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HomeMy WebLinkAbout70W15127, 1 i AFTER THE WlaTEiZlr.t f 1 N 5T4-LLEp i ,41 -r'rA E. C-46AN1<P �+ - , AND TESTED -f1-IE SP E 4�TW��uTN- Pf At.tt� 1 J 1 ! t 4 G A5l N C� Ate' Tl-1 E !✓ N OF THE: G Ac= S HA L 1 tt I ! I e,F�� C7 W ITN C_ONC. E FflR ,-T c_EAST 11 E. a t t i ��pC:'1- LE fV vT" C *A S A G ►-a 1= t�l D x �Y�, /45TN9+00 ,2r. u-�3 V j _ ! �4�Tp•4�`a5 12t',N l � o� 30" r a.St`h► 1 _ FOR CONNECTION '►� DxXsT. 1 Y I I ? \ wAT ER L1i`IE SEE WEST VAL "Y -- _ — J Lt 1 �. H•.G�IvtAY coNN�cTtON DSTA�t.- � ,i � -�- x \ W. S. H.0- R /W +- - \ -TOE OF SLOPE 1 I O 1 I tD s CD I STA 13t4 J r N! T `�'_• r i i ' - SLOPE V AC vuM E -ibE OF Sao TOP OF J"- i - lo" C3lST't'E R�.Y TURN a0° E! . OQW N AT ?_ i X i-r \FACE of CURE \ A-L-%q INSTALL VER .ICAL THRUST BLOCK \ \ \�\ �', w 10+00 RSA 14 W ST VALLEY H W 15TH ST. a -- I c� TOP of SLOPE $OX CULVERT \ ( } I \ bo a I I I 80 1 , INOTE = \ I +03.13 TO STp. o `$A`O II , W.S.4-1.D. CONSTRUC�'1�JN 1..1M1T5. � 1 ! WATERLINE COH7RACTOR MUST C,O0RO NATE. PL \ \ j 1 WITH-CGt-3TRACTOR QF W.S.N.D . pAC1L-lT1ES. , j C W11r A L SCALE: I'� 50' 1H • •� 70 I CQNTRAC�'OR MUST OMPLY L APPL1CAgLE W.S_H.D. RE�ULAT14NS.. Q a 2 ul �O U1 tu7 W1U i 4FOR PIPE JOINT L..O KING W `�- , I J REQU I R e tom" V-HT s EE Q SPEC Ir00-A-'1 NS O � ul MAINTAIN F-ROSIO 221/2°�L.�W}i Nr=�+��J►J f�! P1_A.1J VIE ►1S*LL VERTICAL. - pROTECT101J THRUST 6l,�CK lSEE DETAIL a I -- — - - - ---- -----t---- ---- ___--- - I co ? ! i i dv 17 m PROPO E.D G RAREON -- ---- --- - SNOW N PLAN V i EW ) - ►. 600 Me 70 WA R L NE - G• 1 SLOPE DE TN L i - r j FOR WATERLIN ON 2:1 St_OPE I SE,E. OE.TAIL T IS SHEET 60 ---- ---1 { , EXISTI>vv ;NOUN �.INE i 50 50 - -- - -- - - - - - - - - -- - - - -- - - ----- - --- - - -- - - - _ - -- - - - - - -- 40 ME i ! I ! 34►` 1. C--, -4 7 ZO f 3Q�, +Ekl s�r ra C1S•51NG ! i '�-5TA,+oo - - - - --- I Bo'x CULVI=RT 42`�5 PROVIDE CKED JOR4TS TH U ENTIRE LEPAG H OF 30" CASINO 40 1® \ I p11► a A'+N� "'30 'fira, L I 1 +00 6+00 7+00 8+00 9+00 10+00 11+00 4+0 '� IS iSO ; I +00 2+00 3t'JO 4+00 5 :r K _ o � ►�: o �� PROFILE SCALES: HORZ.-1 11 = 50, • VERT.- I"= 10' -------------------------- DESIGNED R V H. - - - -- -- -r-- - --- -- ---- --1- - --- __ DRAWN L.M R DATE I NO. i REVISION BY. C► KI;ED M A A MIAYMON � COYNCIR , APPROVED �' '= -c SCALE AS SHOWN I DATE SEPT. I FILE 10 S - 319 002 S S1teevelis. Thompson & Runyan, i"o. T R Engineers/Planner 3 PORTLAND. OREGON SEATTLE. \bASHINGTON 0 CITY OF AUBURN, WASHINGTON SCHEDULE 2 15TR ST. N.F./N.W. ISTE i W T R, IMP N 0 76 M'F ,4 PLAN AND PROFILE _ 6 IS7a • COISPAXT I i- Ar al OA NATIONAL ST TV49-END-1 2'/2" q0o EL BLOW - OFF EXTENSIOtA TO BE PROVIDED FOR 21/2" ZL0\ I -OFF SMn+1010M • COMP%W. Z1f 2t' MALLEABLE RP 1 RON CAP 2 !t R C P MA MOLE SECTION ---� ►'/Z" C RM4 GRAVEL 21/2" GAL\/. STEEL PIPE 21/2" x -5" GALV- STEEL PIPE Vq fj �IMA.IYA AP � 90 — -- - ----- — 2 0 30 30+00 31 +00 DATE NO. REVISION Lit' CaA,TE VAL.VEW f VA.LVE BOX Z'/2' BLo\ry OFF DETA� L s IV, . AC PAV EMEU-T C.I_ASS 8 2" CRUSI-IED SuRFAC11�1G TOP COURSE ►'Z" WATERLINE V 19CP EL PLAN SC—ALE�T= r N p i J N f�' I U I U CJ 0 Pczo.D G in aW 9 � W_ - -- -- r I Z �LU 0 7 �h v X4 Z_ c� Z o. pow-BQ.1 D G OSTAI t vq T E" USE LOC -F-0 JOIN -VS ACA ROss M Ual m 2 80 - — ----- - — -- - —i � I _�tJST 1(0" BuT11TcRFLY I i ' 70 60 _------- --- ---- ----- — T _- -_ — -- — _ - I EX15T1 i I i j • ! 40 4 I I --- - - ----- - _-- 41400 42+00 4 3+r ..� . � ---- 40+00 __ _— - --- 39+00 - - --- -- - -- -- ----- 37+00 38400 32+00 - -- - 300 34400 35400 38+00 u I NAL ��► DESIGNED R.V. H DRAWN L.M. R. BY CHECKED M .A.A. PROFILE SCALIT HORZ I' = 50: w VERT. 1 = 10 CITY OF AUBURN, WA SHINGTON W TR. 1 M P. Ill " 76MT4 3APPROVEDZ�! Stevens, Thompson 8i Runyan, Ine. SCHEDULE 2 S 6 H wN DATE SEPT I97Z70 Engineers MannersPLAN AND PROM LE SCALE AS S O I T R 15TH. ST. N.E./N.W. PORTLAND. OREGON SEATTLE. WASHINGTON FILE 70-S-319.002 11. NATIONAL ST TNR.EAD1 2,1/2" q0o EL MPT----*,,i 114 BLOW - OFF EXTEM'blON To BE PROVIDED FOR. 21/2" BLO)W-OFF m Fa .• 50 40 30 ;___i 30+00 Z112" MALLEABLE RP I ROM CAS 24' R C P MA.MVAOLE SECTION ---_ I I/2" DRAIN GRAVEL 21/2" &ALV. STEEL. PIPE 21 /Z x 3" GALV- STEEL w! 8;1%mw" - AP. - - `2 c ! 31 +00 [-V1 GP.r E VALVE W 1 \jAI-VE BOX ZI/2 ' BL0\P, OFF DE.TAt L- 32400 DESIGNED R.V.H --- DRAWN L.M. R. REVISION BY CHECKED M.A.A. DATE NO. sHniwoM � cor►aw� N 2" AC- PAVEMENT \ Ct_ASS S 2" CRUSHED Sv{2FACI MG TOP COURSE 12" WATERUNE Y 9cp EL G J � V • 2 Q 0 dU1 9 - - - — -1� W - -- —_ s PLAN ScAL� E I 50, PROP..�E.0 G ACHE Z_ v Z d a. N :1 6 � � 1 =�E pETAI N TE-' USE LOCKED JOINTS ACROSS HC .e Z B IDCaE 180 I tAST Wo" BUTjf'= iZRX 70 j 60 GROUND L1 } - i j I j ! 40 j 130 � 1 -- 0 9 y 41 +00 42+00 4 3+ '` 4 39+00 40+00 —__ 33+00 — -- 34f 00 35100 --- — _ 36+00 ------ 37+00 38�+00 A PROFILE I ONAL SCAL S HORZ. I '= 50�VERT - CITY OF AUBURN, WASHINGTON W TR. IMP, Nr 76 MT4 APPROVED Stevens, Thompson SL Runyan, Ine. SCHEDULE 2 . S AS SHOWN DATE SEPT 1970 Engineers/PlannersPLAN AND PROR LE SCALE T R 15TH. ST. N.E./N.W. PORTLAND. OREGON SEATTLE. WASHINGTON FILE 70-S-319.002 'Q w i� S 3 I ' i 1 I i i 3/ 6 IG" TEF W/ 2- le ButvD F L-AwGE IOU -IG WATERLINE -�STA_46�55 tpSltii- INSTALL. PIPE. ' '•3 eRi TOE OF PLUG w/ M, J. PLUC) O� M. J. C. CR .. AP o�ETE A HOQ FOR O T�% O�S1N 8or,-1T--6 WATERL11.1E F-jR 11•i C�NC WJ1k' RUNE C1t 2 =1 SLOPE SI`.F D"E'fA1 Ft -T URE RENUVAL I 22'12* 6ENO g 1_ Of' E EASE1v1E�ST �STA 4 (Q +S5 22`►�► . INSTi�LL 16" TF E STA 53 S E 5 1 NSTALL o 2-1 &d' BU 11T-ZFLY VALVES HYD. ASSEMBLY 1 E.54. 2 W . �V a7 (V Top Q � F / n � — _ s N r kPL'LL JTS. AS READ. iq FCR CURVED ALIGNMENT v Z 1 Z � W _ c 1✓ a 0 Z �J in z C9 � z cr a m J wi 80 70 60 50 40 20 1______ 45+00 J, 19 } - N 5, ac Ft-\cE OF CURB o in N il r cn t11 PLAN SCALE : 1"= 50' 46+00 _ 47+00 48+00 49+00 50+00 51 +00 52+00 PROFILE SCALES ' H tl_. i = 50` VERT. I "= 1 0' DESIGNED RVH. APPROVED l $ Stevens. Thompson 8z Runyan. I>InQ. �• — DRAWN L-M.R. S,:ALF AS SHOWN DATE 197 T Engineers/Planners PORTLAND. OREGON SEATTLE. WAS3HINGTON DATE NO. REVISION BY CHECKED M.A.A. FILE 70- Sr 319 002 53+00 N. STA 58+90 16X 8 TEE , 90 OF 8` PIPE, 5'TA, 5-7+ 5 O IN S-TALL a., Gv STA54-k 13 32' N It,"S-TALL1�"x12" "YD. A,55SM5t_Y C QfJ =, S, 1.6' t3UTT E{ZFLY VALVE. Z-12" F3UTCERI; -LY VALVES _ l j4 O+ � Q N � W O` Z r_I N5`VA L 90' 17- D.I - _ N PIPE00 2 t� CAP PLUG WITH M.J. PLUG OR M.J. CAP PROv►DE LIFTING EYE IN COMCRETE ANCHOR FOR FUTURE REMOVAL., �`- q� STA . 53+95 1 NS`T'ALL 14U CLA SS-L4 12" (_ONG. PIPE Cam' O: 22'7o SI�PE, BEDDIN.C) SHALL BE APVVA CLAD B 54+00 CITY OF AUBURN, WASHINGTON SCHEDULE 2 15TH. ST. N.E./N.W. 56+00 57 U ftj 59+ WTR. t M P. IV ° 76 PLAN AND PROFILE 70 w- sly 1w 70 50 40 WE 120 4 M-F-> 17. -70 -5-319002 id STA. GO-V5O I WST&LL "YD. ASSEMBLY PLUC7 Wj M.J. CAP 0IQ M. J. PLUG, P20VIDE LIFTING EYE IN CN OC. FOR FUTURE REMOVAL N i u) STA. (o34,3 0 1►JS7 AL L LU ►-IYD. ASSEMBL.�(� 1. E52"TO i NSTALL 9O' OF 12" D. I - PI PE C STA. (o5+75 I NSTALL 1 I0' CLASSIg� 12"CONC. PIPEe 0.31cw SLOPE, BEDD11.1G 5NALl._ BE APWA CLASS 8 f�—ISTH ST. N.E. - -- _ W i 2 w iI STA G74-9l 16+B'TEE ExtST t(o r---------- INSTAI� �2 OF i2 D. i PPE 5' UT I L11-Y EASEMENT TO I ' a}O' OF 8' PIPE, 8"VALVE BE OBTAIN'ED B`l CITY of G — 2'C) STA �3+�3 32' N. INSTALL ►6" xt2' L F'AEBY LLNYD SSMO Y +YD SSM CROSS VBUTTERF-L`( VALVE 2-12" \ 1.E. S4 -t2 BUTTERFLY VALVES, IIOLF 1:01 DA. PIPE / SLOPE EASE.MENi' ICo" (BUi'TER.FL`! VALVE \ \ / AND 140" q0� EL i \ b Top OF Q E ANO RAN F bp SEE SPEC IFICAT{Ot1SSQI=G1Al FACE OF CURB c jj ANC"GRAGE" FOR JOINT LOCKING REQUIREMENTS -70+00 I /' In T S MJ CAP - PLUG W/ M.J. CAP OR M...l. PLUG 1 j PROvIDE L�FT�NG FYF. IN LONG (r r S*20 INSTALL I10' CLASSISt AgAt.1D011E� W-4'! 1 I ATiC1�OR FOR FUTURE REMOV AL. 12"COLIC PIPE @ 0.22�- SL©PEA BEDDINC-i _ S"ALL BE AP.W A. CLASS B Q I I r 1 m I� I PLAN SCALE: I "= 50' 20 ► I I _ ► I -- I ----- 60 +00 61 +00 62+00 63+00 64400 65+00 66+00 67+00 PROFILE SCALES: HORZ. 1 =50' VERT. I "=10' -�-�� - DESIGNED R V.H APPROVED g Stevens, Thompson 8L Runyan, Inc. DRAWN L.M.R. SCALE 1.S SHOWN (DATE ::EPT 1970 ►j. R Engineers/Planners PORTLANO. OREGON SEATTLE. YVASHINGTON DATE NO. REVISION BY CHECrED M.AA FILE 70-S-319.002 MAMMON 0 COUP^" AVE . PW-O;:ILE. i 68+00 69+00 70+00 71+00 72+00 FAS .8 U I L I I'ATF CITY OF AUBURN, WASHINGTON SCHEDULE 2 15TH. ST. N.E. /N.W. WTR. IMP. N° 76 PLAN AND PROFILE 6 ww 70 W- /,!r/4k I -7,�) szi,).002 I �k STA _ 1s 02, G5 N . I►.ISTALL 14" X 8" TEE I I I W1 W EA-1 NIJ F LA NC,E 275STP -1+10, G5` N . 11�1STAt18"9Q'EL AND ` ! CONNECT TO EXIST 8"W . AS RECD. 1` I • ..r! ABANI3GN EXIST. 9" �v �S-TA. 1+04 , 3T'N tiSTALL 24"X I G"TEE, 24' X 14" REDUCER N t&' BUITER1=LN VALV'E AvAD 14" ,3 .I -,_j3UTTERFLY VALVE I Is I l NSTAI L 24"x8' EE w/24" gLlND >=y�t1C�E1'., I I 1 1 Q_ STA . 1 +05 , 10, N . INS;,TALL 8` c)OQ•EL. (INSTALL 24"TEE, 24X20' REDUCER, A,MD CO?•INECT7 3 , 24" E.•JT TFRPU`( VALVE AR0 201 EX 1ST $'' VY BUTTERF L`f Vi4LV E AS RECD_ ABANDON EXIST I CjTH S-T • E - �' W STA .0+90.53 II 19' J 1' I 3 STA. r+►1,1CJ' S. I I NSTALL 20' (o" TE W/ ABANDON EX 1ST- lo" VV BLIND FLANGE I l INSTALL IV' 90'EL AND C:J I T. (o"w 1N ECT TOEXI S AS RE Q'D. 6" VALvE WEST VALLEY HIGHWAY CONNECTION DETAIL NO SCALE :cI MOT E 1 EX I ST, Ac- OR BITU M . SU2F•ACE -�_ _- NOTE�3� INITIAL BACKFILL SEE, SPECS. BEDDING MATERIAL W HERE REQUIRED 'SEE 5 PEG5. - - 3"A.C. SURVACE CLASS 8 ASPHALT TREATED �-�----- --T - - ---- --- I=o I SUBSEQUENT pACKFI I_L E 24" PAY 10TH SEE OD o _� Icp 0045 4(014 M 1 N. 0 J - NOT E: 4'' MIN. ---�' 1 CENTERED OVER THE PIPE HINC-i SHALL BE OD 2.PATCHIIJG OF El(ISTING QvRAVEL SNOUL.DER OR DRIVE WAS( SHALL BE 2" TOP COURSE OW G" 'BASE COURSE 3, REMOVAL OF EXIST PAVING SHALL BE 'UT DENT 4-ND ST'RAiGNT. PRIOR TO REPL.A-MG PAVED SUZFACE 1"" 15 PAvEMEA1T SHALL Be 5XWEo, wl-sN s7ualGHT JIAIFORM EDGES 1 Focn BACK FROM THE EYCAVATIOla- THE SIURFACE CUT s"N- . BE GIVEN AT CIK COAT OF AS5?%.4ALT EMULSION SS- I APPUED TD THE E►.1TkRE EDC-Am- 4-ND THE FULL Dv --VT" OF iT)AF_ CUT. RESURFACING & TYPICAL PIPE TRENCH NO SCALE - --DATE NO. - �- REVISION CONC. ' RE�u1 APP'120` E x IST. GROUND ,,/ L I N E I Wool, > ZI Q�W' . OdO . T o v► a°w' Q' ]IOD! > i i i ,LL N COT E = W NEI,I VALVES ARE LOCATED IN ROADS ALLEYS, OR 5I DE W At -KS A C04CR ET 'Z_ E PA-D '- (o" SQUAQE, $"TVA%CIL,\NI_T%; I/2"0 BAR5 AT $'OENTERS EACH WAY SHALL 8E CAF�T AROVND THE -TO? OF EACH VALVE BOX . TYPICAL VALVE BOX DETAIL 2 NO SCALE , EI411:yT. cDookiND Z4" C.I. M"- RI NC3 AND COVER- S RFA,CE P E RFO RAZ E Vv 1T N M 11V . CO SQ. / INCH AREA PLACE C_C NC ETE A-C-AIMST UNDIST'JRc3ED SOIL, FOR BEAR] NG AREAS SEE � u A o-T- :mac i �'Lnl 3" r1-45B �* S Batt REI N FG STEEL_ � 1 1FT11`1C� EYE " WHERE �'D II �� is p ZU5T BLC H SIZE USED TO ' DST EQMI k1'E BEARING AREA (MOTE= SEE SPECIFICATIONS"SPECIAL aNCNORAGE" FOR J01MTS LOCKING REQUIREMENTS . FITTING OR BRANCH SIZE THRUST BLOCK BEARING IN SQUARE FEET 900 450 22 Vr I 1 114" TEES 8, BENDS 6" 2.6 2.0 2.0 2.0 2.6 g" 4.6 2.5 2.0 2.0 4.6 12" 10.4 5.7 2.9 2.0 10.4 14" 14.2 7.7 3.9 2.0 14.2 le 18.4 10.0 5.1 2.6 18.4 20 29.0 43.0 15.6 23.6 8 0 11.9 4.1 - 6.0 - 29.0 24 43.0 0 -o ° FILL W►TH MINERAL _p ACGGIZEGATE INSULATING ' �Q o MATERIAL TO TOP OF _ AIG2 RELIEF VALVE •e • a a 2411C� R.C.P ' - III=III�11 I11 �I11=I1rjj1- MANHOLE o. Q SECT10M e COMBINATION VACUUMVALVE RIR EL SEE SPECS. � IIL�iI- III. I • NNOTCH 24" 0 R.C.P_ TO 3"SNUT-OFF VALVE CONFORM TO PIPE 0.Q C.f2ANE NO 438 OR EQUAL. FILL W/ FREE DRAINING GRANULAR MTL. U11DER 24" 0 R.0 P. THIS DRAWING HAS BEEN REDUCED APPROXIMATELY ONE-HALF SCALE TYPICAL AIR AND VACUL10, RELIEF VALVE DETAIL - -- DESIGNED RV.H APPROVED,: DRAWN L.M.R SCALE AS SHOWN I DATE SEPT.19 By CHECKED M A A FILE 70 - S - 319 002 NO SCALE S Stevens, Thompson 8i Runyan, Inc. T R Engineers/Planners PORTLAND. OREGON SEATTLE. WASHINGTON NU St. ALr- p) L _.YAMIN.) �. .� 3 t 5Q G,. AROUNO CONC."ELBOW '''TOTE- SPECIFICATIONS ofSPECIAL. A,p iCNORAGE "FOR JOINTS LOCKING REQUIREMENTS 2,- (Dag 1 8 _011 (CONTROLS , j { F lNi5H C)RAQE _ C. I VALv E- Box ,\A�l IPA i 1 a� OL Q 4;,"GAZT E VALVE 3/4''SHAcKLE_ W 3 fi1 FLANGED x RODS > 01 I MEC VAAN (CAL_ ` ID NIF-CHAIN I CAL I V LLD jdl NT JOtivTl CON- :2p i elk ,., 0 o� 4 ° (o"C.1. PIPE a o LENGTH VARIES !?°o c oa TEE WITH 4d' 1=LA►.I2ED OUT LET IN WAT E.R UI,IE. 1/2 CU. YD. 1'/2" W 11.4% PORTLANO DRAIN GRAVEL GEmemT r_omCREi'E SUP PORT 5Loc.y- TYPICAL FIRE HYDRANT DETAIL.( 4 NO SCALE TOP ROADWAY SLt>B i '., 8I18.4@9'-0"±0.C. ,• HORIZ .SLOTS IN 4' 3"BCMST P4POVII421-1EAD BEAM 1 3/4" 1IVSERTSit Z (��uEtaULE 1•) L 6"x4' x3/g��x0' G t VERTICAL THRUST BLOCK DETAIL 7 NO SCALE NOTE • I. 3/41NCH INSERT SHALL BE INSTALLED 1N.BRIDGE GIRDER UNDER SCHEDULE 1. 3-9" C S`T P P g� O (T 2. ANCHOR L.HAIR A`IS6MEILIES AS DETAILED ABOVE -.r!' � PIER.S4IAt -- L BE PROVIDED UNDER SCHEDULE 2. OF 3 ANCHOR CHAIR ASSEMBLIES SHA L L gE PAINTED `NIT-H SK-TION IWO (PAINTS. IN A.C.CORDANC.E APwA ASP(-►ALTIC FIt_LER `r1GHZ --A ° , I I i I(�L1G + 1 WATER PIPE ANCHOR AND PAIN`T1PK�) FORSTEEL.S-T RUCZUC2E5. -3 COp-t5 FIELD) FIT A6ZpUiN13 V`IwtC AL i I G"L ViA. r p� PAINT REQ'D. �2 APPLIED IN , W11I-1 HOT ASPHALT Q TUQu Bp.C.K F' WALL FOR \ 1 j r WA�'ERMAIN L I� u� �r v LOCKED 30►NT COUPLING INSTALL Iln" FLEX >. - BRIDGE CROSS IRNYMENT OMITS B SECTION -WATERLINE AT PIER 18k 4 CITY OF AUBURN, WASHINGTON SCHEDULE 2 15TH. ST. N.F./N.W. NCB SCALE PIPE INSULATION SEE SPECS. _ -- - - -- - GRINPIE.LL SINC�I-E PIPE 8L 18.4 P_ �' O* OC ROLL FIC-3 Ill OREgUAL WATER PIPE ANCHOR CHAIR ASSEMBLY del DETA i LS : , ��� 9F�,S;ta�°�� .� s 8 sAL VNIe WT R. IMP. NE 76 V4 DETAILS