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HomeMy WebLinkAbout04D1745i I i SEC. 9, TWP. 21 N. , RGE. 5 E. f W M. (SA N1 rA R Y SEWER A ND WA TER PLA NS) " t - -70 f j. TRACT .30' RESERWD FUTURE T WAY 7 EA.] 5 F 6 3D K ------- EASMN T PER 841003MM if v128 :97 32 AL. . . W437 m 2 ♦011 40 41 w'. 24 No 'it 23 / i r _ r �. wt, a .fir w. -4CT J 0- '47- PRIVATE ACCESS & UIXITYle TRACT WILAND BUFFER 11 ft Pumfic SENER ------------­--- 45 21 52 20 ftCLE 17 53 7*14 W 9 46 L 54: T a' I I — -------- 12 JOWT USE VFWA Yl VA_ .W UTILITY ---- -- ---------------- --- 3 fin. X r w 1:41 14 15• ' W1 LA. 7 6 5 1 4000� * - . fif WATTS X 3 2 mum- ___r2�5, awsm SMM 3 ---- --- ft ---- --- m 10 KEY AMP SCALE: 1*-100' CITY OFAUBURN GENERAL NOTES 1. THIS DEVELOPMENT PRO ECT SHALL CONFORM 710 THE CITY OF AUfKhVV'S NM' ANTS AND BE IN AMMANCE W7N THE APPROVED PLANS ANY CHAMMS FRW THE O*NER ENOWEER, AND THE CITY 2. ALL M0RKMANSW AND MATERIALS SHALL CONFORM TO THE "WASHM7004 STATE DEPARTMENT OF 7RAN920R7A7XW (NWOT) STANDARD SPEOFICA71ONSFOR ROAD. BR100E, AND MLIMC0PAL ACONSMW70V* (20001TATEEST ED1770K EXCEPT WHERE , SLiPPLEAWNTO OR MWFAED BY THE CYTYS COOVSMW770N STANDARDS. MANUAL. COPAES OF IW ABOVE DOCU11ENTS SHALL BE AVAILABLE AT 1W JOB SITE D~ C0NS7RUC7XW. 3 A PRE-CONS7RUCT101V MEE77MG SHALL BE REQUJRED PRIOR TO THE START OF ALL CONSIRUCTMW CONTACT INE PUBLIC WORKS DEPARTMENT AT (253) 951-3010 70 SCHEDULE A MEETING. 4. LOCAVONS 590OW FVR EXISTING UTX17ZES ARE APPROXIMATE. 774E CONMACIOR IS CAUIRMED THAT OANWAD UIXITY LINES MAY NOT BE SHOW ON THE DRANNGS IT SHALL BE THE C0N7RACr0RS RESp0A#9WTY IV DEIFRWE 774E TRUE ELEVATIONS AND LOCATOVS OF ALL UNDERGROUND U7XI77ES AND 1W EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LAWS DEW7YFXA71aVS; LOCA77ON MARK M AND RESpoNmKITY f-OR uAOERGROUAO FACIL177ES OR U7X/77ES IS GOVERNO BY Ti'E PROWSIONS OF CHAPTER 19122 REWSED CODE OF' WASHIVOTON (RCK PRO? 70 STARTING C&MWVM 7W CONTRACTOR SMALL CALL ONE -CALL (1-800-424-5555) FOR UrftJTY LOCA7XWS (WATER, SANITARY SEWER, STORM SEWR, Gm POWER, TELEPHONE AND TELEWSION). 5 PRIM 70 174E START OF CONSIRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULM MATERIAL TO THE SITE SHALL BE SUBMITTED 70 rpr CITY FOR APPROVAL. F TT CITY BEL;VWS 7NAT THE PROPOSED HAUL ROL17E WU ADVERSELY IMPACT THE STREET METWW. HAUIM MAY At LAWTED 70 APPROPRIATE OFF-PEAK HaM OR AL7V&A7E ROUTES 6. THE CON7RACMR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AR06M THIS PROXCT PRIOR M THE START OF "K, ALL MEIN SOS AND C"WNT USED FOR 7RAFFIC CONTROL AND SIREET MAINTENANCE SHALL BE SUMWTTED TO TW CITY FOR APPROVAL. CONTRACTORS AND THEIR StMM SHALL BE LIABLE FOR &AOMS AND DAMAGES 70 PERSONS AND PROPERTY SL*TERED BECAUSE OF CONTRAC70RS OPERATIONS OR NEGLAWNCE COWCTED W TH Thi EM, 7 ALL CONSTRUCTON SURVEYM FOR EXTENSOM OF PUBLIC FACAL17YES SHALL BE DONE LIMER 774E DfRECTIOV OF A WASHMTON LICENSED LAND SWWYOR OR A WA-WWTON LICENSED PROFESSIONAL CIVIL ENCO*EER. CERMWD DRAW40S. ARE REQUOtED PROOR 70 PROECT ACCEPTANCE REFER TO 7W CITYS (RECORD CONSMW77ON DOCUMENr HANDOUT -FIRE SPRINKLER NOTE F SPRW(LER SYSTEM IS ACCESSARY, IT Al SMALL MEET 7W FALL OMW REQU0VWN7S A. FARE LIVE 70 BE SM BY FIRE PROTEC77ON EWWER. * BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE U?VDERQ?0Uh1D FIRE SPRhWLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CER77FIED LEVEL 'Uff CONTRACTOR )N ACCORDANCE WITH PAC 212-80-01a A POST 1NDfCA TOR VALVE" KL BE INSTALLED ON 7W SPRINKLER LINE M MATE THE SYS7EM FROM THE CITYS WATER SYS7EW WIEN REQUORED MR REPAIR. UNDERGROUND U77LITIES ARE SHOWV IN THE APPROXIMATE LOCA770N. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOW4, OR THAT THE LOCA770N, SIZE, AND MATERIAL IS ACCURATE. 7HE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WERE CROSSING, IN7ERFERENCES, OR CONNEC770NS OCCUR PRIOR TO 7RENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE A C TUAL L OCA TIONS, SIZE, AND MATERIAL. 7HE CON7RACTOR SHALL MAKE THE APPROPRIATE PROWSION FOR PROTECTION OF SAID FACIL177ES. THE CONTRACTOR SHALL N077FY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. I EXMr"M E48EA*WTS R1 20' S4001ARY SLENER EASLEAWNT PER AFN 2W100160011" 154'WWA7T1ER EASEWNT PER 95" 15' NAMWA40N EASEWNT PER 94042715" 15' 1110 RESSItORESS EASEMENT PER 84100306,19 IS- OVORMIMMSS EASEMENT PER 8410030620 15' EVSIM JNGft-= EGRESS. AND U7XIXS EASEMENT AF A094100300V GRAPHIC SCALE 100 0 50 100 1" = 100' PROP0WO EASSWA" 0 (3) 10' PUBLIC UTILITY EASEMENT Q)2' 7FA*VRARY TUft-AROUND EASEACWT A3 (?) 20' PU&JC SEWER EASEMEN T Q 2' SVEWALK EASEWNT (NWN S"M4LK IS ouTsvE R.O. w) 15, Pu" STORM DRAINAGE' EASEMENT 15' PU&C 2700 EASIWNT TABLE OF CONTENTS: I COVER SHEET 2 MWPOSITE UTILITY PLAN 3-11 SANITARY SEWER AND WATER PLANIPROFILE LEGEND PROPOaW SrOOM DR4&4GE STORM DRAW PIPE CATCH BASIN, TYPE I ROOF AND FOOTING DRAIN WTH VANED GRATE BOUNDARY CA 7CH BASIN, TYPE I LOT LINE WTH SOLD COVER RIGH T- OF- WA Y CATCH BASIN, TYPE #. FLOW & CURB LINE WTH VANED GRATE CENTER LINE CATCH BASIN. TYPE # EA SEMEN T WTH SOLID COVER — — — — — — — BUFFER LINE • CLEANOUT * & * -mmmommomm SWALE OR DITCH • YARD DRAIN FENCE OVERFLOW STRUCTURE 10' CONTOURS MAILBOX 2' CON (OURS _ML SIGN RETANNVItC WALL ■ MAILBOX CLUSTER Y x A-&AjLA.AA I KEYS MW VALL A SPHAL T PA VEMENT c® BARRICADE AREA TO DWS 77NG PA VEMEN 7 BE CLEARED f CLEAIbNG LIMITS GRA VEL LIGHT STANDARD AND Z CONCRETE VNCTION BOX DUD V13 RIPRAP PROPOSED SMITARY SEMR AND WATER �m�m­SENER MAIN 41 SEWER MANHOLE ­­­—SEMER FORCE MAIN 0 CLEANOUT SFWR SERVICE 0 WATER METER WATER MAIN Ak FIRE HYDRANT Fli TEE (FL) AIR/VAC RELEASE VALVE )-T4 TEE (FL xMJ) )--4 11 114 * SEND (W) BLOW OFF Y-4 22 112' BEND (MJ) C( GA7E VALVE (FLxMJ) -11-1 45' SEND (MJ) M GA 7r VALVE (FL) 90' BEND (MJ) 111V TAPPING 7EE op, REDUCER �j 1w, J- SE 30471H ST ME �& 'K 'K N 04 SE IN ST LEA HILL Rb SE SE 312TH ST N10-10prWITMIM (NOT TO SCALE) GENERAL NOTES: OW4ERIIDEVELOPER. AUBURN 56, L.L.C. 7947 159TH PLACE NE SUITE 102 REDMOND, WASHINGTON 98052 (425) 869-1300 ENGINEV?.• PETERSON CONSULTING ENGINEERS, INC. 4030 LAKE WASHINGTON BLW NE St#TE 200 KIRKLAND, WASHINGTON 98033 (425) 827-5874 CONTACT- CNNIFER A. STEIG, P.E. BASELINE ENGINEERING, INC. 1910 647H AVENUE *EST TACOMA, WASHING701V 98466 (253) 565-4491 CONTACT- DOUGLAS J. DODDS, P.L.S. PE7ERSON CONSULTING ENGWEERSy INC. 4030 LAKE WASHINGTON BLVD NE SITE 200 KIRKLAND, WASHINGTON 98033 (425) 827-5674 CONTACT' MICHAEL a MICKIEWCZ, P.L.S, VER TICA L DA TUM: CITY OF AUSURN - BM MI .3.5D RAILROAD SME W POAER POLE AT SOUTHEAST CORAER OF SE 304TH STREET AND 122ND AVENUE S& POLE k#12131 ELEVATION-419.66- (NANO 88) LEGAL DESCRIPTION: NOTE: ALL RWS AND INVERTS ARE BASED ON NAM B& 70POGRAPHY JAND 07HER SURFACE FEATURES I ARE BASED ON NOW 29. RIMS �AAO INWR7S GOVERN. THE SOUTH 112 OF THE SOUTH 112 OF THE SOUTH 112 OF THE NORTHEAST 114 OF 7HE NORTHKST 114 IN SEC77ON 9, TOWVSHIP 21 NORTH, RANGE 5 EAST, ISM., RECORDS OF KING COUNTY, EXCEPT COUNTY ROAD CONVEYED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6161544; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTC04 PARCEL THAT POR77ON OF THE NORTHEAST 114 OF THE NORTHWEST 1/4'OF SECTION 9, TOOWSMIP 21 NORTH, RANGE 5 EAST, WM., RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS.• THE SOUTH 112 OF THE SOUTHEAST 114 OF THE NORTHWEST 114 OF SAID NORTHEAST 114 OF THE NORTHWEST 114. THE NORTH 114 OF THE SOUTH 112 OF SAID NORTHEAST 114 OF THE NORTHWEST A EXCEPT THE WEST 114, AND EXCEPT THE EAST A THE SOU7H 112 OF YHE NORTH 11^2 OF THE SOUTH 112 OF SAID NORTHEAST 114 OF 7HE NORTHWEST A EXCEPT THE WEST 1A AND EXCEPT THE EAST 114, AND THE NORTH 112 OF THE SOUTH 112 OF THE SOLITHOWST 114 OF SAID NORTHEAST 114 OF THE NORTHWEST 1A TOGETHER WITH EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES, AS GRAN7ED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDNVG' NUMBERS 7710250340, 841003019, 8410030621, 8410050622 AND 841003023, TO THE EXTENT OF ANY GRANTED UNDER SUCH DOCUMFN75�- SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. RECORD DRA14ING CERAFICA770N THESE DRAWNGS CONFORM TO THE CON7RACTOR'S CONSTRUCTION RECORDS. ENGINEERING DIVISION REQUIREMENTS BY. DA TE. 777LEIPOSITION: CONFIRMED BY CITY- DA TE. PRO.ECT REF- FACOJ-001J rAllotp 7HESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DI VISION REOLM?EMENTR APPRO WD BY DATE APPROVED. ar 9 Q! STAAPNOTVALAD UNLESS Sit: WDAND a4TW 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA OM Tel (425) 827-5874 Fax (425) M-7216 11 A A mmm 01 D y��i:r• ram. ,. i" :r ••' e. U TAKE 70P 12" SD 42Z 42 1 1 8" WA lE 423.55 /' »`� 12" SD IE 424.64 �,, ,J 70P 8" WA EL. 424.05 12" SD IE 424.39 TOP 6" WA EL. 42.180 12" SD IE 430.44 TOP 8" WA EL. 4.29.90 12" SD IE 422.49 �J TOP 8" WA EL. 421.99 / 18"SDAE41342 �J 70P 8" WA EL. 412.92 12" SD IE 41337 �..J TIC' 8" WA EL. 412.75 (1 12"5DIE415.53 �J 70P 8" WA TER 414.03 (� 12* SD IE 419.99 �J TOP 8" WATER 4Y9.49 12" SD IE 424.86 10 70P 8" WATER 424.00 12" SD IE 428.09 a TOP 6" WATER 427.50 12" � lE 433.15 12 TOP 8" WA 7ER 452.15 12" SD IE 421.48 13 TOP 8" WA EL. 420.60 14 12" SD IE 419.43 TVP 8" WA EL. 418L 43 12 15 y y •� 1! y "-SDIE415.97 ! li')P 8" WA EL. 413.33 ' y r s SEPARA77ON � / • y / / ES IS 1 OR LESS TALLA ifi�+�1 OF f. i�A � • y � � � Pff IS I�/41 SEC. 9, TWP. 21 N, RGE. 5 E. W.M. ' A /' ii:; � ail �-:._ ii% � �' . •�—' �•� / p i7' CT M 30' RESERVED FOR "'---- Fl/TURE RIGHT �' WAY ,".:- �:• ALAF 30 b. . .. . 1 fig ; !�?f �.; .' _'""� /, " ' ) '..` '"" ""--'- .+.... '•"" °^.^-..--...,. -.,..! r 1 f 15 /NGRESSAI�E'SS �m'rnr EASEMENT PER'� _V `r'�a �• i � 8410020 ,1` � � ;;,• ryY i GRAPHIC SCALE 50 0 25 50 32 in — 50' 34 35 338 '' 40 � � I ----_ '� TRACT J /�\ ! DINT USE DRIVEWAY/rf., i N I PRIVATE UTILITY/ PUKIC SEf�R �s� .:� .• ::fig;.: RECORD DRAWWNG CERTIFICA 11ON THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUC77ON RECORDS. ENGINEERING DIVISION REOUIREAENTS. BY. DATE. 77TLE/9POS1770 . CONFIRMED BY CI TY.• DA T . i }i a I 00 WMRSECTOV. STA. 1+00.00 SE JWTH Pt STA. 51+40.38 1247H AVM Sal C ey�ei=) it f t h I REVISED PROJECT REF: FAC03-0013 f '� & THESE PLANS ARE APPROVED. FOR CONFORMANCE WTH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS. APPROVED 8 DA TE APPROVED. r� L� SrAW NOT VALID UNLESS SIGNED AND DATED PETERSON CONSULTING 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 933 Tel (425) 827-74 Fax (425) 822-7216 r!{JD NWi17471.R TD/-M7 SHEETNUMBER 2 OF 11 m oy017yS SEC. 9, TWP. 21 N., RGE 5 E., W. M. ZKN vV) � V) w V a 0 m N a 0 N 00 0 J 7 3 0 V) i 0 z w 0 a a 0 Q 0 1 DO] �� A' 30 LF a" Lc 4-L76L88 Ai * SSMH 513--90 i cr.4 R t Ain nn .5 nn' Rr 4� m f r 1 1 STA. 5+ 15.00, 5.00' L T - W-1 " AIR -VAC ASSY. PER HOUSE 5 1 I i , I r7SITAL 1+90, 00, 5.00' LT j "x6" TEE (MJxFL){ "-!— 1-6" GATE VALVE (LxMJ) 12'-6" D.1. 7 Tl—C-10C' uvn0AA1T ACCV oco I rN z CMS` S /3J 'MENT R£STORA77ON CITY OF AUBURN f DETAIL TRAFFIC-02 FINISH i ! i GRADEE (TYP.) 1 I (, y N I � VOTING GROUND + (no ----------- ' D ! _ -" '- - - - - f 416i_8 -- sIN PROPOSED STORM -- - .._ - - �-\ �1-1' AIR —VAC ASSY. ''ry j PER AUBURN STD. DETAIL i WATER —02 i ( i PROPOSED WATER (m°) j ! g 42" MIN. 1 ! { _ ' f 1 i7.bo53 J I i 386 —8 PVC S= I . l LOT 3, 2+96 LOT 2, 3+481" i I I LOT 4, 2+74 { /E "" 6 -�D�"- p. ( STA. 1 +90.00, 5.00' T'EE 1-6" GATE VALVELxMJ) T I PROPOSED 12 92'-6" D.I. STORM STA. 6+50.00, 5.00' RT l f RIM 434.49- 433.9N . I I I E. ( f _ (SSW AL91 ; STA. 2+64.00, 5.00 LT 1-FIRE HYDRANT ASSY. AUBURN iD. DETAILF N S PER " CONNECT TO EX. 12 WATER 3 MAIN 8" !E-.�;Z IN (E)Nz0•�� 8" !E-.26L7.r IN (N)�1Z0•ly f _. - i _ _ _. �._ _ ._ _ _ ._._�. .. I R/M-¢3 i4N3D.73 ._. _ _ _ _._ _. - _ .. ._ _ _._., _ 8" /E-rz�rr/N (S�y2z_I7 _ WATER W� CONC. BLOCK/NG _ _ .__�. __ _ v .� __ _ .�._._._..__.._.�_._.__._._.__-____,____,_____..�:_._.-_.-,_.�__,�__.___..___.__r-_8"i'APPtNG"G:�i'E`-_VAI�$G'E_�t�R�l;1j' ,) ; STA. 0+84.92, 5.00' LT 1-12"x8" TAPPING TEE (MJxFL) r I 1 lE-2�,r OUT (-W)yZ,�.I% j ! W/ CONC. BLOCKING f{ 1 i . � I RECORD ORA1111V1^► CERTiFiCII TION 7 ' PROJECT REF° FAC03—fl�U13 f f l THESE DRA WINGS CONFORM TO THE f 1 ( I { I CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FORCONFORMANCE i I I ENGINEERING DIVISION REQUIREMENTS. WITH THE CITY OF AUBURN'S i ENGINEERING DIVISION REQUIREMENTS. I I SE 308TH PL , TP TILE/OSITION: APPROVED BY EXIS77NG GROUND { ELEVATION (TYP.) j PROPOSED F111 WI GRADE ELEVATION (TYP) t CALE.• 1 = 20 HORI I I ,. 1 I CONFIRMED BY CITY DA TE.° DATE APPROVED: f 5' I/ERT.I N. 5+00 0 1+00 410 :�+ (� °p 00 0 O �Z 12 2N Ue � O v � Q 3 W 2 O \ 22 0 h 0 za �14�<144�:1gQ j � W � Q 2 d W W O CAW W �� O - a W W QC U C� �M p cf) I oy WA �1 y � • x P �� 2236 Off, GISTEg' IONAL�1 EXPIRES 19/09/04 STAMP NOT VALID UNLESS SIGNED AND DATED ETERSON ONSULTING 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, RYA 98033 Tel (425) 827-5874 Fax (425) 822-7216 JOB NUMBER TAVI-�W7 SHEET N 3 OF I i TEE U U a 0 N m EMIT rKJ SEE SHEET 8 SEC 9, nW. 21 N... RGE. 5 E. I W M. . . 4 , s A4% -7 ' pf E-P- II / 1. MINIMUM SIDE SEOER SLOPE SHALL BE / 1 / 0.0200 FT/FT MIN, / 1 ; 2. WATERLINES SHALL HAVE A MINIMUM OF rr 42" COVER. s / rr / J. A FIRE SPRINKLER LINE REQUIRES A Ir / SEPARATE DETAILED PLAN AND APPROVAL I,. BY IME FIRE MARSHAL. CONTACT FIRE DEPARTWNT FOR REQUIREMENTS. r GRAPHIC SCALE f� 1 �/A , 6 / 1 4. SANITARY SEw'R mws 15, OR GREA7TER ' 20 0 10 20 IN DEPTH ARE TO BE PVC SOR 21 OR SEWE'R SAFE D.l. 5. ALL SANITARY SE MANHOLES ARE -'" 48'0 UNLESS 07WRWSE X07ro. r x 30LF-8" SS 00.50% 1£ 420.88 10' U77LI TY a EASEMENT / RECREA 17{NW / _qo / MARK END W/ 2"x4" 10, 5.00' RT — 434 - ! — w-1 E" CASING T__ /e „ r i 42" MIN. . - ! VIS COVER IIIWO 0. �w i I — .- ' .+ ".•+r"' " 1. d ©S7i7 .- r-- p, 416'8 I --M -m" W' - PROPOSED WATERPROPOSE TYP. _ GRADE (TM) ) _ f KEY MAP ._.._, NQr ro GALE -�, __— - - __ __.� -- — _" _._. •-.-•-�- STA. 6+50.00, 5.00' RT '_8" Pd ' RIM 4,39:-48- 9135.14 8" 1E IN (E) Wk .1q .- " -_ __ - --• p.t. __ _. _ _-- T 55, 1+03 8" !E IN (N) y2 .1M LOT 16, 1+82 6" IE � ��`�,?Z 6 ' � 258'-8" D.I.�--�-'�""�'"'� 6" lE LOT 54 r6" lE �{I13.33 0+45 �) �{ LOT 56, 1 6" /E 63 LOT 5, 1+65 6" /E ff&M �. �.04W ° � 2 '-8" PVC $ LQT 6, 0t tm N LLLOT 10, 1+1 STA. 9+31.29, 5.00' L x6" 1-8"TE'E (MJ�FL) WW2. 122 , 6" IE 09 i --LOT 6" I£ 00A LLOT 09.3q J ( 1-6" GATE VALVE" (FL)*fJ) 18, 1+21 LOT 9, t34 { 12 -6 D.I. , A2111 aim STA. 11+74.86, 15.20 i' LT 6" 1E 40ASJ q49 LLOT 11, 1+29 3 6" IE 4PAJ9 H q•b3- 1-FIRE HYDRANT ASS AUBURN STD. DETAIL WATER-07 PER 9, 90 ., RIM 4#633- y l 6" 1E �404�i- IN (SWW S)'1b �--- - -- - `%D LOT 17, 1 +31 �� ___ ___ STA. 9+66..36, 5.00' L T - 1-8" TEE (FL) LOT 8, 0+13 µ 8" !E-4ad�L3.i• OUT (E) H �9. 6" IE 4D9.�WE 2-8" GATE VALVE (FLxMJ) 6" K 1401.34 - S 1-8" ADAPTORS (FLxMJ) W/ CONC. BLOCKING U STA RIM 9+56.50 3 � RT 411. RECORD DRAWING CERTIFICATION PROJECT REF- FAC03-C1C31j� 8" OUT / r (N)- wD?.l b THESE DRAWINGS CONFORM TO THE / CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR ENGINEERING DI VISION REQUIREMENTS CONFORMANCE W TH THE CITY OF AUBURN'S ENGINEERING DI VISION REQUIREMENTS BY- DA 7L'• T TITZE/POSITION: - ......APPROVED SE 308 TH PL SCALE: 1"-- 20' HOR12 EXISTING GROUND ELEVA77ON (M) PROPOSED FINISH GRADE ELEVATION (TM) Jr j VAR T. CONFIRMED BY CITY DATE.• DATE APPROVED: CK)IR Lo O V. a] lI i TE VJD I i L� �r 3 M T3 e t <q<aA<q .7 Itscc Q h 4 W W q (' Q v, C4 t �e Irv, I 10; JGTR70 EXPIRES 09/09/04 STAMP NOT VAUD UNLESS SIGNED AND DATED ETER. SON ONSULTINC 4430 Lake Waehi t n Blvd. N.E., Suite 200 Kirkland, WA 88033 Tel (425) 827-5874 Fax (425) 822-7216 NUMWR T DPW07 SHFE7 NUANER 4 of 11 12+00 11+00 F o1/� os#O %7Y.5 SEC. 9, T P. 2' N., RGE. 5 E., W M. } CQ A WR SERVICE FOR LOT 16 ST BE O 2. H0% TO AVOID NFLICT WIN STORM MAIN � w P J y k rr � 11r�1rwYrrrrrrgiri�'�' Ems rr r f y� 0 ) fE)IISIM \ ,6- 73 2251 " \ R=50.00' FROM C EXTENDED \ 1-8 x6" TEE (MJxFL) \ W-6" D.I. \ 1-FIRE HYDRANT ASSY. PER \ AUBURN STD. DETAIL \ WATER -07 I \ 1-8" CAP (MJ) I \ I W/ CONC. BLOCKING m ram; PROPOSED STORM (Typ. ) - M rLOT/�16, 1+82 I 6 " IE -LOT 12, 2 09 i i STA. 11 t 74. 86, 15.2077 ____RIM-4;6:.Tj q15,9b 6" lE *fOd3 IN (SW,S)'0'q.'80 8" lE J-OUT (E) 'i0q,10 i SCALE.• 1 = 20' HORIZ' T. EXS7m GROUND ``PROPOSED FINISH GRADE ELEVATION (m) 1 /EL.EVA1%)N (TYP.) 12+00 GRAPHIC SCALE 20 0 10 20 1" = 20' A N07M 1. MWMUM SW SENER SLOPE SHALL BE 0.0200 FT111-T MIN. 2. WATERLINES SHALL HAVE A MINIMUM OF 42" COVER. J. A FIRE SPRINKLER LINE RVOUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY INE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REWREMENTS. 4. SANITARY SEPER MAINS 15' OR GREATER IN DEPTH ARE TO BE PVC SDR 21 OR SEWER SAFE D. L 5. ALL SANITARY SEMER MANHOLES ARE 48"0 UNLESS 07HERWSE NOTED. 1w RECORD DRAW!'NG CER77FiCA77ON THESE DRA WINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS ENGINEERING DIVISION REQUIREMENTS BY DATA: T7TLE/POSI T1ON: CONFIRMED BY CITY DATE.• PROJECT REFAC03-0013 i REF- THESE PLANS ARE APPROVED FOR CONFORMANCE IMTN THE CITY OF AUBURN'S ENGINEERING DI VISION REQUIREMENTS APPROVED B . �aat.� DATE APPROVED: r�1 STAMP NOT VAUD UNLESS SIGNED AND DTED ETERSON ONSULTING 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 J06 NR TADf1 SHEETNUMBER 5 of 11 0�0 P 5 u m'J nEf fc Koo 410 ti SEC. 9, TWP. 21 N., RGE. 5 E.I will. "-%EE "HEET 3 SEE SHEET 9 a a 7a 35 LF'� __�� i_`r 6" PVCr SS 0 S—o.0200�' T+22,3 LF ? r t'—'f —i�t —i— 4 j-- ' MIN. (%Y"a✓?) —T t f , ; i 6" � A—.1,5 i r/7C DEEP j f._ 1+15, 35 LF -6" AS 0 � 6 / (o,61 QIEEP ! 1+53, 35 LF r / r d I t 1 r f %, 2�t12, 35LF d f L� d I i i 2+70, 35 LF i I `"�--, I t \ STA. 18+60.49, 6.67' LT 3/4" y=-1 - - (i.2 EP / r '6"- -40&6 f (d,7'bE4P i 4.6 I i ! ig.11PEEd' 1-8" TEE (FL) / 2-8" GATE VALVE (FLxMJ) DUAL WATER METER AND SERWCE LINE INSTALLATION r it / 1-8" ADAPTORS (FLxMJ) PER AUBURN STD. DETAIL W/ CONC. BLOCKING . WATER-15 (TYP.) 18+73.71, 8.06 LT B*END J 1 ( 1oj 18 tt 11 1/4�' (MJ) ONO BLOCKINC 40 21 d j 126 d j d j ! di{ t \ d AD 46 +q 14`>Ilf4-A-1 INTERSECTION: STA. 15+00.00 122ND PL SE = STA. 9+61.41 SE 3t"18TH PL -STA. 9+66.36, 5.00' L T 1-8" TEE (FL) 2-8" GATE VALVE (FLxMJ) l 1-8" ADAPTORS (FLxMJ) \ W/ CONC. BLOCKING 1 � �+� ter•. \ \ GRADE( ) / 42 MIN. / STA. +60. 49, 6. &Y' L T " =..— ---_ ----. \ —PR Y ) i PA TER / ---- A2-8" 1-8" TEFVALVE (FLxMJ) DAPTORS (FLxMJ) a PROPOSED STORM (TYP.) i W/ C STA. 18+73.7 1-8" 11 1/4' W/ CONC. BL G BLOCKING , 8.06' LT ND (MJ) _ _ _ __ -_- STA. 17+38.00, 5.00' LT 1-8 X6" °•--..�,•,� � �`" ?4`T"8" D./. _HVG -_ 1-6" GATE VALVE (FLxMJ) 12'-6 D. L 1-FIR£ HYDRANT ASSY. PER \ AUBURN STD. DETAIL \ / WA TER- 07 W/ CONC. BLOCKING 1E '^-., XJ-A# '- " PVC S-0.0050 STA. 9+66.36, 5.00 LT (SE 3O8TH PL 1-8" TEE \ \ 2�'7a LOT 19, \ / / / (FL) 2-8" GATE VALVE (FLxMJ) 1-8" ADAPTORS (FLxMJ) 2 LOT 1 + 15� LOT 21, 1+53 6" IF 49& 6.3- / W/ CONC. SLOCKING LOT 23, 0+72J 40 yb� �( —�" -077c LOT 6 52, 1+88 LOT -4-c�- Kb?•g7 LOT 53, 2+0 6" 1E ' 7 _ 2+12 - \ - $, f l+\ \ , / /-- i96, 2 Lai STA. 1 + 3. 0, RIM 2� . 8" /E 416-b IN ()�11�.4� 416-Oe?91- 00 RT ,[ ybi.Z� Z 8" 1E IN 8 IE �-99-OU INSIDE DROP CON ) HDL.93 (E) �(�{,.42, EC'RON 6" 1E :� i �D7 �7 07.49 `� �- - - - -- -, S ( A. 9+56.�, 5. ' RT 30fYT�l PL t ��. (m fc+ PER DETAIL, SHE T 7fE 122ND PL SE 6 IE . OUT (N) Z.02'I ENST POSED FVASH GRADE CALF: 1 "= 20' HORZ 1 "= 5' V/ER T. OVA MN (T)M?) ELEVAT011 (TYP.) •r ot�ot�r� cd�V jN ory �ovQ 17+CAD r1-�1�fJ am AI 410 t GRAPHIC SCALE 20 0 10 20 1" = 20' 1. MINIMUM SIDE SEWER SLOPE .MALL BE 0.0200 FT1'FT MIN. 2. WATERLINES SHALL HAVE A MtI1dIMUM OF 42" COVER. _ J. A FIRE SPRINKLER LIKE REQUME'S A SEPARA TE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOW REOUIREMENTS 4. SANITARY SEWER MAWS 15' OR GREATER IN DEPTH ARE TO BE PVC SOR 21 OR SEWER SAFE D.I. 5. ALL SANITARY SEWER MANHOLES ARE 48"0 UNLESS OTHERWISE NOTED. RECORD DRAWING CER nFICA 77ON THESE DRA WNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. ENGINEERING DI VISION REQUIRE TSw BY DA 7E• TI TLE/POSITION: CONFIRMED BY C/TY- DATE.• PROXCT REF- FACOJ-001J THESE PLANS ARE APPROVED FOR CONFORMANCE WTH THE CITY OF AUBURN'S ENGINEERING D/VISION REQUAR" TS APPROVED BY DA TE APPROVED: 4 4 �s STAMP NOT VALID UNLESS SIGNED AND DATED ETERSON. ONSULTINC 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 TADI 0007 SHEET NUMBER V �+ OF 11 0yp /' ys SEE SHEET + ��/ 1 A. 21+75.50, 1757 RT ._..4, .r. e e. >d _ r q a STA. 2T1�+88..00 9. 00' L T µme• � JLA 1—�" 1GL (FL J) 1-8" AOAPTER l(/FLxilii a 1-8" GATE VALVE (FLxMJ) xk, 1-8" CAP (M✓) W/ CCXVC. BLOCKING i I TEMPORA RY TURN- 1 AROUND EASEMENT J � , I it r" MAC, T m 30' RESERWD FOR UTURE RIGHT OF WA f / 15' EXISTING INGRESS/ EGRESS EASEMENT I PER 8410030620 j f I ' 15' EXISTING INGRESS, EGRESS, AND UTIL177ES I EASEMENT AF #8410030621 STA. 21+b 1-8" TEE 1-8" ADAI 1-8" GAT! 1-8" CAP W/ CONC. CM !H101 a Ili 1+26, 48 LF-' _6" * y' DEEP 9 . s SEE SHEET 10 30 - 1+ 6, 30 LF 71 '� m 0+27, 31 LF \ 6 ", P ) 0 5= 0. 0200 a +r 6 CLEANOUT PER � s s4a n 'M AUBt^ STD. DETAIL >t i SERER-02 (TYP.) 10' PUBLIC UTILITY 54 0 EASEMENT (TYP.) s t tfi k' t L Z j AS SHO*N 3' MAX. PER JO{NT) (MAX 0+66> 29 LF 6" IE-r zip 7.q' DEEP DUAL WATER METER AND - SERVICE LINE INSTA .LA ntXV PER AUBURN STD. DETAIL WATER-15 (TYP.) I I � R t { Tj 4 � 7 � s '� t r Y wi �'�f 4 � i i-:,qua 3* „•.. I ' f, i °+�;fit s '. • ? �` ? �w 1 2 Y r a u 1 a r , STA. 19+85.8(4 78o Lr�_��d� 1-8 x6" TEE (MJXF�FLxMd) � ~ � 1-6" GATE VALVE 43 1 8'-6" D.I. ' ��^*,a4 � r"✓ ?' a' � a �,,Y {`{ � _. f yz-. yx t y" � r,�t'*y'r �` . 1-FIRE HYDRANT ASSY. PER-1 `• ".> i > ' kr, , AUBURN STD. DETAIL WATER-07 W/ CONC. BLOCKING too ®' l I /� css 72, 35 LF !! 1. I � .s.- 2_50 3/4" WATER METER AND A SERA LINE INSTALLAPON 27 10' PER AUBURN STD. DETAIL \ 0+23, 34 LF 5' WATER- 13 (TYR.) » DIEEP 15' PUBLIC SANITARY INTERSECTIOM SEWER EASEMENT STA. 18+66.02 122ND PL SE \ STA. 25+00.00 SE 307TH PL / 24 1 I � � �I EX/S7 (R) M _ ----- ----------- — --- — -- — — ---_ -- --_ _ -- __ _--- I ------_._--_ . 00, 9. FLxMJ) ' L T 42" MfN. TER (FL KAN)-- COVER (M✓) LOCK/ G I) "..................... PROSGRADE (TW ) od 3 214'•-8" D. /. '••..,,.,,�`+. � 2 --__...� ....... STA. 2 RW +75.50, 17.67' RT I OU$ (S){z9 72 3© I+36 WATER rn°) STA. 19+85.80, 7.80' LT 1-8"x6" TEE (MJxa) 1-6" GATE VALVE (FLxMJ)6" 114 .« 14 = » 1E 42X 16 q, Z7 '•-g- O 1-FIRE HYDRANT ASSY. PER AUBURN STD. DETAIL LOT 29,�4r pPC � ©.p WATER- 07 I 6" IE q2s, H 1 ,3 Z W/ CONC. BLOCKING LOT 31, 0+78� 6" !E 4=64H�2.DZ- 0+27J? ' " PVC LOT 32, -4 6" 1E 49-6 Z 41 S. 26, O+ F2J LOT 27, 0+15 LOT 6" IE LOT 25, 0+ T L " y1S. 1,5 6" 1E AlIj;,tp SSW 511=M STA. 19+95.82, 1.46' RIM 433,99IN T f llv I 8 /E -4f6:" OUT (S) L'TR. C.NAtNNE L Eli. w1�.29 I i STA. 18+73.50, 2.00' RT f I Rh�l 8 1 /4Zj.W 2 -#•�6:94- IN (N) qit 5- 47 I l 8" 8" PER -�?-19 IN (S) W L. 9 3 -#�? -89- OUT (E) 44, 72 DROP CONNEC noN TAIL, THIS SHEET _ 122ND PL SE i EX67M GRWND PROPow FINISH GRADE SCAL.E.- 1 "= 20' Ho ELEV4770N 7YP. )1 raEVAMN (7TP.)< 5 V E T. V�nit- : GRAPHIC SCALE 20 0 10 20 1 " — 20' Nz4•y2 - * xx CORE DRILL HW INTO MANHOLE APPROVED AOtrl , I IMai 11 MAX. � I � P11C PPE NNUX7 SANITARY LINE 1 x 8" IE 4N (N) 4' MAX Smili 7 147 I LSEAD t w1LT ANGiORS (1`IPICAL). ( i OVOWN IV VAX� w P.V.G Low Sim L W I am. Ttimm TOWARD THE DIRECT" OFTHE iFLOW _ CHANNEL AS REQUIRED Y MAX, f i 8" IE dl(•13 8" IE Off 8#-OUT (E)gO(v. . V Z. I01f�:. 1) MW OW NSTALLAT ! 4 FOR PRE APPROVED WO AND i* MANHOM ONLY, L"LE113 APPROVED BY THE CITY ENOMNM. 2) ORCIP 00111. SMALL !E 1i WAND OR APPROVED! T A � TO FLOW RATE AND PPE OMmmy Mi m WLET PIPE. ALLOW ATTACH Wft TO �l NC11 WALL NA3li 3 MtANUn SIM DOLTS 11i LEAD VIPAMION AWCHOI . 3) 80P lfNO FLOW COWN00111i THATTOUT A t" LOW Y St1APEO WITCH AT 9077M EOiiE OF MILET PPE. 4) PPE STRAP AND APPUlRTOONC E5 SHALL RE STAN&M STEEL. ALL MATERIALS OWL MI[ SL4*MTTM TO 1W CITY FOR APPROVAL PRKiR Tn NSTALLATOC SS H 514-79, 60W d INSIDE DROP CONNECT/ON AUBURN STD. DETAIL SEWER-05 NOT TO SCALE �nmgN!MUM SIDE SEWER SLOPE SHALL BE 0.0200 FT%FT MIN. 2. WATERLINES SHALL HAVE A MINIMUM OF 42" COVER. J. A FIR£ SPA)li LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARlirrrfENT FOR REQUbF�EMENTS 4. SANITARY SEWER MAINS 15' OR GREATER IN DEPTH ARE TO BE PVC SOR 21 OR SEWER SAFE O.I. 5. ALL SANITARY SEWER MAMYMES ARE 4870 UNLESS OTHERWISE NOTED. RECORD DRAWNG CER77FICATION THESE DRAWINGS CONFORM TO 77-IE CONTRACTOR'S CONSMUCTION RECORDS ENGINEERING DIWSION REQUIREMENTS. BY.• DATE.• 777LE/POS/77ON: CONFIRMED BY CITY DATE' PROJECT REFAC03-001,J REF- THESE PLANS ARE APPROVED FOR CONFORMANCE WIN THE CITY OF AUBURN'S ENGINEERING DIWSION REQUIREMENTS. APPROVED BY DAIF APPROVED. w R � W v l� M1 Liz W V to , �y 4 V Z j 4 Z I STAMP NOT VALID UNLESS SIONED AAD DA TED ETEKbON11R ONSULTINC 4038 Lake Washington Blvd. N.E., Suite 208 Kirkland, WA 98033 Tel (425) 827-5874 F&x (425) 822-7216 WMBER WADI-0007 SHEETNUMBER OF 11 aff] 410 a. U ;k 'c . � SEC. 9, TWP. 21 N., RGE. - 5 E., W M. 5' \ 1 f o rcAUL lc snm u SEVER EASEMENT f 1 LOCA II i I i 1 i I E ,I 11 1 I It ,l r L !I -1 - -y i 10 i 1 3 4 _1 5' 2.50' s f 2 P / A A AA d A � / b r� � r�D w SSW x STA. 19+ 3 / k A A �a A LY , 1 f s-o \ ^ x � �rl Y- 1 r {, s 1 1> R d / f d d f J d A P P / r 1 A / 7 i1 / f 15--85 54701 95.82, 1.46' RT 10' PU&IC �Ulkiry EASEMENT 41I EXISTM O � - — — — --- — — — — — — — — — — — — — — — — — --- — — — _ 5 / I / PROPOSED 8" PROPOSED 12" r WA TER STORM i i .f t 3 o.ov�9 P i A 2 i t 2 ` ( EX. GROUT D) STA. 19+955 82, 1. 46' RT (122ND PL SE) 8" IE 06, AP IN (N, W) i 8" 1E •4X6 6.2. OUT (S) EX/S7M ELEVA7140PV (TYP) PS � GRADE [ENWN (TYP.) Nuj ZLO vi SSMH 51 -86 - SS H 513-85 SCALE.• 1 "= 20' HOR/Z 1 "= 5' VER T. 4. 0 a'J 410 r� FAI GRAPHIC SCALE 20 0 10 20 1" = 20' N07E& 1. MINIMUM SIDE SEVER SLOPE SHALL BE 0.0200 FT/FT ON. 2. WATERLINES SHALL HAVE A MINIMUM OF 42' COVER. J. A R7RE SPRINKLER LINE REQUIRES A SEPARA7F DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REOUIR£MENTS 4. SANITARY SE*FR MAINS 15' OR GREATER IN DEPTH ARE TO BE PVC .SOR 21 OR SEDER SAFE D.I. 5. ALL SANITARY SEWLR MANHOLES ARE 48"0 UNLESS 07HERWSE NOTED. RECORD DRAWNG CER77FICATION THESE DRAWNGS CONFORM TO 77-IE CONTRACTOR'S CONSTRUCTION RECORDS ENGINEERING DIVISION REQUIREMENTS. B Y. DA TE.• 7ITLE/POSI77ON: CONFIRMED BY CITY- DATE.• F4 —((J73 PROJECT REF / THESE PLANS ARE APPROVED FOR CONFORMANCE WTH a THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY DATE APPROVED: 4 STAAW NOT VALA7 UNLESS SIQNED AND DATED I IR ac! 0 N NSULTING 4030Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 JBB MA IWR T J7l -0 V I SHEET N R l L� 8 OF 11 K. oy0 17YS \ STA, 21 +'. 00, 9.00' L T - 15' EXISTING INGRESS, \ 1-8" TEE (FLxMJ) EGRESS, AND UTILITIES \ 1-8 ADAPTER (F-L hf'/ EASEMENT AF #8410030621 \ 1-8» GA 7F VALVE (FLxgWJ) 1-8 CAP (MI) W/ CONC. BLOCKING s 1' TEMPORARY 7URN- �; AROUND EASEMENT ,ors 30' RESERVED FOR FUTURE RIGHT OF WAY I / 15' EXISTING INGRESS/ j "'-- EGRESS EASEMENT PER 8410030620 1+26, 48 LF �,y' �EEf DEFLECT W4 TER AAA AS SHOWY (MAX. 3• PER JaW i) 0+66, 29 L29 F ' 6"AFw—rQ 7.,11 nEE P 3/4" DUAL WATER METER AND SERVICE LINE INSTALLA77ON PER AUBURN STD. DETAIL WA 7E-R-15 (TYP.) J SEC. 9, T WP. 21 N., RG E. 5 E., W IAA A r- l�iiw�i LOCATE AS SHOOK r" r 1-8 x6" TEE (MJxF�FLx*(J) 1 2 1-6" GATE VALVE r�✓< 20 —6" D.I. rr I 1—FIRE HYDRANT ASSY. �;rr STA. 21+75.50 17.67' RT PER AUBURN STD. DETAIL W47E'R-07 aA BLOCKING 96 7 x-, � 1 7 FAV 5. "r ✓ C � ZYT r I� ti +36, 30 LF 1 -6A& y f 7,rf0E1EP I h 3 x ` I � � f�• s _ � ,gi r l S i +78, 30 LF x 27 / 4 F Inu E T 0 a ffl m � I t r� bi 3 42" MIN. , 1 COWR1 _ — — — — — — _ — . � _ _ . _ , 1-8" TEE (FLxMJ) "` -- J 1-8" ADAPTER (FL J) I 42" ASSUAGED 1-8" GA7E VALVE LxMJ) DEPTH 1-8" CAP (MJ) 60'-8" D.L i STA. RIM 21+73-87 17.67' RT 0, 17 7 14 & 1-8 x6" TEE (MJxFL) 1-6" GA7E VALVE (FLxMJ) CONNECT TO EX. 8" MANV 1-8" 7EE (MJxFL) RI IE 438:1p (S) 20'-6" D.I. 1-8" GATE VALVE (FLxMJ) AUBURN STD. DETAIL W/ CONC. BLOCKING WA 7FR-07 W/ CONC. BLOCKING EX15771MG ELEVATION (TM) 0 n 0 n N rr Vr d TRACT U" SCALE.• 1 "= 20' HORIZ 1 5' VER T. I =11 aLf I EX. WATER METER TO REMAN. CONNEC77ON OF NEW MAIN MUST BE MADE -SOUTH OF EX. SERVICE r CONNEC77ON CONNECT TO EX. 8" MAIN 1-8" TEE (M."I) 1 1-8" GATE VALW (FLxMJ) 1-8" CAP (W) 1 W/ CONC. BLOCKING � IA ' EX. 8" WATER TO BE REMOVED � OR ABANDONED SOUTH OF NEW CONNEC77ON. IF ABANDONED, I FILL LINE WITH GROUT. � 5, 15' INGRESS%EGRESS EASEMENT PER 8410030619 7 e le e e e e 15' WAMRMAIN EASEMENT PER 9404$71529 GRAPHIC SCALE 20 O 10 20 1 " = 20' MWEM 1. MINIMUM SIDE SEDER SLOPE SHALL BE 0.0200 FT/FT MIN. 2. WATERLINES SHALL HAVE A MINIMUM OF 42" COVER. J. A FIRE SPRAWLER LINE REQUIRES A SEPARATE DEWED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPAR7WItENT FUR REQUIREMENTS: 4. SANITARY SEWER MAINS 15' OR AREA 7FR IN DEPTH ARE TO BE PVC SDR 21 OR SEDER SAFE D.I. 5. ALL SANITARY SEWR MANHOLES ARE 4810 UNLESS OTHERWISE NOTED. RECORD : AWNG CERTIFICATION THESE DRA i!WNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS ENGINEERING DI WSION REQUIREMENTS BY DATE.• TI TLE/POSI RON. CONFIRMED BY "CITY DATE:• PROJECT REF- FACa3-001J THESE PLANS ARE APPROVED FOR CONFORMANCE W 7H THE CITY OF AUBURN'S ENGINEERING DI VISION RE4 m.,wurNTS Z c Q Lu v� ETEKbON ONSULTING 4030 Lake Washington Blvd. N.., Suite 200 Kirkland, WA 98033 Tel (425) 8I-5874 Fax (425) 822-7216 NfE�t TAJ{{�� ILM7 APPROVED BY SHEET NUMBER I DATE APPROVE,t3: �1�� 3 0 W 0 45 STA. 18+7171, Q06 LT 1-11 114' BEND (MJ) W/ CONC &OCKING ^. � f f / f 434 - — STA. 18+6Q 49 6.67' �L T f 1-8" TEE f -8" GATE VAL ME FLxMJ f ( )+ 1-8" ADAPTORS (FL AfJ) f W1 CONC. BLOCKM' f f ��— f f 2/ r 404 It 23 410 �If Sfll[ I / f i f f d f;. f i� INSIDE DROP CONNEC PER DETAIL, SHEET 7 fD 4 IN C7IUN.• S.T. 18+6a 02 122ND PL SE = STA. 25+00.00 SE • 07TH P i� 1i 34 33 \\ 2+25, 25 LF f" ,suefi.. ►— i 7 &of EP 2+ F JM5OF L F ` DE EPV 42 SEC. 9, TWP. 21 N. RGE 5 E... W M. 1 � 1 � i i 2+00, 25 LF 0 1 51q' DEEP 10' PUBLIC UTILITY i EASEMENT (TYP.) t _-------, ---------- � . � t ' / t r, i ?#35. 35 LF 2+OA 35 LF,! 4 a-- r-fiE-4f9:� �•q' E?� L,5' 0EEP11 -- -------------- r r 0#2.� 44 LF r _ _ _ r 40r C6" AF 40 — — — — — — — 3/4" DUAL WATER METER AND / II�+ TYP O S=f 0200 i r / / ��� 6*''��- SERV7C£ LINE INSTALLATrON M / (j) 6" / i CLEANOUT PER PER AIAKARN STD. / AUBURN STD. DETAIL WA R-15 (TYP) DETAIL / j / ` f / ~ * SEWR-02 TYP.) 1+08, 25 LF l 0+6a 25 LF , De E to "COT 4 AI£7E'R l _ _------- -L _L - i o�- LST 4 METER x aa , - rS.1f 9� p J a � / ©• / . / ,� � • • ® STA 28#55 OQ 5 OTJ L T Ik 40T 4 METER / r4,. t l f xv a> ti y r A , m ..y 3 � .�. .. �},•' .f x, fix. - r/ - .99.. r f • j�.r Li .�,,� •.� < 'i, r � ,. '„ < .,� ...: ., j y r ..: ,y. .: s iek. ,%V. .... ! }':'A. xL,L ✓ ,�, '�F.,� , Y,. . � .: a� A.:�. j Y T rSa. J l: f � 5.:. �� L ^Nl"ty b s . :.;:. � 4n ,:4 .->�.. ,. ;,,� ,...:.. „�.,:.;,. � ;w e :. ,.=.f •, k-,:,'S.r` f. .. , .. , ,.,?`"W .etY' s. '. >.-. '�I-; Sam l w Ire` *) s 5 a j Q x{ r� x4z a / / tti / ,-- / f , . STA. 28+90.40, 1134' RT Ban ( ) 1-8" CAP fim • /' / / �, � 1-2" BLOW -OFF' ASSY. PER �,�` 1+32, 35 LF / oo b, " / AU&#WN STD. DETAIL WATER-03 O4Ef 4- / / / 87, . LF / e i� / o,, t r U /W1 CONC. BLOCKING DE 00 STA. 27+32.90, 7, 00' RTj� 2+df 89, 43 LF 1-8"x6" TEE (M.W / 0+29 51 LF ,t 3+13, 5B LF - i / �6 1� ;--�-¢16`6 Dt EP 47, 1-6" GATE VALVE �FLxMJ) �13 i s ,� o" �' .s a t4 dh5�-. j j / / i 14'-6" D.I. o j -11 g)g e �.c i• i?� i / JI o l / 4 J I 1-FIRE HYDRANT ASSY. PER Z/ �� DE�P / 17\ j STD. DETAX WATER-07 / / 45 44W/ COMIC. BLOCKING -------------- � 1 EMINW • _ ter, ,r � (irr •., ' PROPOSED 12" STORM ` V C3 ' 44?* Aft Sr STORM • • � COVER W ffT 24D ' 8" a SIM 18+6G149 6. 67' L T (1 PL SE _. 2-8" GATE VALVE/ (FLA(J) A6M 1-8" ADAPTOR WATER [STA, W/ CONC. BLOCKING (Typ.) 27+3 90, ZOO'RT 1-8"x8" 7r (MJxFL 1-6" GATE ALVE (f'LxMJ) l _ D.I. 1-f E HS PER ANT AASSY. PER IN, STA. 90 4a 8 34' RT AAARURN \ 1-8" AP (MJ) 4 01TER-07 W/ CONIC. OCKJNG �, 1-2" OW -OFF ASSY. PER STD. DETAIL WATER-03 W/ C 8LOCKING LOT 34, 2+2 N, i ujo Q `�• `• / 363 D. b10•S - "PVC 46" OT 44 3+13_ " IE 405.14 _._ � t 2 L143T �-8" PVC S� 60"0`�,f; L© . t 3.50, 2.00 RT � 51, z#� IT- 2423 1 OT 5a 2*j5j S 5f-82 HD'!'.l7 6" � 6" rE 6" fE -4$ 6" tE-496�4- LOT 48 1+32 LOT , 1+D8 L " " 6 � T 47 0+87 " LOT 37, 0#60 LOT 48, 0f29 LOT 38, 0+ L I L 122ND PL S£ RIM �zg'�+ 2 � t � p g b9 yD7 sq �D7, z �HO? 22 a 6 IE ynb•Z� l£ ' - 6 r£ r46�.� H©b.03 gb5.75 " " 6 rE y�fBS 4� 6 /£ ,WIGS. LOT 39, 3+09 L 1 2 B IE 6 T 44, 2# 1E 4�i.35 04.9 3 Q No4G " 8" IE 40A $8 - rN (S)1 S A. LT 8" IE OUT (E)g6tv•22 INS" DROP CONNECTION RIM �- a 22 PER VE • SWE 7 7-- 8" r£-OUT (E) y06•07 El"ll 11G avolm PROPOSED MASH GRADE ELEV47KW (TYP.) ELEVATM (TYP.) 27+00 SE 307TH PL SCALE.• 1 "- 20' HORIZ. 1VER T, ft � A" GRAPHIC ,SCALE 20 0 10 20 1 " 20' 11. MINIMUM SIDE SEWER SLOE SHALL K 0.0200 FT/FT MIN. 2. WATERLINES SHALL JN A VE A M n0(,M OF 42" COVER. 3. A FIRE SPRINKLER LINE RE00RE5 A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR RE AIwf7S 4. SANITARY SEMIER MAINS 15' OR OWA TER IN DEPTH ARE TO BE PVC SOR 21 OR SEWER SAFE D.I. 5. ALL SANITARY SE WE MANHMES ARE 48*0 UNLESS 07WRWW NOTED. RECORD DRA WNG CERTiftCA 770N THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. ENGMEERING DIVISION REQUIREMENTS BY DA 1E: TITLE/POSITION. CONFIRMED BY CITY DA TE: REVISED PRO,ECT REF- F.ACOJ— 0013 a y THESE PLANS ARE APPROVED FOR CONFORMANCE W TH THE CITY OF ALOURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY DATE APPROVED: 'ERSC?N NSULTING 4030 ,� a &n Blvd. NA., Sgite 200 Kirkland, 1FA Tel (4` 4 Fax (425) —7216 'r � ✓ � «'ram 1 1 i ✓' -'� ram' '` I 41; J r \ C 7RACT V OVATE ACCESS oft U Ty/1 / l PUBLIC SEKER ,. 1,„64, 23 LF r E 6" OF ' DEP �I! 19 LF rr OF of 1 p' r rI % h 4n ti _r f 430 420 V ' SEC. 9, TWP. 21 N., RGE. 5 E:, W. M. I A ♦ ,,r ! \ 1 \t ' 1 1 i t I { l A02 -- ~ \ \ \ \ \ lei:`r 1 t lf I 1 EX. HOUSE /' .' s ` �� �` \ `� "- -- 12" ,C 400.1 I CONNECT NEW 6" 1 r f,f ' J l t/-4.SERio CE TO EX. ; �... � �►,4 ,I '� y�/� � `` . � � cc PAh CL£ANOU7 MATCH 1'1 4F. . s . r i' ► / //r 1 a �- \ - - _� _ �r n �. o- rr '"�•.. ~ r � 4" CpPPEv -. a., .ic "J406 + 4fti~~~ v } I . CITY OF AUBURN RAINIER SHADOWS PUMP LOCA AS SHOWN ` LOCA AS 5HOW '"~~—; I STA77ON 514-03 I r CAU770N. POWL�R, ''�.. TELEPHONE, AND GAS CROSSING. 1D+82, 25 LF 19�. CON7RAC70R TO FIELD LOCATE 6'\ IE 411.00 \ 154' PRIOR TO CONSTRUC71ON SEWER \ MAIN, USE EX ME 4 CAUTd \ I 1 e ` ! } JEX. 514-27 ,.. t2" \ iE 405 1 RIM 54+ 71, 6.50' L T \ c 8 1E (N S E) \ / j M , CTR. CHANNEL EL. 391.2,E �--- -. No \ \ r I+� " F— q 0I. 3.2 4*(NW) SIDE SEr"ER AT CORNER OF EJUSTNG H�i \ EX. HOUSE /I C0101ECT EXI S77NO HOUSE TO NEW SEtifR MAIN AS ONN. PUMP ANO {` I \ ABANDON EXISTING SEPTIC SYSTEM IN PLACE A r• GRADE EXIS (TYP 1 331' p 1 L& A P1A^ EX. 12 SD CULwRT 12 I£ 404.B9 4 2+19� LLOT 42, 1+62 I 5�8- LOT 6" If 6" IE-00446 AiPq.�U EX. HOUW 0+93J 6" 1E-494.04-W 03,85 bd700 1 2 5 \ EXH S£, LOT ?+17 LOT 41, 1+64 6" IE - 4©q, 22 6"" 6 Z 6" D RIM "4T.f "11Is.7-3 R#4-f#$r"- 415.144 (MATCH EX. GROUND) (MATCH EX. GROUND) " IE 4".S;x- IN (W) 4P3.33 8" AE IN (W) `10i. 8" I£-493-OX OUT (E)'4ts3.23 8" IE 4"a;z OUT (£)t4o0q A. +11. 50, 3,94 LT RIM 467." (MATCH EX. GROUND) 8" IE ov (w) F PyROPOSED� FOWSH GRADE v �Gf T7W7 t q R9�iT.� y79�1M}G aEKA7�7N1 (Tr1.) ELEVA ►I N (TM) ) f 4. Cj N `* �i •� N <s o N*V S S H 513-82 - SSMH 513-80 SCALE.• 1 "= 20' HORIZ. I "= 5' VER T. 4 >� a rs:r a � t � GRAPHIC SCALE 20 0 10 20 1 " : 20' 410 "�....,, MLET SAINTARY LINE 4' MAX. ' ! ~twqjam & SMT WIN Mae" (Tv cm. . i - � v.G i' I IAM R Of IM 1 ; C AS Z' MAX { t D 'f EX. 8" E (N,S) ! CTR. CHANNEL EL. 31 Jim t) Rd= �,yyG1@W IIkST' IS FAR FK Y T41E M WO AND WO M 3!{nF1\14i.3 ONLY, . .11 2) DRA MW 9 4ALL K "ROAM—DiJMNo MIC." NOW lilt EOVA . SSW A ON APP4~19 70 f;1a0Mt *Alt At+>k1 PPE OWNWA tit M Wft DWAMY WON OUT Pft ALLOW MY 1" "*M M FM AND MINL. ATTACH ti ft TO MAMOLE WALL tIMT#I I/r# STAft= SMM BOLTS IN70 LEAD EXP04M ANCHOOM 2'cIITT A/ 1" t OW V SMI ++ + AT IlE1"10M MW Of KV PM 4) PW STRAP AND APPtM DONC0 9t4ALL K STAWAM STk. ALL MATERIALS 9 4ALL K SJNWrU 'M THE CITY R* PR101t TO M STALLAT►ON. p k6jo w c) - f ` Q SSW 513-80 U s1- A INSIDE DROP CONNECTION AUBURN STD. DETAIL SE R-05 NOT TO SCALE A N07M 1. MINIMUM SIDE SEWER SLOPE SHALL BE 0. 0200 FT/F T MIN. 2. WATERLINES SHALL HAW A WNWUM OF 42" COVER. J. A FIRE SPRINKLER Lll&E' REOUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS 4. SANITARY SEWER MANS 15' OR GREA7T'R IN DEPTH ARE TO B£ PVC SDR 21 OR 5F10ER SAFE D.I. 5. ALL SANITARY SEIWR MANHOLES ARE 48 0 UNLESS OTHERS NaOTED. RECORD DRAWNG CERTIFICATION THESE DRAWWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS: ENGINEERING DIV1S/0N REQUIREMENTS. BY DAT T. TI TLE/P'OSITIQN.• . CONFIRMED BY CITY DA TE: REVISED PROJECT REF.' FAC03—raQt3 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY - DATE APPROVED: g R t K � e x i V Z Sz t�T EXPIRES 09 /09 /04 STAMP NOT VALID UNLESS SIGNED AND DATED ETER"'ON ONSULTINC 4030 Lake Washington Blvd. N.E., Suite 200 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 JOB NUMBER ! AI.J/l0007 SHEET NUMBER OF poaf 0 17145