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HomeMy WebLinkAbout05D1868PORTION OF THE SE 1/49 OF THE NE 1/4, OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. IEM DESCIIIIIIIIi I I II I I II PARM A L-------- THE NORTH HALF OTHE �T THE THE � a T SOUTH HALF T SOUTHEAST QUARTER OF1N NORTHEAST QUARTER OF SECTION S, TOWNSHIP 21 NORTH. - I I I RANGE S EAST, WLLAMETTE LEROAN. IN KING COUNTY, 41 I N LW1C M ,/2 E 1/2 1 ZZ I I WASIMICiO1. O WE 1/4.Mrfill,. I I I PARCEL ! I I I I . BE BE BE m 0 0 0 IB a OR BE... min 0 0 01w.H I 4 i I 0025 THE SOUTH HALF OF THE EAST HALF OF THE SOUTH HALF OF EX. ,r RUM EAq[xr THE SOUTH HALF OF THE SOUTHEAST WM70 OF THE - - NEC I� 4NMIME I I NORTHEAST QUARTER OF SECTION 5, TOM90P 21 NORTH. I --- -- Ir------------------- :----- - --- - RANGE WLLAMETTE MERIDIAN, IN KIM COLA O 0270 .I I tA- - T. I � ` THE NORTH HALF THSTTEOF THE ORTHEAST Lxw NCES• QUARTER OF SOUTHEAST NORTH SECTION-- - - - _ URR1711W. AL E 1/2s 1/2. s I I s 1/1 BE , NE 1/4. 1 r- ---- ---- t. . - TOWNSHIP Zt NORTH. RAMIE S EAST. NILLALNEITE M�IAN, IN I ■ }�_5 KING COUNTY, WNGTO?t Y1 F C w L w �1y�� ,' N I EXCEPT THE EAST 30 FEET T EREOF CON%EVED TO K04G ' - - - - - ^ ' ■ I 1 .. - NF'OW IF U6 E 1/111. s ,/2. COUNTY FOR ROAD BY DEED RECORDED TINDER RECORDING I %. ■ ' - 1 N ` ,/X ! 1/4, HE 1/4. MLOMKR 439188; sce F21- AND EXCEPT THAT PORTION LYING WITHIN 12TH AVENUE SE. 1 I I 0 15 ■ 1 BB�EO ■ I - N RA[. S 1/2 E 1/2, I BASS OF BEARINGS SCALE 1' 60' ■ 43 "_< ----- 3 i/4 .W C. I1 1/2. It 1/s - - - - - - - - - I �RECORD OF SURVEY RECORDED VOLUME 78. OF SURVEYS, I § j------------- L�}O --_■ I PAGES 272 AND 272A O C�IDENC - -f-- ---------1. R. - it ---------- AI ' • �' :::;.: ' • 'i •Y ' y Alli33 [SWAM- -^-- --- - -- ■ _ _ I E T - - - DA7W RE No. ni } TRACT it + I ■ H ■ 1. ' ;1fwK•1 O - NAw AB - - - - r 'II- - - - - ---- - - - - - -- W j I 011IPACH i BENCHMARK 13�0 30--T __- 1111111 l/ 1 0026 W ; TACOMA -RAVER N0. 1 do 2 uml00�loa� I e I KING COUNTY WOO SHRUG* CONTROL FONT /T F 001 0 i ■ v' ■ - -- -- -- I r--- ; 2' / Y WOOD PLUG N Y IRON PIPE SET RUSH WI7M GRADE. �... T. . * *..... K LINE. N ,/t N 7/s ■ ■ 13ONNE-VILLE TRANS. LN ESMT I E 1/4 CORNER, SECTION 5 ELEVATION-{}7.87 ■ I I i' i 1 ■ POWER Tlwls..\ 1/4. WE 1/4. sm 5-21-s ■ ■ TAC04A - COVINGTON SEC. - • W K FENCENCE 7 s. r ME raa -----�1- ■ ■ I ONIIER a.811 1 n N,INrFCM s• T��Ls I ' tl...l�■BWBI.....B)tltl.a. r� 18LaBB.BB.w.R�1.. .��. '- - -. - ---- AUBURN c ■ II I i--_----------'--- - ------ TWIT( ME ■ s'EE,l71E ....... ....L ... .......... _. 4 ------ 15220 CEDAR GROVE ROAD ■ ,"`_-- VI 1� ZCRc-- ----- I __� - ■ FENCE 14 27 ISSAOUAH. WA 980 - •�pp,A� - ----------�-- ■ I I ' , ■ I f�1/I��1C�T/�A s 7wE ■ _ *■ TACOMA - CRAND COULEE NO It 1n I I { II' ■ - - OPEN BPACE/IEC. DACE/ rf>Na ■ ■ _ - - - - - I r ENGNIEER/Sl1RVEYTOR : ,/a �Ec a/s I I H'i, 111L1TT OOF OR ■ mom, . I - _ - '` ■ I FfV K ■ j tRAIO ti'� R ; �.p. ' BAIMA h HOIABEM'w INC. ■ - I 1 I'' - -� - ..� ORI'EWA, asa Wn rt. EX. 09 nMr. I I 100 FRONT STREET SOUTH NEc NaNn ETBEBIN24 �� � ,9r� i ISSAQIAH, WA 90D27 (425) 392-0250 10 BE I ■ ■ I ; IL LIEN 1/i, N 1/z ----�-' -- -f ■ _ JOINT USE DRIVEWAY 131170 ! 9 2 ■ C , 111 i 5 6 7 8 ■ TR4T F; I 11C. 111_ _ 1E1i1Wo 'K Q R.. wal- I � 1 1I, .� s B 5 6■ I �1 RAIL ■ i I I 11 Wy ■■3 -- J Lo 4 - I ■ , -t \C),y..) I' ' - I 9®roa12 ; aMIND 9a.RfootTXAND tIr l \ low BY qR' LOAN Erlw�NU 43 r. 14 L 1 ■ ----- ■----_-- rBAA Om15 ■ I W I i+ ' '! I ■ I I I UHL " N 1� i °TELLS � ■ / _ � i 1 ME t/4, SE -----■j''! 0 ',' I ,i� ; I r. `- I�------- I 66 I r_ �...................�1■i r7ft*ZT �AIERI j ■_ I I I ■ I I I 56 I Ill All I I --rui-Li ;! O I 58 I I I ■ � I II I ,, ■ I 62 I I I I I I I i I 'w._ ■ - - - - - - - I GENERAL NOTES I I I 14■I ;I I I ■ I I I I I ■; 1 ' I 1 ,t .s ■ O I 1. THIS DEVELOPMENT PROJECT SMALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND I ■' I �� i i "`�"� ■ 57 I I BE IN ACCORDANCE MTN THE APPROVED PLANS. ANY CHANGES FROM THE MPROVO PUW NOTE ____ f,014Q I �I r ■ I WILL REQUIRE APPROVAL FROM THE OWNER ENGIMEER AND THE CITY. STREETLIGHTS FOR 112TH AVENUE SE, SE 296TH STREET, AND 114TH -- --i ,r aim I ; 2. ALL wCMMVMW AND MATERIALS SHALL CONFORM To THE •WASHINGTON STATE I I I I ■ � ■ LATER DATE. STREET LIGHT 1t I i� u I ■ �__-_____ I / DEPARTMENT OF 1RNISPORTATON (WSDOT) STANDARD SPECIFICATIONS FOR ROAD. BRIDGE. AND INSTALLATION MUST BE COMPLETED PRIOR TO I I I ■ , i I ■ i I MUNICIPAL CONSTRUCTIOl MTEST 2000 EDITION). EXCEPT WHERE SIRPLEIOIIID OR MODIFIED „�..., _�. _. ANCE OF SIDE SEWER AND WATER METER PERMITS. ( BY THE CITYS PROJECT SPECIFICATIONS MANUAL, AND THE CITYS STANDARD CONSTRUCTION I I I ---- J ;! " ■ I I DETAILS MANUAL COPEE S OF THE All DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE ^Bpi I I 1 I ■ DURING CONSTRUCTION. I ■I S 13 11 ------ 3 A PRE -CONSTRUCTION MEETING SHALL BE REOUIED PRIOR TO THE START OF ALL r �r 0 0 f ;I ■ CEECN STRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A - -� {`� 1' ) ■ CONSTRUCTION SEQUENCE ■ - I I. I 4. LOCATIONS SHOWN FOR EXISTING UTILITIES M ARE T BE SHOWN THE CONTRACTOR IS 1111E - - - , I - , ■ CAUTIONED THAT OVERHEAD UNITY UNIS MAY NOT BE SHOWN ON THE DRA4wO5. IT SHALL _. _. " ■- BE THE CONTRACTOR'S RESPONSIBILITY MINE 7HE TRUE ELEVATIONS AND LOCATIONS OFTY TO DETER -'•-•-. 1. SCHEDULE PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN 1cc Q•� f.. ■ TRFF N FCFNf) ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY ROUND FA UTILITY 1wES DlM1B1CATON. LOCATION NA/b(BIG AND Ii5P0/151BEJTY FOR, UDEIIOROLRD FACILITIES E78EN '�%�(/f7 2. CONSTRUCT EROSION CONTROL PER KING COUNTY REQUIREMENTS. T - 1 I - ♦ - - - - OR UTILITIES, 8 GOVERNED BY THE PROMSKINS OF CHAPTER 19.122 REVISED CODE OF 7� -SEE PHASED ENGINEERING EARLY START PLAN. ■ i I ■ ,"'PR WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CALL 3. CLEAR AS NEEDED FOR WATER/SEWER CONSTRUCTION. ■ u ■ ONE -CAL (1-9010-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER. STORM THESE PLANS ARE'^S-9 11 4. CONSTRUCT WATER/SEWER LINES. - - f - ■ SEWER GAS. POWER, lEL1T4H1OE AND IELEVISIOI). )V I � ■ AND tME INFORMAi i„^ t+A'N 5. STABILIZED SITE. ■ 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAMM ACCURATELY REFLECTS LAIS_• :l ■ ■ MATERIAL TO THE SITE SMALL BE SLOMTTED TO THE CITY FOR APPROVAL IF THE CITY FIELD CONDITIONS AS OF THIS BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK. HAULING MAY BE Ul TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES DATE:. ■ I .� E ■ 6. THE CONTRACTOR SHALL DE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS ImuApm All H' wwR-47`;i 114v (ID1 O I 1 ■ All PROJECT. PRIOR TO THE START OF WORK. ALL METHODS AND EQUIPMENT USED FOR TRAFFIC I ' CONTROL AND STREET MANT04AHM SHALL BE SUBMITTED TO THE CITY FOR APPROVAL sE TH sT SE 286TH ST SE 1, 871H S7 SE TH ST SE 2901H ST R VER PL a 3RD ST SE 292ND ST IX AUBURN ■ 2GBTH i REGIONAL o CALF COURSE � n 8ZISITE SE 304TH ST 8 b( �■ bl Jy, < n SE 30BTH VICINITY MAP 1 - WATER/SANITARY SEWER COVER SHEET 2 - 112TH AVE S.E. WATER/SANITARY SEWER PLAN/PROFILE 3 - S.E. 296TH ST. WATER/SANITARY SEWER PLAN/PROFILE 4 - 114TH AVE SE. WATER/SANITARY SEWER PLAN/PROFILE ' ■ CONTRACTORS AID THEN SUETY SHALL BE LIABLE FOR INJURES AID DAMAGES TO PERSONS RECORD DRAWING CERTFICATON PROJECT REF: FAC 04-0013 ■ I ■ AM PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CE CONNECTED THESE DRAWREGS CONFORM TO THE CONTRACTOR'S - T - - ■ 07H THEM. C&II NOTE: CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE L ■ l I ■ 7. ACONSTRUCTION SURVfYNC FOR EXTENSIONS OF PUBLIC FACIUTES SHALL BE DOE UNDER V WITH THE CITY OF AUBURN'S ENGINEERING DIVISION 2 ■ I I ( ■ THE DIRECTION p AA�TON LICENSED LAND SURVEYOR OR A WASHNGTON LICENSED EXISTING UTILITY LOCATIONS SHOWN KKON ARE MPROWMATE ONLY RE Ts b�O� yq�BY: i%�i D1�_ CP �s�O4 ■ I I, 7 I ■ IT CT V R T THE AMCONTRACTOR'SHORNNT L LOCATION OF A DETERMINE THE EXACT VERTICAL; AID HORIZONTAL LOCA710N O ALL E70511NG 11IDER- ■ - - - - - - - - - , - - - - - 8. CERTIFIED WLAMNGi ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE OTYS Dj gs GROUND UNITIES PRIOR TO COMMNGENOCONSTRUCTION. NO DATE: I I APPROVED BY: -� fI ' HEREON. REPRESENTHEE ENGINEEER ASSSSLI ES NO FEXISTING UTNJ71ES OR UTTIIUI�TES L t(t 7(t. I I I I I ■ 'RECORD CONSTRUCTION DOCUMENT' HANDOUT. TTLE/POSITIOW _-y -Ilp_(•-- _ A ---- YYii .�� ,........N! • .Mlt!! NOT SHOWN OR UTILITIES NOT SHOWN N HEIR PROPER LOCATION. CONFIRMED BY CITN Zl '-s--_ DATi DATE APPROVED:-- y��----- FWV ioVOV CALL BEFORE YOU DI.`. 1-80O-424-5885 W)I"I- U w N W Ix U a (� m m } a a I- Z DAZE 2/a/Rs An NajQ0*=q2L_ DOUR 1 HOD/-020 6 1 >� 4 OSDI F 0 NEW t - -r • —r —r —r • —r —r —r —w —• PORTION OF THE SE 1/4, OF THE NE 1/47 OF SEC. 5, TWIN. 21 N., RNG. 5 E.9 W.M. ass .5 104 �• DOT. PVM'T I r " 3.5' TO BE DEDICATED TO KING COUNTY FOR ROAD PURPOSES tl�C CONCRETE SIDEWALK IIlp�lj111"' Illlllllml w�rD. VERTICAL am & wN■� GUTTER COMP. DEPTH �• IIIV IIIIIIoIII' ASPHALT' �= IIIIII . REQUIRED �7REA NA C�ONd�S(S .Oa � 0214.03) SCALE 1" = 30' ROADWAY SECTION 112TH AVE S.E. (URBAN COUZCTOR ARTERIAL) Ir CONC. $SWAN/ 412-59 NTS _ • j- My-4]y,]0 TYPE ' 5WRT E%. SS RI 412-58 STA 9+34,5RT 530 RIM-435.5) 12' lY PVC 12' OOIC RISE-NIj7.2i 4 9 INV-424.81 (B'PVC-N) ( W-410. WV-4n= (MATCH PAMNG) INV-424.81 (B•PVC-E) 0• p - — — — — — — — — INV=424,71 (8"PVC-S) //' L-- --- .a—.— _ — — . .-z --- -- ---- - 47t - - - - - - - - — — — — � — —n blit�r—• !!-1t��) 1Mr4� . =AAl �6—"-1� ——r -- r— I Er M=�TD D.e)vSTA. 4+11.p_m ""�'E �M�"""'iO 42-62 f�f•04 OI� I1NgrM6rN 453.11 1-54" COeBr 10 CORING VALVEgA. j�� 5 _ CDNv-4sais/,25 I 70MouNimw wws"wA m�EXTENsaW O l}f j�j : s_12- WAIM -An III AM TPWA10 � mar s(a1c m I I � I I I I 480'------- - --___ o�wr r WIN R— — NWAff 1 WATER / 2C5E•-i�RDrESTFELL SLEEVE N UNDER 60' MO YM.TER PPE Ur M 80011106 ro OF OVER PIPE ATTACH 9lEEWE 10 1v/ M KEEP OUT DIRT 146'r•r PVC SDR3s C•0 1a ��430If3of, 420 4+DO I I I I I I z yg d� I — — I — — — — - — — PVC J6PW1tAi --------r----w- -1. ——w r l ----r-- --r__---------r--------- - - - - - - - - -- 12' DL vain 10 STA. 6+156 SIRT 11 --->,u/-��s--(MA,TaN ►AWWq �3s�3.•°r�Ibb`®L 0�ImI I yTI- I �\ 1 I (f)QQ � lCQ N10I 10 � ------(i `o CD �N I - — QLO I W I I I � cd ------- �'P I I ------- I ------- I h �`m0 Im ----- TYPE I-W STA. 4+11. M 011AWN PAVINQ 'IT ■w4sat ¢3y-•o4 Mtr41QM 33. 4 0, 3E PLANS ARE "AS -BLit T" THE INFORMATION SH, VN JRATELY 74EFLECTS EXISTING D CC N D i' IONS AS OF THIS �:.11fu/off Il/ � LTAM YHUPE H0LM8ER0 Pro 11332 W e w - ;3161 �ft"5 • 112TH AVE S.E. 1•-30' HORIZ. 1•-5 VERT. L 412-59 E 1-46' - -mPAVING) w (5) 4 z NOTE 1. SEWER PIPE SHALL BE PVC SDR35 OR SDR21 AS SPEARED (13.5' MAX. PIPE LENGTH) 0190'�, ! PVC ♦%Am . Ex SSIH O Mw4twm a �EM.424.81 E iP^4$471 I I I I I ')' ,, I I I I I I 5+00 7+00 8+00 9+00 10+00 11+00 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 04-0013 Call THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE before Yo11 MG EXISIUTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY WITH THE CITY OF AUBURN'S ENGINEERING DIVISION IT SHALL 9E THE CONTRACTORS RESYONSOUTY TO DETERMINE THE BY: 110., )RAlJ ___ REQUIRE NTS CP *fir/4 EXACT VERTICAL. AND HOPUMTAL LOCA71O1 OF ALL EXISTING UNDER - Dig. GROUND UTIUTIE5 PRIOR TO COMMENCING CONSTRUCTION. NO DATE: _ RIFRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN APPROVED BY: p IEREON. THE DOWER ASSUMES NO RESPONSIBILITY FOR UTIUTIES TION: F iwffA•' 1-000-42�SHOWN 5555 NOT SHOWN OR UILJM NOT OWN IN THEIR PROPER LOCATION. TITLE /POS ---- Q� CALL BEFORE YOU DIG. 1-800-424-5555. CONFIRMED BY CITY•_ DATE:/ DATE APPROVED: UNDERGROUND SERVICE (USA) - mmmmwmmm 11118881 Immummom z Ir WIL-am ~ J J Z a N N W 2 w * �o cW 3 o a Lj a N Z Q m m as a a N LLI Llwx U O 0 W IL VV)) DATE 2/4/03 JOB NO.1004-020 DWG NO. 1004-020 SHEET //�jV 12 OF/�� (4 V V pwa PORTION OF THE SE 1/4, OF THE NE 1/4, OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. 4 !�{ wrA MaO I - l3HKt3 WIKt 11 1/"1V 1 V F R 0 TRACT A FENCE I •� _ c w o I a-°i'"oI TOWER .SEi�'311IVE AREA► g— 112, P� Co ' M WA 7v " �1Q OPEN SPACE/REC. SPACE/ ' 62.5 r! AIIEE p�.a+�,_� W/ TNEATi `DCXIIO �:S JfiL I r GA,E VALVE 1-r CA, � I 4 4 19 m (q 2 Z 21-5 I + II ® wnAURT ® (M1¢ WATER LINE V 1 ICI 1 1 COf1r1R./�/1 1 x PEA Caw spa � IMAM-r VALVES TRACT K wETL OM IF 1/WWI87 ■DO01q _ _ INT USE DRIVEWAY 6,54C ca.wE w I 1 �• B !2 Am/vAc VALE - ruF caA tw,e►-�e ,° ImvR I i y 460 460 �— IIIIINITAM I I I I; v r 4 TANas to N ERLINE -10 � YL6 -sm oErA �1at�— I SSMHf 41S SI ' 0. .+ • + -� 1 L TYPE Hi• O S32 r 9� A-Oi01. s°wl I i I ---- --- — \ a (W PA I I .I h �� •I (�rPUC ![ I to Rq wl N N a 'I31b��Ir N� #4� !, y�o g« Uvm • p = .o srA aEax (ie s81N �f 33 91 t I I I r — — { _ ±� �� s M•L TY► I TRAC J st�� R srA o+ao (11acr R; I OU ft�%� R '� STA +1 (1141N AYE SE S * oSf ' = I I �'y r I � �S/4• Mta M1M � ` � I j � Aq I �g� S 411-M I S�'A ry i.i w 170 I I I ; ,1m SERVICE DINT USE DRIVEWA�' ,/4- VA. I•,EN � (� A�+ ,� I' I II I i " I I . I IWALAme A,lm Ewa j C0.A 7A Di M1Ft4 1 2 I I 8 TRACT F I1 �� REC. SPACE TOT LOT 10 I ; I I I►+v:35,IQ� I A 5' TEED. - RAIL ENCE ! � — — z V 150' VC 150' VC ¢ y _ Mp1 POINT ELEV - 457.55 n j; i pppm 1 HW11 POINTS A - 3+5&62 A w - _ - I NOTE z PM STA - 5410 PIA ELEV - 457.00 ^ /. SEWER PIPE SHALL BE PVC SDR35 OR SOR21 PN ELEV - 45Q00 n 100 VC + I AD. - 2.0067 8 n AS SPECIFIED (13.5' MAX PIPE LENGTH) -1 M a A.D. - 6.1067 K- 7 .7506 n n R R&+< „Y� M + K - 2 .5633 - - - �' + LOW POINT EIEV - 453.56 -- - �o W ii CIE SCALE 1' 30' LOW POINT V - 44Q22 ; R aROAD m PN STA - 6+00 Y ; C PIA ELEV - 452.89 G G LOW POINT S A - D+55.32 ^ "� (/l1�' A.D. - 4.6685 4 E O n PVl STA - 1+00 ��GI�, , PN ELEV - 447.12 SF7•' AN tY 4r IN "DIAYE K - .4207 i O AD.-z L rt ■ K Rfll11Y CRIDIIIIIIIING116 M. L -SEE DEFAL IIIEUIW FOR M 1 AEI tY S MOL CLEARANCE AEE/WA, STA S+7D -8 aTAL QfMMQ M Li VALVE 450 _UILIlyCIEMWIO< M. �- - - P�1 fR -- - - - 4� ¢ tall r MIN. MMMMWrARI 11:" YOTEP/IL C -d ILL > y _ a1�iEL�To. E fE 1- , r IM. aiMMIOE At STA M1Y �. rr TEE GATE VALVE - S-r 1< WRI.WEB - -- - -- - - - a C VIA PE[ N1pNWIT r g mm co.A M DMIL tW4 o/ 11wm EA =48 Lot x r PVC ��s�4 salWx •,.ao8 ,1 VALVEW EE Irmir°n(Muf>J , aiE«r Plc BD1Ra 4 Is WIVq Jr B OWE AN- VALVE 1 loam - - - ' y7 /• 2r-r DAL - PYC - 440 FM NVCRAKT r d Pee cam M ^ U TV ' TVPE I BV JJ _ - STA N6114• S1ET (n '7 9• �5 - - -OMANIN)LE ND. SNV "SNAWTAL ULOW6 W C r$'7f q �jMI-}r ( �SRB♦IT17AF�441sS+rQB'a1�BTs, -S(�pW,TI)/r � ��cy3 A;t•Z.LrLz :. T3p' STA. M1+RB8Q 4Y/ (nMy S omx" rA 430 _ _ __ (Nv. H 55. 8 - - -- - _ w w � U S Q`) - - - - TRACT 'K' '^"4'°'''r l�430 � < � IM.471I0 3.99 I NV' '� 35• �W) S.E. 206TH STREET 1'-30• Hi }^/ 1•-30' HORIZ. ! /.-5' VERT. ! r a 3 Z f n f a n com 0) ff a fa f fY ff f f ff ff Va O f 1 ^ N G W WPO �0�J< J< R/W' 0+00 ¢ 1+`wn, 2+00 3+00 4+00 5+00 6+ �i .� 7+00 1+00 2+00 W �yJ e -'' cY f� N o.s' zs zs THESE PLANS ARE "R s sI�E I2 STORM LI/E AND THE INFORMATION an '.N ; - 0.5 0.6 I 0.5' ACCURATELY rFFLECTS EXISTING 14' 1 r 6" MIN. FIELD C ND: l )NS AS OF THIS lL I4NLO y •, COMPACTED SAND DATE: 1( (//OS arm30 b SIDEWALK 4• CONCRETE I' . = I 2' HICK HIGH DENSITY FOAM BOARD CLEMgUT PER CDA 6• V„ RATED FOR UNDERGROUND USE `g STD. VERTICAL CURB ! DETAIL NO. SEWM-02 21< MIN, TYP. � WILLIAM CHUPF MNLM RO PL8 3m GUTTER TYP. (BOTH SIDES) r D.I. WATER LRIE - RECORD DRAWING CERTIFICATION PROJECT REF: FAC 04-0013 2' COMP. DEPTH CL •r u THESE DRAWINGS CONFORM 7O THE CONTRACTOR'S ASPHALT CONC. pVC I$OTF-: CONSTRICTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE 4' COMP. DEPTH CL 'E" 6 VERTICAL BEND Ca" WITH THE CITY OF AUBURN'S ENG84EERING DIVISION DATE 144 ffi ADDREOITIONAL PEES ON ASO K E � r ME CLIKARAMM bo#W• y' EXISTING STINUTILITY ELOCATIONS SHOW RESP�OKION ARER DE APPROXIMATE ONLY or ��' GG 1 -- REQUIREMENTS CP *-I/O� .� NG,= www CONDITIONS (SEE SEC. 4.02 ! 4.03) DATE: L________ 8• IT ACT SHALL BE THE AND HORIZONTAL LOCATION TY ALL EXISTING UNDER- 1 I�� ROADWAY SECTION I.E. 29M ST. MAN RTTt Dig' GROUND UTILITIES PRIOR ro AT ALL EXISTING ING CONSTRICTION. T1TLEjPOSI-ITTI-ON: APPROVED BY: DUAL GROU D UTILTIE IS MADE THAT ALL EAStiCO UTILITIES ARE j 0� N0. 16D4-� NTB HEREON. 1HE ENGINEER ASSU►IES NO RESPONSIBILITY FOR U TES —_ NOT SHOWN OR UTILITIES NOT SHOVIN W4 THEIR PROPER LOCATION. DATE APPROVED: _�� _-- SHEET CALL BEFORE YOU DIG 1-1100-424-5555. CONFIRMED By CITY• _ _ DATE �� 3 oF 4 N15 UNOOICAOIAO SERNCE (VSA) o" ISO 1 0.5 PROFILE R/W 4ADOMONAL UwE21<4" CONCRETE SIDERMIC�- STD. VERTICAL CURB B GUTTER TYP. (BOTH SIDES) DEPTH CL 'B•T CONC.. DEPTH CL "E" TEATMENT MAY BE REQUIRED DEPENDING ON SOL CONDITIONS (SEE SEC. 4.02 • 4.03) ROADWAY SECTION 114TH 1VE SS. (PORTION OF 114TH NORTH OF STA. 3+303) NTS R/w C 25' 2� 0.5' 0.5' j 14' 14' — n n R/w VANES PORTION OF THE SE 1/49 OF THE NE 1/4, OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. f ` - - � I I OX• iN j LJ _J _J I I LL.I I L I T Q O Yw I IM=3d L------- I Q Z t_— 0 I I I I I ---------- - I H W f-�x�-x_.__■ R o VIA. ON11 I U Z I I I + �' tow I ■�—x — —.—x—■ x ` MMTw awl as t —x X— 1PB1 GB.A R OR. -- - - I . I N W I I AA 44f I I UL B�iMEA/�1. rii MY►tfw..8 I H 1-V IN Ql� I Pm Q.o.A. A OR. wmmI TM. r/ TIWwf tOOIDM .-► i U x y I M�0 � �1N66� ff I I �y Ao j__x ;I*,, R_. I M o.s' NOTE 1, SERER PPE SHALL BE Pvc SDR35 OR Wt21I AS SPEdFIED (13.5' MAX PPE'LEHG7H) I 4' CONOIETE SIDEWALK Tw. (BOTH SIDES) jZ STD. VERTICAL CURB ! GUTTER TYP. (BOTH SIDES) 2" COW. DEPTH CL 'B" 0 5 10 20 >o ASPHALT CONIC. I 4" COMP. DEPTH CL 'E" ADDITIONAL TREATMENT MAY BE SCALE 1. 30" REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 A --' ROARM SECTION 114TH EVE S E. (SOUTH OF 266TH) "IS r LOCATION OF L CONSTRUCTION CEIHERL6E VARES 25' zs' — VARES as' 0., 14' 14' n I n IIIT�� MR CAA T// TBBwt I.. R1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 pop 1 )rI Ir 4" CONCRETE SIDEWALK TYP. (BOTH SIDE$) SRO. VERTICAL Cum • GUTTER TYP. (901II SIDES) 2" COUP. DEPTH CL W ASPHALT CONI 4" COMP. DEPTH CL "E' ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 ! 4.03) 114TH AVE S-Z. (PORTION OF 114TH SOUTH OF STA. 3+30*) MIS 12- STORM LIE 6• MIN. COMPACTED SAND I . I 2" THICK HIGH OENSTY FOAM BOARD I... RATED FOR UNDERGROUND USE F D.I. WATER UNE Call NOTE: Yw•6 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY 7♦��. r _ IT• SHALL BE TINE CONTRACTOR'S RE?WlIOTY TO DE700ANE TIE ��� D•v. EXACT VERTICAL: AND HOR2ONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COUEMONG CONSTRUCTION. NO IITi REPRESENTATION IS MADE THAT ALL EXISTING u11UTES ARE SHOW HEREON THE ENGINEER ASSNES NO P03PONBLLJTY FOR UTILITIES .� ' NOT SHOWN OR UI1UM NOT SNOW IN TIER PROPER LOCATION. a CALL BEFORE YOU DIG I-60424-5536. IIBOIBIDI•O SERVICE (USA) CO I a DO W 4 � z- X W W W IP4 4"2-0 E I-4B' I-r mamw ABaiiiiLy m sw. ML w1 O/ ■mow I I WI of Q U_ ml I I N.. " BI /IBIOtr CAA sTw oTL 116-4111 wow w00/w THESE PLANS ARE "AS-BI_ AND THE INFORMATICN SF';;•NN ACCURATEL`REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: //,�/I�US/ /.. W11JAM SHUPE H�LMBERT.P1S f4Bt RECORD DRAIMNG CERTIFICATION PROJECT REF: FAC 04-0013 THESE DRAWRM CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE DAME Z44A%I w1TH THE CRY OF AUBURN'S ENONEEIMNG DIVt" BY:- -rhwt'-� 4 iN(�------- REQUIREMENTS C.? a/s/c4 JOB � DATE:—L+/ 1las _-- �� ma 1ON1 APPROVED BY:r_ aim TITLE/vosITION:_:6YQiA162"= -- SHEET NX)NFI wm BY CITY: DATE: _ DATE APPROVED: —--- 4 oF 4 <3 ccD j. PORTION OF THE SE 1/49 OF THE NE 1/47 OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. 0 a I I I v I 1 POLE SCHEDULE LUMINAIRE NO. POLE LOCATION POLE OFFSET LAMP/TYPE WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM REMARKS 1 1+86 18.5' RT. H.P.S. 10OW M-C-III 30' 8' SE 29TH ST. 2 3+36 18.5' RT. H.P.S. 10OW M-C-III 30' 8' SE 29TH ST. 3 5+17 18.5' RT. H.P.S. 10OW M-C-III 30, 8' SE 29TH ST. 4 1 4+86 18.5' RT. H.P.S. 10OW M-C-III 30' 8' 14TH AVE. SE WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS Al 2" SCHEDULE 40 PVC 2-#8,1-#8 BARE Q2" SCHEDULE 80 PVC 2-#8,1-#8 BARE 3Q 2" SCHEDULE 40 PVC 3-#2 POWER Q2" SCHEDULE 40 PVC PULL STRING FOR FUTURE USE Q2" SCHEDULE 40 PVC 2-#8,1-#8 BARE 2" SCHEDULE 40 PVC SPARE 6Q 2" SCHEDULE 80 PVC PULL STRING FOR FUTURE USE N. LINE, N 1/2, N 1/2, NE 1/1, SE 1%4, SEC, 5-21-5 O zD 0 10 20 40 SCALE 1" = 40' ---'— --- --- ------- 5' BARB WIRE �3 —_---_ I "-F'ERCE--———————— TRACT A 5' BARB WIRE — — -- `` ENCE OPEN SPACE/REC. SPACE/ l TOWER &2.5' 5' EASEMENT UTILITY CORRIDOR I F o wAE WATER ® VAULT 5' TACOMA WATER LINE -�-- -" _ — — — — -- -- -- — _.-3 +OO 2+00 _ 3+00 S.G. 2%ll 1 ST. 4+00 1 TRAC JOINT USE DRIVEWAY j 9 I 1 2 5 1 17 fill if f III if + r ti. 10 I i 5' RAIL BTEED ENCE I . .� I I i I 3 4 11 Imo' m 5 30' ROAD RECORDING I CONSTRUCTION CENTERLINE ;. _ 1 _TEL - is ITRA` t JOINI - I- \ .__ _. — __ — —. — _ -..._ — — BARRICADE \ - I I S. LINE, N 1/2, N 1/2 ,YGULPDEA I \ NE 1/4, SE 1/4, I 66 f I `'SEC. 5-21-5 LEGEND .-n TYPE M-C-III HPS LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE PER CITY OF AUBURN STANDARD DETAIL TRAFFIC-44. CONCRETE PAD LIGHT BASE AND TYPE I JUNCTION BOX PER CITY OF AUBURN STANDARD DETAIL TRAFFIC-43. ----- PVC CONDUIT (SEE HARING SCHEDULE) ■ TYPE I JUNCTION BOX SERVICE CABINET m PSE TRANSFORMER 0 WIRING NOTE Q CONSTRUCTION NOTE CONSTRUCTION NOTES O INSTALL ELECTRICAL SERVICE CABINET AND PAD AT APPROXIMATELY STATION 5+00, 23' LT. PER CITY OF AUBURN STANDARD DETAIL TRAFFIC-45. O COORDINATE WITH PSE FOR SERVICE CABINET HOOK-UP. O INSTALL TYPE I JUNCTION BOX AND SCHEDULE 40 PVC CONDUIT WITH PULL STRING FOR FUTURE USE. O INSTALL 12' LUMINAIRE MAST ARM ON RELOCATED POWER POLE. INSTALL 250W HPS M-C-III LUMINAIRE AT 35' MH. COORDINATE WITH 'PSE FOR INSTALLATION AND ELECTRICAL HOOK-UP. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF AUBURN CONSTRUCTION STANDARDS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (CURRENT EDITION), AND THE WSDOT STANDARD PLANS. 3 Call before you Dig, 1-800-424-5555 UNDERGROUND SRMCE (USA) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY. A DATE/ s PROJECT REF: EA[ 0 A- 0013 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. " CV �Lj%1 k U) LLJ 12 0 = z LLJ Q 3;: Q O o- z 0 z Z F- ft� Of Q > > Z m m D Q Q J J � APPROVED BY: U W DATE APPROVED: v 0 NOTE: DATE 09/27/04 EXISTII UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY JOB NO. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT OERTICAU AND HOM20NTAL LOCATION OF ALL EXISTNG UNDER- DWG NO. ILLUM.dwg GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSBIUTY FOR UTIUTIES SHEET NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. q 1 OF OV D 1 V (s NOTES/CON DI TI ON S;/D E TAILS: THE PRELIMINARY PLAT OF AUBURN PLACE, AS REVISED AND RECEIVED DECEMBER 10, 2003, IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL: 1. COMPLIANCE WITH ALL PLATTING PROVISIONS OF TITLE 19 OF THE KING COUNTY CODE. N OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT 2. ALL PERSONS HAVING A DES THE TERE C ROPE ALL A DEDICATION THAT INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952, 3. THE PLAT SHALL COMPLY NTH THE BASE DENSITY AND MINIMUM DENSITY REQUIREMENTS OF THE R-1 ZONE MINIMUM DIMENSIONAL REQUIREMENTS TH R-1 NCLASSIFICATION SHALL BEA TON. ALL LOTS SHALL MEET THE PNIMU DI ENSIGN LPLAT, OF E ZONE TT OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. AS PROPOSED APPROXIMATELY 8.39 ACRES SHALL BE PLACED IN OPEN SPACE TRACTS. (SEE KCC 21A.12. 030). 4. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE NTH THE KING COUNTY T ADOPTED BY ORDINANCE NO. 11187 AS AMENDED 1993 KCRS). COUN ROAD STANDARDS ESTABLISHED AND DOPTE ( ) 5. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT. WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.00 OF THE KING COUNTY CODE, 6. FINAL PLAT APPROVAL SHALL REWIRE FULL COMPLANCE NTH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.G4. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWTMH) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW, A. THE STORMWATER DETENTION FACILITIES SHALL BE DESIGNED TO THE LEVEL 2 FLOW CONTROL AND BASIC WATER QUALITY MENU REQUIREMENTS PER THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL(KCSWDM). B. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY NTH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. DOES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS 15 REWIRED PRIOR TO ANY CONSTRUCTION. C. CURRENT STANDARD PLAN NOTES AND ESC NOTES. AS ESTABLISHED BY DDES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS. D. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: ALL BUILDING DOWNSPOUTS. FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS / -----_ ON FILE NTH DOES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATON. THIS PLAN SHALL BE SUBMITTED NTH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS. THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY NTH PLANS ON FILE." E. THE 100-YEAR FLOODPLAN FOR ANY ON -SITE WETLANDS OR STREAMS SHALL BE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT E2 OF THE KCSWDM. 7. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A SOUTHEAST 296TH STREET SHALL BE IMPROVED AT A MINIMUM TO THE URBAN SUB -ACCESS STREET STANDARD. B. ONE HUNDRED FOURTEENTH AVENUE SOUTHEAST (114TH AVENUE SE) SHALL BE IMPROVED AT A MINIMUM TO THE URBAN SUB -ACCESS STREET STANDARD, A TEMPORARY TURN -AROUND SHALL BE PROVIDED AT THE SOUTH END OF 114TH AVENUE SE. THE NORTHERN PORTION OF 114TH AVENUE SE FROM THE NORTH LINE OF TRACT A TO THE NORTH PROPERTY LINE SHALL BE IMPROVED TO THE URBAN %-STREET STANDARD. AN ACCESS BETWEEN THE SOUTH END OF 114TH AVENUE SE AND THE ADJOINING PRIVATE DRIVEWAY MAY BE PROVIDED IF DESIRED BY THE ADJOINING PROPERTY OWNER. IF NOT DESIRED BY THE ADJOINING PROPERTY OWNER, THE FENCE CALLED FOR BY CONDITION NO. 16 SHALL BE CONTINUOUS ACROSS THE SOUTH END OF THE TEMPORARY CUL-DE-SAC. PRECLUDING ACCESS BETWEEN 114TH AVENUE SE AND THE ABUTTING PRIVATE DRIVEWAY UNTIL SUCH TIME AS 114TH AVENUE SE IS DEDICATED AND CONSTRUCTED TO THE SOUTH. IF A PROVISION FOR ACCESS TO THE ABOVE SOUTH END OF 114TH AVENUE SE FROM THE ADJOINING PRIVATE DRIVEWAY IS PROVIDED, IMPROVEMENTS SHALL BE APPROVED BY DDES. C. FRONTAGE: THE FRONTAGE ALONG 112TH AVENUE SE (EAST SIDE ONLY) SHALL BE IMPROVED TO THE URBAN COLLECTOR ARTERIAL STANDARD NTH PROVISION FOR A BIKE LANE. D. THE ACCESS TRACT SERVING LOTS 3 AND 4 SHALL BE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS LOTS 3 AND 4 SHALL HAVE UNDIVIDED OWNERSHIP OF THE JOINT USE DRIVEWAY AND BE RESPONSIBLE FOR ITS MAINTENANCE. C MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED IN ACCORDANCE NTH THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS. & ALL UTILITIES WITHIN PROPOSED RIGHTS -OF -WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 9. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY NTH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS). BY PAYING THE REWIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN. THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS. "AL FEES REQUIRED BY KING COUNTY CODE 14.75, MITGATIOH PAYMENT SYSTEM (MPS), HAVE BEEN PAID.- IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. 10. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WIHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL FIFTY PERCENT (50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING. USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELUNG UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE, 11. THE PROPOSED SUBDIVISION SHALL COMPLY NTH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PERMANENT SURVEY MARKINGS AND SIGNS AS SPECIFIED IN KCC 21A.24.160 SHALL ALSO BE ADDRESSED PRIOR TO FINAL PLAT APPROVAL. TEMPORARY MARKING OF SENSITIVE AREAS AND THEIR BUFFERS (E.G.. NTH BRIGHT ORANGE CONSTRUCTION FENCING) SHALL BE PLACED ON THE SITE AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS WHICH APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT, THERE ARE FOUR WETLAND AREAS IDENTIFIED ON THE SITE. WETLAND B IS EXEMPT FROM THE KCC 21A. 24. REGULATIONS. A WETLANDS A AND C AS LABELED BY THE ALTMA14N STUDY ARE CLASSIFIED AS CLASS 2 WETLANDS. CLASS 2 WETLAND(S) SHALL HAVE A MINIMUM BUFFER OF 50 FEET, MEASURED FROM THE WETLAND EDGE, B. WETLAND D IS CLASSIFIED AS A CLASS 3 WETLAND. CLASS 3 WETLAND(S) SHALL HAVE A MINIMUM BUFFER OF 25 FEET, MEASURED FROM THE WETLAND EDGE. C. THE WETLAND(S) AND THEIR RESPECTIVE BUFFERS SHAH BE PLACED IN A SENSITIVE AREA TRACT (SAT). a BUFFER AVERAGING MAY BE PROPOSED, PURSUANT TO KCC 21A.24.320. PROVIDED THE TOTAL AMOUNT OF THE BUFFER AREA IS NOT REDUCED AND BETTER RESOURCE PROTECTION IS ACHIEVED. SUBJECT TO REVIEW AND APPROVAL BY A DOES SENIOR ECOLOGIST. E. A MINIMUM BUILDING SETBACK LINE OF 15 FEET SHAH BE REQUIRED FROM THE EDGE OF THE TRACT. F. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE NTH THESE ITEMS PRIOR TO FINAL APPROVAL: A FOUR -FOOT TALL SPLIT RAIL WOOD FENCE SHALL BE CONSTRUCTED ALONG THE EDGE OF THE SENSITIVE AREA TRACTS A. C AND D. THE FENCING NEED NOT BE ALONG THE ENTIRE BOUNDARIES OF TRACTS A AND D. ONLY ALONG THE COMMON BOUNDARIES OF THESE TRACTS AND THE PROPOSED LOT 14. ALTERNATIVELY, A FENCE CAN BE PLACED ALONG THE SOUTH BOUNDARY OF TRACT D AND CONTINUED ALONG THE NORTH AND EAST BOUNDARIES OF LOT 14 ADJACENT TO TRACT A. FENCING DETAILS. CONSTRUCTION AND LOCATION SHALL BE SHOWN ON THE ENGINEERING PLANS FOR DDES RENEW AND APPROVAL. THIS MITIGATION IS INTENDED TO REDUCE DISTURBANCE WITHIN THE PROTECTIVE BUFFER AND ASSOCIATED WETLAND. G. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE. INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION. ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT DE DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW, THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING. GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REWIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 12. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT NTH THE REQUIREMENTS OF KCC 21A.14.180 AND KCC 21A.14.190 (I.E.. SPORT COURT[S�CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[SJ BENCHES, ETC.). A. AN OVERALL CEPTUAL RECREATION SPACE PLAN SHALL BE SUBMITTED FOR RENEW AND APPROVAL BY DOES. NTH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL INCLUDE LOCATION. AREA CALCULATIONS. DIMENSIONS, LANDSCAPING AS REQUIRED BY KCC 21A.16 AND GENERAL IMPROVEMENTS. THE APPROVED ENGINEERING PLANS SHALL BE CONSISTENT NTH THE OVERALL CONCEPTUAL PLAN. BECAUSE THE SITE IS ADJACENT TO AUBURNDALE TWO PARK, THE APPLICANT SHALL INCLUDE A PEDESTRIAN EASEMENT FOR AN UNDEVELOPED TRAIL ACCESS FROM 114TH AVENUE SE TO THE PARK SITE AS A SEPARATE RECREATION TRACT. B, A DETAILED RECREATION SPACE PLAN (I.E.. LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) CONSISTENT NTH THE OVERALL CONCEPTUAL PLAN, AS DETAILED IN ITEM A, SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES AND KING COUNTY DEPARTMENT OF NATURAL RESOURCES AND PARKS PRIOR TO OR CONCURRENT NTH THE SUBMITTAL OF THE FINAL PLAT DOCUMENTS. C. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 13. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF DOES WENCH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TRACT(S). 4 T TREES A PROVIDED F KCRS 5.03 AND KCC 21A.16.050: 1 STREET EES H SHALL E O DED AS FOLLOWS O (PER ) A. TREES SHALL BE PLANTED AT A RATE O ONE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. B. TREES SHALL BE LOCATED WITHINCO THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING - THE 1 KING COUNTY ROAD STANDARDS UNLESS KING COUNTY DEPARTMENT OF NO. 5 009 DE E 993 O1N T TI RAIN THAT TREES SHOULD NOT � LOCATED IN THE STREET RIGHT-OF-WAY. TRANSPORTATION KING U ON DETERMINES C. I KING COUNTY DETERMINES THAT THE REWIRED STREET TREES SHOULD NOT T LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT -Of -WAY LINE. D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINK RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED "THIN THE RIGHT-OF-WAY, AND SHALL NOT I POPLAR. COTTONWOOD,SOFT MAPLES GUM ANY FRUIT -BEARING TREES OR ANY OTHER TREE OR SHRUB INCLUDE OTS WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE NTH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERING PLAN APPROVAL. G. THE APP SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETERMINE IF 112TH AVENUE SE IS LICANT SH L ON A BUS ROUTE. IF IT IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO N R POSTED RI METRO. H. THESTREET TREES MUST BE INSTALLED AND INSPECTED OR T PERFORMANCE BOND POSTED PRIOR TO S EE EES RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED "THIN ONE YEAR OF RECORDING OF THE PLAT, AT THE TIME OF INSPECTION, IF THE TREESTHE ARE FOUND TO C INSTALLED PER THE APPROVED PLAN. A MAINTENANCE BOND MUST YEAR. SUBMITTED OR THE PERFORMANCE CE B REPLACED WITH A MAINTENANCE ES H AND HELD FOR DINE YEAR. AFTER ONE YEAR, DE MAINTENANCE BOND MAY BE RELEASED AFTER DOES HAS COMPLETED A SECOND INSPECTION AND E DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY AND THRIVING. I. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON THE CURRENT COUNTY FEES. 15. TO IMPLEMENT KCC 21A.38.230 WHICH APPLIES TO THE SITE. A DETAILED TREE RETENTION PLAN SHALL BE SUBMITTED NTH THE ENGINEERING PLANS FOR THE SUBJECT PLAT. THE TREE RETENTION PLAN (AND ENGINEERING PLANS) SHALL BE CONSISTENT NTH THE REQUIREMENTS OF KCC 21A.38.230. AS WELL AS THE CONCEPTUAL TREE RETENTION PLAN WHICH IS PART OF THE HEARING RECORD FOR THIS PROJECT. NO CLEARING OF THE SUBJECT PROPERTY IS PERMITTED UNTIL THE FINAL TREE RETENTION PLAN IS APPROVED BY LUSD. FLAGGING AND TEMPORARY FENCING OF TREES TO BE RETAINED SHALL BE PROVIDED. CONSISTENT NTH KCC 21A.38.23OB4. THE PLACEMENT OF IMPERVIOUS SURFACES, FILL MATERIAL EXCAVATION WORK, OR THE STORAGE OF CONSTRUCTION MATERIALS IS PROHIBITED "THIN THE FENCED AREAS AROUND PRESERVED TREES, EXCEPT FOR GRADING WORK PERMITTED PURSUANT TO KCC 21A.38.23OB4D(2). A NOTE SHALL BE PLACE ON THE FINAL PLAT INDICATING THAT THE TREES SHOWN TO BE RETAINED ON THE TREE RETENTION PLAN SHALL BE MAINTAINED BY THE FUTURE OWNERS OF THE PROPOSED LOTS, CONSISTENT NTH KCC 21A.38.23086. (NOTE THAT THE TREE RETENTION PLAN SHALL BE INCLUDED AS PART OF THE FINAL ENGINEERING PLANS FOR THE SUBJECT PLAT.) 16. THE DEVELOPER SHALL PROVIDE A 6-FOOT HIGH CEDAR, OR COMPARABLE. WOOD FENCE ALONG THE SOUTH BOUNDARY, EXCEPT FOR PORTIONS OF THE BOUNDARY WITHIN SENSITIVE AREA TRACTS. ANY FENCING PROPOSED WITHIN SENSITIVE AREA TRACTS MUST BE APPROVED BY THE DOES WETLANDS ECOLOGIST. PLAN .THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE;, 19 Zooh I U y WILLIAM SHUPE HMNIBERG PC$ 1133t WTLS DELINEATED BY ALTMAN-OLIVER ASSOCIATES e.%k1, - C PARCEL A. - THE NORTH HALF OF THE EAST HALF THE THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: THE SOUTH HALF OF THE EAST HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON. PARCEL G THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 439188; AND EXCEPT THAT PORTION LYING WITHIN 12TH AVENUE S.E. BASS OF BEARING RECORD OF SURVEY RECORDED IN VOLUME 78, OF SURVEYS, PAGES 272 AND 272A DATUM NAW 88 BENCHMARK 2' X 2" WOOD PLUG IN 2" IRON PIPE SET FLUSH NTH GRADE, E 1/4 CORNER, SECTION 5. ELEVATION-437.87 1 - COVER SHEET 2 - EXISTING SITE SURVEY 3 - HORIZONTAL CONTROL 4 - S.E. 296TH ST. ROAD/STORM PLAN/PROFILE 5 - 114TH AVE S.E. ROAD/STORM PLAN/PROFILE 6 - 112TH AVE S.E. & TRACTS J/K ROAD/STORM PLAN/PROFILE 7 - NOTES AND DETAILS 8 - POND DETAILS M;Ii06 __ C_ fi"AA- COINr.wwir H,$ L.Qu IM I -rJ_F_ 111110105 3 MYLAR SUBMITTAL JEF TJR 1 9/30/04 2 REVISIONS PER DOES RENEW JEF TJR 1 9/20/04 1 REVISIONS PER DOES RENEW JEF TJR 8/26/04 TE 11111111 Vicinity Map Scale 1"= Site Plan Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. SE 2 1TH S 7 n approval is void if the commercial building permit has Site pia pp g SE 286TH ST not been obtained or renewed within two years of approval. SE 287TH ST SE 21115TH S7 Subdivision plan approval is Void if the final plat is not recorded SE 290TH sT sE zP6LLBTHprior iration. to the preliminary plat aPProust expiration. (L 2 3RD ST PIL SE 292ND a ST N r" PRO RATA SHARE ASSESSMENT ANALYSIS Z9g7N (County Use Only) T '< Section Township Range Tax Parcel Number AUBURN1 298TH < 1015 I 1211 1 1015J 1 01 51 21 1 10 15 1 91 01 1 1 9 I R EG< m 9 0 4 B GOLF COURSE 1 2 7 Site Location is within the drainage shed(s)9 0 �! Pro Rota Share Asaesamenf(s) are: ❑ Required ❑ Not Required SE 304TH ST SIE from the site due to development for slcreowed storm water runoff, Peak Runoff Assessment Rote($ ) per c.f.s. Increases.(10 year, 2 hour storm) 8 In M .() a � Peak Volume Assessment Rata($ per Ac. Ft. inorecaes.(2 year. 2 hour storm AGREEMENTS, PLAN REFERENCES. PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Date: Expiration Dote: Sails Map Scale 1`_ Other Related Permit Numbers Received: Right -of -Way Use Permit Grading \ ( \\ Building/Structural \\ �\ Other Board feet of tree removal on site: \\ \ \ \ i � Cubic yards of material hauled on/off the site: SITE `' 292ND\ Is this a erosion sensitive oreo site? (Yes/No): NO \� \S\ \\ Note: If "yes", a Highly Sensitive Site Erosion Control \ \ \ \ Supervisor is required. See ESC plan and TIR for details. \\ I > \ / '< Emergency \ \\ F-E 911 \ Police- Fire- Rescue SE 304TH ST I RECOMMENDED FOR APPROVAL (To be completed by King County) y1 Notice Required Contractors shall notify operator, who maintain underground utility Imes In the or" of proposed excavation or blasting at least two easiness days, but not more than ten working days prior to commencement of excavation or demolition in accordance with RCW Title 19. Names and telephone numbers of the operators of underground utility Imes in this project appear below. These numbers shall also be used to verve in an emergency conditions as required. Phone CITY OF AUBURN (253) 931-3038 Sanitary Sewer CITY OF AUBURN Water District PUGET SOUND ENERGY Gas Company PUGET SOUND ENERGY Power Company Calf Before You Dig DIAL -A -DIG (425) 622-6767 (425) 455-5120 1-800-424-5555 Notes 1. The Developer m required to notify the Land Use Services Division, Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control mso res B. Clearing and grubbing C. Earthwork D. Installation of any underground utility L Before placing subbase. base or paving surfaces F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation. before any construction is started on any existing ,tote route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Deportment of Fisheries prior to any work wfum required. Bonding Information Restoration Bond Amount i --4T.0r_DIoAEI,I Performance Bond Amount S Ertaineer.Plasi Reviewer Engineer tupervisaK Traffic & Planning Engineer Sensitive Areas V C � W HU VI I O L ra L a- 0 E � ~ O 00 T i VJ O C 106 Nil 0 O N Igy1t E Z11v11- ID Gra W 8.. o I� W J a Z cc M IM D Q ID 0 FI v Structural Review Engineer O Other 0 APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMtNT & ENVIRONMENTAL SERVICES N ® King County, Washington p p °C a Co C9 - O O Dot - mes H, Sonders, P.E. fn Development Engineer Q' �% LMJ CD O PROJECT CONTACT INFORMATION � N (To be completed by Consultant) .0) Z AUBURN TOWNHOMES LLC (425) 444-3367 Z J � UU y V Name Phone Ll.l Z E Q V O 0 15220 CEDAR GROVE ROAD ISSAQUAH, WA 98027 _J rtT+ U 0 ❑ ®❑ Address and Zip Code W .> O U � > m ❑ A Partnership Q d ❑ An Individual License Seal N c c in Nome Phone UPE, 00� ❑ ❑ Address and Zip Code 10 A Corporation ❑ A Partnership ❑ An Individual !1! V u BAIMA & HOLMBERG INC. 392-0250 o v_ c Name Phone �� o n c 100 FRONT STREET SOUTH ISSAOUAH. WA 98027 Sheet 1 of 10 UV1 O W �" ❑ ❑ Address and Zip Code pa u 1are 0 PORTION OF THE SE 1/42 OF THE NE 1/4, OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. o Y I I I I I I I I w 19 Wm N. LINE, N 1/2. E 1/2, 1 22 I 41 I S 1/2. S 1/2, SE 1/4. S HE 1/4, SEC. 5-21-5 %I I I - \ \ \ \ \ 1 0025 EX. 16' ROAD E MNTT I QI I 4 II I ------------------ I — — �— — — --1 — . T \\\ N 8\9.ro1'0T\W REc./No. 4689,9 0270 1 1I — — — — — — — — — — — — — I \ \ \ \ \ 54.38'/\ `♦ `\__--� — — — — - )T. I ---------------------- , I`\ \ 1 EX. 30' INGRESS, EGRESS— `1. \1 \\\\ 1\ \\ \\ \\ \\ // ,1 ,1\�--____\\\ ♦\ \ I UTILITY ESMT REC. NO. 7305100577 W. LINE, E 1/2. S 1/2. 1 , I \ \ 1 1 \ \ \ \ \ \ / 1 1 1 /"'�� \ \ \ a_ S 1/2. SE 1/4, NE 1/4, ( 1 \ -\ SEC. 5-21-5 I E. LINE, E 1/4, S 1/2, _ 0 ' \ \ 1 \ \ I \ \ 1/2. SE t/4, NE 1/4, $W \ 1 1 I \ 1 \ \ , , �-♦ \ 'aC \ SEC. 5-21-5 � 1 I I 'b 1 I I I -12 1 ( I \\ N.' WE. S 1/2. E 1% \\ \\ \\ 1 11 \1 32' 11 ME 1/4, C. 5-211/Z SE 1/5 I� 43Ci 1 E-'------1----- <----- 1------- ------ \_ — �\ , 3�' ROAD EA�EMENT \ \ \ 1---_�_ _ _ T— b, \ \\ �RECGRDING NO. �003173 'Hal AccE �----- 1 --i --I -- -- — ..\r-i1. 1D' S \�'------- I 1 i I 0026 w Y TACOMA RAVE'R�N0. 1 ;& `� \ `-/ s Z I I r--•dj r 4s 0010 I I I fi s L \\ \ \\I \\ I \ 1 BOWL FVILLE `TRANS. LN\ESM� \ i i i `� i1 — -- ?71A 7 N. LINE, N 1/2, N 1/2. I 1 E 1/4, SE 1/4, SEC. 5-21-5 ' ` \ \ ' ` \ " ` I \ \ `•\ r 'MRE FENCE TO N. 4• MIRE FENCE III I / 1 I POWER TRANsa b \\ \ \\ I `\ `\ \\ ` TACOMA - C�VING70N SEC. �\ \ ` _ a WOW FENCE TO s 11 jI j 1 1 N 8"0'21' W I ) 1 \ \I ��\ _y \�\ ` ! R '---_� \` \\ \ r / \// _3_ -- III • TI I 623.80' / / . \' `�t—.L—, /25' BUFFE \� ` ' \♦ / MIRE �MGE I %�� • •.—+-�_.—a—.— ___•`�\'I \ / I / 4' WOOD FENCE 5' B 1NRE \` \\ \ ` \ \ 7 5 .B ...../... .... ..... \\..... .....1 ' _ '— 4 C qm _ — — _. T — \ — — — — —/— — i 1 _�"�1`�/ % �♦ —\— 1 — —\r �� \\ \ �\ 1\ FENCE \ ` I I TBN 0 p Zy ♦mac`— \—\— — — — — — — L — 1 -�1 S Dam E p iS ! ( \ \ ♦ 5' BARB MIRE -- \ — �— \— L_ /J_ 1. FENCE \1 \ / / �_ > — I T/�G�OMA - GRAND COULFE NO!11 /— + r — TOWER\ 1 1 /. / I / T---I� I W. LINE. N 1/2. I I \ \ I \ % \ , 1 I / / ( 1 \ \ - i/ I\\ \ ,�• \ / I ' / �� , '+ N 1/2, NE 1 /4, I \ \ \ 1 1 I' SE 1/4. SEC. 5-21-5 I II� \ \\ \\ \, \\ I -,R•- -_-i 1 \\ 1 1 I I I\ (\ \`\ , I I / i` �j71jjIZ��]� /�y�• y� In \\ \\�� — 1 '/ / / 1\ \I , I \I \ \ I 11 WETLAND 'T. �`\\ EX. WATER LINE 0424 1 1 ( I 1 80• / I V ` i' _ \ 2a-__ 1 (-- —�- —� —li— —/ �_ ,/ 1 I 1 \ fi.540 50. FT. �♦ 1 I / 1 \\ 1 ` E = NO. 9306050/24 , 1 i i I 100'( i tl �L. —1 _. I L \ I 1'Y— \ �i— i W s 3 I �\ 7�\— — — ---I — — — `\=-- \\ I i -_-.. I`\ \ `\ \ I ���0 I `♦\ \\ i I <� \\ '��� \\`\ J \\TO BE FILLED \� -o' / A T- a \•/1'� O /�/ I `\ ` \ `\ \\ j / c____� \\\ `\ \\ `\ \`�\ \♦\ \ \ s-q-2a'/ al ,� J 581 `\ ' c/'\✓-\ a- I E LINE. N 1/2. N 1/2. 1 I 11 I \\\ '� I `\\ \\\ \\\I `\\`\ - i F s1 ' 1pz- 12' - „F0. 1` 11 m a SEC, /5-21E 5/4. _ _ _ _ _ _ / ! \ 1 \ \ � I , z-, •ao"t2- oil \ - 6+0\Ol%0 I '1I\ I 1 \\\oIN ,yi iz m •� M m 0. — — — — — 't.: I i (1) a. \ / `��� \--` \ \ \q I / / � .ia• \6F r10)12/ L �.14 `♦�----- z 6 1�R.IWD 'A' �\ \ \ J , AlTo ti,z - i -1 I / \ O Q 8 / �- _ \ 1).554 SO. FT. \ IO 11 1 \ a" / ,2• / 1 IS l \\ 1 I \ X _,z. yT\ Z I 16 I' _} + 1 { (j 5' STEEL, : :. II I \\ ai ✓122 I .+ I lot RAIL FENCE ! I 1 1 / 16" _ I I I \1 \ (q,o It \ rI f 1 14 2z"1\ 1\ \ / // F♦♦ SI,S / / /' / I / I 1 !-� a" o. I 5. i �yz,- \\ \J1 (li{.,,/Iz \ _Q1 60 (} 111' e•.m I w.ar caNVEM To ci \ \ \ \ / I \��/ �/ / / / i L 2-s..Y_a' 1 ° \ ie" ,-z4\rtr` i I \\ \ 36 \ i / I ; I I I♦ \\\--♦ ��\ \\� ia- s�a" °.�{. 12\\ 1 /ROAo erg WEILMD ' 15'�RAIN T, ' ,a• I \I \I laco•°.w ra 4a,ee } — — — — — .: \ ♦ -—'__--+-- REC. NO\ 76042 464 / 12 12' EX. uj I�5' BARB )11RE / �\L —� — — — k z2 I O 24 [j=a — — g- y ,.�gy.•F�" 15 I I II I I S. LINE. N 1/2. N 1/2, Y II `� J i N1 y�,,,s' '3A16 4- I I I M I I I NE 1/4. SE 1/4. I i - '..1MMMTTT",33 V C. 5-21-5 i7!„ IP I 30' I 30' I . --- �cF 0150 56 I I I t` n- cn ' ti0 Z Z Z O ' I I > > F �I '\ --, 1z•41c 14 .�.,a„ TREE LEGEND < < W I 4 12• 7 l �i =n-44u1n Q COTTONWOOD 014 I ' ----_-' q I 12-odm1 WILLOW I NW4�]a I ,r c�1c ALDER wv-aaeo PINE CEDAR DECIDUOUS Nil I / I r U , 11 FIR 1 3 I I I� \ I 1 ° 10 L03P0012 0130 CHERRY SCALE , _ W.plc o rTr o.o.E s ---_ \I I _ ICI • APPLE NOTE: DATE Z/4/h7 MAPLE Call In w } } yy//yy�� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY .III, NO.IODI-O'10 �•�� 7�� IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE Dig. EXACT WRTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- n mpt4 m e DWG NO. 1004-020 NG D+a• GROUND UnUTIES PRIOR TO COMMENCING CONSTRUCTION. NO S.E. 298th ST. I`6 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES H. E. ° a SHEET 1 J M IAI 5M NOT SHOWLLOR�ORTEIESNOT 94OWN BNTHEIR PROPER LOCATION. DEYFLOPMENT R O �W��L7��iii7 Co tv 11NOEROROlI11D SERVICE (USA) 0"le60 PORTION OF THE SE 1/4, OF THE NE 1/41 OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. Y I I I wm I I I i 41 I N S 1/2. S1/2E . SE1/4. 1 ZZ I I NE 1/4, SEC. 5-2/-5 0025 1 0I I I EX. 15' ROAD EASEMENT " I I I � N 89'01'07' W REC. NO. 4689tss I 0 1 0270 1 I 30 200.01' 394.36' _- - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - 11 ------------------ 3T. I f - I EX. 30' INGRESS, EGRESS Q I unuTr ESMT REC. No. 7Jos1005n W. LINE, E ,/z. s ,/z. 1 30' TO BE DEDICATED I u S 1/2. SE 1/4. NE 1/4, I "' -' TRACT H TO KING COUNTY FOR I 3 Nc SEC. 5-21-5 I I TRACT B Y♦ / \ • ; ;' 1-- 1 ' / \ / W U i , r\ , . ._ - ROAD PURPOSES I I w OPEC SPACE E. UNE, E 1/2, S 1/2, y( I 1O 9TOM MTAI I SEC. 5-21 -54. HE 1/4. DETENTION FACLRY I t e if 1 I I I $ I€a — N. UNE. 5 1/2. E 1/2. 4, I c 19 1/2. S ,/z6E ,/,. a I s NE 1/4, SEC. 5-21-5 � s �' I _ Z M 2 I I ------------ I I --------------- s9,.a' - — - - - - - 1O N f w _________________________ It 311 "T 30' ROAD EASEMENT 624.05' __- - - - - - - - - - - - - - — o, t0 RECORDING NO. 6003173 .. ,. .. .-, .. 16 PEDESTRIAN 7--__------ 0 1010 2 ;', @ !' \! �� �_ �_ / �� ACCESS EASEMENT TRACT G `� 1 SCALE t" _ 50' M I OPM WACE/ I a ---I v l FEC N�GONSTRUCnON TACOMA — RAVER NOTERUNE. 1 & 2 '�A a I 0026 a. � I I { 0 I ----- —� --- _------- ururYcoToTaZ r 0010 BONNEVILLE TRANS. LN ESMT ��1y --I — -- ??ry N. LINE. N 1/2, N 1/2, ex I-35. I POWER TRANS. E 1/4. SE 1/4, SEC. 5-21-5 } i - COVINGTON SEC. '� WARE FENCE N. 4' ,WISE FENCE 7ACOMA � � �� � I I � z6.>g _ — — — $TA. 2+�5 I N 89'00'21' W 623.80' vv—v—vex 25 W �? 25' BUFFER �\ 5" WIRE FENCE I • I ` I 604' •'' h', .... '—v—v—.—x—vex ... 4 _MOOD FENCE — — ( I:I 3.5'TO BE DEXAgQ— — ----------- -- ----- 5'BARB PARE J; �— v ... C { 1 EKING COUNTY • 5 B .... .: .A — 8 m MERLE- .- --t-SROT- - o FENCE � •,F—:--x O N I FOR ROAD PURPPOSES R_300.00 — — � — — — — — - — — J I TBM ♦ R! s' BARB WIRE TACT TACOMA -GRAND COULEE NO 1 — — — S 86'00.21- E VI FENCE L-30.01 S � - 30 00- :+ I I TOWER rr A_S•43'SS• N 'a. M TRACT A R_J00.00 a �sereTrnE �, � I , - �.. � W. LNE. N ,/z. H , SINEW OPEN SPACE/REC. SPACE/ S cATo�T $ i o BONNEVILLE TRANS. Bu�E N 1/2. NE ,/4, I I I SE 1/4. SEC. 5-21-5 I I I i EASEMENT V 1 RJ 1 1 COFFAD /F7 ,aw�"jX 8 "TRACT K 2V BUFFER TLAND ro' a LN ESMT p so EX. WATER LINE ESMT. I s--25.71 (JOINT USE DRIVEWAY ssao sG. FT. $ REC. NO. 9306050424 N ,00' I i — — _ — — A-2S6'45• VA o w T—I F 1aiq� 73iA2_ — ---1 1` ----- ep - lDRAI"AGE ESMT .— 1'A I O �■ • ,. I I l.,w _15976'49"W 1—I NTERUNE R �N67.4626"W_ -� I\ ry/ R swAIL FENCE ALMS COMMON C I N 4' N I �■■ �j rn .. 5e. /� I I I [v .. }.. .•:V1,41 -•, � ,. - 5001 15 BSBL FNLED Ja ' 79 10 �b 0 BE \ 88 � ~ i ; � TLAND � I 80.03' 85.03 - -- 60.0J' 24.2 35J6' - __ 7-' 101, 3~ E 1,Se1 \ E. LINE, N 1/2. N 1/2, ~ BRIM 1 1 69.05' S' PRIVATE : 97.33' ,� F Y 260 N 34 ��� / .• 14. 50. \ \ ,f_-NE 1/4, SE 1/4. >r, I I 5- CONCRETE DRAIN�AGpE �ESMT 5' PRIVATE ?y,� '0 8 �' r i� _ \ \ i7 ✓ 1 SEC. 5-21-5 nn 1 7 I SIDEWALK I FIA'1 J . DRAINAGE ESMT A - - - _ - _ - pp a _ _ _ _ _ I * I s' PLANTER I JOINT U$E DRIVEWAY I n g I of 13 s'>. ee.60' N 'W/�YI O. 0170 I 1 N STRIP Y n z 3K07' Cal oc TRACT C m 1 a 2 m 5 o s g i7 8 „5.7e h TRACT F ^ a, WI D~ D ---- ,A M� N - TEC. SPACE/ \ 1•'F S °DTI W W 1[ DETENTM a 8 - E I $ o A8I ?. > I TOT LOT r WETLAND 'A' POND' m 36i ��e n ri g10 ,- 1 I I \ 11.554 SO. FT. 60.00, 41.06' �• - \'p *' 41.06' 60.00' " = 5' PRIVATE i �c O I I z I as I '$ OLNNAGE (� 50.00' 137.6T �� R 1-,5• BSBL 1 V I 101.06' 101.06' 5' TEEL),". .. 115.78' EASEMENT � I g 187.67' _ _ / � I W , . III RAIL VICE 125 RAL FOND ALONG SPLIT15' BSBL�IWIr� LOT UK BETWEEN 3SENSrM U3 s 4 o g 41 8g NfE�A Um - 1 \\\ moo, caCONUN�Tr"F°an I I n 11 n I �L -�E DETAL I camnc Na 4a,ee I I Row BY Imm n e I WETLAND 'C' I- 15' ESMT. \1 � ��� �N•EII N J 97,18' - - 135.00' 135.00' 80.00' 60.00' _ _ 1,5. 8" 3.357- REC. 7 1 - - - - - b 89.5 ' 129.71' I w O . .. ,...•.,. � 1248.71' I �Cy ! EX. 5' BARB WARE L — — — — J r CEDM OR CO PMANUE FENCE I _ r _ _ f — _. _ _ — — — ——BA�tICL�DE_ _ — — — ALONG MOUTH BOUNDARY. EXCEPT AT O I • — — — — — — — — — — " 50' TYPE III FENCE WWS r CEDAR OR COMPARA/lE WOOD /�f I — — — — r CEDAR OR COMPMABiE WGGD FE110E TRACT E 30drThE AREA TRACTS NO AT THE I 15 I I I ALSOUITH BOUNDARY. EXCEPT ONG AREA 7R AND AT THE I CUL-TEMPDE-SAC � T j AREA 1147H AVE SE NWF -WAY I i L U S UNE, N 1/2, N 1/2, CUL-DE-SAC n47H AYE sE Rarr-aF-WAY TRACT I 30' I 30' 4 NE 1/4, SE 1/4, I O I - _ _1147H AVE SE R1O1T-Oi-WAY I 66 I C. 5-21-5 PER LOT FROIING Ii7lAM, TT11E AAA I J 0150 �W� TP. I I ~ a F- ' — I ---JI 62 I I I 58 I I p O I"------ ----- I I I I m m N i- ,z• /wc NOTES 14 I I L -•V 57 a Q = ' I I I 1. TRACT 'K' SHALL BE JOINTLY OWNED BY THE OWNERS OF LOTS 13 & 14 AND WHO SHALL BE THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF „• "\` BASIS of BEARING: RECORD OF SURVEY RECORDED IN I .I uv-„nzt RESPONSIBLE FOR ITS MAINTENANCE. DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING VOLUME 78. OF SURVEYS, PAGES 272 AND 272A. IO14O I ' I;I COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT _ -- -- I 'Fv-. a�ao I 2. TRACT 'J' SHALL BE JOINTLY OWNED BY THE OWNERS OF LOTS 3 & 4 AND WHO SHALL BE ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE DATUM: NAw 88 REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL 0 BENCHMARK: 2' X 2' WOOD OR. IN 2. IRON PIPE SET I i 1,-� RESPONSIBLE FOR ITS MAINTENANCE. FLUSH WITH GRADE, E 1/4 CDR. SEC. 5, ELEV.-437.87 ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. 3. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFI-ERS �y L 11 I I NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, �IC.�RR...W� r UNLESS OTHERWISE PROVIDED BY LAW. 4lti,'/5 DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC 13 I I II I I NTERE T (BENEFICIINTERESTAL I TRACT/SENSITIVEN THE LAND WITHIN THE NCLUDES THEPRESERVA ION OF NATIVEVEGETATIONBUFFER. FOR ALL URPO ES THAT BENEFIT L03P0012 III THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, 0130 I Ii I MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE I DuiTY D.D.E.& I; I SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE NOTE: /(� '� DATE 2+(DS OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/ENSITIVE AREA AND BUFFER THE Call n IRnp/° I r� II I OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY. TO LEAVE UNDISTURBED befOy0U EXISTING UTIUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY JOB NO.1004-D2D IT SHALL BE THE CONTRACTORY RESPONSIBILITY TO DETERMINE THE I I ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE Dias A EXACT VERTICAL.: AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- � o • DM M �920M 'I VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED R GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO eA�Y�pp��� M I REPRESENTATION IS MADE THAT ALL EXISTI6 UTILITIES ARE SHOWN S.E. G9M S I . I BY FILL. REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY � �M ,A ! HEREON. THE ENG1EER ASSUMES NO RESPONSIBILITY FOR U1.17 H. DERS• P.E • SHEET DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS MOW��i�V NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. DEVELOPMENT ENGINEER O CALL BEFORE YOU DIG: 1-800-424-5555. CamRYRic OTHERWISE PROVIDED BY LAW. UDEItORONID SERVICE (USA) I 5 ALL w_ !.N CH) 464 [102 MLM mlim 432 DATUM MXV 42800 a h PORTION OF THE SE 1/4, OF THE NE 1/4, OF SEC. 5, TWN. 21 N., RNG. 5 E., W.M. N z HIGH POINT ELEV = 457.55 HIGH POINT SA - 3+55.62 1'JO W !Y PM STA - 3+DO PM STA - 4+50 `41 PM ELEV - 450.00 PM ELEV = 457.00 1 w A.D. 6.11067� __ n ---� M Y_ A.D. 2.0067 LOW POINT EIEV= +,D 453.56 m GY H' m u LOW POINT S A- 6+07.26 LOW POINT E V= 448.22 N o N m i + -0.671G 'O Y m PA STA - 6+00 W FLOW POINT S A = 0+65.32 ^ `! �' m N c� \ PM ELEV = 452.99 PM STA : 1+00 + '� i N Y a \ A.D. 4.668.5 N A.D. 7.4400 n / Y / 107'-12' p 0,60 / - ST 5+00, 13.251T K ,L. l A 2+55, 13.25LT . CBRIM-46. 5534 o S A 6+07, 13.25LT INV=452.21 (S) o STA 6+ k RIM-455.11 BIV-452.00 INV=451.50 (E) STA. N INV-450.62 • 2, A 2+55, 13.25'RT i CBj 4, TYPE i ST . 5+00, 13.25'RT m 6W-460 RIM-4$5.11 CBp 5, TYPE I N A 6+07. 13.25'RT it MV-451.50 RIM-460.34 ^ _ INV- -GlM RY-45S26 64v-45o.bs STA. 0+65. 2, 13.25'LT CB# 11, TYPE I W/ 7HRU-Ct RB INLET RIM=447.9 INV-444. 1 STA. 0+65 3Z 13.25'RT. CB/ 2, TO E 1 W/ 7HRU- B INLET --FINV-444.0( S.E. 296TH SIREEI 1'=40' HORIZ. 1'=4' VERT. O^ d pi Nmy Mm O &4 mN 0,6 O,Np i Y Y V p p< 10 Y J 1 < Y V Y Y Y Y Y 0+00 1+00 2+00 3+00 =K' 6+00 464 nA r 432 7+00 & 14 SHALL CL ALLUWLU TO DRAIN TO ADJACENT WETLANDS NOTES 6' CEDAR OR COMPA ALONG SOUTH BOUNI SEN&MVE AKA. TRA CdiWIRUCT ONE WETLAND SIGN PER LOT FRONTING WETLAND, PER WETLAND, TYP. -SEE DETAIL 1. UNLESS OTHERWISE SPECIFIED, STORM PIPE (SO) SHALL BE SMOOTH -BORE ADS N-12 IB WT (WATERTIGHT) OR OTHER SIMILAR PIPE MEETING BOTH KING COUNTY AND CITY OF AUBURN STANDARDS/SPECIFICATIONS (13.5' MAXIMUM PIPE LENGTH). 2. UNLESS OTHERWISE SPECIFIED, ALL CATCH BASINS SHALL HAVE LOCKING, VANED GRATES. 3. FINAL DRIVEWAY CURBCUT LOCATIONS WILL BE DETERMINED DURING CONSTRUCTION. 4. INGRESS/EGRESS ACCESS SHALL REMAIN OPEN DURING CONSTURUCTION, INCLUDING ACCESS TO S.E. 297TH STREET. CORRECTED PLAN DATE: Call before you D1 g. 1-800-424-5555 UNDERGRWND SERVICE (USA) U J J W W m Z x D m D Q 0©©O N m= 3 amN ° o U O z I w U W � � D asY } m w rn Z w N PEI Q w W N z m z w $ T m = o w U VI w 0 U O a w Q J a_ Z w D m Q NOTE: I 1 DATE 2/4/03 J LL_ 0 w Z Q J a O V) O rn N LU vi EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY JOB NO.1004-020 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- DWG NO. 1004-020 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWY) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES SHEET NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.I CALL BEFORE YOU DIG- 1-WO-424-5555. 4 OF 0 91 420 a a o-0 k STA. 0+02 BEGIN CURB/GUTTER & PAVING 1M'-12" SD O 2.63X 0 /I 45 44 0 CB/ 14 N0 k DEEP I RIP RA PAD I _INV- I ' IN O w w 00 I�0 +J I ' I I , 1 I ` ram' I " I <�i I La_ I I I o I I I o I ICON1 > J w 0 I SHEET 6 DETARS • •. .�� .', pill"'I Illlilllo�l ' �` NOTES: Z Q O I -�-7`�_ a5° ENO NO& a'I, BEAN T ah STA 3+40 JART OURB/OUTTER- EM TAPE I a aw mc> Z �w , L-30.01 R-ODA I •43 .A � � ` 1 • •�•: T ..,..♦ ���;,•' � raj-„ L ST.) "PLANTER TRIP CONIC. / SO 0 1564X "•� 'c i ' 0 84 �12' SD I �44,4♦� O 1. CB/ 11 ai`1411 A 5 N 8 � mo• w + p V PVI TA = 4+50 g15 N M P\4 EL EV= 454.50 50, TYPE B ,t, v A.D. _-2.4557 ++ w i W s + n a a �- z W 0 V_.e16 1 J + W W a PVI STA = 2+00 �- DO iU PVI ELEV = 446.50 DO m A.D. = 2.7000 STA. 5+12, 3.25'LT MN. O CBf 12. III-454.57 1 3 60' WATE i STA 5+12, 3.23'RT �145Tr C57 1�• 3+00. 16.2511" MV-46Z00 11 `-Ir S0 O 0.50 4S. -64a SA. +51. (114TH) TYPE IM-00 CM453.62 -' INV-450.50 STA. 0+05. CB/ 15, TYPE 1 STA 1+2X 16.251T INV=442.50 446. 61 MV=441. STA 0+05, 16. 5'RT 114TH AW S.E. CB/ 16, TYPE 1 1'=40' H Z. RIM-445.30 1'=4' T. INY-442.00 ey vY a< as as f a+ aY ++ as a� aaa + 1+00 2+00 4+00 ww e rArcll • ....c - sloeMWx P1.1NIk1G STRIP. IF ANY. 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35 MAY +.•"`.^:'�s" MATCH EXISTING BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC DRIVEWAY GRADE SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. 444 CEMENT CONCRETE pRN£1NY 5• THICN 2. SEE SEC. 3.01. 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. SECTION A -A CURB & GUTTER SECTION DRIVEWAY 446 CONSTRUCT 4' HIGH SPLIT RAIL FENCE ALONG COMMON -*ag-LOT LINE BETWEEN SENSITIVE AREA TRACTS AND LOTS -SEE DETAIL 6' CEDAR OR COMPARABLE WOOD FENCE 450 ALONG SOUTH BOUNDARY, EXCEPT AT f SENSITIVE AREA TRACTS AND AT THE -1- AVE S.E RIGHT-OF-WAY - 2 0 14' ►ne tw 1. UNLESS OTHERWISE SPECIFIED, STORM PIPE (SD) SHALL BE SMOOTH -BORE ADS N-12 IB VT (WATERTIGHT) OR OTHER SIMILAR PIPE MEETING BOTH KING COUNTY AND CITY OF AUBURN STANDARDS/SPECIFICATIONS (13.5' MAXIMUM PIPE LENGTH). 2. UNLESS OTHERWISE SPECIFIED, ALL CATCH BASINS SHALL HAVE LOCKING, VANED GRATES. 3. FINAL DRIVEWAY CURBCUT LOCATIONS WILL BE DETERMINED DURING CONSTRUCTION. SIDEWALK (SEE SEC. FIG 3-012) A 3/8- EXPANSION JOINT (TYP.) OS 2 M O DETECTABLE WARNING CURB, OR CURB AND GUTTER I wI FROM CENTERLINE PATTERN (SEE DETAIL) I 5' 0.rw 'I 4. r �� EXPANSION JOINT -11 -0m I 5' G _ M 45� II_I G -5� 0.02 FT./FL I CROSSWALK ^� 0.05 Fr./Fr.N CURB RAMP 1A N10 I CEMENT CONCRETE DETECTABLE WARNING W SIDEWALK PATTERN AREA SHALL BE A Rn YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) n W A A� B na #NOTE: TOP OF LIP AT DRIVEWAYS. SIDEWALK O 456 NOTES' 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4• EDGED CEMENT CONC. MIN. MAX. A 1 5 8 2 3 8 C 716' 1 34 D 78 1 716 PUN GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK RAMP I n TYPE 1A �-4 Fes`' SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. ELEVATION CEMENT CONCRETE CURB & GUTTER DETAIL PLAN LAYOUT 1 DETECTABLE WARNING PATTERN DETAIL NOTES 4/8 CURB DETAIL 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 2O RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE DETAIL THIS PAGE). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD ENGINEER. 440 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-010. O5 LANDING SHALL BE MINIMUM 4 X 4'. 7-J•'Q`i O �.L V CURB RAMP 1A MUST BE INSTALLED UNLESS OTHERWISE APPROVED. 1 7. SEE FIGURE 3-001 FOR CURB AND SIDEWALK JOINT PLACEMENT. L03P0012 CURB RAMP 1A Call NOTE: 3 R before o� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY O D Y IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- Djg• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSOUTY FOR UTILITIES P.E. 1-800-424-5555 NOT SHOWN LOR UTILITIES NOT DIGSH� IN THEI4 PROPER LOCATION. UNDERGROUND SERVICE (USA)5555. C owiffrAnta ;y/ s V) m Z K K 0 J m m O Q p p V� 05 rc 05 a ^I> c m Ix m n o ■!\ O O1 U W 7 U w n fx� a E m e C ds aGO r w m Z 04 N W m W RF I O r E ZF_ r m ccw? m x Q 0 a � J U LA_ O CL W Z TE a U � O J 0 O Z Z � � p m m Q Q Q w vi O Q 1- U DO 0 W 0 a. fcr =/1 a - DATE 2/4/03 JOB NO.11004-020 DWG NO. 1004-020 SHEET 5 OF 10 vso 18I g 45 MATCH E)NIMIG DITCH NV-4W.St 44 44 46, z 4$4 w n ro �j E1 i 45275'•-12' SO 1 �• 1.33[ —1 �AIIIIIIIIIIIIIIIIIIILXII 0 0 I � I YSQ� 6% �WWrc I p6N2 I LIY TIM ! w EX. TACdMA WATER ELLCT�iICAL X \ TO BE �1ELOCA D �Y —N --+—• STA 2+76 BEOM CURB/GUTTER & ALK PROVIDE CONC. RAMP PER K.C. DWG NO. h TO BE TRANSITIONED TO ROAD PAVING I STA. 1+90 BEGIN m ' iIIIp10jD Illllllool �s�� ' I� � � ^ • r III�IIIIIioIr,pllllo�ill _ _ _ _ _ � P I I • I 1 •1R — �. • �N I IN M Rittm .• IME STA. 5+83 END • « a 1 ai : PRON40E CONC. RAMP PER B'xB'fW RAP - ,ROAD PAVING 0 • . 0GUTTER TO DRAIN • In To Ce (D 10 Ln 2+00 3+00 4+00 5+00 6+00 J INTERSECTION DETAIL 112TH AVE S.E./S.E. 296TH STREET 1'-20' 446 440 432 DATUM ELBV 426.00 CJ SEC. 5 14 (S.E. 2.8i914 TRACT 'K') 49 (114TH AVE /../.,../:..../././..././/../a ACT F A DRIVEWAY CUL WILL NEED T CONSTRUCTED IN SPACE/ RE DENTIAAREA WL P7 rLOT TREES TO BE - RETAINED - / H SPUT _OMWCMI 10 LOTS i DETAIL / \L EX. 5' BARB RE/ FEN E / h TEMPORARY o a� CUL—DE—SAC " o 6' CEDAR OR COMPARABLE WOOD FE v ALONG SOUTH BOUNDARY, EXCEPT AT AREA TRACTS AND AT THE @SENSITIVE 114TH AVE S.E. RIGHT—OF—WAY FEN 0 10 20 40 SCALE 1 Is= 40' � Y • ; X s> N U J W < s NOTE SEE SECTION FOR FILTER DESIGN U < 0 STA. 571.39 ± STA. 4+51, 3.20'LT (114TH a d CB/ 9• I W n RIM-453.62 INV-450.50 TRACT W 1'-40' HORIZ. 1'-4' VERT. n NOTES O+DO '+DO 1. UNLESS OTHERWISE SPECIFIED, STORM PIPE (SD) SHALL BE SMOOTH —BORE ADS N-12 IB WT (WATERTIGHT) OR OTHER SIMILAR PIPE MEETING BOTH KING COUNTY AND CITY OF AUBURN STANDARDS/SPECIFICATIONS (13.5' MAXIMUM PIPE LENGTH). 2. UNLESS OTHERWISE SPECIFIED, ALL CATCH BASINS SHALL HAVE LOCKING, VANED GRATES. 3. FINAL DRIVEWAY CURBCUT LOCATIONS WILL BE DETERMINED DURING CONSTRUCTION, 4. 112TH UTILITIES REMOVALS/REPLACEMENT SHALL BE SCHEDULED PRIOR TO ROAD/UTILITY CONSTRUCTION. :L:s 432 2+00 - EX. WATER LINE ESMT. REC. N0. 9306050424 5 WATER LINE _— N COSTRUCT HIGH SPOT — RAIL FENCE ALONG COMMON LOT LINE BETWEEN SENSITIVE nTAILn-CFFFTAIL / TO BE FILLED TLAN1 1' 1,581 ;=ISE i SIDE �F� AIL TRACT E SENSITIVE AREA 442 NOTE RUNOFF FROM LOTS 12, 13 & 14 SHALL BE ALLOWED TO DRAIN TO ADJACENT WETLANDS FINAL CORRECTED PLAN DATE: L//9/o 1 \i 'so W z > IWJ Q z z ' ml 0 W N 1 >< z 7"\ 1 M N 01 SO O 6.25% 1+00 STA. 0+00 TRACT 'S _ STA. 2+61.74 _1S.E. 2967 - EIEV}�64 \ 04 < N ro N .p H + +'�i O p r- J _ OY F�j fV<I� 8 0 456 448 DAfW AW 445.00 Imill = mimN =1m -3111 W*50- 0+00 1+00 Call NOTE: before oU EXISTING UTILITY LOCAnONS SHOWN HEREON ARE APPROXIMATE ONLY Y IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 9• GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UnUTIES 1-800-424-5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-BOD-424-5555. UNDERGROUND SERVICE (USA) a v a R R m 0' 10 0'( TOCCC z ♦ i w 'A' ♦♦ w < � 0 S0. FT. ♦♦ w a a \WYETLAND � o V554 J < Q yr N S C 3 YW5r G C TRACT I "I"W" L SENSITIVE AREA V �a U w` W W� > b as± NORTH O b E1 T 2 } ID - W o Z u40 � 0 1010 -20 a N m Q OCO� W SCALE 1" = 40 w zR 99 cc- cc % .. 0!� G zv mCc w g m x XO z a N 3 W N _ a w O dLj ui J O 0 a) MQCL Q N Q J �a H ^ L03POO12 tea. • • rr r r LOCATION OF rL CONSTRUCTION R/W CENTERLINE VARIES 25' 25' �I i. 0' �VARIES LANTER rDEIWVIAL174" 4" CONCRETE SIDEWALK, TYP. STD. VERTICAL CURB & GUTTER TYP. (BOTH SIDES) 2" COMP. DEPTH CL "C / ASPHALT GONG C COMP. DEPTH CL "E" ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 & 4.03) ROADWAY SECTION 114TH AVE S.E. (um"N SUB Acam) (PORTION OF 114TH SOUTH OF STA. 3+3Dt) NTS R PROFILE R/W LINE 30' 5' 25' ICINE 0.ONSTRUCTION $DEW I-L5 � Zp• as 4" CONCRETE SIDEWALK STD. VERTICAL CURB & GUTTER TYP. (BOTH SIDES) Y COMP. DEPTH CL "B" ASPHALT CONC. 4" COMP. DEPTH CL "E' ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 & 4.03) ROADWAY SECTION 114TH AVE S.E. (URBAN BALK FZREM (PORTION OF 114TH NORTH OF STA. 3+303) NTS ATTACH SIGN TO POST WITH TWO R 5/16" GALVANIZED It LAG BOLTS PATH 20' TRACT WASHERS I 18 3' THICKENED EDGE 1 M.. . 1MNj L 2" COMP. DEPTH CL 'B" ASPHALT CONC. 4" COMP. DEPTH CL 'E" ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 & 4.03) ROADWAY SECTION TRACT 13, (JOINT UM DRIVEWAY) LOOKING SOUTH NTS GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY (KCC), ROAD STANDARDS (KCRS). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR. OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR UABILITY TO KING COUNTY. 2, THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN RENEWED ACCORDING TO THE ENGINEERING CHECKLIST. SONS ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE PADS PLAN RENEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. AFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIMTY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE LAND USE DIVISION'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT`S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL UNITED AS PER KING COUNTY CODE; NORMALLY THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS, 7. IT SHALL BE THE APPUCANTS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. & FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED. 10 GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 952 DENSITY, 12. ALL ROADWAY SUBGRADE SHALL BE BAO(FILLED AND COMPACTED TO 95% DENSITY. WSDOT 2-06.3. 13, OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS &03 (B)3. 14, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT- OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED, ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. PORTION OF THE SE 1/49 OF THE NE 1/4, OF SEC. 51 TWN. 21 N., RNG. 5 E., W.M. R/W Y R/W R/W R/W R/W r NEW 15.5 25.5' `C W 3.5' TO BE DEDICATED 25.5' 25' 1.0' 25'-30' 33.5' TO KING COUNT FOR 1.0' 0.5' 1.0' 5' 5' EX. R/W 5' S' S' 5' LANTE SIDEW SAWCUT &MATCH 5' 5' WALK LANTE DEW PLAN 0.5' 0.5' Ny" 20'3 EXISTING PAVAN P TER SIDEW 2, 0.5' 2, M4 14' 14' �r 2x 7:A W EXISTING 0.5' 1 N4k 2X 14' 14'�2x N� k •� PAVEMENT 22 �I N{ 'O 2x 17 V MN+' w vi \N'9} t0'3 2R V:1 k .1 NCI 'L. CROWN _ EXIST. PVMPT 4s .7 - k SIDEWALK CONCRETE__-_-___ N'N{ 4" CONCRETE SIDEWALK � SIDEWALK TYP. (BOTH SIDES) 4" CONCRETE STD. VERTICAL CURB & STD. VERTICAL CURB & GUTTER TIP. (BOTH SIDES) GUTTER TYP. (BOTH SIDES) 2" COMP. DEPTH CL "B" 2" COMP. DEPTH CL "B" ASPHALT CONIC. ASPHALT CONIC. 4" COMP. DEPTH CL "E" 4" COMP. DEPTH CL "E" ADDITIONAL TREATMENT MAY BE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 & 4.03) CONDITIONS (SEE SEC. 4.02 & 4,03) ROADWAY 114TH SECTION AVE S.E. R e ROADWAY SECTION S.E. 296TH ST. IURRAN SUB ACCESS) 20'TRACT (URBAN SUB ACCESS) t. 1 (SOUTH 296TH) 18' NITS TS 11' FILTER STRIP ?YIN 4k 78' VI NOTE 2,77' PLANT FILTER STRIP WITH EROSION 4: CONTROL SEEDMIX AT 80 LB/AC 407C TURF -TYPE RYE 2" COMP. DEPTH CL "B" 6" THICKNESS COMPACTED 40R FESCUE ASPHALT CONC. SHOULDER BALLAST PER IOX WHITE DUTCH CLOVER 4" COMP. DEPTH CL "E" WSDOT/APWA STD. 10% COLONIAL BENTGRASS SPECIFICATIONS -2' WELL ROTTED COMPOST SHALL ADDITIONAL TREATMENT MAY BE BE TILLED INTO THE ENTIRE REOUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 & 4.03) FLLER STRIP FI ROADWAY SECTION TO GRADE TRACT X (JOINT USE DRIVEWAY) LOOKING WEST NITS 8"s 8'06 GA. MIN. 8's 8"06 GA MN. BRASS PLATE ATTACHED BRASS PLATE ATTACHED TO CONCRETE ADJACENT TO CONCRETE ADJACENT TO GON RISER �• (TYP-) RISER OLADDER W (�') & ACCESS LADDER SS & CCESSTO • , PRE-PRINTED -� -AUBURN PLACE - 1_03P012 -� - AUBURN PLACE - L03POI2 PLASTIC SIGN DEVELOPER: AUBURN TOWN HOES C DEVELOPER: AUBURN TOWN HOMES LCT ENGINEER: BAIMA & HOLMBERG, INC. ENGINEER: BAMA & HOLMBERG, INC. CONSTRUCTED: 2004 CONSTRUCTED: 2004 1998 KING COUNTY SURFACE WATER DESIGN 1998 KING COUNTY SURFACE WATER DESIGN MANUAL MANUAL LEVEL 2 FLOW CONTROL LEVEL 2 FLOW CONTROL 8' - 4.4 CEDAR OR PRESSURE TREATED POST SET S INTO HOLE (OR MOUNTED ON SPLIT RAIL FENCE) IONG COUNTY WETLAND/STREAM SIGN INSTALLATION DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO KING COUNTY PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL. AND ANY REQUIRED PIPE BEDDING,TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT /1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STRUCTURES. SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENIION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.03). 5. ALL CATCH BASIN ORATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46. 47, OR 48, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY (KCRS 7.07). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(J)). 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK. PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 8"/4OX=-70%= PASSING: 2--4" ROCK/30%%Y-4OXn PASSING; AND -2" ROCK/103OR-20R= PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. B. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY, STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH. 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL BE VISIBLE AND BE SECURED TO THE STAKE, C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPEOMA71ONS DESCRIBED IN KCRS 7.04 AND IF NONMETALLIC THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE. TELEVISION). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STAGE DISCHARGE VOLUME STAGE DISCHARGE VOLUME 435.0 0 0 444.0 0 0 435.5 0.037 CFS 2.505 CF 444.5 0.024 CFS 2.348 CF 436.0 0.D52 CFS 5,094 CF 445.0 0.034 CFS 4.593 CF 436.5 0.182 CFS 7,911 CF 445.5 0.042 CFS 7.593 CF 437.0 0.073 CFS 10,962 CF 446.0 0.006 CFS 10.452 CF 437.5 0.083 CFS 14.199 CF 446.5 0.121 CFS 13.474 CF 438.0 0.200 CFS 17,751 CF 447,0 0.146 CFS 16.728 CF 438.5 0.251 CFS 21,567 CF 439.0 0.290 CFS 25.488 CF OVERFLOW ELEVATION: 439.00 ytlC,. Y'C '1\1 RECYCLED PLAST OR TIMBER 8"X8"X4'-0' 1 /8" MIN THICKNESS - GALVANIZED STEEL OR ALUMINUM, INTERIOR SIDE i 24" DIMMADLE DOLLARD PD® DOLLAW NOTES 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE. AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SMALL CONFORM TO ASTM A53 GRADE A. 3. NUTS. BOLTS. & WASHERS SHALL CONFORM TO ASTM A307, 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 10' OR WIDER. BOLLARD DETAILS N.T.S. OVERFLOW ELEVATION: 447.00 y►1 ; . YJ ; ' 1 1 II►1 I C M I Y 1' 1/2" GALVANIZED EYE BOLT W/WASHER AND NUT RECESS NUT AND PEEN BOLT THREADS - 5004 MIN TEST GALVANIZED III r�CHAIN ANCHORED IN CONC II RECYCI OR TIN 8'XE SIDEWALK STD. VERTICAL CURB & GUTTER TYP. (BOTH SIDES) 4" COMP. DEPTH CL "B" ASPHALT CONIC. 4" COMP. DEPTH CL "E' ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SEC. 4.02 & 4.03) PETE KCRS SECTION 4.01F, A 1 INCH FULL WIDTH OVERLAY SHALL BE REQUIRED, THE OVERLAY MAY BE WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR CHANNELIZATION REQUIREMENTS BY DOES HAS BEEN COMPLETED AND APPROVED BY THE DEVELOPMENT ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE. BASE MATERIAL AND SURFACING SHALL BE MADE PRIOR TO THE OVERLAY. ROADWAY SECTION 112TH AVE S.E. (URBAN COLLEC'POR ARTERIAL) NTS 8' O.C.-�-I 4X4 PLASTIC POST /(OR TREATED WOOD) 1 4' MIN. I 24"MIN. SPLIT RAIL FENCE L SEE 2X4 PLASTIC RAILS (OR TREATED WOOD OR CEDAR) BOLTS: 2 PER JOINT 1/2'X 3" LAG SCREWS GALV. 8"X 1" OR 12"X 1" - POSTS: 4"X 6" MIN. PRESSURE TREATED OR CEDAR PAINTED WHITE. FIXED (PERMANENT) TYPE III BARRICADE SANDBAGS FOR ADDED STABILITY MOVABLE (TEMPORARY) TYPE III BARRICADE BARRICADE NOTES: TYPE WIDTH OF RAIL 8" MIN. 12" MAX. LENGTH OF RAIL 4' MIN. HEIGHT 5' MIN. TYPE OF FRAME POST OR SKIDS FLEXIBILITY ESSENTIALLY PERMANENT STRIPE NOTES: ORANGE & WHITE IF TEMPORARY. RED & WHITE IF PERMANENT. REFLECTORIZED SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS. WIDTH 6" EXCEPT 4" IF RAILS ARE LESS THAN 3' LONG. SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD. SEE SEC. 5.07 AND MUTCD SEC.6C-8. TYPE III BARRICADE DETAIL 1'-4• 2•-7• MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT LT R FRONT NOTES 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. EF FINAL CORRECTED PLAN . SEE S C.S3.0 FOR JOINT DATE, REQUIREMENTS. Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) PLANTING STRIP WIDTH T EXPANSION JOINT. /A SEE NOTE NO. 2 1 •-e" NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MAILBOXINSTALLATIO F L03P0012 �1 G COUNTY O.D.ES. NOTE: - O-/ 0 In am I v EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE divA EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- ncp - omple on a e GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOW HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UPUTIES JAMWH. SANDERS, P.. Pv o e NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. DEVELOPMENT ENGINEER CALL BEFORE YOU DIG: 1-800-424-5555. Comments: LA. z O a ZI -1 w 1- O 0 2 W O C.)Q Z a P s W z z O 5 Z 91"1 z 5 mid SHEET 7 Of 10 PORTION COUNTY, • • -_.• _.� =.• -.• �.• = e'er " 1 ' r, n FiFiFijA '. •sue 1� I M•i ME � Iw. I ter � "�.��. :�!�:�-yes Um ;1N�_•�iiSbF � � I I " 12 I Io �I I a>'..I I • I I NOTE REDUNDANT OVERFLOW f _ I THIS POND MEETS LENGTH:WIDTH ,� I I AND 1ST CELL SIZE REQUIREMENTS awu«EACOATED MFENCE I�.. PER APWA/W5DOT STDS. ELEV-447.00 FEE176• f I 4- .•[ VERTICAL 0 4" BARS IN FRAME O.C. REDUNDANT + 01 13 01 REMOVABLE WATER- II TIGHT COUPLING. 4' PIPE TRACT 'C' POND 6' BLACK VINYL COATED CHAIN UNK FENCE 1 "-2O' PER APWA/WSDOT S1D5.. TW. EXISTING GROUND PLATE WI — ORIFICE AS I F 6" MAX. -4: MIN. '� SPEC. BELOW FREEBOARD 40 ELBOW DETAIL is W.S. ELEV-4470 5' BERM \ NTS a R R q o Y U 15 r Ir; m !�E�LEV-440.00 \ ' 6" THICKNESS 2'-4" QUARRY SPALLS TRACT 'B' POND OVERFLOW SECTION C-C NITS 0 — A F ; o p W W V W W N REDUNDANT J i W O c OVERFLOW pp WW Z n - I f ? mod+ 4d6 I " 5D J REMOVABLE WATER- TIGHT COUPUNG. 4' PIPE +• COM1R04 Y ACCESS ROAD _ q m 3 - ` PLATE W! W I FIXED IOV _ «` 3- - -:: l ORIFICE AS I SPEC. BELOW -1 1 1- 6' MAX. L 1• x p v Y W . A NOTE ELBOW DETAIL THIS POND MEETS LiNOpt WIDTH NTS uT — - AND 1ST CELL SZE REQUIREMENTS —Z E � � s OW zm a ELEV=439.00 76" IN. u W o Q �- 4' � I w7/�KW VERTCAL BARS IN REDUNDANT OVERFLOW 2 Ic 1-1 ATTACH STORMWATER ROUND SOLID COVER I FRAME O 4" O.C. NTS 0 v q0 ELLV-446.0 3' DETENTION r INFORMATION PLATE MARKED "STORM' EXISTjyf, GBQUND E Z F -SEE DETAIL WITH LOCKING \\ BOLTS, STORAGE i ATTACH STORMWATER •� ^ _ I --_ I SEE LOCKING MANHOLE / INFORMATION PLATE MARROUND SOLID COVER m A• W g m .FELEV-443.0444 STORAGE_______ / 3T�GE _ / ELLV ` FRAME DWG (K. 2ROAD 15. -SEE DETAIL N1T}EKLOCKINED GRBOLTS, p W O N 1 AND 2-023 (K.C. ROAD 8E� 6ERM SEE LOCKING MANHOLE TRACT 'C' PON _L ELE' 0.5' SEDIMENT SECTION B-B \ �- '0 STORAGE 1"=5' VERT 1.0' SEDIMENT STORAGE 411" -ter Stormwater TNe PoIl M I m G•F•- `'" r•."1r er - a. "�"".► Storage F-L 71� INN F" m dm=Wm ery r r-1r r Win •""- wAw a•FV - Ir ., r "FN'"" Fr -w• Mr rect- Pond a r "Fan ■1r1•L weWre WA w- PrM-A a! 9rFrYr-1 a 1161" Ib"re- FrRw Illlllrreee 11I-/IDO. q) AMA 'off• rr r" r R,rw 4 i TRACT 'BPOND 1 "=20' TRACT 'B' POND VOLUME REWIRED MIN. DETENTION VOLUME - 25.468 CU. FT. PROVIDED DETENTION VOLUME - 994 QU. FT. AS -BUILT DETENTION VOLUME - CU.FT. REWIRED MIN. WATER QUALITY VOLUME - 9.763 CU. FT. � PROVIDED WATER QUALITY VOLUME - 10.776 W. FT. AS -BUILT WATER QUALITY VOLUME - �•�� QU FF STANDARDS) _ I 1 MIN. < Z REDUNDANT OVERFLOW ELLV H0 I FREEBOARD ELEV-440 V` � FRAME DWG (K. 2ROAD 0- (9 L AND 2-023 (K.C. ROAD W V9..5 - SEE DETAIL / W.S, ELEV=439. STANDARDS) W OVERFLOW RISER . z '(/ �q ti ----- _ �-_ 5 BERM ll 7r•'9 ELEV=438.0 J_ REDUNDANT OVERFLOW ELE�7V- MAX. W.S. _ - SEE DETAIL PIPE SUPPORT: -T �b. . - \ 4 STORAGEW ' '• z 3'x.090 GALE ` r'.- HANDHOLDS, STEPS OR ' BOLTED OR INBEDDED LADDER -SEE KCRS 2" IN WALL AT MAX. DWG NO. 2-006 \Y�`D----' \ ----------- tiU PE MAX. W.S. �3459t0' VERFLOW RISER ELEV-439,68- S 'was NUf E 34(.t0 SUPPORT. G. MIN ONE ELEV-445.75 CLEANOUT GATE SEE \ `Pt of Nl 416 1 11/16" DIAORIFI DWG NO. 2-026 (K.C. \ i�� �'.F HANDHOLDS, STEPS OR 12'S.D. ROAD STANDARDS)Lj[LLV-97.50 DWG O NO. -SE006CR5 12"S.D.I I N S OUTLET PIPE �+ (8c 2 3/8' DIA L1J INLET PIPE Vile A ORIFICE y4��. 12' �IMYL PIPE SUPPORT: CLEANOUT GATE SEE J4� "R•,LL I.A[A 3'x.090 GAGE DWG NO. 2-026 (K.C. O INV-444.88•- BOLTED OR INBEDDED ROAD STANDARDS) 'o ��3'?9 IWFXEe I( 70 0% 2' IN WALL AT MAX. 12" S.D. 1' SECTION OF PIPE 'er TRACT 'B' POND 3 SPAgNG. MIN 12" S.D. W ATTACHED BY GASKETED OUTLET PIPE (� J BAND TO ALLOW REMOVAL SECTION A -A ONE SUPPORT. INLET PIPE z 1"-20' HORIZ. THESE PLAN RESTRICTOR PLATE ' 1 "-5' VERT AND THE INFORMATION SHOWN �S INV-4L16:08- ro a ACCURATELY REFLECTS EXISTING I W TRACT 'C' POND VOLUME REOUI ED MIN. DETENTION VOLUME - 16,726 CU. FT. PROVIDED DETENTION VOLUME - 1IL795 CU. FT. AS -BUILT DETENTION VOLUME - L9,p4(2 CU. FT. REQUIRED MN. WATER QUALITY VOLUME - 6.027 CU. FT. PROVIDED WATER QUALITY VOLUME - 15.106 CU. FT. AS -BUILT WATRER QUALITY VOLUME - %20� W. FT. SPECIFICATIONS SIZE: 48' BY 24" - MATERIAL: .125 GAUGE ALUMINUM. FACE: NON -REFLECTIVE VINYL OR 3 COATS OUTDOOR ENAMEL [SPRAYED} LETTERING: SILK SCREEN ENAMEL WHERE POSSIBLE. OR VINYL LETTERS. COLORS: BEIGE BACKGROUND, TEAL LETTERS. TYPE FACE: HELVETICA CONDENSED. TITLE: 3"; SUB TITLE: 1 1/2% TEXT: 1"; OUTER BORDER: 1/8" BORDER DISTANCE FROM EDGE: 1/4", ALL TEXT 1 6/8. FROM BORDER. POSTS: PRESSURE TREATED, BEVELED TOPS, 1 1/2- HIGHER THAN SIGN. INSTALLATION: SECURE TO CHAIN LINK FENCE IF AVAILABLE. OTHERWISE INSTALL ON TWO 4'%4' POSTS, PRESSURE TREATED, MOUNTED ATOP GRAVEL BED, INSTALLED IN 2'-6' CONCRETE FILLED POST HOLES (8' MIN, DIA.). TOP OF SIGN NO HIGHER THAN S-6" FROM SURFACE OF GROUND. PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY VISUAL OR PHYSICAL ACCESS. PLACE AT LEASE 6' FROM PERIMETER OF SITE. DO NOT BLOCK ANY ACCESS ROAD. DO NOT PLACE WITHIN 6' OF STRUCTURAL FACILITIES, E.G. MAN HOLES, BIRD CAGE, ETC. DETENTION POND SIGN DETAIL NTS 1 1 8" DIA 17 o I SECTION OF PIPE ORIFICE FIELD CONDITIONS AS OF �THIS� ATTACHED BY GASKETED Z Z _ DATE'j9/ZmOL / h�L BAND TO ALLOW REMOVAL VVILLIAM SHOP HOL BE%3 PL5 1tpa4 RESTRICTOR PLATE Z m m Z o 54"CIA - 1' MIN. ,I BERM 1 3 8' DIA I Q a 35' —i �F@�EBOARD I ELEV-440 r ORIFICE T`+ CONTROL MANHOLE NO 1 PIII�- r 4t — ---- — W.S. ELEV`439_0 5 BERM — ---j---�---- /� N _ - ' oEo TYPE II" 54" V_ / 1 SCALE 1" = 2' \ RGb \ 4' DETENTION ," 54" DIA 6' BLACK VINYL COATED �7 STORAGE S I CHAIN LINK FENCE PER APWA/WSDOT EXISTING GROUND _ j ELEVw435 _____ ^Y II ___I / CONTROL MANHOLE NO. 2. TYPE STDS.. TYP. FLEW-434.0 �-------- i SCALE 1" = 2' \ \\\ 4- W/O i \\ 4' W/O / FREEBOARD 0 at / � STORAGE STORAGE / W.S. ELEV-447.0 1_ �• - 5' BER _ -4 _ \:- 34DETENTION T7 ` STORAGE N . FINAL CORRECTED PLAN L 1.0 SEDIMENT STORAGE 0.5' SEDIMENT Call Im NOTE: = 'C' STORAGE ReN�*ESECTION TRACT POND -- ------------L__ 3• W/O a 3' W/Q DATE, /Z Q 'B' * �•�e Y� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY A -A STORAGE STORAGE TRACT PONDEXACT IT SHALL BE THE CONTRACTOR'S RESPONSIBNTY TO DETERMINE THE VERTICAL: AND HORIZONTAL LOCATION OF ALL EXISTINGUNDER-1"-20' HORIZ. � V-440.5 - ELEV-44o.5 APPROV SECTION B-B t9e GROUND UTILITIES PROR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN- 1"=5' vERT 0.5' SEDIMENT 0.5' SEDIMENT 1"-5' VERT HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIUTIES JIWINF N. STORAGE STORAGE 1_800-424-5555 NOT SHOWN OR UTIUTIES NOT SHOW IN THEIR PROPER LOCATION. DEVELOPME CALL BEFORE YOU DIG: 1-800-424-5555. Gommente: UNDERGROUND SERWCE (USA) —0t05-5 U � U W 0 W L03P'0012 K 6 EY D.D.EB. unD a on to om a Lon a e o o • DATE JOB DWG 2/4/03 NO.1004-020 NO. 1004-02MNG AAA IERS—� :NGINEER SHEET 8 OF 10