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HomeMy WebLinkAbout11D2020K2e 40 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. BRIDGES (F. K.A. VE RDANA PHASE 2 ROAD AND UTI LIT TRACT Al TRACT U 1 1 1 1lzaes� vo R C _�Fp�pUU/Nypp- v F Q LSA16 160 161 762 163 E SIDENVAL E/ TRACT HIN n L N �zA TRACT/ RR \ oZ-�o C "T's I E \ r C n+ ACT M/ 16 I TR11 T PP ACT7�IFAF s o lV i7 r o /f t3T 8 I A� V LS)9814 I/� ASE « TRACT EI j e \'E—' ETRA6T EE E fND 11' R G 13J 132 E L E E _E�f207q CT�F E T oy I D 1 ' REBAR IC1 INC j15850 .�.y lid 07X yos1 Iw / �E E E E (-rrz m 1 `E 'E I EL=4038]5 N£ E 7IfACT EAA(Oj J. 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SOUIN 114 CORNER N: 4512734/45 E. 16354245II64 NORTH 114 CORNER N: 1156285.11168 S 16365119.1169 COORDINATES ASSOCIATED WM THIS ORAWNG ARE PROJECT COORDINATES WITCH MAY BE CONWERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING I00000 METERS (3240833333 FEM, MEN MULT?RWNG BY 0.999938640OZ ME INITIAL COORDINATE CONVERSION WAS PERFORMED USING ME LEICA SKI -PRO GPS POST PROCESSING SOFTWARE VE 510N 2O TRACT SJF1 VERTICAL DATUM.- NAVD 88 ORIGNA nNG BENCHMARKS CITY OF KENT BENCHMARK I FOUND RR SLAKE IN SW FACE OF POWER POLE 08664. 31' UP, AT NW CORNER SE 286M Sr. AND 118M AVE SE EL=439.83' CITY l KENT BENCHMARK W792 FOUND RR SPIKE /N S FACE O' POWER POLE 14282, S1' UP, AT NW CORNER SE 288M Sr. AND /20M AVE SE EL=4 2."' LEGEND PROPOSED FEATURES EXIS77NG FEATURES --�BGUNDARY 0 SEWER MANHOLE EXISTING GRAVEL --SD- -EXISTING SIDIW DRAIN PIPE LOT UNE a SEWER CLEANOUT --SS--EXISTING SEWER MAIN RIGHT-OF-WAY ■ PROPOSED GRAVEL --W---EMSnNG WATER MAIN GUT/ER, FLOW, & CURB UNE CATCH BASIN TYPE I - -PO---EXISTING POWER UNE - CENTER UNE ® CATCH BASIN TYPE If EXISTING A5PHALr --UGP---EXISTING UNDERGROUND POWER LINF ---EASEMENT • STORM CLIS NOUT --G---EXISTING CAS MAIN - —SEWER MAIN O' YARD GRAIN ❑ P OSED ASPHALT -TT, - EXISTING TELEPHONE UNE SEWER FORCE MAIN W- PAVEMENT El EXISTING CATCH BASIN TYPE l SEWER SERWCE w SINGLE WATER METER DOUBLE WATER METER -:''+ PROPOSED SIDEWALK ® EXISTING CATCH BASIN, TYPE lI STORM DRAIN PIPE pr O EXISTING SEWER MANHOLE - ------------ ROOF & FOOTING DRAIN 1- IRRIGA nON METER -------------ROCKERY DRAIN A FIRE HIEMANr El PROPOSED CONCRETE p EXISTING POWER POLE -------WATER MAIN r� ]T AIR/VAC RELEASE VALVE ❑ WEnANO © EAISnNG POWER VAULT -302- - - - 10' EXISTING CONTOURS E AISnNG GUY ANCHOR --302-------- 2' EXISTING CONTOURS BLOW OFF BLOW FENCE N CA IE VALVE ,WPRAP EXISTING WATER METER -.—.—.-EDGE OF N£ILAND R EXISTING FIRE HYDRANT FLINE Y1 BEND w EA95nNG AIR/VAC RELEASE VALVE REDUCER o- EXISTING BLOW OFF CURB RAMP CONCRETE BLOCKING K EXISTING GATE VALUE -*- SMEET UCHT POLE SIGN EXISONC CONIFEROUS TREE - MAILBOX RETAINING WALL EXISTING DECIDUOUS TREE >s CONCRETE P/PE CASING 8 9 10 11121514 1516 17 1811912421 IN LS REBAR O26N AND QIYW 49 0 13' 2)] 278 PLANS I SCALE: 1" = 200' 0 100� RR SPIKE IN SIDE OF PP FOUND 5/8'REBAR/CAP cod, BENT OVER TO SCUM for a TRACT K �TRACT AAA �HJ031.TJ, .Sp6 J1] J28 3ry 1 9 3W 3or 0130 304 29689 c 3)P SII310 J09 83(I J06 Lis 31 3 3 tREET 12 T E I` s 576 ] 3<8 3< 343 �3< _.. _ici SP 351 350 M4 363 3 QT C \I 1 u ro TRAC 3M E ` ]0 68 sz j / e T� GP lA E E / N01 JB'46$ rt—•E f � �.f l f 26 v sa v 3o sr 3 O �,�-I — 14300 URBAN MINOR 1� £RIAL STREE7J NORM 114 ER SE 286714 Sr SITE W CITY W W OF W < KEN 31' SE 304M STREET I �8 SE 312M SMF£r VICINITY MAP NOT TO SCALF SITE INFORMATION OWNER/ KENT'60, LLC DEVELOPER: YARROW BAY DEVELOPMENT 815 RFM AVENUE, SUITE 202 425-202 6 98033 CONTACT. C ]5 CONTACT.' CIXM LUND j ENGINEY%/( TRIAD ASSOCIATES SURVEI d2/ 12112 115M A W NE PLANNER: KIRKLAND WA 9=4 425-WI-8448 FAX' (425) 821-3481 CONTACT ROY E. LEWf; A.., PE WETLAND ALWANN GIVER, LLC BIOLOGIST.PC BOX 578 "RNA PON, WA 98014 424-333-4535 CONTACT.' SIMONE OLIW£R GE07ECHNICAL COLDER ASSOCIATES, INC ENGINEER: 16300 NE UNION HILL ROAD, SUITE 200 REDMOND, WA 98052-3333 425-633-0777 CONTACT.' ARM JOHNSON, PEG UTILITY PURVEYORS WATEK STORM, INTERIOR ROADS' CITY OF KENT SEWER: CITY OF AUBURN FRONTAGE ROADS' KIND COUNTY BONNEVILLE POWER 28401 CONWNGION WAY SE ADMINISTRATION: KENT, WA 98042 253-631-9154 CONTACT. PAUL WOOLSON TACOMA WATER. J628 ; 35M STREET TACOWk WA 98409 25.E-396-3323 CONTACT. CARL EVERY PUGET SOUND ENERGY• BOOI S 212M SMEEr KENT, WA 96032 253-395-7065 CONTACT. DAVE HAWTNORNE (ON -SITE DESIGN) .T55 IION AVENUE NE EST/04E ME WE, WA 98004 425-462-3947 CONTACT. PGJET NEUANSOUR/NH 1RFNSSMWISSION DESIGN)NT- k EARMWORK QUAN7777ES CUT VOLUME = 287,500 CY FILL VOLUME for 355,3OO CY NOTE,• SHEET INDEX THIS ESTIMATE WAS PREPARED BY EARTHWTIRK SERVICES, INC., USING THE 1 COVER SHEET EXISTING AND FINISH GRADES 1A SITE INFORMATION AND NOTES 44 WATER PLAN (PHASES 1/2) ANOES77MAITE ONLY AND NSHOULD N IS 2 CONDITIONS OF APPROVAL "" SITEADDRESS BE USED FOR CONSTRUCTION COST 45 WATER PLAN (PHASES 2A HN/CAL NOTES 46 WATER PLAN (PHASES 1/2/3) BETWEEN s£ 2887H ST & 3047H ST ES77MATES OR BIDDING PURPOSES 3-4 ALIGNMENT PLANS ALIGNMENT vA-7 N /PHASE +1 ANQ 1187H AW NE & 1247H ALE SE, ME CONTRACTOR IS SOLEY RESPONSIBLE FOR RENEWING ALL 5-6 COMPOSITE UTILITY PLANS „n, KING COUNTY AVAILABLE GEOTECHNICAL - " TAX PARCEL NUMBERS INFORMATION AND GENERATING HIS 8 910 S (PHASE ) 042105-9016 OWN SET OF EARTHWORK 1 PROFILE IPHAGE 1 766700-004618 ASSUMP7iONS AND OUANTi7lES 1112 POND "G" PLAN AND SEGT/GNS ^WASE •) (PHASE 11 W M POND DETAILS ' S WATER PROF&E (PHASE 1) WATER PROFILE (PHASE J is 16 ROAD/STORM DRAINAGE S/STORM PLAN (PHASES 1/2) /PHASES ,,.,, 61 61 1? WATER PROFILE (PHASE 1/2) DRAINAGE PLAN 62 WATER PROFILE (PHASE 18 ROAD/STORM DRAINAGE PLAN (PHASES 1/2/31 ..�1 /.,H. n n1 Sc 1 6864 WATER PRGF4LE/nuw a ) 19 ROAaSTeRM n.STnnAA A 65 WAFER PROFILE IPIMSE 12W 1./4 TER nnnE.. E /nuwnc n1 2021 GE .. .n Tn^.A w 22 DRAINAGE PLAN •/nJ 1/2/3) 67 6869 WATER PROFILE "MST 1) WAIEER PROFILE (PHASE e1 2324 TI ROAaWTORM DRAINAGE E n/STORM PROFILES (PHASE 1) /nuwn 27 DRAINAGE ROAD/STORM DRAINAGE PROFILES (PHASES 70 1) no nn ROwn/STORM DRAINAGE n^OF4 ES (PHASES 14W 71 WATER DETAILS AND NOTES an n/Jwn/STORM DRAINAGE PROFILES /nuw SE •J 7273 74-75 SIG GE AND MAILBOX PLANS EASEMENT PLANS CAUTION LOCATION OF EXIS77NG U77U77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE SS A S ...,.......E ai WTORM PROFILES (PHASES 15W 76 ROCKERY / WALL SECTIONS OR ALL INCLUSIVE IT IS 774E CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY 32 ROAD/STORM DRAINAGE PROFILES (PHASES 1/2l LOCA7701V OF Unun£S PRIOR TO PROCEEDING W17H CONSTRUCTION. YOU MUST CALL 33 ROAD/STORM DRAINAGE PROFILES (PHASES 2/3) 1-30 LANDSCAPE PLANS 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING „ /n /Su A SE nJ EXCAVATION WERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO 16PROFILES F9RM DRAINAGE n mrnmA DRAINAGE PROFILES ro (Puw Sc •/nJ •/OJ SO COULD MEAN BEARING SUBSTANTIAL REPAIR COS75 /nuw G. 7 ROA"TGRM DRAINAGE of 36 ROAafSTeRM DRAINAGE PROFILES /nuASE . I CER77FY THAT THE LOCATIONS, •• /STnnAA DRAINAGE S /Su. SE nJ ELEVATIONS DEPTHS, AND AS -BUILT 39 ^G PROFILES ROFI F COMMENTS REFLECTING MATERIALS 40 ^^A S c TORM DRAINAGE PROFILES (PH_ ACTUALLY USED DURING CONSTRUCTION 41 ROAD SECTIONS, DETAILS AND NOTES ACCURATELY REFLECT EXISTING FIELD 11 D 2 0 20 K2 UNDER ON MY DETERMINED BY ME OR 42 STORM DRAINAGE DETAILS UNDER DIRECT SUPERVISION ON THIS DATE. SI9n Dote 0 2007 TRIAD ASSOCIATE'S /TA 9 oo MHE g11stl. Y/APN31t8t8 A26.62,.814W /SRI]Mi Ne BW6WAW.OTW W tract e,�rl YARROW BAY �dcvctoP 40 VERID ANA d' Q V J � I� M � � Q O � O � Q U 2 QZ Y w Q Y B 3 6666 0 4 9 W z88zM�'I'IgfiH85S AUM� Hla z - ROY E LEWS .R., PE MANAGE! PROJECT R00ERT E WAW; PLS SURVRYOR PROJECT ROY E IEW4 A.., PE PROJECT RNGDW .fSFFERY L COX ASIA PROJECT LANDSCAPE ARCRITECf FIRST SURIRITAL DATE: 7126106 SCALE: B .: J'=200' Mi N/A STAeW NOT VALE UNLESS SIGNED AND DATED JOB NO. 03-094 SREN7 NO. 1 OF 76 167 LEGAL DESCRIPTION PARCEL A THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 194 FEET OF THE NORTH HALF OF SAID SOUTH HALF OF THE SOUTHEAST QUARTER; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7501270237.' AND THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN IN KING COUNTY, WASHINGTON., EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7501270237,• AND THE NORTH 3 ACRES OF TRACT 9, THE SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME iJ OF PLAT$ PAGE 700, IN KING COUNTY, WASHINGTON. EXCEPT ANY PORTION OF ABOVE DESCRIBED PARCEL WHICH MAY FALL WITHIN LOTS 7 AND 8 OF THE PLAT OF THE SOUND TRUSTEE COMPANYS THIRD ADDITION ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. PARCEL B.- TRACT 9, EXCEPT THE NORTH 3 ACRES AND TRACT 10, EXCEPT THE SOUTH 120 FEET THEREOF, ALL IN THE SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. PARCEL C THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST,, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7411040248, ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF SOUTHEAST J04TH STREET, ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 6027009; ALSO EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SUBDIVISION AND THE NORTHERLY MARGIN OF SOUTHEAST 304TH STREET, THENCE NORTH 0178'56" EAST ALONG THE WEST LINE THEREOF, A DISTANCE OF 700.00 FEET, THENCE SOUTH 7538'Ol" EAST A DISTANCE OF 472.02 FEET,• THENCE SOUTH 2376'16" EAST A DISTANCE OF 664.25 FEET TO THE NORTHERLY MARGIN OF SAID SOUTHEAST J04TH STREET; THENCE NORTH 8752'16" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 750.00 FEET TO 774E POINT OF BEGINNING. EXCEPT THAT PORTION LYING WITHIN CRYSTAL MEADOWS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 194 OF PLATS PAGES 66 AND 67, IN KING COUNTY, WASHINGTON. PARCEL D. LOT 3 OF KING COUNTY SHORT PLAT NUMBER 780014, RECORDED UNDER RECORDING NUMBER 8101150681, BEING A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON EXCEPT THAT PORTION OF SAID NORTH HALF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. PARCEL E. WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. "Lgi.4q% LOT 4 OF KING COUNTY SHORT PLAT NUMBER 7800134, RECORDED UNDER RECORDING NUMBER 8101150681, BEING A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECON 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID NORTH HALF LYING WITHIN THE RIGHT OF WAY OF 1247H AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. EXCEPT THAT PORTION WHICH MAY FALL WTHIN LOT 7, AND THE ADJOINING 20' ROAD ADJOINING THE NORTHERLY LINE THEREOF, ALL IN THE SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME iJ OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LEGAL DESCRIPTION (CONT'D) PARCEL G- GOVERNMENT LOT 3, SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 1247H AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040401., ALSO EXCEPT THEREFROM THE FOLLOWING DESCRIBED TRACE BEGINNING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED PROPERTY, BEING THE TRUE POINT OF BEGINNING OF THE EXCEPTION HEREIN DESCRIBED; THENCE WEST, ALONG THE NORTH LINE OF SAID LOT 3, A DISTANCE OF 255.00 FEET,' THENCE SOUTH, PARALLEL WIN THE EAST LINE OF SAID LOT J. A DISTANCE OF 272.00 FEET, THENCE EAST, PARALLEL WITH 774E NORTH LINE OF SAID LOT 3, A DISTANCE OF 100.00 FEET - THENCE SOUTH, PARALLEL WITH THE EAST LINE OF SAID LOT 3, A DISTANCE OF 114.00 FEET,' THENCE EAST, PARALLEL WITH THE NORTH LINE OF SAID LOT J. A DISTANCE OF 155.00 FEET,, THENCE NORTH, PARALLEL W7H AND 30.00 FEET FROM THE EAST LINE OF SAID LOT 3, A DISTANCE OF 387.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL H. LOT 1 OF KING COUNTY SHORT PLAT NUMBER 760014, RECORDED UNDER RECORDING NUMBER 8101150681, BEING A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON.- EXCEPT THAT PORTION OF SAID NORTH HALF LYING WITHIN THE RIGHT OF WAY OF 1247H AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. I7I:;:at THAT PORTION OF THE SOUTH HALF OF TRACT 11, THE SOUND TRUSTEE COMPANY'S THIRD ADDITION, ACCORDING TO THE PLAT 774ERECF: RECORDED /N VOLUME 13, OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF 774E FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT,' THENCE NORTH, ALONG THE EAST LINE THEREOF, A DISTANCE OF 50.00 FEET TO 774E TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE /N A NORTHWESTERLY DIRECTION /N A STRAIGHT LINE TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SAID TRACT, WHICH POINT LIES 135.00 FEET WEST OF THE EAST LINE OF SAID TRACT BEING THE TERMINUS OF THE LINE HEREIN DESCRIBED. PARCEL ,! THE EAST 194 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT 774AT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, 774E WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEEDS RECORDED UNDER RECORDING NUMBER 7412300186 AND 741230018Z PARCEL K.• THAT PORTION OF THE NORTH HALF OF TRACT 11, SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTH HALF,, 774ENCE WEST, ALONG 774E SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF 135.00 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE /N A NORTHWESTERLY DIRECTION /N A STRAIGHT LINE TO A POINT ON THE NORTH LINE OF SAID TRACT WHICH POINT LIES 313.36 FEET WEST OF 774E NORTHEAST CORNER OF SAID TRACT AND /S THE TERMINUS OF THE LINE HEREIN DESCRIBED. 1Jl:Iii�A 774E EAST HALF OF 774E SOUTH 120 FEET OF TRACT 10, SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING 70 THE PLAT THEREOF, RECORDED /N VOLUME 13 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. NOTE.- THE LEGAL DESCRIPTIONS SHOWN HEREON WERE PROVIDED /N CHICAGO RILE INSURANCE COMPANYS ALTA COMMITMENT 11092361 DATED JUNE 167H, 200a MOST OTHER MATTERS OF THE TITLE AND APPURTENANT EASEMENTS SHOW) HEREON WERE FROM FIRST AMERICAN RILE INSURANCE COMPANYS POLICY IJ1461374 DATED APRIL 1, 2005 AT 2.51PM. r HORIZONTAL DATUM: MAD 83191 DATUM WAS ESTABLISHED BY HOLDING KING COUNTY COORDINATES FOR SECTION MONUMENTS SURVEYED BY TRIAD ASSOCIATES ON 10-2J-03. SOUTH 114 CORNER N: 451273.4145 E. 1635424.5464 NORTH 114 CORNER N: 4562851468 S 1635569.1169 COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,0833333 FEET), THEN MULTIPLYING BY 0.99993864002, THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LEICA SKI -PRO CPS POST PROCESSING SOFTWARE VERSION 2 a VERTICAL DATUM: NA VD 88 ORIGINA 77NG BENCHMARKS CITY OF KENT BENCHMARK 1791 FOUND RR SPIKE IN SW FACE OF POWER POLE 128664, tl' UP, AT NW CORNER SE 288TH ST.. AND 118TH AVE SE EL=439.83' CITY OF KENT BENCHMARK 1792 FOUND RR SPIKE IN S FACE OF POWER POLE 14282, 31' UP, AT NW CORNER SE 286TH ST.. AND 120TH AVE SE EL=44289' ORIGINATING BENCHMARKS CITY OF KENT BENCHMARK 1791 FOUND RR SPIKE IN SW FACE OF POWER POLE 128664, 31' UP, AT NW CORNER SE 268TH ST AND 118TH AVE SE EL=439.8J' CITY OF KENT BENCHMARK 1792 FOUND RR SPIKE IN S FACE OF POWER POLE 14282, 11' UP, AT NW CORNER SE 288TH ST AND 1207H AVE SE EL=44289' 7EMPORARY BENCHMARKS SET SCRIBED SQUARE AT NORTHEAST CORNER OF CONCRETE RETAINING WALL AT THE EAST SIDE OF THE DETENTION POND SERVING THE PLAT OF CRYSTAL MEADOWS EL=421.65' SET SCRIBED SQUARE ON THE SOUTHEAST CORNER OF SOUTHERLY POWER TOWER 110'f SOU774EAST OF NORTHEAST CORNER OF LOT 9 OF THE SOUND TRUSTEE COMPANYS THIRD ADDITION PLAT ELEV=40388' TBM-C SET WHITE PAINT ON AGGREGATE ROCK /N CONC BASE OF 6' CYCLONE FENCE AT SOUTHWEST CORNER OF GOVERNMENT LOT 3 ELEV=432.65I " A INDLE ON POWER POLE 129241, ON THE NEST SIDE OF 124TH AVE SE, 1600'3 SOUTH OF NORTH 114 CORNER OF SEC 4, TNT,. 21N, RGE 5E, W.M. ELEV=428.70' SITE ADDRESS BETWEEN SE 2887H ST AND SE 304TH ST TAN2AX PARCH AVE SE AND 12410 -9 6 TAX PARCEL NUMBERS O 47eH A E S 786700-0046 FRONTAGE IMPROVEMENTS FOR 124774 AVENUE SE, 118TH AVENUE SE SE 304TH STREET AND SE 2887H STREET ARE SHOWN ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) /AST sOc nrzs 1211 HE grkland WA9�JL�RB 42.M.MNB eooAm.oTse jai rcaa ARRO V V 1 development 40 VIRI'DANA 2 Q O `c � U M J h ` W Cc j �Lu V MO m 2 O zz J `t lilt WY E (£XIS A... P£ PROJECT MANAGER RO&9!T E. WA PLS PROJECT SURVEYOR MY E. U7W$ . .., PE PROJECT ENGINEER .kTi:RYL CO.Y. AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCM2: MM-'N/A M.:N/A LEWT WABge y� is ro e _O Bee 0 ALL l 41-/Z /D STAID' NOT VAUD UNLESS SIGN® ANTI DAM JOB NO. Ow ./ q-On SHEET NO. lA OF 76 C2007 mIA0 ASSOCiAT BASED L BSED OWN THE PRECEDING FINDINGS AMACRES COF LAN THE 5 9NGLT FOR APPROVAL OF A PRELIMINARY PLAT AND PLANNED Mt DIMS DEVELOPMENT 10 GUBDIVIDE 13547 ACRES O' LAND INTO JB6 9NGLE-FAMILY RESIDENTIAL LOTS IS GRANTED SUBdCi TO VE FOLLONIO CONDITOMS A. GENERAL CCNOITON OF APPROVAL 1. WE TERMS AND COMIRMS OF MULTIFAMILY DESIGN REVIEW AIFOR-20W-13 WMCH WAS APPROVED ON NOVEMBER ZS 2 , SMALL APPLY TO BBS PROPOSAL. 2 TILE TERMS AM COMMONS OF AOMWS7RA7TW VARIANCE AV-2 7, WON WAS APPROVED ON OVEMBER 24 2005 SNALL APPLY TO VMS PROPOSAL. J DIE PUG AND PRELIMINARY PUT APPROVAL IS FOR J79 SING£-FAMLY RESIDENTIAL LOTS AND/OR DWFJIING UNITS AND ONE RUTUR 4 BE OWM1tUBDIWOER SHALL INSTALL. THE NEW SWWAUIFD PEDESTRIAN CROMM REQUIRED ON 124M AWNU£ BE AS WELL AS PROWDE SIGNALIZED PEDESTRIAN CROSSING AT THE EITSTNG SCHOOL CROSSING OF Y 304M STREET. B. PRIOR TO RECOROA77ON Or THE FLNAL PLAT 1. THE OWNER / SUBDIVIDER SHALL PAY ALL ON OF KENT FEES AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT. QUROES IN LIEU OF ASSESSMENTS AND/OR LAMCOMER FRS /F ANY, PRIOR W RECORDING MIS PLAT. 2 ME OWNER / SUBDIVIDER SGLL PWWDE PUBLIC WORKS WN A DIGITAL PLAT MAP PREPARED WM A CAD PROGRAM THE MIA INFORMATION CAN BE FORMATTED IN OT&R NOW (AUTDC•10) OR !DXF (DRAWING EXCHANGE FILE), BUT MUST BE BASED UPON STAR PLANE COORDINATES AN ASSUMED COORDINATE SYSIEN IS NOT PERMITTEDD, 111E STATE PLANE COORDINATES SHALL BE ON THE MAD E DATUM AND RELATE TO AT LEAST TWO ON OF KENT REFERENCE PONDS WAIN ONE HALF MILE OF THE SI 6VFWST N. IN ADOUON, THI PRODUCT SHALL BE RED INTO AT LEAST TWO CITY OF KENT MAD BB VERTICAL BENCHMARKS AND TWO ADDITIONAL PERMANENT BENCHMARKS SHALL BIT ESTABLISHED WTHIN WE PRO.ECT. THE ELEVATIONS OF MESS BENCHMARKS MILL BE REPORTED AT ME TIME AS BUILT DRAWINGS ARE SUSUFFTED ALONG TRIM HELD NOTES SUFFICIENT TO VERIFY PEN ACCURACY. 3 RE OWNER / SUBDIVIDER SHALL SUBMIT AND REM W ON APPROVAL FOR ENGINEERING DRAWINGS FROM WE DEPARTMENT OF PUBLIC WORKS AND SNAIL THEN DINER CONSTRUCT OR BOND FOR BE FOLLOWING A. ME APPLICANT HAS PROPOSED SEWER SERVICE FROM ME CITY OF ALBUM WE PUBLIC SANITARY SEWER SYSTEM STALL BE 0 B. A PUBLIC WATER SYSTEM MEETING CITY OF KENT STANDARDS FOR ALL LOTS SHALL BE REQUIRED. EINBNG HELLS SMALL BE D£LOMMISSONED IN ACCORDANCE MW BIE REQUIREMENTS OF RE DEPARTMENT OF ECOLOGY. C. TIE ENGNEERNG PLANS MUST MEET ME MINIMUM WWlRENENiS OF THE CITY OF KENT CONSMUCROM STANDARDS UNLESS OMERMSE APPROWD BY THE PURUC WORKS DEPARTMENT MROUGI ME PLANNED UNIT DEVELOPMENT PROWSIM4 AND 2002 ON OF KENT SURFACE WATER DESIGN MANUAL (KSWOM). INITIAL GIIMANCE FOR THE ENGINEERING PLANS IS GIVEN BELOW (SEE CHAPTER 2 OF KSMDM FOR DETAILED SUBMITTAL REQNR£MENIS): (1) ME ENGNEERIO PUNS RILL INCLUDE AT A MNIMUM: SITE /MPMWMENT PLANS M ICH INCLUDE ALL PLANS DETAILS ORES AND SPEORCABONS NECESSARY 70 CONSTRUCT ROAD, DRAINAGE AND OMER RELATED WPWWNENTS THE ENGINEERING PLANS SHALL INCLUDE A FINAL TECHNICAL INFORMATION REPORT (VR) WIM CONTAINS ALL WE TECHNICAL INFORMARON AND ANALYSIS TO DEVELOP BE SITE NMPWWNENT PUNS (2) THE RETENTION / DETENTION AND RELEASE STANDARD MAT MLL BE MET BY ME WO&VISON /S LEVEL TWO, THE WATER QUALITY MENU MAT RILL BE MET BY THE SUBDIOSON AS BE RESOURCE STREAM PWTECBON MENU. (J) THE SITE /MPWWMENT PUNS AND TECHNICAL INFORMATION REPORT WILL CONTAIN DRAINAGE MCMATONS AO DRAWINGS OF ME RETENTION / DETENTION POND TRACTS AT AN APPROPRIATE ENGNEERNG SCALE TO SHOW MAT WE PROPOSED ON -SITE RETENTION / DETENTION TRACTS ARE LARGE ENOUGIH TO CONTAIN WE REQUIRED MIN/MUM STORM WATER STORAY VOLUME AO WATER DUALITY FAQUTY. ME STE NPROWMENT PUNS FULL ALSO SOW MAT ALL REWRED STORM WATER MANAGEMENT FACILITIES FULL W OUM& DEUNEARD WRANOS AO DIEM ASSOCIATED BUFFERS AS HELL AS OUISDE OF ORGOM AO MEN ASSOCIATED BUFFERS EXCEPT I THE BERM OF VE PONDS MAYBE PERWTIED IN BE DUMB HALF OF ME BUFFER PROVIDED MAT ME BUFFER IS REPLANTED WM NARW TREES AM SHRUBS MAT RILL NOT COMPROMISE TE STRUCTURAL INTEGRITY OF NE FAWN (4) A MAL DOWNSTREAM ANALYSIS /S REQUIRED FOR THIS DEVELOPMENT, AND IT FULL INCLUDE AN ANALYSIS FOR CAPAC7Y, EROSION POOWOAM AND WATER DUALITY. REFER TO TE REQUIREMENTS OF 7MCWWAL INFORMATION REPORTS IN SECTION 3- 'OFF -SIT£ ANALYSIS, OF ME 2002 ON OF KENT SURFACE WATER DESIGN MANUA FOR THE SPE.'RIC NFORAM71ON REQUIRED FOR DOWNSTREAM ANALYSES (5) IN AREAS MERE SODS NFIL TRATE AND IT IS RECDI/M£NOED BY TEE WOMOMICAL ENGINEER OF RECORD AND APPROVED BY NE PUBLIC WORKS DEPARTMENT, ROOF MMSPOIM FOR EACH BODIED STRUCTURE (HOUSE, GARAGE CARPORT, ETC) SHALL BE DIRECTED TO A ROOF DOWNSPOUT INMMAION SYSTEM MEETING TE REQUIREMENTS OF SECTION CZ FLOW CONTROL BAPS , IN APPENDIX C TO WE KING COUNTY SURFACE WATER DESIGN MANUAL TEY ROOF DOWNSPOUT C7NWYMX AM /NFlLMATOV SYSTEMS SHALL INCLUDE OVERFLOW PIPES CONNECTED TO AN APPROWO DISPERSION SYSTEM. ME DRAINAGE PUNS RILL INCLUDE AN APPROVED DE7A& FOR ME ROOF DOWNSPOUT WMTRAMON SYSTEM. I E FAX OF THE RECORDED PLAT SHALL CONTAIN ME MELOMNG RESTRICTION FOR L0N CAPABLE OF SUPPORTING A ROOF MWNSP01/T &MNATON SYSTEM AS A CONDITION OF BUILDING PERMIT ISSUANCE, RESIDENCES CONSTRUCTED ON LOTS XX TIIROUGN XX OF THIS SUBDIVISION MUST PROVIDE ROOF DOWNSPOUT INRLMAW N SYSTEMS (6) ME OWNER / SUBDIWOER SMALL SUBMIT LANDSCAPE PLANS FOR WBHN AND SURROUNDING ME RETENTION / DETENTION AND STORM (7) ME OWNER / SUBDIVIDER SHALL EXECUTE DECLARATION OF STORM WATER FAWN MAINTENANCE COVENANTS FOR THE PRIVATE PORTIONS OF THE DRAINAGE SYSTEM PREPARED BY ME PROPERTY MANAGEMENT SECDON OF THE DEPARTMENT OF PUBUC WORKS AND SHALL INCORPORATE PROVISIONS OF TIE MAINTENANCE COVENANT WTHIN ME CC&R'S RECORDED AGAINST ME PROPERTY. SEE REFERENCE B-F, DECLARATION OF STORM WATER FACILITY MAINTENANCE COVENANT, TO TE 2002 CITY OF KENT SURFACE WATT DESIGN MANUAL FOR INFORMATION ON WA IS CONTAINED WTHIN TINS DOCUMENT. D. A DETAILED GRADING PUN FOR THE ENTIRE SUBDIVISION MEETING NE REQUIREMENTS OF THE CITY OF KENT CONSTRUCTION STANDARDS AM ON OF KENT DEVELOPMENT ASSISTANCE BROCHURE JI-3 EXCAVATION AND GRADING PERMITS & GRADING PUNS WITAL GUIDANCE FOR MESS PUNS IS OWN BELOW (I) THESE PUNS MU. INCLUDE PROWSIONS FOP UMITES ROADWAYS RERNTON / DETENTION PONDS STORM WATER TREATMENT FAOUBE% AND A BUILDING FOOMAD FOR EACH LOT, UNLESS A GRAOO-OILY PERMIT APPLICATION IS SUB.M/TRD PRIOR TO WE COMPLETION OF ME UTUTY, ROADWAY, REIENMN/Df1ENTIOM PONDS STORM WATER TREATMENT FACLITES AND BUILDING FQUT PAD FOR EACH LOT. (2) E PLANS PE,PAIL B QUSIWEO TO REDUCE i NEED FOR PROCESSING SEVERAL INDIVIDUAL GRADING PERMITS UPON APPLICATION (3) UNLESS OWERMSE AUWMI2E0 BY THE DEPARTMENT OF PUBLIC ROWS PRIOR TV SUBMITTAL OF THESE PLANS THE CONTOUR INTERVAL SHALL BE 2-FEET, AND EVERY FIFTH CONTWR UNE MU. BE DARKER WAN THE OTHER CONTOUR UNES ALL CONTOUR ONES ML BE CLEARLY LABELED AND AT APPROPRIATE INTERVALS ALONG NOSE UNES E. A TEMPORARY EROSION / SEGMENTATION CONTROL PLAN FOR ME ENTIRE SUBOWSON MEETING VK REQUIREMENTS OF THE ON OF KENT CWSTRUCVON STANDARDS AND THE STORM WATER MANAGEMENT MANUA FOR ME PU(ET SOUND BASIN. THESE PLANS MUST RERECT NE DETAILED GRADING PUN DISCUSSED ABOV& AND A DETMLET) NEE PLAN TO BE APPROWO BY PLANNING SERVICES F. A MAL WERAND M/RG4MN PUN MEETING THE REQXREMENM OF KENT ON CODE CHAPTER 11.05 FLOP REVIEW AND APPROVAL BY G. (I) REWIRED BY MG COUNTY AM AS INDICATED AS MIBGARON MEASURES IN VIE MARCH MM REVSM TRANSPORTATION IMPACT ANALYSIS SUBMITIEO FOR TOMS PROJECT. RAT /NPROWMENIS ALSO SNAIL RWV REWIRED MONT UNES NECESSARY AROUND METRO BUS STOPS IF APPROVED BY MG COUNTY AM THE CTTES OF AUBURN AM KENT. WE INTERSECTION NPWWWENN MAY BE CONSTRUCTED AS INTERIM HMPROWMENTS OR VY OMNER/SIBO/WOER MAY PAY KING COUNTY A FEE IN LIEU OF ME UNTERYCMN IMPROVEMENTS, MHIM FEE SHALL BE APPLIED TO OE CAPITAL PROECT SOLELY FOR ME MENDED /NRRYCTON IMPROVEMENTS AT TINS LOCATION. (2) SOUTHEAST TH19AS AN URBAN C SY BY KIM COUNTY CCWSMUCTEDTED TOME1993 KING COUNTY S7MDAWUNLZW ORKRWSNOE Y A TWIN BKING G COUNTY MCONSENSUS FROM THE KENT AND AUBURN PUBLIC WORKS DEPARTMENTS THE NMR/M IMPROVEMENTS ALONG THIS STREET MUST PWWDE FOR AT A MINIMUM SMELT NAMES ¢ S7ABO/ S1idEET HALVES ¢ STATION STREET NAMES ¢ STATION W Q Z I� W 1W. I� Iw �I ROAD A: 1STSMEET SE SE 2MM PUCE 604 11 �O4/1+5�62.07 20+62.29 - "+MM MACT jpAYC SE 289M PPLACE 11+22-I13+M60 TRACSE T AA• T 1+00 - 3+37.51 TRACT Nro SE 295N COURT 1+00 - 2+8050 1+00 - I5+0279 ROAD B: 122MO STREET Y 122ND WAY SE 1+00 - S+DO S+GIB - 14+1B,29 ALLEY Q 1+00 - 8+29.90 TRACT 121ST PUCE SE 1+00 - 9+0489 MACT 122ND CE SE 1+00 - 6+47M TRACT SE 287M MEET 1+00 - 6+9&JJ MACT MIA 1Y234D WAY WY SE 189M PLACE _ J+16 3+AY � - 11+GO 11+00 - 1J+10.77 MACT SE 293M STREET 1+00 - 4+4& iB TLICT 120M GG COURT SE 1+00 MACT C • 123RD P CE SE SE 296M STREET 1+00 - I3 MB7 13+MS7 - 14+42.70 M4C7 A 118M PUCE SE 1+00 - 9+97 MACT 120N STREET Y SE 292ND WAY f+00 - 10+97M f0+87.M - 18+M74 TRACT 113W P CE SE 1+00 - 5+41.66 IRACT SE 299M AY 1+00 - 10+03W ]AACT 1TOM WAVY i+00 - IB+9S01 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. L PEDESTRIAN WALKWAY/MPROWMENT PUNS FOR INTERNAL CQYNECOWN AND CONNECTIWN TO ADJACENT PARK AO SCHOOL SIR% 70 BE REVIEMM AND APPWYED BY TE CITY OF KENT PUBLIC NORICS DEPARTMENT AO PUNNING SERVICES DIWSfW.. THE APPLICANT SHALT. (A) A VERTICAL CURB & ORDER, A 5-FOOT WDE PLANTER STRIP, AND A 5-FOOT WIDE CEMENT CONCRETE SIDEWALK ALONG ME NORM PRDYroE DOCUMENTANON ACCEPTABLE TO VR: CITY OF KENT THAT B/E SONOX. CROSSNGS HAW BEEN REWEMED AND APPROVED BY THE SIDE OF THE STREET. AT LEAST M-FEET OF OT MIX ASPHALT (NMA) PAVEMENT AT NE M'RRSECRON OF SOUTHEAST J04N STREET WM AUBURN SCHOOL DISTRICT AO KING COUNTY ODES. 124M AVENUE SOURIEAST FOR A WNIOM LEFT TURN POCKET LENGRI OF AT LEAST 200-FEET, PLUS ME OPENNG AND MMSfTANI AREAS FOR THE LEFT TURN POCKET AND PAVEMENT TAPERS IN ADD/RON TO THE PAVEMENT WDENNG REQUIRED FOR THE EASTBOUND LEFT TURN LINE TIE REMAINING STREET FRONTAGE ALONG SOUTHEAST J N STREET WILL BE PROIDED WIN A MINIMUM PAVEMENT (3) (4) ROTE: AN APPWM9 WMARDIM WILL BE REQUIRED AT THE EAST END OF MIS NEW PUBLIC STREET UNLESS OMERMSE REQUIRED BY THE KENT AO AUBURN DEPARTMENTS OF WBUC OWS AM KENT FIRE MARSHAL WM CONSENSUS FROM KING COUNTY. H. STREET IMPROVEMENT PLANS FOR WE NEW PUBLIC RESIDENTIAL COLLECTOR STREET CONNECTING 124M AENUE SOUTHEAST TO 118M AVENUE SOUTHEAST (ROAD A). THE STREET IMPROVEMENT PLANS FOR ROAD A SHALL BE DESTINED IN CONFORMANCE TO THE REQUIREMENTS FOR A RESIDENTIAL COLLECTOR SMELT AS REQUIRED BY TIE ON OF KENT. ALL NEW AND IMPROVED NTERSCTIOVS STALL MEET ENTERING SGUT DISTANCE R£OINREMENIS PER KING COUNTY, AUBURN ANTI KENT ROAD STANDARDS (1) COMBINED WRITCAL CURBS & GUTTERS A 5-FOOT MOLE PLANING STRIP CONSTRUCTED BETWEEN TE BACK OF CURB AO THE FRONT OF TEE SIDEWALK, AO MEN 5-FOOT NDE CEMENT COMMEM SDEWALKS ALONG ROM SIDES OF THE STREET. (2) A MINIMUM OF 36-FEET OF ASPHALT PAVEMENT, MEASURED FROM FACE OF CURB TO FAX OF CURB. (3) A SHEET UGIHBNG SYSTEM DESIGNED AND CONSRUCTED TO WE CITY OF KENT STANDARDS OAS STREET UGHTNG SYSTEM FULL BE OIM'ED AND MAINTAINED BY PUVET SOUND ENERGY, AND THE HOME OWNERS ASSOCIATION (IWA) CREATED FOR MIS DEVELOPMENT (4) A PUBLIC STORM WATT DRAINAGE SYSIEAO INCLUDING PROVISIONS FOR CO LECTOR, CONWYANM DETENTLW, AO TREATMENT FAC&IBES (5) CLAW RETURN RADII OF 30-FEET AT PUBLIC STREET /NMRI CTONS OF WE RESOFNTA COIECTdi STREET, AND COMMERCIAL DRIVEWAY APPROACHES TO TEE PRIVATE STREET /NIFRSECiKNS DESIGNED TO ACCOMMOUAR A JO-FOOT INSIDE TURNING RADIUS UNLESS OTHERMSE DETERMINED BY ME DEPARTMENT OF PUBLIC ROWS IN COMA/NCDOM NN FINE PREWNROM. (6) STREET TREES INSTALLED WWN THE 5-FOOT AIDE AS MEASURED FROM THE BAG( OF CURB, PLANING STRIPS MESS STREET TREES FULL W LOCATED AS APPWWO BY TINE PUBLIC WORKS DEPARTMENT AO PLMMNG SERVICES AND THE S TIES SHALL BE SELECTED FROM NE APPWWO STREET MEE UST CONTAINED WWN ON OF KENT OEWLOPMENi ASSISTANCE BROCHURE 1/4, CITY OF KENT STREET TREES ANY LANDSCAPE ISLANDS STALL BE PUNTED PURSUANT TO SLCRON 1507 OF ME KENT ON CODE. H. STREET IMPROVEMENT PLANS FOR TE NEW PUBLIC RESDENRAL STREET (ROAD B) CONNECTING SWIHEAST 288M SMELT TO WE RES/OENBAL COLLECTOR STREET (MAD A). THE STREET IMPROVEMENT PUNS FOR ROAD B SHALL BE DESIGNED IN CONFORMANCE TO WE REQUN%EN7S FOR A RESJENBAL STREET AS REQUIRED BY THE CITY OF KENT. ALL NEW AND IMPMWD INTERSECTIONS SHALL MEET ENTERING SIGHT DISTANCE REQUIREMENTS PER KNG COUNTY AND KENT ROAD STANDARDS (i) COMBINED MTHCAL CURBS & GURERSP A 5-FOOT MOLE PLANRW STRIP CONSTRUCTED BETWEEN TIME BACK OF O NIF AM THE FRONT OF ME SDEWALK, AM THEN 5-FOOT WOE CEMENT CONCRETE SIDEWALKS ALONG WM ROES OF NE STREET. (2) A MINIMUM OF M FEET OF ASPHALT PAWMENT, MEASURED FROM FAX OF CURB TO FAX OF CURB, WHERE PARKING N ON ONE SIDE OF THE STREET. AM M FEET MERE PARKING IS ON BOTH SIDES OF ME STREET. (3) A STREET LIGHTING SYSTEM DESIGNED AND CONSTRUCTED TO BE ON OF )ENT STANDARDS THIS STREET UG/TNC SYSTEM NIL BE OWNED AND MAINTAINED BY PUFFY SWIM ENERGY AND TIE HOME OWNERS ASSOCIATION (HOA) CREATED FOR THIS DEVELOPMENT. (4) AAPUBLIC STORM WATER DRAINAGE SYSTEM, INCLUDING PROWSRNS FOR CGLECTM,, CONWYANCC DETENTION, AND TREATMENT (5) CURB RETURN RADII OF JO-FEET AT PUBLIC STREET INTERSECTIONS OF WE RESIOENRAL STREET,. AND COMMERCIAL ORLWWAY APPMAQH TO THE PRIVATE STREET INMRSECRONS DESIGNED TO ACCOMMODATE A 30-FOOT INSIDE TURNING RADIUS, UNLESS OTIERWSE DETERMINED BY Vk DEPARTMENT OF PUBLIC WORKS IN CONANCTIW WN FIRE PRVWV710N. (6) STREET TREES INSTALLED WHIN WE 5-FOOT WOE: AS MEASURED FROM THE SAM OF CURB, PLANBO SNIPS THESE STREET TREES MOLL BE LOCATED AS APPROVED BY ME PUBLIC WWKS DEPARTMENT AM PLANNING SERVICES AM THE SPEOES SHALL BE ELECTED FROM NE APPROVED STREET NEE LIST CONTAINED WHIN CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE 114, CITY OF RENT STREET TREES ANY LANDSCAPE ISLANDS SMALL W PUNTED MRSUANT M SECTION M07 OF THE KENT ON CODE. 1 STREET IMPROVEMENT PLANS FOR ALL OF THE NEW PRIVATE RESIDENTIAL STREET$ CONSMIICM9 WN/N THE RESOENVAL SUBGVTSON / PUO INCLUDING ALONG TIME SOUM SIDE DU TRACT V AND THE NORM SIDE OF TRACT W WE STREET MPROWWNT PLANS FOR THESE STREETS SMALL Y DEMAIM IN CONFORMANCE TO THE REQUREUMN FOR PUBLIC RESIDENTIAL STREETS AS R£QUNED BY RIME ON OF KM T CONSTRUCTION STANDARDS ON OF KENT DEVELOPMENT ASSISTANCE BROO/URE 16.Z PRIVATE AM PUBLIC SHEET IMPWWMENIS AM ON OF RENT DEW[.0 WMEMT ASSSTANCE BROCHURE jW A STREET IMPROVEMENT PLANS FOR A 22-FOOT MINAMW TO M-FOOT WDE MAXIMUM STREET. ALL NEW AND NPROWO INTERSECTIONS SNAIL MEET ENTERING SIGHT DISTANCE REQUIREMENTS PER KENT WAD STANDARDS ME DEPARTMENT OF PUBIC WORKS PLACING SERVICES AM WE ON FIRE MARSHAL HAW REVISED WE STREET STANDARDS OF ME WD ORDINANCE TO READ AS FOLLOWS FOR MIS DEVELOPMENT (7) COMBINED VERTICAL CURBS & GUTTERS A 5-FOOT MU£ PLANING STRIP CONSTRUCTED BETWEEN B/E BALK OF CURB AM THE FRONT OF NE SIDEWALK, AND MEN 5-FOOT WOE CEMENT CO OT= SIDEWALKS ALONG ROM SIDES OF TFIE STREET. (2) A MINIMUM OF P2-= OF HOT MIX ASPHALT (HMA) PAVEMENT, AS MEASURED FROM FACE OF WRRC4L CURB TO FAX OF WRRCAL OUR%, IF PARKING /S NOT PROVIDED ON EIMER SIDE OF ME STREET, EXCEPT WHERE ME ON FIRE MARSHAL REQUIRES ADDITIONAL PAWNENT WOW FOR EMERGENCY ORACLE ACRES% ORE LANE MARKNGS SHALL BE PROVIDED ALONG WM SIDES OF THESE PRIVATE STREETS AS APPROWD BY TIE FIRE MARSHAL A MINIMUM OF 32-FEET OF HMA PAWMNT AS MEASURED FROM FAX OF WRBCA CURB TO FAX OF W I?WAL GINA WHERE PARKING MLL BE PERM LIME) ALONG BON SIDES OF WE STREET. (3) ME HORIZONTAL AM WRVCAL ALIGNMENT OF THESE PRIVATE SMEEIS SHALL CONFORM TO ME MIN/NUN REQUIREMENTS FOR A RESDENBAL STREET AS COMENRY ADOPTED BY ME ON OF KENT UNLESS ONERWSE APPROVED BY ME KENT PUBLIC WOWS DEPARTMENT. TIE MINIMUM CURD REURN RAMS FOR ALL PRIVATE STREETS MLL BE JO-FEET IN ORDER TO ACCO IMODAR EMERGENCY MWQE ACCESS (4) A STREET LIMBAIG SYSTEM DESIGNED AND 0.WSTRUCTED TO THE CITY OF )ENT STANDARDS MAT WLL BE OWNED AM MONTANED BY PUGET SOUM ENEMYO HOME AWE OWNERS ASSCCTABON CREA JET FOR WS DEVELOPMENT FULL BE REQURED TO PAY FOR THE ELECTRICALEM BILLS FOR TICS !IGNITING SYST. (NiOA) (5) A STORM WATER DRAINAGE SYSTEM CONNECTED TO WE NEW PUBLIC SYSTEM, INCLUDING PROOSDUS FOR MAINTENANCE EASEMENT% COLLECTION, CONWYANCE O 710N, AND TREATMENT FACLITES. (6) COMMERCIAL CEMENT CONCRETE DIBWWAY APPWAQNES LtlNFOPM/W TO STANDARD DETAIL 6-5(B) RILL BE NSTALLED AT ME INTERSECTION OF ALL OF ME PRVAM STREETS WM RHE PUBLIC STREETS UNLESS OMERNSE APPROVED BY ME KENT PUBLIC WORKS DEPARTMENT AND KENT FIRE MARSHAL AM A 45-FOOT RADIUS TO ME FAX OF CURD FOR EACH PERMANENT CM -DE -SAC WM ME INTERVAL PRVAM STREET NTERSECTTOVS MAY USE S7AMAW OUW RETURNS PROVIDING ADA COMPUANT RAMPS ARE INSTALLED PER APPLICABLE STANDARDS AT EAOR MNMRSECWN OF WE PRIVATE STREETS (7) STREET ME£S INSTALLED WTHIN 5-FOOT WOE PLANTING STRIPS; AS MEASURED FROM THE BACK OF CURB. THEY STREET MESS MU. BE LOCATED AS APPWWO BY ME PUBLIC WORKS DEPARTMENT, AND THE SPECIES SHALL BE SELECTED FROM THE APPROVED STREET TREE UST CONTAINED WTBN CITY OF KENT DEYELO?NENT ASSISTANCE BROCHURE ARA CITY OF KENT STREET TREES. ANY LANDSCAPE ISLANDS SHALL BE PLANTED PURSUANT M SECTION 1507 OF ME KENT ON CODE. K. STREET IMPROVEMENT PLANS FOR ALL OF NE NEW PRHVAM ALLEY$ CONSTRUCTED WTHIN ME RESIDENTIAL SNBOIWSOM / PUD. VE STREET /MPROM ENT PUNS FOR THESE ALLEYS STALL BE DESIGNED IN CONFORMANCE TO BE REQUIREMIENTS FOR A PUBLIC ALLEY AS RE0UIRED BY ON OF KENT CONSTRUCTION STANDARDS CITY OF KENT DEVELOPMENT ASSISTANCE BROGIURE 1&Z PRIVATE AND PUBLIC STREET IMPROVEMENT; AND CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE 06.4 STREET IMPROVEMENT PLANS FOR AN ALLEY EASEMENT 20 FEET WDE WM A WMUM 18-FOOT-MDE PAWO O SRFAM ME DEPARTMENT OF PUBLIC WORKS PLANNING SERWOES AND BE CITY FIRE MARSHAL HAW REVISED NE STREET STANDARDS OF ME PUT) ORDINANCE TO READ AS FOLLOMS FOR THIS DEEMD T. (1) EXCEPT MWIM NE d FME MARSH F NOT AW &REQU(HAW) RES ) PA AAODMBONAL PA WMENT FOR EMERENCYAS MEASURED FROM EDGE OF AWWHIQE TD�� QU PA1klVENT, (2) AYk STORM WATER DRAWL[ DSYSTEM ACON CONNECTED TO FNSCUPUBLIC SYSTEM, INCLUDING POWSIWS FOR MAINTENANCE EASEMENTS LECRnES (3) WE HORZWTAL AND WRRCAL ALIGNMENT OF THESE PRIVATE ALLEYS SHALL CONFORM TO WE MINIMUM REQUIREMENTS FOR A PUBLIC RESDENRA STREET UNLESS ODIERIV E APPWWD BY ME KENT WBUC WORKS DEPARTMENT. (4) COMMERCIAL CEMENT CWC EM OMWIVAY APPMACHES CONFORMING TO STANDARD DETAIL 6-5(8) WILL BE NSTAUED AT ME INTERSECTION OF ALL OF ME PRIVATE ALIEN UNLESS OWERWSE APPROVED BY ME MIT TIRE MARSHAL AND KENT PUBLIC WORKS DEPARTMENT. (5) UNLESS REMOPE9 ECB £SEMM C SIGNS INS ALED MLCH CEARAPPROMM BY M ON FIRE LA Y DESGLAR: VIES PRVALL AUEYS SMALL HAWPERMANENT STREETS AS ITV LANES MERE NO PAWING WLL BE PERMITTED. (6) THES FiRµCT IN IRIS NOT REQUIRED ALONG PRIVATE ALLEYS BUT STREET LIGHTS ALONG OTHER PRIVATE STREETS MILL CLEARLY LIGHT UNLESS O7N£RW1SE APPROVED BY THE KENT PUBLIC WORKS AND PARKS & COMMUNITY SERVICES DEPARTMENTS AND PLAMNG SERVICES DIVSON, ADDITIONAL TRAIL CON ROWS SMALL BE ADDED M THE PROPOSED MAL NETWORK, INCLUDING CONNECTING TRACT SS DIRECTLY NORM TO THE THRGLCH PUBUC WAD AND DIRECTLY SOUTH TO TRACT QO CONNECTING TRACT DO BNTNGH TRACT GO SOUTH TO FUTURE DEVELOPMENT TRACT =,,' AN ADITWAL CONNECTION FROM THE EASTERN LOOP OF THE MAIL N TRACT A TO TRACT O: CONNECTING WE TRAIL WITHIN ME S 2BBTH STREET RIGHT OF WAY THRDUGH TRACT C TO TRACT O AW CONNECTING NE TRAIL NNIN THE S 2BBM STREET RIGHT A WAY NEST M MEET THE SIDEWALKS WITHIN PUBLIC ROAD B. TIE MAIL LTW WTHIN THE S 2MM STREET TIGHT OF WAY MAY COEXIST WIN ME SIDEWALK IMPROW MENT FOR EMS RIGHT OF WAY. PEDESTRIAN NAILS WRIN WOMB BUFFERS SNAIL BE 6 FEET IN WDTI, PLACED IN THE DUMB NALF OF ME BUFFER, CONSTRUCTED OF POROUS PAVEMENT, AND MEET ADA STANDARDS UNLESS 07NERWSE APPROWD BY TIE KENT DEPARTMENTS OF PUBLC WORKS AND PARKS It COAIMUMTY SERVICE% AO PUNNING SERVICES DIVISION. PEDESTRIAN WALKWAYS AND MAILS AROUND ME REI AND AREAS SHALL BE PRIVATELY ONNED, OPERATED AND MAINTAINED BY THE HOME OWNERS ASSOCIATIOP, WHERE SUCH FACILITIES EXIST, THEY SMALL BE DENOTED ON TE FACE OF THE RECORDED PLAT. M. PEDESTRIAN WALKWAY IMPROVEMENT PUNS COVSSTENT NM THE PWVSDUS OF 1' OF THIS SECTION TO CONNECT TO BIE RIGHT OF WAY OF SE 192ND STREET ADJACENT M TE MM MOUNTAIN MAILS SUBDIWNW.. N. STREET UGHBW PUNS FOR ALL ABUTTING PUBLIC STREETS AND INTERNAL PRIVATE STRYTS MEETING THE MINIMUM REQUIREMENTS OF ME ON OF KENT. NOTE: WAIL£ BlE STREET LIGHTING PLANS WLL BE REVERED AND APPWWO BY THE ON OF KENT DEPARTMENT OF WBUC WORKS, AND WAIL MEET WE CITY OF KENTS ILLUM/NA BON CRITERIA STREET LIGHTING APPURTENANCES MILL COMPLY WIN AUSURNS STREET L/GNTO STANDARDS BECAUSE MIS DEWLOTWENT IS ENTIRELY WHIN TIE POONRA AOEXATOM AREA (PM) FOR THE CITY OF AUBURN. 0. BREAKAWAY MNLWX OWSMRS AT LOCH BONS AND PER STANDARDS APPROWD BY THE UNITED STATES POSWASIER AND TIE PUBLIC WM.KS DEPARTMENT P. ROADWAY MOMS; TURNING RADII, TURNAROUND$ SGNAGE AND FIRE LAW MARKINGS ACCEPTABLE TO VIE KENT ME DEPARTMENT AS WELL AS ADDIDWAL ACCESS PONDS FOR TRACTS 00 AND S REDUCTION OF BE 707AL NUMBER OF HOMES SERWD BY NOSE TRACTS TO M OR LESS, AND RESDENVAL SPRIN)LERING EMERSAICY ACCESS ROADS SHALL W DESIGNED AS APPROWD BY TE )ENT FIRE MARSHAL AO KENT PUBLIC WORKS DEPARTMENT. 4 THE FAX OF ME FINAL PLAT WILL CLEARLY IDENTIFY ALL PRIVATE STREETS TRIM A NOTE MAT TREY ARE FOR RIF BENEFIT OF WE RESIDENTS OF NE WWANA PRELIMINARY PLAT/PUD. ME FAX OF ME FINAL PLAT ROLL ALSO SPECIFY MAT TIME MANTENANCE OF ALL PRIVATE STREETS IS THE SOLE RESPONSBLUfY OF WE HOMEOWNERS ASSOGATON SERWO BY MOSE PRIVATE STREETS S DIRECT W VCMAR AGk3% 70 AND FROM LOTS HAVING FRONTAGE ALONG 124M A WNUE SOUTHEAST AND TINE NEW PUBLIC RESDENBAL COLLECTOR STREETS IS PROHIBITED, AND TIE FAX OF THE RN& PUT WILL CARRY THE FO .OMNG RESMIClI M DIRECT WHICIRAR ACCESS TO AND FWM L0N HAVING FRONTAGE ALONG 124M AWNUW SOUTHEAST AND ME RESDENRAL COLECTTM STREETS (ROAD A) /S PROIBLRO. ACCESS FOR NE SE LOTS AS R£SNICRD TO NOW PRIVATE STREETS AO ALLEYS SHOWN ON ME FAX OF RE FNA PUT. & ENE PIPELINE 5 WATER MAIN EASEMENT$ EASEMENTS TO TIE BENEFIT OF 7HE CITY OF KENT FOR A 24 WQI WATER UNE FROM ME PIPE/WE M WE CO,LNERARON FAOUFK,, AND BE COGENERATION MACT OWNED BY THE CITY OF KENT ALL SHALL BE SHOWN ON WE FAX 7. TIE DIMMER / SUBDIVIDER SMALL D® ALL PUBLIC RIGNTS-OF-WAY, AND OTHERWISE CONVEY ALL PRIVATE AO PUBLIC EARUENTS NECESSARY FOR THE CLIVSTWCTKW AND MAINTENANCE OF THE REQUIRED PUBLIC AND PRIVATE IMPROVEMENTS NECESSARY FOR MIS WWWSON DEVELOPMENT. 8. THE OWNER / SUBDIVIDER SHALL SUBMIT FOR APPROVAL A DETAILED RREE PLAN. MEETING ME REQUIREMENTS OF WE KENT ZONING COME, AND ON OF KENT DEVELOPMENT ASSISTANCE BROCMRRE 13, DETAILED TREE PUNS PRIOR TO ME ISSUANCE OF ANY FNAL ENGINEERING PLAN APPROVAL FOR THE SUBDIWSON. El SENS177W AREA / EASEMENTS DEDICARON OF A SENSDW AREA / EASEMENT CONVEYS TO TTTE PUBLIC A BENEFICIAL NTEREST IN TH£ LANO WHIN W TRACT. TM$ INTEREST INCLUDES 7T6: PRESERVATION OF NARW WGE7A BON FOR ALL PURPOSES MAT BENEFIT TIME PUBLIC HEALTH, SAFETY AND NEFARE INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SOP£ STASEfN,, VISUAL AND AURAL BUFFERING AM PROTECTION OF WATER QUALITY, PLANT ECOLOGY AND MLDUIF HABITAT. ME SENSiTW AREA / EASEMENT IMPOSES UPON ALL PRESENT AM FUTURE OWNERS AND OCCUPIERS OF ME LAND SIB,ECT TO BlE EASEMENT BIE OBLIGATION, ENFORCEABLE ON BEHALF OF WE PUBLIC BY BE ON OF KENT AND IN SUCCESSORS TO L£AW UNDISTURBED ALL TREES AND ONAM WGETATION WNW THE TRACT. ME WGFTARON WT/IN THE MACT MAY NOT BE CUT, PRUNED, COWRED BY FILL REMOVED OR DAMAGED WMQUT APPROVAL /N IWWRNG FROM THE ON BF KENT AND ITS SVCCESSYAPS ME COMMON BOUNDARY BETWEEN BE EASEMENT AO BE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OMERWSE FLAGGED TO ME SATISFACTION OF TIE CITY OF KENT PRIOR TO ANY CEARNG GRADING BU&DNG CONSTRUCTION OR OMER DEVELOPMENT ACTIVITY. THE REQUIRED MARKING OR RIGGING SHALL REMAIN IN PUCE UNM ALL DEVELOPMENT ACRVIVES IN WE WONIN OF VE SENSTIW AREA TRACT ARE COMPLETED NO BUDDING FOVWAVWS STRUCTURES OR WSMUCTKNS (INCLUDING, BUT NOT LIMITED TO DECKS OUTBUNONGS AM OWF?NAMS) ARE ALLOWED WTHIN 15 FEET OF WE SENSRW AREA EASEMENT 9OUWARY, UNLESS OWERNSE APPROVED BY THE CITY. ME CITY OF KENT RESERWS NE TIGHT TO INSTALL PUBLIC UNDERGROUND UTUTES WWN MIS SENSVW AREA TRACT, AM 70 ENTER AND PERFORM DRAINAGE SYSTEM MAINTENANCE; BUT IS REQUIRED TO RESTORE OR ENHANCE THE SENSRW AREAS DISTUR6ED UPON ME COMPLETION OF DIE UNDERGROUND CONSTMCHW, AND/OR DRAINAGE SYSTEM MAINTENANCE. 10 ME OWNER /WWWDER SHAD PWYIC£ BIE DEPARTMENT OF PUBLIC WORKS WN A COPY OF AN APPROVED HYDRAULIC PRO.ECT APPROVAL (WAA OR A MITTEN WAIVER MEREFROM ISSUED BY BE WASHINGTON STATE DEPARTMENT OF FTSN AND GAME PRIOR M APPROVAL OF WE RNA ENGINEERING PUNS CONTACT WE WASINGTON STATE DEPARTMENT OF FISH AND GAME AT (425) 648-7015 FOR ADDHRONAL NFORMARW 11. PRIOR TD RELEASE OF ANY CONSTRUCTION BONDS; AM PROR TO ME APPROVAL OF ANY BOLDING PERM/M WRNN THE SUBJECT SUBD/WSON, HIE DEPARTMENT OF PUBLIC WORKS MUST RECE/W AM APPMW AS -BOLT DRAWNGS MEEBNG THE REW/REMEMS OF ME CITY OF KENT CONSTRUCTION STANDARDS AM ON OF KENT DEELOPVMT ASSISTANCE BROCHURE AW-1, AS-BULD DRANNGS, FOR: SMEEM STREET LIGHTING SYSTEM; WATER; SEWER, STORM WATER DRAINAGE FACILITIES; AND ALL OFF -SR NPROWMENTS WHERE WE LOCATIONS AM/OR ELEVADONS ARE DEEMED MIRCAL BY TIE DEPARTMENT OF PUBLIC WORKS 12 WE APPLICANT STALL ESTABLISH A HOME OWNERS ASSOCIATION (MCA) FOR MIS DEVELOPMENT. MAT DOCUMENT SHALL BE REWENEO AND APPROWD BY THE CITY OF KENT THE DOCUMENT SMALL EXPRESS WE MOA RESPONSIBILITY FOR THE MAINTENANCE OF PRIVATE STREET% PRIVATE STREET LIGHTING PRIVATE WALKWAYS AM NMS; PRIVATE RELREARCN SPACES PRIVATE STORM WATER FAWBES; AM 13 ME APPLICANT SHALL SUBMIT TO THE CITY OF KENT FOR REVIEW AM APPROVAL AM OBTAIN APPROPRIATE PERMITS TO RELOCATE OR DEMOLISH BE EXISTING STRUCTURE ON THE SITE 14. ME APPLICANT SHALL PROVIDE DOCUMENTATION ACCEPTABLE TO TIE CITY MAT TACOMA WATER HAS REWEMED AM APPROVED PUNS FOR CONSTRUCTION OVER. UNDER. ALONG AND ACROSS THEIR WATER MANSIAMSON UNE EASEMENT. ME FAX OF THE FINAL PUT SHALL NOTE MAT TIE APPLICANT AND HOME BONERS ASSOCIATION SHALL RECONSTRUCT ANY IMPROVEMENTS NS7ALLED AS PART GP TICS PUT MAT MAY BE DAMAGED BY TACOMA WATERS MANTENANCE OF /M WATER LINES M ME FAX OF ME FINAL PUT STALL CLEARLY DELINEATE THE ENTIRE COMMON OPEN SPACE REWIRED BY KENT ON CODE WHIN WE URBAN SEPARATOR -DESIGNATED AREA OF ENE PROPERTY. 1& MERE XMRAMINED FEASIBLE BY ME KENT PUDIC WORKS DEPARTMENT TIE APPLICANT STALL UTILIZE LOW IMPACT DEVELOPMENT TEOIMQUES IN CONSTRUCTION OF WE PRO.ECT, INCLUDING BUT NOT UNITED W RAINWATER CO LECTOM SYSTEMS POROUS PAWNG ON SDEWALKS AM MAN$ AM BIOREMNTW AREAS WM CURO CUTS N PLANTING STRIPS ALONG ROADWAYS 17 SERWCES SS ADA SITE-llBSCUR/NC) A GO00 PORTION OF MACT T AS AN OF -LEASE AREA FOR DOGS RELOC4WG MAIL IN MACT V TO 0340 D WN SNUB ITEM, ADDING A B£NGN NEXT TO THE TENNIS COURT, PWVGNG AN ADA-ACCESSIBLE PICNIC TABLE AM R SIOERNG VIE BERM IMPACTS ON WSB&ITY IN TRACT A- PLACING A BENCH OR PCNIC TABLE NEAR BE RTNESS MARKER IN TRACT B; COMSMRIO SWNGS IN MACT N,, ADDING ANOTIER PICNIC TABLE, GRILL AND COVERED SMELTER IN TRACT K,, ENLARGING MACT Y LF CONSDERNG BASKETS FOR FRISBEE CDIF. AM PROVIDING OKE RACKS AT ALL RECREAVON TRACTS TB, ME OWNER STALL PROWDE A STREET STUB -OUT TO TIE SO/WREST PROPERTY BOUNDARY AS DEPICTED /N ME PROdDT PUNS DATED .ENE B, 2005 (EXHIBIT JA OW ESS OMERWSE APPROVED BY THE PUBLIC WORKS DEPARTMENT AM VE RRE DEPARTMENT. C PRIOR TO THE ISSUANCE OF A BUWNG PERMIT ON ANY LOT W THIS SUBDIWSION THE APPLICANT SHAUL 1. RECORD WE PUT 1. CONSTRUCT ALL OF ME IMPROVEMENTS REQUIRED W SECTION A. AWW, AM WE MONS ISSUED NOVEMBER 10, 2005 AND/OR PAY THE RESPEGRW FEES-IN-L&D-W CONSMUCRW INCLUDING ANY MRGARDN (EMA OR LMF) CIMAMES. 3 CONSTRUCT ALL WETLAND, STREAM AM PUFFER MITIGATION AM INSTALL ALL REQUIRED WLDUFE PASSABLE FENCES UNLESS 07HERNSE APPROVED BY TIE ENWONMENTA ENGINEERING SECTION OF VE KENT PUBLIC WORKS DEPARTMENT 4. REMfW APPROVAL OF ME REQUIRED AS -BOLT DRANNGS FOR SMEET, STREET LIGHM4 WATER M" AND STDPM WAVE MANAGMENT FACLNES AS DEEMED APPROPRAM BY TIE KENT DEPARTMENT OF PUBLIC WORKS S PAY ME AUBURN SOI00L DISTRICT SCHOOL IMPACT FEE FOR MAT LOT. & SHOW COMPLIANCE WM ME PARKING REQUIREMENTS OF KOO 1SOB,400 FOR ME ENTIRE PRDECT. l PROVIDE PEDESTRIAN WALKWAY$ CONNECTING RESIDENCES TO PUBLIC WALKWAYS AND STREETS B, PWWOE TO THE CITY FOR REVIEW AND APPROVAL AN OVERALL OEELOPMENT PLAN SMWNC A GWRED BUILDING DESIGN CONCEPT, WHICH GIMPLIES WIN FWD REGULATIONS. DAM THIS 15M DAY OF FEBRUARY 2" THEODORE PAIL HUNTER HEARING EXAMINER 02007 TRIAD TRIAD AS SOC ATE6 HE grkland WA9WJLWRB a2 42.M.Ml "Ma1 m. eooAm.oTse Wi rcaa wx.metleauc.am AMQVVB development 40 VIRI'DANA 2 Q O cc W a 4) Lw J • p h ` W 1W�11, Q O cc m zz J 2 Y LL Q ti Q MENEM m 3 3 3 7 3 N U C gill lxgg� WY E LEES A... PE PROJECT MANAGER R06FRT E. WA4/$ PUS PROJECT SURVEYOR MY E. LEW$ . .., PE PROJECT ENGINEER .ETERYL COI. ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: 60WH_MIA M.: NIA LEWI O•`� p WABge y� 0 is e _O 8D9 0 ALL l 41-/Z /D STAIR NOT SAW UNLESS 9GIW D AND DAM JOB NO. O ,,0nw SHEET NO. 21TF 76 FROM GE07ECHNICAL REPORT BY GOLD£R ASSOCIATES DATED DEC. 2003. Al GENERAL 771E ON -SITE SOILS ARE MOISTURE SENSITIVE AND CAN BECOME SOFT AND UNWORKABLE WHEN WET. THE NATURAL MOISTURE CONTENT OF 774E SOILS IS OVER OPTIMUM FOR COMPACTION. PLEASE REFER TO SECTION 24.1 FOR A DESCRIPTIOU OF THE SOIL UN17S AND THE RESULTS OF THE LABORATORY 7E57ING. COPIES OF THE LABORATORY TESTS ARE INCLUDED /N APPENDIX C AND D OF 771E GEOTECHNICAL REPORT. WE RECOMMEND THAT THE MAJOR GRADING AND FOUNDATION WORK BE PERFORMED IN THE DRIEST SUMMER MON774S TO MINIMIZE DRAINAGE AND SUBGRADE DEGRADATION PROBLEMS TO OPTIMIZE THE USE OF THE ON -SITE SOIL FOR FILL. WET WEATHER CONSTRUCTION WILL ADD CONSIDERABLE COST AND EXTEND THE CONSTRUCTION SCHEDULE. IT WILL REQUIRE CONSIDERABLE OFF -SITE GRANULAR BORROW FOR FILLS AND/OR ADMIXTURES TO AID IN THE USE OF WET SOILS FOR STRUCTURAL FILL, OFF-517E DISPOSAL OF WET EXCAVATED SOILS, AND EXTENSIVE USE OF OFF -SITE QUARRY SPALLS TO MAINTAIN ACCESS ROADS 4.2 SITE PREPARATION/GRADING SITE PREPARATION SHOULD INCLUDE REMOVAL OF ALL EXISTING STRUCTURES UTILITIES VEGETATION, ROOT MASS ORGANIC SOILS AND ANY OTHER DELETERIOUS MATERIALS FROM BUILDING AND PAVING AREAS OR 7710SE LOCATIONS WHERE STRUCTURAL FILL IS TO BE PLACED. SUCH MATERIALS SHOULD BE WASTED FROM THE SITE OR UTILIZED AS LANDSCAPING FILL. WE ES77MA7E 714E TOPSOIL DEPTHS COULD GENERALLY RANGE FROM 0 TO 2 FEET ALTHOUGH AREAS OF DEEPER TOPSOIL AND/OR PEAT MAY BE PRESENT LOCALLY ACROSS THE SITE AREAS OF DEEPER ORGANICS SUCH AS WHERE TREE ROOT BALLS AND STUMPS AND POORLY DRAINED AREAS ARE PRESENT, SHOULD BE ANTICIPATED. THESE DEEP ORGANICS, IF PRESENT WITHIN AREAS TO BE DEVELOPED, SHOULD LIKEWISE BE REMOVED BY EXCAVATION AND BACKFILLED WITH STRUCTURAL FILL AS OUTLINED IN SECTION 4.8 OF THIS REPORT. IF CLEARING AND STRIPPING EFFORTS ARE NOT ACCOMPLISHED DURING OR AFTER PERIODS OF DRY WEATHER DURING THE SUMMER MONTHS MUCH GREATER DEPTHS OF SOIL REMOVAL CAN BE EXPECTED IN ANY NET OR SATURATED AREAS PRESENT ACROSS THE SITE. STRIPPING SHOULD ALSO INCLUDE REMOVAL OF ANY UNCONTROLLED FILL AND UNDERLYING ORGANICS AND TOPSOIL. SUBGRADES TO RECEIVE STRUCTURAL FILL, BUILDING FOUNDATIONS OR PAVEMENT, SHOULD BE CLEARED TO EXPOSE UNDISTURBED NATIVE BEARING SOILS PRIOR TO PLACING FILL AND PREPARING BUILDING AND PAVEMENT SUBGRADES WE RECOMMEND PROOF ROLLING ALL EXPOSED AREAS TO DETERMINE /F ANY SOFT AND YIELDING AREAS ARE PRESENT. IF ANY SOFT AREAS ARE OBSERVED, THESE AREAS SHOULD BE EITHER REMOVED AND REPLACED WITH STRUCTURAL FILL OR DRIED BACK AND RECOMPAC7E0. ALL PA VEM£NTS SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95X OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AS7M 01557) WITHIN 3 FEET OF SUBGRADE. BELOW 3 FELT OF SUBGRADE COMPACTION OF 90% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AS7M D-1557) IS ACCEPTABLE UNLESS 07HERWiSE STATED BY LOCAL MUNICIPALITIES 43 TEMPORARY EXCAVATION SLOPES SAFE TEMPORARY EXCAVATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND DEPEND ON THE ACTUAL SITE CONDITIONS AT THE TIME OF CONSTRUCTION. TEMPORARY CUTS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD COMPLY WITH APPLICABLE OSHA AND WISHA STANDARDS WE RECOMMEND THAT TEMPORARY CUT SLOPES BE £XCA VATED NO STEEPER THAN 114: IV (45 DEGREES). IF SEEPAGE OR A WEAK SOIL LAYER IS OBSERVED IN THE CUT A FLATTER SLOPE WILL BE REQUIRED. CUT SLOPES EXPOSED FOR ANY LENGTH OF TIME, PARTICULARLY DURING WET WEATHER, SHOULD BE COVERED WITH WSQUEEN TO MAINTAIN STABILITY AND MINIMIZE EROSION. 4.4 PERMANENT SLOPES PERMANENT CUT SLOPES SHOULD BE 2H: 1V OR FLATTER. PERMANENT FILL SLOPES SHOULD BE 2H: 1V OR FLATTER. FOR LANDSCAPING AND EROSION PROTECTION, FLATTER SLOPES ON THE ORDER OF 25H: 1V TO JH: IV WILL TYPICALLY VEGETATE FASTER, PERFORM BETTER, AND HAVE LESS EROSION MAINTENANCE, PARTICULARLY DURING 774E FIRST HINTER. 4.5 EROSION CONTROL EROSION CONTROL FOR 774E SI7E WILL INCLUDE 771E BEST MANAGEMENT PRACTICES (BMPS) INCORPORATED IN THE CIVIL DESIGN DRAWINGS AND MAY INCORPORATE THE FOLLOWING RECOMMENDATIONS - LIMIT EXPOSED CUT SLOPE$ - USE SILT FENCES STRAW, AND TEMPORARY SEDIMENTATION PONDS TO COLLECT AND HOLD ERODED MATERIAL ON SITE. - SEEDING OR PLANTING VEGETATION ON EXPOSED AREAS WHERE WORK IS COMPLETED AND NO BUILDING ARE PROPOSED, AND - RETAINING EXISTING VEGETATION TO THE GREATEST POSSIBLE EXTENT. 4.6 C0NS7RUC7ION DRAINAGE EVEN DURING DRY WEATHER, WE RECOMMEND THAT 577E DRAINAGE MEASURES BE INCORPORATED INTO THE PROJECT CONSTRUCTION. CONSTRUCTION OF DE7EN7101V PONDS FIRST, E77HER TEMPORARY OR PERMANENT, IS RECOMMENDED AS THESE CAN BE USED FOR STORMWATER AND SILT TRAPS DURING CONSTRUCTION OF THE UP -SLOPE PORTIONS OF THE SITE SURFACE RUNOFF CAN BE CONTROLLED DURING CONS77?UC77ON BY CAREFUL GRADING PRACTICES TYPICALLY, THESE INCLUDE CONSTRUCTION OF SHALLOW UPGRADE PERIMETER DITCHES OR LOW EARTHEN BERMS AND THE USE OF TEMPORARY SUMPS TO COLLECT RUNOFF AND PREVENT WATER FROM DAMAGING SLOPES AND EXPOSED SUBGRADES ALL COLLECTED WATER SHOULD BE DIRECTED, UNDER CONTROL, TO A POSITIVE AND PERMANENT DISCHARGE SYSTEM SUCH AS THE STORM DE7EN7101N POND OR VAULT. THE SITE HILL NEED TO BE GRADED AT ALL TIMES TO FACILITATE DRAINAGE AND MINIMIZE 714E POIND/NG OF WA 7ER. PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 4.7 USE OF ON-97E SOILS BASED ON THE SOILS ENCOUNTERED IN OUR TEST PITS THE NON -ORGANIC NATIVE ABLA PON TILL, TILL, RECESSIONAL OUTWASH AND RECESSIONAL LACUSTR/NE SOILS MAY BE SUITABLE FOR USE AS STRUCTURAL FILL, PROVIDED THEY ARE PROPERLY MOISTURE CONDITIONED TO NEAR THE OPTIMUM MOISTURE CONTENT. SINCE THE SOILS ARE OVER THE OPTIMUM FOR COMPACTION 714E CONTRACTOR WILL LIKELY HAVE TO AIR DRY THE SOILS OR USE SOIL ADMIXTURES SUCH AS KILN DUST, FLY ASH, OR CEMENT TO ACHIEVE SOIL DRYING AND COMPACTION. IF UTILITY INSTALLATION AND SITE GRADING /S PERFORMED DURING THE WET SEASON, IMPORTED GRANULAR FILL MA7ER/AL MIGHT BE REQUIRED FOR UTILITY TRENCH BACKFlLL, ROAD SUBGRADE, AND ANY OTHER STRUCTURAL FILL PERCENT FINES (THAT PORTION OF THE SOIL 774AT PASSES THE 1200 SIEVE). OTHER FILL MATERIALS MAY BE USED WITH APPROVAL OF THE ENGINEER. ALTERNATIVELY, WET ON SI7E SOIL FREE OF ORGANICS COULD BE ADMIXED WITH CEMENT, CEMENT KILN DUST (CKD), OR 07HER AMENDMENTS THAT WOULD ALLOW FOR THE SOIL TO BE COMPACTED TO A FIRM AND UNYIELDING CONDITION. MAXIMUM LIFT THICKNESS- - ON -SITE NATIVE GLACIAL SOILS (12 INCHES LOOSE) - IMPORTED GRANULAR FILL (12 INCHES LOOSE) MINIMUM COMPACTION REQUIREMENTS - BENEATH BUILDING FOUNDATIONS AND FLOORS- THE FILL SHOULD BE COMPACTED TO AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. THE STRUCTURAL FILL BENEATH FOOTINGS SHOULD AT A MINIMUM EXTEND LATERALLY AT IH: 1V SLOPE PROJECTED DOWNN AND AWAY FROM THE BOTTOM FOOTING EDGE. - SENEA 7H ROADWAYS AND PAVEMEN IS- THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST BOX OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL, EXCEPT WITHIN THREE FEET OF SUBGRADE ELEVATION, WHERE THE FILL SHOULD BE COMPACTED TO AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. - UTILITY TRENCH BACKFILL- THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST 9OX OF THE AS7M D1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL, EXCEPT IN PAVED AND STRUCTURAL AREAS WHERE THE MATERIAL SHOULD BE COMPACTED 70 AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. - NON-STRUCTURAL/LANDSCAPED AREAS- FIRMLY COMPACTED. SUITABLE TO COMPACT GRANULAR FILLS THIN FILLS 4.9 UTILITIES MAINTAINING SAFE UTILITY EXCAVATIONS IS THE RESPONSIBILITY OF THE UTILITY CONTRACTOR. CONVENTIONAL EXCAVATION EQUIPMENT CAN BE USED TO EXCAVATE THE SOILS ALTHOUGH THE UNWEA 7HERED TILL IS VERY DENSE AND MAY REQUIRE A SUBSTANTIAL EFFORT TO EXCAVATE THE UTILITY TRENCHES SHOULD BE BACKFILLED AS N07ED IN THE FILL PLACEMENT SECTION (SECRON 4.8) OF THE GE07ECHNICAL REPORT. BASED ON THE SUBSURFACE CONDITIONS OBSERVED IN OUR TEST PITS, WE ANTICIPATE THAT DEEPER UTILITY EXCAVATIONS WILL LIKELY ENCOUNTER SOME SIGNIFICANT GROUND WATER SEEPAGE DURING THE EXCAVATION WORK. 4.10 CONSTRUCTION MONITORING WE RECOMMEND THAT CRITICAL SITE CONSTRUCTION ELEMENTS BE OBSERVED AND DOCUMENTED BY A QUALIFIED GE07ECHNICAL CONSULTANT THESE INCLUDE: CONFTRMING SUITABLE SUBGRADE SOILS FOR BUILDING FOUNDATIONS, FLOOR SLABS AND PAVEMENT AREAS COMPACTION OF STRUCTURAL FILLS UTILITY TRENCH BACKFlLL COMPACTION UNDER PAVEMENTS AND ANY ENGINEERED RETAINING STRUCTURE SUBGRADE AND FILL. GEOMUNICAL DESIGN RECOMMENDA77ONS FOR PONDS AND B6 FILL MATERIAL FILL SHALL BE PLACED IN 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MODIFIED PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON -PLASTIC FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MA7ERIAL. WERE FILL /S TO BE PLACED ON SLOPES 774E FILL SHOULD BE KEYED INTO NATIVE SOIL. CONTAINMENT: THE EMBANKMENT FOR PONDS A AND B DOES NOT NEED TO BE KEYED INTO THE GROUND 70 PREVENT SEEPAGE ALONG 774E CONTACT OF THE CUT AND FILL OPERATIONS. SOIL LINER FOR POND B: THE SOIL LINER FOR POND B SHOULD BE A MINIMUM OF 5-FEET THICK PERPENDICULAR TO THE POND EMBANKMENT SLOPES THE LINER SHOULD BE EXTENDED HORIZONTALLY INTO 774E BOTTOM OF 774E POND AN ADDITIONAL 5-FEET FROM THE UPSTREAM TOE OF 771E EMBANKMENT WITH A THICKNESS OF 18-INCHES. FILL FOR THE LINER SHOULD BE PLACED /N 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MODIFIED PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON -PLASTIC FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MATERIAL. CN-SITE GLACIAL DLL EXCAVATED FROM THE OTHER AREAS AT THE VERDANA SITE, MAY BE SUITABLE MATERIAL FOR THE POND LINER PROVIDED THE SOIL CAN BE PROPERLY MOISTURE CONDITIONED AND COMPACTED. (SEE DETAIL. SHEET 10) GEOTECNNICAL DESIGN RECOMMENDADONS FOR PONDS A AND B• (CONTD) E4R7HWORK SEQUENCING THE CONTRACTOR SHOULD BE REQUIRED TO SUBMIT THE PROPOSED CONSTRUCTION SEQUENCE IN WRITING PRIOR TO STARTING MAJOR EAR771WORK DIV 771E POND. IN GENERAL, CUTS SHOULD BE STARTED ON THE HIGH SIDE AND WORKED DOWNSLOPE IN SHALLOW CUTS MAKING DEEP CUTS IN 774E TOE AREAS OF ANY CUT SLOPES PRIOR TO REMOVING THE UPSLOPE SOILS COULD RESULT IN SLOPE FAILURES. ALL F7LLS PLACED ON SLOPES SHOULD BE PLACED IN HORIZONTAL LIFTS DEW 7ERW&% DEWA7ERWG OF THE LOOSE SAND LAYER /S REQUIRED PRIOR TO THE START OF CONSTRUCTION FOR POND B. WE RECOMMEND THAT THE DEWATERING SYSTEM CONSIST OF VACUUM KELL POINTS SPACED NO GREATER THAN 12-FEET ON CENTER. 714E WELLS SHOULD BE DRILLED TO ELEVATION 376 OR 2-FEET INTO THE IMPERMEABLE TILL LAYER WHICH EVER IS LESS THE WELL SCREEN, SAND PACK AND THE CENTER TO CENTER DISTANCES OF THE WELL POINTS SHOULD BE DESIGNED BY THE DEWA7ERING CONTRACTOR BASED DIV THE CONDITIONS ENCOUNTERED DURING CONSTRUCTION. THE LOCATIONS OF THE WELL POINTS SHOULD BE DETERMINED IN THE FIELD TO MINIMIZE CONSTRUCTION IMPACTS. DURING DEVELOPMENT OF THE WELLS, A HOLDING TANK MAY BE REWIRED TO ALLOW SETTLING OF SUSPENDED SOLIDS PRIOR TO DISCHARGE THE WELL POINTS SHOULD BE DEVELOPED AND RUN CONTINUOUSLY THROUGHOUT THE CONS7RUC7701V OF POND B. SUBGRADE PROTECTION AND PREPARATION: SUBGRADES TO RECEIVE S7RUC7URAL FILL SHOULD CONSIST OF MEDIUM DENSE TO DENSE NA BVE GLACIAL SOILS THAT ARE FREE OF LOOSE, ORGANIC OR DELETERIOUS MA 7ER/ALS THE NA RV£ SUBGRADE, MAY BE DISTURBED UNDER THE INFLUENCE OF CONS7RUC77ON EQUIPMENT. SEEPAGE AND THE ELEMENTS. PARTICULARLY DURING WET WEATHER, AN UPPER 12 TO 18-INCHES OF DISTURBED SOILS MAY DEVELOP. THE CON7RACTOR IS RESPONSIBLE FOR SUBGRADE PROTECTION. USE OF SOIL DRYING ADMIXES AND/OR GEO-7EX77LES COMBINED NTH CONSTRUCTION DEWATERING AND DRY W£A774ER CONSTRUCTION WILL REDUCE THESE PROBLEMS FILLS IN IMPOUNDMENT AREA: ALL FILL PLACED IN THE IMPOUNDMENT AREA SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY AS7M D-155Z SOIL DRYING ADMIXING OF NATIK FILL MATERIALS MAY BE REQUIRED UNLESS AIR -DRYING IS EFFECTIVE. FILLS USED FOR THE EMBANKMENT SHOULD CONTAIN ADEQUATE FINES AS DISCUSSED IN SECTION 6 OF THE POND B REPORT PREPARED BY COLDER ASSOCIATES COMPACTED EXCAVATED TILL FROM 07HER AREAS OF 774E VERDANA SITE MAYBE SUITABLE FOR THE FINE GRAINED FILL PROVIDED THEY CAN BE PROPERLY MOISTURE CONDITIONED AND COMPACTED. CONSTRUCTION MONITORING AN EXPERIENCED GEOTECHNICAL FIELD ENGINEER SHOULD MONITOR CRITICAL ASPECTS OF THE PROJECT. PIPE TRENCH BACKFlLL: TRENCH BACKFlLL OVER PIPES AND ENCASEMEN7S SHALL BE STRUCTURAL FILL. FILL SHALL BE COMPACTED TO AT LEAST 95X OF MAXIMUM DRY DENSITY AS DETERMINED BY AS7M D-1557 EMERGENCY SPILLWAY THE EMERGENCY SPILLWAY AND OUTFALL PIPES FOR PONDS A AND B SHOULD BE ARMORED WIN ROCK TO PREVENT EROSION. THE ROCK SHOULD HAVE GRADATION SUCH THAT 100 PERCENT PASSES THE 8-INCH SIEVE, 40 70 60 PERCENT PASSES THE J-INCH SIEVE, AND LESS 774AN 10 PERCENT PASSING THE i-INCH SIEVE THE ROCK LA YER PLACED /N THE SPILLWAY AND BENEATH THE OU7FALL PIPES SHOULD BE AT LEAST 1-FOOT THICK. 774E ROCK PROTECTION FOR OUTFALL PIPES SHOULD HAVE A WIDTH EQUAL TO THE DIAMETER OF THE OUTFALL PIPE PLUS 6-FEET, A LENGTH OF B-FEET OR 4 TIMES 774E DIAMETER OF THE OUTFALL PIPE WTI/CH EVER IS GREATER, AND SHOULD EXTEND TO A HEIGHT OF 1-FOOT ABOVE THE GROWN OF 774E PIPE. GE07ECHNICAL DESIGN RECOMMENDATIONS FOR POND Q FILL MATERIAL GRADA ION: FILL SHALL BE PLACED /N 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MOD/FIFO PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON -PLASTIC FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MA7ER/AL WHERE FILL IS TO BE PLACED ON SLOPES THE FILL SHOULD BE KEYED INTO NATIVE SOIL EMBANKMENT THE EMBANKMENT FOR POND C SHALL BE KEYED INTO THE GROUND TO PREVENT SEEPAGE ALONG THE CONTACT OF EXISTING GRADE AND EMBANKMENT FILL. REF- PLAN SHEET 12 DETAILS. EARTHWORK SEQUENCING; - THE CONTRACTOR SHOULD BE REQUIRED 70 SUBMIT THE PROPOSED CONSTRUCTION SEQUENCE IN WRITING PRIOR TO STARTING MAJOR EARTHWORK ON THE POND. IN GENERAL, CUTS SHOULD BE STARTED ON THE HIGH SIDE AND WORKED DOWNSLOPE IN SHALLOW CUTS. MAKING DEEP CUTS /N THE TOE AREAS OF ANY CUT SLOPES PRIOR TO REMOVING THE UPSLOPE SOILS COULD RESULT IN SLOPE FAILURES. ALL FILLS PLACED ON SLOPES SHOULD BE PLACED IN HORIZONTAL LIFTS AND BE KEYED INTO EXISTING SOILS SUBGRADE PROTECTION AND PREPARATION: SUBGRADES TO RECEIVE STRUCTURAL FILL SHOULD CONSIST OF MEDIUM DENSE TO DENSE NATIVE GLACIAL SOILS 771AT ARE FREE OF LOOSE, ORGAN/G OR DELETERIOUS MA 7ERIALS THE NATIVE SUBGRADE, MAY BECOME DISTURBED UNDER THE INFLUENCE OF CONSTRUCTION EQUIPMENT, SEEPAGE AND THE ELEMENTS /F THE NATIVE SUBGRADE BECOMES SATURATED A 12 TO 18-INCH LAYER OF DISTURBED SOIL MAY DEVELOP UNDER CONSTRUCTION TRAFFIC. USE OF SOIL DRYING ADMIXES AND/OR GEO-7EX77LES COMBINED NTH CONSTRUCTION DEWATERING AND DRY WEATHER CONSTRUCTION WILL REDUCE THESE PROBLEMS THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PR07EC7101V. GEOT£CHNICAL DESIGN RECOMMENDATIONS FOR POND C (CONTDT FILLS PLACEMENT IN IMPOUNDMENT AREA: ALL FILL PLACED /N THE IMPOUNDMENT AREA SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-155Z SOIL DRYING ADMIXING OF NA 77W FILL MATERIALS MAY BE NEEDED UNLESS AIR -DRYING /S EFFECTIVE. FILLS USED FOR 774E EMBANKMENT SHOULD CONTAIN ADEQUA7E FINES AS DISCUSSED IN SECTION 6. NATIVE TILLS FROM OTHER AREAS OF THE VERDANA SI7E MAY BE SUITABLE FOR 771E FINE GRAINED FILL PROVIDED 774EY CAN BE PROPERLY MOISTURE COIVD/TIONED AND COMPACTED. CONSTRUCTION MONITORNG AN EXPERIENCED GEOTECHN/CAL FIELD ENGINEER SHOULD MONITOR OR171CAL ASPECTS OF THE PROJECT. IRIS INCLUDES FILL PLACEMENT, SUBGRADE PREPARATION, AND TOE DRAIN INSTALLA770N. PIPE TRENCH BACKFlLL: TRENCH BACKFlLL OVER PIPES AND ENCASEMENTS SHALL BE STRUCTURAL FILL. FILL SHALL BE COMPACTED TO AT LEAST 95X OF MAXIMUM DRY DENSITY AS DETERMINED BY AS774 D-155Z VERDANA POND C DAM SAFETY RECOMMENDATIONS 1. PIPE OUTFALL A. THE OU7FALL PIPES FOR POND C SHOULD BE ARMORED W 7 H GABION BASKETS TO PREVENT EROSION, AT THE DISCHARGE POINT. B. THE OUTLET PIPE NEEDS AN AIR VENT, AT LEAST 2 INCHES IN DIAMETER, TO REDUCE 771E POTENTIAL FOR FLOW AND PRESSURE SURGES THE AIR VENT ELEVATION SHALL BE i-FOOT ABOVE THE POND BERM ELEVATION. C. THE OUTLET PIPE SHOULD BE ENCASED IN REINFORCED CONCRETE WITHIN THE FOOTPRINT OF THE DAM. THE CONCRETE ENCASEMENT MAY BE 7ERMINA TED WHEN 774E SOIL COVER OVER 774E PIPE BECOMES LESS THAN ON£ FOOT THICK. ADDITIONAL GUIDANCE FOR CONCRETE ENCASEMENT IS AVAILABLE FROM THE DAM SAFETY NEB 517E (SEE PIPE TRENCH BACKFlLL RECOMMENDATIONS THIS SHEET) D. OVERFLOW SPILLWAY (48-INCH DIAMETER MANHOLE W/ BIRDCAGE). REF: PLAN SHEET NO. 11 OF 771E ROAD AND UTILITY PLAN SET. SEE ALSO DAM SAFETY GUIDELINES PART IV 4-1 TO 4-20, TABLE 4 ON PAGE 4-9. WAIDANA POND C DAM SAFETY RECOMMENDATIONS (LYANT'OI J. CUTOFF TRENCH: THE CU70FF TRENCH SHALL BE APPROXIMATELY 2 FEET DEEP AND 8 FEET WIDE. THE FINAL DEPTH OF THE CUTOFF TRENCH SHALL BE DETERMINED DURING CONSTRUCTION TO ALLOW FOR CHANGES /F PERMEABLE SOILS ARE ENCOUNTERED. THE CUTOFF TRENCH SHALL BE BACKFXLED WITH FINE GRAINED FILL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS A BLANKET DRAIN SHALL BE INSTALLED 8" THICK AND 10' DEEP FROM THE TOE OF THE SLOPE. THE BLANKET DRAIN SHOULD CONSIST OF A MATERIAL CONFORMING TO WSDOT STANDARD SPECIFICATION 9.0J.13(1). 4. TOE DRAIN: 771E DRAIN PIPE AT THE TOE -DRAIN SHALL CONSIST OF A 4-INCH PERFORATED PIPE CONFORMING TO WSDOT 9.052(6). 70 PREVENT CLOGGING OF THE DRAIN PIPE. IT /S RECOMMENDED THAT THE PIPE BE BEDDED IWTH A 4-INCH LAYER OF GRAVEL CONFORMING TO WSDOT STANDARD SPECIFICA77ON 9.03. 12(4). 774E BEDDING MATERIAL SHOULD BE ENCASED BY A MIRAFI 15ON NON -WOVEN GEOTEX77LE. THE PIPE SHALL DAWON T AT A LOW, WS/BL£ LOCATION AND SHALL BE MARKED TO FACILITATE INSPECTION. SEE DETAIL SHEET 13A. THE TRENCH SHALL BE 2-FOOT WIDE BY 2-FOOT THICK. 5. BLANKET DRAIN: A BLANKET DRAIN SHALL BE INSTALLED 8' THICK AND 10' DEEP FROM THE TOE OF THE SLOPE. THE BLANKET DRAIN SHOULD CONSIST OF A MATERIAL CONFORMING TO WSDOT STANDARD SPECIFICATION 9.031J(1). SH: TV GR PUTTER 2. EMERGENCY SPILLWAY (OPEN CHANNEL). REF.' PLAN FACERA+TERAT Wppp cOMPACTw IN:W SHEETS NO. 11. 12, 13 OF THE ROAD AND UTILITY PLANS �STRUCTUR&HILL SEE ALSO DAM SAFETY GUIDELINES, PART IV, PAGES 4-21 GE MD REINFORCEMENT TO 4-26 IPERDE91pNl A. THE TRAPEZOIDAL SHAPE OF THE SPILLWAY CHANNEL AND 2H: IV 01 - &WDCHIMNEYDRNN THE TOP WIDTH OF 714E LINING SHOULD BE CONTINUED FROM (PER DESIGHI E DESIGN) C THE CONTROL SECTION AT THE DAM CREST DOWN THE FACE FUTTPR OU THE DAM BEYOND THE TO£, TO CONTROL TI4E WATER UNBL IT IS COMPLETELY OFF THE FILLED EMBANKMENT. GEOTEYRLE PRIER FAawc B THE EMERGENCY OVERFLOW SPILLWAY CHANNEL ON 774E DOWNS7REAM FACE OF THE DAM SHOULD BE LINED NTH SAIND DRMNAOE BLANKET GASIONS RATHER THAN LOOSE RIPRAP OR QUARRY SPALLS GEOGRID LENGTH FLOW VELOCITIES DOWN THE STEEP SLOPE COULD APPROACH VARIES WNH wcATION 5 TO 6 FT/SEC. FOR FLOWS THIS HIGH ON A SLOPE THIS EMSEDMEOW FOUNDATION pwvry PER CEXIGN OUTLET TO STORM REWER STEEP, A LOOSE RIPRAP LINING WOULD NOT BE STABLE. PER ROCKERY FACING DAM SAFETY GUIDELINES PART IV, TABLE 2 ON PAGE 4-25, A GABION MATTRESS LINING 6 INCHES THICK WOULD BE ABLE ULLY-REINFORCED ROCKERY ITYP.1 TO WTHSTAND FLOW VELOCITIES IN THE RANGE EXPECTED. / ' \ ISEE DESIGN BY GOL �R) C THE DAMS EMERGENCY OVERFLOW SPILLWAY SHALL BE ARMORED WITH A LAYER OF 6 INCH GABION BASKETS 714E GABIONS SHOULD BE FILLED W 774 ROCK WITH GRADATION SUCH 714AT 100 PERCENT PASSES THE 6 INCH SIEVE, 50 2H: IV OR PERCENT PASSES THE 4 INCH SIEVE AND LESS THAN 5 HIATIER PERCENT OF THE MA7ER/AL PASSES THE 1 INCH SIEVE u,MAz D. THE O MUST UNDERLAIN BY A FILTER FACE BATTER AT IHM T1 L FROM ER FABRIC TO PROTECT THE UNDERLYING SOIL FROM EROSIVE IC P FLOWS THAT COULD BE THROUGH THE RCESS DuuwPElAY COVER ALL FILTER FABRIC MUST COVER ALL EXPOSED SOIL SURFACES OaAINAGEurEa ADJACENT TO THE GABIONS BOTH VERTICAL AND HORIZONTAL HHIaHIGN SURFACES pwlpry DwsETO VT.=RrowsE E. THE DOWNSTREAM END OF THE GABIONS KILL NEED AN SH: TV OR UNDSTURSED. MINT Guar EDR ANCHOR TO SUPPORT THE GABIONS ON THE STEEP SLOPE FFA'TER AND AN APRON TO PREVENT SCOUR AND EROSION AT THE ANCHOR. THE ANCHOR IS A LINE OF GABION BASKETS AT FOUNDATIONDMN LEAST 18 INCHES DEEP ALONG 714E DOWNSTREAM TOE OF 774E IX,,� OUTLET TO STORM SE R SLOPE AND EXTENDING THE ENTIRE WIDTH OF THE SPILLWAY MIN_ ROCKSIZE PER DESIGN CHANNEL THE APRON IS A GABION MATTRESS AT LEAST 6 NATIVE CUT ROCKERY ITYP.1 INCHES THICK EXTENDING BEYOND THE TOE OF THE SLOPE AT 7 IBM DESIGN BY OOLDERT LEAST 6 FEET ONTO NATURAL GROUND. THE BASKETS SHALL _ •p+m X•MX BE UNDERLAIN BY MIRAFI 15ON NON -WOVEN ON BOTH HORIZONTAL AND VERTICAL SURFACES A 6 INCH LAYER OF FREE DRAINING SAND CONFORM/NG TO WSDOT 9-03.13. rAu MXCroV mom F. A LINE OF CABION BASKETS AT LEAST 18 INCHES DEEP CONMACTGR MUST WSFA RAXAVC ON '.. SHOULD ALSO BE PROVIDED ALONG THE TOP OF 774E pRCAaI N MlplT SPILLWAY CHANNEL SLOPE (AT THE CHANGE /N SLOPE FROM CONTROL SECTION TO OUTLET CHANNEL) TO SERVE AS AN EROSION CUT-OFF WALL AND ALSO AS AN ADDITIONAL ANCHOR FOR THE GABION LINING THIS FEATURE SHOULD EXTEND THE ENTIRE TOP WIDTH OF THE SPILLWAY, INCLUDING THE SIDE SLOPES OF THE CONTROL SECTION. AS NOTED ou ARmaP,uL pRAINSPN_Ea ABOVE THIS FEATURE MUST BE UNDERLAIN BY FILTER FACE SATTER AT R.KV FABRIC ON BOTH VERTICAL AND HORIZONTAL SURFACES G ALL POND PIPES (POND C) SHALL BE ENCASED PER DETAIL, 4-MAX. COMPACTEDSTRUCTURUFlu SHEET 13A, AND PER PLAN, SHEET T1. aH: IVOR (REPLACE LOOSE NAJTVr=WIL FLITTER WRH COMPACTED RTWCNRK PULL) H. AS AN ALTERNATIVE CONSIDERING THE POSSIBILITY OF NEGATIVE PRESSURES TO OCCUR WITHIN THE OUTLET PIPE, FW�DAToN DRAIN USE CONCRETE PIPE. A REINFORCED CONCRETE CRADLE lff MIN. BENEATH THE CONCRETE PIPE WOULD SUFFICE IN LIEU OF A FULL ENCASEMENT (SEE PIPE TRENCH BACKFlLL MIN. ROMSIZEPERDMGN RECOMMENDATIONS THIS SHEET). UNAEINFORCED FILL L ALL POND PIPES (POND C) DOWNSTREAM OF 774E FILTER ROCNERY ITYP.) DIAPHRAGM SHALL HAVE A FADEOUT SEE SHEET 3 (SEE DESIGN BY GOLDERI � 13A FOR THE LEAD -OUT DRAIN AND DETAIL AND SPECIFICATIONS � 02007 TRIAD /ASTsoc�l AT zs 1211 HE wni.na.WAOWS Nn 426A21.SNS 425.SST.Ml Te. �Am.STaemli rca. .av�.mm I ARRO V V Dt'1I development 40 VIRI'DANA co Z J U Z W O Lu zz J MENEM 02 a gg 3 m a e a yp Bp � oma�oos _s ROY E (£XIS A. P£ PROJECT WANAGER RO&9!T E. WA4/$ PLS PROJECT SURVEYOR MY E. LEW$ .R., PE PROJECT ENGINEER . RY L CDK ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCM9: MM-'MIA M.:N/A LEWI WABge y� is ro e _O BeeTONAL l 41-/Z /D STAMP NOT VALID INL,ESS SIGN® AND DAM JOB NO. O N,0nw SHEET NO. 2A OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 118TH - 1E A VE E i INT 25+39.65 118All SE i g INT 15+5470 118TN A 68 I = 29+90.18 SE 296M PL 12 _— ..-. — 4- _ , 00 00 FIRE A 0 �T--��.�— �J 118TH AVE SE 23 Y IL,JVz4f 21ST 20 LLLEY 274 =J15. .1 A W I V W w W W I W W � W W I W W LY W W ffI W � �W W SCALE: 1" = 100' 0 so 100 200 FRONTAGE IMPROVEMENTS FOP 124TH AVENUE SE, 118TH AVENUE S& SE' 304TH STREET AND SE 288TH STREET ARE !Rj!9" SHONN ON A SEPARA IE PLAN SET SUBMITTED TO KING �� CIXJNTY_ O (SEE SHEET I FOR UX /TXN 1211 HE IGdand WA99094&929 428A21.8448 425.8l fax eo0.40e0rss roll free ARRO VV iJL""11 development 40 M Q 2 cc 2 y Q 3 11Q W Z , h Q U M 4 � o ZLu W C9 Cc Q W ti Okl � Y Q Q E3�i l �s a e o o oo di ROY E (£XIS A. P£ PROJECT MANAGER RO&9lT E ll PLS PROJECT SURVEYOR MY E. I WM .R., PE PROJECT ENGINEER . RY L IXI.Y, A&A PROJECT WNISCAPE ARCBTTECT FIRST SUBMITTAL RATE: 7128106 SCALE: BXXH.o Y-100' M.:NIA AS -CONSTRUCTED e. LEwle -1 04 WAS r m 99 sBlpIs ryAL � E 6` �/l STAND NOT VAIN UNJAtRB SIGN® ANTI DAM JOB NO. 0 ,, 0 n w SHEET NO. 3OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. m 4LE: 1" = 100' 100 M FRONTAGE IMPROVEMENTS FOR 1247H AVENUE SE, 1187H AVENUE S& SE 3047H STREET AND SE 2887H STREET ARE SHONE ON A SEPARATE PLAN SET SUffill TO KING COUNTY. /TSN MWllllllllllel 1211 HE 10dand WA9MJLMYB 14USMI.BN8 42Es2r.3481 fax eoa.a08,0756 roll free YARROVJW development 40 VI R,I'DANA Ml 2 Q cc J J � p O Q � h ` W j C^ �Lu V O cc m zz J E3�i l �s �e o o oo �<1�449G14a444a RCY E (£X1S A.., P£ PROJECT MANAGER RO T E. MA PLS PROJECT SURVEYOR MY E. ( M$ . .., PE PROJECT ENCNEER ,AT£RYL CD,Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCAM ROEHa Y-100' M.:NIA WA WABge y� 0 is 8 _O Bee 0 ALL ~ /D STAIR NOT VAIN TmJsss StcN® eNn neY» 02007 TRIAD JOB NO. 0 ,, 0w n HIM NO. 4OP 76 ar zap Sa IJ i i AS -CONSTRUCTED PLANS PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. CB 3-SM Y.5 J-52A tt� Cfi J-54 CB J-51 ( CB 3-50 CB 4-6 J-4 t � CB 3-49 I� � - --_-._ J-4 SMH el i- 30P 1ON£R EASEMENT L C NQR� 5O4jg61 IE i i n — _ i s•` � a3?TLNC3'a ' :., X�t ♦ 4YJ-6�, ��l ® .. ®l .............................................. FUTURE SSMHS 413-74 AND 413-75 CONTINUE TO EX. LIFT STA77ON - --Js, /— 1 ( 60 cB- a2-6 WT-61 TRACT S (! I v I w wl w wl w w w W w I w w w W SE 9996 H PL CONSTRUCTION, AND HEIGHT LIMNS FOR LIGHTS UNDER BPA LINE AND WITHIN EASEMENT SHALL MEET BPA REQUIREMENT£ LIGHT POLE LOCATION PER PLAN. 5t LIGHT POLE REQUIREMENTS (POLE HEIGHT AND UGHT TYPE) PER CITY OF KENT. FRONTAGE IMPROVEMENTS FOR 124TH AVENUE SE, 1187H AVENUE S& SE J04TH STREET AND SE 2887H STREET ARE SHOWN DN A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. CAUTION LOCATION OF EVS77NG U77U77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 7HE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING W17H CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TNO FULL BUSINESS DAYS BEFORE BEGINNING EXCAYA77ON WHERE ANY UNDERGROUND U77LI77ES MAYBE LOCA7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS /TA SaWllllllllllel XD 1211 HE IOdand WA99l 426A21.6XIE 42E091.3401 fax eoa.a08,0756 roll free I ARRO Y Y ll[ u development 40 Leo o o o eo n a We WY E (£XIS A.., P£ PROJECT MANAGER RO&9!T E. W = PLS PROJECT SURVEYOR MY E. (£M$ . .., PE PROJECT ENCDM .AT£RYL CO.Y. All PROJECT UNDSCAPB ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCAU: MM-Y—IDO' Villoo A AS -CONSTRUCTED C LEWIB -1 04 WAS r ro 00 sOlpryAL � E 6` ell/2VZ9 STAID NOT VAUD UNIESS SIGN® AND DATED JOB NO. 03-094 SHEET NO 50F 76 02007 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 8 e SCALE:1"= 1DO' 0 50 100 2 q caun01V LOCA7701V OF EA7S7ING U77LI77ES SHOMN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCARON OF U77URES PRIOR 70 PROCEEDING W17H CONS7RUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DA YS BEFORE BEGINNING EXC4VA77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. ARRO VV iJL""11 development 40 E Q 4 ti O i zz J Leo o o o eo n a WY E (£XIS A... P£ PROJECT MANAGER RO&9!T E. W = PLS PROJECT SURVEYOR MY E. ( ff$ . .., PE PROJECT ENGINEER .AT£RYL IXI.Y, All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: mm--Y-100' m.: NIA e. L WA 4 O4 BBj is ro e _O 009 0 ALL l 41-/Z /D STAID' NOT VAUD UNLESS SIGN® ANR DAM 02007 TRIAD JOB NO. O ,, 0 n w SHEET NO. 6OF 76 (SEE 255 PER CITY OF KENT SM, DWG. 6-7 Qk 2-B9 16+0200, 1225"RT INT 16+I579 SE: I+0200 121ST 30' ACCESS, EASMENT PI REc 1810113 I 4. 41 z N O' SCALE: 10 = 40 0 20 40 WO - = 2+1215 A W W t I 256 W III � • I I I I I 257, 1 a ACROSS 24 WATER EASEMEN USE HOPE BLOCKING - I� JD' WA - 1 EASEML ________ � 4 _ 1 _ni t SE HOIN PE N000 IT D \ \. 258 \\ 268 ryAN K:TFYI.i/lN�,;:l?JIN:/.ICI RAMP O CITY OF\ 7 �T 57 W.KENi Sro W. 6-7 (TIP) 267 y 266 LT 286 285 262 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. SE 2887H STREET /MPROVEWEWS R 47 12+16.12. BEGIN /4' LANE. END B 49 15+6I.94, 11.00' RT Bmm 1400' LT POROUS ASPHALT WALK. BEGIN (EDGE OF ASPHALT CB g252 TYPE I CURB, CUTTER, AND WALK (14' BEGIN M' RADIUS RETURN EB) TOP 441.01 12" IE 437.55 CUP (W) LEFT). BEGIN THICKENED END MICKENED EOCE VEMENTS 12" IE 437.53 CUP N£)) EDGE (IV RIGHT). BEGIN 35' END fl' LANE WHIT: MIN. NEW /1•lE 4J7.55 SE) Z RADIUS CURB RETURN NTAGE (MATCH EX. DRIVEWAY) B W 15+9/.90. 40.54' RT S) EX. 1J" WATER MAIN (DEAD) DAttIIAIT ROOF GRAIN DISCHARGE NIJHIN B 48 /3+14.12 IA00' Lr (EDGE OF ASPHALT)CS RETURN12" 8242 TYPE l TOP 441.60REMWILAND ANCEMENT D © END CURB RETURNS (MATCH EXISTNG) /E a39OB CMPFl(51 AND EN PLANnNGSA CITY OF KENT III a{ SEE CURB DETAILS SHEET 41FUrvRE w �. -- - -- --- �2Y72- J. -- �rr ,I, ,U ,I, W 1 \� SL�I /-- / — — — — ---- ---- EX. SlL r FENCE CB 288- 11 P£ -se• — — — �� • pD % — FALL PR0W TYP ` CB 2 ,W W CB 2-99 � RprMITB INLET �'w ��`• 1121, � � • J C8 2-98 7 (CM.. sttw.) AI ' � 12.39' LT (CiR. GRA 1E1 _-12 s 7T i 297 293 313 10' PUBLIC +6200, 12.25 r WATER, OR U` AND PRI VA IF _ 0 314 DRAINAGE EA 292 � £XIS C GROUND = � CW R TlP J+B6.00, r2 s r 291 315 E 316 CAPRON NHEEL W CHAIRR IP 2-83 . PER DE TA� S4r`ET 42 + 269 r 290 CONTO �ATYP X�e , lNT I0+9 . 110TH WAY 317 / 316 268 , ILLUMMAT ER `319 () �- • 320 .J PytS%16 .. 343 \ 284 / 322 \ 323 \ �� 324 PC = 9+72.69 325 216 ko 327 328 329 I 12.J5' LT (cM: STLw.) _ 1325' LT (CM GRA TE) 9+2500, 11.25 LT CS 2-104 TOP M218 ! 10+0500, 12.25 LT 330 12" lE 43 p �4 I% INS -fM ELBOW PE /TRIAD 00 E iano.d, wAeemaeea 425.621.84/W 416,BRtdlq In �A�.NEWq�hs �rA �nel.e�. 1L- RROVV 17ti1 40 VERDANA ZI - 15' RIV17E ROOF e IS.I EASEMENT 1 � 30' WA PER f EASEME 1 TtAC ORI WAY ON (', i PER C S DWG J-004 e Y 1 FACILIT EASEM NT 2 � T , REG NO. 200 401001 54 w a Q 7 EX, 24''WA IERMAINQ v 2 \\ J 1254' RT ( STCR.) 1239' RT ( CRATE) , 299 300 If 301; 302 312 .\ 311 i 345 ._ O J COIJT R TYP �� �- 1Q� / ' PK'LOT 342 uGRBRi�nNO 6• S M DRAINA cxoNi 353 �� TYP ce 1-1 V 354 340 /� ( C9 1-9 B+90.OQ 12.25 8+50. 1325 LTA I 355 _ 1tt I - i BNISH GRADE CONTOUR TYPTro \ 356 BCs12.25 LT k E 338 ;'P 357 EXISTNG GRWND B CONTOUR TW 358 337 ` RESIDENTIAL DRIVEWAYS PER CITY OF ALL CATCH BASINS SHALL BE TYPE i WALLS ADJACENT TO WETLANDS SHALL BE KENT STDS. UNLESS OTHERWISE SPECIFIED. OUTSIDE 15' BSBL NO CONSTRUCTION IS ALLOWED IN KING COUNTY RIGHT-OF-WAY W17HOUT A PERMIT FROM THE COUNTY. STORM DRAINAGE MAIN /N ROADS SHALL LOT DRAINS TO BE 6' ADS N-12 OR EQUAL. 18' MIN COVER OVER ROOF DOWNSPOUT BE PVC SDR 35, RIBBED. INSTALL CLEAN -OUTS AT DIRECTIONAL AALL PROTECTION M!EtD.EOiy'LTECTIO NOSE p�NO E. LINES CHANGES AND PER PUN. INSTALL ROOF CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERVICE AS ROCKERIES OVER 30-INCHES IN HEIGHT FOR ALL GRA 7ES TO BE VANED GRATES POSSIBLE. MAINTAIN 18' MIN COVER OVER FALL PROTECTION. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDATION DRAINS UNLESS OTHERWISE NOTED. PIPES ADJACENT 70 ROADWAYS. USE WOOD FENCING SHALL BE SEPARA7E. DRAINS MAY BE FOR REMAINDER. PRESSURE TREATED WOOD COMBINED AT LOT CLEANOUT JUST SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH 70 ROAD PROVIDE CLEANOUTS AT ALL DIRECTIONAL ROCKERIES AND ROCKERY DRAINS PER PLANS TO PREVENT WATER PONDING. CATCH BASIN SYSTEM. BENDS, TYR OF ALL PIPE SYSTEMS PREPARED BY GOLDER ASSOCIATES, INC. FENCEIRAIL NOTE. PRESSURE TREATED WOOD SHALL NOT BE USED. SLOPE TOP OF RAILING TO PREVENT WATER PONDING. CONSTRUCTION, AND HEIGHT LIMITS FOR L/GH75 UNDER BPA LINE AND INTH/N EASEMENT SHALL MEET BPA REQUIREMENTS PROPOSED ROAD GRADING PER APPROVED EARLY GRADING AND EROSION CONTROL PLANS PREPARED BY TRIAD ASSOCIATES 517E SOILS ARE NOT COMPA77BLE FOR ROOF DRAIN INFILTRATION. ROOF LINES WILL DISPERSE OVER LEVEL SPREADERS FOR WETLAND RECHARGE, AS SHOWN, OR WILL BE 7IOH7LIN£D 70 THE STORM PIPE SYSTEM. 304 I 309 308 307 306 305 PC - 4+58.4IF TYPE 24' I RT 5 W OU SOLID L `/2.25' KING LID s$\ 1J 1.52 L SE£ PRjOFILE SHEET 27) J NO STREET -SE I NT 2+ I 111N 5 Jfl00, Id25 LT - 3 T SE 289T 347 3%8 1-19. TT 2 500, 12 ' LT (CW.. id 6' LT (CIE. 351 1 350 +!50.54I ITC = 10+. 5 RT 371 370 A KEYMAP 369 2 W CB 1-22- Q) 14+39.50, 11.00 RT 9 WALLS TO BE BUILT 'THIN 40 EASEMENT PROPOSED 40' ACCESS f �� AND UTIJTY EASEMENT 332 1 'CCw N Q MSMUCT WHEEL CHAIR i �, v+op W (� O U1P ® PERCITY 2 OF I I 9VT STD. DWG. 6-7 (T)P)' CB 1-20 TYPE I/- B f: - � m 2+05. W, (10 � 12 5, M. STC40, iJ15' RT (Om. GR61'iE) 1W 1 nE 2 Q 333 ?v I B 92-124 i I , W a I �I d �. I C 1-2I V 24 ROUND 50L I O CKINC LID 2+]639, LT 365 1+00.00122ND WAITT I i TDN M MATCH OAF ALL T.1 L I L011 54 T XINT PER RD 2+60.B2 SE 288Tl 'B 1-16 FlI ] I SECT RT 2+25.W,, BEGANSE1288M ST ,1126255 13 I I I — asp —jai , d L L L L L L A� 3 ea� o ¢y y[ ogo�C�c e NO UTLITY £ASEME IT 11II EC NO. 20050401001 ]54 III VALLS TO BE BOIL dd N 40 EASEME iT 11 T Roy E LEIWst A., PE PROJECT MANAGER 368 j ROBERT E WAtLIs PL6 .I PROJECT SURIBYOR FRONTAGE IMPROVEMENT PLANS HOY E LEW1s X., PE PROJECT ENGINEER SUBMITTED TO KING COUNTY, ARE PREPARED BY TRIAD ASSOCIATES .cFFERY L cox ASYA PROJECT IANDSCAPB ARCRITECT FOR SE 288TH ST IMPROVEMENTS FIRST SURIBITAL DATE: 7126106 SCALE: Imma.:1"-40' YG1.:N/A I ii gl kl 31 ;I �� o EX 6_ IGH CLMC NE Ai CAU77ON LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING WIN CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN INV FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION IWIERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. 02007 TRIAD STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 03-094 SHM NO. 16OF 76 U PORTION OF W. 1/2 OF SECTION 4. TOWNSHIP 21 N.. RANGE 5 E.. W.M. CONSTRUCTION, AND HEIGHT LIMITS FOR LIGHTS UNDER SPA LINE AND WITHIN EASEMENT SHALL MEET SPA REQUIREMENTS FENCEAAIL NOTE'. PRESSURE TREATED RESIDENTIAL DRIVEWAYS PER CITY OF ;, ALL CATCH BASINS SHALL BE TYPE I WALLS ADJACENT TO WETLANDS SHALL BE WOOD SHALL NOT BE USED. SLOPE TOP OF E NO CONSTRUCTION /S ALLOWED /N KING KENT STDS •I.. UNLESS OTHERWISE SPECIfTED. =:.............__..........._.; OUTSYOE 15' BSBL RAILING TO PREVENT WATER PIT ING COUNTY RIGHT—OF—WAY M7HOUT A PERMIT FROM THE COUNTY. STORM DRAINAGE MAIN /N ROADS SHALL ? LOT DRAINS TO BE 6' ADS N-12 OR EQUAL PROPOSED ROAD GRADING PER APPROVED 18' MIN COVER OVER ROOF DOWNSPOUT •• •••• • • • • • • •• ••- LINES. BE PVC SOR 35, RIBBED. INSTALL CLEAN —OUTS AT DIREC77ONAL EARLY GRADING AND EROSION CONTROL FALL PROJECTION N07E ______________________________.....,_________---,.: CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERWCE AS ROCKERIES OVER 30—INCHES IN HEIGHT FOR ALL GRATES TO BE VANED GRATES POSSIBLE. MAINTAIN 18' MIN COVER OVER FALL PRO]ECTION. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDATION DRAINS ;', UNLESS 07HERNISE NOTED. PIPES SITE SOILS ARE NOT COMPATIBLE FOR ROOF ADJACENT TO ROADWAYS. USE WDO.D FENCNG SHALL BE SEPARA7E DRAINS MAY BE •I.. :::::::..:: :..................»»« DRAIN INFILTRATION. ROOF LINES WILL FOR REMAINDER. PRESSURE TREATED WDOD COMBINED AT LOT C_EANOUT JUST DISPERSE OVER LEVEL SPREADERS FOR SHALL NOT BE USED. SLOPE 16 OF RAILING PRIOR TO FINAL REACH 7O ROAD PROVIDE CLEANOUTS AT ALL DIREC770NAL ROCKERIES AND ROCKERY DRAINS P£R PLANS WETLAND RECHARGE, AS SHOWN, OR WILL TO PREVENT WATER PONDING. CATCH BASIN SYSTEM. SENDS TYR OF ALL PIPE SYSTEMS PREPARED BY GOLDER ASSOCIATES, INC BE 77GH77JNED TO THE STORM PIPE SYSTEM. CAU77ON LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO RELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING W774 CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCA 7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. �TsD 1211 NE KiANW. WA B8�3 428.821.8 azs8213481 E004WIDWSfi 011M1w YARROWBAY _devetop n Im VIEIR®ANA Z Q CL uj Q O cc ti to 2 Q O O cc Q O 1u� � U M � o O Q � h ` W Cc Y % j (uj O i QQ Z N 2 Y O U �0F00000 �0000000 e k 7 [ � u BB& z�����J� m� Ra F Cg S E E�� a Q k = Ho z� ROY E LEM£ .F.. PE PROJECT MANAGER R09ERT E. WA" PLS PROJECT SURVRYOR ROY E 1 wM X.., PE PROJECT ENGINEER .EfTFRY L OOK A PROJECT UWSCAPE ARCBITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Romz.: 1'-e0' p .:NIA WA WABge y� ro is e _O Bee 0 ALL ~ 41—/Z /D SFAMP NOT VM D UNINSS SIGNED AND DATED JOB NO. 03_ 094 SHEET NO. /O OF 76 02007 TRIAD . 3TA PN ELEV �%i wffif� E50=490' 1� NTN Zb' 12" IF 4 7.M GNP (£) 12" IF 437.W CNIN (NE) N£W 12' E (5E) 43&08 I m m TOP 441.80 1_" I£ 439.0E Cal➢ IN; 288-2 rr➢E -4e' SOLID LOCRI TOP 44P: 16 W 42' NE 4X66-((WTrNw}� OY E IJO (RA 1NSTALL N/ WR T A✓EO tLeOw W Wn£r PIPE PORTION OF W. 1/2 OF SECTION LOW POINT ELEV = 39J80 LO POIN STA = 1+50 - J _ 'J111 1 PRO AT FlNISRRW yy1 _10n TRADE AT Y0m 390W 311 vs 1z a 12- WA 4-6�1: rats 150 50 �. _3 3S cs 2 : 6 B' I£W681b428:M e is' u M Ba sW) 12 SO I33 E 43a42 12 WA GROWN All 380 27' 12* r.44c �Gl r.V MIN ^ CJEARANCE BETBEEN PIPES 120 W E ell 8 SS CROWN 42B.ST ',. 420 GB 2-79 , TOP Nlx v .4M0& CB 2 77 IYPE Il 46• 6' ATr3F.6A 4T0.I8 w 24 ROUND SOLID LO W lO LID 12• IE Ill 43a08 TLV' 4an.6s 4J7.85 12' IF ♦2ZW 42T.51 D/W) SE PHASE 1 ;5-"'. B (51� (SEE PLAN SHEET 15116117) le' IE rlll a 422W (sE) H16H POINT l = 44&27 N1GN POINT TA we 12+49.97 Pw STA No 12+4ZM Pw REV = ell r ..Y""J71-120 a I!Rg a36s O I TOP 445-1P 44E08 '.,. '.. 6' IE 'W All? 44220 { 12• IE 44EOY "1.22 (N) CS - TYPE Ill 12• E 441.91 (1) € i W SWDLOWING LID 24'-12• 1 TOP 44iv5 Nzm 2A}[_.. ; 12"IE 441.69 441.20 (5) .R .. ................... 12`YC 44Lffi(Ni _...._ .... .. ....... C8 1-22A TOP 44518 PHA SE 1 92'-12• a de" a419 120 IE M%'9 10 DO 1-20,TYPE 11-48' (SEE PLAN SHEET 16) TOP 49v19 a45n E 288T 12" lE #4ftA 44a79 DJ STREET FRONTAGE 12'E 44082(N) _ LESS THAN 1.01 CLEARANCE -BETNEEN- PIPES - SAND W£OCE PER CITY OF KENT STANDARDS ( WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE ',. PROFILES. SEE WATER PROFILES (THIS SET) FOR WATER DESGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEVER DES .................................................... Li- L TOP 39702 ` 6• IF 394.02 12' lE 393.52 ll' I2' a 2 008 --------- PHASE 3 (SEE PLAN_ SHEET 18) 12+00 EMSRNL AT RI AN 421 42533 42287 42ZIJ mY = 4znTo A = IJ+58.26 = 13+28 421.98 13+00 U rCE �ErMEEN PIPES ^a Nry a ZITI ; a gO 1 II IpI a b �C WND icrRl n / 2 / +o PRa6%EO 9.40.T ORA AT ROAD PHASE 2 ''. (SEE PLAN SHEET 16) 120TH WAY SE 'OP 6• Al z5' 2' 1 = 40 H ZONTA ' 1 = 4' VERTICAL ' 12' IE 1M:P6 0.a2f '., '., EXISRNC OROIIN EL AT¢(, ) '., TOP IP5.4$ 42533 PROPOSED 'Ill 6' I£ OW 99 422.55 EL AT M IY E 42178 (SMO 12a E lI 95 (FEJ O ^� Neeb O h 1+00 4J0 420 GRADE 440 430 420 24.10 AB r3 416.6/ N. TIEEN P/TES RIM ELEVATIONS CAN BE UPDATED DUCTILE IRON PIPE SHALL BE CUSS ONCE 774E FINAL ASPHALT LIFT IS 50 MINIMUM. CONSTRUCTED. LOCA ON OF EXISTING UTILITIES SHOMIN IS APPROMM47E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING W17H CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UnL/77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS UTILITY CROSSING ELEVATIONS ARE ADJUS7ED IN AS -BUILT CONDITIONS ONLY IF A SIGNIFICANT ADJUSTMENT WAS MADE TO A UTILITY DURING CONS7RUCTION OR IF MINIMAL CLEARANCE RESUL 7ED. I CERTIFY THAT THE LOCA RONS, ELEVATIONS DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERNSION ON THIS DA 7E sgr Dom 02007 TRIAD ASSOCIATES T6aG lnTzs 1211 HE Wand WA99994B9Y9 426A21.6448 42Ee9r.3481 fax )T�7�eoa.4eeorss moll free ��J ARRO VV iJL""11 development FIRE)ANA cd W CON) � O U U Q 2 Qy Q 3 � J O 4 ti M+ J � �i � ^ 1 U , 4i LW J • p to \I a qq Q Zz to, 1 Lu N Now; `Q A , C1j Now. yW r^` W U v11,, C / U W� yf V Qx Q w LL Q N MM y W ti U Eo 0 0 0 0 0 m E? 4 C� �@mac 0 0 o c $ PROJECT MANAGER M136TT E. M= PLS PROJECT SURVEYOR MY E. (£M$ All, PE PROJECT ENGINEER .ETERY L = ASLA PROJECT IANRSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: ME8a Y-40' M.:lwl WABge y� yTµ OA. is m e _O 849 ONALL ~ 41-Nio"Z /D STAMP NOT VALID UNLESS SIGN® ANTI RATMR JOB NO. 03-094 SHEET NO. 270F 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 3 R : 440 1 PW SFA = 8+50 '', PN ELEV = 41&43 mx //SRIi R LOW POM'T E EV 4110 II 41 m m w 430 LOW POINT S A 4+J44B _ _ PW STA PW REV " 4+30 = 4112J P W ff 42SH1 f00. W/// WA GROMN'Al . __.__. _.__-_ --_-_- --_-_- � _ yi � Ly7 ----_ ------- ----- E SRND FOAIT .� _ GRADE Ar EHI -- _. _. _ _ _-. 2. 08 - �is�----- - -i�� WWIAT - oy3 PW STA = J+00 9 1 / `— _ _ 49 11 1 "� Pill ELEV = 41177 4�i // O 120 SO E 41&0I a 000 CEI 1__. _ 1DP 6._WA_GROIIN 4} 4y� __ __ __.n �.___._ 1.V _.__ _.._. _. _.__ _. _.__ T NO..______ _ _ _ /! _. -_. _._ _. _.__ _.. _. _. _. _. 16� _ _____ ___ ____._._ V1n 2K may( '.• .., ✓ 1AF.+Y290 12"IE 0 4M22(80 00 Oda" // II 14 IY E 42&62 (SW) 12" SO /E 42&a3 B255KRONE VI." " 40522� LOtSTAIM+5 LOWPONT-0+3&70 51.20 +/ // // / _. _. _. C8.3-}39 _. __ __ ____ �n 20gR 3� Evil04.85m .. / / 42981 / ' ^,"• "`/ // f� B'IE 1fP59412w BMW L 12• IE HYPED LYE 4217H(�)f2'IE 42I80 AV'+T 42&YO anOBB II // 241 / IY E 4TI85 � O r / / / / /k 2 IE 128:3i 4YHL+ OS) IY SO / 42220 '. 691O 14:i.:CIS -.' ... / - -- �- - - - { .._ _ ..._ _ . ..... i /..- lro J--fj6 DP4rssr 4fi _. 1z• m E 421.. aeuf�F2-E --� ii6l 1uu b. / / (i -"•.,- I4 WA CRObN 1.02 J-140 I 4RE9� TOP 445-25 421JI 12' E 41181 (E) _ II — 1 •SS i 6' IE1¢EaiS 12" IE 12t25 42267 4221J OTOWN 411.67., / W/ SIXl0. L G L/0 — 12' S01 /E741BOH _ / RW 1Fk2� .� _ 2OJ,T fz•IE Itl - BI � _...i_- — 24 WA CRONE 415.01 _ 12' E 41aw 25' 12' 0 +cee* 1.04K / 6 2 CB 3-133 3-1 CB 3-137 TOP Ml6B 414.05 W MRU CII INLET TOP el 8 µ1917 Ta° 4ll 4I172 6" IE 11.73 6• IE II&M 41&3B !, 'f 6•IE -Hh-9 N3B 12"/E slid 411.28(N) 120 IE 116.11 41&07 E 4 D+E7 12• IE 1fe.ft 411.08 (MV 12• E 411.25 I 20 (SQ 120 E 411.14 fYE pL02 12". SD 1E 411.02 — __ _H WA CRDWN 410. 02 _ / ( O aMl 8 SS CRONE 408.70'. / CB'3-98 Cs 3-101 ® W !TiIRU CURB INLET TOP 459YI3 4VILIO TOP 464-Y3 40AH8 12" IE 465-76 40141 (HW)!; I2' lE 4Bs1+ 401.24 (SE) LE '.. ',.. W 24 ROUND SOLO L LNG LID TOP M101 I1' ff IOa3J (N) .. 12w IE 101.04 (HIE 12' 40L4T (NE) CURB INLET fY E fY IE 401.J5 INK) W flaw 41188 '9`-12'_.... - 25'' 12- ® ( 0 LOOXAH 12" IEM�.. 4iL 5 _ 4iLYl PHA E 1 PHA E 2 CB 3-99 W !]NRI/ CURB INLET r0_a 4ei-sa 40442 (SEE PLAN EET 78/18) ,8 1 illilli xA 40I.C13 12' IE HH 120TH WAY SE ---- -- 390 ----- - - - PROflLE SCALE ,I, I 1 = HORIZONTA 1 � 4' VERTICAL I '.. EXIS NG PROPOSED NISH EL AT E CrrP) EL AT il'P „m n n 0 Oa� nn 4n N11 Nn n NN h O$ nh N� rp� .�6m h Nn h n,a h Nry�, h NN O N y qp n"f Z+uu 3+uu 0+uu VW& Cjl1J Y+uu uea41B. 0 430 420 410 390 DUCTILE IRON PIPE SHALL BE CLASS 50 MINIMUM. RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS WATER AND SEWER CONVEYANCE SY57EMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFiL£S SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVATIONS ARE DESIGN' AOJUS7ED IN AS —BUILT CONDITIONS QBLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UDUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONSTRUCTION OR IF MINIMAL SAND WEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERTIFY THAT THE LOCA EONS, LOCATION OF EMS77NG U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVATIONS DEPTHS, AND AS —BUILT ACCURA7E OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO 1 COMMENTS REFLECTING MATERIALS FIELD VERIFY LOCATION OF U77URES PRIOR TO PROCEEDING WITH ACTUALLY USED DURING CONSTRUCTION CONS7RUCTON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EX/S77MG FIELD FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY CONDITIONS AS DETERMINED BY ME OR UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS BEARING SUBSTAN77AL REPAIR COSTS DATE: sign Dom 02007 TRIAD ASSOeAMS /TA SMWlllllllleel soczs 1211 HE Wand WA9WeWN 9 425M1.3401 fax M 408,0756 toll free ARRO VV iJL""11 40 �p qq 2 Q c1c1, W h U M J J a to O Q � � a1 h ` W Cc Lu i O cc M zz J Eo 0 0 0 0 m R6 a ROY E (£NISI A... PE PROJECT MANAGER RO6FRT E. NUA PLS PROJECT SURVEYOR MY E. LEW$ JI, PE PROJECT ENGINEER .ATERY L = ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: MM-10-40' M.: Y-4• LEW7 WABge y� is ro e _O 809 ONALL ~ 41-/Z /D STAID' NOT VAUD UNT1ss stGN® AND DAM JOB NO. O el n w SHEET NO. 32OF 76 m1 430 44 420 410 00 R ►30 RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT lS CONSTRUCTED. DUCTILE IRON PIPE SHALL BE CLASS 50 MINIMUM. PIPE SLEEVE DIAMETERS MAY BE AD,A/S7ED ONCE SIZE IS VERIFIED W7H MANUFACTURER. LESS THAN 1.0' CLEARANCE BER4EEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS U77UTY CROSSING ELEVA77CIVS ARE AD,A/S7ED IN AS -BUILT CONDITIONS ONLY IF A SIGNIFICANT AO,NJS7MENT WAS MADE TO A UTILITY DURING CONSTRUCTION OR IF MINIMAL CLEARANCE RESULTED. WATER AND SEN2R CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SM FOR WATER DESIGN, SEE APPROVED SEN£R PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESIGN. CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTO2Y RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR 70 PROCEEDING W17H CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION NHERE ANY UNDERGROUND UTILITIES MAYBE LOCATED. FAILURE TO 00 SO COULD MEAN BEARING SUBSTANTIAL I CERTIFY THAT THE LOCA RONS ELEVATIONS DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS Dot, 02007 TRIAD A6 Al /IASRI -Am NE WWand Wel 1425mT.BN8 42EO2r.3481 fax eoa.a08,0756 roll free ARRO VV iJL""11 40 2 O 0 zz J 2 Y 0 U �00000 S k [ §G 0 0 o c $ TIDY E (£XIS A... P£ PROJECT )USAGES RO&9!T E. Ill PLS PROJECT SURVEYOR TIDY E. ( WM . .., PE PROJECT Milan .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SITHNITTAL DATE: 7128106 SCALE: MW--1'-40' VeaT.:1'a• WA WABge y� ro is e _O Bee 0 ALL ~ 41-/Z /D STANP NOT VALID TmTsss MUNED AND DATED JOB NO. OJm n w SHEET NO. 33 OF 76 1%MAX CORRIDOR I 1%MAX iLGPE OP COURSE STREET NAMES f STATION ROAD A SE 29MD WAY 1+00 - 11+56.04 121ST STREET SE 11+56.04 - 20+6229 SE 196M PLACE 20+6229 - 29+90.70 SCAB La 12MD SME£T SE 1+00 - 5+06 112N0 WAY SE 5+08 - I4+1819 7RACT M. SE 292ND WAY 1+00 - J+16 123RD WAY SE 3+16 - I1+00 SE 209M PLACE 11+00 - 13+M77 TRACT MIT 120M SE 1+00 - 10+9ZM SE 292ND WAY 10+97.32 - 18+39.74 MAC) IMM WAY SE 1+00 - 10+9501 TRACT C MST W SE 1+00 - 11+22 SE 289N PUCE 11+22 - 13+0160 1+00 - 15+02M AL ET a 1+00 - 0+29.90 TRACT A 111N0 E SE P C 1+00 - 6+47. BB TRACT SM SE 193R0 SMEE 1+00 - 4+48 /B TRACT C 113RD CE SE 1+00 - 13+3887 SE 2WM STREET /3+MB7 - 14+4270 TRACT M 11JR0 SE 1+00 - 5+41.88 TRACT SE 294 COURT 1+00 - J+J7.51 TRACT KAP SE 295M COURT 1+00 - 2+8050 TRACT AA I21ST PUCE 5£ 1+00 - 9+04.119 TRACT M SE 297M STREET 1+00 - 6+4SJJ TRACT OG: IMIN COURT SE 1+00 - 2+W 7RACT 118N PLA SE 1+00 - 9+97 ]RACY 5£ TEEM AY 1+00 - fO+OJBO 3% PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 2% ROAD A PUBLIC ROADWAY SECT/ON WITH LANDSCAPED MEDIAN (RESIDENT/AL COLLECTOR! NOT TO SCALE CEMENT CONCRETE 3" MIN CWPACTO OEPM // ROAD A YERTCAL CURB ANO GA55 9 ASPHALTCONCRETE/ PUBLIC ROADWAY SECT/ON OUi1ER 1" MIN GURF aN DEPM (RESIDENTIAL COLLECTOR) 2-:IN SURFACING TOP CWRS£ ____. NOT TO SCALE TOP COURSE I%"lNNIL'F+f TRACT GUTTER J" MIN COMPACTEDOEPM / ROAD B CUSS B ASPHALT CWMETE PUBLIC ROADWAY SECT/ON 2" MIN COMPACTED DEPTH (RESIDENTIAL STREET) I' "M O 10AnCI^NG )OP COURSE / NOT To SCALE (PARKING ON ME SIDE) 1% MAX CEMENT CMMEM WRRCAL CURB AND QU; 3" MIN COMPACI£0 DEPM TYPICAL TRACTS 4 CLASS B ASPHALT CONCl M 2" MIN CWPACTED DEPM PR/VA TE ROAD WA Y SECTION CRUSHED SURFACING TOP COURSE NOT TO SCALE 4" MIN COMPACTED OEPM :/♦ 'SUNLESS SPECIFIED __.._. C SEE PUN FOR SIDEWALK LOCAnOM ALLEYS A, C AND FIRE ACCESS PRIVATE ALLEY EASEMENT NORTH NOT M SCALE NORM R-O-W 26' RIGHT--OF-WAY DEDICATOR Q OS' B' 6 S, 14' 1 2' SIDEWALK W 7GGIRDRYIDOR _ SURFACE FINISH PER KC SIG DWD J-01 J-002) (URBAN NEIGHBORHOOD COLLECTOR) SE 288 TH STREET NOT TO SCALE f SIDEWALK IX MAX !`MAX 1K MAX ii MAX CORRIDOR ]RACY 5' SIDEWALK TRACTS GG, L, S-(DI, S-(E), V-(A), V-(B), W-(AI, W-(B), AA-(C) AND AA-(D) PRIVATE TRACT SECTION NOT TO SCALE * SEE PLAN FOR SIDEWALK LOCATORS AND A SAND BLANKET STALL BE APPLIED PER KRIS SCCEW 401E A 1 INCH FULL WOM OVERLAY SHALL BE REWIRED. WE ONFLIY MAY SE WAIVED OW.Y AFTER AN EVALUARON OF PAVEMENT CONDITIONS DR MMWL/ZATOON REQUIREMENTS HAS BEEN COMPLETED AND APPROWO BY ME COUNTY ROAD ENGNEER M DEWLOPAIENT ENONEER. IF ROAD SURFACE FAILURES ARE PNESENT, ALL APPROPRIATE REPAIRS TO WE EXISTING WGGRAD[ BASE MATERIAL AND SURFACING SHALL BE MADE PRIM TO PUONG ME OVERLAY. 3 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WM THE LATEST M17M OF M£ CITY OF KENT CONS/RUCnON STANDARDS THESE STANDARDS INCO OTA IF BY REFERENCE ME LATEST WIRM AND P VUSHM AMENDMENTS OF THE STANDARD S CfRCAnONS FOR ROADS BRIDGES AND MUNICIPAL CONSIRUCRM. PREPARED J AIRY BY WSOOT R APWA. THE CITY HAS ALSO ADOPTED S DIAL PRONSONS WHICH MODIFY THESE STANDARD SPEORC4770MS AND CITY OF KENT SPECIAL PRONSMS WILL GOWRN WERE ANY CONNCM OCCUR. 2. PRIOR TO ANY CMSMUCTON ACTNTY, ME CWTRACTR SHALL ATTEND A PRE-CONS?RUCn0V CONFERENCE WM CITY OF KENT CWSMUCTIM AND INSPECW PERSONNEL ME CONTRACTOR SHALL SCHEDULE ME PRE-CMSMUCHON CGJFER£NCE AT 253-SM-MM PRIOR TO SCHEDUUNG ME CONTRACTOR MUST SUBMIT AND REMW APPROVAL FOR MAMC CONTROL PLANS (TM), TEMPORARY ERQROV/SEDIMENTA TON CONTROL PLANS (MSCP), CONSIRUCTTON AM PERFORMANCE BONDS; AND PROM M INSURANCE XWRAGE. 4 ALL SIM WORK IMPROVEMENTS SHALL BE CONSTRUCTIOND IN ACCORDANCE WM APPROWO PLM'S MY DEWARW FROM APPROWD PLANS CULL REWIRE PRIOR APPROVAL FROM ME OWNER, M£ CITY ENGINEER, AND OTHER APPROPR/AIF PUBLIC AG OM 5 IT SHALL BE ME SOLE RES MEVUTY OF ME CONRACTOR M OBTAIN STREET USE PERMITS AND ANY OTTER RELATED PERMITS PRIOR TO ANY CMSMUCTOI ACHWTY. B. IT IS ME SOLE RESPONSIBILITY OF WE CONTRACTOR TO INOEPENOENRY VERIFY ALL KNOWN UTILITY LOCARMS AND TO DISXWR AND AMD ANY PREVIOUSLY UNKNOWN UTILITIES THAT MAY BE AFFECIEO THE CONTRACTOR SHALL CONTACT THE UNDERDRWND URUnES LWARM SIR (1-W0 424-555) AT LEAST 48 MURS PRIOR TO CMSIRUCTM. ME OWNER, OR HIS R£PRESENTATIW, AND THE GTY ENGINEER SHALL BE CONTACTED IMMEDIATELY WHEN CONFLICTS ARE FOUND TO EXIST. 7. THE OWMACTOR SHALL KEEP ON-91E AND OFF -SITE SMEETS G£AN AT ALL TIMES BY GLEANING WIN COMB/NAnON SWEEPING AND VACUUM IRUCK. WASHING OF SIREETS WLL NOT BE ALLOWED WMOUT PRIOR aff OF KENT APPROVAL I. ALL STORM DRAINAGE /MPROWMUIM SHALL SE CONSTRUCTED /N ACCORDANCE WM MESE APPROVED PLANS ANY XKARM FROM MESE PUNS MLL REQUIRE PRIM APPROVAL FROM TIE OWWNER, ME CITY ENGINEER, AND OMER APPROPRIATE PUBUC AGENCIES 2. IT IS ME SOLE RESPONSIBILITY OF ME CONTRACTION TO INDEPSND T Y WMFY KNOWN URLIIY LOCARONS AND DISCOWR AND AMD ANY PREVIOUSLY UNKNOWN URUTIES MAT MAYBE AFFECTG, ME CONTRACTOR SHALL CONTACT ME UNXRGRWND UnLITIES LOCATOM SERVICE (1-BOO-42h555f AT LEAST 48 HOURS PRIM TO CONSTRUCRM. ME OWNER, M HIS RE PRE ?AnW. AND ME Off ENGINEER SHALL BE COTACED IMMEDIATELY MIEN A CMFUCT5 IS FOUND W EXIST. 3 ALL STORM DRAINAGE STRUCTURES AS DESWAM) IN ME PUNS SHAD SE WE OF ME FOLOWNG A. YARD MAIN - ASSOCIATED SANG AND GRAWL CB -ID, OR EQUAL 6. INLET - WWOT STANDARD PUN 0-4. ASSOCIATED SAND 2 GRAVEL GB-17, ON EQUAL. C TYPE I-C CATCH BASIN - CITY OF KENT STANDARD DETAX 5-7.. ASSOCIATED SAND AND GRAWL W-14 OR EQUAL. a TYPE /-0 CATCH BASIN - ASSOCIATED SAND AND DRAWL 00-6, DR EQUAL E. TYPE ll. M INCH DIAMETER CA TM BASIN - GTY OF KENT STANDARD DETAIL 5-8(A) (WON MINIMUM 24 INCHES DEEP SUMP BELOW INVERT): ASSOCIATED SANG AND GRAWL M-19 OR EQUAL F. TYPE X 54 INCH OAMEIER CATCH BASIN - aff OF KENT STANDARD D£TA/L 5-8(A) (WON MINIMUM 24 INCISES D£EP WIAP MOW INVERT): ASSOCIATED SANG AND GRANS S4 INCHES PRE -CAST CA TOY BASIN, OR EQUAL C TYPE 11, 72 INCH OIAMEIER CATCH BASIN - GTY OF 0(ENT STANDARD DETAIL 5-0) (WM MIN/MUM 24 INCHES DEEP SUMP BELOW INWRT): ASSOCIATED SAND AND GRAWL 72 INCHES PRE -CAST CA7W BASIN, M EQUAL H. SPECAL CATCH BASINS DR DRAINAGE STRUCTURES SHALL BE DETAILED IN 7HE5E PLANS NOTE: ALL MIT COVERS SHALL BE PER CITY OF KMT CWSMUCnON STANDARDS AND ALL STRUCTURES DEEPER MAN FIW FEET (RIM /NWRT) SHALL BE TYPE ll AND EQUIPPED WM NINGH DIAMETER SAFETY MANHOLE STEPS DR A MANHOLE LADDER, PER CITY M KENT CMSMUCTON STANDARDS 4. ALL STORM SEWER MANHOLES AND TYPE ll CATCH BASINS SHALL BE PER CITY OF KENT STANOARO DETAIL 5-B(A) AND/OR 5-S(S) DR ME KMT CW57RUCUCN STANDARD$ WM ECCENTRIC COMES AND 'G INCH DIAMETER SAFETY STEPS M LADDER. ALL STORM SEWER MANHOLE COWRS SHALL MEET WE REQUIREMENTS OF STANDARD DETAIL 4-5 OF ME aff OF KMT CMSTR 110N STANDARDS AND SHALL READ STORM: ALL MANHOLES OUTSIDE OF ME PUBLIC RIGHT-OF-WAY AND NOT LOCATED N PA WO AREAS SHALL HAW SOLID, LOCKING COWERS MEETING ME REQUIREMENTS OF STANDARD DETAILS 4-6(A) h 4-6(S) OF WE aff OF KENT CONSMUCROM STANDARDS ALL STORM SEWER MANHOLES SHALL HAW A MIN/MUM DID FOOT W A MAXIMUM 1.0 FOOT DROP BETWEEN INERTS INTO AND INVERTS WT OF ME MANHOLE ALL MANHOLE COWRS SHALL BE ADJUSTED TO FIN/SIH GRADE AFTER FINAL PAVING AND LANDSCAPING S ALL FRAMES GRAIES AND/OR SCUD XWRS SHALL BE CAST IRON OR DUCTILE IRON AND SHALL MEET aff OF KENT CGNSTRUCnW STANDARDS. A. STANDARD FRAME AND LIME - CITY OF KMT STANDARD DETAIL 5-1(A) AND 5-1(B): GLWRC FOUNDRY X. M. SA60 D/T M EQUAL- S. SELF-LOCKING VANED MATE - aff OF KENT STANDARD DETAIL 5-1(D): OLYMPIC FOUNDRY CO. NO. W50-Sl. M EQUAL C SOLID, LOCKING WCTANDIOLAR XW:R - CITY M KENT STANDARD 5-I(C).' OLYMPIC FOUNDRY CO. Na SM605 0/T, DR EQUAL a SOLID, LCCK/NG ROUND WWR - CITY M KENT STANDARD DETAILS 4-4 4-6(A) A• 4-B(B): OLYMP/C FOUNDRY X. NO MHJO D/T, W MHJ6 WA RESPECRWLY, M EQUAL. NOTES (1) ALL MATES SHALL BE MARKED "WTFALL TO STREAM - DUMP NO POLLUTANTS' (2) ALL SOLID CO RS SHALL BE MARKED -0RMN' (3) ALL MATES SHALL SE DEPRESSED Q04 FEET FROM SURROUNDING CURB DR PAVEMENT TO INSURE ADEQUATE DRAINAGE. (4) ME PAVEMENT ADJACENT TO ALL MATES AND COVETS KILL BE PAINTED USNG ME STANDARD POLLUTION PREVENTION STENCIL DUMP NO WASTE (FISH SYMBOL) DRAINS TO STREAM SIENgLS ARE AVAILABLE AT ME CITY OF KENT ENGINEERING OFIG£ LOCATED AT 400 WEST GOW£ KENT, WASHINGTW. NOTES 1. OLYMPIC FOUNDRY 5£IF-LOCK VANED MA IF W5055 IS AN ACCEPTABLE ALTERNATIW SUS•ECF TO APPROVAL BY ME CITY ENGINEER. H USE DI TRIO LOCKING SCREWS IN INCH LONG AS 11 UNC-24 STAINLESS TIDE J04 STEEL SOCKET HEAD (ALIEN HEAD) CAP SCREWS 2 INCHES LONG AS SPECIFIED. III. MATERIAL IS DUCnL£ IRON ASIM A5J6 MADE W M-OS IV. "DIIMALL TO STREAM - DUMP NO POLLUTANTS' MAY BE LOCATED ON BORDER AREA XWR S CSIFO BELOW AND SHALL BE ADEQUA MY PROTECTED DURING CMSMUCRM. (REFER TO ME MANUFACTURERS RECOMMENDATIONS FOR MIN/NUM XWR FOR HEAVY EQUIPMENT LOADINGS) A. DUCTLE IRON - 4 INM MRDUGH 14 INOI DAMETER PIP£ SHALL 6E GLASS 50. AND 16 INCH MROUGH 24 INCH DIAMETER MPE SHALL BE GLASS 5Z ALL IN ACCORDANCE WM USA STANDARD A-21.1 (AMA C-51). ALL RFE JDIN7S SHALL BE RUSH-M, MECHANICAL M FLANGED. MINIMUM XWR IS 6 INCHES. B. CONCRETE - 4 NCH MRDUGH 12 INCH DIAMETER RPE MAY BE NOM-REINFORCED, BELL AND SRXT WM RUBBER GASKET A71NCK CMFMMING M ASTM C-4 (CLASS ll). ALL CMMEIE PIPES 18 INCH MRQUGH 36 INCH DAMEER SHALL BE GLASS IV REINF , SELL AND SPIGOT WM RUBBER GASKET MN75, CONFORMING TO ASIN C-M. MIN/MUM XWR IS 2 FEET. ROAD SEC77ONS ARE SUB.ECT TO CITY APPROVAL. THE DEVELOPER MAY PROCEED FOR CONSTRUCTION AT THEIR OWN RISK. AN C PVC - SDI? 2I, 4 INCH THROUGH IS INCH DIAMETER PIPE SHALL BE IN ACCORDANCE WM ASTM D3035 AND SHALL HAW A T LEAST 24 INCHES OF COVER. MR PIPES 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE IN ACCORDANCE WM ASM DJOM, AND SHALL HAW AT LEAST M /NGHES MINIMUM COVER. ALL ,VINIS SHALL BE PUSH-M WM RUBBER GASKETS PVC STDRM PNE REQUIRES KOR-N-SEAL CONCRETE BOOM O. HELICAL CORUCATED ALUMINUM PIP£ (MAP) - 6 NM MROI/GH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE MINIMUM MIN 2-2/3 INCH X 1/2 INCH CMRIIGAnM.S REFER TO MTAILS IN THESE PLANS FOR ANY PIPES URGER THAN 36 INCH DIAMETER. MINIMUM 00WR IS 20 FEET. E HELICAL CORRUGATED STEEL PIPE (HCS) - 6 INCH MROUW M /NCH PIPES SHALL BE AT LEAST 16 GAUGE WM 2-2/3 INCH X 1/2 INCH C0.4RUGATONS ALL STEEL PIPES SHALL BE GALVAN/ZED AND PROTECTD BY ASPHALT TREATMENT 1. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER MAN M INCHES IN DIAMETER. MINIMUM COVER IS 2 FEET. Z ALL PIPE BEDDING SHALL CONFORM TO CUSS F DESIGN FOR FLEXIBLE PIPE (I.E. PVC: HW,, MC . OR ADS). ALL RIGID RPE O.E. DUCTLE IRON OR CONCRETE) BEDDING SHALL CONFORM M GLASS B FOR PIP£ COVER ORUIER MAN 36 INCHES OR APWA TYPE 'B" FOR PIPE COVER LESS MAN 36 INCHES BEDDING MATERIAL SHALL BE 5/8 INCHES MINUS CRUSHED ROGW FOR ALL PIPE EXCEPT FOR DUCTLE IRON. BEDDING MATERIAL FOR DUCTLE IRON FIR£ SHALL MEET THE REWIR£MENM M ME CITY M KENT S AL PROVISIONS S ALL TRENCH BAa RLL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF TIE MAXIMUM DRY DENSITY PER AST I D-1557 (MODIFIED PROCTOR). ALL OTHER AREAS SHALL BE COMPACTEO M AT LEAST 90 PERCENT OF MAXIMUM DRY DENSITY. 9. CONSWCnM a XWAT G (GROUNDWATER INTERCEPTM) SYSTEMS SHALL BE IN ACCORDANCE WM APPROWD PUNS 1O PRIOR TO ACCEPTANCE OF CONSTRUCnW AND/OR ISSVANGE DR awnFKA1E OF OCCUPANCY PERMITS SURWYM-CERTIFIED AS -BUILT DRAWNGS PREPARED ON MRAR MUST BE PREPARED M ALL STORMWATER MMAGOAENT FACILITIES AND APPROVED BY M£ aff SEE CITY OF KENT 0£Y£L0I%fMT ASSISTANCE BROCHURE X-6, AS -BUILT DRAWNCS FOR ADDITIONAL INFORMA PON REGAROMG AS -BUILT DRAWNGS. 11. ALL RE)£NnM/MIENTM FACILITIES WLL BE INSTALLED AND IN OPERATON PRIOR TO, OR IN CMXMCnM MM, ALL CMSMUCTION ACTVITY UNLESS MAT ACTNTY EXCEEDS ME CAPACITY AND INTENT OF WE EROSM/SWIMENTAIKON CYN7ROL FAaUTY, OR UNLESS OMERMSE APPROWO BY ME aff. 12 MIEN ALUMINUM RPE 15 USED ADHERE IT WILL SE IN CONTACT WM CONCRETE, ALL ALUMINUM SURFACES IN CONTACT WIN THE CMCREI£ SHALL BE PLANTED WM MD OLMIS OF LNC CHROMATE PAINT IN ACCORDANCE WIN MOON 7-023(I) B.1 OF THE WSDOT/APWA STANDARD S EgFlCABMS FOR ROADS MODES; AND MUNICIPAL CMSIRUCTM. la BIO-FILWATW SWALES AND/OR FILTER STRIPS SHALL BE CONSIRUCIED, BEDDED M SEEDED AND IN MERATON PRIM TO, DR S'QODEO IN CM.NNCTM WTI, ASNIALT PAVING ME WGETAPOV /N ME BIO-SWALE MUST BE W ESTABLISHED BEFORE PAWNS BEGINS. SILT FENON INSTALLAnM NOTES I. ME FILTER FABRIC SHALL BE MMAFH 7WX DR APPROWO EQUAL, AND SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGM OF WE BARRIER TO AVOW USE M MAIM WHEN "VHS ARE NECESSARY, FILTER FABRIC SHALL BE SPLICED TOGEMER ONLY AT A SUPPORT POST WIN A MINIMUM B-INCH OVERLAP. AND BOTH £NOS M THE SPLICE SHALL BE SECURELY FASTENED W THE POST. 2. WE SILT FENCE SHALL BE INSTALLED TO FOLLOW ME CONTOURS WHERE FEASIBLE. FENCE POSTS SHAU BE .SPACED BETWEEN FOUR AND SIX FEET APART AND PLACED SECURELY IN DEPM OF 18 INCHES TO ME GROUND TO A MINIMUM 3 A SHALLOW SWALE SHALL BE EXCAVATED, ROUGHLY SIX INCHES WOE AND SIX INCHES DEEP, UPSLO'£ AND ADJACENT M TIW WOOD POSTS TO ALLOW THE LOWER EDGE OF FILTER FABRIC M BE SECURED WIN CRAWL S ME MRAFl 70OX FILTER FABRIC SHALL BE STAPLED M CURED TO WE FENCE, AND AT LEAST M INCHES OF ME FABRIC SHALL BE LAID INTO THE SHALLOW SWALE. ME FILTER FABRIC SHALL NOT EXTEND MORE THAN M INMES ABOW THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED M TREES 6. WE SHALLOW SWALE AND BOTH SIDES DR THE SILT FENCE SHALL BE BAO07LLED WM 1 /NCH TO 1-1/2 INCH DIAMETER WASHED DRAWL AFTER THE SILT FENCE IS INSTALLED. 7. SLT FENCES SHALL BE REMOWO WHEN MEY HAW SERVED MM USEFUL PURPOSE, BUT NOT BEFORE ME UPSDP£ AREA HAS BEEN PERMANENRY STABNUZ£D. ME NEW DISTI/RBED AREAS R£SULTNG FROI/ SILT FENCE REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULMED, DR OMERWSE PERMAN£NRY STASUZED ID ME SATSACTW OF ME aff B SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAINFALL, ANY REQUIRED REPARS SHALL BE MADE IMMEDIATELY. I. APPROVAL OF ME TEMPORARY EROSM/SEMMENTATIM CONTROL PUN (TESGP) DOES NOT CWSRNIE AN APPROVAL OF PERMANENT ROAD M DRAINAGE DEEM (E.G SIZE AND LOCATION OF ROADS PIPES RESIMCTMS CHANNELS REIENRM FACUREa URUTES ETC) Z ME IMPLEMENTATGN OF ME ]ESY,P AND ME CMS7RUCNW; MAINTENANCE, REPLACEMENT, AND UPGRADING OF TESM FACKADES IS ME RESPONSIBLITY OF ME CNTRACTM UNTIL ALL CMS7RUCnW IS COMPLETED AND APPROVED BY WE CITY. 3 ME BOUNDARIES OF ME GLEARING UW7S SHOWN M ME PLAN SHALL BE G£ARLY FLAGGED M FENCED IN ME FIELD PRIM M CWSMUCTM. DURING ME CWSTRUCTM PERTOO MO NO DISTURBANCE BEYM£ RADIOED DR FENCED CLEARING UMI15 PERMITTED. O FLAGGING AND/OR FENGNC SHALL BE MAINTAINED BY ME CMTRACTW FOR ME ME OURATON M ME LYNSTRUCnM PROJECT. 4 ME TSM FAINUTES SHOWN ON MIS PLAN MUST BE CONS7RUCIED PRIM TO ALL OMER GEARING AND GRADING ACTIVITIES; AND IN SUCH A MANNER AS TO ENSURE MAT SEDIMENT -LADEN WA TER DOES NOT ENTER ME DRAINAGE SYSTEM, LEA ME SITE DR WOLAIF APPLICABLE WATER QUALITY STANDARDS 5 ME TESLP FAaLIRES SHOW/ ON ]ENS PLAN ARE ME MINIMUM REQUIREMENTS FOR ANTaPA1E0 SITE CMDIRMS WRING nM CONSTRUCTION PERIOD, MESS TESPp FACIUTES SHALL BE UPGRADED AND ADDED TO (Ea ADDITIONAL SUMPS RELOGITON OF DITCHES AND SILT FENCES ETC) AS NEEDED FOR UNEXPECTED STORM EWNM M) TO REFLECT CHANGED CMOTMS AS ME CITY REWIRES 6. ME TEST FALURES SHALL BE INSPECTED DAILY BY ME CONTRAC7DR AND MAINTAINED AS NECESSARY TO ENSURE MEIR CMTNUED FUNCIIWNG AND META PON Z ANY AREA STRIPPED OF WGETAIIM, INCLUDING ROADWAY EMBANKMENTS WHERE NO FURMER NARK /S ANRGPAIED FOR A PERIOD OF TWO DAYS DURING ME NET SEASM, SHALL BE IMMEDIATELY STABILIZED WM APPROWD IESCP MEMXS SUM AS SEEDING MULCHING, NETTING EROSION BLANKETS ETC MASS SEEDING ALONE WLL BE ACCEPTABLE ONLY BETWEEN APRIL 1 AND WRI)BER M. S ANY AREA NEEDING ]ESLP MEASURES, BUT NOT REQUIRING IMMEDIATE ATTNRM WRING ME NET SEASON, SHALL BE ADDRESSED WMIN 15 DAYS 9. ME TESM FACILITIES M INACnW SITES SHALL BE INSPECTED AND MAINTAINED AT LEAST ONCE A MONTH DR MMIN 48 HOURS FOLLOWNG A STORM EVENT, AM AS ME CITY DEEMS NECESSARY. la AT NO THE SHALL MORE MAN ME FOOT M SEGMENT BE ALLOWED TO ACCUMULATE WMIN A CATCH BASIN DR PR£-]REAIMENT LT POND DR SILT MAP. ALL CATCH BASINS AND CMWYANCE LINES SHALL BE G£ANED PRIM iG PAWN ME GLEAN/NO OPERARM SHALL NOT RUSH SEDIMENT-UDFN WATER INTO ME DOWNSTREAM SYSTEM. It. STAOLUED CWSMUCTW LNMANCES AND WASH PADS SMALL BE INSTALLED PER CITY STANDARDS AT ME BEGINNING OF CWSTRUCRON AND MAINTAINED FOR W DMARM OF ME PROJECT. ADDITWAL MEASURES MAY BE REQUIRED BY WE CITY TO NSURE MAT ALL PA WD AREAS ARE KEPT CLEAN FOR WE DURAnON OF ME PROJECT. 12. BETWEEN NOWMBER / AND MARCH 31, DISIIMSED AREAS MAT ARE TO BE LEFT UNWWKED FOR MORE MAN 7MO DAYS SHALL BE XWRED BY MULCH, SOD DR PLASRC XWRNO la ANY PERMANENT REIENRM/OEIENnON FACILITY USED AS A TEMPORARY SETTING BASIN SHALL BE MODIFIED WM ME NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE AD£WA IF STORAGE CAPACITY AND SHALL BE GLEANED OUT ENTRELY WM PRUNER DISMARGE OF WASIEW47ER (I.E SANITARY DISCHARGE). IF ME PERMANENT FACILITY 15 W FUNCRM ULUMAMY AS AN /NF/LMATON SYSTEM, WE FACILITY SHALL NOT BY USED AS A TEMPORARY SETTING BASH. 14. WHERE SEEDING FOR TEMPORARY EROSM CM7R0L IS REQUIRED, FAST GERM/NATNG MASSES SHALL BE APRIED AT AN APPRMR/A IF RA IF (EC MANUAL DR PERENNIAL RYE APPLIED AT APPROXIMATELY SO PQUNOS PER ARE). IS WERE STRAW MULCH FOR IEWPDRARY EROSION CMMOL IS REOUARED, IT SHALL BE APPLIED AT A MINIMUM TRIMNESS M J INCHES M .;000 PDUNOS PER ACRE. CAUTIOM LOCATION OF EYJS77NG U77LI77ES SHOWN JS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACWRS RESPONSBIUTY 70 FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING 017H CONSTRUCTION. YVU MUST CALL 1-800-424-5555 NOT LESS THAN TOAD FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS /TA S60� 1211 HE grdand WAOMJ Wn 426821.8618 42E32IS81 rn. �Am.oTse jai rcaa . 'aaeua.mm )AmOvVl 40 VI RI'DANA zz J \1 Eo 0 0 0 0 0 0 0 0 W 7 W q $ e ogofo��C�� PROJECT MANAGER RO6FRT E. NUM PUS PROJECT SURVEYOR MY E. IFWS J?, PE PROJECT ENGINEER .ETERYL COX ASU PROJECT LANDSCAPE ARCERTELT FIRST SUBMITTAL RATE: 7/28106 SCALE: MM-' MIA M.: NIA e. LEW/0 4 OR WABA,7 0 is 8 _O 889 ONALL l 41-/Z /D STAID' NOT VAIN UNLESS 9GRO) AND DATED JOB NO. 03-094 SHEET NO.41OF76 02007 MEAD �I D BRONZE B PLUG MARKER a b D p p A �O D a p p AW `CEMENT CONCRETE O.ASS-5 (1-I/2) O G 7A. etc NOTES 1. CGMWT£ BASE DIMENSIONS ARE MIN/MUM. 2. CONCRETE BASE NEED NOT BE FORMED. a CITY RILL FURNISH BRONZE PLUG MARKER FREE OF CHARGE. POURED MONUMENT IN PLACE TYPE ABM MODIFIED NOT TO SCALE END CAP OR PLUG FLOW TO SECOND DISPERSAL CLEAN OUT HIRE FROM PIP£ TRENCH IF NECESSARY b �CC CP 4. OR 6• PERF PIPE n I b 'o A INCOMING 60 ADS MAX. DESMIN FLO�IW05 CPS R TRENCH) ryrA.xnvU/ U If Ie d FLOW TO NE BRANCHING MI T T WYE FROM PIPE CEPS ASS NECESSARY `GRADE NOTES BOARD PLAN 1' SO TO CONSTRUCTED AS PREVENT POINT DISCHARGE GALV. BOLLS O.D. PIPE AMA/ EROSION • 2 M£C LOMAY BE PLACEG LIRE 1REA LED 1.0' 1.0' Fy' NO CLOSER M10 FEET E BOARD * _„{ �Ay� TO ME ANOMER 3 TRENCH AND GRACE BOARD - o • MUST B£ LEVEL. ALIGN TO CLEAN ONES J 4 TO 1-1 I FOLLOW CONTOURS OF SIZE WASHED ROCK 4. GRADE BOARD SUPPORT •.� POST SPACING AS REWIRED FlL )£R FABRIC BY SOIL CONDITIONS. 'o S ELEY. OF TRENOI TO BE J' M/N. m 4. OR 60 FERF. FIVE BELOW FINISH FLOOR ELEV. QU Y-�g4 LAID FLIT WM HOLES UP HOUSE. 6. DISPERSAL MENOH TO BE 4•X4• LOCATED A MINIMUM OF SUPPORT ADJACENT SEPTIC AIN POST AI NO DISPERSAL SHALL BE ALLOMED BE ALLOWE DIRECTLY UPSLOfPEFI WWlSLOPE SECT/ON A -A OF SEPGRAITIC BRAINFlELDLD. INDIVIDUAL LOT DISPERSAL TRENCH DETAIL 'dU1Il/1C+NIH MODEL j/419 OR PIOO OR EQUAL) 45' BEND LOCATOR HARE PVC CLEANOUT DETAIL NOT TO SCALE Mons r x 1Lr LJ Laval venalBa 5)00 W. N >703N. k. uapeaM aparsid hence w leatl 9retle bosh length Wh 1 0' Per 700 s9. k. a roof area, s00 FlMura422.0 PLAN VIEW OF ROOF NTS RAMP 193E SUXas Wa¢r IX.nge MmuY 5-10 TYPICAL LEVEL SPREADER DETAIL NOT TO SCALE PORTION OF W. 1/2 OF SECTION 4, TOWN: eouvuxPLAN TrrRu a¢aMxO `�m1aM O"urtir � A loser r.4mr owner �w MIN •rmnwmam�:w aw�10d Air"w.r ...aNOWRm P.Mr W1Yx°N: �wP�`:a Wmal..lw YJmMMWswwMI,W A Irw4Wml MrlrwMfMN. F F. TRWR"T�l WMwWNx WAYP mazA RTWr Axpum PLAN Ju �A .. 74 NWrIei WW iKIFP Z7 N., CENTER RNi AT NIfpSECNYI OF cR WN i PWITER smv SINGI P RAMP SIDE WMx #pVN1FA SIIbP KANUt U too W.M. At ME SmP vARMTXEQ i�c i LOCASON SOURED) 12 G(qtl 3E q. 2' Q1 pPM'SgX JOIN tt1EDTMEE wAIm1N0 Y BAR (sFE OEIuU EIYM MO ") SECTION A -A A DETE ma wADUN PM1EP11 (3EE DUN :4 D ® 10I III Nl \ 1 *BHP R *P REQUIRED PLANNOTE a `EF XUIE ] A WHEEL CHAIR RAMP DETAIL H I�E WTO1 CUR RAMPS TO AWID CONFLICTS ARE ENDING GTCH BASINS WHERE FEASIBE. m 2. L]GlE NEW CATCH E SINS TO RICK UP SURFACE WAVES BEFORE CROSSING RAMPS WHERE FEASIBLE 3,12 TD 1 RAMP SLOPE 15 THE MAXIMUM NIVMIBIE 4CH PLAN_ SHOULD BE DECREASED WHERE POSSIBLE, 4. UPM90N JOINTS SHALL ff PLACED AT ME LOLAIIL L`.Y1r 'TT` SPERM EVSHOMERO JOINT MMTERVL SHALL. BE IN L1 CONFORMANCE TO SECRCN 9-Kl(4) OF ME WSCOT '\� ELEVp110 N STM'WO SPECIFlGTONS. 5. SIDEwAC NDM SHAD. BE PER-ARPRSrID Pures AND/we DETECTABLE WARNING PATTERN DETAIL AANWEO DEiu15 B-t TPxu B-a(e}1 1x PPPENpX "B" CITY OF 1C]EENT APPROVED, ENI � fi. DETECT(91£ WARNING PATTERNS NAY SE CREATED BE. WHEEL CHAR METHOD THAT WILL ACHIEVE ME TRUNCATED DOME J NT RAMP DUMB DIMENSIONS AND SPACING SHOWN Poison, ow: Fl x� m A ], DETECTABLE WASHING PATTERS AREA BULL H RrTANpNO INIWTATE YELLOW' 6-7 MIN. A 1-5/b• 2-5�0' B 5/R' 1-1/Y C ]/16• J/4• D ] 1-T/Ib• SA aa SINS ix.y ?2rm�ADE - BOARD NOTCHES GRADE BOARD NOTCH DETAJL K)INIS - A DUMMY JONT SHALL BE PLACED AT ME CENTER OF ME DRIVEWAY. CLEAN AND B• P£RF. PINE EDGE ALL JO'NES LRADE U/D FLAT Y&. BOARD MAIFFIALS -CONCRETE SHALL BE CUSS B: INSTALLATION - MAXIMUM RECOMMENDED DRIVEWAY GRADE IS I= FINISH - WE CONCRETE PAVEMENT SHALL BE BRUSHED TRANSVERSELY HIM A FIBER OR HERE PLAN CB AS BRUSH OF A TYPE APPROVED BY WE ENGINEER. CunMry nu PI AMC ADA ACCESSIBLENRESIDENTIAL DRIVEWAY TO SCALE K (aTa nss V�WG I r0• C COURSE 9JWN4N ICI COURSE. 9• MIN. C@1N SECTION A -A 5. DFOR W 10 N 4 HD R 11115 SOUL NOT HI [ROCIED IMMUNE NAME THOU 4 IDURS. SS FOR DM R011 PRDADE SMDIRETE TT]APoRHE MOER FOR CfVELOPED LO5 WHEN w DIRLTTED BY n¢ ERIRxxFFn. z GROUNM RRADLs RNL a ANCIS To wrtx Dlgmlc Infe OR ITHE INNER, MM15 R10YAL MEN RT CREC1Ep (N ME fWINEFA. 3. DUMB SHOWN ARE Pal ME MINER RESOMS THE w015r TO Rfls DEr m B wl ROM CONCDONS. 4. EXPO S OM .RNNTS RNLI BE PLACED AT IV N W SENDING. EUAOMEIRC JOIN wTENN s IN W (X)1FOMANK;E TO SECTION 9-U4.1 (4) OF ME NSDOI STANDARD WEEMGMWS. NOTES, 1. MIS WENCH SHALL BE CONSTRUCTED TO PREVENT PENT DISCHARGE AND AND EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL J INSTALL GRADE BOARD SUPPORT POST AT A 5 FONT MIN. SPACING SECT/ON A -A LUMBER OR APPROVED EQUAL LEVEL SPREADER DETAIL NOT M CCAI F STORM SERVICE MARKER POST NOT TO SCALE CONSrnUCnoN SEQUENCE 1. ATTEND PRECONSTRUCIFON MEETING. 2. CONSTRUCT PRIMARY ACCESS TO ME S']E. ME PRDWARY ACCESS IMLL BE AT ME EAST END OF ROAD A AT ME NORM ACCESS INTERSECTING WW 124M AVENUE SE. 3 FILL ON -SITE ADJACENT TO 124W AVENUE SE TO CREATE AND INSTALL ME CONSTRUCTION ENTRANCE A INSTALL DATE AT CONSTRUCRON ENTRANCE. S CONSTRUCT WM WASH PAD. 6. ESTABLISH AND FENCE AKA9 SHACK AND STAGING AREA AT TRACT O RECREATION AREA Z. ESTABLISH AND POST EMERGENCY PUN NOMINATE PONT PERSON IN CASE O- AN EMERGl NOMINATE RSON TO FUG DOW EMERGENCY ICHICLES B. BEGIN PHASE ONE OF ENO PHASES TO INCLUDE COVCURRENRY, STRIPPING ON -SITE CUT/FALLS GRADING WALLS AND FINISH GRADES OF LANDSCAPE AREAS AND LOTS AND ROUGH SUBGRAD£5 OF ROADS. A PHASE ONE WLL BE THE MIRMEAST PORTION ON ROAD A AND ITS COLLECTORS TO WE NOTM. PHASE TNT/ HILL INCLUDE WE SOUnINEST PORTION OF ROAD A AND ITS COLLECTORS TO M£ SOUTH. 10. GRADING IS PLANNED FROM NORTH TO SOUW. if. ALL TRENCHES SHALL BE BACKFlLlED. FOLLOW HSOOT SPECIF?C VONS FOR LEWIN OF MENCII EXCAVATED AT GIVE TIME AND BACIVFILL REQUIREMENTS 12 TEMPORARY EROSION AND SEDIMENTATION CONTRIVE SHALL BE INSTALLED R PUN AND R BEST MANAGEMENT PRACRGES 13 SILT FENCE SHALL BE INSTALLED UPLW MWILIZAnW OF WE SITE AND PARIS TO CLEARING ACTIWnER 14, INTERCEPTOR SHALES WILL BE CONSTRUCTED Ninth ME ESTABLISHMENT SE ON -SITE RIGHT-OF-WAY AND LOT GRADES 15 EXCAVATE SEDIMENTATION PONDS FOR PHASE ONE. CUTS SHALL BE USED FOR PHASE ONE PILL AREAS. IS STRIPPING AND CUF/Fl ACTIVITY IN PHASE ONE WU BE CONCURRENT. PHASE ONE HILL UST APPROXIMATELY 59 DAYS. STRIPPING AND CUT LL ACTIVITIES ARE EXPECTED TO AVERAGE A QUANTITY OF 6,000 CY/DAY. IT. CLEARING AND £ARWWDRK AC WTIfS HILL BE COOARDINA)£D TO M/N/MIZE )HE NATIVE SOIL S>MPPEO AND EXPOSED TO MINIMIZE EXPOSURE WRING INCLEMENT WAVIER. EXPOSED SOILS WELL BE STABUNED/MULOIEO AS FINISH GRADES ARE ESTABLISHED IN LOT AND LANDSCAPE AREAS AND ROUGH SUBGR I DE5 ARE ESTABUSHED IN WE ROWS IS. MINIMIZE OUST USING A WATER (RUCK. 19. PUBLIC STREETS SHALL BE KEPT CLEAN A T ALL TEAM ANY CRT TRANSFERRED INTO PUBLIC MGHT-OF-WAY FROM ME SIX SHALL SE SWEPT. 10. EXCESS FILL HILL BE STORED /N A PLASTIC COVERED STOCKPILE IN M£ M]URE DEVELOPMENT TRACT ADJACENT TO 1241E AVOMUE SE, SCUM OF 12JRD PLACE SE. 21. TIMR AND WASTE MAKINGS HILL BE HAULED AWAY MOW M£ SITE USING WE PRIMARY SITE ENTRANCE ON 124M AVENUE SE AND THE ESTABUSHEO HAUL ROUT£ AND TRAFFIC COMROL DESIGNED BY ME TRANSPO GROUP. ME HAG. ROUTE 15 SR 16. 22 PHASE TNO SELL BE ME SOL/WEAST PORTION OF ME STE AND It UST APPRONWAIELY J5 DAYS 2J PHASE TNO EROSION CONTROL AND GRADING ACTIWTIES ARE SUBJECT TO ME SAME CRITERIA AS PHASE WE AS A MINIMUM. 24 PHASE TVWL INCLUDES THE MOBIUZAnON � A SECOND CONSMUCTIW ENTRANCE FROM 11BM AVENUE SE. 116W AVENUE SE IS A SECONDARY ACCESS TEAT WILL BE USED MINIMALLY AND FOR ME LIFT STANW AND DRAINAGE SHALE CROSSING CC✓SMUCTION 25 ALL ON -SEE EAR WORK( GRADING AND STABILIZATION ACRWRES FOR PHASE GIVE AND TNO ARE EXPECTED TO BE COMPLETED IN THE EARLY FALL OF 2006. 26. IN BOTH PHASES, THE TRACK ACTIVITY WILL INCLUDE PICK UP TRUCKS WMAP TRUCKS AND LO REHOM INITIAL ENHANCE INTO THE SERE AT 124M AVENUE SE WILL INCLUDE SCRARS AND "ROE EQUIPMENT REQUIRED FOR GRADING ME SITE ME INTENT BY CONSTRUCTING AN ON -SITE HAUL ROAD 15 TO MINIMIZE ACCESS TO AND FROM ME SITE AND CONTAIN ACTIWTY ON ME SIT£. 2Z. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY. ADDITIONAL WSPECRONS SHALL OCCUR ON DAYS HIM HEAVY FREOPITATIW. 2B SHOULD ANY EROSION CONTROL MEASURE BE DAMAGED, REPAIR SHALL BE IMMEDIATE. 29. ADDRONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IMM£CATELY SHOULD ADDRONAL MEASURES BE REWIRED. 3a WE KING COUNTY DESIGN MANUAL AND REQUIREMENTS OF ME CURRENT NPDES/SW'PP REGULA TONS SHALL SE FOLLOMEO MROUDHWiCONSMUCnON. X. EROSION CONTROL MEASURES MAY BE ADA/STED AND RELOCATED AS CONSTRUCTION PROGRESSES M. ALL TEMPORARY EROSION CWMOL MEASURES WLL REMAIN W PLACE UNTIL ME WVERNMG AGENCY APPROVES REMOVAL PERVIOUS ASPHALT PERVIOUS COARSE ASPHALT AGGREGATE THICKNESS(IN) THICKNESS(IN) 2.5 e PERVIOUS PAVEMENT CROSS SECTION NOTTOSCALE SPECIFICATIONS 1e PEWO P.arm SPNFKATRNW 1 i mewo�Rc 12 wsrxsNQAURAvmW.eMe NAIFIIIPLAMa10EOlEMIL Y91OM1dTEAN60➢diKKWLY. ex:1Xi�sx:ul:e�wnz`m'wTgNva. wPEFspaM wIMTxEwraANDMua'PidPEvdMTMW xaawAP>QwNNE 1z1 PflMWB4ifWLT.TIFPEAVKK4AMIMLT&WLmEETT1E FaEQWxaePSaPluYgw A oRwTwx wire xPPbmNO 9 D1tl x N Y Im Am Be AND Us ek PAMEMENSE enuMBxwN mMen. bea m qvA wsw d TorN wW a1rt aE TxO AaZSINYPL .P9NYIDA�M1.�,rF1FFM11PE M x«t:EEzalxcx TMwL�u aUnPT.�xreu�iwza TreraMwTle M �AEIWEdiW'PN010F CdP.ACTATMLTIHA[mOAMIETRIM MWATKM �-WE91]I. QOMEPAW CpePACPNRMLi. ' �aqBQATIVTwaMW M A SI3IIECH xrenalx0 ]MINCx 41 1NINA! %N 3M INCH We NIS CRIA1EOMp axN1uYIEFY w]WrarNPNO R Dow Famorri OR anWW um"odem ME wPATgN. ME FILTER COURSE GEOTEXTILE FILTER FABRIC MIRAFI 17ON OR EQUIVALENT SATISFYING WSDOT STANDARD SPEC 9-33.2(1) TABLE 3 FOR SEPARATION WITH A MAXIMUM APPARENT OPENING SIZE OF Ul / c� x�F1EYwmxBE A sANe�� x m iX0 x os wIMP.bSIF9KCPo19xFD B. AC.fiREGTE W0.9L9W TE CdIRACTORmp®fM191ME PMMUBPffiYALTBURCICB VH BCMPL®RITECMFIEIN /IXMIEdR W RN MINiMLL pBNRB4H3. RBCAGFIEM C£ FlLA! �n E�wlrxcmwMwoulDuwTERwrn:nOnvwTaLBYTPW UZA A QEOPFz EF[R RSx LPJ_Pl DCx NI.TM1E&IB0.WE8C W Fgmaus P.vdF.rr� c a. 6®1IXTNEF0.1ER61WLCIXIaIOTCf NIRAFl 1lOX0RE4NVNP.Vf WITHARWIINY 'M4MFMl�OPENFMB �10:hJf0R6F➢ARAnd C. MININWWEWIPI9LIHHMFERRFAPIFCyW WWNBIEO sud TMr uvsTM+ AM1 a cET u ArovE SoxxmvuA axeEr, 11, 1]b &IAKIMDE A tU�N� OHCVNMFCAiffULLY EaDC6FP MCPROrECTEPFPU'I ndpGn CCxFFCTiQX MOMCde1nUCTId EWIPuwr rreweoWru ewwmRaxNLal el m`xwsE`ie'omRAo nEd FIGUr.E 9 PERVIOUS PAVEMENT CROSS-SECTION AND SPECIFICATIONS TriadiVerdena Walking TreIUWA Golder Associates / ASSOCIATES �Aw. NE Kirkbltl. WA W(M-3913 AMU1.SN6 42SA21.3401 d BW0DAB9AT5BMIhro Y RRO 11 J.W 40 VIFIR ®AINA N /� Q 3 a/J ti � N Q r CV) r Q' O LU O N Cc Q Q cc LU zz O LLI h U m 0 0 0 0 0 S Y y � o o �e $ zW �a ROY E. LEM£ AN.., PE PROJECT RAVAGER R09ERT E. WAL USO FILE PROJECT SURVEYOR ROYE 1£M$ AIR, w PROJECT ENGINEER ,EEFFRY L COX ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7126/06 SCALE: TWNL.: N/A YBD.:N/A e. LEWJB 4 OT WABA.A ro is e _O Bee ONALL l /D SFARP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03_ 094 SHEET N0. 420E 76 02007 TRIAD I Eel TRACT L I II `I � tll 256 I 1 257 L4 --�>. I � 1 INSTALL i ON, ' METER W BA PREYEN CITY OF TD 0 TRACTACT 256 ED'n/ HOA. SCALE: 1" = 40' 0 20 w 80 259 T ro 24 All Lr '�DEFLECTKA' � til � ri PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. TRACT I ' f f SENSITIVE AREA frxr of � !/• 1 v' `.`, 7+741� SU0'1 .... _,'' .v A 1Y it l WA1ER LAW \£ND %Pf D00' Li'/ l \, vI, �aruiRuc 00au �{-e,nl r d �, v� �'.`..�� i. v 264 263 SERE WATER. UEIER 0/ ' ,!. RER CI OF KENT / APPROVED PI�LM � WORKS OFFl (T1P) r 1 LT y" LT Aw Pc T A55'Y' STREETI 295 293 `0 - a333333333333vo ..EpEE .... `y:p............... .:.a:::::::: FIRE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERATING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SING.Y.E—FAMILY RESIDENTIAL DOMESTIC WA TERLINE/FIREUNE PER CITY OF KENT STANDARD DETAIL 3-15(A) r • p r a / 4. . I / •-I I- • I • r I. •I •I r I I • _ _ __ • .I. IF L I I L' i i¢I¢ - • w r r-I ��I 13 r LJWWA�R -- D d 11 MO SEMENT, SHALL BE / ' r W/ Fina ©CK/NG \ r Z 301, 1 302 �0� 304 i - � II+60.41. 9.6f' R1 EE SHEET 43 £X. 18" WATER TRACT AAA., N IT FENCE UTILITYYp 14+BS 2B ]4 LT — r r TE£ s 112 G4 iE VALI£ J N f—IB' GALE VAL -JYY 2 I—IBBIJND deLgVF/ECJ TO EX. IB' A N er1aB vm�EV LOCAn S . 18, k� )AND EC NP [Gt055/ G) WA gY W — EX 24 NWA T IAp W \1 941 - -- W 12 I BEND w/�avc. ecocxurc 33T .:. £X ABANDONED 18 WATER MABY t SWALC BF,�fKLEO w CDF # 2 I I PT = 12PT +2IC m V.1 I (NO SA01 9VIV,� �, BE eurcr Its � /1 iVti1J I 1 _ AS90CIASE9 211 HE wni.na Wil 426A218N8 l .i 911ax e408,07to I ,,,A,,d... ..m Ak r YARROVJW development 7 CT ORIYEWAY bJ C I\ E'D A I V A eleel :XMTBKWAiFR MAIN J I rWr IN J 2 J w 4 W 1EASE Q 3 ATE 11NT Y KENT DETAK J—J(A) r0RS (FL.Md) amw a � 1 EEI 1 �EEI a ti Y PROJECT .'a PROJECT8 ..JECT :II I N:1' E YL = All PROJECT LANDSCAPE AHCHrrECT FIRST7128106 1 S WATER MAIN RIM AND NUT ,. 3 ..O LLLL - n......................................... CAUTION LOCATION OF EXISTING UnunES SHOWN ISAPPROXIM, INCLUSIVE. IT ISTHE AND ACONTRACTORSS RY NOT BE RESA IF OR ALL POrl AUTY 8BB ONA��~•� TO FIELD VERIFY LOCATION OF UTIUTIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 41-1 /Q 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. STAMP NOT VAW UNLESS SDN® AND DATED LOB NO. Well EEBEf NO. 440F 76 02007 TRIAD ASSOCIATES l a� o Ill :2 H '. - � -,-- .. I — .. — .. _ . . tI .. _ .. _ .. _ .. — .. _ .. — .. _ .. _ .:. y I -a s111 t t 67: t 11 y I. �I t,ttttttttt W ENs+HO Se c1r 4 ,v w �\ w .I, v� 11 4 w 3so 3e6 w w w _ ., `w Id. / .u--. w � - � . L .Tee ± f l —_ _, _ v J, J, V, �.J�.=„=OII� AIL-'r- i� 11 , ,"',��, _,,,_-, , 41W it ---- �� --- SCALE: 1" = 40' 0 20 40 w FIRE SPRINKLER SYSTEM W7H A 1' METER REQUIRED FOR LOTS 1-7, LOTS 3B-57, LOTS 97-120, AND L07S 131-146 PER CITY OF KENT STANDARD DETAIL 3-15(A). •6 • ZI lI;I na,.l....A G. \.mw...t.v OO =, y� ��33B3v y, oyvolyy fil s T .�,.. l.. ti,........3•....,.... .... ,a..-m,.,a.,,�-...�... - s? �� �� �� �,,. �� �� �� �� °�� I�? 3�°I���ydyoydyoyy?��yy� dy ...1syi s�`ys sys s = n : t.aMm�•n:��u ^...,22 ..r a. a........n.F:.w. T :,: ==y���I��� ���i�yo''y'yyyi°iy - .s°I��aI�IaI��I��I3I3I3 aly+r slo3�ilylyy�yyy :yy - - ..... ...........,L.,L.,L..t... ......... y y .LI ...,. . ,. s — — ® -• . . j� ■ :.... : a Y -R�`-a tr� - a ..... 'T�Y'�° �� ",', ,,,,. 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Sy. .......................... ......................:::::a::.. ,:.i -. y ..; p... >� 3y fit ys 3 IM • 4dr' ,,,,,,,,, ,,, tII > + 9 r�:: y yI1It:. y s ..I'llIIIIIIIIIIIIIIN"I ii 11 ...� IIII'l .: '• 4p i ay a ......:I3�°p03i37II3Tpgvg�3���3g°t 48B •4n?�Ui s, ': s to )?'' ..—_ �ifiPt9ddd9.9.9.9.9U c3*sa':Tn •�. —_ ......"I ......... ALL PIPE SLEEVES SHALL BE PER CITY OF KENT- STANDARDS Ill MAINTAIN 800' BETWEEN VALVES PER CITY sTOS FIRE HYDRANTS LOCATED /N THE VICINITY OF P WHEELCHAIR RAMPS SHALL MEET ADA SETBACK REQUIREMENTSit INTEGRITY OF 24' WATER LINE SHALL BE MAINTAINED. 24" WATER LINE SHALL NOT BE UNDERCUT DURING CONSTRUCTION OF 07HER UTILITIES DUCTILE IRON PIPE SHALL BE CLASS 52. FIRE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERATING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE-FAMILY RESIDENTIAL DOMESTIC WA 7ERLINE117RELINE PER CITY OF KENT STANDARD DETAIL 3-Ig A PIPE DEFLECTION NOTE' - WA TER PIPE CAN BE DEFLECTED 4' MAX PER CITY OF KENT STANDARDS 290' RADIUS lS MINIMUM RADIUS THAT CAN BE ACHIEVED, ASSUMING 20' STANDARD PIPE LENGTHS i—DIiE HYDRANT A65•Y (6IM0KUD) 1-8- CATS PRD eeue STRETrT INwc MS w/ cava WATER MAIN AS -BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROMMA7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 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 BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS /Tso 1211 NE KiANW. WA B8�3 e wle 425 E2134E1 � e800.4W OT56onu rvw YARROWBAY �P devclo mint 40 VIF!R®ANA � 0 Q ?$ N Q Q 3 Q 11� 17 2 � ao a c Q ! Lip " ` W Y `Q he �Lu � ti Q w Y L4 0 m '' U tgI9a6669 �0000000 1 k 7 4116 Ng o a m M pp I I m U g m �� II 2 � 5� �Ce � 4 0 of o c $ z� ROY E LEM£ . ..- PE PROJECT MANAGER R09ERT E. WA" PLS PROJECT SURVEYOR ROY E 1 wtg X... PE PROJECT ENGINEER .EfTFRY L L'OK A£!A PROJECT LWSCAPE ARCRTFECT FIRST SUBMITTAL DATE: 7128106 SCALE: R :1•-lra' peTMIA LEWN O•`I p WABg y ro is e _O Bee 0 ALL l 7-f /D SFAMP NOT VALID UNLESS SIGNER AND DATED JOB NO. 03=094 SHEET NO. 46OV 76 02007 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. W'J Ia, CyZil mup �Mf WATER MAIN AS -BUILT INFORMADON IS SHOW BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS CAUTION LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS IHE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING WTH CONS7RUC7ION, YOU MUST CALL 1-BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY UNDERGROUND U7ILI77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANDAL REPAIR COSTS. /TA Saolllllllllllllel so 1211 HE Wand ll 14l5mi.BN8 42E02r.3401 fax eoa.408,0756 roll free ARRO VV iJL""11 ®/ v 40 co W J_ co 4 W ~ � O Q ml 2 Q O 1cc � J J � p O Q � h ` W Cc Lw 1W v11,, / V O cc m zz J �0000 t; �@mac 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. WA PLS PROJECT SURVEYOR MY E. ( ff$ . .., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: MM-1'-40' M.:Y-4• WA WABge y� a m Beeis 0 ALL ~ 41-/Z /D STAID' NOT VAUD RNLESS BIDNER ANR DAM STORM AND SEWER CONVEYANCE SYS7EMS ARE SIONN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WATER OESGN, SEE APPROVED SEVER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESGN. 02007 TRIAD JOB NO. 0 ,, 0 n w SHEET NO. 61OF 76 =' 430 441 420 410 rMij 430 DUCTILE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETNEEN PIPES WILL REWIRE FOAM PAD OR SAND KEDGE PER CITY OF KENT STANDARDS. STORM AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON IHESE PROFILES SEE WAIER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEVER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. WRIER MAIN AS -BUILT INFORMATION IS SHONE BY RIM AND NUT ELEVADONS SURVEYED AT VALVE LOCARONS LOCATION OF EXlS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS IHE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING INTH CONSTRUCTION. YOU MUST CALL I-BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA710M WHERE ANY UNDERGROUND U77U77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. 02007 TRIAD /IAS RLAD -Am NE MWand leel 1425ml.BN8 42E02r.3401 fax eoa.408,0756 roll free zz J �0000 t; @m4c 0 0 o c $ WY E (£X1S A.., P£ PROJECT MANAGER RO&9!T E. Ill PLS PROJECT SURVEYOR MY E. ( WM . .., PE PROJECT ENGINEER ,AT£RYL CO,Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: e11[7,1'-40' M.:Y-4• WA WABge y� a m Beeis ONALL ~ 41-/Z /D STAIR NOT VAUD UNIESS Ml3NER ANR DATED JOB NO. O m o n w SHEET NO. 62OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. GENERAL WNSMUCnN NOTES I. ALL WINK AND MATERIALS SHALL BE IN ACCORDANCE WTH THE LATEST EDITION OF THE ON OF KENT STANDARD S ORCAHONS AND WSDOT/MWA STANDARD SP£OFICARNS LATEST MOW. THE ON ON LENT RESERVES THE RIGHT TO RE.ECT ANY DAMAGED AND/0.4 NM-COMPUMT CONSMUCRM MATERIAL 2. PRIOR TO ANY L'ONSTYUCnON ACTiWTY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCnN COVOTRLNCE WTH THE CITY N KENT C2NS7RUCn0N WSPECRN PERSWNEL BY PHONING 253-856-5500. •�WJZVti{N'.:;:la.`la'.i:✓<Nr,':FYBiRNi[:T/FyL•/J:i..N.'lExp, 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED TO OBTAIN STREET USE AND ANY OTHER RELATED PERMNS PRIOR TO CONSWCnW ACnWTY. S IT SHALL BE WE SOLE RESPONSIBILITY ON WE CONTRACTOR TO OBTAIN STREET USE AND ANY OWER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACNWN.. CONTRACTOR SHALL CONTACT THE UNDERGROUND UTUBES LOCARON S'ERWCE (1-B00-424-5555) AT LEAST 48 HWRS PRIOR TO CONSTRUCTTON THE OWNER ON HIS REPfUMAITARW AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFUCM EXIST. 7. LOCATIONS OF ROADWAYS. BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. IMPROWNENT AND STRUCTURE LOCA TONS SHALL HE FIELD SET BY SURWYN/ENGTNEER AS REWIRED. SAWED, PR WHELP MIT LINES A IEMWRART COLD MIX PATCH MUST BE PLACES IMMEDIATELY AFTER NO(RU AND COMPACRON. THIS EXISTING ROAD MIT SHALL BE REPLACED Wild AT LEAST THREE (3) INCHES a COMPACTED G B"ASPHALT CONCRETE SIX (6) INCH CRUSHED ROC( SUWAGNG TOP COURSE (5/8 INCH MINUS), AS REWIRED DEPENDENT UPON A SOILS EN(MNEERS RECOMMENDA TIN AND TESTS. IN NO CASE SHALL WE REPLACEMENT BE LESS MAN THE FlJSTNG SECTN. GENERA/ NOIF.S - WARR 1. ALL WOW MATERIALS SHALL BE IN ACCORDANCE WW WE LATEST EDITION ON TIE ON ON KENT STANDARD SP£GFICAnONS AWWA, AND WWOT/APWA STANDARD SPEQRCAnONS LATEST £DITIN. 2. PRIOR TO ANY CONSTRUCTOR ACWTY, WE CONTACTOR SHALL SCHEDULE AND ATTEND A PRE-COMSWUCTN CONFERENCE WTH TIE CITY A KENT C0W7WICnON INSPECTION PERSLWNEL BY PHONING 253-856-SS00. J. AN APPROW2 PLAN SET MUST BE M W£ JOB STTE W MEWR CONSTRUCnM IS IN PROGRESS 4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CNSBI(/CIED IN ACCORDANCE WTH THESE PUNS ANY DEWATN FROM THE PLANS WILL REWIRE APPROVAL MOV PIE OMER, ENGNEER AND APPROPRIATE PUBLIC AGENCIES 5. IT SHALL BE ME SOLE RESPNSYBIUTY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PWON TO ANY CONSTRUCRM ACTNTY. 8 ALL LOCARNS ON EXISRNG URURES SHONE HEREON HAW BEEN ESTAWSHEO BY FIELD SURREY ON 097AWM FROM AVAILABLE RECORDS AND SHWID THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RLSPONSIBILITY OF WE CONTRACTOR TO INDEPENDENTLY WRIFY THE ACCURACY a ALL THE URUTY LOCA TINS SHOWN AND TO FURTHER DISCOVER AND AMD ANY OTHER UVUnES NOT SHOW HEREON WITCH MAY B£ AFFECRD BY TH£ IMPLEWMEAnON ON THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND URURES LOCATION SERWCE (1-BW-424-W55) AT LEAST 48 HOURS PRIOR TO CONSWUCMM WE OWNER ON HIS REPREMNTATV£ AND THE ENGNEER SHALL BE CONTACTED IMMEDIATELY IF CONFl.ICM EXIST. CITY a KENT INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO WE PROPOSED CONNECTION ON WE EXISnNG MAIN WE INSPECTOR WU ARRANGE FOR WE SHUT DOWNS AND NORFY THE WATER DEPARWEN'. M£ CMWACTOR SHALL EXPOSE WE £XISTTNG MAIN AND PROWDE ALL NECESSARY RMNGS FOR TI£ B TlSYN CUBES FOR P/GGNG"STALL BE INSTALLED IN THE NEW WATER MAIN AT THE INITIAL CONNECTION AND AT EACH LA7ERAL f THE NEW WATER MAIN. THE WATER &WSW SHALL PRONDE THE CUBES PICKED UP BY i CONWACTN AT WE WATER DIWMW SHOP LOCAIED AT 5R2/ S 240M STREET. 9. PRESSURE AND PURITY TESTING SHALL BE DONE IN WE PRESENCE a AND UNDER WPERNSON OF THE CITY OF KENT, PUBLIC WORKS DIRECTOR AND/OR HIS REPRESENTATIVE WE CNTRACTOR SHALL PRONDE PLUGS AND/OR TEMPORARY BLOW -OFF ASSEMRUES FN TESTING, FLUSHING, AND PARITY SAMPLING ALL WATER MAINS SHALL BE INSTALLED AND TESTED IN ACCORDANCE VW AWWA STANDARD C651-92 AND SECTN 3B ON THE CITY ON KENT CONSTRUCTON STANDARDS WATER SERWOM M9 (2) INCH AND SMALLER INSTALLED PRIOR TO WATER MAIN TESTING SHAD. BE TESTED WTH WE WATER MAIN, 11. ALL WATER MAIN PIPE SHALL BE CEMENT -LINED WCnLE IRON CONFORMING TO MST-A-21-11-1977 N LATEST R£WSIM, THILO(NESS CUSS 52. CEMENT MORTAR LINING AND SEAL COABNG SHALL CNFORU TO ANSI A-21-4-11-1974 ON LATEST VERSION. (PIPE "NM SHALL BE PUSH -ON, MECHANICAL .XMNT W FLANGED WW RUBBER GASKETS) 12. ALL RTTINGS SHALL BE CAST IRON, N WCHLE IRON, CEMENT-INEO, CLASS 250, UNLESS OWERWSE S aRffl, CONFORMING TO ANSI A-21-11-1977 N LATEST RENNIN. ALL FITTING )DINTS SHALL BE DRILLED W ACCORDANCE WTH ANSI B-I6.1 AND SHALL BE 125 0.. CONFlWRATON UNLESS OTHERWSE SRECFTED. 13. CONCRETE BL"ING SHALL BE PLACED AT THE TEES CROSSES BENDS AND OTHER APPURIENANCE3 AS SHOW) N THE PLANS N AS DIRECTED BY ME DIRECTOR. %OQUMG SHALL BE MASS TIRES WOUSAND (3000) CEMENT CONCRETE MIX CONFORMING WM SECTION 9-031(4) N THE STANDARD SPECIFICARNS POURED IN PUCE &. WG SHALL BEAR AGAINST SOLD UNDISTURBED EARTH AT THE SIDES AND BOTTOF CY THE TRENCH EXCAVAnCN AND SHALL BE SECURELY NAPPED WTH 4-MIL PaWWYLENE SNEIMNG PIPE BEDDING SHALL BE APWA CLASS C: ALL TRENCH BACKFTLL IN AREAS N MTURE PAVEMENT N STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT ON WE MAXIMUM DRY DENSITY PER ASTM D1557-70 (MOMR0 PROCTOR). ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT. 14 ALL WATER MAINS TEN (10) INCHES AND SMALLER SHALL HAW A MINIMUM COWR O THIRTY SIX (36) INCHES BELOW KNISH GRADE ALL WATER MAINS TWELN: (12) INCHES AND URGER SHALL HAW A MINIMUM COVER W FNTY EIGHT (46) INCHES BELOW KNISH GRADE. WHERE UTILITY CONFLICTS OCCUR. WI TER MAINS SHALL BE LOWERED TO GEAR. A MINIMUM ONE (1) FOOT VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL UFITES A REINFORCED STEEL. MARKERS SHALL BE PLACED AS DIRECTED BY WE ENGWEER AND SET AS TO LEAVE EIGHTEEN (18) OUCHES EXPOSED ABOW GRADE. (SEE STANDARD DETAIL 3-4 /N APPENDIX 9 ) 16. ALL Fl HYDRANTS SHALL BE COMPRES9N TYPE BREAK -AWAY (WAFFK' MODEL) HYDRANTS [COREY SME HYDRANTS ARE NOT ALLOWED) CONFORMING TO AMA C502 UNLESS OWERWSE SHOW,, AND INSTALLED IN ACCORDANCE WIN CITY OF KENT STMOARDS WE HN)RMT LEADS SHALL BE A MINIMUM ON SIX (6) INCHES IN DIAMETER. AUXIUARY VALVES SHALL BE INSTALLED IN WE HYDRANT LEADS LOCATED AT THE CONNECTION TO THE ON MAIN ALL HYDRANTS SHALL BE MOPPED WTH A DRAIN. A GRAYLY POCKET ON DRY COIL SHALL BE PRONDEO. HMRMT DRAINS SHALL NOT BE CONNECTED TO STORM DRAINS M LOCAIEO W hW TEN (10) FEET N N CONNECT TO SANITARY SEWERS HYDRANTS SHALL BE PAINIM W H TWO (2) COATS OF FARTHEST WJNDERO.O a#M SET HI -PERFORMANCE ENAMEL PUWC HYDRANTS ARE WITS j1100 SERIES AND PRIVATE HYDRANTS ARE YELLOW /X34n. PRIVATE HYDRANTS REWIRE ANMPROWD DOUBLE CHECK DEi£ ASSEMBLY LOCATED N PRIVATE PROPERTY. CONCRETE FIRE HYDRANT WARD POSTS FURNISHED ANDND INSTALLED C W£ FIRE HYDRANTS H DIRECTED WAIVER IX ENGNEER. THE WARD POSTS SHALL MADE N REINFORCED CONCRETE EIGHT (8) INCH IN NOTBESIX (FEEL) LNG AND BURIED TO E A MINIMUM DEPTH W THREE (J) FEE(. WARD POSTS SHALL NOT BE SET HIKER THAN ]HE TOP AL WE FlR£ HYDRANTS THEY SHALL BE PLUMB, AND WERE TWO POSTS ARE USED AT A HYDRANT, THEY SHALL BE SET WTH TWO TAPS AT THE SAME ELEVATE. TNT, EXPOSD PNTIN ON WE WARD POSTS SHALL BE PAINED WTH TWO (2) COATS ON NH/lE CONCRETE PAINT, APPROVED BY WE ENGINEER. (SEE STANDARD DETAIL 3-I & 3-1(A) IN APPENDIX 6 i7. USING WATER FROAF HYDRANT$ MOWOFFS, WATER SMWCES PRIOR TO MEI£R INSTALLATION M OWER SOURCES OTHER THAN THE APPROVED MAIN LINE GONNECRON REWIRE A USE PERMIT, METER AND GHECY VALVE ASSEMBLY ISSUED BY IHE WATER DINSON. PERSONS USING WATER ILLEGALLY WLL BE PROSECUM. 19. WERE WATER MAINS CROSS SANITARY SEWER MAINS, AND LESS THAN 1.5 FONT WRnCAL CLEARANCE EXISTS BETWEEN WE TOP OF THE SEWER AND WE BOTTOM ON THE WATER MAIN. WE SANITARY SEWER SHALL BE CONSTRUCTED N RECONSTRUCTED W W MASS 50 DUCRLE IRON PIPE FOR A MINIMUM HDRI20NTAL DISTANCE ON TEN (10) FEET M EACH SIDE ON THE WATER MAIN WITH NO JOINT. W FOR GROSS CCWNECnON BAMaOW PROTECTION STANDARDS USE WE LA TEST EDITION W WE CROSS CONNECnON CONTROL MANUAL PAORC NORTHWEST SECnON - AMA. V. ANY OPEN CUTS ON EXISTING PUBIC ROADWAYS SHALL BE BACXFILLED AD COMPACTED IN ACCORDANCE WTH CITY N KENT STANDARDS ALL CUM INTO EX/SUNG ASPHALT SHALL W ALONG MEAT. CONTINUOUS SAW CUT LANES A TEMPORARY COLD MIX PATCH MUST W PLACED IMMEDIATELY AFTER SAMRLL AND CNPACTIW. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR THREE (3) INCHES ON COMPACTED m THE POLICE AND/OR OWER EMEWSYCY SERWCES 22. ABANDONMENT N E)OSTNC WATER MAINS STARS VALVE$ WATER SERWCES AND/OR APPURTENANCES SHALL BE PER SECTION 332 (G) ON WE CITY ON KENT CONSIRUCTN STANDARDS 23 PRIOR TO ACCEPTANCE ON CYINSTRUCVM AND/OR ISSUANCE OF OCCUPANCY PERMITS SURVEY OR CERTFlED AS -BUILD MNAR DRAWINGS MUST W PREPARED OF ALL PUBIC WATER MAIN FACIUTES SUBMITTED TO AND APPROVED BY WE ON ON KENT PUBIC WOWS DIRECTOR OR HIS DESIGNEE (SEE AS -BUILT REWIREMENTS IN APPENDIX -E) PVC IF WATERLINE VERTICAL ALIONMENT IS REWIRED TO BE I_ AS -BUILT AND AWN MUST BE &ICIM LED BEFORE AS -BUILT SURVEY" CAN BE SONEOULEO, INSTALL TWPORMY 2V PVC Ali PIPE AT ALL SEWS AND FlTTWGS AND ALONG MAIN AT 50' ON CENTER. £XRND PIPE BEND 120 MOVE CRADE AND PROTECT EXPOSED END WITH PVC' CAP ON DUCT TAPE. WATER MAIN FOLLOWING LOCATING AND MEASURE DOWN BY SUREYOR, PIPE MAY BE REMOVED OR SHEARED OFF AT SUBGRADE LEVEL AND ABANDONED. NAT E SOL SECTION ViEW WATER MAIN MARKER PIPE NOT TO SCALE /TAS 6O°� 1211 HE grdand WAOMB W 5 4 ml.BN8 aTS.M.Ml m m".oT55m bw3 YARRO 11 development 40 VIRI'DANA 2 Q O cc J J • p h ` W �I Lu Q O cc m zz J 2 Y LL Q ti Q MENEM 30 30 30 0 M0 W 3@k 7 9@ q K q6�1 WY E (£WAS A... P£ PROJECT MANAGER R0WRT E. NLUS PLS PROJECT SURVEYOR MY E. IFW$ . .., PE PROJECT ENGINEER .kTERYL COX ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: WW:N/A TINT.: N/A WABge y� is 0 8 _O Bee ONALL ~ 41—/Z /D STAID' NOT VAW UIUSS SIGNED ANTI DATED JOB NO. 03-094 SHEET NO. 71OF 76 02007 TRIAD i i li � 1 � � 3 I I I (TX") �< tA=MlI Zvi '01/i and I I � I ��' e I / §� I 25'SENER ACCESS / EASEMENT REC. NO.. 6027009 DEC. --_-- r_L- I I'll, Fill i� SENIOR EA.SEWOVT RIGHT TO MAKE NECESSARY SLOPES ALONG THE WESr LINE Ve IHL LA51 JO UL IHL SL I14 SW 114 SECRON 4. R£C. NO. 7411040248 TRACT W FUTURE D£Y£LOPM£NT PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. i 1 PUBLIC �I 30' POWER £i R G NO. 504?4611461 H �� II wig -1"I P" .... ........... SANT ...... NATURAL AREA EASEMENT IS NOT ACCEPTABLE, lH£ NATURAL AREA EASEMENT L FENCE WILL MILL BE / REMOVED AND A SPOT RAIL FENCE BILL BE INSTALLED AT THE EDGE OF ME N£RAND WETLAND EASEMENT / LINE PER ATTACHMENT J f2 DATED 11118103 HER ACCESS / �duj P): fTARY / / PUHL WA iE Arun � I j I/ /I � I /I / I / I IL SE EASEWEVT SENl AREA TRACT, ,3 -y aaI'll, IIIIIIIIIIIIIIIII==T w MIIIIIIIIIIIIIIIIIIIIII "A, yJ 931J11a11saull13 .::"r9d• " �� 1I 9 11 I=. 9 9 tl "Ii' p tlUMi 1 i ,•,•, 11 3. 3 111111111a j1bJ13a3131°1y11,1LyI NII::::: 1= 39cE 111101111y111y1 RE av e ;.: .......... .........ara: I1 fI1 fI: -:-,. 7RACT TT SEN.W77W AREA REDera UUWA IER AND PRIVA 'E RECORD PROJECT Al : PROJECTSUIT 62.5' POWER EASEMENT 7RACT Tr /• 00 `E AleVeRl Br. DRY UF DRAINAGE E�ASEIWENT ...11 rH PL I I leeowl SCALE: 1" = 10V 0 50 100 no /S 1211 HE wni.ga WAa803a-reze 426A218AA8 42Ee21aril fax 800.4e8,0756 toll free YARROVJW development 40 �00000 N 6 =ate ROY E (EHIS A. PE PROJECT MANAGER MBETT E. HI PLS PROJECT SURVEYOR MY E. LFW%.R., PE PROJECT ENGWRES .kTERYL CYI.Y, ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL BATE: 7128106 SCALE: HOBB.:10-100' VlOn NIA AS -CONSTRUCTED e. LEW10 -1 04 WI r ro OB IO BNx80@p� sBLONAb 4.$ �tA /D ETW NOT VAIN UNLESS SIGNED ANTI HAMM JOB NO. 03-094 02007 TRIAD SHEET NO. 74OF 76 am PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. RECORD DRAWING CERTIFTCA TTON: MH DRAWNGS CONFORM TO ME C TRACT S C STROCDO,N RECORDS PRO. cr REF. FAC06-0018 BY. DATE CONRRMED BY ME aY . DAM. PROJECT REF..- FAC06-0018 THESE PUNS ARE APPROLED F CONFORMANCE WRI ] E CITY DE AUBURNS VlfMW RING al Al APPRl BM DATE A OlolED: FRONTAGE 1MPROVEMENTS FOR 1247H A4£NU£ S& 1187E AbENUE S& SE 304TH STREET AND SE 286TH STREET ARE SHOWN ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY, SCALE: 1" = 100' 0 w 100 200 /TA S aotttttel Xac�T Axis 1211 HE 10dand WA980J Nn 42 MIA14XR 425M1.3481 fax XoO.aee0756 roll free ARRO VV iJL""11 development 40 zz J �e o o oo am 6 ``=o��<< �<1�449G14a444a WY E (£XIS A.., P£ PROJECT WANAGER RO6FRT E. MA PLS PROJECT SURVEYOR MY E. ( W% . .., PE PROJECT ENCDM ,ATERY L = ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCAM RORHa Y-100' M.:N/A LBW/ WABge y� is 0 8 _O Bee 0 ALL ~ 41-/Z /D STANP NOT VAW IJIMSS Ml3N® AND DATEM JOB NO. 03-094 SHEET NO. 75OF 76 02007 TRIAD a 450 '450 rRmasm nJuv RONFQRCEO EX. GAS 12' SO I EX. 6" WA EX,' 6" SS -FM LB•j55 N WALL (6) 450 450 PRa�osm Euur',.....mill REINFORCED ROCK I: -EX. GAS ' �� JL EX. B' WA EXi 6' SS -FM 8'I55 Ile v 6 e aN WALL (8) PORTION OF W 119 OF SFCTION d TOWNSHIP 91 N RCNrF S F W M s 425 -- 425 400; 400 PRD9ISED GST-W- PUCE WAl1 �_ yy ____ 20 WA IS SS m m m n M WALL (10AJ IS WA WALL (11) �I 425 440 °J REMPoRM B_ 24• so b b b a; WALL (15) PROFILE SCALE 1 40' HORIZONTA 1'= 4' WR77CAL N y = I 425 425 i PROPOSED GSi 2J PUCE WAfL __ 400 - I2' S0 i i B' SS 1� WA M 0 O e WALL (21) WALL (22) PROFILE SCALE 1 4O HORJZONTA 1,- 4' VERTICAL yN R 425- Ni 425 i PROP05E0 CAST - PLAU WAU +- f _. _._400 1' WAJ 1 15' so 8• SS b ^ a g WALL (27) 11"m 4' VFRTJCAL 02007 TRIAD /IAS RIAD -Am HE Wand ll A26821.BN8 42Ee2r.3481 fax `j^7]eoa.4ee0756 moll free w IAMV YY ll[ udevelopment 0 0 0 0 0 0 � N ag c PROJECT MANAGER RO&9!T E. W = PLS PROJECT SURVEYOR MY E. ( WM . .., PE PROJECT ENGINEER .ATERY L = All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: MM-10-40' M.:Y-4' WABge y� is 0 8 _O 889 0 ALL ~ /D STAMP NOT VAW UfUSS BIDNED AND DAMM JOB NO. 03-094 SHEET NO. 76OF 76