRIS, NO POLLUTION PRODUCTS ARE TO BE STORED ON THE SITE UNLESS A PLAN IS SUBMITTED AND APPROVED BY KING COUNTY DOES. A DETAILED UST OF PERSONS SHALL BE SUBMITTED TO KING COUNTY DOES PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SJ TE INCLUDING THE TESC SUPER VISOR AND PERSONNEL RESPONSIBLE FOR THE PROPER REFUELING OF CONSTRUCTION EQUIPMENT AND CONTAINING ANY CONCRETE WASHOUT FACILITY. PORTABLE SAN/TA TION FACILITIES WILL BE FIRMLY SECURED, REGULARLY MAINTAINED, AND EMPTIED WHEN NECESSARY. SOLID WASTE WILL BE STORED IN SECURE, CLEARLY MARKED CONTAINERS. NOTE: GUAR-GUM BASED TACKIRER SHALL BE APPLIED TO ALL NON-TRAFRC R-0-W AREAS. THE REMAINDER OF THE SITE OUTSIDE THE R-0-W SHALL BE HYDROSEEDED, AND 5150 (STRAW FABRIC) SHALL THEN BE PLACED OVER ALL 2: 1 SLOPES. INSTALL PERMANENT CB'S 1, 2, 3. 45, 46, ltf"ST OUTF'ALL. DISPERSAL TRENCH AND ALL ASSOC/A TED PIPES PER POND PLAN, SECRONS AND DETAILS, SHEETS 5-8. \. TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net Land De,1elop111ent Consullants GERALD F. BUCK, A/CP !II! PROJECT MANAGER NO CONSTRUCRON OR SITE DISTURBANCE FOR THIS ~ PROJECT MA y BEGIN BEFORE THE APPLICANT RRST I OBTAINS A GENERAL PERMIT TO DISCHARGE STORM WA TFR ASSOC/A TED WITH CONSTRUCRON ACRVTTY PERMIT FROM THE WASHINGTON STA TE DEPARTMENT OF ECOLOGY. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH A VE SE FROM THE LOTS WI-I/CH ABUT THIS STREET. SITE PREPARA RON, RLL, EXCA VA RON AND COMPACTION RECOMMENDA RONS ARE LOCATED IN THE GEOTFCHNICAL ENGINEER/NG REPORT BY ASSOC/A TED EARTH SCIENCES. INC. DA TED 4/24/02 AND 4/23/0J ENRRE SITE IS CONSIDERED AN EROSION HAZARD. Ii SEE KCC 21A.24.220 FOR DEVELOPMENT STANDARDS.~ "' CAUUQN LOCA RON OF EXISRNG URL/RES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA RON OF URL/RES PRIOR TO PROCEEDING WITH CONSTRUCRON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAl'S BEFORE BEGINNING EXCAVA RON WI-JERE ANY UNDERGROUND URL/RES MA y BE LOCATED. FAILURE TO DO so COULD MEAN BEARING SUBSTANRAL REPAIR COSTS. ''"' KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEIIELOPMENT ENGINEER Comments: ~ LtJr:::cit' ~t~~~-:c'.c'~in <h=h·~m:'.] Completion Date Completion Dote Approval Dote © 2008 TRIAD ASSOCIATES NICK A. YINGER. PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JUFREY L cox; ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBIII'ITAL DATE: 5 /16 /08 SCALE: HOWZ.: 1 "=40' Vl!RT.: N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 5oF10 POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. NOUCE BOAr{l1 CONSTRUCTION SPEC/RCA UQNS; THE NOllCE BOAf7D SHALL BE CONSTRUCTED WITH 4'x4'x1/2" PLYWOOD, EXTERIOR GRADE. GOOD SURFACE ONE SID£ PROFESSIONALLY PREPARED PLASHC BOARD OVERLAYS, PERMANENTLY AFFIXED TO THE BOARD ARE PERMISSIBLE. THE NOllCE BOARD SHALL DISPLAY THE INFORMATION AS SHOWN IN THE FIGURE AND AS SPECIFIED AT THE PRE-CONSTRUCTION MEETING. NOTICE BOARDS MAY BE REUSED BUT THEY MUST BE aEAN AND SHOW NO EVIDENCE OF FORMER WORDING. CAPITAL AND LOWERCASE LETTERS. 1. LETTERING S(YLE: HEL VET/CA OR SIMILAR STANDARD TYPEFACE 2. LETTERING Si/£· TITLE SHOULD BE .J" CAPITAL LETTERS (NOTICE OF PROPOSED CONSTRUCTION ACTIVITY). OTHER LETTERS SHOUL BE 2" LETTERS AND THE 'EMERGENCY TEXT AND PHONE MAY BE 1-1/2" LETTERS. SEE ILLUS/RATION FOR USE OF CAPITAL ANO LOWERCASE LETTERS. .J. LETTERING: BLACK (PERMANENT OR SILK-SCREEN) 4. BACKGROUND COLOR: WHITE 5. LOGO: KING COUNTY EMBLEM, IN BLACK 0 : THE APPLICANT/DEVELOPER SHALL ERECT THE NOTICE BOARD BY SOLIDLY SETTING TWO 4"x4" POSTS 12 TO 24 INCHES INTO THE GROUND OR STRUCTURALLY ATTACHING IT TO AN EXISTING BUILDING. POST LENGTH SHALL BE AT LEAST 7 FEET ABOVE THE GROUND. TWO 2"x4" DIAGONAL BRACES SHOULD BE NAILED TO TH£ INSIDE BACK OF THE POSTS ANO STAKED AT THE GROUND TO PROVIDE STABILITY AGAINST WIND OR SOFT SOIL CONDITIONS IF POSTS ARE LESS THAN 24 INCHES INTO THE GROUND. • ~ (®) NOTICE OF PROPOSED CONSTRUCTION ACTIVITY King County Department of Development & Environmental Servicea 900 Ooksdole Ave. SW Renton, WA 9BD55-1219 fype of Action· Sile Development Project No: L02P0005/L03P0018 Description: Subdivision Construction Projected completion Dote: 12/31/11 Hours of Construction: 7orn-10prn King County;s Contact: TIM CHEATUM Phone Number: 206-296-7232 Developers Conroct: JENNIFER REINER Phone Number: 425-825-1955 TESC Supervisor: MONTE DUNN Phone Number: 425-825-1955 After Bsuiness hours for 10' TENSAR GS-1 SAFETY FENCE (BRIGHT ORANGE) Of/ EQUAL. TEMPQRARY EROSION/SEDIMENTATION CONTROL NOTE!; 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (£SC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCA 7/0N OF ROADS, PIPES, RESTR/CTORS, CHANNELS, RETENllON FACILITIES, Ul/LITIES, ETC.) 2. THE IMPLEMENTA 7/0N DF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCllON IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCllON (SWIJM APPENDIX D). DURING THE CONSTRUCllON PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING UM/TS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURA 7/0N OF CONSTRUCTION. SEEDING NOTES 1. SEEDBED PREPARA 7/0N MAY INCLUDE THE FOLLOWING: A. IF INFERTILE OR COARSE TEXTURED SUBSOIL WILL BE EXPOSED DURING GRADING, STOCKPILE TOPSOIL ANO RESPREAD IT OVER THE FINISHED SLOPE AND ROLL IT TO PROVIDE A FIRM BASE. B. IF CDNSTRUCllON FILLS HAVE LEFT SOIL EXPOSED WITH A LOOSE. ROUGH OR IRREGULAR SURFACE. TRACK WALK UP SLOPE. C. IF CUTS OR CONSTRUCTION EQUIPMENT HA VE LEFT A 7/GHTL Y COMPACTED SURFACE, BREAK WITH CHISEL PLOW OR OTHER SUITABLE EQUIPMENT. PERFORM ALL CULTURAL OPERA 7/0NS ACROSS OR AT RIGHT ANGLES TO THE SLOPES (CONTOURED). THE SEEDBED SHOULD BE FIRM WITH A FAIRLY FINE SURFACE AFTER ROUGHENING. 2. FERllLIZA TION -AS PER SUPPLIER'S RECOMMENDA 7/0NS. DEVELOPMENTS ADJACENT TO WATER BODIES MUST USE NONPHOSPHOROUS FERllLIZER. \. TRIAD ASSOCIATRS 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net Environmental Softety Related Emergencies: 1-888-437-4711 GALVANIZED WIRE J. HYDROSEEOING APPL/CA 7/0NS WITH APPROVED SEED-MULCH-FERllLIZER MIXTURES MAY ALSO BE USED. Lanci De1Jelop111ent Consult811ts THE NOTICE BOARD SHALL BE ATTACHED TO THE POSTS WITH FOUR LAG BOLTS AND WASHERS (.J/8-/NCH DIAMETER AND J" LONG). NOUCE BOARD LQCA UQN; THE NOTICE BOARD SHALL BE LOCATED: • AT THE MIDPOINT ON THE SITE STREET FRONTAGE OR AS OTHERWISE DIRECTED BY ODES STAFF TO MAXIMIZE VISIBILITY. • AT A LOCATION 5 FEET INSIDE THE STREET PROPERTY LINE; A NOllCE BOARD STRUCTURALLY ATTACHED TO AN EXISTING BUILDING SHALL BE EXEMPT FROM SETBACK PROVISIONS, PROVIDED THAT THE NOTICE BOARD IS LOCATED NOT MORE THAN 5 FEET FROM THE PROPERTY LINE WITHOUT APPROVAL FROM ODES STAFF. • SO /HAT THE TOP OF THE NOTICE BOARD IS BETWEEN 7 TO 9 FEET ABOVE GRADE. • SO THAT IT IS TOTALLY VISIBLE TO PEDESTRIANS. MAINTENANCE AND REMOVAL Of NOUCE BOARD; THE APPLICANT/DEVELOPER SHALL MAINTAIN THE NOllCE BOARD IN GOOD CONDITION THROUGHOUT THE SITE IMPROVEMENT CONSTRUCT/ON PERIOD, WHICH SHALL EXTEND THROUGH THE TIME OF FINAL CONSTRUCTION APPROVAL BY KING COUNTY DOES OR ITS SUCCESSOR OR JURISDICTION. THE NOTICE BOARD SHALL BE REMOVED WITHIN 14 DAYS AFTER FINAL CONSTRUCTION APPROVAL. EARLY REMOVAL OF TH£ NOllCE BOARD MAY RESULT IN ENFORCEMENT ACTIONS AUTHORIZED UNDER KING COUNTY CODE, TITLE 2.J AND MAY DELAY FINAL CONSTRUCTION APPROVAL. +-- • ill ~ «' <'<i- • " " -~ 11 l"" ,oquto Ws malorlo Tn Brolllt1. oadi~ co. .. lto, or large print, pleo,a eolll 206-2~6-6500 (v,,;oe) or for \i,o heorlng Jmpocle,J, iotl-i9~-7217 (HY) I! 48" I l>t::%~~'0 ">:: "»'~ ' ~ ;<, /c /, / %0«/· ' ';:;%<::: ,%<~ NOTICE OF CONSTRUCTION ACTIVITY SIGN DETAIL 2"x2" BY 14 Ga. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED FILTER FABRIC ------H /o / ' /,, MIN. BACKFILL TRENCH WITH NA 7/VE SOIL OR 3 4 -1.5 WASHED GRAVEL NOT TO SCALE JOIN TS IN RL TER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2' MIN. . , //, / ,( ' -POSTS 12" MIN. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED i-···· 2 , IMIN -·•. •1•·1··································•·>•·•·>>•··1··1· . ......... .' ._._. .................... _. .. _._. .. _._. .. _._._. ·. :. ' . . . . ·::::1·:1.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·1:1 :::. ................................... ... . . .. ... . . .. ... . . .. . . . .. .. . . .. .. . ............................. " .... . 12' MIN. u ~----L--------, 6' MAX. CROSS SECTION 2"x4" WOOD POSTS STEEL FENCE POSTS REBAR OR EQUIVALENT. POST SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. NOTE.· FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER PO:.SIBLE. 2. IF CONCENTRA TEU FLOWS ARE EVIDENT UPHILL OF THE FENCES, THEY MUST BE INTERCEPTED AND CONVEYED {I) A SEDIMENT TRAP OR POND. u <%' '/'-....'\ STEEL FENCE POSTS NOTE: 1. CLIP FENCE TO GAL V. WIRE 2. WIRE FENCE TO STEEL FENCE POST DO NOT ATTACH TO TREES OR OTHER NATIVE VEGETATION ORANGE CONSTRUCTION FENCE DETAIL NOT TO SCALE ALTER FENCE NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONllNUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO A VOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6-/NCH OVERLAP AND BOTH ENOS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED AT A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE ANO ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, ANO 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EX/SllNG TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WIRED 0/RECTL Y TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPL YING. 7. THE TRENCH SHALL BE BACKFILLED WIT// 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HA VE SERVED THEIR USEFUL PURPOSE BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REOU/RED REPAIRS SHALL BE MADE IMMEDIATELY. 4. STABILIZED CONSTRUCT/ON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCllON AND MAINTAINED FDR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURA 7/0N OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCllON WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE £SC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANllCIPA TED SITE CONDITIONS. DURING THE CONSTRUCllON PERIOD, THESE £SC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADD/7/0NAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONllNUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE £SC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN OA YS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G .. SEEDING, MULCHING. PLASllC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE A TTENllON, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. ID. THE £SC FAC/UllES ON /NACllVE SITES SHALL 8£ INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT DF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS ANO CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA 7/0N SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION UL TIMA TEL Y AS AN INFIL TRA 7/0N SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADEO SO THAT THE BOTTOM ANO SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURF A CE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE H£T SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENllFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TD REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR FOR REVIEW. RETRIEVAL STRAP OVERFLOW BYPASS EXCESS FABRIC TO 4. SEEDING -APPLY APPROPRIATE MIXTURE TO THE PREPARED SEEDBED AT A RA TE OF 120 LBS/ACRE. COVER THE SEED WITH TOPSOIL OR MULCH NO DEEPER THAN ONE -HALF INCH. TEMPORARY EROSION CONTROL SEED MIX PROPORllONS PERCENT PERCENT BY WEIGHT PURITY GERM/NATION CHEWINGS OR RED FESCUE 40% 98 90 ANNUAL OR PERENNIAL RYE 40% 98 90 ,~EDTOP OR COLONIAL BENTGRASS TD% 92 85 /·Tli--Olil2H CLOVER : 10% 9~ J _ 90 ,,5 RECQMMENDEDCONsiiwc1ioN SEQ~ ~C.1'--.)'\,.\\: __ if& 1. ATTEND PRE-CONSTRUCllON MEETING. /~-·~-/+<' •,w'-" 2. FLAG OR FENCE-GlEARING-LIMITS._____.-/ J. POST NOTICE OF CONSTRUCllON ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF £SC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECllON AS SHOWN ON PLANS. ~/Cl) 5. GRADE AND INSTALL CONSTRUCllON ENTRANCE. ,. /....J ;I ..... 6. INSTALL PERIMETER PROTECTION (2 ROWS OF SILT FENCE ALONG WEST AND NORTH ,;~ I// ,q; SENS/7/VE AREA BOUNDARY LINES) AND ORANGE CONSTRUCllON FENCE. ~ / h 7. CONSTRUCT TEMPORARY SUMPS, TEMPORARY SEDIMENT BASIN$(cf'lliRMAl!J£NT l.&J Qf;.J;§N.ll0/'J...!2j§QIAl]fi£-SJE!J.QJIR£ci_6NO-ASSOCIA.TED...J:iPES. !fLO'%rf£STR/CTOR SHALL_, c::i /jNOT BE INSTALLED IN GB 45 UNllL THE DE.TENllON POfifTIS NO-ONCER /!vUScAS7, ~/;Mf'_(}!_A_RY .5!1!_1'!!,NT ~~-M_f!!:~URE.,_.---...._________ 0 8. GRADE AND STABIUZE ROADS PER TEMPORARY SUBGRADE SECllON, THIS SHEET. C/) 9. CONSTRUCT 12' WIDE. 4"-6" THICK GRAVEL STRIP FOR ACCESS TD TEMPORARY SEDIMENT BASINS, AS SHOWN ON PLANS. 10. APPLY GUAR-GUM BASED TACKIFIER TO REMAINDER OF RIGHT OF WAY TO STABILIZE NON-TRAFFIC AREAS. 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, PIPE SLOPE DRAINS) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. GRADE LOTS 9 THROUGH 19 (ON THE WEST SIDE OF 145TH A VENUE SE) FIRST AND STABILIZE BY HYDROSEEDING, HYDROSEED REMAINDER OF SITE (EXCLUDING RIGHT OF WAY AREAS) WHEN GRADING IS COMPLETE. 12. PLACE S15D (STRAW FABRIC) OVER 2: I SLOPES TO PROTECT FROM EROSION. 13. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDA 7/0NS. 14. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 15. UPON COMPLEllON OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACllGES REMOVED IF APPROPRIATE. GRADING NOTES ~ i ,q: ~ ~ Q ~ ~ :c: 0 ffi i.... Cl) ~ IO 0 ~ ~ l Cc 'II;( ~ C) ~ ~ 0 cj -..j " i.... .. :s: ct: !5 ~ ,q;! :c: I..: :::i .... Cl) ::c:: ;o ),.. ::,... .... ~s ~ ...... i::: ~ c:i ~o o:c Cc ...... Cl) ~ 3. IT IS IMPORTANT ro CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACllNG AS A BARRIER TD FLOW ANO THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE ANO/OR REMOVE THE TRAPPED SEDIMENT. PREVENT FILTER FROM FALLING INTO STRUCTURE 1. ALL FILLS LOCATED WITHIN THE BUILDING ENVELOPE SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT DF MAXIMUM DENSITY PER U.B.C. 331.J.4. OR AS OTHERWISE REQUIRED BY THE GEOTECHNICAL CONSULTANT TO BE CERllFIEO AS "ENGINEERED, STRUCTURAL FILL SUITABLE FOR CONVENTIONAL FOUNOA T/ONS ANO HAVING ADEQUATE BEARING CAPACITY ti " ili 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETER/ORA TED DUE TO ULTRA VIOLET BREAKDOWN, IT SHALL BE REPLACED. 6. WHERE THE SILT FENCE BORDERS WETLANDS AREAS, BRIGHT ORANGE FENCING (BEL TON INDUSTRIES STYLE 803, OR £OU/VALENT) SHALL BE USED. 4' r 2' 1.5' (FIGURE D.4.E OF THE 2005 KCSWDM) Sil T FENCE DETAIL SWALE FLOWLINE NOT TO SCALE 4' KEY ROCK INTO SWALE 0.25 MIN. IJJllE.. RIP-RAP SHALL BE IN ACCORDANCE WITH SECllON 9-13.1 OF THE W.S.0.0. T./A.P. W.A. STANDARD SPECIF/CA 7/0NS. RIP-RAP SHALL BE REASONABLY HE'LL GRADED WITH ROCK GRADATION AS FOLLOWS: 100% PASSING 8-/NCH SQUARE SIEVE 40%-60% PASSING 6-INCE SQUARE SIEVE 0-10% PASSING 2-/NCE SQUARE SIEVE R-25' MIN INSTALL ORIVEWA Y CUL VERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER KING COUNTY ROAD STANDARDS GEOTEXTILE FABRIC FOR SEDIMENT REMOVAL GEO TEXllLE FABRIC ;"o, "17,i,- UNDERLAY WITH I GEOTEXllLE FABRIC 12" MIN. THICKNESS "'%8cs 8 4"-B" QUARRY SPALLS PLACE AT FUTURE SUBGRADE ELEVATION IF POSSIBLE FOR SEDIMENT REMOVAL DRAINAGE ___.- STRUCTURE FILTERED WA TER STORM DRAIN PROTECTION INSERT ISOMETRIC W:W (TrpJ AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLA 7/0N OF THE CONSTRUCllON ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED /HAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAO. A GEOTEXllLE FABRIC STORM DRAIN PRQTECUQN INSERT SECTION A-A Pl AN W:W PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CATCH BASIN PROTECTION DETAIL NOT TO SCALE (RGURE D.4.G OF THE 2005 KCSWDM) SWALE CROSS SECTION@ ROCK CHECK DAM ( POLYETHYLENE CAP -(PROVIDE ADEQUATE STRAPPING STABILIZED CONSTRUCTION ENTRANCE DETAIL DITCH SLOPE CHECK DAM SPACING 0 -5% 150' 1' IM!ITI 5 -10% 100· >10% 50' 5' '% 2.0' KEY ROCK INTO SWALE MIN. 0.25' NOTE: ROCK SHALL BE 4" MINUS SUMP BEHIND ROCK CHECK DAM QUARRY ROCK. SHALL BE INSPECTED DAILY & CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1 /2 OF I TS DEPTH. ROCK CHECK DAM CROSS SECTION INTERCEPTOR SWALE AND ROCK CHECK DAM DETAILS NOT TO SCALE FORA TED POL YETH DRAINAGE TUBING. 12" TUBING SHALL COMPLY WITH ASTM F667 ANO AASHTO M294. 2-1 4" DIAMETER DEWA TERING ORIFICE. SCHEDULE 40 STEEL STUB AL TERNA 7/VEL Y. METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION MAINTENANCE STANDARDS I 18" CORRUGATED METAL RISER WATERllGHT COUPLING TACK WELD 3.5' MIN. L _B:_ MIN. _ _j J 18" MIN. CONCRETE BASE 2x RISER DIA. MIN. 18" PERMANENT DIA POND INTAKE 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. SEDIMENT RISER DETAIL NOT TO SCALE // NOT TO SCALE f .... ' R/W If SWALE 3' ' ~-:j-,,-----1 l-2· ~k __ ...... - R/W \ 2%. • 2% NOT TO SCALE FOR RESIDENllAL STRUCTURES~ ltf:T SEASON SPECIAL PROVISIONS 1. THE ALLOWED 7/ME THAT A DISTURBED AREA MAY REMAIN UNWORKDED WITHOUT COVER MEASURE IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES ANO STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE H£EK O OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CDNSTRUCllON ROAD AND PARKING LOT STAB/LIZA TION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 8. SEDIMENT RETENllON IS REQUIRED UNLESS NO OFFS/TE DISCHARGE IS ANTICIPATED FOR THE SPE:CIF/£0 DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFS/TE DISCHARGE IS ANTIC/PA TED FOR THE SPECIFIED DESIGN FLOW. 10. PHASING AND MORE CONSERVATIVE BMP'S MUST BE EVALUA TEO FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWA TERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEHE'R (WITH APPROPRIATE DISCHARGE AUTHORIZA 7/0N), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO H£EKL Y. MAINTENANCE STANDARDS (FOR STABILIZED CQNSTRUCUQN ENTRANCE;,/ 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIF/CA 7/0NS. 2. IF THE ENTRANCE IS NOT PREVENllNG SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. THEN AL TERNA TE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SHE'EPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE /NSTALLA 7/0N OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEOIA TELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON-SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS /NEFFECllVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUGllON OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND ENO UP ON THE ROAD WAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN CONSTRUCllON ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAmc. KING COUNTY D.D.E.S. Review Engineer Completion Date Senior Engineer Completion Date JAMES H. SANDERS, P,E, DEVELOPMENT ENGINEER Appcovcl Date Comments: ©2008 TRIAD ASSOCIATES >< ~ "' Q , ! "'-~ ~ it ~ ,ii <l ~ e; ~ ~ ~ § ~ ,., ,., "' "' ~ ~ z ~ ~ 0 ~ ij ! ~ ~ "' !:,J ! "' :s 0 z GERALD F. BUCK, AJCP PROJECT MANAGER NICK A. YTNGER, PLS PROJECT SURVEYOR SHERI H. MURATA. PE PROJECT ENGINEER JEFFREY L CDX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBlll'ITAL DATE: 5/16/08 SCALE: HORJZ.: N/A VERT.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 6oF10 E <!) ~ ~ ; ::,...· .... ~ 0 0 <!) ~ )I( ·! V •/ "% .. v V ------- CB J TYPE 11-48" N 512416.1322· · '£ 1644304.3119 V .J I I V . ;.I/ V ,.,'<I/·· ,··· WETLAND w V w TRAC'P F' SENS!nVE AREA ... '¥ ..... w V V V V V v/ / .SEE ... SHEET .. 10. .. FOR CROSS SECnON C-C POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, V V 6' WIDE ASPHALT EMERGENCY SPILLWAY PER DETAIL, SHEET 10 BOTTOM EL. 453.50 V V ! J w. V I ! / V SEE HEET 8 FOR CROSS SECnON B-B / \ : ' ii' 'l ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. ............... ·-.... -· CB--46 TYPE 1-L .. W JAILHOUSE OPEN/Ny, PER DETAIL. 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'""·· ..................... · ... ,. ----.; --........ ------------.::.. -_____ 454 .. -------------f!----------------=======-----------==--;,,,',,~/ >/ /, ,/ ,/'// 471,· .. -------460---:~~-~------------,, \ \ -----"'-----::..,~-~----------------________________ ------=--=---------~~~=~~~~~~._._~ ______ 456--========= ,,.... ___ =.-;;;;:_-;[_-;:I----460~========~----t:cc/,t:~_i ,::/::,, ,, ,/ 1 -::7---""'-"'------.:~ ... • / I '80 IPAk EL. 459.51 ' I I I I I ' ..... ---- BOLLARD BARRIER PER DETAIL. SHEET 10 81 IPAD EL. 462.51 ----------------------.... TEMPORARY INTAKE 30 IE 449.36 \ \ ~---------------------,~"'" :.;.;_;.:;..:.' -------_ _....-, .,.. ..... ·: . .,, ," I O~ \,, \ 1 '• , ____________ ow _____ ------------------------------__ .,.,..,,_""' _____ ....... , .. ~~.;..--------------~~==-------;...:.'-----------_,,,_ .... ---~ ......... i ,., ... ~ ,,..,,..""' / ' --HrJJff-11~-""45""------------------------------------------./ ------_/--------/~--.,..-' .;; ~""'.,. / , J 1 ,,,..--,,.., ''"'"~ 2: 1 MAX -----------:-:,:---~·" -~-----------.,.,.,.,..--------,, ........ 1 ~ 1 ,1 J --r ~._ "··.,N,,512,f,_15.6045 ,...-------------------:::-,.,.,. __ .,., .. --------------::;-::::.-,., ------------------:,,..:r----_./ _.,.. __......-, 1 .. 1 1 11 EATT,16A1CH142SE,4.07l72ME7N .. T ·· ..... 1'·,···-· .. -... · --------------------------------------_ ----7--. __ ,./---'-,~~ 1 I I ,-------------.,----------------, o' -----/ --, ..•. 1-. / --------------------•" ~ "" ---'J.47 ---" _ _._. I / I t I i . j ':ff%CA:l:N~Nf8P~,PE / ( /,~: ~~--:.'------------,,~ ;;;::..c-:c~-;;;.-'-"'"'~ :..;;.C:'-'-"';;;;;.;;. ====-:..=---------~,-L----// 414 ----;-----/ .J j J TOP 450.00 . I j [ / / 8 / .. /CONSTRucf 6' HIGH BLACK / •• : : : ···11s8;JEDE44T,.~l·L00SH'·~E·T.6') 1 ·: : .. /. : ( 46 6 / .-------.-.• --·-·"----------.· ,,,_o_ .. .._ / CLAD·CHAIN LINK FE, CE ON I I /. : : !PAO~~ 15~-~I /i I . ... 8 3 : r 84 • r ; ,~---~~~l~~~--~_:.._·_;_~8~;~:_:__,' I 86 i r 87 ,/ / I 1 I \: : . ,~ -'=!;,,::---"--'---=:.... ___ : __ ,, i ~-------,,-~.:.--~~-----) / 85 , .J ..... : --~ -PROPERTY LINE808R f.S SH~~ j ,:!:J I 1 ', . . , 1 lp·•o-cL 46051 ,' 1 1 ,.. .. 1 , , . r 11. IPAOt..:L,471 .. 51 , , 11:Ao EL 474.51 IPAO EL."41s.5j ,11· / II 1 1, 11 .-· "·,, ,., ui. • • ,t ,.· 1· .· f?AD''cl. 464.5 1 I I I I ,,,,..-, · · '-. I I I I I I _,.-~"' " , / / C ' I I I I 111/ Lr 1 I : •, e •·' • u I I I I I . I I I I I I I 1 -d i, EX. CB 7854 ' 1\ TOP 460/44 : i 18" /£ CPP 457.14 N I \ 18" IE GPP 457.14 S ', 12" IE rjpp 458. /4 W I • . • ' • SCALE: 1" = 20' 0 10 20 40 SEE SHEET 8 FOR CROSS SECT/()N A-A ! " EX CB 7880 / TOP 471.82 / 12" I[ CMP-"469. 52 N 12" IE r;Mi' 469.62 s ·,, CAUTION ALL CB'S TO HA \IE" STANDARD FRAM£ AND SOLID LOCKING LID UNLESS OTHERWISE NOTED. SE£ SHEET 9 FOR STORM DRAINAGE PROFILES TO AND FROM POND. LOCA nON OF £XtsnNG unun£s SHOWN IS APPROX/MA TE AND MAY NOT 8£ ACCURATE OR ALL INCLUSIVE. IT IS TH£ CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA TTON OF unun£s PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING £XCA VA noN WHERE ANY UNDERGROUND unun£s MAY 8£ LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANnAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completlon Dote Completion Dote Approval Dote ©2006 TRIAD ASSOCIATES \. TRIAD ASSOClATES 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net L rJ n d Dev a Io pm e 11 t Co 11 s u I l c1 11 ts' ' ' GERALD F. BUCK. NCP PROJECT MANAGER NICK A. Y1NGER, PLS PROJECT SURVEYOR SHERI H .. MURATA, PE PROJECT ENGINEER JEFFREY L COX. ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: 5 /16 /08 SCALE: HORIZ .. : 1"-20' VEl!T.:N/A STAMP NOT V AIJD UNLESS SIGNED AND DATED JOB NO. 01-047 SHEET NO. 7or10 480····· 470 I 460 450 ------ GRAVEL 1ACC£SSROAD - -- POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. 710N / XtsnNG GROUNO TYP / / / .. / / / / / / / / /I / -- ,480 I bi I "' ~ I ······················~···········•······································-·························································· 1/;!i '!:: j:!;1 ::ii ~ "' 3::I ~ o! ~I ~; C,J--.....,L..·====-==~~~ 470 / ' i --------, ;--- ···················· -- PROPOSED FJNISH GRADE TYP' ,/0 ... / / / / / / ······~···· ' ,,. ' fl (' . ............. ~---::::::::::; ____ _J ... . ,·;/Tf:RNAL SIDE SLOPES SHALL! ) BE 3: 1 BELOW ELEV 455.00 (EXCEPT FOR THE BERM BETWf:EN CELLS}. ,................................... ··································7 ...___ ~ '""'"'~,.;,,.1;. ~--~, .. ,, .. ..,,,..,..,, .. ...,.,,~.,,,-.,_,,,_ ' ' 1460 I !450 POND SECTION A-A PROFILE SCALE 0.5' SEDIMENT iTORAGE 1"= 20' HORIZONTAL I 1.0' si(DIMENT STORAGE 1 "= . 5' VER71CAL 440~~~~~~~--t~~~~~~~-+~~~~~~~-i--~~~~~~~+-~~~~~~~J.-.1 ~~~~~~~-l-_.::,,...._,.~::::_~~~-i-1 ~~~~~~~~~~~~~~-==:::;:::======~~~~...l----l440 470 ' --~~-----' ... ,... . ............................• TRACT F SENSl71VE AREA 460 '···---····--································· ·--····--··· 440 PROPOSED FINISH GRADE TYP --·-·-·-·-· I .. ,.................................. .. ........ 1, / / / / / / / / / / I 15' MIN. I GRA \!EL ACCESS ROAD/BERM TRACT I DETEN710N/RECREA 710N . ,, .... .. ..... , .••....•.. SEE DETAIL, . --.. SHEET 10-··----------···········-·--·, ....................... --····---·· .................... :...--·-,, .. --- 0.5' SEDIMENT STORAGE POND SECTION 8-8 PROFILE SCALE 1 "= 20' HORIZONTAL 1"= 5' VER 71CAL / / / / LOT 86 / .. ... / / / INTF:RNAL i SIDE SLOPES SHALL BE 3: 1 BELOW ELEV 455.IJO (EXCEPT FDR THE BERM BETWf:EN 'pELLS). 450 430 490 480 470 440 430 420 ! i i ~ B ,-. ii " ~ ~ 0 ~ ~ IMPE.RMEASLESYNTHETIC ~ NEW SLOPE F!Ll; UNER ~TH ;:-;;1:;.:~ :::\ ~~~~~AND ~ ------- ,I, .. , ~-,, -~-•.• __.-·' --2.::------:-.. _.:-- [lW:; •,L 45.J.OO -----.--~··· . ··-· .. ··_:.;.;,,·----· -·· .•. ' '-· ·, Q\rt ____ J!i.;:.,-l':;;A~j!1... 448.50 S.,.}:l ?---?7 ------'>---~·"·,): I --BO'/ El 443.00 er .J: r 8[!.0ii' .':.lE\f 455.0 ;:..::::..::-;-~-~;~;=-~~~~~--Qv,a \ l,~Jr[;.f,'t:/1!._SiU(: SLOP:::, ;i/j/11./. t'lol ---ID ---y--? ---· ·· (E. ::·c.~·p i' FO.'? ;;-;1;_ 8Ui'.\I w ___ __. .-? _____.-:. 1-~ Qvs c;1c;-'!,1-_·r}_c ·,'C/_.'.3). ---~----- ? HOfilZONTAL DISTANCE (FEET) VERTICAL EXAGGERATION= 1X ~: ,-- Qvr VASHON RECEEIS!ONAI.. Olf!WASH ·SILT Qid VASHON LODGMENT TILL· LOW PERMEABILITY Qw VASHON ADVANCE OUTvVASH • SAND NEW SLOPE FILL 'r<E.YWAY AND BENCHES LOW PERMEABILITY STRUCTURAL Fill· TYP SEE GEOTECHNICAL REPORT PC)/\H) '//{J/\/ f?-. F? --··-ASSUMED BEARING SOIL-ELEVATION BASED ON EXPLORATION 60RINGS APPROXIMAlE GROUNDWAlT:R DEPTH AT TIME OF DRILLING -?---1--Gl:::OLOGICCONTACT I EXPIRES 11/20/0B I B soo 400 4,0 470 45-0 440 '" 420 I Associated Earth Sciences, Inc, i lii~~iiel GEOLOGIC CROSS-SECTION B -B ROSEMONT-EAST RENTON PROPERTY KING COUNTY, WASHINGTON FIGURE;. 1 DATE 1/011 PROJECT NO. KE04076Gl:l NOTE: POND UNER SHALL BE 60 MIL HOPE TEXTURED LINER WITH 1.0' MINIMUM OF SOIL COVER. INSTALLA710N SHOULD BE MONITORED BY THE GEOTECHNICAL ENGINEER AND SHAU CONFORM TO THE MANUFACTURER'S RECOMMENDA 710NS. CAUUQN LOCA 710N OF EXIS71NG U71L/71ES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 710N OF U71L/71ES PRIOR TO PROCEEDING WITH CONSTRUC710N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA 710N WHERE ANY UNDERGROUND U71L/71ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN71AL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Dote Approvol Date © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net ' ' I illld D€v€lo11ment Consultants1 GERALD F. BUCI<, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR SHERI H. MURA TA, PE PROJECT ENGINEER JEFFREY L. COX. ASlA PROJECT LANDSCAPE ARCHITECT FIRST SUBMI'ITAL DATE: 5/16/08 SCALE: HORIZ.: 1'=20' VERT.: 1"=5' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-047 -------------~ SHEET NO. ~ 8oF 10 ~ 5 460 450 POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. JI t;; ~ i!: "'., <o- i-- ........... , ..... Q~ i'-,. "- ' ', ~~ I ....... ' ' I ill f;j EXISTING GROUND ------~---~~---: (T~} I ~ ······· I ····· ····· 1------; --~'~" 1.1 I ''\ .. I i j,., .. i i i :'\ • : '' PROPOSED FINISH ~ I i rr\::--4.J1cGRADE (TYP) ~ I ~ I ' . ...•...••........ TRACT I D£TENTION/R£CR£A TION . ....... -· . .... ! I I .. '" .. 1/// / )/---1 /l / ! ; I I / : / I .......................... !. l V • ••• •••••••••••••••••••• • • •'''' • •••• • • • !•••••• ,. "i . X .. _, ... , ..... .............. .... ',. .1 \ I \ I l ..... ········"""'+----.."_/. -----n---:---t-T,"""X"'·····I· ............................... . I .................... . I I TEMPORA~Y SUMP I WITH 2: 1, SIDE SLOPES ..... I 61'-Jo" 0 0,k4% ..... I I 0 I \I t (\ I '- 1 '\ .... I DWS EL 45; .00_ ,/ ........... .,., .. , ...... !······· ..... "''' . ···········+· .. I .1 ', I ',[ 2t4'-Jo" @ o.Bd,% , ' I 88'-Jo" @ a.BJ., --" I ' r· ; 11 I 77r-J.o• ~~·, I /@2 I I 1·1 'I\_ ~Iv// -BB-'!" ,J I' MIN. SEPARATION - BET n EN PIPES l I '"', ·--+·""""""' ,.... ' ..... .. ............... ,,,,,,, ...... .,, ....... ,................ ........ ·+·--· . ...... . . / ... " ........ . 18" IE 445.b2 I / -UVE/DEAD EL 1448.5(} '-'-CB 2. TYPE 11-48" I / i '-TOP 455.00 --• I • / I ', _ JO" IE 447.75 ,·-'· TYPE 11 48 11£ST OUTFALL _ l TOP 455. oq I JO" IE 445. 00 --_ .l. JO" IE 447,22 / i -, I / I r--J. I 460 I I 450 440, ........ . I I I • ""'' ,.,,!,~•oo I ,_ I I ... ..... I ............... ::::.=., ·-.................... ./ ................. . --................ / . .......................... , ......................... 440 I ! I i C, " ,, 0, cj o; :;j "' "' "' " " " " STORM DRAIN T,O POND '· __,/ I PROFILE SCALE 1j= 4U HORIZONTAi 1 /= 4' V£RTICALi I . <o "' ,, -"- " "i cj oj " " " " "l " " " ,. " TRACT F JNAJ I '£NSITIV£ AR£A D£TENTION/RfCR£A TION .... i ... ·--,--.,......···TPROPOSE/J'FfNISFr' ............ j GRADE OVER PIPE I DWS EL 453.00 ; +---~~~~~~ /~ ~--~ I I I , !1 l~i:ffY 1 / I MA TTRESS 4401·7.. ........ ~··j--··· ······· /1 I GROUNO K£ 45A ! CB 45 TYPE: 11-60" D NOT INSTALL RES 1CTOR S£fc OETAIL, SHEET TO{' 455.00 /Bi IE 448.50 I 8 46 TYPE IL j 1--······ l'I, JAILHOUSE OPEN/NG ll'ER OETAIL, SHEET iO ········ ·····toP ···4,ie.00·· ·-·-··• 1~• IE 441.00 I PROFILE SCALE I 1 = 40 HORIZONTA · 1 "= 4' V£RT(CAL I 440 : 1 I STORM DRAIN OU~FALL FROM POND I I ' " <o Q) en en cj -" en "' en " " " " I i I "' "' " "' " en cj o; " "i " "' "' "' <o " " " " " CAUUQN !;·,,.• .. LOCATION OF EXISTING UTILJTl£S SHOWN IS APPROX/MA TE AND MAY NOT 8£ ACCURATE OR ALL INCLUS/1/£. IT IS TH£ CONTRACTOR'S !' R£SP0NSIBILITY TO F/£LD VERIFY LOCATION OF .i UTIL/Tl£S PRIOR TO PROC££D/NG WITH !I CONSTRUCTION. YOU MUST CALL 1-800-424-5555 TI NOT L£SS THAN 2 FULL BUSINESS DAYS 8£FOR£ 11 8£G/NN/NG £XCA VA TION WH£R£ ANY UNDERGROUND J UTIL/Tl£S MAY 8£ LOCATED. FAILURE TO DO SO COULD M£AN BEARING SUBSTANTIAL REPAIR COSTS. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Dote Completion Date Approval Dote © 2008 TRIAD ASSOCIATES \. TRIAD ASSOCIATES - 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net I La11d Oe\Jelupment Co11sufta11ts ~ :c:: 0 ~ i.... Cl) ~ IC) 0 Cl) (\,I ~ 0 Cl) ~ Q: q: ~ LlJ 0 ~ co ::::! 0 ~ " -.J u.: i.... •• 0 :s: a: ffi ~ ~ ~! :c:: i..; ~ ~ i.... Cl) C: Cl) 0 ),. ).. 0 ~ ..._ ~ ~ t\. s ~~ ~ i:: 0 ,q; Q: ..._ Cl) ~ ti ~ ~ i;; ~ C , ~ '~ ~ ~ I ~ § ~ ;j ~ ~ § ,. ,. " " ~ ~ z iS ~ 0 ~ § I ~ ~ ~ ! "' ~ g GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR SHERI H. MURATA, P£ PROJECT ENGINEER J£FFR£Y L COX. ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITIAL DATE: 5/16/08 SCALE: HORIZ.: 1 "=40' vmr.: t"=4' STAMP NOT VALID UNLESS SIGNED AND DATED ~ ~ (!) ~ ~ ; )..' ~ ~ C (.) (!) ~ ::ac: JOB NO. 01-047 SHEET NO. 9or10 POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. 1/'l~b Usie, 1 l/l0:i20U6 Permanent Surface Water Control Pond Sign 48" 1112'' ' r--,- This pond is in our care. Stormwater Runoff is held here alter storms. It is released Pond slowly or stored until the n.exl storm when it is replaced by incoming flows. This helps prevent downstream flooding and erosion and helps clean the wa!er, For more information !lr to report littering, vandalism or other problems, call 24" @I King County Cepartment of Natural Resources Facilities Mainlemince at 2'>6·296-11100. Oeoortment af tldtural Res,u,e" and Pa,ks Pond Name and Number -- '/ / -v r/ vv,.::.,v V'-,,,V'-v ' I/ /I, ' / ' ' ;:J .,,t r r J._.J ,-y-,< ...___.! Sign Specifications: Size: Material Face: I el\erir.g Face Colors· Type Face: Border Posts 48" Wide by 24" hi!.j/1 .125 min. gauge alumirn1m Non relective \'inyl ur 3 coats clLOtduw emirnel (sprayed) Silk si.:reen e11amel wl1~1 e oossible, or vi11yl letters Biege ba,:kgrour1d wiH1 teal le\lers Hel,1.;itica con:iirnsed: Tille 3": Sub t1lle 1-112"; Text 1" :Juter border 1/5'' wide. dislance f:om edge: 114", all te:<11-314" from boraer. Pr1cssur1c treated 4xA, beveled tops 1-112" higher that s·.gn face Secured lo chain link fence il availoblo. CJther\1\/ise install on two 4''x4"pressure treateJ posts mounted atop gr,wel bed, irn;lalled in 2' -6" concrete filled post I I I I ' tml\ls (8" minimum d!a.}. Top of sign no h"ghio' them 3· -C," from ground. Us;, G 1/3"x 2" liut dipped galvanize.j lag Dolts & washers. Placement· Far,,s, sign in dire-:tion of primJry vim,.JI or µ;1:1c;kal cic.:c.:c!SB. r'lc1<;B 8:i lec1se 6' frDm perimeter of site. Do not block any access road. Do no'. pl;:ice 11,ilhir1 6' of sl1uctural facilities. e.g. manholes. birdcages e1c 3'·6" (iyr Pi·,• I o• PERMANENT SURFACE WATER CONTROL POND SIGN TRACT F 2'x2'x4' GAB/ON BASKET 18" L ,\ ''.'J' ciTANQ.~Rd/FRAl,/Ec A(JD,jGATEu i~·· ,1,-· STORM ORA/NACE PIPE NOT TO SCALE 444.0 y"\.), ·'• ,' \ I \ \\ ,, ' ' ' ' ··"W ":.J ltHOUSE<Of'£Nl/'1..G FLUSH WI TH MA TTRESS TOP 446.0 18" IE 441.00 12" THICK QUARRY SPALL MATTRESS CB 46 AT POND OUTFALL NOT TO SCALE TRACT I 4' MIN SECTION C-C NOT TO SCALE PROPOSED FINIS/! GRADE TYP 2'x2'x4' GAB/ON BASKET 12" THICK QUARRY SPALL MATTRESS EXISTING GROUND TYP 440.0 10' FIXED BOLLARD TYP POND STORAG£ TABLE AS-DESIGNED -' . DEAD STORAGE CELL 1 CELL 2 EL. AREA .ll AREA. .ll VOL. AREA .ll AR1A. .ll VOL. TOTAL (FT) (SF) (SF) (CF) (SF) (SF (CF) VOL. (CF) CELL 1 LIVE/ DEAD INTERFACE 448.50 6,423 448.00 6,,139 6,281 3,141 446.00 4,008 5,074 10,147 444.00 2,422 3,215 6,430 BOTTOM OF DEAD STORAGE 443.50 2,090 2,256 1,128 20,845 CELL 1 LIVE/ DEAD INTERFACE 448.50 11,657 448.00 10,812 11,235 5,617 446.00 7.465 9,139 18,277 444.00 4,800 6,13J 12,265 BOTTOM OF DEAD STORAGE 443.50 4,251 4,526 2,263 38,422 LJVE STORAGE EL. AREA .ll AREA (FT) (SF) {SF) .ll VOL. REQUIRED LIVE VOLUME: (CF) 95,86 8 CF 92 CF 2 SF 7 SF DESIGN WATER SURFACE 453.00 452.00 450.00 LIVE/ DEAD INTERFACE 448.50 ' A • "' 15' ACCESS ROAD I 1.5' ' REMOVABLE BOLLARD TYP ' 28,855 26,350 27,603 21,588 23,969 18,080 19,834 TOTAL I' BOLLARD BARRIER DETAIL NOT TO SCALE 15' 6' 27,603 47,938 29,751 105,292 1.5' 3' TOP BERM EL. 455.00 PROVIDED LIVE VOLUME: REQUIRED WQ VOLUME: PROVIDED WQ VOLUME: 2' ELEV. MWS 453.00 EMERGENCY OVERFLOW WATER SURFACE 454.00 BOTTOM OF SPILLWAY 453.50 NOTE: ROCK-LINE BERM SPILL WA Y AT WIDTH SHOWN) ON OUTS/OE OF PONO TO THE BASE OF THE BERM. EMERGENCY SPILL WA Y DETAIL NOT TO SCALE 15' 105,2 53,31 59,26 OUTLET OF TEE SECllON SI/ALL BE SMOOTHED WALL METAL PIPE WITH OUTS/OE DIAMETER 1/4" LESS THAN INS/OE DIAMETER OF CONNECTING PIPE I GROUT C::-,---- STANDARD STEPS \ PLAN VIEW CB 45, TYPE 11-60" SCALE: I" = 2' FRAME, GRATE & SOLID COVER MARKED DRAIN WITH LOCKING BOLTS. SIT NOTE 3 & KCRS ORA WINGS 7-022 AND 7-023 RIM EL. 455. 00 (MIN.) . 453.70 MIN. ' 18" OUTLET TO CB 46 ' > BOTTOM OF STRUCWRE EL. 444.50·) · " ,4 . ' / ? . . SECTION VIEW . • ' CB 45, TYPE 11-60" SCALE: /" = 2' ..• / OVERFLOW FRAME GRATE CIRCUMFERENCE LENGTH 3.5' 453.70 OVERFLOW FRAME GRATE PROVIDE 5 8 VERllCAL GAL VAN/ZED STEEL BARS 4" 0. C. IN FRAME C/RCUMFRENCE LENGTH= 3.5' 18" IE 448.50 STANDARD STEPS OR LADDER. SEE KCRS OWG'. 2-006 -"'"~""""-·· '/ 8"_,.SHE', R GA TE SHALL NOT 'NTIL THE DETENTION POND IS PORARY SEDIMENT I - <;fof<2~~ GRAVEL POND ACCESS ROAD (TYP) NOT TO SCALE N07ES: 1. METAL PARTS: CORROSION RESISTANT. NON-GALVANIZED PARTS PREFFRED. GALVANIZED PIPE PARTS TO HA VE ASPHALT TREATMENT 1. 2. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GA 7F: IS VISIBLE FROM TOP 8. CLIMB-DOWN SPACE HAS 2' CLEAR ZONE FROM LADDER C. FRAME IS CLEAR OF CURB 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETF: PIPE: OUTLET PIPE TO HA VE SMOOTH 0.0. EQUAL TO CONCRETE PIPE W. LESS 1/4". 4. PROVIDE AT LEAST ONE J"x .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETF: WALL. (MAXIMUM 3'-0' VERTICAL SPACING) 5. LOCA 7F: ELBOW RESTRICTOR{S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Dote Approval Dote © 2008 TRIAD ASSOCIATES ' \. TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034~6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociales.net L a n d D e v e I o p me n t C o 11 s u I t 8 11 t s' ~ :;:: 0 Cl) ~ Cl) ~ .... ~ 0 0 l ~ ct: ~ 0 ~ " ,q: :s: Cl) ~ ::::! :;:: ~ .... ;o ~ ~ ..... ~ ~~ 0 Q. ct: ..... Cl) ~ .. " <.) I ~ i!;; ~ n , ,. ,. .. .. I:'.! I:'.! ~ ~ ~ ~ ~ ~ <> <> "' ili ~ "' 0. ~ .. ~ ~ ~ " ~ GcRALD F. BUCK. AICP PROJECT MANAGER NICK A. YING£//. PLS PROJECT SURVEYOR SHE:RI H. MURATA, PE PROJECT ENGINEER JEFFREY L. COX. ASLA Ill Cl) t'II ~ 0 ,q: ~ ~ ClO 0 .... .... .. ~ ffi ,q: I i...; ::, Cl) :c: ::... ).. ~ .... s: ~ i:: (.) ,q; PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 5/16/08 :c: E ~ ~ ~ ~ )..' .... § 0 (.) ~ ~ ~ SCALE: HORIZ.: AS SHOWN VERT.: AS SHOWN STAMP NOT VAIJD UNLESS SIGNED AND DATED JOB NO. 01-047 --------------~ 1i 0. ~ SHEET NO, 10oF 10 5 I / ( / I I I j ! I I ! I I I ( I I I I I I I I I I I $ I /\,., / / / ! / \ / \ / \ I I I ! I I / I I / / \ I I j r I ; j / / I I I / ! I ! I / / I \ I ! I ', ' I I ' .-~ i '·--a I \ / I I ! I \ \ ·, ', I / / I I / I \ i I I \ / \ \ \ ' / / / / ! I ! I \ I I I ! \ \ I 1 \ ; I ! I \ I I / \ ! ) I I I J ) / J / / I I I I I \ \ ! \ \ \ I / I I I ' I ! I I I ' ! i ' I I / \ \ \ ' I I I \ \ \ \ \ I I I \ ! \ ;I /.-~~ I I J I I I i I I I ' I I I I / / J \ ! \ ! \ \ \ \ I ! I i I I I I j i I I I I I ' I ! I ' \ I I / I \ \ I \ \ \ I I \ ) ( \ I \. I \ \ I ( • \ I I I \ \ \ I I I I ( I J I\ I\ / . "/ / I ( I I / I I I I I I I / I i I / / ; I J / / I 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 1 I \ I I I / } r I I I I I I I I / ' J ) j \ I ( / ' \ I / I ' ' I ' I I I I / I \ \ ! I ' I ! I I I I I I I I I I \ ' I l I I I I i I \ ( I I ( \ I ' \ I I I I ! I I I I I I \ I I / ...... ' •• ,.,.w -,.:,,, -=--+ ,"'","" ' \ I I I I i I TKACJTF Sensitive Area I / ! ! / POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. I I I I j I I I I R r ' ( I / I I ! i / / ) / / I I I / I I I I I I I I / / / I I I / I I I I I I RECREATION PLANS I I r I/ I I ' i I I I I I i I I / I I I I / j I ! J I I I I I I I I ; I ito/ j I / I ! ! i f I I I I I I I I ! I I ; ! I I I I I I I I I I I " / / I / I / i I I J 74/ / I I / I / I I / ;/ ; I I ! I I I I I ,I I / ! I ' I ' I I / 0 I I I / / ' J / / ! / / / I I J I I I I ' \ NE 4th ST S£ 13Jrd er VICINITY MAP NOT TO SCALE CAMWEST DEVELOPMENT, INC. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 CONTACT: JENNIFER REINER ENGINEER/SURVEYOR/ . LANDSCAPE ARCHITECT TRIAD ASSOC/A TES 12112 115TH AVE NE KIRKLAND, WA 98034 (425) 821-8448 CONTACT: GERRY BUCK (425) 821-8448 GEOTECH. ENGINEER;.. ASSOC/A TED EARTH SCIENCES 911 FIFTH A VENUE, SUITE 100 KIRKLAND, WA 98033 CONTACT: KURT MERRIMAN {425) 827-7701 RECREATION AREAS -TRACT C, G, & H TOTAL RECREATION AREA REQUIRED: {91 LOTS X 390) TOTAL REC AREA PROVIDED IN TRACTS C, G, H, I & L: MIN. RECREATION PERIMETER ON ROW REQUIRED: PERIMETER X 10% RECREATION PERIMETER ON ROW PROVIDED: ON-SITE RECREATION ELEMENTS REQUIRED RECREATION ACTIVITIES: 4 + 1 TOT LOT PROVIDED RECREATION ACTIVITIES: 5 + 1. CHILDREN'S (TOT LOT) PLAY AREA 2. 3. 4. 5. 6. SEA TING AREA OPEN PLA Y LAWN TRAILS HALF BASKETBALL COURT TETHER BALL AND FOUR SQUARES 1 TOT LOT PARK & RIDE 35,490 SF 73,829 SF II / (0.81 AC) (1.69 AC) 2299' X 10% = 229' 354 LF {15%) KING COUNTY LANDSCAPE PLAN APPROVED ~ i~,lb~ DATE -KING COUNTY RECREATION PLAN APPROVED SHEET INDEX LI L2 LJ L4 RECREATION COVER SHEET RECREATION PLAN FOR TRACTs?"tc~&~H;----'.:'.~-==-i RECREATION PLAN FOR TRACT G AND UTILITY & TRAIL EASEMENT RECREATION PLANTING NOTES & DETAILS CAUTION [R1~(C[~~w~ AUG 2 5 2008 KC. D.D.E.S. LOCATION OF EXISTING U77UTIES SHOWN IS APPROX/MA TE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONS/BIUTY TO FIELD VERIFY LOCATION OF UT/UT/ES PRIOR TO PROCEEDING WITH CONSTRUCTION. SCALE: 1" = 60' YOU MUST CALL 1-800-424-5555 NOT LESS THAN mo FULL BUSINESS DA Y.S BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UT/UT/ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. 30 60 120 I I I © 2006 TRIAD ASSOCIATES \. T ES 12112115th Ave. NE Klrl<land, WA 98034 23 425.821.8448 425.821.3481 lax 800.488.0756 toll www.triadassoc.com L a n ti D e II e I o p 111 e II t C O 11 s u I t an~ s GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YINGER, PI.S PROJECT SURVEYOR RICK A. TOIJK/NS, P£ PROJECT ENGINEER UEI--SHIOIJ UN ASLA PROJECT IANDSCAPE ARCHITE FIRST SUBMITIAL DATE: 2/2 SCALE: BOBIZ.: 1"=60' STATE Of WASHINGTON REGISTERED LANDSCAPE ARCH ECT STAMP NOT VAIJD UNLESS SIGNED AND D TED JOB NO. 01- SHEET NO. POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. PLANT LIST S"T1160L PLANT NAME QTY. SIZE DECIDUOLJe TREE SETULA FAFYRIFERA/ 4 6' HT. MIN FAFERSIRCH STYRAX OSASSIA/ 134" CAL. FRAG!RANT SNOWSELL liZ>' MIN. CONIFEROLJe TREES CALOCEDRUS DECURRENS/ 3 &'-6' HT INCENSE CEDAR $ CUPRESSOCYFARIS LEYLANDII/ 11 &'-6' HT LEYLAND CYPRESS ~RUee SERSERIS THUNSERGII 'ATROFURFUREA'/ 38 2 G,AL RED-LEAF JAPANESE SARSERRY CEANOTHUS 'JULIA PHELPS'/ 36 2 G,AL JULIA PHELPS CEANOTHUS CORNUS Al.SA 'ELEG,ANTISSIMA'/ 3& 2 G,AL TATARIAN DOOWOOD CORNUS STOLONIFERA/ 46 2 G,AL REDTWIG, DOOWOOD HELICTOTRICHON SEMFERVIRENS/ 312) 1 GAL SLUE OAT C.RASS HEMEROCALLIS X 'RED RUM'/ 33 1 G,AL RED RUM DAYLIL Y MAHONIA AQUIFOLIUM/ 61 2 G,AL OREC.ON C.RAFE MAHONIA REFENS/ 21 1 G,AL CREEFINC. MAHONIA NANDINA DOMESTICA 'MOON SAY'! 36 2 G,AL MOON SAY HEAVEN!. y eAMeoo OSMANTHUS DELAVAYI/ 43 2 c::.AL. OSMANTHUS FENNISETUM ORIENT ALE/ 36 I C.AL ORIENTAL FOUNTAIN C.RASS FOL YSTICHUM MUNITUM/ 312) 1 G,AL SWORD FERN RHODODENDRON 'DORA AMATEIS'/ 32 18-21" DORA AMATEIS RHODODENDRON RISES SANc.UINEUM/ 3& 2 G,AL RED FLOWERINC. CURRANT ROSA NUTKANA/ 4& 2 G,AL NUTKA ROSE ROSA RUc.OSAI && 2 G,AL RUc.OSA ROSE SYMFHORICARFOS Al.SUS/ !:,,Z, 2 G,AL SNOWSERRY SI-IRU6 MA551NG • LOW ~OUJ ORCI-IAF<O 5EED MIX 0000000000 0000000000 MAHONIA AQUIFOLIUM 212) 2 C.AL 0000000000 00000( OREG,ON G,RAFE o 0 o 0 o 0 o 0 o 0 c 0000000000 RISES SANG,UINEUM 13 2 G,AL RED FLOWERINC. CURRANT ROSA NUTKANA/ 1& 2 G,AL NUTKA ROSE VACCINIUM OVATUM 1& 2 G,AL EVERGREENHUCKI..ESERRY HYDROSEED +/-2,1,z>,z> SF COUNTRY G,REEN "EROSION CONTROL" SEED MIX OR EQUAL SEED RATE FER PROVIDER SPECIFICATION. (AVAILASLE AT COUNTRYG,REEN TURF FARMS 1.B(Z)IZ'.31Z'IZ'.1163) ~OUND COVERS .. ··· ... ··. HYDROSEED +/-':l,46,Z, SF CONDITION/COMMENTS e • e. MUI. TISTEMMED e•e 646 646 CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT CONT . :'. :. ·-:· : ···.: ... · .. ~ . . -~ . ·. -~--: ,: ;' ••• _. # COUNTRY C.REEN W/2,Z, LAWN MIXTURE OR EQUAL. SEED RATE FER PROVIDER SPECIFICATION. (AVAILASLE AT COUNTRYG,REEN TURF FARMS l .B(Z),Z, .3,z,,z, .116 3) SCALE: 1" = 20' 0 10 \ I ~ \ \ I \ _\ _ _J . _I, - 20 \ \ 69 2 40 \ i I I I I I I ~ I I I I I RECRF.ADON PLAN FOR TRACT C SCALE: 1'=20' oar ch RECREATION PLAN FOR TRACT H SCALE: 1 "=20' 32 ,-----~· I \ I I I I 33 Wood fence, T~p. Refer lo ~ ! ~i::~filans fo1 r "--. ("' --_ . "----.. -. =---J' r~--~-1 35 I • . ' . . KEY MAP NOT TO SCALE TRACT G TRACT F H TRACT I ' SITE FURNISHING LEGEND ITEM SENCH §§1 FLAY STRUCTURE MANUFACTUFi!ER I MODEL • PACIFIC OUTDOOR PRODUCTS, INC. (4)-SF 2&, 6' CEDAR CONTOUR SENCHES, 2" X 4" CEDAR, SLACK FRAME. TO SE INST Al.LED WITHIN TRACTS C, H 4 L, IN G,RQUND MOUNT PRIOR TO CONCRETE WALK INSTALLATION. (2)-SF 2!:>F, 6' RECYCLED FOL Y CONTOUR SENCH, 2" X 4" FOL Y, SLACK FRAME. ONE EACH IN TRACT Ci, 4 I, IN G,ROUND MOUNT PACIFIC OUTDOOR PRODUCTS, INC. FLAYC.ROUND STRUCTURE "TCll41 PROVIDE A 32' X 312)' MIN. SOFT SURFACE SPACE OR APPROVED EQUAL, COLORS SLIDE • FOREST G,REEN ALL FOWDERCOATED COMPONENTS -SROWN ALL FLAY PANEL COMPONENTS -FOREST C.REEN FOL Y ROOF -FOREST C.REEN SOFT SURFACINC. FOR MINIMUM SQUARE FEET FOR FLAY STRUCTURE AREA, 1,,Z,23 SF FLAY AREA STRUCTURE MINIMUM DEPTH 12 INCHES, PACIFIC OUTDOOR PRODUCTS, INC. eA&KETSALL EQUIPMENT PACIFIC OUTDOOR PRODUCTS, INC. -(I) eT-&6 SA&KETSALL SYSTEMS POWDER COATED C.OOSENECK POLE, SLACK ALUMINUM SACKSOARD WITH LIFETIME FIXED RIM TETHER SALL EQUIPMENT PACIFIC OUTDOOR PRODUCTS, INC. DIRECT SURY IN 18" CONCRETE FOOT1Nc. SITE FURNISHING & SITE IAYOUT NOTES • SITE FURNISHINc.S, 4 FLAY EQUIPMENT AVAILASLE AT PACIFIC OUTDOOR PRODUCTS INC., MAPLE VALLl:Y, WA PHONE, 42&-432-612)12)12) • INSTALL ALL SIT!: FURNISHINC.S (AS NOTED ASOVE) FER MANUFACTURERS RECOMMENDATION, AMERICAN DISASILITIES ASSOCIATION, CONSUMl:R PRODUCT SAFETY STANDARDS AND KING, COUNTY REQUIREMENTS. IT IS THE RESFONSISILITY OF THI: CONTRACTOR TO INFORM THI: OWNER'S REPRESENTATIVE OF ANY CONFLICTS IN THESE REQUIREMENTS. • &USMIT MANUFACTURERS CUT SHEETS OF ALL ITEMS TO SE INSTALLED FOR APPROVAL SY OWNER PRIOR TO INSTALLATION . • INSTALL SITE FURNISHING,S PLUMS, LEVEL AND RIC.ID • METAL FITTINc.S NOT SUPPLIED SY MANUFACTURER SHALL eE G,ALVANIZED. ALL ENDS OF SOL TS NOT UNDER MANUFACTURERS SPECIAL TREATMENT ARE TO SE SALLFEENED OR OTHERWISE RENDERED T AMFER PROOF. FILE OR C.RIND ALL SHARF EDC.ES, TO SE SMOOTH OR FLUSH. • LOCATION FROM HARD SURFACES OF ALL FLAY EQUIPMENT AND SETWEEN EQUIPMENT SI-IALL SE FER MANUFACTURER SAFETY ZONE REQUIREMENTS. • STAKE ALIC.NMENT AND LOCATIONS OF ALL SITE IMPROVEMENTS (INCLUDINC. PEDESTRIAN TRAILS AND SITE FURNISI-IINC.S). ALIG,NMENTS SHALL SE REVIEWED SY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. INCORRECTLY LOCATED WORK SHALL SE REMOVED AND REPLACED SY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER • VERIFY THAT SUec.RADE HAS SEEN FROFERL Y COMPACTED. WORK SHALL G,UARANTEE Ac.AINST SETTLEMENT FOR ONE YEAR • WALKWAYS SHALL SE CONSTRUCTED OF A MATERIAL AND C.RADE THAT IS CONSISTENT WITH THE RECOMMENDATION C.UIDELINES FOUND WITHIN THE AMERICANS WITl-l DISASILITIES ACT, ( ADA) CAU71QN LOCA noN OF £XIS"llNG unun£s SHOWN IS APPROX/MAT£ AND MAY NOT 8£ ACCURA T£ OR ALL INCLUSIVE. IT IS TH£ CONTRACTOR'S R£SPONS/8/UTY TO FIELD Vffi/FY LOCA"llON OF unun£s PRIOR TO PROCEEDING WITH CONSTRUC"llON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TKO FULL BUSINESS DA Y.S' 8£FOR£ BEGINNING £XCA VA nON WH£R£ ANY UNDERGROUND unun£s MAY 8£ LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN"llAL REPAIR COSTS. © 2008 TRIAD ASSOCIATES \. T ASSOCIA ES - 12112115th Ave. NE Kirkland, WA 98034-6 23 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land Development Con:>Ldtants ~ ~ C) :t: ~ ~ (.) Cl) ~ .... ~ C) (.) oq: ~ Cc: e: 0 ~ ijj " :s: LI.. ~ =i!: ~ .... oq: ; C) ~ :ce: :e I-.. 0 ~ a:i j::: ~ f3 Cc: ~ I-.. Cl) ~ GERALD F. BUCK, AICP PROJECT MANAGER NICK A. 'YINGER, PLS PROJECT SURVEYOR RICK A. rol.lKINS. PE PROJECT ENGINEER /IEJ-SHIOU UN, ASLA ~ C) ~ C) .... " I() C) C) C) ~ C) .... ~ I.LI :::! Li.; ).. .... § C (.) (.!) ~ ~ PROJECT UNDSCAPE ARCHITE · FIRST SUBMl'ITAL DATll: 2/20 08 SCALE: BOBIZ,:7"=20' STATE Of WASHINGTON REGISTERED LANDSCAPE ARCHI ECT • MEI-SHIOU LI TIFICATE NO. 826 STAMP NOT VAJJD UNLESS SIGNED AND D TED JOB NO. 01- SHEET NO. L2oF :c: e (.!) :!: ~ ; ~ ... § C (.) (.!) ~ ~ ) 0 :c \ w v "'\ .J,'\ 1 w 1 t" I 'V 'Vi +/ "' I ,. ~(J ' \ w w w SCALE: 1"=30' w w w w w y y w w w w w TJ;;fG Repe<1tion 0> ~ 4' Sort 5urrace Tral (")T~p. Approx. total length 1,443 LF L..l;;i\l\ () () Exletlng vegetation to rema In with er~'.veremoval of l~e epecle& Trla I la~out r •. , approxlma\~ onll.,J. Actua I a llgntl]§Pt' to be field located to minimize Impact to existing tree&. .. J ~-~ -y~ (':") ""''\.,,.v...J () TRACTG Recreation 0 POR OF THE NE 1/ 4 OF THE w w / r]J/ (~· 1~\ / . ! I \ ' \ \ ', \ \ \ \ \ \ I w w w '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ w w w w 'V 'V w w 'V w 'V w 'V w w w w w 'V w _., 'V 'V y '-J..--.-·--· -·-. - Gravel maintenance road and trail comectlon. approx. length Sl2l1 LF ----------__ --Spilt ra11 rence, -T~p. Refer to clvlJJ;.lanaJgr_ _-detail ·····-.... I I / / ,·· ! I ! ! ! / I I ! I I - ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. ... '¥ '¥ '¥ '¥ '¥ '¥ 'V 'V 'V / / 'V • / / / / / / / 8 ...___ __ _ -'¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ '¥ 'V 'V 'V '"'TRACTF 'V w w Sensitive Area 'V ~ 'V / / / / / / / / / / / '¥ w / / '¥ / / / / / / / I / / I I I I I I I I I I I I I ~ ~ KEYMAP NOT TO SCALE Ji I '!I , j. . _, __ " ~-W•.-4 -~-}-·--··--~ RECREAnON Pl.AN FOR unLJTY & TRAIL EASEMENT SCAL£: 1"=JO' SCALE: 1" = 30' 0 15 30 60 I I I I <1 11 . ·.·.·r I ""'"' •• , CAUUQN LOCATION OF EXISTING UTIUT/£S SHOWN IS APPROX/MAT£ AND MAY NOT 8£ ACCURA T£ OR ALL INCLUSIVE. IT IS TH£ CONTRACTOR'S R£SPONSIBIUTY TO FIELD VERIFY LOCATION OF UTIUTIE:S PRIOR TO PROC££D/NG WITH CONSTRUCT/ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS 8£FOR£ BEGINNING E:XCA VA TION Wl-/£R£ ANY UNDERGROUND UTIUT/£5 MAY 8£ LOCATED. FAILURE: TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. © 2008 TRIAD ASSOCIATES \. T ASSOCIA[ES 12112115:Ave.NE Klrl<land, WA 98034 23 425.821.8448 425.821.3481 fax 800.488.0756 toll www.triadassoc.com Land Development C0n;ultants ' ~ ~ ... (!) a; :c:: i ~ C) i ffi ~ ~ 0 0 (!) .... ~ Cl) .... ~ .... 0 ~ ..... ~~ C " ! I() e: (/) Cc 0 C) 0 ~ 0 a: j:jj " ~ ~ :::! :s: 0 ~ ..... 'C( ~ :c: e: :c:: ~ .... ~~ ; f2 LI.I ;:::! :c: ).. LL: ).. C) !::: ~~ ... .:: ~ !5 .::: 0 ~ ::> 0 a: Cc: (!) (.) ~ ~ ~ ...... Cl) ).: ... !5 ~ 0 0 (!) ~ ~ • tl t :i ~ ~ ~ ~ ~ ~ 1'1 ~ ~ z I: I I 5 ! .. ~ .. . .... .... .... .... .... .... .... .... .... i<:.-K: K: K: K: K: K: K: K: IC 1 ................ I('" "' I('" J ........................... I"' .., .., .., GERAll! F. BUCK. AICP PROJECT MANAGER NICK A. YINGER, PLS PROJECT SURVEYOR RICK A. TOMKINS, P£ PROJECT ENGINEER MEI-SHIOIJ LIN, Ast.A PROJECT IANDSCAPE ARCHITEqr FIRST SUBMI'ITAL DATE: 2/20/ 08 SCALE: BORl'.I.: t•=JO' STATE Or WASHINGTON REGISTERED LANDSCAPE ARCHI ECT • MEI-SHIOU LI CE TIFICATE NO. 826 STAMP NOT VALID UNLESS SIGNED AND D TED lOB NO. 01- SHEET NO. a PLANTING NO TES -Contractor ohall verify exletlng olte condition& prior to beginning construction. Notify owner of dlecrepanclee, between piano and actua I field condition&. -The contractor ehllll be reeponolble for damage to existing utllltlee or Improvement& reeultlng from their work. Repair& ohall be made at no expenoe to the owner. -The contractor oha II notify the owner• representative prior to beginning construction, and eha II keep the owner Informed of progreee of work tfToughout conetructlon. Any requirement In the piano and/or notes ehll II be coneldersd binding. In caoe of dlecrepanclso or ltemo not undsrotood by the contractor, the owner'e rsprseentatlve eha II be contacted Immediately. Sits vlelt& by the landecape architect to lnepect progreee of work and Ito conformance with the plane ohll II be ae directed by the owner'• rsprseentatlvs. Execute periodic cleaning of the olts tfToughout the contract period to remove waete materlale, rubbleh, plant container• rseultlng from their work. -llk'ltten dlmenelone eupereede oca led dletanceo. Dlmenelone are taken from the back of curb, face of building or face of fence. -Refer to architect• 4 civil eng1nssr1ng piano for olts, grading 4 utility Information. -Contractor ohall coordinate their work with all other applicable trades, ao neceeeary. Qua llty A&ourance -Work ohall be 1notallsd ln conformance with applicable local codso and ordinances -Planting &hall be be performed by a licensed and bonded contractor -Contractor ehall obtain nscsoeary psrmlto and pay required fess. -Chemical applications shall be applied by licensed applicator. -Latest Josue of American Standard for Nursery Stock published by American Aeeoclatlon of Nurserymen oha II be uosd to grade nursery otock. ANSI Z61Z>.I -Plant nomenclature shall conform to that uosd ln New Sunset W..otsrn Goarden 6ook current edition. Nameo and varletlee not lloted In this reference shall be thooe moot commonly uoed In the nursery trade. FroJsct Condition& -Planting operation• ohall not be conducted under the following condltlono, I. Freezing W..a ther 2. Excsoelvs Heat 3. High UJindo 4. Exceoolvely W..t Condition• Sequencing 4 Schl!ldullng -Landscape contractor ehall coordinate with other sits contractor& and owner's rspreoentatlve to develop a schedule for landscape lnota llatlon. -Coordinate with earthwork contractor to sotablloh appropriate oubgrade slsvatlono ao required by planting ooll and mulch depths specified herein and on the drawings. PRODUCTS, Plante Provide plant• ao Indicated on drawings. -Gluantltlse ohown on drawing• are for contractor'• convenience only. Contractor lo rsoponolble for total number of plant• represented graphlca lly or by ca lculatlon. -Condition, All plant• oha II conform to the following minimum requirements, I. Nursery grown, unlsoo otherwise specified. 2. Supplied ln appropriate container, balled or burlappsd, or bars root ae specified on drawing•. 3. In vigorous growing condition with full foliage and fully, oymmetrlcally branched typically representative of the epsclso. 4. Plante oha II meet governing regulation• concerning psoto, weedo and dloeaos 4 ohall be free from all pesto, dioeaoeo 4 weedo. S. Fully and completely rooted, but not rootbound. 6. Plant grading oha II conform to ANSI Z61Z>.I. -Street Treso, Uniform In appearance, &lze and structure. -Oversized Plante, Plante larger than opsclflsd olze may be uosd providing height, spread, caliper, and root ball dlmenolono conform to ANSI Z61Z>.I. -Plante oha II be lnopected by the owner'• representative at time of delivery. Rejected plant& ohall be removed from the site Immediately. Hydroossd -Seed oha II conform to the standards for "certified" grade osed or better, ao outlined by the State of UJA Dept. of Agriculture'• "rulso for ossd Certification" latest edition. Seed &hall be furnished In otandard containers. Upon owner'• request, furnish duplicate copies of a statement signed by the vendor certifying that each lot of osed ha& been tested b!:f a recognized oesd teotlng lab within 6 months of delivery to the project site. -Hydroossded mix oha II be ao specified on the piano -Fsrtlllzsro and amendment& ehall be per the h!jdrooeed euppller -Jurisdiction shall approve ossd mix prior to lnotallatlon. POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. Solle and Mulchse On Site etodcpiled ooll -If available, on-elte etoci<plle eollo may be uoed for planting bed preparation, lawn arsao or plant pit backfill. Use of on olts ooil to be coordinated with owner'• repreoentatlve Import topeoll mix for U&e In &fTub bed& and lawn areao • 2-way topooll to be approved by Owner'• Rsprsoentatlve. Topooll ehall be S1Z>% compost and S1Z>% eand, eand!:f loam or silty eand and ohall meet the following epeclflcatlono Screen Size ( Approximate particle e lze) Total Nitrogen Organic matter PH range Conductivity 1/16" maximum .2S% minimum IIZ>% minimum S.S-8.IZ> 4 mmhoo/cm maximum Topeoll muet be free of viable plante, plant parte, or esede. Soll mlx for plant pit backflll -2-way topooil to be approved by owner'• Rsprseentatlvs. Topeoil ohall be S1Z>% compost and S1Z>% sand, oandy loam or ollty oand and ohall meet the following epsclflcatlono Screen Size ( Approximate particle olze) Tota I Nitrogen Organic matter PH range Conductivity 1/16" maximum .2S% minimum IIZ>% minimum S.S-8.IZ> 4 mmhoo/cm maximum Topooil muot be free of viable plants, plant parto, or ossdo. Compoot -Compost &hall be the result of the blologlcal degradation and tranoformatlon of plant derived materla lo under controlled condition• to promote aerobic dscompooltlon. Compoot ohall be otabls with regard to oxygen conoumptlon and carbon dioxide generation. Compoot eha II be mature with regard to Jto oultablllty for oervlng ao a ooil amendment. The compoot ohall have a moloturs content that hao no vlolbls free water or duet produced when handling the material. Screen Size ( Approximate particle olze) 1/16" maximum Maturity measure greater than 81Z>% Total Nitrogen .S% minimum Minimum Organic matter 41Z>% PH range 6.IZ>-8.S Foreign matter by dry weight ti>.S% maximum Soluble oalt content lsoo than 3 mmhoo/cm maximum Stablllt!:f 1 or below Topooil and compoot ohllll be tested by the supplier within 91Z> da!:f& of application uelng the Sea I of Teotlng Aoourance (ST A) protocol to meet the requirements of the US Composting Councll Fsrtl II zsr -Treso, efTube and groundcovsr, I. Formula 4-2-2 "The starter" ao manL>factured by Frofeoolonal'e Choice, or eqL>al 2. Agrlform Tablets, Planting tablets ae manufactured by Agrlform International Chsmlca le Inc., 21Z>-IIZ>-5 analyelo, or equa I. -Hydroessd, I. Ao Included with h!jdrooeed mix. examination -examine erte and verify that llnso, level&, grades are acceptable and condition of sxlotlng soil lo ready to receive work. -Start of work ohall Indicate contractor'• acceptance of existing condltlono. Soll Preparation -On &Its ooll I. If on sits etoci<plled eoll le available for uee ln new planting areao, lt ohall be submitted to a ooilo testing laboratory for analyolo 2. If uosd, on olte otoci<pilsd ooil shall be amended per rsoulto of eoll teote 3. If soil le native eoll, otoci<plls forset duff and topeoll eeparately, cover with weed barrier, whlle etoci<plled and reapply to landecape areao-mln. 8" depth and till Into eubgrade to a depth of 2" min. 4. If eoll le disturbed, etoci<pils and cover with weed barrier, whlle oto';"f llsd and reapply to landecape areae-mln. 6" depth and add a layer of 2.S' compost following the topooll application. Rototlll compoot to a depth of 8". -SfTub 6sd, I. Prior to placing eoll mix, scarify oubgrade In two direction• and thoroughly loooen to a depth of 2 Inches. 2. Place 8 Inches of eoll mix on eubgrads and thoroughly till Into ocarlfled eoil to a depth of IIZ> lncheo. Hydrooeeded or Sod lawn area&, I. Rake, drag 4 remove rock& 4 dsbrlo 3/4"+ from top I" or eeed bed 2. Roll to produce a firm finished grade and lightly rake to loooen top 112" of ooll prior to oeedlng -Hydroeeedsd areao (non Irrigated), I. Thoroughly till top 6 Inches of seeded areae and add ooll additive• 4 fertilizer. (Rate 4 type ao recommended by ossd ouppller.) 2. Rake, drag 4 remove rock& 4 debrle 3/4"+ from top I" of seed bed 3. Roll to produce a firm flnlehed grade and lightly rake to loosen top 112" of ooll prior to essdlng Fins Goradlng -Remove rocko and debrlo with any dlmenelon larger than I Inch that turned up during preparation. -Rake, drag and roll area smooth to eotablloh approved flnlohed grads&. Maintain eotabliohed flow llneo, elopes and grade to achieve positive drainage allowing no puddles. -Flnlehed Gorads Requirements, I. Planting 6sd Areao, 3 Inches below adjacent paving and curb&. 2. Seeded lawn areao, I Inch below adjacent paving and curb&. Hydroessdlng UJater area to a depth of 4" prior to h!jdrosssdlng Spray olurr~ onto flnleh grade at such an angle to aid In embedment of seed -Contractor shall clean exceoo slurry from plants, paving and etructurso Tree 4 SfTub Planting -excavate plant pite to elzse Indicated on drawing&. -Do not plant until direction concerning poeltlve drainage lo given by general contractor. -Fertilize plant pits at planting with Agrlform tablets, 21Z>-IIZ>-S, or equal Application rate ohll 11 be per manufacturer'& Instruction -Set plumb face for beet appearance. Set oo root crown wlll settle to appropriate level related to surrounding finished grades after settling hao occurred. -Watering, Conetruct water baolne and thoroughl!:J water plant• Immediately after planting. -Restore flnlehed grades by hand raking. Leave water baelno In place. -Place specified mulch and hand rake emooth -Fertilize by topdreoolng new ofTub and tree planting, with Frofeoolonal'o Choice -The Starter 4-2-2, or equal Application rate eha II be per manufacturer's lnotructlon -Stake trees ao Indicated In details. -Goroundcover planting ehll II begin at the following diotancs& from other elts elemente 12" from drlpllne of conifer&, 24" from trunk of declduouo tree, 18" from outer branches of sfTubo, 18" from adjacent hard surfaces Mulching Apply 2 Inches (compacted depth after watering) of specified mulch to flnlehed grads ·1n a II ofTub and groundcover bsde. -Thoroughly water mulched arsae to ensure moisture penetration to the eoil. INSFl:CTION, OOARANTl:E 4 MAINTl:NANCE: -Keep areao of work clean, neat and orderly whlls work lo In progress. -The Landecaps Contractor &ha II contact the ownsr'e repreoentatlvs prior to beginning conetructlon. Dlscrepancle& or other problems oha II be reeolved at thle time. -Maintenance period oha II begin upon lnopsctlon and approva I by owner'• repreeentatlve, and ehllll be for 121Z> calendar daye. -Maintenance of new planting sha II cone let of watering, cultlvatrng, weeding, mulchln9, resetting plants to proper grades or upright pooltlon, restoration of the planting eaucer, and furnishing and applying ouch oprayo and lnvlgoranto ae are neceosary to keep the plantings free of lnoecto and dlseaee and In tfTlvlng condition. -Plant materlal ohall be In tfTlvlng condition one ~ear from date of final acceptance. -Replace new plant material which hao loot 31Z>% or more of their normal foliage. 0 . ,II ' "' • TREE STAKE Ffi!EVAILING ~l'<OOTI:IAI..L. WIND ~- FL.loN • Tl'IEE STAKE NOTE, Fl..loNT TREES I" 1-ilGi-TER Tl-lloN DEFTI-I ~ INN-RY TREE FIT 51-!ALL. NOT 6E L.E55 Tl-lloN (2/ TIMES ROOT 6AI..L. DIAMETER TREE STAKES FERFENDICUL.AR TO Ffi!EVAIL.ING WIND NOTE, TREEIS !>' T AI..L. AND el-!ORTER DO NOT l'IEGUIF!E TREE LNLE55 NOTED OTI-IEl<WleE '---llFECIFIED IIOIL. MIX AND FERTILIZER "------F!ECOMFACTED NATIVE &olL. 4" 2X MIN DIA ROOraAI..L TYPICAL DECIDUOUS TREE PLANTING NOT TO SCALE NOTE, FL.J>NT TREEIS I" I-IIGI-IER Tl-lloN DEFTI-I GF<OILN IN NUR!\E~ Tf<EE FIT 51-!ALL 6E NOT LEISS Tl-lloN 2 TIMES ROOT6ALL. NOTE, TREES !>' T AI..L AND 51-!0RTER DO NOT F!EGUIF!E TREE UNLE55 NOTED OTI-IEl<WleE DIA, WATER TI-IOROUGI-IL Y AFTER FlloNTING Tf<EE er AKE& FERFENDICUL.AR TO PREVAIL.ING WIND 12 GA WIF!E, lUIIST TO TIGI-ITEN l-----1n• DIA 6LACK R.1136ER 1-!0eE TYF. ~i====2" x 2" CEDAR STAKES I , CUT AI..L TIES AND FOLD 6ACK 6URL.AF AND 6ASKET FFi!OM UFFER 1/3 Of' ROOT6AI..L. r.:EMOYE ALL FI..A5TIC AND lUIINE ,,,----2" MULCI-I LAYER 51-!ALL. 6E COMFOllT _,----3" WATERING 6A51N &FECIFIED &olL MIX AND FERTILIZER '--1-----F!ECOMFACTED NATIVE &olL. 4" 2X MIN DIA ROOraAI..L TYPICAL CONIFEROUS TREE DETAIL NOT TO SCALE ..:1 CUT AI..L. TIES AND FOLD 6ACK 6URL.AF ; 6A51<ET FFi!OM UFFER 113 Of' ROOT 6ALL OR r.:EMOYE PLASTIC CONTAINER , r.:EMOVE AI..L lUIINE FROM Fl..loNTING FIT. 3" WATER 6AelN ><;:: __ 2" MULCI-I LAYER 51-!ALL. 6E COMF05T , , KEEF MULCI-I 2" FROM Tl"l.JNK ~l,,..U....---lllFECIFIED Fl..loNTING MIX AND FERTILIZER i,,ff:__---ecARIFY SIDES AND 60TIOM Of' FLloNTING FIT TO ALLOW FOR ROOT FENETRATICIN ~8';;,q;E-----F!ECOMFACTED NATIVE &olL +--,,FRe'::ri\',±,:ia~'f"2~e'i.,,+-' b" 6" TYPICAL SHRUB PLANTING DET All NOT TO SCALE NOTE, AI..L GROUNDCOVER/r.l-lf<!J5 SPACING 61-!ALL 6E EGUIDIST loNT LINLT=!\6 OTI-IEl<WleE SPECIFIED. DIIST ANCE CIN CENTER A5 &FECIFIED TART FIReT ROW Of' FL.ANTING AT rn Tl-IE PERPENDICULAR SPACING 6ETU!:EN ROUie ·.· .. · :C :~,,o;·:,:>c:' EDCi!E Of' Fl..loNTING Al'!EA CAU71QN TRIANGULAR PLANT SPACING NOT TO SCALE LOCATION OF EXISTING UTILITIES SHOWN IS APPROX/MAT£ AND MAY NOT 8£ ACCURA 7E OR ALL INCLUSIVE. IT IS TH£ CONTRACTOR'S RESPONSIBILITY TO R£LD VffilFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY 8£ LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. © 2008 TRIAD ASSOCIATES \. T Ass o_c I A Es 12112115thAve. NE Kirkland, WA 98034-6 23 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com La 11 d Dev e Io 11111 en t Con:, u It an 11 s ' ' ~ :c:: Cl) C :::! ~ ~ ~ ~ C) C ~ ~ Cl) .... C .... ":( ~ C " Cl) ~ I() Q: ~ C) 0 C C 0 i!j " ~ ~ :s: C ~ .... (!) ~ ~ :c:: I,.; .... ~ ~c IA,! ;:! ":( JJ.: ~ ~ 1-... ),.. .... ~ ~~ ! 0 C .:: 0 ~ a: c., ~ tt:: ~ (.,) 1-... ~ Cl) ~ ~ ta ,I " ~ ~ ~ ! I!? ~ § I I: ~ ~ ~ I .. .. ~ - GERALD F. B A/CP PROJECT MANAGER NICK A. YING£R, PLS PROJECT SURVEYOR RICK A. TOMKINS. Po PROJECT ENGINEER lol£/-SHIOU UN, ASLA PROJECT LANDSCAPE !RCHITE FIRST SUBMl'ITAL DATE: 2/2oros SCALE: HOIIIZ.:NlS .:NlS STATE Of WASHINGTON REGISTERED LANDSCAPE ARCHI ECT • ... MEI-SHIOU LI CE TIFICATE NO. 826 Sl'.ll!P NOT VALID UNLESS SIGNED !ND D TED 108 NO. 01- SHEET NO. L4o, :i!:: ~ c., ;!: i ; >,:' .... ! C 0 c., ~ ~