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HomeMy WebLinkAbout99D9999Vicinity Map Sheet Index Cover Sheet LG-1 LAYOUT AND GRADING PLAN LG-2 LAYOUT AND GRADING PLAN LG-3 LAYOUT AND GRADING PLAN LG-4 LAYOUT AND GRADING PLAN LG-5 LAYOUT AND GRADING PLAN LGS LAYOUT AND GRADING PLAN LG-7 LAYOUT AND GRADING PLAN C-1 EROSION CONTROL PLAN C-2 STUCK RIVER DRIVE ROAD REALIGNMENT C-3 STUCK RIVER DRIVE ROAD REALIGNMENT C-4 RSTREET BRIDGE SITE PLAN C-5 RSTREET BRIDGE WALL DETAILS C-6 CULVERT DETAILS C-7 CULVERT DETAILS C-8 SECTIONS C-9 STUCK RIVER DRIVE TYPICAL SECTION S-1 BOWMAN CREEK BRIDGE PLAN S-2 BOWMAN CREEK BRIDGE SECTION LS-1 PLANTING PLAN LS-2 PLANTING PLAN LS-3 PLANTING PLAN LS-4 PLANTING PLAN LS-5 PLANTING PLAN LS-6 PLANTING PLAN LS-7 PLANTING PLAN LS-8 PLANTING DETAILS LS-9 SITE DETAILS LS-10 PAVING DETAILS LS-11 MISCELLANEOUS DETAILS Prepared by: JGM - LANDSCAPE ARCHITECTS CONTACT: TED WALL 204 - 111 TH AVENUE NE JGM BELLEVUE, WA 98004 L-AND5CAPE ARC-417Ec75 PH: 425.454.5723 INCORPORATED P.S. FX: 425.454.4685 www.jgm-inc.com City of Auburn Wh'Ite R'iver PERATROVICH, NOTTINGHAM & DRAGE, INC. CONTACT: MICHAEL C. HARTLEY 811 FIRST AVENUE, SUITE 260 SEATTLE, WA 98104 PH: 206.624.1387 FX: 206.624.1388 Auburn, Washington October 1999 CONSTRUCTION DRAWINGS Department Of Parks And Recreation Dick Deal, Director Fred Ostmann, Project Manager PH. 253,931,3010 FX, 253.931.3053 PETERSON STREHLE MARTINSON, INC. CONTACT: STEVE STREHLE 820 JOHN STREET SEATTLE, WA 98109-5129 PH: 206.622.4580 FX: 206.622.0422 amIlLamOIm 15 \� H J 1 LOOP PLAN SCALE: 1 "-20' •A DRAYM TO SCALE. SCALE MAY BE DIST TED FROM REPROWC110N Pro)ect Engr.: i0.1q' coryt. I These drawings conform to the Contractors construcDon records. gg Drawn by: Date: RevWm S . ,.,�„ ", C nt�y of 1tLnllnalrm �,unl9�alrin 1 � : COORDINATE CHART - BRIDGE POINT NORTHING FASTING B1 103121.89 1658248.07 B2 103139 21 1 E4628a 1.3 HORIZONTAL DATUM: NAD 27 STATE PLANE. VERTICAL DATUM: CITY OF AUBURN. IWe: Dmgwd by: Date: T. Wall 9/8/99 Checked by: C. Lewis g g g9 Approval by. ONE INCH AS DR WNDR WN D. McNeal 9/8/99 MAP KEY CITY OF AUBURN, WA LAYOUT AND GRADING FLAN (TYP. LG-I THRU LG-7) STA. 0+00 TO STA. 0+20 JGM - LANDSCAPE ARCHnFCTS 204 - I I ITH AVE NE A rr In � u ®©©® t I: D a V) to COORDINATE CHART - TRAIL POINT NORTHING FASTING 21 103198.4721 103198.47 1658721.44 22 103202.4222 103202.42 1658771 9898 23 103203.6923 103203.69 lE;gnR91 98 24 2 °SEE CIVIL SHEET C-4 FOR 28 TRAIL LAYOUT THIS AREA" 27 FT COORDINATE ��ENLAROED PLAN AT R STREET BR_ID_ OE HORIZONTAL DATUM: NAD 27 STATE PLANE. VERTICAL DATUM: CITY OF AUBURN. MAP KEY tVA 4( &L Ism Jec1 .: Inpecfo DMN M SCALE, SCALE MAYBE DISTORTED FROM REPIIODIICIION ®O� .w --_. - � � l�.l1 � ""r`J uUA llu PUBLIC WORKS DEPARTMENT ® 25 WEST MAIN STREET AUBURN, WASHINGTON dab: ] s — ! by. Deb: T. Wall 9/8/99 C. LewiswJmd . C. Lewis 9 8 99 Awroved by: D. McNeal 9 8 99 __- _ WHIM RIVER TRAIL CITY OF AUBURN, WA LAYOUT AND GRADING PLAN (TYP. LG THRU I.7) STA. 0+20 TO STA. O(/+40 TOM -LANDSCAPE VIE NE S These drawings wntoim to the ContmcWs construction records. Drawn by: Date: Canalruction Section: RaYYlen ASDRA A YKWtlI;lNUbU C9047 L4N= CT9 CONTRACI'NUM INCORPORATED P.S. 99 - 20 PH:4 .45 75 sBEET PAX: 4ZA. .4 Wek ww.j�iocmm u 0 20' 40' 80, 160' COORDINATE CHART - TRAIL COORDINATE CHART - HORSE COORDINATE CHART - REVISED HORSE TRAIL POINT NORTHING EASTING POINT NORTHING EASTING POINT NORTHING EASTING 61 103798.16 1660600.60 H8 103805.02 1660594.59 H18 104101.08 1660995.96 62 103824.71 166064996 H9 103831.57 1660636.96 H19 104135.22 1661032.26 63 103851.34 1660685.28 H10 103858.20 1660679.27 REV -A 104138.56 1661040.19 64 103877.97 1660727.60 H11 103884.71 1660721.41 REV-B 104224.44 1661113.18 65 103904.60 1660769.92 H12 103911.34 1660763.73 H22 104250.94 1661128.26 66 103931.23 1660812.24 H13 103937.97 1660806.05 67 103957.86 1660854.55 H 4 103964.60 1660848.37 LEGEND 68 103984.78 166 96. 9 69 104014.97 16 09 6. 1 H16 104021.60 1660930 41 ® EXISTING TRAIL TO REMAIN MAP KEY 70 104048.99 1660973.13 H17 104055.62 1660967.02 71 104086.50 1661006.16 H18 104093.18 1660999.99 EXISTING TRAIL TO REMOVE 72 104125.52 1661037.43 H19 104132.23 1661031.21 while 73 104202.47 1661 101.26 H2O 104 14.21 1661061.73 9434 !N 74 104202.47 1661101.26 H 1 104214.21 1661094-34 e 104239.25 1661135.13 H22 104250.94 1661129.26 came Form 104275.76 1661169.30 H23 104287.45 1661162.43 104312.39 1661203.32 H24 104324.22 1661196.31 HORIZONTAL DATUM: NAD 27 STATE FRAME. D 6... 104350.35 1661235.85 H25 104363.70 1661226 87 VERTICAL DATUM: CITY OF AUBURN. 104390.22 1661266.00 H26 104404.92 1661255 18 80 1 1.81 1661293.76 R nor Park t 3 approved for Constn,cllon Reviewed by: (I ifial 8 DIV Damped by: `"1l DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION / DaOr. WHITE RIVER 1RAII. PROJECT' NUME i Prolect Engr.: 10'1A�. Sn.L � scabIns 0 T. Wall 9/8/99 CITY OF AUBURN, WA C9047 )enn ow nl�� Thedrawings conform to the 1: " = 40' -- Con6ectors construction records. Cheesed by: LAYOUT AND GRADING PUBLIC WORKS DEPARTMENT Lewin g/ate rL►N�IYF,LG_JTfIRULG_71 CGNTRA- 20 °i""� Dom: °"'a 25 WEST MAIN STREET STA.0+60TOSTA.5+50 99 - 20 ONE INCH Approved by: INCORPORATED P.S. Conshictlon Section:e. .� AUBURN, WASHINGTON I/ONEINCPI D. McNeol g g gg 1GM- LANDSCAPE ARCHITECTS PR4TSA5SJ2i sIJTmT No. Date By Chd. Appr. Revision inT: s 204 EE FILM WMrAT RIYIR !RAIL Il9V1THAVE� / 4 W Q V ,V SIGN 10 D E / DO- Z SIGN 7 E .. illit a ol) 1- SEE CULVERT SCHEDULE 6 U VERT SCHEDULE ` -6 LS j LJ REMOVE. EXISTING / Z Z 1-1 3.MILES DISTANCE AURKER C PATH :\ 9 \,y J O W DIRECTIONAL ARROW S-9 ��(SIGN -7 - �� U i,- #9) D E \ Q r LS-9 -11 N Go \ 12' WIDE \ ASPHALT TRAIL Ku \ p 20o 40� 809 I 160 Fa-• to �FKAIL 4�C2radr . R. 6' I Lc ' ♦ ��� n", .>(la Wive JEl iELSTt r'^r �EI�D t1NH1Eli E Ro/-D- �n� TRAILER PARKIN "PLAN SCALE: 1 "=50'-0' i 00 LEGEND t.b " H r� EXISTING TRAIL TO REMAIN EXISTING TRAIL TO REMOVE HORIZONTAL DATUM: NAD 27 STATE PLANE. VERTICAL DATUM: CITY OF AUBURN. COORDINATE POINTO' COORDINATE OR POINT NORTHING I!ITagkwi J „ppmvea for ♦.onsuucuon rceweww oyIf uei aUeypl DRAWN lD SCALE, MALE µrry BE DI5I0R7E0 R10M REPIIObUC110N Sfa1e: DaRgaed by: Delta: WBlfLr IUVERTRAIL YHVJNA;1 NuMn Project Engr.: IC'1a Conat. (nape EI �O� �{gyp L�.v�� � a - T. Wall 9/8/99 CITY OF AUBURN, WA C9047 nnis Dowd E Ci E ineer These drwMngs conform to the `"`Y/ 1 - 41N Contractors construction records. Chinked by: LAYOUT AND GRADING CONTRACT NUMB PUBLIC WORKS DEPARTMENT PLAN LG-ITHR.ULG- crs -_- 1 C. Lewis 9/8/99 �T�• � Drawn by: Date: n.*♦o. 25 WEST MAIN STREET STA. 0+80 TO STA. 1+00 99 - 20 •^ APPro°� by INCORPORATED P.S. ONE INCH IOM - LANDSCAPE ARCHITECTS seMcl Dn section: AUBURN, WASHINGTON DRAM D. MDNeW 9 e e M. +z:AMW SHEET - 204-111THAV990 rb,www.esaalas No. Date ItAppr. Revlabn � re„o..H+y rfLrt; Wffirs ItIVdR rlLn B WA 9R004 w�:..W.ig� MEL 0 20' 40' 80' 160' COORDINATE POINT NORTHING COORDINATE HORSE PUNT NORTHING HORIZONTAL DATUM: NAD 27 STATE PLANE. VERTICAL DATUM: CITY OF AUBURN. MAP KEY u White Approved for Construction Reviewed by: n aIB Date) gNWN 70SCME,SCAIE WAY BE DISTORIEO FROM REPROWC710N Scab: Dmpodby. Date: wHllh xlvnx lxwrr. / Pro ecl Engr.: � IQ'U�'Cbnst. Inspect s _ r T. well 9/B/99 CITY OF AUBURN, IN C9047 Dennis i n ineer —These rkewkrga conform to the 1 — � Checlred by: LAYOUT AND GRADING CONTRACT NUMB caweeoreconavucuonrecords. d PUBLIC WORKS DEPARTMENT C. Lewis 9 e 99 PLAN (TYP.LG-1THRULG-Tj Dr a w n M: Date: >•a°, 25 WEST MAIN STREET Approved by: STA.I+OOTOSTA.1+20 INCORPORATED PS 99 - 20 ONE INCH lOM - LANDSCAPE ARCHITECTS Ep AUBURN, WASHINGTON 'AS ORAwN' SM D. McNeal 9 6 9 2gq-HITHAVENE aX-v A�SIC"M SHEEr No. Date By CM. Revision FII.✓E IHlTS IlIY6R TRAIL BELLEV[JE WA 98004 w.k.ww.j�-ir<mm =I =Lw Revision at of &In&m •These drawings confom to ft> < RTMENT Drawn by: Date: 25 WEST MAIN STREET asra. r �U1�9tNrilt \ • . AUBURN, WASHINGTON m Section: COORDINATE CHART - TRAIL POINT NORTHING A- TIN�,S G _ 121 105980.34 1 12 106002 87 1662444.16 123 106026.63 1662488.15 124 106052.07 1662531.19 125 106077.63 1662574.17 126 106103.19 1662660.14 127 106128.71 1662660.14 128 106154.36 1662703.09 129 106177.44 1662747.39 130 106199 93 1662792 04 MAP KEY HORIZONTAL DATUM: NAD 27 STATE PLANE. VERTICAL DATUM: CITY OF AUBURN. Cate: Deugwd by. Dace: WHITE RIVER TRAIL T. Wall 9/8/99 CITY OF AUBURN, WA I" = 40' LAYOUT AND GRADING Checked by: C. Lewis 9 8 99 PLAN CM. LG-I THRU LO-7) X L 5 Approved by; STA. 1+20 TO STA. INCORPORATED P.S. INCH D. McNed 9/8/99 JGM - LAN- ARCHITIiCTS ex as..w.M8 S D AS DRAM 204-111TH AVENE I I ITH enx: ass.asa.aees IILM WJUFZ RIYRR FRAIL _BELLHVUE, WA 98004 W&: C9047 99 - 20 Ss-�ti UNDERCROSSING & BRIDGE EROSION CONTROL PLAN o_ sl +o a Fr. SILT CONTROL FENCE SEE DETAIL BERM EROSION ;H.. CONTROL PLAN 0 4 o t FT. IF THIS DRAWING IS NOT 24 x 36 IT IS A REDUCED PRINT / / Plojsol E119f.: MKOM DRAWN TO SCALE, SW MAY DE DISTORTED FROM REPRODUCTION TContraci&s construction records. Down by: 12 v Ir u Note: The Contractor is to be aware that the White River and associated stream bed, embankment, and flood plain are environmentally sensitive areas. The Contractor will demonstrate to the satisfaction of the City of Auburn, and prior to beginning work, his means and methods for implementing the Erosion Control Plan. n�. IlF'esn e` e SI+ SILT CONTROL FENCE SEE DETAIL SILT CONTROL FENCE jSEE DETAIL CLEARING LIMITS LIMITS OF GRADING/GROUND DISTURBANCE HARD SOFT HARD cenaDATIrW SURFACE TRAIL BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 J r - ORIGINAL GROUND NOTE. SEE SHEET LS-10 FOR DETAILED TRAIL CROSS —SECTIONS. TYPICAL (EROSION SEDIMENTATION CONTROL PLAN) CLEARING LIMITS ESC PLAN NOTES NOT TO SCALE 1. THE CONTRACTOR IS TO BE AWARE THAT THE WHITE RIVER AND ASSOCIATED ANY EXPOSED SOILS, INCLUDING EMBANKMENTS, THAT WILL NOT BE STREAM BED EMBANKMENT, AND FLOOD PLAIN ARE ENVIRONMENTALLY DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS SENSITIVE AREAS. DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE 2. THE CONTRACTOR WILL DEMONSTRATE TO THE SATISFACTION OF THE CITY OF AUBURN, AND PRIOR TO THE BEGINNING OF WORK, HIS MEANS APPROVED ESC METHODS. (E.G. SEEDING MULCHING, PLASTIC COVERING, ETC.) AND METHODS FOR IMPLEMENTING THE EROSION CONTROL PLAN. 8. CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR PRIOR TO 3. THE IMPLEMENTATION OF THIS ESC PLAN AND THE MAINTENANCE OF CONSTRUCTION AND APPROVED BY THE ARCHITECT. ANY SIGNIFICANT THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. TREES ( > 8a) WITHIN CLEARING LIMITS TO BE REMOVED MUST BE FLAGGED 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE INSTALLED PRIOR INDIVIDUALLY AND APPROVED BY THE ARCHITECT. TO BEGINNING CLEARING AND GRADING. DURING CONSTRUCTION NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED JW WATER CROSSING STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS. PLAN 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR ANDOSION peratrovich, Nottingham k Drags. Inc. (PN&D) is not responsible for safely programs.TROL MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. methods procedures of operation, or the construction of the design shown on these ,,^,;,,,� Cill�y a>f .lunllnfilrni -1 PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET �ftill�IlU11i'tll � �_y�n r drawings. Drawings are for use on this Project only and are not intended for mum without written approval from PNkD. Date: WHITE RIVER TRAIL PROJECT NLIMBE tedp: Desigocdby: C9047 GW 7 15 99 CITY OF AUBURN a NOTED Checked by: 0NTRACr NUMB Mgt MITA 815199 EROSION CONTROL PLAN Pena rovich, Nottingham & Drags, Inc 99 - 20 Approved by: Peratrovich, Nottingham & Drage, Inc. PH: 20"24-1387 ONE H ON 8I1 First Avenue, Suite 260 FAX: 206b241388 SHEET C-1 nS DRAWN PILE. C-1.IR►6 _ Seattle, Washing", 98104 __ - - - - - - -- 5�uCK RNEa ORNE �- CONTROL POINT -N,- 103,256.20 E: 1;65®,445.64 140.00 130.00 120.00 110.00 CUR TABLE No. RADIUS AN L P.I. NORTH EAST A 495.20 1 117.76' N103315.53 El 65954-4.15 B 2381.83, 8.28 344.08' LN103457.17 JE16599B3.14 ADJT SEWER MANHOLE v BIKE TRAIL - AS QUIRED BOLLARDS / PROVIDE WHITE CYCLE DETECTOR t� ! SYMBOL ® MAXIMUM 300' O.C. ADJUST SEWER MANHOLE AS REQUIRED �--'---- - -- - ' - - '- - - ----- -LS _ ---- - - - __ - p -- - QlD_v = _ _ _ _ __ __ _ __ __ _ _____ _ ____ __ _ _ _ __ ___ _____ __ - - a- ----,S--- _ ________ --- --- _ 'NEW EXTRUDED A=ZFSPHALT C RB ALONG CURB RE RN .4� _ __ ____ _ } _ ____ _- _ �• _ _ '� - 4 0 i £+ 03 03 -1 fn 10 in O Q RELOCATE 50' OF FENCE mu, v -1Z o+ TO PROVIDE 5 FEET OF A Z G CLEARANCE FROM EDGE: - Q r^ OF PAVEMENT. �0- in Z O + `. 0 EXISTING ROAD__ EDGE REALIGNED ROAD + EDGE 0 Do 10+00 11+00 12+00 IF THIS DRANING IS NOT 24 s 36 IT 15 A REDUCED PRINT Thease dressings Conform to the - �����Conkrackies Construction records. Draw by: Mors MMEMSM 2' CLR. (0 EXISTING) + W OWER POLE. o J RELOCATE EXISTING µ GATE / s PLAN A As 00 TO 16+50 + NEW ROAD CENTERLINE w PROVIDE 4" WIDE YELLOW w S CEN TER NTER STRIPE. rn SAWCUT & MATCH --- EXISTING DRIVEWAY 1w SEE We + ----------- . + j_ .._ _ { - ATE MAILBOX IAILdOX LOCATION LINE TABLE N0. I BEARING L1 N 59d11 51" E L2 N 72d03'31" E 232.88 23 L3 I N 63d46'54 E 1 475.85 PROFILE STA. 10+00 TO 16+50 cb (ff dLIIlY.I1.lSLV.l11U e� g° • PUBLIC WORKS DEPARTMENT ® 25 (PEST MAIN STREET AUBURN, WASHINGTON BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING CONIFEROUS TRE9 TO REMAIN TO BE REMOVED. COORDINATE TREE REMOVAL BONDER POWER LINES WITV PSE. (PUGET SOUND ENERGY) 425-454-6363.ECIB<ZOUS EXISTING DT E TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL OUNDER POWER LINH PSE. (PUGET SOUND ENERGY)425-454-6363. Peratrovich, Nottingham & Drage, Inc. (PN&D) is not responsibb for safety Programs, methods. Procedures of operation, or the construction of the design shown on these drowings. Drawings are for use on this project only and are not intended for reuse without written approval from PN&D. Scale: Deed 6y. Doe: WHITE RIVER TRAIL WE PRO 1" = 25' H CM 7115199 CITY OF AUBURN a C9047 I"=5'V Chocked by: STUCK RIVER DRIVE . t MCH it 815199 ROAD REALIGNMENT Peratrovich, Nottingham & Drage, hic. 0 99� ONE INCH Approve Pera rovich, Nottingham & Inc. Drage, PH: 20b624-1387 �AS DRAWN 811 First Avenue, Suite 260 FAX 206-624-1388 SHEB'F C-2 -------------------- ------------------------ LINK DELINEATE BIKE TRAIL W/-'"_---" - "--"- / RAISED PAVEMENT MARKERS _"__ _;- EVERY 18" O.C. - _ - rnF-zca; SEE DETAIL SHEET C BIKE TRAIL DETECTOR SYMBOL — — La �. + - -t30 ____"+_ 1+1 � >I U1 2 �C �m N -.��. + rul6uc EXISTING ROAD STAB ------------ ROAD � - 1 __ "15T3UCK RIVER ORS - _i NOON*RCONTROL w POINT N y> N: 103,743.53 +-'I.,n N. E: 1,660,564.64 / EXIST* UNDER IINXIST= SCE E BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800424-5555 NOTES: 1) STUCK RIVER DRIVE IS DESIGNATED BY THE CITY OF AUBURN AS A RURAL COLLECTOR. 2) CONTRACTOR TO PROVIDE TRAFFIC CONTROL DURING CONSTRUCTION. 3) ALL DISTURBED SURFACES SHALL HAVE TOPSOIL do SEED. EROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL LINES WITH PSE. (PUGET SOUND ENERGY) 425-454-6363. AIOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL LINES WITH PSE. (PUGET SOUND ENERGY) 425-454-6363. fC9I0P: 130.00 120.00 110.00 z 0 1= a w w 17+00 18+00 19+OU zu+uu a +uu zz+uu zo+UU Penatmvich, Nottingham h Drage, Inc. (PN&D) is not reeponsibb for safety programs. PROFILE methods, procedume of operation, or the mrartn¢lion of the design shown on these IF THIS DRAWING IS NOT s 36 STA. 16+50 TO 22+23.29 er rangs. Owings are for use on this project only and am not intended for reuse R IT IS A REDUCED PRINT without written approvd from PNkD. Approved for Construction �MNM M SCALE, SCNJ MW BE I115RI O FARM REPROMICFIDM C. Scale: Deugoed by: Date: VaRTE RIVER TRAIL � PROJECT NUMBER Pta}R Enpr.: IA vA . I Thaae drawMpa OOlFfonn m the 4?P�o e'Wg9'� VL � ( lJll 1 e ; 25' H CM 7 35 98 CTI'T OF AUBURN C904% :' PUBLIC WORKS DEPARTMENT Iw-5 V eked by. 8/5/98 Cp>fMGofe mwbsrcilon records. F:' q '."' STUCK RIVER DRIVE CONTRACT NUMBER Drew by: 25 WEST MAIN STREET Penttovich xotrnghem&Dage,Inc. Approved by: ROAD REALIGNMENT 99 - 20 'PoFpnRAn � PeaoovichNottingham hage (Zp , Inc. PH: 20624138 Conollruclon Section: AUBURN, WASHINGTON ADNM 811 Fist Avenue, suite 260 FAX: 206-624-1388 NoChd. AK. R4aon L t FILE: SHT C-3.DIC Seattle, Wahing98104 LINE TABLE Na BEARING 1,049TH L1 N 85d35 35 E 1.89 L2 N 68d42'41 E 42.61 L3 N 75d41 46 E 81.67 L4 N 89d50'41 E 101.56 L5 N 81d3411 E 27.39 CONTROL POINT TOM N TH var- RO N 103205.24 E 16 1.47 JR9 I N 103259.60 1 E 1659204.3 TABLECURVE No. RADIUS G L MOM I EAST Cl 75.00 16.88 22.10 111 206.24 E1658854.45 C2 200.00' 14.14 49.39 N103252.04 E1859007.67 C3 300.00' 7 43.33 N103252.47 0659155.79 —lt5 — — CONTROL POINT_ RO W 79 8"0 SOLID PVC \IqHITF- RIVER APPROXIMATE DAYLIGHT LINE OUTLET PIPE t 110 rZ c _ J i i EXISTING i /� I •f PIPE BRID "--?"-" dOPE ABUTM I 6"0 PVC J ATED RIPE EL 127'U- \ 4 yyy/ ( - 1U +_ 2s 6 'R' STREET UNDERCROSSING PLAN C 2� 60 Fr. ll. M N + -j N + J 130.00 1' R (TYP.) 3.627E 120.00 w w BIKE TRAIL FINAL GRADE 6"0 PVC PERFORATED LOCATED BEHIND WALL 110.00 - T.O.W. EL.127.0 BOTTOM BRIDGE EL. 126.2t 'R' 'R' STREET -PROVIDE 1' CLR. AROUND BRIDGE 6"x 8" PVC TEE + N rn + 10 r W a w w n SCHEDULE 'B' UN — 'R' STREET BRIDGE — 0 - - Q +-74 _ za= — ' 6x6x8 NEW PVC TEE RETAINING s WALL -.mdM BURIED UTILITIES IN AREA CALL BEFORE YOU DIG K J -= _ _ _ s _ - - = 1-800-424-5555 i U li O n w W)w NEW CONCRETE RETAINING WALL FOUNDATION NEW CONCRETE RETAINING WALL u7 i 9E GRADE g o g o g o o 0 o O O ± N N M Y7 n (RO) (IRS) PROFILE Penotrovich, Nottingham R SCALE: SV:1H ttugM Drags, Inc. he con is not responsible de for safety programs, IF THIS DRANR D IS NOT 24 x 36 methods. procedures o/ opefor use w the project only of the design shown or these IT IS A EDUCED PRINT NOTE: WALL SHOWN IN THIS VIEW drawings. Drawings arc for use on this Project Dory and are not intended for reuse without written approval from PI APPMved for CURVATURE FOR CLARITY atnfceon IB 1 DMNM TO SCALE, SCALE ANY BE DISTORTED FROM REPRODUCTION ` C N Scale: Desieoad by: llete: WHITE RIVER i1uH, PROJECT NUMBER Pntjeet Erpr.: a1 Thee *wAnpe Cl socked W the v?'Pt°t "" 9T1-,. NOTED CM 7115198 CrrY OF AUBURN C9047 C° °"°°re °°"°°6°" "°°"°$. PUBLIC WORKS DEPARTMENT �k�by. RSTREET BRIDGE COMIRACrNUMBER Drawn by: 25 WEST MAIN STREET �� by:815198 srrE PLAN Penhavich, Nottinghxn & Drags, Inc 99 - 20 CZP :+Fccd`O'- ONE INCH Pemtrovich, N & PH: 206-624-1387 on �f N, AUBURN, WASHINGTON AS DRAWN �evmucm ehage,me. sHEEr C-4 ND. Dale Chd. '�tDMAL E 81 I Fiat Avenue, Suite 104 FAX: 206fi24-1388 By ApOr. RwM11wI FILE,SHT-C-4.DIIC saeale, W , 98104 CHAMFER CORNER 2" (TI 1' TMMf2( 2 GRAVEL BACKFILL 6"0 PVC PERFORATED SEE DRAIN PIPE i DETAIL 1 3" 3'-6" PROVIDE 21111 KEYWAY NEW - RETAINING WALL #4 O 12" O.C. 2" CLR. #4 0 12" O.C. #40 12" O.C. #4 0 6" O.C. #4 0 6" O.C. �-114 O 12" O.C. 1E" HOOK (CONTINUOUS) (�� 4" BASE J COURSE NEW CONCRETE FOUNDATION EXISTING GROUNDLINE ELEV.=120' 100 YEAR FLOOD LEVEL 6'-0" )FILE GRADE 3" CLR 1 1-1/27 H /r-TOi��. 1' THICK QUARRY SPALLS SEPARATION GEOTEXTILE REUSE EXISTING LARGE RIPRAP WALL SECTION STA 1+92 NEW RETAINING WALL GEOTEXTILE • s I ift e� GRAVEL we 04 BACKFILL wit, . �■8" PVC TEE /4 O 12" O.C. B" PVC TIGHTLINE TO DAYLIGHT POINT DRAIN OUTLET DETAIL 130.00 i "R" STREET GRADE BRIDGE LOWER CHORD ` SAW GROOVE — z 0 120.00 I ELEV.><120' 3/16" MIN. TO 5/16" MAX. SEAL W/ URETHANE NEW .CONCRETE 100 YEAR FLOOD LEVEL JOINT FILLER 2" PAVEMENT j \ EXISTING RIPRAP w tl �\� TU4 110.00 I —! ELEV.=109' - ,// ll I;= APPROXIMATE SUMMER BASE FLOW r d II � LIf ' SEE TYPICAL WALL SECTION 100.00 EXISTING BRIDGE ABUTMENT CONTROL JOINT DETAIL SECTION A=A NOTE: PROVIDE CONTROL JOINTS ON WALL & CONCRETE SLAB 0 MINIMUM 15' O.C. BURIED UTILITIES IN AREAI CALL BEFORE YOU DIG 1-800-424-5555 Peratravich, Nottlrighom & Drags, Inc. (PI is not responsible for safety programs, If THIS DRAWNG IS NOT 24 x 36 me0wds, Procedures of operation, or the construction of the design shown on these IT IS A REDUCED PRINT drawings. Drawings am for use on this project only and are not intended for reuse without written approval from PNkD. f •. t. I + e ®' 01C7m3kiz! C iliry 1) lullmalrm W IN v • • B 0 9 isle: Deemed by: Date: NOTED CM 7 15 99 Checked by: MCI( 8/5199 APPn� by: ONE INCH 'ADRAWN WHITE RIVER TRAIL O CTT'Y OF AUBURN a R STREET BRIDGE WALL DETAILS Peratrovich, Nottingham & Dragc, Peratrovich, Nottingham & Drage, Inc. PH: 20"24-1387 811 Feat Avenue, Suite 260 FAX: 206-624-1388 Sell Washington, 98104 a07: 99 - 20 SHEET C-5 EMBP•""""T FILL SCE SECTION A -A TRAIL q FIRST CULVERT BAND FROM END MIN V COVER 5 FEET MIN. TYP. EACH END (MEASURED PERPENDICULAR TO ROAD C ) ___________ Elllr ___ _______________ -------- EMBANKMENT J ROCK OUTLET, FILL INTERCEPT PROTECTION CULVERT FIRST BAND LOCATION MIN.=4xDIAMETER 1' MIN. NOTES: 1) QUARRY SPALL OUTLET PROTECTION REQUIRED ON ALL CULVERTS UNLESS INDICATED OTHERWISE IN THESE DRAWINGS. 2) MIN. WIDTH OF ROCK OUTLET PROTECTION IS 6 FEET + DIAMETER BURIED UTILITIES IN AR CALL BEFORE YOU DIG 1-800-424-5555 NOTES: 1. CULVERT LENGTH, SKEW AND ELEVATION (IF SHOWN) ARE APPROXIMATE. THE EXACT LOCATIONS LENGTH, SKEW AND INVERT ELEVATIONS FOR NEW CULVERT LOCATIONS SHALL BE DETERMINED IN THE FIELD DURING CONSTRUCTION STAKING. 2. UPON COMPLETION OF THE CONSTRUCTION STAKING, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH A REVISED LIST OF CULVERT LENGTHS, SIZES, SKEW, LOCATIONS FOR APPROVAL. 3. CULVERTS SHALL NOT EXTEND FURTHER THAN 12 INCHES PAST SLOPE LIMITS AT THE INLET AND OUTLET. IN CASES WHERE PIPES MUST BE CUT OFF OR BEVELED TO ACHIEVE THIS REQUIREMENT THIS SHALL BE CONSIDERED INCIDENTAL WORK. 4. ANY EXISTING CULVERTS THAT REQUIRE REMOVAL ARE TO BE HAULED AND DISPOSED OF OFF SITE. CULVERT SCHEDULE CONTROL DISTANCE TO DIAMETER LENGTH SKEW I.E. I.E. MATERIAL POINT NO. CULVERT (ft) (in) I.D. NO. I.D. NO. UPSTREAM DOWNSTREAM TYPE 0e +17 18 31' 90, 116.5 115.9 PVC 2 +27 12 28' 90' 116.2 115.6 PE 31 —2 12 36' 900 122.2 121.5 PE 68 +8 12 66' 85' 131.4 130.1 PE 73 +20 EXISTING TO REMAIN 93e +34 12 60' 115* 136.3 136.0 PE 94e +4 12 60' 115' 136.3 136.0 PE • SEE ADDITIONAL DETAILS ON SEPARATE PLAN SHEETS FOR THESE CULVERTS. Psratrovich, Nottingham & Drags, Inc. (PN&D) is rat responsible for safety programs, methods. procedures of operation, or the construction of the design shown on these IF THIS DRAWING IS NOT 24 x 36 drawings. Drawings are for use on this project only and are not intended for reuse IT IS A REDUCED PRINT without written approval from PN&D. Approved for onsWction e Reviewed ,DDat) DRAWNTOSCALF SCALE MAY BE DISTDKrED FROM UPAODUL'DON ACCp lrIa.59p��v�1 ����,7l�? yfK�'�1 Scale' signed by: Elate: WHITE RIVER TRAIL O IL07EL'1 NTIMEER nIs PE r Project Enpr.: I Conn. I -_ Try drewirgs conform to the �4xN.. A4rg9�� `=""ti/ (I a `-""""""'-""' NONE CM 7115199 C17'i OF AUBi7RN C9047 ti %} T Checked b FEA Contractor's construction records. f M I � :< PUBLIC WORKS DEPARTMENT MCH Jg0F 8/5/99 CULVERT DETALS - a 6 Drewn by: _l 25 WEST MAIN STREET ® Approved 6y: Perarrovich, Nottingham & Drage, Inc 99 - 20 ---- -- � Date- p�;;eEs�7eto ONE INCH Peratrovich, Nottingham &Drag¢, Inc. PH: 206-624-1387 _- E Gunn n f'�>oxAL fN` " AUBURN, WASHINGTON AS DRAWN 811 Fast Avenue, Suite 260 FAX: 206-624-1388 sHEBT C-6 No. Deb By Gild.Appr. Revbbn FILE: SRT-C-6.DFG Senate, Washington,98104 ------UutL LUUSt -- --- 'RIPRAPi- 10.1E 18_f PVC DEMOLISH EXISTING CONC8ETE HEADWALL & --- -EXISTING 240.HALF CMP EXISTING PVC f' PIPE STANDARD FRAME A: 20'_60 ` SOLID UD MARKED 'DRAIN' (TYP') DEMOLISH EXISTING o _ EXISTING CONCRETE HEADWALL GROUND n _ }j— HAND PLACED RIPRAP AS EGRA G N DIRECTED- BY THE ENGINEER- . PROPOSED I 2' M9 GRADE — - 180 PVC PIPE EXISTING PROPOSED 48mo L —i I. ! RIM.=129.0 10 LF 180 e I.E (E)IST)=126.0 PVC PIPE I.E. (OUT)=123.2 � � 1 I -.. PROPOSED 480E L_ TYPE 2 CB ��-- RIM=1 .0 PVC 1.E(IN )=120.2 2' �' �__..._ PVC I.E.(WT)=11&5 (TYP.) I 1800 PVC -- II PROPOSED TYPE CB__. f (2 REQ'D) PLAN FT. IF THIS DRAWING IS NOT 24 x 36 IT IS A REDUCED PRINT TRAIL ;F111 C0 RIPRAP 1.st v --(iv 1800 x 31LF PVC, S=28 STA. 0+17 SECTION A -A Date) r T 1 C idry Iff 1� /!n fdGl�,'^,�PAJ3 WORKS7j Engineer PUBLIC DEPARTMENT Corriniclor's construction records. Aram Ditivin by: 25 WEST MAIN STREET ftEction Section: AUBURN, WASHINGTO BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 UK STREAM FLOW DATA Q100=7.8 cfs Q2 =0.6 cfs RIPRAP BY THE ENGINEER. NOTE: FOR TYPICAL TRAIL SECTION DETAILS, SEE SHEET LS-10. Psrotrmkh, Nottingham R Drage, Inc. (PN&D) is not responsible for safety programs, methods, procedures of operation, or the construction of the design shorn on these drawings. Drawings am for use on this project oniy and are not intended for muse without written approval from PN&D. kak: Designed by: Daft: WHITE RIVER TRAIL PRO]ECr NUMBS GW 7115199 CITY OF AUBURN C9047 NOTED Checked by: CONTRACT NUMB MCH,(yrJ(L 8/5/99 CULVERT DETAILS Pecatrovich,NoCmgham&Drage,Inc 99 - 20 ONE INCH Approved y: Ptrcstrovich, Nottingham &Dregs, Inc. pH: 206.624-1387 AS DRAWN 811 First Avenue, Suite 260 FAX: 20&624-1388 SBEBT C-7 :•r. e. evm_r_> nvr Seattle. Washineton. 98104 _ �l h � ll l'rlrl r-. ulylll1l llll'Ifl v ! 1/ lull ` I I !lll lrll �l � I rlrr, 11 II, I// 1 •i I r7 J il'I rl i i• ,'' 1 I I111 l o f ;' i I - I I - I, 1l l I f l u l l ( I li'i f 1 ! 1 I r / f I rl/ 1 l 1 (1 rt! l\ \4 r r I t,lrj r ) r,rrrllf % '�Ilr 1 t I t ( I 1 \ -----'/'I.E.13LO / 1 \ / 1 \ PLAN 0 9y 040 i j r � r I b C at 1 I ' I • III II I �t�l, � �i f I.E. 135.3 1 I, ( �rl 1' LIGHT LOOSE RIPRAP :I IF THIS DRAMING IS NOT 28 . 36 FT IT IS A REDUCED PRINT Project Efgr.: �, 06 (2)-60 LF, 12'0 2H 1V CULVERT, SEE r I TYPICAL DETAIL SHEET C-6 INI CONTROL POINT No. 92 O1 STATION 0+00 NM11N TO 301a 3DNi MAY OF DISTWED FROM IEPRODIX'IION Imp 150 140 m 120 0+00 (92) BURIED UTELITIES IN AREA I CALL BEFORE YOU DIG 1-800-424-5555 0+50 1+00 1+50 2+00 2+50 3+00 (93) (94) (95) (96) (97) (98) 1' ANN. 6' 12, 1' MIN. SOFT HARD SURFACE SURFACE TRAIL TRAIL SECTION A -A FROM APPROX. STA, 1+25 TO STA. 1+63 Iy OCIIIIN11W C1111 ,;.--- C ilt►y u►f 1tallntl�lr>In �'UIIOPIII'LI /1' 1 • • ' PROFILE SCALE: 1"=20' HORIZONTAL 1"=10' VERTICAL NOTE: CENTERLINE I.D. No. 92 IS EQUAL TO STATION 0+00. ELEVATIONS ARE TO TOP OF FINISHED GRADE. 4, uui A' 7 T 1' Ulu SOFT HARD SURFACE SURFACE TRAIL TRAIL 77 2H may` EXISTING GRADE _ SECTION B-B FROM APPROX. STA. 0+63 TO STA. 1+25 P Ulm R' 7 ' 1' Ulu SOFT HARD SURFACE SURFACE TRAIL TRAIL NQIL SECTION C-C SEE SHEET LS-10 FOR DETAILED TRAIL CROSS -SECTIONS. FROM APPROX.. STA. 1+63 TO STA. 2+60 3+50 (99) 1.5' THICK LIGHT LOOSE RIPRAP 1V SLOPE > GRADE 7 7 Perotravich, Nottingham h Drags, Inc. (PNaD) methods, procedures of operation, or the dravirgs. Drawings are for use on this without written approvoi from PNkD. is not responsible for safety programs, construction of the deign shown on thew project only and are not intended for reuse Scak: Designed by: Date: WHITE RIVER TRAIL PRO -'ECT NUMBER NOTED GW Chocked by: MCH 7/15 99 8/5/99 CITY OF AUBURN a O SECTIONS PonUovich, Nottioglvm &. Dlage, Inc. C91 7 NTRACL NUMBS 99 - 20 ONE INCH Appmved by: Pmtny jch, N 0tfin8hmm & 1>n8e, Inc. 811 Filar Avenue, Suite 260 PH: 206-624-1387 FAX: 206624-1388 SHEET C-8 `AS DRAWN ' �IQIOt�t�eAY EXISTING LOPE 1'-0" TOPSOIL 10'-O" CLASS II BIKE TRAIL 2" CLASS B ACP SAWCUT 1' MIN. 2X 6" GRAVEL BASE 60' EXISTING RIGHT-OF-WAY q_ REALIGNED ROAD 12'-0" I fE EXISTING ROAD PAVEMENT VARIES EXISTING ACP 0'-9' ESTIMATED TO BE r3"f THICK EXISTING GRAVEL BASE TYPICAL SECTION ROAD REALIGNMENT WITH ADJACENT BIKE TRAIL Rlcr%"zoA Sr^. IO+sO ANC SYA. '2-`Li Z%-Z-q Fi 6C EXISTING RIGHT—OF—WAY CL REALIGNED ROAD 120" 2" CLASS E ACP- 6" GRAVEL BASE 2" CLASS B ACP \ V MIN. 2% 3'-0" SHOULDER 2-5/8" CRUSHED SURFACING TOP COURSE EXISTING SLOPE 8" GRAVEL BASE 1 —0" 10 —0" 12 —Do i 12 —0" 3 —0" SHOULDER CLASS II BIKE TRAIL SHOULDER I I COLD MILL ENTIRE WIDTH OF EXISTING ROAD EXISTING 11'—Do ROAD 11'—O" 2-5/80 CRUSHED /—SURFACING TOP 2" CLASS B ACP VARIES COURSE PROFILE GRADE, RAISED PAVEMENT SEE NOTE 3. I I MARKER 2" CLASS B ACP EXISTING 2% SLOPE EXISTING 2X ` SLOPE Iz EXISTING GRAVEL 2" CLASS E ACP TOPSOIL 6" GRAVEL BASE BASE 8" GRAVEL BASE 6" GRAVEL BASE NOTE& 1) CONTRACTOR TO VERIFY ASPHALT THICKNESS. I I 2) SOME ADJUSTMENT TO THE PROFILE GRADE MAY BE REWIRED, DEPENDING ON ACTUAL THICKNESS OF ASPHALT ENCOUNTERED. TYPICAL SECTION 3) NEW PROFILE GRADE AT CENTERLINE ROAD REALIGNMENT SHALL MATCH CENTERLINE PROFILE ' ELEVATION OF OLD ROAD. PLAN FRONT VIEW BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 Poda—u-C RAISED PAVEMENT MARKER Typn" w M eOrnw arocN 5= n LA L. L� L G c-!-; L -1 ADDITIVE ALTERNATE WITH ADJACENT BIKE TRAIL Ljb,iTWc3H SrA. lDge AI+O SM. 22{29.i1 - Pora6xrAdt NONM of o wDrop,am Inc. (FIND) b not nxxpo,WDM for ssostyhmn on thm motlpde, pop0uno of aprdion, or a Ject ooly of the mA Mtoon on BNoo drwM,y,. dwl„q" an 1w uw on U,{" w^7 � eny a,W an ,wl i„lw,dw �w rare IF THIS DRABING IS NOT 24 x 36 =z oAIMn appal ban PN&D. IT IS A REDUCED PRINT WSIN TO N,ME. SCALE WAY BE DISIDIIIED FROM RTROdICIgN Scob: Demigod by: Date: WHITE RPAR TRAII, ,PROJBCTNUMBER tNast. T1rM OeIIl011n b On ?'P�e<."'++rg9r 1/Z"=1'-0" 7115199 CrrY OF AUBURN C9047 _. _ OwlYealoh aplwYldwl rxcadp. �'" 11CN 8151" STUCK RIVER DRIVE NTRACT NUMB aL PUBLIC WORKS DEPARTMENT TYPICAL SECTION i&Droge,Inc. 99 - 20 DF..Nby: 25 REST MAIN STREET ABM Pwaftvt* Nouw*bm a Dew Inc. PH: 206-624-1387 AUBURN, WASHINGTON 911FuptAvw^Suite 260 FAX:206624-1398 sl�sr C-9 ar Fwrlrol yML E ?IL& SHr-c—S.Dw w 96104 No. No. Date I By I Cho. FOUNDATION PLAN SCALE: 1/8' = V-O" PLAN AT BRIDGE SCAM: 1/8' = V-Or COORDINATE CHART - BRIDGE onlu.T NORTHIN • EASTING B1 103121.89 1658248.07 _ B2 103139 21 1558984 13 HORIZONTAL DATUM: NAD 27 STATE PLANE. VERTICAL DATUM: CITY OF AUBURN. a4ft Project Engr.: 1 11' Revision i DRAWN TO SCALE. SCALE MAY BE DISTORTED FROM REPRODUCTION m Those drawings conforrm to the `d Contractors construction records. p Drawn by Date: �c U Ion: ar GENERAL THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE Uniform Building Code, 1997 UVE LOADS Pedestrian Bridge 100 psf Seismic Zone 3 Wind 80 mph, Exposure C FOUNDATIONS Maximum soil pressure 2000 pod. Exterior footings shall bear V— 6' (minimum) below finish grade. All footings to bear an firth undisturbed earth below organic, surface soils and sholl be lowered if suitable soil is not found at elevations shown an drawings. Backfill to be thoroughly compacted per Specifications. Provide 2-#5 (minimum) continuous bottom of all walls and footings Fa additional informotwn refer to Soils Report No. 7-91M-11864-00, by AGRA, (206) 820-4669. CONCRETE MAX WATER/CEMENT RATIO MINIMUM f c NON —AIR —ENT AIR —ENT SACKS/C.Y. REMARKS All structural concrete 3000 0.58 0.46 5-1/2 Note 1 9-9 -9`( 1. Ai —entraining agent (3R to 6%) to he used in all concrete flatwork exposed to weather ' Can be reduced 1/2 sock/cubic yard if not exposed to weather. REINFORCING STEEL ASTM A615 grade 60, except ♦'3 and /4 stirrups, ties, and elbow bars to be grade 40. Reinforcing steel details shall be prepared by on ewer fenced detoler and conform to standard practice outlined in AD Report 315. NOTE: Reinforcing steel not specifically shown shall be assumed typical as similar sections and details where reinforcing is shown. CONCRETE COVER OF REINFORCING 3' Concrete poured against earth. 2' Formed concrete with earth backawll. 1-1/2' Beams and columns (stirrups, ties), outside face of walls exposed to weather, slabs an moisture barrier. Lap all other reinforcing 24 diameters. Lap wall verticals as shown an drawings. CONCRETE WALLS Provide #3 hairpin bars with 12' legs at 6' o.c. (minimum) at head of all openings. Provide 2-#5 extra bars extending 25' (minknum) beyond comers at top, bottom, and each side of opening. Use 2—#5 x 4'-0* diagonals at each comer except for 6' wells use 1—/5 diagonal at each confer. Extend horizontal well steel to 2' from outside face and lap with elbow bars (30 diameters) of same size and spacing. Lap outside face only at comers. Wall stubs shall be sane sae and spacing as vertical steel. Provide V— 6" stubs at 18' o.c. where wails without vertical reinforcing are poured separate from footing. ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use 'Hlti Kwik Bolt II' Where epoxy anchors are specified, use 'Hill HVA Adhesive Anchoring System' with HAS rod and HVA cops le. Far any substitutions to the above, the contractor shall submit to the Structural Engneer manufacturers literature describing the anchors and listing ICBO approved allowable shear and tension values rli It HSS 3 x 3 x e POST 5—OF I I I I lit I I I!I III •II I ' I acne HSS 3 x 3 x • I 1 I • L4 2 METAL RAI Sf.AIF- 1' = 1' (Nil o►f �unln�fllrui �iIlOt�lil'LI 1 " ► n NOTES STRUCTURAL STEEL Channels, angles, and plates to be ASTM A36, Fy=36 ksi. Pipe to be ASTM A53, grade B, Fy=35 ksi. HSS structural tube to be ASTM ASK grade B, Fy=46 ksi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to he 3/16' minimum continuous fillet, by certified welders using E70xx electrodes. All welds shall conform to the latest edition of AWS D1.1 PRECAST HOLLOW —CORE SLAB UNITS All pre —stressing shall conform to UBC, Chapter 19, 'Pre —Stressed Concrete'. Manufacturer shall be responsible far design of slab units to support live loods as indicated under 'LIVE LOADS' plus all dead loads bearing an slab. All extra reinforcing and embedded items required fa handling, erection or openings shall be provided by the manufacturer. Complete designs bearing the stamp of a registered professional engineer shall be submitted to the Architect for review prior to fabrication. Grout joints between panels with grout made of 3 parts dean, sharp sand, and 1 part Portland Cement (by weight) with low —shrinkage accelerator added according to manufacturers recommendations. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings far this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in wrill by the Structural Engineer. Errors and/or omissions found an the structural drawings must be brought to the Structural Engineers attention mmediately. The Structural Engineer is responsible far the design of the primary structural system, except fa any components noted above. Responsibility for any secondary structural and non—structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown an these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, a for safety precautions and programs in connection with the construction work, nor will he be responsible far the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineers responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, a which are customanly performed, shall not relieve the Contractor from performing such omitted or inadvertent mielabeled details of the work but they shall be performed as if fully and correctly set forth and descrbed in the drawings and specifications. SPECIAL INSPECTIONS In addition to general inspections by UBC section 108, the fallowing Special Inspections shall be performed in conformance with UBC section 1701 and are required during the following types of work: CONCRETE: * taking of concrete test specimers, * placing of reinforced concrete, * installation of bolts in concrete (under conditions per Table 19—E footnote 5, or section 1925), 1 HSS 3 x 3 x ePOST -0' xsb: Designed by: Date: WHITE RIVER TRAIL PROJECT' NUMI mils 8/6/9 9 CITY OF AUBURN, WA C9047 As Shown Checked by: coNTRACT NUN acs 8/6/9 9 BRIDGE PLANS 99 - 20 ONE INCH Approved by: 8/6/9 Peterson Stteble Nlardnsoa, Inc. SHEET AS DRAHgq arcs 820 John Street a o N W Z Z J O S � U Q Uri0 20' 40' 80' 160' RAW SCHEDLLE SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: SHRUBS: EXISTING CONIFEROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL CORYLUS CORNUTA 5'-6' HE B&B, FULL, WELL BRANCHED, UNDER POWER LINES WITH PSE.(PUGET SOUND ENERGY)425-454-6363. O WESTERN HAZELNUT MULTI -STEMMED 3-5 CANES MAX. Q XEXISTING DECDUOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL j� UNDER POWER LINES WITH PSE. AMELANCHIER ALNIFOLIA 2 GAL FULL, WELL BRANCHED SERVICEBERRY 18"-21" HT. OACER CIRCINATUM 5'-6' HT. B&B, FULL, WELL BRANCHED, VINE MAPLE MULTI -STEMMED 3-5 CANES MAX. CS CORRED TWIG DOGWOOD 15'-18" HT. SPA OR BR, TRIANGULAR RED -TWIG DOGWOOD SPACING O 3'-6" O.C. i + ACER MACROPHYLLUM 2" CAL. B&S, FULL, WELL BRANCHED, BIG LEAF MAPLE 10'-12' HT. BRANCHED O 6' UNCUT LEADER Mp MAHONIA AQUIFODUM 'COMPACTA' 1 GAL. FULL, TRIANGULAR SPACING OACER GLABRUM 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, COMPACT OREGON GRAPE O 2'-6" O.C. ROCKY MT. MAPLE UNCUT LEADER RN ROSA NUTKANA 15'-18" HT. FULL, TRIANGULAR SPACING /^` NOOTKA ROSE O 3'-6" O.C. t • FRAXINUS LATIFOLIA 1-3/4" CAL B&B, FULL, WELL BRANCHED, \\„/� OREGON ASH 10'-12' HT. UNCUT LEADER RS RUBUS SPECTABIUS 15'-18" HT. B&B OR BR, TRIANGULAR O SALMONBERRY SPACING O 3'-6" O.C. MAP KEY SALIX LUCIDA 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, SYMPHORICARPOS ALBA 24"-30" HT. B&B OR BR, TRIANGULAR PACIFIC WILLOW UNCUT LEADER SA SNOWBERRY SPACING O 3'-6" O.C. s White n Rs PICEA SITCHENSIS 5'-6' HT. B&B, FULL, WELL BRANCHED, SITKA SPRUCE NOT SHEARED, UNCUT LEADER GROUNDCOVERS: S \ er ... .... _ k PSEUD075UGA MENZIESII 5'-6' HT. B&8. FULL, WELL BRANCHED, Game Form i ernes ar DOUGLAS FIR NOT SHEARED, UNCUT LEADER KK ARCTOSTAPHYLUS UVA-URSI 4' POT FULL, 15" O.C. TRIANGULAR KINNIKINNIICK SPACING r THUJA PUCATA 5'-6' HT. B&B, FULL, WELL BRANCHED, R nor Park 0 WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER SEEDED AREA SEED SEE SPECIFICATIONS & Approved for ConsinwUon Reviewed by: nl & Deyte�)q /f DRAWN TO SCAIF, SCALE aNYlE OL510RIm FROM RBIIOWC110N Sab: Damped by Due: WHITS RIVER TRAIL PROJECT NUMBER Z 9 Project Engr.: I(1Cohel. Inspectof7YY,.t+/. O �}5�� �L�,v� T- Wd) a/9/9a CITY OF AUBURN, WA C9047 nnls PE ' winter (((///— g, These dnnNrge cordorm to the �� ""t'J 1" = 4(V �n soonstw�o^�rds PUBLIC WORKS DEPARTMENT C, LWA l» LANDSCALLANFraNTING L CT6 CONTRACT NUMB C40o D a. n by: Mal 25 WEST MAIN STREET �' ' a e 99 STA.O+OO TO STA. 0+20 99 - 20 - - o .Y u,e.® APP JOM -LANDSCAPE ARCHITECTS INCORPORATP.D P.S. _ � � AUBURN, WASHINGTON ABTA D. Md4ed 9/e/99 2D�_ 1Ir17IAVENE PR-FAM a .4545785 sH= No. Date By Chd. APPr. Revision Ir �mrc rera.yy lace^ WAM NriR PR/JL BE WA 98004 web:.�w.j®a-;o<.� G RN 0 50% R^�S, \ C 1 50% �l � 1 TREE TO E REMOVED + RN l �•\ , ," Ito SCHEDULE 'S' VMRK t ' a ♦. eF IFi! / / I 11/ N 115 11 CS ) 5ox - \ i [I 'Xff _ - - RJW — PLAINT %Q~C*4ww1 F - SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: SHRUBS: Sy EXISTING CONIFEROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL CORYLUS CORNUTA 5'-6' HT. UNDER POWER LINES WITH PSE. B&B, FULL, WELL BRANCHED, O WESTERN HAZELNUT MULTI —STEMMED 3-5 CANES MAX. U loC EXISTING CONIFEROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL UNDER POWER LINES WITH PSE (2) AMELANCHIER ALNIFOUA 2 GAL. FULL. WELL BRANCHED SERVICEBERRY 18"-21" HT. 0 20' 40' 80' 160' O ACER CIRMAPLE M 5'-61MULTI HT.ST B&B, FULL, WELL BRANCHED, CORNUS STOLONIFERA 15'-18" HT. B&B OR BR, TRIANGULAR NNE MAPLE MULTI —STEMMED 3-5 CANES MAX. CS RED —TWIG DOGWOOD SPACING ® 3'-6" O.C. + ACER MACROPHYLLUM 2" CAL. B&B, FULL, WELL BRANCHED, BIG LEAF MAPLE 10'-12' HT. BRANCHED 9 6' UNCUT LEADER MA MAHONIA AQUIFOLIUM 'COMPACTA' 1 GAL. FULL, TRIANGULAR SPACING O COMPACT OREGON GRAPE O 2'-6" O.C. ACER GLABRUM 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, ROCKY MT. MAPLE UNCUT LEADER RN ROSA NUTKANA 15'-18" HT. FULL, TRIANGULAR SPACING NOOTKA ROSE ® V-6" O.C. • FRAXINUS LATIFOLIA 1-3/4" CAL. B&B, FULL, WELL BRANCHED, MAP KEY OREGON ASH 10'-12' HT. UNCUT LEADER RS RUBUS SPECTABIUS 15'-18" HT. B&B OR BR, TRIANGULAR SALMONBERRY SPACING ® 3'-6" O.C. O. SAUX LUCIDA 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, SYMPHORICARPOS ALGA 24"-30" HT. B&B OR BR, TRIANGULAR n White PACIFIC WILLOW UNCUT LEADER Mill" A SNOWBERRY SPACING ® 3'-6" O.C. v,fQ PICEA SITCHENSIS 5'-6' HT. B&B, FULL, WELL BRANCHED, ,qer SITKA SPRUCE NOT SHEARED, UNCUT LEADER GROUNDCOVERS: 5 v. Game Farm amass ark • PSEUDOTSUGA MENZIESII 5'-6' HT. B&B, FULL, WELL BRANCHED, o DOUGLAS FIR NOT SHEARED, UNCUT LEADER KK ARCTOSTAPHYLUS UVA—URSI 4' POT FULL, 15" O.C. TRIANGULAR KINNIKINNIICK SPACING Roe nor Party THUA 5'-6' HT. B&B, FULL, WELL BRANCHED, .°� + WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER SEEDED AREA SEED SEE SPECIFICATIONS Approvedfor Construction Reviewed by: DRAWN TO WAIL WALE MAY BE DIWTDM FROM F&RODICDON sale: Designed / Project ErWi ' I p by: Dale: WHITE RIVER O)ECT NUMBBR Lll9� �It u T. Wall s/B/ss clTr of Aus[ xJN, wA C9047 n Is sneer These drawings conform to the ®� 1 - 40' . Contrectofs construction records. PUBLIC WORKS DEPARTMENT C. Lewiscked y: LANDSCAPE PLANTING C. Lewi 9899 PLAN LMID G1'e CONTRACI'NUMB -- Drawm by: Date: mom, ® 25 WEST MAIN STREET Approved by: STA. 0+20 TO STA. 0+40IN coxPoxATED P.S. 99 - 20 `RG81�e ONE INCH JGM - LANDSCAPE ARCHITECTS ND. oaae By and. Apw. Rsvhion---I,,, AUBURN, WASHINGTON AS DRAT D. McNeal 9 8 99 204-IIITHAVENE P.0 424A4 5 sHBBT - 44S FILE... IIHIT6 RIVER TRAIL BELLEVUE WA 98004 Web:r _._ .. O r RN 0 20' 40' 80' 160' PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: SHRUBS: EXISTING CONIFEROUS TREE TO RQMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL O CORYLUS CORNUTA 5'-6' HT. B&B, FULL, WELL BRANCHED, UNDER POWER LINES WITH PSE. T SOUND E ERGn 425-4S4-6363. WESTERN HAZELNUT MULTI —STEMMED 3-5 CANES MAX. O X EXISTING DECOLIOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL UNDER POWER UNES WITH PSE. (PUGET SOUND ENERGY) 425-454-6363. 0 AMELANCHIER ALNIFOUA 2 GAL. FULL, WELL BRANCHED SERVICEBERRY 18'-21" HT. (Do ACER CIRCINATUM 5'-6' HT. B&B, FULL, WELL BRANCHED,B&B VINE MAPLE MULTI -STEMMED 3-5 CANES MAX. ON CS CORNUS TWIG DOGWOOD 15'-18' M. SPA OR BR TRIANGULAR //+�� RED -TWIG DOGWOOD SPACING ®3'-6" O.C. I + { ACER MACROPHYLLUM 2" CAL. B&B, FULL, WELL BRANCHED. `J BIG LEAF MAPLE 10'-12' HT. BRANCHED 0 6' UNCUT LEADER MA MAHONIA AOUIFODUM 'COMPACTA' 1 GAL. FULL, TRIANGULAR SPACING O COMPACT OREGON GRAPE ® 2'-6' O.C. ACER GLABRD4'-5' W. UNCB&BUT OR BR, FULL, WELL BRANCHED, MR ROCKY MT.. UNCNo MAPLE UT LEADER RN ROSA NUTKANA 15'-18' HT. FULL, TRIANGULAR SPACING /,/�� NOOTKA ROSE 6 3'-6' O.C. • ) FRAXINUS LATIFOLIA 1-3/4' CAL. B&B, FULL, WELL BRANCHED, \�,��� �JJ OREGON ASH 10'-12' HT. UNCUT LEADER RS RUBUS SPECTABIUS 15'-18" FIT. B&B OR BR, TRIANGULAR SALMONBERRY SPACING 0 3'-6" O.C. MAP KEY O SAUX LUCIDA 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, SYMPHORICARPOS ALBA 24'-30" HT. B&B OR BR, TRIANGULAR PACIFIC WILLOW UNCUT LEADER SA SNOWBERRY SPACING 0 3'-6" O.C. z PICEA SITCHENSIS 5'-6- HT. B&B, FULL, WELL BRANCHED, OM SITKA SPRUCE NOT SHEARED, UNCUT LEADER GROUNDCOVERS: PSEUDOTSUGA MENZIESII 5'-6' HT. B&B, FULL, WELL BRANCHED,DOUGLAS FIR NOT SHEARED, UNCUT LEADER ? KK ARCTOSTAPHYLUS UVA-URSI 4' POT FULL, 15" O.C. TRIANGULAR oKINNIKINNIICK SPACINGTHUJA PUCATA 5'-6' HT. B&B, FULL, WELL BRANCHED, R nor WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER SEEDED AREA SEED SEE SPECIFICATIONS dNRM TOSCNE, SCALE MAY BE DISTORTED+AOM RFPRODUCTION �" � Seat: Deagaed by: Date: WHITE RIVER TRAIL rrcww.•iv�ivrc s (m off T. Wall 9/8/99 CITY OF AUBURN, WA C9047 These drawings conform to the `"'t'J 1 n = 41 Cbxked by: LANDSCAPE PLANTING € Contractoes construction records. PUBLIC WORKS DEPARTMENT PLAN L CON1RAcr ININ c &C. Lewis 9 8 9 STA. 0+40 TO STA. 0+60 Drawn by: Date: Tr=OF 25 WEST MAIN STREET Approved by: INCORPORATED P.S. t ° ONE INCH )GAS - LANDSCAPE ARCHITECT$ PH:4?5.4545]l3 $HEFT' il,.i. AUBURN, WASHINGTON AS DRAWN D. McNeal - -_� _- _ a a 9 ^2g4-111THAVENE Fex 4u4s.4 M No. I Date By I Chd. 0 20' 40' 80, 160' PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: SHRUBS: EXISTING CONIFEROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL V� CORYLUS CORNU7A 5'-6' HT. B&B, FULL, WELL BRANCHED, UNDER POWER LINES WITH PSE. (PUGET SOUND ENERGY) 426-464-SM. O WESTERN HAZELNUT MULTI —STEMMED 3-5 CANES MAX. �) EXISTING DECIDUOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL x UNDER POWER LINES WITH PSE. (2) AMELANCHIER ALNIFOLIA 2 GAL. FULL, WELL BRANCHED SERVICEBERRY 18"-21" HT. O ACER CIRCINATUM 5'-6' HT. B&B, FULL, WELL BRANCHED, VINE MAPLE MULTI —STEMMED 3-5 CANES MAX. -NoOS CORNUS STOLONIFERA 15'-18" HT. B&B OR BR, TRIANGULAR RED —TWIG DOGWOOD SPACING O 3'-6" O.C. + ACER MACROPHYLLUM 2" CAL B&B, FULL, WELL BRANCHED, BIG LEAF MAPLE 10'-12' HT. BRANCHED O 6' UNCUT LEADER MA MAHONIA AQUIFOLUM 'COMPACTA' 1 GAL. FULL, TRIANGULAR SPACING O COMPACT OREGON GRAPE O 2'-6" O.C. ACER GLABRUM 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, ROCKY MT. MAPLE UNCUT LEADER RN ROSA NUTKANA 15'-18" HT. FULL, TRIANGULAR SPACING NOOTKA ROSE O 3'-6" O.C. • FRAXINUS LATIFOLIA 1-3/4" CAL B&B, FULL, WELL BRANCHED, OREGON ASH 10'-12' HT. UNCUT LEADER EN" S RUBUS SPECTABILIS 15'-18" HT. B&B OR BR, TRIANGULAR O SALMONBFRRY SPACING O 3'-6" O.C. SA SAUX LUCIDA 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, SYMPHORICARPOS ALBA 24"-30" HT. B&B OR BR, TRIANGULAR PACIFIC WILLOW UNCUT LEADER SNOWBERRY SPACING O V-6" O.C. PICEA SITCHENSIS 5'-6' HT. B&B, FULL, WELL BRANCHED, MAP KEY SITKA SPRUCE NOT SHEARED, UNCUT LEADER GROUNDCOVERS: PSEUDOTSUGA MENZIESII 5'-6' HT. B&B, FULL, WELL BRANCHED, A "'+++......•.•��� DOUGLAS FIR NOT SHEARED, UNCUT LEADER KK '^ ARCTOSTAPHYLUS WA—URSI 4' POT FULL, 15" O.C. TRIANGULAR KINNIKINNIICK SPACING + THUJA PLICATA 5'-6' HT. B&B, FULL, WELL BRANCHED, WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER SEEDED AREA SEED SEE SPECIFICATIONS Approv,r cons mmon Nevlawea ny: I I I a uawl DRAWN TO SCALE, SCALE MAY ff DISTORIFD R10M REPROOUC80N Scale: Designed by: Daft: w 1111 b Rl VER rl FALL Nu�� Af�Prejerl Engr.: Iv'�'o �c. Inepea 0 �Q� at ,I _ , T. coda a/ejea CITY OF Avavnrr, WA C9047 n s t n near These drawings conform to the 1 — 40 Checked by: LANDSCAPE PLANTING _._. o contra&mrscunsbuctimrecords. PUBLIC WORKS DEPARTMENT C. Lewis � PLAN L crs CONTRACTNUIiB ---- -- -- ❑ , Oration by: Dale: seam mcw 25 WEST MAIN STREET Appreved by: STA. O+GO TO STA. f1+80 99 - 20 INCORPORATED P.S. ONE INCH JGM -LANDSCAPE ARCHITECTS AUBURN, WASHINGTON ASDRAWN D. McNed a/8/99 204_IIIT74AVENE Fix ,�s;�5 sHEEr No. Deb By Chd. Appr. Revision �,s„a 40 PIER' wm7jr RIVJfR TAM BELLEVUE WA 98004 4 two No. I Date I By I Chd. SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: EXISTING CONIFEROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL UNDER POWER LINES WITH PSE. (PUGET SOUND ENERGY) 425-454-6363. (D EXISTING DECDUOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL J� UNDER POWER LINES WITH PSE. O ACER CIRCINATUM 5'-6' HT. B&B, FULL, WELL BRANCHED, VINE MAPLE MULTI —STEMMED 3-5 CANES MAX. 1 + { ACER MACROPHYLLUM 2" CAL. B&B, FULL, WELL BRANCHED, �J BIG LEAF MAPLE 10'-12' HT. BRANCHED* 6' UNCUT LEADER O ACER GLABRUM 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, ROCKY MT. MAPLE UNCUT LEADER FRAXINUS LATIFOLIA 1-3/4" CAL B&B, FULL, WELL BRANCHED, �� OREGON ASH 10'-12' HT. UNCUT LEADER OSALIX LUCIDA 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, rW�aF PACIFIC WILLOW UNCUT LEADER PICEA SITCHENSIS 5'-6' HT. B&S, FULL, WELL BRANCHED, SITKA SPRUCE NOT SHEARED, UNCUT LEADER j • ) PSEUDOTSUGA MENZIESII 5'-6' HT. NOT SHEAREDE L BRANCHCUT ED, DOUGLAS FIR THUJA PLICATA 5'-6' HT. B&B, FULL, WELL BRANCHED, WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER arMo�� SHRUBS: O CORYLUS CORNUTA 5'-6' HT. B&B, FULL, WELL BRANCHED, WESTERN HAZELNUT MULTI —STEMMED 3-5 CANES MAX. 0 AMELANCHIER ALNIFOLIA 2 GAL. FULL, WELL BRANCHED SERVICEBERRY 18"-21" HT. CS CORNUS STOLONIFERA 15'-18" HT. B&B OR BR, TRIANGULAR RED -TWIG DOGWOOD SPACING O 3'-6" O.C. MA MAHONIA AOUIFODUM 'COMPACTA' 1 GAL. FULL, TRIANGULAR SPACING COMPACT OREGON GRAPE O 2'-6" O.C. RN ROSA NUTKANA 15'-18" HT. FULL, TRIANGULAR SPACING NOOTKA ROSE O 3'-6" O.C. RS RUBUS SPECTABILIS 15'-18" HT. B&B OR BR, TRIANGULAR SALMONSERRY SPACING O 3'-6" O.C. SA SYMPHORICARPOS ALBA 24"-30" HT. B&B OR BR, TRIANGULAR SNOWBERRY SPACING O 3'-6" O.C. GROUNDCOVERS: KK ARCTOSTAPHYLUS WA-URSI 4' POT FULL, 15" O.C. TRIANGULAR KINNIKINNIICK SPACING LiLiSEEDED AREA SEED SEE SPECIFICATIONS MAP KEY Reviewed by: n' al Dagm DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION Scale: T. Wahl by: /8 wiY O LAUBUR. t W Project Engr.: t/ Coonst Inspect Q q 40' C Wall 9/8/99 CITY SC AUBURN, WA These drewings coMorm to the Checked by: LANDSCAPE PLANTING L Contractors construction records. PUBLIC WORKS DEPARTMENT C. Lewis s 1399 PLAN 1+00 Drawn by: Date: u�" 25 BEST MAIN STREET Approved by: STA. 0+S0 TO STA. UFE earner ONE INCH 1GM - LANDSCAPE ARCHITECTS �4 AUBURN, WASHINGTON nsoRAVW+ D. McNeal s E 9s z04-JIITHAVE NE Construction Section:FILE: WHITE RIVER TRAIL BELLEVUE, WA 98M Revision o! ��V"C9047 LAMMCtrD CONTRACT N[JIv INCORPORATED P.S. 99 - 20 Pit 425ASI.STYi SHEET RN o y r _ Yln = • •. / i � x 7 0 20' 40' 80' 160' PLANT SCHEDULE C ILI ` 2 U i � Q SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: SHRUBS. M EXISTING CONIFEROUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL UNDER POWER LINES WITH PSE. (p7SET SOUND ENERGY 425-454-6363. CORWEST RN HAZELNUT MULTI HT. 3-5 FULL, WELL BRANCHED, I � WESTERN HAZELNUT MULTI -STEMMED 3-5 CANES MAX. f �C EXISTING DECIDUOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL x UNDER POWER LINES WITH PSE. AMELANCHIER ALNIFOLIA 2 GAL. FULL, WELL BRANCHED SERVICEBERRY 18"-21" HT. O ACER CIRCINATUM 5'-6' HT. B&B, FULL, WELL BRANCHED, CORNUS STOLONIFERA 15'-18" HT. B&B OR BR, TRIANGULAR VINE MAPLE MULTI -STEMMED 3-5 CANES MAX. CS RED -TWIG DOGWOOD SPACING O 3'-6" O.C. ACER MACROPHYLLUM 2" CAL B&S, FULL, WELL BRANCHED, 0 BIG LEAF MAPLE 10'-12' HT. BRANCHED O 6' UNCUT LEADER MA MAHONEA COMPACT AOUIFODUMPACT OREGON GRAPE 1 GAL. FULL, TRIANGULAR SPACING O COME O 20-6" O.C. ACER GLABRUM 4'-5' HT. B&B OR BR, FULL, WELL BRANCHED, ROCKY MT. MAPLE UNCUT LEADER RN ROSA NUTKANA 15'-18" HT. FULL, TRIANGULAR SPACING MAP KEY NOOTKA ROSE O V-6" O.C. 9 • j FRAXINUS LATIFOLIA 1-3/4" CAL. B&B, FULL, WELL BRANCHED. OREGON ASH 10'-12' HT. UNCUT LEADER RS RUBUS SPECTABIUS 15'-18" HT. B&B OR BR, TRIANGULAR p SALMONSERRY SPACING O 3'-6" O.C. O SALIX LUCIDA 4'-5' F(T. B&B OR BR, FULL, WELL BRANCHED, SYMPHORICARPOS ALBA 24"-30" HT. B&B OR BR, TRIANGULAR PACIFIC WILLOW UNCUT LEADER SA SNOWBERRY SPACING O 3'-6" O.C. PICEA SITCHENSIS 5'-6' W. B&B, FULL, WELL BRANCHED, tR!P0qr4 SITKA SPRUCE NOT SHEARED, UNCUT LEADERGROUNDCOVERS: PSEUDOTSUGA MENZIESII 5'-6' HT. B&B, FULL, WELL BRANCHED, �w..F DOUGLAS FIR NOT SHEARED, UNCUT LEADER ElHiKK ARCTOSTAPHYLUS UVA—URSI 4' POT FULL, 15" O.C. TRIANGULAR KINNIKINNIICK SPACING + THUJA PLICATA 5'-6' HT. B&B, FULL, WELL BRANCHED, WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER SEEDED AREA SEED SEE SPECIFICATIONS Approved for Construction �q Reviewed9 y: al V Date) P� DRAWN TO SCALE, SCUF MAY BE M70RTED FROM REPRODUnON O � � Sale: T. Wand by: /8 WHITE RIVER N, W rx C ° r�u7 zw- — Pro'ect En r.: o t. Ins • �� s _ , T. Wall 9/B/99 CITY OF AUBURN, WA C9D4% These drawings conform to the 1 - 40 Checked by: LANDSCAPE PLANTING "Bef PUBLIC WORKS DEPARTMENT PLAN CTe coNTHtACT NUAffi - — Conaacl°Ys construction records. C. Lewis 9 8 99 - Drawn by: Date: .,.M, rus+u.�nx.u+u STA. I+OO T05TA. 1+20 99 - 20 25 WEST MAIN STREET Approved by: INCORPORATED P.S. ONE INCH JGM -LANDSCAPE ARCHITECTS Corwhictlon ems„, • AUBURN, WASHINGTON HASDRAVJN D. McNeal 9 B 9 204-111THAVENE FAX4425.44M.485 SHOT No. Date By Chd. Appr. Revision ®.,more rim WMTR ArrXR !R/IL BELLEVUE. WA 98004 0 20' 40' 80, 160' PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS TREES: SHRUBS: EXISTING CONIFEROUS TREE TO REMAIN/TO BE_REMOVED. COORDINATE TREE REMOVAL O CORYLUS CORNUTA S'-6' HT. B&B, FULL, WELL BRANCHED, UNDER POWER LINES WITH PSE. (PUGET SOUND ENERGY) 425-454-6363. WESTERN HAZELNUT MULTI —STEMMED 3-5 CANES MAX. O loC EXISTING DECIDUOUS TREE TO REMAIN/TO BE REMOVED. COORDINATE TREE REMOVAL �C UNDER POWER LINES WITH PSE. 0 AMELANCHIER ALNIFOLIA 2 GAL FULL, WELL BRANCHED SERVICEBERRY 18"-21" HT. Oo ACER CIRCINATUM 51-6' HT. B&B, FULL, WELL BRANCHED,B&B VINE MAPLE MULTI —STEMMED 3-5 CANES MAX. No CS CORNUS STOTWIG DOGWOOD 15'-18" HT. SPA OR BR, TRIANGULAR RED —TWIG DOGWOOD SPACING O 3'-6" O.C. ACER MACROPHYLLUM 2" CAL. B&B, FULL. WELL BRANCHED, v BIG LEAF MAPLE 10'-12' HT. BRANCHED O 6' UNCUT LEADER M,q MAHONIA AOUIFODUM 'COMPACTA' 1 GAL. FULL, TRIANGULAR SPACING O COMPACT OREGON GRAPE O 2'-6" O.C. ACER M 4-5' HT. B&B OR BR, FULL, WELL BRANCHED, ROCKYCKY MT. MAPLE UNCUT LEADER ONRN ROSA Nlffl(ANA 15'-18" HT. FULL, TRIANGULAR SPACING NOOTKA ROSE O 3'-6" O.C. FRAXINUS LATIFOLIA 1-3/4" CAL. B&B, FULL WELL BRANCHED. OREGON ASH 10'-12' HT. UNCUT LEADER RS RUBUS SPECTABIUS 15'-18" HT. B&B OR BR, TRIANGULAR SALMONBERRY SPACING O 3'-6" O.C. O SALIX LUCCDWILLOW 4'-5' HT. UNCUTL BR, FULL, WELL BRANCHED, SA SYMPHORICARPOS ALBA 24"-30" HT. B&B OR BR, TRIANGULAR MAP KEY ENH SNOWBERRY SPACING O 3'-6" O.C. PICEA SITCHENSIS 5'-6' HT. B&B, FULL, WELL BRANCHED, z SITKA SPRUCE NOT SHEARED, UNCUT LEADER GROUNDCOVERS: PSEUDOTSUGA MENZIESII 5'-6' HT. B&B, FULL, WELL BRANCHED, DOUGLAS FIR NOT SHEARED, UNCUT LEADER ,, KK ARCTOSTAPHYLUS WA—URSI 4' POT FULL 15" O.C. TRIANGULAR KINNIKINNIICK SPACING j + F THWA P5'-6' HT. B&B, FULL, WELL BRANCHED, WESTERN RED CEDAR NOT SHEARED, UNCUT LEADER SEEDED AREA SEED SEE SPECIFICATIONS KOMaWBD Dy: I al a USED qq DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION / 9 Pro1�t Engr.: 191 %, Ina - — - These tlrewinga Inrlfam to the Conta"s consbuctbn records. ---- Dn wn by: Date: C U Reyi" C ,,,M,,,,,,at L.LL � ""r PUBLIC WORKS DEPARTMENT 25 WEST MAIN STREET AUBURN, WASHINGTON Scale: 1" = 40' by: T. INCH T. Wall Cbwk� bs,. C. Lewis Approved by: D. McNed Date: 9/8/99 9 8 9 9 8 9 WHI17F U hK BURN, ILL CITY SC AUBURN, IN LANDSCAPE PLANTING PLAN STA.1+20TOSTA.X ]OM - LANDSCAPE ARCHITECTS 204-IIITHAVE NE L INCORPORATED P.S. a 42SAM.ss ONE INCH nsDTuwN C9047 99 - 20 SHEET i 0 No. Date By I Chd. 5 REBAR /AIL ING ROOTBALL � ROOT 5 REBAR PLAN NOTE: PLANT TREES P HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL BE NOT LESS THAN 2 TIMES ROOTBALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA. BLACK RIBBER HOSE TYP. 5 REBAR - 2 PER TREE TYP. REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL 2" DEPTH MULCH LAYER 3" WATERING BASIN FINISH GRADE BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED RECCMPACTED NATIVE SOIL TYPICAL CONIFEROUS TREE PLANTING 5 REBAR /AI"�INGROOTBATRUNK TRUNKLL T PLAN " 5 REBAR NOTE: PLANT TREES I" HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 5 REBAR - 2 PER TREE TYPICAL 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA BLACK RIBBER HOSE TYR REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL 2" MULCH LATER 3" WATER BASIN FINISH GRADE BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED RECOMPACTED NATIVE SOIL TYPICAL DECIDUOUS TREE PLANTING NnT TO (�rAI F DEC - Revision REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL 3" WATER BASIN FINISH GRADE 2" MULCH LAYER PLANTING MIX AS SPECIFIED BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACTED NATIVE SOIL TYPICAL SHRUB PLANTING DETAIL NOTE: PLAIT TREES P HIGHER THAN DEPTH GROUN IN NURSERY. TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIA 5 REBAR STAKE - 111 PER TREE BLACK RIBBER HOSE - ATTACH TO CENTRAL LEADER 12 GA. WIRE, TWIST TO TIGHTEN INTERTIE 3-4 LARGEST BRANCHES. REMOVE ALL BURLAP AND TWINE FROM ROOTBALL 3" MULCH LAYER 3" WATER BASIN FINISH GRADE BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED RECOI'IPACTED NATIVE SOIL TYPICAL MUL /,,.. � Cil►y of :ltaalnl�lru� #� REMOVE BRANCHES AND LIMBS FOR CLEARANCE CLEAR VEGETATION FROM TRAIL EDGE 24" TYP. EACH SIDE EXCEPT AS REQUIRED FOR GRADING TRAIL TYPICAL TRAIL CLEARING 0 T T T T. wall 9/8/99 AS NOTED Checked by: C. Lewis 9 g 99 ONE INCH Approved by: AS DRAYM D. McNeal NOTE: ALL GROUNDCOVER/SHRUB SPACING SHALL BE EQUIDISTANT UNLESS OTHERWISE SPECIFIED DISTANCE ON CENTER AS (u//) SPECIFIED START FIRST ROW OF PLANTING AT 1/2 THE PERPENDICULAR SPACING p BETWEEN ROWS JC' .. .. EDGE OF PLANTING AREA TRIANGULAR PLANT SPACING CITY OF AUBURN, TWA PLANTING DETAILS JGM - LANDSCAPE ARCHITECTS 204 - 111TH AVE NE 10 .IZA NOTE: 51544S SHALL BE TWO SIDED C a i � n White River Trail_ c City of Auburn 414 o Parks and Recreation Department m IF r T SAND BLAST FINISH NOTE: LETTER STYLE SHALL BE HELVETICA MEDIUM 120 ALL SIDES ,1- I � FIN. GR 8"X8" P05T CONC. FTG. a COMPACT SUBGRADE S SECTION OF FOOTING ARK SIGN DET 8'-0° TYP. 6" DIA. BEAM CONT. 6" DIA. BEAM CCNT. BACIffILL WBASE COURSE COMPACT THOROUGHLY COMPACT SUBGRADE, TYP. ATYPICAL HITCHING RAIL LJ NOT TO SCALE bs"s MB.— 4i"OX4" LB.-1 11611X3" WIDE STL—I PLT, STRAP 3"X3" "T" PLAN 2 1/2" I/2110X4" LB. v�" CHAMFER ==7= TYP. Saxe" POST 0121"XI4" STEEL BAND (2) U7113XT" CARRIAGE BOLT FOR 8' LONG HITCHING POST , NOTCH BEAM FOR POSTS TYPICAL NOTCH BEAM FOR POSTS FOOTING TO SLOPE AWAY FROM POST, TYP. 3/4" ARROW SHAPES STRAIGHT REGHT/LEFT TURN U-TURN PAINT TYP TYPICAL 0 NOT TO SCALE Finish 1 MILE 4" LETTERS W/ APPROVED BLUE UND 2" CLR BE7UlEEN BAOICGIiO TYP. PAINT WHITE WHITE TYP. 1la MNE 1/4 IE 6" HT. NUMBERS C PATH Q 1 �ti ] Q a. , o_ Slsrl 12 MILE w NOTE: ALL LETTERS AND NUMBER5 SHALL BE NELVETICA MED. a COURSE DISTANCE MARK 9"X9"XI/s" ALUMINUM SIGNS SEE SCHEDULE, SHEET L9vlt 1411XII/g" STAINLESS STEEL VANDAL PROOF SCREWS 4XI2 POST - SEE SCHEDULE - SHEET L.5-It BACIffILL W/BASE COURSE MATERIAL COMPACT THOUROUGHLY 18" MN. COMPACT SIIBGRADE SIGN DETAIL_ / 3/4" CHAMFER 000�— • TOP PLAN - TOP 3/8" CHAMFER e EDGES, TYP. RECESS SIGNS 1/4" TYP. PLAN - SECTION 4XI2 POST I" CHAMFER - TYP. "ROUT -TYP I" PANTED WHITE MARINE ENAMEL WITH REFLECTIVE GRANULES 8"X8" 546, TIMBER NOTCH FOR STEEL TUBE 8"X8" GALV. PLATE (Iq') GALV. HASP - HEAVY DUTY SLOPE FINISH SURFACE TO DRAIN AWAY FROM BOLLARD ASPHALT PAVING SUBBASE (4) 34 REBAR CONT. CONCRETE FOOTING 13/4"XT3q"XI/4" A-36 STEEL SQUARE TUBE BASE COURSE COMPACT 5U5GRA0E 3/I6" STEEL PLATE WELD TO TUBE I'/I"b DRAIN HOLE MOVABLE BOLLAI NOT TO SCALE ATYPICAL FIXED BOLLARD I" CHAMFER - TYP. " ROUT - TYP I" PAINTED WHITE MARINE ENAMEL WITH REFLECTIVE GRANULES 811X81, 649, TIMBER SLOPE FINISH SURFACE TO DRAIN AWAY FROM BOLLARD ASPHALT PAVING SUBBASE (2) 34 REBAR CCNT. BASE COURSE COMPACT SUBGRADE AIL Approved for Construction Reviewed by: I al t V Date DAWN TO SCAIE, SCP1F MAY BE D15r010ED FROM NEPBOWLTION AD ScaleDeslgedby: Date: WHPI'E RIVER TRAIL r3e C9Project Engr.ion t. Ins ( AS NOTED T. Wall 9/8/99 CITY OF AUBURN, WA C904% These drawings conform to the Checked by: D Isffi near o Contmclo sconstructonrecods. PUBLIC WORKS DEPARTMENT STfEDETAILS LAND CTS CONTRAcrNUMB 0 Drawn by: Date: WAM4N' A ffi C. Lewis 9 8 99 99 - 20 D K 25 WEST MAIN STREET Approved INCORPORATED P.S. CAPE ARCHITECTS Pto AS INCH LL ]GM-2LU44-131THAVENE r,:4zn.AM5� SHEEP ]}}ys,1p.•� AUBURN, WASHINGTON D. McNeal 9 8 99 No. Date By Chd. Appr. Revision �mu,s"o.M.3 FILE: WHITE RIVER TRAIL BEL.LEWE WA 98004 lvee"W '°"°m MIN. 5'-0" TRANSITION AREA, ALL EXISITING SLOPE AREAS LESS THAN 4:1 MIN. 1'-0" EXIST. MIN. 4" THICK TOPSOIL TRANSITION TO EXIST. FINISH GRADE E No. Date By CRUSHED ROCK TRAIL ASPHALT TRAIL VARIES - SEE PLANS VARIES 10'-11' - SEE PLANS 4" SLOPE AWAY FROM RIVER -COMPACTED SUBGRADE J BENEATH TRAILS - TYP. CROSS-SECTION THRU SEPARATED TRAILS i.m�n>�I�Tlla I- CHAFFER - TYP. 4 X I0 ROOCaH, OF. STANDARD OR BETTER PRESSURE TREATED (2) 5/0° ECONOMY BOLTS W/ WTS a CUT WASHERS D"XD'ROIGH, OF, STANDARD OR F1lED&ll� T�ATED S' EARTH FILL, TYPICAL FNI54 GRADE MN 20- DIA CgJD M FOOTNG CROWN TOP TO DRAIN AWAY FROM POST, TOP OFF 3- BELOW GRADE SPACE PORTS 6' CC. SET POSTS RUMB MIN. 5'-0" TRANSITION AREA, ALL EXISITING SLOPE AREAS LESS THAN 4:1 END CONDITION ELEVATION RAIL DETAIL MIN. 5'-0" TRANSITION AREA, ALL EX151TING SLOPE AREAS LESS THAN 4:1 EXIST. FIN. GRADE 1RSE SUBGRADE CRUSHED R MIN, I'-0" MIN. 1'-0" EXIST. FM. GRADE MIN. 4" THICK TOPSOIL T NANSITIONGRAT EXIST. 4 X 10 ROUGH, OF. 5TANDARC OR BETTER PRESSURE TREAT S"XS"ROUGH, DF. STANDARD PRESSURE TREATED SAW CUT EXISTING ASPHALT—\ I SLOPE AWAY FROM RIVER NOT TO SCALE COMPACT- 5UBGRADE ASPHALT TRAIL EXPANSION FINISH GRADE FINISH SURFACE ASPHALT PAVING CRUSHED ROCK SUBBASE COMPACT SUBGRADE 450 TAMPED ASPHALT EDGE ASPHALT TRAIL MIN. 5'-0" TRANSITION AREA, ALL EXISITING SLOPE AREAS LESS THAN 4:1 iacnRn>+ EXIST. FIN. GRADE MIN. 4" THICK TOPSOIL TRANSITION TO EXIST. FIN. GRADE HOLD CRUSHED ROCK 1/2" — BELOW ASPHALT FINISH GRADE TYPICAL TYPICAL JACENT TO INTERMEDIATE CONDITION ELEVATION MIN. 5'-O" TRANSITION AREA, ALL EXISITING SLOPE AREAS LESS THAN 4:1 MIN. I'-0" EXIST. FIN. GRADE MIN. 4" THICK TOPSOIL TRANSITION TO EXIST. FIN. GRADE EXISTING GRADE ROUNDED (TOP) NEW SLOPE ROUNDED (TOE) EXISTING GRADE TOP/TOE OF SLOPE EASING SLOP -EA MIN. 5'-0" TRANSITION AREA, ALL EX151TING SLOPE AREAS LESS THAN 4:1 MIN. 1'-0" SEE I PLANS L AREAS EXIST. FIN. SLOPE AWAY GRADE FROM RIVER I I COMPACT J `MIN. 4" THICK TOPSOIL eUBCsRADE TRANSITION TO EXIST. FIN, GRADE SHED ROCK TRAIL � E1ASE COURSE CONC. FTG. AS FER nAnF. INSTRUCTICNe PR E TYPICAL PARK PICNIC TABLE LAYOUT WITH CONCRETE PAVING PLAN NOT TO SCALE SPALLS .-.-.. WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE PAD Reviewed by: ( n' all B Date --- Scale: De®ped by: Date: Wtflln Ml VtiK 1KA1L DRAWN TO SCALE, SCALE MAY BE DIST01(Im FROM REPRODUCTION I / 9 Project Engr.: 110! T. Wall 9/E/99 CITY OF AUBURN, WA i'�j�,{. C9047 at. In r rt�i'f®ri5.�S1JLL�lvJ1.111L.1 These drawings coMorm to the AS NOTED ty�ked by: ✓ c Contractors constructlon records. PUBLIC WORKS DEPARTMENT SITE DETAILS LAND CONTRACT NLTM C. Lewis 9 8 99 - - _ CT9 99 20 o Drawn by: Date: pn� 25 WEST MAIN STREET Appmed by: INCORPORATED P.S. ON R� D. McNeal 9 8 99 lOM-LANDSCAPE ARCHITECTS ,4z5A ZM SINEB'T Construction Section: i s rJAeR AUBURN, WASHINGTON AS DRAVN L� 204-111TH AVENE FAx 4z.4s4.4 RlWisbn 1�® �mu+�--rex FILE: WHITE RIVER TRAIL BELLEWE WA 98004 Web:v .jgm-mc J No. A.C. PAVING TYPICAL A.C. THICKENED EDGE YAV-CUNC-LUUL FINISH GRADE QUARRY SPALLS SMOOTH FACE ROCKERY WALL UNDISTURBED NATIVE SOIL OR CONTROLLED BACKFILL FINISH GRADE 12" MIN. EMBEDMENT COMPACT SUBGRADE 6" PERFORATED PLASTIC DRAINPIPE. SLOPE TO DRAIN AROUND WALL. NOTES: I. ROCKERIES HIGHER THAN 5' SHALL BE CONSTRUCTED OF GRADUATED SIZED ROCKS, 5-MAN TO 2-MAN BOTTOM TO TOP. ROCKERS OF 5' OR LOWER SHALL BE CONSTRUCTED OF 3-MAN TO 2-MAN BOTTOM TO TOP. 2. THE LONG DIMENSION OF ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY. 3. ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN LOWER TIER. 4. CALL FOR INSPECTION PRIOR TO BASE COURSE BEING PLACED. 5. DESIGN VARYING FROM THOSE INDICATED SHALL CARRY A SEAL OF A CIVIL ENGINEER EXPERIENCED IN SOIL MECHANICS. Fi. BACKFILL WITH A MINIMUM OF ONE CUBIC FOOT Or 4"-6" QUARRY SPALL FOR EACH FOOT OF HEIGHT AND LENGTH. ATYPICAL ROCKERY NOT TO SCALE TYPICAL NOT TO SCALE ASPHALT TRAIL TRA5W RECEPTACLE 3'-0" WIDENED A5PNALT TRAIL TRASH RECEPTACLE LAYOUT UTUUIJ ASPHALT TRAIL — TRASH RECEPTACLE 0= BENCH TYP. BENCH W/ TRASH RECEPTACLE LAYOUT NOT TO SCALE TYP. SECTION - NEW CONC. SIDEWALK AT R ST O RNRIL &K 9//• HGPoIE PLYWI'lOD 11 e!•CKAG I V4" X 13/4• X 3K' STEEL LIGLE WELDED 7! HEIM 61 P . Y✓M s M EORLTI OF V 2•X3'X3K' 7{\Ill\\\ STIUCNNIL STEEL I SIGN CONNECTION DETAIL 4' % 4' X 3K' 6l1¢ICN STEEL TSE g TS, PGUDER COATED G R FA lR TIGN ASPI6YT B• DIA 1.'- -I• II --LL. SIDE ELEVATION AXONOMETRIC VIEW INTERPRETIVE SIGN FRAME/POST DETAILS NOTE: ALL SIGNS TO BE INTERNATIONAL SYMBOLS OR TEXT AS INDICATED, WITH DIRECTIONAL ARROWS. NOlEALL STEEL PPIAIR COATED F R FABPoCAiICN • VERIFY FlNISMED SIGN DIMEHSIGNS E6GRE FABRICATAYa eKN iRAF£ I N4'X 1 W4'X 3A6' STEEL XIGLE WELDED MSIDE BKN F E, uYNOLEs M BOTTOM 6 FRd'E 6 6" OL, ]'X3'X 3K• STRICN STEEL TIDE 61 N FRAME 4'X4 X3K• 6TpILTPAL STEEL WEE PoSTS —STEEL LAP W POST @YJ6. TYPICAL SIGN -STEEL ARROW 4oR,5E T AI CAUTION O OR R ROO LEFT RIGHT AHEAD OTHER WOCD GN I • EX 6MG-TRAIL TO 5E z • VF= SIGNS 3 • • • PARK SIGN 5 6 • EQUESTRIAN CAUTION ROAD SIGN • EQUESTRIAN CAUTION ROAD SIGN • S 9 • O • • 11 • • • 3 • 14 • • UNLOAD HORSES IGN SCHEDULE NOTE: VERIFY SIGN LOCATION, TEXT, SYMBOLS, AND ARROW DIRECTION IUIDN ,.o•lo„a....r. T • DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION prowEngr.: 1 i0• Co L Inspec :i ineer These drawings conform to the Contractors construction records. Drawn by: Date: Construction Section: By Chd. Appr. I Revision Cit of .tuaa PUBLIC WORKS DEPARTMENT �alr#nimrai ��_�.,�n - STREET AUBURN, WASHINGTON kale: De®ped by. T. wall AS NOTED Checked by: C. Lewis ONE IN I Nabl ' A3 DRAVVPID. WHITE RIVER TRAIL 9/8/99 I CITY OF AUBURN, WA MISCELLANEOUS DETAIL STA. 0+00 TO STA. 5+00 JGM - LANDSCAPE ARCHITECTS 204. 111TH AVE NE 63 IMMINMIEW1