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Home My WebLink About11D2020K1I I PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. BRIDGES F.K.A. VERDANA PHASE 1 R AD AND UTI LIT 1r. r M. Of ... FOUND RIC LS/9814 TACT ARM 'b d I TR�1 i . E HASE iJP� k TRACT y ° L.l E EST Tray/ CT Mike �'�INN I• NN •'' � 'Li N kt9j 4p f yy @ Ih I I I t tl IIt ilii � S tIlit-! I'.� r 4� H� (. 1�I . TRACT UU TAT 74 L� 79PACFZ I T-TRA� T lL E E E E E ff a ti T�fAC# AA/G r� . r ..�CT 1�—R E E E E E E E E EIE�E E IEErE� E�� [�' / E E E E E E E E E E E E E E E E E E E E E E E E E E E EI f^^i'•�'I E EIE E� % FUTURE E f E f E F E E E E E E E E FI ,Ay DEVELOPMENT TRACT W E TRACT XX HORIZONTAL DATUM: NA 83191 DAIUM WAS ESTABLISHE= BY HOLaNG IRM COUNTY COORDINATES FOR WCRON MONUMENTS SURVEYED BY TRIAD ASSOMA MS ON 10-2}OJ. sDuTN 114 CORNER N: 4612714145 E. 1635424.5464 NORW 114 CORNER N. 458285.1468 S. 16355691169 CWRaNARS ASSOCIA7ED MW WS DRAWING ARE PROECT COORDINATES WHICH MAY BE CONVERTED M STATE PLANE GRID 6IOOWNATES BY SU8WAC7WG IOOOOO METERS (32/A0833333 FEET). PETI MULTVYNNG BY 0.9999J66400E WE ININAL COOROWAW CONVERSION WAS PERFOIMI0 UMW WE LEICA SKI -PRO GPS POST PROCESSNG SOFTWARE MM9W 20. TRACT SIE MONA MG BENCAfARKS aTr Q KENT BENCHMARK [V91 FOUND RR S IN SW FACE OF POWER POLE 128664. 31' IM, AT NW CORNER SE 288W ST.. AND 718W AVE SE EL=U .B3' OTY OF KENT BE NCId1ARK P92 FOUND RR SPIKE IN S FACE OF POKER PINE #28Z 1I' W. AT NW GOPHER SE 288W ST. AM I2=W AVE BE EL-4 .89' LEGEND PROPOSED FEATURES EVS77NO FEATURES --�BOUMARY sENER MANHOLE I EMSRNG GRAVU --SD---EMSTiNG STORM BRAIN RPE LOT LINE A SEVER a ANWT --SS---EX/SNNG SEWER MAIN R/CHi-OF-WAY pgOPOSEG GRAVEL --W---EMSDW WATER MAIN OUTRR, FLON R CURB LBTE CATCH BAS/M TYPE 1 --PO- - EMSTWG POKER LINE - CENTER LINE ® C II;N BASK TYPE 8 ❑ EMSRNG ASPHALT --UGP---EMSING UNDERGROUND POKER UNE — —EAS ENT W STORM CLEANOUT --G---EX/SIWG GAS MAIN ___.. SEVER MAW ® YARD MAIN ❑ PROPOSED ASPHALT M- -EWIWG TELEPHONE LWE ________ .. SEVER FORCE MAIN ______ NH PAE"T ❑ EMSIWG CATa/ BARN. TIPS I SEVER SERVICE •� SINGLE WATER METER DOUBLE WA /ER METER 11 PROPOSED SYDEWALK ® EMS7WG CAIa1 BASK TIPS II STORM DRAIN WE O EX/STAIG SERER MANHOLE ----------ROOF` Al FOOTING DRAIN F IRR/GA LION METER ��{{ ------------ROCKERY ORAW TIRE HMWANT ICJ PROPOSED CONCRETE p EMSIWG PoNFR POLE 1Y0' NC .A A{ AIRNAC RELEASF VALVE E] NETLAND © EMSIWG MASS VAULT -.)00- EMS CWRX/RS 1- EMSRNG WY ANMOR --302--------- 2'EMSIWG CCNTGRs BLOW OFF ® RTPRAP EMSIWG WAIW NEIER ..--.. .. /EVINCE N GATE VALVE OF NERAW A EX/SIWG Fl HYDRANT .................... DER LNE �{ BEM EMSDW AR/VAC RELEASE VALVE o— EMSRNG BLOW OTT W CURB RAMP CONCRETE BLOCIGNC DA EMSTWG GATE VALVE -. S/REET LICHi PIXE SCN S c EMSRNG CONIFEROUS TREE MAILBOX IREIA10M WALL O EMSRNG 0 QDUOUS REE >s CONC 777 PIPE CASING REBA - Mir�81B2 (URBAN MINOR 1996.75 AR]£R/AL S7RFET) >BM-° Q W AND O. 17W EL=42&699 I I SHEET INDEX ASRRB U 1 LTS I SCALE: 1" = 200' 0 100 2W A00 a7Y OF BENCHMA RR SPIKE II IFOUND 5 � k'+�} BENT ON MD PUNCH 17J 14/- BRASS PIN I 4 X 4' COVC MON DOW .55 1 COVER SHEET 43 WATER PLAN (PHASE 1) 1A SITE INFORMATION AND NOTES 44 WATER PLAN (PHASES 1/2) 2 CONDITIONS OF APPROVAL 45 WATER PLAN (PHASES 1/3) 2A GEOTECHN/CAL NOTES 46 WATER PLAN (PHASES 1/2/3) 3-4 ALIGNMENT PLANS N NVIASE ) 47 5-6 COMPOSITE UTILITY PLANS 48-49 WATER PLAN (PHASES 1/3) 7-8 POND "A" PLAN AND SECTIONS (PHASE 1) •• (PIMSE 8) 9-10 POND "B" PLAN AND SECTIONS (PHASE 1) 52-54 WATER PROFILE (PHASE 1) 11-12 POND "C" PLAN AND SECTIONS (PHASE 1) 55-58 WATER PROFILE (PHASE 1/3) 13-14 POND DETAILS (PHASE 1) 59 WATER PROFILE (PHASE 1) 15 ROAD/STORM DRAINAGE PLAN (PHASE V 60 WATER PROF/LE (PHASE 1/3) 16 ROAD/STORM DRAINAGE PLAN (PHASES 1/2) 61 WATER PROFILE (PHASE 1/2) 17 ROAD/STORM DRAINAGE PLAN (PHASES 1/3) ^ (PHA6E ^,„ 18 ROAD/STORM DRAINAGE PLAN (PHASES 1/2/3) it (PHASE a) 19 20-21 ...STORMDRAINAGE PLAN"0A^ .,I ROAD/STORM DRAINAGE PLAN !PHASES 1/31 65 88 WATER PROFILE !PHASE 113) E (PHASE ,,, a) 22 23-24 ,.,.A. WTeRM ^.,A, 644E PLAN ,^„ SE 8. ROAD/STORM DRAINAGE PROFILES (PHASE 1) 67 e^ en WATER PROFILE (PHASE 1) uAwTER 25-26 ROAD/STORM DRAINAGE PROFILES (PHASES 1/3) PROFILE ~&E 2) 27 ROAD/STORM DRAINAGE PROFILES (PHASES 1/2/3) 70 WATER PROFILE !PHASE 1/ 28-29 ROAD/STORM DRAINAGE PROFILES (PHASES 1/3) 71 WATER DETAILS AND NOTES WATERD N 30 ROAD/STORM DRAINAGE PROFILES (PHASE 1) 71 73 S E AMID-Af.Al6 PLANS 31 ROAD/STORM DRAINAGE PROFILES (PHASES 1/3) 74_72 EASEMENT PLANS 32 ROAD/STORM DRAINAGE PROFILES (PHASES 1/2) 76 ROCKERY / WALL SECTIONS 88 ^A A^ STORM ^^• W 1-30 LANDSCAPE PLANS M46E PROFILES(PHASES ,.,.A. WT&RM ^..A,A,AGE ,ReF;„EA..,.,,.A.A- ^' 1-24 WETLAND MIT/GAT/ON PLANS 4 36 ROAD/STORM DRAINAGE PROFILES (PHASE 1/3) 2 of 3 124TH AVE SE WATERMA/N EX TENS/ON 37 ROAD/STORM DRAINAGE PROFILES (PHASES 1/3) 3 of 3 SITE INFORMATION/ WATER DETAILS 38 ROAD/STORM DRAINAGE PROFILES (PHASE 1) 1-4 CURB AS-BU/LTS A-n PHASE „GAa. A.WRM ) 40 41 DRAINAGE PRANG„ ROAD SECTIONS, DETAILS AND NOTES 42 STORM DRAINAGE DETAILS VICINITY MAP i NOT TO SCALE I SITE INFORMATION OWNER/ KENT 160, LLC DEVELOPER: YXRROW BAY D LOPMENT AP t W5 Fl AVENUE SU/IE 202 WA 980.TJ IK/RKLAND, 425-202-3675 I CONTACT.. CWN LUND A I� ENGINEE—RL// TRIAD assoaalEs SURVEYOR/ 12112 115711 AW NE PLANNER. K/RK W WA 98034 FAX (425) 8Y ROVE GE CONTACT MS JO, PE E LE1 I 1iIf REILAND ALWANN OLIVE ,, LLC BIOLOGIST Po BOX 57B a r c CARNADOA', WA M14 LYRTACT SIMLWE OLIIER CONTACT R ]ES RC ENGINEER. ENGINEER: fx E UNION I830= NE uA Nut RDA=. sunE 200 REOMOVD, WA 9&T52-JJJ3 4 IRT CONTACTACT-DT.• AM A'AHNSON, PEG UTILITY PURVEYORS TER STORM. INTERIOR ROADS CITY OF KENT IWA SEVER: aN W AUBURN L FRONTAGE ROADS MG COUNTY BONNEVILLE POWER 28m1 CD,NNNGIIW WAY ADMINISTRA 770N: KENT. WA 98042 25 _WI_9154 CONTACT.. PAUL NOOLSON TACOMA WATER: 362E 6. 35W SWEET TACDAIA. WA 9840E 253�96-3323 OgNTACT.. CARL EVERY PUGET SOUND ENERGN. "1 5 212M STREET K T,, WA 980J2 253-395-7065 CONTACT.. DAVE HAWIHOPNE (ON -VT DESIG() J55 NOW AVENUE NE EST/°4E BELLELt/E. WA 98004 425-462-J947 CONTACT: RONETNEUANSOURINH ( OVT- ANISTA SII DE SITE ADDRESS: BETNEEN SE 2867H ST & SE J047H ST ANQ 1187H AVE NE & 124TH AVE SE, KING COUNTY TAX PARCEL NUMBERS 042105-9016 786700-0046 AS —CONSTRUCTED DOCUMENTS EAR774*VRK QUAN7777ES CUT KX.UME = 287,500 CY FILL VOLUME = J5 300 CY NOTE,• THIS ES77MATE WAS PREPARED BY EARTHWORK SERVICE$ INC., USING THE EXIS77NG AND FINISH GRADES PROVIDED IN THESE PLANS THIS IS AN ESTIMATE ONLY AND SHOULD NOT BE USED FOR CONS7RUC77ON COST ESTIMATES OR BIDDING PURPOSES. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR RENEWING ALL AVAILABLE GE07ECHN/CAL INFORMA77ON AND GEIVERA77NG HIS OWN SET OF EAR774WORK ASSUMP77ONS AND QUANT777ES TA NOT R MARK THE ACTUAL QV TIE APPROVED PLAN SER B SLOES ARE WIERPOAIED AND MAY OR MAY NOT REFLECT A ACTUAL SLOPE A WE RSTALLED PPE BEG USE UAF AS-CON5IRU WN O WDENIS ARE BASED AM A C D ASSION OF LIMITED SURVEY FIELD D AND UNVEFIFlED NVFOPAIAT/TW FRONDED BY OTHER PAFiIES MAD ASSOaA TES DOES NOT WARRANT WEIR ACCURACY. LLLOF EXIS77NG U77D77ES SHORN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY 11 LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING W7H CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77G4 RNERE ANY UNDERGROUND URLIRES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS 11 D2020K1 I CER77FY THAT THE LOCATIONS ELEVATIONS DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSIRUC77ON ACCURATELY REFLECT EXIS71NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 0 2007 TRIAD ASSOCIATE /TA S6D � Aw NE N d.WA� 425A21. �,@,M61ffix w"YAM.M%wil Ym Wm ...... .. ddevelop VEkDAN i ROY E IE11LC .F., PE PROJECT MANAGE! ROBWT E WAIL$ PLS PROJECT SURVEYOR ROY E LMIZ R.. PE PRUJECT ENGINEER �Y L C=X. A PEIMD;T' IRJOSTAPE ARGRI'LECT FIRST SIRMTTAL DATE: 7128/06 SCALE: Bom: 1 =2DO' TM.: N/A WS AS —CONSTRUCTED RrAMP NOT VOJD UNLESS SIGNED AND DATED JW NO. OX 094 SNEEI NO. 1 OE 76 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. r9.l;i•.'44F% 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 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 ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. EXCEPT THAT PORTION WHICH MAY FALL WITHIN 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, SEC77ON 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. III;;: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 a99993B64002, 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 8N2 1187H AVE SE AND 1247H AVE SE. TAX PARCEL NUMBERS O42105-9016 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 XOC�a Ai zs 1211 HE PG*and WA9903L6929 4 MI.8NB 425.821.M1 rn. 800"oTssu bw `t lilt ROY E (£XIS A... P£ PROJECT MANAGER RO&9!T E. WA PLS PROJECT SURVEYOR MY E. U7W% .R., PE PROJECT ENGINEER .kTi:RYL CO.Y. AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCM2: MM-'N/A M.:N/A TED C LEWIB -1 04 WAS r ro ss " 4lpryE 6` STAMP NOT VAUO U1%ZSS BTGN® Man DAM JOB NO. Ow ./ q-On SHEET NO. lA OF 76 C2007 mIA0 ASSOCiAT BASED L BSED OWN THE PRECEDING FINDINGS AND COLAN OIS THE R£OUEST FOR APPROVAL OF A PRELIMINARY PLAT AND PLANNED Mt DEWLOPMENT 10 GUBDIVIDE 13547 ACRES OF LAND NO) 386 ORIOLE -FAMILY RESIDENTIAL AC LON IS GRANTED SUBdCi TO VEFOLONIO CONDITWS A. GENERAL CCNOHTON OF APPROVAL 1. THE TERMS AND COMA FAMS OF MULTIFAMILY DESIGN REVIEW MFDR-20W-IA WINCH WAS APPROVED ON NOWNBER ZS 2 , SNALL APPLY TO BBS PROPOSAL. 2 TILE TERMS AO COMMONS OF ADMWSTRATW VARIANCE AV-2 7, WON WAS APPROVED ON OWMCIM 24 2CO5 SNALL APPLY TO MS PROPOSAL. J DIE PUO AND PRELIMINARY PLAT APPROVAL IS FOR J79 SINGE-FAMIY RESIDENTIAL LOTS AND/OR DWFJIING UNITS AND ONE RUTUR 4 BE OW M1tUBDIWOER SHALL INSTALL THE NEW SIGNALIZED PEDESTRIAN COSSNG REQUIRED ON 124M A WNU£ BE AS WELL AS PWWDE S INAUZED PEDESTRIAN GROSSING AT i EITSTNG SCHOOL CROSSING OF BE 304M STREET. B. PRIOR TO RECOROA77ON Or THE FLNAL PLAT 1. THE OWNER / SUBGODER SHALL PAY ALL ON OF KENT FEES AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT. QURGES IN LIEU OF ASSSS&ASVM AMIOR LATECOMER FEES /F ANY, PRIOR W RECORDING MIS PLAT. 2 ME OWNER / SUBDIVIDER SHALL PWWDE PUBLIC WORKS WIN A DIGITAL PLAT MAP PREPARED WM A CAD PROGRAM THE DIGITAL INFORMATION CAN BE FORMATTED M TIMER NOW (AUTDGAD) OR !DXF (DRAWING EXCHANGE FILE), BUT MUST BE BASED UPON STAR PLANE C0640INAMS' AN ASSUMED COORDINATE SYSTEM IS NOT PERMITTEDD, BE STATE PLANE COOMAIARS SHALL BE ON BE MAD E DATUM AND RELATE TO AT LEAST TWO ON OF KENT REFERENCE POINTS WTHIN ONE HALF MALE OF THE SUBQVSON, IN ADOTION, Wl PRODUCT SHALL BE RED INTO AT LEAST TWO ON OF KENT MAD BB VERBCAL BENCHMARKS AND TWO ADDITIONAL PERMANENT BENCHMARKS SHALL BIT £STABUSHED WTHIN THE PROECT. THE ELEVATIONS OF MESS BENCHMARKS MILL BE REPORTED AT ME TIME AS BUILT DRAWINGS ARE SUBMITTED ALONG WRY HELD NOTES SUFFICIENT TO VERIFY PER ACCURACY. 3 RE OWNER / SUBDIVIDER SHALL SUBMIT AND REM W ON APPROVAL FOR ENGINEERING DRAWINGS FROM THE DEPARTMENT OF PUBLIC WORKS AND SMALL THEN OTHER CONSTRUCT OR BOND FOR BE FOLLOWING A. ME APPLICANT HAS PROPOSED SEWER SERWCE FROM ME CITY OF AUBURN. ME PUBLIC SANITARY SEWER SYSTEM STALL BE 0 B. A PUBLIC WATER SYSTEM MEETING CITY OF KENT STANDARDS FOR ALL LON SHALL BE REWIRED. IPNBNG HELLS SHALL BE D£COMMISSWED IN ACCORDANCE MW BE REQUIREMENTS OF RE DEPARTMENT OF ECOLOGY. C. TIME ENGINEERING PLANS MUST MEET ME MINIMUM WQIRENENiS OF THE CITY OF KENT CCNSMUCTION STANDARDS UNLESS OMERWSE APPROWD BY THE PUBLIC WORKS DEPARTMENT MROUdI ME PLANNED LINT DEELOPMENT PROVISOV% AND 2002 ON OF KENT SURFACE WATER DESIGN MANUAL (KSWOM). INITIAL GIIOANCE FOR THE ENGINEERING PLANS IS GIVEN BELOW (SEE CHAPTER 2 OF KSWOM FOR DETAILED SUBMITTAL REQUREMENTS): (1) ME ENONEENING PUNS WLL INCLUDE AT A MINIMUM: SITE /MPWWMENT PLANS WHICH INCLUDE ALL PLANS DETAILS OM!I AND SPECIFICATIONS NECESSARY TO CONSTRUCT ROAD DRAINAGE AND OMER RELATED WPWWMENTS THE ENGINEERING PLANS SHALL INCLUDE A FINAL TECHNICAL INFORMATION REPORT (TER) HNC/ CONTAINS ALL WE TECHNICAL INFORMATION AND ANALYSIS TV DEWLOP THE SITE /MPWWMENT PUNS (2) THE RETENTION / DETENTION AND RELEASE STANDARD MAT WLL BE MET BY ME SUBOWSON /S LEWL TWO, THE WATER QUALITY MENU MAT WLL BE MET BY THE SUBOWSON AS BE RESOWICE STREAM PROTECTION MENU. (J) BHE SIR /MPWWMENT PUNS AND TECHNICAL INFORMATION REPORT WILL CONTAIN ORAWAGE CALCULATIONS AO DRAWNGS OF ME RETENTION / DETENTION POND TRACTS AT AN APPROPRIATE ENGINEERING SCALE TO SHOW MAT WE PROPOSED ON -SITE RETENTION / DETENTION TRACTS ARE LARGE ENDUGH TO CONTAIN ME REQUIRED MIN/MUM STORM WATER STORAGE VOLUME AO WATER DUALITY FACILITY. ME SITE NPOWMENT PUNS WAIL ALSO SOW MAT ALL REWIRED STORM WATER MANAGEMENT FACILITIES Rol W DUiSIDI DEUNDIM WERANDS AO DIEM ASSOCIATED BUFFERS AS WELL AS OUNIX OF ORGOM AO MER ASSOCIATED BUFFERS EXCEPT TI THE BERM OF THE PONDS MAYBE PERNTIED IN BK DUMB HALF OF ME BUFFER PROVIDED MAT ME BUFFER IS REPLANTED WM NARW TREES AM SHRUBS MAT WLL NOT COMPROMISE TIIC STWCOARAL INTEGRITY OF THE FAWN (4) A MAL DOWNSTREAM ANALYSIS /S REWIRED FOR THIS DEVELOPMENT, AND IT WLL INCLUDE AN ANALYSIS FOR CAPACI7Y, EROSION POTFNTIALN AND WATER DUALITY. REFER TO THE RTQ RFMENIS LP 7MCW CAL INFORMATION REPORTS IN SECTION J- 'OFF-mBr ANALYSIS, OF ME 2001 ON OF KENT SURFACE WATER DESIGN MANUAL FOR THE SPE.'RIC WFORAMAIILNN REWIRED FOR DOWNSTREAM ANALYSES (5) IN AREAS WHERE SOLOS INRL TRATE AND IT IS RECOMMRNOED BY RFE CW'OMON/GL ENGINEER OF RECORD AND APPW WD BY DFE PUBLIC WORKS DEPARTMENT, ROOF MMSPOIM FOR EACH BODIED STRUCTURE (HOUSE, GARAGE CARPORT, ETC) SHALL BE DIRECTED TO A ROOF DOWNSPOL/T INFKMATON SYSTEM MEETING ME REWHREMENTS OF SECTION CZ FLOW CONMU. BINS , IN APPENDIX C TO ME KING COUNTY SURFACE WATER DESIGN MANUAL ROSE ROOF DOWNSPOUT C7NWYMX AM /NFlLMAiION SYSTEMS SMLL INCLUDE OVERFLOW PIPES CONNECTED TO AN APPROWO DISPERSION SYSTEM. ME DRAINAGE PUNS WLL INCLUDE AN APPROVED DE7AK FOR ME ROOF DOWNSPOT W MTRAMON SYSTEM. INE FAX OF TIE RECORDED PLAT SHALL CONTAIN ME RDILOWNG RESTRICTION FOR LON CAPABLE OF SUPPORTING A ROOF MWNSPWT &MINATON SYSTEM AS A CCWDITION OF BUILDING PERMIT ISSUANCE, RESIDENCES CONSTRUCTED ON LON XX MROUGN XX OF THIS SUBDIVISON MUST PWWDE ROOF DOWNSPOUT INFILMAW N SYSTEMS (6) ME OWNER / SUBDIVIDER SMALL SUBMT LANDSCAPE PLANS FOR WBAN 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 SECTION OF THE DEPARTMENT OF PUBUC WORKS AND SHALL INCORPORATE PROVISCNS OF RAF MAINTENANCE COVENANT WORN ME CC&W'S RECORDED AGAINST ME PROPERTY. SEE REFERENCE S-F, DECLARATION OF STORM WATER FACILITY MAINTENANCE COVENANT, TO TW 1002 CITY OF KENT SRFACE WATER DESIGN MANUAL FOR INFORMATION ON WHAT IS CONTAINED WTHIN INS DOCUMENT. D. A DETAILED GRADING PUN FOR THE ENTIRE SUBDIVISION MEETING THE REQUIREMENTS OF THE CITY OF KENT CONSTRUCTION STANDARDS AM ON OF KENT DEVELOPMENT ASSSTMOF BROCHURE JI-J EXCAVATION AND GRADING PERMITS & WADING PUNS WITAL GUIDANCE FOR THESE PUNS IS OWN BELOW (I) THESE PUNS WLL INCLUDE PWWSIONS FOR UTIITES ROADWAYS RERNTON / DETENTION PONDS STORM WATER TREAMENT FAOUBE% AND A BUILDING FOOMAD FOR EACH LOT, UNLESS A GRADING -ONLY PERMIT APPLICiIn N IS S GM/TMV PRIOR TO ME COMPLETION OF ME UTILITY, ROADWAY, REIENOAV/Df1ENTIW PONDS SRRM WATER TREATMENT FACILITRS AND BUILDING FCOT PAD FOR EACH LOT. (2) E PLANS PE,RAIL B DESIGNED TO REDUCE TIK NEED FOR PROCESSING SEVERAL INDIVIDUAL GRATING PERMITS UPON APPLICATION (3) UNLESS OMERMSE AUTHOR2E0 BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO SUBMITTAL OF THESE PLANS VE CONTOUR INTERVAL SHALL BE 2-FEET, AND EVERY RFBH CONTWR UNE WLL BE DARKER MAN THE OTHER CGVTOUR UNE% ALL CONTOUR UNES WLL BE CLEARLY LABELED AND AT APPROPRIATE INTERVALS ALONG MOSS LINES E. A TEMPORARY EROSION / SEGMENTATION CONTROL PLAN FOR ME ENTIRE SUBO/WSON MEETING VK REQUIREMENTS OF THE ON OF KENT CWSTRUCHON STANDARDS AND TiW STORM WATER MANAGEMENT MANUAL FOR ME POET SOUND BASIN. THESE PLANS MUST REFLECT THE DETAILED GRADING PUN DISCUSSED ABOV& AND A DETAMEO TREE PLAN TO BE APPROVED BY PLANNING SERVICES F. A MAL WRAND MITIG4MN PUN MEETING THE REQIREMENM OF KENT CITY CODE CHAPTER 11.05 FOR REVIEW AND APPROVAL BY G. (I) REWIRED BY KING COUNTY AM AS INDICATED AS NBGARW MEASURES N BR MARCH 2O05 REUSED TRANSPORTATION IMPACT ANALYSIS SUBMNTED FOR TITS PROJECT. ME /NPROVEIAEIVI5 ALSO SMALL Po?O R REWIRED MONT LINES NECESSARY AROUND METRO BUS STOPS IF APPROVED BY MG COUNTY AM THE ORES OF AUBURN AM KENO, WE INTERSECTION NPWWMENIS MAY BE CONSTRUCTED AS INTERIM IMPROVEMENTS OR VY OMNER/SBGWOER MAY PAY LONG COUNTY A FEE IN LIEU OF ME UNIERYCMW NPROWMENRI P IM FEE SHALL BE APPLIED TO OE CAPITAL PRSECT SOLELY FOR ME INTENDED /NRRYCTQN MPWIEMENTS AT BITS LOCA BON. (2) SOUTHEAST TH19AS AN URBAN C SYSBY MAM Wil BE CWSMUCTEDTED TOME1993 KING COUNTY S7MDAWOREW ORHERWE DETERMINED KING COUNTY WCONSENSUS FROM RHE KENO AND AUBURN PUBLIC WORKS DEPARTMENTS THE WMR/M IMPROVEMENTS ALONG THIS STREET MUST PROVIDE FOR AT A MINIMUM SMELT NAMES ¢ S7ABOI STREET NAVES ¢ STATION STREET NAMES ¢ STADON W Q Z INN W 1W. I� Iw �I ROAD A: 1STSMIET SE SE 2MM PUCE 11+S&G4/-+ 62.27 20+62.29 - 29+9070 MACT jpAYC SE 289M AjICE 11+22-I13+M60 TRACSE T AA• T 1+W - 3+37.51 TRACT Nr* SE 295M COURT 1+00 - 2+8050 1+00 - I5+0279 ROAD B: 122MO STREET Y 122N0 WAY SE 1+00 - 5+DO S+PUB - 14+1B,29 ALLEY O 1+00 - 8+29.90 TRACT 121ST PUCE SE 1+00 - 8+0489 TRACT 122ND (F SE 1+00 - 6+47M TRACT SE 287M MEET 1+W - 6+98JJ TRACT MIA 1Y2JR0 WAYWY SE 189M PLACE _ 3+AY 1 - 1134 J+16SE if+O - IJ+10.77 TRACT 29JW STREET 1+00 - 4+4& 18 worm 111M COURT SE 1+CO - 2+40 MACT C • 123W P CE SE SE 296M STREET 1+00 - I3 MB7 13+MS7 — 14+42.70 TRACT A 118M PULE SE 1+00 — 9+97 TRACT 120M STREET Y SE 282N0 WAY 1+00 — I0+87.J2 f0+87.J2 — 18+J8.14 MACT 11JW P CE SE 1+00 — 5+41.66 TRACT SE 299M AY 1+W — 10+M80 ]AACT 120M WAVY 1. — /0+9501 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. L PEDESTRIAN WALKWAY/MPWWMENT PUNS FOR INTERNAL CQYNECOWN AND CONNECIPON TO ADJACENT PARK AO SCHOOL SIR% 70 BE REVIEEM M AND AFFOWO BY ME CITY OF KENT PUBLIC WORICS DEPARTMENT AO PLANNING SERVICES DIWSON. ME APPUCANT SHALT. (A) A WT)ICAL CURB & WTRR, A 5-FOOT WDE PLANTER STRIP, AND A 5-FOOT WIDE CEMENT CONCRETE SIDEWALK ALONG ME NORTH PRDYroE DOCUMENTATION ACCEPTABLE TO TRE CITY OF KENT THAT BR SONOX. CROSSINGS HAW BEEN REWEMED AND APPOMM BY THE SIDE OF THE STREET. AT LEAST M-FEET OF OT MIX ASPHALT (HMA) PAVEMENT AT THE WTERSECWN O: SOUTHEAST J TH STREET WM AUBURN SCHOOL DISTRICT AO KING COUNTY ODES. 124M AVENUE SOUTHEAST OR A NNMUM LEFT TURN POCKET LENGTH OF AT LEAST 200-FEET, PLUS ME OPENNG AND TRANSTICNI AREAS FOR THE LEFT TURN POCKET AND PAVEMENT TAPERS IN ADDITION TO THE PAVEMENT WDEN/NG REQUIRED FOR THE EASTBOUND LEFT TURN LANE 111E REMAINING STREET FRONTAGE ALONG SOUTHEAST J N STREET WILL BE PROIDED WIN A NNBIUM PAVEMENT (3) (4) OM AN APPWM9 WMARDSM WILL BE REQUIRED AT TIW EAST END O: MIS NEW PUBLIC STREET UNLESS OMERMSE REQUIRED BY THE KENT AO AUBURN DEPARTMENTS OF PUBLIC OWS AO KENT FIRE MARSHAL WM CONSENSUS FROM KING COUNTY. H. STREET IMPROVEMENT PLANS FOR THE NEW PUBLIC RESIDENTIAL COLLECTOR STREET CONVECTING 124M AVIIVUE SOUTHEAST TO 118M AVENUE SOUTHEAST (ROAD A). THE STREET /MPROWIAENT PLANS FOR ROAD A SHALL BE DESTINED IN CONFORMANCE TO THE REQIREMENTS FOR A RESIDENTIAL COLLECTOR SMELT AS WO URED BY TIE ON OF KENT. ALL NEW AND IMPROVED NTERSECTIOVS SNAIL MEET ENTERING SGUT DISTANCE R£QINREMENIS PER KING COUNTY, AUBURN ANTI KENT ROAD STANDARDS (1) COMBINED WRiTCAL CURBS & GUTTERS A 5-FOOT WOE PUNTING STRIP CONSTRUCTED BETWEEN TB BAD( OF CURB AO THE FRONT OF THE SIDEWALK, AO MEN 5-FOOT WOE CEMENT CONCRETE SDEWALKS ALONG WM SIDES LK THE STREET. (2) A MINIMUM OF 36-FEET OF ASPHALT PAWMENT, MEASURED FROM FACE OF CURB TO FAX OF QUO. (3) A STREET UGIIBNG SYSTEM DESIGNED AND CONSRUCTED TO WE CITY OF KENT STANDARDS TINS STREET UGHTNG SYSTEM WLL BE OIMED AND MAINTAINED BY ABET SOUND ENERGY, AND THE HOME OWNERS ASSOCIATION (IWA) CREATED FOR MIS DEVELOPMENT (4) A PUBLIC STORM WATER DRAINAGE SYSTEM INCLUDING PROVISIONS FOR COLLECTOR CONWYANM DETENTION, AO TREATMENT FACIIBES (5) CLAW RETURN RADII OF J0-FEET AT PUBLIC STREET INTERSECTIONS OF ME RESIOFNTAI COLLECTOR STREET, AND COMMERCIAL DRWWAY APPROACHES TO THE PRIVATE STREET /NIFRSOIKWS DESIGNED TO ACCOMMOLAR A JO-FCOT INSIDE TURNING RADIUS UNLESS OTHERWSE DETERMINED BY ME DEPARTMENT OF PUBLIC WORKS IN CONA/NCDW WIM FIRE PREWNRm. (6) STREET TREES INSTALLED WWN THE 5-FOOT WOE AS MEASURED FROM BR DAM OF CURB, WANING SUMPS MESS SMELT TREES WLL W LOCATED AS APPWWO BY TIE PUBLIC WORKS DEPARTMENT AO PLANNING SERVICES, AND ME SPECIES SHALL BE SELECTED FROM TW APPWWO O STREET TREE UST CONTAINED WHIN ON OF KENT OEWLOPMENT ASSISTANCE BROCHURE /l4, CITY OF KENT SMELT TREES ANY LANDSCAPE ISLANDS SWILL BE PUNTED PURSUANT TO SECTION 1507 OF ME KENT CITY CODE. I. STREET IMPROWMENT PLANS FOR TITE NEW PUBLIC RESDENRAL SMEET (ROAD B) CONNECTING SOUTHEAST 288M STREET TO WE RES/DENBAL COLLECTOR STREET (MAD A). THE SMEE7 IMPROWMENT PUNS FOR ROAD B SHALL BE DESIGNED IN CONFORMANCE TO ME REQUNEAIENTS FOR A RESIDENTIAL STREET AS REQUIRED BY THE a" OF KENT. ALL NEW AND IMPMWD /NMRSECiIONS SHALL MEET ENTERING SIGHT DISTANCE REQUIREMENTS PER KNG COUNTY AND KENT ROAD STANDARDS (7) COMBINED MTHCAL CURBS & GUTTERS A 5-FOOT ROUE PLANNING STRIP CONSIRUCTEO BE111EEN TIME BACK OF OARS AM THE FRONT OF ME SDEWALK, AM THEN 5-FOOT WOE CEMENT CONCRETES SIDEWALKS ALONG WM SIDES OF THE STREET. (2) A MINIMUM OF M FEET OF ASPHALT PAWMENT, MEASURED FROM FAX OF COW TO FAX OF CURB, WHERE PARKING B ON ONE SIDE OF THE STREET. AM 32 FEET NNERE PARKING IS ON BOTH SIDES OF ME STREET. (3) A STREET LIGHTING SYSTEM DESIGNED AND CONSMU27E0 TO THE CITY OF KENT STANDARDS THIS STREET UGMRNC SYSTEM WLL BE OWNED AND MAINTAINED BY PUGET SOUND ENERGY AND TIRO HOME OWNERS ASSOCIATION (HOA) CREATED FOR THIS 0£WLOPMENT. (4) AAPUBLIC WATER DRAINAGE SYSTEM INCLUDING PROMSONS FOR COLLECTION, CONWYANCE DETENTION, AND TREATMENT (5) CURB RETURN RADII OF JO-FEET AT PUBLIC STREET INTERSECTIONS OF THE RESIDENTIAL STREET,. AND COMMERCIAL DRIWWAY APPMAQH TO THE PRIVATE STREET INMRSECRONS DESIGNED TO ACCOMMODATE A 3 FOOT INSIDE` TURNING RADIUS, UNLESS OTIIERWSE DETERMINED BY 7W DEPARTMENT OF PUBLIC WORKS IN CONANCTION WIN FIRE PREVENTION. (6) STREET TREES INSTALLED WWN THE 5-FOOT WM AS MEASURED FROM THE SAM OF CURB, PLANNING SNIPS THESE STREET TREES MOLL BE LOCATED AS APPROVED BY ME PUBLIC WORKS DEPARTMENT AM PLANNING SERVICES AND THE SPECIES SHALL BE SELECTED FROM THE APPROVED STREET TREE UST CONTNMED WTHIN CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE 114, CITY OF RENT STREET TREES ANY LANDSCAPE ISLANDS SMALL W PUNTED MRSUANT M SECTION M07 OF TIE KENT ON CODE. 1 STREET IMPROVEMENT PLANS FOR ALL OF THE NEW PRIVATE RESIDENTIAL STREET$ CWSTR4/CM9 WTHIN THE RESIOENVAL SUBDIVISW / PUO INCLUDING ALONG TIME SWM SOLE OF TRACT V AND THE NORM SIDE OF TRACT W WE STREET IMPWWMENT PLANS FOR THESE STREETS SMALL BE DESGAIM IN CONFORMANCE TO THE REQUIREMENTS FOR PUBLIC RESIDENTIAL STREETS AS REWIRED BY RICE CITY OF KM T CONSTRUCTION STANDARDS ON OF KENT DEIELLPMENT ASSISTANCE B ROO/URE WB.Z PRIVATE AM PUBLIC STREET IMPWWMENTS AM ON OF RENT DEELOPMENT ASSISTANCE BROCHURE ALB, STREET IMPROVEMENT PLANS FOR A 22-FOOT MINIMUM TO M-FOOT WDE MAXMUM STREET. ALL NEW AND NPROWO INTERSECTIONS SMALL MEET ENTERING SIGHT DISTANCE REQUIREMENTS PER KENT WAD STANDARDS ME DEPARTMENT OF PUBIC MARKS PLACING SERVICES AM ME ON FIRE MARSHAL HAW REUSED ME STREET STANDARDS OF ME AD ORDINANCE TO READ AS FOLLOWS FOR MIS DEVELOPMENT (7) COMBINED MTHCM CURBS & GUTTERS A 5—FOOT MOLE PUNTING STRIP CONSTRUCTED BETWEEN B/E BALK OF CURB AM ORE FRONT OF ME SIDEWALK, AND MEN 5—FOOT WOE CEMENT CONCRETE SIDEWALKS ALONG WM SIDES OF T STREET. (2) A MINIMUM OF P2—= OF HOT MIX ASPHALT (HMA) PAVEMENT, AS MEASURED FROM FACE OF WRRCAL CURB TO FAX OF WRRCAL CURB, IF PARKING /S NOT POWDED ON EMER SIDE OF ME STREET, EXCEPT WERE ME ON FIRE MARSHAL REWIRES ADDITIONAL PAVEMENT MBM FOR EMERGENCY WADE ACRES% FIRE LANE MARKNGS SHALL BE PROVIDED ALONG OM SIDES OF THESE PRIVATE STREETS AS APPROWD BY TIRO FIRE MARSHAL A MINIMUM OF 32—FEET OF HMA PAVEMENT AS MEASURED FROM FAX OF VERTICAL CURB TO FAX LP WS?WAL CURB, WHERE PARKING WLL BE PERMLIM0 ALONG BOTH SIDES OF WE STREET. (3) ME HORIZONTAL AM WRVCAL ALIGNMENT OF TITRES PRIVATE SMEEM SHALL CONFORM TO ME MIN/NUN REQUIREMENTS FOR A RESDENTAL STREET AS CURRENRY ADOPTED BY ME ON OF KENT UNLESS OMERWSE APPROVED BY ME KENT PUBLIC WORKS DEPARTMENT. TIE MoNNUI/ CURD REURN RAMS FOR ALL PRIVATE STREETS MLL BE JO—FEET IN ORDER TO ACCOMMODATE EMERGENCY MWQE ACCESS (4) A STREET LIMBAID SYSTEM DESIGNED AM ONSTRATIED TO THE ON OF KENT STANDARDS MAT WLL BE OWNED AM MONTANED BY PUGET SWM ENEOY, AND ME HOME DRIVERS ASSOLYA BON (HOA) CREATED FOR TITS DEVELOPMENT NAIL BE REVMM TO PAY FOR TINE ELECTRICAL BILLS FOR OIS !IGNITING SYSTEM. (5) A SCORN WATER DRAINAGE SYSTEM CONNECTED TO ME NEW PUBLIC SYSTEM, INCLUDING POWSWS FOR MAINTENANCE EASEMENT% COLLECTION, CONWYANCE DETENTION, AND TREATMENT FAW77ES. (6) COMMERCIAL CEMENT CONCRETE DRIWWAY APPROACHES CONFORMING TO STANDARD DETAIL 6-5(S) WIL BE NSTALLED AT ME INTERSECTION OF ALL OF ME PRIVATE STREETS WM BH£ PUBLIC STREETS UNLESS OMERNSE APPOM7 BY ME KENT PUBLIC WORKS DEPARTMENT AND KENT FIRE MMSNAL AM A 45—FOOT RADIUS TO THE FAX OF ONO FOR EACH PERMANENT CM —DE —SAC BULB. ME INTERNAL PRIVATE' STREET NTERSECTTOVS MAY USE S7AMAW CURD RETURNS PROVIDING ADA COWAMF RAMPS ARE INSTALLED PER APPLICABLE STANDARDS AT EAGN /NTERSECWR OF ME PRIVATE STREETS (7) STREET TREES INSTALLED WMN 5—FIT WOE PLANTING STRIPS; AS MEASURED FROM THE BACK OF CURB. THEY STREET MESS WILL BE LOCATED AS APPROVED BY ME PUBLIC WORKS DEPARTMENT, AND THE SPECIES SHALL BE SELECTED FROM THE APPROVED STREET TREE UST CONTAINED WHIN CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE ARA CITY OF KENT STREET TREES ANY LANDSCAPE ISLANDS SHALL BE PLANTED PURSUANT M SECTION 1507 LP ME KENT ON CODE. K. STREET NPROMWENT PLANS FOR ALL OF THE NEW PRIVATE ALLEY$ CONSTRUCTED WTHIN ME RESIDENTIAL SDBOIWSON / PUD. VE STREET 1WROM ENT PUNS FOR THESE ALLEYS STALL BE DESTINED IN CONFORMANCE TO BE REQAREWENTS FOR A PUBLIC ALLEY AS REQUIRED BY ON OF KENT CONSTRUCTION STANDARDS CITY OF KENT DEVELOPMENT ASSISTANCE BROGIURE JB2 PRIVATE AND PUBLIC STREET IMPRO4£M M AND CITY OF KENT DEVELOPMENT ASSISTANCE BWGMoRE 06.4 STREET NPRGWEIENT PUNS FOR AN ALLEY EASEMENT 20 FEET WDE WM A MINIMUM 18-FWT-VIDE PAW O SURFACE ME DEPARTMENT OF PUBLIC WORKS PLANNING SERWQ, AND BE CITY FIRE MARSAL HAW REUSED ME STREET STANDARDS OF THE PUT) ORDINANCE TO READ AS FOLLOWS FOR THIS DEIkLD T. (1) EXCEPT MWIM WE d TIRE MARSH RREQSRESAADDITIONPA AL PA WMENT FOR EMERGENCYAS WASUVE27 FROM EDGE OF AWW HIQE TD�SS OF PA1klVENT, (2) A STORM WAT ERWYANAG D YST E MXIOA ECTED TO FMEOLIPUBLIC SYSTEM, INCLUDING POWSIONS FOR MAINTENANCE EASEMENTS COILECRnES (3) WE HORZONTAL AND WI?RCAL AUGMENT OF THESE PRIVATE ALLEYS SHALL CONFORM W ME MINIMUM REQUIREMENTS FOR A PUBLIC RESDENBAL STREET UMESS ODRERIV E APPWWD BY ME KENT PUBLIC WORKS DEPARTMENT. (4) COMEROAL CEMENT CONCRETE ORIWWAY APPROACHES CONFORMING TO STANDARD DETAIL 6-5(8) WLL BE WSTAUIED AT ME INTERSECTION OF ALL OF ME PRIVATE ALLEYS UNLESS OMERWSE APPROWD BY ME KENT FIRE MARSHAL AND KENT PUBLIC NARKS DEPARTMENT. (5) UNLESS REMORE9 ECB £SEMI C SIGNS WS ALLED NFICH CEARAPPROMM BY M ON FIRE LA Y DESGNAM THESE PRIVALL AUEYS SMALL HAWPERMANENT STREETS ASA LANES IOU ERE NO PARKING WLL BE PERMITTED. (6) OlES FiLIGHT I IS NOT REQUIRED ALONG PRIVATE ALLEYS BUT STREET LIGHTS ALONG OTHER PRIVATE STREETS WML CLEARLY LIGHT UNLESS OTHERWISE APPWWO BY THE KENT PUBLIC WORKS AND PARKS & LDMMI/NITY SERVICES DEPARTMENTS AND PUNNING SERVICES DIMMON, ADDITIONAL (RAIL CONNECTIONS SMALL BE ADDED M THE PROPOSED MAL NETWORK, INCLUDING CONNECTING TRACT SS DIRECTLY NORTH TO THE THRGLCH PUBUC WAD AND DIRECTLY SOUTH TO TRACT QQ CONNECTING TRACT DO BWQUOH TRACT GO SOUTH TO FUTURE DEVELOPMENT TRACT =,,' AN ADMTIONAL CONNECTION FROM THE EASTERN LOOP OF THE MAIL IN TRACT A TO TRACT O: CONNECTING WE TRAI WITIN ME S 2SBM STREET RIGHT OF WAY MRDUGH TRACT C TO TRACT O AW CONNEcOm THE I WI TRATHIN THE S 2BBM STREET RIGHT A WAY NEST M MEET THE SIDEWALKS W WIN PUBLIC ROAD B. TI MAIL LIIW MBIN THE S 2WRI STREET RGHT OF WAY MAY COEXIST WITH BIE SIDEWALK IMPROWMENT FOR MS RIGHT OF WAY. PEDESTRIAN MAILS WRfiN WOMB BUFFERS SNAIL BE 6 FEET IN WDTI, PLACED IN THE OUTER NALF OF ME BUFFER, CONSTRUCTED OF POROUS PAWMENT, AND MEET ADA STANDARDS UNLESS OHIERNISE APPROWD BY TITE KENT DEPARTMENTS OF PUBLC WORKS AND PARKS It OO&WILNTY SERVICE% AO PUNNING SERVICES MMM PEDESTRIAN WALKWAYS AND MASS AROUND ME REI AND AREAS SHALL BE PRIVATELY ONNEO OPERATED AND MANT4,NED BY BR HOME OWNERS ASSOCATON. WHERE SUCH FACILITIES EXIST, THEY SMALL BE DEPUTED ON THE FACE OF THE RECORDED PLAT. M. PEDESTRIAN WALKWAY IMPROMWENT PUNS CORSSTENT WM TRE PWWSONS OF 1' OF THIS SECTION TO CONNECT TO BIE RIGHT OF WAY OF SE 292ND STREET ADJACENT M TW MITE MWNTAW MANS SUBDIWNW.. N. STREET UGHMIG PUNS FOR ALL ABUTTING PUBLIC STREETS AND INTERNAL PRIVATE STREETS MEETING THE MINIMUM R£WIR£M£NIS OF ME ON OF KENT. NOTE: MINI£ BR STREET IIGNMG PLANS WLL BE REVERED AND APPWWO BY THE ON OF KENT DEPARTMENT OF PUBLIC WORKS, AND WILL MEET ME ON OF KENTS ILLUM/NA BON CRITERIA STREET LIGHTING APPURTENANCES MU. COMPLY WIN AUBURNS STREET L/GNTNG STANDARDS BECAUSE MIS OEWLOPMENT IS ENTIRELY RNMIN THE POO NRAL AOEXATON AREA (PM) FOR THE CITY OF AUBURN. 0. BREAKAWAY MNLWX CLUSTERS AT LOCH BONS AND PER STANDARDS APPROWD BY THE UNITED STATES POSWASRER AND ME PUBLIC MORKS DEPARMENT. P. ROADWAY WOM% TURNING RADII, NRNARWNDS SGNAGE AND FIRE LAW MARKINGS ACCEPTABLE TO DIE KENT ME DEPARTMENT AS HELL AS ADDITIONAL ACCESS PANTS FOR TRACTS 00 AND S REDUCTION OF THE TOTAL NUMBER OF HOMES SERWD BY THOSE TRACTS TO M OR LESS, AND RESIDENTIAL SPRINKLERING EMERGENCY ACCESS ROADS SHALL W DESIGNED AS APPROWD BY Ok KENT FIRE MARSHAL AO KENT PUBLIC WORKS DEPARTMENT. 4 THE FAX OF ME FINAL PUT WILL CLEARLY IDENTIFY ALL PRIVATE SMEEM WM A NOTE MAT THEY ARE FOR RIF BENEFIT OF ME RESIDENTS OF ONE WWANA PRELMNARY PLAT/PUD. ME FAX OF THE MAL PUT TROLL ALSO SPECIFY MAT ME MAWTENANCE OF ALL PRIVATE STREETS IS VIE SOLE RE5P0N9BHUTY OF WE HOMEOWNERS ASSOCADON SERWO BY MOSE PRIVATE STREETS S DIRECT W VCMAR ACCESS TO AND FROM LOTS HAVING FRONTAGE ALONG 124M A WNUE SDUTf/EAST AND ONE NEW PUBLIC RESDENBAL COLLECTOR STREETS IS PROHBITED, AND TFHE FAX OF THE RNM PLAT WILL CARRY THE FW.OMNG RESTRICTION DIRECT WHHCULAR ACCESS TO AND FROM LOTS HAVING FRONTAGE ALONG 124M AVENUE SOUTHEAST AND ME RESDENRAL COLLECTOR STREETS (ROAD A) IS PRO'IBLTEO ACCESS FOR DOSE LOTS /S R£SIR/CMU TO MOSS PRIVATE STREETS AO ALLEYS SHOWN ON ME FAX OF THE FINAL PLAT. 6. BIE PIPELINE 5 WADE MAIN EASEMENTS EASEMENTS TO OTE BENEFIT OF THE OTY OF KENT FOR A 24-11104 WATER UNE FROM ME P/PEI.WE M ME COGENERATION FAOUFY, AND THE COGENERATION TRACT ONNm BY TIE CITY OF KENT ALL SHALL BE SHOWN ON THE FAX 7. TIW OWNER / SDBOIVBER SMALL D® ALL PUBLIC RUNTS -OF -WAY, AND OWERWSE CONVEY ALL PRIVATE AND PUBLIC EASEMENTS NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF THE REQUIRED PUBLIC AND PRIVATE IMPOWMENiS NECESSARY FOR MIS WWWSON DEVELOPMENT. B. ME OWNER / SUBDIVIDER SHALL SUBMIT FOR APPROVAL A DETAILED TREE PLAN, MEETING ME REQUIREMENTS OF THE KENT ZONING COME, AND CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE AI• DETAILED TREE PUNS PRIOR TO ME ISSUANCE OF ANY FINAL ENGINEERING PLAN APPROVAL FOR THE STUBDIWSON. El SENS177W AREA / EASEMENTS DEDICARON OF A SENSDW AREA / EASEMENT CW WYS TO TOTE PUBLIC A BENEFICIAL INTEREST N TH£ LAND WHIN W TRACT. M$ INTEREST INCLUDES 7W PRESERVATION OF NATIW WCE7A HON FOR ALL PURPOSES MAT BENEFIT TINE PUBLIC HEALTH, SAFETY AND WELFARE INCLUDING CONTROL OF SIURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STAAoUN,, VISUAL AM AURAL WFFERINO AM PROTECTION OF WATER QUALITY, PLANT ECOLOGY AND WLDUFE HABITAT. ME SENSTTW AREA / EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF ME LAND SUBWCT TO BE EASEMENT BIE LIB'IGARM,, ENFORCEABLE ON BEHALF OF WE PUBLIC BY BRIE ON OF KENT AND ITS SUCOESSGRS TO L£AW UNDISTURBED ALL TREES AND GAIN WGETATION WHIN THE TRACT. ME WX7ARON WHIN RW MACT MAY NOT BE CUT, PRUNED COWRED BY FILL REMOVED OR DAMAGED WMQUT APPROVAL /N WWRNG FROM THE ON LP KENT AND IN SVCCESSORS ME COMMON BOROARY BE/NEEN BIE EASEMENT AO BE AREA OF DEVELOPMENT ACTIWN MUST BE MARKED OR OTHERWSE FLAGGED TO ME SATISFACTION OF THE CITY OF KENT PRIOR TO ANY CEARRG GRADING BUILDING CONSTRUCTION OR OMER DEWLORMENT ACTIVITY. THE REQUIRED MARKING OR FIAGGING SMALL REMAIN IN PUCE OrM ALL DEVELOPMENT ACTIVITIES IN ME WONLN OF VE SENSTIW AREA TRACT ARE COMPLETED. NO BUILDING FOVWAVW.% STRUCTURES OR WSTRUCTKNS (INCLUDING, BUT NOT LIMITED TO DECKS WMUDDINGS AM OVERHANGS) ARE ALLOWED WTHIN 15 FEET OF THE SENSTIW AREA EASEMENT 9DUWARY, UNLESS OWERWSE APPROWD BY THE CRY. ME CITY OF KENT RESERVES THE RIGF/T TO INSTALL PUBLIC UNDERGROUND UTUTES WWN MIS SNSV W AREA TRACT, AM TO ENTER AND PERFORM DRAINAGE SYSTEM MANTENANCZ BUT IS REQUIRED TO RESTORE OR ENHANCE THE SNSIRW AREAS OSNR6E0 UPON ME COMPLETION OF THE UNDERGROUND CGNSMUCHW, AND/OR DRAINAGE SYSTEM MAINTENANCE. 10 ME OWNER /WWWDER SHALL POLICE BIE DEPARTMENT OF PUBLIC WORKS WM A COPY OF AN APPROVED HYDRAULIC PRO.ECT APPROVAL (WAA OR A WBTTEN WAIVER MEFEFROM ISSUED BY BE WAWANGTON STATE DEPARTMENT OF FTSN AND GAME PRIOR M APPROVAL OF ME RNA ENGINEERING PUNS CONTACT WE WASINGTON STATE DEPARTMENT OF FISH AND GAME AT (425) 649-7015 FOR AMMANAL WFORMARW 11. PRIOR TD ROUZASE OF ANY CONSTRUCTION BONDS; AM PRIOR TO ME APPROVAL OF ANY DIAMOND PERMITS WREN THE SUBJECT SUBD/WSON, TITE DEPARTMENT OF PUBLIC NORMS MUST RECOW AM APPMW AS -BOLT DRAWNGS MEEBNG THE REQUREMENM OF ME CITY OF KENT CONSTRUCTION STANDARDS AM ON OF KENT DEELOPMENT ASSISTANCE BROCHURE A<-1, AS -SUMO DRAWINGS, FOR: STREET% STREET LIGHTING SYSTEM WATER; SEVER, STORM WATER DRAINAGE FACILITIES; AND ALL OFF -SR NPROWMENTS WHERE WE LOCADNS AM/OR ELEVAB NS ARE DEEMED CRITICAL BY TIK DEPARTMENT OF PUBLIC WORKS 12 THE APPLICANT STALL ESTABLISH A HOME OWNERS ASSOCIATION (HOA) 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 TRM% PRIVATE RECREATION SPACES PRIVATE STORM WATER FAWBE5; AM IZ ME APPLICANT SHALL SUBMIT TO THE CITY OF KENT FOR REVIEW AM APPROVAL AM OBTAIN APPROPRIATE PERMITS TO RELOCATE OR DEMOLISH BR EX/STIMG STRUCTURE ON THE SITE 14. ME APPUCANT SHALL PMWDE DOCUMENTATION ACCEPTABLE TO TIW CITY MAT TACOMA WA TER HAS REVIEWED AM APPROVED PUNS FOR CONSTRUCTION OW .. UNDER. ALONG AND ACROSS THEIR WATER TRANSMISSION LINE EASEMENT. ME FAX OF THE FINAL PUT SHALL NOTE MAT RIE APPLICANT AND HOME BONERS ASSOCIATION SHALL RECONSTRUCT ANY MPROMMENTS NS7ALLED AS PART OF DNS PUT MAT MAY BE DAMAGED BY TACOMA WATERS A/AINRNAME OF IM WATER LINES M ME FAX OF ME FINAL PUT STALL CLEARLY DELINEATE THE ENTIRE COMMON OPEN SPACE REWIRED BY KENT CITY CODE WREN ME URBAN SEPARATOR -DESIGNATED AREA OF VE PROPERTY. IS. WHERE DETERMINED FEASIBLE BY ME KENT PUBLIC WORKS DEPARTMENT TIRO APPLICANT STALL UMM LOW IMPACT DEELOPMENI TECUNWES IN CONSTRUCTION OF ME PROECT, INCLUDING BUT NOT UNITED W RAINWATER COLLECTION SYSTEMS POWLS PAWNS ON SIDEWALKS AM MAN$ AM BIOREMNTION AREAS WM CURD CUTS N PLANTING SNIPS ALONG WAGWAYS 17 SERVICES SS ADA SUE-NBSLORINC) A GOOD PORTION OF MACT T AS AN OFT -LEAS/ AREA FOR DOGS; RELOC4WG MAIL IN MACT V TO CONFIDE WM SNUB BEND ADDING A BE100Y NEXT TO THE TENNIS COURT, PWVIGNG AN ADA-ACCESSIBLE PICNIC TABLE AM REDWSDERING VIE BERM IMPACTS ON WSBttITY N MACT A- PLACING A BENCH OR PKNIC TABLE NEAR BE RTNESS MARKER IN TRACT B; CONSIDERING SWINGS IN MACT N,, ADDING ANOTIER PICNIC TABLE, GRILL AND COVERED SHELTER IN TRACT K,, ENLARGNG MACT Y LF CONSIDERING BASKETS FOR FRISBEE COF. AM POMIANG BAKE RACKS AT ALL RECREATION TRACTS IS. ME OWNER SMALL PROVIDE A STREET STUB -OUT TO TITE SO/WRIEST PROPERTY BOUNDARY AS DEPICTED /N ME PROdDT PUNS DATED .TINE B, 2005 (EXHIBIT JA OWE N OMERWSE APPROWD BY THE PUBLIC WORKS DEPARTMENT AM ME RRE DEPARTMENT. LL PRIOR TO THE ISSUANCE OF A BUWNG PERMIT ON ANY LOT W THIS SUBDIVISION THE APPLICANT SHAUL 1. RECORD THE PUT 1. CONSTRUCT ALL OF ME MPROWMENTS REQUIRED W SECTION A. AOW,, AM THE MONS ISSUED NOVEMBER ID 200S AND/OR PAY TITE RE5PEGRW FEES-IN-L&D-W COYSTWGRON INCLUDING ANY NDGARON (E VA OR LMF) CHARGES S CONSTRUCT ALL WETLAND, STREAM AM DUFFER MITIGATION AM INSTALL ALL REQUIRED WODLIFE PASSABLE FENCES UNLESS OTHERWSE APPROVED BY TIB ENVIRONMENTAL ENGIMEERING SECTION OF VE KENT PIBIJC WORKS DEPARTMENT 4. RECW APPROVAL OF ME REQUIRED AS -BUILT DRAWINGS FOR STREET, STREET LIGHM4 WATER SEWER. AND STDRM WATER MANASMENT FAWOES AS DEEMED APPROPRIATE BY TIRO KENT DEPARTMENT OF PUBLIC WORKS S PAY ME AUBURN SOI00L DISTRICT SCHOOL IMPACT FEE FOR MAT LOT. S. SHOW CWNUOE WM ME PARKING REWIREMENIS LP KOO ISM400 FOR THE ENTIRE PRDECT. l PROVIDE PEDESTRIAN WALKWAYS CONNECTING RESIDENCES TO PUBLIC WALKWAYS AND STREETS B, PWWOE TO THE CITY FOR REVIEW AND APPROVAL AN OWRALL DEVELOPMENT MAN SHOVING A UNTIED BUILDING DESGH CONCEPT, WINCH COMPLIES WIN PUD REGULATIONS. DAM THIS 15M DAY OF FEBRUARY 2" AS -CONSTRUCTED PLANS THEODORE PAM HUNTER (SEE SHEET 1 FOR STATEMENT) HEARING EXAM/NETT 02007 TRIAD ASSOCIATES TRIAD AS S 0 C IAT E6 -AE grkland WA9WB803 6WRB 425ml.8616 42E.821.Ml m. 800"oTeulba. wx.metleauc.am AMOVVI 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 B U t q to gill lxgg� WY E LEES A... PE PROJECT MANAGER R06FRT E. WART$ PUS PROJECT SURVEYOR MY E. LEW$ .R., PE PROJECT ENGINEER .ETERYL COY. ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: 60WH_N/A M.: NIA TED C LEWlB -1 04 WAS r m OB sOlpryAL � E 6` STAMP NOT VAW UNLESS SIGNED AND DAM JOB NO. O q-O n w SHEET NO. 21TE 76 FROM GE07ECHNICAL REPORT BY GOLD£R ASSOCIATES DATED DEC. 2003. Al GENERAL 771E ON -SITE SOILS ARE MOISTURE SENS177VE 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 DESCRIPTOU OF THE SOIL UN17S AND THE RESULTS OF THE LABORATORY 7E577NG. 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 774E DRIEST SUMMER MONTHS TO MINIMIZE DRAINAGE AND SUBGRADE DEGRADATION PROBLEMS TO OPTM/ZE 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 S7RUC7URAL FILL, OFF-517E DISPOSAL OF WET EXCAVATED SOILS, AND EXTENSIVE USE OF OFF -SITE QUARRY SPALLS TO MAINTAIN ACCESS ROADS 4.2 SITE PREPARA70N/GRADING SITE PREPARATION SHOULD INCLUDE REMOVAL OF ALL EXIS77NG STRUCTURES UTLI77ES VEGETATION, ROOT MASS ORGANIC SOILS AND ANY OTHER DELETERIOUS MATERIALS FROM BUILDING AND PAVING AREAS OR THOSE LOCATIONS WHERE S7RUC7URAL FILL IS TO BE PLACED. SUCH MATERIALS SHOULD BE WASTED FROM THE S17E 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 BACKflLLED 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 07HERWSE 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 W/SHA STANDARDS WE RECOMMEND THAT TEMPORARY CUT SLOPES BE £XCA VA TED 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 S17E WILL INCLUDE 771E BEST MANAGEMENT PRAC77CES (BMPS) INCORPORATED IN THE CIVIL DESIGN DRAWINGS AND MAY INCORPORATE THE FOLLOWING RECOMMENDA 7701VS - LIMIT EXPOSED CUT SLOPE$ - USE SILT FENCES STRAW, AND TEMPORARY SEDIMENTATION PONDS TO COLLECT AND HOLD ERODED MATERIAL ON SITE - SEEDING OR PLANTING WGETA770M ON EXPOSED AREAS WHERE WORK IS COMPLETED AND NO BUILDING ARE PROPOSED, AND - RETAINING EXIS77NG VEGETATION TO 774E GREATEST POSSIBLE EXTENT. 4.6 C0NS7RUC7ION DRAINAGE EVEN DURING DRY WEATHER, WE RECOMMEND THAT 577E DRAINAGE MEASURES BE INCORPORATED INTO THE PROJECT CONS7RUC77ON. CONSTRUCTION OF DE7EN7701V PONDS FIRST, E77HER TEMPORARY OR PERMANENT, IS RECOMMENDED AS THESE CAN BE USED FOR STORMWATER AND SILT TRAPS DURING CONSTRUC77ON OF THE UP -SLOPE POR71ONS OF THE SITE SURFACE RUNOFF CAN BE CONTROLLED DURING COUS77?UC77ON BY CAREFUL GRADING PRAC77CES TYPICALLY, THESE INCLUDE COIVSTRUC77ON 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 POS177W AND PERMANENT DISCHARGE SYSTEM SUCH AS THE STORM DE7EN7701V 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 NA77VE 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 6E USED WITH APPROVAL OF THE ENGINEER. ALTERNATIVELY, NET ON S17E 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) MIN/MUM COMPACTION REQUIREMENTS: - BENEATH BUILDING FOUNDATIONS AND FLOORS- THE FILL SHOULD BE COMPACTED TO AT LEAST 95X OF THE AS7M D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. THE STRUCTURAL FILL BENEATH FOOTINGS SHOULD AT A MINIMUM EXTEND LA7ERALLY AT IH: 1V SLOPE PROJECTED DOWN) AND AWAY FROM THE BOTTOM FOOTING EDGE. - SENEA7H ROADWAYS AND PAVEMENTS- THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST BOX OF THE AS7M 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. - U77LITY 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 U77LI77ES MAINTAINING SAFE U77LITY EXCAVATIONS IS THE RESPONSIBILITY OF THE U77LITY 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 U77LITY TRENCHES SHOULD BE BACKFILLED AS N07ED IN THE FILL PLACEMENT SECTION (SECRON 4.8) OF THE GE07ECHNICAL REPORT. BASED ON THE SUBSURFACE COND17701VS OBSERVED IN OUR TEST PITS, WE ANTICIPATE THAT DEEPER UTILITY EXCAVA77ONS WILL LIKELY ENCOUNTER SOME SIGNIFICANT GROUND WATER SEEPAGE DURING THE EXCAVATION WORK. 4.10 CONSTRUCTION MONITORING WE RECOMMEND THAT CM77CAL SITE CONSTRUCTION ELEMENTS BE OBSERVED AND DOCUMENTED BY A QUALIFIED GE07ECHNICAL CONSULTANT THESE INCLUDE: CONFIRMING 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. FILL MATERIAL FILL SHALL BE PLACED IN 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF 774E 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. WERE FILL /S TO BE PLACED ON SLOPES 774E FILL SHOULD BE KEYED INTO NA71W 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-PLAS77C FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MATERIAL. CN-SITE GLACIAL TELL EXCAVATED FROM THE OTHER AREAS AT THE VERDANA SITE, MAY BE SUITABLE MATERIAL FOR 774E POND LINER PROVIDED THE SOIL CAN BE PROPERLY MOISTURE COND177ONED 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 WRIANG 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&% DEWA7ERHNG 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 DEWATERING CONTRACTOR BASED DIV THE CONDITIONS ENCOUNTERED DURING CONS7RUC77ON 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 PRO7EC77ON 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 NA77V£ 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 WITH CONS7RUC77ON 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 NATIVE FILL MATERIALS MAY BE REQUIRED UNLESS AIR -DRYING IS EFFECTIVE. FILLS USED FOR THE EMBANKMENT SHOULD CONTAIN ADEQUATE FINES AS DISCUSSED IN SEC77ON 6 OF THE POND B REPORT PREPARED BY COLDER ASSOCIATES COMPACTED EXCAVATED TILL FROM 07HER AREAS OF 774E VERDANA S17E 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 774/0C 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 OU7FALL PIPE WHICH 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 GRADATION: FILL SHALL BE PLACED /N 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MOD/FIFO PROCTOR. SUITABLE 2 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 NA77VE SOIL EMBANKMENT THE EMBANKMENT FOR POND C SHALL BE KEYED INTO THE GROUND TO PREVENT SEEPAGE ALONG THE CONTACT OF EVS77NG GRADE AND EMBANKMENT FILL. REF: PLAN SHEET 12 DETAILS. EARTHWORK SEQUENCING; - THE CONTRACTOR SHOULD BE REQUIRED 70 SUBMIT THE PROPOSED CONSTRUCTION SEQUENCE IN KRJ77NG PRIOR TO STAR77NG 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 NA77VE SUBGRADE, MAY BECOME DISTURBED UNDER THE INFLUENCE OF CONSTRUC77ON EQUIPMENT, SEEPAGE AND THE ELEMENTS /F THE NA77VE 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 WITH CONS7RUC77ON DEWATERING AND DRY WEATHER CONS7RUC77ON WILL REDUCE THESE PROBLEMS THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PR07EC7101V. GEOT£CHNICAL DESIGN RECOMM/7NDA77ONS FOR POND C (CONTDY 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 FlNES AS DISCUSSED IN SECTION 6. NATIVE TILLS FROM OTHER AREAS OF THE VERDANA S17E MAY BE SUITABLE FOR 771E FINE GRAINED FILL PROVIDED 774EY CAN BE PROPERLY MOISTURE COIVD/TONED 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 OU7FALL A. THE OUTFALL PIPES FOR POND C SHOULD BE ARMORED W7H 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 97E (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 U77LITY 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 9.05.2(6). 70 PREVENT CLOGGING OF THE DRAIN PIPE. IT /S RECOMMENDED THAT THE PIPE BE BEDDED OfTH 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 7RENCH 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 SPECIFICA77ON 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 U77LITY 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 SH: IV 01 - a DOHIMNEYORNN THE TOP WIDTH OF 714E LINING SHOULD BE CONTINUED FROM (PER DESIGHI R DESIGN) C 774E CONTROL SECTION AT THE DAM CREST DOWN THE FACE FUTTPR OU THE DAM BEYOND THE TO£, TO CONTROL THE WATER UNTIL IT IS COMPLETELY OFF THE FILLED EMBANKMENT. GEOTEYRLE PRIER FAawc B THE EMERGENCY OVERFLOW SPILLWAY CHANNEL ON 774E DOWNSTREAM FACE OF THE DAM SHOULD BE LINED NTH SAIND DRARIM3E BLANKET GABIONS 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 EMSEOMEOW FOUNDATION DRIN STEEP, A LOOSE RIPRAP LINING WOULD NOT BE STABLE. PER PER CEBIGN OUTLET rO STORM REWER DAM SAFETY GUIDELINES PART IV, TABLE 2 ON PAGE 4-25, ROCKERY FACING A GAB/ON MATTRESS LINING 6 INCHES THICK WOULD BE ABLE ULLY-REINFORCED ROCKERY ITYP.1 TO WITHSTAND 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 W1774 ROCK WITH GRADA77ON SUCH 714AT 100 PERCENT PASSES THE 6 INCH SIEVE, 50 2H: IV OR PERCENT PASSES THE 4 INCH SIEVE AND LESS THAN 5 HIATTER PERCENT OF THE MA 7ER/AL PASSES THE 1 INCH SIEVE ,M D. 774E O MUST UNDERLAIN BY A FILTER FACE BATTER AT IHM IC T1 L FROM ER FABRIC TO PROTECT THE UNDERLYING SOIL FROM EROSIVE P FLOWS THAT COULD BE THROUGH THE RCESS DuuNaraPUL COVER ALL FILTER FABRIC MUST COVER ALL EXPOSED SOIL SURFACES OaAINAGEurEa ADJACENT TO THE GABIONS BOTH VERTICAL AND HORIZONTAL HHIaHIGN SURFACES pwlpry OwsETO VT.=RrowsE E. THE DOWNSTREAM END OF THE GABIONS KILL NEED AN SH: TV OR UNDISTURBED. MINT GLACIAL WIL ANCHOR TO SUPPORT THE GABIONS ON THE STEEP SLOPE PLATTER AND AN APRON TO PREVENT SCOUR AND EROSION AT THE ANCHOR. THE ANCHOR IS A LINE OF GABION BASKETS AT FOUNDATIONDRAIx LEAST 18 INCHES DEEP ALONG 714E DOWNSTREAM TOE OF 774E IB,,� oUILET TO STORM SE R SLOPE AND EXTENDING THE EN77RE WIDTH OF THE SPILLWAY MIN _ROCKSIa-PER DESIGN CHANNEL THE APRON IS A GAB/ON MATTRESS AT LEAST 6 NATIVE CUT ROCKERY ITYP.1 INCHES THICK EXTENDING BEYOND THE TOE OF THE SLOPE AT 7 IBM DESIGN BY OOLDERI LEAST 6 FEET ONTO NATURAL GROUND. THE BASKETS SHALL _ Kp+To •oue BE UNDERLAIN BY MIRAFI 15ON NON -WOVEN ON BOTH HORIZONTAL AND VER77CAL SURFACES A 6 INCH LAYER OF FREE DRAINING SAND CONFORM/NG TO WSDOT 9-03.13. FAu P XCnnv MOM F. A LINE OF CABION BASKETS AT LEAST 18 INCHES DEEP CONTRACTOR MNST IN5r;: RABIC ON '.. SHOULD ALSO BE PROVIDED ALONG THE TOP OF 774E ROCMERI£5 OLTR CH6 N REIpIT FCR FALL PR0/ECAGY. 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 GAB/ON LINING THIS FEATURE SHOULD EXTEND THE EN77RE TOP WIDTH OF THE SPILLWAY, INCLUDING THE SIDE SLOPES OF THE CONTROL SEC77ON. AS NOTED ou ARmaPA1 1 pRAINSPN_Ea ABOVE THIS FEATURE MUST BE UNDERLAIN BY FILTER FACE RATrERAT LBKV FABRIC ON BOTH VER77CAL AND HORIZONTAL SURFACES G ALL POND PIPES (POND C) SHALL BE ENCASED PER DETAIL, 4'MAx. COMPACTEGSTRUCTURAL.FILL SHEET 13A, AND PER PLAN, SHEETry ff. SH: pR (REPLACE LOOSE NAJTVr= WIL FLITTER WITH COMPACTED RTRJMRAL PULL) H. AS AN ALTERNATIVE CONSIDERING THE POSSIBILITY OF NECA77VE PRESSURES TO OCCUR WITHIN THE OUTLET PIPE, FOLONOAnorvOwx FOoM TTON ORNSN EwsR 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. ROCKSIZEPEROEBIGN 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 � /TAS 1211 HE wni.na.WAOWS Nn Q5MI.8145 425.82I.Ml Te. 800AwuTasu bm It' MO V V Dt'1I development 40 VIRI'DANA W 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 (£TITS A. P£ PROJECT MANAGER ROSETTE WA4/$ PLS PROJECT SURVEYOR MY E. LEW% JL, PE PROJECT ENGINEER . RYL = ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCM9: MM-'MIA M.:N/A TED C LEWNW -1 04 WAS r ro OB sRtpryAL � E 6` STAMP NOT VALID ONTJISS 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 FRONTAGE IMPROVEIMEN75 FOR 1247E AVENUE SE, 1187H AVENUE S& SE 3047H STREET AND SE 2881H STREET ARE SHOW ON A SEPARATE PLAN SET SUBMITTED TO AM COUNTY. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02007 TEIAO ASSOCIATES /TA SMMlllllllllllllel SN 1211 HE 10dand WA9909L69R9 428A21.8/48 42E021.0481 fax eoa.a08,0756 roll free ARRO VV I.JL""11 ndevelopment 40 VE �I\''L)A IV A E3�i l �s �e 0o 00 di z<1�449G14a444a WY E (£X1S A.., P£ PROJECT MANAGER RO&9!T E. ll PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .ATERYL CO.Y. All PROJECT UJIBSCAPE ARCHITECT FIRST SUBMITTAL BATE: 7128106 SCALE: Moll M.:N/A AS -CONSTRUCTED e. LEW10 -1 04 WAS r m 99 selpIs ryAL � E 6` ZI—/l STAMP NOT VAUD TIN1838 Ml3NEB ANB DAM JOB NO. O q—O n w MEET NO. 4 of %s 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. I SCALE:1"= 1DO' 0 50 100 MD CAU770V LOCA7701V OF EATSRNG 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. /TA SXN 1211 HE 10dand WA9909L59R9 428A21.8448 42E091.3401 fax e0a.a0e0756 roll free E3�i l �s�i L eo o 00 00 n a WY E (£XIS A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL IXI.Y, All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: mm--Y-100' m.: NIA TED STAMP NOT VAW RNLESS SIGN® ANR DAM JOB NO. 0 ,, 0 n w SHEET NO. 6OF 76 02007 TRIAD 339 ! / / \ \ / 357 i r 358 r r P , I r PORTION OF W. 1/2 OF i 354 5 \ i 355 tl 356 IN 359 /T6DRI, �AW. NE Wrklend WA 9&)3 WM A2 I.MA4l It MOVVlull Aft R I� WHr VEI ANA 6' ROOF SERMCEfN LINE, IB MIN.OKR PIPE\� \\ 369 Q O \ ti INN \ y \ 370 \ Z Q 371 Q 3 ( — --- f V Cc ------- ---- - it j U � \ 7RACT ZZ J to M __ - -- — — -----" Z J O M7 %374 - i - - -- - < m 8 J ! / '�_ -`� / �._`. - ___ ___ /� _ �aIO-. s.\..-6'NIGE PEDESTRIAN _ O k V y 360 / / >/"`.. -... - ' ' % --�- -- - uN P� LANDSCAPE = Z ' C ;_ _ _DWsLz O h W n ,� ` `^•. ' ^ .: ' : / _ - -- J /DEAD •� - tt CY v Oumm Y ell AS-6U�TCRACE e — — -- �/ / / �\ ,,'/ / ?% QED GRAB '7c.�� , , / ,y /..-._ SONO 4.T6-5 4J65 LL �V 1 , i � _ /, " ; ' ,%`/ .AA'v dd" \V EATsnrvc 7RACT C DETENRON - //,jZ'BENC� CS 1-1C TW .'l% 54• a YJ6.5 4J63 vy 2 a / %. ' / 376 R / a�LL SE acA P As svo eJ6 5 ; ; Y L r M/N PAD .4%� ' o� 4 .5a I . - _acc _ � / �� f EL 4PAD - v .PHA % "V W// 120 cavma iRuc oRE 4as 5 - _ /� / SEE SHEET IJ 8' NIOE I L AS SHD us 5 a. , 5' M/N. RATION B£TMSN ' . : W/ ASH RAW PROPERTY LINE AND EMERGENCY / 7! / `V OYERLeOW £L. 4T550 'I' 377 / /� /XI/ iELL'7pe�rraM a J/ \V \1/ WN PAD EL 4MO / % iode /t429Le4 _ 03 - 378 p ; , MIN PAD /: \I/ / //\l/,� , ; _ - - -'�•56 - .;; :,)` W SOUD LOvY:INC LID EL 438.0 / / k MpE BERM: EL J3R§9 # 5+OA8I. 2aS0' RT , �� ' r/ / _ 1 \ I i 1201Eh04+ \/i%' -- mm�- ___ ARIA ie• EE4Jz6z SEE SHEET B / ' I 15, F+� 379 .FSE�cPONnas A �' /%� %/ i /� A /� fy,,:p - CONSMUCT B-FOOT RICH e.Y \ �' ROAD (lrPJ MIN PAD %�/,: ' 11 / y' .Q.•'...., \ CHAINUNK FENCE OR APPIt0YE0 SEE SHEET 8 y �7RACT B g r £L. 438.0 �.. \� ^ \ IUD TROUND PERIMETER FOR POND A , : - \ SENSITIVE AREA sECHONs EMERCENcr o�ow AT SPILLWAY. SEE DETAfL l LOCATE AS SHOW 4, TOWNSHI 21 N , RANGE 5 E,, W.M. r v �lly�/ - f/ l 368 TF f- -- / IN AL 4J1.JD AS i' SHEET 13 p� r 937J6 LOCATE AS SN WN w,'//' / \\ �/\ ( 1 \ \ C S� SAT IJ FM INSTALL RIPRAP RDY E T MA At. PE W/ mash RAac ^ ¢ i / \ / 7 Ta POND B lT LONG) � IB' IE 42A9J `."� _/, � AS-BIdLT NffgRI/A MW I PROJECT MANAGER ad �'� i / i. A // ��./ W� r (]2WDE xI1'LONOJ ROfiOtTE. WAILS PLS INSTALL M AP ' b r 33 ]0 PO.ND,BOTTfMI 1 \ // SEE EARLY g ADING r J PROJECT SURVEYOR (Y MDE'x 2' MILK) e0� `' Y\\ AND ERo510N CONmIX / ROY E LEMS JL. PE g' - -- �,x V ,'... • PLANS :ALwAP L PRorecr ENGINEER` ( J u7Js 218 / �E-S / - PROJECT LANDSCAPE ARCHITECT Jr _ _ — I rinse suRmm DATE:m-207128106.!M a _ _ \ z /' § -- _ .fe 7�8_0T1T/�// �/ / POND ASB/UILTFVOLUME ONILY.FOR SCALE: eoe¢. f'-2D' vmr.:N/A l I \I/ I — 20 ..... ., .......n AS —CONSTRUCTED g8 L W 0 LO INS �r / / SCALE: 1" — SEE GEOIECHNICAL RECOMMENDA TONS & 1 ap roP aT7 - / ,.. =$a 18' IEAM FIJ0.64\�� ....y\ /�a +6 SORECONA 7RUC770N OF POND A ON opDWWte sa v1/ vV�_, �. N vI/ ® PRONDE TWO 12 fOOT -- E W W \ �SN1NgNG CRIES \ �-H6 43 W B t -... Imo' ' E SHEET B _ mE POND HERN SHALL W W W N \ \ W \ \ W _�pp E 8 a WCIllA05 A 4J6.5 - i Df'gGri AND REW �D/N6 B 4J85 _ COLDER ASSOCIATES M /R)R/NC \I/ a mE 6ERM MNS N BY I I I I I ffi 6' WOE P£O£STPoAN A LICENSED G£OTECNMFAL MAIL PER LANOSCARE ENGINEER IS REWIRED: PONDS SHALL BE CLEANED IF 1—FOOT OF SEDIMENT ACCUMULATES POND$ PIPES AND STRUCTURES SHALL BE ee 7HOROUC41LY CLEANED AT FINAL y bbtaxse�b� CONSTRUCTION.DEVE 6LDNAi. 84 RIPRAP GRADATION: MAXIMUM STONE SIZE 24' (NOMINAL DIA.) MEDIAN STONE SIZE 16' 3g PLAN 1 / MINIMUM STONE SIZE 4' s'rAWe nar vwu DUB SIGNED AND DATED oa I I V /. ny SDVSIRVE AREA \ JOB NO. /�' �'/ AS -CONSTRUCTED PLANS \i/ \/ NJ/ \i/ \� �/ 03-094 SHEET N06 70F7gg (SEE SHEET 1 FOR STATEMENT) 6 02007 TRIAD ASSOCIATES PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 440 EEC 1 POND A LIVE STORAGE REQUIRED DEAD STORAGE REQUIRED DEAD STORAGE PROVIDED MEASURED IN AUTDCAQ) CELL 2 IN POND A IS DESIGNED AS A STORMWA7ER WETLAND. S70RMNA7ER WETLANDS ARE MODIFIED TO USE THE FOLLOWING PLANTS NHICH ARE BETTER ADAPTED TO LEVEL FLUCTUATIONS VERONICA SP. (MARSH SPEEDWELL 0-1' DEPTH SPARGANIUM EMERSUM (BURREED1-2' DEPTH SCIRPUS ACUTUS (HARDS7EM BULRUSH 2-6'DEPTH NUPHAR POLYSEPALUM (SPATITRDOCK 3-7.5' DEPTH POND A DATA CELL 1 I CULL 2 DEAD STORAGE= 7,520 CF 35R) DEAD STORAGE= 19,364 OF AS—BUILT = 489E CF (16 AS -BOLT = 31,920 CF POND A DEAD STORAGE REQUIRED = 20,891 OF POND A DEAD STORAGE PROVIDED = 26,884 CF AS -BUILT VOLUME= J7,816 CF POND A LIVE STORAGE REWIRED = 75,887 CF POND A LIVE STORAGE PROVIDED >• 76,178 CF z, AS -BUILT VOLUME = 76,380 CF SEE SHEET 2A FOR GE07ECHNWAL RECOMMENDA ION$ SHEET 7 FOR PLAN AND SHEETS 13,14 FOR DETAILS AS -CONSTRUCTED PLANS (SEE SHEET i FOR STATEMENT) ® 200J TRIAD ASSOCIATES /S 1211 HE Wand ll 1425ml.BN8 42Ee2r.3481 fax eoa.4eo,0756 roll free ARRO VV iJL""11 development 40 �e o o o oIl am ZG WY E (£X1S A.. P£ PROJECT MANAGER RO&9!T E. W = PLS PROJECT SURVEYOR MY E. ( ff$ . .., PE PROJECT ENGINEER .kT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: ROEH_ 1'-20' YEil.:1'-5' TED C LEIVI9 -1 04 WAq r ro ss " BlpryE 6` �AL /l STANP NOT VAUD TmaEss SNCN® AND DAM JOB NO. O ,, 0 �7 n w SHEET NO. 8 BE 76�F f?/CASE/5EPE AND PRONOE LEAD —OUT DRAW SEE DETAIL, SHEEFiJA---- / i MINA/E ENCASEMENT ONCE P/PE CDLER /S I —FOOT CR LESS BACYFILL HALL BE SUITABLE FILL PER SHEET 21. LEAD —OUT DRAIN ` TvCONSIRUPTVOkVM. - �01/AL 8 f22 LEAF (POST _ CONSTRUCT 10. x B25' TALL x I' WICK TRACT ,iT �y.WIDE _ rcTEm PER-DErau...iwcET 14. 9 AREA OF ME RPE AND ACM SHALL ON lDiCA_ W ViT, () MOAN � _— 382 — . T INTO DRA C.� App`ACENT TO FOUNDAnON DRAW CONTINUE =� NAO OUT DRAIN AD9ACE/✓T DISCHAR PIP£ V f INSTALL l MAINTENANCE VW £.,. BAamW7H u x�m svlraecE Flu.¢ER' SHEET 2a. / / l£T✓T IN CRONN OF OUn'A CB l TIDE 11-72" W D LOCKING L/D LOCAL�EE AS SHOWN l ' TOP ''�aaocJAx58 I£ 3Bi4P3JB62D IBRW/ / W/ CONTROL 51RUCNRE { SE£SHE£T 13 I / PIPE,9p ONCE PIPE COVER IS 1-FOOT OR LESS JL R?EU L BE� SUITABLE PER SH 2A / SECHb.Ns U ' i / /i r RF r' Ii/ /If y% /` G / If COVSTRU 6'-H / FENCE 014 APPRL T WIC / i /' i AROUND'PERIMET ROAD I r I r\ 11 I � r � r ` l fl. .W2Y�Y PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. J i LOCATE AS SNOWN 2T i / W/TRASH RACY . v +y� J92 -------------------------------------------- �'c5 If c)o �. .70 .. IV PROIO EAO-OUT — DErA ':.� —�•. -_-. �/. �/ �/ �/ �/ q/ _. T 1 A CA MLNI ONCE PIPE IEREYIS7. - MOT OR BACKFlLL SHALL BE SUITABLE FILL P .. _ �._sNEEL _ _e - — - JB6 ___ •L V/ o LEAD -OUT GRAIN TYP ODNN iR m FN TER D/APHRA(�L RAt/ r HEET IJA ! -- _ — --Jgg___�\ NIS_ eb ' - --- o-- x ; — -- _ ----------------- — �_ ---Jso-' / ----' ----- \ . -----CONSTRUCT 10.5' HIDE x 825'___________________________________-�.\. FILLER DIAPHRAGM BUILT PRIOR TO INsrallAnON OE THE ` 3"ry? yya ii ••°E�cEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE2EEE •9EEEEEEEEEEEEEEEEEEEEEEEEEEEEiEEE 9EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE ''Ei'EEEEEEEEEEEEEEEEEEEEEEE;EE � 5cCaattatttttttttt ltt i 55 sy -, 'v 1ns V or FOOD 9 wmm ro OF WE SEW cmS7I?Uc77 Y SFALWAY imr AT MAL MOSS � S F kVA m /f• •tip,, _. s - .ram' F CONSTRUCT 2'/ ANn-SI MJ _ __ __ r Ou uL ce _ ___________ 1QR 2-1A. E PRIMARY EMERGENCY OVERFLOW / / STRUCTURE PER DETAIL, SHEET 14 AS OWN LOCATE AS SHOWN ISH RAW IUP B w rP 18'/E 3BB.BP390.Q5 / I ✓O BOT10A / 17 x 2' irod() / i L__� PHA SE 1 POND B CELL 42 SOTTW AK %RACT T EL 309W? iI DETEN77ON tJ]AeJ EMERGENCY OVERFLOW / SPILLWAY. SEE DETAIL, SHEET �Ty IJ AND CEOTECHNICAL REED SPILLLL DAnONS M WAY SHALL EnNUE THE FULL W , EXTENT OF THE 5!2 SHEET iJ FCIP AS -BEAT r AFpiA/ATfOW. �-- r: r _ r - ;\ E}251WD GRALIE L4 SCALE' 1" = 20' 1. Asoclnras �AW NE Wrklentl WA 9&33 03M A 21M IlB WAFmwlx W Nadas cl.m]m[J ��j YAMO BA 40 2 VE RlD ANA Q Q C) co y Z Q 3 O j 1 h 2 J to 4 O Q N Q W UO cc U L W i Y Q ccU. Q. W U 8 W 28MM��y b� PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 390 F?3E7 RM0 EL LP POND B LINER NOT TO SCALE SEE SHEET 9 FOR PLAN AND SHEETS 13 14 FOR DETAILS t POND B DATA DESIGN AS -BUILT POND B LIVE STORAGE REQUIRED (BY KCRTS GALC) 286,121 CF 329,325 CF LIVE STORAGE {NTH 5T ENGINEERING F.OS 300,427 CF UVE STORAGE MOH S,T CONSTRUCDON F.O.& 314,733 CF DEAD STORAGE REQUIRED 106,996 GF 126,173 CF DEAD STORAGE PROVIDED 131,J49 CF PLUS AS MEASURED IN AUTOCAD SiDRMFTLTLR MMMMM AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) �Tso 1211 NE KiANW.WA 00096 3 AR6.321.8 42582134811i. 800488 OT56011M1w YARROWBAY devetopment ''IR®ANA 0 0 0 0 0 0 m 3 Y �44a4�4©4444 ROY E LEM£ . ,, PE PROJECT MANAGER R09ERT E. WA" PLS PROJECT SORVRYOR ROYE 1£M$ X.., PE PROJECT ENGINEER .EfTFRY L COK A PROJECT UNOSCAPE ARCHTTECT FIRST SUBMITTAL DATE: 7128106 SCALE: m :1'-20' rert.:1•-s• C LEWIB -1 04 WAS r ro 00 TONAL Q 6 Z1_12 1D STAMP NOT VIED UNLESS SIGNED AND DATE JOB NO. 03-0CA SHEET NO. 10OF 76 02007 mIAO II I I I 1 i STRUCX0 A ADINTIE POND BERM LL CEjjO0 DES/QY/AND REWIREMENhY/BY i) COLDER A550LYATES MON/TCWING tt OF TCCHEEENNSSBEp hf CONSTRUCTION BY ENgNEER'IS ROIECHMCAL� Ep/lRE0. I \�/Ii r• 6 I l { °E TRACT TT DDRAArry �77W AREA�l'/acav�T I r i caysmucr sPlLl.war WTH PDRWs �.�„ _ i II f REMAINWDEElRZ PIUWAY ALl,�F sn¢Lwr Ill-=::1 lI 11 U ) ' GABI SKET EMlFGEN VERFLOW l R ' . jl ' ENCH 1 ALL B£ W W W C£01£CHNICAL Car/M£NDAnQNS. IUNDE THE BERM t SPILLWAY SHALL CONTINUE ME FULL MET 11 /EXTENT ON THE DONNSLOPE. �I y q S RO D WL LL d99:5P PRo GABIONv iF H / -.y r I MAW To 1 { SPLMAY PER CEOTECHECAL SE�EIE�NOA TONS, qA l ;w SIR T 2•A - SIPHON AIR t'EP/ CRO OF F I � \/ t\/ WTF PE. PER DETAIL. 151 1. J t CLWSIRUCT 105' WIDE x 8.25' TALL x 1' THICK FILTER r / / l ' DI,IAPHRA4W PER DETAN( SHEET IJA. FILTTEIR,.,DIAPHRAGM SHALL ,.t \V By.6ullr PRIOR ro my¢raculTll(I11NN OF THE ffPE ANPP t� ENCASEA0SF7, (TIP). FlL iFR DIRPNRACM ORAINAGE.�9HALL ♦ / l 1, Yr r j. I CONNECT INTO THE LEAD-WT DRAIN AD ACENT ro DISCHARGE { CASE R AND PROWDE LEA ' WT DRAIN SEE$ TA! /� 4( �y EET IJA IERMIN ENCASEMENT PIPE COVER IS �r .. '/ l Ir A$'pFLMT AN i I 1-F007` OR LESS BAC RLL WIN SUITABLE FKL PER SHEET 2A l - I I ! /, LLW "i 1 r OU7FALL MMNN SPNLW Y- I t I 18" IS MO WJ81.21 SEE DETAIL SHEET IJA { \/ OU7FAL%lx \I/ W ' I LOCATE AS SHOW ✓W j { W/ TRASH RACKF 18• IEd . CONO J7d.TJ ' V�/ r \SEE DETAIL. { • i L£ NWT DRAIN SNAIL T AT - MCI( x 2 UM E. LLYIUIf TXT GRAIN SNAIL ' INSTINA/ARLL MAD CENJITO l I ASE ND �QE a ANW /ES OA i 0 WyE�q 'ir _ram i CCOONNSmUCnW bF W w.AVIPEs i PRONGS A DISCHARGE TO WIFALL PADEA W , tmilxl9 WET o' W / G ' WND SE aF FILTER VAULT '� ,., i.'• j i W B ANKET GRAN �x ALL HLEAD-W %CWN 1£D To DRAIN GE0/EGHN/CAL TO / AOJ/t Ni TO OISLYIARCE PIPE ' 3y .'IJ t' RECOMMENDATIONS �( IMP FREE DaaiANc S I i RT ERCREA RON r S AV INC ID NSDOT 9- 1J(1) ' SANG AINACE 9LANKET P£R �� / / / � i LYWSTRUCT 'CWJIECH• OR EW / -.�'" GEOTEQJI ICAL £NCMEER �' I/x28.5 LEAF COMPOST DLIER/ R£C nON �/ • , PER DETAIL. SHEET IA SEE;pEr /t, SI rJa/ I'GUAISMUCT I0.5' W90E x 825' TA x Y THICK RLI£R 7 ' DIAPHRAGM PER DETAIL, SHEET W. I-fi IN HRAGM �14• CLEANMWI J �' SHALL BE BUILT PMOR TO INSTAg ATION OIC THIN PIPE ` AND CWC. ENCASEMENT TW SEE DETAIL SH JA. ' I � � flL1ER DIAPHRAGM SHALL BE HIDRAUUC i ; - '' ( '� r ' i � /' CONNECTED-ni FREE DPrdINING M ARODUND - ,'--- - _,yo1 f _7-- 5lYFi �IA / j / BACKFILL WTIi SUITABLE FILL , I I l I I /I I I I IL ;I i I ley I /1 El r/) sP9L ep / CELL / , t EL.; / TT61 v 1 • lE /9• dB1.73 19• E J91JJ . a g9r.n I ti ' S)RUCT'2Y AA AIR PENT GROIN IIIWiTT I A PEA' SHEET NA. , ' t i I I I ENCASE PIPE BA�RENCASEMENT DRA U N1 GRAIZF N UPS EDESiMAN 1 / r WESTERN rLIMIT OF WTOFF \ \ \ \ t LA l ,i TRENCH. CUTOFF 1RENCH ` ` ' 1 l , AUCNEO HTI1 CENIEMJNE DF \'�- B0MI.. THE UWT OF THE \ ` I t ( WR TRENCH MAY AONST ACCORDING$EL ' TO FID Il lj CWcowaIRM STBUCT 6=HIGH CHAIN UNK FENCE OR APPROVEO EWIVALENT / I AROUND PERIMETER OF POND Ml ,Jv! TE�T' ERFLow cB PE a-,B POND CRIMARY EMERGENCY OYERftOW 'rp�/�}IRU7RACTDETENTION•CELL F2 BOTRMI RUMINATE EL. IS 1-FOOT W LESS (T PER �1�EET 2A. NO LEAD-WT tJ7821 A / ]£F INTAA GMS (TY➢). L./ L+ �'/� . / CB 3-14 I. r INTAKE J ._..-_ -PHASE-._ I ( )f LOCALE AS SHOW W/ MASH RACK`fGY1D1.W TOP 39161 I i � 180 IE d8x?BP JBLD9 .. 12• IE J90.18 INSTALL RIPRAP TO POND BOTTOM 1m (Y WIDE x 2' THICK) 1 CONSTItUCT TY ANTI -SIPHON AIR VENT IN CROWN ON WIFALL P1P.. PER DETA& SHEET IM. �� -' " 6 �R'u p,.:.1B1.W. ..-09�.. .! �� i i i l I i1i i I it I F I CELL 07 80770M »AX. OUTFACE 1.V-2A \ W TRASH MM RApCOK dJ71.01 / , : / : /'� / / RT µ' J-11 i J64Ed6B: B(YS31480 ��',Y+58.JJ, 1 INSTALL MPRAP\ - /; .'�/�, .' i / , i / / / 12.J9' LT l IO PIXJD BOTiO1T i : ' ' .' / , ' ,✓ / )OP JB2: 12• IS JW -Jeeo�� — �1 SCALE: 1" = 20' 0 10 20 40 /ASSOCIATES �Aa. NE Wrklend WA 9W] WM 8"WAW.OIWxMIfm mm �T� nnNeJe�I ro A`, It MOVVlull 40 VEIRI'DANA Q 0�4%cc Z � Q C to QUJ to ? a J Q N Z ~ C 2 ' ~ rL Y Wma j I� W cc CL QQ LL I s U4 Y O G Ti 6 Ti O ra L� G �333 Q3p PROJECT MANAGE! RORNT E. WA" PLS PROJECT SURVEYOR ROY E. LEM JI. PE PROJECT ENGINEER JTTmY L. cox, Ae PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: 110®E_ /•=20' 1@1_NIA 77W AREA �s61p�—�O` 12 lay i. _�_ � CAUTION -` LOCATION OF EXIS77NG UTILITIES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL THE BERM IN POND C REQUIRES A DAM INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TOPOGRAPHIC INFURMA71ON IS FOR SAFETY PERMIT ISSUED BY THE TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO sTAWP nar VALID AS-BUILT VOLUME ONLY. DEPARTMENT OF ECOLOGY. THE BERM PROCEEDING {NTH CONSTRUCTION. YOU MUST CALL UNLESS SIGNED AND DATED PONDS SHALL BE CLEANED IF 1-FOOT SHALL BE CONSTRUCTED ACCORDING TO 1-800-424-5555 NOT LESS THAN TNO FULL RIPRAP GRADATION: O' SEDIMENT ACCUMULATES PONDS 774E DESIGN AND RECOMMENDATIONS OF BUSINESS DAYS BEFORE BEGINNING EXCAVATION AS -CONSTRUCTED PLANS JOB NO. W� SEE CE07ECHNICAL RECOMMENDATIONS MAX/MUM STONE SIZE 24• (NOMINAL D/A.) PIPES AND STRUCTURES SHALL BE GOLDER ASSOCIATES. MONITORING OF THE WERE ANY UNDERGROUND U77LI77ES MAY BE Oa7-O94 FOR CONSTRUCTION OF POND C DIV MEDIAN STONE SIZE 16" THOROUGHLY CLEANED AT FINAL POND BY A LICENSED GEOTECHNICAL LOWED. FAILURE TO DO SO COULD MEAN BEARING (SEE SHEET 1 FOR STATEMENT) SHEET 2A. MINIMUM STONE SIZE 4• CONSTRUCTION. ENGINEER IS REQUIRED. SUBSTANTIAL REPAIR COSTS SEES? NO. / /./ OR / V ....................................... u 02007 TRIAD A650GATE6 m 390 m KEM ELZ SEE SHEET 2A FOR GE07ECHN/CAL RECOMMENDATIONS, SHEET 7 FOR PLAN AND SHEETS 13,14 FOR DETAILS POND C DATA DESIGN AS -BUILT POND C LIVE STORAGE REQUIRED (BY KCRTS CALL) 30,756 CF 362,744 CF LIVE STORAGE WITH 5x ENGINEERING F.O.S 346,243 CF LIVE STORAGE WITH 5R CCNS7RUC770N F.O3. 3627J2 CF DEAD STORAGE REQUIRED 116,664 CF 134,727 CF DEAD STORAGE PROVIDED 116,7Y5 PLUS AS MEASURED IN AUTOCAD STORMAVLTER ONEENTEREEPENT DISCHARGING TO NATURAL GROUND ELEVA77ON AT J81 FT AS -CONSTRUCTED PLANS (SEE SHEET i FOR STATEMENT) /IAS RLAD -Am HE 10dand WA9909L69R9 42HA21.BNB 42Ee91.3481 fax eoa.408,0756 roll free 0 w'. 373 's '�m3 e =Eb44®4a4444a WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. WAR/$ PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIREP SUBMITTAL RATE: 7128106 SCALF: mil Yml.:1•—s• TED C LEWIB -1 04 WAS r ro 90 sIs" B 1pE 6` AL ell/2VZ9 STAMP NOT VAW UNLESS SIGN® ANTI RAT® JOB NO. 03-094 SHEET NO. 12OF 76 ®z0m m1A0 POND A FOR POND PLAN VIEW, SEE SHEET 7 FOR POND SECTION, SEE SHEET 8 * CWTRACTUR HAS BEEN NOnHm TO RECONSDUCT SPILLWAY, DEC 2007 `O.50' MIN. NOTE ROCK -LINE BERM (AT WVD/ `0.50' MIN. SHOW) ON OUMDE OF POND TO ME BASE OF THE BERM. Dw5=43500 EMERGENCY SPILLWAY DETAIL NOT TO SCALE MODEI. OR 120 CLEANOUT/B• Sl£AR L STANDARD HOPE MW LOCKING BOLTS 8� P MIN C EAR ELBOW (Tw) RIC 04 R PLAN VIEW 6• MIN. 6 6" MAX. N 12 GA END PLATE SEE SECRON FOR DIAMETERS ELBOW DETAIL NOT TO SCALE SECTION VIEW CB 1-1, TYPE 11-54" FLOW RESTRICTOR W/ OIL WATER SEPARATOR SCALE: i• = 2' POND A FOR POND PLAN WEW,, SEE SHEET 7 FOR POND SEC77OK SEE SHEET 8 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. POND B THE EMERGENCY SPILLWAY SHALL BE LINED FOR POND PLAN NEW, SEE SHEET 9 W7H ROCK —FILLED GABIONS WITH A GAB/ON FOR POND SECRON, SEE SHEET 10 MATTRESS LINING 6—INCHES THICK. TOP O�F BERM 39177 O5O' MAN OVER OW EL. J93 W FREEBOARD TOP OF BERM 303-Ss GEOTEXRLE FALTER FABRIC / NOTE' PER SHEETS 2A, NOTE ID fi "r GAMON BASKET LINED BERM (AT MUM AND SHEET 12 RLT£R FABRIC SHOW) ON OUTSIDE OF POND W ME BASE OF SHALL BE PLACED DIRECTLY WE BERM. DWS=39200 BENEATH MEGABIONBASKET EMERGENCY SPILLWAY DETAIL AND STALL EXh D UP ME SIDES 1. MAPEZD'OAL CONRGURA nON MUST EXTEND TO RNISHEO GRADE A NOT TO SCALE FULL LENGTH OF EMBANKMENT. n r c r.nry c Ajl r W M WTSOE DIM1/4" LESS MAN INSIDE DIAMETER OF CONWCnNG PIPE PIPE 'A' SHALL B .. STORM INTO THI my WATER QUALITY MWEL OR ISO RESiRICTOP A D (NLEr -PIPE NSCHARGE ♦. YEAR STORM I I ry � EL.BOw (rw) CLEANWT/ 8- HEAR GATE \ � I � ROUND SOLID LOCK/N( HOPE SIPS SECTION WEW A SECTION WEW B' NO7E.• THIS DETAIL ALLUSTRATES THAT E THERE ARE TNtl RISERS WTH/N ' CB 2-1. IT IS ONE STRUCTURE. CB 2-1. TYPE II-72" FLOW RESTRICTOR W/ OIL WATER SEPARATOR SCALE 10 = 2' ad:4 POND C FOR POND PLAN NEW, SEE SHEET 11 FOR POND SEC77ON, SEE SHEET 12 THE EMERGENCY SPILLWAY SHALL BE LINED W7H ROCK_RLLED GASIONS N97H A CABION MATTRESS LINING 6—INCHES ]HICK 1886' 4. " MIN. EMERGENCY O50' MIN. 0.50' Zi'WA>, �MAN01�ENLOW EL39Q00 RD TOP OF BERM 39B:59B GEOTEXnLE FILTER FABRIC / NODE: PER SHEETS 2A, NOTE 10 1. 6'"r GABION BASKET LINED BERM (AT AND SHEET 12. nLDW FABRIC W1DTH SHOWN) W OUTSIDE Cf PIXJD TO nl£ SI/ALL BE PLACED MR£CMY BASE OF ME BERM DNS=JB9.OD BENEATH WE CASIW BASKET EMERGENCY SPILLWAY DETAIL 2 TRAPEZOIDAL COAARGURARW MUST EXTEND AND SHALL EXTEND UP ME SIDES NOT TO SCALE FULL LENGTH OF EMBANKMENT. TO NNAS/£O GRADE. A' FOR PONDAS-CONSTRUCTED PLAN WEW, SEE SHEET PLANS 4" -4 , 4 ; OR srarvo W STEP OR UDDER UMINUM UFT ROD WRE TO STEP 6K PLAN VIEW IYU/LT/ N GL!!!!Y -36647 GAUGE STEEL STRAPS BOLTED OR IMBEDDED 20 • IN WALL AT MAX. 3' � SPACINGClEANOUTI 8' (OP) SHEAR GALE � II IB• IEd686& M." PS W/ 2• BEEHIVE STRAINER 08- ELBOW EL BOTRMI PLATE" T MRE II-72• CATCH BASIN J)B OB BOTTOM £L die.B JMO6 BOTRAN EL diB.B& SECTION VIEW A8 F7HEURE E. SECTION VIEW Wo DETAIL ILLUSTRATES THAT ARE 7N0 RISERS WHIN —1. IT lS aJE STRUCTURE. CB 3-1, TYPE II-72" FLOW RESTRICTOR W/ OIL WATER SEPARATOR SCUT 10 = 2' POND C FOR POND PLAN NEW, SEE SHEET 11 FOR POND SECRON, SEE SHEET 12 /TASso 1211 HE wni.na. WA9803 -692e 425M1.8618 42E.e21.M1 m. 800"oTseu bw . 'ems.oc.mm I ARRO V V Dt'1I development 40 VI RI'DANA 0 w'.373 'sim3 C oma�oos _s�? <b44®4a4444a WY E (£X1S A. PE PROJECT NANAGER R09FRT E. W = KS PROJECT SURVEYOR MY E. LEW% .R., PE PROJECT ENGINEER .ATERYL COX ASA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: now. -N/A M.:N/A AS -CONSTRUCTED C LEWIB "l 04 WAS r ro ss " OlpryE 6` AL zrz-/2 STW NOT VAIN UNIESS SIGNED AND DATED JOB NO. 03-094 02007 TRIAD SHEET NO. 13 OF 76 1401 1391 371 n/fil 011 / BLANKET PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. RISER CB RISER HOOK CLAMP J14" DU. SMOOM BARS LOXER STEEL BAND 3/40IHICN x 4- WOE FORMED TO FlT IN GROOVE OF CB RISER PROMDE MAINIZAl ACCESS BY WMNG (4) DROSS BARS TO (4) VERTICAL BARS AS SHORN. HINGE UPPER ENDS WTI/ FLANGES/BOLTS AND PRONGS LOCKING MECHANISIM (WTII PADLOCK) ON L011 END. LOCALE LADDER STEPS DIRECTLY BELOW PLACES EVENLY / SPACE). SEE DETAIL BELOW. PLAN VIEW R STEEL BAND 3 4-]HICK x 4" FORMED TO FlT IN GROOVE B RISER 24" SEE N0 £ 1 T 3 4x 4"WOE LONG SMOOM OTII BARS W11XO D UPPER AND LMLY BANDS (S24 BARS EE NOTE EVENLY SPACED. SM.. STEPS TYPE 2 CB 18" INLET Phe 11 15' (TIP.) SEE NOTE I POND B EL- J9&00 POND C EL- J92.00 POND B Ell 382.00 POND C EL- 389.00 BOL TEO OR IMBEDDED 2' IN WALL AT MAX X sLACNG (TIP) -1 18" OUTLET PMF_ I SECTION A -A DIES. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. CB. FOR DIFFERENT DIA. 095 AD,A/ST DIMENSIONS TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" 0.0 MAX. SPACING OF BARS AROUND LOWER STEEL BAND. METAL PARTS CORROSION RESISTANT, STEEL PARTS GALVANIZED. ANTI -SIPHON AIR VENT/ DEBRIS CAGE STRUCTURE NOT TO SCALE I 1 (. i AIR VENT PER CONI RDL STRUCNRE// AIR VENT DETAIL SHEfT iJ INSTALL IN -LANE 5' MIX .RNB�RBfI MA/N7EMoVIE VALIE BERM DYER OF PIPE TIP CONSTRUCT fay WOE x &25' 6 WAE LTER DIAPHRAGM TALL x 1 WICK PER DETAIL SI SIFT 13A. ! EDESIR/AN MALL ORRiOl PIPE FILTER DIAPHRAGM! SHALL BE BUILT PRIOR TO INSTALLATION OF THE ---- 1 PIPE AND CONG ;ENCASEMENT. (1YP) DEL J9a50 (' TRACT TT €y TRACT CC It SLNS/EAREA j D 7EN71ONVE / J '_iB" O 0.00T 1 _ P _IXWIECH_ (OR CELL BENCH �P' J LEAF P0.5T FlL1FR PER TAIL SET. I4 ' \50 INTAKE J ENCASE PIPE IN CON ETE W ]RA RAG( ODIFALL 3 SEE DETAIL SHEET 1 . 18" IE 82.00 W TRASH RACK TERM/VIALS ENCASEMENT ONCE TYPE Il 72" INSTALL RIPRAP TO IB"/E 3]9.J0 PIPE COVER 15 1-FOOT OR LESS W .OUD LOCKING LID POND TTO.M SEE. DETAL,. IRIS SHEET_. _. _. PROWDE.LEAD-OUT DRAIN DOM-�9R£AM OF _. _._ TOP 390.50 ICI'-1B" 17'H7_x2 TINICK) FILTER OIAPHDIAPHRAGM.lLEAD-OUT -RAIN O 0.lOx fB"IE mTROL R2.00 STRUCTURESEE BE ADJACENT 10 OUTLET PIPE PIPE SEE DETAIL G TINES BELSHALL (NOT MOW),Ill 5/I'EET W/ I3J .SFI£ET. 2-C ANTI -SIPHON j FREE DRAT NG MATERIAL SHALL SE PLACED AIR OT N CRONN O< PERIMETER OF THE VAULT CONNECT, AROUND T PIPE [M�31) PER DETAIL, HYDRAULICALLY, TO Ril OAPIIRAGM UPSTREAM .HEFT M. (' tY vAULr.ANv TO.LEAD...OUT DRNN..DDMNSIREAM ........... IOR IADJACENT ICI OSOTARCE PIPE (SEE NO I FOR LEE AD PROFILE ALE !NT GRAIN ABOVE) I I - HORIZONTA POND C OUTFA L i = JE' VERTICAL EXISTING GROUND EL. OVER OF PIP£ m > xxx l h 1 h h M M M M h M90 ISO M70 L: •Ln.. n Jy`�� IWgROM PIPE PIP .., ,OW A STORM PIPE ENCASEMENT (UPSTREAM OF FILTER DIAPHRAGM) NOT TO SCALE col FILTER DIAPHRAGM O NOT TO SCALE 17 FILTER DIAPHRAGM ENCASED OUTLET PIPE STORM PIPE CONSTRUCT LEAD -OJT DEAN CUTOFF TRENCH ADJACENT TO TI/£ OUTLET PIPE (NOT BELOW NE OUTLET Al FILTER DIAPHRAGM DETAIL NOT TO SCALE NOTES: LONl SPECIFY 5 SACK MINIMUM FINE AGGREGATE ASTM C-33 OR MOT 9-OJ(2)B CLASS I EXAMPLE /S FOR ILLUSTRATIVE PURPOSES ONLY, SHAPE O" PEA WA VEL CORE CROSS-SECTION IS ARBITRARY, SELECT FOR E015E OF CONSTRUCTION PEA DRAVEL SHALL BE WASHED PEA Doll GRADING l MOT ISM sPEDIFIDATIays. CONSTRUCTION SEQUENCE 1. CONSTRUCT THE FIRST 21" OF ME TR. TER DIAPHRAGM PRIOR TO PLACING PIPE 2 EXCAVA IF FOR PIPE TRENCH AND ENCASEMENT. J. TRENCH AREAS FOR PIPE, ENCASEMENT, LEAD -OUT TRENCH AND nl DIAPHRAGM. A. PLACE SPACERS OR SANDBAG AT BOTTOM OF TRENCH TO ALLOW SPACE MOW PIPE FOR CONCRETE B. LAY PIPE FOR PRIOR ENCASEMENT. C ENCASE PIPE IN CONCRETE. CONCRETE SHALL BE CL3000 PER MOT SECON B-14 CURING SHALL BE PER MOT D. PIPE TRENCH SHALL BE FREE OF DEBRIS AND WATER PRIOR TO PLACEMENT OU STRUCTURAL BACIRFILL. E MINIMUM C01ER OVER PIPE SHALL BE J-FEET, PRIOR TO CONSMUCTON ACTIVITY OVER TIME PIPE. 4. CONSTRUCT LEAD -OUT DRAIN ADJACENT TO NE OUTLET PIPE, DOWNSTREAM OF THE RLTER DIAPHRAGM. 5. CONSTRUCT REMAINDER OF TII£ nLTER DIAPHRAGM. 6 CONSTRUCT REMAINING EMBANKMENT LA1ERS ACCORDING TO SPECInCARONS iT 15 RECOMMENDED THAT THE EMBANKMENT, CONSTRUCTION O- ME nLTER DIAPHRAGM, PIPE, LEAD OUT GRAIN, ETC. BE BUILT UP TOGETHER FOR BETTER RESULTS IN CLMNPACRON. CONE WIH FINE AGGREGATE: 6" MIN. ALL SIDES EXCEPT PIP£ OR CONCRETE. C LEAD -OUT DRAIN (DOWNSTREAM OF FILTER DIAPHRAGM) m SCALE FILTER DIAPHRAGM CONSTRUCTION SEQUENCE DETAIL NOT AD SCALE NO F7LL OF R/PRAP OR EXCAVATION SPILL OVER ABOVE i EXIS77NC WETLAND ELEVATION. PLAN VIEW NOT TO SCALE PROFILE VIEW I =20I HMI TAL 1"=5' KRRCAL OUTFALL NOTES: W>fALL� T. STAKE THE NG I CL CLEARLIMITS OF THE POND AND CLEARING LL STRUCTURE IN THE f7ELD. INCLUDE A HUB AND LATH INDICATING 774E CUT OR FlLL TO THE PIPE INVERT, AT 7HE END OF THE OUTFALL PIPE. MIZAL PIPE OUTLET DETAIL NOT TO SCALE ARM TO SPILL OVER. APPROVED FOR CONSTRUCTION BY: KENT CITY ENGINEER DATE /AS aWllllNNNl 1211 HE 101md NA9l 14Rlm1.8M8 42Ee21z4s1 fax M 408,0756 toll free YARROVJW 40 development LD LD zz 3 3 '1 Tp C �I In WY E (£XIS A... P£ PROJECT MANAGER Wool Ill PLS PROJECT SURVEYOR CARRE W KEA RM9 P£ PROJECT ENC]NEER .ATERYL CGY. A&A PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: 909H: 1"-20' Y@1.:1 •�5• e. LEW)B -1 04 WAq r m 4A' G.P m 'p s OION L Q 6` ell/l STAMP NOT VALID aNLEHH MGMD AND DKJIM JOB NO. 03-094 13A OF 76 02008 TRIAD ASSOCIA POND B FOR POND PLAN WEW, SEE SHEET 9 FOR POND SECTION, SEE SHEET 10 24'm FRAME AND a' x V (NOMINAU CCNER(TYO P 35 HATCH USAF NTF 4) � (BEE NOTE 4) n: ff RMf. HATUF 4'-6"MIN (SEE NOTE 2) PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. POND C FOR POND PLAN WEW, SEE SHEET 11 FOR POND SECTION, SEE SHEET 12 _—....._.. ...............� MANINW BEE NOTE 2) mESTORNwATvtMNotzMwr o .Tuw- UI 8'x22'STORMFILTER-SECTION VIEW �A�707.527.5"°6s0205vs 1 A 02006 CONTECH Sormweter Solutions ENTENTE TENDING A�V�IT�AIJ" 8' x 22' PRECAST STORMFILTER DRAWN '150"MMMM, iii MUM" PLAN AND SECTION VIEWS 1 STORMWATER 5 NO INLET BAY DETAIL tw anb[NlwmxaM,.wmDATE 10"s I SCALE. NONE I FILE NAMEDARwN. ww NED. NrG GENERAL NOTE5 II Emwr LTER BY CGNTEEH 5TORMWATER 5OWTION5; FORTIPND,OR(800) 545-0667; 5EAR20ROUGH, ME Lb] 00]d6)6; UNTHIGIM, MD(866)T40-33 18, 2)FILTERCARTRlD )TOeE31PHON-ACTUATEDAND5FIE-CLEANING, 5TMOMDDETAILDRAWING5HOW8MAXIMUMNUMDrKOFCARTGW6. ACTUAL NUMBER REQUIRED TO BE 5MGMED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CON51RUCTED IN ACCORDANCE WLH ASTM C857 AND C858. METAL GNAWING RfFLfCT5 DESIGN INTENT ONLY, ACTUAL DIMEN510W AND CONFIGURATION OF 5TRULNRE MUL BE 5HGNN ON PRODUCTION 3HOP DRAWING. 4) 5TRLCNRE AND ACCE55 COVERS TO MEET AAMTO H-20 LOAD RATING. DOOR5 RATED FOR INCIDENTAL TRAFFIC ONLY. 5) 51 MQUIRF5 2.3 FEET OP DROP FROM INLET TO OUTLET. IF COM DROP 15 AVAIUI9E, CONTACT CONTECH STORMWATUR SowTION5, 6) INLET AND CURT PIPING To BE 5FEQPIED BY ENGINEER AND FROVIDED BY CONTRACTOR. PRECAST 5TCRMPILTER VAULT EQUIPPED WITH EITHER CORED CPENING5 OR KNCLROUIS AT INLET AND OUTLET IOCATION5. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A 5HAIDDI. SY5TEM L9 MEHIREO, CCMALT CONTECH 5TORMWATER SOUTTION9 FOR OTHER Off ON5. 8) ANTLFIOTATION B LNYT TO BE 5FECIFIED BY ENGINEER AND PRONGED BY CONTRACTOR IF REQUIRED. BAUAST TO BE SET ALONG ENTIRE LB(TH OF BOTH 5IDE5 OF THE STRUCTURE. 9) ALL 5TORMFILUERS REQUIRE REGULAR MAINTENANCE. UffR TO OFfR VION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. BALE (SEE NOTE Arvn-FIONUON Ba T wmrn neIGM .µ sroRMw.TeRAwN.ceMevr NOTE5I5PeaaL REGu1RETAENrS: 8'x 22'STORMFILTER-TOP VIEW %11 2 FAINO PINGING 02008 CONTECH SWater Solutions A;INu4%1IRw""' 8'x 22'PRECAST STORMFILTER DRAWN TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER NO INLET BAY DETAIL anMNmAmmwnarmm tonws xavEFILE MME DRAMww CHIVIIED.No PANEL VAULT STORMFILTER- PLAN VIEW i11 1 PANEL VAULT STORMFLTER-SECTION VIEW (A\ 1 A.41�_\_RIAIJ' I V x 29'-6" PRECAST PANEL VAULT STORMFILTER U% •� 1 MUM" PLAN AND SECTION VIEWS STORMWATE� NO INLET BAY DETAIL /SOLUTIONS... GENERAL NOTE5 1) STORMFILTER BY CONTECH STORMWATBR SOWTIONS, PORTAND, OR (BOO) 54&4667; SCPRBOROUGX, ME (I 907-5676; UNTHICUM. MD (BGG) 740-3318. 2) FILTER. CARTRIDGE(5) TO BE 51 THON-ACTUATED AND 5ELF-CLEANING 5TANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER Of CARTRIDGE5. ACTUAL NUMBER REQUIRED TO BE 5MT LIED ON SITE PUNS OR IN DATA TABLE BEILN. 3) PRECAST VAULT TO BE CON5TRUCTED IN ACCORDANCE WITH A5TM C557 AND C558. DETAIL DRAWING REFI£LT5 DMIGN INTENT ONLY. ACTUAL DIMENSION5 AND CONFIGURATION OF 5TRUCTUIRE'MLL BE 5HIX4! ON PRODUCTION 5HCP DRAWING. 4) 3TBUMRE AND ACCE55 COVERS TO MEET AASHTO H-20 LOAD RATING. DOORS RATED FOR INLICEMALTRAFFIL ONLY. 5) 5TOWRLTER REQUIRES 2.5 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP IS AVNIABLf. CONTACT COMfLX 5TORM WATER SOLIITON5, 6)INLET AND OUREF PIPING TO BE 5PECIFIM BY ENGINEER AND HtWIDED BY CONTRACTCR. PRECANT 5TORMFILTER VAULT EQUIPPED WIRI EITHER CORED OPENINGS OR KNCCROUIS AT INLET AND OUTLET WCATION5. T) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. If A SHALLOWER BY9TEM IS REQUIRED, COMAR COMfCH STORMWATER SOWIION5 MR OTHER OFTION5. 8) ANTI -FLOTATION BAUA5T TO BE 5PMHED BY ENGINEER AND PROVIDED BY CONTRAL'TGR, IF REQUIRED. BALLAST TO BE 5ET ALONG ENTIRE LENGTH OF BOTH 510M OF THE 5TRUCTURE. 9)ALL5TORMFHLnf UGUIREREGUTARMMNMMCf. UTRTOOPEMTHONMDMAIN7NMCEWIDEUW5FORMORE INMOBI 24-0 FRAME AND COVER (1YPJ DOWNSTREAM BAFFLE WALL PANEL VAULT STORMFILTER- SECTION VIEW B 2 I I' X 29'-G" PRECAST PANEL VAULT 5TORMFILTER DATA 5TRLC7URE ID DGTME WATER QUALITY PLOW RATE 15 0.96 PEAK FLOW RATEcf 13.13 RETURN PERIOD of PEAK FLOW I00 F OF LARIRIDGE5 REQUIRED 80 CARTRIDGE FLOW RATE J7.509 15 15 MEDIA TYPE CSF PFRLTE 2PG PfRLITF PIPE DATA: IE MATERIAL DIAMETER NLETPIPEWI 38L96I PVC. I IS, INLET PIPE M 2 AI WA NVA OUTLET FIFE I 3P9.66 I GONG IB" RIM -50.50 FLOW 500,50 LADDER S PERIMETER DRAIN YES NOTESI5PECIAL REQUIREMFNF: 55' 2'-5 1/2. ,1T/ 2'-5 Ill• n 5roWWAER NANPG_MENT U5 Pn 5,924,579. ME CMLERU5, AND F0fI 02MB GONTEGH StamwatarsMMBOna A�\R_ _IALJN 11' x 29'-6" PRECAST PANEL VAULT STORMFILTERDMWING TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER NO INLET BAY DETAIL 5 I' VARIES 12'-15' 2. 494 20% 1 MA7" o � ea � a 6" THICKNESS CRUSHED a 'D4k SURFACING, BASE COURSE GRAVEL ACCESS ROAD NOT iD SCALE PLAN NEW RIPRAP EMBANKMENT PROTECTION DETAIL NOT TO SCALE 3/4" 0 ALUMINUM BAR (4) 1/4"x2kB" ALUMINUM (2) T/CxY ALUMINUM ETRIP5 STAPS. BEND AND WELD TO FRAME. SPACE UNIFORMLY 1 1L �G (16" OR WiGFA) SPACING DRILL THROUGH DONE. a THRu-BOLT WITH I/z" s' S. 51L HEX BOLTS 3/4- DW. B ARS. WELD ENDS i0 FRAME TO FRAME NIONS I. WELD AT ALL JAMS. 2, SHOP DRAWINGS REQUIRED. CITY mFx K NT V FEAT TRASN SCREEN 5-5 /TAS BQ°� 1211 HE NLNand WA9MJ MRZo Q5MI.8448 425.112t.3131 tax �Aw.oTB4Ia1 o-Ma . 'ama."x.mlx ARROVVI development 40 VIRII'DANA Q x 2 y Q 3 O Q J • O Q f^p U Lu LL O W � Y cc Q U g q[ Zg oe 33S a 8 oma�oos _s Z4� ROY E TEXTS A. PE PROJECT MANAGER RORFRT E. WACLS PLS PROJECT SURVEYOR MY E. (FM$ UP, PE PRWECf ENGINEER JEFFERY L COY, ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL BATE: 7128106 SCALE: 90EH.: N/A TINT.: N/A TED C LEWIB -1 Q4 WAS r m 44' r'P m 80 Is a20NAi. ETL �/2 /D STAMP NOT VAW UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET NO. 14OF 76 02007 TRIAD ASSOCIATES +7000, 1320-LT = nR 'gal, I+0000 SE 282N0 WAY (E I PT ll+4254 \v 2161 Y ; SIR4TCT EEL CHA RENT STD. 01 £R 7 334 336 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. BCC SHEET TO ]+OS 00, 1225 RT 3. 37 '�� ' 1 NISH CRAOE ]+OS.Oq f215 i , ,Er ' v$i72 �71 + rouR TYP J59 356v -4, c •'T c s", -. _ _ _..- 373 n , 362 ILLUM/NA PON PER \ 136;� 'frwfoP K£Nr ' > I ` --.374 , ' - _ i AAa' — i i W O i LOCA As SHS)MN ' IRAICT C'� T3Or7�8.50 �" r TURF T CON SIR eat I I I — ' SCALE: 1" = 40' .. MAC y F 0 20 ao E0 \_.v RE ON \ t 43Z' ,. \� + EYIS G CWOfINO - - Ac3G.. ,K v AIN TW 376 i v .y v- , w w u- - - _ .� ■ + CON UR TYP 4130, 38.00 LT 6+04. 127b L ' `SEE PLWD OETAN.S-i- .,, n �Z °°v. i' _ 37 w' m sr/rc.7s m ,vm 14�„ w 26 \ 12' ` 10' i6umc r /� �'1 '+ v,364 rs• P V' r RoaF wnrEa, oar ` nA�p AIN ASEMENT , 0 PRYVA)INAGE EASEM£NTl12J6L!c1-11 /1325' L (C 3+ 6.00, 1225 r //\ 376 '37 ''� ' �, _ - - LOGAIE A5 SHOMN l ' 9 '••/ 'ni '\ �1AS/ 5+04 00 : ' . / W / EMERGENCY 04tRFLOW /NS7ALL RIPRAP M PONO lMTRMI l %'- 'ACT A v \ \. SPg-LWA , SEE DETAI. r r (r R1mE x rr LEwc x z•awcKJ , RECREATION '~? b / i .J d- �. f ' CB - 2's', PPOPosED `ko' accE.G15 GRADING WHIN +8600, If. RT LION AREAS PER - '_J \ ` % i , ` / FAJt PRO 11f24 / AND UDLITY EASEMENT v �' / z- s �� w w APPuw.i EARLY caAG1Nc SCARE PUNS (iYP)� �a \\ _ �r TOTS 36 DRAINS 9 t ors 36`,� _.. I _ ; \. [ i+ 5+936 w�-'�. w w w w w .t w wiw w wr, .i � ' ' PER IIRI/CT IJ5 LF LEVfl. SPREADER J `W AD i 5 4.81, I -C PER DETAIL SHEET 42, FOR ROOF f ,. V. w ,�+`+09.81, 2a50' RT w 4. iw w w w w �� w\\ w w w *✓ ~ �.1. v ) i P + - i FROM I{£ RECHARGE OF ]UNO I ! + FROMOM LOTS 362-36A C8 1- rrPL 1/-49• SOUD LOCKING VD- V wA w 'L LOCAL£ AS SNONN - i - w w w v✓ w _ TOP 47.01 LOCALE As SNOKN +/ 11 11 - l •� `\ w v, w is- W+/ MASH RAcw q/Et�ti339B& 92R8J / TRACT 9 w w w Im TT%A Noarmii �`I' � SENSITIVE AREA \ (Y WOE x 2' WICK) OFL-- R///7�� \'••. --.\ r� � v4 w\\ w w w `G� `V w W w w J (TYHI vI� w vb w w W w � --. . •� � w w `V' w w w j w w w w J/ lNO w �InII n�9 { X_ 40+85 23.25 w / - ✓ Y 5- �- i ,442 ,42+6500, 2325�-4 i I ' .• _ ..___-_ -� 442 - - � _ ,4 �"� qa8 - / v - _ _ 452'� _/ ''/__!�4° dld+=S 2325 LT R£Q NO 4182 .. _ 17 \ W-�(_ I 94 12 - ..-._. -.. -`_47 W _ 12 i --F 46 _49 ___ _ _ __ W - 124TH AVENUE SE —' _ _ ___ _ -- �U�zN YRNOR s r)W-- — 2 W — 12 N 2 —� P------------------------------"-- -... - +�69,2alf RE 0'-12' EK CULVERT £NU /, \ ----- ftt- -6- -.-__ CB 124- 12 CDNC �E 45Z04 L L l L--s — ---- - - W VANE. GRATE EX CULVERT ENO EX CULVERT END^ _ ✓- 2, 4I+24.26, 21.JB' RT 12 CONC IE 458.13 ` 12 CONC IF . CUL 1 EX CUL UERT END I EX CULVERT END EX CULVERT 12 5TL IE 458.1J EX CULVER� END ]2 CUP IE 459.06 EX CULVERT ENO 12 CUP IE 459 ]] f2' CMP IE 456.06 12" CUP lE 455.44 EX CULVERT ENO EX CR 12' 6T1 IE 460.43 TOP 458.99 Y 12" CONC lE 88.99 12" CUP IF 458.99 (5) FENCE/RAIL N07E PRESSURE TREATED WOOD SHALL NOT BE USED. SLOPE TOP OF RAILING TO PREVENT WATER POND/NG. NO CONS7RUC7/ON IS ALLOWED IN KING COUNTY RIGHT-OF-WAY WITHOUT A PERMIT FROM THE COUNTY. FALL PROTECTION NOTE.• CONTRACTOR MUST INSTALL RAILING ON ROOKERIES OVER 30-INCHES IN HEIGHT FOR FALL PROJECTION. USE METAL FENCING WHEN ADJACENT TO ROADWAYS. USE WOOD FENCING FOR REMAINDER PRESSURE TREATED WOOD SHALL NOT BE USED. SLOPE TOP OF RAILING TO PREVENT WATER PONDING. CONS7RUC77ON, AND HEIGHT LIMITS FOR LIGHTS UNDER BPA LINE AND WITHIN RESIDENTIAL DRIVEWAYS PER CITY OF ALL CATCH BASINS SHALL BE TYPE 1 WALLS ADJACENT TO WERANDS SHALL BE EASEMENT SHALL M££T SPA KENT SJDS UNLESS OTHERWISE SPECIFIED.N OUTSIDE 15' BSBL REOU/REMEN7S 18' MIN COVER OVER ROOF STORM DRAINAGE MAIN IN ROADS SHALL ij LOT DRAINS TO BE 6' ADS N-12 OR EQUAL. PROPOSED ROAD GRADING PER APPROVED DOWNSPOUT LINES BE PVC SDR 35, RIBBED. Ei INSTALL CLEAN -OUTS AT DIRECTIONAL '• EARLY GRADING AND EROSION CONTROL CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY 7R/AD ASSOCIATES DRAIN AS FAR FROM SEWER SERVICE AS ALL GRATES TO BE VANED CRATES POSSIBLE. MAINTAIN 18' MIN COVER OVER S/7E SOILS ARE NOT COMPATIBLE FOR ROOF ROOF DRAINS AND FOUNDA RON UNLESS OTHERWISE NOTED. PIPES "'. DRAINS SHALL BE SEPARATE DRAINS 's .,,.. I' DRAIN INRL IRA TION. ROOF LINES WILL MAY BE COMBINED AT LOT CLEANOUT DISPERSE OVER LEVEL SPREADERS FOR JUST PRIOR TO FINAL REACII TO PROVIDE CL£ANOUTS AT ALL DIRECTIONAL ROCKERIES AND ROOKERY DRAINS PER PLANS WETLAND RECHARGE, AS SHOWN OR IWLL ROAD CATCH BASIN SYSTEM. BENDS TYP. OF ALL PIPE SYSTEMS PREPARED BY COLDER ASSOCIATES INC. BE 77GHRlNED TO THE STORM PIPE SYSTEM. W W CAU77ON LOCATIOIV OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CON7RACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR 70 PROCEEDING WITH CGVSMUCTION. 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 TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COS7S �TsO 1211 NE KiANW WA B009a8Y1J 426 W 844a 42582134811 800488 OT56o011M1w I: YARROWBAY IRDANA Z Q CL uj cc Q cc Q to Z Q Q Q cc � o Q i Z N Q 3 11�11, �V J r • 0 h ` W Cc Y he uj i O Q , U s 3 3 o i oq m L^6�1 d zIVW ROY E LEW£ .F., PE PROJECT MANAGER R09LRT E. WA" MS PROJECT SURVEYOR ROYE 1£M$ X., PE PROJECT ENGINEER .EfrERYL COK ASYA PROJECT LWSCAPE ARCHTTECT FIRST SUBMITTAL DATE: 7128106 SCALE: H 1'-40' Y .:N/A C LEW7W -1 04 WAS r ro 00 sBlpryAL � E 6` �/2 A 9 STAMP NOT VAID UNLESS SIGNED AND DATED JOB NO. 03=094 SHEET NO. 150F 76 (SEE qJ 4 3-132 15 15+SS00, 1215 R LYMrP WM 4 RAMP O 15+9q.5] 0 15 94.57 PER OKENT R ID 0WG B—] OW 6 a 2-89-89 16 16+02.00, 1215 R INT 16+15E = 1+00.00 E g 30' AC R £ASEMcrrr REC. #8101, xi N Po \ (21 12 � v l B O Lr 40 \� SCALE: 1" = 0 20 40 0o ",. .......... ...:....:......._ - F 1 ..................... ad' �� IV%It,'.. 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WALLS ADJACENT TO WE7LANOS SHALL BE OUTSIDE 15' BSBL NO CONSTRUCTION IS ALLOWED IN KING .._.._.,.^.^.^.^.^.„1E COUNTY RIGHT—OF—WAY WITHOUT A PERMIT FROM THE COUNTY. ••••-- STORM DRAINAGE MAIN IN ROADS SHALL LOT DRAINS TO BE 6' ADS N-12 OR EQUAL. 160 MIN COVER OVER ROOF DOWNSPOUT PROPOSED ROAD GRADING PER APPROVED BE PVC SOR 35, RIBBED. INSTALL CLEAN —OUTS AT DIRECTIONAL LINES EARLY GRADING AND EROSION CONTROL FALL PROTECTION NOTE.' CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAILING ON GRAIN AS FAR FROM SENER SERVICE AS ROCKERIES OVER 30—INCHES /N HEIGHT FOR ALL (RATES 10 BE VANED GRAZES POSSIBLE. MAINTAIN 18" MIN COVER OVER S17E SOILS ARE NOT COMPATIBLE FOR ROOF FALL PROTECTION. USE METAL FENCING NHEN ROOF DRAINS AND FOUNDATION DRAINS UNLESS OTHERNISE NOTED. P/PES ADJACENT TO ROADWAYS USE MOO FENCING SHALL BE SEPARATE DRAINS MAY BE DRAIN INFILTRATION ROOF LINES N1LL FOR REMAINDER. PRESSURE TREATED WOOD COMBINED AT LOT CLEANOUT JUST DISPERSE OVER LEVEL SPREADERS FOR SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH TO ROAD PROVIDE CLEANOLUS AT ALL DIRECTIONAL ROCKERIES AND ROCKERY DRAINS PER PLANS WEILAND RECHARGE, AS SHOWN, OR KILL TO PREVENT WATER PONDING. CATCH BASIN SYSTEM. BENDS TYP• OF ALL PIPE SYSTEMS. PREPARED BY GOLDER ASSOCIATES, INC BE TIGHMAl TO THE STORM PIPE SYSTEM. t+3B.00. Td15LT 0-SE SE 289M PL � i t pkti f % — j +lA 189WI PL �2: ROUND / r L�L'R/NC OD 7�Iz�a.ta, lazy cr I I � z Da INF r+od'DD rzz6N50 wa �I 11 ' LT (CT _ 1z+eaea sE z86WH r \V 1 5'LT [CTF. 021 ) 1.i, vi \ 349 # . 17 0, 4 CB 1-16! , Ill l ] i � � 1 500, 1215 LT r 4 n1 + i I � ' 366 r I h W Ti q J ( — — v 4 � I ENT IEMPORARV CIS I— 1i .' JE7—��I oQD'sicaoois5 a 351 350 "!!, 352 D NAME GANG NOIGI i[M ARKER "rz CB 1-12 D'P) All _ x (PRIVAREg1DEN7/ALJ L .! CB 1 14- F50.9 \ 10+]0.00 1225 Ri rc I ¢ I PC — fo+z�36 w�i \ _ ... 369 371 All CIA --------- /TSND -Rw. HE I4rkland WAOOOB6B020 A ml.6N8 42Eezr.3481 fax �T� 7�M 408,0756 tollree ARRO VV iJL""11 � 40 development Y I RN'DANA leel Q 2 I � Q 4 V 2 Q V/ ti Q J Z jI� m � O JIW^ N (n Q All CIO Q: o 2W2 /tip I0 AsLL Ln O J i Lai Q ZW Lc Lu LAJ CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA DON OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAM BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS s (SEE SHEET I FOR 3 0 0 3 0 0 K y�y � cg yg8$ KE PROJECT MANAGER R09FRi E W LUS PLS PROJECT SURVEYOR MY E. (£M$ .R., PE PROJECT ENGINEER .ATERYL COK AS PROJECT LANDSCAPE ARCHITECT FRSI' 9UBMlTTAL DATE: 7/28/06 SCALE: MMY-40' M.:N/A AS -CONSTRUCTED C LEWNB -1 04 WABb� r ro 00 setoN� Q 6� STAMP NOT VALID UNLESS SIGNED AND OATES JOB NO. 03-094 SHEET NO. 16OF 76 L--W384-- 82 d _ '} PHA SE 1 PONDS (SEE POND DETAILS l , / SHEETS 13 AND 14) 7RACT T / DETENTION / •. `•• •. •SEE SHEET 1<� . �� '" �`-� - • i � III=a�l1 F L 3� - - - -' .- .• III m l / OUTFALL 2-2 LOCATED AS ST7001 : : ( W1 TRASH RAG( INSTALL RdBi:5P JOY. 40 f T , t 4� IPRAP NTck,;; a�TAl4'S4P �• \ -- �n/Ovl I if Epp/ 1 n 4RAMTT SENS/DVE AREA Lu CB 2- TYPE J .v `1.4J6A(crR. smra) \ EXI5RNC CFTJUND �' �' �' g CONTOUR R-40.J9' CTR. CRATE ------------------- ---------------- -a00— __ �. �.� UNDER�ALL — 402- - ',«.... F _ - a0z - -vw-maw `-_'a W nfRU CU PROI,IISHED \ VLETET J 1 10.00 122ND WAY SE 1525 RT (CM.. STCR.) EASE 1225 RT (CM.. CRATE) REC. � I , '�s I V r WHEEL S , R P 4 1+5B.90 GTY OF KENT SM. O ki III j'� �,213 tt 414 Z v ( 1 JR I I�tL �SK : 218 IIIIIII I IN 11tItItltltjtilit Ii; _ _. ,�I APT n v UMNADO Y of KEi � 2 2- 4+ sz r, 00, 4+1 / I\ WE Z� z+ 4.0� p9.rz IR �y 2+ A 12 J5' LT (C. STCR) 0 1325 LT (CM. GRATE) GB 2-74 W1 7HRU CURB INLET Q j'2 ' RT ' RTCTRSTCwRTCMCRATE)-73TMEll4B'H UB 26' LT(CMSM"' LT (CM CRATE) l� P m luul Q R RT Il l/ 11 V) �Vnf/luu�l LJ W III I ll, CONSTRUCT WHEEL CHAIR RAMP O PER Gtt DF n A KENT STD. OW 6-7 (TIP) rtt 2-19 TYPE ,�l 4 Xy'" �J'0110 LOCKING LID -_I4+axon 2n rm'RT r 4 32+19.00; 2315 LT CULVERT END - CB 2-.6—� 33 34 24 CMP l£ 42236 35 JO+19.00, 2325 LT £X SMH--�'f'- J6 yc?' 'UM 429 36 / lE az0 z31z PVC,S) CB WL-6 sa r' J9 K I >`Q' •'z •�?.. ❑ ❑ <' l< 124 T- / A VEND S _ 1 1--- -- ro AN EX CULVERT END _ MINOR ARTERIAL $TRE T 36+19.00. 13 P5 LT 11" L T1PE 11-48' LY/L INERT TRUNOFF FRDAf 1 ]+24, iT.0.5 =� ~ EX CULVERT END (URBAN _ J9+P0.J 18T5 �"'="ISIISmO@-PY--CNPC-RdiS--- : c> L .. 4 ..E2_. �Nfi� 12 CONC lE 426.88 I _ _ - --gHa. 34+1901, 24 CMS p _T eX CUL VERT END EX CULVERT END -/{-- T g 4f l2 z354' Lr (cm. srcw.)425,251z cavc IL 4zs.a7 1z CONC IE azeza w'-1z' _ _ _ _ _ __ -E n• � ,J 23J9' Li (CM. GRATE) DRAINAGE PER KING COUNTY 124TH 12 PVC IE 4} 11 r \ 12 Pv 1 E bH^ AV£ SE FRONTAGE IMPROLEMENT \ J� 37+1420, 2665 PLAN SET EX. CATCH BAS4NW VANED AG A1E � � b f/ TNT J9+MINT WSE 29� 50 124M Al£ASE INSTALL RIPRAP FORCR CONS7RUCRON, AND HEIGHT LIMITS FOR OUWALL PR07ECRCN SEE FRONTAGE IMPROVEMENT PLANS aa LIGHTS UNDER SPA LINE AND WWN FENCEAAIL NOTE PRESSURE TREATED WOOD 120 IE 42x3J SUBMITTED TO KING COUNTY, i� EASEMENT SHALL MEET BPA SHALL NOT BE USED. SLOPE TOP OF RAILING PREPARED BY TRIAD ASSOCIATES FOR E� REQUIREMENTS TO PREVENT WATER PONDING. SCALE: 1 • = 40' 124TH AVENUE SE '' NO IS ALLOWED /N KING """"""""" ......_E: a zo 40 eo ALL CATCH BASINS SHALL BE TYPE 1 WALLS ADJACENT TD WETLANDS SHALL BE COUNTY RIGHT -OF- COUNN RIGHT-OF-WAY N17HOUT A PERMIT RESIDENRAL DRIVEWAYS PER CITY Of EI UNLESS OTHERISE SPECIFIED. OUTSIDE 15' BSBL FROM THE COUNTY. KENT SIDS. l ,.,. .........._. e.._. • STORM DRAINAGE MAIN IN ROADS SHALL LOT DRAINS TO BE 60 ADS N-12 OR EQUAL. EI PROPOSED ROAD GRADING PER APPROVED 18• MIN COVER OVER ROOF DOWNSPOUT BE PVC SDR 35. RIBBED. _1 INSTALL CLEAN -OUTS AT DIRECTIONAL EARLY GRADING AND EROSION CONTROL FALL PR07ECDON NOTE. LINES CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED IS TRIAD ASSOGA7E5 •,•.,•, .•....._� •..•.•... CONTRACTOR MUST INSTALL RAILING ON ......................... ........................ ............._.I! DRAIN AS FAR FROM SEWER SERVICE AS ROCKERIES OVER 30-INCHES IN HEIGHT FOR ALL GRATES TO BE VANED GRATES POSSIBLE. MAINTAIN 18" MIN COVER OVER 97E SOILS ARE NOT COMPATIBLE FOR ROOF FALL PRO7EC770N. USE METAL FENCING WHEN f ROOF DRAINS AND FOUNDATION DRAINS UNLESS 07HERMSE N07ED. PIPES ADJACENT TO ROADWAYS USE WOOD FENCING SHALL BE SEPARA 7E. DRAINS MAY BE DRAIN WRL7RA770N. ROOF LINES ILL "i ,.,. FOR REMAINDER. PRESSURE 7REATED MOD COMBINED AT LOT CLEANOUT JUST DISPERSE OVER LEVEL SPREADERS FOR PROME CLEANGUT5 AT ALL DZRECTIONA ROCKERIES AND ROCKERY DRAINS PER PLANS SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH TO ROAD WEILAND RECHARGE, AS SHOWN, OR MLL TO PREVENT WATER PONDINO CATCH BASIN SYSTEM. BEND$ TYP. OF ALL PIPE SYSTEMS PREPARED BY GOLD£R ASSOOA TES INC. BE TIGHTUNED TO THE STORM PIPE SY37EM. 12-F 436.71 •TN CAU770M LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIMA7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 7HE C0N7RAC70R'S RESPONSIBILITY TO FIELD VERIFY LOCA71ON OF U71LI77ES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U77U77ES MAYBE LOCA7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02007 3RIAO ASSOCIAi S SSRLADOCIATES �Aw. NE KiAWW WA%�P 425R21AA48 4250213/81 eao 4N 0756 Wl lw �%e �A. nas�RROY�. m 1L 1Llll develop VILRDANA Z Lu 4 Q Iq cc Q cc O co Z Q O Q cr Q Z 2 y Q 3 1c N J J • � W Lu ti O W LL ca O U m o�000�az e, ROY E LEM£ ✓L. PE PROJECT WAGER R09ERT E. WAUI MS PROJECT SURVEYOR ROY E. 1£M$ X.., PE PROJECT ENGINEER "EfTWYL COX ASLA PROJECT IANDSCAPE ARCHITECT PIPET SUBMITTAL DATE: 7126106 SCALE: 10RZ..1'-40' 90R.:11A WAS F• 6 J 09 WA@y/ J Y 0.g OP e,B"o99 Ienae°o•�� ATONAL ee STAIR' NOT VAM UNLESS MGM AND OAT® JOB NO. 03-094 SKEET NO. 17OF 76 PORTION OF W. 1/2 OF SECTION 4. TOWNSHIP 21 N.. RANGE 5 E.. W.M. CONSTRUCTION, AND HEIGHT UM175 FOR LIGHTS UNDER SPA LINE AND WITHIN EASEMENT SHALL MEET SPA REQUIREMENTS fENCE/RAIL NOTE PRESSURE TREATED RESIDENTIAL DRIVEWAYS PER CITY OF ;, ALL CATCH BASINS SHALL BE TYPE I WALLS ADJACENT TO WE7LANOS SHALL BE WOOD SHALL NOT BE USED. SLOPE TOP OF E NO CONS7RUCTON /S ALLOWED /N KING KENT S1U5 •I.. UNLESS OTHERWISE SPEClf7ED. =:.............__..........._.;STERESPER OUISYDE 15' BSBL RAILING TO PREVENT WATER PGJDING COUNTY RIGHT—OF—WAY W97HOUT 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 DIRECTIONAL EARLY GRADING AND EROSION CONTROL FALL PROTECTION NOTE.- CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERVICE AS ROOKERIES OVER 30—INCHES IN HEIGHT FOR ALL GRATES TO BE VANED GRA 7E3 POSSIBLE. MAINTAIN 18' MIN COVER OVER FALL PROTECTION. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDATION DRAINS ;', UNLESS 07HERNISE NOTED. PIPES SITE SOILS ARE NOT COMPATIBLE FORj ADJACENT TO ROADWAYS. USE WOW FEN Cl SHALL BE SEPARATE DRAINS MAY BE •I.. ::::::: , : , , : :..................„„J DRAIN INFILTRATION. ROOF LINES WiLL FOR REMAINDER. PRESSURE TREATED WDOD COMBINED AT LOT C_EANOUT JUST DISPERSE OVER LEVEL SPREADERS FO SHALL NOT BE USED. SLOPE TOP 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 TO PREVENT WATER PONDING. CATCH BASIN SYSTEM. SENDS TYR OF ALL PIPE SYSTEMS PREPARED BY GOLDER ASSOCIATES, HNC BE 77GH77JNED TO THE STORM PIPE S CAU77ON LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO HELD 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 LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. (SEE SHEET I FOR 9 �Tso 1211 NE KiANW.WA 00096 3 425821348/A8 fia 800 Ezl 3<E1 W E00488IDSfi 011M1w YARROWBAY _devetop n 40 J IRDANA oftr% o Q i N Q 3 2 Q a W ¢ J U cc o acLu Cc U to LU L: O Y `� Q rA O W cc V ti Q w O U �0F00000 �0000000 e k 7 [ � u BB& z��J� m� Ra F Cg S E E�� a Q Wgsg k �44a4�4a4444 ROY E L wi .F.. PE PROJECT MANAGER R09ERT E. WA" PLS PROJECT SURVEYOR ROY E 1 wM X.., PE PROJECT ENGINEER .EfTFRY L COK A PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Romz.: 1'-e0' r .:NIA C LEWIB -1 04 WAObT r ro 00 sRTpryAL � E 6` Z1_/2 /z9 STAMP NOT VALID UNLBSS SIGNED AND DATED JOB NO. 03=094 SHEET NO. /O OF 76 SEE SHEET 21 •—A — • F ...5.5.5.5 5 5 s 5 i .. .. Yi aIIIII;�,lIIII%I .Si E.. 5�1111111111111" I, / , ..� r „a 3p�{ R P ' r _ i NII I'll IIIIIIIIIIIIIIIIIIIIIIIIIN'i, WAIIIII'll.. 1-1 s .5 • Y iIt r: i .�� - p� ... y� 1-NNil-11Rr ry�� t: II II P� 11 I• , L e: e v. :: 1119'Ill"ll, I", w55s.Pr+SS > 55 n E �Jr'"n •SIT '"...... _ ��,� ti I/ • 'Q' 5 q"v.3 5 Sa 5 vvl� �. ] Mll -------------- r h 5� g 553�-+# I II � 5 ....... .. .. _. 311 R •- . I- I• • CONSTRUCTION, AND HEIGHT LIMITS FOR LIMITS UNDER BPA LINE AND NTTIHIN FENCE /R AlL MOIL.• PRESSURE TREATED WOOD EASEMENT SHALL MEET BPA SHALL NOT BE USED. SLOPE TOP OF RAILING REQUIREMENTS. TO PREVENT WATER PONDING. 5; ALL CATCH BASINS SHALL BE TYPE 7 UNLESS OTHERWSE SPECIFIED. WALLS ADJACENT 70 6ETLANDS SHALL BE OUTSIDE 15' BSBL --•-•-•-•-•-•-•-•-•-----•- - RESIDENTIAL DRIVEWAYS PER CITY OF NO CONSTRUCTION IS ALLOWED IN KING KENT S7OS ,:,a......... ., COUNTY RIGHT-OF-WAY NITHOUT A PERMIT FROM THE COUNTY. -, - - -• STORM DRAINAGE MAIN IN ROADS SHALL LOT DRAINS TO BE 6• ADS N-12 OR EQUAL EI „ PROPOSED ROAD GRADING PER APPROVED 18' MIN COVER OVER ROOF DOWNSPOUT LINES .. BE PVC STIR 35 RIBBED :�:�....: ..:_=_=_ .. .. �:A INSTALL CLEAN -OUTS AT DIRECTIONAL CIHANGES AND PER PLAN. INSTALL ROOF EARLY GRADING AND EROSION CONTROL PLANS PREPARED BY TRIAD ASSOC/A TES FALL PROTECTION NOTE.• CONTRACTOR MUST INSTALL RAVING ON DRAIN AS FAR FROM SEVER SERVICE AS as "r-l:--- ROCKERIES OVER 30-INCHES IN HEIGHT FOR ALL GRATES 70 BE VANED LRA TES POSSIBLE. MAINTAIN IB' MIN COVER OVER FALL PROTECTION. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDA 77ON DRAINS UNLESS OTHERWISE N07EL PIPES SITE SOILS ARE NOT COMPATIBLE FOR ROOF ADJACENT TO ROADWAYS USE WOOD FENCING SHALL BE SEPARATE. DRAINS MAY BE C ..,. .. DRAIN INFILTRATION. ROOF LINES WLL FOR REMAINDER. PRESSURE TREATED NOW COMBINED AT LOT CLEANOUT JUST DISPERSE OVER LEVEL SPREADERS FOR SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH TO ROAD i, PRONDf CLEANOUTS AT ALL DIRECTIONAL ROCICERlE5 AND ROCKERY DRAIWOWNS PER PLANS WE7UND RECHARGE, AS SI/OWN, OR WILL TO PREVENT WATER PONDING CATCH BASIN SYSTEM. BENDS TYP. OF ALL PIPESYSTEMS PREPARED BY COLDER ASSOCIATES, INC BE 77GHTUNED TO THE STORM PIPE SYSTEM.CICOECE LLJ W F T 23+4Z.23 SE 2 PL � i i t ' TIPS G-\ RQUND SOLID LO l \ \ 1 3+3&GD,'F1,25.',LT e J980 ID£ 396.0� I 7iACT M REOREA770NA\ . 1 � �� RECREADLW AREAS PlCR \ � , O 5 RT (CTh. TCR.) UNb55ti EE PUNS '(`11P) ,I 5 RT (CiR. A)E } GB 3 )ND 'IE LUGKI `Yt 20+]J 4R. 2.a5'LTN IN , D NENT SM. 1� I � 7Y luul ti z - SCALE: 1" = 40' CAU7701V LOCATION OF EXISTING UTILITIES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR 70 PROCEEDING WIN CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS TsD 1211 NE KiANW WA B8�3 ACTS 321 S/AS 4258213481,.. e8004W OT56oW YARROWBAY _devetop n I40 RDANA �0000000 g y44y� a i ROY E. LEM£ . ..- PE PROJECT MANAGER R09ERT E. WA" PLS PROJECT SURVEYOR ROY E 1 Ew$ X.., PE PROJECT ENGINEER .EfTFRY L COK ASLA PROJECT IANOSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Romz.: 1'-40' reTMIA e.LEW7e -1 04 WAq r ro BRi rsx80@p� sR7ONAL E$ STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03=094 SHEET NO. 200F 76 Q 0 0 5 8 i PORTION OF OF LE toCl 1, ASSOCIATESITY INLET i� (SEr O� EAST 12- SEE FRONTAGE AVAPRO ENTPLAJN 12" l IF 365.9 Ty If 7 BY 7NE 12u CONIC .>> 00- LT INLET 3-42 -T .. `. r rJ N� . 9r L AT Magill .r. -��-pg �+ _ _ FFF F?}t�}3�_ _ , • , 4,1532' AT • • L Mollsx' m - } `••,•,....ON m- Y b.'S'T`i'I"i5dSi3i"L59S535i;s xxarss -3- L S 1 f i -�� d Ir" r C• ! ex i' w •r•F•]^]=] ] £ a 5 5 a"9 •i *'T^i•*a»,'£:r.s;];}T], ,],i.] 5 5 5 TT� T7rT-r-ram- r '...... - ke ] ] .] i i i 0 i a., - "5:5 F F F, • ]: III ::":... ... ., . 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(Tm) /It w TRACT TT �' .� w w :v '-' J w .v /v. /ri "N s z M sT „ v,� 39z _ •) .� "/, _ f/ ! HAMMER H AOk• I I 1 If / J SE?4977 Et�IREA = B+MW l l J , ; / LF LELii SPREADER �' _ 1� It r I. / FOOTING G DRA T BASEMENT O` <'- 1 1. I 1 I i Yf F001WC GRAINS TO M£ILANO w J« J« J« ENISTIN GROUND - - - k tt ttl� II ( I i i ZINN\t I./ NA LEVEL SPREADER PER I / ' - t t oErAIL sryffr sz (U'P) w w ,✓ w .I, ,v CRN/R w `1,` ,' • tl r II P /r \It, r i i t 1 e I t i 11q II / G SEMER MAINTENANCE N i F SS PER 5ANIIAR J� J� J. W W / ✓ W �- It t 11 d / �t G 1 P YlolP NYT ,•/ i ] 11 rl/1 1 1 t A / V AU / /' x✓ Vi x✓ ,/ x✓ x✓ x✓ x✓� Vi A� 1 I/ 1 tIf 1 1 x✓ f ` 7- fell 111 ...... t`` t 1 t ....._. .. ... ......... r _..........�� A{� SHEET jI I� 0 INT 6+4BJ3 SE 29 M END 120M CRT SE l``�J l``f�J W _l�l, ( 10+00.00 SE 29]M ST 1+40.00 (HAMMER HEAD) CONSTRUCTION, AND HEIGHT LIMITS FOR 1; LIGHTS UNDER BPA LINE AND W1THlN EASEMENT SHALL MEET BPA FENCEAAIL NOTE • PRESSURE TREATED WOOD REQUIREMENTS. SHALL NOT BE USED. SLOPE TOP OF RAILING............................................................ TO PREVENT WATER FUNDING. •••••••••••'"•a••••••••••••• -- - •••^ RESIDENTIAL DRIVEWAYS PER CITY OF ALL CATCH BASINS SHALL BE TYPE 1 NO CONSTRUCTION IS ALLOWED IN KING KENT SIDS UNLESS OTHERW SE SPECIFIED. COUNTY RIGHT-GllY WITHOUT A PERMIT FROM THE COUNTY. CONTRACTOR MUST INSTALL RAILING ON ROOKERIES OVER JO-INCHES /N HEIGHT FOR FALL PROTECTION. USE METAL FENCING WEN ADJACENT TO ROADWAYS. USE WOOD FENCING FOR REMAINDER. PRESSURE 7REATED WOOD SHALL NOT BE USED. SLOPE TOP OF RAILING TO PREVENT WATER PONDI 18' MW COVER OVER ROOF DOWNSPOUT STORM DRAINAGE MAIN /N ROADS SHALL LINES. BE PVC SOR 35, RIBBED. - -_ ALL CRATES TO BE VANED GRATES L ROOF DRAINS AND FOUNDATION DRAINS UNLESS 07HERMSE NOTED. SHALL BE SEPARATE DRAINS MAY BE ---,: s;r;________--------------- COMBINED AT LOT CLEANOUT JUST PRIOR TO FINAL REACH TO ROAD PROVIDE CLEANQUIs AT ALL OIRECTIONA CATCH BASIN SYSTEM. BENDS Ill OF ALL PIPE SYSTEMSRi WALLS ADJACENT TO WETLANDS SHALL BE OUTSIDE 15' BSBL LOT DRAINS TO BE 60 ADS N-12 OR EQUAL PROPOSED ROAD GRADING PER APPROVED INSTALL CLEAN -OUTS AT DIRECTIONAL EARLY [WADING AND EROSION CONTROL CHANCES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES DRAIN AS FAR FROM SEWER SERVICE AS POSSIBLE. MAINTAIN 18' MIN COVER OVER • 24.35 RT 24.M "(10 /yT - (f0/Ir/OB) r r (1+ /OBTI V ANT 1+ 00 55 xex 28+1 14 SE M Pf GB TYPE qiMWfl �NG jl " D I J ,IT 2 u IB+26.00, 15' + I W N l 29. / 637 / $$ �RT - 2A J 1E,MR \ F4 1 / I T EA ENT G NO. i^ R]+JS ] 19. T ] 050390 10 D '"REC. NlY j 79131 27 9. / 1 ]. 61. pOM£K jTELEPI�'ONC f / 9 2 O] 28.I8 T£LECRAPIY� 1 I 10 ] r EA EASEMENT'- I ' 26+83. ^T9. 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MYPROJECT.1 Jg, PE ROWS �'�' PROIECf 8NCD7E®t TEN NE (� • J 4 _ PRl LANDSCAPE ARCHITECT FIRED SUBMITTAL DATE: 7128106 SCALE: 1 • = 40' AS -CONSTRUCTED a 0 `�- INT 23+47.23 SE 20M PL - 1+00.00 120M CRT SE C LEWIB WAS -1 04 r ro 00 s8lpry L E 6` �/2 /Z9 STAWP NOT TARO CNLESS SIGNED AND DAM PIPES SITE SOILS ARE NOT COMPATIBLE FOR ROOF DRAIN INRL IRA BON ROOF LINES WILL JOB N0. DISPERSE OVER LEVEL SPREADERS FOR JAS-CONSTRUCTED PLANS Well ROCKERIES AND ROOKERY DRAINS PER PLANS WETLAND RECHARGE, AS SHOW, OR WILL (SEE SHEET 1 FOR STATEMENT) PREPARED BY GOLDER ASSOCIATES, INC, BE 77GH77JNED TO THE SI'DRA( PIPE SYSTEM s. SHET NO. 2 /./ OF 76 C2007 mIAD ASSOCIA]Es � PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELFINAL N CAN BE UPDATED THE ONCE THE FINALL ASPHALT LIFT IS WATER AND SERER CONVEYANCE SY5MWS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA77ONS ARE DESIGN' AOr1US7ED IN AS —BUILT CONDIIONS ONLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UIUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONS7RUC770N OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. +ail CAU7701V I CERIFY THAT THE LOCA IONS, LOCAION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVAIONS DEPTHS, AND AS —BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCA770M OF U77UAES PRIOR TO PROCEEDING KITH ACTUALLY USED DURING CONSMUCT70N CONSTRUCDON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EX/SING FIELD AS -CONSTRUCTED :PLANS FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY CONDIIONS AS DETERMINED BY ME OR UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET i FOR STATEMBEARING SUBSTAN77AL REPAIR COS75. DATE• sign Dom 02007 TRIAD A6 Al �TSo� aWllllllllllel 1211 HE 10dand WA9909L69R9 12V!IM1.8/48 42E091.3481 fax eoa.a08,0756 roll free Leo o 00e om n � it a Jim It E € ROY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. ll PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM-1'-40' M.:Y-4• TED STAMP NOT VAW UNJsss SIGN® ANR DAM JOB NO. O q—O n w SHEET NO. 23 OF 76 001 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. Zd DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELFINAL N CAN BE UPDATED THE ONCE THE FINALL ASPHALT LIFT IS WATER AND SERER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA77ONS ARE DESIGN' ADr1US7ED IN AS —BUILT CONDIIONS ONLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UIUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONS7RUC770N OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERIFY THAT THE LOCA IONS, LOCAION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVAIONS DEPTHS, AND AS —BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCA770M OF U77UAES PRIOR TO PROCEEDING KITH ACTUALLY USED DURING CONSMUCT70N CONSTRUCDON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EX/SING FIELD AS -CONSTRUCTED :PLANS FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY CONDIIONS AS DETERMINED BY ME OR UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET i FOR STATEMBEARING SUBSTAN77AL REPAIR COS75. DATE• sign Dom 02007 TRIAD A6 Al /TA SSo� 1211 HE 10dand WA9909L69R9 4281R!1.8/48 42E091.3481 fax eoa.a08,0756 roll free ARRO VV iJL""11 40 development �/ FIREDANA Q 2 J y W a Q 3 Q OM 4 N (j CO V h 22 to cc O ~ Lu 2 y ` Lyui O y r^ 2 ti v111,,, coW O ti Leo o 00 eJim n �L i a I! pp It L pBp WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM-1'-40' M.:Y-4• TED STAMP NOT VAW UNJsss SIGN® ANR DAM JOB NO. O q—O n w SHEET NO. 24 OF 76 [it w PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. uO a) 440 4,30 420 410 DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELFINAL N CAN BE UPDATED THE ONCE THE FINALL ASPHALT LIFT IS WATER AND SERER CONVEYANCE SY5MWS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA77ONS ARE DESIGN' AOr1US7ED IN AS —BUILT CONDIIONS ONLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UIUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONS7RUC770N OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERIFY THAT THE LOCA IONS, LOCAION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVAIONS DEPTHS, AND AS —BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCA770M OF U77URES PRIOR TO PROCEEDING WITH ACTUALLY USED DURING CONSMUCT70N CONSTRUCDON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EX/SING FIELD AS -CONSTRUCTED :PLANS FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY CONDIIONS AS DETERMINED BY ME SR UNDERGROUND UDUDES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET i FOR STATEMBEARING SUBSTAN77AL REPAIR COS75. DATE• sign Dom 02007 TRIAD A5 Al /TA SED� 1211 HE 10dand WA9909L69R9 426A21.8/48 42E891.3481 fax eoa.a08,0756 roll free n � i! WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR WY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM 10-40' MINI.: 1 w-4' TED C LEW70 -1 04 WAS r ro 99 sOlpIs ryAL � E 6` ZI-/l STAMP NOT VAW UNLESS SIGN® AND DAT® JOB NO. 03-094 SHEET NO. 25OF 7V I PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 450 440 N W h n 430 Go 2 H 420 410 ii 390 Er i DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELN CAN BE UPDATED THE FINAL ONCE THE FINALL ASPHALT LIFT IS WATER AND SERER CONVEYANCE SY5MWS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA77ONS ARE DESIGN' AOr1US7ED IN AS —BUILT CONDIIONS ONLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UIUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONSTRUCTION OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERIFY THAT THE LOCA IONS, LOCAION OF E GS7ING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVAIONS DEPTHS, AND AS —BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCA770M OF U77URES PRIOR TO PROCEEDING KITH ACTUALLY USED DURING CONSMUCT70N CONSTRUCDON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EX/SING FIELD AS -CONSTRUCTED :PLANS FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY CONDIIONS AS DETERMINED BY ME OR UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET i FOR STATEMBEARING SUBSTAN77AL REPAIR COS75. DATE• sign Dom 02007 TRIAD A6 Al /TA SEo� 1211 HE 10dand WA9909L69R9 12V!IM1.8/48 42E091.3481 fax eoa.a08,0756 roll free ARRO VV iJL""11 40 development �/ FIR,EANA Q 2 U y yti Q 3 W to Q N 4 � W p U 2 U M 2 Q J p cc y O Q ti 'Lw Lift Lu Cc cov j Q toLu v, Et °� 2 i Y LL ti U �0000 oI a �@•ice z�� WY E (£NISI A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM-l'-4o' M.:Y-4' TED C LEW70 -1 04 WAS r ro 99 sOlpIs ryAL � E 6` ZI-/l STAMP NOT VAW UNLESS SIGIIKO ANR DAM JOB NO. O q—O n w SHEET NO. 260F 76 ESO=49O' H,M�E NTN Zb' m m Ell mwffIfs 12" lE 43255 LAIP OP 441.80 j 12" lE 4JZ53 z ((Na)E1 " 1£ 439.0E CIF➢ IN) N£W 12- E (SE) 4Jda8Axe, --- - _-- • --- PORTION OF W. 1/2 OF SECTION LOW POINT ELEV = 39360 LOW POIN.STA = 1+50 DNA 390 m SE H16H POINT EiEV = 44a27 HIGH POINT TA - 12+49.97 P14 STA No 12+4ZM Pw REV = ell N _1OQT WAl TRADE. ti .Lwtjll 4M Lu 2 78-`�-. -� TOP +3+83 e1JIl _... 720 IE Ill 425.69 S1/) 12' S0 IF fY E 429.84 (NY 12^W�d . r Ul' 1200b; 5'9sa36s O I CB 1-22 1 TOP 443+& 4 015 6" TIE ' W AS 44220 { 12' IE Y4Y.+P 441.22 (N) CS - TYPE I1-48' 12' E 441.91 (1) € i W SOLID LOWING LID 24'-12' 1 TOP 44ii3 N7,89 2A}[_.. ; 12" TIE 441.69 441.20 (S) .R .. ................... .Y2._E ell(Ni _...._ .... .. ....... CB 1-22A TOP 4451E PHA SE 1 92'-12' a ae" 0.411E 120 TIEM%'9 SO CS 1-20,TYPE 11-4l (SEE PLAN SHEET 16) TOP 49v19 al5n 2 12- "B59 (`)E Ea6(m _ 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 .................................................... PHA SE 1 (SEE PLAN SHEET 15116117) — J _ 'J111 1 of 4J1.85 IF Al66 42.T.51 (NII) TIE 42ZW (H£j IF ll 42,1M (SWf IE llll J 4S W (SFy Li- L TOP 39702 ` 6' IF 394.02 12" lE 393.52 ll' 12' 0 2 002 --------- PHASE 3 (SEE PLAN_ SHEET 18) /96/d199 PROMO I/�l .11J 12+00 13+00 �i EMSI NL AT TRI AN 421 42533 42287 42ZIJ mY = 4znar A = 13+5826 = 13+28 421.98 14+00 a N 1� gO 1 II IpI a b �C Nee WND icrRl n / 2 / +o PRO OSED FINl9T ''.. 9.40A GRA AT ROAO PHASE 2 ''. (SEE PLAN SHEET 16) 120TH WAY SE 3-fb (iFlEf-'STALE TOP millz5 do fE 2. 1 = 40 H ZONTA 1 = a' VERTICAL 120 IE 1M:P6 0.D2f ', '... EMS37NO CRWN EL AT¢(, ) '., TOP I1:44,5 42533 xx PROPOSED 'WISH 6' 1£ yPSS& 422.55 EL AT Ir E 42' 76 (SMO Ir E 42 95 (/rEJ e� ar RIM ELEVATIONS CAN BE UPDATED I I.ONCE 774E FINAL ASPHALT LIFT IS v LOCA ON OF EXISTING U77LI77ES SHO{/J IS AF'PROMM47E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA TON OF U77LI77ES PRIOR TO PROCEEDING W171I CONSTRUC77ON. YOU MUST CALL 1-80D-424-5555 NOT LESS THAN 7190 NLL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V WHERE 440 430 420 430 420 GRADE ADJUSTED IN AS -BUILT CONDITONS ONLY IF A SIGNIFICANT ADJUSTMENT WAS MADE 70 A U77LITY DURING CONS7RUC77ON OR IF MINIMAL CLEARANCE RESUL 7ED, PIPES ANY UNDERGROUND UnL/77ES MAY BE LOCATED. FAILURE TO I CERTIFY THAT THE LOCA RONS, DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS ELEVATIONS DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION AS -CONSTRUCTED PLANS ACCURA FIYREFLECT TINED GFIELD CONDITIONS DIRECT DETERMINED BY ME OR UNDER MY DIRECT SUPERNSION ON THIS (SEE SHEET 1 FOR STATEMENT) DA 7E sign ON Roommullow 02007 TRIAD ASSOCIATES /TRLADSO 50 ENE 10dand WA9ININ 4221MI.8448 42E=21.3401 fax Y�7�M 40e0756moll free ��J ARRO VV iJL""11 development �FIRDANA N00000ex W vyj � O U U Q 2 Qy Q 3 J Q 4 ti M+ J T � ^ 1 Nil Q U , h ti Q J M Lw LaJ • to Cn 3v la Q � N Lw `Q A , Gj yLw r^` W U v11,, Q / U W� 4� V ox Q w LL O N MM cc I U Eo 0 0 0 0 0 m k 4 C� @mac 0 0 o c $ PROJECT MANAGER MEN M= PLS PROJECT SURVEYOR MY E. (£M$ All, PE PROJECT ENGINEER oETERY L = ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HDRa,10-40' M.:Y-4' AS -CONSTRUCTED C LEWl -1 04 WAS r 6 44' r'P m Ss " atpryE 6` �AL /�:;: 7 /D STAMP NOT VAUD UNLESS SIGNS➢ AND DATED JOB NO. 03-094 REST NO. 270F 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 390 WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOW SHADED ON THESE CAU77ON DUCTILE IRON PIPE SMALL BE CUSS 50 MIN/MUM PROFILES. SEE WATER PROFILES (THIS SM FOR WATER DEVON, SEE LOCATION OF EXISTING U77LI77AS SHOW IS APPROXIAl AND MAY NOT BE ......... APPROVED SEINER PUNS SUBMITTED 70 CITY OF AUBURN FOR SEWER ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO I FIELD VERIFY LOCATIWON OF UTILITIES PRIOR TO PROCEEDING TH A SeeCONS TRUC TED PLA NS ° . yCONSTRUCTION. YOU MUST CALL 1—B00-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY SEE SHEET 1 FOR STA 7EMENT T LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR I UNDERGROUND U77LI77ES MAY BE LOCATED. FA/LURE TO DO SO COULD MEAN SAND WEDGE PER CITY OF KENT STANDARDS. BEARING SUBSTANTIAL REPAIR COSTS 1 390 EZ RIM ELE✓A77ONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS CONSTRUCTED. U77LITY CROSSING ELEVATIONS ARE ADJUS7ED IN AS —BUILT CONDITIONS ONLY IF A SIGNIFICANT ADXSTMENT WAS MADE 70 A U77LITY DURING CONSTRUCTION OR IF MINIMAL CLEARANCE RESUL 7ED. l CERTIFY THAT THE LOCA RONS, ELEVATIONS DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EX/SRNG F7EL0 CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERNSION ON THIS DATE: sign Dote 02007 TRIAD AssOCIATES /TA SSD 1211 HE 10dand WA9900L69R9 14NSM1.8/48 42E091.3401 fax Doa.a0e0756 roll free ARRO VV iJL""11 40 development �/ FIREDANA cn W o U Q 2 U Q I=7J co Q Jco Q 3 Z 4 % 11, uj U b Q y J Q 2 J o N in I..Lu cc :Lz Cc y j ch Z N y W 1V11 �,, ` Q 4 h Lie cc O U �i�l is ski Leo o 00 eJim n �L i a I! pp It WY E (£X1S A.., P£ PROJECT MANAGER RO&9!T E. ll PLS PROJECT SCHEME MY E. ( W%.R., PE PROJECT ENCDM ,AT£RY L = All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: HIM-Y-10' M.:Y—i' TED e. LEWIW -1 04 WAS r m 00 sOlpryAL � E 6` ZI—oxxill STANP NOT VAUD uNLEss stDN® AND DAM JOB NO. O ,, 0 n w SHEET NO. 280F 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. N M N F AS —CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) RIM ELEVA77CIVS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS CONSTRUCTED. DUC77LE IRDN PIPE SHALL BE CLASS 50 MINIMUM. PIPE SLEEVE DIAME7ERS MAY BE AD,ANSTED ONCE SIZE IS VERIFIED N17H MANUFACTURER. LESS THAN 1.0' CLEARANCE BETWEEN PIPES NNLL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS �TSD aWllllllllllel 1211 HE 10dand WA9900L69R9 4281121.8448 42E091.3401 fax eoa.a08,0756 roll free ARRO VV iJL""11 40 development �/ EIREDANA > U 2 Q y � R Q ell C4 W pvWi U,� M 0) 2 J NQ pQ AD U h W el ti Lw 1i• u,j 4 J W p 4 p 00 LieO N LO rr y V �0000 h o� pp 'Ltl��8 a �@•ice ROY E (£XIS A.., P U77UTY CROSSING ELEVATIONS ARE PROJECT MANAGER AD,AIS7ED IN AS —BUILT CONDITIONS ONLY IF RATE ll Ills A SIGNIFICANT AO,RJSTMENT WAS MADE TO A PROJECT SUREETOR U71UTY DURING CONSTRUCTION OR IF MY E. t W% .x., PE MINIMAL CLEARANCE RESULTED. PROJECT ENGINEER ,AT£RYL IXI.Y, All WATER AND SEMER CONVEYANCE SYSTEMS PROJECT LANDSCAPE ARCHITECT ARE Sail SHADED ON THESE PROFILES FIRST SUBMITTAL RATE: 7128106 SEE WATER PROFILES (THIS SM FOR SCAl eae¢,10-40' M.:l•-4' WATER DESIGN, SEE APPROVED SEN£R PLANS SUBMITTED 70 CITY OF AUBURN FOR SEN£R DESIGN. CAUTION LOCATION OF EXISTING U77U77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACT011 RESPONSIBILITY 10 FIELD VERIFY LOCATION OF U77LI77ES PRIOR 70 PROCEEDING N97H CONS7RUC7ION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION NHERE ANY UNDERGROUND U77U77ES MAYBE LOCA 7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL TED I CERTIFY THAT THE LOCATIONS, STAMP NOT VAUD ELEVATIONS DEPTHS, AND AS —BUILT UMZSS SIGNED AND DAM COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION qq ACCURATELY REFLECT EXISTING FIELD JOB NO. OJ—O94 CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS /� DA 7E sign Dote SBES7 NO. 29OF 76 02007 TRIAD ASSOCIATES PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELFINAL N CAN BE UPDATED THE ONCE THE FINALL ASPHALT LIFT IS WATER AND SERER CONVEYANCE SY5MWS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA77ONS ARE DESIGN' AOr1US7ED IN AS —BUILT CONDIIONS ONLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UIUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONS7RUC770N OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERIFY THAT THE LOCA IONS, LOCAION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVAIONS DEPTHS, AND AS —BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCATION OF U77UAES PRIOR TO PROCEEDING KITH ACTUALLY USED DURING CONSMUCT70N CONSTRUCDON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EXISINC FIELD AS -CONSTRUCTED :PLANS FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY CONDIIONS AS DETERMINED BY ME OR UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET i FOR STATEMBEARING SUBSTAN77AL REPAIR COS75. DATE• sign Dom 02007 TRIAD ASSOCIAR /TA Sso 1211 HE 10dand WA9909L69R9 12V!IM1.8/48 42E091.3481 fax eoa.a08,0756 roll free ARRO VV iJL""11 development V IIZ D A N A ml 2 Q LD 2 2 y Q 3 W Q O 4 h N U M J 2 N J Q• to O y ci p CO 2 • Cc ti cl 21 co leee S j y � Q� ° O ^ LW o Q w � Y O ti U �i�l is s �0000 oI a �@mice z�� WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM-1'-40' M.:Y-4' TED STAMP NOT VAUR TmLEss SIGN® ANR DAM JOB NO. O q—O n w SHEET NO. 30OF 76 4 4 4 4 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. I I I I I I I 30 i I I PW STA = J PM ' j E SRNG 6 —W-A gOl PW ELEV = 4 Z]B ' AT MOO, 99�999 — �Nrr W - -1- LOW POINT A - 1+45A1✓ 7 \ aiQ N PW STA = y {S PW E[EV-M`1.424] K^\ rr ♦�♦.� 20 gory h� // \ PROPOSED GRADE AT';W FlNISN ROA \� / N et) W W Kn F 1 { j o. 2.s% sn ft 11Y-IB ROWN 41 cwDEN 4faaT = TOP s 29 144 " ~ B" TIE 529 10 IZO AE47s.79 / O O.6OX / �lB 469. 11 415. JY CROWN 40].SB 41 qTOP 42B0 6" IELLN&3+40858 ... W RU CURB lNL i ITQP 4126] 12'IE 1B9B�40B 04 �'"'� -;-- 8 25'-12 o-rees o 1 Dox ', 12" SO /E 409.IJ 1 IW MT CURB /NL T 8 SS CROWN 4029] - TYPE Il 9B" TOP 41263 6' TIE M9 ]9 409.29 W SOLID LOCK/NG UD �Dl1m•-4JIJ4 H284 .120.7E ......... ........... ....... iz' E A96l0 4 2? (Fa.... 11" 50 /E 409.23 !. 12-TIE 4 2J (W7 P4. IllE 19F407.r6l5 mAIl(S) lu /2 M) SS CROWN 40A 59 Y4-qi 40790 (5) PHASE 3 24' SO TIE 407.44 '. B WA oROWN }06.94 (SEE PLANT SHEET 17) 24" SO TIE 406.59 !. -- --' 293RD -STREE! 8. 55 CROWN-MaaJ PROFILE SCALE'', STORM CROSSING PHASE 3 I meHORIZONTA 1 i 4' OCAC B TO POND DOSIghl GRWNO PROPOSED FYNl GRADE O h yjh 0 `$ ^iM �K N NN Kra NK avK ar u ry1� N'a N¢5 U a;, 1+00 •T• rZ1611 420 410 .r..•:• rX DUC77LE IRON PIPE SHALL BE CUSS 50 MINIMUM. RIM ELEVA FINAL N L CAN BE UPDATED J� ONCE ENE FINAL ASPHALT LIFTIS E WATER AND SEWER CONVEYANCE SY5MWS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEVER PUNS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA7ONS ARE DESIGN' ADJUSTED IN AS —BUILT CONDIDONS ONLY IF A SIGNIFICANT ADJUSTMENT WAS MADE TO A URUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONS7RUC770N OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERTIFY THAT THE LOCA ION$ LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ELEVATIONS DEPTHS, AND AS —BUILT S ACCURA7E OR ALL INCLUSIVE IT IS THE CONTRACTORRESPONSIBILITY TO 1 COMMENTS REFLECTING MATERIALS FIELD VERIFY LOCATION OF U77URES PRIOR TO PROCEEDING MITI ACTUALLY USED DURING CONSTRUCTION CONS7RUCTION. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURA ILLY REFLECT EXISTING FIELD AS —CONSTRUCTED PLANS 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 (SEE SHEET i FOR STATEMENT) BEARING SUBSTANTIAL REPAIR COS7S DATE• 5g Daf, OVERNEVE.02007 TRIAD A6600A1 /T9D� aWllllllllllel 1211 HE 10 vd.WAOWJ 6929 426221.B4/2 «EDzr.ansl fax M 408,0756 roll free ARRO VV iJL""11 40 development �/ FIREDANA Q 2 W p Q 3 OZ N W Lu W a 4) 2 Q -Ij o Q� QN Oh ` W U W u cc O N /Wj� y O Y Lie 0 U �0000 R6 I! oI p a @mS o o � m ROY E LEM A... PE PROJECT MANAGER R09FRT E. ll PLS PROJECT SCHEME MY E. ( WM .R., PE PROJECT ENGINEER .ATERY L = A&A PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCAU: ffliff —4D' M.:Y-4' TED C LEW70 -1 04 WAqb! r ro 80 sBlpry� E 6` STAMP NOT SAW UNJsss SIGrY® ANR DAM JOB NO. O Jq—O nw SHEST NO. 31OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 3 R ! 440 1 Pill SFA = 8+50 '', ForEJEV = 41&43 g g / % yD LOW POST EEV-4110 430 LOW PONT S A 4+Jf.4BT _ _ / PW STA PN REV = 4+30 = 41123 g if' SO E 42181 f00. WA GROWN ell g� g„ EATsnNc FINISH • _.. 08 -OROXN- 421rrw''- r 1 / ,*q' 11 1 "� PN STA-3400 g PN ELEV = 41177 �i 8�'" 90 VC // n 12' SD /E 41&0I a 'I �{ /__. i _ TOP lIll 490 9._WA_GROIIN 41 __.n �.___._ 420 T ho n /! _. -_. _._ _. _.__ _.. _. _. _. _. OYj% __ _ ele ✓ 3! 6mAE Ilil 2SM NV na /- g� ti y ofie•' 11 r - /� (Sb IY E 4 w (SW) W Cog) 421.98 g< 255 1CROWN LOW POINT EV 40522� ell LOW-FINT O. A--0+3a70 PN STA 1+51.20 C8.3-139 _. _.. �n 3� PN = 404.85 E:mWell/ ,1 �1� 9 // // / / 1 TOP TOP 42ll 42981 421JJ 50. 'VC io jq5 _ _ - F Hill 42&65 62'I // .! R / 1260 IE tiff. tr IE ell BB QI.90 (SE) IF YYB'tT MW an. qg H II / / 41- 2" IF rf&d}420.89 /Y 8i 421.85 8cS n a'rj r l..-"'"�//�// 2' 1£ <20:3i 42a ONE J S) IY SO IE 42220 ag ± 55 Ci0NN 4I7.6H d/ 410 0 yfyJ ..`: -. / /i i i,!o raP Ors-2f- 41aJ1 _. 1z• m ff 4s1.. _.o aeu.._ ---- �%'' .,.,-%'' 24 WA CROMN 00 6' IE FFS FS 418.J9 1.02 J-140 12" IE Pill 05.86 (N) TOP 4Al 421JI 12' IE 413.81 (E) II 1 0SS IF 41 112' 6' IE1FEaiS 12' IE 25 4ffi1J eel 411.B1., / W/ SWa L SO IE RW � 2, fz'IE All - 8I -'..'-- _24 WA CROWN 41501 Jll // _ 12' ff 41aw _- 25' 12" ®i-BBfF I.04X / 12E 4fa51 / e CB 3-133 ICB 3-f CB 3-137 TOP 44<BB 414.05 W THRU CU IN£T '. TOP 4f9.4F µ1917Go 17a° MA0 4I172 6' IE 411.73 6' IE$116l I41638 !, ll 6' IE -NL16 fIf.W 12" /E ill 411.28 (N) 12' IE *16.11 4/8.07 iPff' E 4 DAB 12' IE yfe.ft 411.08 (AVID 12' ff 411.25 1Y E 20 (SQ 12' E 411.14 fYff pL02 12. SD 1E 411.02 1Y30 411.10--- 9WA CROWN 410. 02 _ / / ( ® 0.Ml B SS CROWN 408.70'. I CB'3-98 Cs 3-101 Gilt 22/ W !THRU CURB INLET TOP ♦l 409.f0 TOP 46<93 40A88 12" IE 46EW 40141 I2' E 401.24 (SE) rz' LE ',.. W 24 RWNO SOLID L lNG LO TOP MSOI I1' ff IOa3J (N) 12 IF 10i.04 (HIE eo0f. 40L4T (NE) CURB INLET 12ff 12 IE 401.35 INK) W flil 41168 - 25'' 12- ® 1. 0 LOOXAB 12' IEM�.. 471.66 _ 411.27 PHA E 1 PHA E 2 CB 3-99 W ! NRI/ CURB INLET ro_a 4B4r9J 40692 (SEE PLAN EET }6/18) I ,9249,o . 12' IE 4BF- 40I.88 120TH WAY SE ---- 390 ----- ----- PRORL£ SCALE I-- 4U HORIZON01 1 l 4' VERTICAL NG PROPOSED WISH ffAT EL E CrrP) EL AT il'P •,m n n 0 Oa� nn 4n NT1 Nn n NN h O$ nh N� rp� .�6m h Nn h n,a h Nry�, h NN O N y qp n� 7*UU Z+uu 3+uu 0+uu VW& Cjl1J Y+uu uea4)4. 0 430 420 410 390 DUC77LE IRON PIPE SHALL BE CLASS 50 MINIMUM. RIM ELN CAN BE UPDATED ONCE THE FINALL ASPHALT LIFT IS THE FI WATER AND SEVER CONVEYANCE SY57EMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WA777t DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SENER U77LITY CROSSING ELEVATIONS ARE DESIGN' ADJUSTED IN AS -BUILT CONDITIONS ONLY IF A SIGNIFICANT ADJUSTMENT WAS MADE 70 A UDUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES HILL REQUIRE FOAM PAD OR CONSTRUCTION OR IF MINIMAL SAND WEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. I CERTIFY THAT THE LOCATIONS, CAU7701V LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVATIONS DEPTHS, AND AS -BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO 1 COMMENTS REFLECTING MATERIALS FIELD VERIFY LOCATION OF UDURES PRIOR TO PROCEEDING WRI ACTUALLY USED DURING CONSTRUCTION AS -CONSTRUCTED PLANS CONS7RUCTCN. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY (SEE SHEET i FOR STATEMENT) UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS DATE: BEARING SUBSTANTIAL REPAIR COS7S sign Dom /TA Ssoczs 1211 HE IGdano WA9W3l 42E=913a01 fax =00.408,0756 toll free ARRO VV iJL""11 40 �p Eo 0 0 0 0 m R6 I! oI p a �@mice ROY ERCY E L£�J!. PEPS PROJECT MANAGER ROfA9lT E WALL$ PLS PROJECT SURVEYOR MY E. LEW% .R., PE PROJECT ENGINEER 47TERY L = All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: BRUL:1'-40' Vm1.:1'a• TED C LEW70 ap WAS r ro OB sBlpryAL � E 6` ell/2VZ9 STAMP NOT VAUD UNLESS ffl N AM DAM JOB NO. O el n w SHEET NO. 32OF 76 02007 TRIAD ASSOCIATES PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 02007 TRIAD ASSOCIATE �Tso MWllllllllllel 1211 HE 10dand WA9900L69R9 1215MI.8/48 42E091.3481 fax eoa.a08,0756 roll free ARRO VV iJL""11 development 40 E3�i l �s�i L eo o 00 em n i a I! pp RDY E (£X1S A.. P£ PROJECT MANAGER RO T E. ll PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .ATERYL IXI.Y, All PROJECT LANDSCAPE ARCHITECT FIRED SUBMITTAL RATE: 7128106 SCAM HOM-Y-10' M.:Y—i• TED e. LEW10 -1 04 WAS r m 00 sOlpIs ryAL � E 6` ZI—/l STANP NOT VAIN TmJsss M(3NER AND DAVIT JOB NO. O ,, 0 n w SHEET NO. 360F 76 446 436 416 406 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 123RD PLACE SE! SE 296TH STREET PW STA 13+51.60 PN 4JB.80 ! y3, �e >» I t n s o o mm 200%al �9 _ �i f00' I ISO' 5"-f2. O 0.B 0000 / TI'PE / 4B• / W1 SOLID LOGKINCLID N - TOP 44I6 12• IE 4J655. Y r 12• WA IE O j 438.15 - 14 42' W A CROWW/ OXN 422. 60 PW STA = 9+ 250 /'"� / !. PW ELEV - 4 4fl N I I2• WA E 65 �• / 12• SD E 12 0MN 42230 ! �MnSN h m I I420.24 r r r r -. maw LROKN i // ii 5J•_fY 53-12• 11• SD /E f21.�S yS yy7� y y� 4}flB6 / O 0.60 O a5OX/ O 6OX 0.B SS LROIWI 4¢0.4B id'-12 L- elooloo< r � I a mE n- r B F BN uzfa 42a97.�� ---- ............ ............ ............. ........... ... ........ B1�'..... ,,..� ....-..-.. ...._2'. --_ / 44, -4B" -- ----. -_ ........ ....... r 4l I2 1 42/29 lE .OB - TIPE II-4B" r ( 2-�) 23'-I2• W SOLID LOCKIN ,tl0 �,'• "� O fl22x TOP 437.58 I 25'-12• 12•IE 421.62 000 rr O 0.92x RP 4MM LOCATION f QiF--.7-40-_-_-_ - -12• ff 422A9 -_-_-_ -TIE ----_ --__ OFTk-60"--_-_-- -_. -_- --_-_- --_-_- well r 4 rr 4l TACOMA WATERMA r 420.28 r r r (T�onr ce z-u) r r r r r rr r I2. 50 E / ! EAX61/N WND 87 ZWOEN w r r- -- - -- IT2 50 /E 40688 -- _-_ 12 WA LRONN PHA SE 3 2-3 nVo 410.55 ' (SEE PLAN SHEET 17119) E 407.30 , 2 E408Bo 23RD--PL GE SEfSE 296TH STREET ....... ....... ......... ...... 25'-12• TROPIC SCALE o I.DOx 1 = HORIZONT � I 41a55 7'= 4' Y£RTICAL 2' E ell NO GROUND PROPOSED WISH GRADE Ws £L. T TW EL AT mo mp� 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 An PLO 10 1 0001 rpz/) ki W (n W y - 2 410 + n � W 2 a NIF PRa°OYD D ISN GRADE AT_ ROA --- 400 M/C GROIINO _ ROAD 4LU.2 --_. 120 lE dlB2 39A2f poll - 120 E OB (5) PHA E 1 (SEE PCAN EET 18120) PROAL SCALE 1 = 4 H 1,- 4' WR71CAL ZONTA 390 DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFiL£S SEE WATER PROFlLES (THIS SE7) FOR WA7ER DESIGN, SEE mmmmmmm APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SENER UTILITY CROSSING ELEVATONS ARE DESIGN' IN AS -BUILT CONDITIONS IF SIGNIFICANT ADrR/STMENT 70 A URUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR lASMADE TION OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS E RESULTED. I CERTIFY THAT THE LOCA DONS, CAU7701V LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVATIONS DEPTHS, AND AS -BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO COMMENTS REFLECTING MATERIALS FlELD VERIFY LOCATION OF UTIURES PRIOR TO PROCEEDING WTH ACTUALLY USED DURING CONSTRUCTION AS -CONSTRUCTED PLANS CONS7RUCTICN. YOl/ MUST CALL 1-600-424-5555 NOT LESS THAN TWO I ACCURATELY REFLECT EX/SRNG FIELD CONDITIONS AS DETERMINED BY ME OR FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY (SEE SHEET i FOR STATEMENT) UNDERGROUND UTIURES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS DA TE: BEARING SUBSTANTIAL REPAIR COS75. slyr Dom /TA S6D 1211 HE ,ani.ea. WAam3a 6923 14USM1.6418 «Eezr.zasl fax e00.eee0756 roll free I TIRO VV I.JL-11 development 40 VIIR,EDANA Q � O > Q 2 eee Lu J I=q W Q Q 3 W Z Q CC 11, W a , h Z b J . to W cc `~I � (Liu Qo y 2V Q 11, O coW cc 4 w rc Lie O Y (� \ O U �e o o o om N k 4 I6!� g�€ a a IN W 0 0 o c $ ROY E (£X1S A.. PE PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. (EW% .R., PE PROJECT EN HNM .ATERYL COK All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: HOM-10-40' Vml.:1'a• TED C LEW70 -1 04 WAS r m 44' r'P ro 00 IONAL E 6` ZI—/l STAMP NOT VAW UNLESS SIGN® ANTI DATED JOB NO. 03-094 SSERI NO. 370F 76 02007 TRIAD ASSOCIATES Cbl PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. HIOH POJNT El = 426.22 iff d PANT STA — 14+61.62 PN STA = 14+5329 L ll;r0j, TJ9 4� L DUC77LE IRON PIPE SHALL BE (LASS 50 MINIMUM. RIM ELFINAL N CAN BE UPDATED THE ONCE THE FINALL ASPHALT LIFT IS WATER AND SERER CONVEYANCE SY5MWS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77LITY CROSSING ELEVA77ONS ARE DESIGN' AOr1US7ED IN AS —BUILT CONDIIONS ONLY IF A SIGNIFICANT ADWSTMENT WAS MADE 70 A UIUTY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONS7RUC770N OR IF MINIMAL SAND KEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V I CERIFY THAT THE LOCA IONS, LOCAION OF EXISTING U77LI77ES SHOWN IS APPROXIM47E AND MAY NOT BE ELEVAIONS DEPTHS, AND AS —BUILT ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCA770M OF U77UAES PRIOR TO PROCEEDING KITH ACTUALLY USED DURING CONSMUCT70N CONSTRUCDON. YOU MUST CALL 1-600-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EX/SING FIELD AS -CONSTRUCTED :PLANS FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY CONDIIONS AS DETERMINED BY ME OR UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET i FOR STATEMBEARING SUBSTAN77AL REPAIR COS75. DATE• sign Dom 02007 TRIAD A65600A1 /TA SSo� 1211 HE 10dand WA9903L69R9 426A21.8616 42E091a401 fax eoa.a08,0756 roll free �0000 oI a �@•ice z�� WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM-1'-40' M.:Y-4• TED STAMP NOT VAW UNJsss SIGN® ANR DAM JOB NO. O q—O n w SHEET NO. 380F 76 1%MAX CORRIDOR I 1%MAX iLGPE TOP COURSE SIREZT 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 ROAC Ea 12MD SME£T SE 1+00 - 5+06 112N0 WAY SE 5+08 - I4+1H19 TRACT M. SE 292ND WAY 1+00 - J+16 123RD WAY SE 3+16 - I1+00 SE 209M PLACE 11+00 - 13+M77 TRACT MIT 110W SE 1+00 - 10+9ZM SE 292ND WAY 10+97.32 - 18+39.74 MAC! IMM WAY SE 1+00 - 10+9101 MALT C MST W SE 1+00 - 11+22 SE 289N PUCE 11+22 - 13+0160 1+00 - 15+02M AUEYG 1+00 - 0+29.90 TRACT A P C 111N0 E SE 1+00 - 6+47. BB TRACT SM SE 19JR0 SMEE 1+00 - 4+48 /B TRACT C I1JR0 CE SE 1+00 - 13+3587 SE 2WM S= /3+MB7 - 14+42.M TRACT 11JR0 CE SE 1+00 - 5+41.88 TRACT SE 294 COURT 1+00 - J+J7.51 TRACT KAP SE 295M COURT 1+00 - 2+8050 WRACT AA 121ST PUCE 5£ 1+00 - 9+04.119 MACT M SE 297M STREET 1+00 - 6+4SJJ TRACT M IMN COURT SE 1+00 - 2+40 7RACT 118N PLA SE 1+W - 9+97 ]RACY SE 199M 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 CMCREIE 3" MIN CMPACTO OEPW // ROAD A Y£RTCAL CURB ANO GLA55 9 ASPHALTCONCREIE/ PUBLIC ROADWAY SECT/ON OUi1ER PACIET (RESIDENTIAL COLLECTOR) 2-:IN SURFACING TOP CWRS£ ____. NOT TO SCALE TOP COURSE I%"lNNIL'F+f MACT t GUTIER J" MIN COMPACTEDOEPN / ROAD B CLASS B ASPHALT CMCREIE PUBLIC ROADWAY SECT/ON 2" MIN COMPACTED DE PN (RESIDENTIAL STREET) I' "M f�SORFn CI^NG )OP COURSE / NOT TO SCALE (PARKING ON ME SIDE) 1% MAX CEMENT CONCRETE WRRCAL WRS AND CUTTER 3" MIN CMPACT£0 DEPM TYPICAL TRACTS 4 CUSS B ASPHALT CONCl M 2" MIN COMPACTED DEPM PR/VA TE ROAD WA Y SECTION CRUSTED SURFACING TOP COURSE NOT TO SCALE 4" MIN COMPACTED OEPN :/♦ 'SUNLESS SPEaRED SEE PUN FOR SIDEWALK LOCAnOM ALLEYS A, C AND FIRE ACCESS PRIVATE ALLEY EASEMENT NORM NOT M SCALE NORM R-O-W 26' RIGHT-OF-WAY DEDICATOR Q OS' 16, 6 S, 14' 1 2' SIDEWALK W OOK 7DRY _ SURFACE FINISH PER KC SIG DWG J-01 J-002) (URBAN NEIGHBORHOOD COLLECTOR) SE 288 TH STREET NOT TO SCALE f SIDEWALK IX MAX !`MAX 1K MAX ii MAX CORRIDOR MACY 5' SIDEWALK TRACTS GG, L, S-(DI, S-(E), V-(A), V-(B), W-(A), W-(B), AA-(C) AND AA-(D) PRIVATE TRACT SECTION NOT TO SCALE * SEE PLAN FOR SIDEWALK LO AIMS AND A SAND BLANKET SHALL _ BE APPLIED PER KRIS SECRON 401E A 1 INCH FULL W1OM OMRUIY SHALL BE REWIRED. WE OVERLAY MAY SE MAIMED ONLY AFTER AN EVALUAnON OF PAVEMENT CONDIVONS DR MMAEL/ZAIKR REMM51AMIS HAS BEEN COMPLETED AND APAWWO BY ME COUNTY ROAD ENGNEER M DEVELOPMENT LNONEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO WE £XISnNG WWAAD[ BASE MATERIAL AND SURFACING SHALL BE MADE PRIM TO PLAONG THE OWWAY. AY. 3 1. ALL CORK AND MATERIALS SHALL BE IN ACCORDANCE WM ME LATEST M17M OF M£ CITY OF KENT CONSMUCWN STANDARDS THESE STANDARDS INCORPORATE BY REFERENCE THE LATEST WIRM AND PERIUSHM AMENDMENTS OF WE STANDARD SPEaRCAnONS FOR ROADS BRIDGES AND MUNICIPAL COVSIRUCRON, PREPARED JDINRY BY 1Y5)OT R APWA. THE CITY HAS ALSO ADOPTED SPECIAL PROWSICNS WHICH MODIFY THESE STANDARD SPEORCAnMS AND CITY OF KENT S'EGYAL PROWSIONS WILL GOWRN WHERE ANY CONNCM OCCUR. 2. PRIOR TO ANY CMSMUCTON ACTWTY, ME CONTRACTOR SHALL ATTEND A PRE-CONSMUCnW CONFERENCE WM CITY OF KENT CWSMUCRM AND INSPECTION PERSONNEL THE CONTRACTOR SHALL SCHEDULE THE PRE-CONSIRUCRW CMFERENCE AT 253-SM-MM PRIOR TO SCHEDUUNG ME CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR TRAFFIC CONTROL PLANS (TM), TEMPORARY EROSRN'/SEOIMENTA TON CONTROL PLANS (IESCP), CONSO?W TON AW PERFORMANCE BONDS; AND PROM M INSURANCE COWRAGE. 4 ALL SIM WANK IMPROVEMENTS SHALL BE CONSTRUCIED IN ACCORDANCE WM ARRWWO PLANS MY DEWARON FROM APPROVED PUNS CULL REWIRE PRIOR APPROVAL FROM WE OWNER, M£ CITY ENGINEER, AND OTHER APPROPRIATE PUBLIC Af;f OM S IT SHALL BE ME SOLE RESPONSBIUTY OF WE CLWMACTOR M OBTAIN STREET USE PERMITS AND ANY OMER RELATED PERMITS PRIOR TO ANY CMSMUCTTON ACTWTY. B. IT IS ME SOLE RE SSIUTY OF WE CONTRACTOR TO INDEPENOENRY VERIFY ALL KNOWN UTILITY LOCARWS AND TO DISCOVER AND AMD ANY PREVIOUSLY UNKNOWN UTILITIES THAT MAY BE AFFECTED. THE CONTRACTOR SHALL CONTACT THE UNDERDRWND URUnES LWARM SERVILE (1-W0 424-555) AT LEAST 48 HWRS PRIOR TO CMSIRUCTM. ME OWNER, OR HIS R£PRESENTAIIW,, AND THE GTY ENGINEER SHALL BE CONTACTED IMMEDIATELY WHEN CONFLICTS ARE FOUND TO EXIST. 7. ME CONTRACTOR SHALL KELP ON-91E AND OFF -SITE STREETS CLEAN AT ALL 7IMES BY CLEANING WIN LYMNBINATON SWEEPING AND VACUUM TRUCK. WASHING OF STREETS WLL NOT BE ALLOWED WMOUT PRIOR aTY OF KENT APPROVAL I. ALL STORM DRAINAGE IMPROVEMENTS SHALL SE CONST oVCTED IN ACCORDANCE WW MESE APPROVED PUNS ANY XKARM FROM WESE PUNS WLL REQUIRE PRIM APPROVAL FROM W OWWNER, ME CITY ENGYNEER, AND OMEN APPROPRIATE PUBLIC AGENCIES 2. IT IS ME SOLE RESPONSIBILITY OF WE CONTRACTOR TO INDEPENDENTY VERIFY KNOWN URLITY LOCARONS AND DISCOVER AND AMD ANY PREVIOUSLY UNKNOWN URUnES MAT MAYBE AFFECTED, ME CONTRACTOR SHALL CONTACT WE UNDERGROUND UMUES LGCATOM SERWCE (1-800-42h555) AT LEAST 48 HOURS PRIM TO CMSIRUCRW. ME OW/ER, M HIS REPRESENTATWE AND ME Off ENGINEER SNALL BE CMTACTD IMMEDIATELY WHEN A CMFUCT5 IS FOUND W EXIST. 3 ALL STORM DRAINAGE SIRUCTURES AS DESWAM) IN WE PUNS SHAD SE WE OF WE FOLOWNG A. YARD MAIN - ASSOGAM) SANG AND GRA4£L CB-11), OR EQUAL 6. INLET - WWOT STANDARD PUN 0-4. AS ATED SAND 2 GRAVEL GB-17, ON EQUAL. G TYPE I-C CATCH BASIN - CITY OF KENT STANDARD DETAIL 5-7.. ASSOCIATED SAND AND GRAVEL W-14 OR EQUAL. a TYPE /-0 CATCH BASIN - ASSOCATEO SAND AND GRAVEL CO-6, DR EQUAL E. TYPE /I. 48 INCH DIAMETER CATCH BASIN - CITY OF KENT STANDARD DETAIL 5-8(A) (WON MINIMUM 24 INCHES DEEP SUMP BELOW INWERT). ASSOCIATED SAND AND GRAVEL M-19 OR EQUAL F. TYPE A. 54 INCH OAMEIER CATCH BASIN - CITY OF KENT STANDARD DETAIL 5-8(A) (CUM MINIMUM 24 INCISES BEEP SUMP MOW HIM717): ASSOaA 1ED SANG AND GRAWL S4 INCHES PRE -CAST CATCH BASIN, OR EQUAL G TYPE 11, 72 /NCH 0/AMEIER CATCH BASIN - CITY OF I(ENT STANDARD DETAIL 5-0) (WM MIN/MUM 24 INCHES DEEP SUMP BELOW INVERT): ASSOCIATED SAND AND GRAVEL 72 INCH/ES PRE -CAST CATCH BASIN, M EQUAL H. SPECIAL CATCH BASINS DR DRAINAGE SIRUCIURES SHALL BE DETAILED IN WESE PLANS MGM ALL MIT WY£RS SHALL BE PER aTY OF KMT CWSMUCnW STANDARDS AND ALL SMUCTUR£S DEEPER MAN FlV£ FEET (RIM /NY]RT) SHALL BE TIP£ ll AND EQUIPPED WIN I:INCH DIAMETER SAFETY MANHOLE STEPS DR A MANHOLE LADDER, PER aTY M KENT CONSMUCTON STANDARDS 4. ALL STORM SEWER MANHOLES AND TYPE ll CATCH BASINS SHALL BE PER CITY OF KENT STANDARD DETAIL 5-B(A) AND/OR 5-8(5) DR ME KMT CW5IRUCTW STANDARD$ WM ECCENTRIC CONES AND 'G INCH DIAMETER SAFETY STEPS M LADDER. ALL STORM SEWER MANHOLE COVERS SHALL MEET WE REQUIREMENTS OF STANDARD DETAIL 4-5 OF WE aTY OF KMT CWSMUCnW STANDARDS AND SHALL READ STORM: ALL MANHOLES OUTSIDE OF ME PUBLIC RIGHT-OF-WAY AND NOT LOMIM? N PAWL AREAS SHALL HAW SOLID, LOCKING COWERS MEETNG WE REQUIREMENTS OF STANDARD DETAILS 4-6(A) h 4-6(S) OF WE aTY OF KENT CONSTTMCROM STANDARDS ALL STORM SEWER MANHOLES SHALL HAYS A MIN/MUM DID FOOT W A MAXIMUM 1.0 FOOT DROP BETWEEN INVERTS INTO AND INVERTS WT OF ME MANHOLE ALL MANHOLE COVERS SHALL BE AD.MSM) TO NN/SIN GRADE AF]ER FINAL PAWNG AND LANDSCAPING S ALL FRAMES GRATES AND/OR SCUD XWRS SHALL BE CAST IRON OR WCTLE TRW AND SHALL MEET aTY OF KENT XNSTRUCnW STANDARDS. A. STANDARD FRAME AND GR41E - CITY OF KENT STANDARD DETAIL 5-1(A) AND 5-1(B): GLIIARC FOUNDRY GO M. SA60 D/T M EQUAL- S. SELF-LOCKING VANED MAT£ - aTY OF KENT STANDARD DETAIL 5-1(D). OLYMRC FOUNDRY CO. NO. 5A50-SL M EQUAL C SOLID, LOCKING WCTANWLAR COWER - CITY M KENT STANDARD 5-I(C).' OLYMPIC FOUNDRY CO. Na SM605 D/T, DR EQUAL a SOLID, LOCKING ROUND COVER - CITY M KENT STANDARD DETAILS 4-4 4-6(A) A• 4-B(B): a MP/C FOUNDRY CO. NO MHJO D/T, M MHJ6 WA RESPECRVELY, M EQUAL. NOTES (1) ALL MATES SHALL BE MARKED "WTFALL TO STREAM - COMP NO POLLUTANTS' (2) ALL SOLID W K S SHALL BE MARKED l0RA/N' (3) ALL MATES SIHALL SE DEPRESSED OG4 FEET FROM SURROUNDING CURB DR PAWENENT TO INSURE ADEQUATE DRAINAGE. (4) ME PAMWENT ADJACENT TO ALL MATES AND COWERS KILL BE PAINTED USNG ]FIE STANDARD POLLUNM PREVENTION STENCIU DUMP NO WASTE (FISH SYMBOL) DRAINS TO STREAM SITIVOLS ARE AVAILABLE AT ME CITY OF KENT ENGINEERING OI7CE, LOCATED AT 400 WEST GOW£ KENT, WASHINGTW. NOTES 1. OLYMPIC FOUNDRY SELF -LOCK VANED MA IF W5055. IS AN ACCEPTABLE ALTERNATW£ SUS•ECF TO APPROVAL BY WE CITY ENGINEER. H USE WM TWA LO P SC B S 5/8 INCH LONG AS 11 UNC-24 STAINLESS TIDE J04 STEEL SOCKET HEAD (ALIEN HEAD) CAP SCREWS 2 /NODES LONG AS SP£gFlEO. IS MATERIAL IS WCnL£ ARCH ASCU A5J6 MADE W M-M IV. "DI/IFALL TO STREAM - COMP NO POLLUTANTS' MAY BE LOCATED ON BORDER AREA COWER SPECIFIED BE NV AND SHALL BE ADEQUA MY PROTECTED DURING CMSTRUCRM. (REFER TO WE MANUFACTURERS WOWMEMATONS FOR MINIMUM COWER FOR HEAVY EWIPMENT LOADINGS) A. WCTLE IRON - 4 INCH WRWGH 14 /NCH DAMETER RP£ SHALL BE CLASS 50. AND 16 INCH MROUGH 24 INCH DIAMETER PIPE SHALL BE GLASS 5Z, ALL IN ACCORDANCE WN USA STANDARD A-21.1 (AMA C-51). ALL RPE J ANTS SHALL BE PUSH-M, MECHANICAL M FLANGED. MINIMUM COVER IS 6 INCHES. S. CWCRET£ - 4 NCH MROUGH 12 INCH DIAMETER RRE MAY BE NM -REINFORCED, BELL AND SPIWT WM RUBBER GASKET JGNTS CWFMMING M ASTM C-4 (a SS I). ALL CONCREIE PIPES 18 INCH MROUGH 36 INCH DAMEER SHALL BE GLASS IV REINFORCED SRN. AND SRXT WIN RUBBER GASKET MN75, CONFORMING TO ASCU C-M. MINIMUM COVER IS 2 FEET. ROAD SEC77ONS ARE SUB. CT TO CITY APPROVAL. THE DEVELOPER MAY PROCEED FOR CONS7RUC770N AT THEIR OWN RISK. AS C. PVC - SDI? 2I, 4 INCH THROUGH IS INCH DIAMETER PIPE SHALL BE IN ACCORDANCE WIN ASTM D3035, AND SHALL HAW AT LEAST 24 INCHES OF COWR. MR PIPES 4 INCH MROUGH 18 INCH DIAMETER PIPE SHALL BE N ACCORDANCE WIN ASM DJOM, AND SHALL HAVE AT LEAST M INCHES MINIMUM COVER. ALL ,VINIS SHALL BE PUSH-M WM RUBBER GASKETS PVC STDRM MAE REWIRES KOR-N-SEAL CONCRETE BOOM D. HELICAL CORRUGATE) ALUMINUM PIPE (MAP) - 6 NM INWtIGH 18 /NCH DIAMETER PIPE SHALL BE 16 GAUGE MINIMUM WM 2-2/3 INCH X 1/2 INCH CMRI/CAnONS REFER TO MTAILS IN THESE PLANS FOR ANY PIPES URGER THAN 36 INCH DIAMETER. MINIMUM COVER IS 20 FEET. E HELICAL CORRUGATED STEEL PIPE (HCSa) - 6 INCH MWUW M /NCH PIPES SHALL BE AT LEAST 16 GAUGE WM 2-2/3 INCH X 1/2 INCH CORRUGA TONS ALL STEEL PIPES SHALL BE GALVAN/ZED AND PROTECTED BY ASPHALT MEAM£NT 1. REFER W DETAILS IN THESE PLANS FOR ANY PIPES LARGER MAN M INCHES IN DIAMETER. MINIMUM COWER 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 MAE O.E. WCTLE IRON OR CONCRETE) BEDDING SHALL CONFORM TO CUSS B FOR PIPE COVER ORUITR MAN 36 INCHES OR APWA TIDE '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 WCTLE IRON PPE SHALL MEET THE REWIR£MENM M ME aTY M KENT SPECIAL PROVISIONS S ALL TRENCH BAGCBLL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LUST 95 PERCENT OF TIE MAXIMUM DRY DENSITY PER AST I D-1557 (MODIFIED PROCTOR). ALL OTTER AREAS SHALL BE COMPACTED M AT LEAST 90 PERCENT OF MAXIMUM DRY DENSITY. 9. CONSWCnM a XWAT G (GROUNDWATER INTERGEPTM) SYSTEMS SHALL BE IN ACCORDANCE WTI ARPROWED PUNS 1O PRIOR TO ACCEPTANCE DR CONSTRUCnW AND/OR ISSUANCE DR awnTKA1T OF OCCUPANCY PERMITS SURWE-CERnFTED AS -BUILT DRAWNG5 PREPARED ON MYLAR MUST BE PREPARED M ALL STORMWAnF MMAGOAENT FACIURES AND APPWWEO BY M£ aTY SEE aTY OF KENT XWf.0PMENT ASSISTANCE BROCHURE X-6, AS -BUILT DRAWNCS FOR ADDITIONAL INFORMA PM RDO400AG AS -BUILT DRAWNGS. 11. ALL RE)£NnM/MIENTW FACILITIES WLL BE INSTALLED AND IN OP£RATON PRIOR TO, OR IN CMJUNCnM MM, ALL CMSMUCTW ACBWTY UNLESS MAT ACnWTY EXCEEDS WE CAPACITY AND INTENT OF WE EWSIM/SMIMENTAVION GYNTROL FAaUTY, OR UNLESS OWERWSE APPROVED BY ME aTY. 12 WHEN ALUMINUM PIPE 15 USED WHERE IT WILL SE IN CONTACT WM CMOi£T[ ALL ALUMINUM SURFACES IN CONTACT WIN ME CONCRETE SHALL BE PAINTED WM MA COAIS OF LNC CHROMATE PAINT IN ACCORDANCE WM MOON 7-023(I) B.1 OF ME WSDOT/APWA STANDARD SPEgFlCAWNS FOR ROADS MODES; AND MUNICIPAL O WSTRUCTM. la BIO-FILWATW SWALES AND/OR FILTER STRIPS SHALL BE CONSIRUCIED, WDOED M SEEDED AND IN MERATON PRIM TO, DR SOODFD IN CM.NNCTM WM, AS ALT PAWNG ME WEGETAPOV /N ME BIO-SWALE MUST BE W ESTABLISHED BEFORE PAWNS BEGINS. SILT FENOF INSTALLAnW NOTES I. ME FILTER FABRIC SHALL BE MMAFI 7WX DR APPROVED EQUAL, AND SHALL BE PURCHASED IN A CMTNUOUS ROLL OUT TO ME LENGM OF WE BARRIER TO AKID USE M MNM WHEN "VHS ARE NECESSARY, FILTER FABRIC SHALL BE SPLICED TOGEMER ONLY AT A SUPPORT POST WIN A MINIMUM B-INCH OVERLAP. AND BON £NOS M ME SPLICE SHALL BE SECURELY FASTENED W ME POST. 2. WE SILT FENCE SHALL BE INSTALLED TO FOLLOW WE CONTOURS WHERE FEASIBLE. FENCE POST; SHAU BE .SPACED BETWEEN FOUR AND SIX FEET APART AND PLACED SECURELY IN XPW OF 18 INCHES TO WE GROUND TO A MINIMUM 3 A SHALLOW SWALE SHALL BE EXCAVATED, ROUGHLY SIX INCHES WOE AND SIX INCHES DEEP, UPSLOP£ AND ADJACENT M THE WOOD POSTS TO ALLOW WE LOWER EDGE OF FILTER FARRIC M BE SECURED WM GRAVEL. S WE MNAR 70OX FILTER FABRIC SHALL BE STAPLED M CURED TO WE FENCE, AND AT LUST M INCHES CRP ME FABRIC SHALL BE LAID INTO ME SHALLOW SWALE. ME FILTER FABRIC SHALL NOT EXTEND MORE MAN M INMES ABOW THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED M TREES 6. WE SHALLOW SWALE AND BOM SIDES DR ME SILT FENCE SHALL BE BACKFILLED WIN 1 /NCH TO 1-1/2 INCH DIAMETER WASHED DRAWL AFTER ME SILT FENCE IS INSTALLED. 7. SLT FENCES SHALL BE REMOWO WHEN MEY HAYS SERVED MEIN USEFUL PURPOSE BUT NOT BEFORE ME UPSDP£ AREA HAS BEEN PERMANENRY STABNUZ£D. WE NEW DISTURBED AREAS RESULTNG FROM SILT FENCE REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED, DR OMERWSE PERMAN£NRY STAWLIQED W ME SATSFACTW OF WE aff B SILT FENCES SHALL BE INSPECTED IMMEDIARLY AFTER EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAWFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. I. APPROVAL OF ME TEMPORARY EROSM/SEMMENTATM CONTROL PLAN (TESCP) DOES NOT CWSRNIE AN APPROVAL OF PERMANENT ROAD M DRAINAGE DEEM (E.G SIZE AND LOCARON OF ROADS PIPES RESIMCT)0?S CHANNELS RETENRM FACUREa URUTES ETC) Z ME IMPLEMENTATION OF ME ]ES'LP AND ME CMSTRUGWN, MAINTENANCE, REPLACEMENT, AND UPGRADING OF TESCP FACMTES IS ME RESPoNSBILITY OF ME OINMACTM UNTIL ALL CONSIRUCnON IS COMPLETED AND APPROVED BY WE CITY. 3 ME BOUNDARIES OF ME GEARING UMl7S SHOWN W ME PLAN SHALL BE G£ARLY FLAGGED M FENCED IN ME HEED PRIM M CONSMUCTM. DURING ME CONSIRUCTM PERIOG MO NO DISTURBANCE BEYM£ RADIOED DR FENCED CONTRACTOR R FOR ME R PERMITTED. WE FUCGNG AND/OR FENGNC SHALL BE MAINTAINED BY ME CMMACTDR FM ME OURATON M WE LANSTRUCTM PROTECT. 4 ME TESM FAGLITES SHOWN ON MIS PLAN MUST BE CONSTRUCIED PRIM TO ALL OMER GEARING AND GRADING ACRWTES AND IN SUCH A MANNER AS TO ENSURE MAT SEDIMENT -LADEN WARN DOES NOT ENTER ME DRAINAGE SYSTEM, LEA l£ ME SITE DR WOAIF APPLICABLE WATER QUALITY STANDARDS S WE IESCR FAGLInE3 SHOW/ ON MIS PLAN ARE ]FT MINIMUM REQUIREMENTS FOR ANTGPAIED SIT CMDIRWS WRING WE CONS/RUUCM PERIOD, MESS TESaP FACIUTES SHALL BE UWRAGED AND ADDED TO (E.G ADOIIIMAL SUMPS RELOCARON OF DITCHES AND SILT FENCES ETD) AS NEEDED FOR WEXPECTD STORM EVENTS AND TO REFLECT CHANGED CMOTWS AS WE CITY REWIRES 6. ME TESCI' FALURES SHALL BE INSPECTED DA .Y BY ME CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE MEIR CMTNUED FUNCIIWNG AND CRERA RM. Z ANY AREA STRIPPED OF WEGETAIIM, INCLUDING ROADWAY EMBANKMENTS WHERE NO FURMER NARK /S ANRGPA ITO FOR A PERIOD OF TWO DAYS DURING ME NET SEASM, SHALL BE IMMEDIATELY STABILIZED WIN APPROVED TESCP MEMXS SUM AS SEEDING MULGHING, NEMNG EROSION BLANKETS EM MASS SEEDING ALONE WLL BE ACCEPTABLE ONLY BETWEEN APRIL 1 AND OCTOBER M. S ANY AREA NEEDING TESUP MEASURES BUT NOT REQUIRING IMMEDIATE ATU NRM WRING ME NET SEASON, SHALL BE ADDRESSED WM/N 15 DAYS 9. ME 7ESM FAOLINE5 ON INAC17W SAES SHALL BE INSPECTED AND MAINTAINED AT LEAST ONCE A MMM DR CUMIN 48 HOURS FOLLOWNG A STORM EVENT, AM AS WE CITY DEEMS NECESSARY. la AT NO THE SHALL MORE NAN ME FOOT M SEGMENT BE ALLOWED TO ACCUMULATE WMIN A CATCH BASIN DR PRE-TREATMENT LT POND M SILT NAP. ALL CATCH BASINS AND CWV£YANCE LINES SHALL BE LEANED PRIM TO PAWN ME DEAN/NO OPERATOR SHALL NOT RUSH SEOWENT-UOFN WATER INTO ME DOWNSTREAM SYSTEM. It. STAOLUED CWSNUCRW LNMANCES AND WASH PADS SMALL GE INSTALLED PER CITY STANDARDS AT ME BEGINNING Co' CWSMUCRON AND MAINTAINED FOR W DMARM OF ME PROTECT. ADDITWAL MEASURES MAY BE REQUIRED BY WE Off TO INSURE NAT ALL PAYED AREAS ARE KEPT CLEAN FOR WE DURAnON OF THE PROTECT. 12. BETWEEN NOWMBER / AND MARCH 31, DISI MSLD AREAS NAT ARE TO BE LEFT UNMARKED FOR MORE MAN TWO DAYS SHALL BE COVERED BY MULCH, SOD DR PLASTC COVER/NCI la ANY PERMANENT REIENRM/OEIENnON FACILITY USED AS A TEMPORARY SETTING BASIN SHALL BE MODIFIED WM WE NECESSARY EROSION CONTROL MEASURES AND SHALL PWWDE AD£QUA IF STMAGE CAPACITY AND SHALL BE GLEANED OUT ENTRELY WM PROPER DISMARGE OF WASIEWATER (LE. SANITARY DISGHARGE). IF ME PERMANENT FACILITY 15 W FUNCTON ULTIMATELY AS M /NF/LMATON SMIEM, WE FACILITY SHALL NOT BY USED AS A TEMPORARY SETTING BASH. 14. WERE SEEDING FOR TEMPORARY E 061 CWWROL IS REQUIRED, FAST GERMNATNG MASSES SHALL BE ARRIED AT AN APPRMR/A IF RA IF (Ea MANUAL DR PERENNIAL RYE APPLIED AT APPROXIMATELY SO POUNDS PER ACRE). IS WERE SMAW MULCH FOR IEMPDRARY EROSION CONTROL IS REO/IRED, IT SHALL BE APPLIED AT A MINIMUM WIMNESS M J INCHES M .;000 POUNDS PER ACRE. CAUTION LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE COWRACTOW5 RESPONSIBIUTY TO FIELD VEMFr LOCATION OF UnunES PRIOR TO PROCEEDING KIM CONSTRUCTON. YVU MUST CALL 1-800-424-5555 NOT LESS THAN TOAD FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATON WHERE ANY UNDERGROUND UTIUTES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02007 TRIAD ASSOCIATES /TA S60� 1211 HE grdand WA99094WR9 426B2Y.8618 42E32I.M81 fim �Am.oTse jai rcaa . 'aaeua.mm )AMO VII 40 VI RI'DANA zz J \1 Eo 0 0 0 0 0 0 0 0 Ig R q $ e ogofo��C�� WY E (£XIS A.., PE PROJECT MANAGER R06FRT E. NUIS PUS PROJECT SURVEYOR MY E. IFWS AT, PE PROJECT ENGINEER .kTERYL COX ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: 60WH_MIA YEW.: N/A AS -CONSTRUCTED C LEWIB -1 04 WAS r m ss " WlpryE 6` �AL /2 /D STAMP NOT VAUD UNLESS SIGNED AND DATED JOB NO. 03-094 EAST NO. 41OF 76 Y �I N, dg nHI 6q 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 �A 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 m-�. FLOW TO SECOND DESFERML CLEAN OUT HIRE FROM PIP£ TRENCH IF NECESSARY b �CC CP 4. OR 6• PERF PIPE n b 'o A INCOMING 60 ADS FLOOMW05 CPS R TRENCH) ryrA.xnvU/ U If Ie d FLOW TO OTHER BRANCHING CLEAN MIT COVE FROM PIPE CEPS AS NECESSARY `GRADE NOTES BOARD PLAN 1' SO TO CONSTRUCTED AS PREVENT POINT DISCHARGE GALV. BOL75 O.D. PIPE AMA/ EROSION • 2 M£CLOMAY B£ PLACED LIRE ZED 1.0' 1.0' Iy' NO CLOSER M10 FEET E BOARDRD RD * _„{ �Ay� ME TOANOMER 3 TRENCH AND GRACE BOARD - o • MUST B£ LEVEL. ALIGN TO CLEAN ONES J 4 TOCONTOURSFOLLOCONTOURS OF 511E I WASHED ROCK K 4. GRADE BOARD SUPPORT •.� POST REWIRED FlLTR FABRIC ISPACINGI IO BY sal.LCONDITIONS, S ELEV. OF TREAT TO BE J' M/N. m 4. OR 60 FERF. FIVE BELOW FINISH FLOOR ELEV. ON LAID FLIT WM HOLES UP HOUSE. 6. DISPERSAL MENLW TO BE 4•X4• LOCATED A MINIMUMOF SUPPORT ADJACENT SEPTA AAN SEPTIC PAST AI NO DISPERSAL SHALL BE ALLOMEO BE ALLOWE DIRECTLY `/GRAINS WWlSLOPE SECT/ON A -A OF SEPnC ORAINFlELDLO. INDIVIDUAL LOT DISPERSAL TRENCH DETAIL 4TINAIE11."NI/4 MODEL 11419 OR PIOO OR EQUAL) 45• BEND LOCATOR HARE PVC CLEANOUT DETAIL NOT TO SCALE slope x rl0l u A ' M1 ims 5)00 W1.R >703N. k. u3PAaM dispersion bench wl Outlined O bosh length 1M 1 0' Peg r TOO s9. k. see Freese, seB Figure 422.0 PLAN VIEW OF ROOF NTS RAMP 193a SUXas Wa¢r IX.nge MmuY 5-10 TYPICAL LEVEL SPREADER DETAIL NOT TO SCALE ( PORTION OF W. 1/2 OF SECTION 4, TOWN: eDDvuxPLAN TrrRu a¢aMxO `�mnX O"urtir � A Inner �w xa°p.rya`c•MIN •rmnwmam�:w W w�10d Air".erm. ...axoWRm P.Mr W1Yx°N: �-.P `a 11vamalyy N wn,NMNsr�waw, A Irw4Wml MrlrwMfMN. F F. TRWR"T�l WIINWux WAYP mazA %TWr Ax9um PLAN Ju �A .. 74 N%rlei WW iKIFP Z7 N., CE�� OFNpRCRNi AT M ci WER smv SINGI P RAMP SIM WMx #pVN1FA SIIbP KANUt U t., W.M. At ME BIMP vNY$E Ob i�> i LOCASON EONRiO) G66q 12 3E q. 2' Q1 pPM'SgX JOIN ttTmTMEE wAIF1x0 Y BAR mx (sFE OEIuU EIYM MO ") SECTION A -A A DETE ma wADUN PAIIERN (3EE DUN :4 D ® wAI( *P REQUIRED PLANNOTE P gF XUIE ] A WHEEL CHAIR RAMP DETAIL H I�E WTO1 CUR RAMPS TO AVOID CONFLICTS ARE ENDING GTCH SWISS WHERE FUSIBLE. m R. L]GlE NEW CATCH &SINS TO RICK UP SURFACE WAVES BEFORE CROSSING RAMPS WHERE FEASIBLE 3,12 TD 1 RAMP SLOPE 15 THE MAXIMUM NIVMIBIE 9LH PLAN_ SHOULD BE DECREASED WHERE POSSIBLE, 4. UPM90N JOINTS SHALL ff PLACED AT ME LOLAMI L`.Y1r 'TT` SHOWN. EVSHOMERO JOINT MMTERVL SHALL. BE IN L1 CONFORMANCE TO SECIICN 9-Kl(4) OF ME WSEOT '\ ELEVpIIO N STANDARD SPECIFlGTONS. 5. SIDEwA1R MDM SHAD. BE PER-ARPRS,ID PUNS AND/Ne DETECTABLE WARNING PATTERN DETAIL AANWFO CETNI$ B-t TIYA1 B-i(e}I 1x MPENpX "B" CITY OOF�1CryNT APPROVED, ERR � fi. DETECT(91£ WARRING PATTERNS NAY SE CREATED BE. WHEEL CHAR METHOD THAT WILL ACHIEVE ME TRUNCATED DOME RAMP DUMB DIMENSIONS AND SPACING SHOWN .... Fl x� m A ], DETECTABLE WINNING PATTERS AREA SHALL H RUNpNO INIWTATE YELLOW' 6-7 MIN. A 1-5/b• 2-J�0' B 5/R' 1-1/Y C ]/16• J/4• D ] 1-T/Ib• SA aa SINS iF.y ?2rm�ADE - BOARD NOTCHES GRADE BOARD NOTCH DETAJL JDINIS - A DUMMY JDINT SHALL BE PLACED AT ME CENTER OF ME DRIVEWAY. CLEAN AND B• P£RF. PINE EDGE ALL JOINTS LRAOE U/D FLAT Y&. BOARD MATERIALS -CONCRETE SHALL BE CUSS 9: 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. Cunxxv nu D1 AMC ADA ACCESSIBLENRESIDENTIAL DRIVEWAY TO SCALE 5 S �F K (aTa tMss u�MG I r0• C CNM. 9• 9JNRICI CWRbE. MN.. CfCE P1N SECTION A -AAA -A t. DRAWAn 10 DeE1APm Lars 9WL NOT W: g011WD FOR MAIMS MAN 4 IDORS. GaMIRN1IM S W 14IA10E IMMUNE TE nPo ACCE¢ FOR CfVELOPLD Um WHIM SO DIRLCIE) BY THE FRtl m. GROz SLLWNM OAML6 BOLL a ANCIS To wrtx fTmlR1c Infe OR ITHE INNER, uMPS s11pNTy MEIN m NREC1Ep (N ME fWINEFA. 3. DUMB sHUNM ARE Pal ME MINER RTSOTN6 THE WONT Tn Res DEr IQ BEDFR wld ROM CONDITIONS. 4. EXPNHSIOM .HINTS Sri BE PLACED AT IV N W wP . EUAOMEIRC JOIN wTFML SCOW. a W COIFOMANK;E TO SECNON 9-04.1 (4) OF ME WSDOI STANDARD SPE0fBEV0NS. NOTES, 1. MIS WENCH SHALL BE CONSTRUCI£D 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. SPACNG SECT/ON A -A LUMBER OR AFPROMED EQUAL LEVEL SPREADER DETAIL NOT M CCAI F STORM SERVICE MARKER POST NOT TO SCALE C0NS77?UC7I0N SEQUENCE 1. ATTEND PRECONSTRUCIFON MEETING. 2. CONSTRUCT PR/MARV ACCESS TO ME S'TE. ME PRDWARY ACCESS IMLL BE AT ME EAST END OF AND 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 GATE AT CONSTRUCRON ENTRANCE. 6 CONSTRUCT WM HASH PAD. 6. ESTABLISH AND FENCE AKA9 SHACK AND STAGING AREA AT TRACT Q RECREATION AREA Z. ESTABLISH AND POST EMERGENCY PUN NOMINATE PONT PERSON IN CASE OF AN EMERGl NOMINATE RSON TO FUG DOW EMERGENCY YENICES B. BEGIN PHASE ONE OF END PHASES TO INal COVCURRENRY, STRIPPING ON -SITE CUT/FALLS GRADING WALLS AND FINISH GRADES OF LANDSCAPE AREAS AND LOTS AND ROUGH SUBGRAD£5 ON ROADS. A PHASE ONE MILL BE WE NORTHEAST POPnON ON ROAD A AND ITS COLLECTORS TO WE NORM. PHASE TNT/ HILL INCLUDE WE SOUnINEST PORTION OF ROAD A AND ITS COLLECTORS TO M£ SOUTH. 10. GRADING IS PLANNED FROM NORTH TO SOUW, 11. ALL TRENCHES SHALL BE BACKFlLlED. FOLLOW HSOOT SPEaTICAnONS FOR LEWIN OF MENCH EXCAVATED AT ME TIME AND BACKFILL REQUIREMENTS 12 TEMPORARY EROSION AND SEDIM£NTAMIN CONTRIVE SHALL BE INSTALLED R PUN AND R BEST MANAGEMENT PRACRGES 13 Sol FENCE SHALL BE INSTALLED UPLW MOBILIZAnM OF WE SITE AND PRWR TO CLEARMC ACTIWnER 14, INTERCEPTOR SWALES WILL BE CONSTRUCTED Ninth ME ESTABLISHMENT ON ON -SITE RIGHT-OF-WAY AND LOT GRADES 15 EXCAVATE SEDIMENTARON PONDS FOR PHASE ONE. CUTS SHALL BE USED FOR PHASE ONE PILL AREAS. IS STROPPING AND CUr/Fl ACTIVITY IN PHASE ONE WLL BE CONCURRENT. PHASE ONE HILL UST APPROXIMATELY 59 DAn. 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)£O TO M/N/MIZE )HE NAnYE SOIL S>MPPEO AND EXPOSED TO MINIMIZE EXPOSURE WRING INCLEMENT WEATHER. EXPOSE) SOILS WELL BE STABUNED/MULOIEO AS FINISH GRADES ARE ESTABLISHED IN LOT AM LANDSCAPE AREAS AND RWGH SUBGR I DE5 ARE ESTABUSHED IN WE ROWS IS. MINIMIZE DUST USING A WATER (RUCK. 19. PUBLIC STREETS SHALL BE KEPT CLEAN AT ALL TEAM ANY DIRT TRANSFERRED INTO PUBLIC RIGHT-OF-WAY FROM ME SITE SHALL SE SMEPT. 10. EXCESS FILL HILL BE STORED /N A PLASTIC COVERED STOCKPILE IN M£ M]URE DEVELOPMENT TRACT ADJACOVT TO 1241E AVOMUE SE, SOUM OF 12JRD PLACE SE. 21. TIMR AND WASTE GRINDINGS HILL BE HAULED AWAY MOW M£ SITE USING WE PRIMARY SITE ENTRANCE ON 124M AVENUE SE AND THE ESTABUSEI HAUL ROUT£ AND TRAFFIC CONTROL DESIGNED BY ME TRANSPO GROUP. ME HAW. ROUTE 15 SR 18.. 22 PHASE TRIO SELL BE ME SOUTHEAST PORTION ON ME S TE AND Mt UST APPROXIMATELY 35 DAYS 2J PHASE TRIO EROSION CONTROL AND GRADING ACTIWTIES ARE SUBJECT TO ME SAME CRITERIA AS PHASE ONE, AS A MINIMUM. 24 PHASE TIWI INCLUDES THE MOBIUZAnON ON A SECOND CONSTRL/CHM ENTRANCE FROM 11BM AVENUE SE. 116W AVENUE SE IS A SECONDARY ACCESS TEAT WILL BE USED MINIMALLY AND FOR ME LIFT STATION AND DRAINAGE SCALE CROSSING CWSTRUCTFON 25 ALL ON -SITE EARMWVRIC GRADING AND STABILIZA71ON ACRIVRES FOR PHASE WE AND TNO ARE EXPECTED TO BE COMPLETED IN THE EARLY FALL OF 2006E 26. IN BOTH PHASES, THE TRUCK ACTIVITY WILL INCLUDE PICK UP TRUCKS COMP TRUCKS AND LOHIIOM INITIAL ENHANCE INTO THE SITE AT 124M AVENUE SE WILL INCLUDE SCRARS AND URGE EQUIPMENT REQUIRED FOR GRADING ME SIM ME INTENT BY CONSTRUCTING AN ON -SITE HAUL ROAD 15 TO MINIMIZE ACCESS TO AND FROM ME SITE AND CONTAIN ACRWTY ON ME SIT£. 2Z. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY. ADDITIONAL WS CRWS SHALL OCCUR ON DAYS HIM HEAVY FREOPITATIW. 2B SHOULD ANY EROSION CONTROL MEASURE BE DANA=, REPAIR SHALL BE IMMEDIATE. 29. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IMMEDIATELY SHOULD ADDRONAL MEASURES BE REWIRED. 3a WE KING COUNTY DESION MANUAL AND REQUIREMENTS OF ME CURRENT NPDES/SW'PP REGULA TONS SHALL SE FOLLOMED MROUWWiCWSMUCnON. X. EROSION CONTROL MEASURES MAY BE ADA/STED AND RELOCATED AS CONSTRUCnON PROGRESSES M. ALL TEMPORARY EROSION CWMOL MEASURES WLL REMAIN W PULE UNTIL ME WLERNING AGENCY APPROVES REMOVAL PERVIOUS ASPHALT PERVIOUS COARSE ASPHALT AGGREGATE THICKNESS(IN) THICKNESS(IN) 2.5 e PERMUS PAVEMENT CROSS SECTION I\-/-�- NOTTOSCALE SPECIFICATIONS 14PEWn PAVP SPNFGTb GENE L wsrxszwALPAWFHIrt.eMe NAIEIIIPL AMaI CEOIEMILES A4S1 VMJdTEAN60➢diKKW LY. .xEwlwsxMElxnwEPxWMRATrox QFeuesxRPE.TIW CCxUMmAGrAdaxAu Ncr-�RxNLLVJSMO W9WSAIIIPERPpOM lz NAreRu1a rnolxu�IwPEmAwMRTIeTwrawAm3wArr.E 111 PflMWB4ifW1T.TIEPEAVxM4NRMLT&WLmEETT1E FaEQM�aPn� PIGYIDNM wire %PASSJIQ 9 D SIRN tl Y Im IN Be 100 Us enuxxwNmxMWRr. WeamWMEMWwdlorNwFJartaF TxO AaZSINYPL .P9NYIDA�M1.�,rElFFM11PE M x«t:EEzalxcx TMwLreu aUnnuJe T'U"Exreu�iwEa TreraMwTle N �AEIWHN iW'PN010F CdP.ACTATNLTIHA[mEeANE WMM R3RxATKM �-WE91]I. QOMTPAW CpePACPNRMti. ' �w.wTlvlAmM M A SIEVYPKNxO z E M INCH w STO 1Vl INd fris 3M INCH We Anne spsoci REwreaxNz uYMFvwwOrsProNm CRm�O m smPTWml arEmd III ME ONAWESiME �eIFl®bwaA.ndewz aE1em. 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 USMSO, P/ c xF1EYwmxxE A 9¢v09¢ %vM9ix0 u ow UZA %IMP.bSIF9KCPo19xm B. AC.fiREGTEPRmROmTE CdMRACTORmp®fM191ME PMMUBPffiYALTBURCICE VH BCMPL®RITECMEIEIN /IXMIEdR W RN MINiMLL pBNRB4H3. RB1AGFlEM C£ FlLA! E1�Nnawwnx cMweO wenmAre ewrn: n0 nvwTvu ev TP W A QEOPFz EF[R RSx LPJ_Pl DCxxI.TM1E&IB0.WE8C W PpMVAPAVu2nPxFA4 a. �1IXTNEF0.IERMVJLCIXIaISTCf NIRAFl 1lOX0RE4NVNP.Vf MTx ARWINW 'M4MFMl�OPENFMB �10:,Jf0R6F➢ARAnd C. MININWWEWIPI9LIHHMFERRFAPIFCyW WWNBIEO sudTlMTuvsTMl AMIacETMI9Tw WHMNMRFMI9XEE1 1]b &IAKIMDE A tU�N� OHCVNRCAiffULLY EaDC6E4 MCPROrECTm FPU'I ndpb CCxFACTiQX MOMCde111UCTId EWIPPwr BemeoWru ewwmRaxuzel el w`xsn e'wmRAo n`d FIGUr.E 9 PERVIOUS PAVEMENT CROSS-SECTION AND SPECIFICATIONS TriadiVerdena Walking TreIUWA Golder Associates AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) ®tam TRIAD ASSOCIATES / ASSOCIATES �Aw. NE KirkbM. WA SHM-3913 42bb21.3401 d BWADAB9ATJBMIforr Y RRO 11 J.W 40 VIFIR ®AINA N /� Q 3 a/J Lw 14) Q AV) r Q' O Cn LU O N Cc Q Q cc LU zz O ICI U m 0 0 0 0 0 QQ Y y zW ROY E. LEM£ AFL. PE PROJECT RAVAGER R09ERT E. COAL USO FILE PROJECT SURVEYOR ROYE 1£M$ AIR, w PROJECT ENGINEER ,EEFFRY L COX ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7126/06 SCALE: IOBfI.: N/A YBn.:N/A C LEWJB 0p WAS r ro ss " BlpryE 6` ALL 7- /D STAID NOT VALID UNLESS SLGNED AND DATED JOB NO. 03=094 SHEET NO. 420E 76 ` 21e /p1 fl /r 37 \ 336 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 6+99 B. ]9'Lr iFE RAM=43a26 NUT 434.29 SEE SHEET 44 1-FlRE RODENT ASSY (SHACKLED) 3.�6 PRONOE BLUE STREET B/0/CATORS ;'PH S/�J59..._...`• '37� 371 360 %� % %o t___- t .. 334 / �-.. Ir I k �� 362 5+4z ur' Er �'` "'� iQR � 376 f loll l W W wPOND A, TRACT ,E -i / 370 ----------- _-MA RE DON 363 r 364 5 i r 4 � NuT= 4.97 d- _ -_ � � ,' ,•' ter'.- I �� _ I / r . l �X 11 tir \ NUT- ffi �_ �� f �f t� � '� y ,' W ,W I - �� 378 I EXISTING I90 WATER LINE EAST l I } TRACT LINE (T1PJ' /� DFIBLONOFF lS ABANDONED. 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CUL V£RT END IE 4fi0. b 12 CMP /£ 459.E TOP 458.99 11 CMP l£ 456.0E A n 12" COW IE 45 ..99 (EN) ER CULVERT I WATER MAIN AS -BUILT INFORMATION /S p; 12- CMP l£ 458.99 (S) 12 CMP 1£ 455.44 SHOWN BY RIM AND NUT ELEVATIONS l 'can n SURVEYED AT VALVE LOCA TONS DUCTILE IRON WATER PIPE SHALL BE CLASS FlRE SPRINKLER SYSTEM WIN A 1' METER ALL PIPE SLEEVES SHALL BE PER CITY OF 52. REQUIRED FOR L07S 1-7, L07S 38-57, L07S KENT STANDARDS 97-120, AND L07S 131-146 PER CITY OF FIRE HYDRANT ASSEMBLY KENT STANDARD DETAIL 3-15(A). MAINTAIN WOO BETWEEN VALVES PER CITY PER CITY OF KENT STANDARD DETAIL 3-1 OF KENT STANDARDS VALVE BOX AND OPERA nNG NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 FIRE HYDRANTS LOCATED IN THE NCIN/TY OF WHEELCHAIR RAMPS SHALL MEET ADA SINGLE-FAMILY RESIDENTIAL DOMESTIC SETBACK REQUIREMENTS WA 7ERLINE/FIREUNE PER CITY OF KENT STANDARD DETAIL 3-15(A) PIPE DEFLECTION NOTE' WATER PIPE CAN BE DEFLECTED 4' MAX PER SEE FRONTAGE IMPROVEMENT PLANS CITY OF KENT STANDARDS 290' RADIUS IS SUBMITTED TO KING COUNTY, PREPARED BY MINIMUM RADIUS THAT CAN BE ACHIEVED, 7RlAD ASSOClA7E3 FOR 124TH AVENUE SE ASSUMING 20' STANDARD PIPE LENGTHS IMPROVEMENTS CAUPON LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTIUTIES PRIOR 70 PROCEEDING WIN 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 TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. ASmCONSTRUCTED PLANS I (SEE SHEET 1 FOR STAMMENT) /TA S60 -Rw HE wni.na WAa00aarexe 428A218448 425.E aril fax M 408,0756 toll free YARROVJW development 40 VIER, L)ANA leeleel �0000 i oI p a WY E (£XIS A.. PE PROJECT RANAGER PROJECE. URVET PLS PROJECT Sf@VEYOR MY E. GEM% .R., PE PROJECT ENC]NM .kTERYL COY. AS.A PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Mill M.:N/A AS -CONSTRUCTED C LEB'IB -1 04 WAS r m s s alpry� E 6` AL zr/-/2 /Z9 STANP NOT VAUD UNIESS SIGNED AND DATED JOB NO. 03-094 SEBRT NO. 43 OF 76 I I I PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. ... s: ili'EEEEEEEE E F 'm • 6 1 i r ♦ 14 a.. 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' 8 " TE L SU-. (6RUSfiIN4) NATEK MAIN RWx,l PAT NU = i y ------ l :5 94 RT l e 367 ' 11 11 I,, PROPOSED 40ACCESS ! I 1 AND UTILITY EASEMENT I (NO 5TRUCTURES SMPLI� B£ BUILT MMIN 40'1 UTILITY EASE it t _! h Ill /TRIAD li r li qtL4— ASSOCIATES HE lana�a. wna��-reze t 8.aast fax M 40faxT� 7�eoa.aen,ors�s tollra. ) \ { ARRO VV iJL-11 development ti' lil ' III � 15t1272 /40T' 40 \ p' j� II\ IIDA I V ,{ CT ORIYEWAY bJ C A' A 18: WATER MAIN i W Blown UK) ' ,.� �O WAIFR MAIN O el R/ 725' LT 2 0' BEND(Me) •�1- _k"NG � Q 3 / O J qpUqp uJr Oi N N LLT m 2 co N�CL Lw ck 4 O y � W AC RELEASE cc . LOCATE 3 W 5*1 POINT `I Q CRY PF KENT .0 , ' gAROI OETAK J—J(A) � 1+ .00 122ND WAY 1 . +6¢.82 SE 2881N S 87' ITTWLu •IAOA TORS (F J) BLINpp FLANGE W 14�WC. [b.00lONG \ Y o� o m U I I I I I I I �0000 iQ�) W/ � BLCW(fli(%1 ROY EROY E LEW1 A. PEP£ 2 z ( `� k' PROJECT NANAGER 368 .' `3 RaemT E WAurs, RLR I € PROJECT SURVEYOR 1016A 561 LT �' 0 ( MY E. GEM$ JL, PE 1—e x45 BEND ✓ z L v_ I PROJECT ENGINEER W/ CONC BLOCKING x! W 2 ... XFF£RYL COX ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL BATE: 7128106 I „ EX=6_I✓I2H CLFNC RULE: RUR6a Y-40' VOWN/A AS -CONSTRUCTED WATER MAIN AS—BU2T INFORMA77ON IS SHOWN BY RIM AND NUT ELEVA77ONS SURVEYED AT VALVE LOCATIONS. ; opLWAIT ✓ CAU7101V LOCH TION OF EXIS77NG UTILITIES SHOW IS ro APPROXIMATE AND MAY NOT BE ACCURA 7E OR ALL ee INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY sRTOTel 7D FIELD VERIFY LOCATION OF UDU7IES PRIOR TO PROCEEDING WIN N CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL �12VZ9 BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77077ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. STANP NOT YOU UNLESS NGNED AND DATER AS -CONSTRUCTED PLANS JOB NO. Well (SEE SHEET 1 FOR STATEMENT) SHEET NO. 440F 76 02007 mIAD ASSOCIATES SEE SHEET 46 �• •• 1 �� r ^-1 �1'i•1 c� a .,Ili®`� aar ®\ T 3 3 \: , ® , ffs; 1�� Nwl �� _ ,..,..... ......... ...... ... ......... .,. ,. .... ......... .... ....,a}.a3:di°.SS rW.m._ ,i®��4�� _®r�i.. PIA S€ 1 POND B TRACT T DETENnoN _ ....—� W -✓ w s+oa Rr >af ~ 2& J. .I� ' �Otftz �✓ Ji y �v w� `w �, HMMANT ASYY J) P VIIAE BLUE STREET � INdCAigP6 t' �✓ Ji (J� Ji J� /`V J� .� I _39j ;\ / - _'11 - V .✓ .� W .� . K � ,� eta e e 39b'.—.yI \, f4fFE HyI vPRawBE "---------'-_ _ B� ---- �--- _ Jss- _� _ — —_ _ 4sa ------------ 402 • %K �, ____ _ -_ z - SCALE: 1" = 40' 0 m 40 BO 45 \ 4%1� w yw FIRE SPRINKLER SYSTEM KITH A 1" METER ALL PIPE SLEEVES SHALL BE PER CITY OF DUCTILE IRON PIPE SHALL BE CLASS 52. REWIRED FOR L07S 1-7, LOTS 38-57, L07S KENT STANDARDS 97-120, AND L07S 131-146 PER CITY OF FIRE HYDRANT ASSEMBLY KENT STANDARD DETAIL 3-15(A). MAINTAIN 800' BETWEEN VALVES PER CITY PER CITY OF KENT STANDARD DETAIL 3-1 SIDS. VALVE BOX AND OPERATING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-72 FlRE HYDRANTS LOCATED IN THE NCINITY OF WHEELCHAIR RAMPS SHALL MEET ADA SINGLE-FAMILY RESIDENTIAL DOMESTIC SETBACK REQUIREMENTS WA TERUN£/FlREUNE PER CITY OF KENT STANDARD DETAIL 3-15(A) .................................................... _ PIPE DEFLEC7701V NOTE. - WA TER PIPE CAN BE DEFLECTED 40 MAX PER SEE FRONTAGE IMPROVEMENT PLANS CITY OF KENT STANDARDS 290' RADIUS IS SUBMITTED TO KING COUNTY, PREPARED BY MINIMUM RADIUS THAT CAN BE ACHIEVED, TRIAD ASSOCIATES FOR 124TH AVENUE SE ASSUMING 20' STANDARD PIPE LENGTHS. IMPROVEMENTS woa0918(R✓..'I6TH kk 2 G .'f��RESDE j \� 6 ' RT R -3-11• CAIE VALYEy FI.xM✓) APTCR,(iLxJ J) 'A��l W1 CONC. B/9CpNC 0' o / � /f 7RA T A/ \use ; , II RE fTON Qn (7 y 1OAiPUBLIC SENiJt TER GO A` 1 N .,. / 1 SI{�iFAI�D�PAdYAGE EA VENT (TW) �sll WOE BLUE STREET 6.00' RT `\ a GA1E W/ VAL 4E5 (B.xMJ) � W/ CBNC. BLUCKINC r ;��. il� �� StiALL 2'IRRICA RON AIE7ER WIN BAa(TLOW f PREYENTCR PER an, a v = kN7 o AX J-rJ(6A ro : fit' `I 2#6` 4FfiP 441.i7 43ZO r I ° a WAY ___ t F11(s ^�� 12 P wWJ) N:N WATER MAIN AS -BUILT INFORMAT70N /S SHOWN 8Y RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAU77ON LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE 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 THOU FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77U77ES MAYBE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS AS -CONSTRUCTED PLANS (SEE SHEET I FOR ......................................................... /.40C lwT es �P .NE (Aland WA 68�3 4Z.wt 498 42581 iaz 800.488 OT56 ll rvw YARROWBAY ' IRDANA 2 Q a � O Q i N Q 3 1LL,� oQ� W Cc he uj ti OW 4 M O W U kY y r�p�pRaRg y� a dgg z� ROY E LEM£ JZ, PE PROJECT MANAGER R09ERT E. WA" PLS PROJECT SIIRFETOR ROY E r£M$ X.., PE PROJECT ENGINEER .EfTERY L L'OK ASU PROJECT UNDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Romz.:1•-40' r .:N/A C LI IB -1 04 WASb ✓ ro s RION L Q 6� STAMP NOT THID UNLESS SIGNED AND DATED JOB NO. 03=094 SHEET NO. 45OF 76 PORTION r :....... 6..0 ITT r234 � MER I ' , v� ILIIIIIIIIIIS ' ^fod r MnDRAIN PC - - + Z TOnM ORAINA B+c^ I' ' a+ $.53' Lr *ox `' � "` -.. , '�-� �`'. .✓ ENB P/PE BD2EC LW � ,�- / PC 3+0c 3V2 1 �r A{] '/ �/ f99 198 19E \9.2 19\1 190 ,l94 1g�... ti. 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SCALE: 1" = 40' 0 20 40 m ALL PIPE SLEEVES SHALL BE PER CITY OF KENT STANDARDS MAINTAIN 800' BETWEEN VALVES PER CITY STDS FIRE HYDRANTS LOCATED /N THE VICINITY OF P WHEELCHAIR RAMPS SHALL MEET ADA SETBACK REQUIREMENTS INTEGRITY OF 24' WATER LINE SHALL BE MAINTAINED. 24" WATER LINE SHALL NOT BE UNDERCUT DURING CONSTRUCTION OF 07HER UTILITIES DUCTILE IRON PIPE SHALL BE CLASS 52. FIRE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERATING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE—FAMILY RESIDENTIAL DOMESTIC WA TERLINE117RELINE PER CITY OF KENT STANDARD DETAIL 3—Ig A PIPE DEFZEC77ON NOTE - WA TER PIPE CAN BE DEFLECTED 4' MAX PER CITY OF KENT STANDARDS 290' RADIUS IS MINIMUM RADIUS THAT CAN BE ACHIEVED, ASSUMING 20' STANDARD PIPE LENGTHS CAUTION LOCATION OF E)OS77NG UTILITIES SHOWN IS APPROXIMA7E AND MAY NOT SE ACCURA7E OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FlELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) /Tsp 1211 NE KiANW. WA 80096 3 4R6.8 l.E 4258213481 . e800.4ee_a 56Toll w is YARROWBAY 40 VIFikDAINA 0 0 0 0 0 0 0 z�MyMy�B pp �E fee z� ROYE LEI£ PE PROJECT IMAGER R09EFT E. WA" MS PROJECT SURVEYOR ROYE 1£MS X., PE PROJECT ENGINEER .EfTFRY L COK ABlA PROJECT J/NOSCAPE ARCETfECT FIRST SUBMITTAL RATE: 7128106 SCALE: Romz. 10-40' r .:NIA AS -CONSTRUCTED e. I,Ewte -1 04 WA6b! r m tim r° ro 00 s6lpry� E 6` STAMP NOT VM D UNLESS SIGNED AND DATED JOB NO. 03=094 SHEET NO. 46OV 76 02007 TRIAD ASSOCIATES EET ••• • *fjmg• • SEE SH49 - �$a; ;r �I F F • •}. yNIIIIIIIII $ y .}' 11 vi r �, 8 III 11� ij >, tt ..O�FFFFFFfi .a ' F r ;: 3 a a r � _ q 1LI F I• � I 1 - •'� •r ' U 7xWAl 24 WAiTR �.♦ �. { AI 1 � NOT ON OERCOT o TRI/C1fQN OFcr o17me u 3a+»- II 1 r zsv i+00.00.120.120 r KID AIR AC R EASE VALK. L if AT cN Moo sF=ra MAX OETAK J-xA)\ -AE—o\ IC `A n2a a5� t 3Me ' ' ...................................... Y -0 • - YflF ................... ... ....................................... . 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All PROJECT LANDSCAPE ARCBTTECT FIRST SUBMAL DATE: 7128106 SCALE: RURM 10-40' M.:NIA AS -CONSTRUCTED e' LEWTe -1 04 WABgn r ro OB '>88IpryAL � E 6` ell /�:;:` /D STA*P NOT VAUD UNLESS StcNED AND DATED JOB NO. 03-094 SHEET NO. 48OF 76 zS- �I - —✓ - PORTION OF W. 1/2 9F SFQTIQNx TOWNSHIP 21 N. RANGE 5 E., W.M. ANC. " ° TELEGRAPH EASEMENT ( ) I REG. NO 51 / / < \ 100' REG TV a< TACOMA WATER EASEMENT LAD 1 1� / gbb'�V NO. ]306050390 I ASSOCIATES I�/�mom 100, II c. ECS ENr o � 40 N��N� I O ��-��.f s2azsAS KAI WA AR6821 N48�o918W1J ET=. 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W v. .� �__ 'w, ,I �, SENS7TIV£ AREA ppp a. � //.df !,� r/ r/Yli% w .,..�.� I r// /•w �7 w � w � .� �_ .�_.__.w � w �. �.r �✓."�� '""._w-__�- �.�... \� 132 ,i � � / rr rr �, .� � wti6 �, .� � .� ry./� -�✓ +- r�-.- � �, .� vv �✓ w v, ,� :v /•� � P l 25 �/(��/(�� - A,. { N' Ji J_ .--�.' _ Ji J, I Jr �✓ Ji �✓ V Ji Ji F ,Ir 384,_� Ji 1 i ' IN w .V IV _ 3e4 �w �, � w � l--' _ IN r w� yti It TRACT 7Tw w :G--1 /�'ir.w �. �.' �T {� osz _) sE�VsnI �. � �. � � � �'� .�_.,,_•— --� I ��.� .� �� I .r �y, w w w cDasnNDDRouND� y/ i _ rp / '� T / C 5JR TM / / % w i �✓ �✓ W �✓ �✓ - �✓ J ��11 1I 11 �P HAMMERHEAD) N I IT I w SIC. m .✓ .� I '1 SHEET '1 �: Al .' �' VI SEE FIRE SPRINKLER SYSTEM W17H A 1' METER ALL PIPE SLEEVES SHALL BE PER CITY OF REQUIRED FOR LOTS f-7, LOTS 3B_57, LOTS KENT STANDARDS 97-120, AND LOTS 131-146 PER CITY OF KENT STANDARD DETAIL 3-15(A). MAINTAIN 800' BETWEEN VALVES PfR C/TY SETTED SIDS FIRE HYDRANTS LOCATED /N THE NCIN/TY OF WHEELCHAIR RAMPS SHALL MEET ADA SETBACK REQUIREMENTS FIRE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERA77NG NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE-FAMILY RESIDEN77AL DOMESTIC WA 7ERLINE/F7RELINE PER CITY OF KENT STANDARD DETAIL 3-15(A) PIPE DER ECRON NO 7E WATER PIPE CAN BE DEFLECTED 4' MAX PER SEE FRONTAGE IMPROVEMENT PLANS CITY OF KENT STANDARDS 290' RADIUS IS SUBMITTED TO KING COUNTY, PREPARED BY MINIMUM RADIUS THAT CAN BE ACHIEVED, 7R/AD ASSOCIATES FOR 118TH AVENUE SE ASSUMING 20' STANDARD PIPE LENGTHS IMPROVEMENTS / a -12111 FWN Nf iW/ CONC. BLOGfHyM, ll� ! .l p�T /rl 7+11 ]. RT A 60'TAA C WA LINE A 12' DAIF /l jj o Y.w ¢Aa 4oE cr THE 1 y . II 4SEIVs774 25+03 B6, 6.40' RT I END PIPE It PC \24+20. I t SCALE: 1' = 40' WATER MAIN AS -BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS. CAU710M LOCATION OF EXISTING UT7U77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR 70 PROCEEDING III CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING £XCAVA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATEDD, FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) 02007 TRIAD ASSoI YARROWBAY � n 40 VIFIR ®ANA �000000 0 k Y yy z�dyMy�By 9 zW PROJECT MANAGER R09LFT E. WAf!/$ PLS PROJECT SURFEYOR ROYE 1£M$ X.., PE PROJECT ENGINEER ,.EFFFRY L COK ASIA PROJECT LWSCAPE ARCHTTECT FIRST SUBMITTAL DATE: 7128/06 SCALE: Romz.: 1'-40' rert.:N/A e.LEWJW -1 04 WAS r ro 00 s6lpryAL � E 6\ STAMP NOT PADB UNLESS SIGNED AND DATED JOB NO. 03=094 SHEET NO. 490F 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LESS THAN 1.0' CLEARANCE aETHEEN PIPES WILL REQUIRE FOAM PAD OR RE SAND HEDGE PER CITY OF KENT STANDARDS, APPROIED SEIVER PLANS SUBMIT7ED 70 67TY OF AUBURN FOR 7SEAER WATER MAIN AS -BUILT INFORMADON IS SHOWN BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS IF CAUTION LOr477ON 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 EXCAVA710M WHERE ANY UNDERGROUND U7ILl77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) +ail �Tso aWllllllllllel 1211 HE 10dand WA9909L6929 4PBAYI.1l 42Ee21.3481 fax eoa.4eo,orss roll free Leo o 0oe n a JNX JiG m l",p'I ROY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. ll PLS PROJECT SURVEYOR MY E. ( WM .R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIST SUBMITTAL RATE: 7128106 SCALE: ffliff -40' M.:Y-4• TED STAMP NOT VAW UNLESS BIGNE➢ ANTI RATED JOB NO. 03-094 SHEET NO. 52OF 76 02007 m1A0 001 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LESS THAN 1.0' CLEARANCE aETHEEN PIPES WILL REQUIRE FOAM PAD OR RE SAND HEDGE PER CITY OF KENT STANDARDS, PROFILES SEE MAIER PROl (THIS SE7) FOR WA7ER DESIGN, SEE APPROIED SEIVER PLANS SUBMIT7ED 70 67TY OF AUBURN FOR 7SEAER Zd WATER MAIN AS -BUILT INiORMAAON IS SHOWN BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS IF CAUTION LOr477ON 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 WITH CONS7RUC7ION. YOU MUST CALL 1-BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U7ILl77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) /TA SSD 1211 HE 10dand WA9909L6929 42Ee21.3481 fax eoa.4eo,0756 roll free Leo o 0oe n a JNX JiG m l",p'I WY E (£X1S A... P£ PROJECT MANAGER Moll E. of PLS PROJECT SURVEYOR MY E. ( WM .R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: DDE¢a Y_10' M.:Y—el' TED STAMP NOT VAW UNLESS SIGNED ANTI DATED JOB NO. 03-094 SHEET NO. 53 OF 76 02007 m1A0 MA 41C W 400 Lu 2 390 Kf'f! 37C PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. i PN STA = 28+ Ill 7 1 VC Pl9 STA 27+01.91 li PM ELEV - 39A18 IS-i 100.00' VC 4 4 O p n Y '__________ A �p _I I ___________ h �~0 ___ __Oh lee }ob; oo LOW P og ELEV = 39455 y m ,,y�'y "! b b W m W W 5 LL 5 G LOW POINT STA • 25+08.41 PN Si 25+W..41 m g II 111 - 27 00' VD S 1 N II / N n PROPOSE© FINISH T / 1 LRAOE A. / LL / n p MNUTA/N AO' N/N. 2 iZF / Y 'O MAWT N A0, MM. P COI / 04£R 12 P/P£ R LbY£R OVER IP P / _ J ^3& ° ER MAl 94.96 lCRO �— -TAll -- /CP OF ARCH 94 /0 12 WA 12 0. WA EL SBB.50 WP1PE5 —. MN j 12 SD lE J9295 / CLEARANCE BE NOD„ nil SHEETJ WA CROWN 391.01 //� ( EL 38750 12 F�gLrr,i / �''� AAll f pWm/ENCH jjj CClE BMIEINMEEN 12 50 391.37 121 wA WN 3B9.a4 �� NDE777.0' MIN. 1 AND PElt j RANQE BETWEEN \ `I �y TOP OF FOf/A�ATlCW 1 I EXISnNC CONTOUR AT �J BOTTOM FWNOAOW E 37867 I PHA r (SEE PLAN SHEET 49) ....................... SE_296TH PLACE ........ PROFILE SCALE i = H(Affi TA Y= 4' VERTICAL '.. EN/S NG GROUND PROPOSED 7)NISH GRADE EL. T TIPi EL AT TYP ah hh rot' ng el .� rv^ 9N .�r:N o" h h "NI hR1 hR1 hnpl mb hR1 �� hg h3 •� 24+00 25+UU 26+00 27+UU 4.4 420 410 ]O 370 STORM AND SEWER CONVEYANCE SYSTEMS ARE SIOWN SIADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WATER OESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESIGN. WATER MAIN AS -BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS IF CAUTION LOCATION OF EXISTING U77LI77£S SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING WTH CONSTRUCTION. YOU MUST CALL 1-BW-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. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) /TA SaWllllllllllel 90 1211 HE 10dand WA9903469R9 4ZM1.8N8 42Ee91.3481 fax eoa.408,0756 roll free ARRO VV iJL--11 development 40 Eo 0 0 0 0 0 0 � ygpg� 6 C �1 c�Mb� ROY E (£X1S A.. P£ PROJECT MANAGER RO6FRT E. ll PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .ATERYL OYIP, A&A PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 712810E SCALE: ffliff '-4D' M.:Y-4' TED STAMP NOT VAW UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET NO. 54 OF 76 02007 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. m 0 h W LLJ (Q8 430 2 420 LESS THAN 1.0' CLEARANCE aETHEEN PIPES WILL REQUIRE FOAM PAD OR RE SAND HEDGE PER CITY OF KENT STANDARDS, PROFILES SEE MAIER PRORLES (THIS SE7) FOR WA7ER DESIGN, SEE APPROIED SEIVER PLANS SUBAl 70 67TY OF AUBURN FOR 7SEAER 410 ii 390 Kr;m WATER MAIN AS —BUILT INFORMADON IS SHOWN BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS CAUTION LOr477ON 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 W TH CONS7RUC7ION. YOU MUST CALL 1—BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U7ILl77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) /TA Sso 1211 HE 10dand WA9900L6920 426A21.11 42Ee21.3481 fax eoa.408,0756 roll free ARRO VV iJL""11 40 development �/ FIR,EANA Q 2 U y Q 3 W Q rn N c N 2 U J Q J M y O Q LOUlee,� O Cc to v, Lu y �R O V i 2 W LL O ti U �0000 n6 pp S R a �@mac 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: ear, Y_10' M.:Y-el' TED e. LEW10 -1 04 WAS r ro OB s4lpryAL � E 6` ZI-/l STAMP NOT VALID UNLESS SIGNS➢ ANTI RATED JOB NO. 03-094 SHEET NO. 55OF 76 02007 m1A0 43 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LESS THAN 1.0' CLEARANCE aETHEEN PIPES WILL REQUIRE FOAM PAD OR RE SAND HEDGE PER CITY OF KENT STANDARDS, APPROIED SEIVER PLANS SUBMIT7ED 70 67TY OF AUBURN FOR 7SEKER WWI MAIN AS -BUILT INFORMA7701V IS SHOW BY RIM AND NUT LOCA77ON OF EMS77NG U77LI77ES SHOWN IS APPROVAL AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING WTH C0NS7RUC7ION. YOU MUST CALL 1-BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCA✓AXON WERE ANY UNDERGROUND U7ILI77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. /TA SSD 1211 HE 10dand WA9909L6929 4PBAYI.1l 42Ee21.3481 fax eoa.4eo,orss roll free E3�i l� �0000 t; @mac 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER Moll E. of PLS PROJECT SURVEYOR MY E. ( WM .R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: ffliff —40' M.:Y-4• TED e. LEW10 -1 04 WA r m 99 s4lpIs ryAL � E 6` ZI-/l STAMP NOT VAW UNUOIS SIGN® ANTI DATED JOB NO. 03-094 SHEET NO 56OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. m i0 10 CAU77ON LOCATION OF EXISTING U77LJ77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LI71ES PRIOR TO PROCEEDING INTH CONS7RUC770N. = MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON MHER£ ANY UNDERGROUND U77LI77ES MAYBE LOCH 7EDD, FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S K2 Q AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STA7EMENT) 02007 m1A0 ASSOcm /TA SSD 1211 HE 10dand WA9909L69R9 425A21.8/48 42Ee91.3481 fax eoa.aeo,0756 roll free ARRO VV iJL""11 40 �/ FIREDANA cn W " o U Q 2 U � Q 3 � Q N CO W U , h J co J J 4 R (1) ti ` W w Lift Cc N 'w y Lu y � 2 Lie J O Y 4 h cc O kill U Leo o 0oe n a JNX JiG m l",p'I WY E (£XIS A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALF: 9096a 1'-40' M.: Y-4• TED e. LEWIB -1 04 WAS r m 99 sBlpIs ryAL � E 6` ZI—/l STAMP NOT VAW UNLESS SIGN® ANTI DATED JOB NO. 03-094 SHEET NO. 57OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. IN M N M t50 R r� R T Ill +.440 uo 450 440 DUCTILE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETKEEN PIPES KILL REWIRE FOAM PAD OR SAND KEDGE PER CITY OF KENT STANDARDS LAPPROWD SEVER CONVEYANCE SYSTEMS ARE 43o ED ON THESE PROFILES SEE LES (THIS SET) FOR WATER DESIGN, SEVER PLANS SUBMITTED TO URN FOR SEIL£R DEMON.. IMITIMMOOM WATER MAIN AS -BUILT INFORMA TON IS SHOIMI BY RIM AND NUT ELEVA TONS SURVEYED AT VALVE LOCA77ONS CAU7?Q L LocanaN OF ExsnNc ununEs sNDKN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCA TON OF =AS -CONSTRUCTED PLANS fT (SEE SHEET I FOR STATEMENT) N� /TA SSD 1211 HE 10dand WA9900L69R9 425A21.8/48 42Ee91.3481 fax eoa.aeo,0756 roll free ARRO VV iJL""11 40 development �/ EIREDANA La co � � O U Q 2 U 3ti Q 3 cc w C4 �1 N 3y U,h M 22 J �o o Q Lu U ti W co ti W 1i• Cc uj W O y //W� 4 4 V 00 cc Lie N Q y � V �0000 �@mac 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: 9096a 1'-40' M.: Y-4• TED C LEWIB -1 04 WAa r ro s s BION L E 6` ZI-/l STAMP NOT VAW UNUOIS SIGN® AND DATED JOB NO. 03-094 SHEET NO. 58OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. Aup #20 to W 2 410 N .ifZlr t WATER MAW AS-BUl INFORMA7701V IS SHOW BY RIM AND NUT LOCA77ON OF E)OS77NG U77LI77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING WTH CONS7RUC710N. 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 SUBSTANTIAL REPAIR COSTS. STORM AND SEWER CONVEYANCE SYS7J:MS ARE SIONN SIADED ON THESE PROFLES. SEE NA7ER PROFILES (THIS SET) FOR MAIER OESIGN, SEE APPROVED SEVER PLANS SUBMIT7ED 70 CITY OF AUBURN FOR SEWER DESIGN. /TA Sso 1211 HE 10dand WA9909L6929 42HA21.BNB 42Ee21.3481 fax eoa.4eo,orss roll free �e 000 e R6 Tyi @m ' 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. of PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 ECAU: 90EHa Y-4d M.:P'-4• TED e. LEW10 -1 04 WAS r m 99 s4lpIs ryAL � E 6` ZI—oxxill STAMP NOT VAW UNUOIS MGNEn ANR DATED JOB NO. 03-094 SHEET NO. 59OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 430 421 420 p 507t LESS THAN 1.0' CLEARANCE aETHEEN PIPES WILL REQUIRE FOAM PAD OR RE SAND HEDGE PER CITY OF KENT STANDARDS, PROFILES SEE NA7FR PROl (THIS SE7) FOR WA7ER DESIGN, SEE APPROIED SEIVER PLANS SUBMIT7ED 70 67TY OF AUBURN FOR 7SEKER 440 430 420 410 i 390 WA7V? MAIN AS —BUILT INFORMA7701V IS SHOWI NUT x EV CAUTION LOCA77ON OF EMS77NG U77LI77ES SHOWN IS APPROVAL AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS IHE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING WTH C0NS7RUC7ION. YOU MUST CALL 1—BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCA✓AXON WERE ANY UNDERGROUND U7ILI77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. /TA Sso 1211 HE 10dand WA9909L6929 426A21.BN8 42E02r.3401 fax eoa.408,0756 roll free ARRO VV I.JL""11 development op 40 b� F IR, E'D A I V A 2 O U zz S' 2 Y 0 U E3�i l� �e 000 t; �@mac 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER RO&9!T E. ll PLS PROJECT SURVEYOR MY E. ( K% . .., PE PROJECT ENGINEER .AT£RYL CO.Y. ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: 90EHa Y-40' M.:P'-4• TED e. LEW10 -1 04 WAS r m 99 s4lpIs ryAL � E 6` ZI—oxxill STAMP NOT VAW RNJsss SIGNED AND DAM JOB NO. O ,,094 SHEET NO. 60OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LESS THAN 1.0' CLEARANCE BETWEEN PIPES HILL REQUIRE FOAM PAD OR SAND NEDGE PER CITY OF KENT STANDARDS, PROFILES SEE Hl PROl (THIS SE7) FOR Hl DESIGN, SEE W'J UJO rpzoj Gffi] map �Mf WATER MAIN AS -BUILT INiORMAAON IS SHOW BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS CAUTION LOl 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 W TH CONS7RUC7ION. YOU MUST CALL I-BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA710M WHERE ANY UNDERGROUND U7ILl77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) /TA Sso 1211 HE 10dand WA9900L6920 4215ml.BN8 42E021.3401 fax eoa.408,0756 roll free ARRO VV iJL""11 ®/ v 40 �0000 t; �@mac 0 0 o c $ WY E (£X1S A.., P£ PROJECT MANAGER RO&9!T E. ll PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENGINEER ,AT£RYL CO,Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOM-1'-40' M.:Y-4• TED e. LEW10 -1 04 WAS r ro OB sOlpryAL � E 6` ZI-/l STAMP NOT VAUR UNLESS BNGNER AND DAM JOB NO. O q—O n w SHEET NO. 61OF 76 ® 2007 m1A0 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. C 2007 TRIAD 420 410 400 390 /TA SMMlllllllllllllel SD 1211 HE 10dand WA9900L69R9 4215MI.8/48 42Ee21.3481 fax eoa.aeo,0756 roll free ARRO VV iJL""11 development 40 L eo o 0oe n a JNX JiG m l",p'I WY E (£X1S A.. P£ PROJECT NANAGER RO T E. ll PLS PROJECT SURVEYOR MY E. ( W%.R., PE PROJECT ENCNE®t .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCAM HOM- Y-40' M.: Y-4• TED e. LEW10 -1 04 WAS r m OB sOlpryAL � E 6` ZI—/l STANP NOT VAW UNLESS M(3NED AND DATED JOB NO. 03-094 SHESJ NO 650F 76 DATT 6ER1 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LESS THAN 1.0' CLEARANCE aETHEEN PIPES WILL REQUIRE FOAM PAD OR RE SAND HEDGE PER CITY OF KENT STANDARDS, APPROIED SEIVER PLANS SUBMIT7ED 70 67TY OF AUBURN FOR 7SEAER rAff] :i of CiD] W 400 I h W 2 ti g 390 k, jj WATER MAIN AS -BUILT INFORMADON IS SHOWN BY RIM AND NUT ELEVA77CIVS SURVEYED AT VALVE LOCATIONS IF CAUTION LOr477ON 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 WITH CONS7RUC7ION. YOU MUST CALL 1-BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U7ILl77ES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) /TA SSD 1211 HE 10dand WA9909L6929 42Ee21.3481 fax eoa.4eo,orss roll free ARRO VV iJL""11 development 40 Q 2 2 y Q 3 11Q W CO , h Lu QJ to 4 uJ W ~ Cc Lw LL j rr^^ 1v11,, /W V O W � Y Mc O ti U �0000 t; �@mac 0 0 o c $ WY E (£X1S A... P£ PROJECT MANAGER Moll E. of PLS PROJECT SURVEYOR MY E. ( WM .R., PE PROJECT ENGINEER .AT£RYL CO.Y. All PROJECT LANDSCAPE ARCHITECT FIST SUBMITTAL RATE: 7128106 SCALE: ear, Y_10' M.:Y-el' TED STAMP NOT VAW UNUOIS BIGN® ANTI DATED JOB NO. 03-094 SHEET NO. 670F 76 ®z007m1A0 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. ''., ''., ''., ''., NIGH PINT ELEV = 1M27 Ill PINT $TA - 12+49.9] 3 3'., '., '., PN STA x 12+4Z52 PN ELEN m 449.25 ',, ',, 200.' 0' VC N bs _. INS .._. ,. , a, 9 g 2 W YK * M 3 3�.. N+i S;e;yy mm N2 G401/cov 450 .._._._ _ .._. __. `TIN; Mk/ TYF . Ir 3 3•� r — — 4 PR01°OSEO FlMSN IJt01/l40 CONSTRUCNQV N@ �+—....- _ - MNNCRA/N •. n _ r . G -1.90A DYER 12 Poll :_ i�� i M TEN 72a�i-Ms�.�.- ��. * \\ \\ �' _ — \\\ 3 3 _. ! _ _—_` 440` _ _ 1� E AIR AC RELEASE 1 r POINT u REMOVE EX. iB' CAP AND AOW-OFF. CONNECT IU .. EX. A47LF MAIN. -COORDINATE ----- +.................................. ............................. ..................... y ..........._ .._....».___...� ......... 1.....................................y............................................. _EX CAIP CULVERT EX CB 8252 TYPE I EX CB 8242 TNPE I MEN CITY OF KENT. INSTALL j 12 /E 43708 TOP 441 01 INSTALL NEW S lO U5 I-IBNK12N TEE 1-18CAP (MJ) f2"lE 43]55 COP',. (E) !12"I£ 4J]SJ COP',. (NE) TOP 441.80 ''� 11"IE 439.08 CMP (N) 1-12" CA]E VALVE (N✓),. W/ CLWG B�.00Ifion PHASE NEW 12' ff UZW6 (SE) �`! (SEE PLAN. SHEET 44) 430„_ ' _____ ____'! ____'__.._______' _________ $E-288TM-STREET- _________ ________ ___ ______ ____ __ ___ _____________.---- ----- PROF/ SCALE 1 TA 1•= 4 VLRnCAC '. EMS O ONd/ND PROP Fl SH GROUND '. EL AT M EL AT TYP ''. h m*y w n,� 41 h m m O O' tlN O•f' p nK 4 4 hK 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 S7ORM AND SEWER CONVEYANCE SYS7EMS ARE SOWN SIADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WATER OESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESIGN. U1j SJI .ZM NA7V' MAIN AS -BUILT INFORMA 7701V IS SHOW BY RIM AND NUT 0 LOCA77ON OF EXlS77NG U77LI77£S SHOWN IS APPROXIMAIE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS IHE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI71ES PRIOR TO PROCEEDING WITH COUS7RUC7ION. YOU MUST CALL 1—BW-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCA7ED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. /TA SMWIIIIIIllllleel 9D 1211 HE Wand WA9909L69Y9 4Zm1.8418 425.8L.3481 fax 14e8,0756 roll free 0 0 0 0 1.^ 6 pp S R a 0 0 o c $ z<]4a44a4a444Q WY E (EX1S A... PE PROJECT MANAGER RO&9!T E. Mll PLS PROJECT SURVEYOR MY E. (£M$ .R., PE PROJECT ENCDM .ATERY L = ASU PROJECT LANDSCAPE ARCHITECT FIREP SUBMITTAL DATE: 7128106 SCALE: BUI4 10-40' MINI.: 1 w=4• TED �. I,EW✓B -1 04 WAS r m ss " BlpryE 6` AL ell xll STAMP NOT VAIN UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET NO. 70OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. GENERAL WMSMUCnN NOTES I. ALL NOW AND MATERIALS SHALL BE IN ACCNDANCE WN ME LATEST EDInN OF ME ON OF KENT STANDARD S ORCAnONS AND WEDOT/MWA STANDARD SP£OFICARNS LATEST EDInOM. TH£ ON OR LENT RESERVES ME RIGHT TO RE.ECT ANY DAMAGED AND/0.4 NQV-COMPILANT CONSMUCRM MATERIAL 2. PRIOR TO ANY CONSTRUCnO ACTTWTY, ME CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-COVSWCTON CONFERENCE WTH THE CITY N KENT C2NS7RUCn0N WSPECRN PERSONNEL BY PHONING 253-856-5500. F.M:L`LVti{N'. :;:la.`la'.i:✓<Nr,'.;cyeiRNi[:T/FyL•/J:i..N.'lESY� 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED TO OBTAIN STREET USE AND ANY OTHER RELATED PERMIM PRIOR TO CONSWCnW ACnWTX. S IT SHALL BE ME SOLE RESPONSIOUTY OR WE CONTRACTOR TO OBTAIN STREET USE AND ANY OVER RELATED PERMITS PRIOR TO ANY CONSMUCnON ACTWN.. CONDUCTOR SHALL CONTACT WE UNDERGROUND URUBES LOCARN S'ERNCE (1-B00-424-5555) AT LEAST 48 HWRS PRIOR TO CONSnRUCTON THE OWNER OR HIS REPfUMAITARW AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFUCM EXIST. 7. LOCATIONS OF ROADWAYS. BUILDINGS AND PARKING AREAS SHORN HEREON ARE APPROXIMATE. IM0oWW FENT AND STRUCTURE LOCATNS SHALL BE FIELD SET BY SURWYN/ENGTNEER AS REWIRED. SAWED, PR NHELY MIT LINES A TEUWRART COLD MIX PATCH MUST BE PLACES IMMEDIATELY AFTER NO(RU AND COMPACRW. NIS EXISTING ROAD MIT SHALL BE REPLACED WIN AT LEAST WREE (3) INCHES a COMPACTED G U"ASPHALT CONCRETE, SIX (6) INCH CRUSHED ROG( SUWAGNG TOP COURSE (5/8 INCH MINUS), AS REWIRED DEPENDENT UPON A SOILS EN(MNEERS RECOMMENDATION AND TESTS. IN NO CASE SHALL M£ REPLACEMENT BE LESS MAN THE E)OSTNG SECnN. GENERA/ NOTES - WATER 1. ALL WOW MATERIALS SHALL BE IN ACCORDANCE WW ME LATEST MINN QU IRE ON ON KENT STANDARD SP£CYFTCAnNS AWWA, AND WWOT/APWA STANDARD SPECIRCAnN3 LATEST £DITON. 2. PRIOR TO ANY CONSTRUCTOR ACTWTY, WE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-COMSRUCTN CONFERENCE WM DIE CITY A KENT COW7WIC17ON INSPECTOR PERSOWNEL BY PHONING 253-856-SS00. J. AN APPROVED PLAN SET MUST BE M M£ JOB SITE W MEWR CONSTRUCTON IS IN PROGRESS 4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRICTED IN ACCORDANCE IWTH MESS PUNS ANY DEWARM FROM ME PLANS WILL REQUIRE APPROVAL MOV TEE OWNER, ENGNEER AND APPROPRIATE PUBLIC AGENCIES 5. IT SHALL BE ME SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PWON TO ANY CONSTRUCRM ACTFWN 8 ALL LOCATORS ON EXISRNG URURES SHORN HEWN HAW BEEN ESTAWSHEO BY FIELD SURREY ON DETAINED FROM AVAILABLE RECORDS AND SHWID WEREFLTRE BE CONSIDERED APPROXIMATE ONLY AND NOT NECE4ARILY COMPLETE. IT IS THE SOLE RLSPDNSIBILITY OF WE CONTRACTOR TO INDEPE T.Y WRIFY ROE ACCURACY a ALL WE URRTY LOCATORS SHOWN AND TO NRMER DISCOVER AND AWED ANY DINER URURES NOT SHOW HEREON WITCH MAY B£ AFFECRD BY M£ IMPLEWMEAnN OR MIS PLAN. ME CONTRACTOR SHALL CONTACT ME UNDERGROUND URURES LOCABN SERWCE (1-BW-424-W55) AT LEAST 48 HOURS PRIOR TO CONSTRUCTOR. WE OWNER ON HIS REPREMNTATV£ AND ME ENG MEER SHALL BE CONTACTED IMMEDIATELY IF CONFl.ICM EXIST. CITY a KENT INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO ME PROPOSED CONNECTION OR WE EXISnNG MAIN WE INSPECTOR WU ARRANGE FOR THE SHUT DOWNS AND NORFY ME WATER DEPARWEN'. M£ CMMACTOR SHALL EXPOSE TIE £XISTTNG MAIN AND PROMOS ALL NECESSARY RMNGS FOR W£ B TlSYJ CUBES FOR PkCING"SHALL BE INSTALLED IN THE NEW WATER MAIN AT THE INIRAL CONNECTW AND AT EACH LATERAL FERN THE NEW WATER MAIN. TEE WATER &WS'W SHALL PROWDE TIE CUBES PICKED UP BY THE CWMACTN AT ME WATER DIWMW SHOP LOCATED AT 5R2/ S 240M STREET. 9. PRESSURE AND PURITY TESTING SHALL BE DONE IN ME PRESENCE a AND UNDER WPERNSN OF ME CITY OF KENT, PUBLIC WORKS DIRECTOR AND/OR HIS REPRESENTATW.. ME CNMACTOR SHALL PRONDE PLUGS AND/OR TEMPORARY BLOW -OFF ASSEMHLIES FN TESTING, FLUSHING, AND PARITY SAMPLING ALL WATER MAINS SHALL BE INSTALLED AND TESTED IN ACCORDANCE KW AWWA STANDARD C651-92 AND SECTION 3B ON ME CITY ON KENT CNSRiLICTON STANDARDS WATER SERWOM M9 (2) INCH AND SMALLER INSTALLED PRIOR TO WATER MAIN TESTING SHALL BE RESTED WM WE WATER MAIN, 11. ALL WATER MAIN PIPE SHALL BE CEMENT -LINED WCnLE IRON CNFORMWG TO MST-A-21-11-1977 N LATEST REl4SIM, MILO(NESS CUSS 52. CEMENT MORTAR UNING AND SEAL COABNG SHALL CONFORM TO ANSI A-21-4-11-1974 ON LATEST VERSION. (PIPE "NM SHALL BE PUSH -ON, MECHANICAL .XINT W FLANGED WM RUBBER GASKETS) 12. ALL RTTNGS SHALL BE CAST IRON, N WCTLE IRON, CEMENT -LINED, CLASS 250, UNLESS OMERWSE SPECIFlED, CO?g R NC TO ANSI A-21-11-1977 N LATEST REMS'N. ALL RMNG "NM SHALL BE DRILLED W ACCORDANCE WN ANSI B-I6.1 AND SHALL BE 125 0.. CNFlWRATN UNLESS ONERWSE SRECTTED. 13. CONCRETE BL"ING SHALL BE PLACED AT ME TEES CROSSES BENDS AND OVER APPURI]WANCES AS SHOW) N THE PLANS N AS DIRECTED BY ME DIRECTOR. BLOG(ING SHALL BE MASS WREE WOUSAND (3000) CEMENT CONCRETE MIX CNFNMING WM SECTOR 9-031(4) N ME STANDARD SPECIFICARNS POURED IN PUCE &L WG SHALL BEAR AGAINST SLID UNDISTURBED EARN AT WE SIDES AND BOTTOF OF ME TRENCH EXCAVAnON AND SHALL BE SECURELY NAPPED WiH 4-MIL POLYETHYLENE SIIEIMNG PIPE BEDDING SHALL BE APWA CLASS C: ALL TRENCH BAO07U. IN AREAS N MTURE PAVEMENT N SMUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OR WE MAXIMUM DRY DENSITY PER ASTM D1557-70 (MONF/m PROCTOR). ALL OMER AREAS SHALL BE COMPACTED TO 90 PERCENT. 14 ALL WATER MAINS TEN (10) INCHES AND SMALLER SHALL HAW A MINIMUM COWR N THIRTY SIX (M) INCHES BELOW KNISH GRADE ALL WATER MAINS TWELVE (12) INCHES AND URGER SHALL HAW A MINIMUM COVER (TER FORTY EIGHT (46) INCHES BELOW KNISH GRADE. WHERE UTUTY CNFUCM OCCUR. WATER MAINS SHALL BE LOWERED TO GEAR. A MINIMUM ONE (1) FOOT VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL UTLIM& A REINFORCED STEEL. MARKERS SHALL BE PLACED AS DIRECTED BY WE ENGWEER AND SET AS TO LEAVE EIGHTEEN (18) OUCHES EIOoCM ABOVE GRADE. (SEE STANDARD DETAIL 3-4 /N APPENDIX 9 ) 16. ALL Fl HYDRANTS SHALL BE COMMES9N TYPE BREAK -AWAY (MAFFK' MOREL) HYDRANTS [COREY SME HYDRANTS ARE NOT ALLONEDJ CONFORMING TO AMA C502 UNLESS OWERWSE SHOW,, AND INSTALLED IN ACCORDANCE WIN CITY OF KENT STMOARDS WE HMRMT LEADS SHALL BE A MINIMUM ON SIX (6) INCHES IN DIAMETER. AUXIUARY VALVES SHALL BE INSTALLED IN WE HYDRANT LEADS LOCATED AT TIE CNNECTN TO THE ON MAIN ALL HYDRANTS SHALL BE MOPPED WM A DRAIN. A GRAVEL POCKET OR DRY WELL SHALL BE PROWDEO. HMRMT DRAINS SHALL NOT BE CONNECTED TO STORM DRAINS M LOCATED W hW TEN (10) FEET N N CNNED/ID TO SANITARY SEWERS HYDRANTS SHALL BE PAINTED WiH TINT (2) COATS OF FARWEST WJNOERG.O a#M S HI -PERFORMANCE ENAMEL PUWC HYDRANTS ARE WITS j1100 SWISS AND PRIVATE HYDRANTS ARE YELLOW /XJ4n.. PRIVATE HYDRANTS REWIRE ANAPPROVED DOUBLE C RNI DE AND I ASSEMBLY LOCATE N PRIVATE PROPERTY. BY E FIRE HYDRANT WARD POSTS FURNISHED AND INSTALLED WM M£ FIRE HYDRANTS H DIR ME7 BY IX ENGNEER. THE WARD POSTS SHALL MADE N REINFORCED C'ONC. G EIGHT (8) INCH IN NOT BE ,SIX (FEEL) LNG AND BURIED TO E A MINIMUM DEPTH QU THREE (J) FEE(. WARD POSIES SHALL NOT BE SET HIKER WAN ]HE TOP AL WE FlR£ HYDRANTS THEY SHALL BE PLUMB, AND WHERE TWO POSTS ARE USED AT A HYDRANT, THEY SNAIL BE SET NTH NOR TAPS AT ENE SAME IRE CELEVAVMOMCRERF PTHEAINT, EXPOSD PNTN QU ME WARD POSTS SHALL BE PAINED WN TWO (2) COATS ON W//lE CNCRE]E PAINT, APPROVED BY WE ENGINEER. (SEE STANDARD DETAIL 3-I & 3-1(A) IN APPENDIX 6 IZ USING WATER FROM HYDRANT$ MOWOFFS WATER SMWCE5 PRIOR TO METER INSTALLATION M OW£R SOURCES OTHER THAN ME APPROVED MAIN LINE CNNECRON REWIRE A USE PERMIT, METER AND GIEG( VALVE ASSEMBLY ISSUED BY THE WATER DINSIN. PERSONS USING WATER ILLEGALLY HILL BE PROSECUM. 19. WHERE WATER MAINS CROSS SANITARY SEVER MAINS, AND LESS THAN 1.5 FONT WRnCAL CLEARANCE EXISTS BETWEEN WE TOP OF THE SERER AND ME BOTTOM OR THE WATER MAIN. WE SANITARY SEVER SHALL BE CONSTRUCTED N RECONSTRUCTED WN MASS 50 DUCRLE IRON PIPE FOR A MINIMUM HORIZONTAL DISTANCE QU TEM (10) FEET M EACH SIDE ON THE WATER MAIN WM NO JOINT. 20. FOR GROSS CCWNECnON BAMaOW PROTECnON STANDARDS USE WE LATEST EDInN W WE CROSS CONNECnON CONTROL MANUAL PAORC NORMWEST SECnO - AMA. 21. ANY OPEN CUTS ON SEISING PUB!/C ROADWAYS SHALL BE BACXFTLLM AD COMPACTED IN ACCORDANCE WM CITY N KENT STANDARDS ALL CUM INTO EX/SUNG ASPHALT SHALL W ALONG NEAT. CONTINUOUS SAW CUT LINES A TEMPORARY COLD MIX PATCH MUST W PLACED IMMEDIATELY AFTER HAMRLL AND CNPACTN. THE EXISTNG SURFACING MUST BE REPLACED IN KIND (OR MREE (3) INCHES OR CNPACTED m ME POLICE AND/OR OWER EMEWSYCY SERWCES 22. ABANDONMENT N E)OSTNC WATER MAINS SRJRS VALVE$ WATER SERWCES AND/OR APPURTENANCES SHALL BE PER SECTN 332 (G) OR WE CITY ON KENT CONSTRUCTOR STANDARDS 23 PRR3R TO ACCEPTANCE ON CONSMUCTN AND/OR ISSUANCE OF OCCUPANCY PERMITS SURVEY OR CERTFlED AS -BUILD M"R DRAWINGS MUST W PREPARED OF ALL PUBLIC WATER MAIN FACTURES SUBMITTED TO AND APPROVED BY WE ON ON KENT PUBLIC WOWS DIRECTOR OR HIS DESIGNEE (SEE AS -BUILT REQUIREMENTS IN APPENDIX -E) PVC IF WATERLINE VERTICAL ALINMENT IS REWIRED TO BE I_ AS -BUILT AND AWN MUST BE &ICIM LED BEFORE AS -BUILT suR CAN BE scnmuL , INSTALL TWPORMY 2V PVC Ali PIPE AT ALL BENDS AND FlTTWG5 AND ALONG MAIN AT 50' ON CENTER. £XRRD PIPE BEND 120 MOVE CRADE AND PROTECT EXPOSED END WM PVC CAP N DUCT TAPE. WATER MAIN FOLLOWING LOGATNG AND MFAWRE DOWN BY SURVEYOR, PIPE MAY BE REMOVED OR SHEARED OFF AT SUBGRADE LEVEL AND ABAIJDONm. NAT E SOL SECTION ViEW WATER MAIN MARKER PIPE NOT TO SCALE /TAS 6O°� 1211 HE grdand WA9900LW20 4 ml.BN8 425.82l.Ml m. 800"oT55Iai90a �a.,,..maaeua.mm 0 0 0 0 0 W 3@k i y@ q Yn q6�1 WY E UMS A... P£ PROJECT MANAGER RO9FTT E. NLUS PLS PROJECT SURVEYOR MY E. IFW$ .R., PE PROJECT ENGINEER .kTERYL COX ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: WW:N/A M.: NIA TED C LEW70 -1 04 WABg! r m OB s0lpryAL � E 6` STAMP NOT VAW UNLESS HIGH® AND DATED JOB NO. 03-094 SHEET NO. 71OF 7V 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 J3�J�U IZ W 'i °i 3 9J 3JJ3 9d iq ��tl��aa eav�'v'v�vn i v1 a°� . w �, r 7 a�ilhlvaa�ll3��9� oal�3�o�yn�l J ' llilll yl' yei =I�r._ Itl a� ,1 =1111fa i53�33=3�3=3,°,33=13 3a31g323i 3� }} TRACT T DETENVON N POILAMAINTAINED I d. PHASE I PUBLIC 570god DRAINAGE EASEMENT TO BE PUB(/c SEW£FIIND rlr!� MAN A EASEMENT � \ PUBLIC UDLITY MAINTENANCE \. sells ACCESS EASEMENT. TYPICAL I \ FDR Al PRlVA1E ROADS) \ \ I r —PUBLIC SENER 15' PUS C SANITARY SENEF EASEMENT �� WATER, DRY U \ 1 any) 1 onPMYATE SRMM PRfVA'1E STORM DRAfill EASEMENT — BRAINA E�As[MENT \ri I P.SP. & L EASEMENT REC, NO.. 61J7120 RIGHT TO MAKE NECESSARY SLOPES ALONG THE WEST LINE Ce' THE EAST 30' OF THE S 112, S 112. SE rA NW LA SECTION 4 REC. NO. PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 204 130, SECPON 4 73 hNngo M1TN L-U:S1MJn:MXCIa F 1 �I YILLRAWL LLe,x, NIL m LANDD� CE \\ ANp 1 j TRACT A \ J34 t VATE TD 37S A136SEN Sl AE�f �^J" Y TRACT C 2 / 376 DETENTION 36< 3" 1 \ POND PRIVATELY MAINTAIN£l. I J]B 3]S 0 RECREA RON \ 1—LIL \� � i 1� JO'el AND EASEMENT PER SPf]8ry 4 / STORM C� I I TO BE REL TINOU6 D NAME ANCE NOICATOR � PUBLIC DRAIN EASL I PRIVATE STORM M RK£R (iYP) DRAl E $E``Ml /. J TRACT e / SENSITIVE AREA 'SEWER] \ 'Y URUBES ITE STORM EASEMENT / 1A STORM IINACE EA ENT 10' PUBLIC SEXER WATER, DRY UBLIDEE ZLO� l AND PRIVATE STORM RECORD DRA WJNG CERTIRCA TION: THESE DRAMNGS CONFORM TB ME CONTRACTORS CONSTRUCTION REUVol PROJECT REF. FAC06-0016 BY. DATE. DRE/P09DOW CONRRMED BY THE Cfi . DAME 3 PUBLIC STORM � AIN l� jiE EASdIENT / IJ �. r �.rt PROJECT RE@ FAC06-0018 THESE PUNS ARE APPROVED FUR CONFORMANCE Al ]HE CITY OF AUWV?VS ENGIWEERING DIMSION REWIREMENTS APPRIL BM DATE APPROVED: BULLMNC SE/BALXS CANNOT BE MBfIN REG NO 200.5Df0100/754 SCALE:1"= 100' 0 6o 100 200 FRONTAGE APPROVEMENTS FOR STREET I SHOW • • ; A SEPARA ZE PLAN. i �TSD 1211 HE I4rkland WA9�JLBHRB 426A2 Ill.Xzi.fax �T� 7�.o0.a.,07X1 fax oll free cl..... ..m ARRO VV iJL""11 development 40 VI RN'L)ANA �00000 W y@ F qq � S I! WY E (£XIS A. PE PROJECT MANAGER RO6FRT E ll PLS PROJECT SURVEYOR MY E. (£M$ .R., PE PROJECT ENGINEER .ATERYL COK ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: HOBO.:10-100' M.:NIA AS -CONSTRUCTED C LER'IB -1 04 WAS r m ss " RlpryE 6` AL /�:;: 7/D STAMP NOT VAIN UNLESS SIGN® AND DATED JOB NO. 03-094 02007 TNIAD SHEET NO. 75OF 76 a 450 '450 rRmasm n 11y 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) N 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 5 SS m m m n M WALL (10AJ IS WA WALL (11) �I 425 440 °J REMPoRM _L24•SO b b b a; WALL (15) 1'= 40' HOR/ZCNTA 1'-- 4' VERTICAL N y = I 425 425 i PROPOSED GSi 2J PUCE WAfL __ 400 - I2' S0 M 0 O e WALL (21) WALL (22) 1'= 40' HORIZONTA 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) 1 = HORIZONTA Y— 4' VERnCAL AS -CONSTRUCTED (SEE SHEET 1 FOR STMEMEAT) rN /IAS RIIAD -Am HE Wand ll 126821.8448 42EX2r.3481 fax `j^7]Xoa.4ee0756 moll free w ARRO Y Y ll[ udevelopment 0 0 0 0 0 0 � N ag c PH 4n ROY E (£XIS A.. P£ PROJECT NANAGER RO&9!T E. M= PLS PROJECT SURVEYOR MY E. ( WS . .., PE PROJECT RECORD .ATERY L = All PROJECT LANBSUPR ARCHITECT FIRST SUBMITTAL RATE: 7128106 SCALE: MM-Y-40' Ye aI.:Y-4• AS -CONSTRUCTED e. LEWIB -1 04 WAS r Is m 80 sOlpryAL � E 6` ZI—/l STANP NOT VAIN UNIESS SIGN® ANTI BAMM JOB NO. 03-094 SHEET NO. 76OF 76