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11D2020K4
CAUTION LOCATION OF EXISTING U77LI77£S SHOWN 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. yQ A ••, V•' 12J66 F ORC p YPF LS 14 -- ZN FC LFWmNnORC i4 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. BRIDGES (F.K.A. VERDANA) HASE 4 ROAD ,AND UTILITY, Ter mz Isa u4 S r57 rsa S0 160 161111 162 r63 714 ACT 88 is PRIVATE REGDENTIALE/ TRACT /8l \ A \I-`c�-----� L--- I y 150149 748 147 IJ 127 E O� I 0 bA TRACTI RR \ Z� ACT AM I� I TR TPP I. T L�AcrkF FOUND R d L6 ¢W a / f\ E I r �A �al LSPT8/4 ASE u u 1J Tar TRACT EI E \ F-' ETRA6T EEC E I �r E E E f203R CP E I %p FND I R C 103 f L. � O 1 2' REBAR C I" INC. /15650 MI E E E J RASE \ p:. /107X - - - t 140 /f E E E r \ E .E I EL=4QI8]5 N88'30'30"W rx �f E TRACT41AW rr4 rz \ E J.22' I i NOl /B`iJ E FNO i ' R C 1j° / E f E� \ NO)SJ'35$ 4$g, ]4 NO129'30 E r I W ALUM CAP ^'e , f f f f E 1I5 ¢r -. 1 AC \CD .o0 2a 24z 2 LSD B�4 dRACO' NNE E _ R C / f f TRAC E f f E vs II _i__i__I T�� __ __ _ u• 2l � .F E E E E E E E / A \ \ ( PRIVATE RESIOEN� II I Zr, TIT`{ I I I � � @ E E E E E E f rr7 r 0 19 r9 I9 )96195 r9 19 92 r9r 90 �gA ,a2laar�r2a a� o�u i % ^j' f E f f E ETRA T RASE \ Y A re4 TRACT E E E E E,a E E ACT C � 6 III'---� 4 r �� ros ,r ENnA �i �� Y2Y8T RT SE I � 12981 E f E f E E�- �4a, f f f TRACT TV, f I I P E J' 700 N eo � II sz 1 � ar 2 L\ /( E E f 9 L (�k�.. � E E E f I'�.� �h'� 79IACrz AAC7f AAl4�1 `�. � CT Y� E -� E f E E E E E f E E E E E E RErDENBI f E_'E" �� E E E � A IE f E 4 E E E f f f f f E E �E E E E r �/ N8752'OJ V/ E E E E E E E E E f E f E E 1 I. 9 �_ / O E f E E E E E E E E E E E E F+ir'r � E E 'I, E 1 PRI 45 42 52 A N35'S6'IJ' �� FUTURE E E E E f E f f E f f E f E E� llE f REST sr TRAC DEVELOPMENT E E E E f E E E E E E E E E E E E E 15.15 so / �y/- TRACT W E E E E E E E Ii FOWD MWIN �f E f f f f E_E _6 �'� RESIOEN AL I- I CASE SEC COR E 0J29 XX .1E I AN L o-9nez6 L=8&85 TRACT WW I n L BE Z96TH 3T ll :l FOUND �1R'( IN - NOI JB'46'E CASE CTR SEC I LS NN 11332 1996.75 MM-D LS 9814 EL=42B.699 0.26N AND 0.1YW HORIZONTAL DATUM: NAD 83/91 DATUM WAS ESTABLISHED BY HOLDING KING COUNTY COORDINATES FOR SECnON MONUMENTS SURVEYED BY TRIAD ASSOCIATES W 10-2J-01 SOUTH 114 CORNER N: 45/27J.4145 E. 16354245 54 NORM 114 CORNER N.- 456285. 1488 S 1635569.1169 COORDINATES ASSOCIATED NW ONUS DRAWING ARE PROJECT COORDINATES WHICH MAY M CONVERTED TV STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,083J333 FEET), WEN MULBPLYING BY 0.99993864001, WE INITIAL COORMNAM CONVERSION WAS PERFORMED USING WE MCA SKI -PRO GPS POET PROCEBSNG SOFTWARE VERSION 20. VERTICAL DATUM. • NAVD 88 ORIGNA nNG BENCHMARKS CITY OF KENT BENCHMARK 44MI FOUND RR SPIKE IN SW FACE OF POWER POLE 428664, i I' UP, AT NW CORNER SE 2887H ST AND 118W AK SE &-= 9.6J' CITY OF KENT BENCHMARK Afn2 FOUND RR SPIKE IN S FACE Of POKER POLE,44282, It' UP, AT NW CORNER SE 288W ST. AND 120W AVE SE ELw4 .89' LEGEND PROPOSED FEATURES EXISTING FEATURES �== BOUNDARY SEWER MANHOLE El EXSTING GRAVEL - -SD ---EMSnNG STORM DRAIN PIPE LOT UNE • SEWER CL£ANOUT --SS---EVSnNG SEWER MAIN RIGHT-OF-WAY ■ PROPOSED GRA4d- --W- -STING WATER MAIN CUTLER, FLOW, CURB LINE CATCH BASH T1PE I --PO---EXISTING POWER UNE - CENTER LINE ® CATCH BASIN. TIP£ It EXISTING ASIWALT -UG -EXISnNG UNDERGROUND POWER LINE — —EASEMENT • STORM CLEANWT --G---EMSnNG GAS MAIN SETTER MAIN OO YARD GRAIN ❑ PROPOSED ASPHALT -TL---EMSnNG TELEPHONE UNE -------- s R FO,RCf MAIN PAVEMENT EMSnNG CATCH BASIN. TYPE l SELKR SERVICE SINGLE WA7LR METER pgUBLE WATER METER PROPOSED SIDEWALK ® EMSnNG CATCH BASIN. TYPE II 570RM DRAIN RPf O EMSnNC S:W£R MANHOLE -------------ROOF & FOOTING DRAIN F IRRIGAnW ME7ER -------------ROCKERY DRAIN Al FIRE HYDRANT .�. El CONORE� O ENISnNG PON£R POLE -------WATER MAIN 1 iT AIR/VAC RELEASE VALVE .1. ❑ WEnANO © EXISTING POWER VAULT - -J00- - - - - lO' EXISTING CONTOURS GUY ANCHOR --302---------2' EXISTING CONTOURSEENCE BLOW Off H GATE VALVE ® RIPRAP EXISnNG WATER METER --- -EDGE OF WETIAND R ENISnNG ORE HYDRANT ..... LINE e I BEND ,V EMSnNG AIR/VAC RELEASE VALVE • REDUCER o- EMSnNG BLOW OFF CURB RAMP CONCRETE BLOCKING EXISTING CAVE VALVE STREET LIGHT PO.E SI W .'.W I EMSnNG CWIFERWB TREE MAILBOX YYY ��` RETAINING WALL O EMSnNG DECIDUOUS WEE >= CONCRETE PIPE CASING I� I FMB-C I n=uzuz TRACT AN PRIVA B65IJ' RESIDE g 47 H 249 50 2sl 252 2[ YJ 6 277 76 7527 2 2 1_1 27a v1 f MINOR STREET) PLANS SCALE: 1' = 200' 0 lw 2ao 4ao aay NBr4Bze°rw `O'? Lar RR SPIKE /N SIDE OF W FOUND 5/8' RfBAR/CAP BENT OVER M SOUTH TRACT AAA q 1031.23• � z28jZT ,27� �30 CO J01 0 J0 \ a CT C � TRAC 377- �--E 62 TRAP E E E�NO e'as"c r�.f SE 2867H ST SITE h b CITY > W W OF W KENT Q N 0 N_ M SE 304W STREET I 18 S: J117H STREET VICINITY MAP NOT TO SCALE SITE INFORMATION OWNER/ KENT 160, LLC DEVELOPER: YARROW BAY DEI2LOPMENT V5 f7FTH AVENUE, BUNS 202 KIRKLAND. WA 980M 415-202—SETS CWTACD CO75N LUND ENGINEER/ MAD SURVEYOR/ 20" WOODINVILLE SNONWISH RO NE PLANNER: SUITE A I W INWU& WA 98072 425-415-1000 r FAX (425) 486-5059 CONTACT.' ROY E LEW S, aM., PE WETLAND ALIMANN OUVM,, LLC BIOLOGIST.. PO BOX 578 CARNARW, WA 98014 424-JSJ-45J5 CONTACT.• SIMONE GIVER GEO TECHNICAL COLDER ASSOLYAT S, INC. ENGINEER: 1830D NE UNION HILL ROAD, SUNE 200 REOMWD, WA 98051-3333 425-8M-0777 CONTACT.. JIM "NS ,, PEC UTILITY PURVEYORS TKENT SEWER: CITY Of AUBURN FRONTAGE ROADS KING COUNTY x BONNEVILLE POWER 28401 CONWNCTW WAY SE ADMINISTRATION: KENT. WA 98042 25J-631-9154 CONTACT..' PAUL NVOLSON E TACOMA WATER: 3626 S WIN STREET TACO A. WA 98409 25J-396-3323 p CONTACT. CARL EVERY �"- PUGET SOUND ENERGY. BODY S 2127H STREET KENT, WA 98032 25.1-395-7065 CONTACT.. DAVE HAW/HORNE (W-SIIE OmaN) 355 i10W AVENUE NE EST/04E BULEWE, WA 9B004 '11"W 425-462-3947 CONTACT. PWET NEUANSOURINH '46�E (IFRTSMA�ON �W)NT- SHEET INDEX 1 COVER SHEET ♦3 WA TER PLAN /PHASE 1) S17F ADDRESS. 1A SITE INFORMATION AND NOTES dd BETWEEN SE 288TH ST & SE 304TH ST 2 CONDITIONS OF APPROVAL 45 Mal AND 118TH AVE NE & 124TH AVE SE, LnuASc KING COUNTY 2A GEOTECHNICAL NOTES d6WATER PLAN (PHASES " "R) 3-4 ALIGNMENT PLANS Ail 1A/.TER PLAN (PHASE W TAX PARCEL NUMBERS: 5 COMPOSITE UTILITY PLANS (PHASE 1/3/4) 48-49 WATER PLAN (PHASES 1/4) 042105 042/00-00/6 -9016 6 COMPOSITE PLANS (PHASE MZW 50 WATER PLAN (PHASE 41 S a 7-8 (PHASE 51 WATER PLAN (PHASE 3/4) 919 S "f A SE AS —CONS 1112 S T S /PHASE n ,.,.TFP .^,,.SF .`nl 1'3 id .1 55 56-57 WATER PROFILE PROFILE (PHASE 1/4) OWASE hW /PHASE n THIS s£T,xai OF THENr INFORMA77C FURNISHED THE R£POR 15 56 WA=TER—PROFILE WATER PROFILE E -io` R£TA93T£�mmA'A'--o�^^A�'A'�',.-vE—PL-AIV�PingSES-1'2f /PHASE 12 R OVh4&F ^ SIGNIFICANI P05ITIONS DESIGN LOC THE SURFA 60 F DRAINAGE PLAN (PHASES 1/4/ 69 PROFILE 20-22A ROAD/STORM 62 WA TER SRGAD?STGRMDRAINAGE- S /PH. SF ., 63-64 WATER PROFILE (PHASE 4) INVERT ELE 25 ROAD/STORM DRAINAGE PROFILES (PHASES 1/4) BENCH MAI INTERPOLAI 65 27 ROAD/STORM DRAINAGE PROFILES (PHASES 1121314) 67 WATER PROFILE (PHASE 4) PIPE BECA OF LIMITED 28 ROAD/STORM ,�`STGRM DRAINAGE PROFILES n S (PHASES 1/4) ♦!HI 68-69 � WATER ,HATER PROFILE PROFILE (PHASE 3/4) 02HASE n n PARTIESSES 29 •L P`STGR DRAINAGE PRGFILES OVM--- /PHASE •, 71 WATER DETAILS AND NOTES 490 92 PO A P /STORM n w rc Rncu ES OWASES • `R/ 75 EASEMENT PLANS OVh4SE l?ZW ROCKERY / WALL SECTIONS 76 33 34-35 ROAD STTF.1y;M ROAD/STORM DRAINAGE PROFILES DRAINAGE PROFILES WHASES 27W (PHASE 4) `STORM "h4SF 041ASF6♦`nl /PHASE ., PLANS LVTLA/Q /n•/ 96 vTT RGA924STORM DRAINAGE PROFILES DRAINAGE 1,24 WETLAND 06RGAD?�SFGRMn WNGATIeN O ..! 9 10/T4 AI/C QL ,I/ATCOI/A/1/ (PHASE 4) /' WATER BET -AILS 40 ROAD/STORM DRAINAGE PROFILES 3 SITE 110FORMATION 14 GURB AS-BVIL TS 41 ROAD SECTIONS, DETAILS AND NOTES 42 STORM DRAINAGE DETAILS 11 D2020K4 18102 EARTHWORK QUANTITIES CUT VOLUME = 287,500 CY FILL VOLUME = 355,300 CY THIS ESTIMATE WAS PREPARED BY EARTHWORK SERVICES, INC. USING THE EXISTING AND FINISH GRADES PROVIDED /N 714ESE PLANS THIS IS ESTIMATES OR BIDDING PURPOSES. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR REVIEWING ALL AVAILABLE GE07ECHN/CAL INFORMATION AND GENERATING HIS OWN SET OF EARTHWORK ASSUMPTIONS AND DUANPTIES. I CER77FY THAT THE LOCATIONS, ELEVATIONS, DEPTHS AND AS -BUILT COMMENTS REFLEC77NG MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 4/4x-� JUNf 2 20/6 sign Date 0 2016 TRIAD Z Q /jA RLAD �WxAnNeBrcMMA m NE B AIWm&Me.WAB 426.915.20Iq 4'6.98B E050W �ABB.Wl4bIM o 1L "O 11 Aw 40 VERDANA tl' U J � M � � O � ti Lu W W o o n n � y pN q y3 H Z q y ROY E LMW JZ, PE MANAGER PROJECT ROM?T E WAIL$ FYS SURVEYOR PROJECT ROY E LMW .F., PE PROJECT ENGUM A Y L COX A&A PROJECT LANDSCAPE ARCELTECT FIRST SUBMITTAL DATE: 7128106 SCALE: ROM.: 1'=200' vO : N/A AS -CONSTRUCTED STAMP N07 VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SKEET NO. 1 O7 76 n i� PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LEGAL DESCRIPTION PARCEL A: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMET7E 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 POR77ON 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 SEC77ON 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT POR7701V 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 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. EXCEPT ANY POR7701V OF ABOVE DESCRIBED PARCEL WHICH MAY FALL WITHIN LOTS 7 AND 8 OF THE PLAT OF THE SOUND TRUSTEE COMPANY'S THIRD ADD/TION, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME /3 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 /N VOLUME 13 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. PARCEL Q THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 2/ 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 304TH 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 J04TH STREET,* THENCE NORTH 0198'56" EAST, ALONG THE WEST LINE THEREOF, A DISTANCE OF 700.00 FEE T,• THENCE SOUTH 75J8'01" 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 304TH STREET THENCE NORTH 8752'16" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 750.00 FEET TO THE POINT OF BEGINNING. EXCEPT THAT POR77ON LYING WITHIN CRYSTAL MEADOWS ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 194 OF PLATS, PAGES 66 AND 67, IN KING COUNTY, WASHINGTON. PARCEL O: LOT 3 OF KING COUNTY SHORT PLAT NUMBER 780014, RECORDED UNDER RECORDING NUMBER 8101150681, BEING A POR7701V OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMET7E MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT POR77ON 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.. LOT 2 OF KING COUNTY SHORT PLAT NUMBER 760014, RECORDED UNDER RECORDING NUMBER 8101150661, BEING A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON,EXCEPT THAT POR7701V 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 74090404,02. JI;ZNiAlF4 LOT 4 OF KING COUNTY SHORT PLAT NUMBER 7800134, RECORDED UNDER RECORDING NUMBER 8101150681, BEING A POR77ON OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT POR77ON OF SAID NORTH HALF LYING WI7HIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 740904,0402. EXCEPT THAT POR77ON WI1/CH MAY FALL WITHIN LOT 7, AND THE ADJOINING 20' ROAD ADJOINING THE NORTHERLY LINE THEREOF, ALL /N THE SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 13 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. 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 POR77ON THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040401; ALSO EXCEPT THEREFROM THE FOLLOWING DESCRIBED TRACT BEGINNING AT THE NORTHEAST CORNER OF 774E ABOVE DESCRIBED PROPERTY, BEING 774E TRUE POINT OF BEGINNING OF THE EXCEP77ON HEREIN DESCRIBED, THENCE WEST ALONG THE NORTH LINE OF SAID LOT 3 A DISTANCE OF 255.00 FEET, THENCE SOUTH, PARALLEL WT74 THE EAST LINE OF SAID LOT 3 A DISTANCE OF 272.00 FEET, THENCE EAST, PARALLEL WITH THE 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 WIN THE NORTH LINE OF SAID LOT 3 A DISTANCE OF 155.00 FEET, THENCE NORTH, PARALLEL WITH AND 30.00 FEET FROM 774E EAST LINE OF SAID LOT 3, A DISTANCE OF 387.00 FEET TO 774E TRUE POINT OF BEGINNING. PARCEL H: PARCEL C THAT PORT70N OF THE SOUTH HALF OF TRACT 11, THE SOUND TRUSTEE COMPANY'S 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 TRACT, THENCE NORTH, ALONG THE EAST LINE THEREOF, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED, THENCE /N A NORTHWESTERLY DIREC770M /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 J• THE EAST 194 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 4, TOWNSHIP 2/ NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT POR77ON THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEEDS RECORDED UNDER RECORDING NUMBER 7412300166 AND 7412300187. PARCEL K. THAT POR77ON OF THE NORTH HALF OF TRACT 11, SOUND TRUSTEE COMPANY'S THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME /3 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF 774E FOLLOWING DESCRIBED LINE - BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTH HALF,• THENCE WEST, ALONG THE SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF /3500 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 W141CH POINT LIES 3/336 FEET WEST OF THE NORTHEAST CORNER OF SAID TRACT AND IS THE TERMINUS OF THE LINE HEREIN DESCRIBED. PARCEL L• THE EAST HALF OF THE SOUTH 120 FEET OF TRACT 10, SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. NOTE.. THE LEGAL DESCRIPT70NS SHOWN HEREON WERE PROVIDED IN CHICAGO TITLE INSURANCE COMPANY'S ALTA COMMITMENT #1092361 DATED JUNE 16TH, 2003. MOST 07HER MATTERS OF THE 777LE AND APPURTENANT EASEMENTS SHOWN HEREON WERE FROM FIRST AMERICAN 777LE INSURANCE COMPANYS POLICY #J1461374 DATED APRIL 1, 2005 AT 2: 51PM. HORIZONTAL DATUM. NAD 83191 DATUM WAS ESTABLISHED BY HOLDING KING COUNTY COORDINATES FOR SEC77ON MONUMENTS SURVEYED BY TRIAD ASSOCIATES ON 10-23-03. SOUTH 114 CORNER N 451273.4145 E: 1635424.5464 NORTH 114 CORNER N. 456285.1466 Sr 1635569.1169 COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,083.3333 FEET), THEN MULTIPLYING BY 0.99993864002, THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LE/CA SKI -PRO CPS POST PROCESSING SOFTWARE VERSION 2.0. VERT/CAL DATUM: NA VD 88 OR/GINA 77NG BENCHMARKS CITY OF KENT BENCHMARK #791 FOUND RR SPIKE /N SW FACE OF POWER POLE #28664, 31' UP, AT NW CORNER SE 2887H ST. AND 11M AVE SE EL=439.83' CITY OF KENT BENCHMARK J792 FOUND RR SPIKE /N S FACE OF POWER POLE 14282, 31' UP, AT NW CORNER SE 2887H ST. AND 1207H AVE SE EL=442.89' ORIGINATING BENCHMARKS CITY OF KENT BENCHMARK #791 FOUND RR SPIKE /N SW FACE OF POWER POLE #28664, t1' UP, AT NW CORNER SE 288TH ST. AND 116TH AVE SE EL=439.8J' CITY OF KENT BENCHMARK #792 FOUND RR SPIKE IN S FACE OF POWER POLE #4282, 11' UP, AT NW CORNER SE 288TH ST. AND 1207H AVE SE EL=442.89' TEMPORARY 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' TBM-B SET SCRIBED SQUARE ON THE SOUTHEAST CORNER OF SOUTHERLY POWER TOWER 110't SOUTHEAST OF NORTHEAST CORNER OF LOT 9 OF THE SOUND TRUSTEE COMPANY'S THIRD ADD177ON PLAT ELEV=403.88' TBM-C SET WINE PAINT ON AGGREGATE ROCK /N CONC BASE OF 6' CYCLONE FENCE AT SOUTHWEST CORNER OF GOVERNMENT LOT 3 ELEV=43265' INOLE ON POWER POLE #29241, DN THE WEST SIDE OF 1247H AVE SE, 1600'3 SOUTH OF NORTH 114 CORNER OF SEC 4, TWP. 21N., ROE 5E, W.M. ELEV=426.70' S17E ADDRESS BETWEEN SE 288TH ST AND SE 3047H ST Bdl2 1187H AVE SE AND 124TH AVE SE. TAX PARCEL NUMBERS 042105-9016 786700-0046 FRONTAGE IMPROVEMENTS FOR 124771 AVENUE SE, 1187H AVENUE SE, SE 304TH STREET AND SE 2887H STREET ARE SHOWN ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. W ti Z Z Q O ti Z cc LL L co _MAD IS JimSUYAI WmbMe, WA0pr1 42S41fi.2000 axbesosam eo0.N9.otbatu M1ee xw'.YtlYsatlaMM Jl mo1."u `•1•,./I �LkDANA MQ Lo Io U cy J • O O Q C4 W C� 41 cV ca 2 h 3 d�l t l t iE� 3 9 @ 5 g8888 pply ROY E. LEIWS A. PE PROJECT MANAGER RO T E. WAWA %S PROJECT SURVEYOR ROY E. [ WM .., P PROJECT ENGINEER ,£EERY L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: D=.;N/A M.WIA STAMP NOT VALID UNLESS SIGNED AND DATED ®2016 TRIAD JOB NO. 03-094 SH9ff NO. 1A or 76 BASE0 M, BASED RM WE PRECEDING FINDINGS AND CCFCLWE REQUEST APPROVAL OF A LOTS IMINRY PU i AND PUNNED UNIT CEKLWMENT TO SUBCINDE 155.47 MOIRES OF LANDND IS FOR APPROVAL 3B6 .SINGLE -FANNY RESIDENTIAL LOTS IS GRANnL" SUBJECT TO ME Fd10WING cDIRDIncws A. GENERAL CMD177ON OF APPROVAL 1. THE TERMS AND CONDIDONS OF MULRFAMILY DESIGN EWEW MFTR-20 14 WH/LW WAS APPROVED ON N04EMBER 29, 200.% SHALL APPLY TO MIS PROPOSAL 2. TIE TERMS AND CYAVDITONS OF AOMM/ISIRA nVE VABANCE A14-2005-7, WHICH WAS APPROVED ON WVEMSER 24 2005, SHALL APPLY TO MIS PROPOSAL 3 IE PUD AND PRELIM/NARY PUT APPROVAL IS FOP 379 SNOLE-FAMILY RESIDENTAL LOTS AND/OR DNITLINC UNITS AND ONE MMR ND RECREATION PLAN RECEIVED ✓ANUARY 5, 20011 (£MIIBIT I2). ME NNE DEVELOPMENT TRACT MAY BE USED FOR OPEN SPACE A T A MINIMUM OR FOR OTHER ALLOWABLE USES THAT ARE NOT DENSITY BASED. APPROVAL OF USES OTHER MAN OPEN SPACE ON THE TRACT IS NEITHER GUARNIEED NOR IMPLIED BY APPROVAL OF ME WMWS AN AND PUD. 4. ME OWNER/SUBLIIWDEP SMALL INSTALL WE NEW SIGNALIZED PEDESTNAN CROSSING REQUIRED ON 124M AVENUE SE AS WELL AS PROVIDE SONALIZED PEDESTTOAN CROSSING AT ME EMSTNG SCHOOL CROSSING OF SE J 774 STREET. B. PRIOR TO RECORDATION OF THE FHNAL PLAT 1. ME OWNER / SUBDIVIDER SHALL PAY ALL CITY OF KENT FEES AS DETERMINED BY ME PUBLIC ROWS DEPARTMENT, CHAFES IN LIEU DE ASSESSIFENTS ND/OP LATECOMER FEES IF ANY, PRIOR TO ECOMWAG INS PUT. 2 WE OWNER / SUBDIVIDER SHALL PRONE PUBLIC WORKS WIN A DIGITAL PUT MAP PREPARED WIN A CAD PROGRAM. WE DIGITAL INFORMATION CAN BE FORMATTED IN EITHER '.OHO (AUTOCAD) OR !DXF MEANING EXCHANGE FILE). BUT MUST BE BASED UPON STATE THE J. ME OWNER / SUBDIVIDER SHALL SUBMIT AND RECEIE CITY APPROVAL FOIL ENGINEERING ORAMWS FROM ME DEPARTMENT OF PUBLIC WORKS AND SHALL THE' COVER CONSTRUCT OR BOND FOR DE FORLOWNG A. THE APPLICANT HAS PROPOSED SEWER SERVICE FROM ME CITY DE AUBURN. THE PUBLIC SANITARY SENER SYSTEM SHALL 0 B A PUBLIC WATER SYSTEM METING CITY OF KENT STANDARDS FOR ALL LOTS SHALL E REWIRED. EXISTNG HEELS SHALL E DECOMMISSIONED IN ACCORDANCE WIN ME REQUREMENTS OF TE DEPARTMENT DE ECOLOGY. C ME ENGV EERING PLANS MUST MEET ME MINIMUM REQUIREMENTS OF ME ON OF KENT CONSTRUCTION STANDARDS UNLESS OTRMWSE APPROVED BY ME PUBLIC WORKS DEPARTMENT TROUGH ME PUNNED UNIT EW L0FMENT PROWSMI AND 2002 CITY OF KENT SURFACE WATER DESIGN MANUAL (KSOVAI INITIAL GUIDANCE FOR WE ENGINEERNG PLANS IS OVEN BELOW (SEE CHAPTER 2 OF KSWOM FOP DETA/LED SUBMITTAL EQU/REMENTS): (I) ME ENGINEERING PUNS WLL INCLUDE AT A MINIMUM: SHE IMPROVEMENT PLANS WHICH INCLUDE ALL PLANS DETAILS NOTES AND SPECIRCATONS NECESSARY TO CONSTRUCT ROAD, DRAINAGE AND OTHER ELATED IMPROVEMENTS ME ENVINII PUNS SHALL INCLUDE A FINAL TECHNICAL MFORAIAnON REPORT (TAN) WCH CONTAINS ALL THE T_WMCAL INFORMATION AND ANALYSIS TO DEWOP ME SITE IMPROVEMENT PLANS (2) THE REIENTW / DETENTION AND RELEASE STANDARD MAT MU. E MET BY TE WMVISONN IS LEW£L TWO. WE WATER QUALITY MENU THAT WLL E MET BY ME SUBdNSYON US TE RESOURCE STREAM PROIECnW MENU. (3) ME SITE IMPROVEMENT PLANS AND TECHNICAL /NFORMAnW REPORT HILT. CONTAIN DRAINAGE CALCULATCNS AND DRANNOS OF ME RETENTION / DETENTION POND MACTS AT AN APPROPRIATE ENGNEERI/D SCALE TO SHOW MAT ME PROPOSED 01 ETENnON / DETENTION MACH ARE URGE ENOUGH TO CONTAIN ME REWIRED MWNUM SRWM WATER STORAGE VOLUME AND WATER QUALITY FACUTY. WE SITE IMPROVEMENT PUNS WILL ALSO SHOW MAT ALL REWIRED STORM WATER MANAGEMENT FACILITIES WILL E OUTSIDE OF DELINEATED WERANDS AND WEIR ASSOCIATED BUFFERS AS WELL AS OUTSIDE OF CREKS AND WEIR ASSOCIATED BUEEPS EXCEPT MAT WE BERM DE THE PWCS MAY BE PERMITTED /N ME QUEER HALF OF WE BUFFER PROVIDED MAT ME BUFFER IS REPLANTED WIN NATWE IRISES AND SHRUBS MAT WLL NOT COMPROMISE ME STRUCTURAL INTEGRITY a: OE FACILITY. (4) A FINAL DOWNSTREAM ANALYSIS IS EWIRED FOR MIS DEVELOPMENT, AND IT WLL INCLUDE AN ANALYSIS FOR CAPACITY, EICSON POTENOA/X AND WATER QUALITY: INTER TO ME REQUIREMENTS ON TECHNICAL INFORMATION REPORTS IN SECHON .T: ff F-SIRE ANALYSIS, DE THE 2002 CITY W KENT SURFACE WATER DESON MANUAL FOR nE SPECMC INFORMATION REWIRED FOP DOWNSTREAM ANALYSES (5) IN AREAS WERE SOILS INFL IRATE AND IT 15 RECOMMENDED BY THE XWEGWIICAL ENONEER ON RECORD AND APPROVED BY ME DE AS A COAORW OF BUILDING PERMIT NSSYUANC& RESENCES CONSTRUCTED ON LOTS XX WRQUGH XX OF MIS SUBD VISW MUST PROVIDE ROOF DOWNSPOUT /NOLTRATON SYSTEMS (6) (7) D. A DETAILED GRAVING PLAN FOR ME ENTIRE SUBDIVISION METING THE REwnEMENTS DE ME CITY ON KENT CONSTRUCRON STNDARDS AND CITY OF KENT DEWLOMENT ASSISTANCE BROCHURE /1-4 EJICAVAOON AND GRADING PERMITS & GRADING PUNS INITA GUIDANCE FOR MESS PUNS /S GIVEN BELOW (I) MESE PUNS WLL INCLUDE PROVISIONS FOP URUTIE . ROADWAYS RETENOON / DETENOON PONDS STORM WATER TREATMENT FACILITIES; ND A BUILDING FOOTRAD FOR EACH LOT, UNLESS A GRAVING -ONLY PERMIT APPLICATION 15 SUBMITTED PRIOR TO THE COMPLERON OF ME UTUTY, ROADWAY, E1EN11ON/DEIENTON PONDS STORM WATER TREATMENT FACILIOES AND BUILDING FOOT PAD FLR EACH LOT. (2) WEST PUNS SHALL E DESIGNED To REDUCE THE NEED FOR PROCESSNC SEVERAL INdMDUAL GRADING PERMITS UPON APPUCAI W FOR BUILDING PERMITS (3) UNLESS OMERWSE AUTHORIZED BY WE D£PAROW NT OF PUBLIC ROWS PRIOR TO SUBMITTAL OF WESE PUNS ME CONTOUR INTERVAL SHALL BE 1-FEET, AND EWERY FIFTH CONTOUR LINE WLL E DARKER MAN WE OMER CONTOUR LINES ALL CONTOUR ONES WILL E CLEARLY LIBELED AND AT APPROPRIATE INTERVALS ALONG THOSE LINES E A TEMPORARY EROS V / SEDIMENTATION CONTROL PUN FOR ME ENTRE SUBDIVISION METING ORE EDUREMENTS OF ME CITY DE KENT CWSTRUCRON STANDARDS AND ORE STORM WATER MANAGEMENT MNUAL FOR WE PUGET SOUND BASIN THESE PLANS MUST REFLECT THE DETAILED GRACING PLAN DISCUSSED ABOVE AND A DETAILED ME PUN TO E APPROVED BY PLANNING SERVICES F. A FINAL WEOAND M/nGATON PLAN METNG ME REQUIREMENTS W KENT CTY COVE WRTER 11.05 FOR RENEW AND APPROVAL BY G (I) nE INTERIM IMPROVEMENTS OR ME OWNER/5/UEIVIDER MAY PAY NNG COUNTY A FEE /N UEU OF OE /NTERDECTION IMPROVEMENTS NH/CH PEE SHALL BE APPLIED TO ME CAPITAL PRO.ECT SOLELY FOP ME INTENDED INERSECOON IMPROV All AT MIS LOCATION. (2) SOUTHEAST J 714 STREET IS CLASSIFIED AS AN URBAN COLECTOP ARTERIAL (MM BE LINES) BY KING COUNTY ND WLL E CONSTRUCTED TO nE f99J KING COUNTY ROAD STNDARDS WIESS OWERINSE DERRM/MEO BY KING COUNTY MIN CONSENSUS FROM ME KENT AND AUBURN PUBLIC WORKS DEPARMENTS ME INTERIM IMPROVEMENTS ALONG MIS STREET MUST PROWS FOP AT A MINIMUM: SLEET NAMES f STATION STREET NAMES f STAROH STREET NAMES f STATION W Q Z W RYW. ` 'w vJ ROAD A E �R/REET E SE 286TH PUCE 11 56,041-+ 62. 9 20+6229 - 29+90.70 TRACT O(0! SE 289MYPLACE fl 22-113+0360 TRACT WTA). 1+00 - J+J1.51 FRACT4A(ACWRT SE 295M COURT 1+00 - 2 IIG50 Y+00 - 15+0T.79 ROAD B 122ND STREET E 122N0 WAY SE 1+00 - 5+OB 5+08 - 14+1B28 ALLEY a 1+00 - 8+29.90 TRACT AA MST PLA SE 1+00 - 9+04.89 TRACT 122N0 PLACE SE 1+00 - 6+47.8B TRACT AA SE 191M BEET 1+W - 6+46J3 TRACT B E 292WA WAY 12JR0 WAY RE E 289IN PLACE i+GO - 3+16 3+16 - 11+00 i1+00 - iJ+TART IR ACT SM SE 293RD STREET 1+00 - 4+4818 7RACT GG 110M COURT E 1+W - 2+40 TRACT C 12JRO PUCE SE SE 296M STREET 1+00 - IJ M87 13+M..87 - 14+42.70 TRACT74 1/8M RA SE 1+00 - 9+97 120M SIREET SE SE 282N0 WAY 1+00 - 10+97.J2 10+87.32 - 18+J974 TRACT 12JR0 PUCE SE 1+00 - 5+41.66 TRACT QQMI SE 299W WAY 1+W - 10+0380 TROTH WAY SE f+00 - 1PF9501 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W. M. L PEDESTRINWALKWAYIMPROVEMENT PUNS FOR INTERNAL CONNECTIVITY AND C0HWCRWTY TO ADJACENT PARK AND SCHOOL SITES TO BE REWENED AND APPROVED BY WE CITY A KENT PUBLIC WORKS DEPRMENT AND PUNNING SERMCES & ION. TFE APPL/CNT SHALL PROVIDE DOCUMENTAANON ACCEPTABLE TO IRE CITY OF KENT THAT THE SCHOOL CROSSAI HAW BEEN REVIEWED AND APPROVED BY THE (A) A WERFCM SI & CUTTER, A 6 FOOT RIDE PLANTER STRIP, AND A 5-FOOT RIDE CEMENT CWCEI£ SIDEWALK ALONG WE NORTH AUBURN SCHOOL DISTINCT AND KING COUNTY DOES SIDE DE THE STREET. AT [EAST J6-FEET DE HDI MIX ASPHALT (HMA PA LEAIT LE AT THE INNE E PLUS DE SOUTHEAST MA STREET WIN 124NH AVENUE SWIHUST FOR A MINIMUM LEFT TURN POCKET (ENO OF AT LEAST 200-FEET, PLUS ME OPENING AND WANSTON AREAS FOR THE LEFT )URN POCKET AM PAVEMENT TAPERS AN ADDITION TO THE PAVEMENT WIDENNC REQUIRED FOR THE EASTBOUND LEFT TURN LOVE. ME REMA/NNG STREET FRONTAGE ALONG SOUTHEAST 304771 STREET WLL W PROVIDED WIN A MINIMUM PAVEMENT (J) FACE OF CURB, WERIICALLY SEPARATED AND HOT MIX ASPHALT (HMA) WALKWAY CONFORMING TO KENT STANDARD DETAIL 5-60. (4) NOTE AN APPROED TURNAROUND WLL BE REQUIRED AT ME EAST END OF MIS NEW PUBLIC SnREET UNLESS OMERWSE EW/RED BY TE KENT AND AUBURN DEPARTMENTS OF PUBLIC WORKS AND KENT FIRE MARSHAL WIN CONSENSUS FROM KING COUNTY. H STREET IMP'ROl£MENT PUNS FOR TE NEW PUBLIC RESTDENRAL COLLECTOR STREET CONNECTING /247H AW%C SOUVAST TO 118M AVENUE SOUMUST (ROAD A) THE STREET IMPROVEMENT PUNS FOIL ROAD A SHALL E DESIGNED N COVFORMANCE W OE REQUIREMENTS FOR A RESDENTAL COLLECTOR SHEET AS EOUIRM BY IRE CTY or KENT. ALL NEW AND IMPROVED INTE 7%)AIS SMALL MEET ENTERING SIGHT DISTANCE REQUIREMENTS PER KING COUNTY, AUBURN AND RENT ROAD STANDARDS. (1) COMBINED VERTICAL CURBS & GUTTERS A 5-FOOT WDE PUNTING STRIP CONSTRUCTED BETWEEN WE BACK OF CURB AND WE FRONT OF ME SIDEWALK, AND WEN 5-FOOT WDE CEMENT CONCFEIE SIDEWALKS ALONG BOW SKIES OF WE STREET. (2) A MINIMUM ON J6-FEET OF ASPHALT PAVEMENT, MEASURED FROM FACE OF CURB TO FAX OF CURB (3) A STREET LIOHTNC SYSTEM DESGVED AND CONSTRUCTED TO ME CITY OF KENT STANDARDS MIS STREET LIGHTING SYSTEM WILL BE OWNED AND MAINTAINED BY PUGET SOUND ENERGY, ND ME HOME OWNER5 ASSOCIATION (NOA) CREATED FOR MIS DEVELOPMENT. (4) A PUBLIC STORM/ WATER DRAINAGE SYSTEM, NOLUDNC PROWSONS FOR COLLECTION, CONVEYANCE DETENTION, AND WEARMENT FACTURES. (5) CURB RETURN RADII DE 30-EET AT PUBLIC STREET INT:RSECTWS DE THE RESDENTAL COUECTOP STREET. AND COMMERCIAL CRIVEWAY APPROACHES TO WE PRIVATE STREET INTERSECTIONS DESCNED To ACCOMMODATE A 30-FOOT INSIDE TURNING RADIUS UNLESS OWERINSE DETERMINED BY WE DEPARTMENT DE PUBLIC WORKS IN CONJUNCRON WW FIRE PREVENDW. (6) STREET TREES INSTALLED WWIN WE 5-FOOT WDF AS MEASURED FROM ME BACK OF CURB, PUNTING SnWPS. MESE STREET TREES WLL E LOCATED AS APPROVED BY THE PUBLIC WORKS DEPARINENT AND PUNNING SEER VICES AND nE SPECIES SHALL BE SELECTED FROM ME APPROVED SEEET FREE UST CONTAINED WHIN CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE 114, ON OF KENT STREET TREES ANY LANDSCAPE ISLANOS SMALL BE PUNTED PURSUANT TO SECTION 1507 OF THE KENT CITY CODE. 1. STREET IMPROVEMENT PUNS FON ME NEW PUBIC RESIDENTIAL STREET (ROAD B) CONNECTING SOUTHEAST 2WTH STREET TO THE RESDENTAL COLL IOR STREET (ROAD A). THE STREET IMPROVEMENT PLANS FOR ROAD B SHALL E DESONED IN CONFORMANCE TO ME REQUREMENTS FOR A RESIDENTAL SIGNET AS REQUIRED BY ME CITY OF KENT. ALL NEW AND IMPROVED INT INSECTWS SHALL MEET ENTERING MONT DISTANCE REQUIREMENTS PER KING COUNTY AND KENT ROAD STANDARDS (1) COMBINED V£RRCAL CORDS & CUTTERS A 5r11)0T WDE PLANING STRIP CONSTRUCTED BETWEEN ME BACK OF CURB AND RE FRONT OF TE S/DEWALI( AND WHEN TrF00T WDE CEMENT CONCRETE SIDEWALKS ALONG BOTH SIDES OF WE STREET. (2) A MINIMUM OF 28 FEET OF ASPHALT PAW/ENT, MEASURED FROM FAX OF CURB TO FACE OF CURB, WHERE PARKING 15 ON ONE SINE OF THE STREET, AND 32 FRET WHERE PARKING AS ON BOTH SIDES DE TIRE STREET. (J) A STREET LK6/TNG SYSTEM DESIGNED AND CONSTRUCID TO OE CITY OF KENT STANDARDS THIS STREET UGHnNG SYSTEM WILL E OWNED AND MAINTAINED BY PUGET SOUND ENERGY, AND ME HOME OWNERS ASSOCIATION (HOA) CREATED FOR MIS DEWORUENT. (4) A PUBLIC STORM WATER DRAINAGE SYSIEµ INCLUDING PROWSWS FOR COI LECIR N, CQVWYANCE, DE1EN710N, AND IREATWI FACILIBES. (5) CURB RETURN RADII DE JO-FEET AT PUBLIC SIREET INIERSECRW5 OF TIRE RESIDENTIAL STREET AND COMMERCAL DRIVEWAY APPROACHES TO ME PRIVATE STREET NTERECTWS DESIRED TO ACCOMMODATE A JO-FOOT INSIDE RIRNNG RADN.S UNLESS 011t£RWSE DETERMINED BY THE DEPARTMENT OF PUBLIC WINKS IN CONRRUNCTW WIN ORE PRE4£NTON. (6) STREET TEES INSTALLED WMIN ME 5-FOOT WD& AS MEASURED FROM WE BACK OF CURB, PUNTING STRIPS TREE SEEET TREES WLL E LOCI GET AS APPROVED BY THE PUBLIC WORKS DEPARTMENT AND PUNNING SERVICES AND WE SPECIES SHALL E SELECTED FROM ME APPROVED STREET IRE UST CONTAINED WMIN CITY DE KENT DEWOPMENT ASSISTANCE BROCHURE J14 CITY W KENT STREET TREES ANY LANDSCAPE ISLANDS SHALL E PUNTED PURWNT TO SECDW 1507 W WE KENT ON CODE J. STREET IMPROWAENT PLANS FOR ALL DE ME NEW PRIVATE RESDENTAL SI IS CONSTRUCTED WORN ME RESOENTAL SUBDIWSW / PUD, INCLUDING ALONG WE SOUTH SIDE OF TRACT V AND ME NORTH SIDE W TRACT W. WE SEEET IMPROWENT PUNS FOR THESE STREETS' SHALL E DESIGNED /N CONFORMANCE TO ME REQUIREMENTS FOP PUBLIC RESOENOAL STREETS AS REWIRED BY THE CITY DE KENT CONSTRUCUW STANDARDS CITY OF KENT DEWOPMENT ASSISTANCE BROCHURE AWI PRIVATE AND PUBLIC STREET IMPROVEMENTS AND CITY OF' KENT DEVELOPMENT ASSISTANCE BROCHURE W9'.8, STREET IMPROVEMENT PLANS FOR A 22-FOOT MINIMUM TO 32-FOOT WE MAXIMUM STREET. ALL NEW AND IMPROVED INTERSECTIONS SHALL MEET ENTER/NC SIGHT DISTNDE RE01/APEMENTS PER KENT ROAD STANDARDS ME DEPR/MENT OF PUBLIC WORKS PUNNING SERVICES AND WE CITY FIRE MARSHAL NAVE REVISED ME STREET STANDARDS OF THE PUD ORDINANCE TO READ AS FOLLOWS FOR MIS DEPRORMENT.' (1) COMBINED VERTICAL WASS & GUTTERS A 5-FOOT WDE PUNTING STRIP CONSTRUCTED BETWEEN ME BACK OF CURB AND ME FRONT ON ME 9DEWALK, AND WEN 5-FOOT WDE CEMENT CONCRETE SIDEWALKS ALONG BOM SIDES OF nE STREET, (2) A MINIMUM OF 22-FEET OF HOT MIX ASPHALT (HMA) PAVEMENT, AS MEASURED FROM FAX OF WRRCAL CURB TO FACE ON VERTICAL CURB, IF PARKING IS NOT PROWDED ON TIER SIDE OF THE STREET EXCEPT WERE WE ON FIE MRSHAL REWIRES ADDITIONAL PAVEMENT WOW FON EMERGENCY VEHICLE ACCESS FIRE LANE MARKINGS SHALL BE PROVIDED ALONG BOTH SIDES OF THESE PRVAIE STREETS AS APPROVED BY WE FIE MARSHAL A MINIMUM OF 26-FEET OF HMA PAVEMENT, AS MEASURED FROM FACE OF WERTICAL CURB TO FAX OF WERRCAL WRB, WERE PARKING WILL BE PERMITTED ALONG ONE SIDE OF ME STREET ONLY. FlE LANE MARKINGS SHALL E INSTALLED ALONG ONE SORE OF THESE PRIVATE STREETS AS APPROVED BY ME FIE MARSHAL A /ELLOW SOP SOTPE CENTERLNE /5 SUGGESIN TO PROVIDE ADDITIONAL GWDNCE AS TO WHICH SDE OF ME SWEET MOTORISTS WLL BE ABLE TO PARK. A PLASTIC YELLOW SKIP LEE CENTERLNE WLL BE EQUIRW /F PARKING IS PERMITTED ON ALTERNANNG SIDES OF NY PRIVATE STREET. A MAV/MUM OF J2-EET OF HMA PAVEMENT AS MEASURED FRO/ FACE OF VERTICAL CUE TO FACE OF VERTICAL CORE, WHERE PARKING WILL BE PERM/TIED ALONG BOTH SIDI OF ME STREET. (3) THE HORIZONTAL AND VERTICAL ALIGNMENT OF CLEW PRIVATE STiREFIS SHALL CONFORM TO THE MINIMUM REQUREMENTS FOR A RESIDENTAL STREET AS WRRENZY ADOPiFD BY ME CITY DE KENT UNLESS OMERWSE APPROVED BY ME KENT PUBLIC WORKS DEPAROENT. ME MINIMUM WAS RETURN RADIUS FOR ALL PRIMATE SNREEIS WILL RE 30 = /N DRDER TO ACCOMMODATE EMERGENCY WICLE ACCESS. (4) A SRVI LIGHTING SYSTEM DESGNEO AND CONSTRUCTED TO THE CITY OF KENT STANDARDS MAT WELL E OWNED AND MAINTAINED BY PU RI SOUND ENERGY, AND ME HOME GAINERS ASSOCADON JAVA) CREATED FOR MIS DEWOPMENT NAL E REWIRED TO PAY FOR ME ELECTRICAL BILLS FOR TRIG UGHTNG SYSTEM. (5) ACYMLII WA OW DRNNAX DERNRWN, AND TEV TO WE i FNEW AOUT� SYSTEM, INCLUDING PROVISIONS FOR MAINTENANCE EASEMENTS (6) COMMERCIAL CEMENT CONCEIT DRIVEWAY APPROACHES CONFORMING M 57NDARO DETAIL 6-5(8) WILT. E INSTALLED AT IRE (7) STREET )BEES INSTALLED WHIN 5-FOOT WDE PLANTING STRIPS AS MEASURED FROM ME BACK OF WM MESS STREET TREES WILL E LOCATED AS APPROVED BY ME PUBLIC WORKS DEPARTMNT, AND ME SPECIES SMALL SE SELECTED FRO/ ME APPROVED STREET THE LIST CONTAINED WMIN CITY DE KENT DEVELOPMENT ASSISTANCE BROCHURE /f0. CITY OF KENT STREET NREES. ANY LNOSCAPf ISLANDS SHALL SE PUNTED PURSUANT TO SECTION 1507 OF ME KENT CITY CMf K. STREET /MPROWMFNT PUNS FOR ALL DE TE NEW PRIVATE ALLEYS CONSTRUCTED WHIN THE REBDENTAL SUBD/NSYON / PUD. THE STREET IMPROWMENi PLANS FOR TE5E ALLEYS SHALL E DESIGNED IN COVFORWANDE TO ME REQUIREMENTS FOR A PUBLIC ALLEY AS RE10I BY CITY OF KENT CONSTRUCTION STANDARDS CITY OF KENT DEWCRMENT ASSISTANCE BROCHURE A4.Z PRIVATE AND PUBLIC STREET MPROWWNI AND CITY DE KENT DEWOPMENT ASSISTANCE BROCHURE EIS.& STREET IMPROVEMENT PUNS FOR AN ALLEY EASEMENT M FEET WDE WIN A MINIMUM IS-FOOT-WDE PAWED SURFACE ME ARMENT OF PUBLIC WINKS, RUNNING SERVICES AND ME ON ARE AIRSHAL HAVE REVISD ME STREET STANDARDS DE TIE PUD ORDINANCE TO READ AS FOLLOWS POR THIS DEWOPMENi.I (R) A MINIMEICEPTUMAW WE C ERE MARSHAL M OF 18 �T OF HOT MIX RAEQUIRRESAA�O� PAHMNT WI FOR EMERGENCY WICLE ACCESS AS &EASLWEV � EDGE OF PA WMENT TO EDGEDE PAVEMENT, (2) AA STOR IWATER D AUNAX UNCE SIXTENRCONNECTED TO OEW NEW PUS SYSTEM, INCLUDING PROVISWS FOR MAINTENANCE EASEMENT; TE (J) THE HORIZONTAL AND WERTCAL ALIGNMENT DE THESE PRIVATE ALLEYS SHALL CONFORM TO M£ MINIMUM REQUIREMENTS FOP A PUBLIC RESIDENTAL STREET UNLESS OWERMSE APPROVED BY THE KENT PUBLIC WORKS EPARMENT. (4) WILL BE INSA� AT TAF INTERSECTION OF AANLL OF WE PRIVA IEWALLFM WAY AS CONRMISE APPROVED BY MEEKKENT FIRREEBYARSHAL ANDT TKENT PUBLIC WOWS DLPRIMENT. (5) UAkESS ORIERINSE APPROWD BY THE ON FIRE MARSHAL, ALL SHALL HAW REiROPELECnVE WAMC SIGNS MTALLEG WICH CLEARLY DESIW�WEPERMANENT PAVEMENT RR THESE PRIVATE SET5 AS FIRE JANESRW/ERE NO PARKING WILL BE PERMITTED. (6) S= LIGHNCTNNG NISI NOT E ALONG PRIVATE ALLEYS BUT STREET LIGHTS ALONG OMER PRIVATE SIREE/S WILL DEARLY LICIT ME MOR UNLESS OINERMSE APPROVD BY THE KENT PUBLIC WOWS AND PARKS & COMMUNITY SERVICES DEPRTMEN/S AND PUNNING SERVICES DIVISION, ADDITIONAL MAX CONNECTIONS SHALL BE ADDEO TO THE PROPOSED (RAIL NETWORK, INCLUDING CLWNECRNG TRACT SS DIRECIY NORM TO THE THROUGH PIAS UC ROAD AND DIRECTLY SOUTH TO TRACT DO CONNECTING TRACT 00 THRd/GH TRACT 00 SOUTH TO NNE DEVELOPMENT TRACT ZZ- AN ADDITIONAL CONNECTION FROM THE EASTERN LOOP DE THE MAIL IN TRACT A TO TRACT 0: CONNECTING THE MA& WMIN THE S 289W STREET RIGHT OF WAY MWOUCI TRACT C TO TRACT 0: AND CONNECTING THE MAX WRMR THE S 288174 SIEET RIGHT OF WAY WEST TO MET WE SIDEWALKS WITHIN PUBLIC ROAD B THE MAIL LUNG WNW ME S. 281 SLEET RIGHT OF WAY MAY COEXIST WTI OHE SIDEWALK IMPROVEMENT FOR MIS RIGHT OF WAY. PEDESTRIAN TRAILS WMIN WE/LAND BUFFERS SHALL BE 6 FIST /N WDM,, PLACED /N ME OUIEP HALF OF WE BUFFER, CONSTRUCTED W POROUS PAVEMENT, AND MEET ADA STANDARDS UNLESS OTHERWISE APPROVED BY THE KENT DEPARTMENTS OF PUBLIC WORKS AND PARKS & COMMUNITY SERMCES AND PLANNING SERVICES DIl4SON, PEDESTRIAN WALKWAYS AND TRAILS AROUND OE WETLAND AREAS SHALL E PRIVATELY OWNED, OPERATED ND MAINTAINED BY THE HOME OWNERS ASSOCIATON. WHERE SUCH FACTUOES EXIST, TREY SHALL E DENOTED W THE FACE OF WE RECORDED PUT. M. PEDESTRIAN WALKWAY IMPROVEMENT PLANS CONSISTENT WIN WE PROWSONS DE V DE THIS SECRLN TO CONNECT TO THE RIGHT A< WAY OF SE 29MD STREET ADJACENT TO OE WHITE MOUNTAIN MAILS SUROWSION. N. STREET LIGHTING PLANS FOR ALL ABLATING PUBUC STREETS ND INTERNAL PRIVATE STREETS MEETNG WE WI REQUIREMENTS OF ME CITY OF KENT. NOTE WILE THE STREET UGHNNG PUNS WELL E REVIEWED ND APPROVED BY ME ON OF KENT DEPARTMENT OF PUBUC AORKS AND RILL MEET THE ON OF KENTS 1UUM/NAnON CRITERIA, STREET UGHTNG APPURTENANCES MU. COMPLY WIN AUSURN'S STREET UGHBNG STANDARDS BECAUSE MIS DEVELOPMENT R ENTIRELY WITHIN ME POTENRAL ANNEXARON AREA (PAA) FOP WE CITY OF AUBURN. O. BREAKAWAY MAILBOX CLUSTERS AT LOCATIONS AND PER STANDARDS APPROVED BY THE UNITED STATES POSWASTER AND WE PUBLIC WORKS DEPARTMENT. P. ROADWAY WOWS TURNING RADII, TURNARWNOS SCNAE AND RRE LAND MARKINGS ACCEPTABLE TO ME KENT RE DEPARTMENT AS HELL AS ADDITIONAL ACCESS POINTS FOR TRACTS QU AND S REDUCTION OF ME TOTAL NUMBER OF HOMES SEWWED BY MOSS TRACES TO 30 OR LESS AND RESOENRAL SPNNKLERING EMERGENCY ACCESS ROADS SHALL E DESIGNED AS APPROVED BY ME KENT FIRE MARSHAL AND KENT PUBLIC WORKS DEPARTMENT. A WE FACE DE ME FINAL PUT WLL CLEARLY NENnFY ALL PRIVATE STREETS WIN A NOTE THAT THEY RE FOP ORE BENEFIT OF WE RES20III OF ME WEPDANA PRELIMINARY PLAT/PUD, ME FACE OF OE FINAL PUT WLL ALSO SPECIFY MAT WE MAINTENANCE OF ALL PRIVATE STREETS IS ME SOLE RESPONSBUTY W THE HOAEOHNERS ASSOCIATION SERVED BY NOSE PRIVATE SWEETS 5 DIRECT WEHICUUR ACCESS TO AND PROM LOTS HAVING FRONTAGE ALONG f24M AVENUE SOUTHEAST AND ME NEW PUBLIC RESIDENTIAL COLLECTOR SMEE/5 IS PROHIBNED, AND THE FAX DE THE FINAL PUT WILL CARRY THE F OWNG RESMICUM DIRECT WEHICULR ACCESS TO AND FROM LOTS HAVING FRONTAGE ALONG 124M AENUE SOUTHEAST AND ME RESIDENTIAL COLLECTOR STREETS (ROAD A) IS PROHIBITER. ACCESS FOR WEE LOTS IS ESMNCTED TO THOSE PRIVATE STREETS AND ALLEYS SHOWN ON nE FACE OF WE FINAL PUT. 6. THE PIPELINE 5 WATER MAIN EASEMENTS EASEMENTS TO WE BENEFIT a• THE ON OF KENT FOR A 24-INCH WATER LINE FRW WE RPEUNE TO THE COXNERATON FACILITY, AND WE COGENERATION MACT OWNED BY ME CITY OF KENT ALL SHALL BE SHOWN ON ME FAX OF WE ECORDW PUT ME FACE OF THE PUT WLL ALSO INCLUDE A NOTE TO ME EFFECT MAT WHEN THE COGENERATRMR PUN IS CONSORUCEED BY WE CITY OF KENT, OCCASIONAL NOSE WLL BE HEARD BY PROPERTY OWNERS IN CLOSE PROXIMITY TO ME CVQNERATON WAGE 7. WE OWNER / SUMIADER SHALL DEED ALL PUBLIC RIGHTS -OF --WAY, AND OWERWSE CONWEY ALL PRIVATE AND PUBLIC EASEMENTS NECESSARY FOR WE CONSIFUCT/ON AND MAINTENANCE OF THE REQUIRED PUBLIC AND PRIVATE /MPROWIENTS NECESSARY FOR I IS SUR IVISW DEVELOPMENT B ME OWNER / SUBDIVIDER SHALL SUBMIT FOR APPROVAL A RETAILED TREE PLAN, MEETING ME REQUIREMEITS OF TE KENT ZONING COD[ AND CITY OF KENT DEVELOPMENT ASSISTANCE BROCHURE /J, DETAILED TREE PUNS PRIOR TO ME ISSUANCE OF ANY FMAL ENdNEER/ND PLAN APPROVAL FOR 114E SUSD/VISW. 9. OF WATER QUALIN PLANT ECOLOGY AND WIDLIFE HABITAT. THE SENSTVE AREA EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCWRERS OF ME LAND SUBJECT TJ ME EASEMENT TE OBIJCAT ENFORCEABLE ON BEHALF OF TE PUBLIC BY WE CITY OF KENT AND ITS SUCCESSORS TO LEAVE OWISTURSED ALL TREES AND OTHER WEGETAnW WM/N THE TRACT. THE WE ATON WITHIN I E TRACT MAY NOT E WE,, PRUNE, COWERED BY FILL, REMOVED OR DAMAGED WEI APPROVAL IN MANG FROM ME CITY OF KENT AND IM SUCCESSORS THE COMMON BOUNDARY BETWEEN ME EASEMENT AND ME AREA DE DEWOPMENT ACTIVITY MUST E MARKED OR OMERWSE FUGGED TO THE SATSFACnON OF ME CITY OF KENT PRIOR TO ANY CLEARING ORAL BUILDING CONSTRUCTION OR EWER DEWOPMENT ACRWTY. TE REWIRED MARKING OR FUGGNO SHALL REMAIN IN PUCE UNTIL ALL DEVELOPMENT ACII IN ME VICINITY OF WE SENSTW AEA TRACT ARE COMPLETED. NO BUILDING FOUNOA nWS STRUCTURES OR OBSTRUCTWS (INU10M. BUT NOT LIMITED TO DECKS QU1TUXMNG5 AND OVERHANGS) ARE ALLOWD WTIN 15 FEET DE ME SENSATE AREA EASEMENT BOUNDARY, UNLESS OWERWSE APPROVED BY ME ON THE ON DE KENT RESERVES ME RIGHT TO INSTALL PUBLIC UNDERGROUND UTUT/ES WM/N MIS SENSITIVE AREA TRACT, AND TO ENTER AND PERFORM DRAINAGE SYSTEM MAINTENANCE BUT IS REQUIRED TO RESIORE OR ENHNCE ME SENSRVE AREAS DISTURBED UPON WE C'OMPLERW OF ME UNDERGROUND CONSTRUCTION, AND/dR DRAINAGE SYSTEM MANIENNCE. 1O WE OWNER / SUBDIVIDER SHALL PROVIDE THE DEPARMENT OF PUBUC WORKS WIN A COPY a: N APPROVED HYDRAULIC WO;ECT APPROVAL (IPA), OR A WRITTEN WAIVER MEREFROM ISSUED BY WE WASHINGTON STATE DEPRTAFENT OF FISH AND GAME PRIOR TO APPROVAL OF ME FINAL ENGINEERING PUNS CONTACT WE WASHINGTON STATE DEPARTMENT OF FISH AND CAME AT (425) 649-70I5 FOR ADDITIONAL INFORMATION. 11. PRIOR TO RELEASE a• ANY CONS]UCnON BONDS AND PRIOR OO ME APPROVAL OF NY WWMG PERMITS WWIN THE SUBJECT I2 AND 13 ORE APPLICANT SHALL SUBMIT TO TE CITY OF KENT FOR RENEW AND APPROVAL AND OBTAIN APPROPRIATE PERMITS TO RELOCATE OP OEMOISH ME EXISTING SIRUCTIRE ON IRE SITE It THE APPLICANT SHALL PROMOS DOCUMENTADGN ACCEPTABLE TO THE CITY MAT TACOMA WAVER HAS RENEWED AND APPROVED PLANS FOR CONSIRUCTON OVER, UNDER, AGING AND ACROSS THEIR WADR IRNSA/SS/OV LINE EASEMENT. ME FACE DE ME FINAL PUT SMALL NOTE MAT I E APPLICANT AND HOME OWNERS ASSOCIATION SHALL RECONSTRUCT ANY IMPROWMENS INSTAL!® AS PART DE THIS PUT MAT MAY E DAMAGED BY TACOMA WADER'S MAINTENANCE OF ITS WATER LINES. 15 TE FACE OF ME FINAL PLAT SHALL CLEARLY OEUWAIE THE ENOE COMMON OPEN SPACE REQUIRED BY KENT CITY CODE WMIN DIE URBAN SEPRATGR-DESOIAM AREA DE NNE PROPERTY. 16. WHERE DETERMINED FEASIBLE BY NNE KENT PUBLIC WORKS DEPRDI IHE APPLICANT SHALL UTUZE LOW IMPACT DEW01RUTAT TECHNIQUES /N CWSTRUCITW DE WE PRO.ECT, INCLUDING BUT NOT LIMITED TO RAINWATER COLLECTION SYSTEMS POROUS PARING ON SIDEWALKS AND TRANS AND B/OREIIINTW AREAS WIT/ ORB CUTS IN PLANONG STRIPS ALONG ROADWAYS IT. IS, WE OHHER SHALL PROVIDE A STREET STUB -OUT TO WE SQUWHEST PROPERTY BOUNDARY AS EP/CREED IN ME PROECT PUNS DATED JUNE B 2005 (EXBBIT JZ UNLESS OTHERMSE APPROW) BY ME PUBLIC WORKS DEPARTMENT AND ME ORE DEPARMENi. C. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ON ANY LOT IN 7741S SLASIM14SION 774E APPLICANT SlIALL I. RECORD ME PUT 1. CONSTRUCT ALL OF ME IMPROVEMENTS REQUIRED /N SECTION A ABOW[ AND ME MONS ISSUED NOWIBER 10, ZOOS, AND/OR PAY TE RESPECTIVE FEES -IN -LIEU -OF CONSIUCRON INCLUDING ANY WROATON (EMA OR EMU) CHARGES 3 CONSMUCT ALL NER.M0, SWAN AND BUFFER 00GARON AND NSTALL ALL REQUIRED WLDUE PASSABLE FENCES UNLESS DO/ERWSE APPROVED BY nE ENVIRONMENTAL ENONER/NG SECTION OF ORE KENT PUBIC WORKS DEPARTMENT. A RECEIVE APPROVAL OF WE REQUIRED AS-BBLT DRAWINGS FOR STREET, STREET UGHTN, WATER, SLIER, ND STORM WATER MANAGINE r FACMOES AS DEEMED APPROPRIATE BY WE KENT DEPARTMENT OF PUBLIC MINKS 5 PAY BANE AUBURN S'C/OO. DISTICT SWOO. IMPACT FE FDR THAT LOT. B SHOW COMPLIANCE WIN THE PARKING EQ/IREMENTS DE KCC 1503400 FW ME ENRRE PROLCT. 7. PROWDE PEDESTRIAN WALKWAYS CONNECTING RESIDENCES TO PUBLIC WALKWAYS AND SWEETS B PROWDE TO ME CITY FOR RENEW AND APPROVAL AN OWERALL DEWOPMENT PUN SHOWING A UNFIRED BUILDING DESIGN CONCEPT, WHICH COMPLIES WM PUD EGULATWS DATED OIS 15M DAY DE FEBRURY 2006 MEODONE PAUL HUNTER HEARING EXAMINER ®2016 TRIAD TRIAD AssoclATes _WaeSMs&WnWRltl l! SUYAI Wm6�AH WAWM] 4TS416.2000 1isAeBSC39W eooA89.otbatu M1ee xw.OIW�M 1L-�L�L�� VV lJtil development VLkDANA Q O 1cc r\ Lo U c) J • 0 Is W rc Y /uj O Q 2 DO 3 6 Zf 3! G S 6 W k it e 0 i o Is o z $ ROY E f£INS ✓t, PE PROJECT MANAGER ROBERT E. WALUA RS PROJECT SURVEYOR ROY E. LEI$ PROJECT ENGINEER .£RERY L COX, ARA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7/28/06 SCALE: DIN.: NIA WMR.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET N0. 20F 76 •:I I I • y N aim 4.1 GENERAL THE ON -SITE SOILS ARE MOISTURE SENSITIVE AND CAN BECOME SOFT AND UNWORKABLE WHEN WET. THE NATURAL MOISTURE CONTENT OF THE SOILS IS OVER OPTIMUM FOR COMPACTION. PLEASE REFER TO SECTION 24.1 FOR A DESCRIPTION OF THE SOIL UNITS AND THE RESULTS OF THE LABORATORY TESTING. COPIES OF THE LABORA70RY TESTS ARE INCLUDED IN APPENDIX C AND D OF THE GEOTECHNICAL REPORT. RE RECOMMEND THAT THE MAJOR GRADING AND FOUNDATION WORK BE PERFORMED IN THE DRIEST SUMMER MONTHS 70 MINIMIZE DRAINAGE AND SUBGRADE DEGRADATION PROBLEMS TO OP77MIZE THE USE OF THE ON -SITE SOIL FOR FILL WET WEATHER CONSTRUCTION WILL ADD CONSIDERABLE COST AND EXTEND THE CONSTRUCTION SCHEDULE /T WILL REQUIRE CONSIDERABLE OFF -SITE GRANULAR BORROW FOR FILLS AND/OR ADMIXTURES TO AID IN THE USE OF WET SOILS FOR STRUCTURAL FILL OFF -SITE DISPOSAL OF WET EXCAVATED SOILS AND EXTENSIVE USE OF OFF -SITE QUARRY SPALLS 70 MAINTAIN ACCESS ROADS 4.2 SITE PREPARATION/GRADING 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 EXCA VA 77ON 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 WET OR SATURATED AREAS PRESENT ACROSS THE SITE. S7RIFFING SHOULD ALSO INCLUDE REMOVAL OF ANY UNCON7ROLLED FILL AND UNDERLYING ORGANICS AND TOPSOIL. SUBGRADES 70 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 IF ANY SOFT AND YIELDING AREAS ARE PRESENT. IF ANY SOFT AREAS ARE OBSERVED, 774ESE AREAS SHOULD BE EITHER REMOVED AND REPLACED WITH STRUCTURAL FILL OR DRIED BACK AND RECOMPACTED. ALL PAVEMENTS SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95X OF MODIFIED PROCTOR MAX/MUM DRY DENSITY (ASTM D1557) W17HIN 3 FEET OF SUBGRADE. BELOW 3 FEET OF SUBGRADE COMPACTION OF 90X OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) IS ACCEPTABLE UNLESS OTHERWISE STATED BY LOCAL MUNICIPALITIES 4.3 TEMPORARY EXCAVATION SLOPES SAFE TEMPORARY EXCAVATIONS ARE 771E RESPONSIBILITY OF THE CONTRACTOR AND DEPEND DIV 771E ACTUAL SI7E CONDITIONS AT THE TIME OF CONS77?UC7ION. TEMPORARY CUTS ARE 771E RESPONSIBILITY OF 774E CONTRACTOR AND SHOULD COMPLY WITH APPLICABLE OSHA AND WISHA STANDARDS WE RECOMMEND 774AT TEMPORARY CUT SLOPES BE EXCAVATED NO STEEPER THAN 1H: IV (45 DEGREES). IF SEEPAGE OR A WEAK SOIL LAYER IS OBSERVED /N THE CUT A FLATTER SLOPE WILL BE REQUIRED. CUT SLOPES EXPOSED FOR ANY LENGTH OF TIME, PARTICULARLY DURING WET WEATHER, SHOULD BE COVERED WITH VISOUEEN TO MAINTAIN STABILITY AND MINIMIZE EROSION. 4.4 PERMANENT SLOPES PERMANENT CUT SLOPES SHOULD BE 2H: IV OR FLATTER. PERMANENT FILL SLOPES SHOULD BE 2H: 1V OR FLATTER. FOR LANDSCAPING AND EROSION PROTECTION, FLATTER SLOPES ON THE ORDER OF 25H: IV TO 3H: IV WILL TYPICALLY VEGETATE FASTER, PERFORM BETTER, AND HAVE LESS EROSION MAINTENANCE, PARTICULARLY DURING THE FIRST WINTER. 4.5 EROSION CONTROL EROSION CONTROL FOR THE SITE WILL INCLUDE THE BEST MANAGEMENT PRACTICES (BMPS) INCORPORATED IN THE CIVIL DESIGN DRAWINGS AND MAY INCORPORATE THE FOLLOWING RECOMMENDA TONS - LIMIT EXPOSED CUT SLOPES - USE SILT FENCES STRAW, AND TEMPORARY SEDIMENTATION PONDS 70 COLLECT AND HOLD ERODED MATERIAL ON SITE' - SEEDING OR PUNTING VEGETATION ON EXPOSED AREAS WHERE WORK IS COMPLETED AND NO BUILDING ARE PROPOSED,• AND - RETAINING EXISTING VEGETATION 70 THE GREATEST POSSIBLE EXTENT. 4.6 CONSTRUCTION DRAINAGE EVEN DURING DRY WEATHER, WE RECOMMEND THAT SITE DRAINAGE MEASURES BE INCORPORATED INTO THE PROJECT CONSTRUCTION CONSTRUCTION OF DETENTION PONDS FIRST, EITHER TEMPORARY OR PERMANENT, IS RECOMMENDED AS THESE CAN BE USED FOR STORMWATER AND SILT TRAPS DURING CONSTRUCTION OF THE UP -SLOPE PORTIONS OF THE SITE PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. PERCENT FINES (THAT PORTION OF THE SOIL 774AT PASSES THE 1200 SIEVE). OTHER FILL MATERIALS MAY BE USED WITH APPROVAL OF 774E ENGINEER. ALTERNA77V£LY, WET ON SITE SOIL FREE OF ORGANICS COULD BE ADMIXED WITH CEMENT, CEMENT KILN DUST (CKX), OR OTHER AMENDMENTS THAT WOULD ALLOW FOR THE SOIL 70 BE COMPACTED 70 A FIRM AND UNYIELDING CONDITION. MAXIMUM UFT THICKNESS - ON -SITE NAIVE GLACIAL SOILS (12 INCHES LOOSE) - IMPORTED GRANULAR FILL (12 INCHES LOOSE) MINIMUM COMPACTION REQUIREMENTS- - BENEATH BUILDING FOUNDA7701VS 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 FOOTINOS SHOULD AT A MINIMUM EXTEND LATERALLY AT Th. IV SLOPE PROJECTED DOWN AND AWAY FROM THE BOTTOM FOOTING EDGE. - BENEATH ROADWAYS AND PAVEMENTS- THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST BOX OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL EXCEPT W9714/N 774REE FEET OF SUBGRADE ELEVATION WHERE 771E FILL SHOULD BE COMPACTED TO AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. - UTILITY TRENCH BACKFILL- THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST BOX OF THE ASTM D1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL EXCEPT /N PAVED AND STRUCTURAL AREAS WHERE THE MATERIAL SHOULD BE COMPACTED TO AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. - NON-STRUC7URAL/LANDSC4PED AREAS- FIRMLY COMPACTED. THE S7RUC7URAL FILL SHOULD BE COMPACTED WITH EQUIPMENT SUITABLE TO ACHIEVE PROPER COMPACTION. EFFECTIVE COMPACTION OF THE GRANULAR GLACIAL SOILS MAY BE ACHIEVED WITH A LARGE STEEL DRUM VIBRATOR ROLLER OR HOE -PAC COMPACTOR. A LARGE STEEL DRUM, VIBRATOR ROLLER OR HOE -PAC COMPACTOR WILL BE MORE SUITABLE TO COMPACT GRANULAR FILLS. THIN FILLS (LESS THAN 12 INCHES LOOSE) OR WORK IN CONFINED AREAS CAN ALSO BE COMPACTED WITH A JUMPING JACK COMPACTOR. IF DENSITY TESTS TAKEN IN THE FILL INDICATE THAT COMPACTION IS NOT BEING ACHIEVED, THE FILL SHOULD BE SCARIFIED, MOISTURE -CONDITIONED, AND RECOMPACTED. IF THE REQUIRED DENSITIES CANNOT BE MET THEN THE MATERIAL CAN BE EXCAVATED AND REPLACED OR A SOIL ADMIXTURE USED TO DRY THE SOIL 4.9 UTILITIES MAINTAINING SAFE UTILITY EXCAVATIONS IS THE RESPON981UTY OF THE UTILITY CONTRACTOR. CONVENTIONAL EXCAVATION EQUIPMENT CAN BE USED TO EXCA VA IF THE SOILS ALTHOUGH THE UNWEATHERED TILL IS VERY DENSE AND MAY REQUIRE A SUBSTANTIAL EFFORT 70 EXCAVATE. THE UTILITY TRENCHES SHOULD BE BACKF/LLED AS N07ED IN THE FILL PLACEMENT SECTION (SECTION 4.8) OF THE GEOTECHNICAL REPORT. BASED DN 714E SUBSURFACE COIVD/TONS OBSERVED /N OUR TEST MIS, WE ANTICIPATE THAT DEEPER UTILITY EXCAVATIONS WILL LIKELY ENCOUNTER SOME SIGNIFICANT GROUND WATER SEEPAGE DURING THE EXCAVATION WORK. 4 10 CONSTRUCTION MONITORING WE RECOMMEND THAT CRITICAL SITE CONSTRUCTION ELEMENTS BE OBSERVED AND DOCUMENTED BY A QUALIFIED GEOTECHNICAL CONSULTANT. THESE INCLUDE: CONFIRMING SUITABLE SUBGRADE SOILS FOR BUILDING FOUNDATIONS FLOOR SLABS AND PAVEMENT AREAS, COMPACTION OF STRUCTURAL FILLS UTILITY TRENCH BACKFILL COMPACTION UNDER PAVEMENTS AND ANY ENGINEERED RETAINING STRUCTURE SUBGRADE AND FILL. GE07ECHNICAL DESIGN RECOMMENDATIONS FOR PONDS A AND B' FILL AAA 7ER/AL• FILL SHALL BE PLACED IN 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MODIFIED PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON -PLASTIC FINES, 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MATERIAL WHERE FILL IS TO BE PLACED DN SLOPES THE FILL SHOULD BE KEYED INTO NAIVE SOIL. CONTAINMENT. THE EMBANKMENT FOR PONDS A AND B DOES NOT NEED TO BE KEYED INTO THE GROUND TO PREVENT SEEPAGE ALONG THE 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 THE BOTTOM OF THE POND AN ADDITIONAL 5-FEET FROM THE UPSTREAM TOE OF THE EMBANKMENT WITH A THICKNESS OF 18-INCHES FILL FOR THE LINER SHOULD BE PLACED IN 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED 70 95 PERCENT OF 714E 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 ON -SITE GLACIAL TILL, EXCAVATED FROM THE OTHER AREAS AT THE VERDANA SITE MAY BE SUITABLE MATERIAL FOR THE POND LINER PROVIDED THE SOIL CAN BE PROPERLY MOISTURE CONDITCIVED AND COMPACTED. (SEE DETAIL SHEET 10) GEOTECHNICAL DESIGN RECOMMENDATIONS FOR PONDS A AND B: (CONYD) EARTHWORK SEQUENCING' THE CONTRACTOR SHOULD BE REQUIRED TO SUBMIT THE PROPOSED CONSTRUCTION SEOUENCE IN WRITING PRIOR TO STARTING MAJOR EARTHWORK ON THE POND. IN GENERAL CUTS SHOULD BE STARTED ON THE HIGH SIDE AND WORKED DOWNSLOPE IN SHALLOW CUTS MAKING DEEP CUTS IN THE TOE AREAS OF ANY CUT SLOPES PRIOR TO REMOVING THE UPSLOPE SOILS COULD RESULT /N SLOPE FAILURES. ALL FILLS PLACED ON SLOPES SHOULD BE PLACED IN HORIZONTAL LIFTS. E SUBGRADE PROTECTION AND PREPARATION.• SUBGRADES TO RECEIVE STRUCTURAL FILL SHOULD CONSIST OF MEDIUM DENSE TO DENSE NATIVE GLACIAL SOILS THAT ARE FREE OF LOOSE ORGANIC, OR DELETERIOUS MATERIALS THE NATIVE SUBGRADE MAY BE DISTURBED UNDER THE INFLUENCE OF CONSTRUCTION EQUIPMENT, SEEPAGE AND THE ELEMENTS. PARTICULARLY DURING WET WEATHER, AN UPPER 12 70 18-INCHES OF DISTURBED SOILS MAY DEVELOP. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PROTECTION. USE OF SOIL DRYING ADMIXES AND/OR GEO-7EXRL£S COMBINED WITH CONSTRUCTION DEWAIERING AND DRY WEATHER CONSTRUCTION WILL REDUCE THESE PROBLEMS FILLS IN IMPOUNDMENT AREA: ALL FILL PLACED /N 714E IMPOUNDMENT AREA SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. SOIL DRYING ADMIXING OF NATIVE FILL MATERIALS MAY BE REQUIRED UNLESS AIR -DRYING /S EFFECTIVE FILLS USED FOR THE EMBANKMENT SHOULD CONTAIN ADEQUATE FINES AS DISCUSSED /N SECTION 6 OF THE POND B REPORT PREPARED BY GOLDER ASSOCIATES COMPACTED EXCAVATED TILL FROM OTHER AREAS OF THE VERDANA SITE MAY BE SUITABLE FOR 714E 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 BACKFILL: TRENCH BACKFILL OVER PIPES AND ENCASEMENTS SHALL BE STRUCTURAL FILL. FILL SHALL BE COMPACTED TO AT LEAST 95X OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-155Z EMERGENCY SPILLWAY THE EMERGENCY SPILLWAY AND OUTFALL PIPES FOR PONDS A AND B SHOULD BE ARMORED K17H ROCK TO PREVENT EROSION THE ROCK SHOULD HAVE GRADATION SUCH THAT 100 PERCENT PASSES THE 8-INCH SIEVE, 40 TO 60 PERCENT PASSES THE 3-INCH SIEVE AND LESS THAN 10 PERCENT PASSING THE J-INCH SIEVE THE ROCK LAYER PLACED IN THE SPILLWAY AND BENEATH THE OUTFALL PIPES SHOULD BE AT LEAST 1-FOOT THICK THE 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 THE DIAMETER OF THE OUTFALL PIPE WHICH EVER IS GREATER, AND SHOULD EXTEND TO A HEIGHT OF 1-FOOT ABOVE THE CROWN OF THE PIPE FILL MATERIAL / ORADATON FILL SHALL BE PLACED IN 6-INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MODIFIED PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON -PLASTIC FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MATERIAL. WHERE FILL IS TO BE PLACED ON SLOPES THE FILL SHOULD BE KEYED INTO NATIVE SOIL EMBANKMENT.• THE EMBANKMENT FOR POND C SHALL BE KEYED INTO THE GROUND TO PREVENT SEEPAGE ALONG THE CONTACT OF EXISTING GRADE AND EMBANKMENT FILL. REF.. PUN SHEET 12 DETAILS EARTHWORK SEOUENONC: THE CONTRACTOR SHOULD BE REQUIRED TO SUBMIT THE PROPOSED CONSI RUC71ON SEQUENCE IN WRITING PRIOR TO STARING MAJOR EARTHWORK ON THE POND. IN GENERAL, CUTS SHOULD BE STARTED ON THE HIGH SIDE AND WORKED DOWNSLOPE IN SHALLOW CUTS MAKING DEEP CUT' IN 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 THAT ARE FREE OF LOOSE, ORGANIC, OR DELETERIOUS MATERIALS THE NATIVE SUBGRADE, MAY BECOME DISTURBED UNDER THE INFLUENCE OF CONSTRUCTION EQUIPMENT, SEEPAGE AND THE ELEMENTS. IF THE NAIVE SUBGRADE BECOMES SATURATED A 12 TO 18-INCH LAYER OF DISTURBED SOIL MAY DEVELOP UNDER CONSTRUCTION TRAFFIC. USE OF SOIL DRYING ADMIXES AND/OR CEO -TEXTILES COMBINED WITH CONSTRUCTION DEWATER/NG AND DRY WEATHER CONSTRUCTION WILL REDUCE THESE PROBLEMS THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PROTECTION. CONSTRUCTION MONITORING AN EXPERIENCED GEOTECHNICAL FIELD ENGINEER SHOULD MONITOR CRITICAL ASPECTS OF THE PROJECT. THIS INCLUDES FILL PLACEMENT, SUBGRADE PREPARATION, AND 70E DRAIN INSTALLATION. PIPE TRENCH BACKFILL• TRENCH BACKF7LL OVER PIPES AND ENCASEMENTS SHALL BE STRUCTURAL FILL FILL SHALL BE COMPACTED TO AT LEAST 95X OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D- 1557 VERDANA POND C DAM SAFETY RECOMMENDATONS 1. PIPE OUTFALL: A. THE OUTFALL PIPES FOR POND C SHOULD BE ARMORED WITH GABICN BASKETS TO PREVENT EROSION, AT THE DISCHARGE POINT. B. THE OUTLET PIPE NEEDS AN AIR VENT, AT LEAST 2 INCHES IN DIAMETER, TO REDUCE THE P07EN77AL FOR FLOW AND PRESSURE SURGES THE AIR VENT ELEVATION SHALL BE 1-FOOT ABOVE THE POND BERM ELEVATION. C THE OUTLET PIPE SHOULD BE ENCASED IN REINFORCED CONCRETE WITHIN THE F007PRINT OF THE DAM. THE CONCRETE ENCASEMENT MAY BE TERMINATED WHEN THE SOIL COVER OVER THE PIPE BECOMES LESS THAN ONE FOOT THICK. ADD/TIONAL GUIDANCE FOR CONCRETE ENCASEMENT IS AVAILABLE FROM THE DAM SAFETY WEB SITE (SEE PIPE TRENCH BACKFILL RECOMMENDATIONS THIS SHEET) D. OVERFLOW SPILLWAY (48-INCH DIAMETER MANHOLE W/ BIRDCAGE). REF.' PLAN SHEET NO. 11 OF THE ROAD AND UTILITY PLAN SET SEE ALSO DAM SAFETY GUIDELINES PART IV 4-1 TO 4-20, TABLE 4 ON PAGE 4-9. VERDANA POND C DAM SAFETY RECOMMENDATIONS (CONYD) J. CUTOFF TRENCH. - THE CUTOFF 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 BACKF/LLED WITH FINE GRAINED FILL IN ACCORDANCE WITH 714E PROJECT SPECIFICATIONS. A BLANKET DRAIN SHALL BE INSTALLED B" THICK AND 10' DEEP FROM THE TOE OF THE SLOPE. THE BLANKET DRAIN SHOULD CONSIST OF A MATERIAL CONFORMING TO WSDOT STANDARD SPECARCA77ON 9.03.13(1). 4. TOE DRAIN.• THE DRAIN PIPE AT THE TOE -DRAIN SHALL CONSIST OF A 4-INCH PERFORATED PIPE CONFORMING TO *SOOT 9.05.2(6). 70 PREVENT CLOGGING OF THE DRAIN PIPE. IT IS RECOMMENDED THAT THE PIPE BE BEDDED WITH A 4-INCH LAYER OF GRAVEL CONFORMING TO WSDOT STANDARD SPECIFICATION 9.Od12(4). THE BEDDING MATERIAL SHOULD BE ENCASED BY A MHRAFI 15ON NON -WOVEN GEO7EX77LE. THE PIPE SHALL DAYLIGHT AT A LOW, VISIBLE LOCATION AND SHALL BE MARKED TO FACILITATE INSPECTION. SEE DETAIL SHEET 13A. THE TRENCH SHALL BE 2-FOOT WIDE BY 2-FOOT THICK. 5. BLANKET DRAIN: A BLANKET DRAIN SHALL BE INSTALLED 8' THICK AND 10' DEEP FROM THE TOE OF THE SLOPE. THE BLANKET DRAIN SHOULD CONSIST OF A MATERIAL CONFORMING TO WSDOT STANDARD SPECIFICATION 9.0Z13(1). Ra:1 V OR FunER 2. EMERGENCY SPILLWAY (OPEN CHANNEL). REF- PLAN wRaR STRUCTURAL FILL SHEETS NO. if, 12, iJ OF THE ROAD AND UTILITY PLANS. �sTRuc.uRnL SEE ALSO DAM SAFETY GUIDELINES PART IV, PAGES 4-21GEOGRG TO 4-26. REINFORCEMENT (PER DESIGN) A. THE 7RAPEZOIDAL SHAPE OF THE SPILLWAY CHANNEL ANDz1TYP. SANDCNIMNEYDRAIN THE TOP WIDTH THE LINING SHOULD CONTINUED FROMsslcrvl HEIGILT S THE CONTROL SECTION AT THE DAM CREST DORM THE FACE C ES OF 174E DAM BEYOND THE TOE, TO CONTROL THE WATER W�ING UNTIL /7 /SCOMPLETELY OFF THE FILLED EMBANKMENT.GEOTEMBE FILTER FABRIC B. THE EMERGENCY OVERFLOW SPILLWAY CHANNEL ON THE DOWNSTREAM FACE OF THE DAM SHOULD BE LINED WITIHSANG DRAINAGE SwxET GABIONS RATHER THAN LOOSE RIPRAP OR QUARRY SPALLSRES LEuomFLOW VELOCITIES DOWN THE STEEP SLOPE COULD APPROACHvARIEs WIT wITn LocnnoN5 TO 6 FT/SEC. FOR FLOWS THIS HIGH ON A SLOPE THIS NT FOUNDATION DRAINGN A LOOSE R/PRAP LINING RVL/LD NOT BE STABLE. PERROCRERYFACING OUTIET TO STORM SEWERSTEEP, DAM SAFETY GUIDELINES, PART IV, TABLE 2 ON PAGE 4-25, A GABION MATTRESS LINING 6 INCHES THICK WOULD BE ABLE FULLY4 IWORORI ROCKERY ITWJ I TO WITHSTAND FLOW VELOCITIES IN THE RANGE EXPECTED. IEEE DESIGN BY GO DEM RIrnTRm. C. THE DAMPS EMERGENCY OVERFLOW SPILLWAY SHALL BE ARMORED WITH A LAYER OF 6 INCH GAB/ON BASKETS. THE GABICNS SHOULD BE FILLED KITH ROCK WITH GRADATION SUCH THAT 100 PERCENT PASSES THE 6 INCH SIEVE 50 2N: rvQR PERCENT PASSES THE 4 INCH SEVE AND LESS THAN 5 FLATTER PERCENT OF THE MATERIAL PASSES THE 1 INCH SIEVE ss woL D. THE GABIONS MUST BE UNDERLAIN BY A GEOTEX77LE FILTER FACERATTERATiHBV FABRIC TO PROTECT THE UNDERLYING SOIL FROM EROSIVE FLOWS THAT COULD BE TRANSMITTED THROUGH THE ROCKS --QUARRY SPAL< FILTER FABRIC MUST COVER ALL EXPOSED SOIL SURFACES DRAINAGE DYER ADJACENT TO THE GABIONS, BOTH VERTICAL AND HORIZONTAL REIGNT PER SURFACES. DESIGN TO VERY DENSE, E. THE DOWNSTREAM END OF THE GABIONS WILL NEED AN DENSE AIR:IVOn NDISTURRED,NATI ANCHOR TO SUPPORT THE GABIONS ON THE STEEP SLOPE FLATTER GIACIALWIL AND AN APRON TO PREVENT SCOUR AND EROSION AT 774E ANCHOR. THE ANCHOR IS A LINE OF GABION BASKETS AT FOUNDATION GRAIN LEAST 18 INCHES DEEP ALONG THE DOWNSTREAM TOE OF THE 1.s MIN. OUTLET TO STORM SEWER SLOPE AND EXTENDING THE ENTIRE WIDTH OF THE SPILLWAY MIN, ROCK SIZE PER DESIGN CHANNEL. THE APRON /S A GABION MATTRESS AT LEAST 6 MAYBE CDT ROOKERY (TYP.) INCHES THICK EXTENDING BEYOND THE TOE OF THE SLOPE AT x Yes DRIVEN BY GOLDEN) LEAST 6 FEET ONTO NATURAL GROUND. THE BASKETS 9/ALL BE UNDERLAIN BY MIRAFI 15ON NCN- WOVEN ON B07 H HORIZONTAL AND VERTICAL SURFACES. A 6 INCH LAYER OF FREE DRAINING SAND CONFORMING TO ASCOT 9-0113. FALL FIROMC]IM Naze.' F. A LINE OF CASION BASKETS AT LEAST 18 INCHES DEEP GDVMACm .MOST INSTALL RAR/NO ON ALSO BE PROVIDED ALONG THE TOP OF THE I?DGICSHOULD FOO? Fuji. PROD rzcTpiNp W Ncrwr SPILLWAY CHANNEL SLOPE (AT THE CHANGE IN SLOPE FROM MENOMINEE 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 ENTIRE TOP WIDTH OF THE SPILLWAY, INCLUDING THE SIDE SLOPES OF 774E CONTROL SECTION. AS NOTED OIIARRY SPALL DRAINAGE LAYER1R:BV ABOVE THIS FEATURE MUST BE UNDERLAIN BY FILTER FI BAnER AT FABRIC ON BOTH VERTICAL AND HORIZONTAL SURFACES C ALL POND PIPES (POND C) SHALL BE ENCASED PER DETAIL ° MAI COMPACTED STRUCTURAL FILL SHEET 13A, AND PER PLAN SHEET 11. SR'IV OR (REPLACE LOOSE NAME SOIL FLATTER WITH COMPACTED SlW_WTL ul FILL) H. AS AN ALTERNATIVE CONSIDERING THE POSSIBILITY OF 7 NECATVE PRESSURES TO OCCUR WITHIN THE OUTLET PIPE, FOUNDATIONUNTONSEwER USE CONCRETE PIPE. A REINFORCED CONCRETE CRADLE 1.6 MIN. BENEATH THE CONCRETE PIPE WOULD SUFFICE, IN LIEU OF A FULL ENCASEMENT (SEE PIPE TRENCH BACKFILL MIN. ROD(SMEPERDESIGN RECOMMENDATIONS THIS SHEET). U"ENWORDRI PRL L ALL POND PIPES (POND C) DOWNSTREAM OF 774E FILTER !ROOKERY Imi DIAPHRAGM SHALL HAVE A LEAD -OUT GRAIN SEE SHEET 3 (as DEEPER BY GOLDERI��� 13A FOR THE LEAD -OUT GRAIN DETAIL AND SPECIFICATIONS. 02016 TRIAD �T AD �ZwM, SrcIImbN RE NE SUYAI WmbMe, WA NNI 42S41fi.2000 Pxbesosam �Amamaeum• .MP]I®tlaMM 11- MOVV1JL-1.I \.,',./ �EkDANA `J`Bft% cc O Lo U cI) JIo � ' O O Q % C� �41 V O ca dif Zf 35�3l i€ 35�� k 3 t ROY E. LENS A. PE PROJECT MANAGER ROBERT E. WAI FES PROJECT SURVEYOR ROY E. LEMS .., PE PROJECT ENGINEER .£EERY L COX, ABG PROJECT LANDSCAPE ARCNT2CT FIRST SUBMITTAL DATE: 7128/06 SCALE: MRS.; N/A YR6.: N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SM NO. 2ADE76 118TH AVE PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. I I L=a I I I I I I I I I 9 I I I I I I I I 1 m 151 152 153y 9 54 149 1 148 1 147 '"53 159 118TH DLA F11cF 2. 00:00 1 4.84' 1. 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L WM F., PE PROJECT ENGINEER ,.EfTERYL COX, AYA PROJECT IANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7MI06 SCALE: im.;f =I00' =.:MIA STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 sm NO. 3oF76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 4LE: 1" = 100' �m 2ao FRONTAGE IMPROVEMENTS FOR 124TH AVENUE SE, 118TH AVENUE SE, SE 304TH STREET AND SE 288TH STREET ARE SHOWN ON A SEPARATE PLAN SET SUBAITTED TO KING COUNTY. AS -CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) ®2me TRIAD MAD Ji0w MSWmMRE �E SUYA� WmbMe, WA0pr1 42.S41fi.2000 axbesosam eo0.N9.otbato M1ee "w'.YtlYsatlaMM development \'1'1'/' �LkDANA 0 i 3 W Y �e$e$va e =<Kk ROY E. [ wI . ... PE PROJECT MANAGER RO T E. WAUTA %S PROJECT SURVEYOR ROY E. [ WM PROJECT ENGINEER ,£ Y L LOX, AYA PROJECT LANDSCAPE ARCRTTECT FIRST SUBMITTAL DATE: 7MI06 SCALE: 90RB.; 10-100' =.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 ST NO. 4 DE 76 I 1 I I I 1 I I I 1 I I III I I it I I I 1 I I I I T I dill_ III ' I I 1 I I I I NRE H 41J- 2 W /W W A, I i I I I r I I � AWUILT 4�9 A r—_ CB 12¢4 FUTURE SSMHS 413-74 AND 413-75 CONTINUE 70 EX LIFT STA77ON PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. CB J-56 (2i 3-5M 08 3-52A CB J-55 CB 3-54 LB 3-52 C8 CB J-41 _ I --- CV 3-49 3-4 I I C8 3-46 3- - H 413-M 41J-5f I CB 3-45 CB J-39 68M 41J-51 SSNH 413- - CB 3-64 I 5 N 4f3-52 CB 5 CB 3-51 I I\� rY srzw 30' POWER EASEMENT I T /51 152 5f53N 01)54 CB ¢4 I ORE H ANTOtt REC. NO 5041461 L 1 I57 15 160 161 3-� Gffi _q I nn J- rY SMb CB J I J_ 159 WJ-60 f62 163 f64 W W — J-57 I VJ C83-64 11 , smar _—_ - - SSAI 13 50 I H iJ-58 a'sroer LB 3- 3 3-J6 I N 41J-57 H 4/3 56 I 1 I �-----�I I 150 149 148 14] I 130 129 128 dddl rY I L---_J I I O J-B] F LB J- B 12I CB J-59 I26 t25 I I 3_� I _ CB 3-36 l I I CB J-73 SSNN - _ W W� I SSM 13-JO C8 Ns21 'TA RON I Ja /W Ja CB N921 CB 04m ' --BB W 4 �� 145 1� // ' CB 3-71 / SSMH 4f3-B SEAM 41J-JI I W I 55MFI 4/3-6 144 131 ROCI(ERY DRAINI 143 CS J-74 '' / 132 142 .33 / .Z� yV. W r.V W Vr \ CB -22 I. 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MAIN CON57Rl/CRTI NOT W W W W W W W W W W W y W W W W W AND 7ELEGRAPHLEPHOvvyr A, EASEMENT W W W RE N0. 3241576 FRONTAGE IMPROVEMENES FOR W W W W W W W W W W W W W W W 6 W W W W 1241H AVENUE SE; 118TH 7EL�`PHONEW W W W AVENUE SE, SE 3047H STREET \ I AND TELEGRAPH EASE ENT \ W W A, A, A, W W W W W W W W A, W W A, W W REN NO 504706] �' ��- W W AND SE STREET ARE SONN A A SEPARATE PLAN \ SET ETS TIED TO KING COUNTY. CAUTION 413-7 -\ LOCA77ON OF EXISTING UPUTIES W W W W W W W V]— W SSMH 4/J- 2-A 2-44 SHOW IS APPROXIMATE AND I MAY NOT BE ACCURATE OR ALL 41 7 INCLUSIVE. IT IS THE SSMN au-79 _ CONTRACTORRESPONSIBILITY 2-56 1 z-� S TO FIELD VERIFY LOCA77ON OF 123RD PL S 723 D U77LI77ES PRIOR TO PROCEEDING WTH CONSTRUCTION. YOU MUST w CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS \\ � 1 1 DAYS BEFORE BEGINNING As ILT SLOMO7F Iz¢1 1z¢f 2-62 / z ss -sz EXCAVA77ON WHERE ANY 2- W 2-41 UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO 2 3 4 5 6 ] s H 13- COULD MEAN BEARING SU65TAN77AL REPAIR COSTS CB 124-9VB s _— —_ —VS� •_ ___ �— -- — _ - — — "I 2-6 TRACT S (El SE 196TH PL 0201E TRIAD /jAS JIAD �Y.ba9Y"Y"igsWMftl1E &9"A W^"M�. YM9BWS 425.915.2000 4ffiiBBEO&W �AMM."r%MM .oMaevmw�s )A"OYYl_1[u developmmt 10 V I K D A N A I V2111121 Iasi n a z S MO t �sYvYtso a�„� "YE (E1M5. JL. P PROJECT MANAGER RC9ERr E. WA( aS PROJECT SURVEYOR WYE (EMIT at, PE PROJECT ENGINEER �YL COIL A5 PROJECT LANDSCAPE AECRITECT FIRST SUEM NAL DATE: 7128106 SCALE: MOW.: 1" 100' W.:N/A STAMP N07 YAW UNLESS SIGNED AND DATED JOB NO. 03-094 SM NO. 50P 76 7 b s (SEE PROFILE, SHEET 281 (HAMMER NEA I'll" " A H4+AAI BW it ,I �\ it It ��— / if / w saro a ,' ;i / ; % 6+312.25- 711 rzz5' ( % . I I t I it I � I 5+ ,92�b LT CONT(HIR TYP �✓ � �✓ � �.I �✓ � w � �� I I I ; I I 11 � r ge,1f0 , `V I i� ✓ w �✓ I I 7RACT TTw v, I I� I I I .I I SENS/RVE AREA�� � II 69 I'I 4-CLEANOUT i T 5+05001 1225 k� � 5WAYJ"ERMERTAFL, J , y- i Js6_` � y V� W �✓ W W I W ARA/N ,. i h I I 1B' IE 381.71 1B'It W o l / �•�`•��`� C0.N5 i PROP D 70£ AIN WiN 4�O PW,- `I' / r f+2500, 12.25 Ll `• �` \� \. IM AININ /AL r i I 1 \ GEDDCCHNICAL ENdNEER RECOMMEN A QNS ' PE#ORA1E0'W/PE SHAfL BE ENCII BIY`k=INLnESWt) OVER OW CB TMf I1-48' A OF GRAIN GRAVEL (WSDOT 9.0.12( ). GRAVEL l 7 PRIMARY EMERGENCY DY£RFL0 _ BACKB� FOR DRAM'S SURRGUNDE�BY NIRAD JbON ,(' / , / I SMUCWRE, PER DETA14 SHEET 14 \ NON-w wN GEOIEYRLE. - I I I. I IA 1�' r LOCATE AS SIfOW P L TOP �.09-399.12 19 JE aeBB�JB205 7RAC'Y l INTAKE 3 DE7EN W/ TRASH RACK POND SE£ P0.ND 18'IE dBhdP 391.99 SHEETS IJ 11-48' 1 \ , ` r ' W SOLID LOCKING LID W TRASH TOPLCCA39&5B-3BAB] _ _ �/E 3& A I TRACT I ' l 4— �1�V yA i' OPEN SPAS�� � Al JD'-1 I 1 I 10 i/1� it it 107 6• OR IN T TIP J, It i i % Iwo 12ur PL sE -„ DRYl - I I r i �✓ W 1 I I I ��l t I i �, y I 1 1 1\� 1\ I • _\ 1 `N `✓ � 11 I, `1 < A1�R. ORES PRIVATE VATE S STORM \dt�VINACE EA YMENT s ' '1 ! 104INT ]+gE 4 /2/5T PLY 1+OQ 4115T PLY ` \ 103 '1 � 'I � F I \ _ END 4215T PL Y `Js4__________ WI W W EO SNOW ` 1 _____________________ _ _ may-- ---r—.� OF W. 1/2 OF 39' LT TOP TOf 116 I4nT( TOP J96.1 1 FOE J9J U ;'TOP�,J97,7 TOE J94.2 \ w / W ST �T W END SE 29]Dl 51RE �A/ HAMMER HEAD ,1 11+1 50 V W W EOdE 118 N., RANGE 5 E., W.M. r 2 PHASE 4 CB J-31 i w mreu cure INLSit ET �` 1yy+5000 119 121 LT (CM. G(IAW. \� 1-2a R < 8.00. 102b R7\ <` � y I \ x. dir I� GRADING NIN/N RECREARav AREAS POt LANDSCAPE PUNS (TIP) OF KENT STD. DWG. \I - T dd�\ SCALE: 1" = 49 r -;;ZALLLIA ' RECREA77ON GRADING N/H/N RECFEAT7W AREAS PER LANDSCAPE PUNS, (IW) (LIE. SICR.) (CM.. GRATE) 6-7 V , RECREATI cRAaNG NMI, I Iy .I / LdN r I I I noN AREAE ,' 1 % 'I I SCAK FLANS; I _84• y9A � J+]B 44 1I RT i i i /�� 1, 1 I LET Tcw') i W L STOP 329 J \V I� i J 1225 �kT (CTR:� = _ .a...: /' J y LL / A _ T 385.4 TOP �i826 ( i i / TOP TOE 5.1 W I I i`v r -%:�- EJ05RNG GROUND 3k TOP 39J4 I �i' TOE1385.9 . 4J 7392.0 389.0 .JI,EWDEGILEwA NaD 15 T (In Pi -...,J11l,77* 30, P0AREO EARLY WADING 39.5 TOP J9224� TOE 391.7 TOE Jso.J :�' AND TELEGRqP�H EASEN NI _r" �y' /AG'�' y' W W W W W y' W W RL't ND 50X1061 W 121ST PLACE SE w l0 ' GP TAL*MA WAIE'� EAS- I R__ NO. ]306050390 U WA�� W W W W y W W, W W W W W (SEE PROFILE, SHEET 27 JD ' Po TE EPHGN 7RACT TTW `I� `V i / ✓ W .y W AND 7 RL APH SdSEMENT.y W ` SENSITIVE AREA REC N . 3zsz02 --------�� r AIND iPow£RAhELEPHatlE `I' `��"•� ND TELEGRAPH EASEMENT �/y � � W � � W � `✓ � � J, �D�, � J, � �a✓ J, Y� J, �—Z--m---�I�—_J✓_ � � � .I. `✓ �. EEG. NQ. 315J5J9, �, � ----_— I 6 I _ CONSTRUCTION, AND HEIGHT LIMITS FOR LIGHTS UNDER BPA LINE AND WITHIN FENCE/RAIL NOTE: PRESSURE TREATED WOOD EASEMENT SHALL MEET BPA SHALL NOT BE USED. SLOPE 70P OF RAILING REQUIREMENTS. TO PREVENT WATER POND/NG. r ALL CATCH BASINS SHALL BE TYPE i WALLS ADJACENT TO WETLANDS SHALL BE RESIDEN77AL DRIVEWAYS PER CITY OF UNLESS OTHERK75E SPECIFIED. OUTSIDE 15' BSBL NO CONSMUC77ON IS ALLOWED IN KING I KENT S7DS 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. PROPOSED ROAD GRADING PER APPROVED 18" MIN COVER OVER ROOF DOWNSPOUT BE PVC SDR 35, RIBBED. INSTALL CLEAN -OUTS AT DIREC7I01VAL EARLY GRADING AND EROSION CONTROL FALL PR07EC7701V NOTE.- LINES CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAIUNG ON GRAIN 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 FALL PR07EC7701V USE METAL FENCING WHEN ROOF DRAINS AND FOUNDA 7ION DRAINS UNLESS 07HERWiSE N07EO. PIPES 517E SOILS ARE NOT COMPA77BLE FOR ROOF ADJACENT TO ROADWAYS USE WOOD FENCING SHALL BE SEPARATE DRAINS MAY BE GRAIN INFIL IRA EON. ROOF ONES WILL 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 CLEANOUTS AT ALL DIRECTIONAL ROCKERIES AND ROCKERY DRAINS PER PLANS WETLAND RECHARGE, AS SHOWN, OR WILL TO PREVENT WATER POND/NC. CATCH BASIN SYSTEM. BENDS TIP. OF ALL PIPE SYSTEMS PREPARED BY GOLDER ASSOCIATES, INC. BE RGHMINED TO THE STORM PIPE SYSTEM. _ ___313- I _ _ Ir��_ yy W wi W TRACT TT SEFIW77VEVAREA / it w � w w y� �✓ w v' w CAU77ON LOCATION OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U7/U77ES 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 UTILITIES MAY BE LOCATED. FAILURE TO DO IT ARIAD �YMk9MwvN"�Po NE su.Al WwYnNY. WABNT/T 626A16.Z000 i15A98.S0Yln 1L- mo VVDL'fl developmetat V F k D A N A c Q Q iz j Q r^� Q V1 Q cc O (~n O Q J Q Q O Cc Id9199191 9009 r3131e11 fill I SgRn kd [�4;J y�L�4 R3�YL $ttg oq��aG�y�yygg gaq�x@,�j ROY E LWI . .., PE PROJECT MANAGER RLI9ERT E WAILS PLS PROJECT SURVEYOR ROY E. PROJECT ENGINEER Zi7ERY L. LYM' A.SLA PROJECT LANDSCAPE ARCHITECT ERLSI SUBMITTAL DATE: 7128106 SCALE: am.; I"-40' W.:N/A SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS STAIR NOT VALID UNLESS SIGNED AND DATED AS -CONSTRUCTED PLANS JOEND' 03-094 (SEE SHEET 1 FOR STATEMENT) sum NO. 200E76 ®2016 TRIAD I 5 li m J- 0' 15+31 /4.35' RN (Cm s ) 4 1515'A�T (CM IE) 8 141 152 TOP 4ti3i6.9 _ _44_,Ar :i PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. _ SEE FRONTAGE IMPROIEMENT PLANS r-7 140P 429.0 V %\TOP 425.1 SUBMITTED 70 KING COUNTY BY TRIAD IA TOP 4325 TOE 420.E ASSOCIATES FOR 1181H AVENUE SE fT 3- [TOE 4270 %TOE 42L0 r"A IMPROVEMENTS Et 3- LT TOP 431.4 TOP 429.E I 426.9 INLET 3-46 1 TOE 4259 TOE TOE 4229 zz+DD.DD, tl.aD LT LAN a 155 1,T0E 425.1 17ZIP 13Y.6' . 156 , ICE ra z-/2' , Cam/ Sp..� W I As > , f118TH'PL_L CE ^� �X TOP 439.D I , SEE RROF7Lf%SHEET 34) roE ua.o %( a TOP 438.3 -`__ ____ _ • .. ,: . -_. 7 - ,... 2 15' ;= -- ---- TOE 437.3 150 / 1+58Ji ET xHEEL cnN ' /254'R fIR. STCR) / 12J9' R (CpR. GRATE) PER aTY 1a�0 t J Po KTwrsm4 _ t2Q �, 128 _ 12 149 / 148 1147 e ] ( ) - 4-- _ II FIR£ ACC __ I TO BE 30 w u INLET' F =TOE 3979- a s _- 4 IAV CONS 7Rt1 7 GATE W1I�R/3T�C'RR) , R AINA ASEI $EE $D B ROE/LE FALL P ]ECRON �_ CN(hY/BO SYSTEM 12.39'iT,(tJ". GNA7E) /� ` '�'`A1 SH T 40 _TOP 4021 - tINaN DETAtt PER - OR APPR VED EQUAL /42 / { ACT ,. TOE 399.6: APPRov iOE� 0.4 TOP 1RACT TOE 427.5 TOE 425.4 LANDSCAPE421. l ' y - .i,�` TOE J975Xt 3-75 4r i8" '!A / W .B(8I0 A-aaIBJ� I10' I II N11A1) N _n_r14 W?. �- f _ '+� =3 - a ss�E, IraRY TOE 40QD Ill, ..,,,mod , , fR TOE 395.5 I S DETAIL, KC 2-Q28 SET COI45MUCT R~, PROTE,L'RLW .' 96.BYIMETPR < - B-FEET AROUND FPROF . CATCN BASN TOE 39,\r TOP 422.6 'v/c = <+u T< /' L TOP A21.3 -69 SEE DETAIL, SHEET 40 / �" i 1 TOR, 398.9 n- 3-68 TYPE 11 48" Y .I, INT 4+7564 SE 2997H WAY 2+60.00, 2+Juu:L / TOE 394.4 - 4+84.66 FIRE ACCESS RD / / '.M ^.y iL35,L,T„(CIR. STCR.) ' 11.35' LT (C7R. STCR.) GRADING I 4EARON A SCA. pE PL 2_. TOP TOE ' - -_1225 L (CM.. ATE)j 12.25 LT(CM.. GRAZE) _/ r '-TOP 499.4 TOP 457.8_ TO£'3g5.4y To // + 3-7 TYPE 0- `-� - i ' TOP 99.8 ' �V - - TOE / ��-_ - ' W �/ w 'I' TOE 95.8 IC35' LT (CZ? STCR.) /� •:' , / `✓ 122.9I'CT(C1R`TCRA7E) � `✓ �' 4L W w TOP 4Qp•0 FALLWPROTECRON Y__ J' /I - j ONG, DETAIL TOP 396.3 j --- /.' i0PPROY£A EARLY q?Y NGW �, w i .I� ..II�� jL TOE 3911.E _ �� / PLAN SETT. (lYP) I J / FALL PROIECRON l_ _ TOP 385.8 / FENGNc, DETAIL pprEaR /�• �✓ w w w �✓ w I �✓ A=D' EARLWGRA _ w-FTDE 391.3w w T PLAN SET. -�- TOE JqaBf TOP 399.QW TRAOT TT�' v' w y w w `-'v'//TKIP 394. jop 397, TOE 3937 TOE 394. / SE SIRV£ REA �✓ � �I' W `I' "' EXISRANE GROUND / / : ' -- _- ' , HEAD D+fz.g I I j�Jj raj SEE SHEET 200 EON57RUCAON, AND HEIGHT LIMITS FOR LIGHTS UNDER BPA LINE AND W91HlN ASEMENT SHALL MEET BPA FENCEIRAIL NOTE.- PRESSURTREATED (REQUIREMENTS. SHALLNOSLOPE BE USED.TER PGETop OF RAILING I NT Z RESIDEN77AL DRIVEWAYS PER CITY OF ALL CATCH BASINS SHALL BE TYPE 1 KENT S7DS. UNLESS OTHERWISE SPECIFIED. NO CONSTRUCTION IS ALLOWED IN KING COUNTY RIGHT-OF-WAY M771OUT A PERMIT FROM THE COUNTY. 570RM DRAINAGE MAIN IN ROADS SHALL 18' M/N COVER OVER ROOF DOWNSPOUT BE PVC SOR 35, RIBBED. FALL PROTECTION NOTE.: LINES. CONTRACTOR MUST INSTALL RAILING ON ROCKERIES OVER 30-INCHES IN HEIGHT FOR ALL GRATES TO BE VANED GRATES FALL PROTECTION. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDA RON DRAINS UNLESS OTHERWISE NOTED. ADJACENT TO ROADWAYS USE WOOD FENCING SHALL BE SEPARA7E. DRAINS MAY BE FOR REMAINDER. PRESSURE 7REA7ED WOOD COMBINED AT LOT CLEANOUT JUST SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH 70 ROAD PROVIDE CLEANOUTS AT ALL DIREC770NAL TO PREVENT WATER PONDING CATCH BASIN SYSTEM. BENDS, TYP. OF ALL PIPE SYSTEMS BE (HAMMER 420.3 41B8 164 TOP 390.3 LANDSCAPE 394. \21 TOE 389.3 TR(icr WH R% TOE 394. I \ R/iMP o +7.23' � STOP 4gq1.4 tTR/GTz+'OF'KE j TOE 397.4 TOP 400.•4 �� I ,.I , 3954 TD 4023w ' ,I,TOE 397.3 y, �'/TOP 3924 � ly � . TOF 387.9 I I II I n fig£ y �6. LT LT \ •�' `�' � )0 LF LEKL SPREADER I I f1.2�' GRATE) I II I .� \' 1` TOP 401.9 ,DRAIN 6 DRAINS BASE E T �i FF TOE 3974\1 VIA LEVEL DRAINS TO WErzANq i, TRACT 77 ( NA LEY£L SHEET 44? ER PETI .I GFT S MIS � I `II III y I I DETAIL SHEET 4z (T I) i �� i i �i NOTE` RII$ $NEE y;IllI T0R 402. f,p „. TOE 398.1 92 "- ' i I I ` ` •_ �`; FC r16+5244 --390 >v'____ ------------ ' u T owoT ME AL F,m 368 OF A Ri, fff NL 386 DF BMOGE'rk7LSLl' BARRkF SENSIRV£ AREA es 108:5 �' __w__w-T•�-w=-=w-"_-w g,35'Lr m. srca!j ID.25' LT ( >CGRATE) INLET _ _--384___- STC'R') y GRi�) TOP l953 -�195.6 "' TCJE JR3,� TOP \ 393 TOF'394.8 �..•'� _--392-__ \y' - TIQE xN928 �' i A' i ' /,.''' _.-- Jsa-__ _%' � fly 3937 ,) I' �' 3- Tyt w1 TOE 387.2 . ' I , I T ./ 4+"07 ' i 1 1 �116 M LTcmI 38 2' i i ii i 11725' LTII , �' "' 'I��I;122 123 TOP 396. TOE 3931 114 UP 39Z7 ' III � \y/ II I MT97- 7 TOE 394.2 if \ \ 124 WALLS ADJACENT TO WETLANDS SHALL BE OU7$lDE 15' ITS I LOT DRAINS TO BE 6" ADS N-12 OR EQUAL. PROPOSED ROAD GRADING PER APPROVED INSTALL CLEAN -OUTS AT DIRECRONAL EARLY GRADING AND EROSION CONTROL CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES DRAIN AS FAR FROM SEWER SERVICE AS POSSIBLE. MAINTAIN 18" MIN COVER OVER PIPES. SITE SOILS ARE NOT COMPATIBLE FOR ROOF DRAIN INFILIRA 77ON ROOF LINES WILL ROCKERIES AND ROCKERY DRAINS PER PLANS DISPERSE OVER LEVEL SPREADERS FOR WETLAND RECHARGE, AS SHOWN, OR KILL PREPARED BY GOLDER ASSOCIATES, INC. BE 7/GH7L/NED TO THE STORM P/PE $Y$TEM. 2 g 3 Z25'RT LEPTIONJ W£R. T£RAfS,_ D TELEGRAPH EASEMENT REC. NO 5041G61 �� MOCT WHEEL CHAT IS 0 26+31.44 PER, OF KENT STD. DPK (T .. BOW SIOES) L 5TRIPED T M] L EX. CULVERT END '� /T�D 12 CONC IF 36691 ASSOCIATES :. CULVERT END 11 ����� CONC I£ 364.27 sueAl Wno�,F, WA9B61i 425.AMZXIO IT < II411) aft -J-._ �AEE.OT%bIM .OlaEevWa4M _ 1 Ve TKTK ```nBe`yT h` 3_C VERDANA 1 5 I" RT Q I 2 A/R I �. I i DM II I Q II W INN�� 2 II 1 Wh \ Q \I 'aW cc I I H Ni / Q / cc fil � II I: LT LT (CC;-. CRA ii-.R STCR I l/ / ..49' / T-25+ifi Rx I -34 M I ORB INLET / 54' R (Cw.. SAR. J�' RT (Ci� GRAIf)� I I II I ' I LIC W� U (V.) J J • to to ui ~ ui co uj W Q Y 2 Y oc U. U Nm 33�3 �3o3�s� L" 8¢ g��'�p[d p[a p hq� 8 � I R jjg vY�sts=a� S� I WYE TLMIS JL PE PROM MANAGER RL19ERr E. WA( aS PROM SURVEYOR WYE (EINS JL. PE '\PROJECT ENGINEER w lI=Y L COIL A5 PROJECT LANDSCAPE ARCRTT6CT FIRST SUBMITTAL DATE: 7128106 SCALE: 9om.:1•-40' W.:N/A SCALE: 1" = 40' CAUTION LOCATION OF EXISRNG U71LI71ES SHORN IS APPROXIMA7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR TO PROCEEDING WITH COIVSTRUC7101V YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION INHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS STAMP NOT VALID UNLESS SIGNED AND DATED AS -CONSTRUCTED PLANS ' 03-094 (SEE SHEET 1 FOR STATEMENT) POW NO. 210P %B C2016 TRIAD 5 J� PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. CB 927E TYPE 1 W ASH RACK CB &04708 CB 4710 RIM=VC 4742.3R/M=434.34 88'PVC /E2-S1E=422 22227T 8"PCE=7 RIM=434.01 8"PVC IE=430.99 (IN-N) 80PVC /E=430.87 (IN-S 80PVC /E=430.82 (OUT-E) CB AF14709, TYPE 1 ' SCALE: 1" 40 RIM=426.47 8"PVC /E=42355 (IN-W) �' \ IN 0 20 ao IN 8"PVC /E=42349 (OUT-E) \ Y' CB 9216 TYPE 1 W ASH RACK IE-a3a.a0 an / RIM=435.89 8" PVC /E 431.74 (OUT--N) TOP 438.4 TOE 431.2 ASBUILT FINISH GRADE CONTOURS (TYP) sOco TOP 435.7 TOE 429.8� ASBUILT STORM- / STUB (T)P) TOP 435.0 ---�, TOE 430.4 / / �_ __ = `-_______ �/ ' 6. _CB"9223 /=A05 ) (ALIT , _____J If / .-----�_ i l i i / / WILT _ � - '' PATHWAY bERT END" '12"PV0,1t39, r ON i, / / / r r ) Ir lot, IOU, if 11 r I li 1 ILJ I (/N- W) (OUT-E) i 419.42 (lN-W) 419.39 (OUT-E) CONCRETE WALL CONTINUES NORTH SO CO , 1 r _ `�,) z' /' t ` / .. / 3r LT (CM STCR.) TOP 441.E TOII P 436.5 \; \ `\ (% 12.25' LT (CM.. GRAZE) TOE 431.9 TOE 431.4 /'�/ �-�� ,� - /`�' i) r ROCKERY ., MACP 1GM J I \ / ^ �' y 6B /j SD 1 \ - / � „� \ CONCRETE WALL W/CHAIN TOP 441.5 /'� LANDSCAPE ' / / - 39�_ ' = ,/: -Gf/ �I. ./, UNK FENCE ON TOP TO N. TOE 431.1 %-' t36" -7+a n- / : // 7 -C F�t ' SD \ / Li' i/' 131 BLOCK WALL 7D E. SOCO II..z6' IT (CM. SYL`R.) / / c l ' ' i•� } ir \ \ ASBUILT �SRTRM ,' /,:', TOP 4227 4� - \ 1225',LT (CTRr L�A TOE 406.E �,///' TOP 4130 ti' i �:, , S.. .r,/ ' �! 133 \ IN/ - f' ; ' TOE 396.2 I do yG \\ \ / /).� ll / L IN CONCRETE IN, \ \ \ l / - / �' �, \ \ 1 \ / �t , _-/ BLOCK WALL �� , 141 \ \ /' ✓ `� /';.:� , / a5' ' �� " \'/134 \ \I sOCO L ///�� CHAIN LINK FENCE \ SBUILT S TOP 412.9 / \ \/_" \ S/ / / s :/' ♦ 135 \ /ii 4 7QE 395.E SOCO / �� i �.j /. , / / / 70P 472.7 V A ACT / v r/ / TOE 397.7w �i �r / A SDGO Ai ��15BUlL �,87DRM CLEANOUT (TYP) ( � AA •.:✓ - .. 1 /� 'G" �/� � �'/' /' 4' SPLIT RAIL FENCE T00/394.6 �� � Q 394,T TOP 395.E %I, ��� �i i': -'�. :':(i:::::4 /\. \ _ '. ✓: .. �_�/ .\iu % / �X94.Y� w w 7OE�3B6.7 CpNCRE7E , "A" / pr w EtO BLOCK WALL'' 1� iI 4H.$I w S3WH #15940 _ ✓ _ _ _ li i��'. s RIM=394.9L /1� /Al i�.595J / / /_TOP 42,, / .'%7, // LJ TS= � CHAIN UN7C f£1H�' I TAP 40.8 / / '' jYF / �' . T gRAff w d eaac wau w iY" TOW 419r A'(2y8/'/.-' 'CS ROCK£RY� �7 - j' ' Twm cwouNO .tf SDI ACCESSRDA ,M5$41 l`9rJ / R/M=405.52 SBC0il'i 8%W /E=403457 (OUT-W)w w w w w w w WITH RIP -RAP ARMOR _`-TOE ASBIl%CT/5`TOVEM,% ASBUILT FINISH TW GRADE, CONTOURS O /40!t �gK (gip ' "�w / / ' /' OU7FALL P5995 w w ✓ w w w w w w w w w 'TOP 4P4.1 4ICCKE 1E=406I'68 (OUT-E) k ,,-'° /!i�' // / /TC4fOr7 w �CKERYDRAIN w TRACT TT w w w w w w w w ' �/ ��// •'Y / i ;✓ 10 LF LEVEL SPREADER SENSMVE AREA DRAW DAttIGR.T BASEMQNT w w J- w w w w w w w w w ✓ n n n F007ING DRAINS W NERAND Iuu1 wWA LEVEE j SPREADf PER ,,^ DfiAl4 .91EET 42 TYP) 1/1 K �+" 115 2 w w w w w w w w w w w w w w w �• z _ - RIM=39 67 �% w B'PVC IE=39a62 (OUT-W)w w w w w w w w w w w w w 3937 - TOE 3922y ✓ w w w w w w w w w w w w w w w w l�!/r/ 3.5LIT,' 5£xurR ACC6s i/FENCEw MNNIENANCE/TRNL PER �✓ w w w w w w w w w w w w w w w SANITARY SEVER PLAN SET TOP ,794.5 ' 'v- r .i, w w w w w w w w w w w w w w w w w w w p m 39.1 Iuu1 rL w TOP.p394.6 y, w w w w w w w w w w w w w w w w i / TOP 394.E TOE 390.8 „^ yryr np FA 0 !1I/lj_=3B8.Y-(1Rr14� •�: / / / ECO BLOCK WALL IN. W/CWAIN UTJk FENCL�` ' ,/' �-/'/!/- ,i /Jf YE CULVERT END / / �,/ "6// ,� /� w w� 12" PVC392.84 w w w w w w w w w w w w w w w w w w w �� / ?/ /' /� •v w w 1 w w w w w w w w �- / CULVERT END " 12" PVC IE 392,74' �� / � � � / W W W FENCE/RAIL NOTE: PRESSURE TREATED WOOD •� SHALL NOT BE USED. SLOPE TOP OF RAILING I7 I7 Gp /1 /1 CONSTRUCTION, AND HEIGHT LIMITS TO PREVENT WATER PONDING W � U VFOR LIGHTS UNDER LINE AND W17HIN L/S/ L/S/ WALLS ADJACENT TO WETLANDS SHALL BE SHALL EASEMENT SHALL MEET BPA NO CONSTRUCTION 7S ALLOWED IN KING RESIDEN77AL DRIVEWAYS PER CITY OF ALL CATCH BASINS SHALL BE TYPE 1 OUTSIDE 15' BSBL REGU/REMENTS. COUNTY RIGHT -OF- WAY W17HOUT A PERMIT KENT STDS UNLESS OTHERWISE SPECIFIED. FROM THE COUNTY. LOT DRAINS TO BE 6' ADS N-12 OR EQUAL PROPOSED ROAD GRADING PER APPROVED 78" MIN COVER OVER ROOF DOWNSPOUT STORM DRAINAGE MAIN /N ROADS SHALL INSTALL GLEAN -OUTS AT DIREC77ONAL EARLY GRADING AND EROSION CONTROL FALL PR07EC77ON NOTE. • LINES. BE PVC SOR 35, RIBBED. CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERVICE AS ROCKERIES OVER 30-INCHES IN HEIGHT FOR AN GRATES TO BE VANED GWATES POSSIBLE. MAINTAIN 18" MIN COVER OVER FALL PROTECBON. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDATION DRAINS UNLESS OTHERWISE NOTED. p/pE5 SITE SOILS ARE NOT COMPATIBLE FOR ROOF ADJACENT 70 ROADWAYS USE WOOD FENCING SHALL BE SEPARATE DRAINS MAYBE DRAIN INFILTRATION. ROOF LINES WILL FOR REMAINDER. PRESSURE TREATED KUM 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 CLEANOUTS AT ALL DIREC7701VAL ROCKERIES AND ROCKERY DRAINS PER PLANS WEILAND RECHARGE, AS SHOWN, OR WILL TO PREVENT WATER PONGNG. CATCH BASIN SYSTEM. BENDS TYP. OF ALL PIPE SYSTEMS PREPARED BY COLDER ASSOCIATES, INC. BE IiGIR/RED TO THE 5777RM PIPE SYSTEM. CAU77ON LOCATION OF EXISTING UTIUTIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 774£ CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCRON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02016 TRIAD �TD i4ow awawwiri WINE a i.AjlilfwfffltiAaMron 426A15.2000 auaee.eoeBr= eaEAeammevea. NNNANa4Yddea.M YAWOWBAY aeveiopmmt 40 VERNA D its k I'�g' $s M€@«pN<S WYE r iX, P£ PROJECT MANAGER ROBERT E WAWS PLS PROJECT SURVEYOR WYE"S; A.. Pf PROJECT EN000EER .ETiERY L COX ASIA PROJECT LANDSCAPE ARCHUrm PRO SUBMTRAL DATE: 7128106 SCALE: 90RW.: 1'=40' 1IM.:11/A STAMP NOT VALID UNLESS SIGNED AND DAEED JOB NO. 03=094 SEEEP NO. 2 nor 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. s YII I � all I I _� tIlI CUI &m400.OY (IN-W H PA i6" CB RIM, 8" FIVC IE=406.9J ( -- b-M IE=391.60 (IN- .B"bPI�R,iL lE=391.75 (IN- f�\V& 1E-391.71 (IN- T)E=391.49 (OUT- //.i INTi1fFE }74830 / <-T / / �� 12b1 J"6.I (INr�i .� 41 t roftB -A � CULVERT OUTFALL #14631 12101 /E=386.0 (OUT-E) ------------ if j w �.. I' i --------------- �Y1�I 7RaCf7T SENSITIVE AREA J i I - I I N; r� i� ✓ , \ w w / I , f FENCE/RAIL N07E PRESSURE TREATED WOOD SHALL NOT BE USED. SLOPE TOP OF RAILING CONS7RUC77ON, AND HEIGHT LIMITS FOR TO PREVENT WATER PONDING LIGHTS UNDER SPA LINE AND W77HIN RESIDEN77AL DRIVEWAYS PER CITY of ALL CATCH BASINS SHALL BE TYPE 1 WALLS ADJACENT TO WETLANDS SHALL BE OUTSIDE IS' BSBL EASEMENT SHALL MEET BPA REOU/REMEN7S. NO CONSTRUCTION 7S ALLOND /N KING COUNTY RIGHT—OF—WAY W1771OUT A PERMIT KENT SIDS UNLESS 07HERW/SE SPECIFIED. FROM THE COUNTY. LOT DRAINS TO BE 6" ADS N-12 OR EQUAL PROPOSED ROAD GRADING PER APPROVED 78" MIN COVER OVER ROOF DOWNSPOUT STORM DRAINAGE MAIN /N ROADS SHALL INSTALL CLEAN —OUTS AT DIRECTONAL EARLY GRADING AND EROSION CONTROL FALL PROEE_llll.E6iU>ION NOTE. LINES. BE PVC SOR 35, RIBBED. CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERVICE AS ROCKERIES OVER 30—INCHES IN HEIGHT FOR ALL GRA 7ES TO BE VANED GRATES POSSIBLE. MAINTAIN 18" MIN COVER OVER FALL PROTECDON. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDA71ON DRAINS UNLESS 07HERWISE No p/pE5 SITE SOILS ARE NOT COMPA778INE FOR ROOF ADJACENT 70 ROADWAYS USE WOOD FENCING SHALL BE SEPARATE. DRAINS MAYBE GRAIN ADON. ROOF WILL FOR REMAINDER. PRESSURE 7REA7ED WOOD COMBINED AT LOT CLEANOUT JUST SE OVER DISPERSE OVER LEVEL SPREADERS FOR ADD SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH TO ROAD PROVIDE CLEANOUTS AT ALL DIRECTIONAL ROCKERIES AND ROCKERY DRAINS PER PLANS WEILAND RECHARGE, AS SHOWN, OR WILL TO PREVENT WATER PONDNG. CATCH BASIN SYSTEM. BENDS TYP. OF ALL PIPE SYSTEMS PREPARED BY COLDER ASSOCIATES, INC. BE 77G (LINED TO THE STORM PIPE SYSTEM. SEE SHEET 22 /i / vv CULVERT OU7FALL J14766 12101 7E=366.3 (OUT-E) —0- SCALE: 1" = 40 0 20 40 w CAURON LOCA77ON OF EXlS77NG U77U77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA7E OR ALL INCLUSIVE IT IS 774E CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING W17H CONSIRUCBON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS —CONSTRUCTED PLANS (SEE SHEET T FOR STATEMENT) 0201E TRIAD ASSOCIATES �NN411Aa•Wm•N WINE a i.AlY:emlmMwAron 426A15.2000 ��� 7'�77 O V V B�� T nw IL-11 A 40 VERDANA Z M� WY E ! X, PE PROJECT MANAGER RORERT E WAWS PLS PROJECT SURVEYOR NOY E "s; A... PE PROJECT ENGRM .EfFERY L = AAA PROJECT 1,9414CAPE ARCHITECT FUM SUBMITTAL DATE: 7128106 SCALE: 90B0.: Y=M' vw:N/A STAMP NOT VALID UNLESS SIGNED AND DAT® JOB NO. 03=094 'T' NO. 22Aor76 42l 41l N W LLJ 4002 N Z 39( ELI 37( PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 420 PW STA - 28+ .22 00.00' M A PN STA 27+01.81 PN ELE 38518 s fmao, VC 4 e G 410 a n n 11 Rlw 1 yI OED/OAIIO yw, Y �'Yi �Ni day Y Y _ O 2.003 LOW P0NI ELEV = 394.55 5F'5yyS y LOW FONT STA - 25+M41 m W F / PN ST = 25+06.41 27 .00' It Y % + /i NLET 3�42 o12' IS 41M.3P 400 PROPOSED INISN GRADE AT FRDA 4 / � 4 / n / 46 12' � 103' 12, 0 O 31--24' 184'-24' D.l. O o0.41Z Q9�✓-2%Y° p1 0539 / / 3-39 \7'-24 D.I. ®a WA -_- -- 70 N --- -- ------- _ z IE eB 0 3MGM — - IYPE ll 48' .�.I84 (E TI CEI 3-41 r E n-48' EL JB&50 W 24 RWND D LOOYY/NG �.--- W 24 ROUND SOLID LOCK - _ TOP 1B69340010 / TOP '96B 4011f 0 \ / \ 12• IE 3 .91- 39276 / 12• IE W)403.60 CB 3- Il'PE / 15' IE 3 ..66 39222 / 34'- 2' (WT5/D DROP PER W \� fill. / / \ 4' IE MI.91- 391. S 1918 DETA74 EET 42) INR WRB INLET 394 30 ` I W�, 9 \ CB -40 12' IE 3 4.22 (SNE),ma,d RECWMENOA7IMS // EXI 0NG GRWND R 400147 (5) 24' lE D.L 389. 0 (W) 1 I 11' PIC 24 IE 9.82 (E) I AND PER CB 3- 11-48 /-- -� AT ROAD 623 1 I I .d6 '2 \ / 'Q 5/DET IE 1T' /E 92.35 (J 4'-12' D.L 1 I Too OF ??0y24• IE L 391. (NE) ; I J91. 24' IECB (SW) P A SE Al 9. SM 4.12 EL, 3BLftT 7 m WRB INLET 3B0 12' lE D.1391.2 II CB 3 1- • WTIVI8. TOP 394,19 7 24- IE D.I. 390,24(W) O t88 24' IE J9C TYPE l- 19 (E) __ r ______ _____________ 8 Tp^ 12' 37 396.31 39299 - 24' IE 389.69 D.l. 389. 2 (- 24 IE 389.46 (E) -------- ---- -------, PHA (SEE PLAN SHEET 21) SE 296 H PLACE 370 PROFILE SCALE 1'= 40' HORIZONTALI 1'� 4' VERTICAL PRDAT SH GRADE EL T TW EL AT ry 24+00 25tUU 27+00 NG LO (E-our) AS —CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) DUCTILE IRON PIPE SHALL BE CLASS 50 MINIMUM. WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SEI) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS. LOCATION OF EXISTING UTIUTIES SHOWN IS APPROMMAX AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 7HE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCATION OF UTILITIES PRIOR TO 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 SUBSTAN77AL REPAIR COSTS. M 430 420 410 RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS CONSTRUCTED. UTILITY CROSSING ELEVATONS ARE ADJUSTED IN AS -BUILT COND117 NS ONLY lF A SGNINCAN7 ADJUSTMENT WAS MADE ICJ A UTILITY DURING CONSTRUCTION OR /F MINIMAL CLEARANCE RESULTED. �Wj �RIAD Tsa Ji0w MS Mw SUYAI WmbMe, WA0pr1 42.S41fi.Z000 axbesosam eo0.N9.otbatu M1ee Ve TKxwTK.LINYc\�Tna JW��M� e`yT Jl �LL�\�0��development �11j/. " u \/,I' VLkDANA 0 2 to 3 2 Y 6 Zf 3! G 3! 6 S 3! r 'tl �$e ROY E. LEMS A. PE PROJECT MANAGER ROBERT E. WALLIA %S PROJECT SURVEYOR ROY E. LEW$ .., PE PROJECT ENGINEER .£EERY L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: �.: 1'-40' M.: 10-4' STAMP NOT VALID UNLESS SIGNED AND DAT® JOB NO. 03-094 suff NO. 25oF76 ®2016 TRIAD e 2 04 m ' + �i zw rrg�p$ r� NW ^IW p+ 14 nI p.W PROPOSED 9.40E GRADE AT ROAD 3 T90\\ 0 3 \ ..55 1�`IE 3H.WI10 - "sn VG GI ND AT ROAD TOP d9d-.9F W 12• fE;9a a .>ao.72 (sE-Av) w0 / .M w 3 PH SE 4 (SEE PLAN SHEET 20) 121ST PLACE SE (TURNAROUND) PROFILE SCALE 1 = 40' HOR/ZONTA 1'- 4' VERTICAL EM PROPOSED fNISH A fL T TYP EL. AT b O 0 M M ri FCSR9 2+00 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LOW POINT ELEV - 394.25 LOW POINT STA - 1+50 PW STA - 115 F90 fez 5E HIGH POINT - - 44&27 HIGH PANT TA - 1Z+49.97 PN STA 12+4Z52 PN 449.25 --J_ I111 I NPRO flf � -I.WX GRA AT W }ZL 430 ^ - ----- ti 11 IE 419:M 42969 SW) i IE 429,64 (NW&5 12- IENT 30.08 i12'lE 42J51 (NW) PHE1 12" I£ 353 (NE) 15• E 423.25 (SW) (SEE 15116117) fa" E 42293 (SE) NT 4.i5' N� urr.w rrw. 4 90E 39704 _ ---- -- 39332 (OUT E) / -- -- 39342 (IN-3) __-� 8; 0.389. O IN _ _ 440 E. 1=��� -- T Arp-f1'Fi 1�.U4u2. p - 12• IE H.. f2441.2(N) 12" IE 441.91 (E) 4 -TYPE II-48• I 09681E 2.ft 9 W SOLID LOCKING LID i 1 TOP 112 TOP 12• IE 44189 441.20 (S) 44 -- IE 12' IE 44250 , X C& 777 437,08 £X CB 8252 TYPE TOP 441.01 I EX CB 8242 E I ID LID PHA E 1 92 120 08.681E 041 e INSTALL NEW SO 12" IE 4 7.55 CUP (E) TOP 441.80 pR LE SCALE CS - TwE - - 12" IE 4JZ5J CMP (NE) 12" IE 43908 C P (N) ( PLAN SHE I6) TOP 44577 NEW 12• E (SPj A 8.06 1 HORIZONTA 12• lE 440.79 (E) OR 2M TYPE F— I-= ' VERTICAL E 288T STREE FRONTAGE i2" IE 44.82 (N) t TOP 44Pie " LESS THAN i.0' CLEARANCE BE PIPES WILL REQUIRE FOAM PAD OR Z ' O 43 (W 12" IE 438.21 LAP) SAND WEDGE PER CITY OF KENT STANDARDS NSTALL DOW- TAM IW WW WRET I vPE WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE 114 I EXH4#4M 430 20 �4S w 424.10 12"l 420. AS 12" IE 418:66- 41 62 (SEI) 12- IE 41860 (NE) 24" IE 417W 41 59 'nna5 24" IE 41Z54 (SW) 400 AX SGO 7ai' I I/430 390 TOP 39)'gq00 6" IE MF. Wj9jJg (IN-W) 120 IE 393.58 BOUT-N) fY-IT" - O -- 1,459 PHA 3 N SHEET 18) LE S LOUR 380 PHA �E 2 (SEE PLAN EET 16) 120TH WAY SE 420 3-140 PROFILE SCALE 420 42533 42526 25'-12• i = HORAZONT 4zz67 ' IE a23u 1 4' VERTICAL 42213 1 " IE i12.15 ®0 £XISDNC GkNIwA NO CB 3-1 9 EL. AT TOP 425.33 PROPOSEDDE 6•lE 42255 EL. AT 12" lE 421.90 SE 12 IE 42 ]8 5W 12" IE 42 95 (NE) RAMELEVATIONS CAN BE UPDATED DUCTILE IRON PIPE SHALL BE CLASS ONCE THE FINAL ASPHALT LIFT IS 50 MIN/MUM. AOE CONSTRUCTED. caunON UTILITY CROSSNG ELEuA77ONS ARE LOCATION OF EXISTING U7IU7/ES SHOWN /S APPROXIMATE ADJUSTED IN AS -BUILT COIVD17701VS o AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE ONLY lF A SIGNIFICANT ADJUSTMENT m CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCH LION WAS MADE TO A U77LITY DURING OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCT70N. CLEARANC R UL /F MINIMAL YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO CLEARANCE RESULTED. FULL BUSINESS DAM BEFORE BEGINNING EXCAVA7701V WERE ANY UNDERGROUND U7IU77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02016 TRIAD /T sOcMAD lATcs 0111 a9lNIwnI MINX ai.AY:nmlmMwAanT2 426A152000 4ffiNI.EOmIn IaoAeammevea. �T� nnWAMAYY4�x.M IL- WVVBA developmmt 40 VERDANA W a I _ a _- E@ e;« ®4444a WY E LEIMS X, PE PROJECT MANAGER ROeERT E WAWS PLS PROJECT SURVEYOR WYE"s; A... Pf PROJECT EN000KER .EfiERY L COX AAA PROJECT LAIMSCAPE ARCHITECT PIHRT SUBMITTAL DATE: 7128106 SCANS: 90R6.:1•=4O' Y6P.:1"=4 STAMP NOT VALID UNLESS SIGNED AND DAM JOE NO. 03=094 SHEET NO. 27or76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. I �n c c U LOW PO/NT ELEV - 397.89 LOW PANT STA = 10+50 .i PN STA - 10+50 F PW ELEV = J97.64 �i K 8� rv2� o- PROPOSED KNISH E ROAD CRADE AT = T{/f/ —1.aox ' DO% _o �� u p ce a-2T ,� roou),) 390 - W U N 4 TOP 4Y IE / \ \ / / W SOLID LOCKING LID \ / TOP � J9 19'-i2• 12B 12- /E3936P.i " (N-N) / W -0.7ST / Midi (E-«In 3-22 / W IHRU CURB INLET / EX BNG GROUND TOP ;99• 9 M7.n / AT ROAD 6- IE-d F.69 12" IEdB44P, ;Ij (E-OUT) 380 PHA SE 4 (SEE PLAN SHEET 20) E PROFILE SCALE 7 = W HORIZONTA 1 L 4' VER77CAL I PROPOSED ONISH GRAD£ EL. AT TM EL AT IYP n� h h h� hiyj h� hu�j hugj h h KL1010. EL+lIIf19 DUC77LE IRON PIPE SHALL BE CLASS 50 MINIMUM. WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE mmmi PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE LOCA77ON OF EXIS77NG U77U77ES SHOWN IS APPROMMAX AND MAY NOT BE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER ACCURATE OR ALL INCLUSIVE IT IS 7H£ CONTRACTORS RESPONSIBILITY TO DESIGN. FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR 70 PROCEEDING WIN AS -CONSTRUCTED PLANS CONSTRUCTION YOU MUST CALL GINNING XCAVA77 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY SEE SHEET 1 FOR STATEMENT LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN SAND WEDGE PER CITY OF KENT STANDARDS BEARING SUBSTAN77AL REPAIR COSTS. IIC149 400 390 380 RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS CONSTRUCTED. UTILITY CROSSING ELEVATONS ARE ADJUSTED IN AS —BUILT CONDITIONS ONLY IF A SIGNIFICANT ADJUS7UENT WAS MADE TO A UTILITY DURING C0NS7RUCON OR /F MINIMAL CLEARANCE RESULTED. �Wj �T 6 Ji0w MSWmin Mw SUYAI WmbMe, WA0 42.S4,fi.Z000 axbesosam iMM4b.0/6B W M1ee LINY�aWM development \'1'1'/' k D A N A Lw o U Q ? Q Q O CL o) W" LO Q c v M Q . O oQ �Qa �� ~�Lu � � Y � j OT � �1 Q to1u O 4 � h � o � m > ti w U G if if 3s�3l if if `�$ 3 egg k k d YPIP a� ROY E. "S A. PE PROJECT MANAGER ROBERT E. WALLIA %S PROJECT SURVEYOR ROY E. LEW$ PROJECT ENGINEER ,£EERY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: 9 .;10-40' YMR.; 1'-4' STAMP NOT VALID UNLESS SIGNED AND DATED SM"0 280E76 02016 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. RIM ELEVATIONS CAN BE UPDATED ONCE THE RNAL ASPHALT LIFT IS CONSTRUCTED. DUCTILE IRON PIPE SHALL BE CLASS 50 MINIMUM. PIPE SLEEVE DIAMETERS MAY BE ADJUSTED ONCE SIZE IS VERIRED WITH MANUFACTURER. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS UTILITY GROSSING ELEVA7101VS ARE ADJUSTED IN AS -BUILT COIVD17101VS ONLY IF A SIGNIFICANT ADJUSTMENT WAS MADE TO A U77LITY DURING CONSTRUCTION OR IF MINIMAL CLEARANCE RESULTED. WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. �i0_MAD ISs JMSWmMRE �E SUYA� WmbMe, WA0pr1 42S41fi.2000 axbesosam eo0.N9.otbatu M1ee xw'.YtlYsatlaMM Jl �LL�\�0��development �11j/. J� u \��I' �LkDANA Z Q Q O cc 0 i 3 2 Y �e�e$e3�33 3 kk ROY E. I A J., K PROJECT MANAGER R(MERT E. WAWA %S PROJECT SURVEYOR ROY E.[WM ...P PROJECT ENGINEER .EFTEFYL COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: RURE.:10-40' YMR.X-4' STAMP NOT VALID UNLESS SIGNED AND DATED AS -CONSTRUCTED PLANS (SEE SHEET T FOR STATEMENT) 02016 TRIAD JOB NO. 03-094 SM NO. 34DE76 P F PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. FIN ?0 IO 0 DUCTILE IRON PIPE SHALL BE CLASS SO MINIMUM. ' RIM ELEVA77ONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER U77UTY CROSSING ELEVA77ONS ARE DESIGN. ADJUSTED IN AS -BUILT CONDIRONS ONLY lF A SIGNIFICANT ADJUSTMENT WAS MADE TO A U77LITY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONSTRUCTION OR /F M/NIMAL SAND WEDGE PER CITY OF KENT STANDARDS. CLEARANCE RESULTED. M �Mj CAU77ON LOCA77ON OF EXIS77NG URURES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCARON OF URURES PRIOR TO PROCEEDING WITH TWO AS —CONSTRUCTED PLANS �SBUSINESS DMUCTION AY MBEFORE BEGINNING EXCAVUST CALL A7701V WHERE ANY NOT LESS N (SEE SHEET i FOR STATEMENT) UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. �T s Ji0w MS Mw SUYAI WmbMe, WA0 42.S41fi.2000 axbesosam eo0.N9.otbatu M1ee xw'.PINY�aWM Jl �LLdevelopment �\�0���11j/. J� u \��I' �LkDANA 0 i 3 2 Y �i��e$3e3s5 ti 3 NI •Mll `tea==t a:mC� ROY E. I A J., K PROJECT MANAGER RO T E. WAWA %S PROJECT SURVEYOR ROY E. [ WM PROJECT ENGINEER ,£ Y L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: VORN.; 10-40' M.; 1'-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 suff NO. 35D►76 02016 TRIAD 0- TOP 6'71 12" 15, 24" PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. / ��� SNNC GROUND T PPE \ \ P FNI \ GRADE AT o \ / 2. a400 105'-15" 6' 0.80 LIB'-I5' O 0.8 I z—. TOP 405 12" lE J.,E _ .65 t ..6S 40 0. .ir 20J I- 15' IE a,E dA6.f w n 9678 9663 CB 2- 871PE II-46' W SOU TOP LOCYONC LID 13 LOCKING LID IE 39S9S 95,88 W 9 (MATCH X. GPOUNO) ITJP 'ft FG) IE j rzw 15"MAIE lE 7.91 28'-15" 0.60% SO -w CB 2-30 T CB 2-4 CAAONVE NCE SYSTEM PROFl SCALE EL a&Isn NPE rro 1 = ORIZONTA (SEE PLAN SHEET 17) 0 N V1 - O q 0 O O O O O O ON LONER ENO. LOCALE LADDER SR S BELOW. V SECT/ON A -A CB 4-1 DEBRIS CAGE STRUCTURE NOT TO SCALE 410 ram 1I-48" 9/ 8.46 821 1N 396.50 LL�1— ZING BNISH Inow. N 54" 0/A i 4 429.04 42671 R/W t� AS —CONSTRUCTED PLANS (SEE SHEET i FOR STATEMENT) DUC77LE IRON PIPE SHALL BE CLASS 50 MINIMUM. WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SEI) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS. CAU77ON LOCA77ON OF EXIS77NG U77U7/E5 SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA IF OR ALL INCLUSIVE IT IS 7HE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WIN CONS7RUC7EON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS CONSTRUCTED. U77U7Y CROSSING ELEVATONS ARE ADJUSTED IN AS -BUILT CONDITIONS ONLY lF A SGNIFICAN7 ADJUSTMENT WAS MADE ICJ A U77LITY DURING CONSTRUCTION OR /F MINIMAL CLEARANCE RESULTED. �Wj �i0wRLAD T6a JMSWmY6RE IE SUYAI WmbMe, WA0pr1 42.S41fi.20W /i5.40BT.DYW eo0.N9.otbatu M1ee xw'.YtlY®tlaMM Jl �LL�\�0��development �11j/. J� u \��I' �LkDANA co W cc rCL V Qm Zto Q Cc Q OQ Z Q O Q O cc Q cc O LO U M J � • O O Q � W • rc Y C^ � 41 cz O i ca 2 Y ti 3 ap° k ROY a I wI 3t. PL' PROJECT MANAGER RO T E. WALLIA %S PROJECT SURVEYOR ROY E. LEW$ F., PE PROJECT ENGINEER .£ Y L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: 10W.; 1'-40' YMR.; 1'-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 weer NO. 400E 76 ®2016 TRIAD PAVEMENT ALTERNATIVES PUBLIC ROADS PRIVATE ROADS 3" CLASS B 2" CLASS B 4.5" ATB 3.5" A7B SUBGRADE SHALL BE COMPACTED TO 95X MODIFIED PROCTOR DENSITY (TYP. ALL SUBGRADES) 19 MAX TOP COURSE SWEET NAMES [ STAAON ROAD A: SE 290RD WAY 1+00 - ?1+5&04 121ST STREET SE 11+5504 - 20+62.29 SE 296174 PLACE 20f6229 - 29+90.70 X01D & 122N0 STREET SE f+X - 122N0 WAY SE S+GIB - N+I MNB29 9 N SE 2 SE 92N0 WAY 1+16 - J+16 WAY - Ii+X SE 2B9M PLACE SE 28 LA 11+ 1/fX - 13f IA7] MOTH STREET SE 1+X - 10+9ZM SE 292ND WAY 10+9].32 - 18+M.74 RACE ow 1207H WAY SE 1+00 - 10+9S01 EWAAF "IT 121ST WAY SE 1+00 - 11+22 SE 289M PLACE 11+22 - 13+0160 ALLEY X 1+00 - 15+02.n ALLEY G 1+00 - 5+29.90 TRAcr 122ND PLACE SE 1+00 - 6+47M TRACT SM S 29MD SORES 1+00 - 4+4818 TRACT SE 1-13887 SE29M STREET 13+887- 14+42. ]0 TRACT 1PLACE W 1+X - 5+41.66 TRACW_T A SE 294M COURT 1+00 - J+3].5f TRACT Wv- % 295M COURT 1+00 - 2+80.50 TRACT AAA • 121ST PLA SE 1+00 - 9+0AB9 TRAc97M SE 297M TREE f+X - 6+4BJJ TRACT 4Y.T I20W LYN/RT SE 1f00 - 2+40 A• I iBW PUCE SE 1+X - 9+97 SE 299M WAY 1+X - 10+WAID W fif xJ 2% TRACT PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. R-I GENERAL CONSTRICTION NOi£5 2R ROAD A PUBLIC ROADWAY SECTION WITH LANDSCAPED MEDIAN (RESIDENTIAL COLLECTOR) NOT TO SCALE PUBLIC ROADWAY SECT/ON (RESIDENTIAL ro COLLECTOR) NOT 1X_ / ROAD B PUBLIC ROADWAY SECTION (RESIDENTIAL STREET) NOT TO SCALE (PARKING ON DIVE SIDE) 1%MAXMAX f`_MAX 1%MAX CY MAX TRACT £ S IEWALK / WT1ER Y3' MIN COMPACTED DEPTH MINUS CRUSHED TYPICAL TRACTS TOP COIRSE CLASS B ASPHALT CMWEX 2" MIN CITMPACIED DEPTH PR/VATS ROADWAY SECT/ON CRUSHED SURFACING TOP ON/RSE NOT M SCALE 4" MIN COMPACTED DEPTH #UNLESS SPECIFIED _. _ SEE PLAN FOR SIDEWALK LOCH ROCS - SOME ROADWAYS DO NOT NAVE SXWAW9 ALLEYS A. C AND FIRE ACCESS PRIVATE ALLEY EASEMENT NORTH NOT TO SCALE 3-002) r TRACTS GG, L. S-(D), S-0, V-(A), V-CBI, W-(AI, W-(B), AA-(C) AND AA -(DI PRIVATE TRACT SECT/ON NOT TO SCALE SEE PLAN FOR SIDEWALK LOCATIONS - SOME ROADWAYS DO NOT HAYS SIDEWALKS.! ME FOLLOWNG TRACTS AND ROADWAYS DO NOT HAW SIXMALK�, - ALL SEVER MAINTENANCE ROADWAYS - ALL FIRE ACCESS TRACTS - ALL HAMMERHEAD TURNAROUNDS - 120M COURT SE - SE 297M STREET TRACTS AA-(C), 5-(E), W-(B), L, V(8) AND A SAND BLANKET SHALL BE APPLIED PER KGRS SECTION A01F A I INCH FULL /MOW OVERLAY SMALL BE REQUIRED. DHE OVERLAY MAY W WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR OHANNEZIZARON REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY RHE COUNTY ROAD ENONEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRATF REPAIRS TD TIHE EMSTNG SUBGRADE BASE MATERIAL AND SURFACING SHALL BE MAX PRIOR W PLACING THE OVERLAY. OF KENT AND 2. PRIOR M ANY CONSTRUCTION ACIIWN THE CONTRACTOR SHALL ATTEND A PRE-CONSMUCON CO/FERENCE WEN CITY OF KENT CONSTRUCTION AND INSPECTION PERSONNEL. THE CONTRACTOR SHALL SCHEDULE THE PRE-CONSRUCTION CONFERENCE AT 253-856-5500. PRIOR TO SCHEDULING WE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR TRAFFIC CONTROL PLANS (iCP), TEMPORARY EROVONIiEOMENTATION CONTROL PLANS (TESCP), CONSTRUCTION AND PERFORMANCE BONDS AND PROOF OF INSURANCE COVERAGE y;�IJ9;Z•l �Y•l5/.I:F�!DF91-ia<::ZN./�'d)R]/y:;:Ia:/aiaadiTF9LaTLBt!•:TIF3/:/3a•:daKi�� A ALL SEE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WIN APPROVED PLANS ANY DEVIATION FROM APPROVED PLANS WILL REWIRE PRIOR APPROVAL FROM THE OWNER, ME ON ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES S IF SHALL BE TIME SOLE RESPONSIBILITY OF THE CONMACTOR TO OBTAIN STREET USE PERMITS AND ANY OTHER RELATED PERMITS PRIOR TO ANY CWSMUCTiON ACOWN 6. IT 15 ME SOLE RESPONSIBILITY ON THE CONTRACTOR TO INDEPENDENTLY VER/FY ALL KNOW UPLIFT LOCATIONS AND TO &SCOTER AND AMD ANY PREWWSLY UNKNOWN UTILITIES THAT MAY BE AFFECTED. THE CONTRACTOR SHALL CONTACT THE UNXRGROIND URURES LOCA770.N SERWCE (1-BW-424-555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ME OWNER, OR HIS REPRESENTATIVE AND ME CITY ENONEER SHALL BE CONTACTED IMMEDIATELY WHEN C0AiFUCT5 ARE FOUND 10 EYIST. 7. ME CONTRACTOR SMALL KEEP ON -SITE AND OFF-SIE STREETS CLEAN AT ALL TIMES BY CLEANING WITH ONSINARON SWEEPING AND VACUUM IRUM.. WASHING OF STREETS WLL NOT BE ALLOWED WMDUT PRIOR ON OF KENT APPROVAL. 1. ALL STORM DRAINAGE IMPROVEMENTS SMALL BE CONSTRUCTED IN ACCORDANCE WIN THESE APPROVED PLANS ANY XWARON FROM THESE PLANS WLL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE ON ENGINEER AND OMER APPROPR/A IF PUBLIC AGENCIES 2. IT IS ME SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY KNOWN URUN LOCATIONS AND DISCOVER AND A VOD ANY PREVIOUSLY UNKNOWN URUTIES ]HAT MAY BE AFFECTED. ME CONTRACTOR SHALL CONTACT THE UNDERGFO/ND URLTDES LOCATION SERWX (1-800-424-555) AT LEAST 4B HOURS PRIOR TO CONSTRUCRW. THE OWNER, OR HIS REPRESENTATIVE AND ME ON ENGINEER SHALL BE CONTACTED IMMEDIATELY MEN A CONFLICTS 15 FOUND TD EXIST. 3. ALL STORM DRAINAGE SRUCTURM AS DESYLYJATED IN ME PUNS, SHALL BE ONE OF ME FOLLOWNG A YARD GRAIN - ASSOCIATED SAND AND GRAVEL W-10, OR EQUAL B. INLET - WSDOT STANDARD PUN B-4: ASSOCIATED SAND & GRAVEL CB-17, OR EQUAL. C. TYPE I-C CATCH BASIN - CITY OF KENT STANDARD DETAIL 5-7. ASSOCIATED SAND AND GRAVEL W-IS OR EQUAL D. TYPE I-D CATCH BASIN - ASSOCIATED SAND AND GRAVEL CB-6, OR EQUAL E. TYPE Il, 48 INCH DIAMETER CATCH BASIN - ON OF RENT STANDARD DETAIL 5-B(A) (CUM MINIMUM 24 INCHES DEEP SUMP BELOW INVERT): ASSOCIATED SAND AND GRAVEL C13-19, OR EQUAL F. TYPE ll, 54 INCH DIAMETER CATON BASIN - ON OF KENT STANDARD DETAIL 5-8(A) (WIN MINIMUM 24 INCHES DEEP SUMP BELOW INl2RT): ASSOCIATED SAND AND GRAVEL 54 INCHES PRE -CAST CATCH BASIN OR EQUAL G TYPE lL T2 INCH DIAMETER CATCH BASIN -DIN OF KENT STANDARD DETAIL 5-8(B) (WIN MINIMUM 24 INCHES DEEP SUMP BELOW INVERT): ASSOCIAEO SAND AND DRAWL 72 INCHES PRE -CAST CATCH BASH OR EQUAL H. SPECIAL CATCH BASINS OR DRAINAGE STRUCTURES SHALL BE DETAILED IN THESE PLANS NOTE ALL UNIT COVERS SHALL BE PER ON OF KENT CONSTRUCPW STANDARDS AND ALL SIRUCURES III= MAN FIVE FEET (RIM INVERT) SHALL BE TYPE 11 AND EQUIPPED HIM M/NCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER, PER ON OF RENT CWSTRUCTIW STANDARDS. A ALL STORM SEWER MANHOLES AND TYPE II CA TO/ BASINS SHALL BE PER ON OF KENT STANDARD DETAIL 5-B(A) AND/OR 5-S(B) OF ME KENT CONSTRUCTION STANDARDS WIN ECCENRRIC CONS AND N S ALL FRAMES GRATES AND/OR SOLID COVERS SHALL BE CAST IRON OR WCRLE /ROC AND SHALL MEET ON OF KENT CONSTRUCTION STANDARDS A STANDARD FRAME AND GRA IF - ON OF RENT STANDARD DETAIL 5-1(A) AND 5-1(B): OLYMPIC FOUNDRY GO Na SM60 D/T OR EQUAL. B. SELF-LOCKNG VANED GRATE - ON OF KENT STANDARD DETAIL 5-1(D): OLYMPIC FOUNDRY X. NO SM50-SL OR EQUAL. C. SCUD, LOCKING. RECTANGULAR COVER - ON OF KENT STANDARD 5-f(C): OLYMPIC FOUNDRY X NO. W605 D/T OR EQUAL D. 5YTU0, LOCKING ROUND COVER - CITY OF KENT STANDARD DETAILS 4-5, 4-6(A) & 4-6(8): OLYMPIC FOUNDRY CO NO. MHJO D/T, OR MHM WIT RESPECTIVELY, OR EQUAL. NOTES (1) ALL GRATES SHALL BE MARKED 'WTRALL TO STREAM - DUMP NO POLLUTANTS' (2) ALL SOLID COVERS SHALL BE MARKED 'DRAIN'. (3) ALL GRATES SMALL BE DEPRESSED 0.04 FEET FROM SURROUNDING CURB OR PAVEMENT TO /NSURE ADEQUATE DRAINAGE (4) ME PAVEMENT ADJACENT TO ALL GRAZES AND GIVERS HILL X PAINTED USING WE STANDARD POLLUTION PREVENTION SIENOL DUMP NO WASTF (RSH SYMBOL) DRAINS TO STREAM STENCILS ARE AVAILABLE AT ME ON OF KENT ENGNEER/NG & CE, LOCATED AT 400 WST GONE KENT, WASH/NGTLM. NOTES. 4 OLYMPIC FOUNDRY SELF-LOO( VANED GRATE SMW5SL IS AN ACCEPTABLE ALTERNATIVE SUBJECT TO APPROVAL BY ME ON ENONEU. ll. USE WIN TWO LOCKING BOLTS 5/9 INCH DIAMETER 11 UNC-2A STAINLESS TYPE W4 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2 INCHES LONG AS SPECIFIED. NIL MAZER/AL IS DUCTILE IRON ASIM ASJ6 GRADE W W-W. IV. IOUMALL TO STREAM - DUMP NO POLLUTANTS' MAY BE LOCATED ON BORDER AREA. COVER SPECIFIED BELOW AND SHALL BE ADEQUATELY PROTECTED DURING O NSTRUCRON. (REFER TO ME MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM GIVER FOR HEAVY EWIPMENT LOADINGS) A. DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 5(1, AND 16 INCH MRDUGH 24 INCH DIAMETER PIPF SHALL X CUSS 52 ALL IN ACCORDANCE WIN USA STANDARD A-21.1 (AMA 0-51). ALL PIPE ✓OINT5 SHALL BE PUSH -ON, MECHANICAL OR FLANGED. MINIMUM COVER IS 6 INCHES B. CONCRETE - 4 INCH MRWGH 12 INCH DIAMETER RPE MAY X NON-RENFOROD, BELL AND SPIGOT WW RUBBER GASKET "NM,, CONFORMING TO ASTM C-4 (CLASS II). ALL CONCRETE PIPES 18 INCH MRWdH 36 INCH DIAMETER SHALL BE CLASS IV REINFORCED, BELL AND SPIGOT WM RUBBER GASKET "N1S CONFORMING TO ASM C-76. MINIMUM COVER IS 2 FEET. D. HELICAL CORRUGATED ALUM/NUM PIPE (HCAP) - 6 INCH IHRWGH 18 INCH WME/ER FIRE SHALL BE 16 CAUSE MINIMUM WIN 2-2/J INCH X 1/2 INCH CORRUGA DONS REFER TO DETAILS IN WESE PLANS FOR ANY PIPES LARGER THAN M INCH &AMETEK. MINIMUM COVER IS ZO FEET. E. HELICAL CORRUGATED STEEL PIPE (HCSP) - 6 INCH THROUGH 36 INCH PIPES SHALL BE AT LEAST 16 GAUGE WIN 2-2/3 INCH X 1/2 INCH CORRUGATIONS ALL STEEL PIPES SMALL BE GALVANIZED AND PROTECTED BY ASPHALT TREATMENT 1. REFER TO DETAILS /N WESE PLANS FOR ANY PIPES LARGER MAN M INCHES IN DIAMETER. MINIMUM GIVER a 2 FEET. 7. ALL PIPE BEDDING SHALL CONFORM W CUSS F DESIGN FOR FLEXIBLE PIPE (LE PVC HCAP, HCS'P, OR ADS). ALL RIGID PIPE (I.E DUCTILE IRON OR CONCRETE) BEDDING SHALL CONFORM TD GLASS B FOR PIPE COVER GREATER THAN JB INCHES OR APWA TYPE 'B' FOR PIPE COVER LESS THAN J6 INCHES BEDDING MATERIAL SHALL BE 5/8 INCHES MINUS CRUSHED ROCK FOR ALL PIPE EXCEPT FOR DUCTILE IRON. BEDDING MATERIAL FOR DUCTILE IROV PIPE SHALL MEET ME REQUIREMENTS OF ME ON OF KENT SPECIAL PROWSONS. B ALL TRENCH BACKFILL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF ME MAXIMUM DRY DENSITY PER ASTM D-I557 (MODIFIED PROCTOR). ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DRY DENSITY. 9. CWSMUCTION LF XWATERING (GROUNDWATER INTERCEPTION) SYSTEMS SHALL BE IN ACCORDANCE WfIH APPROVED PLANS 11. ALL REIENTION/DE/ENTIW FAOURES WILL BE INSTALLED AND IN OPERATION PRIOR M,, OR /N CONJUNCTION WTH, ALL CONSTRUCTION ACPWTY UNLESS THAT ACWTY EXCEEDS THE CAPACITY AND INTENT OF THE EROVON/SEDIMENTADW CONTITOL FAWN, OR UNLESS OIHERWSE APPROVED BY TIME ON. IJ. &O-FILMATION SW4LES AND/OR FILTER STRIPS SHALL BE O NSIRUCTEO, BEDDED OR SEEDED AND IN OPERATION PRIOR M. OR SODDED /N CONJUNCTION HIM, ASPHALT PAWNG THE VEGETATION IN ME WO-SWALE MUST BE WELL ESTASUSHEO BEFORE PAWNG BEGINS SILT FFNcs INSTALLATION NOES 1. THE FILTER FABRIC SHALL BE M/RAFI ]COX OR APPROVED EQUAL AND SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT M THE LENGTH OF THE BARRIER M AMD USE OF JDINTS. MITI JDINTS ARE NECESSARY. FILTER FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WIN A MINIMUM 6-INCH OWRU .. AND BON ENDS OF ME SPLICE SHALL BE SECURELY FASTENED TO ME POST. 2. THE SILT FENCE SHALL SE INSTALLED M FOLLOW THE CONTOURS WHERE FEASIBLE FENCE POSTS SHALL BE SPACED BETWEEN FOUR AND SIX FEET APART AND PLACED SECURELY INTO THE GROUND TO A MINIMUM DEPTH OF 18 INCHES J A SHALLOW SWALE SHALL BE £XCA VA OD, ROUGHLY &X INCHES WIDE AND SIX INCHES DEEP, UPSLOPE AND ADJACENT TO THE HOOD POSTS TO ALLOW ME LOWER EDGE OF FILTER FABRIC TO BE SECURED WIN GRAVEL 4. WHEN FLIER FABRIC NOT AS STRONG AS MIRAFI 700X IS APPROVED FOR USE A HIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY M WE UPSLOPE SIDE OF WE POSTS USING HEAVY DUTY HERE STAPLES AT LEAST ONE INCH LONG, TIE WRES OR HOG RINGS ME HIRE MESH SHALL EXTEND INTO ME SHALLOW SWALE AT LEAST FOUR INCHES AND SHALL NOT EXTEND MORE MAN M INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE MIRAR 700X FILTER FABRIC SHALL SE STAPLED OR HIRED TO WE FENCE, AND AT LEAST 20 INCHES OF WE FABRIC SHALL BE LAID INTO WE SHALLOW SWALE WE FILTER FABRIC SHALL NOT EXTEND MORE MAN 36 INCHES ABOVE ME ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED TO TREES 6. ME SHALLOW SWALE AND BOM SIDES OF ME SILT FENCE SHALL BE BACKFILLED HIM 1 INCH/ TO 1-1/2 INCH DIAMETER WASHED GRAVEL AFTER WE SILT FENCE IS INSTALLED. 7. SILT FENCES SHALL BE REMOVED WHEN TREY HAVE SERVED MEIR USEFUL PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. ME NEWLY DISTURBED AREAS RESULTING FROM SILT FENCE REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED, OR OMERMSE PERMANENTLY ST4BU2ED TO WE SATISFACTION OF ME ON B SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE /MOLE&A MY. I. APPROVAL ON ME TEMPORARY ER0510N/SE&MENTABON CONIR(X PLAN (IESCP) DOES NOT OHMSTITUTE AN APPROVAL CAE PERMANENT ROAD OR DRAINAGE DESIGN (E.G SIZE AND LOCATION OF ROADS PIPES RESMICTORS CHANNELS RE/ENRON FACIUDES URURES ETC) 2 WE /MRlEWIENTARON OF WE TESLP AND WE CONSTRUCTION, MAINRENANC& REPLACEMENT, AND UPGRADING OF IESLP FACIUTI£S IS ME RESPONSIBILITY OF ME CONMACMR UNTIL ALL CONSRRUCRW IS COMPLETED AND APPROVED BY ME ON J ME BOUNDARIES OF ME O.EAR/NG LIMITS SHOWN ON THE PLAN SHALL BE CLEARLY RAGGED OR FENCED IN ME FIRD PRIOR W CWSTRUCRW. WRING ME CWSTRUCBW PERM, NO DISTURBANCE BEYOND ME FLAGGED OR FENCED CLEARING LIMITS SHALL BE PERMITTED. ME RAGGING AND/OR FENONG SHALL BE MAINTAINED BY ME CONTRACTOR FOR M£ DURATION OF ME CONSMUCRON PROJECT 4. ME TESCP FAILURES SHOWN ON MIS PLAN MUST BE CONSTRUCTED PRIOR M ALL OMER CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO ENSURE MAT SEDIMENT -LADEN WATER DOES NOT ENTER THE DRAINAGE SYSIFN LEAVE ME SIRE, OR WOLATE APPLICABLE WATER QUALITYSTANDARDS 5. THE TESCP FAOUTIES SHOWA! ON MIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTI&PATED SIRE CONDITIONS WRING THE CONSTRUCTION PERIOD, THESE TESCP FACILITIES SHALL BE UPGRADED AND ADDED TO (E.G. ADDITIONAL SUMPS RELOCATION OF &TOMES AND SLT FENCES ETC) AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS AS THE ON REQUIRES. 6. ME TESCP FACTURES SHALL X INSPECTED DAILY BY ME CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERATION. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS WHERE NO FURTHER W IS ANTICIPATED FOR A PERIOD OF TWO DAYS DURING WE WET SEASON, SHALL X IMMEDIATELY STABILIZED WIN APPROVED TESCP MEMXS SUCH AS SEEDING MULCHING, NETTING EROSION BLANKETS EM GRASS SEEDING ALONE RILL X ACCEPTABLE ONLY BETWEEN APRIL I AND OCTOBER JI. B ANY AREA NEEDING TESCP MEASURES BUT NOT REWIRING IMMEDIATE ATTENTION WRING ME WT SEASON SHALL BE ADDRESSED WTHIN 15 DAM 9. ME TESCP FACTURES ON INACTIVE SITES SHALL X INSPECTED AND MAINTAINED AT LEAST WX A MONTH OR HIMIN 48 HOURS FOLLOWNG A STORM EVENT. AND AS ME ON DEEMS NECESSARY. 10. AT NO TIME SHALL MORE MAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE MMIN A CATCH BASIN OR PRE-TREATMENT/SILT POND OR SILT MAP. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAWNG. THE GLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO WE DOWNSTREAM SY5TEM. 11. STABILI2ED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED PER ON STANDARDS AT ME BEGINNING OF CWSERUCI W AND MAINTAINED FOR ME DURATION ON ME PROLCT. ADDITIONAL MEASURES MAY BE REQUIRED BY ME ON TO INSURE MAT ALL PAVED AREAS ARE KEPT CLEAN FOR ME DURATION OF ME PROrcCT. 12. BETWEEN NOVEMBER I AND MARCH 31, &SNRBED AREAS MAT ARE TO BE LEFT UNWORKED FOR MORE MAN TWO DAYS SHALL BE COVERED BY MULCH, SIX OR PLASTIC COVERING 13. ANY PERMANENT RETENTIW/DE /77W FACILITY USED AS A TEMPORARY SETTING BASIN SHALL BE MXIRED WIN ME NECESSARY EROSION CONTROL MEASURES AND SHALL PROWDE ADEQUATE STORAGE CAPACITY AND SHALL SE CLEANED OUT ENTIRELY WIN PROPER DISCHARGE OF WASTEWATER (I.E. SANITARY DISOHARX). IF ME PERMANENT FACILITY IS M FUNCRON ULTIMATELY AS AN INFILMARON SYSTEµ ME FACILTY SHALL NOT BY USED AS A TEMPORARY SETTING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINA PING GRASSES SHALL X APPLIED AT AN APPROPRIATE RATE (EG. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMAIELY BO POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSON CWIROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS ON 3 INCHES OR 3,000 POUNDS PER ACRE. �T 6 �WaeSAM SWmin Re rE Sub Aj WmbMe, WA0pT1 42541&. 4RSA0W fu m4ft( wfM1 �•M )ARRO VV " development 40 VERDANA 6 Zf 3! G 3! 6 Zf 3! � M R k M i TI =��I'NV V�Ccrd`CC�1W ROY E L£W$ .R., PE PROJECT MANAGER ROBERT E. WALLIS FH.S PROJECT SURVEYOR ROY E LEW$ .., PE PROJECT ENGINEER .EFT£RYL COX, ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Bow.; NIA M.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED (URBAN NEIGHBORHOOD COLLECTOR) SE 288 TH SCALESTREET NOT M CAUTION LOCATION OF EXISTING UTFLITNES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTIUTIES PRIOR TO PROCEEDING WITH CONSTRUCTION YOU MUST CALL 1-800-424-5555 NOT LESS THAN TIME) FULL BUSYNESS DA YS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTIUTIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) ®2016 TRIAD ,DTI NO. 03-094 SHIr`NO. 41DE76 b B' BRONZE - C. ve e e o MARKER a O ° o� CEMENT CONCRETE CLASS-5 (1-1/2)� NOTES 1. CONCRETE BASE DIMENSIONS ARE MIN/MUM. 2. CONCRETE BASE NEED NOT BE FORMED. J CITY WILL FURNISH BRONZE PLUG MARKER FREE OF CHARGE POURED MONUMENT IN PLACE TYPE "B" MODIFIED NOT TO SCALE END CAP OR PLUG FLOW TO SECOND DISPERSAL CLEAN OUT WYE FROM MPE TRENCH AT NECESSARY 0 4' OR 6' PE .. PIPE nt o A INCOMING 6" ADS PIPE( MAX. D CN =� FLOW60.5 CF5 PER ✓` 0 TRENCH) I Imo• TLUcxmcJ of Ie W a(d o FLOW TO OTHER BRANCHING CLEAN OUT WrE FROM PIPE CB•S AS NECESSARY o� NOBS: GRADE BOARD PLAN J' SO LTMONSIRLIC� AS PREVENT PONT DISCHAR(X CALV BOLTS OD. PRE ANO/OR EROSION 2. TRENCHES MAY BE PLACED EURf TREA/ED 1.0' 1.0' NO CLOSER THAN JO FEET :- BOARD 10 DIVE ANOD 2 J. TRENCH M AND GRADE BOARD MUST BE LEVEL 10 CLEAN %FINES J 4 ]D I-i FOLLOW CONTOURSS OF OF SITE. oe WASHED ROCK A GRACE BOARD SUPPORT ee POST S ALGJGIn S REQUIRED = c o e FILTER FABRIC BY SOL S ELEV. OF TRENCH TO BE J' MIN. 4" OR 60 PERF. PIPE BELOW FINISH a" E .. OF LAID FLAT WIN HOLES UP HOUSE. 6. DISPERSAL TRENCH TO BE 4'X4' LOCATED A MIN/MUM OF JO• SUPPORT ADJACENT TO SEPOC DRA/NFlEU). POST NO DISPERSAL SHALL BE ALLOWED DIRECTLY UPSLOPE OR DONNSLOPE SECTION A -A OF SEPTIC GRAINFIELD. INDIVIDUAL LOT DISPERSAL TRENCH DETAIL NOT TO SCALE IYr(vui Y-�fcrvrF�:rj OR EQUAL) R%<(N(C+G "-�"'.F(.C'l 6.0 _ 45* BENG _ LOCADM WRE 6'0 6'0 IYE PVC CLEANOUT DETAIL NOT M SCALE elope -� mat a" befln ar YMd drain 2•x10 bvelXNwllea amlmm aepeNlm bMAW w/ gM utlDer TDD 6ada bbeN d mfeq. X. . s rRolare, ea Fipuw 422C PLAN VIEW OF ROOF NTS Mm SEo Iwo& wmpfyN TYPICAL LEVEL SPREADER DETAIL NOT TO SCALE PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 wou raw raw raw 7m�� raw raw raw e sFrs xa"wwg .wL rrwm Lww m erwww.w Wrv. a s TYXMM4= RTmoYIp PLUI N Iwwe.MXrrr.•im PWIIfR mIpP axGIE RAMP RANGE 5 NMIIFAARP WAIVIE© lgim smP aXR LIGTM �WIEx u�r)nm) a ura eww. 4 � P I Sr 4 ODPM6DR MM DEIE4'INII£ ttLNW 1 GR�wM1 M,IEPoI (S,E oET.E) ��/ +L4+10 y SECTION A -A Ty A� OETECIIBIS -7 PATTEId (SEE WK) W�MI n I IlEmE m INK 97M.-/IIIMIMA's I ` # i RNINRD EL& � 4E NAE T A WHEEL CHAIR RAMP DETAIL XQT� 1. I m WEFa ww WR m NOW mouLTs rmx EASRIE (ARM mn "m .mom 210GR NN (A C GV6 m M% W AR/AE HATER O H IX lm vmW WERE RMERE x IR m I P.VP S E s M M HIM.19E 4p4 PLAN_ sxoAD az oErnu¢o LTERE rrossE. 'fs' L FMPN6Ew .pIN15 SIWL H RACED " TIIE ICGIIOE 51"N1. RASIDMEAIC JgNr WIFRVL EMVL H N WNfgWINCE m SEC'IM Y-OAI(4) CF 1Xf MSWI T �� 1(�. srNmND SPEurcwlpHS. 5 NDM.w WITH Sw a PfR-.wIXNID IVR5 AM)/m nETECTLL WARNING PATTERN DETA LP&UERN DUMLL srMWD ()UkI e-1 MO 5-6(L)-I N,wPOm W. AS IP%2M1ED. C=oor XZ C 8. DEIE4TIHIE WIAYXo MODRE 1MY SE pEARD DY NI! 1yNEEl CNMR METHDD TINT NLL MMTr ME IRWM m DDYE IQsNT RAND MAU DRENWIS AIm swam alwx mvn mra T. RlEVNELE YIIWW. MOW) MiA SWIL m SIINNIm NRICirAM IELLLT^ .. ..r 6-7 .xA'NIS - A DUMMY .HXNT SHALL BE PLACED AT WE CENTER OF 1HE DRIVEWAY. CLEAN AND I • P F. MIRE EDGE ALL JgNIS. gtgpE LAID MT E BOARD MATERIALS -CONCRETE SHALL BE CLASS 6•. INSTALLADON -MAXIMUM RECOMMENDED DRIVEWAY GRADE l5 I5% FINISH - THE CONCRETE PAVEMENT SHALL BE BRUSHED )RANSVERSELY WIN A FIBER OR WRE p(,A)V cB AS BRUSH OF A TYPE APPROVED BY THE ENGNEER. 5y{pWN ON F DAILY. BIXiS�NOT TO SCALE ADA ACCESSIBLENRESIDENTIAL DRIVEWAY TO SCALE 6 5 1 p 1s W I rC A IM. I OmIsL WRRE NaL51aF) '•. PJ7I.� C1i119m SIR6NIWG mP roM:g 4• uw. DEPm SECTI N A -A iiDDE$L T. watwrs m IneDPEe Law WLL NIT DE BTaIaIm RA N IINR 4 WII.R5. OaRRN9M SWLL PRDAIf . INIEDNIE 1£NPoWIR MCE4 EDR Dflfl{1PED NR yIER ' SI pREC1FD BY IOU FN4WEER .. z $WkWAM! diNtS SWLL BE ADe51Ffl m Wow DIMM; Xaa >Q XaN X v A uEw, n a lcHo DIE O owf W w U M aEML WafN 50 M aarac onlW[ n[ oM DIRECTED IN ME DMIfFR, om wo avom� waq M of Trffi WYZI 1 IEfNS APo IYPCIL im EN P ff m UEEDi TNF wart m w.Wi IIETATS m 1[rtFll MAIw RELo II REI [ONa1pNa. cTrTi 4. DtPNISMIN NINR 9NLL BE R R 16 YANWWIk p[ryT RESIDE . SPAaN EIAftdWTEG aDNT MMEw4 SHNL BE N .. CaPoRNNICE m SQIPJN ".1 (41 W DE WI BE srANDNm mmRcaRras. _ APPROVED EQUAL 6" A E-0/L' Rol/C B 5/9• 1-f/Y D Tnr u.• D ] 1-T IK CANS 1hI 2' GRADE BOARD 2 NOTCIE GRADE BOARD NOTCR DETAK NOTES 1. WIS TRENCH SHALL BE LOV5MUCEO TO PREVENT P NT DISCHARGE AND AND EROSION. AM 2 TRENCH AND GRADE BOARD MUST BE LEVEL J. INSTALL GRADE BOARD SUPPORT POST AT A 5 FOOT MIN. SPACWG, PIPE FABRIC �4`x4• SUPPORT POST IREX' TYPE C0.IIPOSIIE SECTION A -A LUMBER OR APPROVED EQUAL LEVEL SPREADER DETAIL C0NS77?UC710N SEQUENCE I. ATTEND PRECONSIRUCnON MEEnNG 2. CONSTRUCT PRIMARY ACCESS TO WE 5/1E THE PRIMARY ACCESS WILL BE AT THE EAST END OF ROAD A AT ME NORni ACCESS INIEPSECONC Wni 124n1 AVENUE SE J FILL ON -SHE ADJACENT TO 124n1 AVENUE SE TO CREA/E AND INSTALL THE CONS1RUCnON ENTRANCE. 4. /NsrALL CARE AT coNsnrucnoN ENnrANCE S CONS)RUCT WHEEL WASH PAD. S ESTABLISH AND FENCE JOB SNACK AND STAGING AREA AT ]RACY O RECREATION AREA. ]. ESTABLISH ANO POST EMERGENCY PLAN NOAllNA/E PAINT PERSON IN CASE OF AN EMERGENCY. NOMINATE PERSON TO FLAG DOWN EMERGENCY VEF//DIES 6. BEGIN PHASE ONE OF TIST) PHASES TO INCLUDE CQVCURRENILY, SDOPPING OTI-SITE CUT/FlLLS GRADING, WALLS AND FINISH GRADES OF LANDSCAPE AREAS AND LOTS AND ROUGH SUBgUDES OF ROADS 9. PHASE ONE WLL BE DIE NDITDIEAST PORDON OF ROAD AAND /75 COLLECTORS 10 THE NORTH. PHASE TWO WLL INCLUDE ]ME SWDiNEST PORTION OF ROAD A AND lTS COLLECTORS TO ME SWDI. 10. GRADING IS PLANNED FROM N041N ]O SOUIN. 11. ALL TRENCHES SHALL BE BACKFlLLED. FOLLOW N5pOT SPECFlCADONS FOR LENGTH OF OTENCN EXCAVA)ED AT ONE OME AND BACKFlLL REQUIREMENTS. 12. TEMPORARY EROSION AND SEOIMENTADON CQVDiDI. SHALL BE INSTALLED PER PLAN AND PER BEST MANAGEMENT PRACOCES. IJ SILT FENCE SHALL BE INSTALLED UPpV MOB/LIZADpJ OF ENE SITE AND PRIOR TO CLEARING ACONDES 14. lN7ERCFPIO4 SWALE WLL BE CONSTRUCTED WIN ]ME ESTABUSMMENT OF qV-SHE RIGHT--OF-WAY AND LOT GRADES. 15 EXCA VALE SEDIMENTADON POVOS FOR PHASE ONE CUTS SHALL BE USED FOR PHASE DIVE ALL AREAS. ib. SDOPPINC AND CUT/FAL ACONTY IN PHASE ONE WILL BE CONCURRENT. PHASE ONE WLL LAST APPROXIMATELY 59 DAYS. SIRIPP/NC AND CUr/FlLL ACONnES ARE £XPECn:D TO AVERAGE A WANnTY OF 6,000 CY/DAY. i7. CLEARING AND EARTHWORK ACOHDE WLL BE COORDINATED i0 MINIMIZE THE NAnVE SqL STRIPPED AND EXPOSED 1S MINIMIZE DUST USING A WATER 1RUCK. 19. PUBLIC STREETS SHALL BE KEPT LEAN AT ALL OMES ANY DIRT /RANSFfRREO INTO PUBLIC RIGHT-OF-WAY FROM THE SITE SHALL BE SWEPT. 20. EXCESS FILL WILL BE 510RE0 /N A PLASOC COVERED STOCKPILE /N THE FUNRE DfVELOUMENi )FACT ADJACENT TO 1241H AKNUE SE Sd1)H OF 12JR0 PLACE SE. 21. nMBER AND WASTE CR/NDINGS WILL BE HAULED AWAY FROM THE SITE USING THE PRIMARY SITE ENTRANCE ON 1241H AVENUE BE AND DIE ESTABLISHED HAUL ROUTE AND IRAFf1L CCJIRIX DESIGNED BY THE 1RANSPo GROUP. THE HAUL ROU1E IS SR /S 22. PHASE TWO WILL BE THE SQUDIEASi PDItDON OF ME SITE AND WLL LAST APPROXIMATELY JS DAYS. 23. PHASE TWO EROSION LgV1ROL AND GRADING ACONDES ARE SUIAXLT TO THE SAME CRITERIA AS PHASE ONE AS A MINIMUM. 24. PHASE TWO INCLUDES THE MOBILIZATION OF A SECOND LOVSIRULDON EN/RANLE fROM 1181H AVENUE SE. IiBIH AENUE SE IS A SECONDARY ACCESS THAT WLL BE USED MINIMALLY AND FOR ]HE LIFT STADON AND DRAINAGE SCALE CROSSING CON5IRUC770N 21 ALL ON -SIZE EARIHNORK, GRADING AND STABUZAnON ALONDES FOR PHASE ONE AND TWO ARE £XPECD:D TO BE LOMP[E1E0 /N ]HE EARLY FALL OF 1006. 2S IN BOTH PHASES THE TRUCK ACONTY WILL INCLUDE PICK UP ]RUCKS DUMP TRUCKS AND LOWBOYS INIDAL 27. ALL TEMPORARY EROSOq! CONTROL MEASURES SHALL BE INSPECTED DAILY. ADDInONAL INSPELDONS SHALL OCCUR ON DAYS WiH HEAVY PREGP/TAngl. 28. SHOULD ANY EROSION CONTROL MEASURE BE DAMAGED, REPAIR SHALL BE IMMEDIATE. 29. ADDIDONAL EROSION CON/R(X MEASURES SHALL BE INSTALLED IMMEDIA111Y SHQULD ADDIDONAL MEASURES BE REQUIRED. 30. THE KING COUNTY DESTgJ MANUAL AND REQUIREMENTS OF WE CURRENT NPDES/SNPPP REGUU nOVS SHALL BE FOLLOWED niROUgICUr CONSIRUCDON. 31. EROSION CONOtIX MEASURES MAY BE AONSIEO AND RELOCATED AS CONSIRUCngV PROgtESSES 32. ALL TEMPORARY EROSION CONTROL MEASURE WLL REMAIN IN PLACE UNOL THE GOVERNING AGENCY APPROVES PERVIOUS ASPHALT PERVIOUS COARSE ABPHALT AGGREGATE THICKNESS (IN) THICKNESS (IN) 2,5 B 5 PERVIOUS PAVEMENT CR0888ECTION NOT TO BGVE121 TWW SPECIFICATIONS 1D P6RVIWePIN961rlECEIG1rYL as gERwn XaE/.LLMIJLMV@BIT. WE H0191V{NYa®IFMIIEEKEXPW NITIE VWIl/LNIIENVLY. CprmN.n'R NwL ww W NL LV aLY"un. TNE MwOwI w�ilN�ilRxArM�im Px asmo iixxm �,oFwmTleXvwixPsmrmrrE v AwTmwa F�WSGg WLmER1MWENPXYrYNLLN:RME e N N No LPa cmE w N eryul rxo+E mzms-axroxoxw�WTmuwEWrff c ixiwRrsaravumRort-rAmauuwwrwwLREVL.c®w aw �2F�� LFi. w/GEMrBImENRI@n4MlVFw Y9ipRMEIgTa@ L£mEPTMYr 4 �ww�aIAFMI�N�B�m�W xbr�WElzr �xmaPu6xu7,x s caReEwmEaAm 0. &EYE&6 {P/6BH] anal w RIRIMLYI W101 zwol aTa I Wiwi a1a wiRcx m ww az e GNAXEO/gp1EQ4iESIWLMniYNIDOrETMbN NT/EXEGFi MN6YTOXa1"WL�eFRegi°�ORNMTORmE FILTER COURSE GEOTEXTILE FILTER FABRIC MIRAFI 170N OR EQUIVALENT SATISFYING WSDO7 STANDARD SPEC 9-35.2(1) TABLE 9 FOR SEPARATION WITH A MAXIMUM APPARENT OPENING SIZE OF USR80. t w.l CRU61£DFlLIALtlX111E GRIMnW ewvEe� NWeaIW VS 1W aM xe a. FlLIFALMI6E W.rBERFX/Lm WIM1NCxFBOFCNOIFD �RF9N�vwTw�n1E DMIML�CIi row]NwMT6me RNaNaa iwgNa.LTEwm+wwwoa Iieug.xevvrweRra aTm ��xwW gwXEpAgNED.VEwewnmemmvwrvTLE 1w ivA�Irx�XwF�w4.o=ngxruirvselmwaa¢axnL vnmA RwwlN.swaExr avEnwo aysloPlT�i Foxswx�xPpuw � acxrluraveawwaR.ErurewT w'wxamsNasxEEr. a u �Rmx�.r �P`xM�ixw�NYxRDx�mxemR.Ar�aL �nwFwxxxLr B. IPE(FfNEMPnMY.V OPeGNIFlGWfB®OAEFR6911'.nE FIGURE 1 PERVIOUS PAVEMENT CROSS-SECTION AND SPECIFICATIONS Tr®dNerdana Walking TraiUWA AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02016 1RIAD /TA sa oo�YrvINSRAwIiW�Po NE suaAl WrwndN.xwemn 62aA16.20M iR5A96200ln .4MRB.eaN fw .aMr•WNeuiw 1C 1LLL\V YT J_61.L VEk®ANA cc UJI 6 Zf S 6 6 o C C Y tl3§ z��NV V`SI'CIW W W FOY E. (EWS R. FE PROJECT MANAGER FLI9ERT E WAILS PIS PROJECT SURVEYOR FOY E LEINS, .R., N PROJECT ENGINEER PRO JECT L G AMA L ANDSCAPE ARCNI'ECf PINST SUBNEITAL DATE: 7/28/06 SCALE: MEN.; NIA W.: MIA sTeeW NOT YAUD UNLESS SIGNED AND DATED °" NO. 03-094 sm STORM SERVICE MARKER POST NOT TV SCALE "°• 42DP76 w w w ,✓ w w AN AN //v f/w \yam Nil u / / ✓ w w` 7 w w l l w w w w�,� ;� w w w w75011 IT TilaND � w V w Y it CpJTOUR TIP r w 1 Ijl I I I I •v w w w 1 II I I I w w w w w I I w w w w III 1 j r IIW w w sENsvnVF w w w w w I ' I ' w w ES77W R w �� AREA /I Mb o /l I �i i ) 41 I w AT AN ,I, r w w AN w w AN w TRACT RECREA77 jl / /' •v w AN AliAq w AN w, /w i , -- - _ i B+O11 B50' RT 6+n11, 16 D L ro 8+1 PL C CMJJ i i TIRE IDRANT'ASSY (SN cnm) W/ eLaptere 1 Ta✓:s I 1 I 105 EI D e�-UE SIAEET Y 107 i r � B+I].11 850'RT i b ' PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. S[[ SHEET 49 13 5 SL10'+9Rr (TEE) 1J+85.00 1 LT r 10+04.36 13. �� T - — - 1-FlRE RANT Y r�ACKLEU ' 9+860$ r25 RT _ A ':� w wl 1 I PROWOE BLUES T M01bA7URS� ,r i — — P MD ✓I r' w �11 PHA E 4 , —izz 1-FlRE R. T MMT SN ' I 1 1 I OCKING '1 `W ' '' '`� - — TRACT EE I. ' _ \ PROWOE E STREET INO/CA..I�5 I 1 `: �`., i �` ' \ D 110TB 'SE LAND�,APE �e- 11 I SHEET 54 IMT 6 133 SERi si-� y 10 00.00 SE TH STREET l L ) . (HAMMER HEAD) / r b A �� / ,V �O iw Jr I,' I ;', 1`\- r I 79 l• \ ' END SE 1971E S i \ ` `1IN,. SERWCE WA TER `. HAMMER NEAR w \ ` nMeiER PER' prr y \, _ J l = 11+17.50 r 1 l`` WENT DETA{L J-5( 121, I ` 11A5 n \ \� ` `moo d! AS OIEU r , m0 11 `�`°� .d>1PueuK9 If N. \ IN 109 ( �1V �'I $. A'[� 11 _ - V EDGE `� 1r8 x45'BEND ) _ - -- -\� RESAND r�Rzl -- \ ,Wj coNc BLocK9Jc - - IaPI w W_ •� \ �\ \�� 5 PH LA I —r ORr unu S AND AS04EN \ I 1- �smaM�i�AcrEASEME_N_r_Ltw) ✓ i k . I , - '�T��\\ \ . SF Jj \ \ _—___7-----394- M1 I' \l C 4+246 x118 �:. 4+11.6'1 T.51• RT IRE .,M` _ •yt�d� - li? 0 1 Y w w / I 1-ORE HIDRANi ASS'Y (SNACKlED) � � , �. I � w w PHASE 1 3 `\, „� wNi a I % POND C �� o\ 1wa— 1/2irRi `\�: 2+18.L� ����`� A� W 1 BLOCK/NC (MI : > i TRACT CC r-e xz r z• eENO MJ / \ `�� \ DETENTION W/ CONG BLOCKING I+93 \\361' RT 119 III w r i Hffi89 6.00' Ri J` I -TIRE MYORANT A557 (SHACKLED) `, , I PROWDE BLUE STREET INpCATORS I 1 1 I III i+61. 61' Ri ` `` I i � ___ I I I I I I I i I; • ' 12Q Y\ �` � / ____ _>\ ___ it � / i i r� R-J50• \D P/PE DEF3ECnON If if if If lr 11 1�'�_ � c%ra>!% 108 NO 2 P a I I i � _ / ORY E6 AND PRIVA 1 B w w ' I�� �I ' ' ' ' ' ��� R� S DNA/NICE EA 1 8_' d1 VALCF�M✓I .' �< w W ��, 98 ; - X % �w w w I w '. I\' / 'I it ' T ' _ B+J6 7.01' : 100 SERWCE ARR METER �;' /�' l , ` � .� PER I I � v ` _ --� �- \'i- W _APP/F04E0. 'C 6+4088 PHAS 4 NIj`MB- T459194 /115NPL SE �'w I H, �„ i �, r ' _ _I<; ' - _ 71�111 1 AT TA MiH MAIN rTYP) s,—;1+ .00 TRACT M C 'VO4 't 1, w + Bi a4.TIRTw �I i I`, i -.%' \w % w w w ,f I IN INl i l' END PIPE DEFLEC71ON w �4,` w ` w 6W hACODNA 103 0 / E -1 w 'A', I11 vI �� --�_ _-__-102 _ _ —' f01 m it i , _- _ass; _ .f'✓ w `I' w w w EDGE OF NSIRVT TAT ,SENSITII£ AREAy ,i, AN w w AN ,u l i- w w — tee`--- I J w w w w w w w 6z 5' ELIEfO \; --`��`•T66- _ i A T A / '%' AND TELEGRAPH EASEMENT ----_+7O.00 - w w w w A, w w w w w RED NO. 5OV061 w w w / �:_ - % / 100' CITY O TA A WA EASEM T `v _ �- A i r ________________ ` __�`,r� 1 A' `I' `I' `I' `I' `I' 4' 4' 4' 4' `I' REC N . ]30605 390 ' w I SRNGIf=R ND w CTYPA, w W `�' A•�.� /'�:- / w�V V' w w N w `1, w_ AT W w 1611111 AND TOE POPE) EgSFMENT w V' k _ \ "-- / ! / REC. N 325201 Iliw -_oL-J•--y'�_ y Ja-___'1�— _w_ -'1'-V V J��..+-._ �. J) A/ w`I� A, W ,I- J� w w r AN AN V y 9 ,V J� - ukk ulnkk u 477 FIRE SPRINKLER SYSTEM WITH A 1" METER REQUIRED FOR L07S 1-7, LOTS 38-57, LOTS 97-120, AND LOTS 131-146 PER CITY OF KENT STANDARD DETAIL 3-15(A). SCALE: 1" = 40' D m 40 w ALL PIPE SLEEVES SHALL KENT STANDARDS. BE PER CITY OF MAINTAIN BOO' BETWEEN SIDS. VALVES PER CITY FIRE HYDRANTS LOCATED /N THE V7CINITY OF 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 07HE- UTILITIES. DUC77LE IRON PIPE SHALL BE CLASS 52. FIRE HYDRANT ASSEMBLY PER OTY OF KENT STANDARD DETAIL J-1 VALVE BOX AND OPERATING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE-FAMILY RESIDENTIAL DOMESTIC WA IERLINE/FIRELINE PER CITY OF KENT STANDARD DETAIL 3-15(A) PIPE DEFLECTION NOTE: WATER PIPE CAN BE DEFLECTED 46 MAX PER CITY OF KENT STANDARDS. 290' RADIUS IS MINIMUM RADIUS THAT CAN BE ACHIEVED, ASSUMING 20' STANDARD PIPE LENGTHS i If Alf \ TEAT V M N PREYENIOR PER C KENT KENT DETAIL J-I: D DETAIL .1-J(A) K PROPOSED ASSTCNED TO HO TRACT X RE ATION\\ �'zO+N P 6s1'Rrxsz'xr v NN Ply \ \ �b If - ` I N1DR_ ANT A Y ( ICKLED) ` I P/f,ONQE a /N TORS iiVDI _ 4T'--�, TRACT 17 , SITIV£"AREA I WATER MAIN AS -BUILT INFORMA77ON IS SHOWN BY RAM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAUTION 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 TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 02016 TRIAD �T AD �IRW slwmen Re rE SUYAI WmbMe, WA0pT1 42.S41fi.20W 1i5.40B 50YW i"M4b.0/6B W M1M �j� ��.LINY�aWM ,�' VLkDANA 2 Q Q. 3 oza�a =�:1`I�IV V V`cl•tlV V V V MAY E. LEWS A. PE PROJECT MANAGER ROBERT E WALLI$ %S PROJECT SURVEYOR ROY E. L WS .., PE PROJECT ENGINEER ,£EERY L COX, ASG PROJECT IANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: 1111110-40' YERL:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SM NO. 48oF76 0 1J7 �12 CCVC C 553 r 5 I 152 ,j153 .r36 _ 14 - '- IN 255 6. 'RL JEE 434 1 140 132 4AM7 149 148 1 1 147 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 1 I EM I 1 � \ - - (URBAN�� -- 1-A NEIGHBORHOOD i-�PF �== 3S7F/T-!=-•.-��d .,,-Wit.-' �eirv-.I `gym-- Vim• 22 n ... —�. -. . S �' r,t"'A q--__157 158 I t---J 128 ) !0 NO. NO. t rrr k I I -/- - 1 f L -- - 2 28 = +39.ff 269 SE 269TN PL ' Ci49aFYciX9® �, All; fl INSTA[1 f f l �CA�T1dpJ� A a ���•� ��iY./M�� �_..Ip �y �__� ��I�i�� SER4E`iPR LOP06E6�8 / / / l �I �i %ACT r r e HIS i RECREATION TRACT SEE N THIS ,.QSSImm.ITC HOA/ 4 I `� 1 .. / 9 2 - / 1 y ` 1 y 1+2 WATER AFTERW \ , /3 / W W \`d t W lW 1 LI 1 1. E 94- 02-= "g9 �, 1 VISTA PC=26+52a4 390- J i �' y y �, W REDUCED ' ` ` JI Cm PRESSURE i _ 394 ---------- CITY CCWC BLOCKING i i 11 y� �a00__, ' 7 % %i i dY? L STA $ERN �t 1V _ 392___ V '�. , �I CITY OF KENT `\ -- Pr = 3+os it_ SM DETAIL 3-7pA) . 1 --390-� _ i A �� �_. �� ' / OEOICAIEDT TO Cx KENT �� �i �/� 'BEND M✓� / ������ �,-,",'�s0 - i' i' Ii �i . - -� 3B6 -- 2 x45 I` tEAC RD , /' /'/W �, �C. I /%i W i 'cG`.`\ W \ __u3a9 W y7�. �.— i- AT _ �� \ 38 o!/� , / = W -v%___, �v v v, /'vim �✓ '`��„s; `�- �� .v-� `____ �- _�7RA T Ti 4/ =X ---`k--- ' ' - / f / ems_— /`, SE IS/RVE AREA -- I It _ -- - i SA I BER NEAR MENT W W W I W W i W W .V y; J�✓ W `, W W J�✓�.� W W W W ___--384_ x \G ----'L' _ (�-w so-___ __--- J� W � W � W W ��.� W W i � �.\.y �I y, �iiW' W W � �"-______ --- `__3a6 __ � •��• EDLE i'` i'/� /� `, �__ - -� 7RA'CT TTV� J9 - w w SE�JSIDV£�1REA w w m✓ w w��/r'N .�___=---%� I ; (" -„ '�.�✓I �1 /� ;' ; �% _ A6f'E Y-.� _ _ __ , I ' ^ '=i ss_ , I II /� LANDSCA/ I y y y y y EXISTIN dtOUNOJ' J' ,'� l ---_ ____ 1 ```\\ \�1 PHA, E' 1- I 12 1 3 f 4 TOUR (� 97H FE _ - PHA E �="� ', % - HAMMERHEAD) N 'T ,CA ' - - It �� 1 w w w ✓ �✓ w ///� f �✓ �; - + II( %; _ - _; ' 114,� ` , W ` �`I' ' , 1 i J�/���. SEE SHEET FIRE SPRINKLER SYSTEM WITH A 1' METER ALL PIPE SLEEVES SHALL BE PER CITY OF DUCTILE IRON PIPE SHALL BE CLASS 52. REQUIRED FOR LOTS 1-7, LOTS 36-57, LOTS KENT STANDARDS. 97-120, AND LOTS 131-146 PER CITY OF FIRE HYDRANT ASSEMBLY KENT STANDARD DETAIL 3-/5(A). MAINTAIN 800' BETWEEN VALVES PER CITY PER CITY OF KENT STANDARD DETAIL 3-1 STDS. VALVE BOX AND OPERANUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 FIRE HYDRANTS LOCATED IN 714E VICINITY OF WHEELCHAIR RAMPS SHALL MEET ADA SINGLE-FAMILY RESIDENTIAL DOMES77C SETBACK REQUIREMENTS WA 7ERLWE/F7RELINE PER CITY OF KENT STANDARD DETAIL 3-15(A) PIPE DEFLEC7101V NOTE - WA 7ER PIPE CAN BE DEFLEC7ED 4' MAX PER SEE FRONTAGE IMPROVEMENT PLANS CITY OF KENT STANDARDS 290' RADIUS lS SUBMITTED TO KING COUNTY, PREPARED BY MINIMUM RADIUS THAT CAN BE ACHIEVED, TRIAD ASSOCIATES FOR 118TH AVENUE SE ASSUMING 20' STANDARD PIPE LENGTHS IMPROVEMENTS /ARIAD �•V1M$IINILVIIWIPo NE su.Alwaa•0SY,xwemn EX CULVERT END 426A1520W 12 CONC lE 385.9 CULVERT EN _ Bpp.NE.W68Mfias GONCJE 42J v�'xeWrvYYa,xe YARROWBAY developmerfit =_ VEkDANA it It ""41111 O zz �� �• I f h Q 1 � � a -rz rz N 2-12' ADAPTORS f-13[BIJNDa /" V to w/ cauBLoc �' i � � � J I I'. \ li u 7+3326 7.30' RT I, I� W D PIPE OEFLEC I ,1 -� 60" TACWA i -WATER LINE , 1 / W ` \\ � eEdN PIPE DEFLEC �/ i I �I z n rz• GATE W DOE OF ]aH I w m IRAC4 SIR,WPREA � A03 6.40' RT— PE DEgECRON `�' i � i I I I i I BEdN P/PE DEFLrCZA0N �I I PC 4 `V 4 �e�e�ee�S:s3 aee ea 3p D3D I!z alH =oo�ot�,a�Rv, 41""I ROY E I£IN$ .F., PE PROJECT MANAGER RLI9ERT E WAILS PLS PROJECT SURVEYOR ROY E. LEINS, .F., PE PROJECT ENGINEER Z£ RY L CO$ A.SCA PROJECT LANDSCAPE ARCRTPECT FIRST SUBMITTAL DATE: 7128106 SCALE: Romf"=so' W.:Af SCALE: 1" = 40' WATER MAIN AS -BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS m .n�aa ONAL&�0,� IST LOON OF EXISTING U7ILf SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING WITH CONS7RUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND URLIRES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN7IAL REPAIR COSTS STAIN' N07 VALID UNLESS SIGNED AND DATED AS -CONSTRUCTED PLANS JOB NO 03-094 (SEE SHEET 1 FOR STATEMENT) sum NO. 49DP76 C2016 TRIAD I1 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M UnuiY EASEMENT - EEC. N0. 606]20] / —, �j/ 6+4237 6.82' RT ilE \ �kNCT 1-17 4 , 2556 RT Rro / � �\ f \ OPEN ' / — 1-ORE HMRANT ASSY SHACKLED)' PRONDE BLUE STREET lNOIaAI(M SCALE: 1" = 40 ./•• L J 5(A) ORi AS, �i /�' '� / / // fit r — 0 90 AD 60 A oo / 1 / a / / _—/max_• LANDSCAPE .•/i 36'- SS40 S93 RT / A OErzEcn1-8+46.B7 601 RT . / / j \\ _ \ EpN PIPE OERECRON/ _ ORY U PRIVATE 9+56.f0 0.40'LT TEE ../ /,�\ \ \\ ; / '•' /// / "///' CE EASEMENT (TYP) f—FlRE HIDRANT ASSY SKA PROWDE BLIP STREET 8/MCA \ 143 142 MAIN BEniYE`s�RN % VrJ �• \ /,'A" � \ 1 � \PC 9 .n .;.'. � / � ,/ / �Ai�%� \ AT TAPI /4 MAINS( � +/ �- ; / 4 �\ : T. HAS i/ LEI �/ �t vi,�14d� v v� ' � die dw•RT ��i�/ vv �, �� v/�/ p� VALVELOCATE AT I1�L: V ------- PER f- RICH POINT � / 07YOFKENr 1 ��� /,'i ° /,,p c A I- 1 TANDARD DETA6. 0.NA) �/ r \ ° �" /\ \ �� -i , /�, WATER MAIN AS BUILT INFORMATION IS =T - ---_ -- _-- TY�' *ram X "� i SHOWN BY RIM AND NUT ELEVATIONS 4 SURVEYED AT VALVE LOCATIONS. i p cs2Tzv9nd / / ��it 2 FIRE SPRINKLER SYSTEM WITH A 1' METER - E 1634203.7868� ' A � / / �' / , ,- REQUIRED FOR LOTS 1-7, LOTS 38-57, L075 i /� 1 12k22 I BEND (FL) o X 1 , / / /• - ' � 1 r 1z• cATe aW (rz.M✓) / as �: _ / � / / / � � ' - � / i �; 1-12' ADAPTOR axw 8 /' ' ' ! ' 97-120, AND LOTS 131-146 PER CITY OF i I We' c6Na �L"ING ) a2 / - at�� / _ ' //' ,' sue/ �i / KENT STANDARD DETAIL 3-15(A). �� ExlsnNG GRouNO TEMPORARY SAMPLING TAPS EVERY 1200 FT EXISTING GROUND N i 1-12 x22i 1/2' BEND (M✓) _ >__ sA ./// //� ' / PER CITY OF KENT REQUIREMENTS / W/CQVa BLOCIONC -_ A r"/// �' l-A DUCTILE IRON PIPE SHALL BE CUSS 52. ALL PIPE SLEEVES SHALL BE PER CITY OF '-------------i KENT STANDARDS. -A— krl ,�' y - lr ✓/ ,:' �' / // Wit, �V J, / r______________________________ \ ' : ' � � 96/' ' %-,' / i MAINTAIN BOO' BETWEEN VALVES PER CITY If j/e FIRE HYDRANTS LOCA71D IN THE I4GNITY OF f I / '/' a�g96 //� SE7BACK REQUIREMENTS WHEELCHAIR RAMPS SHALL MEET ADA / �I / FIRE HYDRANT AS PER CITY OF KENT STTANDARD DETAIL 3-1 TRACT TT� VALVE BOX AND OPERATING NUT EXTENDER y y y y y y y PER CITY OF KENT STANDARD DETAIL 3 12 St9Y5/714£`hREA SINGLE-FAMIL Y RESIDENTIAL DOMESTIC i , i WAIERUNE/FIREUNE , / PER CITY OF KENT STANDARD DETAIL 3 15(A) - JIi /ii r �'— ' �f2 WA PIPE DEFLECTION NOTE.• / w w w w w � WATER PIPE CAN BE DEFLECTED 4' MAX PER 1 1.u62 2-XWCITY OF KENT STANDARDS. 290' RADIUS IS w/CONa BLOgBNC MINIMUM RADIUS THAT CAN BE ACHIEVED, � � / j '�'�' � ✓ J' III III III J ASSUMING 20' STANDARD PIPE LENGTHS i , RECRfLw^, = --_mil / i // /' - % ✓ w •V w \ `Y W J' `V `V `V w W KEYMAP J, E 1oJ ..160E `1' V W AV W N' J' `1'I V �l `p ✓ W J' W BEGIN PIPE DEFLECnp'( I , / `V J' V' WI W W W W W W v W W W W W END PIPE99DEFl.EG1 CAUTION LOCATION OF E)OS71NG U77LI71ES SHOWN IS �+ A APPROXIMATE AND MAY NOT BE ACCURATE OR ALL NI_ J J' A INCLUSIVE IT IS THE CON7RACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR 70 PROCEEDING WITH CONSTRUCTION YOU MUST CALL V �, �, �, 1-800-424-5555 NOT LESS THAN TWOFULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION / / %/ w w w w W w w w \ �`y_ _ w •v w✓ w w w w w WHERE ANY UNDERGROUND UTILITIES MAY BE LOCA LOCATED. FAILURE REPAIR COSTS. TO DO SO COULD MEAN BEARING ;� �' `� `�✓ �'�+Y w w o A Ile . IV III ILI III ILI A, III I III \ IV IV A, III AS —CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) SEE SHEET 5T ®2016 TRIAD /A jjo�YMk9MwvNY�Po NE su.Al WwAnAF, WAYN/T 626A152000 i15A98S w YAMOY J_61.L developmmt V F k D A N A $ k yy eE H N I! 2 z��NV W W PROJECT MANAGER RLI9ERT E WAILS PLS PROJECT SURVEYOR ROY E. LEINS, J?, P£ PROJECT ENGINEER .EFfERY L. � A.SLA PROJECT LANDSCAPE ARCHITECT FILM SUBME17AL DATE: 7128106 SCALE: Rom1"-so' W.:N/A STAMP N07 VALID UNLESS SIGNED AND DATED JOE NO. 03-094 sT NO. 50DE76 i Wo 24• SM .aE BLOCKING M BE H W001? PROHIBITED PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. sENS%nY£ AREA �. 1147 ' .6,':/, yr' .V �✓ ✓ v- w .V �✓ ✓ v- w _/ _ w w w �✓ w v- ; ':V w IN ECMaviouR rnN0 ----- IN��' w w 'w �✓ u SCALE: 1' = 40 0 10 40 w ode t III, IF IV Iv IV i %��✓ w w� TRACT W / - G v- w w �✓ w v- A w w �✓ w NP, 1I .Y4L ,p\ IV N,/ FUTURE DEVELOPMENT /' I i I �' W w w W w w\ vW w �W 'I ✓ N 701 188OCV 0Q E 16J497W1 1—I2' CAT V&W (AIJ) \� W/ CONt' BLOCKING i IN SEE EASEMENT PLAN FOR iU7URE INTERRE' EASEMENT LOCA77ON AT 304TH ST SE MCIN/TY. QOCA noN MAY CHANGE W17H DESIGN OF FUTURE DEVELOPMENT TRACT. DUCnLE RCN PIPE SHALL MAINTAIN 800' BETWEEN VALVES PER CITY TOS. I I J / / I I I \ � ENO PIPE O V .�.OW aT -/' 2" ADAPTO4 CONC BLOC FlRE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERA7ING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE-FAMILY RESIDEN77AL DOMES71C WATERLINE/F7REUNE PER CITY OF KENT STANDARD DETAIL 3-15(A) ---------------- i i I w W w w w IV w v- w w w 1 1 w i W �W W v, w W W w w w It, v,IV w w w w w / w w IV w w w IV w w w IV 1 y �' 4, �Li �' y IV w 1, J) W Iy�I W W W W W W `k y y J, y V, y �V y �V V, y N' lye 'y— In- L_ 4W W vN w `I'SENSBIW ARE* W i W W W �J^�,i \•� � N' N' N 4 JAI 5..j N, y, NI, III' �, � . ' ' �" -- ------- / / - \ E 1835101. 1280 r ��� ^-_-- �—� —� 54.2M4. AAA LL BEGIN/ EN9�RPE DEFY[OTKW✓ y. i _N A515f51181 - ]R/4CT ii'{� NA51143J98T E16J539B5770 _"RECREADON- 3ffSSfDY _ BEGIN/ END PIP£ DEFLECTION _—__-N 9181 - _ __ ----Ir ------- TEMPORARY SAMPLING TAPS EVERY 1200 FT PER TOP 40562 EA. »Mr1 15 PVC It 401.92 (N5) RIM 49725 CITY OF KENT REQUIREMENTS. 12" PVS IE 39919 (,NSJ FIRE SPRINKLER SYSTEM WIN A 1' METER REQUIRED FOR L07S 1-7, L075 38-57, L075 LOCA7ON OF EXIS77NG U77LI77ES SHOWN IS 97-120, AND LOTS 131-146 PER CITY OF APPROXIMATE AND MAY NOT BE ACCURATE OR ALL KENT STANDARD DETAIL 3-15(A). INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF UTILInES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS — 'z av-S �—��.Ty�i�'C"�`G �: ID!`�c`v C`�6:. _T��� •— �r� l ------ --W— --- W 1 TH A - - A -IALIS ---r SD (URB N MINOR A!~j TERIAL STREET)--- W— H 19 TOP 413. 19 93 .L 12- PVC I£ 409 74 (E) £X SSMH TOP 423.96 IE 4X..20 (E,NS) 1 I 1" RIM 420. 18 12" PVC IE 418,31 (N,S) � IS5" PVC IE 409.37 (5) I£ PVC lE 409.37 (N) 12" PVC 411.95 (N.S) 12" PVC It 416.41 (E) .. t J IN,£X. CB EX C8 TOP 4fo.37 m) WATER MAIN AS -BUILT INFORMA77ON /S TOP 42571 IC IE 4066� ,5£) 6- PVC PWE`4072((S) SHOWN BY RIM AND NUT ELEVA77ON 12- PVC IE 420.31 (NS) SURVEYED AT VALVE LOCAPONS PIPE DEFLECDON NOTE. Ru+- rim SLEEVES SHALL BE PER CITY OF KENT STANDARDS. WATER PIPE CAN BE DEFLECTED 4' MJPIPE ELF PER CITY OF KENT STANDARDS 290AS-CONSTRUCTED PLA/YS` RADIUS IS F KMUM RADIUS THAT CAFIRE HYDRANTS LOCATED IN THE VICINITY OF ACHIEVED, ASSUMING 20' STANDARD WHEELCHAIR RAMPS SHALL MEET ADA (SEE SHEET T FOR STA 7EMEN T) LENGTHS SETBACK REQUIREMENTS 02016 TRIAD /ARIAD jjo�YMk9MwvNY�Po NE su.AIYK�4M, WABNT/T 426A1GZW0 415A98SOYIn YARROW W development V F k D A N A 2 Q CL �3�e�es n 0 PROJECT MANAGER RLI9ERT E WAILS PLS PROJECT SURVEYOR ROY E. LEINS, .R., N PROJECT ENGINEER £RERY L. � AY PROJECT LANDSCAPE ARCEr6CT EIFST SUBMITTAL DATE: 7128106 SCALE: am.: I"-4o' W.:N/A STAMP N07 VALID UNLESS SIGNED AND DATED JOE NO. 03-094 SEENT NO. 51Dr76 43 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LOW POINT ELEV - 5 .25 LOW NT STA �f50 DUCTILE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS 390 WATER MAIN AS -BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS. CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWV FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY UNDERGROUND U711.177ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. �i0_MAD ISs JMSWmMREfE SUY A� WmbMe, WA0pr1 42S41fi.21100 axbe sosam eo0.N9.otba to M1ee xw'.YtlYsatlaMM Jl �LL�\�0��development �11j/. J� u \��I' �LkDANA 0 i 10 3 W Y �e$e$va b [� yass ROY E. [ wW ✓... RE PROJECT MANAGER RO T E. WAUTA %S PROJECT SURVEYOR ROY E. [ WM PROJECT ENGINEER .£ Y L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCARS: MOEN.: 10-40' YEEI.: 1'-4' STAMP NOT VALID UNLESS SIGNED AND DATED CONVEYANCE SYSTEMS ARE SHOW SHADED PROFILES. SEEEWB�AR PROFILES (THIS SET) FOR WATER DESIGN, SEEJH£ AS -CONSTRUCTED PLANS APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESIGN. (SEE SHEET 7 FOR STATEMENT) C,)AA,fi TRIA, JOB NO. 03-094 BST NO. 56D►76 8' WA 80 PROWD CLEARI (SEE M TNIS S PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. PW STA = 5+75 y w PW ELEV - 3 6 m LOW P NT ELE'V - 392.M y LOW POINT STA - 1+MAT PW M V - 39211 x +NMOD` g NW w N YI ^) bh by N 6 O FOO a SS EXIS PROPOSEO RN151 2.00% G C-RD'/ND GRADE AT T Inm 1. -- _-- MAINTAIN 10" MIN MAINT - B X9 _ 2�2' - NYAD' PIPE FTF -- — � --- B' WA IE39216 '6r'DAI'A--- s ssGwoWN -- _— -- �� - -_ 390 _ _- 35 LNE_ a—.. ______ _______ __ __ ---_.a95utt AIR AC A ----------- 8 WA CROWN AT HIGH T -- __-- -__- --- - =�� — -- _ PROWDE as, MIN. --- -- ---- 12' S0 OF A9242 IX ANCE BETWEEN PIPES IE 58 'Al 8 WA CROW 12' SD lE 589.8] PROWOE 1.0' 589.92 WIN. a W CROWN IN. PROWDE 1.0' MIN. CRO 388.80 _ 0.5 M/N. 8 WA CROWN 589.00 CLEARANCE TW XN PIPES CLEARANCE BETWEEN PIPES NCE EN RPES 8' A IE /2• SD lE 89 PROWOE 05' MIN. IN CL lEET) 38• SD PROWDE 0.5 MIN. CLEA)RANGE BETWEEN PIPES (SEE MIN CLEARANCE NOT[ B WA CROWN 390.85 CROWN CLEARANCE BETWEEN PIPES IRIS SHEET) PROWDE 1.0' MIN, W2.09 (SEE MIN. CL ARANCE NOTE, FVARANCE LiETWEEN RPES IH5 SHEET) PHA SE 4 (SEE PLAN SHEET 48) 0 97TH STREET PROFILE SCALE i = HOR/ZONTA i •= 4' VERTICAL I PROPOSED ONIS/ GRADE fL. AT T1P EL AT TW h hr Ob bq nr hpN b� OVA ^� 0A P.� h� o ^ qg OiK QN Qry QK TK T� ONr Ohiy qK �§ qN b ICz4i9 Psa..-4j 16=010l C'6P10A FSz49 [•Yz49 ril n ril LESS 774AN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS. STORM AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFLES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO GITY OF AUBURN FOR SEWER DUCTILE IRON WATER PIPE TO BE CLASS 52. DESIGN. c U LOW POINT ELEV - 397..89 LOW PANT STA = 10+50 .i PW STA - 10+50 F PW ELEV = J8].64 INK K phi qy �h PROPOSED FINISH E".i � � - F{/f/ MAINTAIN ' NV COVER OVER RPE 1.00x 8' 0.1. WATER MAIN 17'k9 ' BEND---0 390 / / B' CAP � / / AE HYDRANT HYDRANT / ENI RNG GROUND / OUR AT 380 PHASE 4 (SEE PLAN SHEET 48) EET PROFILE SCALE f = 4U HORIZONTA 1 L 4' VERTICAL I PROPOSED FINISH GRADE EL. AT T1P EL AT IMP n� h h h� hWj h� hubj hubj h h KLzf14. L,AOIft11V LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO RELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING W7774 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 EL+lzG9 IICz4i9 400 390 KZ WATER MAIN AS —BUILT INFORMATION IS SHOWN BY R/M AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS AS —CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) ®2016 TRIAD �T LAD Ji0w Wa 5Wm4n M lE IWb Al WmbMe, WAM= 42.S41fi.20W 1iSbBSM3 W �M&Oi6BWM1ee .LINY�aWnM development \11I' k D A N A Lw o U Q 2 U Q to � Q 3 O ti cc N � t N W c U LO W (p CC Q CL to ~ Lu 07 � LL N 1 ,v1', to Z J O Y 4 � h � o � m > ti w U d if if 3s�3l i€�� ollRo I! IN ROY E. L g A. PE PROJECT MANAGER ROBERT E. WALLIA PLS PROJECT SURVEYOR ROY E. LEW$ F., PE PROJECT ENGINEER .£EERY L COX, ASG PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: D(EN.; 10-40' YERT.; 1'-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 sKKff NO. 57oF76 I I I PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. f40 i / / em / / N^ / f30 / 38 J' s X /MNNTNN SO' MIN. / COVER OVER PIPE PW STA = 7+00 PWELEV - 411.BJ / 00^r / 6 f20 FlR£ HYDRANT EXISRNC -A-T- O / INSTAALLL A/F AC RELEASE CONTOU AT i �� LOCALE AT HIGH POINT PW STA - 3+00 LOW PgNT - 901.15 PW ENV - ' WA IE 416.08 1. is LOW POINT STA I+J7.65 / \ / PW STA = f P42.24 A 4 Si{ PW TEEN -f6ow 'RPROPOSFD FNISH / / O / / ,50,00• N"S Y i / / / 110 �a \ 1.60% ATER 112' MNNCUN 4.0'M/N .T. PE S0 IE 411.06 COVER OVER u 12 WA CROMN 409.66 y9 1 Y 12•�.I.�wy 12'WA IE 71 WA NN 401.J8 f00 _ _- - _ -_- pR PROWOf 1. 'MIN. WA CROWN 401.4] WDE LO' MIN. / / ��� 12 PR / P/PES 12' IE J94.B5 / P FANCE BE111EEN / CROWN PR PROW NIMUM 0.5' AI/N/MUM / //// CLEN ANCE BETWEEN Pl (SEEVOTE RI/S SHEET) 12' LEE I YDRANT 12' SO IE J9). / 12 WA CROWN PRONOE 1.O'AWA .14 1 / G CJEARANCE BE EN P1PE5 \ l 390 / / J 380 PHA 3E 4 (SEE PLA SHEET 49) PROFIL SCALE 1 = 40 H 2ONTA 1'- 4' 77CAL I 7y PROPOSED FINISH GRADE EL T iYP TELAT TrP 370 v� %R h ry h ng hg 'og *g 'eg ^3 "am "a nil v e♦ e.I. >;. 370 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 am 430 420 410 390 DUCTILE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL 380 REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS STORM AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES. SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. CAU77ON LOCATION OF EXISTING U7IU7IES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA RON OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND URURES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SU65TANDAL REPAIR COSTS. �T LAD JiIIIIIIII �S Mw SUUA] WmbMe, WA0 42.5416.200D naMfl fiw eo0.N9.otbatu M1ee development Ve TKxwTK.LINYc\�Tna JW��M� e`yT \'1'1'/' �LkDANA ay tiJ a N W Lu 6 Zf 3! U i a `d n @ ROY a ICINs ✓L. PL' PROJECT MANAGER ROBERT E. WAUTA FES PROJECT SURVEYOR ROY E. L WM .., PE PROJECT ENGINEER .£ Y L LOX, AS PROJECT LANDSCAPE ARCHITECT EIRSI' SUBMITTAL DATE: 7128106 Sf1A6E: 6008.: 10-40' YM6.: 1'-4' STAMP NOT VMJD UNLESS SIGNED AND DATED JOB NO. 03-094 02016 TRIAD SM NO. 63DE76 431 421 411 1 7 m' PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. gu LOW POINT E EV=419.R2 LOW A PW S A 1 1+50d gs ±R ± A m EXISDNC GROUND PROPOSED FINISH -- ,� + y�yy yy� _ N CONTOUR AT CRAOE A .00% \ 1 \\� 'F r B MAIN a 1.00% % ----- 12' D.I�WAIER --- _ ----- _ __ --- ------ --- — AIRA 15L V Ulm--- ---- --- ECR POINT \\ \ COYERO 12 PIPE --- —1 ----- ----- \ \\ \ _ ----ATF 0000--- FIRE \\ —�---- HYDRANT ------ L ------ If ANT \ O 12' 0.1. �ATFf? M IN_ � \ _ —''------- --- - --- - // ---- -1--77 12' ZF ` 12 Xe REDUCER LIM?OWE \ i 1 414.06 \ 112. I / CLEARANCE CLEARANCE I ]KEEN \ PIPES \\ IfWA / E 414M ! 50 LRODN 4121E i PHA E 4 (SEE PLAN fET 49/50) 9HWAY PROFILE SCALE 1 HORIZONTALI 1'= 4' 77CAL OWS ING GROUND PROPOSED N/SY/ CRADE 11 1T EL. AT y� Y� V� Y� e N N4 � ., � cryt � N O� hN •� my N nH N y "I� N N tiV p e N v hK N v bb N N p v v ,� N v N e ro N e c "` tMid rMid ICIGOA rl�ffcfj I'�fifj !;ffGfj placoi DUCTILE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS STORM AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESIGN. 430 420 410 11+00 CAU770M LOCATION OF EXISTING UTILITIES SHOWN /S APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 FIELO VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING Wi7H CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWV FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U711.17/ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. �i0wRIAD Tsa JRe9rcImMRE fE SUYAI WmbMe, WA0pr1 42S41fi.2000 axbesosam eo0.N9.otbatu M1ee xw'.YtlY®tlaMM Jl �LL�\�0��development �11j/. J� u \I,I' �LkDANA 0 i 3 i Y 6 Zf 3! G ROY E 1£INS ✓1.. PE PROJECT MANAGER RO T E. WALLIA %S PROJECT SURVEYOR ROY E. LEW$ F., PE PROJECT ENGINEER .£ Y L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: ROSE.; 10-40' YEE.; 10-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SINET NO. 64 or 76 02018 TRIAD E PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 0 440 / \ PROPOSED FINISH \ ADE TM \ 430 \ 4. \ \ TRACT UU RECREA RON SEE WA7ER PROFILE \ �2CONDNUAOONE B \ AIR AC RELEASE 420 AT H1CH 4: \ L TE �\ \\ BRE \ \ \ HYDRANT \\ \\ \ \\\ \\ \\ 12VX22 1 'BEND 12 GATE VALVE \ \ 1Y ADAPDX \ \ 12*X022 1 \\\ \ 4' 410 PUB!/C 5SER AND WATER EAXANT FJBSI/NC woumi I CO 400 \ < <<y W ¢ C 0 8 I �� 2 CO R OIER 12 PIPE � fin NO ASBUILT 12 TE OFF 1.0'WN. CI A BEiBEEN MPES PHA E — ——_ --- =___ 360 _y _ INSTALL 60'-24' STEEL SLEEVE AT WE/LANO (SEE PLAN EFTS 50-51) CROSSING USE HOPE SLEEVE BL INC-W000 PRCHIBl7EU PROFILE SCALE 1 = 4 HORIZONTA 0' Wg7ER M IN NOT 1"= VER77CAL CONSMU lED PROPOSED ISH GRADE EXlS NC GROUND T/Y RTSV EL Ai EL T 9TG 00 ^l N_n hq Mp cn M Y u] M Y b b V O ro 9 CO V WATER MAIN AS —BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVA DONS SURVEYED AT VALVE LOCA77ONS DUCTILE IRON WATER PIPE TO BE CLASS 52. CAUTION LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR LOCA77ON OF EXIS7ING U77LI77ES SHOWN IS APPROXIMATE AND MAY SAND WEDGE PER CITY OF KENT STANDARDS NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSBILITY TO FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO CONVEYANCE PROCEEDING WITH CONS7RUC7I0N. YOU MUST CALLSTORM AND BUSINESS AS -CONSTRUCTED PLANS PROFILES. SEES WEAR PROFILES (THIS SET)AFOR WA R DESIIGN, ORE SHOW SHANEE7HESE BEFORE BEGINNNG EXC5 NOTAVA77ON AWHERE ANY LUNDERGROUND � C SEE SHEET i FOR STATEMENT APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER U77U7IES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN DESIGN. BEARING SUBSTAN77AL REPAIR COSTS �i0wRIAD Tsa JMSWmMRE fE SUYA� WmbMe, WA0pT1 42S41fi.ZOW axbesosam eo0.N9.otbatu M1ee xw'.YtlYsatlaMnM development 40 VERDANA rr W W 03 a L WLLU. Q 6 Zf 3! U i a a n m�3HUI ROY E. LEWN . .., PE PROJECT MANAGER ROBERT E. WAUTA %S PROJECT SURVEYOR ROY E. [ WM PROJECT ENGINEER .EFT£RYL COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: RUB.: 10-40' YERT.: 1'-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 Sew NO. 670E 76 0201E mina 430 420 I / MAINTAIN 4.0' MIN. COVER OVER 12 PIPE Y^_hx MIN 0 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. at. WATER 0 ASBU/LT BLOW OFF PHA SE 314 (SEE PLAN SHEET 51) OFFSITE WA TER PROFILE SCALE i = 40 HORIZONTA 1 4' VER77CAL i DUC7IL£ IRON WAR PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS 440 430 AD �,410 In a v WATER MAIN AS —BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAU77ON LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U71LI77ES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWV FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U71LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. PROFILES. SEAND ES WATECONVEYANCE PROFILES (THIS SET) FOR WATER DESIGN, SEEJHEsE AS -CONSTRUCTED PLANS DESIGN SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER (SEE SHEET 1 FOR STATEMENT) IRAD A ,�,n1�5 SUMAj W.w6nie, Who 42 416.XMO 1isAeB SC39W eooA89.otba to M1ee xw'.LINY�aWM Jl �RRO 1 . " u development OT1,10' �LkDANA COCC W W 03 a h tiLL �O Z Q U to J J • O O Q � LSO •• h ` W Y 1v1,,, �W V Q Qc no 0 i y 6 W Y b LK� � k yya C ffi z ROY E. [ wI A.., PE PROJECT MANAGER RO T E. WAUTA PLS PROJECT SURVEYOR ROY E. LEW$ F., PE PROJECT ENGINEER .£ Y L COX, AS A PROJECT LANDSCAPE ARCHITECT EIRSI' SUBMITTAL DATE: 7128106 SCALE: D(AW.: 10-40' YWR.: 10-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SDI' ND 60 0E 76 Q J01E mina I PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 440 430 420 410 MO 390 380 DUCTILE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS WATER MAIN AS —BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF 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 U71U77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. SE I PROFILES. SEAND ES WATECONVEYANCE PROFILES (THIS SET) FOR WATER DESIGN, SEEJHE I AS -CONSTRUCTED PLANS APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. (SEE SHEET 1 FOR STATEMENT) IRAD A ,�,���5 S ft Aj W.w6nie, WA0 42S416.XMO 1isAeB SC39W eooA89.otba to M1ee xw'.LINY�aWM Jl �RRO�VV1."ju development \••VI'/ �LkDANA CO W W 03 a h tiLL 30 Z Q J J • (0 O Q � ADO •• h ` W Y 1v1,,, �W V Q Qc no 0 i y 6 W Y �oaoaaa E3 b [� yass ROY E. [ wI A.., PE PROJECT MANAGER RO T E. WAWA PLS PROJECT SURVEYOR ROY E. [ WM PROJECT ENGINEER .£ Y L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: D=.; 1'-40' YWR.; 10-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 S'8661' NO. 69DF 76 o201R TRIAq PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E„ W.M. I. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WN NE LATEST EDITION OF NE CITY OF KENT STANDARD SPEaRCAVONS, AND WWOT/APWA STANDARD SPEdFICA)1QVS LATEST EDITION. THE CITY OF KENT RESERVES ME RIGHT TO REWGT ANY DAMAGED AND/DR AIM -COMPLIANT CONSMU071ON MATERIAL. 2 PRIOR TO ANY CWSIRUCTIW ACTIWTY, ME CONTRACTOR STALL 547IIEWLE AND A77END A PRE-CONSTRUCDON CONFERENCE WM ME CITY OF KENT CONSTRUCTION I115PECTFON PERSONNEL BY PHONING 25J-856-5500. W�00A•L'W,A•t.]r!LFYr"IAGGJN:NA6•N:I=Wa..;Ixla,4rKY/:LgN/fy1:1J'.i.:4:14c� 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSRUCTED TO OBTAIN STREET USE AND ANY OMER RELATED PERMITS PRIOR TO CONSMUCHON ACVWTY. 5. IT STALL BE ME SOLE RES'ONSBIUTY OF ME CONTRACTOR TO OBTAIN SWEET USE AND ANY OMER RELATED PERMITS PRIOR TO ANY CONSMUCRON ACTIWTY. 6. ALL LOCATIONS OU EXISTING URURES SHOWN HEREON HAW BEEN ESTABLISHED BY RELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD MEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS ME SOLE RESPONSRUTY ME CONRACTOR TO INDEPENDENTLY WRIFY ME ACCURACY OF ALL ME UUUTY LOCATIONS SHOWN AND TO FORMER DISCOVER AND AMD ANY OMER URURES NOT SHOW HEREON WHICH MAY BE AFFECTED BY ME /MPLEMENTARON OU MIS PUN. ME CONMACNR SHALL CONTACT WE UNDERGROUND UTILITIES LOCATION SERWCE (1-BOO-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ME OMER OR HIS REPRESENTATIW AND ME ENGINEER STALL BE CONTACTED IMMEDIATELY IF CONFLICTS EMST. 7 LOCATIONS OF ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. IMPROVEMENT AND SMUCMRE LOCATIONS SHALL B£ FIELD SET BY WRWYOR/fNGNEER AS REWIRED A CUT SHALL BE REPLACED WM AT LEAST NREE (J) SIX (6) WON CRUSTED ROCK SURFACING TOP COURSE A SOILS ENGINEERS RECOMMENDATION AND TESTS IN NO GENERAL NOTES - WATER 1. ALL WORK MATERIALS SHALL BE IN ACCORDANCE WN ME LATEST EDITION OF ME CITY OF KENT STANDARD SPfdflCATIWS AWWA, AND W T/APWA STANDARD SPEdflCARONS, LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTIWTY, ME CONTRACTOR SHALL SWEDULE AND ATTEND A PRE-CONSTRUCRON CONFERENCE WN NE CITY of KENT CONSTRUCTION INSPECTION PERSONNEL BY PHONING 255-856-5500. W.+.r.•irJ�:rr.�amst�Tciraar�/�ar,.-:>F,�Ia, rmN�c�:ra.,�ilzMalva�A3r.•r�:r.:arx» 4. ALL WATER SYSTEM IMPROWMENT5 SHALL BE CONSTRUCTED IN ACCORDANCE WN NESE PLANS ANY DEWA RON FROM NE PUNS WLL REQUIRE APPROVAL FROM NE OMER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES 5. IT STALL BE NE SOLE RESPONSIBILITY OF NE CONTRACOR TO OBTAIN SWEET USE AND OVER RELATED PERMITS PROR TO ANY CONSTRUCRON ACRWTY. 6. ALL LOCATIONS OF EXISTING URURES SHOWN HEREON HAW BEEN ESTABLISHED BY RELD SURWY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD NEREFORE BE CONSIDERED APPROXIMATE DAILY AND NOT NECESSARILY COMPLETE IT 15 NE SOLE RESPONSIBILITY Of NE CONTRACTOR TO INDEPENDENTLY VERIFY N£ ACWRACY OF ALL NE UTILITY LOCATIONS SHOWN AND M FURNER DISCOVER AND A MD ANY OMER UTILITIES NOT SHOW HEREON MHICH MAY BE AFFECTED BY ME IMPLEMENTATION OU MIS PLAN. WE CONTRACTOR SHALL CONTACT ME UNDERGROUND URURES LOCH RON SERWCE (1-BW-424-5555) AT LEAST 48 HOURS PRIOR TO CONSRUCTION. NE OMER OR HIS REPRESENTARW AND ME ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST 7. ALL NEW CONNECTIVES M ME EXIRNG WATER SYSTEM SHALL BE IN STMCT CONFORMANCE WN ME CITY VE KENT CONSMUCRON STANDARDS AND ME APPROPRIATE SUBSECRONS VE SECTION 7-11 OF ME WSDOT/APWA SPECMCATIOVS NOT MORE MAN GONE CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN AND ME EXISTING MAINS UNBL ME NEW PIPING HAS BEEN SATISEACTOMLY, GLEANED. FLUSHED. RGGED, DISINFECTED, PRESSURE TESTED, AND PURITY TESTED. TEMPORARY PLUGS OR CAPS AND BLOCKING SHALL BE INSTALLED AT NE POINTS OF CONNECTION TO ME EXISTING SYSTEM. ME CONTRACTOR SHALL CONTACT WE 8. TWO CUBES FOR PIGGNG'SNALL BE INSTALLED IN WE NEW WATER MAIN AT NE INITIAL CONNECTION AND AT EACH LATERAL FROM WE NEW WATER MAIN. NE WATER DIWSON SHALL PROWDE NE WBES PICKED UP BY NE CONTRACTOR AT NE WATER DIWSW SHOP LOCATED AT 5821 S 2407H STREET. 9. PRESSURE AND PURITY TESTING SHALL SE DONE IN NE PRESENCE OU AND UNDER SUPERWSW OF NE CITY OF KENT, PUBLIC WORKS DIRECTOR AND/M HIS REPRESENTARW. ME CONTRACTOR SHALL PROWDE PLUGS AND/OR TEMPORARY BLOIVOFF ASSEMBLIES FYM EXTING, FLUSHING AND PURITY SAMPLING ALL WATER MAINS SHALL BE INSTALLED AND TESTED IN ACCORDANCE WN AWWA STANDARD C651-92 AND SECTIDN 18 OF ME CITY OF KENT CONSBRICTION STANDARDS WATER SERWCES TWO (2) INCH AND SMALLER INSTALLED PRIOR TO WATER MAIN TESTING SHALL BE TESTED WN ME WATER MAIN. I1. ALL WATER MAIN RPE SNAIL BE CEMENT -LINED WCTILE IRON CONFORMING TO ANSI-A-21-11-1977 OR LATEST REWSION, NIMESS CLASS 52 CEMENT MORTAR LINING AND SEAL WAITING SQUALL CONFORM TO ANS A-21-4-11-1974 OR LATEST WRSRTN. (RIPE „VENTS SHALL BE PUSH-VE, MECHANICAL J(WT OR FLANGED WM RUBBER GASKETS) 12. ALL RTRNGS STALL BE CAST IRON, VE DUCTILE IRON, CEMENT -LINED, GLASS 25G UNLESS ONERWSE SPECIFIED, CONFORMING TO ANSI A-21-11-1977 OR LATEST REWSION. ALL RTTWG JONTS SHALL BE DRILLED IN ACCORDANCE WM ANSI B-IB.I AND SHALL BE 125 LB. CONFIGURATIVE UNLESS OMERWSE SPEdFlED. 11 CONCRETE BLOCKING SHALL BE PLACED AT ME TEES CROSSES BENDS AND OMER APPURTENANCES AS SHOWN ON ME PLANS OR AS DIRECTED BY ME DIRECRNT. BLOCKING SHALL BE CLASS MREE NWSAND PER 14. ALL WATER MAINS TEN (10) INCHES AND SMALLER SHALL HAW A MIN/MUM WWR OF MIRTY SA (W) INCHES BELOW FINISH GRADE ALL WATER MAINS TREL W (12) INCHES AND URGER SHALL HAW A MINIMUM COWR OF FORTY EIGHT (44) INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR. WATER MAINS SHALL BE LONERED TO CLEAR. A MINIMUM ONE (1) FOOT WRTICAL SEPARARW SHALL W MAINTAINED BETWEEN ALL UTILITIES COUNOMOLOCI[WSE, AND UNLESS ONERWSE SPECIFlED, SMALL BE NOW -RISING STEM TYPE EQUIPPED WN TWO (2) INCH SQUARE OPERATING NUT. ALL VAL WS SHALL BE FURNISHED WM A NEW VALW BOX AND WWR, AND ALSO A VALW MARKER POST WHEN ME VALW IS NOT WM A PAWO AREA. A CONCRETE VALVE MARKER POST SHALL HAW FOUR (4) INCHES MINIMUM SQUARE SECTION AND MINIMUM HEK:fIT OF FORTY TWO (42) INCHES WN A BEVELED EDGE AND CONTAIN AT LEAST / 3/8 INCH DIAMETER BAR OF REINFORCED SM. MARKERS SHALL BE PLACED AS DIRECTED BY ME E GNE£R AND SET AS TO LEAW EIGHTEEN (18) INCHES EXPOSED ABOVE MAX. (SEE STANDARD DETAIL 3-4 /N APPENDIX 'e ) M ALL FlRE HYDRANTS SHALL BE COMPRESSION TYPE BREAK -AWAY (TRAFFIC MODEL) HYDRANTS JiCOREY STYLE HYDRANTS ARE NOT ALLOWED) CONFORMING TO AMA C502 UNLESS OWERWSE SHOWN, AND INSTALLED IN ACCORDANCE WM CITY OF KENT STANDARDS. ME HYDRANT LEADS SHALL BE A MIN/MUM OF SIX (6) INCHES IN DIAMETER. AUXILIARY VALVES SHALL SE INSTALLED IN ME HYDRANT LEADS LOCATED AT ME CWNECDON TO NE CITY MAIN. ALL HYDRANTS SMALL BE EQUIPPED WN A DRAIN. A CRAWL POCKET OR DRY NEL. SHALL BE PROWDED. HYDRANT DRAINS SMALL NOT SE CONNECTED TO STORM GRAINS OR LOCATED WHIN TEN (10) FEET O OR CONNECTED TO SANITARY SEVERS HYDRANTS SHALL BE PAINTED WM TWO (2) WAYS OU FARWEST WONDERGLO WICK SET HI -PERFORMANCE ENAMEL PUBLIC HYDRANTS ARE WHITE f1100 SERIES AND PRIVATE HYDRANTS ARE YELLOW PJ472. PRIVATE HYDRANTS PEDUIRE AN APPROVED DOUBLE d RNI I E MD I ASSEMBLY LOCATED ON PRIVATE PROPERTY. CONCRETE EIi HYDRANT WARD PO515 FURNISHED AND INSTALLED WN ME ARE HYDRANTS AS DIRECTED W, IX ENGINEER. AN WARD POSTS SHALL MAX OF REINFORCED CVE T. G, EIGHT (B) INCH IN DIAMETER, T (FEET) LONG AND BORED I A MINIMUM 2 EME S NREE (3) FEET. WARD E TWO STALL NOT BE SET NIGHER RAN NE TOP AL NE SRRE ET HYDRANTR TREY SMALL BE PLUMB, AND WHERE TNO POSTS ARE USED AT A ARID PO TREY SHALL BE SET WN WEIR TOPS GOATS NE SAME ELEYARON NE EXPOSED PORTION E I E WARD POSTS SMALL BE PAINTED WN TWO (2) WAYS VE WHl1E CWCREIE PAINT, APPROVED BY NE ENGINEER. (SEE STANDARD DETAIL 3-1 & J-1(A) IN APPENDIX 'B) 1T. USNG WATER FROM HYDRANTS BLOWOFFS WATER SERWCES PRIOR TO METER INSTALLATION OR OMER SOURCES OMER NAN ME APPROVED MAIN LINE CONNNECRON REWIRE A USE PERMIT, METER AND CHECK VALW ASSEMBLY ISSUEDBY ME WATER DIWSIM. PERSONS USING WATER ILLEGALLY WLL BE PROSEWTED. 18 ONCE ME ONE NEW CONNECROW HAD BEEN MADE ON NE EXISTING WATER MAIN, THE WATER DIWSION SNALL PLACE A LOCK ON THE CONNECTING VALW AND BE RESPONSIBLE FOR THE OPERATION OF ME VALW. IF NE CONTRACTOR. FOR ANY REASON OPERATES NE CONNECED VALW NEY SMALLB£ RESPWSBLE FOR PAYING A FlNE OF $1.00000 FOR EACH INCIDENT. TURNER, IF THE CONTRACTORS ACTION OF OPERATING NE VALVE CAUSES ANY NEALN COMPLAINTS OR ADDITIONAL WDRK BY NE WATER DINSION, TREY SHALL BE RESPONSIBLE FOR PAYING ALL COSTS AND CLAIMS FlLED AGAINST AND BY NE CITY OF KENT. 19. WHERE WATER MAINS CROSS SANITARY SERER MAINS AND LESS MAN 1.5 FOOT VERTICAL CLEARANCE EXISTS BETWEEN NE TOP OF WE SEWER AND ME BOTTOM OF NE WATER MAIN, NE SANITARY SEVER SHALL BE CONSTRUCTED OR RECONSTRUCTED WM CUSS 50 DUCTILE IRON PIPE FOR A MINIMUM HORIZONTAL DISTANCE OF TEN 00) FEET ON EACH SIDE OF ME WATER MAIN WM NO J NT. 2O SM GROSS CONNECTINW BACKFl.OW PROTECTIVE STANDARDS, USE ME LATEST EDITION OF ME GROSS CONNECTION CONTROL MANUAL, PACIFIC NgtMWEST SECRW - AWWA. 21. ANY OPEN CUTS � EXISTING PUBUC ROADWAYS SHALL BE BACKnUfV AD COMPACTED IN ACCORDANCE WM CITY OU KENT STANDARDS ALL CUTS INTO EXISTING ASPHALT SIALL BE ALONG NEAT, CONTINUOUS SAW CUT UNES A TEMPORARY GOLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION ME EXISTING SURFACING MUST BE REPLACED IN KIND (OR THREE (3) INCHES t CWPACR'D ALLOWABLE WORKING HWRS DETOUR AND WARNING MONS AND NORFlCATION OF THE ROAD ALTERATIONS TO ME POLICE AND/OR OMER EMERGENCY SER14= 22. ABANDONMENT OF EXISTING WATER MAINS, STUBS VALVES WATER SMWXS AND/OR APPURTENANCES SHALL BE PER SECTION 112 (G) OF WE CITY OF KENT CONSTRUCTION STANDARDS 21 PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE O OCCUPANCY PERMITS SURVEY OR CERRnEO AS -BUILD MMMR DRAWINGS MUST BE PREPARED OU ALL PUBUC WATER MAIN FACILITIES SUBMITTED TO AND ARPROWD BY NE CITY OF KEIIE PUBLIC AORKS DIRECTOR OR HIS DESIGNEE (SEE AS -BUILT REQUIREMENTS IN APPENDIX E') PVC WATER MAIN CVECI:EIE MRUST BLOCKING AGAINST UNDISTURBED AVOW SOIL SECTION VIEW WATER MAIN MARKER PIPE NOT TO SCALE AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) �RLAD Tsa JilRw MSWminmw SYW AI WmbMe, WAMM 42S41fi.ZOW Hi5.40B T.�W iM4b.0/6B W M1M xw'.LINY�aWM Y.( MOVV " \WON/ �LkDANA Q O N U cc J � ' O oIn Q % WW Lu Y 1_u' /1 //\ cz O ca W 6 Z�Lf 3! li 3! C Y k q =��KIVV�1'W' VWW ROY E. L£WS ✓L. PE PROJECT MANAGER ROBERT E. WALUA PLS PROJECT SURVEYOR ROY E. LEW$ .., PE PROJECT ENGINEER .£R1:RY L COX, ASG PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7/28106 SCALE: MOREL; N/A MIR.:N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 ®2016 TRIAD RAT NO. 71D►76 R bl' 425 425 PROPosm cnsr- Ir WA PUCE WALL 400 n WALL (5) ' 450 450 PROPOSED FULLY 425 RE/NFORCED ROCKERY EX CAS 12' S0 II EX S" WA EX 6" SS-FMJ `B' ss b b 0 b O R WALL 18) a�I Nil 425 425 PROPosm cAsr- PLACE wAu 400 WALL (9) PROFILE SCALE 1"" 4U HORIZONTA 1"= 4' VERTICAL PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E U/nn 425 425 400 400 PROPasm cAsr- - PLACE WALL 11 55 b q h h h m m M WALL (fOA) PROFILE SCALE 1 = 4 HORIZONTA 10" 4' VERRCAL 425 400 PROPOSED FULLY RdlFQPCED b X. " SS -FM 8' b ONE EX 6. 17 EX & a'.: 55 WALL (11) 1� 425n 425 PROPOSED 4Ln.�/ 400 REINFORCEDROCK 1 "L4' SD WALL (151 4 PROFILE SCALE 1 = HORIZONTA 1'= 4' VERTICAL WALL (22) PROFILE SCALE 1 = HORIZONTA 1"" 4' VERTICAL N, s 425 425 Puce WALL 400 S' S0 h WALL 1271 development V k WA 1 ail4 450 450 PROPosm vrrA Rcoar weu 425 425 a Y WALL (29) �I EX. 2" h N O N h h AS -CONSTRUCTED PLANS (SEE SHEET 7 FOR STATEMENT) 02016 TRIAD cc RLAD _IS SO WaeSrvM SWmMREfE SUY A� WmbMe, WA0pr1 42S41fi.2OW vsbe sosam �N9.otba to M1ee �j���.LINY�aWM i L iLu�OVa"Y E iDANA y O ti W y J J 3 W O U - 6 Zf 3! G 3! 6 w 2 0 ROY E. tEWs A. PE PROJECT WAGER FOBERT E. WA[Ll$ %S PROJECT SURVEYOR FOY E. [EM$ F., PE PROJECT ENGINEER ,£REFY L LOX, ASG PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7/28/06 SCALE: �.;YMD' Y6R.:1' ' OO304 STAMP NOT VALID UNLESS SIGNED AND DATED SMN0 76OP7V