Loading...
HomeMy WebLinkAbout11D2020K3PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. BRID ES (F.K.A. VERDANA) RPHASE 3 ROAD AND UTILITY P V L882 R NWVIJ4'W I ISfJB14 L 14 IJJ560 PR 53 a4135 16 M7 153 r ACT RB ! I� NOI JOY1'E I rss Teo fir l6z r63 E \ FOUND2RM ! PRIVA It KEY VAL TRACT HH OD \ � I4 E I \ p'i •A we 147 rri ,s rz ,x oI �b zC` z (n c FouN0 IG / - E TRACT( RR S a E rR RR CT FF x m �I I LW14 T CT AM r it 44,46 �` DN /E E�-� e � T 87 I Lspa14 �i SE i ,,, TRACY EI /.� E Ea-ErRAer E I� II I FND 12• R 1Jz 'E E L f E E E 12pr// GTE E I FNO 1 2" REBAR NO j15650 .yyy� uz 1MJ v4 r� . � e E E //A8E P- O]03 j1 r°o14� �E E E E (- `E 'E EL-403815 N88'30'30-W T/FACTEAAlD7 � E � NO15J'35'E ASg,74 322' N01'29'30E 1.21r r FND 12' R C .� E E E E rrs ! �_ I r W ALUM CAP O�OD n yr vz Y r-joff, ACS 14 CDR' /' qR,�� /pyE E E E LW8 1 E E E E E c H TRACT � PRIVA]E RESIDEN � 2 o31P r 3 E E E E E E E �I, 66 rsa rz as rs 6 Y [NA r E ^rgr iyo raz rear ETRA T HA SE [ Y A raacr /'E E E E E Ero E E 4__�_ 1GA INC. #15650' 2 � E E E E E E TpF E � B rm m r6 r vro n n r nfi ] os oB P09' 2 r f f E f E E EE' os r ENnA �i�l �� wsrSrSE rm ]oe v 1 n a E E E E TRACT TT 2 '5g�E MAC E CZ}157E7 TFAC7AAA EE IACET-� ;- 9 J �E' p /E E E E E E IE�EIE r� E E E S2 1 FMTINE E E E f E E f E E E E E E E kj IE EI / REST sr DEYELOPAENT I E E E E E E E E E E E E E E E E E E f TRA se n TRACT W E E E E E E E E E E E E t E E E E E E E E E L- i PRIVAI£ I \. E E \.\ °J 42 4 °0 FOUND MON IN CASE SEC COR KE 0138' E EI Ems'` AC XX a-9Ozaza• W' - - TRACT WW V R VIRAL S 6 r] 78 re 16 Sr 12 23 24 124TKA�==-- ® 1,®_ _ -'SE ZB6TN ST — �1 __ _ �g i TRACT BIEI E FOND IN LS NHBARI Ii332 P N886.]f CASE CTR SEC fB�EEBEB/_Ga� IBM-D a LS 9614 a_Qa699 OZ N AND 0.17'W I HORIZONTAL DATUM." NAD 83191 DATUM WAS ESTABLISHED BY HOLDING KING COUNTY COORDINATES FOR 5ECnON MOWUMENTS WRK BY TRIAD ASSOCATES ON 10­2J-03. SOUTH 714 CORNER N..' 4512734145 C. 163542tN54 NORTH 114 CORNER N 4562851468 S 163SSB9.1169 COORDNATES ASSOCIATED KIN THIS DRAWING ARE PRWECT CCORDNATES W O1 MAYBE CONYERTEO TO STAM PLANE CRUD COORDNATES BY SUBTRACTING IOLOOO METERS (3280833JJ3 FEET). THEN MULRPLYWG BY O99WU864002, THE INITIAL COORDINATE CONVERSION WAS PERFORMED USWG THE LDCA M-PRO CPS POST MDCESSWC SOFTWARE WRNON 2.0. VERTICAL DATUM: NA VD 88 MOM IWO BENCHMARKS CITY OF KENT BENCHMARK 44991 FOUND RR SPIKE IN SW FACE OF POWER POLE.425564, 3I' UP, AT NW CORNER BE 288TN ST. AND 1181N AVE SE EL-4J9.83' CITY OF KENT BENCHMARK 1791 FOUND RR SPIKE N S FACE OF POKER POLE 142W,, f I' UP, AT NW CORNER SE 288TH ST, AND 120M AYE SE EL=44288' LEGEND PROPOSED FEATURES EXISRNG FEATURES �--�BOUNOARY 0 SEWER MANHOLE El EXISTING GRAVEL --SD— —EXISTING STORM DRAW PIPE LOT LNE , SEWER UEANOUT --S5---EXISTING SEWER MAIN TBGHT--OF-WAY ■ PROPoSED GRAVEL --W---EXISnNG WATER MAN d/iIER Fl.OW, &LIMB LWE CA TON BASIN, TYPE I --Po---EXISTING POKER LWE _ CENTER LINE 0 CA TON BASIN, TYPE II El EXISTING ASPHALT —UGP— —EXISTING UNDERGROUND MNER LINE ---EASEMENT • STORM CLEANOUT --G---EXISTING GAS MAIN -----SEWER MAIN p YARD GRAIN ❑ I*WOSED ASPHALT --n--- EXISTING MEPHOWE LINE -- ---- --- — SEVER FORCE MAW SINGLE WATER METER PAVEMENT ❑ EXISTING CATCFI BASIN TYPE l •'E'ER SERVICE DOUBLE WATER METER E'er PROPOSED SIDEWALK ® EXISTING CATCH BASIN TYPE B STORM DRAW PIPE pr O EXISTING SEVER MANHOLE _____________ ROOF & FOONNG DRAW F IRRIGATON MERR EJ PROPOSED CONCRETE -------------ROCKERY DRAN ITT FIRE HYDRANT p EXISTING POKER POE -------WATER MAW AIR/VAC RELEASE VALVE NETLAND © EXISTING POKER VAULT - -300- - - - - 10' EXISTING CONTOURS EXISTING WY ANCHOP --- 302-------- -2' EXISTING CONTOURS BLOW OT FENCE N CATE VALVE ® RIPRAP F EXISTING WATER MEIER NERAND TEE R EXISTING FIRE HYDRANT •••••••••••••••••• 4 -BUFFER LINE K1 BEND EXISTING AIR/VAC RELEASE VALVE ROCKERY REO/CER o- EXISTING BLOW OFF � CURB RAMP . CONCRETE BLOCKING EXISTING GATE VALVE STREET LIGHT POLE AL SON w'Po,� 'r C EXISTING COJIFERWS TREE MAILBOX MAIL YYY/���` RETAINING WALL ( ] EXISTWC DEOMVLS TREE rs CONCRETE PIPE CASING V 865. L-----� I I I I R I II i lµ II TWO 4J2653 60 TRACT M I N8T e 4.072 f PRIVATE RESIDENPAL 49 50 15r 151 I.'J 1s° 1S5 , 256 RA 7 L 2s] zTr P S9 1zo J� 2]B BB 16f p =B D 1B 19 SO Jr J2 s� — rRBAN MINOR ERIAG STREET) LA S z - SCALE:IK= 200' o Tao zoo 4ao ON OF KENT BENCHMARK J11854 RR SPIKE IN SIDE OF PP FOUND 518' REBAR/CAP DyT BENT OVER TO SOUTH �] ° TRACT AAA TRACT K T"E TRACT H 1031.2J' E a26 m 32a ozs 26 19B 9 ]Cfi 304 �,r 2 C TZ 3r, J)p 3093^8 W ] 5 s v 6 Ed�P� B 34Y A 3°e 3° n 342 se r �0 3u a r eso 77 vX CT C \ AG 7'. E _ n9 E E JE E TRAGTA E E / NGlv6'ae"e SE 2897H ST SITE W ;CITY N OF W KENT Q Q N Dry, SE 3041H S]REE =�312m STITEET ' VICINITY MAP ! NOT TO SCALE SITE INFORMATION OWNER/ KENT 16a UC DEVELOPER: YARROW BAY DEVELOPMENT 825 FIFTH AVENUE SUITE 202 KIRKLANO, WA 98033 425-202-Wn CONTACT. COkI LUND ENG1N£ER MIND ASSOOA TES SURVEY0 / 12112 115M AYE NE PLANNER: KIRKLAND WA 98O34 425-821-6448 r FAX (425) 821-3487 CONTACT- BOY E LEWS, JR., PE WETLAND ALTMAM OUVER LLC DFOLOCIST• P BOX 578 CARNARON, WA 9W14 42r=-4535 CONTACT.. SIMONE OIYER GEOTECHN/CAL GOLOER ASSCGATES WC ENGINEER .• WOO NE UNION HXL ROAD, SUITE 200 REOMOND, WA 98052-JJJ3 425-833-0777 CONTACT.' JM "NSCW, PEC =B D 1B 19 SO Jr J2 s� — rRBAN MINOR ERIAG STREET) LA S z - SCALE:IK= 200' o Tao zoo 4ao ON OF KENT BENCHMARK J11854 RR SPIKE IN SIDE OF PP FOUND 518' REBAR/CAP DyT BENT OVER TO SOUTH �] ° TRACT AAA TRACT K T"E TRACT H 1031.2J' E a26 m 32a ozs 26 19B 9 ]Cfi 304 �,r 2 C TZ 3r, J)p 3093^8 W ] 5 s v 6 Ed�P� B 34Y A 3°e 3° n 342 se r �0 3u a r eso 77 vX CT C \ AG 7'. E _ n9 E E JE E TRAGTA E E / NGlv6'ae"e SE 2897H ST SITE W ;CITY N OF W KENT Q Q N Dry, SE 3041H S]REE =�312m STITEET ' VICINITY MAP ! NOT TO SCALE SITE INFORMATION OWNER/ KENT 16a UC DEVELOPER: YARROW BAY DEVELOPMENT 825 FIFTH AVENUE SUITE 202 KIRKLANO, WA 98033 425-202-Wn CONTACT. COkI LUND ENG1N£ER MIND ASSOOA TES SURVEY0 / 12112 115M AYE NE PLANNER: KIRKLAND WA 98O34 425-821-6448 r FAX (425) 821-3487 CONTACT- BOY E LEWS, JR., PE WETLAND ALTMAM OUVER LLC DFOLOCIST• P BOX 578 CARNARON, WA 9W14 42r=-4535 CONTACT.. SIMONE OIYER GEOTECHN/CAL GOLOER ASSCGATES WC ENGINEER .• WOO NE UNION HXL ROAD, SUITE 200 REOMOND, WA 98052-JJJ3 425-833-0777 CONTACT.' JM "NSCW, PEC UTILITY PURVEYORS WATER, STORM. INIERIOR ROADS CITY OF KENT i SEWER: ON OF AU5VRN FRONTAGE ROADS' KING COUNTY BONNEVILLE POWER 1840I CONVMCTON WAY SE ADM/NISTRA TION: KENT, WA 98G42 253-63/-9154 CONTACT.. PAM WOOLSON o TACOMA WATER: 3628 S MIN STREET a TACOMA, WA 98409 m I CONTACT. CARL EVERY PUG£T SOUND ENERGY: 8001 S 212RI STREET KDITW4 98U2 25J-J95-7065 CONTACT. . DAYS HAWMORNE 00" (ON -SITE OESIGN) 58'll"W DD• 355 (ION AVENUE NE EST/04E BELLEYUE, WA 98004 425-462-39,17 ATE CONTACT. PONET NEUANSOMNH (FRONTAGE IMPROVEMENT- IRANSMI590N OEscm) SHEET INDEX 1 COVER SHEET wa WATER PLAN (PHASE " 1A SITE INFORMATION AND NOTES 2 CONDITIONS OF APPROVAL 45 WATER PLAN (PHASES 1/3) SITEADDRESS' 2A GEOTECHNICAL NOTES 46 WATER PLAN (PHASES 1/2/3) BETWEEN SE 2887H ST R SE M47H ST 3-4 ALIGNMENT PLANS 47 WATER PLAN (PHASE 3) ANQ 1187H AVE NE 4 1247H AYE SC 5-6 COMPOSITE UTILITY PLANS IVA ADNA DES 144) PLAN KING COUNTY 4849 TER 7 8 PLAN ID'M G ) TAX PARCEL NUMBERS: $g WA TER 9 19 POND 'W" PLAN AND SEGT40AFS "fASE ' 51 WATER PLAN (PHASE 3/4) 042105-9016 786700-0046 1112 (PHASE•' 5254 WA TER PROFILE (PHASE 1) 55 WATER PROF/LE IPHASE 1/3) I 95 PLAN (PHASES 1/3) 58 WATER "M & 13) PROF/LIE (PHA SE 1'), 17 ROAD/STORM DRAINAGE 18 ROAD/STORM DRAINAGE PLAN (PHASES 7/2/31 59 60 WATER WATER PROFILE (PHASE PROF/LE (PHASE 1/31 19 ROAD/STORM DRAINAGE PLAN (PHASE 3) 6T 2022 2324 94GTDR„ DRAINAGE n4DTD n., DRA#MGE PLAN MnNASES 124' PROFILES "(AGE 1) 62 WATER PROF/LE (PHASE 2/3) READ DTORM ID •DES 65 WATER PROFILE IPHASE 4) z5 26 DRAINAGE ROAD/STORM DRAINAGE PROFILES 1711 PROFILES (PHASES 1/31113) 27 28 ROAD/STORM DRAINAGE D�GTGR.A PROFILES (PHASES 1/2/31 "fASEG 174) 66 67 WATER PROF/LE (PHASE 3) 29 ROAD/STORM RDADic TDRv DRAINAGE DRAINAGE PROFILES (PHASES MnNAe•_ 1/316869 WATER PROFILE (PHASE 4)_ WATER DROFA E IPHASE .) 39 31 ROAD/STORM READ i6TD R.A DRAINAGE PROFILES PROFILES DR..EII« (PHASES InuA ccc 1/31 71 WATER DETAILS AND NOTES .iol 82 33 ROAD/STORM DRAINAGE DRAINAGE PROFILES (PHASES 2/3) 74-75 EASEMENT PLANS n.DTDn.A DRAINAGE PROFILES AI 76 ROCKERY / WALL SECTIONS "h4GE EARTHWORK QUAN7777ES CUT VOLUME = 287,500 CY FILL VOLUME = 355,300 CY NOTE.' 7741S ESTIMATE WAS PREPARED BY EARTHWORK SERVICES, INC., USING THE EXISTING AND FINISH GRADES PROVIDED IN THESE PLANS THIS lS AN ESTIMATE ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION COST ESTIMATES OR BIDDING PURPOSES 774E CONTRACTOR /S SOLEY RESPONSIBLE FOR REWEWNG ALL AVAILABLE GE07ECHNICAL INFORMATION AND GENERA77NG HIS OWN SET OF EARTHWORK ASSUMPTIONS AND QUANTITIES. ON '.00A A J OF EXIS771VG U77LITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE 1R ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY =47I0W OF UnOnES PRIOR TO PROCEEDING WTH CONS7RUC77OX YOU MUST CALL -800-424-5555 NOT LESS THAN 2 FULL BUSYNESS DAYS BEFORE BEGINNING .XCAVA7ION WERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO W COULD MEAN BEARING SUBSTAN77AL REPAR COSTS 36 ROAD/STORM DRAINAGE PROFILES (PHASE 1/3) 1-30 LANDSCAPE PLANS 37 ROAD/STORM DRAINAGE PROFILES (PHASES 1/31 1-24 WETLAN9 MITIGATION PLANS 3$ 39 ROAD/STORM DRAINAGE PROFILES (PHASE 3) 3 of 3 SITE , 6)qM AT61N . WATER DETAIL 4e a-4 GIIRR A G R,,,, TG 41 ROAD SECTIONS, DETAILS AND NOTES 11 D2020K3 42 STORM DRAINAGE DETAILS I CER77FY THAT THE LOCATIONS, ELEVA77ONS, DEPTHS, AND AS -BUILT COMMENTS REFLEC77NG MATERIALS ACTUALLY USED DURING CONSTRUC770N ACCURATELY REFLECT EXIS77NG FIELD COND/RONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.' Sw Date 0 M07 1 M ASSOCIATE: /AST SOCIATCS IVI IWfstl.V/A#WVNZa 495.821.8448 A96K21.JPMW 60.98E.WPAtlM 11eEAxmm YAMOWBAY -- Lie 40 EKDDANA Q J � Q J O a U W � � 3 ti 3 ti �gffilllll11 9999I ROY E. LEW9, J.., PE PROJECT MAGER ROBERT E NLUS KS PROJECT SURVEYOR ROY E. LEM1S . ,. PE PROJECT ENGINEER JESFRY L COX ASIA PROJECT LANDSCAPE ARL'Ma FIRST SUBMITTAL DATE: 7128106 SCALE: NOM: I"-200' MET. N/A STAMP NOT YAM UNIffi5 SIGNED AND DATED JDD NO. 0X 094 SHEET NO. 1 M 76 l33 2 LEGAL DESCRIPTION PARCEL A THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 194 FEET OF THE NORTH HALF OF SAID SOUTH HALF OF THE SOUTHEAST QUARTER; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7501270237,• AND THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 2/ NORTH, RANGE 5 EAST, WLLAMET7E MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7501270237,• AND THE NORTH J ACRES OF TRACT 9, THE SOUND TRUSTEE COMPANY'S THIRD ADDIRON, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 13 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. EXCEPT ANY PORTION OF ABOVE DESCRIBED PARCEL WHICH MAY FALL WRI/N LOTS 7 AND 8 OF THE PLAT OF TINE SOUND TRUSTEE COMPANYS R/IRD ADDITION, ACCORDING TO 714E PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. PARCEL B; TRACT 9, EXCEPT THE NORTH 3 ACRES, AND TRACT 10, EXCEPT THE SOUTH 120 FEET THEREOF, ALL IN THE SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. PARCEL C: THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WLLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF LYING WTH/N 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 WTH/N THE RIGHT OF WAY OF SOUTHEAST 3047H 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 3047H STREET. - THENCE NORTH 0178'56" EAST, ALONG THE WEST LINE THEREOF, A DISTANCE OF 700.00 FEET, THENCE SOUTH 75J8'Ol' EAST A DISTANCE OF 472.02 FEET; THENCE SOUTH 2376*16" EAST A DISTANCE OF 664.25 FEET TO THE NOR7HERLY MARGIN OF SAID SOUTHEAST J047H STREET,' THENCE NORTH 8752'16" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 750.00 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION LYING WR/IN CRYSTAL MEADOWS ACCORDING TO THE PLAT THEREOF, RECORDED /N VOLUME 194 OF PLATS PAGES 66 AND 67, IN KING COUNTY, WASHINGTON. PARCEL D: LOT 3 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 SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF SAID NORTH HALF LYING WRI/N THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 74090404,02. PARCEL E PARCEL F. LOT 4 OF KING COUNTY SHORT PLAT NUMBER 7800134, RECORDED UNDER RECORDING NUMBER 6101150681, BEING A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 2/ NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF SAID NORTH HALF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. EXCEPT THAT PORTION WHICH MAY FALL W7H/N LOT 7, AND THE ADJOINING 20' ROAD ADJOINING THE NORTHERLY LINE THEREOF, ALL IN THE SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. LEGAL DESCRIPTION (CONT'DI PARCEL G. GOVERNMENT LOT J SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WLLAMET7E MERIDIAN, IN KING COUNTY, WASHINGTM EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124774 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 THE ABOVE DESCRIBED PROPERTY, BEING THE TRUE POINT OF BEGINNING OF THE EXCEPTION HEREIN DESCRIBED, THENCE WEST, ALONG THE NORTH LINE OF SAID LOT 3 A DISTANCE OF 255.00 FEET - THENCE SOUTH, PARALLEL W774 THE EAST LINE OF SAID LOT 3 A DISTANCE OF 272.00 FEET, THENCE EAST, PARALLEL WITH THE NORTH LINE OF SAID LOT J A DISTANCE OF 100.00 FEET. THENCE SOUTH, PARALLEL W774 THE EAST LINE OF SAID LOT 3 A DISTANCE OF 114.00 FEET,• THENCE EAST, PARALLEL WITH THE NORTH LINE OF SAID LOT J A DISTANCE OF 155.00 FEET' THENCE NORTH, PARALLEL WITH AND 30.00 FEET FROM THE EAST LINE OF SAID LOT J A DISTANCE OF 387.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL H.• LOT 1 OF KING COUNTY SHORT PLAT NUMBER 780014, RECORDED UNDER RECORDING NUMBER 8101150681, BEING A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF SAID NORTH HALF LYING WITHIN THE RIGHT OF WAY OF 1247H AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7409040402. PARCEL I.' THAT PORTION OF THE SOURI HALF OF TRACT 11, 774E SOUND TRUSTEE COMPANYS 7711RD ADDIRON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13, OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF TIHE FOLLOWING DESCRIBED LINE: BEGINNING AT TIHE SOUTHEAST CORNER OF SAID TRACT; THENCE NOR777, ALONG 774E EAST LINE THEREOF, A DISTANCE OF 50.00 FEET TO TIHE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED, - THENCE IN A NORTHWESTERLY DIRECTION /N A STRAIGHT LINE TO A POINT ON TIHE NORTH LINE OF TIHE SOUTH HALF OF SAID TRACT WHICH POINT LIES 135.00 FEET WEST OF 774E EAST LINE OF SAID TRACT, BEING TIHE TERM/NUS OF THE LINE HEREIN DESCRIBED. PARCEL ,k THE EAST 194 FEET OF THE NORTH HALF OF THE SOUTH HALF' OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 124TH AVENUE SOUTHEAST, THE WESTERLY MARGIN OF WHICH WAS ESTABLISHED BY DEEDS RECORDED UNDER RECORDING NUMBER 7412300186 AND 741230016Z PARCEL K. THAT PORTION OF THE NORTH HALF OF TRACT 11, SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME iJ OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE.. BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTH HALF,, THENCE NEST ALONG THE SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF 135.00 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED, THENCE /N A NORTHWESTERLY DIRECTION /N A STRAIGHT LINE TO A POINT ON THE NORTH LINE OF SAID TRACT, WHICH POINT LIES 31336 FEET NEST OF THE NORTHEAST CORNER OF SAID TRACT AND IS THE TERM/NUS OF THE LINE HEREIN DESCRIBED. rg,1TTaa�s THE EAST HALF OF THE SOUTH 120 FEET OF TRACT 10, SOUND TRUSTEE COMPANYS THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME iJ OF PLATS PAGE 100, IN KING COUNTY, WASHINGTON. N07E THE LEGAL DESCRIPTIONS SHOW) HEREON HERE PROVIDED /N CHICAGO 777LE INSURANCE COMPANY'5 ALTA COMMITMENT #1092361 DATED JUNE 16TH, 2003. MOST 07HER MATTERS OF THE RILE AND APPURTENANT EASEMENTS SHOWN HEREON WERE FROM FIRST AMER/CAN TIRE INSURANCE COMPANYS POLICY IJ1461374 DATED APRIL 1, 2005 AT 2:51PM. HORIZONTAL DATUM. NAD 83191 DATUM WAS ESTABLISHED BY HOLDING KING COUNTY COORDINATES FOR SECTION MONUMENTS SURVEYED BY TRIAD ASSOCIATES ON 10-23-03 SOU774 114 CORNER N 4512734145 E.• 1635424.5464 NORTH 114 CORNER N.• 4562851468 S 1635569.1169 COORDINATES ASSOCIATED WITH 7741S 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 LEICA SKI -PRO CPS POST PROCESSING SOFTWARE VERSION 20. VERT/CAL DATUM., NA VD 88 ORIGINA 77NG BENCHMARKS CITY OF KENT BENCHMARK 1791 FOUND RR SPIKE IN SW FACE OF POWER POLE IJ28664, it' UP, AT NW CORNER SE 288TH ST.. AND 118TH AVE SE EL=439.83' CITY OF KENT BENCHMARK #792 FOUND RR SPIKE /N S FACE OF POWER POLE #4282, tf' UP, AT NW CORNER SE 2887H ST. AND 1207H AVE SE EL=44289' ORIGINATING BENCHMARKS CITY OF KENT BENCHMARK 1791 FOUND RR SPIKE /N SW FACE OF POWER POLE #28664, Si' UP, AT NW CORNER SE 288TH ST. AND 118TH AVE SE EL=439.83' CITY OF KENT BENCHMARK #792 FOUND RR SPIKE /N S FACE OF POWER POLE #4282, f1' UP, AT NW CORNER SE 288TH ST AND 120TH AVE SE EL=44289' TEMPORARY BENCHMARKS 7BM-A SET SCR/BED 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' 7BAI-B SET SCR/BED SQUARE ON THE SOUTHEAST CORNER OF SOUTHERLY POWER TOWER 110'f SOURIEAST OF NORTHEAST CORNER OF LOT 9 OF THE SOUND TRUSTEE COMPANYS THIRD ADDITION PLAT ELEV=40388' TBM-C SET WN/TE PAINT ON AGGREGATE ROCK /N CONC BASE OF 6' CYCLONE FENCE AT SOUTHWEST CORNER OF GOVERNMENT LOT 3 ELEV=43265' IBM-D SET SPINDLE ON POWER POLE J29241, ON THE WEST SIDE OF 124TH AVE SE, 1600't SOUTH OF NOR774 114 CORNER OF SEC 4, W. 21N, RGE 5E, W.M. ELEV 428.70' SITE ADDRESS BETWEEN SE 288TH ST AND SE J04771 ST 8M2 1187H AVE SE AND 1247H AVE SE. TAX PARCEL NUMBERS 042105-9016 786700-0046 FRONTAGE IMPROVEMENTS FOR 1247H AVENUE SE, 118TH AVENUE SE, SE 3047H STREET AND SE 288TH STREET ARE SHOW/ ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. AT si�lti,lJ aw �lmw.. N g WA8BOW8)d' 435%t�]1011u 425.9t 1 l ft 6UABBMSbIM wrvtlWYexcwn 1l "OWB 11 co `J"ft*A MQ Lo `1\1 U M J J V!• O Z Cc j _I V O 2 O I G 0 n z a N� �f 4 0 0 0 o c S ROY E lEXIE X. PE PROJECT EANAGER xamERrE wauls as PROJECT' SURVEYOR ltOYE (EX IS 0., PE PROJECT ENGRWEER ZF RrL=As PROJECT IANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7MI06 SCALE: HOM: N/A W-'N/A STAMP NOT VAM UNLESS SIGNED AND DATED JOB NO. 03-094 sir NO. 1A OF 76 02007 1RIAD ASSOCIATES BASEDDEWL ON T PRECEDING FINDINGS AND COF LAND WE REOUE!ET FOR APPROVAL OF A LOTS IS AIRY PLAT AND PLANNED UNIT S CDWFITQ TENT TO SUBDIVIDE ISS47 ACRES CE LAND IN10 SB6 9NClE-FAMILY RE90ENnAL LOTS /S dTAN1E0 WBA'Ci TO THE FOLLOWING coNDInoF/B " A. GENERAL CONDITION OF APPROVAL 1. THE TERMS AND CONDITIONS OF MULTIFAMILY DESIGN REVIEW MFOR-2004-13; WHICH WAS APPROVED ON NOVEMBER 29. 2005 SHALL APPLY TO THIS PROPOSAL. 2. THE TERMS AND COWEVONS OF ADMINISMATIW VARIANCE AV-2005-7, WIN WAS APPROVED W NOW MSER 28, 2004 SHALL APPLY TO MIS PROPOSAL. 3. THE PUD AND PRELIMINARY PLAT APPROVAL /S FOR 3n SNGLE-FAMRY RESIDENTIAL LOTS AND/OP DWELLING UNITS AND ONE FUTUR 4. WE OWER/BIBOWDER SHALL INSTALL fl E NEW SIGNALIZED PEDESTRIAN CROSSING REQUIRED ON 124M AVENUE SE AS WELL AS PROVIDE SIGNALIZED PEDESTRIAN CROSSING AT ARE EXISTING SCHOOL CROSSING OF W J046H STREET. a PR/OR TO RECODEA 7/ON OF THE nNAL PLAT 1. THE OWNER / SUBDIVIDER SMALL PAY ALL ON OF KENT FEES AS DETERMINED BY THE PUBIC NCWKS DEPARTMENT, CHARGES IN LIEU OF ASSESSMENTS AND/OR LATECOMER FEES F ANY, PRIOR TD RECORDING THIS PUT. 1. THE OWNER /WROWDER SHALL PROVIDE PUBLIC WORKS WITH A DIGTAL PLAT MAP PREPARED WTI A CAD PROGRAM IHE DIGTAL INFORMAWON CAN BE FORMA TIED /N EITHER •.GRID (AUTOCAD) OR •.DXF (DRA KING EXCHANGE FILE), WE MUST BE BASED UPON STATE PLANE COODINA EES AN ASSUMED COQRDWAW SYSTEM IS NOT PERMITTED. THE STATE PLANE COORDINATES SHALL BE ON THE MAD 83/91 DA NM AND RELATE TO AT LEAST TW ON OF KENT REFERENCE POINTS WWNN ONE HALF MILE OF ME SUBDIWBO .. IN ADDITION, THE PRCkFCT SMALL BE TIED INTO AT LEAST TWO CITY OF KENT NAD W VERTICAL BENCHMARKS AND INN ADDITIONAL PERMANENT BENCHMARKS SHALL BE ESTABUSHED WITHIN WE PROJECT. WE ELEVATIONS OF THESE BENCHMARKS WILL BE REPORTED AT WE TIME AS -BUILT DRAWINGS ARE S'UBM/T/ED ALONG WIN FIELD NOTES SUFF70ENT M WRFY MDR ACCURACY. A ME OWNER / SUBDIVIDER SHALL SUBMIT AND RECEW ON APPROVAL FOR EWWEERNG ORAMWS FROM ME DEPARMENT OF PUBLIC WORKS AND SHALL MEN EITER CONSTRUCT OR BOND FOR ENE FOLLOWING A THE APPLICANT HAS PROPOSED SEWER SERVICE FROM ME OTY OF AUBURN THE PUBLIC SANITARY SEN£R SYSTEM SHALL BE EXTENDED FROM ENE EXISTING PUBLIC SANITARY SEVER SYSTEM AND SHALL BE SIZED AS DETERMINED THROUGH ME ON CE AUBURN INTERLOCAL AGREEMENT. IN ADDITION, ME SANITARY SERER SYSTEM SHALL BE EXTENDED ACROSS ME fNnRE S/BOWSION AS NEEDED TD SERW ADJACENT PROPERTIES WM/N ME SAME SERVICE AREA, UNLESS OTHERWISE DETERMINED BY ME SANITARY SEVER PURWYOR. B A PUBLIC WATER SYSTEM MEEDNG CITY OF KENT STANDARDS FOR ALL LOTS SHALL BE REQUIRED. EXISTING WELLS SHALL BE DECOMMISSIONED IN ACCORDANCE WIN ME REQUIREMENTS OF ENE DEPARTMENT OF ECOLOGY. C ME ENG/NEE W PLANS MUST MEET ME MINIMUM REQUIREMENTS OF ME ON OF KENT CONSTRUCTION STANDARDS UNLESS OMERWSE APPROVED BY ME PUBLIC WORKS DEPARTMENT MROUCH WE PUNNED UNLT DEVELOPMENT PROVISIONS AND 200E ON OF KENT SURFACE WATER DESIGN MANUAL (KSWOM L W/RAL GUIDANCE FOR THE ENGINEERING PUNS IS GWN BELOW (SEE CHAPTER 2 OF KS" FOR DETAILED SUBMITTAL RECLNRMENR): (i) INCLUDEWE ENGINEERING PLANS ROLE AND PPE RCATIONS NECESSARYY TOCONSTRUCT ROAD, DRAT ACE AND OTHER RELATED /MPRO A IHE ENGINEERING PLANS SHALL SHALL INCLUDE A RNA MC WKZAL WFDITMATION REPORT (TIR) WINCH CONTAINS ALL THE TECHNICAL WFORNARON AND ANALYSIS ED DEVELOP IHE SITE IMPROVEMENT PLANS (2) WE RETENTION / DE2NTI0V AND RELEASE STANDARD THAT WILL BE MET BY WE WBDIWSW IS LEVEL W. WE WATER QUALITY MENU MAT WILL BE MET BY ME SUSDIWSLW IS ME RESOURCE STREAM PROTECRON MENU. (J) (4) A FINAL DOWNSTREAM ANALYSIS /S REQUIRED FOR MI5 DEELOPMENT• AND IT WILL INCLUDE AN ANALYSIS FOR CAPACITY, EROSION POTLNnAL AND WATER QUALITY. REFER nJ ME REQUIREMENTS OF IELWN/CAL INFMMA RGN REPLWT5 IN SECTION S ' F -SEE ANALYSIS' OF WE 2002 ON OF KENT SURFACE WATER DESIGN MANUAL FOR ME SREORC INFORMATION REQUIRED FOR DOWNSTREAM ANALYSES. (5) IN AREAS WHERE SOTS WRLMATF AND IT IS RECOMMENDED BY IHE GEOMETRICAL ENGINEER CE RECORD AND APPROVED BY THE IE AS A CONORON OF BUILDING PERMIT ISSUANX RESIDENCES CCWSMUCW CW LOTS XX WROUGH XX OF MIS GUBOIVTSVE MUST PROVIDE ROOF DOWNSPOUT INFILTRATION SYSTEMS (6) (7) M£ OWNER / SUBDIVIDER SHALL EXECUTE DECLARATION OFSTORM WATER FAWN MANTENANCE COVENANTS FOR WE PRIVATE PORTIONS Oi ME DRAINAGE SYSTEM PREPARED BY ENE PROPERN MANACEUENr S TKX/ OF ENE DEPARTMENT OF PUBLIC WORKS AND SHALL INCORPORATE PROVISIONS OF ENE MAINTENANCE COWNANr WWN ENE CC&RS RECORDED AGAINST ENE PROPERTY SEE REFERENCE 8-F, DECLARATION OF STORM WATER FAWN MAINTENANCE COVENANT, In THE 200E CITY OF KENT SURFACE WATER DESGN MANUAL FOR WFORMA ION ON AMA /S CONTAINED WWN MIS DOCUMENT. D. A DETAILED GRADING PUN FOR ME ENnRE SUBDIVISION MEETING WE REQUIREMENTS OF THE ON OF KENT CONSTRUCTION S7AWARDa AND OF KENT DEVELOPMENT ASSISTANCE BROCHURE -5 EXCAVATION AND GRADING PERMITS & GRADING PLANS INITIAL MESS GUIDANCE FOtt OR PLANS /S GWN BELOW (7) nXW PLANS WEE INCLUDE PROVISIONS FOR UM1W% ROADWAYS RfTENnVE / DEMWMW PLWDS STORM WA IER MEATMENT FAWnES AND A BUILDING FEDERAL) FOR EACH LOT, UNLESS A GRADNG-ONLY PERMIT APPLICATION IS SUBMITTED PRIOR TO THE CONPLE ON OF ME UnUTK,, ROADWAY, RETENnCM/DEIENTION PONDS STORM WATER TREATMENT FACILITIES AND BOLDING FOOT PAD FOR EACN LOT. (2) THESE PLANS SMALL BE FOR BUILDING PERMITS DMOYED TO REDUCE THE NEED FOR PROCESSING SEVERAL INDIVIDUAL OUDWG PERMITS UPON APPUCAnON (J) UNLESS OTHERWISE AUMOR1ZED BY ME DEPARTMENT OF PUBLIC WORKS PRIOR TO SUBMITTAL CE THESE PLANS THE CONTOUR INTERVAL SMALL BE 2-FEET, AND EVERY FIFTH CONTOUR LINE WILL BE DARKER MAN ME OTHER CQNTN/R LINES. ALL CWTOUR LINES WILL BE CLEARLY LABELED AND AT APPROPRAIE INTERVALS ALONG ROSE LINES E. A TMPORARY EROSION / SEDMMENTAVON CONTROL PLAN FOR WE ENTIRE SUBDIVISION MEETING RILE REQUIREMENTS OF THE ON OF KENT CONSTRUCTIVE STANDARDS AND WE STORM WATER MANAGEMENT MANUAL FOR ME PUGET SOUND BASIN. R PLANS MUST REFLECT THE DEEAXEO GRADING PUN DISCUSSED ABOVE AND A DETAILED MEE PLAN TO SE APPROVED BY PUNNING SERVICES F. A FINAL WETLAND WTIGA RW PUN MEETING WE REQUIREMENTS OF KENT ON CODE CHAPTER 11.05 FOR REVIEW AND APPROVAL BY Q (1) THE INTERIM IMPROVEMENTS OR n4E OKWR/SUB WXR MAY PAY KING COUNTY A FEE IN UW OF THE INTERSECTION IMPROVEMENTS WINCH FEE SHALL BE APPLIED TD n4E CART PRO.CCT SOELY FOR EHE INTENDED NTERSECnON IMPROVEMENTS AT MIS LOCATION. (2) SOUTHEAST 304M SWEET /S CLASSIFIED AS AN URBAN COLLECTOR ARTERIAL (WITH SKE LANES) BY KING CDANN AND WILL BE CONSTRUCTED TD THE 1993 KING COUNTY ROAD STANDARDS UNLESS OnH£RWSE DEMIMED BY KING COUNTY WM CONSENSUS FROM TIE KENT AND AUBURN PUBLIC WORKS DEPARIIADIM THE INTERIM /MPROVEMEN75 ALONG MIS SWEET MUST PROVIO£ FOR AT A MIN/MUM: SWEET NAMES f STAMW STREET NAMES f STATION SHEET NAMES [ STAMW W Q 2 Z I� W a N ROAD A SS SWEET SE SE 296W PUCE 11 5 0i-+ IIZ29 2OF6229 - 29+9Q70 TRACT O(C} SE 289N PLACE 11 12-113+0360 MACr N'Ak I+00 - 3+37.51 M4CT4 ACOURT SE 295M COURT 1+00 - 2+80.50 ALLEY A 1+00 - 15+02.79 1ZW0 STREET .SF 1ZWQ WAY SE 1+00 - 5+08 +08 5- 14+,a29 ALLEY Q 14: - 8+19.90 MACE A 121ST PLACE SE 1+00 - 9+0AN TRACT A 112N0 PUCE SE 1+00 - 6+4786 MACE SE 297W ET 1+00 - 6+4 W AC M. 2MDSE 2WAY NO WSE SE 289W PUCE _ 16 J+AY 16 - 11+00 11+W - 1J+THI7 MACE SE SWEET I+00 - 4+4&18 /120W COURT SE 1+00 - 2+40 123RD ACE SE SE 2967H SMEEr 1+00 - 13+3&67 IJ+JB.87 - 14+42.70 TRACr 11aW PUCE SE 1+00 - 9+97 MALT 12ON S EET SE Sf 192ND WAY 1+00 - f0+9731 f0+97.31 - 18+J9.74 MALT f2340 P ACE SE 1+00 - 5+41.66 MACr SE 2997H WAY 1+00 - f0+OJ80 MACr 110W WAY SE I+00 - 10+9501 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. C. PEDESTRIAN WALKWA Y IMPROVEMENT PLANS FOR INTERNAL CONNECITWTY AND COWIECIAETY To ADMUNT PARK AND SCHM SITES. TO BE RENEWED AND APPROVED BY THE CITY OF KENT PUBLIC WORKS DEPARTMENT AND PLANNING SERVICES MWBW.. THE APPLICANT SHALL PROVIDE DOOVUENTARON ACCEPTABLE TO THE CITY OF KENT MAT THE SCHOR. CROSSINGS HAW BEEN REVIEWED AND APPROVED BY THE (A) A VERTICAL CURB & GLITTER. A 5-FOOT HIDE PLANTER STRIP, AND A 5-FOOT WIDELYMENT CONCRETE SIDEWALK ALONG THE NORTH AUBURN SCHOOL DISTRICT AND KING COUNTY ODES SICE OF THE STREET AT LEAST M-FEET OF HOT MIX ASPHALT (HMA) PAVEMENT AT THE INTERSCRON OF SOUTHEAST J W STREET WITH 124M AVENUE SOUTHEAST FOR A MINIMUM LEFT TURN POCKET LENGTH OF AT LEAST 2 FJEET, PLUS THE OPENING AND TRANSITION AREAS FOP THE LEFT TURN POCKET AND PAVEMENT TAPERS IN ADDITION TO THE PAVEMENT WIDENING REWIRED FOR THE EASTBOUND LEFT TURN LANE THE REMAINING STREET FRONTACE ALONG SOUTHEAST JWTH STREET CURL W PROVIDED WITH A MINIMUM PAVEMENT (3) (4) NOTE AN APPROVED TURNAROUND WILL BE REQUIRED AT ME EAST END OF MIS NEW PUBLIC STREET UNLESS OMERWSE REQUIRED BY THE KMT AND AUBURN DEPARWMM OF PUBIC W0RK5 AND KENT FIRE MARSHAL WIN CONSENSUS FROAH KING COUNTY N. STREET IMPROVEMENT PUNS FOR ME NEW PUBLIC RESMInAL COLLECTOR STREET CONNECING 114M AVENUE SOUTHEAST TO 118M AVENUE SOUTHEAST (ROAD A. THE STREET IMPROVEMENT PLANS FOR ROAD A SHALL W DESIGNED IN CONFORMANCE TO ME REQUIENEN15 FOR A RESIDENTIAL COLLECTOR STREET AS REQUIRED BY THE CITY OF KENT. ALL NEW AND /MPROWD /NT£RSECMWS SHALL MEET ENTERING SLIT DISTANCE REOGREMENT5 PER K/NG COUNTY• AUBURN AND KENT ROAD STANDARDS (1) COMEINED VERTICAL CURBS & GUTTERS A 5-FOOT WIDE PIANTAIG STRIP CONSTRUCM BETWEEN THE BACK OF CURB AND 7ME fMWT OF THE SIDEWALK, AND THEN 5-FOOT WIDE CEMENT ONCREIE SIDEWALKS ALONG BOM SIDES OF ME STREET. (2) A WNW OF M-FEEr OF A9 ALT PAWMMT,, MEASURED FROM FACE OF CURB ED FACE OF CUM& (5) A STREET UGHTWG SYSTEM DESIGNED AND CONSTRUCTED TO WE CITY OF KENT STANDARDS THIS SWEET LIGHTING SYSTEM WILL BE OWNED AND MAINTAINED BY PUCET SOUND ENERGY, AND THE HOME OWNERS A550OAnQV (H04) CREATED FED? MIS DEVELOPMENT (4) FACTURES STORM WATER DRAINAGE SYSTEM. INCLUDING PROVISIONS FOR COLLECEION, CONVEYANCE DETENTION. AND TREATMENT (5) CURB RETURN RADII OF M-FEET AT PUBLIC STREET WTERSECM)NS OF n4E R DENnAL COLLECTOR SMEEP„ AND COMMERICAL OR/WWAY APPROACHES TO ME PRIVATE STREET INTERSECTIONS DESIGNED TO ACCOMMODATE A JO-FOOT /NODE TURNING RADIUS UNLESS On IWSE DETERMINED BY THE DEPARTMENT OF PUBLIC WORKS IN CWAWC770N W W FIRE PREVENTIVE. (6) STREET TREES INSTALLED WITHIN THE 5-FOOT WIDE AS MEASURED FROM THE BACK OF CURB, PLANTING STAIRS THESE STREET TREES WILL BE LOCATED AS APPROWD BY WE PUBL/C WOORKS DEPARTMENT AND PUNNING SERVICES. AND WE SPECIES SHALL BE SELECTED FROM WE APPROVED STREET TREE UST CONTAINED WIHIN ON OF KENT DEELOPMENT ASS FIANCE BROLNURE P4, ON CE KENT STREET TREES ANY LANDSCAPE ISLANDS SHALL BE PLMM PURSUANT TO SECTION 1507 CE ME KENT CITY CODE. L SRQT IMPROVEMENT PLANS FOR ME NEW PUBLIC RESIDENTIAL STREET (ROAD B) CONNECTING SQUTIkAST 2WTH STREET TO ME RESIDENTIAL COLLECTOR STREET (ROAD A} THE STREET IMPROEMENT PLANS FOR ROAD B SHALL BE DESIGNED IN CONFORMANLF TO WE REQUIREMENTS FOR A RESIDENTIAL STREET AS REWIRED BY WE ON OF KENT. ALL NEW AND IMPROVED /NTERSECWS SHALL MEET ENTERING SIGHT DISTANCE REQUIREMENTS PER KING COUNTY AND KENT ROAD STANDARDS (I) COMONED VERTICAL CURBS & GUTTERS A 5-FOOT WIDE PLANEAVG STRIP CONSTRUCTED BETWEEN ME BACK OF CURB AND TEE FRONT OF ME SIDEWALK. AW WON 5-FOOT WIDE CEMENT CONCRETE SIDEWALKS ALONG BOW SIDES OF WE STREET. (2) A MINIMUM OF 28 FEET OF ASPHALT OF WE STREET, AM M FEET WNEREP PARKING IS US ON BOTH DES MEASURED INY)M FOFCEMEFCURB SETTU FAX OF CURB, MEW PARKING IS ON WE SIDE (3) A STREET UG WG SYSTEM DESIGNED AND CONSTRUCTED M WE ON OF KENT STANDARDS WS STREET LIGHTING SYSTEM WILL BE OWNED AND MAINTAINED BY PUGET SOUND ENERGY, AND ME HOME OWNER'S ASSOLYATION (HOA) CREATED FOR MIS DEELOPMENT. (4) A PUBLIC FACILITIES STORM WATER DRAINAGE SYSTEM. INCLUDING PROVISIONS FOR COLLECTION. CLW WYANCE DETENTION, AND TREATMENT (5) CURB RETURN RAGI OF JO-FEET AT PUBLIC STREET INTERSECTIONS CE WE RESIDENTIAL SWEET,, AND COMMEROK DRWWAY APPROACHES TO WE PRIVATE STREET INTERSECTIONS DESIVEED TO ACCOMMOUATE A JO-FOOT INSIDE TURNING RADIUS, UNLESS OTHERWISE DETERMINED BY ME DEPARMENT OF PUBUC WORKS IN OOAUNCnON WITH ARE PPEWNEION (6) WEE BE EXAM AS APPROVED BYEET TREES INSTALLED WITHIN ETHE 5-FOOT UOBLICC MRKS DEPARMENTO PLANNING 5ERWCES AND W BACK OF CUR6, TIME SPECIES NG S�S THESE BE SELECW FROM THE APPROVED STREET WEE UST CQVTAPWO WITHIN ON OF KENT DEELOPMENT ASSISTANCE BROCHURE 114, OTY OF KENT STREET TREES ANY LANDSCAPE ISLANDS SHALL BE PLANTED PURSUANT ED SECTION 1507 OF ME KENT ON CODE. 1 SWEET IMPROVEMENT PUNS FOR ALL OF THE NEW PRIVATE RESIDENTIAL SEREETS CONSTRUCTED WITHIN ME RESIDENTIAL SUBDIVISION / PUD. INCLUDING ALONG ME SOUM SIDE OF ENACT V AND ME NORTH SIDE OF MACE W. THE SWEET /MPROWMENT PLANS FOR THESE SWEETS SHALL BE DESIGNED IN CONFORMANCE ED THE REWIREMENI5 FOR PUBLIC RESIDENTIAL SENEETS AS REQUIRED BY ME CITY OF KENT CVESERfUCTION STANDARDS ON OF KENT DEVELOPMENT ASSISTANCE BROCHURE JMZ PRIVA RE AND PUBLIC SWEET NPROWNENES AND ON OF KENT DEVELOPMENT ASSISTANCE BROGRRE AA STREET WPROWwENT PUNS FOR A 22-FOOT MINIMUM TO J2-FOOT WIDE MAXMUM SWEET. ALL NEW AND IMPROVED /NTERSECTIVES BULL MEET ENTERING SIGHT DISTANCE RE01/WEMENiS PER KENT ROAD STANDARDS ME GEPARTMENT OF PUBLIC WORKS PLANNING SERVICES ANTI WE ON RRE MARSHAL HAW REVISED WE STREET STANDARDS OF THE PUG ORDINANCE To READ AS FOLLOWS FOR HIS DEVELOPMENT. (1) OIMShED VERTICAL CURBS & GUTTERS, A 5-FOOT WIDE PLANING SM/P CONSTRUCTED BETWEEN ENE BACK OF CURB AND 114E FnONr OF THE 9CEWALK, AND THEN 5-11007 WIDE CEMENT COVOWIE 9DEW4LKS ALONG BOTH SIDES OF ME STREET. (2) A MINIMUM OF 22-FEET OF HOT MIX ASPHALT (HMA) PAWMEIVE AS MEASURED FROM FAX OF VERTICAL CURB TO FAX CE IERTICAL CURB, IF PARKING /S NOT PROVIDED LW ETHER SIDE OF THE STREET EXCEPT WIRE ENE ON FIRE MARSHAL REQUIRES ADDITVEAL PAVEMENT WDM FOR EMERGENCY WH/CLE ACCESS FIRE LANE MARKINGS SHALL W PROVIDED ALONG BOTH SIDES OF THESE PRIVATE SWEETS AS APPROM) BY IHE FIRE MARSHAL A MN/MUM OF 32-FEET OF HMA PAVEMENT AS MEASURED FROM FAX OF WPTICAL CURB M FAX OF WRRCAL CURB, WHERE PARKING CULL BE PERMITTED ALONG BOTH ODES OF WE STREET. (J) WE HORIZONTAL AND VERTICAL ALIGNMENT OF TI#SE PRIVATE STREETS SHALL CONFORM TO ME MINIMUM REQUIREMENTS FOR A RESIDENTIAL STREET AS CURRENTLY ADOPTED BY ME CITY OF KENT UNLESS OTHERWISE APPROWD BY THE KENT PUBLIC WORKS DEPARMENT WE MWWUM ORB RETURN RADIUS FOR ALL PRIVATE STREETS WLL BE JO-FEET IN ORDER TO ACCOMMWAEE EMERGENCY VEHICLE ACCESS (4) A STREET UGNTING SYSTEM DESIGNED AND CONSTRUCTED ED WE OTY CE KENT STANDARDS MAT WILL BE OWNED AND MAINTAINED BY PUGET SOLIND ENERGY, AND ME UWE OWNER'S ASSOOA MIN (VOA) CREATED FOR MS DEVELOPMENT WILL W REQUIRED TO PAY FOR ENE ELECTRICAL ELLS FOR MIS UGNTWG SYSTEM. (5) CCLLECM WAIER DRAINAGE CONVEYANCE nW CONNE ANOCIED MENT F� PUB C SYSTEM, INCLUDING PROVISIONS FOR MAINTENANCE EASEMENTS (6) COMMERCIAL CEMENT CONCRETE DIMWWAY APPROACHES CONFORMING TO STANDARD DETAIL 6-0) WILL BE INSTALLED AT THE INTERSECTION OF ALL OF THE PRIVATE STREETS WITH THE PUBLIC SWEETS UNLESS OMERWSE APPROVED BY ME KENT PUBLIC WORKS DEPARTMENT AND KENT FIRE MARSHµ ANTI A 45-FWT RADIUS TO NE FAX OF CURB FOR EACH PERMANENT CUL-DE-SAC WL& ME INTERNAL PRIVATE SHEET /NTERSECTIVES MAY USE STANDARD CURB RETURNS PROWDING ADA COMPLIANT RAMPS ARE INSTALLED PER APPLICABLE STANDARDS AT EACH INTERSECVE OF THE PRIVATE STREETS. (7) STREET TREES INSTALLED WWW 5-F00T WIDE PLANTING SM/PS AS MEASURED FROM ME BACK OF WR& THESE STREET MEES WLL BE LRAM AS APPROVED BY THE PUBLIC WORKS DEPARIAHENT, AND THE SPECES SHALL BE SELECTED FROM THE APPROWD SKEET TREE UST CONTAINED WITHIN ON OF KENT DEVELOPMENT ASSISTANCE BROCHURE j14. ON OF KENT STREET MFER ANY LANDSCAPE ISLANDS SHALL BE PLANTED PURSUANT TO SECTION M07 CE ME KENT ON COVE. K. STREET NPROVEMENT PLANS FOR ALL OF THE NEW PRIVATE ALLEYS CWSMUCTED WITHIN WE RESDENBAL SUBGWSQN / PUD. ME SKEET IMPROEMENT PLANS FOR T1ESE ALLEYS SHALL BE OESI N IN CONFORMANCE TO WE RMUREMENTS FOR A PUBLIC ALLEY AS REQUIRED BY ON OF KENT CONSMUCMW SEAWARDS ON OF KENT DEVELOPMENT ASSISTANCE BROCHURE AnEZ PRIVATE AND PUBLIC STREET IMPROVEMENTS AND CITY VE KENT DEVELOPMENT ASSISTANCE BROCHURE jB.& STREET /MPRO WMENT MANS FOR AN ALLEY EASEMENT 20 FEET WIDE WITH A MIN/MUM M-FWT-WDE PAWD SURFACE THE DEPARTMENT OF PUBLIC WIRA'S PLANNING WRWXS AND THE CITY FIRE MARSHAL HAW REVISED THE STREET STANDARDS CE ME PUD ORDINANCE TO READ AS FOLLOWS FOR THIS DEELOPMENT (1) A MINIMUM CE IB FEET OF HOT MIX ASPHALT (NMA) PAVEMENT, AS MEASURED FROM EDGE CE PAVEMENT TO EDGE OF PAVEMENT, EXCEPT WHERE THE ON FIRE MARSHAL REWIRES APRROVAL PAVEMENT WIDTH FOR EMERGENCY VEHICLE ACCESS. (2) A STORM WATER DRAINAGE SYSTEM CONNECTED TO THE NEW PUBLIC SYSTEM, INCLUDING PROVISIONS FOR MAINTENANCE EASEMENTS COLLECTION, CONVEYANCE DETENTION, ANTI TREATMENT FACUMS (3) TF/E HORIZONTAL AND VERTICAL ALIGNMENT OF THESE PRVAM ALLEYS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR A PUBLIC RE90ENnAL STREET UNLESS OTHERWSE APPROWD BY THE KENT PUBLIC MRKS DEPARTMENT. (4) INOUIERSECNkVI FMERCIAL EALL 1OF M PRIVATE Ad%FAPPROA� OCONFOPMING To STANDARD X7IVL APPROWD BY THE KENT FIRE MARSHAL AND) WILL BE TALLED KENT AT THE PUBL/C WORKS DEPARTMENT. (5) UNLESS OTHERW� APPROWD BY ME CITY FIRE REMOREFIE'CnW MAFFIC SIGNS WSTALLED WINCH CLEARLY PERMANENT ALL All M SHALE HAW A DESIGNATE THESE PRIVATE SSMEE15 AS FARE LLAMM WHERE NO PARKING WILL BE PERMITTED. (6) THE ETTEUNRT iD NOT ALL �� ALONG PRIVATE ALLEYS WE STREET L/GITS ALONG OTHER PRIVATE SREE/S WILL DEARLY LIGHT UNLESS OIHMWISE APPROVED BY THE KENT PUBLIC WORKS AND PARKS & COMMUNITY SERVICES DEPARTMENT5 AND PUNNING SERWOL5 MWBQN, ADBEEW& TRAIL CONNECTIONS SHALL BE ADDED TO WE PROPOSED MAIL NETWORK. INCLUDING CONNECTING EXACT SS nIMTY NORTH TU W THROUGH PUBLIC ROAD AND DIRECTLY BOOM TO MACT OQ CONNECTING TRACT W THROUGH TRACT OU SOUTH ED FUTURE DEVELOPMENT MACT ZZ AN ADDITIONAL CONNECTION FROM THE EASIERN LOOP CE ME MAX IN TRACT A TU TRACT 0; CONNECTING ME MAX WITHIN THE S 2887H STREET RIGHT OF WAY THROUGH TRACT C TU TRACT Q AND CONNECTING THE MAIL WITHIN THE S. 286M STREET RIGHT OF WAY WEST TO MEET WE SDEWAUKS WHIN PUBLIC ROAD & ME MAX LYING WIHIN ME S 2WTH STREET RK.WT OF WAY MAY COEXIST WITH ME SIDEWALK IMPROVEMENT FOR MIS RIGHT OF WAY. PEDESTRIAN MAILS WTHIN WEELAND BUFFERS SHALL BE 6 FEET IN WIDTH, PLACED IN ME WEER HALF OF THE BUFFER, CQNSTROCIED OF POROUS PAVEMENT. AND MEET ADA STANDARDS UNLESS OTHERWISE APPROVED BY THE KENT DEPARTMENTS OF PUBLIC WORKS AND PARKS & COMMUNITY SERVICES AND PUNNING SERVICES DIVISION. PEDESTRIAN WALKWAYS AND TRAILS AROUND THE WETAND AREAS SHALL BE PRIVATELY OIMNED. OPERATD AND MAINTAINED BY ME HOME OWNERS ASSOCIATION WHERE SUCH FAOUTIES EXIST. THEY SHALT. BE DENOTED ON THE FAX OF THE RECORDED PUT. M PEDESTRIAN WALKWAY IMPROVEMENT PUNS QNSISIENT WTH ME PROWSICVNS OF L' OF MIS SECTION TU CONNECT TO THE RK.WT OF WAY OF W 292ND STREET ADJACENT TO ME WHITE MOUNTAIN TRAILS SUBDIVISION. N. STREET LIGHTING PLANS FOR ALL ABUTTING PUBLIC SMEEIS AND INTERNAL PRIVAIE STREETS MEETING THE MINIMUM REWMEMENES OF THE ON OF KENT. NOTE: WI£ IHE SMEEr UCHRNG PLANS WILL BE REWERED AND APPROVED BY IHE CITY OF KENT DEPARTMENT OF PUBLIC WORKS AND WILL MEFr EIE ON OF KENTS ILLUMWARON CRITERIA, SWEET LIGHTING APPURTENANCES WILL COMPLY WITH AUBURNS STREET LIGHTING STANDARDS BECAUSE THIS DEVELOPMENT IS ENTIRELY WITHIN THE POTENTIAL ANNEXATION AREA (PAA) FOR ME CITY CE AUBURN. 0. BREAKAWAY MAILBOX CLUSTERS AT LOCATIONS AND PER STANDARDS APPROM) BY THE UNITED STALES POSMASIER AND THE PUBLIC WORKS DEPARTMENT. P. ROADWAY WIDTHS TURNING RADII, TURNAROOMS SIGNARL AND FIRE LAND MARKINGS ACCEPTABLE TO ME KENT FIRE DEPARTMENT AS HELL AS ALIMMMNAL ACCESS POINTS FOR TRACTS 00 AND S REDUCTION OF ME TOTAL NUMBER OF HOMES SERVED BY THOSE TRACTS TD 30 OR LESS AND RE90ENnAL SPRMLERNG EMERGENCY ACCESS ROADS SHALL BE DESIGNED AS APPROVED BY ME KENT FIRE MARSHAL AND KENT PUBLIC WORKS DEPARTMENT. A ENE FAX OF ME FINAL PUT WILL CLEARLY IDENTIFY ALL PRIVATE STREETS WITH A NOTE MAT THEY ARE FOR ME BENEFIT OF III RESIDENTS OF n4E MRDANA PRELIMINARY PLAT/PUD. THE FAX OF ME FINAL PLAT WILL ALSO SPECIFY MAT WE MAINTENANCE OF ALL PRIVATE SIREEI5 /S IHE SOLE RESPONS'IBRITY OF THE HOMEOWNERS ASSOCAMW SERIED BY MOSE PRIVATE STREETS. 5 DIRECT VEHICULAR ACCESS TD AND FROM LOTS HAVING FRONTAGE ALONG 124M AWNUE SOUBOAST AND ME NEW PUBLIC RESIDENSI& COLLECTOR STREETS 15 PROEMITEI, AND TIE FAX OF THE FINAL PLAT WILL CARRY THE FOLLOWING RESTRICTION DIRECT WH/CULAR ACCESS TO AND FROM LOTS HAWING FRONTAGE ALONG 124M AVENUE SOUTHEAST AND THE RE51MITAL COLLECTOR STREETS (ROAD A) IS PROHIBfW. ACCESS FOR THESE LOTS IS RESTIICTED M THOSE PRIVATE STREETS AND ALLEYS SHOWN ON THE FAX OF WE FINAL PUT. 6. WE RPELWF 5 WATER MAIN EASEMENTS EASEMENTS ED THE BENEFIT OF THE ON OF KENT FOR A 24-WOI WATER LINE FROM WE 7. WE OWNER / SUBDIVIDER SMALL DEED ALL PUBLIC RICHES -OF -WAY, AND OWERWSE CONVEY ALL PRIVATE AND PUBLIC EASEMENTS NECESSARY FOR WE COVSENUCTIW AND MAINTENANCE OF ME REQUIRED PUBLIC AND PRIVATE IMPROVEMENTS NECESSARY FOR MIS WMWSIW DEWLQ'MENT. & WE OWNER / SUBDIVIDER SHALL SUBMIT FOR APPROVAL A DETAINED )TEE PLAN MEETING ME REQUIREMENTS OF ME KENT ZONING CODE, AND ON OF KENT DEVELOPMENT ASSISTANCE BROCHURE f3, DETAILED TREE PUNS PRIOR TO ME ISSUANCE OF ANY MAL ENGINEERING PUN APPROVAL FOR ENE SUBGWSION. 9. SENS/TJVE AREA / EASEMENTS OF WA TER QUALITY, PUNT ECOLOGY AND WILDLIFE HABITAT. ME SEN9E/ W AREA / EASEMENT IMPOSES UPON ALL PRESENT AND NiURE OWNERS AND OCCUPIERS CE THE LINO SUBAECT TO WE EASEMENT THE OfiUGAM*L ENFORCEABLE ON BEHALF OF THE PUBLIC BY TIW ON OF KENT AND ITS SUCCESSORS M LEAW UNDISTURBED ALL TREES AND OTHER WGETATTON WW/N THE TRACT, THE WGETATIW WRN/N ME MACT MAY NOT BE CUT, PRUNED, WWRED BY FILL, REMOVED OR DAMAGED TMWOUT APPROVAL IN WRITING FROM THE CITY OF KENT AND ITS SUCCESSORS ENE COMMON BOUNDARY BETWEEN THE EASEMENT AND THE AREA OF DEELOPNENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO ENE SATISFACMW OF WE ON OF KENT PRIOR TO ANY CLEARINQ GRADING. BUILDING CWSWUCITON OR OTHER DEELOPMENT ACTIWN ME WOUIRED MARKING OR MGGNG SHALL REMAIN IN PUCE UNTIL ALL DEVELOPMENT ACTIWTTES /N THE NON/TY OF ME SENSITIW AREA MACT ARE COMPLETED. NO BUILDING FOUNDATIONS SMUCIURES OR OBSTRUCRLWS (INCLUDING, BUT NOT LIMITED TO DECKS OUMULDINGS AND OVERHANGS) ARE ALLOWED WITHIN 15 FEET OF WE SENSITW AREA EASEMENT BOUNDARY, UNLESS OINERWSE APPROWO BY THE ON WE CITY CE KENT RESERVES WE TIGHT TO INSTALL PUBLIC UNDERGROUND UBLIEIES WITHIN THIS SENSITIW AREA WACT, AND TU ENTER AND PERFORM DRAINAGE SYSTEM MAINTENANCE BUT IS REWIRED TO RESTORE OR ENHANCE WE SENBTIW AREAS DI571RBED UPON WE COMPLERON OF ME UNLIERGROUNLT CVESTRUCRQV, AND/OR DRAINAGE SYSTEM MNNRNANCL ILO WE OWNER / SUBDIVIDER SHALL PROVIDE THE DEPARTMENT OF PUBIC AIORKS WITH A COPY OF AN APPROWD HttMAUEC PR03FCT APPROVAL (IPA), OR A WEEDY WAIVER IHEPEFRON ISSUE) BY TIE WASHINGTONN STATE DEPARTMENT CE FISH AND GAME PRIM ID APPROVAL OF WE RNA ENGINEERING PLANS CONTACT WE WAS4INGTON STATE OEPARMENT OF FISH AND GAME AT (425) 649-7015 FOR ADDITIONAL /NFORMA ROW. It. PRIOR TO RELEASE OF ANY CQNSIRUCUM BONDS AND PRIOR TO ME APPROVAL OF ANY BUILDING PERMITS WITHIN ME SUS.ECT SUOU/WSON, THE DEPARTMENT OF PUBLIC WORKS MUST RECE/W AND APPROW AS -BUILT DRAWNGS MEETING THE IMUREMENTS OF WE CTY OF KENT CONSTRUCTION STANDARDS AND ON OF KENT DEELOPMENT ASSISTANCE BROCHURE A<-1, AS-BWLD DRAWN= FOP: STREETS,` STREET UG47NG SYSEEAH,WATER; SEWER,• STORM WARP DRANAW FAMPES• AND ALL OFF -SITE /MPROVNENES WHET£ WE LOCATIVES AND/OP ELEVATIONS ARE DEEMED CR4RCAL BY WE DEPARMENT OF PUBLIC WORKS 12. ME APPLICANT SHALL ESTABLISH A HOME OWNERS ASSOCIATIVE (HOA) FOR WIS DEVELOPMENT. MAT DOCUMENT SHALL BE REVIEWED AND APPROVED BY THE ON OF KENT.. WE DOCUMENT SHALL EXPRESS THE HOA RESPONSIBILITY FOR WE MAINTENANCE OF PRIVATE SWEETS PRIVATE STREET UGHMVQ PRIVATE WALKWAYS AND MAILS PRIVATE RECREATION SPACES PRIVATE STORM WATER FAMINES AND IJ. ME APPLICANT SHALL SUBMIT TO WE ON OF KENT FOR REVIEW AND APPROVAL AND OBTAIN APPROPRIATE PERMITS TO RELOCATE OR DEMOLISH ME EXISTING SMUCEURE ON THE SITE 14 ME APPLICANT SHALL PROVIDE DOCUMENTATION ACCEPTABLE ED WE CLTY MAT TACOMA WATER HAS REWEKW AND APPROVED PLANS FOR CONSMUCRW OVER, UNDER, ALONG AND ACROSS WEIR WATER TRANSMISSION LINE EASEMENT. WE FACE OF THE FINAL PUT SHALL NOTE MAT ME APPLICANT AND HOME OWNERS ASSOCARON SHALL RECONSTRUCT ANY IMPROVEMENTS INSTALLED AS PART OF MIS PUT MAT MAY BE DAMAGED BY TACOMA WATERS MAINTENANCE OF ITS WATER LINES 15. ME FACE OF WE RNA PUT S ALL CLEARLY DELINEATE THE ENTIRE COMMON OPEN SPACE REWIRED BY KENT ON CODE WITHIN ME URBAN SEPARATVR-DESGNAEED AREA OF WE PROPERTY. 16. WHERE DETERMINED FEASIBLE BY WE KENT PUBLIC WORKS DEPARTMENT, WE APPLCANT SHALL UTILIZE LOW IMPACT DEVELOPMENT TECHNIQUES IN CQVSMUCTION OF WE PROECT, INCLUDING BUT NOT LIMITED TO RAINWATER COLLECTIVE SYSTEMS POROUS PAWING ON SIDEWALKS AND MAILS AND WORETENTION AREAS WITH CURB CUTS /N PLANTING STRIPS ALONG ROADWAYS Iz SERVICES SS ADA 9TE-OBSG/RNC) A GOOD PORRW OF MACE T AS AN OFF -LEASH AREA FOR DOGS RELOCATING MAIL IN MACE V TO COINCIDE WITH SHRUB BEG; ADDING A BENCH NEXT TO THE TENNIS COURT, PROVIDING AN ADA-ACCESSIBLE PICNIC TABLE AND R£CONSDERING WE BERM IMPACTS VE W UN IN MACT A; PLACING A BENCH OR PICNIC TABLE NEAR THE nME55 MARKER IN TRACT a CON9DfRING SWINGS IN EXACT H. ADDING ANOTHER PILING TABLE GRILL AND COVERED SHELTER IN MACE K; ENLARGING MACr Y IF CON2DER/NG BASKETS FOR FRISBEE CIF, AND PROVIDING BIKE RACKS AT ALL RECREATION MACES I& ME OWNER SHALL PROVIDE A SWEET STUB -OUT TO THE SOLUTHNEST PROPERTY BOUNDARY AS DEPICTED IN THE PRO.ECT PLANS DATED DUNE & 2" (EXHIBIT 3), UNLESS OWERWSE APPROWD BY THE PUBLIC WORKS DEPARTMENT AND WE FIRE DEPARTMENT. C. PRIOR TO THE ISSUANCE OF' A BUILDING PERMIT ON ANY LOT IN WS SUSDIWSION THE APPLICANT SHALLL 1. RECORD WE PLAT 2 CONSTRUCT ALL OF ME WPROVEMENM REQUIRED IN SECTON A ABOVE AND THE MOMS ISSUED NOWMBER 10. 2005, AND/OR PAY ME RESPECBW FEES-W-LIEU-OF CONS RUCBON INCLUDING ANY MITIGATIVE (ERA OR EMF) CHARGES. Z CONSTRUCT ALL WTANQ STREAM AND BUFFER MITIGATION AND INSTALL ALL REQUIRED WLDUFE PASSABLE IFAIMS UNLESS OTHERWISE APPROVED BY ENE ENWRVEMENEAL ENGNEERNG SECTION CE THE KENT PUBLIC WORKS DEPARMENT. A WCEW APPROVAL OF THE REQUIRED AS-WXT DRAWINGS FOR STREET, SENEET UGHRNG, WATER, SEVER, AND STORM WATER MANAGEMENT FAOLMES AS DEEMED APP,POPR/AEE BY ME KENT DEPARMENT OF PUBLIC WINKS. 5 PAY THE AUBURN SCHOOL DISTRICT SCHOOL IMPACT FEE FOR MAT LOT. 6. SHOW COMPLIANCE WIN ME PARKING REQUIREMENTS OF KCC MO&4W FOR WE ENTIRE PROJECT. 7 PROVIDE PEDESTRIAN WAUCWAYS CONNECTING RESIDENCES TO PUBLIC WALKWAYS AND SMEEM & PROVIDE M WE CITY FOR RENEW AND APPROVAL AN OVERALL DEMLO'MMF PLAN SHOWING A URRED BUILDING DESIGV CONCEPT, WHICH COUPLES WIN PUD REGULATIONS. DATED MIS 15N DAY OF FEBRUARY 2006 WEODORE PAUL HUNTER HEARING EXAMINER 02007 TRIAD As ilt D SO WATE S �WA M 1611sW WABBOWt9d' 425.w1.WO 4 ntNtifu moaeemmuW.. wxw.oleYeewcwn "OVVBAY development 40 R, f) A POI A., r 1 Q Q, Q O 2 2 U VI E d ` yG 4 0 0 0 0 ROY E LEWIS X. FE PROJECT MANWGER RANSTrE WALOUS MS PROJECT SURVEYOR RROYE LENS AP., FE PROJECT ENGWEER ZFFERY L COX ASLA PROJECT LANDSCAPE ARCHM FIRST SUBMITTAL DATE: 7MI06 SCALE: BOB&: N/A W-- NIA STAMP NOT VOID UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET NO. 2OF76 FROM GEOTECHNICAL REPORT BY GOLDER ASSOCIATES DATED DEC. 2003 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 2.4.1 FOR A DESCRIPTION OF THE SOIL UNI7S AND THE RESULTS OF THE LABORATORY TESTING. COPIES OF THE LABORATORY TESTS ARE INCLUDED IN APPENDIX C AND D OF THE GE07ECHNICAL REPORT. WE RECOMMEND THAT THE MAJOR GRADING AND FOUNDATION WORK BE PERFORMED IN THE DRIEST SUMMER MONTHS TO MINIMIZE DRAINAGE AND SUBGRADE DEGRADATION PROBLEMS TO OPTIMIZE THE USE OF THE ON —SITE SOIL FOR FILL. WET KEA IHER CONSTRUCTION WILL ADD CONSIDERABLE COST AND EXTEND THE CON57RUCTION SCHEDULE. IT WILL REQUIRE CONSIDERABLE OFF —SITE GRANULAR BORROW FOR FILLS AND/OR ADMIXTURES TO AID IN THE USE OF WET SOILS FOR STRUCTURAL FlLL OFF —SHE DISPOSAL OF WET EXCAVATED SOILS AND EXTENSIVE USE OF OFF-517E QUARRY SPALLS TO MAINTAIN ACCESS ROADS. 4.2 S17F PREPARA770N/GRADING SITE PREPARATION SHOULD INCLUDE REMOVAL OF ALL EXISTING STRUCTURES UTILITIES VEGETATION, ROOT MASS ORGANIC SOILS AND ANY 07HER DELETERIOUS MATERIALS FROM BUILDING AND PAVING AREAS OR THOSE LOCATIONS WHERE STRUCTURAL FILL IS TO BE PLACED. SUCH MATERIALS SHOULD BE WASTED FROM THE S17E OR U77LIZED AS LANDSCAPING FILL. WE ESTIMATE 771E TOPSOIL DEPTHS COULD GENERALLY RANGE FROM 0 TO 2 FEET ALTHOUGH AREAS OF DEEPER TOPSOIL AND/OR PEAT MAY BE PRESENT LOCALLY ACROSS 774E SITE AREAS OF DEEPER ORGANICS, SUCH AS WHERE TREE ROOT BALLS AND STUMPS AND POORLY DRAINED AREAS ARE PRESENT, SHOULD BE ANTICIPATED. THESE DEEP ORGANICS, IF PRESENT WITHIN AREAS TO BE DEVELOPED, SHOULD LIKEWISE BE REMOVED BY EXCAVATION AND BACKFILLED KITH STRUCTURAL FILL AS OUTLINED /N SECTION 4.8 OF THIS REPORT. IF CLEARING AND STRIPPING EFFORTS ARE NOT ACCOMPLISHED DURING OR AFTER PERIODS OF DRY KEA7HER DURING THE SUMMER MONTHS, MUCH GREATER DEPTHS OF SOIL REMOVAL CAN BE EXPECTED /N ANY WET OR SATURATED AREAS PRESENT ACROSS 714E SITE STRIPPING SHOULD ALSO INCLUDE REMOVAL OF ANY UNCONTROLLED FILL AND UNDERLYING ORGANICS AND TOPSOIL SUBGRADES TO RECEIVE STRUCTURAL FRILL, 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, THESE AREAS SHOULD BE EITHER REMOVED AND REPLACED WTH STRUCTURAL FILL OR DRIED BACK AND RECOMPACTED. ALL PAVEMENTS SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95X OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AS7M D1557) W7H1N 3 FEET OF SUBGRADE. BELOW 3 FEET OF SUBGRADE COMPACTION OF 90X OF MODIFIED PROC70R MAXIMUM DRY DENSITY (AS7M D-1557) IS ACCEPTABLE UNLESS 07HERVASE STATED BY LOCAL MUNICIPALITIES 4.J TEMPORARY EXCAVATION SLOPES SAFE TEMPORARY EXCAVATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND DEPEND ON THE ACTUAL SITE CONDITIONS AT THE TIME OF CONSTRUCTION. TEMPORARY CUTS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD COMPLY WITH APPLICABLE OSHA AND WSHA STANDARDS. WE RECOMMEND THAT TEMPORARY CUT SLOPES BE EXCAVATED NO STEEPER THAN Ill. IV (45 DEGREES). IF SEEPAGE OR A WEAK SOIL LAYER IS OBSERVED IN THE CUT A FLATTER SLOPE WILL BE REWIRED. CUT SLOPES EXPOSED FOR ANY LENGTH OF TIME, PARTICULARLY DURING WET WEATHER, SHOULD BE COVERED WIN VISQUEEN 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: IV OR FLATTER. FOR LANDSCAPING AND EROSION PROTECTION, FLATTER SLOPES ON THE ORDER OF 2.5H: IV TO 3H: 1V 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 MILL INCLUDE THE BEST MANAGEMENT PRACTICES (BI INCORPORATED IN THE CIVIL DESIGN DRAWINGS AND MAY INCORPORATE THE FOLLOWING RECOMMENDATIONS — LIMIT EXPOSED CUT SLOPES,; — USE SLT FENCES, STRAW, AND TEMPORARY SEDIMENTATION PONDS TO COLLECT AND HOLD ERODED MATERIAL ON SITE,; — SEEDING OR PLANTING VEGETATION DN EXPOSED AREAS WHERE WORK /S COMPLETED AND NO BUILDING ARE PROPOSED, AND — RETAINING EXISTING VEGETATION TO THE GREATEST POSSIBLE EXTENT. 46 CONSTRUCTION DRAINAGE EVEN DURING DRY WEATHER, WE RECOMMEND 7HAT 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 VIE PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 4.7 USE OF 01 SOILS BASED ON THE SOILS ENCOUNTERED IN OUR TEST PITS, THE NON —ORGANIC NATIVE ABLATION TILL, TILL, RECESSIONAL OUTWASH AND RECESSIONAL LACUSTRINE SOILS MAY BE SUITABLE FOR USE AS STRUCTURAL FILL PROVDED THEY ARE PROPERLY MOISTURE CONDITIONED TO NEAR THE OPTIMUM MOISTURE CONTENT. SINCE THE SOILS ARE OVER THE OPTIMUM FOR COMPACTION THE CONTRACTOR WILL LIKELY HAVE TO AIR DRY THE SOILS OR USE SOIL ADMIXTURES SUCH AS KILN DUST, FLY ASH, OR CEMENT TO ACHIEVE SOIL DRYING AND COMPACTION. IF U77UTY INSTALLATION AND SITE GRADING IS PERFORMED DURING 774E WET SEASON, IMPORTED GRANULAR FILL MA7ERIAG MIGHT BE REQUIRED FOR UTILITY TRENCH BACKFlLL ROAD SUSCRADE, AND ANY OTHER STRUCTURAL FILL. PERCENT FINES (THAT PORTION OF THE SOIL IHAT PASSES THE 1200 SIEVE). OTHER FILL MATERIALS MAY BE USED WTH APPROVAL OF THE ENGINEER. ALTERNATIVELY, WET ON SITE SOIL FREE OF ORGANICS COULD BE ADMIXED WITH CEMENT, CEMENT KILN DUST (CKD), OR 07HER AMENDMENTS THAT WOULD ALLOW FOR THE SOIL TU BE COMPACTED TO A FIRM AND UNYIELDING CONDITION. MAXIMUM LIFT THICKNESS' — ON —SITE NATIVE GLACIAL SOILS (12 INCHES LOOSE) — IMPORTED GRANULAR FILL (12 INCHES LOOSE) MINIMUM COMPACTION REDUIREMENM — BENEATH BUILDING FOUNDATIONS AND FLOORS— THE FILL SHOULD BE COMPACIED TO AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. THE STRUCTURAL FILL BENEATH FOOTINGS SHOULD AT A MINIMUM EXTEND LATERALLY AT IR 1V SLOPE PROJECTED DOWN AND AWAY FROM THE BOTTOM FOODNG EDGE. — BENEATH ROADWAYS AND PAVEMENTS— THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST 9OX OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL EXCEPT WITHIN THREE FEET OF SUBGRADE ELEVATION, WHERE THE FILL SHOULD BE COMPACTED TO AT LEAST 95X OF THE ASTM D 1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL. — UTILITY TRENCH BACKFlLL— THE FILL SHOULD GENERALLY BE COMPACTED TO AT LEAST 90% OF THE ASTM D1557 MAXIMUM DRY DENSITY VALUE FOR THE MATERIAL EXCEPT IN 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—S7RUCTURAL/LANDSCAPED AREAS— FIRMLY COMPACTED. SUITABLE TO COMPACT GRANULAR FILLS THIN FILLS 4.9 U77LI71ES MAINTAINING SAFE UTILITY EXCAVATIONS IS THE RESPONSIBILITY OF THE UTILITY CONTRACTOR. CONVENTIONAL EXCAVATION EQUIPMENT CAN BE USED TO EXCAVATE THE SOILS ALTHOUGH THE UNWEATHERED TILL IS VERY DENSE AND MAY REWIRE A SUBSTANTIAL EFFORT TO EXCAVATE THE UTILITY TRENCHES SHOULD BE BACKFILLED AS N07ED IN THE FILL PLACEMENT SECTION (SECTION 4.8) OF THE GE07ECHNICAL REPORT. BASED ON THE SUBSURFACE CONDITIONS OBSERVED IN OUR TEST PIT$ WE ANTICIPATE THAT DEEPER URUTY EXCAVATIONS WILL LIKELY ENCOUNTER SOME SIGNIFICANT GROUND WATER SEEPAGE DURING THE EXCAVATION WORK. 410 CONSTRUC7ON MONITORING WE RECOMMEND THAT CRITICAL 97E CONSTRUCTION ELEMENTS BE OBSERVED AND DOCUMENTED BY A QUALIFIED GE07ECHNICAL CONSULTANT. THESE INCLUDE CONFIRMING SUITABLE SUBGRADE SOILS FOR BUILDING FOUNDATIONS, FLOOR SLABS AND PAVEMENT AREAS COMPACTION OF STRUCTURAL FILLS, URUTY TRENCH BACKFlLL COMPACTION UNDER PAVEMEN7S AND ANY ENGINEERED RETAINING STRUCTURE SUBGRADE AND FILL. GE07ECHNICAL DESIGN RECOMMENDA77ONS FOR PONDS A AND B FILL MATERIAL - FILL SHALL BE PLACED /N 6—INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MODIFIED PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON —PLASTIC FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MATERIAL. WHERE FILL IS TO BE PLACED ON SLOPES THE FILL SHOULD BE KEYED INTO NATIVE SOIL CONTAINMENT: THE EMBANKMENT FOR PONDS A AND B DOES NOT NEED TO BE KEYED INTO 774E 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 MIN/MUM OF 5—FEET THICK PERPENDICULAR TO THE POND EMBANKMENT SLOPES THE UNER 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 /N 6—INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF THE MODIFIED PROCTOR. SUITABLE FILL MATERIAL SHOULD HAVE 20 TO 60 PERCENT NON —PLASTIC FINES 60 PERCENT MAX. SAND CONTENT AND BE FREE OF DELETERIOUS MATERIAL. 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 CONDITIONED AND COMPACTED. (SEE DETAIL SHEET 10) GEOTECHNICAL DESIGN RECOMMENDATIONS FOR PONDS A AND B.• (CONYD) EARTHWORK SEQUENCING' THE CONTRACTOR SHOULD BE REQUIRED TO SUBMIT 774E PROPOSED CONSTRUCTION SEQUENCE /N WRITING PRIOR TO STARTING MAJOR EARTHWORK ON THE POND. IN GENERAL CUTS SHOULD BE STARTED DN THE HIGH SIDE AND WORKED DOMNSLOPE IN SHALLOW OUTS MAKING DEEP CUTS 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 DEWA IERING DEWATERING OF THE LOOSE SAND LAYER IS REQUIRED PRIOR TU THE START OF CONSTRUCTION FOR POND B. WE RECOMMEND THAT THE DEWATERING SYSTEM CONSIST OF VACUUM WELL POINTS SPACED NO GREATER THAN 12—FEET ON CENTER. THE WELLS SHOULD BE DRILLED TO ELEVATION 376 OR 2—FEET INTO THE IMPERMEABLE TILL LAYER WHICH EVER IS LESS THE WELL SCREEN, SAND PACK AND THE CENTER TO CENTER DISTANCES OF THE WELL POINTS SHOULD BE DESIGNED BY THE DEWA7ERING CONTRACTOR BASED DN THE CCIVD17IONS ENCOUNTERED DURING CONSTRUCTION THE LOCATIONS OF THE WELL POINTS SHOULD BE DETERMINED IN THE FIELD TO MINIMIZE CONSTRUCTION IMPACTS. DURING DEVELOPMENT OF THE WELLS A HOLDING TANK MAY BE REQUIRED 70 ALLOW SET7LlNG OF SUSPENDED SOLIDS PRIOR TO DISCHARGE. THE WELL POINTS SHOULD BE DEVELOPED AND RUN CONTINUOUSLY THROUGHOUT THE CONSTRUCTION OF POND B. SUBGRADE PROTECTION AND PREPARATION: SUBGRADES 70 RECEIVE S7RUC7URAL FILL SHOULD CONSIST OF MEDIUM DENSE TO DENSE NA77V£ GLACIAL SOILS THAT ARE FREE OF LOOSE, ORGANIC, OR DELETERIOUS MATERIALS THE NATIVE SUBGRRADE, 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 CCN7RAC7OR IS RESPONSIBLE FOR SUBGRADE PROTECTION. USE OF SOIL DRYING ADMIXES AND/OR GEO—TEXTILES COMBINED W7H CONSTRUCTION DEWATER/NG AND DRY WEATHER CONSTRUCTION WILL REDUCE THESE PROBLEMS CONSTRUCTION MONITORING AN EXPERIENCED GEOTECHNICAL FIELD ENGINEER SHOULD MONITOR CRITICAL ASPECTS OF THE PROJECT. PIPE TRENCH BACKFlLL• TRENCH BACKFlLL OVER PIPES AND ENCASEMENTS SHALL BE STRUCTURAL FILL. FILL SHALL BE COMPACTED TO AT LEAST 95X OF MAX/MUM DRY DENSITY AS DETERMINED BY ASTM D-155Z EMERGENCY SPILLWAY. THE EMERGENCY SPILLWAY AND OUTFALL PIPES FOR PONDS A AND B SHOULD BE ARMORED WITH ROCK 70 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 ;—INCH SIEVE THE ROCK LAYER PLACED IN THE SPILLWAY AND BENEATH THE OU7FALL PIPES SHOULD BE AT LEAST 1—FOOT THICK. THE ROCK PROTECTION FOR OUTFALL PIPES SHOULD HAVE A W07H EQUAL TO THE DIAMETER OF THE OUTFALL PIPE PLUS 6—FEET, A LENGTH OF 8—FEET OR 4 TIMES THE DIAMETER OF THE OUTFACE PIPE WHICH EVER IS GREATER, AND SHOULD EXTEND TO A HEIGHT OF i—FOOT ABOVE THE CROWN OF THE PIPE. GE07ECHNICAL DESIGN RECOMMENDA77ONS FOR POND C, FILL MATERIAL / GRADATION: 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 TINE FILL SHOULD BE KEYED INTO NATIVE SOIL. EMBANKMENT. THE EMBANKMENT FOR POND C SHALL BE KEYED INTO THE GROUND TO PREVENT SEEPAGE ALONG THE CONTACT OF EXISTING GRADE AND EMBANKMENT FILL. REF. • PLAN SHEET 12 DETAILS. EARTHWORK SEQUENCING THE CONTRACTOR SHOULD BE REQUIRED TO SUBMIT THE PROPOSED CONSTRUCTION SEQUENCE IN WRITING PRIOR TO STARTING MAJOR EARTHWORK ON THE POND. IN GENERAL, CUTS SHOULD BE STARTED ON THE HIGH SIDE AND WORKED DOWNSLOPE IN SHALLOW CUTS. MAKING DEEP CUTS 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 NATIVE SUBGRADE BECOMES SATURATED A 12 TO 18—INCH LAYER OF DISTURBED SOIL MAY DEVELOP UNDER CONS7RUC77ON TRAFFIC USE OF SOIL DRYING ADMIXES AND/OR GEO—TEXTILES COMBINED MYTH CONSTRUCTION DEWAIERING AND DRY WEATHER CONS7RUCTION WILL REDUCE THESE PROBLEMS THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PROTECTION. COMPACTED TO AT LEAST 95 PERCENT AS DE7ERM/NED BY AS7M D-155Z SOIL NATIVE FILL MATERIALS MAY BE NE£DEL ADEOUA7E FINES AS DISCUSSED IN SECTION 6. NATIVE TILLS FROM 07HER AREAS OF THE VERDANA SITE MAYBE SUITABLE FOR 771E FINE GRAINED FILL PROVIDED THEY CAN BE PROPERLY MOISTURE CONDITIONED AND COMPACTED. CONS7RUCTION MONITORING AN EXPERIENCED GEOTECHNICAL FIELD ENGINEER SHOULD MONITOR CRITICAL ASPECTS OF THE PROJECT. THIS INCLUDES FILL PLACEMENT, SUBGRADE PREPARATION, AND TOE DRAIN INSTALLATION. P/PE TRENCH SACKFILL: 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 VERDANA POND C DAM SAFETY RECOAAWENDA710N5 1. PIPE OUTFALL- A. THE 01 PIPES FOR POND C SHOULD BE ARMORED W7H GABION BASKETS TO PREVENT EROSION, AT THE DISCHARGE POINT. B. THE OUTLET PIPE NEEDS AN AIR VENT, AT LEAST 2 INCHES IN DIAMETER, 70 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 WIHIN THE F007PRINT OF THE DAM. THE CONCRETE ENCASEMENT MAY BE TERMINATED WHEN THE SOIL COVER OVER THE PIPE BECOMES LESS THAN DINE FOOT THICK. ADDITIONAL GUIDANCE FOR CONCRETE ENCASEMENT IS AVAILABLE FROM THE DAM SAFETY MEB SITE. (SEE PIPE TRENCH BACKFlLL 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 GUIDEUNES, PART IV 4-1 TO 4-20. TABLE 4 ON PAGE 4-9. VERDANA POND C DAM SAFETY RECOMMENDA DONS (CONYD) J. CUTOFF TRENCH: THE CUTOFF TRENCH SHALL BE APPROXIMATELY 2 FEET DEEP AND B FEET WIDE. THE FINAL DEPTH OF THE CUTOFF TRENCH SHALL BE DETERMINED DURING CONSTRUCTION TO ALLOW FOR CHANGES lF PERMEABLE SOILS ARE ENCOUNTERED. THE CUTOFF TRENCH SHALL BE BACKFILLED WITH FINE GRAINED FILL /N ACCORDANCE WITH THE PROJECT SPECIFICATIONS A BLANKET DRAIN SHALL BE INSTALLED 8' THICK AND 10' DEEP FROM THE TOE OF 774E SLOPE. THE BLANKET DRAIN SHOULD CONSIST OF A MATERIAL CONFORMING TO WSDOT STANDARD SPECIFICATION 9.03.1J(1). 4. TOE DRAIN. THE DRAIN PIPE AT 771E TOE —DRAIN SHALL CONSIST OF A 4—INCH PERFORATED PIPE CONFORMING TO WSDOT 9.05.2(6). TO PREVENT CLOGGING OF THE DRAIN PIPE. IT IS RECOMMENDED 771AT 714E PIPE BE BEDDED W771 A 4—INCH LAYER OF GRAVEL CONFORMING TO WSDOT STANDARD SPECIFICA71ON 9.03.12(4). THE BEDDING MATERIAL SHOULD BE ENCASED BY A MIRAF/ 15ON NON —WOVEN GE07EX77LE. THE PIPE SHALL DAYUGHT AT A LOW, VISIBLE LOCATION AND SHALL BE MARKED TO FACILITATE INSPECTION. SEE DETAIL SHEET IJA. THE TRENCH SHALL BE 2—FOOT WIDE BY 2—FOOT THICK. 5. BLANKET DRAIN: 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 SPECIFICA71ON 9.03. 13(l). zH: IVOR RATTER 2. EMERGENCY SPILLWAY (OPEN CHANNEL). REF.PLAN FACE RATTER AT WRAP COMPACTED 1H:W STRUCTURAL FILL SHEETS NO. 11, 12, 13 OF THE ROAD AND UTILITY PLANS SEE ALSO DAM SAFETY GUIDELINES PART IV, PAGES 4-21 TO 4-26. ce°GRID REINFORCEMENT (PER DESIGN) A. THE TRAPEZOIDAL SHAPE OF THE SPILLWAY CHANNEL AND 2H:IVOR 21YP' SANDCHmxEYORaW THE 70P WIDTH OF THE LINING SHOULD BE CONTINUED FROM HEIGHT THE CONTROL SECTION AT THE DAM CREST DOWN THE FACE FUTTEx (PER OEsOro OF THE DAM BEYOND THE TOE, TO CONTROL THE WATER UN77L IT IS COMPLETELY OFF THE FILLED EMBANKMENT. cEOTExraE FILTER FaRuc B. THE EMERGENCY OVERFLOW SPILLWAY CHANNEL ON THE -- DOWNSTREAM FACE OF THE DAM SHOULD BE LINED WIN ` sAro oRNrwcEBuxKET GABIONS RA7HER THAN LOOSE RIPRAP OR QUARRY SPALLS GEOGRID LENGTH FLOW VELOCITIES DOWN THE STEEP SLOPE COULD APPROACH VARIES WITH LOCATION' 5 TO 6 FT/SEC. FOR FLOWS THIS HIGH ON A SLOPE THIS EMS ENT FOUNDATION DEAN STEEP, A LOOSE RIPRAP LINING WOULD NOT BE STABLE. PER PER DESIGN OUTLET TO STORM SEWER DAM SAFETY GUIDELINES, PART IV, TABLE 2 ON 5 PACE 4-2 ROOKERY FACING A GABION MATTRESS LINING 6 INCHES THICK WOULD BE ABLE FULLY-RENFORCED ROCKERY ITYR.) TO K17HSTAND FLOW VELOCITIES IN THE RANGE EXPECTED. I ' , ( E .NGM BY GOLDE�TRI C. THE DAM'S EMERGENCY OVERFLOW SPILLWAY SHALL BE ARMORED WITH A LAYER OF 6 INCH CAB/GN BASKETS THE GABIONS SHOULD BE FILLED WIH ROCK W7H GRADATION SUCH IHAT 100 PERCENT PASSES THE 6 INCH SIEVE, 50 2H: ry PERCENT PASSES THE 4 INCH SIEVE AND LESS THAN 5 FLATTERR PERCENT OF THE MATERIAL PASSES THE 1 INCH SIEVE 53 MAX D. THE GABIONS MUST BE UNDERLAIN BY A GEO7EX71LE FlL TER FACE BATTER AT IHEV FABRIC TO PROTECT THE UNDERLYING SOIL FROM EROSIVE FLOWS THAT COULD BE TRANSMITTED THROUGH THE ROCKS. OVMAYSPNL FILTER FABRIC MUST COVER ALL EXPOSED SOIL SURFACES DRAINAGE LAYER ADJACENT 70 THE GABIONS B07H VERTICAL AND HORIZONTAL HEIGHT PER SURFACES DESIGN MNSETOY£RV DENSE. E. THE DOWNSTREAM END OF THE CARTONS MILL NEED AN BH: TVOR UNDISTURBED, MIME. GLACIAL SOL ANCHOR TO SUPPORT THE GABIONS DIV THE STEEP SLOPE RATTER AND AN APRON TO PREVENT SCOUR AND EROSION AT THE ANCHOR. THE ANCHOR IS A LINE OF GABION BASKETS AT FOUNDATION LEAR LEAST 18 INCHES DEEP ALONG THE DOWNS77?EAM TOE OF THE OUTLET TO STORY SEWER IS MIN SLOPE AND EXTENDING THE ENTIRE WIDTH OF THE SPILLWAY Marv. ROCK SIZE PFR DFSICN CHANNEL THE APRON IS A GABION MA T7RESS AT LEAST 6 NATIVE CUT ROCKERY ITYVJ INCHES THICK EXTENDING BEYOND THE TOE OF THE SLOPE AT (BEE DESIGN BY GOLDER) LEAST 6 FEET ONTO NATURAL GROUND. THE BASKETS SHALL BE UNDERLAIN BY MIRAFT 1501V NON —WOVEN ON B07H �RbTTdiiZu HORIZONTAL AND VERTICAL SURFACES A 6 INCH LAYER OF FREE DRAINING SAND CONFORMING TO IRSDOT 9-03.13. FATS F. A LINE OF GABION BASKETS AT LEAST 18 INCHES DEEP CGYTR.ICTGY MUST INSTALL RAALNG LW SHOULD ALSO BE PROVIDED ALONG THE TOP OF THE IE5hxnOPEDR INGffs W NOGHr R�OR FALL SPILLWAY CHANNEL SLOPE (AT THE CHANGE IN SLOPE FROM CONTROL SECTION TO OUTLET CHANNEL) TO SERVE AS AN EROSION CUT—OFF WALL AND ALSO AS AN ADDITIONAL ANCHOR FOR 771E GABION LINING. THIS FEATURE SHOULD EXTEND 771E EN77RE TOP KIDTIH OF 771E SPILLWAY, INCLUDING THE SIDE SLOPES OF THE CONTROL SECTION. AS NOTED QUARRY SPALL DRAINAGE LAYER ABOVE, THIS FEATURE MUST BE UNDERLAIN BY FlL TER FACE BATTER AT ev FABRIC DN B07H VERTICAL AND HORIZONTAL SURFACES. ' G. ALL POND PIPES (POND C) SHALL BE ENCASED PER DETAIL 4' MAXCOMPACTED STRUCTURAL FILL SHEETzH 13A, AND PER PLAN, SHEET 11. .rvaR FLATTER (REPLACE LOOSE NATIVE SOIL WITH COMPACTED STRUCTURAL RILL) H. AS AN ALTERNATIVE CONSIDERING 774E POSSIBILITY OF T NEGATIVE PRESSURES TO OCCUR W774/N THE OUTLET PIPE, FOUNDAroNToma SEWER USE CONCRETE PIPE. A REINFORCED CONCRETE CRADLE IZIMINL BENEATH THE CONCRETE PIPE WOULD SUFFICE, IN LIEU OF A FULL ENCASEMENT (SEE PIPE TRENCH BACKFlLL Mix, ROCK SIZE PER DESIGN RECOMMENDATIONS THIS SHEET). UN-MINFORCED FILL L ALL POND PIPES (POND C) DOWNSTREAM OF THE FILTER ROCKERY ITYV.) DIAPHRAGM SHALL HAVE A LEAD —OUT SEE SHEET 3 (GEE DESIGN BY GOLDERI 13A FOR THE LEAD —OUT DRAIN AND DETAIL AND SPECIFICATIONS. MOT TO °C'L` 02007 TRIAD /ATS s D�lt>,LJ ow �lmw.. 16tlsW WAWOSlEK Q5.wl.& ARSntA181ru �aeemmuE.. .mM(uaw.wn 1t11 OVVB 11 40 FR F�F1, NJ O ti I r3 a D s[t E1 cI!'gggyy ROY E !£ME X. PE PROJECT MANAGER R I` E WALLS as PROJECT SURVEYOR L10YE LORS 0., PE PROTECT ENGIREER OERrL COX As PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7MI06 SCATS: BORE: N/A W.-N/A STAMP NOT VAM UNLESS SIGNED AND DATED JOB NO. 03-094 BNBBF NO. 2A OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 118TH AVE SE - - - --- --' 2---IO-- . -� INT 15+54.70 118S1 AVE SE -- - 14 = 1+00.00 FIRE ACCESS RO 152 ;/ 153 I 154 r W t�l I�- 17+471 I 17� 1. MCN I W 146�L-95,L}9%'I ROADS PC - 16+5244 /IG 145 /QW I 9 .� 11.0" INT 4+7564 SE 299 'WAY 4+64.67 FIRE AC PHASE 4�"`777 % d / 4.10. INT Il00.00 SERER A S RD 131 R- _+ z5000 /L 1J5' 1TYP 133 132 -5Z]5' ,.,3E 2� TH TR ET �, ,�/ 0. I rn / (HAMMER HEA w � � Ew -\ A 1141 IL 13415 RYEY UM W INT 6+48.33 SE 297W ST ...-, w 1 PT = 25+16.3.i 1011 1p5 TW 2+ .50 SE ]TN S EET o- / ENO S6MER ACd:7S .y (HAMMER HyAO) w W I = 2 20.34 R- �' JPC•�---- 1+31.5 ROAD 4 - l9551 r 112 1 wCQ[/R 122 SE 12a W J \ Rs { 136 N%IJ'18'li'" w W W W 113 V b S 123 8II -�_- - R @ 3 �W R-J0'W W .y y. A, I 1)4 I i i i O - PT-'3+9].J1 R� f0 1 + 2 0 M S i i i <• 29' d•If1Y4'12' A=11R{h1' BEdN SE 19]IM STREET 111 \ I CM. CUL-DE-SAC 3'R-f00.8, `I' N' S' MER NTAD v' g v' \ - INT 23 I I 110+03.80 137 -11]. R=30' i ; /' l38 L-2284B' v pRC�- J+59.6 W W W W 110 (TIP) NAMA06TREET ( m = 1+a . / 115 = 3+2Z00 121 r_________- Pi R-M. IN P 24.69 'n L END SERER ACCESS S I I IIt I h47{IB' iYP � ..vv �.I. '/ / ; _. �].eY / NJ95223-W W W W W W W W w W/ J+15.68 130• �1 .3Y \- RJO' I I /,� NJ5Y7'J5'W wm m w w W w�' PHASE ffilm 1J9 �Cn'P) .S� o-4024570 \ MC = J+1555 PRC = 6+m8 o-4r �6'zs' 2 3+51J0 A L 161.26' V NO2OY 57.5 JB' MM. ENO SLR- ACCESS. /R A +/. P - + .0 . Y 01 TIP N36'i5 i0'N' R-S0 A I3D1I / .✓ I / W R-19250 PC - 1+44.02 I I MIT 1+M00 SEMER ACCESS RD J _,+ R-2 00" 1 L-8 IL 1 � � I l F-------- fk� 129 +]J Pr aB 3. on a3 111 1l1ry ?I'7 R=30 p 118TH APLIA�E1162 SF' S3 126 1 125 TIP \ -/ �1 8W'2 ' END SENOR ACCESS ROAD P ACCESS I 1 R-f00.00 TYR L=]0.54'W W m m W W m m m W w /20 d•447Y54' �� Pi - 11+7Q71 R=1=00 _ i'C= 1462J4 -�+� L-]ZJ1' = I+ 29] ST � � � � � � � � � � � � � � 1os o-n r3o' 2ao 107 R- w w W w w w W W W W W W W W� 85 I06 L=gl � L - 1 Z36 W W W W W W W W W W W W 4 97 1 fT Do gg ERG,= 9+7i4J / 12 PT 2+6 ./ I W W W W W W W W W W W W W W 'IPCC = 9+9951W A, W W NV NVW W W W W W W W- +D1 10B4 5 04 �� � 100 /A$E Y µ W V• W W W W W W W W J J J A 703 102 d 14112`01" .\.� 101 ryp /. nw v J V• W W W V W W J J J J A CC W W W W LMIMir \. TRACTAA C II 4 J V PRC-]+B1.34 W W �✓ \'1 W W JJJW v �\._ /vV. VW W W W I`W,- W W W W W W W W W W W W W W W W W W W W W W I I W �e .� W W W W W W W W W W W W W mow_..,. �•./_ PC = 112 52.53 `✓ W W W W W W W Ji W W W W �%- W -'� XT 13+38.0 SE 286TN PL 1+OR00 12MD PL SE P.I. MON PT-4+IZ50 123RD PL 3E +rise lNT 4+87.32 12 PL SE - I+W..00 IRACT E -+- e END 12MD PL SE 4 51u6 J 11 23 W Y I WIW W � W W W W I W SCALE: 1" = 100' W - 0 W 100 200 I I 124TH AVE. SE SE 269TH PL7�1� _' - -T T 14+7268 E 296M L 26+0561 124M A4 SE M / i <i� 1Ly1J �Aw. NE 16NaN. V/APN91t878 425.821.84/8 4]SRId40t ". WOA90MW"1 `.. YARROWB" 40 VERNA 0 ti I 2 Q CL ,WR V J Q k n q fi yn� R� yl SS 3�5 y Nam$ gR3k PNOA" MANAGER WMI?rE WAM/S KM PROJECT SURVEYOR WY E LEAS JL. PE PROD" ENGDIB6s .ERfRY L CO.Y. AMU PROJELT LANDSCAPE ARCRITECF FIRST SUBMNTAL DATE: 7128106 SCALE: 60n:1.f00' M--N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 ®2007 1RIAD SKEET NO. 3OF 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. \\ I I EA I I I TRAI PC = 3+89.99 PT <V/J 233 q PT = 49 2WAY WAY 8E _ - A\v)�\ 23q 235 236 237 236 239 240 241 Jf6f. 0 0 �6 5'00• PCC ]+ 13.5 i 0' 242 243 R.] 00 //•? R.)300 _ ]+ 251 ) _ L= OJ' 249 251 252 253 R=9B 0 H A z - SCALE:1"= 1W 0 m Im m0 250-40, 2J/ I �. _ 1 \ W W W \ 3 6 32] 328 329 �0 NQZO •W WWW 1 .62 /�J NT 82.291215 I - ��r�• (Cu,✓J\ 1 00 121sr sc - 1+on. -,4a0B LOJ 120 ST R= PCC . B 41.5J \ I P = { ]B01=231'4R' .00 ALLEY L+ 21 R.JO' 20/ 200 199 198 1 '♦� I95 194 19J 192 191 190 189 188 18] (TYPf2]] D6 2]5 L �OJ 2]2 R= 28. PJ26 65 JS C 3"1' 15 186 185 ,84 2]4 2]3 JfAJS' Rom{ �� / L G 2T4 5 B1� IS PIE• 263 _1 v � L.1 '44' 300 301 302 303 \2 J31 � R+d15. > R= '� I83 Dl 259 262 ` PC +21 2 298 299 304 2J 1'40' T I +BO. 4 12 ST S SE . +1]. a Q• \ L-31&{Y 2 261 1 296 29] . 332 -JI 00 I+ .00 SE 1 4JN T PT 1 +47. 4 232 23f .I2 32' i6] 168 169 ,]0 i]1 D2 3 I]4 i]9 8 26 C 165 166 ,]5 i]6 ,n ,]8 BO � 260 � T 295 306 305 9 2]9 2J 294 312 3,1 3 309 308 30] 333 \ a' L 191. 1' 181 I82 230 229 280 268 2J5' 293 31q 3,3 PC 4+3 1 N T S - { �\\ NOI 45YI JB' 202 228 lOB 213 INT +35. 22] 292 1RJ � mi T 0.04 ST I R=30 �� rt = +JS. 1 Y SE rori X 281 266 290 291 L=i B3 ZOB 860. =I l 12 T 96 1w 80 = ) = 4T. 215 AY INT 16+ IST ST SE � 91 90� • � I i 204j p89 ' 316 ` I T 2+48.f2 122N0 T S - � /NT 1+00.00 122N0 WAY SE \ 1+V.. 295TK95 CR T 205 225 •9 58.04 JST T .'1`�I'\7\II .\ IOnOP 92 B9 AN 8TY/P. 12+ .O8p2 i TH/W°\1Y ILO, 206 2C• ` 22422J 286 28] 3/8 r..1 344 TTT1 +f0360 Sf 1189 PL i"• 365 12+64.82 E 2 3pN S2BN S8T8/N Si 93 8g )2 pp8 � TW T I6 15.79 282Ir Jl9 O PT . 6+ 6. 366 i � 12+18.11 y T .per_ 4 L-J] J9' '� 222 1+00. J21 WA 320 ff 3a3 -- T 94 87 84 • - +1 .50 �, �' w+�'�' INi 2+J550 SE T95TH CR A V+B v v\ i 209 1 ) 221 28a 321 � 342 � -1 54 W - 83 ,V M 1+90.100 ALAIFY C r �) 210 tt1 f• 322 353 352 35, J50 7RA�T rl 'IW- l 86 211 220 323 PT - 9+50. 85 INT 2 32. SE 294TN CRT L-1 .J5 T )+ 5 AY 2 9 324 130' 355 TRAGG V W W ]9 L. 1383 r 368 W W W END 5E 951X CRT 94TH T PC - 1+82.89 TIP - I+ 00 111 8E 1 340 PC = JA 45 d2+B0. 325 W \ ._ ._ _ _ = 3+JZ51 ] ]] 212 - 339 J56 Co. o-i2 J1 369 L-VIZ ' W W I W wr. �--_•-.�.-..• .�-.-,4� W W \PRC-�/23{ R- L00 213 2�,8 PC 9+)26 3 \ . 125 ]6' 57 214 21] 76 rYP • 1138 i3] 8E % 358 � 13.0' .i1P..I9' PC 10+27.86 J_ - W � � W I 49 - liB C ` =30' 336 335 336 360 n ? W I W 46 47 48 C DE- 52 ]4 n W - ]B+J� 5£29TN OWAYY 11 3]5 W I W B ]. 51 ITYP R- .00 j41'" Z01 362 351 3]6 3]] • WI Jl PNABE 1 _4. �9).90' 1{f � 2 p 1 � f.0' WAY 36a 363 PT- +6J)i / \ `' � X \ PCC = 5+ 98 38 a-.�7'2Y1 ]p � 4=2 52' 8• T/000• PCV J+9 . V� � wi "1 V• � � 45 ¢I50.00 P 4+ 39 �I% .J028Y m R. 3 S00 PT= ]4.82 .•6 `9.03 ,L ✓' ✓' Vim`.` /./� I \ 44 40 %/A L_J�2.,Q• L_I,].B,' / rrt \I W W W W W i � L fOJ93' M'T J+ .53 / NIP SE 60 69 q3 - 1+00. SE Si ISO' 68 I SURVEY MONUML74T - - 2a5 62 J0.0' J• Tw /\•,-.�.�.` W W\..1 4J I8113R0 PL PC=J+0631 /V" '•"" �' �' �' W W W �� 33 3q 35 63 66 TIP _m• a 84.77 L -.�,. _..�.� 2I 65 p N p 9S'�� J• J• W W W� �W W / II-11-1•1 IS DD�� W W Vi. ��. �� �. INT 1+15 12 D PL SE PHA I . +29. A CJ2 13 a �/JV//J�J 8 9 f0 11 12 13 14 t5 16 17 18 19 20 2f 22 23 24 25 26 D 28 "•' � ,2 D PL SE 31 47 46. 49 0__-5,--1R��� ��� .a Iuu1 124TH AVE. --------__ =z - r- --- _ - - _-'- INT 1+00.00 8E 293Rp WAY -- INT T9+76.60 124TN AVE SE , ; � �• u 8§ FRONTAGE IMPROVEMENTS FOR 1247H AVENUE SE, 1187H AVENUE SE SE J047H STREET AND SE 2887H STREET ARE SHOW ON A SEPARA7E PLAN SET SUBMITTED TO KING COUNTY. / ii� lLy1J IOIWN, VLAPN91t�'8 426.811.BM8 "]OA90MW MM YARROWB" 40 VERNA Q 2 y Q 3 J � o 2 � ; v, Y uj O W Y U. Q c, U W} 9 lA-pY N CQ � oto o�C PROJOCT MANAGER WMrE WAu/s as PROJECT SURVEYOR WYE LEIME A. PE PRM" ENGINEER .ERfRY L CO.V. A3 PROJECT LANDSCAPE ARCHITECT F@ST SUBMITTAL DATE: 7128106 SCALE: BDn:1 -f00' 1EFIa N/A RIM NOT VALID UNLISE SIGNED AND To JOB NO. 03-094 ®2007 1RIAD SKEET NO. 4 OF 76 II I it I I II I I PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. I V NI L� I I CB CB J-51 1 1 130' PO&i Ill! I 1 I REC. NO I I " I I I I I L----J�-- RE H 41J- 2 W � I . I I FUTURE SSMHS 4/J-74 AND 413-75 I' CONTINUE 70 EX. LIFT STATION Sa I CB J-50 CB 4-6 3- CB =Z _ SMH 413-55 H 4/3-54 �n • • I. N ® ff��,, IN _������ RODIN I I � 10g .RA SSMH I 413-62 �6 vE W 1 1 CB 3-12 146 / C9 3-6B H 4 -6 11 t4 SSMH 4I3-6 'i' 144 ��/ CB 3- �/ W I / V• W1 �.� / W W W—'�./ CB J-05 GV J-89 CB 3-]4 / /.: • 131/ . W I / J• W I W W W W W J• J• fB 3-J5 PHASE 4 / 413-45 132 � W W/./ � � �I � � H 4/3-48W 142 ' 133 CB 22 A 207 S/ 112SWTHWII�C T�3CB 3-32 SSMH 12%-0JAM ERHEdDII 122 4 i i J 13] �j W W W W W W W .I. iil /`I' SYNH f13-33 r SSMH 413-64 138 S J-4 12 r I // W W W W W W W - CB 3- W W \ 3-78 f 139 / / 110 1 115 \ OB J-J -------- `\\ /A/ W W W W W W W W A/ �10917 C63 ASE -29 f3f-15 117 �W d17FAlL �. W W W W W W W W W W H 413-46 116 3 W MA L 7F CB OB 3-16 3-14 , . 119 \:1 CB 3-28 Al3- B W W W W W VW Ae 4' W W PHA BE 55MM 413- CB 3-IO .u• srow W/ ✓e we -12 20 UMIIN K TPER INTAKE 3 SSMH 41 / 99 L CB J_2 W W W W W W W W W W W W W W Wl - - 121 ASE 6 C897 /L W W W W W V' V' V' V' W W W W W I 104 H 41 4 J 1 _3 A, J, W W W W W W W W W W \55 4/3-43 103 102 101 10B J-B W -40 '� W W I A, A, J, A, W NY W W W W W W '�W SSANI 41.3-39 / / '"^ \ T A �l'c — w 3-] SSNH 413-41 /`I' CB 3-25 J /W W W W J• �'1 W W W W W W W �W\ lvW C83-6W SSN 4IW 38 � H 413-. /J• W W W W / I W W W W W W W W W - W�--.� �.J W W W W W H3M-)E WRFC W R E E"TW R E ENT tl3-]0 REC. NO ]30t 60503gp W W W V Im, POKER TELEPHONE WREO NO 3252029ASEME VW W W W W W W NY W W W W W W W W W V \` J• J• J• J• Ae Ae Ae W W W W y y y 1e W W IT00' Pdlar,�R��a MNE * AND TELEGRAPH EASEMENT W A, J• A, J• W Ae Ae Ae W W W W 1e y y y W A, REI�,NO 32,V576 Y J V / W J• J• J• J• W J• J• J• y y y y W W V625' POI4ER TEL*PHONEW AND 7£LEGRAP— H EA MMENT `e I W W W J• J• W W W W W y y y y W W REOI'No 50af061 W V O V W W W W W Ji Ji Ji W W W W y L L W W W W W —W—.i BSMH 413- 2-54 CB 2-5 �`V' V' P W W W A, V' V' W A, IW— >V- 2-58 SSMH 40-n II V` \ W W W W W W _ _ / — — 123RD PL SE 3 1 4 1 5 IUIIIIIIIIIl'S 07 0 u WI W . W W w w NY W W W W W W \W CONSTRUCRON, AND HEIGHT UMITS FOR LIGHTS UNDER SPA LINE AND MTH/N EASEMENT SHALL MEET BPA REQU/R£MENTS LIGHT POLE LOCATION PER PLAN. LIGHT POLE REQUIREMEWS (POLE HEIGHT AND UGH TIPS) PER CITY OF KENT. FRONTAGE IMPROVEMENTS FOR 124774 AVENUE SE, 118774 AVENUE SE, SE J04774 STREET AND SE 288TH STREET ARE SHOWN ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. W CAUnaN 41 H J-] �' 1 LOCATION OF EXISTING UTILITIES 2-ss SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL SWH of 7 INCLUSIVE. IT IS THE 2- 2-42 CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF 123 D UTILITIES PRIOR TO PROCEEDING WIN CONS7RUCTION. YOU MUST CALL 1-800-424-5555 NOT — — — _ LESS THAN TWO FULL BUSINESS ' -- DAYS BEFORE BEGINNING EXCAVATION WHERE ANY 2- ce 2-41 UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE 70 DO 50 WH 13- COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. ___iaT�i-^ _----�� — - — __ f6124-9 — --v— --_ __•- - — - _ — —'m ou 2-6 �CB2-61 TRACT S II SE 296rH PL II I 02007 1RIAD / ii� lLy1J �Aw. NE 16NaN. V/APN91t878 425.821.8418 A]SRId40t a. WOA90MW MM .oleanwr.,aoni n 40 VERNA 0 W n S@3g G Li Lp� W z NK yy kg GIN z� PROlE1T MANAGER RQBERT E WALL15 as PEO7EC7 SURFEYDR WY E LML JL. PE PEOTEIT ENGWEES 2 Y L LO.Y. ASU PRIM LANDSCAPE ARCHfMT FIRST SUBMITTAL DATE: 7128106 SCALE: 80n:1 -f00' M--N/A STAMP NOT VAUD UNLESS SIGNED AND DATED 1OB NO. 03-094 SEEE1 NO. 50F 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. SCALE: 1"= IW o w +ro 2m LIGHT POLE LOCA DON PER PLAN. LIGHT POLE REQUIREMENTS (POLE HEIGHT AND LIGHT TYPE) PER CITY OF KENT. FRONTAGE IMPROVEMENTS FOR 1247H AVENUE SE; 118TH AVENUE SE, SE 3047H STREET AND SE 2887H STREET ARE SHORN ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. CAU77ON LOCADON OF EXISRNG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 774E CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WIN CONS7RUC77ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TNV FULL BUSINESS DAYS BEFORE BEGINNING EXCAVADON WHERE ANY UNDERGROUND UDLIRES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SU6STAN77AL REPAIR COSTS / ii� lLy1J �Aw. NE 16NaN. V/APN91t878 425.821.EM8 ixmtaet ". "]OA90MW MM •vw.oleanwr.,aoni it a ROWlirii n 40 VERDANA x 0 I s 8 n g y �S000�Se WYE fEM1E X., Pf PROJECT MANAGER acaAxrE w as PROJECT SURVEYOR WYE (EX IS A. PE PROJECT ENGMM .EFfERY L M ASU PROAM LANDSCAPE ARCHITECT FIRST SUBMTRAL DATE: 7128106 SCALE: e0M.:1'-1w, vm_N/A STAMP NOT VALID UNLESS SIGNED AND DATED a 02007 MIAD JOB NO. 03-094 SM NO. 60F 76 J86 -- _ 388 - 39 ----------------- 00 0 9 _ PHA S� 1 / POND B (SEE POND DETAILS li SHEETS iJ AND U) I I 1 7RACT T DETENTION I I QU2-2 LOCH A7EV LED AS SHOWN Il/r I W/ ]RASH RACK i I 1 41 24" IE MPI WIAI2 I I QI 1 \ INSTALL RIPRAP I TO POND BOTTOM WIDE x 2' THICK) --------------- SENSITIVE AREA 11J41 emu• -w' v= � .1, � � w- —� w Y��E� \ \\ CONTOUR -l•�--------- ---- __-- /� R 44.38'(CIR. CRATE) / \ -- �396----- -_--__--____ . ____-398=_- ��___�-- \.y/ \ N� �V INS Val L1'--400-_________________�` _ - - _ _ _ --- __396 ---y\_ -- ___-__ �02--__ ____ __ -________ •L; f =�\___dOd--cam- -�-<`---au nue`nnv �- -.. _____ \D W nNPU Cl/ PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. INT 7f82.24 SE 29MD WAY 7+70..DD,, 30'Aa GB 2-115 1525' Rr W I L l 31 [IjI O P� 1+00.00 122ND WAY SE 1725' RT (CTR. GRAR) EABEML LOCALE AS SHOWN , �J fy u 11 DAYLIGHT BASEMENT EASEMENT ANO PRl✓AlE ( aEC pi ld_ _•-•-•-.-.-. I FOOTING DRAINS NA i li i - UPLInESA DRY \ / \\ Jc �' W W I �' �✓✓ `✓ f0 LNLEPEL SPkEADER I II I r A V I PER DETAIL, y� �__J W J \I LOTS 53-5y .N I r ( r I L / _ r STRUCT IVY �' / 1" PERT PVC PIPE FOR '°! N %� ( �� i CB 2- TYPE Il IB \ RAMP O 7+58.0 ON OF 7 _ 4 %; _ --_, \ /h�'`o. 7,'�'1+ KENr ST0.0 6-I_(D'P}__ \. / J= W DAri/NiT BASEMENT / r J' 9 h 1; 1. T C1R. SICK / ♦ \ - N _ -. �- / FOOnNG�O'pVVEYANCE/ b ` `� 1 5'Li ((Cnt. ------------ - -7--•/�/7�i�,; �,(�, I r (I OR IN ,p9 `` 76 / 65 ,'�14 __ __% sowN�,i7 RyWw. r EA�'EMENT) i \ 4 0 < "/ .• t\i , S ,E aNG DE a PER 215 FX/SnNG ', 1APNPR04E0 F �Y �tAOINC ( / /- 3+9& nY C b$ t ` M 46 111 4" PERT. PV8 PIPE ' / 7D§d'•[T (C S - I 1 ` ACT D 5LANOSCAPFy_ T 20fi ICI` 1 CLEAN T / � /; - �: IDRA/N ✓ 56 A / 1 ,�,,'�;'=fZ ��_ \uN� ► `� � // � tt' 73 \\`\` d _ t2 i , 1 r- I < \ p (kill Of A ./ \ 1 - 10 PUHLIC 'W£F ill-6 I �\ 1 16' Li ( GRt 1 WA /ER OR,YWI(lTIES 1 1 ' a,T _ SEE SD -A ROFT \ \ +, I \I 1, AND PRIVATE ISrORl1'�agq 1 69 0Mi . Src,R.)I \1 \ (a 11 IDRAINAKX EAyEMEN - 1 r ' IR. CRATE li a 51 SHE f0I \ I \ I __ 11111 i ' II i � �• IT I 1) I� V'� i � I A A i P 3 i A -♦ 11 / V 11 '/ 11 6 �f 42I�._ Il lr 11 61 v 1 - 37 « / �\ I I _ oD, pl.z5 Lr4,�, 11 L s7F A Loan uD V 1 1 II A AI I , II II z+e�ct rz.25 it 6811 �v 1A VA li 1 )11 — A A A AI I 11 \ I A\ � 11 IBr PVC LOT / 1 I 1 1 AlN T1P 62 � - z' 4kn s" hHiar rxuEN I To -Fri •�®awl _ lYJ 'D `\�\}gym Il�u�l \ I, \\ i \.I ,. 1� 1.1' J 16"STib4M ORAMAGE �ion�a�iir�a lr�21-•a4. vww PR(X(IBIIEu •\ y\ Lrn n rc w� •C+rry \ \KENT O A/1 IV tt OF 36 AK- NFlE�446 -If 63 64 \ 66 w 218 i 12.W` LT, 12J5- LT (CM.. \\ lazs' a (cnr. GIVA) GRATE) O � I, � \\ W+5&Z6, CURB INLET tr \ 13.54' RT (CM.. STCR.) r .39' AT CCITT. GRA /E) or =13-M 54'I 2-73 TWE I1-48" UND SOJd LOCKING L 10„2f100' RT FI II/7%%4TEi J+5&26, 2.38'/LTT J, (CM GRATE) !/ 2 iW 6T7 CF D. Dw6s}i (TW) 1=1V P I W jTIE R ARON GR G N car \ lIZASWTRU RECREA 0, AREA59PER IJ LA/fOSCA PLAN& TWf ILLUMIOTZIENl PE? -- �.25 4+52.0g, i RT I! I/ 11 I � .�'• _Y �l (J LV T � � \ \ � \ ` - \ - � - B � +}l. L TORM AI _ ____ ___ _ T_ �c_ - - � • ___ 11., _ - F� i 2J 00, Y2.25 R i, by0 I i i i i \V �` \ \- _ _ _ �".\ '-SiLWM ORAINA / �. . ✓ - / p _ __'I �� III i U4 WHEEL d/AIR RAM RAMP ® PER ON OF �} 9 1254' T (C1R. SICR. ' AND VA2 STORM _ .25 TI / l ry a I TR I PL sE T s% OWE s 7 (rrv) I. -TRACT e KENTsro ] P _ !-4R� 1 �p 7r saro-L elD. - — -- -- -- ---_ - f ----' -------' 2 7B iG \ 11 � ,Lp --13-- \ � -- JN 19.0$--- _� - ORAINA EASEMENT _ �- � � �- _W 24 RDUND SOLID > _ \ ♦ $, f _ - .-� - _ - /_ __ _ I I SOLID LOCKING UD I`` STCR.) _ iAo 10-PO E 't _N , i� - _ __ ___ __ __ _ .OD•TO.00 RT - - - - - - - - LRA-]E3 - SLEEVE P SAT i ' /' i i � i _ I �'-J,+T3 I , REC 6 - ♦ - 0 EASEMENT FALL (NO SUMP-CN NEL I - - - 2'� - r -24- - µ h /j7 d / - 1 r \ _ - - _ - _ ` - - _ CROSSIN LAM WALL p0 / kEC 6087208 _ APP C' DET L PER G - 23LF 24" DIA. M �$ / ry�6 2, yI� yN� N / 4 - - - - _ -_ _ _ _ - _ - - - \ 5• ''p• j 2JLF DIA--BI -,:. / / / L i Xh i 10' TY EA ME -_ 21 2\RECU 608720aN _ 32 I � _ a _ II AA SSA.----_ ,3-� C8 2-65 3S 32}19.0& T325 LT EN CULVERT END f; REX IM'. Q2936 —+44'� ` ©. :.. i I rE lzo z3(1rPVes1: CK- 124 TH AVENU SE ce 66 C61 _-----_ -- -� - _ __-� =�az�_ �,� T _ I TO: COFL Ci RUNOFF FROM URBAN IMINORARTERIAL STREET). 36+1900 23.25 LT 36+24?32, �705 RT A A y� -� -.- - l�i Y-.EfiSfiVC2Y-CMP-C-R955--_-} 39+24.31, 1&2S R LL — �1H�-�_T'� CUL PERT. - Z EX CULVERT END 1 12 CONK It 426.88 C6 2-64 ]YPE 11-48" I _.- W THRU CURB INLET EX CULVERT END Q 34+1801, EX CULVERT2J54ENO bHjz- 34+19 LT CCITT. SR:R.) 2a' CUP It 42525 EX. CULVERT END 12 CUNCCUNC l-0 E 4282 -- - 14-12 - ------ - --� - --- A�...A ,f 2338' LT (C.. CRATF) 12 CONK lE a26.87 DRAINAGE PER KING COUNTY 124M - - E OUTFALL 124-1 AVE SE FRONTAGE IMPROVEMENT 12 PVElt 4,3].1I � � � // - 12 PV r + PLAN SET EX. CATCH BA / / �pe �" INi i+ .W SE 29JRD WAY INSTALL RIPRAP FOR W VANED CRATE' �� \ \ /J INT 39+76.50 124M AVE SE CONSTRUCTION AND H£70HT LIMI7S FOR OVIFML PROTECnON TDI` 4402t SEE FRONTAGE IMPROVEMENT PUNS LIGHTS UNDER SPA LINE AND WITHIN FENCE/RAIL NOTE- PRESSURE TREATED WOOD /2" IE 42&JJ SUBMITTED TO KING COUNTY, EASEMENT SHALL MEET BPA SHALL NOT BE USED. SLOPE TOP OF RAILING PREPARED BY TRIAD I SSOC/ATES FOR REWIREMEN7S TO PREVENT WATER PONDING. SCALE: 1" = 40' 124774 AVENUE SE /S ALLOWED IN KING NO CONCOUNTY g m 4o m ALL CATCH BASINS $HALL B£ TYPE 1 WALLS ADJACENT TO WETLANDS SHALL BE RIGHT -OF -MAY Dry WAY WITHOUT A PERMIT RESIDEN77AL DRIVEWAYS PER CITY OF UNLESS OTHER{MS£ SPEGRED. OUTSIDE 15' BSBL FROM THE/GH KENT SOS. STORM DRAINAGE MAIN /N ROADS SHALL LOT DRAINS O BE 6' ADS N-12 OR EQUAL PROPOSED ROAD GRADING PER APPROVED f8" MIN COVER OVER ROOF DONNSPOUT BE PVC SOR 35 RIBBED. INSTALL CLEAN -OUTS AT DIRECTIONAL EARLY GRADING AND EROSION CONTROL FALL PRO7ECT70N N07E• LINES CHANGES AND PER PLAN. INSTALL ROOF PLANS PREPARED BY TRIAD ASSOCIATES CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERVICE AS ROCKERIES OVER 30-INCHES IN HEIGHT FOR a ALL GRATES O BE VANED GRATES POSSIBLE. MAINTAIN 18' MIN COVER OVER FALL PROTECTION. USE METAL FENCING WHEN ROOF DRAINS AND FOUNDATION DRAINS UNLESS OTHERAWSE N07ED. PIPES SINE SOILS ARE NOT COMPA RBLE FORdROOFADJACENT O ROADWAYS USE WOOD FENCING SHALL BE SEPARATE DRAINS MAY BE DRAIN INRLTRARON. ROOF LINES WILL FOR AINDER PRESSURE TREATED T ED AT LRE�NTO OVER LEVEL SOREADERS FOR SHALL NOT BE USE OPE OPP OF RILING P�ORNTO RNA ROADOUT PROVIDE CLEANOUTS AT ALL DIRECTIONAL ROOKERIES AND ROOKERY DRAINS PER PLANS N£MAND RECHARGE A ORN, OR NO PREVENT WATER PONDING. CATCH BASIN SYSTEM. BF7JOS, TYP. OF ALL PIPESYSTEMS PREPARED BY GOLDER ASSOCIATE'$ INC. BE 77CHMINED TO THE SORM PIPE SY CAU77ON LOA77ON OF EXISTING UTILITIES SHOWN IS APPROMMAIE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 77 E CON7RACTORS RESPONSIBILITY O FIELD VERIFY LOA77ON OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST ALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXAVA77ON WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE O DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS ®2007 TRIAD / I \ <i� 1Ly1J �Aw. NE 161bN. WABN9at918 425.821.8418 4]SRI w1a. WOA90AlW MM \JN"oleanwr.,aonlp" n VER®NA Q 2 y Q 3 Ln U J W M O O Q % 2 Lw cc LW j vi Y uj V O 2 Y U. c O U �i;;IEIiEIEI tit zcl g H g �s000�as��o �i%i.-Aii PROHMT MANAGE R09LxrE WAIIrc as PROHMT SURYDYON WY E !£OUTS x- PE PROHMT ENGIRM .ERfRY L GO,Y. ASU PE01MT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7128106 SCALE: Hom:1 -40' M-.N/A STAMP NOT VALID UNLESS SIGNED AND DATED TDB NO. 03-094 SM NO. 170F 76 RESIDENTIAL DRIVEWAYS PER C/7Y OF ALL CATCH BASINS SHALL BE TYPE 1 WALLS ADJACENT TO WERANOS SHALL BE CONSTRUCTON IS ALLOWED IN KING KENT S7DS UNLESS 0THERW15E SPECIFIED. OUTSIDE 15' BSBL NTY RIGHT—OF—WAY WITHOUT A PERMIT FROM THE COUNTY. "cam@ DRAINAGE MAIN /N ROADS SHALL LOT DRAINS TO BE 6' ADS N-12 OR EQUAL 180 MIN COVER OVER ROOF DOWNSPOUT BSTORM£ PVC SDR 35, RIBBED. INSTALL CLEAN —OUTS AT ORECRONAL 33 FALL PRO7ECRON NOTE• LINES. CHANGES AND PER PLAN. INSTALL ROOF o CONTRACTOR MUST INSTALL RAILING ON DRAIN AS FAR FROM SEWER SERVICE AS ROOKERIES OVER 30—INCHES IN HEIGHT . ALL GRATES TO BE VANED GRATES POSSIBLE. MAINTAIN 180 MIN COVEF OVER FALL PROTECRON. USE METAL FENONG WHEN ADJACENT TO ROADWAYS USE WOOD FENONG FOR REMAINDER. PRESSURE TREATED WOOD ROOF DRAINS AND FOUNDA DON DRAINS SHALL BE SEPARATE DRAINS MAY BE COMBINED AT LOT CLEANOUT JUST UNLESS 07HERWISE NO7ED. ® PIPES. I SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH TO ROAD PROVIDE CLEANOUTS AT ALL DIREC77O1VAL ROCKERIES AND ROCKERY DRAINS PER PLANS TO PREVENT WATER PONDING CATCH BASIN SYSTEM. BENDS, TYP. OF ALL PIPE SYSTEMS PREPARED BY GOLDER ASSOCIATE$ INC. &a CONSTRUCTION, AND HEIGHT LIMITS FOR LIGHTS UNDER BPA LINE AND WITHIN EASEMENT SHALL MEET BPA REQUIREMENTS. mi FENCE/RAIL NOTE PRESSURE TREATED WOOD SHALL NOT BE USED. SLOPE TOP OF RAILING TO PREVENT WATER PONDING PROPOSED ROAD GRADING PER APPROVED EARLY GRADING AND EROSION CONTROL PUNS PREPARED BY TRIADASSOCIATES SITE SOILS ARE NOT COMPATIBLE FOR ROOF GRAIN INflLIRA RON. ROOF LINES WILL DISPERSE OVER LEVEL SPREADERS FOR WETLAND RECHARGE, AS SHOWN, OR WILL BE RGHRINED 70 THE STORM PIPE SY51EM. CAU77ON LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 7HE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. RLAD 0 �A NE 16NaN. V/APN91t878 425.821.EM8 ixmtaet a. B]OA90MW MM •vw.oleanwr.,aoni n 40 VERDANA x 0 I s Q 1 U Lo M J J • O O Q � 2 cc Y v, uj Q Q Qc ca NN [ r t�@ fee ��kk�44444444a WY E f X.. Pf PROAM MANAGER WMrE w as PROTECT SU9vmR WY E f A. PE PROTECT ENGINEER .ERfRY L LO.Y. ASU PROJECT LANDSCAPE ARCHITECT FINST SUBMTRAL DATE: 7128106 SCALE: 90m:1 -4 Y M--N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SM NO. 180F 76 02007 1RIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M SEE SHEET 20 _ w w w w w W W W W w w w w w W W W W W w w w w w w w w 625- POWR, EPHONE ANO 'afw F L EA T EEC. NO 5041061 % 'P W W W W >V >V J� W w VI' j W �� W w >V >V I W W W W SCALE. 1• tl 40' w w w �✓ w W W W w w w w w W W W W W w w w w w w w Im' OMWq.1ERCEASAfENTI w w .V .✓ w .b wy W W w� w I w w Oy 20 tl b OT �� w w w w w w w w w w w w w �� w w w w w w w �✓ �✓ w w w w w w im�OW£H. 776CCFPH0.NE`✓ `✓ V' � `I' w w �� w w I w �Y� � �✓ � w w � EWA H EASEMEN w w w w w w w w w w w w w w w w w w w w w w w W .EEC. NO..LI252029 J> �✓ w w J> W� w w� w w w w w w w w w w w �✓ �✓ w w� w w w w W w w �✓ �✓ w w w w w `V 100'EPOWER �✓ w �w � w w (w w �✓ �✓ w w w TELEPHONE AND IEU5 RAPH E/ NENT w �15J526 y w w w w w y w w w w w w w w w w w w 6L w w w w w w w w w w w w w w w w *aSnNC *Y D w l w -s w w l w w w �' 7RAICT TTw /Tit1l�lJ 00 . p1YLLWAYpI4mA /ffi.821.&�B A'�Q1.9y1 r l00.YlAVNtl�tl `jA An�nvA�AN�� MV Y M[ u ift VIFRIDANA 11 cavTolm rrP I I !' w�� (l 7RACT TT SENSMVE AP& �' w w .v w w w w w w �- .a-� �- �- 6v w �� M' w �- w w w �• Z w w w w w � � w w w w w/ w w �✓ � � w w w w w w w w w � w� w w w w l w� w w � �/I� w� �- � w w w y,�.�� � CL w w w w �✓ �✓ w w w w w w w w �✓ �✓ w w w w w w w w w �✓ '� �✓ w w I CULVERTEND .� w I i �L ___�� w w �✓ w w w w w� w �✓ J> w w w w w IS ¢J/C IE 38y28 �✓ �� i w w w W�.i / I Jc--� .� w Q W 15 x. CUL rEND �, �, �.�• I .�" I r" w w w w w �✓ �✓ �- �- w w w w w w w �✓ �✓ �- �- w w w w 5 PVC 3s1.20 I � � Q -�--`- -_` _,_ ____� _ -_ 3 0_-__------ --� - - 3 2-________ __. ���-�'-_ _ ---------'�=_� _'__'-r -__-_ - -_ ,_-.�" �:�:___--___.__-._____-_ _ i �: _ _ - _f --3s2` " �'- -__ ___-� _ Sm/�c>sm AN.FJB • _ � / _ µM�pppp------------ _ 1 _ L _ _ ¢p _ _ -J96-- f - _ - 6E 296ni % -J98__ _ _ - --__ W In Nam. - ) -_ -_ CB-JITVPEiI-d�--�_ �_ __ _ fl35'RTCWB. w ___w - Je - - _ �L� _Y's�-•�a..� ___� �� - +5a00,.925 T ( 1 _ .,,k( _\��w ___ •IL J� ---' � __-._ _ TYPE Il f8" - - � � _ 9.P5' RT (SiA AiE) ,--402-- N-.15-BZ CiR s _ _ �i� -TYPE-11-48" -404-- -+ - f2,g5 R__ GRk1Ej _ _ _ _ __ ��-.-835'LT CTR.-5/C2) 1+8200. --- 06 - _ __- 4 - \� Q _�-� _ 925'LT jCWR.GRAWE 8.3S LL(Cffi. STCR� � ` Q � _ � _ � _ -_ _ _ _ - -. _ - ) - 9.25' LTSCiR. (WAN, _; _ ----4 8- - -- `\\ \\,r _' _ T - 7E?ACT JCt _ _ _ - -�� _ --420--- --424- _ - _ - 0 _ - - _ _ �1 r N-•l -OPEN SPACE .y°� _ - Uj 439--- 94A 4!r - ` 4+6Z32123RD PL� �' "Ad C.' 42 ___ _432- _�'f - 02 __ Y3✓511.42 �___ �"_ 1 L W (n +m.00 WRALT 5 A2 _ - -- - - `- ---- - --_ ------- 5+16.80. 825 i i43 3 TRACT"WW _ qn /, �RI ATE RE DEN fi5'-12' Nm (SEE PRO " - kECREA7fON ' -� CB 2- °� EE 2e;WY N SEEN PROFIZSHE Tr36 fi N �r- �F _ --- CRADINO WIHIN 5+16.m, 9.25 i' W SOGOYGQONG LIP --- RELREA RON AREAS PER TOP 426.56 �„- 0♦50.m. 4].0L1 LT -_,LANDSCAPE PUNS (TYP) 12" IF 42J.95 v •-- -- -- + T A . - � / / 1�1E1429 J �-- _.. ,.: � 5 ' `. a Pi - 4l. .,p'r IDS 6^R LO � • � � <..r . �-... .. ..:; ,.0 `I j (MATCH EA: G4dWN0}_ - M T _ 2OA50.00.1d. LT -- II' II' _ _ WATER DRY RURES OFA 1+SD.Oa i r ���� -�� - _ - -" / �., o• .4+6za2 s.zs Lr 4 AINAGE au' Ln(cm srcR T � NCB @ N. r < v 9. J3' LI (C CRATE) ,h -/3+ b. 9 Ii. SS, R ,(C� 01 T s -'` ' / ' 12 ZS' RT - ..:, A3.15t � i s �� LT15 41.66 - (J i 5+41.fi6 _� 426r-_- - , � L _- SE-3 _ r _ t e I(CTR. WA = I 167 EX CB TOP �787 18` PYL IF 427.05 (ILSE) Ex. ce IBEX CBCB TOP 429.69 I I TOP 12" 429.76 PVC IF 425.32 (NW) 1 16" PVC lE 425(N 12" (29 PVC S) 1PVC IE 42Sv9 (SE 12" 2" PISTE 42519 (NE) � WOOD FENCEIRAIL NOTE: PRESSURE TREATED o .. 18, PVC IF 429.23 18" PVC IE 429,13 5 £X. ED oft TOP 437..12 ' 18" PVC IF 4 .266 (N) TOP 43Z28 16" PVC IF 43282 (E) 4" PVC IF 43398 (E) 18" PI2'/E 4J252 (5) 12- PVC IF 41132 (N) 18-PVC IF 43324 (S) SEE FRONTAGE IMPROVEMENT PLANS, SUBMITTED TO KING COUNTY, PREPARED BY TRIAD ASSOCIATES FOR 124TH AVENUE SE IMPROVEMENTS. 2 „ 3 _-4:� Jr �sOLI c°uo i h _ I Ica RK tr �JRACT R --- 1+] T 0 .. -- SET. (. i+sas-D23`Lt - � -'- -- �da4�. 9� � W 28+I9 m, LT _ I ' + .11 - - - 4+ . 2 z - S5- ems--�S __-- W M a 1 - Ex ce -�---Aiwa 4 -P VC-`7 -_--- r _iyJLc„4w.Ae�... ,OE:s79.Y6411, 1(3?£vr45L- roP 4Js.]s ,Jt� _ O� _ _ 12'PVO IE .61 `5' OHP---- -OH P- T 14�4LMI I ��� �P��I �} - -- (Ns) -pHP- -�� _ - L AT0R TB EXIS G r �aaa&H AS .� RI HPr-I--- Ly 0464113 �c4641 s6 i� ' P• IF 437,76 1 1N£RIFY LOCATION AND ELEI�ATION PRIOR 1D' PDwER EASE r 12" PVC IF 436.45 (S) `� O 9 12" vC lE 43]�b' (5) Tp CONSTRUCRO . COORDINATE WITH ---,�' _-A_trw8�1DT---- 12" PVC IF 43].12 E L 12" PVC IF 436.56 (N) 12" PVC IF 436.45 (5) EX ELI TAS PURVEWR-�O-CAP-OR ABANDON. -- C6 40 438,63 (N(s) CAUTION: EXTREME CAU77ON SHOULD BE USED WHILE WORKING OP 44f.01 s" Pvc I£ a3a m (s) �NEAR EXISTING GAS PIPELINE. DAMAGE TO PIPELINE COULD 11" Puc I£ 43z ]o !(N) RESULT /N SERIOUS INJURY AND DAMAGES. 12" PVC IF 43Z61 IFW) SHALL NOT BE USED. SLOPE TOP OF RAILING TO PREVENT WATER PONDING. CONSTRUCTION, AND HEIGHT LIMITS FOR UGHT5 UNDER BPA LINE AND W17H/N RESIDENTIAL DRIVEWAYS PER CITY OF ALL CATCH BASINS SHALL BE TYPE 1 WALLS ADJACENT TO RERANDS SHALL BE EASENENT SHALL MEET BPA NO CONSTRUCTION IS ALLOWED IN KING KENT STOS. UNLESS OTHERWISE SPECIFIED. OUTSIDE 15' BSBL REQUIREMENTS COUNTY RIGHT-OF-WAY WITHOUT A PERMIT FROM 774E COUNTY. 18" MIN COVER OVER ROOF DOWNSPOUT STORM DRAINAGE MAIN /N ROADS SHALL LOT DRAINS TO BE 6" ADS N-12 OR EQUAL. PROPOSED ROAD GRADING PER APPROVED LINES BE PVC SOR 35, RIBBED. INSTALL CLEAN -OUTS AT DIRECTIONAL EARLY GRADING AND ERGS/QV CQVIROL FALL PROTECTIdJ NOTE CHANCES AND PER PLAN INSTALL ROOF PLANS PREPARED BY IR/AD ASSOC/A TES CONTRACTOR MUST INSTALL RAILING DIV IN AS FAR FROM SEWER SERVICE AS ROOKERIES OVER 30-INCHES IN HEIGHT FOR ALL GRATES TO BE VANED GRATES POSSIBLE. MAINTAIN 18" MIN COVER OVER FALL PRO7EC7/0M USE METAL FENCING WHEN ROOF DRAINS AND FOUNDATION DRAINS UNLESS OTHERWISE NOTED. PIPES. 97E SOILS ARE NOT COMPA77BLE FOR ROOF ADJACENT TO ROADWAYS USE WOOD FENCING SHALL BE SEPARATE DRAINS MAY BE DRAIN INRL7RA77ON. ROOF LINES WILL FUR REMAINDER. PRESSURE TREATED WOOD COMBINED AT LOT CLEANOUT JJST DISPERSE OVER LEVEL SPREADERS FOR SHALL NOT BE USED. SLOPE TOP OF RAILING PRIOR TO FINAL REACH TO ROAD PROVIDE CLEANOUTS AT ALL DIRECTIONAL ROOKERIES AND ROOKERY DRAINS PER PLANS WERAND RECHARGE AS SHOWN, OR WILL TO PREVENT WATER PONDING. CATCH BASIN SYSTEM. BENDS, TIP. OF ALL PIPE SYSTEMS PREPARED BY GOLDER ASSOCIATES INC BE 77GH7LINED TO 7HE STORM PIPE SYSTEM. CAUTION LOCATION OF EXIS77NG U77LI77ES SHOWN IS APPROX/MA7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSVILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS WY E LEIMS All PE PROJECT MANAGER "LRT E WALUS xS PROJECT SURVEYOR TIDY E. LEWS, 4P, PE PROJECT ENGINEER 4EFi£RY L COX. ASLA PROJECT TANDSCAPE APCRINCT PE73P SUBMITTAL DATE: 7128106 SCALE: 9Otl.:1'=40' M.:N/A STAMP NOT YAM UNLESS SIGNED AND DATED JOB NO. 03-094 �' �° 19DP76 02007 TRIAD ASSOCIATES 421 4N 391 381 371 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 420 PW STA - 28+ .22 100.00' 4C 1- PN STA 27+01.81 21- PN ELE = 38518 Y 100. ' VC � � p e OU 'Rc >p ro ^h MY +� 410 a n n IA 11' R , I I DEMG'ARq! yw, Y �'Yi �Ni �gy Y Y ry 0 2.003 LOW PON ELEV = 394.55 5�'5yyS q Si m m W W S S ~ LOW PANT STA - 25+M41 m W F / PN ST = 25+06.41 27 .00' W + , l000 % + li NLET .AO o0 n 11 � 12' IE 4B2:3P 0 Will w 400 PROPO5E0 NlS ORAOE AT ROA 4 / � 4 / h 46' fY 12' O 1.05% O ® 00 O 9�✓-2%Y° 3P-24' 184'-24' O.l. O Aaff '-24 0 Q D.I. 053T / / CB 3-39 n-4e ®�� � \ D.I. 06-W ® - - - - - - - _ _ - - / / TOP 494Ni- 402.N - \ -- - ------- / - - - - \ - - -- - - TDP OF ARCH - TYPE ll 48' .'9.1e4 (E >) CB 3-47 TYPE 11-48' EL 3 50 W 24 RWND D LOOONG W 24 ROUND SOLID LOCK - IN� OF CROWN\ TOP 109. 3400f0 / TOP '96B 405.1I �' 0 / ` 12' IE 3 .91- 39276 / 12' IE W)403.60 CB 3- Il'PE ll \ / 15' 1E 3 ..66 392 2 / 34'- 2' (OUISID DROP PER W \ �� m / / \ 4' 1E M1.91- 391. 7 S I9 t8 DETA14 EET 41) M WIS INLET 39430 ` \ CB -40 12' IE 3 4.22 (SNE),m4,d RECOMMENOAOONS EXI 0NG G ND R 40047 (5) 24' 1E D.L 389. 0 (W) 1 I 12' PVD 24 IE 9.82 (E) I AND PER CB 3- /-- -� AT ROAD IS/bET MDOir TOP�9/.d6\ / 'Q 12' /E r92 J 4'-12' D.L 1 I 10o OF RDy24' 1E (NE)B.dM I IE J91. P A SE Al 4.12 F/_, 3B24" I / 1H CURB INLET r _ 380 12' IE D.1391.2 1T CEI 3 /- FFOUNDADOPI EL. 378 TOP 394,19 7 24' IE O.I. 390,24(w) O t88 24' IE J9C TYPE I- 19 (E) _____________ 8 TOP 12' 37 396. 31 J9299 - I -- 24' 1E 389.69 D.I. 389. 2 (- 24 IE 389.46 (E) -------- ---- -------, PHA (SEE PLAN SHEET 21) SE 296 H PLACE 370 r PROFILE SCALE 1''-= 40' HORIZONTALI 14 VERTICAL PROPOSEDfmS GRADE EL T TW EL AT ry 24+00 s 25+UU 27+0U LE -an AS -CONSTRUCTED PLANS (SEE SHEET I 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. LOCA77ON OF EXIS77NG UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCTION YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVARON WHERE ANY UNDERGROUND U77LI77ES 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 COIVDIRONS ONLY IF A SIGNIFICANT ADJUSTMENT WAS MADE ICJ A U77LITY DURING CONSTRUCTION OR /F M/N/MAL CLEARANCE RESULTED. l CERTIFY THAT THE LOCA 77ON$ ELEVARONS, DEPTHS, AND AS —BUILT COMMENTS REFLEC77NG MATERIALS ACTUALLY USED DURING CONSTRUCRON ACCURATELY REFLECT EXIS77NG FIELD CONDIRONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION DN 7741S DATE.' sw Data 02007 TRIAD ASSOCIATES )Axova"y 40 VERDANA Q cc a Lo U cy J J • O d Q C4 ADD •• W • rc Y 41 cz ca 2 Y 6 Zf 3! G 3! 6 S 3! r 'tl Li M S =MYd�SE 8�� �$e ROY E LEMR. P£ MANAGER PROTECT RO T E WALLIA %S SIMMOR PROEM ROY E. LTW$ .., PE PROJECT ENGINEER .£EERY L COX, AS PROJECT IANOSCAPE ARCHITECT 7TRST SVBWITTAL DATE: 7128106 SCALE: a .: 10-40' M.: 10-4' /a STAMP NOT VALID UNLESS SIGNED AND DATIM WIB NO. 03-094 sir NO. 25DP 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 450 rro p AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) 410 400 390 380 DUCTILE IRON PIPE SHALL BE CLASS 50 MJN/MUM. RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT lS WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEVER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER URLITY CROSSING ELEVATIONS ARE DESI�' ADJUSTED /N AS —BUILT CONDITIONS ONLY lF A SIGNIfiCANT ADLvSTAIENT WAS MADE 70 A UTILITY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONSTRUCTION OR IF MINIMAL SAND WEDGE PER CITY OF KENT STANDARDS CLEARANCE RESULTED. CAU7701V / CERTIFY THAT THE LOCATIONS LOCATION OF EXIS77NG UTILITIES SHOWN IS APPROX/MA 7E AND MAY NOT HE ELEVATIONS DEPTHS AND AS —BUILT ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMMENTS REFLEC77NG MATERIALS FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH ACTUALLY USED DURING CONSTRUCTION CONSTRUC7ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EXISTING FIELD FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY CONDITIONS AS DETERMINED BY ME OR UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS BEARING SUBSTANTIAL REPAIR COSTS DA TE 02007 TRIAD ASSOCIATE! /Titll�lJ IOIYtl. WA.41.0A oaaszt.eue YARROVMM t V'LRIDANA 2 y i Y LL U ROY E LEI MS, All PE PROJECT MANAGER "ERT E. WALUS, hS PROJECT SURVEYOR ROY E. i wsl .. v PROJECT ENGINEER ✓EF Y L COX. ASLA PROM IANOSCAPE APCENCT FOIST SURIMAL DATE: 7128106 SCALE: 90m: 1"=40, STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03Q-094 088E 8NO ZV OP 76 M M PORTION OF W. 1/2 OF SECTION OW MNF SrA — 1+50 390 380 I SE HIGH POINT LEV - 44 27 MOH POINT iA - 12 0..97 PW STA 12+4752 PW ElEI - 449.15 20Q O' 4C ul 450- e HT=A25' ' - -_���� _I� EX. aCUL 12Ri EX CS 8252 TM l 12" IE 4 708 TOP 441,01 12" /E 43755 CMP (E) 12" IF 43753 LMP (NET NEW 12' IE (SE) 43806 s M IN _ EX. I8 TCW 44&fP 445.0 6' IE 14252- 442 0 11' lE ffi12 441. 2 (N) 12" lE 441.91 (E) 1 HI N PROi 5EO -1.00x GRADE AT W 430� 2 43AO3 72f /E 425:58 429.69 (SW) 12 /E 42964 (NW& ;�.,1-P - TOP 447.89 11' IE 441.20 (5) 2' IE # ..+2 4 9.06 'X 06 8242 TYPE 1 NSTALL NEW O LIO 12" IE 44250 PHASE 1 92'-f2' w@. B 041 oP aa1.a0 PROFILE SCALE 1-2 TYPE 2" rE 43s.o6 c P (N) HOR/ZONTA ( PLAN SHEET 16) 77 TOP 445�7s 44s.n TO LICE U0 SOLID SOLIDVD It:- 1- 4' VERTICAL SE 288T STREET FRONT.fI GE 12' IE 44k54 440.79 (E) 12" IE 440.82 (N) 8 442,,1 44216 4421] fE 4 v� 3-(NWhsJ LESS THAN 1.0' CLEARANCE TMPIPES KILL REWIRE FOAM PAD OR rE 43a21 (NE) SAND KEDGE PER CITY OF KENENT STANDARDS ALL DOWN -TURNED JW ON OUTLET PIPE WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE PHAE 1 (SEE PLAN 97EET 15116117) 395.32 393.42 F�11� --J Ills I �85 lE 42351 (NW) 12" IE 4 1 53 (NE) 15' lE 42325 (SW) ISO IE 422.93 (SE) 124 TOP 39]:B239j' 0 6° lE 393�8 (lN-W) 12' IE 3935 OUT-i Ii'-iT° O 2.00;F 1.45x PHA E 3 (SEE PLAN SHEET 18) SE 295 COUR FRORLE SCALE R40'H 4' ZONT 77CAL 00 390 R I F 430 . !II W OUN TOP E 41a- 12'/1666- 12" LIE 41560 24'lE 417.54 24" lE 4754 420 E RIM ELEVATIONS CAN BE UPDATED DUCTILE IRON PIPE SHALL BE CLASS ONCE THE FINAL ASPHALT LIFT IS 50 MINIMUM. CONSTRUCTED. CAU7701V UTILITY CROSSING ELEVATIONS ARE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMA IF ADX57ED /N AS —BUILT COND177ONS AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE ONLY IF A SIGNIFICANT ADXSTMENT CONTRACTORS RESPONSIBILITY TO FlELD VERIFY LOCA770N WAS MADE TO A UTILITY DURING CONSTRUCTION UL /F MINIMAL OF UTILITIES PRIOR 0 PROCEEDING WITH CONSTRUCTION. TION CLEARANCE RESULTED. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TN'O FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO I CERTIFY THAT THE LOCA RON$ DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCUEXIS77NG FIELD AS -CONSTRUCTED PLANS COND17 ONS ASATELYECT DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS (SEE SHEET 1 FOR STATEMENT) DATE' srSR Doe. 02007 TRIAD ASSOCIATES �T s �Aa E I .wAaoxwTn 425821.8948 development 40 1]SdRt]981 Y[ eooA89.otbatu0ee ERDANA k ROY E "A A¢, PE PROJECT MANAGER RO T E. WALLIA %S PROJECT SURVEYOR ROY E. LEW$ .., PE PROJECT ENGINEER .£ Y L COX, AS PROJECT LANDSCAPE ARCHITECT FIRST SINMTTTAL DATE: 7128106 SCALE: MOB.: 10-40' YMR.: 1'-4' /a STAMP NOT VALID UNLESS SIGNED AND DATED '°D NO. 03-094 SHEET NO. 270E 76 FI ;RW 5• 00 n€ �Zp' M} hl GRACE AT (WISH � \ (FADE AT ROAD N EXS WO 6ND AT RO PHASE 3 (SEE PLAN SHEET 17118) SE 294TH CO 1 T TOP � 39694 TOP 394:5f 39A.58 12' IE � 390.67 (OUT-E) 6' lE 39P.43 390.10 E 3 12' 0.67 (IN-S) 12' E 389. "..414 12' 1E 390.64 (IN-NII) 12' SD lE M9.49 39664 39a4o 360.]B PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. FOR STORM SLEEVE a"NG TO BE HDPE-W W PRONIBITEI e AT 410 VA Pl4 E V - 44437 '// 390 391 380 381 1 400 7 7 EXISTINO GROUND Ar ROAD \ O PRCP05E0 FlNIRM m GRADE AT ROAD Q W y O 440 } nz•—fz' o = 0 r' /E 14ae8-4.ID. 1,2 2' s 43Y.59 (N� PRC 1' IE 479.57 IEJ $50 00 $30 RIM ELEVATIONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS CONSTRUCTED. 450 ppy1 i DUCTILE IRON PIPE SHALL BE CUSS 50 y 1 MIN/MUM. o GGm ' PIPE SLEEVE DIAMETERS MAY BE ADJUSTED ONCE SIZE IS VERIFIED WITH MANUFACTURER. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REWIRE FOAM PAD OR SAND WEDGE PER CITY OF KENT STANDARDS. U77UTY CROSSING ELEVATONS ARE pM •ce 1-1) 440 ADJUSTED IN As —BUILT COND177ONS ONLY /F gE- P+RWLE. zs A SIGNIFICANT AO2)S7MENT WAS MADE TO A _ _ _ I DURING CONSTRUCTION OR IF — — — — MINIMAL CLEARANCE RESULTED. Cs 1-18 W1 24 ROUNDS UD Li MY MNG u0 WATER AND SEWER CONVEYANCE SYSTEMS f12 IE 0a ...mom 31 ARE SHOWN SHADED DN THESE PROFILES 12E 4 M (E) SEE WATER PROFILES (THIS SET) FOR . 439.96 WATER DESIGN, SEE APPROVED SEWER VW 43641 PLANS SUBMITTED TO CITY OF AUBURN 1.0' MIN. FOR SEWER DESIGN. Y BEiNEEN PIPES (SEE PLAN SHEET 123RD WA Y SE 289TH PI PROFILE SCAL 1' 40' HORIZON f'= 4' VERTICAL 430 I CERTIFY THAT THE LOCATIONS ELEVATIONS DEPTHS AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONS7RUCRON ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E /Titll�lJ oo .K NfYLL WA.414fm' A2aszt.eue 46@1.9y11. )AMOVMM ift ERIDANA ROY E LEI MS, All K PROJECT MANAGER R06ERT E. WALOS, hS PROIELT SURVEYOR ROY E. IEWS, .. PE PROJECT ENGINEER ✓EF Y L. COX. ASLA PROJECT WaSCAPE ARCHITECT FMff STEM TTAL RATE: 7128106 SCALE: HOH6.: 1'=40" V .:1'=4' STAMP NOT VALID UNLESS SIGNED AND DATED TOR NO. 03-094 sE NO. 290E 76 02007 TRIAD ASSOCIATE PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 430 :�i 410 400 42 YJ 1 DUCTILE IRON PIPE SHALL BE CLASS 50 MINIMUM. RIM ELEVATIONS 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 SEVER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWN UTILITY CROSSING ELEVATIONS ARE DESIGN' ADJUSTED IN AS —BUILT CONDITIONS ONLY IF A SIGNIFICANT ADJJSTMENT WAS MADE 70 A U71LITY DURING LESS THAN LO' CLEARANCE BETWEEN PIPES W)LL REQUIRE FOAM PAD CONSTRUCTION OR IF MINIMAL SAND KvGE PER CITY OF KENT STANDARDS CLEARANCE RESUL 7EO GAUnoN LOCATION OF EXIS77NG UTILITIES SHOWN IS APPROXIMA 7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WIN C0NS7RUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS TITAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL ROM#? COSTS I CERTIFY THAT THE LOCATIONS ELEVATIONS, DEPTHS AND AS —BUILT COMMENTS REFLEC77NG MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EXIS77MG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS /Titll�lJ NYYLLY/A.41.0A' 4sse2t. YARROVMM t VERDANA x 0 u x y 2 Y O U ROY E LEI MS, All PE PROJECT MANAGER "ERT E. WALUS, hS PROJECT SURVEYOR ROY E. i wsl ..., v PROJECT ENGINEER ✓EF Y L COX. ASLA PROJECT LANDSCAPE APCEINCT FIRST SUBMITTAL DATE: 7128106 SCALD: 90RIZ.: 1'=40' Y .:1'=4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 ST NO. 311W76 02007 TRIAD ASSOCIA rxr 421 Uri 4 4 n 12' ' 88 W PROV CLEAT PIPES DADTIA61 AC VU 1/O AC 011=P`71AL1 A TAUEIJQLIID Oi \I DA1Jf-C C C UW11A WAY SE W+ HIGH PONT ELEV - PW STA ^ ].17 = f0+50 2 XN81 PT STA - 50] 87 PW ELEY - 44203 PW STA= S+rl LOW POST iWV = 429.13 ¢ PW ELEV - 43]. TOR 00' VC 1 n LOW POST STA - 1+4J.I3 PW STA - 1+5R65 PW STA - 2+50 > PW ELEV = 42Q88 PW ELEV = N LOW PRINT E EV - 4J343 ,,, M1 p 8 3 _- N u PW 57A = 8+00 N 0/ g h in S -g Hu y PN ELEV 1 haR 100. - 4JQ03 'VC n i / ge gvei Na ha no Nei � mF + / •N .+.V �V yy{{yyuu yyyy yy55 yyaa VV{Nyy�� z EXST VOORIX/ND AT ROAD > lz S'Y YYY i'Y ^ E mmW n'j roof �/_ f/� N p�i 00 W 0p W W ini'� O �� I .1% 62'-12 04-BBb �-� I _- {�y1 y3 y+ � / 731'1r0 _- -- - PR OSED FSI5Yl ---- '- - / GRADE AT ROA /// 76112'01.78% , PRONDE I. CLEARAha Ulm 8ETIIEEN R36>< - PIPES 8 - 2' 081681E // // /� 1 f� TOP 4rF91 8 "w0awolwi 4z6.35 SY-t1. O 6z t2' ///// / /1 12' SD IE 41581 e LD1A p2=1 ' 0 a6m Q T_�/ // / // 2-104 Y iE � (� 30 PRONDE L0' MIN. B SS WN 42286 CLEARANCE BETWEEN PIPES 0 4;78%' assax - - �B 2-9H - - - - P / / / L / TOP 44B:54 44R5] I2" 50 /E .T5 ----- �L� ?� % 61_12' _ _ - -- ---12Mfir .BT TEMP C(N/C. AM 6' IFP A437.78 8 SS LRO 43528 12' IE (NE) 00A• O 3W 1.55% _- ------ - - - --Q-- 12' lE 431.71 (SQ r 1' E 4J7.03 - 457...05(S) 1 (5) IE 11521 T' SO IE 42515 BY-12^ B WA CROON 424.69 - - O;i7W' 99% -- - - - --- - CB ---- ------ ,12 P A it E43i. MWl _ -12" 9J IE - - - - 55 GROIM1 42867 iOP aiS38 1266 IT' S0 IE 9JS21 6' IE 13A5& A ..3B 24 WA G W 4J381 12" IE A3 , 43A 14 (SW) CROON 424.72 Y f. D' WS. TOP 4iRPF _ 15-- ------ - - Z- g fI S0 /E /5 11' E 4JA16 ff 6 - ( ) ANCE BENEEN --- 5B'-15" _ - - - ----' - 6'E 12- IE -PLAN SHEET i - W iNRU LURE INLET TOP {3Sd9 4JQRT 8 55 CROON 43L05 TOP 438.4i` IJQJB 25'-12" _ _ _ -- 1 / _ 121ST WAY TOPS 43QJ3 TOP O3 W 4362E E T2'IE OP.ff 4JI.JO(SE)12"IE 13P-F5 Di.. 4J221(NWj 12" IE -F3£93 4.2 (z I2'E 0.3267 M) ..� - it E4Wf7 _ 12' E 4E1.34 MWi 12' E 4J222 (NM 2. 50 /E 43217 12 O W 4 " 12' IE .exiP 43417(S) CBSO�_ - CB 2-89 TOP 11' E 427.24 (2 PR17F1LE $GALE 1Y E u2IJ ( 24 23' 12' O.l. WA CROWN 431. B WA CROON . 1r E 4JQ28 M) 24 W CROWN IJ8.42 6' IE i4499 4J9684 4336v 4.TA00 43424 O 6:BBAL A 1 TOP MP94P 42R44 V TXRU CURB INLET - 4 Y 12 IE .1 15' E ♦P7:P9 1 .19 f1' tif&3i 42A4B E 4A9.Si 42038 ( 1 � 4 HORIZONTAL /2' S0 IE 4w P ARA L0' CLEARANCE 6N. AEEN 25'-12" 12-IE 1" I,T4m. 13 1EIzM1i.44 42QJ/ 25'-12" - P 4ERkBP 11' IE 42Q39 -12' Tr 42683 MW) CB 2-96 1�= 4' VERRCAL - 8 'IU CROON 431.16 P/PE5 O 0.60E AB fY SD SO 439.48 425. 4°" 1E+25:Pr 4256g O 8.6BW R681- 5' IE 1.'+6-06 425.65 (NW/ 8 CR010! 421.88 0+9.5 I.ISX TOP 435.Yh ,% PRO iHRU CURB INLET CLE E 1.0' MIN. ANCE BETWEEN ICB 2-iO3 B WA OON t3Qt8 CS -93 3' E 42858 (SE) /E O I.W C CRCl/ND PROPOSED FINISH GRADE T 4M.6 P TOF TOP 0e IJQJ3 PROHDE 1.0' MN. l IE 135+'a W THRU CURB INLET TOp yp+g 4J2 12 Of. 12' IE ydh+i .J8 LL. EL T T1P 60 1 IW 4 EL AT IT 6' lE 1BPBi 4J2B7 6' . 4i588 CLEARA BEIIIEEN TOP 4YB.8i 42Q67 12" E ,� D.l. 4323E 12' IE 4d'6.93 uQM 60 IE 416.00 11 E h'19: ]B 4Z 57 12. IE ♦PSBJ 42QB5 -1$ rv� ary rv'„• nm N.*, rv� n' o� m${ o�;I o� eN ne y7q mh a a'"yi 0 w xQ $ g $ 'x L h W 7 q POOMN RADEAT O 00% 61'-12' 1.39XAB tl II / 4' ]O 2B126'_{tI22 28 P 4171Y / 1 Il'-12' O 200%AB irPVII E Wpm E , of (H 481 78 , LA. CROAD 7 PHA SE 3 (SEE PLAN SHEET 19) 123RD PLACE SE (TURNAROUND) PROFILE SCALE 1-= 40 HORIZONTAL 1'= 4' VERTICAL w N PRaPosED sN A E . T EL AT Iti e� 1+00 U0 I OUT S 1A q J+IX) 4+UU D+IX) 6+IX) /+uu K 2016 olooffaloloj PW 5TA $ 12+51.20 PW A - 444.04 1 440 SE 289TH �e a PLACE„q 0p �� OpyyN 450 EXISMO GROUND N \\ o+ry AT ROAD a N - I OPROPOSED FINISH GRADE AT j ROA 430 m W y O 440 f W, 0121-u ---- - - - ---------- WO IN UT PHA E 2 (SEE PLA SHEET 16) 410 121ST AY SE/ E 289T PLACE 7 7+IN) 450 rr f L i 430 RIM ELEVARONS CAN BE UPDATED ONCE THE FINAL ASPHALT LIFT IS LYANS7RUCTEO. SIMON 450 DUCTILE IRON PIPE SNALL BE CLASS 50 MINIMUM. PIPE SLEEVE DIAMETERS MAYBE ADJJSiED ONCE SIZE IS IERIRED N17H MANUFACTURER. LESS THAN 1.0' CLEARANCE BETWEEN PPES WILL REQUIRE FOAM PAD OR SAND HEDGE PER CITY OF KENT STANDARDS. UTILITY CROSSING ELEVA7701VS ARE 440 ADIAISTED IN AS -BUILT CON01770NS ONLY IF A SIGNIFl DURING A ONS7MENT WAS MADE TO A UTILITY DURING NCE RESU TED OR IF MINIMAL CLEARANCE RESULTED. WATER AND SEVER CONVEYANCE SYSTEMS ARE SHOW SHADED ON THESE PROFILES SEE WATER PROFILES (THIS SET) FOR WA7ER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED 70 CITY OF AUBURN FOR SEWER DESIGN. 430 LOCA770M OF EX7S7IOG U77LI77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE I CERTIFY THAT THE LOCATIONS, ELEVATIONS DEPTHS AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E 02007 TRIAD ASSOCIATES IMAD _19 soc lnTcs Af 425A21.BN0 Aaaaawr eo0.YlMrouti � j� W WWAIW�w�m it MOVMM ift ERIDANA � Q � � x � Q WW O yU PtCAli y U Q 1, W � 14) ti 4 J 'I o 4 N p � O O Q• \ NCI �T 6 � /•• W 2 11'Qc Wy 0 4 v, Y OLli y ^ V 2 O Y O LL Q O c > � � U ROY E LEIQS, All PE PROJECT MANAGER "o T E WALOS aS PROIWT SURVEYOR ROY E. IEWS..Le.. P£ PROJECT ENGINEER .IEF Y L COX. ASLA PROJECT LANDSCAPE ARCHITECT FMff 01IMITAL DATE: 7128106 SCALE: 9068.:1'=40' WRT.:1'=4' STAMP NOT VALID UN1855 SIGNED AND DATED IDR NO 03-094 SHORT NO. 33oP76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 120PI 120PI ®2007 TRIAD ASSOCIA /Titll�lJ oo .K IOIYtl. WA.41.0A ozsezt.eue YARROVMM t VERDANA x 0 u x y 2 Y LL U � ggpp ROY E LEI MS, All RE PROJECT MANAGER "ERT E. WALUS, hS PROJECT SURVEYOR ROY E. i wsl ..., v PROJECT ENGINEER ✓EF Y L COX. ASLA PROJECT LANDSCAPE ARCHITECT PIDST SUBMITTAL DATE: 7128106 SCALD: 90RIZ.: 1'=40' V .:I'-4' STAMP NOT VALID UNIM SIGNED AND DATED JOB NO. 03-094 ST NO. 36oP76 421 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. PROf1LE SCALE 1 •>- 40' HORIZONT 1•- a' RncAL N 0 410 0 N SCALE 1 — 1 •= 4' ZGNTA 7 CAL DUCTILE IRON PIPE SHALL BE CLASS 50 MIN/MUM. ELEVATIONS CAN UPDATED ONCE THE FINAL ASPHALT T LIFT IS WATER AND SEWER CONVEYANCE SYSTEMS ARE SHOWN SHADED ON THESE CONSTRUCTED. PROFILES SEE WATER PROFILES (THIS SET) FOR WATER DESIGN, SEE APPROVED SEVER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWN U77LITY CROSSING ELEVATONS ARE DESIGN' ADJUSTED /N AS —BUILT CONDITIONS ONLY IF A SIGNIFICANT ADJJSTMENT WAS MADE TO A U7ILITY DURING LESS THAN LO' CLEARANCE BETV£EN PIPES W)LL REQUIRE FOAM PAD CONSTRUCTION OR IF MINIMAL SAND HEDGE PER CITY OF KENT STANDARDS CLEARANCE RESUL 7M GAUnoN LOCATION OF EXISTING U77Ll77ES SHOWN IS APPROX/MA 7E AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WIN CONSTRUCnON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILInES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL ROM#? COSTS I CERTIFY THAT THE LOCATIONS ELEVATIONS, DEPTHS AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS /Titll�lJ IOIYtl. WA.41.0A 42bA21 YARROVMM t VERDANA x 0 u x y 2 Y LL U ROY E L All PE PROJECT MANAGER "ERE E WALUS aS PROJECT SURVEYOR u y E. U wsl ..., v PROJECT ENGINEER ✓EF Y L COX. ASLA PROJECT LANDSCAPE APCEINCT FIRST SUBMITTAL DATE: 7128106 SCALD: 90RIZ.: 1'=40' V .:1'=4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 ST NO. 37DP 76 02007 TRIAD ASSOCIA 430 420 41O 400 i I I �/i b PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 7+uu 19f2iiij 4+00 5+00 llyfffitj 7+00 f;ffffflfj YOJ 21 Z/] 0 DUCTILE IRON PIPE SHALL BE CLASS 50 M7MMUM. RIM ELEVATIONS 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 SE7) FOR WATER DESIGN, SEE APPROVED SEWER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER UTILITY CROSSING ELEVA7701VS ARE DESIGN. ADJUSTED IN AS —BUILT CONDITIONS ONLY IF A SIGNIFICANT ADS US7MENT WAS MADE 70 A UTILITY DURING LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REQUIRE FOAM PAD OR CONSTRUCTION OR IF MINIMAL SAND WEDGE PER CITY OF KENT STANDARDS. CLEARANCE RESULTED. CAU7701V I CERTIFY THAT THE LOCATIONS LOCATION OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT HE ELEVATIONS, DEPTHS AND AS —BUILT ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMMENTS REFLECTING MATERIALS FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING W7774 ACTUALLY USED DURING CONSTRUCTION CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO ACCURATELY REFLECT EXISTING FIELD FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY CONDITIONS AS DETERMINED BY ME OR UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN UNDER MY DIRECT SUPERVISION ON THIS BEARING SUBSTANTIAL REPAIR COSTS DA TE. 02007 TRIAD ASSOCIAM /TRIAD Asso<inres �MSNE NNYtl mV 425821.BHR 4a mlwtr lM4tl.W1•tlGef ..vnmrwuwn YAPaOWBAY 40 VERDANA 2U ZZ OQ 4Lu UW 20 O m O OO cn 2 Q 2U OLli rQ i Y e ¢g Y IRj � m yRy P+�mCB C ROY E f Wa R.., PE PROJECT MANAGER "ERT E. WALUS aS PROJECT SURVEYOR R0Y E. U wsl .. RE PROJECT ENGINEER ✓EF Y L COX. AS PROM IANDSCAPE ARCHITECT FWT S)RMTITAL DATE: 7128106 SCALE: ROM.:1'=40' M.'1'=4 STAMP NOT VALID UNM SIGN® AND RATED JOE NO. 03-094 sT NO. 39DE76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. IX MAX mcwnn _.. _._ --._ IX MA 1E 2X SURFACING TOP COURSE oERRCAL CURB AND \ ROAD A CUTLER J' MIN PACTED DEPTH PAVEMENT ALTERNATIVES G-AuASPHALTCOVCRETE PUBLIC ROADWAY SECTION PUBLIC ROADS PRIVATE ROADS CRUSHECPR ACING STOPTN COURSE WITH LANDSCAPED MEDIAN 3- GLASS B 2' CLASS B 4.50 ATB 3.50 ATB 6' MIN COMPACTED OEPW (RESIDENTIAL COLLECTOR) CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95X NOT TO SCALE STREET NAMES ¢STATKW ROAD A. - SE 293RD WAY I+00 - 11+5604 1215T STREET SE If+m.04 - 20+6229 SE 296N PUCE 20+6229 - 29+90. ROAD B 122ND STREET SE 1+00 - 5+06 122ND WAY SE 5+GIB - 14+1&29 TRACT W. SE 292ND WAY 1+00 - 3+16 123R0 WAY SE 3+16 - 11+00 SE 289M PUCE 11+00 - 13+14.77 TRACT A 120TH SIREET SE 1+00 - I0+97J2 SE 292N0 WAY 10+97.32 - 18+39.74 /FACT IRON WAY SE i+W - 10+95.01 /FACT C W SE - iI+ SE 289 PUCE SE 2 ll+ O 11+22 - ALLEY A - 1+00 - 5+OZ790 ALLEY i+W - B+ZB.W 6+2BW9 7ffior3 122N0 PLACE SE 1+00 - 6+47.86 TRACT SE 293RD STREE 1+00 - 4+,CS18 TRACT C 12MD PUCE 5E 1+00 - 1J+J8.87 SE 296M SIRES IJ+J&87 - 14+4270 TRACT 123RD P GE SE 1+00 - 5+41.W TRACT A SE ON COURT 1+00 - J+J7.5I TRACT K* SE 295M COURT 1+00 - 2+8050 121ST PUCE SE 1+00 - 9+"m SE 297/W ]FEE I+W - 6+4&JT Tmurza 12ON COURT SE 1+00 - 2+40 TRACT A 118N RA SE I+00 - 9+97 TRACT SE 299N AY 1+00 - I0+OJ80 ALLEYS A. C AND FIRE ACCESS PRIVATE ALLEY EASEMENT NORTH NOT TO SCALE HORN R-O-W 26' R/ON-OP-WAY DEDICATION ¢ 0.5' IS' 6' S' 14, I 2' DRY UTILITY SIDEWALK CORK/DOE SURFACE F1NlW PER KC SIG, DWS J-001 J-W2) (URBAN NEIGHBORHOOD COLLECTOR) SE 288THCASTREET BE APPLIED TA TRACTS GG, L, S-(Dl, S-(El, V-(A), V-(BI, W-(A1, W-18), AA-(C) AND AA-(D! PRIVATE TRACT SECTION NOT TO SCALE 44 SEE PLAN FOR SIDEWALK LOCATIONS PER KCRS SECTION AOIF, A 1 INCH FULL WOM OVERLAY WALL BE REWIRED. ME OVERLAY MAY BE WAIWD ONLY AFTER AN EVALVARW OF PAVEMENT CWOTIWS OR CHANNEUZA RW REQIIREMENTS HAS BEEN COAIMETED AND APPROWD BY WE COUNTY ROAD ENGNEER OR DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO ME EXISTOM SLUMADE BASE MATERIAL AND SURFAONO SHALL BE MADE PRIOR TO PLACING THE OVERLAY. OF KENT AND 2 PRIOR TO ANY CONSTRUCTION ACRWN,, WE CONTRACTOR SHALL ATTEND A PRE-CWSIRUCTIW CONFERENCE WN ON OF KENT CONSTRUCTION AND INSPECTION PERSONNEL WE CONTRACTOR SHALL SCHEDULE ME PRE-CONSTRUC770N CONFERENCE AT 25J-856-55W. PRIOR TO SCHEDULING, WE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR TRAFFIC CONTROL PLANS (RCP), TEMPORARY ERDSTON/SEDIMENTA ROW CONTROL PLANS (IESCP), CONSTRUCBON AND PERFORMANCE BOND$ AND PROOF OF INSURANCE COVERAGE. •:>.ts�:r.Ica»cr.Aimci�a�l:r�r>F�L�at^DY,�I�sY:rr.^Fi/:mrlr.;nfir,��rrra✓acz� 4. ALL SIZE WORK IMPROVEMENTS SHALL BE CONISMUCED IN ACCORDANCE MIN APPROVED PUNS ANY "ATOM FROM APPROWD PLANS WILL REQUIRE PRIOR APPROVAL FROM NE OWNER, NE ON ENGINEER, AND OIH£R APPROPRIATE PUBLIC AGENCIES. 5 /T SHALL W NE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE PERMIIS AND ANY OTHER R&AMO PERMIIS PRIOR TO ANY CDNSIRUCBON ACTIVITY. 6. IT 1S NE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY WRIFY ALL KNOW UDUN LOCATION; AND TO DISCOWR AND AMD ANY PREVIOUSLY UNKNOWN UTIUDES THAT MAY BE AFFECTED. TIRE CONTRACTOR SHALL CONTACT THE UNDERGROUND UPLIDES LOCATION SERVILE (I-B00-424-555) AT LEAST 48 HOURS PRIOR TO COVMSMUCRW. THE OWNER, OR HMS REPRESENTATIVE AND ME CITY ENGINEER SHALL BE CONTACTED IMMEDIATELY WEN CONFLICTS ARE FOUND TO EXIST. 7 WE CONTRACTOR SHALL KEEP W-SITE AND OFF -SITE STREETS OFAN AT ALL RUES BY OEANING WIN COMBINATION SWEEPING AND VACUUM )RUCK WASHING OF STREETS WILL NOT BE ALLOWED WMWT PRIOR ON OF KENT APPROVAL GENERAL NOMS FOR STORM DRAINAGE �C I. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WTH THESE APPROWD PLANS ANY DEVIATION FROM THESE PLANS RILL REWIRE PRIOR APPROVAL FROM NE OWNER, RE ON ENGNEER, AND OWER APPROPRIATE PUBLIC AGENCIES 2. IT IS THE SOLE RESPON&B1UTY OF WE CONTRACTOR TO RHOB MNTLY WR/FY MOM UDUTY LOCATION; AND DISCOVER AND AMD ANY PREVIOUSLY UNKNOW UTUTES NAT MAY BE AFFECTED. THE CONTRACTOR SMALL CONTACT WE UNDERGROUND UTUTES LOCATW SERVICE (1-600-424-555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION THE OWNER, OR HIS REPRESENTATIVE AND THE ON ENGNEER SHALL BE CONTACRD IMMEDIATELY WHEN A CONFLICTS IS FOUND TO EMST. J ALL STORM DRAINAGE STRUCTURES AS DE9OMAMO IN THE PUNS SHALL BE ONE OF WE FOLLOWNG A. YARD DRAIN - ASSOCIATED SAND AND GRAVEL C8-10, OR EQUAL B. INLET - W5WT STANDARD PLAN B-4: ASSOCIATED SAND C GRAWL CB-17. OR EQUAL. C TYPE I-C CATCH BASIN - ON OF KENT STANDARD DETAIL 5-7.' ASSOCIATED SAND AND GRAEL CB-15 OR EQUAL. D. TYPE l-D CATCH BASIN - ASSOCIATED SAND AND GRA WL C6-6, OR EQUAL E. TYPE 11, 48 INCH DIAMETER CATCH BASIN - ON OF KENT STANDARD DETAIL 5-8(A) (WIN MINIMUM 24 INCHES DEEP SUMP BELOW INWRT): ASSOW LED SAND AND GRAVEL W-19, OR EQUAL. F. TYPE 11, 54 INCH DIAMETER CATCH BASIN -CITY OF KENT STANDARD DETAIL 5-8(A) (WIH MINIMUM 24 INCHES DEEP SUMP BELOW INWRT): ASSOCIA MD SAND AND DRAWL 54 INCHES PRE -CAST CATCH BASIN, OR EQUAL G TYPE 11, 72 INCH DIAMETER CATCH BASIN - ON GE KENT STANDARD DETAIL 5-8(9) (WT4 MINIMUM 24 INCHES DEEP SUMP BELOW /NWRT): ASSOOA RD SAND AND GRAVEL 72 INCHES PRE -CAST CATCH BASIN, OR EWAL C.�:9YaI�N_TLS:CI_FJPFYS:✓/•/JVZ3t>FYI:iRNt9:4b�F5L/1�:1�•J9LV4.1L'IC/F �ICF� NOTE: ALL UNIT WWRS SHALL SE PER CITY GE KENT CONSTRUCRON STANDARDS AND ALL STRUCTURES DEEPER MAN RW FEET (RIM INVERT) SHALL BE TYPE 11 AND EQUIPPED WW MINCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER, PER CITY OF KENT CONSTRUCTION STANDARDS 4. ALL STORM SEWER MANHOLES AND TYPE H CAMN BASINS SHALL SE PER CITY OF KENT STANDARD DETAIL 5-6(A) AND/OR 5-SM) OF NE KENT CONSTRUCTION STANDARDS WIN ECCENTRIC COVES AND M INCH DIAMETER SAFETY STEPS OR LADDER. ALL STORM SEWER MANHOLE COWRS SHALL MEET NE REOUIREMENTS OF STANDARD DETAIL 4-5 OF NE ON OF KENT CONSTRUCTION STANDARDS AND SNAIL READ STORM' ALL MANHOLES OUTSIDE OF NE PUBLIC R10HT-OF-WAY AND NOT LOCATED IN PAWO AREAS SHALL HAW SOLID, LOCKING COWRS MEETING ME REQUIREMENTS GE STANDARD DETAILS 4-6(A) & 4-6(B) OF NE CITY OF KENT CONSTRUCTION STANDARDS ALL STORM SEWER MANHOLES SHALL HAW A MINIMUM 0.10 FOOT TO A MAXIMUM 1.0 FOOT DROP BETWEEN INWRIS INTO AND INWRIS OUT OF NE MANHOLE. ALL MANHOLE COWRS SHALL BE AOA/SM? TO FINISH GRADE AFTER FINAL PAVING AND LANDSCAPING 5 ALL FRAMES GRATES AND/OR SOLID WWRS SHALL BE CAST IRON OR DUCTLE IRON AND SHALL MEET ON OF KENT CONSTRUCTON STANDARDS A. STANDARD FRAME AND GRATE - ON OF KENT STANDARD DETAIL 5-1(A) AND 5-1(6}' OLWRC FOUNDRY CO. N0. SMW D/T OR EQUAL- B. SELF-LOOONG VANED CRAM - ON OF KENT STANDARD DETAIL 5-1(D).' OLYMRC FWNORY W. NO. SM50-SL OR EQUAL. C SOLID, LOCKING, RECTANGULAR COVER -CITY OF KENT STANDARD 5-i(C). % MPIC FOUNDRY W. NO.. SM605 D/T OR EQUAL. D. SOLID, LOCKING, ROUND COVER - ON GE KENT STANDARD DETAILS 4-4 4-6(A) A 4-6(B): OLWRC FOUNDRY W. NO.. MHJO DA OR MHJ6 WA RESPECTIVELY, OR EQUAL. NOTES (1) ALL GRAZES WALL BE MARKED 'OUIFALL M STREAM - DUMP NO POLLUTANTS' (2) ALL SOLID COWRS WALL BE MARKED 'DRAIN- (3) ALL CRATES WALL SE DEPRESSED ON FEET FROM SURROUNDING CURB OR PAWWENT M INSURE ADEQUATE DRAINAGE. (4) NE PAWMENT ADJACENT TO ALL GRATES AND COWRS WILL SE PAINTED USING ME STANDARD PO UTIOV PREWNBW STENCIL: DUMP NO WASTE (FTW SYMBOL) DRAINS TO STREAM SiENOLS ARE AVAILABLE AT NE CITY GE KENT ENONEERING OFFICE, LON MO AT 400 WEST GORE, KENT, WAWINGM. NOTES 1. OLYMPIC FOUNDRY SELF -LOCK VANED GRAM SM5O55L 15 AN ACCEPTABLE ALMRNAVW SUBJECT T7 APPROVAL BY NE ON ENGINEER. IL USE WN Tt0 LOCKING BOLTS 5/8 INCH DIAMETER It UNC-2A STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2 INCHES LONG. AS SPECIFIED. Ill. MATERIAL IS DUCTILE IROV ASM A536 GRADE SO 55-06. IV. 'WTFALL TO STREAM - DUMP NO POLLUTANTS' MAY SE LOCH ISO W BORDER AREA 4. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF NE FOLLOWNG MATERIALS UNLESS ONERWSE SPECIFIED IN NE PLANS ALL PIPE J01NTS MUST HAW GASKETS AND SHALL SE WATERTIGHT,. ALL COUPLING BANDS SHALL BE MADE OF WE SAME MATERIAL AS ME PIPE ALL PIPES WALL HAW NE MINIMUM COVER SPECIFIED BELOW AND SHALL BE ADEQUATELY PROTECTED WRING CWSTRVCTILN. (REFER TO WE MANUFACTURERS RECOMMENDATIONS FOP MIN/MUM COVER FOR HEAVY EQUIPMENT LOADINGS) A. WCIILE IRON - 4 INCH NRWOI 14 /NOI DIAMETER PIPE WALL BE CLASS 50, AND 16 INCH NROUOI 24 INOI DIAMETER PIPE WALL BE CLASS 52 ALL IN ACCORDANCE WN USA STANDARD A-21.1 (AMA C-51). ALL PIPE ,KNNM WALL BE PUSH -OM, MEO/ANICA4 OR FLANGED. MINIMUM WWR IS 6 INCHES B. CONCRETE - 4 INCH NROUGH 12 INOI DIAMETER PIPE MAY SE NON -REINFORCED BELL AND SPIGOT RIM RUBBER GASKET JVINM CONFORMING TO ASIM C-4 (LASS 1I). ALL CONCRETE PIPES 18 INCH WROUGH 36 INCH DIAMETER WALL BE LASS 1V REINFORCED, BELL AND SPIGOT WN RUBBER GASKET JONIS CONFORMING TO ASCU C-M, MINIMUM COVER IS 2 FEET ROAD SECTIONS ARE SUBZCT TO CITY APPROVAL. THE DEVELOPER MAY PROCEED FOR CONSTRUCTION AT THEIR OWN RISK. - SOR 21. 4 D. HELICAL CORRUGATED ALUMINUM PIPE (HCAP) - 6 INCH NROUCH 18 /NCH DIAMETER PIPE SHALL SE 16 GAUGE MIN/MUM WN 2-2/3 INCH X 1/2 /NCH CORRUCAPONS REID? TO DETAILS IN THESE PUNS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. MINIMUM COVER 15 20 FEET. £. HELICAL CORRUGATED STEEL PIPE (HCSP) - 6 INCH MROUG4 W INCH PIPES SHALL BE AT LEAST 16 GAUGE WN 2-2/3 INCH X 1/2 INCH CORRUGATIONS ALL STEEL PIPES SHALL BE GALVANIZED AND PROTECTED BY ASPHALT TREATMENT 1. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES URGER THAN 36 INCHES IN DIAMETER, MINIMUM COVER IS 2 FEET. 7. ALL PIPE BEDDING WALL CONFORM M CLASS F DESIGN FOR FLEXIBLE PIPE (I.E. PVC; HC .. HCSP, OR ADS). ALL RIGID PIPE (I.E. DUCTILE IRON OR CONCRETE) BEDDING SHALL CONFORM TO CLASS B FOR PIPE COVER GREATER THAN 36 INCHES OR APWA TYPE B' FOR PIPE COVER LESS THAN 35 INCHES. BEDDING MATERIAL SHALL BE 5/8 INCHES MINUS CRUSHED ROCK FOR ALL PIPE EXCEPT FOR DUCTILE IRON. BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET ME REQUIREMENTS OF NE ON GE KENT SPECIAL PROVISIONS & ALL TRENCH BAOUILL IN AREAS OF FUTURE PAWMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT GE THE MAXIMUM DRY DENSITY PER ASN D-1557 (MODIFIED PROCTOR). ALL OTHER AREAS SHALL BE COAPACMD TO AT LEAST 90 PERCENT GE MAXIMUM DRY DENSITY. 9. CWSMVCTW GE DEWATERING (GROUNDWATER INTERCEPTION) SYSTEMS SHALL BE /N ACCORDANCE WM APPROVED PUNS 11. ALL REIENTIW/DEIENTIW FACIUMS WU BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCITON WN, ALL CONSTRUCTION ACTIVITY UNLESS NAT ACTIVITY EXCEEDS WE CAPACITY AND INTENT OF NE EROSW/SEOIMENTATON CONTROL FACILITY OR UNLESS O/NERWSE APPROWD BY ME ON 12. WREN ALUMINUM PIPE IS USED WHERE IT WLL W IN CONTACT WIN CONCREI[ ALL ALUMINUM SURFACES IN CONTACT WIN ME CONCRETE SHALL W PAINTED WIN TWU COATS OF BNC CHROMATE PAINT IN ACCORDANCE WN SECTION 7-023(1) B.2 OF THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROADS BRIDGE; AND MUNICIPAL CONSTRUCDON. 13. &O-FILTRATION SWAGES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, BEDDED OR SEEDED AND IN OPERATION PRIOR TO OR SODDED IN COVAWCRW WIN, ASPHALT PAVING THE WGETATIW /N ME &O-SWALE MUST BE WELL ESTABUSIED BEFORE PAVING BEGINS SILT FENCE INSTALLATION NOTES 1. THE FILTER FABRIC STALL BE MIRAFl TOOK OR APPROVED EQUAL, AND WALL BE PUROIASED IN A COMIINUWS ROLL CUT TO THE LENGTH OF THE BARRIER TO AMD USE OF MALTS. WEN JONTS ARE NECESSARY, FILTER FABRIC SHALL BE SPLICED TOGETHER OMLY AT A SUPPORT POST WIN A MINIMUM 6-INCH OWRLAF AND BOTH ENDS GE THE SAUCE WALL BE SECURELY FASTENED TO NE POST. 2. THE SILT FENCE WALL BE INSTALLED TO FOLLOW THE CONTWRS WHERE FEASIBLE. FENCE POSTS STALL W SPACED BETWEEN FOUR AND SIX FEET APART AND PLACED SECURELY INTO ME GROUND TO A MINIMUM DEPTH OF 16 INCHES J A WALLOW SWALE WALL BE EXCAVATED ROUGHLY SIX INCHES WDE AND SIX INCHES DEEP, UPSOPE AND ADJACENT TO WE WOOD POSTS TO ALLOW ME LOWER EDGE OF FILTER FABRIC TO BE SECURED WTI DRAWL S THE MIRAFl 700X FLIER FABRIC STALL BE STAPLED OR WRED TO THE FENCE, AND AT LEAST 20 INCHES OF ME FABRIC SHALL BE LAID INTO ME SHALLOW SWALE. NE FILTER FABRIC WALL NOT EXIEND MORE MAN W INCHES ABOW THE ORIGINAL GROUND SURFACE AND STALL NOT W STAPLED TO TREES 6. ME SHALLOW SWALE AND BOTH &DES OF NE SILT FENCE STALL SE BACKFlLLED WN 1 HNOI JO 1-I/2 INCH DIAMETER WASHED GRAWL AFTER THE SILT FENCE IS INSTALLED. 7 SILT FENCES SHALL BE REMOWD WEN THEY HAW SERWO THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSOPE AREA HAS BEEN PERMANENTLY STA&UZED. WE NEWY NSILRIND AREAS RESULTING FROM SILT FENCE REMOVAL SHALL SE IMMEDIATELY SEEDED AND MULCHED OR ONERWSE PERMANENTLY STABLIZED TO NE SATSFACT/OU OF ME OTY. & SILT FENCES WALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAINFALL. ANY REWIRED REPAIRS STALL BE MADE IMMEDIATELY. I. APPROVAL OF NE TEMPORARY ERO&ON/SEDIMENTA)IW CONTROL PUN (TESCP) DOES NOT CWSRIUW AN APPROVAL OF PERMANENT ROAD OP DRAINAGE DESIGN (E.G SIZE AND LOCATION OF ROADS PIPES RESTRICWSR CHANNELS RETENTION FACTURES UTLIIMS. ERG) 2 THE IMPLEMENTATION OF ME TE5CP AND ME CONSMUCRW, MAINTENANCE REPLACEMENT, AND UPGRADING OF TESCP FACTURES IS ME RESPONSIBILITY OF WE CONTRACTOR UNRL ALL CONSTRUCRW IS COURERD AND APPROWO BY ME CITY. J WE BOUNDARIES OF ME CLEARING LIMITS SHOWN W WE PLAN SHALL BE CLEARLY FLAGGED OR FENCED IN ME FIELD PRIOR TO CONSTRUCRW. WRING ME CWSIRUCI]W PERIOD NO DISTURBANCE BEYOND ME FAGGED OR FENCED CLEAR/NC UMTTS SIALL BE PERMITTED. ME FLAGGING AND/OR FENDING SHALL BE MAINTAINED BY ME CONTRACTOR FOR ME DURATION OF WE CONSTRUCTON PROXCT. 4. ME MSCP FACILITIES SHOWN ON NHS PLAN MUST BE CONSTRUCTED PRIOR TO ALL OVER CLEARING AND (WADING ACTIWTES, AND IN SUCH A MANNER AS TO ENSURE NAT SEDIMENT -LADEN WATER DOES NOT ENTER ME DRAINAGE SYSTEM, LEAW ME SIT[ OR VIOLA M APPLICABLE WATER DUALITY STANDARDS S ME MSCP FAOUDES SHOW ON MIS PLAN ARE ME MINIMUM REQUIREMENTS FOP ANTICIPAMO SAE COMOTONS WRING WE CONSTRUCTOM PERIOD, MESE ]ESOP FACIUTES SHALL BE UPGRADED AND ADDED TO (E.G. ADDITIONAL SUMPS, RIEOCATIW OF NTCl/ES AND SILT FENCES, ETC) AS NEEDED FOR UNEXPECTED STORM EWNTS AND ro REFLECT CHANGED CONOTONS AS ME ON REQUIRES 6. ME MSCP FACIUMS SHALL BE INSPECTED DAILY BY ME CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE MDR CONTINUED RM170MING AND OPERATION. 7. ANY AREA STRIPPED GE WG£TATM.. INCLUDING ROADWAY EMBANKMENTS WHERE NO FURMER WORK IS ANTICIPATED FOR A MIX OF TWO DAYS WRING NE WET SEASON, WALL BE IMMEDIATELY STANUZED WIN APPROWD MSCP M£MODS SUOI AS SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC. CRASS SEEDING ALONE WLL BE ACCEPTABLE ONLY BETWEEN APRIL 1 AND OCTOBER 31. & ANY AREA NEEDING MSCP MEASURES, BUT NOT REQUIRING IMMEOAM ATIINTON WRING ME A- SEASON WALL BE ADDRESSED WMIN /5 DAYS 9. ME MSCP FACIUMS ON INACTIW SIMS WALL BE INSPECTED AND MAINTAINED AT LEAST ONCE A MOVM OR WMIN 48 HOURS FOLLOWNG A STORM EVENT, AND AS ME ON DEEMS NECESSARY. 10. AT NO TIME WALL MORE MAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WMIN A CATCH BASIN OR PRE-TREATMENT/SLT POND OR WILT TRAP. ALL CATCH BASINS AND CONWYANCE LINES WALL BE CLEANED PRIOR M PAVING THE CLEANING OPERATON WALL NOT FLUSH SEDIMENT -LADEN WATER INTO WE DOWSTREAM SMIEM, 11. STABILIZED CONSTRUCTION ENTRANCES AND WAVE PADS WALL SE INSTALLED PER ON STANDARDS AT ME BEGINNING GE CONSTRUCTION AND MAINTAINED FOR ME DURATION OF WE PROffCT. ADDITIONAL MEASURES MAY BE REWIRED BY WE ON TO INSURE MAT ALL PAVED AREAS ARE KEPT CLEAN FOR ME DURATION OF WE PROXCT 12. BETWEEN NOWMBER / AND MARCH JI, DISTURBED AREAS WA ARE M BE LEFT UNWORKEO FOR MORE MAN TWO DAYS WALL BE WWRED BY MULCH, SW OR PASVC COMBING 13.. ANY PERMANENT REIENTIW/DEIENTIW FACILITY USED AS A TEMPORARY SETTLING BASIN WALL BE MODIFIED WM THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY AND WALL BE CLEANED WT ENTRELY WN PROPER DISCHARGE GE WASMWA MR (I.E. SANITARY DISCHARGE). IF NE PERMANENT FACILITY IS M RAICTION ULTIMATELY AS AN INFILTRATION SYSTEM, NE FACILITY WALL NOT BY USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATNG GRASSES WALL BE APPLIED AT AN APPROPRIATE RAZE (E.G, ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMAIMY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REWIRED, IT WALL BE APPLIED AT A MINIMUM MIOMESS OF J INCHES; OR 3,000 POUNDS PER ACRE CAUTION LOCATION OF EXISTING UTILITIES SHORN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTUTES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWAT FULL BUSINESS DAYS BEFORE BEGINNING EXCA VATON WHERE ANY UNDERGROUND UTLITES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS AT sRIAD ow �lmw.. 16tlsW WA8BOW8)d' 426.621.6448 4E%Lt] lft �aeemmu`.. .oleYeewcwn YARROWBAY 40 VERDANA �1 Ml IF g8 A g o 0 0 PRY E NA PROJECT YANAGBR ROGERT E MLLFS PLS PROJECT SURVEYOR I40YE LEM% R FE PROJECT ENGINEER ZFFERY L COK AS.A PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7MI06 SCALE: HOM: N/A VEIT-N/A STAMP NOT VAM UNLESS SIGNED AND DATED ,oE NO. 03-094 SBBBf NO. 410F 76 02007 TRIAD NOTES' 1. CONCRETE BASE DIMENSIONS ARE MIN/MUM. 1. CONCRETE BASE NEED NOT BE FORMED. * GTY 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 IXEAN OUT WYE FROM PIPE TRENCH IF NECESSARY b�. e 4' O4 6' PEW. PIPE nI I be e A INCOMING 6' ADS PIPE( MAX. DESIGN ❑ - Fl.OW'w0.5 OYS PER TRENGI) TYPE l CB I le I=- (LOdONG) I c FLOW Cl CLEAN OUT WYF FROM PIPE SEER E YINC -GRADE BOARD PLAN NOiFS I. THIS TRENCH SHALL BE CONSTRUCTED so As TO PREVENT POINT DISCHARGE AND/OR EROSION 2. ]BENCHES MAY BE PLACED NO IXOSER MAN 10 FEET TO ONE ANOTHER a JRENG( AND GRADE BOARD MUST LEVEL. ALJON TO FOLLOW CONWRS OF SITE 4. GRADE BOARD SUPPORT POST SPAONG AS REWIRED BY SOUL COND117ONS. 5. REV. OF TRENCH TO BE X MIN. BELOW FlNISIN FLOOR REV. IX HOUSE. & DISPERSAL TRENCH TO BE LOCATED A MINIMUM OF SO' SUPPORT ADJACENT TO SEPnC DRAINFELD. POST NO DISPERSAL SHALL BE ALLOWED SECT/ON A -A DIRECTLY L IAPE OR DOWNSLOPE OF SEPRC GRAINFIELD. INDIVIDUAL LOT DISPERSAL TRENCH DETAIL IpW�!)FYN.IIa MODEL 11419 OR /1f00 OR EQUAL) 600 45' BEND �LOC4 TOR MIRE 6-W 6•0 WYE PVC CLEANOUT DETAIL NOT W SCALE mope - aPall Palm Deem Ryan dni n Xx IV Level DarlWa s]UOSq.ft TYPe IOB aTOD6R. D. mNWem mepOMW DeecW W NK:Oed gage eoem angth IVpUr7W a.n. clI aW , m Fgae 422C PLAN VIEW OF ROOF NITS 9IDX --.. IYANv6sWNDeiPYw1 s.lo TYPICAL LEVEL SPREADER DETAIL PORTION OF W. 1/2 OF SECTION 4. TOWN; W WAn�T---beW Mm NY .PR voWRI Yrw OMAZaAas 1T11MINIIII FM >P71FA Zl I,NIIFR SIPoP WAV9E© �GJ�m N.WP R SLOP w L FUBUB (N11fN ROUWED) 1uO YWW. PaP cFN1EN IWIFASECTON Of y 4' G SWNAS ©FSPM5XN1 JOIM E t' NHIE E UEOUL PRl1EAN (SEE RTNL) PA E&NOW AxI PWIIFR S'IAP SEE 0-1](c) Sa 127( SECTION A -A �INGI FRAMP- Bic A 7 OS¢TEAE WPRW O SIBE WUA *gyOO Slim mole SOP * 51M I *e REWRED L PLAN SFE NDIF T A WHEEL CHAIR RAMP DETAIL 1. I WW WHEEL CNWR WLPS TO AND CUYICIS RIx DSING G 11 SIGNS WHERE PFASISIE, 2. UMW HEN GttN 81A6 TO NX UP EVINCE MEEK Q STORE CW3BG Man WEBB FEASIBLE. 112 N I R.WP SLOPE IS T'£ WMYNM NIpY1flE 3pE Pi SH ID BE GECR SED WERE POSSINZ BHJLL BE FVLED .1T THE LLGIIpW A EYPANSIIXI Jg M S '.eP BXDWN. Il/51 UIE AIR wUCEU SRIL BE n CONFLPWIVS RI 3 N R-0I.I(4) OF THE WSW( ELEVATION . STANUMD SPFBDGI"15. wall N.,, B: Rx-PPPRCNm RNIB ANDIOR T CTAR F WARNIN - PG1T WN DETAIL w. B 5/B" 1-I/e' C ]/Ir ]/4' D 7 1-) r B. 5 DON% SINIGAO OEINS 6-1 TIRU &i(C)-1 N MPEKd ••B'• 6 lPPRO`r£A e. OEWal91E WUWK; PATWRR my BE MEwTm Br Nrc LETIND TNT WiL /OYF2 THE MINNOW ONE DI ONS AN SPIMIG SIYNN. 7. OETELDBU WMWNG WTIEIN MUG !WL SE SINIWT INNRIME YELLDr lAN3 ICI �� 1" 2' GRADE BOARD NOTCHES GRADE BOARD NOTCH DETAA JOINTS - A DUMMY JGNT STALL BE PULED AT )NE CENTER OF WE DRIVEWAY. CLEAN AND a Pua. me EDGE ALL JOINTS GRADE LAID FLAT YET. MA]FR/ALS - LWOItE1E SHALL BE CLASS6: BOARD INSTALUnW -MAXIMUM RECOMMENDED DRIVEWAY GRADE IS 15% flNlSi - THE CONCRETE PAVEMENT STALL BE BRUSHED JRANSY£RSELY WIH A FIBER OR NiRE PLAN CB AS BRUSH OF A TYPE APPROVED BY ]HE ENGINEER. anwv nu seem ADA ACCESSIBLENRES/DENT/AL DRIVEWAY TO SCALE r s' s� a Is sL I r zW WOOL r 1 r-r � aalsm sWEADxc TOP IaN,TiBE 1' YN. OFPIII �9{PJff@r<S71 NOTES: 1. PER MINE TO OLA HOUR HISS SWIL NR ¢E 9gbi0 Fq1 YqE lxltll 4 XNIFB. CROECidI 94•L PR)rif NMEDNIE IFIPoRMT wCC135 FOR OENIDFED WB TEN 50 pRECIFD 6V NE ENpNEEA 2 BWO"IN GRI8f5 SILL E UMTS 9 0I INTW OE1EW caaEo oR IfmEOa Wnxx IIIOrs N"RL MOW NRECIED By ME EWTEIX. 1 gErns sllDwl xa TttIGL nE FNBIEm RFSRns CON Raalr ro mnE IETAEs TD anu venal rEln LTAORgNS, 4. WANSION JONIS SOUL BF ftA® AT IT SWMW SPION' flASTdE1bL JOWL INIFI9WL EI NICE TD N 9-01.1 (4) K E WISOaT UNIONSSPRWY01IM6. NoxE , i. ]HIS TRENCH SHALL BE CONSTRUCiFD TO PREVENT POINT DISCHARGE AND AND EROSIOV. 2. TRENCH AND GRADE BOARD MUST BE LEVEL 3. INSTALL GRADE BOARD SUPPORT POST AT A 5 FOOT MIN. SPAONG. SECTION A -A LUMBER OR APPROVED EQUAL LEVEL SPREADER DETAIL NnT In crAIF STORM SERVICE MARKER POST NOT TO SCALE CONSTRUCTION SEQUENCE r. aTTENO PREcaysnrucnaN MEEnI4c 2. CONSTRUCT PRIMARY ACCESS n) THE SITE. THE PRIMARY ACCESS PILL BE AT ME EAST END OF ROAD A AT PIE NORTH ACCESS INn_RSECIING Wsnl 124TH AVENUE SE. 3. FILL W-SITE ADJACENT TO 1241H AVENUE SE TO CREATE AND INSTALL THE CONSIRUCnW ENTRANCE. 4. INSTALL CA/E AT CWSIRUCnON fN/RANCE. 5. CONSTRUCT WfIEEL WASH PAD. 6. ESTABIJS/ AND FENCE JOB SHACK AND STAGING AREA AT TRACT 0 RECREAnON AREA. ]. ESTABIJS/ AND POST EMERGENCY PLAN. NOMINATE POINT PERSON IN CASE OF AN EMERGENCY. NOMINATE PERSON TO FLAG DOWN EMERGENCY VEHICLES. B BEGIN PHASE ONE OF TWO PHASES 10 /NGUDE, CONCURRENRY, STRIPPING, W-SITE CUi/FTLLS, CRADINF WALLS AND FINISH GRADES of LANDSCAPE AREAS AND L015 AND ROUGH SUBGRAOES OF ROADS 9. PHASE ONE WLL BE THE NORTHEAST PORnW OF ROAD A AND ITS COLLECTORS TO THE NORni. PHASE TWO WLL INCLUDE THE SOUTHWEST PORnW OF ROAD A AND ITS CIXLFCIORS i0 THE SOUTH. 10. (WADING IS PLANNED FROM NORTH i0 SOUTH. 1I. ALL ]RENdIES S/ALL BE BALWFllLED, FOLLOW WS'DOT SPEGFlCARONS FOR LENGTH OF TRENCH EXCAVATED AT ME ME AND BACKflLL REQUIREMENTS. 12. TEMPORARY EROSION AND SEOIMENTAnON CONTROL SHALL BE INSTALLED PER PLAN AND PER BEST MANAGEMENT PRACTICES 13 SILT FENCE STALL BE INSTALLED UPON MOB0.IZAnON of ]HE SITE AND PRIOR TO CLEARING ACRNRES 14. INIERCEPiOR SWALES WILL BE CONSIRUC110 WTH THE ESTABLISHMENT OF CN-S1E l6C9IT OF -WAY AND LOT GRADES IS EXCAVATE SEDIMENiq nW PONDS FOR PHASE WE. CUTS SHALL BE USED FOR PHASE WE FILL AREAS 16. STRIPPING AND WT/FlLL ACRNTY IN PHASE ONE XTLL BE CONCURRENT. PHASE LAVE WiLL LAST APPROXIMATELY 59 DAYS 51RlPPlNG AND CUT/FiLL ACRHRES ARE EXPEC/ED /0 AIERACE A QUANTIFY OF 6,000 CY/bAY. Il CLEARING AND EAFiHNORK ACRNRES WILL BE COORDINA/ED TO MINIMIZE WE NAnIE SGL STRIPPED AND ENPOSED TO MINIMIZE El(POSUR£ DURING INCLEMENT HEATHER. EXPOSED SOILS WTLL BE STABLIIIED/A/ULCNED AS flNISN GRADES ARE ESTABLISHED IN LOT AND LANDSCAPE AREAS AND RQUfSI SUBGRADES ARE EsiABLISlEO IN NE ROWS. 18 MINIMIZE DUST USING A WATER /RUCK. 19. PUBLIC S)AEE1S SHALL BE KEPT CLEAN AT ALL TIMES ANY DIRT ]RANSFERR£D INTO PUBLIC RIGHT--OF-WAY FROM THE S)£ SHALL BE SWEPT. 20. EXCESS PILL PILL BE STORED IN A PLASTIC COVERED STOCKPILE IN INE FUTURE DEVELOPMENT IRACi ADJACENT TO 124)H AVENUE SE, SQU1H OF 11.E40 PUCE SE. 21. TIMBER AND WASTE GRINDINGS WILL BE MAULED AWAY fROM )HE SIE USING NE PRIMARY SIX EN/RANCf ON 114RI AVENUE SE AND TIE ESTABIJSNED HAUL RW)£ AND TRAFFIC LYAV)ALN. DESIGNED BY THE /RANSPO CAQUP. ME HAUL ROUTE IS SR 18. 22. PHASE TWO XTLL BE )H£ SOUTHEAST FOREIGN OF TIE SIZE AND WILL LAST APPROXIMAI£LY 35 DAYS 23. PHASE IIM EROSION CGY7RIX AND GRADING ACRNRES ARE SUBJECT TO TFIE SAME CRITERIA AS PHASE ONE, AS A MIN/MUM. 24. PHASE /Ntl INCLUDES THE MOBILIZARON IX A SECOND LY)NSIRUCnON ENTRANCE FROM 1181M AVENUE SE 1181H AVENUE SE IS A SECONDARY ACCESS THAT WILL BE USED MINIMALLY AND F04 ME LIFT STAnON AND DRAINAGE sWAtE CROSSING CLWSIRUCRON 25. ALL ON -SHE EARnVWCRK, GRADING AND STABILIZARW ACRRnfs FOR PHASE ONE AND TNO ARE EXPfC)ED i0 BE COMPLETED IN ME EARLY FALL OF 2008. 28. IN BOTH PHASES, NE (RUCK ACRNTY HILL INCLUDE PICK UP /RUCK$ DUMP (RUCKS AND LONBOYS. INIPAL ENTRANCE INTO ME SIF AT 124)N AVENUE SE HILL INGUDf SCRAPERS AND URGE EQUIPMENT REQUIRED FOR IXtADINC THE SIZE ME INTENT BY CWSTRUCRNC AN W-SIZE HAUL ROAD IS TO MIN/MITE ACCESS TO AND FROM THE SITE AND CONTAIN ACRNTY ON TFIE SUE. 27. ALL IEUPORARY EROSION CONIRIX MEASURES SHALL BE INSPECTED GAILY. ADDInOVAL INSPECnONS SHALL OCCUR OF/ DAM N91N HEAVY PREdPITARW. 28 SIQULD ANY EROSION CONIRIX MEASURE 8E DAMAGED, REPAIR SHALL BE IMMEDIATE 29. ADDInONAL EROSION COV/RIX MEASURES SHALL BE INSTALLED IMMEDIATELY SHOULD ADDITIONAL MEASURES Bf REWIRED. 30. THE KING COUNTY DESIGN MANUAL AND REQUIREMENTS OF niE CURRENT NPD£5/SWPPP REWLARWS SHALL BE FOLLOWED nNROUGHWT COVSIRULnON. M. EROSION CONIRIX MEASURES MAY BE A0A/S/EO AND RELOCATED AS COV5IRULRW PROGRESSES. M. ALL )11PdBARY EROSION CONIRIX MEASURES WILL REMAIN /N PULE UNRL THE GOVERNING AGENCY APPROVES REMOVAL PERVIOUS ASPHALT PFmwus COARSE ASPHALT AGGREGATE THICKNESS (IN) THICKNESS (IN) 2.5 3 t PERVIOUS PAVEMENT CROSS SECTION NOT T08CKE SPECIFICATIONS PAVEMENT 122 � oel� oPNaAOARNi PMslWa.we mu, AxD ow"Em �iea.s exovm a ne R.W n..mmwn. wDln 6x.LL np�xE raanxilcx n u W aaxoE. ix npm.O+OaYxui Ptm9xul Wpluu w+mvta.wo Rupw wnxixe PuwuoixReK mPC1W�iraxawlNAauwurE i01Jf Pweoue ABPwi-nreRmmAMxwrewuxEanN 4\WIIW NEPPIG7IGIR n pVM1R1 ®6K 6I)E P6fNG IP q1m WW ,UR m4x fom _ oe BrtW Nd6GW+fi1i wNttl6➢Fw®ax imu WFJWrt OF Axo Purasxr.xewlwuuTw.T fixueEvcra a. p£ssxcxTlxxusi. RalixENR WWRRAroR x .W.�sa..xo,1W 1ArP.RIxe,R.WINT,ROPTRA..wi W �� uwDem'FwRVAcrABmuilx AopexmNGxnx w.ix� a au1. WxmaRNcaNPA6-rwxxr. A mNMTKN xE«NEVWN}E xPMYNi INK 1m :1Plxcx e3,19) : ixa a+P 11RIXp1 Pµ ax lrwx oa Rm xP a. cRuexegaaRGreaxw. GTWrvwegmerNuxm 6PFCIFlfAV TNWI EMNI W ITx IXCEPIIp1 TOTE DMPA7IM THE IbT'E91'EpFIFD OIV➢I.iKHeWILeE WER FILTER COURSE GEOTEXTILE FILTER FABRIC MIRAFI 170N OR EQUIVALENT SATISFYING WSDOT STANDARD SPEC 9-33.2(1) TABLE 3 FOR SEPARATION WITH A MAXIMUM APPARENT OPENING SIZE OF US#80.SUSKEMM a �enETlsIowAW: xPaVixG x 1De eIXGMaOFERYIF➢ s4OWREW WI�[PwnRoixeWmNClonRwwiw+®ixe Ppmux uPxNr aRACe GN a xRumrorXE Dual® A6aaNATE wnx ww gxwaAxGe. RFPI.xGRLH+6 FlE+EA eeaa6eq ItnexexeD.orsAaiee�alecrrouwwuer+xe :6 �OIIX+11461.1EGN�. W, B6.Lw�D Ox wlee 91H.PIg xp..1. Pe0.NWe MKAENfNFN. a Na l�ln�xaoe�slltlnwseeenifl lneLeeWFcevwiw wnx A W W ew.P..mr vaew a� a I..x. e nnxwaxmAexxlxpu. aTmPnxgaxxuawwxm aIMllnurLRxrFWJI xEErxAemE PGwxemPwx wea. wwW"wia�wlwe6�mPa �r� m.xoPPmcmmFax DaRwi canww lwraiPtiam iemllEnw uirwa?olLwxFlK�mRo6aTMoewx�P�eoDLm. ox FIGURE 1 PERVIOUS PAVEMENT CROSS-SECTION AND SPECIFICATIONS TriedlV•NWna Walking TraIUWA 02007 BGCIATCS �wxe.FW 1011sW Ww SSOWt9d' 428.B21.BH6 usa2t]let lu 40 �aeemmuNx .oleYeewcwn \/ V R, 1� A POI ,A,Lu rc ., Q ti o t 0 5 S Z F � gi1 y 'z ROY E LEIWS .R.. !Pf PROIBLT YANAGBR ROBERT E WAfL/S PLS jPNOLecr suNYeros ROY E. LEXIS At, PE jmoLecr ENGINEER JEFLAPRO] YL ND APE PROJECT L4NDSCdP3 ARI:BITDGT' FIRST SUBNITIAL DATE: 7/28/06 SCALE: On: MIA W-- NIAJOB NO. 03-094 STAMP NOT YAIID UNLESS 9CN® dND DATDD sir NO. 42DP76 NOT TO SCALE 9 %✓ y' �' . ' 2— =78�� -- J66a- -J• -=w?B6��`"^�s yam_ 390 _ --_ -_ -- i ------------------ w4f; PHA SE 1 ' ;� PONDS I� TRACT T ® ' / DETENTION , Irll I '/(v ii ' 111 1 r iii qry %XN 04 0 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. i% SEEW/0oA ..... .w Iw I (� illI 1 78. , 77 _�` , Rl --368?--' --390— ; ___—/�' i? shoo i°oti .> / NUTT411. +)/ -R/H' Hf ANT ASVYZRJ) ,46! PRDWDE UEmS�iET MTKTNDIa� 54 r 1'/ ,/ 51_ ijii+9n is ar • Rt/fscY , � � ,/^ _ ,/'�W � W W � W ��� �� �� �\. � "� — � �`v// /W%rnv��i �M✓� �s ,z2 �lB.ze' r 1 I 1 • f 45 421 I w �✓ —w �v W w v� � — W w � 1 � ' -ERE N r r ✓) �' `� �' v, � w � , w � � � \� A��. v A A �' ;v PROWDE BLUE STREET �\ AVO/Ck]CHS `�' W `�' J� V� W W yc � � J� V� >b'� I- RE H2S �[.�✓_____—_396---- \PROWOE BLUEN51F Tgimil{'QPS 02----- ---- — ` - - --- i<---------------- ------------ 77 _ t 14, --15 �' Ar ORaaaccE sEMwr'(rm) 1� >Y I •� i 138 ` I39 , 1 \\ \\40 i`\ �A SIE 1 \ \\ \\ I \ ; I 37 ;\41 \\i \ \i \ ALLif.1 11 DEiNL 3r5(A) ORr \\I IABY \I \ 34 II\ \ $ \ �—� 75 '1+JJ122N0 \ 34 AA \ Y J+9S_ � yryry \\rUT 419. 7 / 73 \ 63 END PIPE \ � �64 ��9 - _—___--__—_- ____ ----- _ _ 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, L07S 38-57, LOTS KENT STANDARDS. 97-120, AND L07S 131-146 PER CITY OF FIRE HYDRANT ASSEMBLY �a KENT STANDARD DETAIL 3-15(A). MAINTAIN 800' B£TW£EN VALVES PER CITY PER CITY OF KENT STANDARD DETAIL 3-1 �71 STUS VALVE BOX AND OPERATING NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 FIRE HYDRANTS LOCATED IN THE VICINITY OF MHEELCHAIR RAMPS SHALL MEET ADA SINGLE-FAMILY RESIDEN77AL DOMES77C SETBACK REQUIREMEN73 WA TERLINE117RELINE SCALE: 1" = 40' PER CITY OF KENT STANDARD DETAIL 3-15(A) D a PIPE DEFLECT701V NOTE WATER PIPE CAN BE DEFLECTED 4' MAX PER SEE FRONTAGE IMPROVEMENT PLANS CITY OF KENT STANDARDS 29(' RADIUS IS SUBMITTED TO KING COUNTY, PREPARED BY MINIMUM RADIUS THAT CAN BE ACHIEVED, TRIAD ASSOCIATES FOR 124TH AVENUE SE ASSUMING 20' STANDARD PIPE LENGTHS IMPROVEMENTS. IF, t=CAIE-VY LW�- - Y ADAPrOR J) CA1E VALVE )\ KEYMAP P'IRO�WD\E BLUE STREET IND 213 tiA218 214 \ i 216 n TNT 12+8329 ` WAY ff ``: = 15+02. r9 Y A - 1�ACT D � i-f2'ADAPTOPwi; J) w/ co9c B1.earR/c lC ; I � IERA T A RE 4770N Qn ` '1 10"PUBLIC sEKER UER �JC/ I DRY UnL TIES AND IVATE STORM Df7AINAOE EA MENT (TYE) 30' ACCESS EA VENT PI i � I RE . gBVOn_ 11 � � Ao✓ 66 = 0+01 3 A I I, 2+n..0 6.00' RT R 1+]8.08, J1.01 Ri H 1—NEE HYDRANT ASV 65 PROVIDE BLUE STREET zTOBN r wmr Iw RIM143Z05 = I I I� W 2+69.09 6.00' RT II \ W_i IE£ MJa \W/ :: GALE VALIES (FLxAIJ) W CONC. BLOCAtNC I` ' LL 2 IRltl n METER WTI RAiXROW \ \PREIrENTOR PER CfFY OF \. A71aT DETAIL 3-13(R). TO D . VD WT683—iP`7A'k LYES (RrMJ) W,N 11i s IS SHOWN BY AT VALVE LOCATION OF EXIS77NC UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCARON OF U77LI77ES PRIOR 70 PROCEEDING WITH CONS77?UC770N. 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. /100 <i� 1'Ly1J w. NE afrW.wAeNsteva 426.821.8418 IIIRt]�Bt pi: WOA94MW MM �J� � �.olean�wr;/nlp ��J 1L-11 O V V l�L-'11 40 VERNA 2 Q 4 Ir ^17 Q 2 y Q 3 Lo U J M O 2 cc vi Y V O ti W 44 J. c, U PROA" MANAGE RCBERT E WALNS KS PROAM SURVEYOR WY E LEAS X... PE PR011" ENGWEED J9RDTYL OO.Y. ASLA PROLM LANDSCAPE ARCDITBI.T FIRST SUBMTRAL DATE: 7128106 SCALE: B0m:1 -40' III N/A STAMP NOT VALID UNLESS SIGNED AND DATED 1OB NO. 03-094 SEEE7 NO. 450F 76 C2007 TRIAD s o � TALL i i 2 IR IGABON PREY>'li[QQ PER TY OF KENT OETN( J-1 B). ro : SERVE v6oPOSEo RIM=4035f\ . �REDREAnON T I a5ro a., 234 235 NUT=399.98 23J I I I 233- 236137 238 �y A 165 1 166 199 I 198 '1J97 jAf i 1195 t70 171 rau r' s CLE 169 a wa ME Ea 168 tt a< ENr DErA��s( oR As TIPPED B PUBUC 172 MON NDRKs omp (rYPJ INT +80.44 = 1iF/!AW S2 lYJlp INSTALL NPw \\ 92 \'APErPARIOI \ 3\ Pf R WnN <ENT, — — — r�ic 89 IL (rn) SE 3 �l Fam4 PORTION OF W. 1/2 OF 7 7 1 7. ' ER . pN %PE DO:L 45 7+9J4: IC 239 1 240 242 193 I /92 I 191 I 190 18.9 I 188 E?IbksS� 2+1Ri � 8690- - y y \\ y\\\\ - 41 --------------- "' -_ ------ 388JI1__ _ - ___ M n _�, _-__ SEE SCALE: 1" = 40' 0 10 b b 174 76 I 177 80 462 87----- 1r2+ 2 WCRr r o0AR&I — — / jION 44. TOWNSHIP 21 N., RANGE 5 E., W.M. 244 1 ; 245 186 M=, 185 NUT 184 183 84 y\„ — \ \ �\ \V �� y �I�rW �' ��' �vv �`v ,�\83 vv'\�\ v Y n\ ME AID 85 / r _ J94______________________ I`1� 04 o b ! 3+.TBOJ4nT CR_T_______f // Ja �' Wj I N1 — I` 1 390--- :---.78E-_.—.—. ------------- —/ I �I II I i li ilI __3881 DUCTILE IRON PIPE SHALL BE CLASS 52. FIRE SPRINKLER SYSTEM WITH A I" METER ALL PIPE SLEEVES SHALL BE PER CITY OF REWIRED FOR LOTS 1-7, L07S 38-57, LOTS KENT STANDARDS. 97-120, AND LOTS 131-146 PER CITY OF KENT STANDARD DETAIL 3-15(A). MAINTAIN 800' BETWEEN VALVES PER CITY SIDS. FIRE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERA77NG NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE—FAMILY REMDEN77AL DOMES77C FIRE HYDRANTS LOCATED IN THE VICINITY OF WATERON£/FIR£ON£ WHEELCHAIR RAMPS SHALL MEET ADA PER CITY OF KENT STANDARD DETAIL 3-15 A SE7BACK REQUIREMENTS PIPE OEFLEC7/ON NOTE. INTEGRITY OF 24" WATER ONE SHALL BE WATER PIPE CAN BE DEFLECTED 4' MAX PER MAINTAINED. 24' WATER LINE SHALL NOT BE CITY OF KENT STANDARDS 290' RADIUS IS UNDERCUT DURING CONS7RUCITON OF OTHER MINIMUM RADIUS 774AT CAN BE ACHIEVED, U77O77ES ASSUMING 20' STANDARD PIPE LENGTHS 247 \ 250 VAL YES (Fl J) if BLOCKING 9771/ / 276 , �C I 1 632dIA I/79 'I f I 178 1P E 77 R/M= I NUTS 176 8+96.74 6.00' RT )EE \ 7+ 8+9e.74 30.5 K1 ro 1-8• Nii-FlRE HYDRANT A55'Y SHAd(!EO) W/ CONC 251 208 INSTALL I' NCLF- SERVICE A7ER ME PER OF KENT DEr L/5-5(A) OR A RDYEO BY PUB KS OFBCIAL (T 209 / \ EMSRNG CRWND \ 2 'J 252 \, 253 AT TAP {N)HIN MAIN 75 I 274 272 271 0AV 421.0.5 ; 279 I3+ A0] 439' LT ' IJ+ 2s T..W T H1D i I-FRtE HYDRA A55 Y (9Mq DE BL STREET IN TORS n 280 111� '+ ++ . / r II II II i ENO %PE OEFIEF I��I I \ 281 221 219 M 3RD WAY war sE WATER MAIN AS —BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAUTION LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCA DON OF U77LI77ES PRIOR TO PROCEEDING WITH C0NS7RUC77ON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TND FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA RON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCA 7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S. 00 _. NE 16NaN. Vla PN91t1'8 426.831.8418 4x m,ae, a. WOA90===r« .VIW..w,mnl YARROWS" development 40 VERDANA Q i y Q 3 Q 1,� 1 J � • O O LSO Q •• CNI W t. 2 ` cc L ` j _I �I O Y LL O U lF•°ft 3 n � F t�@ fee IM PROA" MANAGE RODnRT E URV %S PxaLT EsuRFEroR WYE LDNIS X... Pf PROD" ENGR7®t .ERnRY L D0.<. ASLA PROLM LANDSCAPE ARCHMICT FIRST SUBAD'RAL DATE: 7128106 SCALE: 90n:1 -40' M--N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SM NO 460F 76 C2007 TRIAD 4 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 NIT RANGE 5 E., W.M. SEE SHEET 48 W W , � 0 WA EASEME T \ REC. NO. 5041061 I I I00 CITY OF TACOMA WAITER EASEMENT RI. 73OW039a J� `✓ W W W W W W `✓ W �1 II `b `b `b `b `b `b `✓ `✓ `b `b `b `b 14APH EA EMENT `I' W W `b `b���_ `✓ i W W `b REC.NO.. J252029 I:l 100' REj TELEPHONE J� `Y •V •V `V `V W W `V `V `Y `W W W W W `V `V `Y `Y •V `V `V W W iiEC. NO... 32515]6APN A.SEMENT W W W WI �V J� J• �I W W W W W W W W `V V- V� V� W W W�� W W W V- `V V� V� W W W W W W `V V- V� V� W W W � W �� W� V• `V, � V� `✓ W W � `V W w m w w w w w w w w Lib w w w w w w w w w w w w w w w III MAICT TT"' 1"/ cavTDua TYP '� 3 I I 7RACT TT %I SENSMIE AIw w w w w w w w w w w -a w �✓ �✓ e w / W w V� w �✓ /�./� Ex CULvRTENO y. W N`b W `✓ `P W W W W W y. y. `✓ `✓ W W W W `b 15 RWC IE 38A28 y. .V ,� `✓ W Wes. / • i W W W W �� W �✓ �✓ W W 1� �V �V J� J� �✓ �✓ W W V� 'rb_� 5 PVC 381,20 `0 `0 •/. _ T I � A Ji Ji `V `V `V `V `V `V W T ,Ji / _ ,, '- _-"� ��W »l•'"" �_ y-� -386 / --. _ - ----- - - -_- - - _ W Ji Vi V� V� ,✓ ,✓ N \ W % W W _N/ / �/ /•,—.,��s_�. Jam. yL. .i,.��_�� �_ x -__----188 - �� 3 _ \==\i Tv W ,V __ y. `V •V •V `V `V `V--�V`2.�„"�r.� %; - _ - __ -398 CPVG�9LIXW _ __-- _ - _ - _ -'_ - - ice__ _ - _--402__ _ _-- J /� � - _ __r \ IZ L LEE -r - -404- i - _ - /NT-93+4- -- -- -_ _-}+51.-T& I7.SQ LT _ _ +00.--T3Rp ,_S- �= 3' MIN SEPARTIDV - 406- - --- _ - — - �_.. - -- � -"-. -_ - _ 4+JI.14 6.94' RT AT NAP WIN MAN 1�}- PN�Y�BLUE 51aEET.IND/DAR45"-408--- + S RY=-�_-4L - -- '4. _ 1-f2 ADAPTOR (FLrMJ)... # -/; - _ W/QDYO LOC - __ a20 - ___ 1sQ6 38'RF-. -424 - '-_'- ---- / BKFW"� Ai3 i:,= = - ___ J Y --_ ___----- _-_ _ - " - = - -�_ i /,• ___ _ _______ �___- "� ___ PS }j W- _ , IMAM ! - J l33 � �. - �,,, �✓ __ __ - __ _" _ � - � .- -ram E fo. _ = '���� -� .= / / - _5e1JROFY%j p e• + / I �1 RD �I L -BEgNLEFA PIPEAfTtEGbON / rr � � � /� � /� - ', _ / -_ � � �' / —• —_— / Ln V r / , -, G PT = 4+4Z5 h , _ __ - i , � : � �,�+' ,'10• PUBLrc wER�IER Y 12 u - _ _ ORY URLIIIE AND PB(YATE ri1 -12'OL �.88' �. �( LA _� �NIURE I4' ^"- `}" i INSTALL 1" 51 GCE• ^r STORM ORAL GC EASEMENT lYP) 2Y-TT" D I L WAIERMAAV.,�" 1 S 114C WA _ _ - �?- 6j- ... - - !'n PER CITYOF EN �y _ I 428_ � � AEPPROYEDNA /{,4V-�-A3 � ° � Cl_i � ��\ � A�! _ Y/f3'- - _ --- 32 �7- a - - .. i p , -- - � — _3 - --- �" �_ - _ i2SRD PLACE SE 2 3 rnT 1 � -�-v-1 �=- ____ _ I -- -- > l _____ HAMMERHEAD RNAR�(�ND - H o � =-r` = _ � •--�": _-- __ — ..... ... __ __ - __ - - ___._ - ____ - - - - - - -_ _ - -_ - - __-. ___- ______ - .. 1, - AR N_- --_ _ __` -\ � -i`- ' } I -- w- --- w- r �F_ I I I I r TOP 429.6E 16" PVC IE 425 2 15" PVC IE 425.19 12" PVC IE 425.1E PVC IE 42705 (NI18" PW IE 429.23 (N) 18" PVC IE 429.13 5 TOP 42976 9 (��,) 12" PVC IE 42532 (NW) 12" PVC (S) (N•E) H I SCALE: 1" = 40' 0 20 90 8R NI 432.66 (N 432.62 ( ) 432.52 (S) 4" PVC IE 433,98 (E) 12" PVC IE 43331 (N) 18" PVC IE 43324 (5) IE 436.45 (5) 43GJ6 (N) 12" PVC IE 437.12 (E) 12- PVC IE 46 (5) EX. C8 TOP 441.01 6" PVC IE 43807 (S 12" PVC IE 437.70 N) 12" PVC IE 437.61 (EW) LOTS 38-57, LOTS ALL PIPE SLEEVES SHALL BE PER CITY OF WATERMAIN WITHIN FDT IS SUBJECT TO REWSION. REQUIRED FOR LOTS I-7, LOTS FIRE SPRINKLER SYSTEM WA METER KENT STANDARDS. 97-120, AND LOTS 131-145 PER CITY OF I FIRE HYDRANT ASSEMBLY KENT STANDARD DETAIL 3-15(A). DUCTILE IRON PIPE SHALL BE CLASS 52. TEMPORARY SAMPLING TAPS EVERY 1200 FT PER CITY OF KENT REQUIREMENTS MAINTAIN 800' BETNEEN VALVES PER CITY STOS FIRE HYDRANTS LOCA7ED NV 7H£ WaNITY OF WHEELCHAIR RAMPS SHALL MEET ADA SE78ACK REQUIREMENTS PIPE DEFLECT70N NOTE: WATER PIPE CAN BE DEFLECTED 4' MAX PER CITY OF KENT STANDARDS. 290' RADIUS IS M/NIMUM RADIUS THAT CAN BE ACHIEVED, A55UMING 20' STANDARD PIPE LENGTHS. SEE FRONTAGE IMPROVEMENT PLANS SUBMITTED TO KING COUNTY, PREPARED BY TRIAD ASSOCIATES FOR 1247H AVENUE Sc IMPROVEMENTS. — ij - EX a3918 IH 44t4 E Pt : IM a4t"/E a19T8(12 PVC,; f f9a A F F AIR Till N%ir : 4" PVC-IE--4Iko N)) I' 12• PVC IE 438.63((5) -REC�ND 60872D� - WATER MAIN AS -BUILT INFORMATION IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS CAU77ON LOCATION OF EXISTING U7N.IAES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBNJTY TO FIELD VERIFY LOCA 7101V OF URUTIES PRIOR TO PROCEEDING NTH CONS7RUC710N YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA 7101V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. /T6 �Ma MI IOYM V/A9W4N'A 4251 AZidL1 Y IODAYOiNtlb Acj/� n•WL•Itleca MVY4Mu 40 VERDANA 2 CL ROYE LEWS A..• PE PROJECT MANAGER ROBERT E. WAI PLS PROTECT SURVEYDR ROY E. LEWS .R.. FE PROJECT ENGINEER JEITT£PYL COX. A.4A PROTECT LANDSCAPE ABCRITECT FIRST SUBMITTAL LINE: 71281M SCALE: ROM: I"=40' 19M_N/A STAMP NOT YARD UNLESS SIGNED AND EAT® JOB NO. 03-094 m NO. 479E 76 02007 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. SEE SHEET 50 �( 1l T�EAA W 77���� 5£NS�D�4E ARFA EXISRNG GROUND \ / ' CONTOUR TW / \ \ I \ SCALE: 1" = 40 /'w�� w \ w D M / TRACT W ® / FUTURE DEVELOPMENT * 000 PFOHl6IIXTm"�` / / fg z / \ \ � - - \ \ --------- A �I / / �fy -ivf carve. �.Y�Nc'vd1 SEE EArENT FLAN FOR FUTURE INTERVE" EASEMENT LOCA77ON AT 3047H ST SE . \ NCJNITY. 40CATION MAY CHANGE WITH \ / - DESIGN OF FUTURE DEVELOPMENT TRACT. ' \ PHA SE,'4 ,- vv DUCTILE IRON PIPE SHALL MAJ4 AIN 800' BETWEEN //' - ® / �\ ®A A\ /\V �N IIBfI] A A512 IBOg A DFilECRONV BECW DEFLECRQV AV A 1 12 , 1-12 w IL %zuJl pRQ9L�wirova�d.(•cEET 88a, -________ _ /* / / pppppp / / / ��✓ w v- w w w �✓ w v- w w �✓ w v- w w � {T w v, p� 1 � �✓ w v- w �✓ w v- w w � �✓ w v- w � � �✓ w v, VO Ij 7 \ \ TRACT TT ------ wSENSl7/GE AREA' ------- NAs34e3.x2r N" 2PIEND PIPE DEWORQ4 V V ✓./--- 1/ �� -�� -- /IFNI ./'f �_/ �--�---- !#dNf BID rh%SEtl 13 - \__ __-6z]A.23s6 _ /_-_-_-_-_-_--_- --aN/�cn� pvc-sE�[cnav- — _ - - --N-Aszesisier -, _ — — eeEms _Pl�� n6ng4 - — - - - -- _ _ _ sastm. ___________ _- - __ ----_ �_a�END WPE EE�F,ECMN_�--- _-_ ______= — 7T��G��������- _ _ - - - _____-___--�i _ _ 12 W _ W WL"W-------- W---�6s--- w--- 3--�- -� - 4 A, 1 _. A` 3 IB- a _ -- - o------ - -'r-- w ---1*y¢TH_AV / \ (UR�AN MINOR A RIAG SIREET)p - W _ _ _ _ _ _ _ _ W ] w- N N ____ M'�vv SD EX. CB EX ROW.— \ ARE HYDRANT ASSEMBLY PER CITY OF KENT STANDARD DETAIL 3-1 VALVE BOX AND OPERADNG NUT EXTENDER PER CITY OF KENT STANDARD DETAIL 3-12 SINGLE-FAMILY RESIDENTIAL DOMES77C WATERUNE/F IREUNE PER CITY OF KENT STANDARD DETAIL 3-15(A) TEMPORARY SAMPLING TAPS EVERY 1200 FT PER EX SSMH _ -- CcoF _ _ �• I5" PV' @ 401.92 (Ns) RIM 4 Z 5 EX SSMH TOP 41319 EX. CITY OF KENT REQUIREMENTS 12" P✓c IE 399. 19 (N•s) RIM 411.93 b J. 12" PVC lE 409J4 (f7 EX s H TOP 423,96 12" PVC IE 40320 (EN,S) \ I 12" PVC rE 409-3] E) RIM 420.1E 12" pVC lE 418.31 (N.S) FIRE SPRINKLER SYSTEM WIN A 1� METER IJb-- � Is" PVC IE 409.37 (s) 12 PVC lE 011.95 (Ns) 12" PVC IE 418. 41 CAU77ON REQUIRED FOR LOTS 1-7, LOTS .T8-57, LOTS /�� EX Ce LOCATION OF EXISTING UTILITIES SHOWN IS 97-120. AND L075 131-148 PER CITY ErdTT�=V I TGP 410.J7 WATER MAIN AS -BUILT INFORMA77ON IS ��s71 APPROXIMATE AND MAY NOT BE ACCURATE OR ALL KENT STANDARD DETAIL 3-15(A). 12" PVC IE 406.6�.sE) 6" PVC IE 40 70 (N) SHOWN BY RIM AND NUT ELEVATION rY PVC IE 420,31 (Ns) INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY 12" PVC IE aoz02 (S) SURVEYED RI VALVE LOCATIONS. TO GELD VERIFY LOCATION OF UTILITIES PRIOR TO ALL PIPE SLEEVES SHALL BE PER CITY OF PROCEEDING W9714 CONSTRUCTION. YOU MUST CALL P/PE OEPZ.ECnON NOTE• 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA DON WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. KENT STANDARDS WATER PIPE CAN BE DEFLECTED 4' MAX PER CITY OF KENT STANDARDS 290' RADIUS IS MINIMUM RADIUS THAT CAN BE FIRE HYDRANTS LOCATED IN THE VICINITY OF ACHIEVED, ASSUMING 20' STANDARD PIPE WHEELCHAIR RAMPS SHALL MEET ADA LENGTHS $EJBACIC REW/R£MENTS / ii� 1Ly1J a1rN.wAeNs,eva azs.ezvea4s WOA90M9lMYx YN"0WB" development 40 VERNA Q 2 y Q 3 WLO CL p `yQI CN Lu Q 2 11, cc v, Y V 2 Y U. m U d l l l iE� o n 'i; ��yyssM PROJBIT MANAGER WMrE WAN/S KS PROJECT SURVEYOR WY E f A. PE PROJECT ENGINEER .ERfRY L C0.2 AS PROJEC/ LANDSCAPE ARCHITECT FIRST SUBMTRAL DATE: 7128106 SCALE: 908a.:1 -40' M-.N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET NO. 51OF 76 02007 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. 450 ®M 420 DUCBLE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REOUIR£ 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 WAI7ER DESIGN, SEE APPROVED SEVER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. 410 400 390 :11J WATER MAIN AS -BUILT INFORMA77ON IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS. CAUIIDK LOCATION OF EXISTING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA IF OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCARON OF U77LI77ES PRIOR TO PROCEEDING WIN CONSTRUCRON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TH0 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77OM WHERE ANY UNDERGROUND U77IJ77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. / ii� lLy1J �Aw. NE 16NaN. V/A PN91t878 425.821.EM8 ix mtaet p. B]OA90MW MM •vw.oleanwr.,aoni it a ROWlirii n 40 VERDANA x 0 I �iIIE o @ WYE fE1NS X.. PE PROJECT MANAGER WMrE w as PROJECT SURVEYOR WYE fE1NE A. PE PROJECT ENGINEER .ERfRY L LO.Y. ASU PROJECT LANDSCAPE ARCHITECT F@ST SUBMITTAL DATE: 7128106 SCAB: HOM:1 1-40' M--1 0-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SKEET NO. 550F 76 02007 TRIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. z 10 to sa 44 ifo'S�I��I►SS�I�� 450 440 430 950 130 DUC77LE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REWIRE 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. WATER MAIN AS -BUILT INFORMA 71ON IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS LOCA77ON OF EAIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF FULL I VA77ON / ii� lLy1J �Aw. NE 16NaN. V/APN91t878 425.821.EM8 ixmtaet a. WOA90MW MM .oleanwr.,aoni development 40 VERDANA S e �S==S z��kk WYE FENCE X., Pf PROJECT MANAGER WMrE w as PROJECT SUR9MR WYE FENS A. PE PROJECT ENGINEER .ERfRY L LO.Y. ASU PROJECT LANDSCAPE ARCHITECT F@ST SUBMITTAL DATE: 7128106 SCALE: 110M:1 -40' IEFTa 1 -4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SHEET NO. 58 of 76 02007 MIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. r1m 420 410 TC70 oil 43l 414 m M PW STA = 17+68.06 PI f ELEV - AT1.P2 PV! STA - /5+50 B PW ELEV - 42 ..03 roam, VC NW fry yN m� / I Zip F3 /CIS71NRGROUND // r / MAINTAIN 3. 'MIN. C/�OvVnER OY£R PIPE / PROPOSED FINISH / kA---- GRADE AT // -- / ---- fYx 55 12' 9 CROWN 425.60 B WA/E 426.17 PROW E 0.5' M/N. CLEAR WI BETWEEN PI / Mi 9 55 CROWN 41208 ip nR 12' S0 lE 42524 IS' 0lE 42522 HYDRANT" a WA CROWN 424.11 B WA CROWN 424.62 PROWDE 1.0' M/N. PROWDE 0.5' MIN. ' ANCE BfIWEEN CLEARANCE BETWEEN P/PES AI THIS SHE£)J 12" SO IE 420.55 8 WA CROWN 419. 40 PROWOE 1.0' MIN. ARAA?a iW77 ( PES 1 PHA E 1 (SEE PLAN SHEET 44146) SE 292ND WAY 1 ALE 1'= 40' HORIZONT 1'- 4' VER77CAL EMS NG GROUND PROPOSED N/SH GRADE n. r TYP EL. AT 440 430 420 410 390 13+00 14+00 15+00 76+00 171 16+00 WATER MAIN AS -BUILT INFORMA77ON /S SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS. DUC77LE 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 TO CITY OF AUBURN FOR SEWER DESIGN. CAUIIDK LOCA77ON OF EXIS7ING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA IF OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING WIN CONSMUCRON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TW0 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA770M WHERE ANY UNDERGROUND U77IJ77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. / i fib lLy1J An. NE 16NaN. V/APN91t878 425.821.aM8 4xmtaet a. W]OAIBMWbIM •vw.oleanwr.,aoni development 40 VERDANA I cc 0) N co y Juj 2 OIq 4 ~ O U qq 3 S W Ame�t �d44d�444444a ROPE LEIWE X.. Pf PROAM MANAGER ROBERr E WAf//S as PROAM SURVEYOR ROPE LEW1E X. PE PROAM ENGR7®t dTEERY L GO.Y. AS PROM LANDSCAPE ARCDITECF FINST SUBMRAL DATE: 7128106 SCALE: W0M:1I 1• II STAMP NOT VALID UNLESS SIGNED AND DATED 'BB NO. 03-094 SKEET NO. 60 of 76 02007 1RIAD Sa b1 Pw STA I+Ma Pw ELEV 4Mw A.D. -1.81 ii K = a40 1W. ' w 440 Pw s - 4+W Pw = 42&IS IFlNISN i/E 424. AC 430 AIAWTAW 0' MIN.Fl 12' W N 12 MOM 422W �.20X 12' SO IE 428. 5 MU tmeo 420 — \ /12' S0 /E 424.03 ARY 12' CAP 12 WA CRONN 4 OW-OfF A55 \ 1.76 \\ / FRONDS 1.0' MINI UM EATSRNG C4NWND .. CLEARANCE 6E PIPES CONTOUR AT PHASE 3 (SEE PLA SHEET 47) APPROXIMATE 410 LXAP1 SCALE 1PRQ'7 M EL. ND GRWND T TW PROPOSED EL. AT NISN GRADE 1+00 2+00 3+00 4+00 5+00 440 am 420 410 44 150 R 0 + 440 s3o 450 mr4j DUCTILE IRON WATER P/PE 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 SEVER 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. 430 yq TER MAIN AS -BUILT INFORMA ON IS SHOWN BY RIM AND NUT ELEVATIONS SURVEYED AT VALVE LOCATIONS. LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA IF OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LmES PRIOR TO PROCEEDING WIN CONSMUCRON. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWt7 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77IJ77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. 02007 TRIAD RLAD 0 �Aw. NE 16NaN. V/APN91t1'8 425.821.841E 4E%l, S,I, px X]OAIBMW b1Yx YA"OWB" 40 VERDANA 0 I L o @ q�q SS k S 5p2p ''m�p�p �C C� ouo=.S WYE fE1XS X.. Pf PROJECT MANAGER lmEeRrE W as PROJECT SUR9MR WYE fE1XE X.. PE PROJECT ENGINEER .ERERY L W.Y. ASU PROJECT LANDSCAPE ARCHITECT F@ST SUBMTRAL DATE: 7128106 SCAB: 110M:1 -4 Y 1XFTa 1 -4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SKEET NO. 620F 76 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. sa 02007 MIAD / ii� lLy1J �Aw. NE 16NaN. V/A PN91t878 425.821.EM8 ix mtaet p. B]OA90MW MM •vw.oleanwr.,aoni n 40 VERDANA x 0 I s o FggW WYE TRIMS X.. PE PROJECT MANAGER WMrE w as PROJECT SUR9EYOR WYE TRIMS A. PE PROJECT ENGINEER .ERfRY L LO.Y. AS PROJECT LANDSCAPE ARCHITECT F@ST SUBMITTAL DATE: 7128106 SCALE: HOM:1 1-40' M--1 0-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SKEET NO. 650F 76 42 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. DUC77LE IRON WATER PIPE TO BE CLASS 52. LESS THAN 1.0' CLEARANCE BETWEEN PIPES WILL REOUIR£ 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 SEVER PLANS SUBMITTED TO CITY OF AUBURN FOR SEWER DESIGN. 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 WIN CONSTRUCTION YOU MUST CALL 1-800-424-5555 NOT LESS THAN TH0 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. / ii� lLy1J �Aw. NE 16NaN. V/A PN91t878 425.821.EM8 ix mtaet a. B]OA90MW MM •vw.oleanwr.,aoni it a ROWlirii n 40 VERDANA x 0 I Q 1 M4 U M J J O O,^ Q C44 NN 2 cc Y ` j v, V O Qc ca o @ WYE fE1NS X.. PE PROJECT MANAGER WMrE w as PROJECT SU9vmR WYE fE1NE A. PE PROJECT ENGINEER .ERfRY L LO.Y. ASU PROJECT LANDSCAPE ARCHITECT F@ST SUBMITTAL DATE: 7128106 SCAB: HOM:1 1-40' M--1 0-4' STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-094 SKEET NO. 66 of 76 02007 1RIAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. GENFRAL CWSTRUCRON NOTES 1. ALL WORK AND MATFANUS SHALL BEIN ACCORDANCE MN NE LATEST EDITION OF NE CITY OF KENT STANDARD SPECIFICATIONS AND WBDOT/APWA STANDARD SPECIFICATIONS LATEST EDITION. DIE CITY OF KENT RESER WS THE RIGHT TO REECT ANY DAMAGED AND/OR NON -COMPLIANT CONSTRUCIICVI MATERIAL 2 PRIOR TD ANY COINSTRUCTION AC7IWI1: WE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WIN THE CITY OF KENT CONSIRUCROW INSPECTION PERSONNEL BY PHONING 2W-B56-5500 {�KFAIAKT XNAA•ZJI_IZF yL'P6Y/-1aZC/YT'9•E:IILriJyTliSa:Z•I..SYI:14N/PiP/FYL`/J:{ p i4F� 4. ALL SITE WORK IMPROVEMENTS SMALL BE CONSTRUCTED TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO CONSIRUCTION ACRVITY. 5. IT SHALL BE NE SOLE RESPONSIBILITY ON NE CONTRACTOR TO OBTAIN STREET USE AND ANY OVER RELATED PERMITS PRIOR MANY CONSIRUCTKN AC7714TY. CONTRACTOR STALL CONTACT THE UNDERGROUND UTUITES LOCATION SERVICE (1-800-424-5555) AT LEAST 45 HOURS PRIOR TO CONSTRUCTION. NE OWNER OR HIS REPRE52ENTATIW AND WE ENGINEER SMALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. 7. LOCARONS ON ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. IMPROVEMENT AND STIUCNRE LOCA BONS SHALL BE FlELD SET BY SURWYMITNGINEER AS REQUIRED. SANE. PR WHEEL CUT LINES A TEMPORART COLD MIX PATCH MUST BE PLACES IMMEDIA MY AFTER BAC007ILL AND COMPACTION. EMS EXISTING ROAD CUT SHALL SE REPLACED WIN AT LEAST NREE (3) INCHES OF COMPACTED CL W'ASPHALT CONCRETE, SIX (6) INCH CRUSTED ROCK SURFACING TON COURSE (518 INCH MINUS), AS REWIRED DEPENDENT UPON A SOILS ENGINEERS RECOMMENDATION AND TESTS IN NO CASE SHALL THE REPLACOWNT BE LESS NAN NE EMSRNG SEC770M GENERAL NOTES - WATER 1. ALL WORK MATERIALS SHALL BE /N ACCORDANCE TWIN NE LATEST EDRON OF NE CITY OF KENT STANDARD SPEORCARONS AMA, AND WSOOT/APWA STANDARD SPEGIFlCARONS LATEST EDRON. 2. PRIM TO ANY CONSTRUCRON ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE W M NE OTY ON KENT CONSTRUCTION INSPECTION PERSONNEL BY PHONING 2W-856-5500. WA�IT�uv:ML•A•1J�-r:a �/,ILICY/:r��!'•I:tJl�;i:/L'!A'ra�ZYS'IEYL:{IlNIl�7IllJ:BiW��� 4. ALL WATER SYSTEM IMPROWME007S SHALL BE CONSIRUCTD IN ACCORDANCE WIN TNESE PLANS ANY DEWATION FROM NE PLANS WILL REQUIRE APPROVAL FROM NE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES 5. IT SHALL BE NE SOLE RESPONSIBILITY OF NE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO ANY CONSIRUCRON ACRWTY. 6. ALL LOCATIONS OF EXISTING UDUTIES SNOW HEREON HAW BEEN ESTABLISHED BY RELD SUREY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD NEREFORE BE CONSIDERED APPROXIMAIE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSBIUTY ON NE CONIRACTOR TO INDEPENDENTLY WR/FY INE ACCURACY OF ALL NE UBUTY LOCATIONS SHOWN AND TO NRNER DISCOVER AND AMD ANY OVER UTIURES NOT SHOW HEREON 8H/CH MAY BE AFTEC7ED BY NE IMPLEMENTATION OF IRIS PLAN. TIME CONTRACTOR SHALL CONTACT NE UNDERGROUND UTILITIES LOCATION SE,PWCE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. TIME OWNER OR HIS REPRESENTATIW AND NE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. B TWO CUBES FOR PIGONG'SHALL BE INSTALLED IN DIE NEW WA 170E MAIN AT NE INITIAL CONNECTION AND AT EACH LATERAL FROM NE NEW WATER MAIN. DIE WATER DIWSON SHALL PROWDE DIE CUBES PICKED UP BY NE CONTRACTOR AT NE WATER DIWSW SHOP LOCATED AT SWI S 240N STREET. 9. PRESSURE AND PURITY IESIING SHALL BE DONE IN NE PRESENCE ON AND UNDER SUPERWSW OF NE CITY OF KENT, PUBLIC WORKS DIRECTOR AND/OR HIS REPRESENTATIVE THE CONTRACTOR SHALL PROWDE It. ALL WATER MAIN PIPE SHALL BE CEMENT -LINED DUCDLE IRON CONFORMING TO ANSI-A-21-11-1977 OR LATEST REVISION THICKNESS GLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO ANSI A-21-4-11-1974 OR LATEST VERSION. (PIPE JOINTS SHALL BE PUSH -ON, MECHANICAL JOINT OR FLANGED WIN RUBBER GS(ETS) 12. ALL RMNOS SHALL BE CAST IRON OR QUCBLE IRON, CEMENT -LINED, CLASS 250, UNLESS OTNERMSE SPECIFIED, CONFORMING M ANSI A-21-11-1977 OR LATEST REVISION ALL RTBNG JOINTS SHALL SE DRILLED IN ACCORDANCE WIN ANSI B-16.1 AND SHALL BE 125 LB. CONFIWRABW UNLESS ONERMSE SPECIFIED. 13. CONCRETE BLOCKING SHALL BE PLACED A WE LEES, CROSSES; BENDS AND ODHER APWRTENANCES AS SHOWN ON NE PLANS OR AS ORECIED BY DIE DIRECTOR. BLOCKING SHALL W GLASS NREE NQUSAND (J000) CEMENT CONCRETE MIX CONFORMING WIN SECTION 9-W.1(4) OF THE STANDARD SPECIFICATIONS POURED IN PLACE. BLOCKING SHALL BEAR AGAINST SOLID UNDISNRBED EARN AT NE SIDES AND BOTTOM A NE 7RENCH EXCAVATION AND SHALL BE SECURELY MAPPED WIN 4-MIL POLYETHYLENE SHEETING PIPE BEDDING SHALL BE APWA CUSS C' ALL TRENCII BACICF7LL IN AREAS OF FUTURE PAWMENT OR STRUCNRAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT W NE MAXIMUM DRY DENSITY PER ASTM D1557-70 (MODIFIED PROCTOR). ALL ONER AREAS SHALL BE COMPACED TO 90 PERCENT. 14 ALL WATER MAINS 7EN (10) INCHES AND SMALLER SHALL HAW A MINIMUM COWR OF N/RTY SIX (36) INCHES BELOW RNISM MAX. ALL WATER MAINS TWEL W (12) INCHES AND LARGER SHALL HAW A MINIMUM COVER OF FORTY EIGHT (48) INCHES BELOW FINISH GRADE MIERE UDUTY CONFLICTS OCCUR, WATER MAINS SHALL BE LOWI]tED ID CLEAR. A MINIMUM ONE (1) FOOT VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL UTILITIES. WWR. AND ALSO A VALW MARKER POST MIEN THE VALW IS NOT WIN A PAWO AREA. A CONCRETE VALW MARKER POST SHALL HAW FOR (4) INCHES MIN/MUM SQUARE SECTION AND MINIMUM HEIGHT G FORTY END (42) INCHES WIN A BEWLED EDGE AND CONTAIN AT LEAST I J18 INCH DIAME7ER BAR OF REINFORCED STEEL MARKERS SHALL BE PLACED AS DIRECTED BY THE ENGINEER AND SET AS TO LEAW EIGHTEEN (18) INCHES EXPOSED ABOW GRADE (SEE STANDARD DETAIL Y4 IN APPENDIX IS-) 16. ALL FlRE HYDRANTS SHALL BE COMPRESSION TYPE, BREAK -AWAY (TRAFFIC MODEL) HYDRANTS [COREY STYLE HYDRANTS ARE NOT ALLONEDf CONFORMING M AMA C502 UNLESS ONERMSE SHOWN AND /MSTALLED IN ACCORDANCE WIN CITY OF KENT STANDARDS NE HYOPANT LEADS SHALL BE A MINIMUM OF SIX (6) INCHES /N DIAMETER. AUXILIARY VAL WS SHALL BE INSTALLED IN THE HYDRANT LEADS LOCATED AT THE CONNECTION TO ENE CITY MAIN. ALL HYDRANTS SHALL BE EQUIPPED WIN A DRAIN. A DRAWL POCKET OR DRY WELL SHALL SE PROWDED. HYDRANT DRAINS SHALL NOT BE CONNECTED TO STORM DRAINS OR LOCATED WININ TEN (10) FEET OF OR CONNECTED TO SANITARY SENERS. HYDRANTS SHALL BE PAINTED WIN TWO (2) COATS OF FARNEST WONDERGLO WICK SET HI -PERFORMANCE ENAMEL. PUBLC HYDRANTS ARE WITF j1IW SERIES AND PRIVATE HYURANIS ARE YELLOW AFX3472. PRIVATE HYDRANTS REQUIRE AN APPROWD DOUBLE CHECK DETECTOR ASSEMBLY LOCATED ON PRIVATE PROPERTY. CONCRETE TIRE HYDRANT GUARD POSTS FURNISHED AND INSTALLED MN THE FlRE HYDRANTS AS DIRECTED BY NE ENGINEER. TIME GUARD POSTS SHALL MADE OF REINFORCED CONCRETE EIGHT (8) INCH IN DIAMETER, SIX (FEET) LONG AND BURIED TO A MINIMUM DEPTH ON IHREE (3) FEET. GUARD POSTS SHALL NOT BE SET HIGHER TITAN NE TOP OF THE FlRE HYDRANTS THEY SHALL BE PLUMB, AND WHERE TWO POSTS ARE USED AT A HYDRANT, THEY SHALL BE SET MN WEIR TOPS AT THE SAME ELEVATION. THE EXPOSED PMIMN OF NE GUARD POSTS SHALL BE PAINTED MN TWO (2) GOATS OF WMTE CONCRETE PAINT, APPITOWD BY NE ENGINEER. (SEE STANDARD DETAIL 3-1 & J-I(A) IN APPENDIX IS-) 17. USING WATER FROM HYDRANTS BLOWOFFS WATER SERWCES PRIOR TO METER INSTALLATION OR OVER SOURCES OVER NAN THE APPROWD MAIN LINE CONNECTION REQUIRE A USE PERMIT, METER AND CHECK VALW ASSEMBLY ISSUED BY NE WATER DIWSON. PERSONS USING WATER ILLEGALLY WILL W PROSECUTED. 20. FOP GROSS CONNECRON BACKFLOW PROIECTION STANDARDS, USE WE LATEST EDITION ON NE CROSS CONNECTION CGVTROL MANUAL, PACIFIC NORRINEST SECTION - AWWA. 21. ANY OPEN CUTS OF EXISTING PUBIC ROADWAYS SHALL BE BAC TILLED AD COMPACTED IN ACCOPDANC WIN CITY OF KENT STANDARDS ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS SAW CUT LINES A IEMPORARY GOLD MIX PATCH MUST BE PLACED IMMEDIAELY AFTER BAC TILL AND COMPAC77M NE EXSTING SURFACING MUST BE REPLACED IN KIND (OR THREE (J) INCHES OF COMPACTEC m fl9YI•;/l5�ll•T:Z•SIIT4:ZaYli:b'J`C3Z+4:>?nxi 22. ABANDONMENT OF EMSRNG WATER MAINS STUBS VALVES WATER SERVICES AND/OP APPURTENANCES SHALL BE PER SECTION 112 (G) OF NE CITY ON KENT CONSIRUCRON STANDARDS 23 PRIOR TO ACCEPTANCE Of CONS7RUCRON AND/OR ISSUANCE OF OCCUPANCY PERMITS SURVEY OR CERTIFIED AS -BUILD MYtAR DRAWINGS MUST BE PREPARED OF ALL PUBLIC WATER MAIN FACILITTES SUBMITIED TO AND APPROVED BY NE CITY ON KENT,, PUBLIC WORKS DIRECTOR OR HIS DESIGNEE. (SEE AS -BUILT REQUIREMENTS IN APPENDIX E") PVC F WATER MAIN 1 1111 NARW SOL SECTION VIEW IF WATERLINE WRRCAL ALIGNMENT IS REQUIRED TO BE AS -BUILT AND MAIN MUST BE 61C0(FlLLED BEFORE AS -BUILT SURVEY CAN BE SCHEDULED. INSTALL TEMPORARY 2V PVC PIPE AT ALL BENDS AND FRRNGS AND ALONG MAIN AT 50, ON CENTER. EXTEND PIPE 12" ABOW GRADE AND PROTECT EXPOSED END WITH PVC CAP OR DUCT TAPE. FOLLOWING LOGGING AND MEASURE DOWN BY SURVEYOR, PIPE MAY BE REMOVED OR SHEARED OFF AT SUBGRADE LEVEL AND ABANDONED. WATER MAIN MARKER PIPE NOT TO SCAL AT si�lti,lJ ow �lmw.. VE 1611sW WABBOWt9d' 4Z.821.8 4 nt] 11u moaeemmu`.. wxw.oleYeewcwn A"OVVBAY 40 i/ F R, f) A POI A., "ft*A Lo 1 U M J J QW O G*, 2 Cc Y O I 3 0 5 re �e � Us, 'z TIDY E !£N1E X. PE PROJECT MANWGER R06ERT E WALLAS PLS PROJECT SURVEYOR ItOYE LEW1S Jt., PE PROJECT ENGMEER ZO`LRrL COX ASLA PROJECT LANDSCAPE ARCRITECT FIRST SUBMTJTAL DATE: 7MI06 SCALE: HIM: N/A IDWa N/A STAMP NOT VAM UNLESS SIGNED AND DATED JOB NO. 03-094 SHIN No. 71 of 76 02007 TRIAD ASSOCIATES WC 40' - / 25 orq/ (rm) _ REC NO. 6027XY REC. NO 6 PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. PUBLIC SEVER TRACT AAA AND PRORXSTORMS ACCESS DRAINAGE EASEMENT TRACT II TRACT HH TRACT SS I I I I Ij I I r A RED."POWER EASEMENT NO 5041461 I I I I I I I I TRACT LL Ll 11 OPEN SPACE111 I I PUBLIC SEWER WATER, DRY UnURES AND PRIVATE STORM DRAINAGE EASEMENT I� MAW / �I TRACT MAY 4400 LANDSCAPE 00 Y' 7RACT II (TM) TRACT UU RECREA 7701V :VER ACCESS TENT / M' PU SEWER //// ..,. MA L20' PU EAS SANITARY SEWER EASEMENT / (TIP) t / / = urvuaA.nre OPEN SPACE \ II IIMA01 ✓J 1 2 rl 1 LANDSCAPE I PueLlc 5 um UBLIC NITAR L WER SEMEN — EASEM T 7RACT 00 U LANDSCAPE 118TH PL SE -SANITARY 7RACT RR SEWER LINE LANDSCA E25 A SEN£R ACCES TRACT PP I REcwEA77 15• s NITARr — , I. ACT V TRACT KK -- wEa E �. Pufiuc SENSIn I AREA LANDSCAPE wAnx umm£ / PUBLIC TORM AND'ERIVAX STORM r DRAINA EASEMEN . D�(A1NAC� EASEMEN II ,f / WATER, ORYRURLI ES ` JO' P SAN/ Y ' P I ANITAR m r / I AND PRIVATE Si�TRjM SEWER SE�ER EASEMENT DRAINAGE EASEMENT 1y1.(TIP) I (M I / y PUBLIC UnurY M INIENANCf I I /\I AqCCPESS EASEME! r. TYPICAL PUBLIC SANITARY ALL PRIJiV .TE ROADS) UFT STAnON SEWER EASEMENT / 7RACT TT rlx L/�r SENSME AREA 150 SANITARY ac /297TH $T _ /TRACT E ' I 12O T� GAT Sk LANDSCA I1 SEVER LI"E (HAMMERHEADS . — 1 IF CITY OF KENT STAFF DETERMINES TNAT /NE I ` I SE / NA NRAL AREA EASEMENT IS NOT ACCEPTAM ]HE NA NRAL AREA EASEMENT DESIONA RON WILL BE REMOIED AND A SPLIT RAIL PENCE WLL BE I \ \ I I — INSTALLED AT THE EDIX t THE WETLAND BUFFER / WERAND EASEMENT —; UBLIL1 DRY R RES / LINE PER ATTACHMENT SAND PRIVATE STORY — / 42 DAZED 11/18/03 I BRA IMAGE EASEM T ACT HD l A+NaLre s I 1 I TRA( Eu TRACT BB LA OSCAAl p-y l LANDSCAPE \' w TER, MY A D PRIVATJ / SF\� 1 UBLIC WER I gmlldr E, PUBLIC SE N£R ` 'r WA DRY nLlnEs I R AO AME WATER, DRY UMIRES 9 I_ A VAX `STORM l AND PRl Vd 1< CTWI/ \_ ��ry J OR EAibNENT , I GANGS ND I I I I I I I 3 ES]6MEN I I MAINTENANCE ACCESS UDUTYEASEMENT ACCESS E TYPICAL RIVAXE FOR ALL PRIVATE ROADS) 100' WA R EAS MENT REC. NO. ]306050390 I I 100' POWER EASEMENT I I I 100" II I I POWER EASEMENT REC. NO 3158750 I I " 625 POWER EASEMENT TR CT TT REC. NO. 5041061 I J.\ I $EN I �'i AREA � /_ =' IPUBINC SE 60k100' NU 1I K£NT IANDP DRY STORM PUBLIC SEVER ACCESS AND UnLITY I AND PRIVA STfMM \ / I WATER, ORY UnLIRES EASEMENT REC NO DRA�JACE ESEMENT I '\ \` AND PRN STORM 2005040f001]54 / I DRAINAGE EASEMENT I � / TRACT XX I I I I I _ MR OPEN SPACE I TRACT WW \ EASE MT wA 123RD PL SE 123RDI PL SEI - ( ) — REcwEAnaN I _ LOPE EASEMENT SL SLOPE EASEM T I REC. N0. J411040249 REG NOA 4 - /5012.702TR —il- ASFMEIJT� 1 2 3 4 5 6 ] I VITA —'�'"�'���� REC N0. ]—/ y I SEWER EASEMENT _ � 15' UBLI 5T r ` MAKE NESS Ybb ----------- -- ----.w--� —. — SLOPES ALONG nl£ WEST LINE \g1A�1 y Imo` �z /b I OF THE EAST 30' OF THE NE 114 ly/}T f0" POWER EASEMENT/p, / I SW f14 SECRON C. REC NO. REC. NO 608]20] I II SE f965H PL / -...e..-... ( ) DRAINAGE EASEMENT PHASE1 \ - \ a """••• "`/ I ,(,L / I TRACTRACT CC J, ✓� \ DETENnON PUBLIC STORM POND PRIVATELY / I DRAINAGE EASEMENT / AL,T MAINTAINED 100 S / r RECREA nON PUBLIC STORM 18 / DRAINAGE EASEMENT �I 00 N / I I 1• sr: \ / / I 1�� \ \ A6 U SEMENT PUBLIC WATER I <1 IRA T I ' ER LINE TRACT TT EASEMENT ro eE A 5ENSI77VE AREA PUBLIC SEWER `. -r IJ.� I 1� / 1 WATER, DRY URU ES AND PRIVATE S DRMIAGL ASEMENORT It I ! I/ /I TRACT w FUTURE DEVELOPMENT / z - SCALE:1"= 1W 0 EO i(q 21MJ /100 <i� 1'Ly1J M. NE 16NaN. V/APN91t&'8 425.821.BM8 4]SRId401 a. WOA90MW MYx �/� �7 �7.omve«,aonl It RRO V V BL-11 n 40 VERNA Q 2 y Q 3 Ln U J M o CN 2 CC Lw Y uj I� OW U. c O U �A C a �2p2pSF N� W ��E N CQo Soto o�C� PRO= MANAGER RQMRT E WALI/M KM PRO= SURVMR ROYE fENIM X. PE PROAM ENGINEER dTFERY L CO.Y. AMU PROM LANDSCAPE ARCEM FIRST SUBMMAL DATE: 7128106 SCALE: 90n:1.100' M--N/A SrM NOT FALDI UNLESB SIGNED AND DATED LOB NO. 03-094 SeBBI' NO. 74 DF 76 ®200T MAD PORTION OF W. 1/2 OF SECTION 4, TOWNSHIP 21 N., RANGE 5 E., W.M. I PUBLIC SEVER �2��Y9�.SZf \WATER, DRY URLInES I /EASEMENT FOR AND PRIVATE STORM / ROOF RGH NE - _ DRAINAGE EASEMENT L ]RACY L I / LL / IunMd C 10' PRIVATE ROOF 10' PRIVATE ROOF CITY Or sENsnuari�A aa� — — 100' AOIUS ATER, RY Un TIES CREAn --- RE WELL ASEME T PR 8E 2 ND PRl AIE S - 1 \ OF K£NT WA ------------------TRACT AAA --- R£C t02I30 51 AINA EA Ni � UTILITY — — ---------120 TH ST SE - ----- - +. -- - £O0504OIaXQI7--------------- 120TH WAY SE ---- jQ l\ PHA 1 (— — — — — — — — — — O I E \ Pue Ic SE I AC K \ y RE EA u uc sEWER wa R, D un n£s GG A 4, DRY STORM VA S M i� BLIC WER f0' BLIC NER AND PRIVATE STORM Epp 0' P BLIC SEPU CY Un InES / �� A 1£R,RI Y U LInE WA OR URURES A/NADE EASEIENT 0 WATE OR Un TIES qN ST OR INA Q s I v. OR EN D AINA EA MEN J I p p ND MVA S M EA MEN \ BLIC LITY IN NCE 4 TRACT F RAI (Y A ENT � < ��� I 1J115� F ss SERE TR � SAL � IAANOSCAPE 121ST ST SE M "�" �L I Y I TRACr c EASEMENT TO B LANDSCAPE RELINQUISHED Q ACCE ICAL Q 1 • PU SEN£ ti (�, FOR ALL P s) ufiuc R m£s I wa , DR unu 122ND ST Sco E p 100' RAOI AND IVAIE 55 L q /Vq STpq (v WELL T �/ L/ 91 gp v 60 PUBLIC M£R \ 10213025 ENT �� I � W I URL E v, 95 92pRIVA/E B9 � BI—ORAINARI EASEM M If / / WA P ORY U CITIES I \V � AN P IVATE TORM 93 EASEMEN B8 \ I ` R INA EA MENT of — WA MR ♦ BJ .HANG ND CA OP I P UC A• \ `4%b \�DLINA TVA ASEMEN `�� 85 / MARKER (iYP) 1 I WA DA USRMM .`1Y. I' PUBLIC DRY UDUTES \� B6 AND PMVA)E STORM ]9 10' SEWER RAIN EA \' ENT n TRACTDRAINAGE EASEMENT ]6 ]i AND PR Y U ORAINA MEN {� 4 ' CITY OF K£NT ACCESS i ORAL AE EAY.AIE �C S \ �t / AT UTILITY,20 5ASMENT 0401091]54 — ' I1 IS' UBLI Nl E"T 55 �A PUBLI SE A WATE DRY nunEs J.1 TRACT T (E j E M i 49 54 i AND RIVALS 'TORM ACT Z BE WMI SETBACKS CANNOT DETENTION / 0 D,RaIN cE EA RECREA BE IWMN 017 Na / POND PRIVATELY 2005040f001154 MAINTAINED AINA ,51 ]4 I Aril MVAIE TORM / 1^ �A� PHASE 1 ABEM Y TRACT C DRNASESASTORM 51 r� A JJ ANOSCAPE DETENTIONL EA- J EASEMENT ]D SE �D— ' A/} EC. 1810 E1'1 i LANDSCAPE\\ POND MAIN ALINED Y x 1..1 5J PUBLIC SEN£R WATER. DR ummEs `���� 58 n N AND PRIVATE STORM N r PUBLIC STORM / DRAINAGE EASEMENT 44 4J J9 J8 ((� 59 m]0 \ TRACT A \ \ \\ AINAfiE� ASEIAENT % _ I RECREATION J PUBLIC SEVER A140 +. 42 40 �'I 60 69 Q J 3O' ACCESS AND UTILITY `. . / T MAINTENANCE AC ,\ 41 I EASEMENT PER SP416 4 / / r EASEMENT w REC 1610115066 A PUB!/ TIRE A PUBLIC STORM PUBLIC UnLITY MAINTENANCE \\\ ORAINA EM£NT 3] 61 68 I TO BE REUNOU D ANGE NDICATOR DRAIN E EASEMENTE=J-— r-.� FOR ALL PBI✓AIE RON&NlIL \.� \\ \ Q 62 6] I MRKER (TIP) DRAINAGE EASEMEJ- I 15, PUBUO SANITARY Iw _ �UBLIG SEWER SEWER EASEAfENS \ 3: 34 35 36 y / \ J SE NSITAi AREA WATER, DRYU \. ryp 1 y 63 1 1 AND PRIVATE STORM —� ) 26 PUBL SA TARY 3 66 / PRIVA' STORM i .� DRAINAGE EASEMENT ORAINA EASEMENT SE R M IEIEN HLE 1 ' PUBLIC — �� � W DRY UnUBES A D PRIVATE STORM / --��� � A�1C"AP7'811ITgGi �.`► I AINAGE EASEMENT ' _ AND PRIVATE ACCESS ` /�. / I AND STORM DRAINAGE PUBLIC S P//A 3 TORM\ DRAINAGE EA ENT 1 ' PUBLIC SEWER 8 9 )0 it 12 13 14 15 ib p 18 19 10 21 22 23 14 25 26 2] 2B 29 30 31 JP \ WATER, DRY STURES 10' POWF EA ENT 0' P R SEME T I CT O / AND PRNATSTORM DRAINAGE EASEME IC STOR { RECREA'RON` q N REC. N0. 8]2 10' POWER EASEMENT REC N0. 6084182 \P SP. & L EASEMENT PUBLIC SEVER -� ---- REC NO 61J7120 WATER. DRYUnunEs �—---�i�� Z —'� — — •—L.----„—_,—' —_ SCALE: 1"= IW AND PMVAM STORM ------ — RIGNT TO MAKE NECESSARY DRAINAGE EASEMENT ' , IJ 0 60 Im i10 SLOPES ALONG THE WEST LINE Sk20' POWER EASEMENT RIGHT TO MAKE NECESSARY RIGHT TO MAKE NECESSAR RIGHT TO MAKE NECESSARY py]p OF THE EAST 30' OF THE S 112, N 5 OF S. 191 OF EAST 20 SLOPES ALONG THE WEST LINE ROPES ALONG M£ W£ST LINE SLOPES ALONG ME WEST LINE I F^ S 112, SE 1/4, NW iA SECTION 4 REO NO 60372M OF ME EAST 30' OF THE NORTH 130' OF THE EAST 30' OF THE N 112, OF THE EAST 30' OF GOY. LOT 3 REC NO. 7501270237 OF THE S 112, SE 114, NW 114, SECTION 4 SE 1/4, NW IA SECTION 4 RE6 NO 7409040401 REG. NO 74123OW187 REC. NO. 7409040402 I I RECORD DRAWING CERTIFICATION: THESE DRAWINGS CONFORM TO ME CONTRACTOR'S CDNSTRUCnON RECORDS. PROECT REF.• FAC06-0018 BY DAT' nnE/POSInm CONRRMED BY ME CITM DATE PRO,ECT REF.' FAC06-0018 MESS PUNS ARE A 1?0VE0 FOR CONFORMANCE WiM ME CITY OF AUBURNS ENGINEERING DINSION REQUIREMENTS. APPROVED Br DAIS APPROVED: FRONTAGE IMPROVEMENTS FOR 1247H AVENUE SE, 1187H AVENUE SE, SE J04TH STREET AND SE 2887H STREET ARE SHOW ON A SEPARATE PLAN SET SUBMITTED TO KING COUNTY. /Ti' 00 <Ii� l'Ly1J M. NE 16NaN, V/APN91t878 425.821.8/40 A]SRIdMt a. W]OA90MW MM \JN� jv�wjoleanwr.,aonip" 40 VERNA Q 2 y Q 3 Lo U J J ' M o O Q cl, ci 2 � uj V OW U. ca Q U k 0 G l�-Ry Z 3��5 q yS y N CQ � oto o�C 707J-;ffr47"Vr.VM4 PROJECT MANAGER RO6ERT E WAM/S K6 PROJECT SURVEYOR WYE f£WE JL. PE PROJECT ENGINEER .ERfRY L COX ASU PROJECT LANDSCAPE ARCHITECT F@ST SUBMITTAL DATE: 7128106 SCALE: 00n:1 -f00' M-.N/A RIM NOT VAWD UNLESS SIGNED AND DATED JOB NO. 03-094 SKEET NO. 750F 76 02007 TRIAD tj oil yA N 425 425 PROPOSED c _ LF2s m 400 M WALL (5) Iz• sB A 450J20:MEX. 450 PROPOSED FULLY REINFORCED R EN GAS 8 WA NSS N O n N N WALL (6) m 450 450 PROPOSED F UY 425 REINFORCED R EX OAS • SD h EX 8' WA EX 6" SS -FM r SS b y b V O WALL (8) 425 425 PROPOSED CA$ 400 omINM WALL (9/ PROFILE SCALE 1 = 40 HORIZONTAL 1 4' lER7/CAL PnRTInN OF W 1/9 OF CFR TI(1N d TOWNSHIP 91 N RANf;F 5 F W M AS 25 00 WA WALL (10A) PROFILE SCALE 1 "= 49 HORIZONTA 1^= a' v1-RncAL " WA WALL (1f1 400 NI 425 h, 25 PROPOSED N�oY RERE/NEAP 4' SD b b W Y1 h h h WALL (15) PROFLE SCALE 1 "= 40' HORIZONTA 1•= 4' veRncAL 425 425 PRQWgO cA.sr— Puce wAu 400 IY 50 wA M M WALL (21) q h O M 425 425 PROPOSED CAST- - Pucr wau400 400 b N Q ^ O M rqj WALL (22) r i 425 425 PROPOSED CAST-1 PLac£WA —1r so 400 400 O M WALL (25) Lm lEaZww-Rp9r— a, WALL (281 PROFILE SCALE i"= 40' HORIZONTA 1^= a' RncAL 425 AI 25 PROPosm cost— Pucr wau 00 Sa 55 O b a g WALL (271 MAD I W tEx. 2' n M M b bl 450 450 PROPA4D ViRA 425 425 N WALL (29/ EX 2- M ry b M O M PROFILE SCALE I"- 40y HORIZONTA 1•= 4' v>=RncAL QC 2 O W U Q i y Q 3 Q 1 J NN 2 � Y ` j v, V Q ti w U. W o U ry z� FNOIeLT IlexdcNN aaeLRrE waus as FxaeLT su"ceroN RDYE LEIME At. Pf EDN PROI8IT INcN7®t A!fif1PYL COX, ASU PRDJNI,4 L9NDSCdP6 ARC®DDCF FDtST SUBYfFfAL DATE: 7/28/06 SCALE: 90n:1 FAO' 11ARRIa1 0-4' Sldl@ N07 FdWD UNLESS SIGNED AND DATED '°B NO. 03-09cQ4 N6Bf SNO. 760E 76