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HomeMy WebLinkAbout74STR2543f I IIII IIII �i JF CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS AUBURN WASHINGTON IMPROVEMENTS TO 15TH STREET N.E./N.W. STREET IMPROVEMENT NO. 101 - UAB NO. 8-H050) C. M. ST P. d P. R.R. OVERHEAD BEGIN CONSTRUCTION SCHEDULE A I SCHEDULE OF DRAWINGS 11. PLAN & PROFILE 13+01.82 TO 23+00 2. 23+00 TO 38+00 3. 38+00 TO 53+00 4. " 53+00 TO 68+00 15. 68+00 TO 71+98.10 6. PROFILES - HC LINE, JF LINE & FJ LINE i 7. DETAILS 8. SPECIAL MANHOLE & SEWER RELOCATION 9. TRAFFIC SIGNALIZATION AT AUBURN WAY N. 10. It II II 11 II II C. M.ST P & P R.R. OVERHEAD 11. GENERAL PLAN & ELEVATION . PIERS & 3 DETAILS 2 II 14. GIRDER DETAILS 15. DIAPHRAGM DETAILS 16 SLAB DETAILS 17, BRIDGE RAIL & SIDEWALK DETAILS 18. MISCELLANEOUS DETAILS 19. LIGHTING & EMBANKMENT DETAILS B.N.I. OVERHEAD 20. GENERAL PLAN & ELEVATION 21. PIER I DETAILS 11 234 . PIERS2 & 3 DETAILS 24. GIRDER DETAILS 25. DIAPHRAGM DETAILS 26. SLAB DETAILS I 27. II II II 28. BRIDGE RAIL & SIDEWALK DETAILS 29. MISCELLANEOUS DETAILS 30. LIGHTING & EMBANKMENT DETAILS I II NA I HC LINE I I !I 1 ADDENDUM 2 DRAWINGS INCLUDED THIS SET al II it 4p u a B. N. I. OVERHEAD II HC END CONSTRUCTION NE U SCHEDULE A ;I 50 _. 157H STREET N.E� 7iO SCHEDULE B 31. PLAN 7+38 TO 15+80 AUBURN WAY 32. PROFILES 33. ROADWAY SECTIONS a PROFILES 34 LANDSCAPE PLAN SCHEDULE 2, 6 SHEETS C S I'�EET � '+N., SHEET S LEIS BELLEVUE REDEORD • ENGINEERS CONSULTING ENGINEERS WASHINGTON CITY OFFICIALS MAYOR STANLEY P KERSEY -BEGIN CONSTRUCTION SCHEDULE B END CONSTRUCTION SCHEDULE B COUNCILMEN ROBERT KLINE, MAYOR PRO-TEM THEODORE B. NICKSON, STREET COMMITTEE, CHAIRMAN RAY SONNEMANN, STREET COMMITTEE GORDON DARLING, STREET COMMITTEE FRANK SHAUGHNESSY HAYES HOLMAN RICHARD FIEDLER DIRECTOR OF PUBLIC WORKS PAT NEVINS, P.E. AS BUILT BY. ,..-_._..DATE.-22� LEGEND PROPOSED EXISTING PROPOSED EXISTING i ■ ❑ TYPE IV INLET OR TYPE I — s SANITARY SEWER LINE CATCH BASIN 0 MANHOLE w WATER LINE 9T TELEPHONE CONDUIT Do VALVE (BURIED) o WATER METER a1I a5re ROCKERY OR i RIPRAP I o UTILITY POLE BUILDING I � UTILITY POLE ANCHOR — — CONCRETE CURB STREET LIGHT OR LUMINAIRE CONCRETE CURB AND GUTTER H FIRE HYDRANT ---- ----� DITCH, STREAM • o TRAFFIC BUTTON =4 CULVERT t9 ® MONUMENT CONFORM CONFORM LINE TREE RIGHT OF WAY LINE SWAMP j 10 ASPHALT PAVEMENT REMOVAL BASELINE OR CONSTRUCTION LINE m CONC JUNCTION BOX - — CENTERLINE - - PROPERTY LINE NC4 a O z ---------------- EDGE UNPAVED DRIVEWAY I OR STREET EDGE ASPHALT © 23+00(28'LT) CONST TYPE I C.B. CONNECT TO C.B. AT 23+00(28'RT) WITr, 8"x 56' C.M.P. — - EDGE CONCRETE STREET Og 23+00(28'RT) CONST TYPE I C.B. CONNECT TO OR DRIVEWAY OUTFALL AT 23+00(108'RT) WITH 8"x 90' C.M.P. N j — -- - EDGE SHOULDER RIPRAP OUTFACE. 10 21+50(34'LT 8 RT) END 1:50 SHOULDER TAPER. �--�-� RAILROAD II 18+50 TO 19+50(9.5RT TO 6.51RT) INSTALL II PLASTIC x — — x FENCE TRAFFIC BUTTONS — D — D 12 STORM DRAIN LINE 17+50 TO 19+25(LT) INSTALL 17 PLASTIC TRAFFIC BUTTONS D GAS LINE — ELECTRICAL CONDUIT -I MONUMENTS STATION _ OFFSET 19+75 it 30+85.49 P.C. 4 36+00 ¢ 39+57.87 P.T. ¢ 45+64.40 P.C.-- it 52+37.82 P.T. ¢ 54+00 ¢ 63+80 4 71+98.10 - ¢ 27+39.44 ¢ �4-7-11 T.i.. o.e. x.. VIVA,. Chanted e1¢nnnt on n line I __. Pa'Nevins, PE. Director of Public Works I 13 20+90 TO 21+30(5.511-T) INSTALL 5 PLASTIC TRAFFIC BUTTONS AT 10' CENTERS. 14 20+25 TO 20+65(5.5'RT) INSTALL 5 PLASTIC TRAFFIC BUTTONS AT 10' CENTERS. 15 23+00(29'LT 8 RT) BEGIN 1:50 PVMT TAPER. 16 20+35 TO 39+00(LT) CONST WIRE FENCE ALONG R/W I7 19+09 TO 20+43(35'LT & RT) CONST 4 CONC JUNCTION BOXES 8 CONNECT WITH 2" CONDUIT. BEGIN M CONSTRUC 17+50.00 80.02 79.81 I_F'WlS-11EDF CMD-I'N(il \ FFj'RS CO\ I I',' F\C.I\tth- 1<I I I FOUL w.4iHIS0 TOA o = 9o^oo'od' LT R=150' T=150'-- L = 235.62' 6 = 90.0d00"RT. R=150'' — T=150' 9AR 0 0 m OI 18400 (LT 8 RT) BEGIN 1:50 TAPER. O2 19+03(105'RT) TO 17+50(1276RT) CONST DITCH O3 19+91(78'LT) CONST TYPE I C.B. CONNECT TO C.B. AT 19+91(7F'RT) WITH 8"x 156' C.M.P. ® 19+91(78'RT) CONST TYPE I C.B. CONNECT TO OUTFALL AT 20+50(102'RT) WITH 8"x 69' C.M.P. RIPRAP OUTFALL. O5 JF 1+08(RT) CONST 24"x 140' C.M.P. CULVERT WITH D 70 Y___, DATE 0003•O0LPO 79.83 80.09 80.58 F.:.31 K.27 83.35 24.n3 85.51 8b.59 8T.67 88.75 ELE\ EN 18 19 20 21 22 23 CITY OF AUBURN "' rQ .RE°�Horiz.= I"-50''f "^.� O,„b D.S.P 8704 15TH. ST. N.E./NW'1 �'°�Vert I"=10 R.LP 870. _.VALLEY FREEWAY TO AUBURN WAY N -70 13+01.8 TO 23+00C-6912- OI \e"s PLAN 8c PROFILE 1SJW61 tN/ O 25+50 (241LT & RT) END 1:50 PVMT TAPER. O 27+58(75'LT & RT) CONST 36"x 190' C.M.P. WITH CONIC WINGWALL & END SECTION. RIPRAP OUTFALL. 10 29+50(110'RT TO I80'LT) CONST GO"x 290' C.M.P., 12 GAUGE, 3"x I" CORRUGATIONS, ELONGATED WITH 7/16" RIVETS. NO ALU II$)M ALTERNATE. BURY PIPE ENDS WITH - 4' MINIMUM COV R .ND PLUG ENDS WITH EARTH ® 26+55(125'RT) TO 26+46(125'LT) PLUG EXIST 42" GONG PIPE INST L�iPIPE PARALLEL TO CL RAILROAD TRACKS. OS 26+55(125'RT) CONST SPECIAL M.A. OVER EXIST 42" GONG PIPE 20E6+66'25'L I 'I Jv CONNECT TO M.N. AT 27+50(63' RT) WITH 42"x 113' CLASS IV RE I NF CONC PIPE. LE. 50:60 '•.;ice +,E n © 27+50(63'RT) CONST TYPE 1-6 M.H. CONNECT TO M.H. AT_x x 27+50(63'LT) WITH 42"x 126' CLASS IV REINF GONG PIPE. i .>><_ 2A58 95 LT.) 0 27+50(63'LT) CONST TYPE I-6 M.H. CONNECT TO SPECIAL M.H. AT B r LE. 51.2 26+46(125'LT) WITH 42"x 113' CLASS IV REINF GONG PIPE. ® 26+46(125'LT) CONST SPECIAL M.H. OVER EXIST 42" CONC PIPE 1 � x 27+50 63 LT rP F7or i. 1:50 TAPER -- --- gw� 25 ; - S.86024 59 E. 28 r m PAINTED CHANNELIZATION BY OTHERS -1: 50 TAPER 24+00 123 R I7 28+75(t25'LT) CONST 121x321C.W CULVERT IB HC 19+50(26'RT) TO HC 10+96(77'RT) CONST DITCH 19 HC 10+73.22 P.C.(I6'LT) CONST TYPE I C.B. CONNECT TO C.B. AT HC 10+73.22 P.C.0 6'RT) WITH 8"x 32' C.M.P 20 HC 10+73.22 P.C.0151RT) CONST TYPE I C.B. CONNECT TO OUTFALL AT HC 10+90(77'RT) WITH Box 75' C.M.P. RIPRAP OUTFALL. 100 26+00(125'RT.) o SERVICE ROAD r 532 5 I 26+551 5' T (BY OTHERS) L I.E. 50.95, 28 26+00 END PAINTED CHANNELIZATION 29 35+25 TO 36+75(34'LT & RT) CONST 4 GONG JUNCTION BOXES AND CONNECT WITH 2" CONDUIT - 30 29+ 00 TO 44+75(RT) CONST WIRE FENCE ALONG R/W II z P. R.R. IN 7 x _ v m G. .89.55 m Tr -m o +00(105 R ) n BD. 51.5 k % I.E. X8 % % 21 HC 11+31(7061-7) TO HC 10+96(77'RT) CONST 24"x 150 C.M.P. WITH END SECTIONS. (IF ALUMINUM, USE 14 GAUGE). 22 HC 19+25(45'LT) TO HC II+31(70'LT) CONST DITCH 2© 29+50 REGIN PAINTED CHANNELIZATION. ® 30+00(24'L'. & RT.) BEGIN 1:50 PVMT TAPER. 2© 32+50(29'LT. & RT.) END I:50 FVMT TAPER. SUPERELEVATION DIAGRAM HC LINE A =105" 0411" RT. R=150.00' T=19573' L=275.07 S=0.02'/FT. 1 X-X�I O+96(7yRT2 15 TH ST. \ A=17* '09' RT .a4. R=29002900' 34+20 TI 34+60 T=439.52' (5.5'RT.) INSTALL L=872.38' S=0.03%FT. 5 PLASTIC TRAFFIC BUTTONS AT 10' CENTERS. 27 37+40 TO 37+80(5.5'LT) INSTALL 5 PLASTIC TRAFFIC BUTTONS AT 10' CE II 30+15(23.3'LT) CONST TYPE I C B. BONNEC'', TO C.B. AT 30+15(23.3' RT) WITH 8'x46' C.M.P. 12 30+15(23.3'RT) CONST TYPE I C.B. CONNEC) TO OUTFALL AT 30+15(109'RT) WITH 81"x95' M.P. RIPRAP OUTFALL. \� (a 13 29+000 18'RT) TO 35+16(97'RT) CONST M DITCH I® 33+00(28'RT) CONST TYPE I C.B. CONNECT \ TOkOUTFALL AT 33+00(98'RT) WITH 8"x74' \ \ C.M.P.4cRIPRAP OUTFALL. I 28+/5(95'RT) CONST 24"x36' CMP CULVERT. \\ \\ ® MAINTAIN 2" MINIMUM COVER. 1 , I6 HC 1+010(25'RT) TO HC 7+35(704RT) CONST DITCH N P T...+ 73/ I ._..... �.�.. rir_ Now He LINE A= 88= 45' 25" LT. R= 150.00' T= 146.78 L= 232.360 S= 0.WFT. 0 _ . 549 8 I 80 12 �4 CO" __ _ 7 _ ` 70 M of N lO ro - o RD-a- + q..2B'w o > > > Mg m a m c 00 60 ra A$ 6 I � -----------�j ------- 5 I 50 42" Cone. ) �VapPo wn-�E orFF ¢-` S BUILT y s By-r 9�F q�CISTE0.F'� a ' FtSi�nAL E�G� 88.75 89.83 90.91 91.99 93.04 93.85 94.40 94.69 94.72 94,47 93.97 93120 92.2C 91-14 89.89 88.43 86..78 85.10 83. 42 81;74 80.07 78.55 77.35 76.46 75.90 75.66 75.73 76.12 76.83 77.86 79.20 E E ELEV, - - 23 24 25 26 27 28 29 30 31 32 33 34 35 T 36 037 38 _ App o"ed by SC4LF F 0 b� 2 CITY OF AUBURN Horiz:1�50 v °j`""a°A D.S.P. 8-70 34 4 5-25.76 T, RLP RJR Revised Proliesro29+2d,oSte 48+oo LEWIS -REDFORD -ENGINEERS G pT VeHrl'-10' `� �' _� b " a-'2-"' "_p. Delete culverts las�oapnB�uelu' meeuncoi viioR iese�iieee 'R. street, added TO- service Food: IJ TH. S 1. N.E./N.W. } Ti LT' 8-70, 2 R_i2-n - R_R_ Deleted removal36 of a2 e-teF, erect IRoor n Pat Nevins; P.E. 1. tl%al I -11 V , ENWSEERa VALLEY FREEWAY TO AUBURN WAY N. JOB Nlt 23+00 TO 38+00 1 3-3-it R.v. - Changed 10 do to 12 a Inez. for Director of u _-_ Rb.LLevL'f wASN1NOTot IC6912-OI s NALEG Public Works PLAN & PROFILE s/ " -_ s-'o w m i., 4=17=14' 09' RT. R=2900 T=43952' .-- L=872.38 S=0o3/FT 'x x lO 38+30(28'RT) CONST TYPE I C.B. CONNECT TO OUTFALL AT 38+30(98'RT) WITH 8"x 74' C.M.P. RIPRAP OUTFALL. 2O 40+28(26.5'LT) CONST TYPE I C.B. CONNECT TO C.B. AT 40+28(26.5'RT) WITH 8"x53' C.M.P. 30 40+28(26.5'RT) CONST TYPE I C.B. CONNECT TO OUTFALL AT 40+28(108'RT) WITH 8"x86' C.M.P. RIPRAP OUTFALL. 1, 44+69 1 RT: 531+37 BORLINGTON __ )` 1 iNORTHERN INC U n o 1 a a a _ 14 3 o E. 89.40 2 -' I.E. 85.90 -- +00 RT. B.D. 54.0 S 750 00' 29"E HC LINE +6RSQt TY OF AUBURN SHEETS I THRU 4 OF 4 'C'ST NW DATED 1-25-71 768Unsvmmetrical VC Ll =868'I 0o L2=:406 +� _0 a ® 46+54(231LT) CONST TYPE I C.B. CONNECT TO OUTFALL AT 46+54(109'LT) WITH 8"x 95' C.M.P. RIPRAP OUTFALL. O5 71+00(41'LT) TO 45+05(110'LT) CONST DITCH © 71+50(40'RT) TO 45+85(119'RT) CONST DITCH 0 15 TN ST. 0 49+25(24.54LT) CONST TYPE I C.B. CONNECT A-200 18' 27"LT TO OUTFALL AT 49+25(83'LT) WITH 8"x 65' R=1900, 40.2 C.M.P. RIPRAP OUTFALL. T= 340.2E 52+00(60 LT n L=673.42' 0+00 76L. B.Q 57.6 S=0.04'/FT. _ -�- i PAINTED =m 6 794 CHANW ZATION 1 7 o I.E. 7=.44 BY OTT ERS� 8 n L 8 0 99 4BD. D. 56564 B. .4 t ® 52+DO(28'LT) CONST TYPE I C.B. CONNECT TO OUTFALL AT 52+00(57'LT) WITH 8"x 35' C.M.P. RIPRAP OUTFALL. Q 48+50(24'LT & RT) BEGIN 1:50 PVMT TAPER. 10 51+00(29'LT & FIT) ENO 1:50 PVMT TAPER. II 48+00 BEGIN PAINTED CHANNELIZATION. 39+50(29'LT & RT) BEGIN 1:50 PVMT TAPER. 13 42+00(241LT & RT) END 1:50 PVMT TAPER. O4 42+50 END PAINTED CHANNELIZATION. J i I ",I I WWI vl amSUPERELEVATION DIAGRAM SUPERELEVATION DIAGRAM i > n 350' V.C. a: a j 90 00 90 N .F A.2840 ci 00 0 +O 4. 5333 0 0. n m 80 j 80 M 1 0 0 � Y O a m a 1 + n 70 i 70 ° m a n a: 60 -------- 60 50 - - - - 50 G�/,wuPnR�Pa"' AS BUILT Por+fosrce�°��4. BY__ ._ .... ._.DATE. fSS�ONAL E�6 79. 20 80.87 82.85 84.99 87.14 89.26 91.13 92.69 93.94 94.88 95.51 95.85 95.82 95.53 94.98 94. 17 93.09 91.75 90. 14 88.27 86.13 83.87 81.60 79.33 77.07 74.84 72.86 71.19 69 80 68.71 67.72 EL - I ELEV T __...------___ --- -I 38 9 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Ap"'n`i1 L, CITY OF AUBURN "'IE �IWAS, Fo ° t I eaoi 3 LEWIS REDFORD ENGINEERS Hor¢:I"-50+a p - 15TH. ST. N.E./N.W. �� R34 - CoNSI Lrl\G ENW\EER VALLEY FREEWAY TO AUBURN WAY N. JOB `0 2 5-24-71 )"J RLP AJR REVISED PROFILE STA 29*25 TO STA 48+00 Pat Nevins, P.E. � L.P. 70 I 1-26-71 TJ ,RLP ADDED C ST NW - - - ". Director of �� 38+00 TO 53+00 C6912-0I a-��� "- - --- Public Works IIFI I.ET'UL WASHINGTON /C/SA „ ,. PLAN & PROFILE NALE�� 870 ........ lO 54+40(56'LT) TO 53+60(57'LT) CONST 18"x80' CMP © 60+40(28'RT) CONST TYPE I C.B. CONNECT TO OUTFALL II 65+75 (28, RT) CONST TYPE I C.B. CONNECT TO OUTFALL CULVERT AT 60+40(45'RT) WITH 8"x 18' C.M.P. RIPRAP OUTFALL. AT 65+75(45'RT) WITH 8"x 7' C.M.P. RIPRAP OUTFALL. O2 54+40(56'RT) TO 53+60(59'RT) CONST 18"x80' CMP O 64+15(48'LT) TO 63+45(48'LT) CONST l8"x70' CMP 12 53 +50 TO 54+50(341LT & RT) CONST 4 CONIC JUNCTION - CULVERT CULVERT _ BOXES AND CONNECT WITH 2" CONDUIT 3O 57+50(28'LT) CONST TYPE I C.B. CONNECT TO OUTFALL 8O 64+15(47'RT) TO 63+45(47'RT) CONST 181lx70' CMP 13 63 +30 TO 64+30(34'LT & RT) CONST 4 A CONIC JUNCTION AT 57+50(45'LT) WITH 8"x18' CMP, RIPRAP OUTFALL CULVERT BOXES AND CONNECT WITH 2" CONDUIT ® 57+50(28'RT)CONST TYPE I C.B. CONNECT TO OUTFALL AT 14 66+00(34'RT) CONST SIGN 'RIGHT LANE MUST TURN RIGHT' 57+50(45'RT) WITH 8"x 18' C.M.P. RIPRAP OUTFALL. (BY OTHERS) d 5O 60+g0(28'LT)CONST TYPE I C.B. CONNECT TO OUTFACE 10 AT 65+75(28'LT) CONST TYPE I C.B. CONNECT TO OUTFALL AT 65+75(45'LT) WITH 8'xl7' CMP. RIPRAP OUTFALL. 60+g0(44'LT) WITH 8"06' CMP, RIPRAP OUTFALL 7 I 6E. 66.54 a I I.E. 581 j I I I.E. 583 `+ 47 UIL LE61. LE. 61.2 + 9 68+ ' L RD. 58.8 RD. 59.4 B.D 60.0 60 6016 RD 61.8 RD 62.4 1 w I8 ___ _ 3 ___ ___ 5 I.E.61.14 . _ _ IB _ 1 q E __ ____________ _____ E _IO ro o/w m w 55 OF PAINTED CHANNELIZATION-BY OTHERS s� S. 89029'17"E. " 63+80 N� W N W W 4 2 - - - - - - - - - - - - - - _ _ _ - _ _ - _ _ - - _ _ _ - _ - _ _ -__ -- - IB"-- m -- 6 4 56+0053�RT GE. 58+00(5�RT) 60+00(47•RT 62+00(471RT. I 13 66+00(48 RT 68+0047 T. r B.0. I.E. 61.66 B.0. 59.4 . 6 LE. 60.64 B.0. 6 .6 ., I.E. 61.0 I.E.61.2 LE 63.04 B.D I. B.D. I.E.58.1 I.E. 583 I 2 \ 54 8 ( 522, 22 2% 2 0 CRUSHED SURFACING TOP COURSE, 2" I MIN. COMPACTED DEPTH. 1-1/2" ASPH. CONIC. PVMT, CLASS B. 2-1/211 ASPH. CONIC. PVMT., CLASS E. 4" ASPH. TREATED BASE TYPICAL SECTION INTERSECTING STREETS AT STA. 54+00 B, 63+80 i 200, V.C. 350' VC 200, vc. > >; 80 A: a m a o a a 0 80 °N v o 8 0 0vi o 0 r + t0 0f0 + + + tO 0w A 70 70 -0.4117 % +0.5000M 60 -.- ---�- 60 50 50 P0.� L PER �F W„�oF�i� Ev n s R BUILT '"1 A�f RFQISTEFEO By .............._DATE......:....-. \ram ss/ONpL ECG 67.92 67.42 67.. 18 66.97 66.76 66.56 66.35 66.15 65.94 65.74 65.53 65.32 65.12 64.91 64.76 64.73 64.81 65.00 65.25. 65.50 65.75 66.00 66.25 66.50 66.75 67.00 67.25 67.50 67.75 68. DO 68.18 ELEV E LE . 53 54 55 56 57 58 59 60 61 62 63 64 65 66 7 68 Approved e, CITY OF - AUBURN �( iLt D -----r--- .4 8-70�LEWIS REDFORD ENGINEERS Horiz.'I"-50'D.S.P Verr.:1%10' ` R.LP. 8-70�(ONsl 34 15TH ST. N.E./N.W. L�1� P.E. I LIN(, ENGINEERS VALLEY FREEWAY TO AUBURN WAY N. )0B NoDloreMori of 53+00 TO 68+00C6912-OIPublic Works atJ.I,Fvr:L unsHLvcro` PLAN & PROFILE 8=70 ______ lO 68+50(6'RT) BEGIN 120' REVERSE CURVE O 69+93(5.5'RT)TO 70+33(5.5'RT)INSTALL 5 PLASTIC TRAFFIC BUTTONS AT 10' CENTERS. 0 71+38 (2811-T) CONST TYPE I C.B. CONNECT TO M.H. AT 71+8000 WITH 8"x 50' CONC PIPE. CLASS C BEDDING, TRENCH EX. B. ® 71+38 (281RT) CONST TYPE I C.B. CONNECT TO M.H. AT 71+80(1) WITH 8"a 50' CONIC PIPE. CLASS C BEDDING, TRENCH EX. B. Q 71+80(�) CONST TYPE 1-5 M.H. CONNECT TO EXIST 18" STORM SEWER. © 71+60(6'LT 8 RT) END PAINTED CHANNELIZATION. a J_. 70 101 50 PAINTED (9'17"E.0'a a ie _IZATION_IZATION-BY OTHERS 0 Bawl Drive 68 A8 68.20 68.08 67. 81 67.47 67.13 66.70 66.44 ELEV. 1-7-72 K M I W M R H B, REVISED CURB RETURNS TB 32'. RELOCATED CATCH BASINS. AN � H ST. N.E. y9 9� �j 71+9B10\15T STD 10+00.00 AUBU 66.80 \ I I.E.62.0 Iel)� \\ I�E.64.018 ) Cone. Potl \\ `Cone Fuel Corer n T2 Approved by Pc�` Nevins, P.E. Director of Public Works EMBANKMENT MATERIAL SETTLEMENT DETECTOR PLACEMENT DETAIL N) scnLF 3" MIN' BENTONITE PLUG — 'BVATIHE ENGINEERED TUBE BUNDLES — — ,MININN 1o+r O O O WITH SAND SEC A -A TYPICAL TRENCH TUBING INSTALLATION CITY OF AUBURN Horiz.' 1"=5( LEWIS-REDFORD -ENGINEERS 15TH ST. N.E./N.W. Vert.,1%10' consr;rna ENGINEER`; VALLEY FREEWAY TO AUBURN WAY N.I JOB N0 68+00 TO 71+98.10 C6912-01 RF.LLr+cF wasHlNr:TON 1 PLAN & PROFILE 7y TR pgW L pp4 EG uE wnsgaconw� A '= AS BUILT P�.e'�ecrsreas'O ta�`� fSSipN L EIS'\ II1 _.... ...DATE ..`�, /J __ EEEEbb��i�,, wa.°pO ^ p U 1. D.S.P. ,,..--_ _ 5 8-70, Q� 4r.1 M1 - 4 Rl P 8-70 �C/:: $.70 F, le No. TO S'riQNAI EN�N _ ao A I 90 +a m� 00 o� ++r ON OMti 'nn + m 200 V.C. n>. (3wO n o 80 80 > O M a o 0 o rep Up M ; ' 70 Z a 60p0°+' J .... O > k O N H r - > a O M > a 60 . o �- 0 20d VC. ----o.assa% 60 _ z o .... w�� - - 50 50 - - - 40 40 _ HC LINE rL 09 55.13 55.60 56.06 56,53 56,99 57.46 57. 92 58.39 59. 17 60;59 62•. 64 65.32- 68.32 71.03 73. 16 74.71 75.68 76..36 - 75.73 73.61 71 .27 6872 66'.37 64.40 62; 81 61_61 60.78 60.34 60 - EL_ 4IELEV _ 0 1 2 3 4- 5 ---- 6_ --- 7 8 9 10 - I I 12 13 14 15 w F w Ir w I� 0 10 w y w rrjy z r li p O '0 F.+}n 0 9 ZOtn +Om ZQh Om - W++ (DO MC m mod . -z,0000% 2.0000%[Do, V.C. 8 _loc VC. ui IfF I 710 `>00j4 o O m O m uqi M 0 /q o s O O n Zia 7 111 f70_ UN.K 00 OM +L6 +� QBI U�M F =gym M0 +0 7n Ff ti _ OF=M O+iO _ f Z > > Z>to W. a i a 00 h a a wai0 .: 6. i 60-0.4994% Z+a \` -- 9 -0.5000% w -0.500 - -- - ---- 50 - - 040 HC LINE FJ LINE JF LINE ASBUILT/��4O BY__.�^ ........__DATE._5_/. JL _ l/ ELEV. 6009 59.84 59.59 59.34 59.09 58.84 58 59 58,34 58.09 57.84 8t:'6 80.08 76,58 73.08 69.58 66.08 6M8 MOB 56,39 55.33 55-OB 81.76 80.08 76.58 73.08 69.58 66.08 62-58 59.08 56.39 55.33 -- -- - _ _ -- - __ _ 5 0 I 2 3 4 15 16 17 18 19 0 1 2 3 4 Approved by: 1 CITY OF AUBURN SCALE: vFi'aF wAcy�FO D wVVLL $7O st `e' Ver¢I"=10'' Q a oP0 Checked b - ,- 3 LEWIS-REDFORD-ENGINEERS 15TH, ST. N.E./N.W. vertl"=lo' R P 8-70 - 2 5-25-71 TJ RLP AJR REVISED HC PROFILE Pat Nevins, .E.• CONSULTING ENGINEERS VALLEY FREEWAY TO AUBURN WAY N. 7oe n°. �r"dctsrEaE�+`y MZQ EJe N"- I 1-26-71 _TJ .RLP , REVISED HC PROFILE _.-. _ _. _._ _ _. _._- Director of Bh:L LEVCE WASHINCTCN C6912-01 JS/ONAL F-aG 670 __-`-Public Works PROFILES Ne le (t 1. 1" - PLAN 36 SECTION PROPOSED HEADWALL STA. 27+58 (75'RT.) ROADWAY FILL 21 DESIREABLE M:4.11 iIi'L rw : aTlNi. TYPICAL DITCH SECTION CONSTRUCT BERM AS NECESSARY TO MAINTAIN 2 FT. MIN. COVER n q i END USE CURB B GUTTER BOTH SIDES STA.19+75 TYPICAL PIPE COVERING VICINITY OF MILWAUKEE R.R. PAYMENT: INCIDENTAL TO JOB, A TYPE 3 ANCHOR X A . BRIDGE WINGWALL BORROW DIRECTION OF TRAVEL 51/2 I11 R 3/4° BATTER I R 1/2 R GUARDRAIL PLACEMENT DETAIL PAYMENT: SINGLE BEAM GUARDRAIL PER LIN. FT TYPE 3 ANCHOR, PER EACH. VARIES 821 TO 6Y STA, 17+50 TO 21+50 (AS SHOWN ON PLANS) CONSTANT 681 21+50 TO END OF JOB rL I-I/2' ASPHALT CONIC. PAVEMENT, CLASS B 2-1/2' ASPHALT GONG. PAVEMENT, CLASS E 411 ASPHALT TREATED BASE CEMENT CONCRETE CURB AND GUTTER,TYPE A CRUSHED SURFACING, TOP COURSE 2' MIN. COMPACTED DEPTH I f R 2-1 _ BATTER � IR B B (MATCH BRIDGE CURB) (MATCH STD. CURB a GUTTER, TYPE A ) SEC. A -A SEC. B-8 CEMENT CONCRETE CURB & GUTTER TRANSITION PAYMENTCEMENT CONCRETE CURB R GUTTER TRANSITION PER LIN. FT TYPICAL ROADWAY SECTION 15TH STREET NE/NW 9E OR AS DIRECTED BY THE ENGINEER (L NOTE: �ry USE SHOULDER SECTION ONLY SIDES STA. 17+50 TO 19+75 * 1-3/4:1 STA. 29+25 TO STA. 43+50 ASPHALT CONCRETE PAVEMENT, CLASS B CRUSHED SURFACING, TOP COURSE TYPICAL ROADWAY SECTION* HC LINE, JF LINE 8 FJ LINE ' 2" CSTC ONLY-HC 10+73 TO HC 18+52.60 * EARTHWORK ONLY ON JF LINE I SURCHARGE LIMITS FROM TO DEPTH 17+50 26+00 5' 26+80 27 400 15' 3I 0+30 42+50 S' SPECIAL RIPRAP \\ % P TYPICAL SURCHARGE SECTION 43+30 43+50 15' MAINLINE ONLY 46+00 46_+70 15 AS BUILT y - RIPRAP OUTFACE FOR ROADWAY DRAINS 47+50 71 +70 NONE PAYMENT: SPECIAL RIPRAP PER TON. BY._..._'.....L�M.._.__...DATE ... .f ONALE 1 Arrrnvd 1.. .... ENTSn l ,ar ..... I_.IS REDFORD-ENGINEERS I CITY OF AUBURN NONE ��$°fW> 00o n n 3 .6-6-7 DSP JTO ,J70 - EVISED.,THSTCL )CAL R ADWA Pat Nevins, PE COSSI I. II�r, E�GINFI'R� , ')VALLEYS RE1EWATTO EB RN WAY N. JOB hO I 90 PF,` oo� I DS,P 8 o'., 34_.- 2 _5-26-71 TJ RLP AJR ,REVISED HC, ST TYPICAL ROADWAY SECTION R.L.P L 26-71 TJ RLP- REVISED HC, JF8_ FJ LINE T•PI CAL ROADWAY SECTION Director of ` F• Ian. H. ..: "r w Public Works Pr 1I EelP Ml SHINGT04 C6912-01 Ff NA —_— I DETAILS Rat c� a-701 55 50 Existing 42" TYPICAL ALL WALLSI! # 5 0 1Y EACH WAY. 5%5-0" 1RS AT 'S OVERLAP- O HIRERS A 'E PLAN VIEW SPECIAL MANHOLE 26+55 (125' RT.) 26+46 (125' LTA SCALE 11.=2-0 PAYMENT! SPECIAL MANHOLE, PER EACH SANITARY FEWER RELOCATION SECTION AA PIPE i BRIDGE APPROACH FILL I� - c-�Y--+I 1.75 70- CULVERT 36°CIA P 60 p pN� Existing Groin SANITARY SEWER - RELOCATION � _ � _...r?Q._. LE .8 LE -_- -4Q_ AS BUILT BY_.__�i�-,u .'..... DATES•/-7�_, SECTION ALONG PROFILE __ ---- -- 27+00 Appro,ed h% CITY OF AUBURN I LEWIS -REDFORD -ENGINEERS NONE 15TH. ST. N.E./N.W. Pat Nevin P.E. COS*1 I I1,AG EXGI NF•a:RS Director of VALLEY FREEWAY TO AUBURN WAY N. Public Works Nt11.F�1:k WkSHiNGrf� SPECIAL M.H. & SEWER RELOC. c6e12-01 BRIDGE PIER NO. 2 70 yf wgygN Oy D.S.P. 8-70 oso R.L_�, . 8-70� GISTEµf- ORAL ENS 8-70 Eel 50 LL CONSTRUCTION NOTES IINSTALL 9'X 4' DIAMOND PATTERN LOOP DETECTOR. PLACE CONDUCTOR UI PAVEMENT. 2' INSTALL CONC JUNCTION BOX TYPE I. 3 INSTALL COMBINED SIGNAL POLE WITH 34' MAST ARM, 3 SIGNAL HEADS. 4; INSTALL COMBINED SIGNAL POLE WITH 31' MAST ARM, 3 SIGNAL HEADS. 5� INSTALL COMBINED SIGNAL POLE WITH 32' MAST ARM, 2 SIGNAL HEADS. 6J INSTALL COMBINED SIGNAL POLE WITH 32' MAST ARM, 2 SIGNAL HEADS. HEAD NO. 4 TO BE INSTALLED IN THE FUTURE. 7) INSTALL CONTROLLER CABINET, CONTROL EQUIPMENT, & LOOP DETECTOR AMPLIFIERS (SEE SPECIFICATIONS). 8) INSTALL SERVICE CONNECTION. O FUTURE INSTALLATION OF 10' PED POLE WITH TWO FED HEADS, BY OTHERS. [RING SCHEDULE 2 414 TWISTED PAIR. P CONDUIT 2 - 2 CONDUCTOR (SHIELDED) 1 -1/4" CONDUIT 3 - 2 CONDUCTOR (SHIELDED). AERIAL MAST ARM 4 #12. AERIAL MAST ARM 8 #12 1-1/2" CONDUIT 8 #12 (SIGNALS), 6 #12 (PED SIGNALS) 1-1/2" CONDUIT 8 #12 (SIGNALS), 6 #12 (PED SIGNALS), 2 - 2 CONDUCTOR (SHIELDED) 2-1/2" CONDUIT 16 #12 (SIGNALS), 6 #12 (PED SIGNALS), 3 - 2 CONDUCTOR (SHIELDED) 1-1/2" CONDUIT 8 #12 (SIGNALS), 6 #12 (PED SIGNALS), 3 - 2 CONDUCTOR (SHIELDED) 1-1/2" CONDUIT 8 #12 (SIGNALS), 6 #12 (PED SIGNALS), 6 - 2 CONDUCTOR (SHIELDED) 2-1/2" CONDUIT 16 #12 (SIGNALS), 6 #12 (PED SIGNALS), 5 - 2 CONDUCTOR (SHIELDED) 2-1/2" CONDUI T 16 #12 (SIGNALS), 6 #12 (PED SIGNALS), 6 - 2 CONDUCTOR (SHIELDED) I" CONDUIT 2 # 6 SERVICE. 1-1/2" CONDUIT 2 #8 (ILLUMINATION) 1-1/4" CONDUIT 2 #8 (ILLUMINATION) 2" CONDUIT 20 #12. 11/4" CONDUIT WITH PULL WIRE, C6 #12 (FUTURE)] 1-1/2" CONDUIT WITH PULL WIRE, C9 #12 (FUTURE)] 1-1/4" CONDUIT 8 #12 I 1-12-72 M W- M W R N B REVISID CURB RETURNS, SIGNAL A)8 ILLUMINATION WIRE LAYOUT. GENERAL NOTES I. EXACT LOCATION OF SIGNAL POLES, JUNCTION BOXES, CONTROL CABINETS, CONDUIT RUNS, ETC., TO BE STAKED IN THE FIELD BY THE ENGINEER. 2. TUNNEL VISORS REWIRED ON ALL SIGNAL HEADS EXCEPT AS FOLLOWS: VISORS PLUS 3" CUT-OFF LOUVERS REQUIRED ON SIGNAL HEADS I, 4, RED & AMBER SECTIONS ONLY. 3. SPLICES SHALL NOT BE MADE EXCEPT LOOP DETECTOR WIRES CONC JUNCTION BOXES (SEE SPECIFICATIONS) 4. ALL SIGNAL POLES SHALL BE TYPE II CONFORMING TO WSHO STANDARD PLAN J-21D. 5. ALL SIGNAL HEADS SHALL BE TYPE L MOUNTING CONFORMING TO NSHO STANDARD PLAN J-21C. 6. GREEN ARROW SECTION ON HEAD 3 TO BE REPLACED BY GREEN BALL SECTION IN THE FUTURE BY OTHERS. 7. LUMINAIRES SHALL BE 400 WATT MERCURY VAPOR. 8. BACK PLATES REQUIRED ON HEADS I THRU 6. 9. CONTROLLER SHALL BE INITIAL 3 PHASE EXPANDABLE TO 4 PHASE (FUTURE). SIGNAL SEQUENCE CHART Ae P%3 +OOAT1 0A1 +aF0 7I t0BT2 1, +0 Bp 0F T CHANGET TO CATLCHANGE 1 T1 0 IN N�0 �B IL {L z3 @0—B v ., mi W ++ ++ x ',. m� a s a s q es ea GIA A I R RR 1 R R R- , I R R R 2 G A A R R R R R R it R R 3 A A + A R R R R 4 R 4 i A R 4 4 -- .4 , 4 R R 5 G A A_ R R R RR R _ _R R R 6 G A A ,. R R R .. _ R R R RR R LL_ �.. AA R.R.R._ _ _ .. _ R R AA a RRR- R..RR� G,A A Al A 9 R R R R R R _ G µ A A _ R R IG R R R -o- A A R R R I I R R R R R R G A A- A A 12 , R R R r UTI -R R R.,_ G A A _ -___ A. c A, U6 13 14 a i.a _ GW UW ow„w •^a 5a Da 15 U.,- y tn. _ - w 16 �a BJ 7 e IG ; U - Ja 19 a urvr Gry �rv� Dx Ca Ca ., 20 DW C v i. L A.__ __111� L_JIIL ITT 1ITT F_ A""r,wrd Urn Pat Nevins, P.E. Director of Public Works i 0AT1 DET I 0Aj DE^^T2 I L' OAI DET 0 B2 DET 12 m 0 Bp DET 11 ' I 018p IDET Il I� 12r O 12'* O @ • �� De:ENERGIZE O O O Z FDW: 12 FLASHING, G 12 DONT WALK QI � 3 HEADS I, 2. 5, 6, 81 HEADS 7 d 10 HEAD 3 z 9,11v12a4 I m Q I I I.ENN71S -REDFORD-ENGINEERS (-0.%I]11ING ENGINEER Rk i. Lt:V.I WASIIIN( ION �V \ ATp DET 4 A �� J2o* 2 I -0 A2 DET IIA OBI DIETS V.0IB1 DET9 I I CITY OF AUBURN ALF 15TH ST. N.E./N.W. None VALLEY FREEWAY TO AUBURN WAY N. JOB NO INTERSECTION 15TH. ST. AND AUBURN WAY N. C6912-0I TRAFFIC SIGNAUZATION i 0 A2 DET 5%,. r ®rS10NAL !AS BUILT xis `�" BY._. .DATES�/-7 L ...._._. °� J.F.Ef 11-70' _ 3q y A2" oO ChrrkM.W li- �� ? ;irr°ii9� a/11_xi F1 No. FIELD TERMINAL BOARD OAT DET. I OAI DEL 2 sA1 DET.3 JUNCTION BOX JUNCTION BOX JUNCTION BOX JUNCTION BOX OB2 OB2 DET.12 DET.II N N Q tO r o a o a oW Q 6 W IJi B 9 B S 9 9 A B b OBT2 DET. 10 0 JUNCTION BOX M N b M b Of = N z Q K K a: VI M F OU £ U O Qpb OF U UU W W W W F w o O O O w w w o o U _ a e a a a a a a a Z O a M y W o a auS a I I I I kR 207 R R 207 R r-R-1 21� jSIGNAL I Y 208 A Y208 A -A--21 I_-1APOLE IG 209 G 209 G �-G-y 212H1-~G SIGNAL POLE 0A2 0A2 OAT2 III- -�I HEAO 6 HEAD 5 HEAD 4 (FUTURE) II I I ILIII IILI ___I- 1603Z OJ R]F_5,rrr II L_- I=IO_NTJ �_Gj604t I G_0{*IWALKI -W�0 -i-r--t1Wr-~ Y tZJX- _ -L-Li-L_J -_ __ -- --_I G OAI PED HEAD 17 081 PED. HEAD 16 i-R=1_rT 601T NT 605 �i �ON�r� -Gy02 }IWALKI I--G606+IWALKI OBTI _ILL r- F-- -I r-3r-HEAD 7 fZ ZL_J 10A1 PED. HEAD 13 1081 PED. HEAD IS _J 082 082 OBT2 HEAD 12 HEAD II HEAD 10 OBTI JET.7 m a 0 m r m a i w m a m; JUNCTION BOX FDONTZ a- r603R- F--i-J60_71-R-� _ IWALKI i-i 604 G-� (WALK I4-16so_6,-G-7 r--n rI r-_ 1_F— L j L_—Lj--L. W-1 L_J>-L�4._I W- I I OA1 OBI PED. HEAD 18 1 PED. HEAD 20 I L_____________L____ sm OBI HEAD 9 06I DET.9 o m AM m m m m m m m m� m m j m m� m m A 3 3 3 3: 3 3 3 3& a rmr 'o rc u gat i> � 'it JUNCTION BOX JUNCTION BOX OAT2 DET. 4 E-----I SIGNAL POLE ; � -Z,rr:�_R-Go7r- rGoNr It--R�6011oN 1 _-_ rr-G60BFIAI L-GL602rTIWALI CLL—W .JWa --_-iL__rL_ �I OBI PED. HEAD 19 OAI PED. HEAD 14 Ij JUNCTION BOX SIGNAL POLE JUNCTION BOX JUNCTION BOX OAI 0AI HEAD 3 HEAD 2 ON BOX OA2 DET. 6 OA2 DET. 5 0AI HEAD I T J BUILT CITY OF AUBURN N1e ��o`Fo IC .—._.__ ...___—. ____ one D.S.P.8-70 i REDFORD ENGINEERS ---_-_- - � =34 15TH. ST. N.E./N.W. _ h _ D c RLP. S-TC. - 'Pat Nevins, P.E. `� cnNsl�l:rTxr; ENGINEERS '.VALLEY FREEWAY TO AUBURN WAY N. Ifm " P "�. a W I 1-7-72 MW ,.MW Hook u It. detector east le Chan a some d Signal Wiri Director of INTERSECTION 15TH ST. AND AUBURN WAY N. �clsTEn¢ �. II-7O v e x . E_ TRAFFIC SIGNALIZATION a ALEa li_zo Public Works C6912-OI s G� CFinish Toe of Slope Relocated 41" Cone Sewer" Ox Sheet Z of Roafway Plans fa! Details) I I -Topol&. oe Bee SECTION 12 T2IN. R.4 E. W. M. P 4 P. R R. R/W Gks/ Able M/ I I ; I l!t5n6.NW. 56614'590E r75:/ I I I I I I I I .:-7oP of She ¢ Pier l I tk✓a f Pier 2 " q Biale> =l" 67=d h n y Proposed R/ C Puget Paver Transmission Lin�9 FLget Poorer Lines 42�Cax. ,Sevin � /o be Reonved 9 Rnlsh be 0 Sky>e „ 0 5 _- 4 �° W Proposed R/!v 1 1600% -Z0,,70% it Pier / Sta 27*01.73 9 P/erg Sta. i-1 Proposed te1W lw5h Toe of Skye 1I /y —1SCM0.PeP.RRR/W / ITS kJ;i&A E /5651 NW. Std ) 1649.73= Min. Vert t± I}1{ Trolky 5a port . -. Line future Tracks PLAN 6cale:1`20' I el,0111g idow. (See Sheet /9 for ZghtIN OeldNs) Sold Wall s `j Per (Typ.) Lr Exlst Track a° �otA C4rz.S/ope Prorectirn `- See Detail Sheet/B Pro" /5=0" /5=0" E/ev467B --- --- Clr Sr �,E/e✓48.36 C/f. r Cg Future Tracks/ r u n7 55 Ton Precast Cax/e/e Piles '' I' �L ELEVATION 55Too Precas/ Scale: /"•87 Concrete Piles U. 5. C e 65. Note: Grade eleval/ons are f/n/sbef grades abW 9 /5 ° SL NW. and ore equa/ to profile grade. kpproved by Pot Nevins, PE. Director of Public NM 59'6" Joins Pagel Fbwei Bell Telephone Line Toe afS/ape 73 1 Rer 4 S/a. Z9tZ5 Z3 Zt Car Slope Prolect/m See Detail Sheet /B `Exis/inq 61cwnd See Sbeet l3 fcr AnNcfpalef Pile Tip Eleva/icuu. I Y"J >I 3� W WI ai I I $I Y 3 R1 � m ;i L AT -ION LY OVERHEAD R+xST.NE. 9 i I 9n N.E 'v4 LOCATION MAP Scale: I"• 2000' ESTIMATED QUANTITIES ITEM UNIT QUANTITY l 5tructure Excavation C.Y. 640 2 6ravel Backfill for Walls C.Y. 150 3 Furnish aid Drive_Te_5t PYes EA. Z 4 Farw6bandDrive Pf/e5 L.F ZZ40 5 Class B"Concrete in 3abshvetare C.Y, 270 6 Class "Ax"Concrele/a.Srbshuc C.Y 420 7 Rebrforri Sfer/in,5ibstruciure L.B. 102,400 d 5aper3iructure L.S. 9 Concreie 5w Protecdron 5.Y 900 I0 117SM1/ Nan ers &16 eOafer A&;7 L S. l/ 1175tall 635 Mafi/ L.5. 2 ln5fa/ Te%phone &Vu/6 L.5. d3 Bank Run 6ravel Arioded in How ff&j 0yo 71111e.5 65 60 55 South RAILWAY PROFILE As Sarveyed September, l%9 I.ENA'IS- RED FORD -ENGINEERS CONS[ I.T1N(i ENGINEERS NEL LEVLE W.A SH I %(i'T(1u 0474. l0 65 60 55 North H" CCYAYU/I tbr Slmel L0/17y 22L0" Water Main 15P5t NW 2-4051urts kr Bel/ Telephone � Series l00 Resfremed Girders 7 Spaces m 7L4" = 5I L 4" TYPICAL SECTION 5cale : a t /LO# GENERAL NOT -/A CQ9da/l for 51feet Lgbtirq SPECIFICATIONS : Des/gn criteria are based an 1%5 Standard SpeaYcatiws fa Nighwau Bridges, American Asocial/on ar,SHre Highway 0llMia/s, ruilh interim specihcafims as they govern. A// material and workmanship shall be in acwdance with the requirements of the State of Wash)ngton, Department of Highways, Standard Spec/heat/ons for Road and Bridge Coaslmchon, 1969 Edi11m. WRIN65: The subsoil data and interprebims do not farm a p vt c✓ this contract, and are available b the bidders for /heir information only. LOAD/NC: Dead Load- Concrete • 160 lbs. per cu f . Future Wearlaq Surface • 20 lbs. per sq ft.. Utilities • 225 lbs. per lin. A of brtdge Live load -N520-44 or Iva ?4xAxles a 4'00cfrs. RVAIFORC11116: Bar reinforcement shall be deformed type, in accordance with A5TM A6/5-68, grade 40, unless otherwise noted Lapped splices, unless otherwise noted, shall be a minimum of 35 bar diamelers. DE516N UNIT 5TRESSE5 : Reinforcing S/ee/ (Inkr/nedlale grade) to = 16, 000 psi compreskn /n columns rs : X,,000 psi lensicn Concrete - Class B" 0 z 3000 psi i fc ° IWO psi Class o 9 = 4000 psi; fc = 1600 psi Concrete /n precast prestressed beams sbal/ be 6000 psi 01 26 days. Concrete strength at release shall be 5500 psi minimum, unless olhenaise noted CONCRETE COVER: Top of roadway slab and a// other locations not noted - /z " Bottom of roadway slab - /" /n W8115 - 2" unless otherwise 6haan Concrete poured against earth - 3" SKEW AAQE: No skew angle RE/NFORCIN6 BAR IDENTIFICATION: Reinforcement shall be detailed according to the A.C.I. Manual of Detailing Pacl/ce. Bars are marked Mus: F501 "—bar number (lest /wo digils) bar size bar rocahon (F• foo//rg , D • deck, etc.) FORTLAND CEMENT CONCRETE: All concrele in p/ers / and 4 and Re/ings of Piees 2dod.3 shall be class B" mix. All other cdsl-fn-,nbcc concrete shall be class W'mix. CITY OF AUBURN CALF � p{ WASq 15 TH, ST. N.E./N, , As Shown C.M. ST. P. Ek P R.R. OVERHEAD 30N "' GFNFRAI PI AI\I ANn F1 F\/A71OIV C6912-02 e°F�s,c�F PJ N.� 3 70 1 h ked by 34 sI—M. _ 7-70 ADDru. rA �. f Center Standard Dale Numerals j 60 f50/ p 6" (Bohan of footing) J, fl. A967 Per L 2=0" `- -(A� Date Pare/)) on !na/de Fxe £L 954/ Pier 4 7 T of Wi1q Wi/l on 17l0t of Ap 30 f4w B12'(bp of faoling) E roach/g Jre/tic on Each EL 95.65 Pier l End of Bridge.(seerapsLekr)1E195.59 Piero r-► p I D E B•idge C Roadwag (SynNn. A6I f Rdwy) 24=0' Pavermrd Sea! 3 49 A407e 6 bpk 'a i 4D 2=0" I" Girder 6631 Level (Zip.) 7-fS% Gl vue/5 v 'V 0 I I I Girder I Girder I Girder I birder I 7`4' 7`4' HALF PLAN — PIERS I t 4 scale: 3 /10" e R. 9417 Pier 1 elfol HaWa/l P/91.11Pler4elFol?/a-Wall OLl°> A l—l-AMEE r I^ i/-A406 42-A402 Qp s h a iI6a51kW ItIZ7a73PAY) Y /5061NW. t% 29t23.13/Bv4 ¢ &idye 4 Roadway (I.I Abl If Rdwy.) EL 9i7/ Pier / mlFol Fie -Wad f/ 9165 Pier 44l. Fo/ P/o- Wa// ,A C FSOI 125-F405 E.F e 20 A409 (,pace w/Jh 4509/ .i0-F4n7 e 1101II n) HALF ELEVATION — PIERS I E 4 5Ca/e: e'" 1' 0" Looking Back on 5%oonI Per 14 Lookirdg Aheod on %lid- - Pier 4 Acn.... .e w Pet Nevins PE. Director of Public Works UMMAW ELCt?J2 A506 Consl. dt w/th /I xY continuars 6hear key A404 - M05- Pier 1 ' S0" rT Pier 4 f Fm1/rq WING WALL ELEVATION D—D 50kes,M, Scale : I ; /I ace of W/rg Wall v Chamfer% lT40 of Wing Wall e Premolded Joint LA # 05"*` Filler (TUP) ?- E4o3n5/01? doin/ Delal/ dboel/5 A404 CmI dL with 2- 117zr" Conluwcvls 5/667 kegs 9-f503 e/t Bo/ram 4%Y 1 43" SECTION A -A 5cale:1"2110" For bcaliat of berm 1A3rkQd A62, see Section E-f WING WALL— REINFORCEMENT DETAIL Scale: g"-1=0" Same for Piers l and 4 - W6/7e9'L�- \ / milk W609 AM 6rmve Fcrme�J / #1414 by Be✓eled 2x4— SECTION B-B Sra/e:o'-/I A501, 002 4111 9 Girder '6 B3rs @9" W111"I I�-CA612(Lao ialI �4B&�P9" A501,A402,A404fA603- '4Bars@9" Begin milk Bar maresl face of 1%II /a/ and cavlime Lap w/fb SECTION E—E every other Bar) Scale: P /'0" NOTES All exposed corners of 90" or sharper are to be fllleted with a d°' dressed add beveled strip. Reinfolcirg /s to be secure/y wired in p0ce belbm Cowlele is palren. An/mum clear d/stance f m face of crxxrele b near reinf0lC/179 bur /s tb be II unless ol//er-II shown. Bridge contractor is /o bac/d1// arourdd end p/ers to subgrade and berm elevalion wilh gra✓el Axll // as shown co sheet/& For bearing wand grout P-5e one7di/s II sheet/5. 5el oinlers to place prior to pawing girder slops. ET indicates each face, IF indicates II face. AS Q U p LT or & indicates outerfaee. Supply arn9 casting date rmrr>Pra/s s/a3// be cauidercd (� iucidevoa/ b /he lob. K-..--1.itNSEL—_. enre S�i->d j CITY OF AUBURN SCALE LEWIS REDhORD ENGI; EERS 1 15 TH" ST. N,E/N,W. AS Shown Lu :lac F:�rn �eex` j C.M. ST. P. 8& P. R.R. OVERHEAD 1D" hO PIERS I & 4 DETAILS C6912-02 a R%CE G. q F a aZ v� OSTERE� AL Drawn EN�� D„ i2 PJ_N. 4-70 ti w'd IN34 SLIM. 7-70 23 c PIER 2 E5 ELEVAI ION ,kale:a'•l'0" I n n h a ? Test Plle P503 -:. .-. .-. ,-. va h i I0- T, Ilm LAYOUT PIERS 21t3 Scale:a`''/10" 1PPTIIIy M1v Pat Nevins PE. Director of Public Works 11 Mil ■�0000 AM: for localbo of elevallaws see Rer Ele✓alion and Oelail 5. .s'i' SECTION AT �- PIER scale:i' l`0° i Pruno/ded P504) bn Precm rete Pi/es 0 of Pfer !Nall End of Big. Pad Glut Pad - Pier lWCrav Basal SECTION A A Groovc formed by 4 Beve%d 2+x8 Too ar 61OL6rdlh wall! tj Gra Plerd- o\ PIER END VIEW &dk: a ; /=0" are /o Hen DETAIL B No 5rak in of Foot%nq FACIA WALL DETAILS scale =;"ZMN Note: racla d a// 61all be pixrm' after sidema/R /s in place. NOTES All expasc d crsners of 90' or .sharper ore to be filleted urilh a a ` dressed arpd beue/ed drip. Reinforcirq ie b be securely arlred in A&-e belae and caxre/e s µwad Minimum clear dislaree fmm lace of concre/e to rrear reinfariq bar is b be /Jr unless otberurise shown. G F indicates eacb /ace Ant,gpaled pile iip eleualiaAs for Pers Ze 3 are40'belom bottom of footirq elevations, fler wall f>r be317ngpjd,5rW qw/,ad debits, see shed 1,5 G. q 6 4tc'AS BUILT Wlpl er_..hL'_......... ...onTe 5-r. �� CITY OF AUBURN "` ��.aeoF 5 w x� O PJ N. 5 70 13 LE`1"ice RFDF'()RD E\(aI1EERS As � >°°,�0 34 15 TH. ST. N.E./N.W. _ _ ��M. DF u�. rx,IxtF , i C.M. ST. P. & P. R.R. OVERHEAD PIERS 2 81 3 DETAILS 106912-02' l ova rcis.G\a NpEN I-7 I. _. �.�..... ......�..:.. ..,.E /'" 4" Shear Ke s` 9 T"except 4y�"for e.rt girl. at /n/ Piers r Intermediate Diaphragm yt Paint of span for span length 190'0"° to /00'-0"c-0. Brgs. Omit shear keys o/ as • 70 ° Beams less than 102 fl c - c brg Mid " •• 1 11 '• " 40' O"° to BO' 0" ^ edirior face of /'0• ,. " •90° more " /Oe" ft The to surface of irder f/an es shall 9 be sou h. Do not 9 No inirrmediots dicphrogm for span length 40=0"ar less ^ " exlerior girders 'M, Lifting Loops, 3'ye"0s!rana's. P 9 lrowe./ or smooth aggregate into poste. (However fht 3'4"^J%i'r 7"Shear Krys. Omif shear keys rat .� (Pick ap verlically for x =90% maximum drviolion from a plane surface shall be 0") exterior face of exlerior girders. Symm ab/ Span r q \ „ Center oit gro vily, toto/ T' 0 Open Hole _ Tyr" 0Open Ho/e py"0 Open hole 'I T%:'• 4 Hole :Shear keys �Z horped alr4:da. � 6"min frcept of oxNrior' D•'max. except at exlerior e-I Normal /a skew excel Center of gravi7y, iota/ � � 4ti girders omit holes t Place / / ' inserts. See 'Ihbpbrcgm LZitai/s'. i 1 T unit hold down girders omit hale /0y4"1 exL ire QIR/ Piers 9 irans. ' 4 p/ace In5ert 'Diaphragm WL = See Delo/%s". T I See •'Bearmy Recess Defai/" Ha/piny Point - X 04 Seen /moth (cic - cfc Bros.) -' /'-D" r- LNpte X • 1.75 ft N, of Nt (Norma/ to skew except for girders over /OS f/ wiln'9 /glh Bearing x, = cashing /enq)Ar -14 S' 4 E Open Hole Skew Angle ON to 4S" SECTION THRU WEB AT IN DIAPHRAGMS GIRDER ELEVATION /f the lifting loops eA'lend lhra the roadway slab they shall be cut off priar to ppuring of roadway stab. All lifting strands are of some rnaleria/ and strength as prest-o"ing s/lands. Wrap Iifling loops so that each strand a,i// carry ils share oflhe total lead Extend liffiiny loops to wilh/ry 3"clear of the bottom of the girder. Top of birder -;—II r/JI _. T !`Z)04 Slirc, / GJ eS Noroed Strands1 I I / 1 G4 s61 All A Ih- i• 1 I I•~� ---_—�� Je7 Ti<s—�- G�sJ Ties Locale as shown (TO cola/per End Block, no skew) 4(6/0 eJ • 2'-3"(Na skew)_--J ��iS Hoop 45"max LZ END BLOCK ELEVATION C 1 al/ strands flush with the glider ends and pant with an approved epoxy resin. PLAN SECTION THRU ENO BLOCK { t No Skew e rB� / 0#5 Hoop e 4(9 �e3 lies oadV47no/ for skewed spans G�7 Stirrups PLAN SECTION THRU END BLOCK Skewed Spans ;� i ; I Fabricala� °�a / 1 ° "Note ✓aloe of fo ^xF 3 4 r fw Birders f 4f "a 5 e �� 7 ' B Odd strand o/ruoys I 9 0 on F G%r•der Grader STRAND PATTERN AT GIRDER END i (Horoe� sl/ands only) ,Strand larotion sequence shall be os .sh0ean U � G S r3 G 6 xS Hoop -i 69 3 Ties ---- / S G l 0e, /'O"lap STRAND PATTERN AT Af SPAN Sl%nd location sequence shall be as shourn 0,0, etc. GB iel7ies � I b n END BLOCK GIRDER TYPICAL CROSS - SECTIONS Bry PLAN BEARING RECESS DETAIL 0 3&' except 110" for exterior girders al intermediate piers, unless shown otherwise. GIRDER WEIGHTS S£C T/ON To1a/ weigh! one Cinder s End B/k. Girdv IbIlm tl /b//in ft N37 607 6B 400 4 fStandard End Block (No skew) 3'6'•lony },Casing Length = /00'. J �v —T NOTE ALL DETAILS ON THIS SHEET ARE FOR PRETENS101VED STRAND DESIGN ONLY e GIRDER SCHEDULE An .1.,....l. .A..// A. U"0 oMN to I :A" Dimension B' E Bearin s'9" DIMENSIONS F BUNDL ED HARPED < STRAIGHT PRE7EN5/ONED C4 ., o. a .c' HARPED .5MA/GHT a Location%wAr .E a„ Steel r y O, Be N, Nr Pr ° u roc y yr No of Jacking No of Jacking o Area (/n)C Strands 'Tee Stionos Foo ce h /Ln) S 2 E F E fo / A 90.00' 90000' 9f l/i Vo //im 45119' 67'61" /W 4 //6 /4 405 /8 2i 3' 2d" i' L B 90"00' 90, 00, 91' 91' 9f" 9f 65=// " 67' 1W 4 /l6 14 405 18 Zr 3' 2f' a 2 C 90°00' 90`00' NO l!e" /1 //e' 94`/1' 941 v0 101' l0 289 24 694 34 3' 3' 5[" la" 2 D 9000' 90°00' 9f' 9f' 9f' 9i' 94'//" %`6' /0' /0 Z89 24 694 34 3" 3" 5f' /a 3 E 90'00' 90°00' //;I'" 9f' /41 91° 5 Wff 60`3" 1W 7 20Z S 41 /5 / 3' Z9f' s' 3 f 90°00' 90`00' 9f° 9 " 9f' SBcS; 60=0a /`6' 7 ZOZ 8 23/. /5 /J' 3' Z9,f' a' Note: jri If 5500 pal ib' Al/ birders .Noow4 N P-/0" v V Note: for walrr pipe to gef ` delai/s oee ,sal A Inbe113 shall be Placed a/ time of O,stiny. —Girder Slope - -Level --- ELEVATION Se/ Screeds O to this //ne-\ n WAFA W/M -.— S Girder A' J, Span / Gir&r g� Girder E' —/ qRSn u Girder B Girder DI- G/rder f" GIRDER LAYOUT * Span V Pt_`" i i4 R/—^ Finish Grade Line SCREED CAMBER FOR GIRDER DEFLECTION For camber (C) see "Girder Schedule". SERIES /00 GIRDER BAR LIST Al/ dimensions are oat to oa Br¢ \I ,a LOCAT/ON G / Girder - Bol Flange G 2 Stirrups 63 Top Flange G 4 Lon if -Top -full 05 End Block -Con d.. 6 6 •• Hoops G B End Bock - Ties -Top Flo 59 ,. Lon i/ -Ball, G /l Transv ^ NOTE : Forms for bearing pad recesses shall be constructed and fastened /n such a ,wormer so as no/ to cause damage to the girders dveirr the strand release NOTE: For A am see 'Girder Scheduler e �r ��Pe f - 4q OCO Per Brg GYJ"00" (TypJ f /50'SI NE BEARING RECESS DETAIL„ GIRDER SLOPE Pier l -0.23607 Rat Z - 0.9440 Pier3 / 9490 Piero -2.0670 % BENDING DIAGRAM Skew angle S, 3-min. varies e GT h e . ✓aries for 5.4ewed spans IF 10' `� Ll skew angle AFVraeed b>Pitt CITY OF AUBURN SCALE. 4.�,.1 w O. RE iPJ.Nh, 470 '""' 14 LEWIS -REDFORD -ENGINEERS °`�"'� 34 15 TH, ST. N.E./NW No Sale Q �,E +a,P ,., . s '([� � ° sJ_ ran. 7-70 - Pot Nevins PE. CONSULTING ENGINEERS JOB NO Jul Avr,".�.n ray Director of Public C.M. ST, P. & P R.R. OVERHEAD �o eeo E° _- Works BELLEVUE WASHINGTON GIRDER DETAILS C6912-02' rrsS/QNTEEP�'�@ I�ZL — - _;0y I_o 2 T_�r i I I I i 1 ee==J =z. i i 5-E 69 Fall #/ym (ZV'mia }"Chamler— I —J 3-E601 fall Width�� 01'3"Min. LAP) /-E60/ Fu// l4idlh A?=3wi2le l" 0 Richmond Rocket Insert or Equal 4-EU Top 08"Mtn. tap 400) l"eRirhmood Rocker Insert or Equal Girder See Anchor Details " — 2- E704 A5TM A432 Between Girders Girder lz `Future Asphalt Overlay AA* (Not in this Coolrad) TYPICAL END DIAPHRAGM — PIERS I THRU 4 Scale: 441=l'0" t Girder E Glyder Top of Z- E4oe Between Girders 0 ti A4I- E7b3 A5TM A432 full E405 51 Length 080017. Lap) E703 A5TM End of Flerast --- --; B d"Future Asphall Overlay (Not in this ConNcr1) Top of bird EB07 Full Length (310"M/n. Lap) 2-E4M Between Gliders i See Anchor Details" E/l09 A5TM A 432 �— All Webs Shall be Vertical - Fill LeI rgih (4'--2"Min. Lap) � r -E60/ � f5/leG` (TNP) —2-E704 Between To Of dse4 " 51ee/ — d future Asp/.ud Overla (Not /n Ihls COR/Wt) Slab 1e11*2169 456 F/llet Between Girders Coos1 Joint with la "x 71 Shear Keys e /tY cim Full arieh btwn. Stirrups 15 M A-4V L 20 Except W"at Exterior Girders at Piers 2a3 SECTION A -A Cut wiM Fine Tao1/i (—;t� 53ur i.�� F _i DETAIL 'F' Normal at Piers to Joint Top of Slab or race of orb - (Noma/) OArn ✓ant SECTION C-C (Norma/) No Scale. SECTION D-D Extend Exparuion ✓oial Sao/ DETACE" to Ovtside f5m of Rxadway No Scale. _Slabsf PierselE9.' 5e Back o/ Pavemen/ a i Thkk Synthetic Closed Cell Expanded Rubber tibint Fitter Cemented to Jaw Seat--- End of pwaa Gird, -Closed End a. I ---------�Sce Note' Grade 24t3 Cut ant/ Bend 5ee Derat if No Scale. EXPANSION JOINT DETAIL Note': Extend seal to outside fare of slab av' Hers IN.. Slab Reinf. No sidewalk seal al Piers W. Bend in Field ii'fuoure Asphalt Overby Na Scale. _ I (Not in this Contrect) lziFu7ure Asphalt —see G/1der,kha9ulei 5hee114 Overay (Not in !h/s Cmlrorl) Bend /n Field 77m4 Normal to Grade b' SECTION B—B Scale:; cVertical TYPICAL INTERMEDIATE DIAPHRAGM Note: Girders should be held rigidly in place when dlaph2gms i I are poured. Reinforcing tars should be threaded .hraigh prior toplacing of exterior girders. See else - (ales in girders where for Handrail and Sidewalk dimensions and location. ^'e Srale:4'""l'0' i li O f Bearing VIEW G-G Sca/e-i =/=d' 34x F0"Fillets Between Girders Cons. Jant with /I k7J 7i" Shear Keys c l'6"Mb. E607 E408 Between Girders E1/09 A5TM A-432 Fall Length Bearing Pad /'Of l'OF' 60111slde ,o« (See Detail) of ):Wpsk/ PIERS 1 e4 GROUT PAD Scale a `= it 0" Vertical METHOD OF ADJUSTING ROADWAY ELEVATIONS FOR VERT CURVE No Scale. E Girder go 0 /1/0` BEARING PAD Laminated Ebslomeric Bearing Pad l oalck; 2Shims; Llriromeler113rdness,60 /"m Bolt c TItface of Web TOP ANCHOR L907TOM ANCHOR ANCHOR DETAILS Scale: /g'-/i 0" normal to Grade Level Longitudiml and Tramverse— Bearing r 5ee Mall E /0" 1 PIER I PIER 4 ROADWAY EXPANSION JOINT AT END PIERS Scale:<' l'0" Joint ha EBrq. laries c£Brg. /nterior GMder Nz 9e'N, 9l" Exterior Grder IV, 4' N, llq' ��'rn�o 5ee Detail E Normal to 61yder SkPe — r r lnt Girde fe 7f" Ext Gitdet 71"i.71" h t b v End of Girdea 4ix/0"Craze Bean h of Int. Girders Only ,� R7° (d p 9 Girder Typ. jBiq. f$d (6roul Pad �TT Top of Her Cap an-alle/ ro Grade Lorgit. and to Roadwa! 54te Trans. lntericv Girders Exterior Girder. /tor Ile of Cap Beam /toy" /to', (Typ.) PIERS 2 t 3 € Pier AS BUILT(INROADWAY EXPANSION JOINT TERIOR a EXTERIOR 61RDLRS e PIER5 2 f 3) scale 4ow l'-0' Seat End or Precasl Girder CITY OF AUBURN sc.a�k �,�).aEpx, o kh. _ 15 ! LEW'IS-REDFORD-ENGINEERS As e�p,E"°Pole h 15 TH. ST N.EJNW. M._-. r 70, _ Pot Nevins PE. l t>"1 I IIN6 ENGINEER:, C.M. ST. P a P R.R. OVERHEAD JOB y" DireMor of Public I L3 I C6912-02 WOr1(3 Nkf Lk �'l'F WASHINGTON DIAPHRAGM DETAILS �'rtoNpL EaaG IZ_. 7 Back of Pavl Seat - Pier / Dry. Pler / Nor ,�/ • /"I •, v,I /rI ,/ WPM For hWrail Details See Sheet /7- LAdsde F" of Bridge Leval Consf Joint m//h Rou9*78y Surm spans DB/Q D4l/or DMZ Oul'We e/'-Nalf Rand Drip 05M,, D505 a' 0407, D400or �Wo,.:, Pier 2 97V Ddil (Top) 0505 (BoNorr4 � For Rai/ FbO Specs/*, See Sheet /7 0406 (Tao) .502 --------------- �_E60/ 9-D409 1----- Tgo-Spw 2 E706 E7015^'KI E601-2 ---------IL--------------JL-------------- r--- ---I�--------------- D409 - ---JL - - - - - - - - - ---JL-------------- ------------- /x Slab Spans I 0505 — - - - Gi�e�f_ap' ----- 8-0505 ---Spent IF - - - - - - - - - - - - - - -I -- - - - - - - - - ----- - II L---------------JL--------------JL-------------- r---------------IF---------------1r------- — —— C 141 D603 SLAB PLAN Noie' For Lars marked E60/ and E7L6 See Sbeelf5. 26' 0" _ 9 /5'-'St NW 24'0" - - (Crown Line) Pier 3 ` D612 (Top) / 1-D504 (Ba/tom) -- `D409(ToP)--- �� --- ----- -r--- -- -60/ If('-E706 9-GN09 Tgo-Span 3- E60/'Z -------------F ----- Girder -Span 3 �Ve I I - -----------JL------- 8 BoJ1an Spx 3- - - --JL-- A/lernaie ¢ Brq. Pier 4 Back of Pav'/ Seal- Pier 4 E o 90'00,00" I (5ymm. Aboat E) 9°® All Piers E erg. 4�0 - To Suit Exµansiw Boot w (TyP. e E 6/rdw) /t0- d"FWure Asphalt Overlay Lap TOP &ors �' E (Typ.) Leve/ A� L%0/e8"7ansverse (NOtin Ths Cavr�J) C606, C607cr C6Q9� 4"ZD. S/ Pipe c E Sdewalk Joins at Piers 2e3 5 C903, C904 or 9 Dia. Asb. CanduiJ (69A /7Open Joint -61'5/9b sgcr:-M& lzClr.-.02r'li fa Bell Te%pibne E a CJaemfer C405 Longit � xpvnsion Boot fas/e%etd c5o//1=6' wilh Aeoseal Clams l'Clr. a8"Famsverse L Sbpe '%f1 EILZ - I0603 a B" Trauverse Used"Edger Chamfer apt L O6/0, 08f/ o G19tZ L06OZeB"Transverse li' `5E9' (Typ. Each Girder) a Ur Tape JolnJ Level Const Joint -/=0° � 6" 6 xeo Bkrk Ou/ m Provide Recess /n 51deuialk /o Clear Expansion Bro/ 1'6' A "[homer \ TELEPHONE CONDUIT EXPANSION DETAIL lF' a--2-4"ar)b /br 3 Girder Spaces 6 7'4 - 22' 0' 3=6, 1 No Scale 411all Roule Bel/ Te/ephwe n 6/rder Able All Indte5upplA?d re/aPaci to tefepi e Belca9l ephone ion Drip Groove North Sidewa/k Doty. !o be supp/ied by Pacific Northures/ Befl Telephone Co. 4"fD Stm/ Pipe k #"eCaaduil Each Sidewalk and insra/Jed by bridge cmliaxtor (OaN�t¢ed) TYPICAL ROADWAY SECTION c c .4 ex J1reet Lghfing r pro J "r <o� Sca/e poohl" SIDEWALK DETAILS Shown Nol Noma/ to E f ook//* Ahead on SJa. Scale. /'C `0" AS BUILT (!� Bars marked C50/and C502 are to be OF.4e0,STENEO � SECTION A -A placed oliernale. 0 fss/oust No 5cale. Pa�i NN e�vn� PE. Director of Public LEWIS RD-ENGTINEERS CO\gl 1,11 i, ENGIYEER.N BF I.I.FVI,k WASH INGTON _CITY OF AUBURN SCAIF As Shown Qw� 15 TH, ST. NE,/NW C.M. ST. P. & P. R.R. OVERHEAD JOB NO 9 SLAB DETAILS C69i2-02 fsiN;EF IPJN 470hh`IG — Chet t d by of34 SLM __. 770 toe n h, I71 : sdema f Joint lk txpansion '/- Spacitg 3Z-/K 34`Od Brg. P'er / 48�6° 48'6" Pier 2 30c3f` 29'Z�" f Pier 3 - 2 Brq. Pier _ if /5861 N.W, i Rail EXo. Joint See Detail A' S-C404 C607 t f Brege flF Eno' Exp. Joint f See Detail Part Elevation -Railing" Sidewalk cbint I/ Exp Joint f &it Rut (TyA) Sidewalk Joint `-C405 CCos Sidewalk Joint End Exp. „bint See De/ail "Pat/ Etevat/on- Railing' i 7:11" 10" 4'_10" ZZ`/0" _. S-C40.3 C606 8 Rail eAa Janl _— Sexes ce24b"= /92'-0" 4Y/d /2'-l0 /�;!/' k of /0" 36 Rail Fbs/ Sexes @ 6`0"= 2/6`0" " Fbv% 6w/t n Tye u &cp Plate --L (4'x4"xa "51ee1 Tubing Rails (Tye.) Grind Weld 5mwth � °�� 6"x6"xi" Steel Tubing Rast- ro"5 ?! &t (3" 7hreaded) — i i i d I i v i i i o 6 Contia C606, C607 or 6606 SECTION A -A Scale: l"= MN wing wall Pier /or4 far of Pler Wall 5xz"x2' ,? &9bed In ant 6 Bar (3 Total) (L' 6" Lora)-� PART PLAN — RAIL POST SPACING Sole: r-/ono' Typical 1VO&I7 and &Uffi Side -<Typ. x,�l"x,;6'Steet Tube 6,rnd Ere s'x45"(Typ) 6" $ Rai/ fbsl (Yertica/) Base I?l' li x 06 PART ELEVATION - RAILING Scale : /'• /!0" ProvMe rip to 7W of Pasts (Tye/ca/ a// fbs/s) f EXo. Weld One Side Only 5teet Tubing Grind Edge f "x45"(Tur v &xk of Pavy Sea/ NOTES 5NOP DRAW/N65 for rail%ng shalt be submitted for approval 5bowiN mmple/e dimes/au, details of fabrication, and include an Rave/ion diagram. Materials used steal/ be specified ai the draamv. STEEL FOR MONO, posts, Luse plates arn' anchor plales steal/ mnfbrm b ASTM des/gtaation A36. ALL BOLTS shall be high teAsl/e steel cmtLrminq ,b A3TM designation A325. Bolts, rxrts, vmbers are shlms (/f any) steal/ be 961Pa7/ze/ in accordance wlth ASTM designation A/23. RE1NF06r1N6 STEEL shall be in accordance with A5TM desVliatico A6/52 Orate 40, ALL RAIL ELEMENTS ae posts shall be given 3 mats of paint as called for /n the .Weelficallms, except Thal surfaces la be in contact alter erect/on shah be given one .9170P coal ERECTION: Rail posts shah be set vertical Rail tubes sha// be set Parallel to roadway grade. Anchor bolts should be held rig/du in their correct push/on wh/le Rwrhrg the stoewalk so as to oblain proper a//gnIm#1 of the posts. Shims mar/ be used for final alignment of Me posts /f req and Rai/ /$st Use z"EcSget 11 4 x4 x.; "Steel Tublrg F,llel"Chipped Out From Top z of Sidewalk Grind Tubing as *oired to Produce Smooth Mowtg Exoansion Joint Post DETAIL "A" 50/e:1i 1'-0° ExAa?sion Join/ Detail 49,oP1/es to all three rails a/ expansmn joint. k f 0 S1eel Tube (TyA) outside Face of /y. Slab anal Seervalk 1 /ris"Chamfer2� 6x o xd Bar f Rail Post A/Y M NNN �� yw z"Anchor Plate /' 4"xgRo" (frontof Plate 6/eel TubeA Flush with face of Wal/ l "x6"Steel Tube. 6ti E 4sbn �1y .tee/ REyd fo Alkvu Expap3nsron Movement 11251de4904x9" Tube. INSIDE ELEVATION - SIDEWALK JOINT M Scale Able: ForsideWd1h jo/nt5 al piers, see sheer 15 —o"Fi7ler Joint xNI el-L'k6e Plate ,yr"* HMS (Tye.) Oversized to Facll/lale Placement Bulld up to Oblain full Thmal Thickness for t"Fillet SECTION B - B At 5idewalk Join! No Scale ( PART PLAN AT RAIL POSTS f W ` )�to = 5ca/e : / /=O" ��)m OISTEREO v VT :cS'rreNAL EHBY.:1r°=� .�_._..._-DATE _5 ,1_2 CITY OF AUBURN SCALE 3. RED, o ,. 17 y os WASo LEWIS -REDFORD ENGINEERS As Shown Qs` )k PJNd by 47Oi 34 i 15 T H . ST. N.E,/N.W. j SL M _ 7 70� _ coy ri.n c evci�eerts C. M. ST. P. & P. R. R. OVERH EAD Pat Nevins P.E )oe No ,eR an Director of Publiel kt.LLE VPv wasxisr.Tou C6912-02 ogec'sTERso �t�W -- —I Works BRIDGE RAIL a SIDEWALK DETAILS sr G NAL EN �r� ! 171 Pvl Limits of Grave/ Fill 6raoe Dev. 'Backfi/lPiers le4� \ r1 i /0 Gaiye 6xG' W/re ('Mesh Reinforcing n&TAss&Y Slope �� gvrnYU SECTION A -A /llo Scale Bearing i Gram/ caries j Backtil/ _ for &k//.5 Groan in Skpe Profeclian for i7/ler Drainage from d' Ppe �r'`Prefx✓de,aFiin! — }-to Gauge 6-Ac Wire Mesh Reinforinq �--------- 11"Cox. Slope Prokrt,Lv� �6'Pr Eorh EM 1 L75 (Normal to 7 Pie s l e4) ... `Grave/ BCkfI/l Li"Per'/oraled t5dVoin SECTION B-B SLOPE PROTECTION -PIERS I � 4 5ca/e: SA.M' Toe of F?-6P/er2ard oklo Toe B/crk (C/ass B'2vxreie) End o/ Fooling Wiry Wells Pta j Lim/]ts' _//o�r Grave/ J&*J ) Pay Limits /or _*B Grave/ AxA_D'//: Z 48' Afofa/ed 15MMMin Pv_e �6WII Each End Pietmlded Jam frl/eu I �evmatical/y p/acaf a" poc 2fdeep colvele ibr slope pfolect/cn. Agping4 ) cJom//xrge Grwve /n Slope Plofectlon Toe Block B Baj Pier lor4 PART PLAN SLOPE PROTECTION -PIERS 144 A6 Scale rD-}AW011 Apr» Preformed ✓an/ F/Ilef Winq WailBefween Wa// and Asslt 81 Built-up Aspb3ll Apron Preformed Joint Wing Wa/l ' Filler Between „ Pkce Pr'e%rmed Joint fillet Between Wa// and Asphalt �. o &V or Carrele and Aspha/L Connect b Sh*wlk with Coxrele Nails. Earth vICon/om *C Cf SECTION C-C /o .S7wk End Concrete i l J Crnlb m Level Ple�r a/ Joint Fi//er Sidewalk al Slab 3 End of Slab ii l� Asphalt --- Be//Tae%Pllane LJuds I ii.�wA�viovnvrhvtwru CCdp L/NJ) Z TetepMne aids /n re/eSidewalk5w/th Sidewalk Onlyj:co: eror4Wan' PLAN ,3'-0' 2'0" 5`0' SECTION D- D ASPHALT SIDEWALK APRON Scale l"_ /' 0" Note: Prov/de 2efr &W)all built-up aprons; one at each sidewalk end, Ppe Hafgers /b be a 9gV O.C. Max (ikviz. Dim) g. Water ppe Hanger '' //h,Yinrn OnW�YiANOTES /. Corxrete al4oe /xotectron shall be conal'aded of Pay Limits for pneumatically placed or avrd cemeal concrete. f 5lruclira/E.rmPyten / Pay Limits 25ee Plans, spenal provisions afd s1d1dafd T6T0'T 97`(Y 59'6' I / for Lrrow spec/f/cakoas for further requ/remen/s. f Brq. per l - Pier 2 Pier 3 g Ba/. Pies 4 3.Pa4(ment for "mncrele slope ofoleclyw" shall be / 0 4 per sq yd TgoofRoaAvay WATER PIPE HANGER PLACEMENT DETAIL I-ry} Slab Rein/' -Grinnell linmemi Insert Scale: l`•ZO'-0" I = = No. ZBZ (Lateral Adjus/mew) Equal i TYPICAL PAY SECTION PIERS 2 E 3 e Bol/om of Roadway S b No Scats m - j'a xZ"Her 1/d Tdp "" I rkfew e3 Came- � TOP of Rc>arluray Slab jam Nil .� Id Hpe Instal/ Plumb - Hex t e Zook Washer Rod r--- - .D Gas Plpe , 8I /B4 v (Nqh vbegM} Grie Rol/ or Equal Spacial Thin I a o AsOWX Filler, Tiol li a - '�%` -1 f� - 5450 AAMI'13 Aspha/n'c Filler Tght L--� o Fit ArW/d P/pe, j � - _ J �. A//Atrwfd Pipe. Sea/ ✓ i Sral with Hot Asphalt '9 A x9"xj"x0V0 wdn Hoi Awlaa a"Gas Pipe �g Pipe - _ ---- CAS PIP HANGER DETAIL( - g Pie ,• uanm// Slait d _ ._ r. _.. b/ Beam Mks Horizontal 8" Die Ho% Thro Back 22"D.a. Hole - L - - - - - A/l me/a/ b be galvanized 0-w IC4.. IJ7 EPipe WWI fa C>3s Pi e. this Back Wa/l _ /6"Ouch/e Iran (a' EquaQ p A1kWd riots re/aiirq m gas main instal/a>ion /6'N6/ef rk(ain �� _ - �i- 7 for Water Main - - - - Water Main led by Washi4lon Nalura/Gas Co,arxl�S BuILy bfdje ttrlf0lon `eE T / ICV4 pipe ers lobe ...^.. � spaced aJ X)' msx. 79 -{ YY`�:w"'- .. DATF:S!;� , / / (l2 pipe hafeyers required) JR G. q< i, _ _ os Note: Inser/s for biller mvin hjfgefs 51t7// be placed SECTION -GAS MAIN AT PIERS 1 SECTION -WATER MAIN AT PIERS I t4 ' 'z WATER PIPE nyirder webs solheydoantin>elere with preshess/rxj s/ia/rls xd alee/ Scale r i" l 0' �I Scale: 'or l'D' 16ae HANGER DETAIL c%arof dlav¢rrs. Insek shall be placed a/ _ __- -.---- - ----- ----- -- - - torvnt ///ne ar lasting, CITY OF AUBURN SCALE �� oFWs�FO Drawn D, Darr lh,a 18 l.}:�b"Iti REDFORD F'�1GINEFR� As Shown �,E �e� PJN_- s-70 �?Yy� .. 15 TH. ST. RE./N.W, ��' ' ,� S -- 34 S.L.M 7 70 Pot Nevins P.E. CUB>lI.TI �(• EVGINEERg Jos rvo. 's Apo c e j Director of Public C. M. ST. P & P R.R. OVERHEAD C6912-02 �s`e"T`"�'W - - - - works ""`' "AS"1OTO` MISCELLANEOUS DETAILS rNAI �'Chamfe - 4 6609 PLAN Leave Pig70ils ECdpApe j / m AX5 d &t1(Project i 4 C609 n,.. _., e jo l End o/ Slab L Sidewalk Non- 5//P Cover J" Brass Cr M01761 ,:'iA:NX Ckteae — 0 light 61aldaldeoMax D/a) Not /n This Conliad) Base /f (A617rx/ude9 in fits Coniraef) Ggxq:,5lee/ The fiall &W m Darn (TyP) 6' oto'm/g) SECTION Pry Bar No& (741p) �i /Z_ Length 7&/a%/e/ m F Brio'oe) Tb/ck/iss JUNCTION BOX ✓uoulon box and Cover Shall be &/ dlgoco' gahudn/za-/ C0dd01!s b be allached b jinn!/on &A W//h slip 4116z. Expansan and Del/e-•:__ ,_:... �Frb/rig "TO& Moy '9- _ e Ou/side face of ° S(ub and S/o�eura/k � j d j � E�nsion ,.binl Nfouvrwn! &WIng jumper &Z. Approved (fuller lnlernel Cr Extern 1) CONDUIT EXPANSION AND DEFLE fa/os/on-1?6&,%anl *T, Type Cooduil F/11/mg /'o Drain fires/y 4l -c Threaded in "T"Dd o/ Co/du/l filling CONDUIT DRAIN Ilse al Tau plink thal will W be dra/ne by jWncllw ba*eb /n hr/oqe curb and as d/reeled by Me eng/veer All halerhaloV ,b //gh1my ale b be sugd/led Lry BrX*9 CtWIMCby W1115 the excel.✓/on o/ Base Plate, G/ou/ and Ugh/ Slandard Exposed part o/ D &�1s should be greased ggpywma/e/y d" fb/rk and mapped W//h PIa%Vlc PaPer LIGHTING DETAILS Surface Dev.5.6 e -12-10 5rown Organic <5dt w/Ih 1- 1- 4 sane oravel 4- 3- 5 Sob b Mod 311P S/Ny &-Ydy CFly 4- /3-/7 aid C1%y Sit; same 01Wnle 7-10-15 kkd Lkmse FMSwd h- Sills 61v /- /- 2 --- 5ob, Gray 5111y CAl 7-11-16 --- Paw F-A/ 55nd tr 51// t *od 6-7-5 --- In/eGeY0& 61111 S7/dy Clay ad 6- 7-15 Lcnse Fine SlIA1 &*V 5-/- 2 7-5-3 *d Dense, 5/gbtly Si/A/ Fine 6-7-6 50/xl, W/th 0/n layers Oray 5- 6-/0 Clay to 73't 2-Z-S l6 -2e Dense Gray 1117e to Med Said, 1718-Z7 w/ sotre Gravel free. Water @ 70 E/ev Z1.9 *Artesian Effect o 65' TEST HOLE MI S1a, Z7t20 TYPICAL PAY LIMITS - PIERS 1 44 Surface Lkv. .Surface Elev., 56.9 Z- 4- 6 4-6-7 Tan a d Gray Loose f70e 5/1111 4-5-6 q q-q Bard fi otvamc 2-1-2 Z 5 5 (layers Clay t Sardy 5/1t) 2-3-9 Oray A' Dense Fine 511ty Said Loose to Mcd Dense F/ne b Med/avn I6 Silly &ind W/thin layers of Clay 5 6 7 5 5 6 2-8-9 _-- it h- otwmc 6 S- 4 Z-Z-6 6-4-6 /0 /5 // Lo+ose In Mod Dense 5111 Jr organ/c 1-7-4 6 7-10 --- Oray S1/Iv Fine Salo; W/4 flee -Al (/al/ layer Enc. Water OF Z S' TEST HOLE M2 Sla. elf 70 f/ev. Organic Si// e Clay A4d Demse F/rr S/Uy Said w/ thin layers agan/e trtalel. Tar ,Sdf/ av line 59rdy 6111 111181-beWef FM Sax/, UV floe Silly S3m4aG� Fine Si/Jy Said 50// Gray Clay Gray A& 6ba a Nxb AJod Silly Sand Fine Sardv S/// Clayey Sara' Gray F-M Sand Clayey 60 h; Organ/c Zoom b Dense Gtay Fare 5//ly Dense Fine /o Mm/um 56/d Eoc. 48ter m 3' TEST HOLE M3 51a. 26 e70 hole For location of /es/ ladles see s4oel //. Surfaa fkv. 3-7-7 3 /-8 7- 12- /6 Z- 5-6 9 -/0-// /0 /3-6 9 -12-10 6-0-5 7-/2-/Z 9-7-5 9-10-11 Dark Gray Fine 611/41 Sal); Loose to Mcd Dense AW Delme Fine-Mad/um Laase m/ thin /aver Organ/c Gray S/l/y Fine 5ar)' Sandy S/// Dark Gray fine 5//ty Sand Gray Sib Gray, Mod. Deaw flan 5441 6W f E/ev -Z.9 Artesian Effect 630' 3/0.. �!? 0Zo BUILT CITY OF AUBURN SCALE: J. REQA. Drawn 4: Y Dan Sheer I LEWIS -REDFORD -ENGINEERS No Scale v�, pe r0p PJ.Ned by: 8-70 3 15 TH. ST. N.E./N.W. ° ° S.LM 8-70 of CONSULTING ENGINEERS JOB NO. Approved by: Pat Nevins PE. :' C.M. ST. P Ek P R. R. OVERHEAD ifk Nn. Director of Public BELLEVOE WASHINGTON LIGHTING & EMBANKMENT DETAILS C-6912-02 ffs�°N�;aN6� 1 -71 Works t K T SECTION 12, T ZI N., R.5 E., W.M. ; — fh A.0 Tce of Sbpe N d p;o' or 9P/erd \ \ B.NL R/W 3j4 ` D..T R/W i TOP t/rg 8rao4el W 5 (See Sheet Z7fcr \ \ �h� } t �of Future ,&reel LL Be// Tekp/mne + t + t </erf. earWnce O p p A t Test !b I LW-3 ti p 7eV /k✓e ON/ ��\ \ `_ 1 t \ \ \A \\� �Ou/ A \ of 61. G//db o 4, a \ \ t 1 F)(5f51NWJ17. 7{G9.Sk ` d o I' I \ \ t 1 \\ BN.1L% 531t3Z i2000942' Ske _ Detail 645er 28 "s h ley Rok LW-Z s Z' E Ik°ier /B g. CghNag Brackel(3 F Pier 2\ Y 4 t by d �gA) II Shee/ 30 for \ Ir Slope i1 Ligh/irq Defat/s deaf II i 304'-11" p Buck Ab Back of AWeorol Seal I BurrleO ` L2'Wa/er Line Lim/a of it S 4"Std Ga v \\Vn1*1 Te%phone U e - i \ Gravel 5xfw Steel Pipe legraph\PLAN Paver Cires N Onisb Toe of Slope S O for 5uprre/eva1/on dwrdm �Propased R/W �; �n See 5W 3 of Roadway Plaft h h W iZ854Y>-4S3,3p% E Pier / Sb 43t4904 EPier Z S/a. 44t1054 f P/er 3 51a 45t2954 Elev 95.84 Ele✓ 95.7a E/ev 94.63 El eI TrddO) 2er"Co9cm/e Sbpe Prolecllon -------- (5ev aelul.5xet29) DATU LISC £G5. f Exis111V l Win/me 7racksr _)EL _ E r I i it h ly E Future Tracks- 55 Ton Prerts/ Caxrele P//es ELEVATION Scai:/"=Zvt Note:Grade elevatkaAs are f/nlMed grades obnq 9 /5BS1. NW. and ale aqua/ to pmflle grade. Finish TX /ltmlbof Grfave/aval Barrgr N i I II I TO; of � finish Toe of Sold Wall Zr Concrete Slope Prc (See Delai/ ,meet 29) Pier (Typ.) 5/qx. /, rl g _ 111 El 50.45 Future 51mele p ''',!--S5Ton Precast u _ u -',l. Coxrele Piles See ,Sher) 23 for An//c/pated ?Ile T/p FJeual/orAs. )Vr-E 45e'5t NW �i - /er4Brg. n m z m LOCATION MAP Scale: /at"' ESTIMATED QUANTITIES /TEM UNIT I GIANT/TY / .5/2C/vre Exaffah'ov c.. 720 Z Grave/ Back/ll/ for Wa115 c.. Z/O J firnish anda?W Test P//es ea. Z 4 Fum/s$5dAYDrive Pi/e5 Lf 2770 5 C1a55 BmCoxrele /n &b511uc4ire cy. 325 6 Ga5_5 Ax"Cax&te /a Sabstrvcnrfe cy 500 7 He/Wfolrl Sleet in 5ub54mc/ure lbs. //80100 a C511perakuclure 1.5. 9 Corxmle l5yw Pmlecl/on s . 800 /0 Supply and In6&1/ B409 pain, d%WWPOMI ad Dfa/n Pipe L.f 450 Instal/ /1afgei3 ,fir 16'Wa1er' Ma/n L.S lZ 1,7&bll Gas Ma/n L.S. 3 IASU// Te/ep a Gordv/la LS /9 Bank Run Graue/ Included /rt Rojra I/lies E/er 63.60 65 9 P/er4 50. 46t17(59P0.0 E/ev 91.8/ 60 55 SZJ087 Exialirq Grcvvd 5696/0'S0"E 53/+3700 ,S3/*37 RAILWAY PROFILE (A5 Sul✓eyed May B, 1970) ROAD PLAN F�T.flll 22'0` 2-40Duct6 & Bel/ Telephax d"'.Slab 90W91er Ma/n 6"6as Nain/ far S/ree 400).4j// & Series /M Pre Mewa ' Girders L ghJing 511&11 Z/O///V 75paosls @ 7-4 51' 4' 1 56' 0" TYPICAL SECTION scale 2yrl-toll GENERAL NOTES SPE6/f/CAT/0M5' DeWl? mileria are AYW on /%5 Jkmdard Specif/calIona 2r h'lghmay Br/dges, AmeNcan A,5lW01/6n of S,tak 11%?&Aa41 MICIO/s, mi/h werim 5,wc/Rcalions as //.py ymvern, All mater/a/s ovt/varkaranship sAO be rn a'raddnm ur//h the rrplfemen/s o/ /he Stale of Wash/nylon, kolovet/nent of l//ghufays. 51ardard 5pee/f/- WhOns for Road and &100 Conslruel/ou, /%5' Ed/1100 BORINGS :The subsa/ data arm' inlerpm/a/ans cb no/ k✓m a Ak'1 of 11V5 an1ror/, and are ava/Iabk ,b Nye bidders br /he/r in6rmalion on/y/ LOAD/N6: Lkad Loyd- Coxmle = /60 lbs. per cu N Fufum Wear/rq Surface • X lbs. per sp. P Otihties =226 /bs. per /mh of br/dge L/ve Load-WO-44 or Jura 24"ax/es @4'0'chs. REINFORCING: Bar min/brrnment shah be oL&med /qpe, In acrord3xe m//h ASTM A6/5-68, grade 4V unless otherur/se rated Lapped so/Aces, unless cYher- Wise rAlRd, shall be a m/nimum o/ 35 Lar d/arnelers. MR72AND CEMENT CONCRETE: The caxrele in piers / 44 end Ita/nys of Piers Zg3 s/aa// be c/ass B"mix All olher 0,5/-/n-p13ce Coxrete 543// be class AX' mix. Ofl%N UNIT STREaZJ: Reinforcing steel (/ntermed/ale grade)-/4000p6/ canwmion/n m/urms fs"0Q000p5/ /ens/on Concrete - Class OBe f = 3000 psi ; fC = /200 psi Gass k( fee 4000 pu/ ; fc = 160OR51 Concrete in preens/ beams shall be 6"ps1 a/ 26 aW. Cotrrele 5/reng/h a/ release s/kp// he &W PS/ m/nimvm, unless olherrv/se Xled. CONCRETE CODER: Too of roadivag sib and a// ol/jer Axahons )701 ruled- 4 " B01f0m d'roadfvaq slob- l" In malls-2" unhss ofherarlse s/burn Corxre/e paired aga/lIV awlh - 3" 5/KEW ANGLE: 4 20"6942" 5/n ®= 0J44670Z3 Cos 0 = 0 93872383 Tan 6 = 0.367/6894 REINF01?C/N6 BAR /OENTIF/CATION: Reinlbreemenl 5/.a11 be de/a/led acrord//q to the A. C L Marnra/ of DelaNinq Pfedlee. Bars are Mrked thus= f50/ ' ba- number (last two d/g/1s) bar size bar lOcallon (fefoot/ng, O=deck; etc) Ij E L = Z0"l8'27"Lt R ° 1900' T = 340.28' L ° 673.42' PI Back. 49t0468 PI Abead = 48+97.54 BUILT ANAL Eh SCALF �. O,C D by Du.Lh'r , '2, CITY OF AUBURN Q�0f WM O PJ.N_ 6-70 LEWISREDFORD-ENGINEERS � — As shown Q��.E �,�a,� o Checked by 15 TH. ST. N.E./N.W.S. L_.M , -70 34 COA'ti�l.l'I SI. EAG!\EhR,ti 10B NO .a Approved n No Pat Nevins,P.E. B.N.I. OVERHEAD q o Director of Public f `QISTrWorks GENERAL ! BFLfF"'L w+svlNc:TUN ,GENERAL PLAN AND ELEVATION osslz-oz /DXALN Iai 7r nx- at f Footiq L_.WA HALF ELEVATION -PIER I Scale: 4"=1' 0" ZMkilx/ Erick rn Sklloniray Center Slamd?Id Date Aknnera/s (No Dale Panel) on Inside Face of WingWall a3 Right of Approw&N Traffic on Each End of Brrclge (bee Abks Below) North Elev. 99.75 Tay Of Sidewalk E v �S Tao of 611-der w j I 9�Chamlhr � 11 I I I < I I� V II I ` WING WALL ELEVATION D-D <ka1e: ex l=0' See of W/re7 Wa/l VIEW C C 14505 A407_ L I A508 A410 A Coast. Jt with / x7z 1 `9 w 044// C091/nevus sheer Key- 3 _— 5-A603 A409 F405 Comt.L&W%rb2-1P7F" CLYIt%nn005 Shear Keys �9 r-- -f5Q3 F4cL� F60/ \ �� ^s' 3 1 L61 - 6 fS13 eP 0" fSo/Ian J L SECTION A -A 6ca/e'e'0eM4 Fa location of bars marked A6/Z <A6Z5, see .Serilan E-E Premolded ,,binl Ter (Typ.) 05 2'Cla3mfer- •.. vnnC/IvI X'V. IIW/ / v -r4J C rrJ.v V .6 117 ll/ E.F F •o �h cs J I r I I I � o E Z C/r. j j E "� l bf62 E.F. L 5 __ I I I I III I f466 Dowels E lop or Fca Elev 85-19 01WW Farad l . by Bere1ed2x4 , Berl A501, A402, A4W � A404 W/rq Wa// Bors A503 SECTION B-B &ak:i'/'-0. /x6"Fillel— W613®6` WING WALL -REINFORCEMENT DETAIL Pier A501, A" a AWJ e6' AGZS(Lap wilh 4501, - CA612 (Lap with Bars A501, MUZ �-'.5 bars A40Z, A4001-A403)J A404 eAW-Begin w/IA bar mua5f face of pe_*5la/ar/ /ap with /2,f 3ab3r SECTION E-E Scale: e7"=1`0" NOTES All expxs Y cornea of 990 of 5*oer are lo be filleted wilh a : "dressy-/ dpd beveled 51flp. Reinfoming /s B be mcule/y wired in place before Wncale 3s barred. Minimum clear dierdnee from Pace of orvele to near min- forticg b5r is to be de unless olherwfse shown. /� � � � I Bridge anlraclor Is to backfill emend aW plere lb sabgrade A and berm ele✓alicn w1lb6rwelBvrkfill as s&wn on Oeel29 BY Fa bearing pad &V growl p0 delails see shee/ Z5 CAT! Lie/ girdea in p/ace prior /o pawing 91rder slops. E. F ind/cales each face J�ilCE G. Ac ZEId/cafes innerfa^e OF indicates Oyler face Supply and rasl/ng of dale rwmerals caasiderx/ imldwldl fo the co91ract.�0jsreaE°� TFVr^..a b, I I SC,Li ] nhDp DnWn by U.x CITY OF AUBURN ��oFWa 0 P1.N 7-�0 21 LEWISREDFCRD-ENGINEERS — -- -- -- ---- As Shown Q��' c�,"'_"0 Checked — 3 I15 TH. ST N.E./N.W. a-�7o °' j Pat Nevins,P.E. ! CoN>l I I]%c e\(,INFE.Rs B.N.I. OVERHEAD foe vo 'a ,vvro.<a n - -- } N,..._ Director of PublicIF I �,sxl.;;rl„ PIER I DETAILS c-sslz-oz s n�EN� 1-71 Works — Cenler Standard Date Numerals (Ab Dale Panel) on lade ixe f 0 h fay Looking Ahead on 5tal/oning �onr�..d r• lJ Pat Nevins, P. E. L� Director of Public � Works j 95.4 97 // 4'oawer I &p of W/ry 6-W5/4/10"EF %0" 6-W5 v �o n 33 \ � i l Qe i i E z'ar. O, l- was EF? I Dowels EX WING WALL- REINFORCEMENT DETAIL Scale: g'-1"-0" Bars A513, A4/4, A415 e A4/6—) �i f Pier rd Bars A5/3, A4/4 eA6/5 b. o A520 + g Girder W6& e 6" 6rcoie fonnvd hj Beue%91xgS m//h A•Y,3, / A124(to wMb Bea A5/J, A4/4, 5 'b&s ®6" A4/g A414 B/-A615J A416 C A615- 154n with bar SECTION B-B nearest face of pedeelal artd Scale:o 9.1=0" lap w/111 /s'43�beia. SECTION E-E NOTES All exposed corners of 90° or sharper are b be filleted with a �" dressed arm be✓eled strip. Reinh r/ng is to be securely wJ16d in pHce before concrete is poured M/n/vxrm clear distance from face of mr)crele to near reinlbrc- irg bar is lo be 12j' unless othelwAx slnurn. Bridge contractor is b bxl(flll arourxd end piers to sutgrade arld berm ca'eval/on with aver Lrrkfi// as shown on sheet Z9 for Gearing pad and grout pad delaffs we sheet 25 Set g/rders in place pricy /o pouring girder stops. EF /ndkates each face A BUILT ZF indicates inner face D/.. fndieetes outer fdx �Y Supa'y a1d castilq of dale numrfa/s cm ere> incidental /o e cOn11dCf _ CITY OF AUBURN LEWIS -REDFORD-ENGINEERS 15TH.ST. N.E/N.W" u\�] I r; V, bSUfREFRs B.N.I. OVERHEAD PIER 4 DETAILS i �('4LF r�y'eF washre� n "• _.. As Shown e�<�xoPa n PJ. N. 7-70 S.L.M. 8-710 •o" 1 �� �"FQISTEPEO W I aW' -_' i C-6912-02 I fps/ NAL EH6� 1-71 ` F�49 c MA � Girder S1c�oJ Gran Pad (for Details see Sheet 2,5) Top of Pier Cnt9Yn of Pier Z & Pler 3 Ele ' 1 � (.Symm Alou1 g) l PIER CAP LAYOUT- PIERS 2C3 sCdle:,1,,l,o. LAYOUT -PIERS 2 t 3 Scale 1 "4 /`0" Approval m Pat Nev� . • '.. Director of Public Ll LJ 1 Works ■ ■ ELEVATIONS is . ;; SIR Able /5- location of elevations see 1 'er flevallon and Detail B. SECTION AT i PIER 50le40` GIRDER STOP DETAIL 5cale:e /10" M d E t I/� n SECTION A -A Gfcove formed by 4 Cd 4=2arPiers Z�� nnviA,V& WwrI I y YiA\VnwA\\ I I --- IL' E�oftinq I � I I 3`d I 5 kn t3erasi vxmte RIO PIER END VIEW &ale:a of Pier Wa/l od of61,der-, Beaving lop of - Per Wall r /flevaAcns S/nwn in %bk are to Hero `0' Beam DETAIL B No Scale 1 - CITY OF AUBURN L.ENVIS-REDFORD-ENGINEERS --- 15TH.ST. N.E./N.W. F"•I'FFR` B.N.I. OVERHEAD PIERS 2 & 3 DETAILS 8 P410 EF �fqua/ Spares FACIA WALL DETAILS ,kale: d'' Me Note: facia mall s1)011 be poured eflef 5dewal* /s in pl&e. 110MM All expowd comers of 97' or 5tg3roe are to be filleted with a �"dressed and be✓elect strip. Re/nforciN is to be securely wired in place before any coxrete is fouled Minimum Near dielance /iofn face Y concrele to near reinforcing bar 6 /o be de un/e55 01/,riw15e OW12. E F iodieale5 each face. Anticipaled pile tiP ele✓at10125 fof Piers Ze3 are 35, be/wo bottom of IcotLxt ele✓alion5. for bearing ,O ergd grout pi' de.HifS See JAti & Z5. r, F y s, y �. RFe,o �'T�ONgL EN6� _ As Shown ..r" o� wnyeN O P J. N. 7-70 i Q� a ego S. L. FA 8-70 . jou AO - kppr,v,d f, r C-6912-02 gfGeSTEi 1-71 /'x 4' Shear Kays 2"fxeep/ 4, f" fr ext pir. o/ /nt Piers. Om// Sher Aegae a/ exterior /bee of I/'o,jrr =700.Beams less than /021Y C-C Ab— exierror yirda+^ ^c ' 900Boom5 /raarr than /02 fi c-C Lrg. The hp sur/bre a"'pi)der f/angers shW/ b< r P!r Oo no/ ` Li/Yi L s, S- Osfronds. u trnwe/ r smah oggregde /h/a poVatr sHowever h5< c(Pick up ✓er/ico//y Pr er -.Sb� /noxmum derib/,m /itvn o,a/on< surfoc< shall bez 4 O��Q 0 � > s Nk a° T u1 0 5 � � I �� Cen/er W'yrov/ty, Mio/ e �horped s/ronds I�'OOpm hde 2p' a No/e / s/.eor' Key excep/otextertr B'Norma/ /o skew emvp/ — yirders ami/ heave — f 0 e A0"Lbnphroym Cen/er of yrov./o/ — Dtoi/s A to ' � �stroight strands. NOTE: X=/75 ft X � Q�^/'g Recess Lb}d%' except for g/rabrs mar/12,rosAkoyhyvth j Ni r Ns (Norma/ to sAew) Liu'}iiig /myth Beoriin.949End Aler X= 4 -245 }--lOperr hiMe . SAew Any/e O•% 450 SECT/ON MRU WEB AT /NT DIAPHRAGMS 04 Cost/lag Length �r/'-O J GIRDER ELEllANON // the ///Ying loops exl'~ /hru the roadway slob they/ shall be cut offP/rcr to pouring of roadway slob. A// /rftiirg stro/aes ore of soma moterro/ Ong, strrngth os prostressing Strands IYrop //^i;g /sops so that each strand w/// carry its share of the hub/ /rod. ExlirrA7 ///'tiny /cops to w/%hiii 3"Char, of the baell m of the yiiw'en / r " Topof Giio'er, i1 x / G/ e'f 2 G2 e4Stirr., / G8 e5 3'-0• 9" 2" G6 sd Hoops Harped S/ronds 268 s6, Fu// /myth Sollce 2g' 6 2z Sj .9' III I I GB 0271es� 69 e3 Ties Loco/e os s/pwa (29 Kota/ per End Bloc* no sMwr 4 rota/ ® Length Moll ■ loll .I ■ 0■_�___ pal` r r•r s� 4Os3x2`- o skew L2 G// x2 L 1 `5 s3 75" END BLOCif E1E11.4710N Y _ Sin B or BE Cal o//strands flush un//r The /rder ends exce t os indicated fbr /nt Piers. .9 P Poirot ends of Plush s/rondr wi>h an approved epoxy resin ,¢e7 End Piers. oft or Ir 5OrA r+�t8 PecIS r �d � ZP rr� 45emar 61r5Noap j'469 r3T.•es oadiicvio/ /M sgewed spans. Tier 2'-3"max. S/itraos PLAN SECT/ON THRU END BLOCK Skewed S,00ns Extended strands no/ shoran. WDle ua/ued Fo for Girders AawtiB, _ -Odd s/rand always on Y Gi der A 6/ro'er I STRAND PATTERN AT GIRDER END �Horped strands only) Stroud heal'la" 'rvw ner shall be as shown /O, O, e% 6 6H P /ntermediote Did/ohrogm NOTE Y pbiht ot'spon for- soon /myth BO'O" or greater. ALL DETAILS ON THIS M/d Fevnt at'sPon /&- span /bvigth 4o<O"><hi B0=0"c.-C A6.gs: i SHEET ARE FOR No / trrmediote SbNroym tb soon 1<n9}h CO'-O"o /rss e. -C. Brys. PRETE!✓SIONED STRAND r-;"x3f"'x7 Sh<a^/i'<yr. Omit sh<on lrca,/s of Symm obi it soon DESIGN ONLY. ext<rioi• fbce of exterior• girot</s. exrept os shown /rroted -2"OO�oen Ha/e 2' ">aO,oan Nar< iro/o/ot ex/eria^ iders omit hdas p/OCe /n9<ris. e Dioohroc�hm Norped strands splayed ' 40/.4a=7" 1 6" 4O/,�r•7" 2• 4ND PATTERN AT g' SPAN Strand location sesaence shall ba as shoran /Q, 2Q, e/a . 1 �3 �'s2Ties I I G3 'rSx2'-1" G 9 /nt Piers. Horp/ny Pont � Ex/end<d S}roads �7 /nt P/ei• oed s/ronds /wad/<d bruin. hoiP/ilg Po/ii/s. OIRDER SCHEDULE A// s/rends sha//4- s ffiOPM ;4"Dimes. AD At Bear/n - 9" O/MENS/ONs BUNDLED HARPED / STRA/6NT PREZENSIONED 2 Q z J C HARPED STRA `'� /6NT ♦ 'e atlas of C G SAre/ Q Q B N N Na of cizFing Na o/ docAri/g ,� , y k 6s x St Fa c e SA owls /Evre ti Aroo (/n0 / MCIy V Z S �K/Ps� (K'P-s�: Z E.FFieFe I Ante: ) d -5500 xv fr a// olAim 0W'/7"(fp N1 i" z" z" gf% / gP�2 Ewe 3 Glydera- �wn 3) N G2 e4 See sheet Z9 for i/reerls kr q realer main /,v/get /nser/s ,6 �'Oygr b R be plmd a/ lime of "/;W. � pan / \ 5p3rr Z \ Span 3 GirderA Gi 7k C Girder E ?"Clr /"C/n Girder B Girds- D Girds" F GIRDER LAYOUT 9i" S" 9y" I I Set Screeds 4 Spore () O b 1L� �_°------ —-------____ END BLOCK GIRDER TYP/CAL CROSS -SECTIONS GIRDER WE/GNTS 5EC7-/0N Toro/ wevght on<6iider ;r no'B/A.I 6/,der /b�in>y b�/in tX ff24 694 93, 900'r f Standard End B/oa (Na skew 3'-6".(wy cos/ring Length /VOTE Extra tout/on must be erero/sea /h /wad//ng and p/oaing giMers o✓er /Fnecessaey} the gi/•ders shall be .traced }o%ro//y M ,w-e✓eat hooin9 or buck/tray Apyrn"ed by _ Pat Nevins, P. E. � Director Of Public L Works LOCATION Glider -Bat F/onge S S/r Finish Grade L,s�e SCREED CAMBER FOR GIRDER DEFLECTION For romber re) see "Giin'er schedule'. BAR LIST SERIES 120 GIRDER rnsrans are o /' /o out SIZE BEND/N6 DIAGRAM 4 Str Skew 4 I Yori<s 6 Hf� 13 S" < Tro 'o OG2 tiA, 1631 Top Flange GSI E/M B/o< End BhaA - Ties MOTE: For Mir dim. see alfw6rr schedule " AS BUILT fg • 40,000 psi LEWIS -REDFORD -ENGINEERS CONSULTING ENGINEERS Pt LLEVUI. WASHINCTON 'n �ytCE G. A Str 5 A ®+3 *I a^I Sz PLe1N R -tortes for /c0. skewed spores 'ao 4 BEARING RECESS DfrA& •� s'/ /" rr/ 5' xlssr A/ gliders ® End Piers only �© 9 NOTf+ forms for beormy pod recesses shall be constructed and B fos/erred in Such a manner . as red to cause domoge /o /he Skew ong/e g/tders during the strorAd re/ease operation. CITY OF AUBURN SCALE {Opp D Sb.<• 24 No Scale �WM Q4a ---- O a c-b P j N. 7 70 15 TH. ST. N.E/N.W. _ S L M. 8 70 of 34 _ B.N.I. OVERHEAD 10e NO Q Arlr"..d b_v File No PEr'/STE0.t'� GIRDER DETAILS c-6912-02 s/ N e 1-71 74 5" asy3 s11•37 Prr4 BEARNG RECESS DETAI L GIRDER SLOPE Pier / I O-ZZ&7" P/uZ -0.4215Z P/er3 -1.6786% R6­4 1 -Z.9178 B"g 71„ Slope ee.r.e^%/�N rold'p �I I L_� i I I 1i FL-- -__L —_---. S-a0/Fu/l WA 3-£60i full N,d1h (Z:j W/n. Laa)— %>aRchfixW RocBel 11)36-1 or Equal Ze 63]7." Dlm. A10174 f End Diaph. A44-1 I (Ab/ ��/h/sttraJ)Oyer/ 0 BArw. Glrchrs L� I I =_rA*] `fW A5TM A-432 Full le�lh (2=5"Mm. See ibxla Dela//s" Z-E704(Tya Be/wwn G6v or Precast A.STAd A-432 lZ fnKW; e Jn/ms ; LVIDWrer lvlu " •bu. Pat Nevins,PE. Director of Public Works fl ✓0/N /r Nonwl TVof(5 /W k' Fhre AsPW/ Overlay (/se s Edjer (MY in 1hk Can/mc1) ,N ----.--__. - 450411e/ Between Ole6r,s .1�\ Canst ✓0/0/ w/tb ldx7f" (Typ.) Shea' Keys e 113" c1 s. E405 Stirrups Fall Wld1h 81w17 Sl/rrups — Z E709 A5 M A-432 Between Gliders L Z"Exced 41oat ExkNOr Girders a/ Pecs 2E3 SECTION A -A Open ,b/nt Arfavl) SECTION C-C No scalpp itend Exoafl" ✓an/ Sat/ .b Oaode fre of Ratdway 3/b of Pie_a 144" lA5e 9 " Open ,b/n1 (Normal) SECTION D-D DETAIL E No Sca. i"7h/ek S✓nthe//c Closed Cell Expandef Rubber ubinl filler Cemented w ✓oinl Sea/ - Closed End M/ofmal b track al Plea 243 C~I D D*-] EXPANSION JOINT DETAIL `Note: Extend seal .b arts/de face of slab a/ bens 1EQ lb odme/A sea/ al Pecs l44 Aro 6ca%e le "Fulure A4aWl Oye lay (Ab1112 lh1s Conhor/) —j 7/1ets Bebeen birders w;?l with 1j"xYx7e'" (eys e' 1'6" Max. Between G/rdw UTM A-432 Vth VIEW G-G Cut and berx/ See Delall i ildb of Cufb Back Pav't End of Precast yertn 6/fder Schedule 0 Shee f 24 METHOD OF ADJUSTING ROADWAY ELEVATIONS FOR VERT CURVE No Scale 1wsfbirder Ouks/de Face of Ickdesfa/- /{• /r PIERS I E 4 f 0/ro'er NOTE -A// longitudinal d/mef/s/ons on /hl,5 sheel are rxima/ 10 E Pins unless o/hefdWe shave. PIER I PIER 4 ROADWAY EXPANSION JOINT AT END PER Scale o "'/'0" a e E ✓an/ See DebIl ftbrma/ b Girobr Slope f Bfg. Yar/es �f Brq Girder N 9zr No%'" Girder A: ll.�' , l/q " / •, End of 0l'0"Cross t 6/ b/.. Girders m1 � f Girder Typ. B g. Pd 6rou/ Pd� Top of Per Cap &dllel� lbGfade Lag// Intero Gi de s ///., � 'WtWe/oce /0RocgwaySbpeTaw,- ExleriaGifdea ofCvp off. G PIERS 2 4 3 AS R u 0 L GROUT PAD LEWIS-REDFORD-ENGINEERS Co. 7 :.II`:i EN(IISEEks Ail fi:TV .. _.I N/:To:N CITY OF AUBURN 15TH. ST. N.E./N.W. B.N.I. OVERHEAD DIAPHRAGM DETAILS ---T Level (Tya) ROADWAY EXPANSION JOINT (lNT£R/OR 4 EXTERIOR GIRDERS AT P/ERS Z C 3) Scale: Sl'ALE 1• OF Drawn 0; Sh.., As Shown Eor wug4 P.1h. Q oho .7 =7� ch S L.�M 8-70 loe No /STER�W C-6912-02 NS'�� 1-71 I/ `X14 Top / � D508 LWW / /- D411 Top Z 15a5/ NW /3Sp..ed'=8'B' /4Spaed 94 " 77-DOI Tm x-14-/lari2 Ten 65 l"Y Tr» i Alternale 7aOl 2n %aced Aller to i ------------- "�411an/ - - 1 2-D814 Tip. Each \ \ Girder-S, p / \ --- --- ,-------------- 4,�E707 - -- -- -,�---------- --��C- _ Bohan =,Span / - --8=D508 - - - - - - - - - - - --„-------- --- - -- - - - -D609 ---„------- - - - -- -- - - - - - - ----1�------ --- 1\ - - - - - -- --- -- - - - -- - -- -, -- — — —— ------\7----- — — — — --- 11 kl 145M 6e'-9 14-XOZTgo _ 7L.5gxes e8'°50'd'; 77 D;O/ Tap - - - - - - - l5 D60Z Top 7-L7�'Q6E 11 X-D603 L09-OL04 Bo)%m f%Yed Alleraale 15-X05&/tan 7-LW7 &Maw (ran 1851 J BarJ Typ.) Placed Allemale SLAB REINFORCING - SPAN I 5r�le. a ",/vA Oul,5 de Face of Bridge D814, 0815 ar M16 OWed Ec9e z Half Rand Drip Gaon D.m DX9or D5t0 D411, D41C or D413 Sid WO 24'0' 9'e F Big. All P/ers 9 D4/l, 9D4/2 E (Typ. E birde s) 9 D413 a d" Too m, slab 8510 C,6 .S'J9 (� e-Gt5/0 ed°Atom lO" I SO8/41Dd/5 aDd/6 rm. sun G/rdevs AU Spas Clip Each Girder) Girder Acyr,,d by Pat Nevins.—P.E. Director of Public Works 95 Botka 8/-OL03 &1-0604&ll0m Placed A7lelmle 7-D" 9 Bars T) Dm5 Top 1-9509 Bntlan D;07 & aced Allen e D412 Top -------- ------------- ------------------ E60/ -- D60/ --- 9-04/Z Top -5pao Z \ \ -------- �`-------- - - - - -- ---L------ - - - - -- - -- \rE707 E707 Z 0615 Typ Each Girder -Span 2 - - --------„-------------------3\------------- \\ -\ 1 \\ SHb Tau All Spa as --------- „------------------ -- 1\----------- - - - - 8_D509 30//an_,�an 2 - -- - —1V--------------------\r-------------- --------------,\.-------------------- 1\---- - - - - - - E60/ - - - — — — --- -� —\, ---- - - - -\ --- - -------- - - - - ------------- \\ \\ \ -\ - - - - - \? �\ -------------- \;---------------- — --- - - - - - - - — --\ /33pa ed B" F4Spa p8''91 4D602Tov 161 Spf< s Oe b7`4/ l6e_&01 ko l5 G�OZ7oy 7 G�Gb e d/ 06Z E 61-LI664 561bo P1aceY Allemale L9Q52ndan 7-L%07 Botbrn (ran last J des Typ) Placed A/lerna/e SLAB REINFORCING -SPAN 2 Note: For tars rndrked E601 E E707 Scale e'=M' see steel 25 9 /5°St NW (Cronin line) i Lap T1' D&z 6 9 (Typ) as e D602 ed' Cir D603 e 8' Tran5ver5e Tdpsverse #"Faure A,;ohall Overlay (Hal in this Comfar/) - For Handrail Deta1/5 See Sheet ZB -C646, CL07or CGOB -level Cons! ,b/nt mirk Roughened Surface (Typ. ) 7Girds, Spaces a 7`4 514- TYPICAL ROADWAY SECTION Gr�� Shave Nord to f and looklN Ahead rn S.Hhopho for Bars /n SideaelA, we 276 20 _ CITY OF AUBURN SCALE LEWIS -REDFORD-ENGINEERS 15TH. ST. N.E./N.W. As Shown CON.l iIIM, Fy(,IN' FR9 B.N.I. OVERHEAD JOB No [81 i ['I� I WASHINGTON SLAB DETAILS I o-6912-02 a & NW JeFPOR nag P<oy1 / • P s� g eC'STE0.E0 �� AS BUILT D,..,, or D.rr P. J. N. 7 70 b> 34 S.L.M 870 !,_ __ / I-71 E /5 r,5L /4$rDa8=9'4' /35pa®B`8=8" .5-WZToy _ 141 eB Kt4=B; 1464-LWIIgo HLYOZkro v 4'-O" 1 -L605 &dfa &-X0 <&-aO4 &tlom, Placed Alternate 7-LYo06 E / J_C403, C404 a- Lasl 3 Bal 1 7-X07Lb1 o u Level 0905 Lorgi/. - --- ---- - - - - - - ------------ c-------------"Chamler Sore: f/z_ 9-D7443 Top -.jaan 3 c -------------�L------------------------------- _- - _ - kC/c \\..�-- --- L-----------------------------�[—.-------- l - \\ \\ $ �Leve/ Conn ✓a'ni - - \\ --- 7Cr �- L ----------------�c------------------fit---- _-_--- - �- �\ 1-707 �-F707 r o'°Chamfers 2-40 Ducts & Bel/ Tekph" \\ \\ � \ - - - - - - - - m Na/h Sidewalk Only. — — — — ------------`------------------,\------------- — --- ' ------ "HallRwve ---------------- \�------------------ Ar BL15lOBo1lom-,�i3 £/5D5/N.W nd l9"mCptlil/ne�l Sideu�/k Drip Grmve W - _ \ _ - Por Street L 9h>i1q --L——— —— ——— ——————————-———— —— —— — — — — —— ---- -�v------------- --- --_ _ --- - - - - - - - - - - - - - - - - - SIDEWALK DETAIL -----------------------------------\------------ --- - - Bars Masked C50/E G501 dre to Lr P6ee A/le19 ______ - - ---------------1c------------------��- ---- for te%piane cor�ulr expansion deta//aee 6/�et 29 2Ll9/6 TUp Fach \ Girder-SPsn 3 �- --------------�L-------------------�--------- _ - — -- -- ------- -------- A- n---------- -�- 05/0 Boftn \ \\ N13 Top \� - --- --- H-LKOZ Top 163 5AWts &8"' loee; 164-X01 Top 151%OZ TOP 7-L�06 &-L" e8ZWV Bottom, Placed A/termale .(5-0605Bottom T a07 &ftm (Fan /151 3 L39r5) I%Ce-/ Alternate SLAB REINFORCING- SPAN 3 Scale r a - /' 0" for Bars Marked E60/EE707 ,see Sheet 25, GIRDER LAYOUT DETAIL- SPAN 3 No Stale FACE G A J wad « 'Able: All girders for span 3 are parallel io Linexo�y; �f. RF R9 a AS BUILT Q/STELAE �W �oBAL ENs� ev4y "�_.__.DATE_5'!._,7 Aonro.ed bv — CITY OF AUBURN 2 _. __ As Shown �.E°eoP P. N. 7-70 L_)~:�ti`IH-RFDFUR-D-ENGI�;f?FRS I =� oa <� � 34 15TH, ST. N.E./N.W. - S.L.M 8 70 I Pot Nevins,P.E. CONSTA TIN, ENGINEERS i 7nB NU 4pc Director of Public B.N.I. OVERHEADPec�sre°�'o Works wsst115� rua C-6912-02 ._._ ._..- SLAB DETAILS II �� i-Ti 7e 1 °Cn N MA, % 49 Rai/ fbsJ S ces 6=0'• Z94'-0' 4' d� M' 3'- f�-/Exoarxsrn ✓Cvni .£�L>°1o/Pa�t E/evsiron lei/ir�� ". /0`& %�• l'O; Back a! \ ¢ Stdeura/k \ Pavement Seal Join/ ¢ Sidewalk Joint f Sideura/k ✓oint y T¢/5aStNiV. ¢Bug Pier / F Z \E &g. Pier 4 'mamally 4Rai/ ,Pori/&,OcR io�✓cvn/, ✓orn/ �5-C404 �SC405 Ls,-rJe/A/A)Z C 3t! ryp f"Coro Plate r, 4"x4'xa S/te/ TubirAl Rails (Typ.) I� � I Grind Weld 5rtaoth �­ 60x6"xj• 5teel Tubing Post- 444Chamier-- %0AX5 Y &JI (30 Threaded) — l�1 6 Conlin. C66b. C607 or 6609 SECTION A -A 5ca/e: P•/'00 es L" Z4=0• = Z64.0" PLAN - RAIL POST SPACING scale ,%Z0' Winq per i WIN M Back or Pavement Seal End ExAsnsim ✓onl ,See L>e/ai/ =Par/ E/era/ro�- ,Pai/iiq •, Weld One Side On/g #` by or d'A'10mol OWA13y, (l✓af /n 7hk CcntMrt -� Shop Weld A/l Am& ,Bolton of 4•Standard 6aly Skel Pipe Interior Diaphragm Couplings Elbow g a� SECTION C- C ° Q scale ,Ie s %o° ¢ Pier l P' = fbrx✓ers `4'Std Gak Steel Pipe IF EAo. Lboh, Car S/oPe ProkUian _ 6 6 _. _ _ ELEVATION 'JeNdivVe ,'\ \ i r 4 `4'o'-Steel Tubing Steel TubiV ` , - ,\ \---Grind Tubirp as Rquired Grind Ledge 1 to Produce Smooth Moolq A x450(Typ.)--1. Extension ✓oint. DETAIL 'IA" Scale: if„_ l=0" Expansion ✓oiol Derail applies to all three faits al expansion joint. ¢ Rai/ Post c Car 3/36 d Dreln PLAN ScalerIPIV BRIDGE DRAIN DETAILS For Plan IOC81100 see ahee/Z0 Filer Chipped Out Fran Top e` of Sid<_ruale INSIDE ELEVATION - SIDEWALK JOINT Ab 5ca/e Able frxsdew3lk ioln15 al Piers, see sheet & o • F llef Joinl SECTION B - B At 510(eWalk ✓o',?/ No Scale NOTES SHOP DRAW/N6S fof raiibg shall be Submitted for aq"val s/xwlV complete d/memsiWs, detad5 of fabrJcahoq and includr an Greco m diagram. melerials used 0(9/l be epecifiEd on /he drawing. STEEL fOR RAlUN6.5, pwts, w5e plalEs and anchor plales sh_/r mmform b ASTM de541,v11bn 4,36. ALL 5273 shall be high tensile steel cenkv2n/rug .b 4J7Mdes1911u1io,1 A325. Bo/es, ruts, washers am sbims (if any) soul/ be qal✓ «2I.E in ;accoidaIxr with 45TM designanon AlZ3. 9EINF01?C1N6 STEEL a45/l be inacrnniancE will? ASTMdnvro%ncn A615, Grade- 40. ALL RAIL ELEMENTS andposis shall De qwl? 3 coals of pow as caned for 1/1 IDe except thal sprfaces X be -n con.Dct after erection shall be seen 012E ;hop CCat Build up fo ObHin Full Throat 4 Thickness for z "F//e/ ERECT/ON Rai/ Posts shall be sel .crocal. Ra;r tuoe,, shay oe set 2 RACE G.4, Parallel b madway glade. Anchor bolls shwld be he/6 rg/niq �pJ o Wnsxrys Oy in their corlect P0521/on whi/e pour,v the s.berma/h ,w a: to h oblain Arguer a/ignrMnr of the post. .Shims nag .he used for final alignment of /tx, ,ousts if rear-✓ PART ELEVATION - RAILING PART PLAN AT RAIL POSTS Ian °/3TE E° �� AS BUILT 5cak: P• /'0• 5ca/e : /'' /`O" 3srnNAl EN�� "°p'°"`" by: CITY O F AUBURN SCALE: .I, ). E Dre.a by: Date Sheer o� wxyxt O P. J. N. 7-70 LEWIS -REDFORD-ENGINEERS A5 Shown " 15TH. ST. N.E./N.W. Q�. -so Checked by: of 7 Pat Nevins,P.E. CONSULTING ENGINEERS S.L.M. 8-70 Director of Public B.N.I. OVERHEAD Joe No. �o FE to Approved by: File Na. Works BELLEVDE WASHINGTON BRIDGE RAIL & SIDEWALK DET.rS o-6slz-o2 FFs °'STER �a 1-71 7111 S R aSy3 51/-4t m hm Tube (Tqp) Outside Tare of Stab am' Sidewalk—, Tqp>..-�� -- Chamfer tt 6° 0 e'6 Bar a z�Axhor Plate �/"l q:.gyf" (front of Plate / Steel Tube fat ce of t/17 wall '6' Steel Tube. Ciri/Ad as Regd to AI& Expansron IWOMMent Inside 4'x 4% Tube. — 4%/-V I10&se Plate J 4 ea Ho%s (Typ) Oversized to Focititate Placement Pdy bmh13 of Gravel Fill 6raoe £lee &idrh/1 Pers le4T 11 Bearinq ,.dint Fliler /0 Gauge G"xd" Wire Mesh Reinfaeing ' ell Eniqunkmenr S/ape Wing Wafts SECTION A -A No Scak f1d0/Eonfim 106 6 "6" Wire Mesh Reinlbrurx' --------- -- h Env' - 2z�Gax. 5kaee Holec�M-n Gmne in Slcpe PiWect/on 1.ti 1.75 (Normal ro ( 6r Ddla5 e flan 6'P* �l Piers /E4) Gravel Bwirfill 801hi/0fa1ifd Subdrafil Pipe SECTION B-B SLOPE PROTECTION -PIERS I e 4 No Scale /3u Lmi/s for " JJruc/Ural Exvw3/,vvl �'' Peg ClmifS for Bxraa TYPICAL PAY SECTION PIERS 2 4' 3 No tS^ah '440amc filler Tight ill 411 Around Pbe. Seal wiln //ol Asphall - __i� A)" Did Hole Thru Beck Noll for 675 Pipe. — 6"Gas Pipe SECTION -GAS MAIN AT PIERS I e 4 of r t P!er 2 a.3 be' Blcrk (Class B0allvele) Pay b/n/k for rB Grave/ L�xAdil! � t T - oT r Peffaa2d Bacdfdi Pipe Each End Brq. Prer la4 Pielrolded ✓ z2l filer - 1 1 — — — — Paq D/o/tj for Gravel Backf!/l l Pneumarica//u pface>cv p 1 2U"deep mrKiv* for 51;0pe d prolection (Typical) /fringe Groove in Ape Pforecllon Toe Block] B PART PLAN SLOPE •PROTECTION -PIERS 144 No Scale NOTES (Coixrele Skiae p'aecrpn OL9// be avWlucled of p7eulM1l 011y p/dC9'I Of WUle cement caCfele. 25ee plans, 5pec10/ 0r0V1smns aa( s/amdald 6Pec111c011on5 fa further requiremen/5. L3 Paymerit for 'Concrele 5/0pe pV8C11Gn' shall be per sq. yd of /bzk g Slab sb Reial 60 _ Gr1177ell Onivetsa/ 1/kW/ 'r No. 2B2 (Lateral AdjuslmeN) or Equal �Bo1 om of Ro�may Slab \5c •2"Ne b Cap L7riew a?. Caller ✓am Nut y k 6ld. P/pe, Install Plumb - ria so "Washer _! -- Hex NW e Lock Washer --- r6a/v. RCd 61,I0, Gas P/pe -% 601717ell Pipe Ra/ or Equal GAS PIPE HANGER DETAIL Ab Scale All meta/ b be gaNanired All malena/s relatitq to gas main instal/alron to be WA011eJ a/ Washin'/orl AWilat Gas Co, ald inslalkd by bt*e 07114 cAY. Gas pipe )0/Ve✓s b be 5plare dt X' nax. (16pipe haa'ers required). F Apron Win' Wa/l- Preformed ✓oin/ W/„0 Fi/lei Between Wa//ard Asphalt ��-------- AC Io CoflSdw End Concrete 5ideva/k at - -.Slab End of Slab I I Reformeu ✓oin/ Filter Between Wa// a�M Asp',a// Y- �Budf up A5phau Apron ?be6 F1'e&lned Joint filler Belween t &V of Caxrele av kiahall Connect y—F to Sidewalk uri/n Cotrrele Nalrs. SECTION C-C C096M Level ie **%plan Gtrd5 in 4 ' tkwth 510ew3/k Only PLAN 3-0" 2b' 5' SECTION D- D ASPHALT SIDEWALK APRON Scak: me Note: Prowde )bur d4aholt built-up apro/u; one at each s/dewa/A erd WATER PIPE HANGER PLACEMENT DETAIL siak: 1'-20'0' 9M kpba/hc Flle, rgM i ; h 2arol Fit Amin Pipe I L__J a ov Sea/ with kb1 A5pia/l - ---- ---- /6 Slrengi - £Pipe 22" Dia No% - - - Grinne / Skndsrd rem thru Back Wall 147D. DL&le Iran l/!xJ/ Fg /37 ce for Water Ma/n- L---- --- War Main aE'ual) t WATER PIPE HANGER DETAIL SECTION —WATER MAIN AT PIERS I E 4 scale{'-M" No Sra/e �Pi�yem' Joint F111er - _ Be// Telepinfm Doc& (cap &* Corxrete 5/de64k Pier/of 4 Wad A7 To &It &Xwxo? Boo/ -rM Slcel Pipe Sidewalk ✓ant al RM 243 4"Dia. Ash Ca/dlil (69/vallized) Open "/?t brDell kkpraoe EAcanscn Cm °* Fasteired alilh Aeeowl Cbml Chamfer l 0 6 40xt2"Dbak 2# to Tape „Hint 21/" RDvide Recess in Sidewalk b Clav A E.rpansion Boor $"5pecl3/ Thin 513b Inser/s Note: All malei/ats frIM179 b tekphone conduif insla/1alAon SO/ Beam /lo%s Ho zoos to be supplied bq Fbc'ifr Norlhrdesl Belt Tr/4/a'rone Co. and installed &j bridge ctvl/racAOr M Scale 46te InWJ fa wafer main hangers shall he placed in gifder webs 4' Sfee/ Rpe (Ga/van/zed) 50 fheg ab not interfere u//th p1mll-essrmy slramb am' ate/ v� _ hams fa// cheer of d/aphrag/n5. /'G pJP\CEgCN +(C Imyeelb star//he cbceda1 lime of c6sring. Z AS BUILT SECTION A A i a No ,Srvle F oaeta � / tip Approved by: CITY OF AUBURN SCALE: �-I. �' wra `xF0 Drawn by: Date Sheet Ly LEWIS REDFORD-ENGINEERS AS Shown Q�vt°` "'""=gyp P.J.N. 7-70 Checked by or 'ELF. 15 TH. ST. N.E./N.W. S.L.M. 8-70 Pat Nevins, P. E. CONSULTING ENGINEERS B.N.I. OVERHEAD JOB NO. y " o Approved by: File No. Director of Public ecrsT¢Rs'G� — Works PEIt. F;VUE WASHINGTON MISCELLANEOUS DET.tS G6912-02 1 L N I-71 Ct amfer O 'O End of Slab 0 Sidewalk Non- 5Gp J' 5/a55 ar Mc Machine &rew I nm 9" ,- Lighi ,5?dnaawvK9•01war de i,ot ..-.c/ ri) lh.;s mnfrac/) - Base R (i+ht 71.r/ude�' in Dies Contrxl) e 0u/�„✓e face of ✓/at � Sidcua/dE Expanwo aid Del/e, �&111V (i" Tola/ Mow ,90'Def/ecfron) 9"x4xe0Slee/Tbe)eai/ E ion - whin/ M�rrnenl Booding Jumper dZ. AA"ed (Either Inlerna/ o/ Ex/emal) PLAN CONDUIT EXPANSION AND DEFLE Type Czvvo// rr11/rq �Deave P/q Tails 8 GOP Ppe 616 nl�ll urrmaar &vr LYa /r YP) /'vOra/n Firmly _ V •5 Threaded in 7"End of Corpdu/l F/11im SECTION JUNCTION BOX ✓ewc1lon box and cover sha// be /al d/lpad galian/tm' Car/u/ls /o Die atlorhel ,b /u/,rIioo &A with slip rl/era. •T, CONDUIT DRAIN 15e a/ lore pow& l/lal w//l ral be draiae by jlmcl/c» dies /n b/rcge alrb dl?d as direcled k Me em/neer NOTES All maler/alu pre/ain/ng la //yhl//q are Ur 6/06 CTyp.oa/) to &o SUpplled dy Bridge Corllrador w/lh the except/on o/ Base Pale, 0/10u/ arm' lighl S/andard &p9md parl of U &a'ls should be greased appzwowle/y £, tt14 arxt wrdplo& wi/h P65/16 paper LIGHTING DETAILS 6vrlda E/ev. 0-4-4 /-J-7 S- 6-0 6-9-8 9-10-11 30-aJI-39 e'9� 4/ Z6W-45 TYPICAL PAY LIMITS- PIERS 1 $4 Ja d" Rey 56.0f ; Organic CFiyey Silt l - Z - l Soft Clayey Silt, with 3°-441eat Beds FC 5afd w/M Si// Layers 4-6-9 6-2-2 6ray:ModDense FCSi1ty Sand Soft Si/J 6_y_p Clayey Sib Mod Dense F-C Send 0.0_Z3 6ray, Mcd Dense F-C S l/y ,Sind Akn' base Clayey SIDI A, 0/q, lv#ai layer 9 - /6-M Dense, fi/wr 6/ay, Mod Dense F-C 5ad Trax 6111 l0 /Z m Owse, f/ne -Medium l/-/4-/6 Dense, F/ne-Coarse Clayey 511t /0 9 /I Mod De/ue Clayey 5/1.t, wood Rags. Gray Dense F-C Sand, trace Gravel Efev /2.0 t 351 TEST HOLE DH-1 Sia. 4,5 .39.50 TEST HOLE DH-2 Sia 43*94.50 Surf" E/ev 570r Su face flay SB.O J - J - 5 8-7-9 1 0 7 2-5 019anle 5/// Silt d F Sand 6ray, Loow -Mod Dense Fine S111y &W Soft C/y. Silt /0-16- 9 — -- 14d3-/9 B /y /6 19-24-Z/ /Z-12-11 Mod Dense Fine Coaae Sand G // /0 Cnse 470-17-14 -- 5-7-/2 rxcasianal40'S"Beo'S Clayoy Sll1 11-11-27 _-- 12.5z /9-6-9 E/e✓ O-ZO-/7 TEST HOLE DH-3 Sla, 45+20,50 Note: For Local/on of Tesl hol s, See 5/ne/?0 CITY OF AUBURN ..A - 5 TH. ST. N.E./N.W. ; ., ,I t i,FX1'Iti RED FORD i;NGI'\I:I:RS No Scale Pat Nevi B.N.I. OVERHEAD .,. Director of Public a,..qt .,.10N C-6912-02 Works _. LIGHTING a EMBANKMENT DETAIL Loose FM &/V Sard w/ l' Bed ap.. Si/r 6/ay F-C Sand al/varyilq awls. Silt S!/1/er Corley Silt &// f Sand interbeds 6ray, Deme F-C S///y Sand Hard Gray &// De%ue 6iay Sand 0 6raue/ Fine 611/y Sand and Silt Interbedded -1.5r TEST HOLE DH-4 51a.46+5750 PO.T AS BUIL n,,.n 5. PJN _RLG. 8-70 Si,LM,-- 8 79 _._.- Aahh Coro Goa e BEGIN I=40 TAPER r CONFORM - 14+20 3 y} 15+80(24 LT) Wit A,hh. 1 G 4' _ST.W Z m 120' REVERSE CURVE as N AUBURN WAY NORTH PAINTED CHANNELIZATION N I S (/ / / %- TAPER 1•q0 BV OTHERS 35 i� m / 12+10 TO +50(6'LT) INSTALL 5 TRAFFIC BUTTONS AT 10' z 'a II/ .t. 28 ON CENTERS. TEST BORING WA a a M"ph.CONSTK / 29 12+62(28'LT) CONST 24' WIDE ASPH COW D/W. WITH DEPRESSED CURB. W _ W-__... -. _- W _.- 9._JKI. .___-.W --W W D _ _ o - _ -o- - -G-- -- - - - G qg� ® 3 + LT) REMOVE EXIST C.B. CONST TYPE I C.B. (27'LT) -- -_ -- - - - - -- - - - �- - CONNECT TO EXIST DRAIN LINE WITH 81'x 4' COW PIPE. T__ ^i Girt I % / 31 12+46(23'RT) REMOVE EXIST C.B. CONST TYPE I C.B. (27 RT) ----T -------T I IT - T- - - --� CO F M ♦ /' � / CONNECT TO EXIST DRAIN LINE WITH 8"x 4 COW PIPE 15+80 (24 RT.) 15+65(23'LT) CONST 32' WIDE ASPH COW D/W. WITH DEPRESSED CURB. �-=_ a .j. �Oa i 33 Abl 15+08(26'LT) CONST 32' WIDE ASPH COW 0/W. WITH DEPRESSED CURB. lO 7+38(28'LT) BEGIN CEMENT COW CURB, TYPE A. 21 73+80(29'LT) 15TH ST CONST 25' DEPRESSED CURB. o 11 / 4 15+08(26'RT) REMOVE 8 RELOCATE F.H. 0 1 1 LB® R=65.00100 t / Tis. / © 1 2O 8+22(28'RT) BEGIN CEMENT COW CURB, .TYPE A. 22 72+85 TO 74+20(26.5 RT TO 13.0 RS. 15TH ST. INSTALL 13 t. / / / 3© 15+80(24 LT 8 24'RT) END TAPER. END CEMENT COW CURB, TYPE A. TRAFFIC BUTTONS.AT 10' ON CENTERS. L=15171' / O 0+53(17.9'LT) ADJ CB. T=8.66' Met 21 4 23 a /1•,. � 7*38 TO 8+30(28' TO 47' LT) REMOVE EXIST GURB 8 GUTTER. 23 74+40(29'RT 8 LT) 15TH ST. END CEMENT.CONC CURB, TYPE A. °'• f, 4O 8+40(51'LT) ADJ INLET. 6=29013115" / 37 8+22 TO 9+46(28' TO 27' RT) REMOVE EXIST CURB 8 GUTTER O5 8+53(58'LT) ADJ VALVE BOX. is 11+07(28`RT) GONST 30' DEPRESSED CURB. ® R=15.001. / O L=7.65' Y END_ CONSTRUCTION 38 9+17 TO 15+80(44' TO 24' LT) REMOVE EXIST CURB 8 GUTTER. 2© �� 6 SIGNING BY OTHERS II+25(27'RT) RELOCATE W.M. T=3.91' 1 73+93.391 A SCHEDULE B 39 10+54 TO 15+80 (25' TO 24' RT) REMOVE EXIST CURB 8 GUTTER. O7 8+71(85'LT) ADJ M.H. 26 12+01(26'RT) REMOVE AND RELOCATE F.H. 8 ADJ W.V. BOX. �. 41 - 74+ 40 40 8+90 TO 74+40(73' TO 19'LT)REMOVE EXIST CURB 8 GUTTER 8+81 (91'LT) ADJ C.B. O 27 12+19(28'RT) CONST 22' DEPRESSED CURB. R-5°0 L=8.06 45 / �. 41 73+83 TO 74+40(19' TO 20' RT) REMOVE EXIST CURB 8 GUTTER. 8 9O 8+87(70'LT) ADJ C.B. T-4 13' 2 NTED 10 8+90(30'LT) ADJ VALVE BOX. / 9Y10THERSHANNELIZAT1oN i II 8+72(28'RT) CONST 30' DEPRESSED CURB. I I 40 j o v 12 9+17(37'LT) ADJ C.B. I i; All 1 I CURB RETURN 13 9+21(26'RT) REMOVE EXIST INLET. CONST TYPE I C.B. i m Y A=78°45'27" cr. P \\ I I (271RT) CONNECT TO EXIST DRAIN LINE WITH 8"x 4' 'rro �. R 45.00' COW PIPE. I I L=61.86' i�.' / o \ 4 15TH STREET T=36.94' 4r / 14 9+50 (6411-T) ADJ L.B. ciI « I Q� \\ L = 164.06' 7+93 TO 9+ I 15 O b8(5.5'LT) 8 8+23 TO 9+68(5.5'RT3 I 1 I' 19 / aQ �\ T= 86.96' 1 j CONST-295' TYPE C CURB. CONFORM TO EXIST. 1 / � I r6 72+29.33 P.C.(0 15TH ST. INSTALL MON. IT 72+44(28'LT)15TH ST. CONST TYPE I C.B. CONNECT � 0.Lz'/j C'4 1 1 TO M.H. AT 71+81 ST WITH 8'x 75 COW PIPE. I �c �1 9 IB 72+63(286RT) 15TH ST. ONST TYPE I C.B. CONNECT TO C.B. AT 72+44(28'LT) 15TH ST. WITH 8"x 58' COW PIPE. I. 0005 G / G� 18 GE 65 BB CURB RETURN 6347 ENCO 1 I GE 6572 I, J A 110017'09" ( I 19 73+08(2'LT) 15TH ST. REMOVE C.B. 8 PLUG PIPE. I 1q' 1q' " �y� IE 6318 $Y � c= Fiiil STATION R=40.0' ( I Paver 20 73+93.39 P.T. (@) 15TH ST. INSTALL MON. =76.98' I 1 P.C.0+6 .40114 LT)I a P.T. G+bZ71(I4'RT) 17 T=57.43' I I 14 - D Pont No PT 7 +8 54 29 RT NBnl ' I/ 66.38 I I P.T.0+60.17 p 5.91 LT Y P.C. 0+60.04 (I6.11 RT.) _ _ I I L I O N 4 // 29 LTPT +S 7 66.41 - I I El W0Y'PD w"sHrti �.,J11 �_ RT0+35.92@O.gB'A. �' - I 4eM. -- - /9 R(Pa P:C.9W ---J -b664 66.30 A 66.88 6638 3 qJcOjNsAELa CONFORM 16 Rainuery g860 28 T �°82-7 7+36C PT8+20.60(2BLT1 L, - - - - o - - 10\ PC 9+32.73(28 LT ---_ -. 33 r 72i m G-_6637 _.. - -q _.___ - G 4' 91W _- ---G_. -- ywr•r -e --G 6 6- B_._ -w 10+00 AUBURN WAY w IS 71+98.10 (15TH ST) 120REVER9E CURVE m 0 II AUBURN WAY NORTH I 4 I S 00039 38, W PAINTED CHANNELIZA ION BY OTHERS m I I --5 - AC--W 12,iW _.. W W W -W _ x II 3 I 13 I.E. 62.8 2 W (A0a i eal -_. _W _ -'_�_-_- - W Air W _-__ - -_-__ __ W_ 8'WI W1W W _- 'A'_. ___ _. - 3. _.. __.__. _... J D - _._- _ _ G - _...-___ __ G ..__ ___ _ -- D _ ___ G --_..... G ��__--_ -_ G _- __- G __.--_- D_ �_ - _ b - �� G- D _ - D D _ _. 66.54 ��� SCNEDULEIrA 666482 TI*61.162fi99 ii" .�_=n nn ==sz1ia &awl 4� - �� r� 3. -=1- _ -__T _�. _L- T _ �3 L- 1 Pel T -tom T T -PT. 9+3916 28'RT. ---- 8+NIF RM 220 28 RT) R = 52.00'05" 66A \ / cDUL & � 6s.a6 L - 32.001S5, 2 AS BUILT _ Tt T = 32.08' 50.351 T - 31 .92 RC. 71+38.26 (29' LL��\� m PC. (29 3 tl O m 6644 � � 66446644 Appeared 6Y CITY OF AUBURN �*3 RED BALE D Shaw - u „ 01 WASP NF0 DS P 6-70 REDFORD ENG NF N:Rti Horiz'I=2d ti 1 T G S T Q T Cox "'e O D p i= ." o! _3 1 17-72 182 1W1 I RHB REVISED CURBS -DELETED al -DE -SAC � 15 TH S I . N.E. / N. W. A 4�"! R _L. P 6 70 - 2 1-7-72 K M 1 M K R H B _REVISER CURB RETURNS RELBCAIEO CAT01 BASINS AT 15th ADDED DEPRESSED WRBS AUBURN MAT. Pot Nevins, P.E. C!)\SC'1.7"I VG cti ,ItiE}RS INTERSECT ION 15TH ST. &AUBURN WAY JOB NG. -17-71 R.P.^ DELETE UL-0E-SAC: ADD "Y° INTERSECTIBN -I. Director of 1 7+38 TO 15+80 AUBURN WAY C6912-01 >ao Pfcrsrefr'4 @�"W 870 Nn. Dar, By Ckd. Appr. Revision Public Works xRu.E°"F. W,sHINc7oN SCHEDULE B CONSTRUCTION /oWAL��G\ h` B-70 --- 69 67 0 1O m w 66.03 66.18 66.28 66.37 66.48 66.58 65 85 66.04 66.15 66.21 66.26 66.32 66.37 Exist. (L Q - +0.510C TOP OF CURBRT, 8 LT. H +0.3250% -- ow 00 o� ml 66 65 67.07 67.21 67.35 67.49 67.63 67.77 cum LT. 9 ' 10 11 12 L AS 4�AnD[""sPoglf' TOP CURB 9�F +Fc/ r LT. &RT. 67.77 67.91 68.05 68 .15 68.26 68. 36 68.47. 68 .57 _68.68 68.81 68.93 69.06 69. 19 69. 27 69.35 69.451 Fgy. G� 12 - - -- - ------ -- 13- _- 14 15 16 - -- - r.._�__ Approved -_-_-T�__ __•_- - i'. a: F S. RE ) _ VVrov d CITY_ OF AUBURN + �Fo - RhDFORD FNC'INhFR I-._ - �� oFw,,,^� d _... . ENGINEER!,,', . 5 FREEWAY BURN Qq x� U x d _- Director of N cuNsclnNc encl:�eeas VALLEY FREEWAY TO AUBURN WAY N. c-ssl2-ol R. 1 . As Shown -y LES ...... �w..r�•.• AAv.LT�...AT..1�• _SV �{WlV 70 69 68 67 BUILT ,heel d 67 m 65 VARIES 28' TO 24' STA.14+20 TO 15+80 AUBURN WAY NORTH STA 7+40 TO 15+80 EXIST 8" ASPH CONC PVMT. -THIS FACE VERTICAL SAW CUT OR FROM REMOVAL OF EXIST CURB 8 GUTTER TYPICAL ROADWAY SECTION 15TH STREET N.E/N.W. STA. 72+26 TO 74+40 W . Q 3 x= mm m Oa mN 6 mO+ +� N r=o r1� \ Exist. Q �-- CEMENT CONIC CURB, TYPE A. \-2" ASPH CONC PVMT, CLASS B CEMENT CONIC PVMT, CLASS 5, (1-1/2) 6" MINIMUM. 12" SPECIAL BORROW. CEMENT CONC CURB 8 GUTTER, TYPE A. 1-1/2" ASPH CONC PVMT, CLASS B 2-1/2" ASPH CONIC PVMT, CLASS E. - 4" ASPH TREATED BASE 12" SPECIAL BORROW PROPOSED +0.3133 Y 15TH STREET NE/NW CONNECTION TO HARVEY ROAD SCAL.w VERT I =I HORIZ.111z2d TOP CUjB 66.22 66.29 66.36 66.43 L TLpEp 66.32 66.40 66.48 66.56 CUFRB 66.32 66.40 66.48 RT. 72 73 PROFILE Z H U Of O] Of N W Z zt Ozto� Uw a0 w Z C.)Q W to 66.50 66.57 66.63 66.70 66.74 66.64 66.72 66.79 66.87 66.92 66.56 66.64 66.71 66.79 66.84 .. _ APGrovea Lv ip��/y��� C- Pat Nevihs', P.E. Director of I Public Works C ONDL; I; T IN(- ENGINEERF VERT. I"=1� HORIZ.I"=2d 1- 251 RADIUS _I . 2e RADIUS TYPICAL ROADWAY SECTION CUL-DE-SAC PH WEDGE CURB ASFH CONC PVMT, CLASS B 'USHED SURFACING, TOP COURSE ,. �.. I AL BORROW (SEE TYP SECTION) �4 �'°e wsnyR PF y As BUILT ff �I���(�.-/'T�, AT!r'"/"�4" �O'es8s tsre °G�@h' 'TT�-D S ONAL � 0+40 1+00 _ 1+60 CITY OF AUBURN(OR D.SP 12-70 33 -- As shown34 15TH. ST. N.E./N,W. R.L.P 1270VALLEY FREEWAY TO AUBURN WAY N. ROADWAY SECTIONS 81 PROFILES C-6912-OISCHEDULE B CONSTRUCTION zP i12_ 661 65 O p BEGIN 1z40 TAPER 14+20 —�---- o" STW 120 REVERSE CURVE AUBURN WAY ArDb — LOM Bar — G G— PAINTED CHANNEL17ATION BY OTHERS TEST BORING W e" WI — W W _ D G D -D — agar aaa>�TaaaaTaaa>�T- 0+40t-,ss 74 ; CONFORM 1 "� REMOVE ASPHALT N 3 PAINTED CHANNELI2ATION c PAINTED W � V i n , zc t B„ } IU\ G PC 9r49. 428 LT) PCT2r2933 "a N 2 W ZU W W Y fi GG — W (4DanE0ned) W W I D D D D CONFORM a L = 89851'05" T91 8+228+22 (— 28 RTj i RL = 39.20' T = 24.94' Approved by; Pot Nevi , P. E 1 1-17-72 lOZ 1WM AHB REVISED CURBS, -DELETED CUL-DE-SAC Director of No. Dave Br CEd. Avvr. RevisionPublic Works W I 1 n — Asia. — NN O 0 END CONSTRUCTION r� a ICJ+80 AsDa W ( Dirt Dap ,G / •,� / h n /END CONSTRUCTION 73 r93391b I 'I 1 74 +40 �P TED CHANNELIZATION THERS CURB RETURN / y A = 82026'21" R = 25,00' L = 35.97' ..°4 i e t 15TH STREET T = 21,901 A = 47000'00" R = 200.00' r' 4 = 86 ,061 n 96, RB RETURN i 102053 37" I 1 25.00 44.90 71 Conc�Dac J I o p 14 BLIREANA FLOWERING PLUM (51- 61) B 8 B � j0 (PRUNUS BLIREANA) I Aron. 1 r� Aaana — G 4' S.T.W. G G — '+xIr.PD S OOa 39 38" W W W W W --W. GGNFORM s e e o W Gravel _ T_���—L _T — p o IOe54.14(S (7rQ_i'RT.) I A_ no �� I [ti L+24q__.. SCHEDULE A 66.63 R = 25. DO' 5541_� CONST �� 6644 = 39.33' �' i.24 LT. "' PC.7N44.96 (29 RT1 - = 25.06' — 66,39 El REDFORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASRINGTON LEGEND PLANTED AREAS NOTES: ALL PLANTED AREAS SHALL HAVE 2" OF TOPSOIL PRIOR TO PLANTING GROUNDCOVER SHALL BE ST. JOHNSWORT (HYPERICUM CALYCINUM) PLANTED ON IB" CENTERS FROM FLATS OF 100 PLANTS EACH. ALL PLANTED AREAS SHALL BE CULTIVATED TO A DEPTH OF 2". n Q\ G G 6 J ,w • • i20' REVERSE -PAINTED CHANNELIZA ION By OTHERS-- __ CITY OF AUBURN SCALE: Horiz' I"=2d Q�v1t mm= 15TH ST. N.E./N.W. INTERSECTION 15TH ST. & AUBURN WAY loe ND. LANDSCAPE PLAN C6912-01 SCHEDULE B CONSTRUCTION NC AS BUILT Ve--.r`_- ..DATE.._.`5 L74- Dnvn by: Dave Sheep 34 J.F.B. 6=70 34 Dented bv: of J.D.Z. 8 70 Approved br- Ide8-2rA w:<w:i. 8 70 7 e{ .5 ADDENDUM 2 DRAWINGS I INCLUDED THIS SET CITY OF U URN DEPARTMENT OF PUBLIC WORKS AUBURN WASHINGTON 5TH STREET N.E./N.W,. STREET IMPROVEMENT NO* 101 — UAB NOo 8-1-105(1) IIII '� i i i I sTRHP. a P. RR � AI N /� I i I s ii I BEM CONsTRUCTKm i i I I I gC p�,E A d i i V t I. OVERHEAD I I ell I SCHEDULE OF DRANINGSSCHENN I. PLAN a PROFILE 13+01M TO 0+00 Mir LE A CM RUCTM ZEE ""Mimi 2. T sSCHEDULE e 3. " T 0 8 I 4. TP• T 9�.10 • I I oo�sTiwcTioN Iffi; LI , JF Ll1� a FJ LINE I • CITY OFFICIALS R AT A WAY N. IO. 11 11log. MAYOR = l ' v y Xi I j 169MI A !4w _ , - - s VIN i �_ • . • ` • • . _ 1 . 1 3 ►'.. • f , • _ _ w 79J- STA 1s401 SA- [do] PROPOSED EXISTING PROPOSED EXISTING ■ O TYPE IV INLET OR TYPE I s SANITARY SEVER LINE CATCH BASIN • O MANHOLE w WATER LINE Br TELEPHONE CaOUIT coo VALVE (BURIED) o WATER METER t■CI(ERY OR RIPRAP -o- UTILITY POLE BUILDING —� UTILITY POLE ANCHOR _ = s CONCRETE C VY.� � STREET LIGHT OR LUM 1 NA I RE CONCRETE CURB AND t! FIRE HYDRANT GUTTER -- -- --�— - -- +-- D 1 TCH . STREAM • o TRAFFIC BUTTON 0-- _ _ _ =4 CULVERT ® MONUMENT CONFO CONFORM LINE TREEM SWAP - — - RIGHT OF WAY LINE 10 ASPHALT PAVEMENT REMOVAL BASELINE OR CONSTRUCTION LINE ■ CONC JUNCTION BOX CENTERLINE — —PROPERTY LINE - llJ EDGE UNPAVED DRIVEWAY = I OR STREET 4 0 - 66.16' 32" RT R = lod T s 6&28' L 2 115.67' 24 WE. — — — — -- — EDGE ASPHALT 8 23400(28' LT) 03WT TYPE I C.B. CONNECT TO C.B. I C%f moo O AT 23400(28'RT) WITh 8"x 56' C.M.P. — EDGE CONCRETE STREET gO 23*00(26' RT) COAST TYPE 1 C.B. CONNECT TO O 20+90 TO 21+3D(5.5LT) INSTALL 5 PLASTIC TRAFFIC R I PRAP OUTFALL. 13 OR OR I VEMRAY OV00( TFALL AT 23+I Oe' RT) WITH d • x 90' C.N.P. TOE AT 10' CENTERS. EDGE SEDER 10 21+50(341LT i RT) ENO I.50 R TAPER. BUTTONS 14 AT2a#0(5 ) INSTALL 5 PLASTIC TRAFFIC RAILROAD II I8•50 TO 19+50(9.5RT TO 6.50RT) INSTALL II PLASTIC x x FENCE TRAFF 1 C BUTTONS Q+�(2g LT i RT) BE61 N 1: 50 PVMT TWO. `N. S. K. D. FEN GE LINE STORM ORA I N LINE 12 17+50 TO 19+25(LT) INSTALL 17 PLAST I G TRAFF 1 C BUTTONS �' 39�00(LT) CONST WINE FENCE ALA R/W AS ELp SURVEYED u a 1© 19#09 TO 20+43(35 LT i RT) COUIST 4 COW JUIl= I Or a GAS LINE BOSS i CM0ECT W17H 20 CO MIIT. JF t WRVE LATA As 'T5' 40' 000 �E-- ELEMICAL COMIT R- 50.00' I' T_ -=! e 7• MONUMMS STATION OFFSET 19#75 E 3DAm.49 P.C. 3N00 E 39057.87 P.T. 4 #64.40 P.C. 52#37.82 P.T. 54000 E 63•�o E 714".10 � 27+39.41 E U.&C.s" A = 90r'00'Od' LT R = Isd T : GO'— — L = 23SAW W � I Ev 2 0 = wpwoo" RL R=fs0'. TsMd L s 23SAW oil 1 1O 18400 (LT & RT) BEGIN 1:50 TAPER. I I O2 19+03(105'RT) TO 17+50(127'RT) CONST DITCH O3 19+91(78 ' LT) GIST TYPE I C.B. COMECT TO C.B. AT 19+91(78'RT) WITH 8"x 156' C.M.P. \ 0 I9.9 I (7d' RT) Oa1ST TYPE I C . B . caN ECT TO ouTFALL AT 20+5NM 0002'RT) WITH 8"x ' C.M.P. RIPW OUTFACE. O5 JF I'4WRT) =W 24"x 140' C.M.P. CULVOT WITH END IOM S (IF IN M. VSE 14 2 ). 6 20+00(291LT L PT) ENO 1:50 PVMT TAPER. ' 3 O7 26+00(125 a RT) TO 20+45(112 6 ITT) CONST 01 TCH GE 77.71 E • • • L 4 ' µ (L3 Nit .50 PL2+l10:00 i I 6)Iw_ 5) TAPER 1.50 81 , 15 80,47 W02 7941 79� a $0409 aMn 6! 431 K.27 63+36 84.43 j -- Afoul ow! CITY OF AUSLMN ICALE . R LEWIS •REDFORD•ENGINEES 15- KE./1tW. 1h►t.+ i IOr • Ipw Nwinsa Pa. C0019ULTING 9NGINWLRII VALLEY F MVA*Y TO N VMY N. )ON NO. �— t _ _ .0-jj.�O,I.L ! / /tCh.ny( L�nj e i li �POCtO: O� N" Do Ih � ►d ,w k.. Pubft Woks BELL.EVUE ftsNI "T011 El 13+01. • TO t3 ♦00 PLAN � _ FRaF1 LE c�«Z• oI By OT"m -,de, $5,51 "S6P 8 9 + 1, 66.75 f." 10 25*w (24'LT a RT) END I:SO PVMT Too. VowifBILT i RT) cm! M'x IM• C.M.P. W11N COIL MImWLL i w U:f ION. R~ MIWAL.L. ® no I10•RT TO IM•LT) � nex we C.M.P.. *11". 0 ALI IL MM PIPE � WITH 4' MIMIIM PLC Mt 0I1N EIMl11 4O 210M,125611T) TO 26l 1251I.T) MM EXIST 42. MC PIPE 1MR IPE PMIMlEL TO It MILMM T11N'•KS. ® 2IM611T) M�1 CDC T VECM M.H. EXIST 428 PIPE CMIMT >K TO N.M. A1'21*(ii•RT;WITH 4rx1131 CLASS IVIE&W CDC PIPE. © Z m.—M.O 1t) MIST ME 1-6 M.M. GMT TO M.H. AT x x AIL t7OMM'LT) W/TM 4rx 1=1 CLAM IV MMF tMIC PINKT. alLa • OT 27+!!0(nem tMOT T1PE 1-4 M.M. COST TO SPECIAL M.M. AT awl • , • 26•M(1251LT) 011N Arx 1131 CLASS IV REM CDC PME. s © 25@ 125'LT) C8T SPOMECIAL M.M. OEXIST 42• CDC PIPE f • ' • rt IF • 7 � � I:fb TM/�ER • • IRA _ • • IC 4 ' UK Or f1,✓�E • aftowim • • • _ 1E M�>s IMSM �sH OHM nal MGM 0440 O"m "M -944T mia • a rti 1 1 r1 •t1 • •r•r1N/ .•a • 1� •u son N • s HIM. +' i 112 11 I.P. •piew •Mrr•1 of �- saw" am@ Oft" I1 , 3-11 + ; •,*. Nrssrr N •r to 12 y fwa NI M6 Qw I I lid 1 4fF dew •sws RR _ \ \ now --- •-- - ---ter ft 1 MC LMIE A•IOf�O�11�RT I R •as= T slf:Ti' � >< L s f s= 11 x ti Ak (111 30#15(23.3'LT) MIST TTPE I C S. CMMT TO C.B. AT 30•15(23.3' RT) WITH e•x46' ,c C.M.P. ----Y ®\TO u M.3"M 01611 rVE I C.D. O M k WALL AT WIN IIO•RT) W11N t•xM' RIPS GMWALL. i�3 110'IR) TO WIi(gy"11T) CM, � M"M) fMeT T1PE 1 C.D. �M AT ) 1111N Nx T4' C. P. RI IP OAFN.L. GO. ww my MIM 240mm CNP C1rL1w. MNMRAIM 20 NNIIII N .✓IIL - il�.11111111, • • • .Z r alk all. • ala. .tJr�•1�ftftftwl. Aid, AIL � A of LT T= Mlf►1r 91,.14 Mot MI.4i so.'IM 0.10 A*42 t1i.74 t�.o7 711.110 ?M.M 7M.IN 711.0 TOM 72.73 74 r11M► [MM r•. era Ad > 4" ..� � isws>is1•� t No T Ad w w w W w Q nompeop Owl TVK I C.S. Col W To WWALL AT !BW) WITH •"x 74' C.M.P. WIRW GWALL. ZO .GILT) CMI TYPE I C.B. CONWI TO C.B. AT .5'11T) WITH goon' C.M.P. U3 .G'ItT) COLT TOPE 1 C.B. COMM TO 01AFALL AT AMW W4Vr) (PITH 9NmU' C.M.P. III~ 0111FALL. q p� ALMum JULAL or Wt 1 T La N Em m , IM _ w - Q 0' LT) C 81 TVPE I C.B. C1WWCT TO qVWILL AT 4944008'LT) WITH lux NO C.M.P. ® T 14M (41'LT) TO 49*W 110'LT) COMET DITCH © T I O 4 48111T) TO OM-11l1'IIT) 00161 DITNSTM 4 0 .GILT) CST TYPE I C.W. ul/�T AW '1P 270 ~ LT � � AST 4690M'LT) 1111" ix is, To C.M.P. -jjjjjkjIjjjjftn G Laps► a �. _ — _ ai -�-�— �O�� 4 ....... .._._ ..._._..__.. ....._.� .. _..._....».__.. ..._........... _._...� _.._ ....... ..... . .......... ....«._ ..M...... . _.._... .. _.._.... 7-77 i .. • ��� i - - - -1 0 Ate. ; 1 1 " i • I i GIL" 1M n 910i 940 lf�.lil B#LM , i�l: � oom ao.it lf�.'!G .aW M�tf � Ii h N N 1l� T1�O7 1�tM 7ltN Ti l is me SOJI 97.72 Of F .� i s J-:t- ;,?mzEm Aff 3 O U+W(6' RT) BEGIN 120' REVERSE OAK Q3 T 1+3 (28 ' LT) CAST TYPE I C.B. CONNECT TO N.H. COMPNCTED FILL AT 71+W%) WITH t•x 01 COIL PIPE. MASS C IMING, TRENCH EX. B. I 4U TI+B/ (2991M COLT TTPE I C.S. COMECT TO M.H. AT TI+l WITH 6•x W COW PIPE. MM C BEDDING, TRENCH EX. B. _ �A�TE rU� 5 Is ST C TYPE 1-5 M.H. T TO EXIST �� : M ST N.E - _- --- �"s �i�` � r�i e�i1 i FI ELD CHANGE TO TYPE MI © TI+M61LT A RT) END PAINTED CHAMMIZATION. Ii1 LET DUE TO CONFLICT � ,------- � AR MAIWITH 16" Dili I , NEOINQED EXCOOVION I C •' ID s A • 3 � • �� �— 11J DI'TtrN I \\ on Iwo an ow an sox 21 M.tyy. dog its MATOUL • 1• • \ • tided ONCOW Pod Powm IOAI-MY O * 7 • T1E rio JL O to 0" J • GIIo Pool cove. rw� -- �- 1 SErnJMW DETECIOR w1111 IIA11D f 7O 71 t 19 (2VRT.) CON5T. 36 DEP CURB (FIELD CHANGE) ApK-1mLKC AdA * L8J 70t 1G('Z5 RT) COWST. 4V DEP CURB (FIELD CHdi • O9 77+ 18.10 C IO LT.) CO NST. 46 OMP CURB ( FIELD CkOWGE) TYPICAL T�� • 10 71t►9.10(29 LT.) C01JST. 40 DEP CURB (FIEL.O C.1iMJGf) • 11 G9t1!S6O( ZgLr) CONST. 405 DEP CURE (FIEL.O Ct1I►IdCsE) , r _ .... _._... _.. ......... ..... ._ _._.. _ ..., _.... _ ......... t { i f r ! r 70 no i 70 .... .. _. , I Aww" tow, CITY A '�'"�' &son •.= S « ram. __ _4 4 It doll - LBtiVM DFDRD•BNGIN ' , , ,4 4 - �p[. C40W�TING B�fro IMM EY lowN. TO � 1M NO,"6 r�• N.. w.. 16 1 LU I 4sp "Moo errs wr.M. �satswrs .r.rara�l P �-a VARIES 82' TO 69 SU.17+50 TO 21 +SO (AS SMOMIN ON PLANS) ' CONSTANT GO* 21 +50 TO ENO OF JOG E OONSTIO= AS NECCOMM VARIES 5� -10• VARIES 24'-2V VARIES 24-211� *-4 VM.• TO MAM MN 2 FT. M. COVER VARIES i1 3e i �1 1 1 1 • rib.. li I 1 1 ' 3" FLLET _ 1 3" Jim PLAM SECTION END: (JSE Ct1M s N1TT•ER lECTIMN NORE WTM SIDES STA. MM75 TO 71+70 ppQE TAMM TO W75 97+ 5e MW RT•) Wf _2-V2" AIXIMLT O FOA MNT • CLASS G SENT. CLAM E 4- Ale AW"MY TATED GAM * 1- 3/4 : 1 STA . 211+25 M STA . 43 W " IIQAOMw FILL ON�CRE CO v CI CUM AND WITTER , TYK A r— 2, OMMEABLE CR(1MED KWACMIa. TOP COtJRIM 2" M. OOMMC?ED OEf•'fM IOTM STREET 1E / M VIC" IV OF M0.31111lulm R.R. PMIrI l0 MICOENTAL TO in. A 10' TRAWTICIN CUM G ' ON ­gollP I rM 3 AM ON � G111o�E MrGw�LL t" AMIMLT OOMCAETE IMMIM M9 CLAM G A ELE1N►TIONLe Coo= GIMACm w O� OIEGt oMlecrler a► TRAKIL iE " MC Fri LIE L R 71— �. iR 3M" GATm GATTER •: ! R 'R 201 CSTC OLY-IC IO�T3 1O IC 16*10.80 •Ago' . • ' V!'' R EAR?iM ONLY ON JF L I IE Rwlir:ii! ,�i,L� rT E •.e I r ; 1 .41 �l■1 j• i• 11 . • wig •il . -• ��� �I (• 1Mpr TV :vo rl• • .� .. 1 v h1 •r 97A `T • �r�� � w CITY OF AUBURN ST Ir Mae 4,11 1• 1 C4211MILTING 'VALLEY FREEWAY TO ALAKAM WAY • . NZLLKVVK WAGNINGTON god A, y S TR •?..f'/ 3 3 kfoL PLAN VIEW Eowme 4" 1 *S 0'-d BARS AT HISS Ova DO MERS mm A/p►r/ by: 27 Pet , PIE. Director of Public Works •TSTaxALL �MMr .., A SECTION AA SPECIAL MANHOLE U+m (050 Rt ) 116+46 IIT 1 - SCALE I s 0 PwIIM M = SPMECIAL MANIOC[. !ER EAC" .I -"jj N..,TE: THit) MANHO'_E. WA= HELL. _.HAfj-.aEL T� c-RECAST CIRCULAR. C C.OWTP.ACTOR REQUEST FOR A'�TERIJATE L E WIS • RED FORD • E NGI N E ERS SELLEVUL CONSULTING KNOT NtlRB vas 1 NOTox I SPECIAL M.N. & SEWER R E LOC 1•-rT ; —Al T if M4�\ CITY OF AUBURN IS TH. ST. N.E./N.W. "o"` VALLEY FREEWAY TO AUDLORN WAY N. JON "O CiMZ-OI SCALE DOIF ►" Draws Dm@ shm to Iwew" of—A4_ File tr« 0 E lO INSTALL 9' X 4' D 1 AMMO PATTERN LOOP DETECTOR. PLACE CONDUCTOR I - EXACT LOCATION OF SIGNAL POLES, JUNCT 1 ON BONES, CONTROL CABINETS, I N PAVEMENT. CONDU I T RUNS, ETC. , TO 6E STAND I N THE F I ELD BY THE ENS 1 MI ER . 2O INSTALL CONC JUNCTION BOA( TYPE 1. 2. TUNNEL VISORS REQUIRED ON ALL SIGNAL HEADS EXCEPT AS FOLLOWS: VISORS PLUS 30 CUT-OFF LOUVERS REQUIRED ON SIGNAL HEADS I, 4, 3O INSTALL COIF I HED SIGNAL POLE WITH 34' MAST AR*, 3 SIGNAL HEADS. RED 3 AMBER SECT 1 ONS (PLY. 4O INSTALL .COMBINED SIGNAL POLE WITH 31' MAST ARM, 3 SIGNAL HEADS. 3. SPLICES SHALL NOT BE MADE EXCEPT LOOP DETECTOR WIRES O5 INSTALL COMB I HED SIGNAL POLE WITH 32' MAST ARM, 2 SIGNAL HEADS. CONG JUNCT I ON BOXES ( SEE SPEC I F I CATIONS ) © INSTALL COMBINED SIGNAL POLE WITH 32' MAST ARM, 2 SIGNAL HEADS. 4. ALL S 1 GNAL POLES SHALL BE TYPE I I CONFORMING TO WSHD STANDARD PLAN HEAD NO. 4 TO BE INSTALLED IN THE FUTURE. 5. ALL SIGNAL HEADS SHALL BE TYPE L MOILINT I NB COMFORiM I NG TO WSHD STANDA TO INSTALL CONTROLLER CAB 1 MET , CONTROL EquI PMEMf T , a LOOP DETECTOR 6. GREEN AIMS SECT I ON ON HEAD 3 TO BE REPLACED BY GREEN BALL SECT 1 ON AMPLIFIERS (SEE SPECIFICATIONS). f NSTALL SERVICE OOMiECT I 7. LUM I NA I RES SHALL BE 40D WATT MERCURY VAM . O9 FUTURE INSTALLATION OF 10, PED POLE WITH TWO PIED HEADS, BY OTHERS 8 . BACK PLATES REQU 1 RED HEADS I TH1Ii<J 6 . . 9. CONTROLLER SHALL BE INITIAL 3 PHASE EXPANDABLE TO 4 PHASE ( FUTURE) . 2 #14 TWISTED PAIN. I" COMM I T 2- 2 CONDUCTOR (SH I ELOLD) I LLJ 1 -1/4" COMMIT 3 - 2 CONDUCTOR (SHHELOLD). miff DIET (LL1AWSATHM) AER I AL MAM AST A4 # 12. 2 1 2 AERIAL MAST AM 6 #12 I (SONAU I-1/2• CONDUIT 6 #12 (SIGNALS), 6 012 (FED SIGNALS) NM 8 • 1-1 /20 CONDUIT 6 012 (S IOIALS) , 6 012 (140 SIGNALS). 2 - 2 COOILLIM (SHIELD) 2 7 2-I/r COMMIT 16 #12 (SIGNALS). 6 012 (FED SIGIWS), 3 - 2 COMFIDTRa! (SHIELIZO) 1-1/20 COMMIT 6 012 (S101110"). 6 #12 (FED SIGNALS), 3- 2 COIRIC7101 (SHIELM) 6 S 9 2 1-1 120 CANT 6 012 (S NODS) , 6 #12 ( FED S I GMAL.S) , 6 - 2 CO ICTOt (SH 11LD®) 2-1 /26 COOIII T 16 012 ( SIGNALS) , 6 012 (PIED S H AI.S) , 5 - 2 COMMC 0t (SHIELDED) _ 1 2-1/20 CONDUIT 16 012 (SIOIM.S), 6 012 (FED SIGNALS), 6 - 2 CONDUCTOR R (SHIELDED) 1" COa11T 2 06 SERVICE. ISTH' ST. 4 1-1/20 COMIT 2 06 ( ILLUMM111NT1O1) - -- i 2 - 1/4. OOBUIT 2 06 (ILLUNNAT101) SIGNAL SEQUENCE CHART _ •OCT I , 2" COMMIT 21) #12. I i 1-1 /40 Cam!1T WITH FILL WIRE. EG 012 (FUTM)] s I -- At OCT 6 1-1/r =MIT WITH FILL WINE. E6 012 (FUTIAE)] �~ ; i L. ; � • •Al OCT • 1-1 /4• COMMIT 6 #12 � ., • i • i f I - • . 5 - 1 1.12-72 ' 11111 Is N 1' wma In T NI• Usu ,Y i W A� Ito,* Iww - --4 4 roovil 1ti: Fist %SOW* pff. Okreter of puma WeH 0 DO: w9149104 POW: FLASHING DOT ML LEWIS •RRDFORD •ENGINERRS BELLEVUE C DMISCILTI Mr(3 symm mu" CITY OF AUBURN Y5" = - - TWO � AM w•VMAY N. DCTWN W T t AND ALI IN WAY N , 54t$lr;lm low, 0- 3 50# - #ATI DET. OAI DET, #AI DET.3 i i Approved by • . AOf Nov MW +. MW It. dNecto► OW tonr I wir Director of -7- 72 N., Us.e 11y ( kd I Appe kwirwrz PublicNbrlci FIELD TERMINAL BOLD REDFORD EN(TINEERS CONSULTING ENGINEEKS RELLEVUf WASHINGTON CITY OF AUBURN 1 5 TI;. ST. NE./N.W. VALLEY FREEWAY TO AUBURN WAY N. i NTERSECTION I5 TH ST. AND ALOIKJIllld %%Y N. TRAFFIC SIGNAUZATION A5 BUILT SCALD rz i. ' rgCODO .7 Drove y• Dote Sheet 10 w` %c �p D.s.R 90 None ra. O Deetaeelbp !s-TO JOB N O n C6912-O SCALD rz i. ' rgCODO .7 Drove y• Dote Sheet 10 w` %c �p D.s.R 90 None ra. O Deetaeelbp !s-TO JOB N O n C6912-O fhoosed ,flw Finish Toe of 5/4x IF)f/ela--ated 41" Conc. c5eu"er (1W ,Sl/rrr 2 0t Plans 40eldi1s) �I SECTION IZ T 21 N. R. 4 E. W. M. 1 M. S►t P. ,` P R. R. MW '� 1 r- ,�►t /,lam M/ I 3INIM'590E 1.75 / ., 4 QL f Per / i 67=0" Puget fewer T� wm0M an Lyrae 0 n ti ti / " y 4I"Cox. err � b be Reeawd ti finish Be of 60* *Ila W rises �w 1 f Pllei_ / So ?7+0% 7.3 E/ev. AI7/ h f P/er 2 r t*rt ftrrr!r Lin" 7/' �n�uL��11111 I Pfokascd R/Nr II I �7- 015h Toe of— N 1 C.MtYPsP. R.R. R/W I \ I L ey (Six 1 1 I T� T llbtr Mt3� 'ITi, + >E 45'St. MV Sri *06.7,3= � I C.A, &..PIP. RR MAP. ?/X►WX , t T i I i /{It T 1 1-t ,i +t I Pf Of MO. i�/t 6m*r klifikilt ,11 Pier f Aga 4-� 9T-0" + ��i i 159V T 4 L Tft tgr L � li 1 [iar Lf iblu2 Trams PLAN Soak: / j, X f Pki? Se ?7*GB. 7,3 �Aer go ci2 ti Told olf S�o�e ----1�- ---- of itt P 4wt f>+Slr�er! oaf Te*4*w Liar ti f Pier 3 Soh. ?B+GS. U t 1' 2 fiftM40 P/er (Top.) / g Exls► Track '� c Yam Ski pmtwrla, C Eft Dletal/ &W//B , - + OF. - _ -/y, �y+ Imo' E1ev 4G. 7Q r a Ur (/�r tir -� *00000 i1 �, , 55 Tor, R'ecetst Caxvk Piles ELEVATION s o !t Pfe� 4 Sta Z9+Z.5 ?.3 E1ev 9/.66 l _ _ J Corr Naae ftlWt"m S�e+e Getaii t5IW1 /d ... r Ex�sJinp Gvavnd - - � �� Freras> ,� �"er1 k3 /a AnryciAanid %�k C" M �.o✓"cra°fe Pies Pik lip E/era►tkru. lJ C t i 5 Note rir(*k elerah+wl y air 111?1ahrd 9radrs dAM f /b a y # exia dfe W/ to AvVIle grade. Ap..w.r M Pot NovifN, PE. Oi 0001, c1 Pt"ic 3� W' UJI UJI J� �i W W • TION Of OVERHEAD KA.1�i►1117A.' ESTIMATED QL ANTITIES ITEM MIT QUANTITY l 5h►r h#V &MV416W C.Y. "0 2 drawl BHakff fir At* C.Y. l50 3 furtsdd! ar�d Airtr kst A*$ EA. 2 4 DnVe L.t'. ZvZ40 5 46ss 'B'C&xmp a by GY. 270 6 Class W CAxr *n7 51i C. Y. 420 7 S&WAIP M 6M 8 L.S. 9 Caro► * .sm R1112tertlon 5-Y 91W /0 hU*#mWqWv Abr/`' L.51 l/ Ill 941 jW# L .5. l2 /estdl/ !b►xllar L.5. /3 B&* lkn 6eW hxy& w in &m mv Om o#tlej Tep of Rail C M,5r P<P. R R M. P ?/Z fo?44. /'0 flee 60.46 /S ON.. N.W. da Zd t05. 73 45 60 55 45 GO 0*00 /000 Z010 *o0 ito0 05#00 6#00 55 Sauth Math RAILWAY PROFILE As 3wveyed 5*4m0er,1%9 LEWIS • RE D FO R D •ENGINEERS SILLL[VUL CONSULTING ENGINEERS WASHINOTON �r br k CO�uit �iref L�Jtil�q g/SpSt.)vN[ TYPICAL SECTION 5cak : AY -/,s Ca�iil br GENERAL NOTES s�e�FicATiays � D1est�ri cnAar� an• based � 15165 Standard ,calr�,s car H &/*,5, kmrAm Assacial/at of Hiy*/ay Offew,50, uJith ilyetlm 40ecifrcakm as t1mv govem. A/1 #A*04 / and etw*ms v*p JJsa1/ be in &m*v to w1th >he raVoemena of #Ae Stale of Wfdts *Apkn, Qap"vr of Hgh &ws, Standard goer/ficdtiGss fOr Rtrod and 57* COoa►1r 479 /9169 £dirks. 3WIN65 : The & sal obis and do nay A'rm a per' d n7is ctintraGt, and are IdWl"e bMin Rr hWf in&JJJlatks p?/y. LOADIN6 : Dead load- Concrek " /60 As. per ca. ft future Nirar/nq Surface • X 1b3 per sq f1 Utilities • 225 lbs. per /inftt of mdoe Live Load - IMMO -40' ar Aire 04"Axles s 4'-0' ctrs. R£/NFORCIN6: Bar zinklmmst sly✓/ be drkrnW /qpe, in xcordesne wat- ASTM A615VA grade 40, an/em otherwhse od. 14cl vY 4aGcm, unless othsr>Ilt/se fx*d,, sha// be a mjnimtm of 35 bar dimmetem. Ar&6N UNIT STRESSES Reinkrtinp Skr/ (inbwed me va *) fc = /6, OtV* Asi a pvssav ,s m✓umm fs = 14000 R& A M/67 Caxrete - Cass 'B' if = 3" Asi; k /Z00 ps/ Cbss 'A X' if -4000 Asi ; fc - 1600 P& Cova not in mecasr prl stressad beams sAs// be GOAD psi of Z6 fts. Concrete strengM av rWease ,s/m// be 55W psi nwomum, unless ONiraluise nand. CONCRETE COVER: Top Of ra 40V slab and a// otbv braW" ra noted - li' BWtan of A A dOy slab - /' /n tie//s -I' M iM at*Wl6e 61xW COOCM& Aawlld apinst eairh - 3' 5KEW AN&E : No skm &vle RE/NfORC/N6 BAR /DENTIF/CAT/GW; Reinbrmvent &W/ be detalkd according t the A. C t Manual of DFtaillaq P-aclke. ,Bar6 Ere morke d &.5 FSO/ f i ! bar r e►7bler (/east AC diq,ls) �-- — bar .5/re - - bar blabs (F• footmV , D • olt *o At) FORTLANO CC MENT CQACRETE : All m✓xlek in pJaz / eod 4 drpd kbri/*s of Ron 2 and 3 R' fete !! e tkiss CITY OF AUBURN 15 TH a ST. N.E./NW, C.M. ST. P. ek P R.R. OVEF*4EAC BUILT SCALE PJ N� 3 TOt As shown+ = ►. 7-7 )ON N O. Apipmo•ed by C"Z- 0 e I c 30r -0 f-/. W 67 firer / E/. 95.4/ Pier 4 rpm. At f !Mwy.) _tv Ec —Z-A" , - ZrGr g Beari �� 2`0'' f fr (i A*r 6ml Level (TIP) - 7 M amw6fj I~- F Girder 7'4' R Gaobr ( I er /5 s&. *AV Ara Z7OW f * / f k5•&.RIK �t &f&5,aRr4 714' 17-00' PLAN - PIERS 1 E 4 30-F40Z 0 e t r5p) 60 i3gl • 6`(�loml -- - - -- - -- - HALF ELEVATION - PIERS 1 E 4 50*46, Lo0kog Sack 07.SWiutwAr-R*r / 0Loakinp NNW on SNAW,iq-Pier 4 AWeved by: Pat Nwins PE. Dirrator of Public Works E/evat�iov�s &/uw hbv Center Sib xWd Oat Numerals Of W//4 Aw/ w *& Of qo- proaching Trell/c on Each V .M45 Pler / I &V of &Ao(ge (Ja arts d*4)FJ Sty 59 Pier4 so' EVATION D-D f Gira& Inner Face of wl)* W/ if *7* 1 Am** Srwk PIP/w (Jfpa Au r Pidwy.) c /-0' /-,( Ar EL 9f 71 i%r / O.Far Ar XWI A06 -� A407 ;f I A5M CaW r i �' Pyi'n�gf7bd Main! rllkr Aga) -SM f4MU4W cbW Lkb// Sltae/rS W � A410 �h l Caolinuaus W Key 15-40 bo AM S-ALai AW AW EF. F", &W. c# &M e- /f• 71 QY*ilMo S�r xxo JO 0�- - 4' SECTION AA Scek. j %l=0' /ter loc&iw o/ burrs marAa� A6/ , am 66dJiovi E -,f LEWIS •REDFORD-ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON 0 0 E/.8536 PXV- r/. 82.35fa4 yL_t,.- RGi�yryR�.cn �ai1e: fit':/',p• SSaft ;br Piers / and 4. Bays A", Aft 4 A" 4 A4f0�4 �' Tqo aI Winp wa// 4cla , AV A41A6 . &Y3 A5M • - L Gax`� Af'G/709OL40 f 1*1 • V j 0414 bV bem!Wd z•4� SECTION B-B &*.�;r�. r��-a-� lg r AIL AM A" 49 Arm "L Deus 09" 'S As= •9' w/rtg (Lw 0/* &w �� � V am •9. A5&,v *MA404 4Af03-�'4Boa 09' SECTION E-E oMiereie►•) scar: PwMo NOTES A// expasid carrtrrs of 9b' or s evyrr m b be f//Ae*d with a 4"" *w d &W &Wr w ,9 r/P N*nf&rlap AS b dr sera-e/y mind in PAW d*ve ca►x W hfinln%m clMf dAMMf (/ flaw Pace /oaf b tsar fd4? rr/nq Lbr /S b r A* /[ *J1 Qr/IwIWISO S/lgrin. &tl V Coto bir 0 b backM &M d OW pica b street l(?. For bwn9 ad ate gnarl Ad a &/a see 34wte Se/ 903 in 04" prior b AZ"V �Vl* 34M. E.F. riggiubs &MO AM. IF Amw AM. ofiiidAoaMs w Race' AS 13U1LTj/r4wAr/ d+d doe ah�// AV o�adb* b h'k nr _. CITY OF AUBURN SCALE 15 TH. ST. N.E/UW. As �''°'"" C.M. ST. PS P R.R. OVERHEAD JOB No. PIERS 115 4 DETAILS = -02 . R D�.ww ►y' 470� I Z =&LIP 7 70 .r 34 App.wtid by: - I C S7/ ON - _ 761rder SA"s ro, 74- 5/ ' 4" 404 G 61oss Beam- - - Fer 2 6ta. Z7*68. 7.3 f (5yfom About E) I g (jar Gar Gdr Pier 3 Std_ ;65.7,3 , Gd/ L_� <Z 6o <P504 Gar. `�,� �M EN �������NOW������E/MMWEEDMEIl�0000BEMEMBEla0sl•ININININH Fle ✓. A TOP of P/Cr 6eyll _ (birder 5w- 66twl Pad (for Delaiis See Sheet /5) JEv C E bwr PIER CAP LAYOUT PIER 2 t 3 3" 15-P504 ; P309c'/'0"EF=9z9' 9" 3" 4;-*29-P90/, Pier2 429-P906,Am,3eG =M�' E/ev D _ � I ----- EF Elev D I Eler. C 5gfnlll About g P502 E.FP/er 2,0 � P507Ef. P/er3 Lap 3drs P90/ f P906 /n tide f F9& E.f Pier 2 41 MlWle ( 3 =4 %;7 Ldp) 1)3W.. F Pier j r--7 I l2 J P/e ,Sw',ry l'-9 r-� Y 43W f41 f�9 E.F Fes? r-� r LAJ P/er 2 wall %r 29 0/ 616'-/4Q" EF fler 3 mwi 29• /:w e 6' ° kl V' E F. faa**b 19(�l/ �'1 Z9- F" /4=0' Ff Footing ,3 Z2 F4/0 rp /=0''2/i PIER 2 E 3 ELEVATION 45-f" 6 l" : 2/=0' Boltom f Pier 640 ■ ■ 0 0HEM MI>■,.I., All wommsi ���►�I�i11�1111111�11111�1�111�1� �lllll/I/IIUIIUUIIIIIIu111�11 Test P/le -1 1 �! LL In ,;t,►,rpz 6 ,4'-0" • 4W0" " 43_6•• LAYOUT PIERS eA3 �x'alc :4 /, 0" PIER ELEVATIONS F/e% A B C D "JEast 86.01 66. /5 --- - - 88-30 88.4�5 - - Nest d3.G13 (M.17 8b.• 6347 East 86.59 86.72 Z 11/e5t 66.76 6706 86. 6Z I.91 Noko - .ror local/on of elerldtions .see Pler E/E ✓dt/on vr/d DE/a/l 8. c' It ■/�//H■111 r ' �����■■■11111 IMMUNE I�111/11111 MUNK 1111/IIfIr . , I 8 95 09 (Lap with P504) 504 '.SGY Pier 2 °507 P/Fr c� °S0/ PPr 2 1506 Fer 3 9-f607T�6' 6' Lla 1 J SECTION A -A Groove Formed by 4 Beveled 2 ,J Pler 2 Pier 3 FOP ce 19er wall , IAA Tale of 3/OcoIU!Jlk1 T Adju51 In Field (I I I for -&tler F410 < <, ��, I. - � �----�u_—iT� of FroCViny l F909 E. f. !: 60 3 1 ' ` o - f 7 (Lap with FX1 E pgw bo/top a /VJ(j l1, �,� T � •`��� ,- -, r , -, FEW � —',—'� i 55 Too Precast ' P/el- L- E/. 46 76 J LIt L l 3 Cowete Piles <; 6 WE9" �i� E1 4J.a6 /=c 4-0 4 0'10 Pi ER END VIEW "- SECTION AT PIER 1 1 Groove r Pie 7- P510 EQ,0/ des � 1 0 • a 1 l TOP of ! Pier we// ti T FACIA WALL DETAILS Scale : s I =T Note: Facia uo/i s/,a// be arm alter sidewalk /s in place. NOTES All Expay--rl cq-lwr- of 50' or sharper ,orc fiilefeo dressed OV beveled str�P. g Girt�'er� " kvnt ,/oil'/ r,/,6r gGi/dei Re�nlOrc/rx/ /a Io t� seG!� W,V ur/rcd /n �E b &6 U`41 aXr6k s- _ 7-4' GIRDER STOP DETAIL Scale I *- / 0" l5 ,,xx�red M1 i/mafli 61Ear 1j1sta/xe from /mac ,/ coarfc-le to I*dr re/nlrrc1f* g Beor/r%� bar /,5 b,c /f .vn/pss 0//x-/ he SrAxli12. //r/�,/cv ;�//c tip eie✓.J/r✓ f„ r rr.. �'C arr�J'be%ru boflom 0' -- -- Of f00h1?g e/evOt10173. fi✓ halal,Vfi*J, ,-vr .5/leej / /c'✓d /A W.5 �/AVP ui T,jGI6 ulz /t Hea DETAIL B E � AS BUILT 4` Shear Kt f > ` Intermediate Diophroym !► - 2 exceot 4/s' . or _ .t girs. of IM4 Piers !/s Point of spun for span /myth 00'-0"+ to /OIp =O"c - c. 8r9s. Om.t shear keys of r r _ 70 ° Beams /rss thou /p2 ft c - c brg. diter,d, fact Of ,0.. f ., l%iid M ,• 40 =o"• rd Bo = o" •° : 90 ° " mare /01 ft No intermediate di40raym for .,Roan /tn9th 40-'0'"or Iess " txferior 9irdsr r `-The too surface of giroder flanges shot/ he ro4gh Do not �Liflin9 Loops, 9 ll y est�onds. trowe� o� sm00%i o99rtyott into poste. (However the R3%i'X7"3itar Keys. Omit ,ehtar keys og (Pick uo vertically for d = 90') •n dev/olion from a p/one surface shall be Wj mm obi. Span of exterior face of exterior gliders. '� a y �h Center of ra v l to%/ Z' 0 Open No% harped strands y� -- 2%r" Dotn Ho% MV 0 liven hole %i' 0 No% r Shear Neys �.�� freapt of srMrior �� 6' min. except of tx.jtr�oi Normpa/tv skew exc t 4 9i�''ers Omit halts t �o%e ,l �' ' - 0 Max Center of ravif , total �- i rts..fjr D * Ar1Li/s' L l 1 unit hela' down /dsrs omit hak /Ofi for erl Sirs :o /nt Piers 9 y stiai ht strands Ir p/act Ste DioAliro9i» �6owd— Ostoi/s" �� Set "Qtorin9 Aecsss Otfoi/ "-i/orPin9 Dint x 0.4 Span /tngth (c/r - clr Bigs) `-Af^tt X /. 75 P^/, Nr ;Norma/ to skew% _ Harped strands JAZWd ; //piped strands handled btwo harping points BA'ctpt far girders over /05 f/ ca h&g /gth De.71'i1g GIRDER ELEVATION A = cas tinq length - 24 S , 4 �- Open No/t Skew Ang/t 0° to 4S' /f the /�ftin9 loops txttna� thra the roadway slob they s.�ia// be cull off prlar " to pouring of roadway slob. A// hf`mg strands are of some and strength as pres1-ess1,V strands. Wrap lifting loops so that each strand { t . / E t d / Jf / t t/, " 3 "c/e r o! the carry i, s share of the o, a/ cod. x en i in9 pops o wi i u � � _ , S bottom of the g,,ider Top of 6irdPr - /� '' -0 VD \JO�®© � MA TI " WEB mi AT Mr.QiIAPJVRA+�MS ti a z' 4•/ = �, �6~ 4•iJ'=702 ---161)04, 2'Gzl04 Stirr, / GJ S 'Mr 0 r *Abk w/de of l6 ---- ? C4 t6, full lsn9lh- G )'Z Ties ,G 9 ,'rJ Ties "locate as shown (M )0oto/ pre End Nock no skew) t & sirdw Eef %Yfm#g VD P4lTTER/1l ^T ML SP�11 SM0.7d /OCotIon segao/„ce Odo' strand airways shall be as shown 0, 12, elc on F 0"l-der �,� ®+rI Tics J_ Vit •� 4 06 ? 0 ��. a ()Yoiped cti ands only Slrond !orotic.^ segusnce Shot/ Lie as sh~n Q ek, 1 0� GSe.7 i h G i 'S f/oop --z h C S(G 04?, r 0 /op 4(FIO)'J • 4?'-J­ (No slArewJ - _ ?'6// e2 L -Z GS ''.i i END BLOCK( EL EVA T/ON Cut al/ strands flash with the g1raer Inds and ,saint with on approved epoxy resl,7 -Z=3"min ---- ----7=6'-- - - --- - - +I �G/aroed strands / " A/r h — \ L 2' 3_inox %0�y o j !)'J Ties ��' ?�aI Jtrrups It �` PLAN SECT/ON THR11 END BLOCK e!of %,PR No 5hew t� g-46)'Vf Noop 0 4(69!01 Ties ` e 4da9tfO0)ldJ idt stwtd sp0n3 I G�tS. Noow �yt ,r..6S�e3 —' \ Hc!rpledAk Strands • IN - t ?- .1 "Max 45'irwx skew �.. c J .� ` .G91eJ Tes tG?)e4 50,,r•uvJ �?',/ OP•,,n 3' 6 max 7 6 • 5howid Apprrw•d bV Pat s E Director of Publ i c Works rl t • f 9lV "cep), //44" for rxterior girders at intermrdiipte piers, an/ism shown othriwi-Vs. O/I AW W.0s IITs /440" NOTE r-- 'M I to ctr Btor//Tj --- - — it Casting Ltnpth � _ Al .ti al da yea Av W 0 t70K girder grade or A Dimension LO E Bear�i79rs '9~ D/MENS/ONS E 48VM40L ED HARPED 0 STRAIGHT PRE71WRONED HARPED STRAIGHT o Location s .c4 o►� 9, 9t N, Nt Pr c w e 'A °+ tic `= h No of .bckin y No. of .7ick� n9 a of C C Steel 14r a /n C h v o v O v h S Strands Force (�Cip s� Stratus force �!'iOsV 0 •*,PO( le E F E fo / A WOO' 900 00' gF Ar V ° Ma OlAfff Oar l =6' 4 //6 14 1 405 /d Zr 30 1 ZF # ! B W 000 900 00' Ai 65VT 67L6iff AC 4 // 6 /4 405 /8 zlr 3' 21 # 2 C 9i0@00' WOO' //� //#' �/ /i 94 =//' 59� AW /0 2Q9 24 G94 34 3' 3' S L 4 2 D 90000' 9000�0' V V9� 94=//' AGs6 /0 MY t�i 6914 ai4 3' 51' /� 3 E 5V O00' 9f // 9f M 60tJa /-6° 7 M? C 43/ /5 • 3• .3 % N I*J�0' �9y0000" J�V OO' Oda,w 9101 91, 5d'•'� 60t P46r 7 ZOZ 8 Z.�l /S 4,, 3" NIV a. )Vok: •; = 5500 µel br All 6ir*Wv s Rer / AN �r ,M b Note: & alatr pipe I01W details am a6ce /6 Imey15 Mall be plaeEd a/ time Set Screeds V • / =/0" to this /ine -� Ca "Lj Her I f A pq f Diaph /t EA F Gild► W,-,J Sm / GiroEr r~ 6#06r "f 6irofor 'B' 6MA r Vw Gib T, - GIAWR LAYO&T spun Ca - 9 y Pt Finis/i Grodt : int Her 3 f Lliatolh SCREED CAMBER FOR ORDER DEFLECT/ON For cam►dsr (C) ire 'Girder Jchrdv/t ". SERIES too GIRDER BAR L IA T A// dfmwFilans are oat to oot LOCATION /ZE BEND/NG DIAGRAM 6 / Girder • Bof Flange4 Jtr rMew an11Ar S 3 62 St�riaPa 4 �'�Jyi' G J ---- -- Top FI ------------ - - - S Str� � ,GS,�borits 64 1Ong/ - rap - fall /myth - G �1 •► C 5 End e/ock - L OR 7,e G C End clock - T1es - Top Flaimp erralmy 1 �clor3 �.- I • Trades for •skewed Beans ~ JEC T/ON NOTE Forms for btor1n9 Pod rictssse NOTE for A (Y/m see G",-drr Schedw, � - - To%/ weigh t - - End elk `1rdor on, Cirdir a eha/l bt conatiuctid and fiihaed in /O it /f/_/1n ft Bach o nsannsr .to o.r Prot to coact dsowpr � - to the iroftis dvr t i/rand ro/roit � � �9� � � � --G// //J7 so i ce, 400 �or.at-o ty 4R i7W pv �Bant �:UILl � f Jtanabrrd fire a%eAr (No slow) J = i "s'on9 Cait�n9 length - /00' LEWIS •REDFORD •ENG'IN EERS - �c)�!.1'I IIti�. F.�cltih.h.it� fter d woor6�) T E /spy. NE HF I I F VIJ F 77Gidtr s/alp. -----Love/ - - - &tVAT/ON WASHI�c;roN j BEARING RECESS DETAIL, GIRDER SLOPE ' • / -oZ&OZ Pie 1 - /. %90 % Pklr 4 - Z ia670 z CITY OF AUBURN _ ' "�" I 14 -- --- - - -- --- - - P J. N . 4 TJ 5 TH. � NE,/We_ No Scots � ►�. •• � . � 34 - SL+. 7-70 )1111 till �ppr. •, •� � � C.M. ST. P. a P R .R. OVERHEAD GIRDER DETAILS c6s12-o2 7 V 5 R 3 - -2 7 1 � T //-f40 t5tirrc/a5 ' r-� � 6iro(er TSp. Blehleaen Gvr*is) 5-f 60 Full Wdth ' (Z'3" Mia Lap9ie=p ii"C,6a er— 4YE� full(e'-X �Iin. /4E60Y Fr/N WA0.4W l• a Rit&raorad Rocket insert or Faro/ 4 See 'Anrhar De.& s 770 2- C704 ASTM h4M befiaeen Girrbrs rr�t Lil yy' 9 E4b3&74Z (Tup ba e w 643) f Girder I -------------- - i 10Ctasmfer 4-EAZ Top (r'M10 /*ram) insert or fqual -- `- See Anchor Attb e e,--All Webs SWI be Vertical f Girder ✓an! g Joint - 11� ' bolt --, f� r i1'(Mrrnaa✓) kp Al Slisb a I a () Notnaal) Q` I -� — I Mare 4f Web kp of Siofe�ra/k rda of Cub - dset' Eddpr - I //.se e ��Ed9er ' _ Stirrgo 40 AAM f Lied Leh. Girder ti `�! 190' � %3 11 Future Asp»t Ow* 9 -E6krb 0/ Steel - - AA* (Mal in this (aNrac!) d' F qj gr1PrAiy �aBEARNG PAD (Abt in th/s Cart; act) I I - t - - -- --- — —� o• w Slab Rein6ziny t �,a,,,f TOP AMCMOR B07TOM AAK/rq�P -- - - Tqo or Girder Laminakd E&tftric Bmrinq Pad 4s filret SECTION C-C /) d"mic*; 2 ,.%. = ; /ef .� r0 ANCHOR DETAILS Z- E4w Between Girders - Bette Girders tib Scat. SECTION D- DETALIr C&&.. Joint with /1 X71 • b Orrl'de fax of ftakaq if "Clr Ab scak. f Bearings; f Bearing Sttw Keys # /=3' Ctrs- a. _Stab a1 Aers /t �' See Gam►/ •E" See Lkkr1/ _-- _ (Tya) Fu// uiiA bloat &Irrup5 /t m (-Back of 2-E70�4 AS M A�4E� � � � -- --- A E ASTM A43Z full E405 Stirryas / Pa►�mia�/J - - -1 _ _ I anent Levffi t1W Min. LX) M ASTMA�9C�2� Between G rs c� _r /_0• Seat I II Or i I � End of f}el'mt Cvro er-z` r &Ceo 4iar Exter/crs ThKk ,: rtk Cbsed Celt E r d Marsa/ t0 Grd� --- Girders d1 Piers 2e�3 �--i � � RaOw ub& filler C~kd to 00*0 ubrM See✓ £ad of 4 SECTION A -A - lfad o/ Pr",V Girdef ,o �* Precast I TFU 4 - _- _ Cut and Bend Lerr/ /.agi/(rdi/bl -------------- Ser DeAwl aod Trwxwesa Cutwo Fine koor ---------------- Cgorr,� Saar tit 3• 56e Atk --- --- _ . or Level , f Girder DETAIL Fat Piers Zt,3 6+j No Sc&ete. EXPANSION JOINT DETAIL st/ Sm.ftie Extend sea/ to outstdc face of &6b at Hers 114. PI I PIER 4 g rnt. DA~ y r Ab aidm lY^ 3d aO Rm /44 /1 Future A40W OMrbV d� Cyr. -i Stab Rwa Ab Scek. ROAdINiAY EXPANSION JOINT AT � PI B (Ma in this Cartrart) Bend in held /1"Future Aft aerday 5cak • l=0' (Mal in Mts CoMrart) 11' Fukre A,;o/ae✓t %Sa "Wow,Sdkdule' ,Sr�elrtK t Joint OHerbv (Mat in ,'s f 59 Varies g phis Coatrsd) -' - Bead in field /nler�or GrderA� 9� A6 S�, r Of &-viv-j t "�� -- -,3•x /0-0•f/llera Be affm Ordersfor f.�lerjar G#*f Ak //�• A/�' 'a •+ EG07�/full Lera�lh Cjo/yvr���t/ c/A(pa►�M with lu%_k71 %7}' ,See Devil E E607 ('fillet 2'E4l� Bdrueer Gi►devs 'A(Typt1 --_-- � It £4/0 5 amw --- - E408 Retrace► 6/ro�sr3 Y,.» IVETHOD OF ADJUSTING RDADWN L - -- _ _ -- --- E1109 ASTM A-432 fair length Abrma/ a £� GVdr 7� ELEVATIONS FOR VER . CURVE.Girder 614w �$I - E/1409 ASTM A-434? Mo Seek. _ full /4 ="Min. 2 ) AtrmaV to &-a* 4' �* �� � -- •� � End of Girolers -- rn Gilt SECTION B- B 5C8le : f'r l =0" TYPICAL INTERMEDIATE DIAPHRAGM Abte Girders .0w1d be held nod/y in pime when dtaOWnn " mumttd. RenkvrlfV bars Mou d be MreeloW thrwo holes to 91rders � riolr to *w)raq of eA Wor gvldera . •See else - whwe for Handrail Bed 60mWk dimensions &d rocoior%. Scalt:far=0• ✓errIcal I � I 1 Ili �•� I (- level i 441 f 5wnq VIEW ANro ae by: Pot Nevin PE. . Director or Public Works s< C7v/idll I4kF06CAw Bwn ! - lnt G*Vm G%/9IF - -- - - - - Top. Fw • (GRwt fed A? 1 t •°` Top of Hier Cw &a/lel I �� ,' , . 'v GraoF (art and — lb Roan* jog bm, lnter/cr Gliders ' gjA( 9i� Exterior va-W.) /ti t N, /l1' Level (Tyv.) l'O!• r- 4' I ll' il• I 0vfsrde Bice fd aw* tad 0j,, G�itsioe Face .,. .. (Set L�tl) _ of fmdessr l'01� .. l=0!' of (4o Beam Of + / Of Q PIERS 1 E 4 PIERS 2 E 3 Pier ROADWAY EXPANSION JOINT GROUT PAD BU JLT(/,VrZrR/M a fXT£RW GIRD(RS a REM Zt3) :�'•l:0• CITY OF AUBURN SCALE °i" mwmmm� by Do*PiLly, I=ZDo* awtI5 LEWIS -wREDFORD •ENGINEERS TM. ,/N�y, As Show sah w- Z-7,9 CONSULTING ENGINEERS CM. ST" P a P R.R. OVERHEAD )on NO. ANm••a by: BELLEVUE WASHINGTON DIAPHRAGM DETAILS I C6912-02 fie'' 1� ( t • �� �����i�����I�� Back of )%V t. Seat - Pf / '1 a V ft. Pier / / For IAWra;l DeWs 5ee 6heef /7 - - F Of &49 Lew/ Caul Abr f NO A/ad S4 INW 3=0" 5A*"Ik Girdor ApW .-Ft n+ 28=0' 900 All Pia, E Bra. (4p. e E birders) 6,�'Sbb D", Ds/ or 96/2 qY0. Erh Gnder) 3 WA r SweM s 7W'PS-0' F ger z d'Fot�rs Mbf N 4h6 4 sus r- 4rar L l"C/r yowaB" s�►se 6kder /tor Yaw/ A6-mW v 9 ! Loawflf A#mvd on SAe. N 97, O" 40w P /4/-OW 4 14/ D603 i D' Bow - 4mn 2 �bW AftWe AW _:. _► s" f 4506t #W (Crow Line) (5yaw. About E) 1 M 4.0 Lq� Bers • i RO level 1 C",C607crCl0- \ MeONar �4 Ci der I C405 L&Vlf � L�AI.6" Tireruroroe AGGti � �' �a~u�rrsc 0 l\�'Se9' 1 (Girt -Level 630w.. Jbw (Do e.-g Pier 3 59=6" 5w 3 Dd/2 (Top) I-D50G (Baton) ,_ , � G�se�'Edxr L -- ------ — —*,-— --Is rN �-1 ---� CMV /-06' - 2 4'LS !tr d • Na/! lrwrd �j gel/ wek o�ha►x ;n Drip 61 ji4W fi SAoY&" -AlWfa�il Ear/i k Te'' & Sheet L &Iflf SCEMLK Scok • /' /"0" B&Z a~ C.550/&V C302 &a to be pAmW altermle. 2M&q0ta a a agar 66 tYA3 •e' b wed A11&?A &t 47D .5AW/ )im E Lt. P/er 4 Back of kbvt Sear - Pmr 4 A 4ml b .Snit E�vltsp� Baof F ,SAObw&* (bet ev A" 4?ej owl L w abof EaWlvbkv BO�a/l'yrr�rbmd 2 =6 � SKkrr�lk b Geer E>(p�►iArr Boioil A*j irr_L�Pt-i0iy� CONWT tXPANS1ON DETA Ab 6ole Abk. All mwarA#4 1e4w1n9 to *Apkw cdmud 11*MlAslian b be &4WIAW by lad& Abr# Wea Be// r*Mp#o ue Co " ifliwed by Qrldge cywmw L AM - ed by CITY OF AUBURN MOMEMMEMN A . ALE - iA mow" byDwe � 16 LEWIS •REDFORD • NGINHERS W. • by?: .(54 Pot Ng&p P.E. CONSULTING 9N0INnRs C.M. ST. P. fit P R.R. OVERHEAD )08 No. A,..�...4 by Director �Or Of Public BELLEVUE MASMINOTON SLAB DETAILS C4012 -02 Sidra/k ExP&U0icn- rl .32"Id „ -- -- ,34=G�{, Joint L5pw ng - -- - Sideu/alk ubi/nt End Exp. ant f // EXa „brut f Rail last SNe D*Aw/ -Pdrt E/e►etan- Radnq' LSbrk Of /bvY Sea— i'C� Plbte - Grid ft& 6mth -- 6'•6'mf &&/ Tubilq fbot — �'C/�lennir-- r0AW Y &r (.�" Throb✓) - - f Pier 2 Ia'or -- �f/3'SjN.Y0f i i Siide:w/k tbint r — Roil CAP. cbrnt See Lkbil A" -C404 �, C 607 6 Rai/ f a c bW v a' -a' - /9=0' 36 P,W/ f(.W Sceces a 6-0"s 24' 0a i mw;kw A01;M1I mM&WI&IM r gPieri A fax Of Rkr- r x T4 o. Pies l44 mil Pot (*YfAw) rJ1IdIG� hh Qr1rACrtte G'W c b c. MY P60 .X • rri• r cS're/ ! .' CAD * of ) / 4'X 4`r��s+ba/ T 61V Rams AP) rC (1fmA ! 494040W -- - - - %,o AW %4 Collin: aal C607 a C6Gt7 SECTION A -A Jeak: rrro' fit-1p, Lav)! wing Ater►/ Pier l a 4 Gi�f►d E/d �x4lS'(Typc) Appmew4d M Pw pdeviA P.E . D;re&er of PUMIc Works GI9e R P• w r!' ti c•"Crl' j5AW �bV 46r4'Rl' Eft/ Tulle (7iA') MOW* w!. 2y' 2�' g . Pkar 4 ,5id&00 JOint End E4o dow See Deldil 5-C405 rcam &Part Ekvatron - Radiog • f Ego. 4,6vnt Weld One Side Ghri� /?di/ fist T'he �Vt8wk of fbVy c�3t 'iL xerr, `,� ii 411d0j JAW Tu&V Ste/ Tubing t- �-l'Jt Grind Tu6i/v as iAwirld 667d to to Prod" 3mwAh hbvitp 4#1"4 'PAlp.) Etpl zw jaw DETAIL "A" .Stdb: /i r r t EXAa AM17 utww Detail mvois to a// fhW falls at eAM17ACD rain/. � S SHOP DRAWINGS fa' raling .5AW be &67YhW for aigc w/ .5&wilV mv7v*te doge 5bu, ok Ms of fd&vatron, and locAxk an a wlian dlagrtm. ~/al(s used Ma# be 4ae6Pkd cn AAe o0wi/1g. STEEL FCR AWL/WO Aosk. tam A*ft are' a►xhor pbft s/w// "lam b ASTM des*W1bv A& AL L ft X 5 slb/l be fkglb ftisik 5 4!*/ cmt r/w/Ag b ASTM des"pion A326. L9o✓1s, w&j rem4w dull .vhrs (/l &W) 51all be ya✓i"71zed in dcru d&ve mlth ASTM ofes unw A/23. RE/OWING STEEL yW/ to in dawd& v wlffi ASTM a(es*w/an A6/5, Gre* 4Q. ALL RAIL ELEkVV7%.5 end F o3b &*// be qiwn J ows of point as ca/kd & in hOe ,fir/!ic&^m, exWe AV a r/bi w b be in awac/ alter evt/m Vull be oihen am 51W cW EREC710v: Rai/ p0. & ,vm// be ,set m rt ra( l bi/ tubes ,Shall be set P&a/k/ b rtlo&AW qrdole. Anchor bolts x1a dd be field roovw in their cnr/>sc/ M.W.a7 a -Me ptxrbq A* ,t►*w lk So m )b obtaln pqw oYQwkrrt of 4* Ao34. Shims maV be used for final a4iprenen/ of Me Aos/,s /f /gvilm:d � — Ube f fdo& - FilAer c1mow ow Free/ kD i'w of 44*m W✓k INSIDE ELEVATION — SIDEWALK JOINT Ab aSak AW for &dal * Jvinb ld 063111 bee shlxt /;S• } Fi//d JdnV f A&I Post Cum ix>c Of ll".. S s' � /1� Stab PW &$A*mW* ---, low.. 11r-r F/jt r&m P/ale Top.> i h q s . • • low + - 4- • a O 6&r 4. MOAN (7w.) 0Oler.7✓AV (Fi noof Abtt l Skr/ 7ube - h F raUmme f*s nr Rush t//fh ' feiar of wol/�' ` Am rL""6" sArr/ r, , Tube. Gard os *d &lid i o b OMW fall 7fi►rosl r to A/4r L4wr"n Th/Owss for i r f I/ef �_. Alp�en! Inside 4r 4'■i M Tube LEWIS •REDFORD•ENGINEERS SL'LL[VVk CONSULTING KNGINIMRS ""MIMOTON SCAM! ' /all /1-00 CITY OF AUBURN 15 TM* ST: NEaWW C. M. ST. P. & P. R. R. OVERHEAD c E RAkm IS sjM**4V40%uc CET SECTION B - B At SA*WOlk bin! Ab Scale ,,cam As Shown No C6912- 02 as BUILT Powy [imils of Gravel Fill Grads E/er. BdOt ill Pars /f417\ r--1 /0 Gargle 6'X 6' W/M A+t�sh Reinfwrrr�g SECTION A -A hb &ao? &Wily Gam/ for Abby' 6/me /n 64m P'o6clW f Y �r Ph „ia►nv i%'kr DromdW hom L' Pipe Moe - # /0 Garpw G Atc Wire � `6°P/• Ea�i �� �----- - Zf"Ccr��ae—Fhakrta� � /.73 (Abrml� �b t / Pars /t 4) ) / Zi4VII 51/Lr wN 5celk: d""l=0" Ab Scale A*Oslfits F//,(r/ T#* 7% Al/ AU46W PiAr See/ m/th AW A,;cAWI - f 8" Gle hole 7Am AWAr WWI for 6ds FOr. _ TION - E It p L/m//s r & r%/ .ram .bps o/ �LE)%rZo►d awe ` be No& (c" ?,aW.A &OW/le Bl/tl, Tpb` F/'I A/pu# Plpee,, aea/ m1fil M&W Aqd� ZZ" Dip Nok Jhru sac* We// for Wafer Alain B Poly Limits &I 6rdrr/ 4ypWill Z I Erxr o/' _ �6� / rekd �Srrtdrain )9* friolmq , - - 1 I I I Pier /a4 I I Wilq W0115 Pay Limb br Grey/— r� NOTES C vwe &bw power sow/ be oawradeb a/' Z 5ee Aber 4olerw pares clad a &xow 3. fAymlenr /br "tta►xrCn .sk�oet Azrlxlia�" sue,// bye ION - II 1 I � low v 1 L - wafer ANa/n All r `ER MAIN AT PI An.«ad h PW PE Dire~ of F4&Aft Works IE4 �1 "P�r/�alabld �kr/iJ filler 1 �f�lelwrd/iro�///y A{�adcv Aarrinj 21'ot�go wf e* it ,kale 1 i i �Araw�gs G�onre A t 0&I M Wing Wal/- rm/ r Belevfto we// and AsPulf f� End Cowrem 5iu solk a/ End Of 56.6 - - at b— rD +J4&w _ 7 t� a _O _�h i c ao b Jawk (\j r i T� i e � I II , �I I Z kAg Aw acb in 5aWh Sn9 %Wk Of44 Aid' 67'0' To of AWAW 46b of , � Fe •r/,klr />b lap &M er Cow 46W *1 Q l V LrS� Leua✓/ No 4 Loa NW/W o. CIO Pile GAS F'I HA cafe : iz • i-G All nx✓e✓ b dt piw*zed All re W&V t its rndli/ /06fa/lifon to AV by Mk0*VAW7 AWalal Gus Co, and Poe Amom b tv 4osce Y/ eV' nxw \ (AZ ppe Javwa A w/w) LEWIS •REDFORD•ENGINEERS rt.LLIVU C4MSULTING L'AICiIA URS WASN i NOTOM Pre&IYW %4fl/ Fi'l/u bbe/u/etn #dll d►xd Awbll W//ag / low frebr/nled kvni+ Fiilp� BeJ/�rev/ Oe or Cave* &L� AjAa/f Caweef ,b Sid�r(k urilh Caxrde Nevis. Earth SECTION C- C cam&m - level AFbrJW joent Fi//er l 'A40 *# _ = _ - aelr k/ep/� m Or�ds CC40 LZb) Cow we 6 deA W* i far /or4 Wall SECTION D- D At*: Pvvlide tw &~ built-uv 4wax; cm a/ eaah sndewer'k end 0-41 WATER PIPE DANGER PLACE MEN T DE TAI L Scale • AX 0" 7_4" �.i TY OF AUBURN "ALE C. M . ST.. P. & P RR. OVERHEAD Me NO S DETAILS r dwe-ce -f AV A v4 M U1 1 dW I1► s /WIR- I/a5�/05 ,d'.✓ U�//F/ //ti/,v/ h//� ,dx//l !/w �xtr1 glffOfY /af/•: /IAr•,y ,G, rr./ i//Jer/ere__ /v/Jh l r fiess//y .441/0,6 :rr1 Yde✓ 140// %may c/ d/004rWr InSew& •;obul/ le pored a/ /ai/le Of oaf/iy rA ►1 i- 7y _7 00 i V � *Cha"bAfd' 4- CW9 - r-- A L__ Erad � Sbib � s�obwe✓k � 9' A_ 10V-A0 le m Pq b/b E Cdv !fie Aw-$.* cma.-- -x 9" /'r "45 // LWt9bida of AAxh/aC �T b i ANit1rM�! _ i MMfoorf�s ,Lot SaQg(*d (6"A U O/W (Abt in This Contract) L R (Mt Irx/udsd �n fiis Caalr�t) J-C6/404f d" Pry Bar �bls (7ya) i 1 JUNCTION BOX ,A vx kri /x /,ral digoed 9ww"We :orGri//s b dt arlA�cJ�d b /ut/�� tr.� w11h s/gyp /i/1", Fa5 1C� d' Efru6n a►rd LkikOW „biM f3ttin� (�� �To►b/ Mbr� 6 moo: • • a 1 pr—s ° �blor�inq Ju'per U.L. t (fiftf Inknaa✓ Of fxWAW) GM&W-Retisbot T TWe Car, l /7/t/nV + 40 — -- —� + ,so F'a 1 All t o A.. _ 4, —� AP ♦ ` i y . N D/aN7 fin7�✓V -.. %hrmAW Tfiv / of awl/// �flim Am"W" 61 CONQUIT DRAIN Ues ar Aory fxwk A7n✓ tby de aka dy JiuXAW hOM ,n die cwri d/recled 4 Am OVAW. Su*= EAer. M6 8 5tw 09wit allf AW/h 1-1-4 mm dow/ ¢ 3-3 &W bAWJffty*.U* JA*Ck% 4- 017 ad am J1/t, ai m Avnk 7-10- fi Aw. Lunar f-AI Ad A' M d CYV /- /- Z --- 54 cav S/,j CAY 7-16- --- PAW fMsbdArJAW I*ad 3. 7- 3 — a v `- 7- LAW fink S//v And 6-/- Z 7- 3 - 3 Akd Dewey 310#4t* JAV Arne -1- S Sand, unlh #* A's (,may 5- 4-lam 6W1 to 73" r —-- — Ddrme Cvw Rtm to A4d. Jsd, /d -za /8.27 W sorer 6,rumel ft We/tr a 7' %E'�`' - Zl 9 *ArfaWn Effect v 63' TEST HOLE M I Sle 27fcV ,mJfo 1.. I I - PIERS 1 E Sri%bae Ekr. a ,�udarx Ekr dif. 4 - -1 q►g&* 3i/t s Cb�j TM and 6" L"t fllAe S/Ny 4- 5 - 6 Aid Paw Flex JAV 36end ev/ 4- -' (IJ03 a4v d J** 50) t - 3- 9 — -- bD jo# ay. `x uw* 3V/t 7 - 8•Ag 6mj Akd. Douse file 5//ty mad Ad =W Sat Ski O&V /4-/5•� � �M�d�� /�t�,Aid �b�i 3a►x1 loom to Akd. Casale AlAs b Ake . - 3 • ? - d fi/k �r,�l�i Jr/t S 3 3 Silfa 4v�d ui/ An /eyt� Of Gdy 3- d - f Ckm, I idZ d -9 — -- SJ& �c G-4-6 L 6e to Akad Dimam 5//> 7-14-# Laoee b beam Gray fim 504 _ tr dwn/c 9.ZS Send G 7. 4 Li&W ft;70 .t Aledlu , ,�� . 7- Ad --- G,ay 511/ti Rn�e 5arxl or/4" f/n� �7 E/env. -9 / Cjsy /aysr Erx *ter 03' E/x. Waler Cr Z 3 " TEST HOLE M2 sra ?7f 70 150 TEST HC)LE M3 M I'M I*ii & brooW of tea/ &*s .far s4!e/ //. LEWIS •REDFORD•ENGlNEER,S KLl,svvt C MLTING SMOINSERS NU§NI MOTOM CITY OF AUBURN 15 TH. ST. NE.W, C.M. ST. P P R.R. OVERHEAD L GHI NVG eI vvmxvlolWWWmrvr DEG WALR- No 9"0 )ON M O. &ilrfar Ekr. ,9- 7-7 9 -b-// - i0 -0-6 9-1e.o 4-16-5 r• 7.3 9-10-// .4 Lark Grjy fiix S//*j 5and, Loam to *W Dow Abd. D&w fine - A+IW law Lars 4/ thIn *W aw to Gray 61/ty 61Ae 607d &W D&* Ga* fix Si/#j .Sand Grey S//t C%N A6d. Dew fine 511hl 6&d fflei. -20 Ar/e&w Effect 030' TEST HOLE M4 Ste 29'0Z0 i SILT >n fs 2 %owpw 141C by 11"IfAawniftalkv, lJ/aar.*" � Phpdsed � � � 5rr �S�+d 3 a✓ ems. f Pier / Sb 43_049N Ekv 90.13.610 E�83.G911 4 � ) #eosg X - e %�Xwz fP1r2u* 440054 �•Ga�xra� S�go�e AcN�cikn , (sea aAW85070 ,9'�1•J I9) ; _ _ 4,- TV sr , }� 1� 11 33 bo Aal2w E P/r 3 u* s0 s*09.34 Ekr. 9y1►i 1 1 1 ►4 ac W Z e a � /N\ LOCATIOA OF Ifli&#xh C itak r Akin ESTIMATE Q ANTIMES /7rAf UNIT aAVnTY / J;rkve Ex+cdrevi r.. 7Z0 Z 6rdw DOWN bf Wo//j c.. Z/D i /r xo eadZNW xw Malt ea. Z 4 furn+sh and Arie P/ks 4f 1770 3 CAM r Ca=* h `' OWAW c.. 3Z5 G C4M Ax CaUW it c . J10 7 ficirg JAW m JabowAve Ad / QV 9 Caxn* JApy AebrAw s q 8x /0 and Aw &48 lean, DAWWOW Aw 000 qa ZuWl Abvm b AC4W AW L.S. /Z Irnsb// Gays Aw/7 L.S. l3 1 1/ate// k 92Y, Mb L.S 14 B1' A67 Gram/ 1/W&" m lines 4o of AbIl Ekv. 6d GS 65 ; f Pki 4 %.* iVV47. e9PoC. E/er 34 f Exist/ '� � � £1 1T. Q4 Abin/int Tilxks �l! /_S,Q/,dWOU .SolM ftAWYion _ - - �C Pear ITgQ) .Seas Devi .� I9% 0000 � /I , l LExa�Vi� Gra�ad , 11 11 f future Trecks ;;`.r M b7 Best " Gam P/M Sec IYAWJ lei AV 4n1kiAFbd ELEVATION P�/s Iip �e�/,�. 406 : / wd , Mdrlr: Graolr el~A s er r fi,74W go*& ob w N.W avid &v e#dl to pvllk 9Wc.. Avow/ h,. Pat Now P.E. Ww" 601-- M i S L9'10'.X1'E � LEWIS •REDFORD-ENGINEERS Sra.Lsvut CONSULTING LNGINEM a/ Rai/ I: /S& #JV,.* 4440X • EAw 61 as IaN. 153/*97. 0 -- AWN RAILWAY PROFILE (As SarvoVed A/ d, IM) f /5',S/. N. W &Vr Z-4"Livels iof Bell Telkp�" 6 l.wh A '� Ca�l1 bf 'SrAe~S kV l3i° t%d GA/OL�rs Grams h � r /;v .SOLI 14w/v 7 7-'4� 51=4' Z' TYPICAL SECTION scale .a ==o' GENERAL NOTES SPEC/fiCA MOW: Aej*? mMp* ae &iaed w 1%5 u5&xdard jr H/p/m/ai ,Q %*mv Amr'&i Asi .&c d &&* !/4&W MeW, milk /n/rria 40wilkilk»s as Al yUvera All ivalerwo and avl*m I1/ be o a:razww, railh A* zeme/aera~s c✓ 4x Skte of #8MiAP* r o DW&- Wr Of H 40, Sbra4lVd �olxil/ - mt/ons far &ad d1d br/aoe Cwstract/a7,$ /%Y q Edi1w "/AGs : 7be &;b"/ a* and iA*~Az ab W trm a Ae d' Aw ta"Owl, and ern ~/44 bk b 1/k Avolvs & #Mf Abrrmlbn Gfl/(/. LARD/MG: Deod Laed - C&vA* • /W /As. ,w a R fua#r N(® V*V &r&a • &V /As. pier if 0 Linn &ad-WO-44 or *w c 'tacks 0410'd/s. AMAW IMG: Ber ie� &WI be **Me /QW, in &wrd ax &/* ON A6rtS-(� ved(e 4 04w d/brmae Mod! Lggaed 4WMIt W*M )Ra? AW Cfi OT CNOM- T/k cart #7 A& / 0'4 and s 0( AM Zdj ,A✓r he class ayty Al/ a* MXA* JA ✓/ be c/ass 4x o /nip. gE,%v LiVIT STRESSES: &ifl&&Iap s/ee/ (A)Wmadiek gra e) - k • A 000Aw amMMAcwin Wlvn u /s sdawoAli kmw coxirN • Cbss "B" �` • 3Gb10 Iwi : fr r /1tv Asi Class '410 r • OOOAY ; fc • AWA)i Cox/at Ao pates/ bins , AW1 be 6W pv a✓ X dots. Cavz* sl 4V AWAM &U/ be JSAO Prw� si ai*a, oaks aabr�vbe mW.. C4NCRE41"' COMER Ao aI' ma&W sW era, 40 MW basviva /V 1"kd- # • 50.0 aV' MJAW jw - f 1.0 ud//s - Z' uIAIMS &JOOWlJe SKEW AM(L f: 0.1t1'09'e Sin 0 •0 J446700 Cas o - a g jazeim W / • 0.36116Q94 Rf/NfbRC/MG 54R 1afNT/f/CAT10N : Reinfblxmrnl &V// be dele/led awordlly to /be A C. i Mava 1 o/ GLvtavli/aQ F3ed1ce. Bars are nw*vd /taus: f501 1 1 bar IwAkr (bs/ tub digits) bar we bar bcallon (re foo", 0&aerk, etc) � •F L ° eople'77r(t R = NX' T 34�O.te' L (o73.4I' P/. Back • 490'01. 46 PI. Ahead 49+97.54 CITY OF AUBURN 15 THe ST. ME ALW. B.N.I. OVERHEAD wAsm,"aTm I GENERAL M.M AND ELEVATION SCALL As Ilhown )OS NO Cri 2-©2 8UILT Demos ir-. Duo s C7 Fill He � 1-T fc r 4940 �4r of If llbomv _� Lk Aprrowed N' Pbf Nevine.M IE Director of Pr,bYc Works cap* S/aArd Link Ab Mewd (/* 5wth E/er. 99 76 Z 0• Date fix/) on A&de Fay of W/ng Wall - ; m Right of A Tmfrlc on ilkWh E/ev. 99.71 �\ I j farh E.�d if P"ije it min Bekxid i J avv V - W" E M" E.F - Sauth Elev. ".80 Abr/b E/&.. 99 73 Ar Sulk WING WALL ELEVATION D-D &*I.P 06 r� ktr of Wi/,q Mb/l A" AWP A". 1— — fi--- "M 40 A M \ f/ewta�s - , f��naokbd �bwn� &Vm hfa� F//r (TyP� Ber AA A50 - I � A!4QG '141 A,007— cow.. it. un/h XxY CaiAR&W .S► AW Key - i A410'9 F4s MEW J�'G�niki R�r, " Ale A //1' IT .5eE awaxe/z5 i IL I i i � cvoarts fdr�d �I : ` by dewlled2xd I SECTION B-B // L cow.4 W* 4?-/I%71, Co�n�rs �S�v /(�xjs Aw f4� �I �.. c-f�ti •r�' fi�ran � �3 ^� eft' J'4• SECTION AA For Aaceilal o/ Ara oncOmY A6/Z 41 AG1.'S, an 6dcAbo I-f' LEWIS •REDFORD •ENGINEERS IrULEVUE CONSULTING ENGINEERS WASHINGTON ff Pity /i7'2►Cr ZN(it3(��4 REF - KCIiVrVlh 150* �dt'• /=o' WAX f/k/ CIA W IIYL�i�6' 4tad�a �6' IAw •/AID' A49Z, MWt /-tI J) MVI A6 i-figo p* tar m*W far d Aa*3w &# AV g** /Ali iWtbr SECTION E- E Sca 4,08 /=o' TAI 56 E.f N A// ex ay.V rmrlrs of 97' or YwAw err to be li/kted with %` 1' dfewdy end beveled a*/P. Re-inforring /s b /x seruffi►+q w1fed In p m dekyr �ve/ete �s Qxrrald. Mlrnnwm C1W diJ&re from faro 0/ fie* b ImaPr /rIn- /o/r'i/V AV Aa b be /1' unkss o//ura W , W17. BUILBrame ox1m�c& /s to tackfill &vad &V plea lb .w+b9&* � did brrm t*%V/m vrNh GuvrdtF//// as ilvon on ,9*e/ 29 for bwing AW sod 9/m/ A20 d'e/a//s 4.w .shee/ 26 5e/ glydera in plow prior to ~Ifg girder .sRpoa. f, f indks/a effdb /ice IF irdiceta I~ /ac r 0. f inmdkaka cuter fans &40* and daaM►q d dart r&W04 aVAWWsd 11CO i/e/ to //m a"Ardct. CITY OF AUBURN SCAILE- A• al+ow�+ 15TH. �/N.W B.N.I. OVERMEAO Joe NO. PIER I DETAIt..S C-402-02 1, T T,p Dan 21 M' file Ne. 111 i .R) fen 4-f5X ;�o 4-f707 &Alb n (Type 84 A419 710 Abrtb E/. V. 97 5ardh EJ._ SL?6.3 aI o/ der IYeI/ Girder ,S�J Lewd (TqR) 47 4-fS06*.� v /l� � 1 - 0 fen 4-f OM;1 y4 z a Co kw of fob d 59- f707 t G" &V*n 23 = 'PNvw.v t Seat Sl-A4/9&L' Z-A416 rear 66w#v 74 Z6' HALF PLAN - PIER 4 05-F411 E.1' 4 Ze-A92/ is l' 0' ( - w1th AM 39-f" •- G" Top 59- f707t G" 60/tom ������- PIER 4PIER 4 / Looking Ahead on Stationing AMro.d by Pat NovkWO P E. ow0aw of IhrWie 1A�Orits (Swmrrt f Foot Myth Ele% 9506 5onfii E/eV %, 7/ g/S,'S✓ N.H Sb� Af�478.' Center SA*?dard kite Numerals (Ab L 9le Panel) on Inside fxe of Wing Wall on Hight of B` ! Axmwh/ng TRY!rc ar Evi g Gar 1--low Farr of wiv Wad/ �, a -- -1• �� Fllv(� Stvw Here Scale: rip MI Abdh Oev 564.5 5outh E/e+: 9z l/ 6-W5/4t/=0"E.f iV` 6-iti66801=0+Ef /i0" Z4616 /iO" 4-NW Lslef.f --r- 7 4F ! 1 1 I 1 TO ad IF�a/lnlp Eka 79.89 vi EW C-C��lbmre�- 17. 9177 AW,7 .Sala faPWNW Jant OM/ &wt ZS Of Aar --_ M / i l AOZD Ef �op 1� 8 A4/9 W 1 i } IX7 4 4 � c.g WWI iJ - F609 Above/ i'0' B,It d 6„ — - CY0 �r ¢ F"IAP r I .I I I 1 1 I I I I I I I f,3/Z f.�ls E. f NG WALL- REINFORCEMENT DETAI L" A5✓3, A4/40 A40 4,4416 A310 - �w6u060 &AG g Pier Bars A3/3/ MM t &Z fc'S ua%J a i" . Ll� o 11 I p tTj _ r 3 ! , g " by Zm! ALdG(C�c arks A.W./ Afc�(Lalt, �a�►li A,�+t% MM, g A - A4ZZ A4W, /I4K /-/16/3) / A4K 4 A6/3 - L3eip�n rirl/i bb�r �_ V! SECTION B-B rka/xv fete Of pe*154/ end Cyst J/ u/ith l� x 7t ' _ _ r'' /40 u/l/h /s'� .ja' bides. 1� 'orl Seek :�' l-0' cant/fiw s 514W Key t 45-14/3 A4Zl S A6�5 A4/6 A416 E. F �jl 3-A5100 Ab✓.110" /1 "R 7, /' F4/! E.f At Cor>>i/�io� Sir K s 079,d? fdl0 �v • � .- 1 f609 iCTbB • F4// v SE-�y_TYI�10N,- A A e /too fa i dilon of ZwD marked A6Z4 s A6& .s4-c 6ecti(vi E F LEWIS • RE D FO R D• E NGI N E ERS fi1ULEVUE CONSULTING ENGINEERS WAAMINOTON SECTION- .Slcak : /W' NOTES AI/ e~ comas of 90* or a/ rAar are to be li/lekd oath a �g dressed and beveled shrP. Rewbrring a b be &ecivre/y ue # d /n Abce before conrcek /s Afhmon clear d/sktnre flan face o/ aloe/e 1b near re/nbrc - MV b dr u b be do 40*4 f otherr//oe 3,fVW17 Br/fie crntrdrJa 45 b Gxkfl/l O/W d and plats b &A6grade aid berm *101/00 ui/th Wd#VN Cage/1 os stil%W 00 ,vver e.9 for beer/ny �wd &V xwt qtd deldld5 %f sfiele/ �S Ipt gin*r,s /n Addce pr/Ur to Gaur�rq rder �bPs. E F indke% evch lake ' �� 1. F /nd/twat law lest D ` /ndiGd7u oulw brri �rlqu�j � s 1 ?."/ MY cIN Of aft 1NMffd1$ �holy6 l C ITY OF AUBURN 15 TH. ST. ME./N.W. B.N.I. OVERHEAD PIER 4 DETAILS Dry by Dwo shmi Z Z P. 7 M .shed 34 e-7o A"IsseI by /lb No IJ- !'/-3 ' ' Z Top of Per 3 -4 9 -o'(ro3j Bin E GA*r / v.• w v %qw G at AW (l fir DeANAs see 6&Oe/ &5) Ekv. A 5�3& Ater 3 &v. 4"45 � 7� r-i r-7 -11 Ekr C r- I s i WAVA rrwUi r/ LMUT- PIERS C 5wk : oz/v YXT _ . rktp" E.f. o /144,4r ffo' -- - R&4? 1 IV-f3t%, Aar J �:.' E F' /9�G' j Ei Aer. E � am F Ekr. 6 fo3tv E. F. Pier Z P"E.f fter3 Lap Bars )OW s Po" //n the A/tWle (J -4f* .,Q 14W) P" E.F P/er 2 M7 E.F. Pxe fMS e �Endo/ 4 R%o'Guss Beam N t7��rt���lgpi+�` • N-p3mll r3 Q 9-P=9' E.f. ' d-rcxv r-P" E.F P&Z /•PU ff fkr3 U LJ U U U U 4r..' I I Air 9 a// •i'' 1-ft, Ef b ft 40-f9* a 46 fg(/ Ef. ropii - — Z6 •f4�S • /'o''-Z5i'1' - rwAy. 1w r l EN Alor n► J _ cUc rAC P"j j '2 �r�0000©00©� �., ., ., I7 /M/ /. Adak & bc~ ofekwi vm see /'Jbr EkWA n ad aotlad A ,Mile Aya) P" m9rl laij/i P.5w4) PX7 Pie-3 P5�7V P,� Z t Pt Per3 t — - i A �,� SECTION A -A Gvmw rnrnW by 4 Qwekd Zxd 4=2�Pkrs Z�3 Tw of �- A+ �' fkr N6✓/ 3•, Gear �;A I ----------J IL r�r 4V 4`0' x )RAP.�- �/—__.__ _ PIER END VIEW lie SECTION AT i PIER Scak : = r-o v ddo' r 70) FACIA MLL DETAJLS &dk: r lv uqr�!NOTES � 1 NPhr�abld ur;1h a end, brr�skd NOV.err fb bt fi/lerbd _ _ _fill1 - - �TqD C✓' !fie M(� / � r --r i- �—X -,1 --r _ _ 1 _ _ -- _-r: - -4 - - y a-T Re nfQ•u� urdy Awed In P bekye Q I AI/.3 afy a�v+ & /S pwa:e -h '� best P/A� s ' + i � Minlmorn cker d&sbnce born tece d comic rele /c V. fed d Glob- Bdwirp ixr rpinlorcinp bar /s b be do unless dl�ICnoli! Ybori. �1 + - , - . - • , • -- . - •-+- -- -- - '� i/ e F �radicDks exh �6re 1 �. Cam- �? - 4J' 4171ACIMtd pvk tip dn�t�ns lay Arm Z4 • i &fe a5 �. !' . Pdd- Gek�r dot�tm d land Okra/�av�s fov bwlN Aid and �tavl fad bib .lrr 6V•rod 13 • 1 -__ - - - I u u u 7 Ll u u u .�.. _ZG 'C4/gCW� �"Orak 4� / 0� � arri E�krs/ekrreis bv/xf��brriNo r sr.or DETAJL B -LAY(XUT- PIERS 2 E 3 GIFADER STOP DETAIL /Vb 6zv' ILT JCO• N / �.' � ~ / / sir ,riffs � ' 0 .. Anw-"W by O 1 T `t OF AUBURN SALE °ir br. L E WIS • RE D FO R D •ENGINEERS 15 TH. ST. N.E./N.W. s� — 4 F%t NIwi11�.P.E. CONSULTING ENGINiEZROI B.N.I. CNERHEAD )os MO AM"*" by IJb we owecs'O' of F%Aft Lq PIERS 2 & 3 DETAI L.S Bt.L L[rU[ wIAfN l MGTOM Ci�li2"C�2 ��- AAOTZ O/ni4•rhww�• .two v/ ?"frespl 4 r /ov sx/.yrrf ar Ae Pius. Jf /nfi�insdiofs Dio�o%royll srter/cv tb�c�r iO' '� 'eA°''ns /ess h�iion /02 fY C-c ' T l�bint ot'spon �lbr .;,Don Idill 6b'O" or 9reoter ALL DETA/LS Ql1/ T///.f e rter or• yrie�ir- oc - /02 /Y c 90* Beo/rns n�a.r MAP?- c b�. Al �aracirt QI', vav7 /8v� soav v'/f SA/EET AM f�l r r " T/Aff Ago ,�Av4p 4wrpt v(w- /Novl Ow/be ,4vlpi Ob r/ot No /ibi��sdiot�• db�cvly vn soon /o»9/h �O�O'"av�ss �11efTtNsMyZAD JTANNO t auti/ o^ moth o 4oli hl ,o�"Ap. (/Ifau+br »� /�'!� r.! r7 .r✓�ar.l- LL+iit .s�xa^ i t o1 Q ` �PrcAr �p vertico//y R�r = A�� x n� obriot a•� 1ian o ,alms .sari/acr Slav✓/ be � " s5°i. Syrn�n obt S.oaw MMOV Om Y, o e�r/�rrnov fed a✓' sxtov�a�- �ci�virss & moat as s/parr rs rAV 1. UK.Ihood o/s yI LIIs-_.A71 2AV / Opr, /�oKo 2 _ No/s f 9/how Af l ' ! �sMrh B� 1 • , ercela% o/ ortordV. Q'' �bvo/ �b !bf'ilui - 9�i�o(�►�r d►a►t vzreafowf of ixtoira^ A"V / ptac r /nrsvrt. �ro(rrs' t /A*(Vf 6" � f'gi/�dr/• C�nt�/• a✓' r� teasr�/ ow y /nt P, Ctr to ar. &W" s Ost»i/t. _ .ltreovy�if s � 3 �►1hiYt ��T 2 !/n�i h(o' ab�.r' y Ave". Cos i l th waa .Sns 'WARO rr9 Rocoss Llsla'.�' /Yo✓/w /Q�vnt Mammal E.rlW?46 o' X/maos © /nt Rior- NOTE/.7S et X � except forw/v brr--_—___.----------- -__--- O.f Coitiis9 Lo»9th(f/'-O>/.s lChav /s/ 1b gw0,0F arr%/2'cowt*yAwl /,� N� or We (No/l to shss) 6✓RQv4g ELLrtV44 SOW AW,a d st,� Aiww ,✓„o,;l ,aw�,w.a✓mel ice., ,7 ,o�nts. ....�tii� Lrngth Boorii� End Pier /f tlyo /ili�in� /oopr srtw►�d t/yvr/ f/fo /aoielirry► l�fvrb tYl� .I/io// Ai c�v1 a✓Y' prev� X= — 4 -1 Ulf ��l Opoo Ab* • 1� pori/'r'n9 de iaod(Ml lbb. A// w ing .�i�o M& WW Oe 0410� /rnslir Ir Ill S wr.47 O'/& AS• st/w/rgt/y av pWvvw,YW n� rbvyj , JW/W /,&.,#� *qOs Ja ~ "ll 4?fi vvxd era%// � A// IeIYwlwIr~/II tl/!7 conry /h shmw ad'tliis rb oW .�a uo' �.rlirnd /./Yii�g s 1b r►,)%*? Y-Va* w� a✓' •� ®®0© K h tbs ba/Ibn at' /Y�v ©©� ® iI Dis�ws. ,d J 9" lip 1� 4016WA DONS O&MA LfO AWRAfO / dTR.4i&W Aiq�E/VJV~tf0 MOMME rayo as'c�/bs.�, ` 0/ OO D OO © @ ®O� © '� t � /Y.II�A�1D srR��wv� .�ECT/�AA/ T�r01�1�/ N/Ei �7 , , Z i La'ot.�ovs vi /!% MT. ,a / 2 'A6* wwaP z vLA/ T' 6V ;I/44"•7• P' Si Bir Ni Nt P pJ �? 'g Ala o/ /1fa d /• // C /fi��► l6rti'is ( J ,t- - It Pa ipIu IN /la 44 00 /(6/ 04 2 G2 04 Sfii�r, / G3 •S � 3 ' t Fn � Gars � i � 3'-06 9- 's'ofrs n�aw. ;� 6 Ad/JdB STJ�i//YO Ar/TTi�JrN /�% E �P�/IV J Co �•"�): ! f /e»gth � � ' Aofs strand o/r�aJrs 'f�l '�'�� ��o tl�a�/ t ' 6: s /Xaoyos ,Did Strands (20- 3' S,o✓ics� ► on t si/�obr' 4w o, s/ror�a� /Q, ©. w+E� . / B �E" 9�" lY ' lCi' GO = 62'- r %C 5 145 6 Z31 l3 . m 9' 9 Z•- 4- Z C 9�d" 9:X!'�' / / / Ida 1140-9 ' //D= /�0' )0 389 .30 &C 40 350 \ / 1-3 s sr>is: ( 3 �'s•t'-1" Z D 3'Si0' 9 " 91' 1l6'-9 ' /ie ,5 1w l0 ZB9 30 d68 4Z0 3,30 6 r ' •Lx1' �' / _ //T=2 ' J=D• l0 289 30 848 40 6Z0 Si30 I ` 3 f JIYf 4,3' 91 1G�' / 11Y //aF " i-0' /0 269 30 &8 40 5.50 I �e �� rtis � STR.4iliD A�I rrERAI (iXs/'r'�d J�'1irJlor a��y) / I' 2 1 r gam' / f P/e�Z f Ai G l�!!/J - . 3) F eW4 s .i1/vA�1d .Vfcbt#*v JWPOO � w //l //j 809 7is s/i�D// dr �w� /O, Q, I N ,000 s 4W IOAbirrt &9 *V1F1 ptr fnd b ' s 3 rJI NW. ,ab�e� nis �nr � � Sae .lard 1'9 �bv r/lborls /!� �s,10 w vela nrdin /ill�gler. /nts1e►>s b r A7'0942'- 60 ' brd J//Ar a✓' ce,�ir� / Z �ss .� his GirnffA ► la;� L' 6*vi r Ej 3 o- J E.rtr►r�d rotor a rca /-c% Gsafor a Grit�(r 0 G F BEARM RECESS DETAIL GA WR LAYOUT GIRDER SLOE �/nt Pzsrw ZtOVA06M 9�" f' sf ' Pier / 014&lG 7r lit .�crwrds 4-/,aa'� V Pra I - 0.9(2l5 x /'Rad Job fts /.irk V Awv//i/ w 6 sir t, /-o'.�ip r � a''� _ _ Piss 4 'Oeos -WO )W ­ql j W, --@NJ 7510 EA/O ALOCR ELrfW ZZOW t'-o' ©i •� /'-/o" d /P TIION/ di Y ' Cal o// strondiSin 9, av' 9t vs rbfir oAoreoot of �� ��x /or wou�OM� C AV- Pbint ova o/' t/ash ytrav/o'i �1/h an opp/-orsd ipo ry /•si/n R! Znd Aims (j J wi 1Ovtilrr . b*0064 ► . _ . C'lis•�EiC�IgNl &~R W1V0 JIMOM LaIC.1f/IA�Y AVWOIAw at�All►�Ii/ I siOtifer mommommimmi s1 &- - ►! °V'r s A 2 " st/ APAWV t T i► ELE//AT/DuV wV °1'�I I� G d " r f Wll­s !tr0 @ • M �' • �" - - r / id s /Yago l �.s Ti.. Cartwy Lwagl/y ' / 11 6 AW dbme�f • L t .1 row b oabstwAo' / Apm sAow4P s 4946 I S 9b' �3/,,,� �ran�di �r�ew sad As rwwwd 408 f,,w IWA* • Ties 7�P �(o►'�r 2 Abe Avw&wi / AV r "e&r • ANW Ol 111 i Stow I K AVWPVOW .040d y of* .b161e/r/Mfg 7 // "NAM %`o/1/N ' 2 �a mm limmmommm '10�rr'j r/ow Ol �f ,!%//Y7ip/ 'l . ,r —' 1 AW" WTAtL �✓ N01f : Ave I �'' dnf Iw ��► ,ANwidl ,4// gro(rri /D fnd Pion on/y !'- i"/nar 7 = 6" of •.p• //•. /' • /'-1' -� BUILT _ AL�IN OWAA /TIME/ LA1O LAM ty . 400000 ve r ` far�v Ar bowl // �jE rng Pod roeisses sr�iivii /tee con i 1 warted o»d �� s . � : �u ow/w�✓ /n v�ti o / wil an of A W Ib Cowso do••wy�. Ob rtis —' : _ .... A,fMr, e'er Dvrotiw a(w+vy tti.r a r�rrWw ap�ot�on .fiii�wd .fyoio"i + fitin+e(id i/rorfab /�o✓ IMw". . CITY OF AUBURN ' • •24 L EWIS'OREDF()RD-ENG1 N EERS do w �,A. 7)4 15 TH. � NE/N.W. s L. M A- 7G ► - RO "i+•. F.B,N,I. OVERHEAD . Diroebr of Public ♦� Work. W� ,. �+ � � � G ROER DETAILS 07 41 5 TR .. q.? 'f1- 1 7 T 11 E405 Stirrups f IOinl � NOTE *.All kw/tdi/b/ dote on IA,,s ,slxej ere �/ b 6 z Dim. Abr� f End DiaPh_! . aN�euse ,s�awr� 4p of S "� OO CUM f Grp r /1 Fu/uns Ar II Orrrkiy r- k Ftihre A ✓i &At* �' (Z�r,�//� Low) ; r NY �I */j Canrhd) � E3dLsC (AW /n Ilk Cao dr/) ' � G(�e � Eder I • 5e+e G*// E--- , g /� tab (. �r •Sale -VIYi/ E Wb! <2 J I r r Alin laps — _ - -- �` I " i �drrrelar� G�rde►s OJ( �� /) X am jw/# &C* (y 4-f0?&m Mho Ifa. CaW cbW t K eW /71 SECTION C- C 'w�/) �✓j ,s�a� i =o� r, --- - - 20 /=o M be 6dv � (%�) Ski► � � i=•�' cn� Alb &.alr SEAN D.-1) �, Fui/ WOM � 51imso nts�bri cxvw EXpCAW Sep✓ ' AM tm*n as b AaAbri * Aft Of )bdM SMb a'N P1�ers /t4' IKo Scale -- IN�►� b G�It - - % oRlro%wae /sky --- -- 1-EW AV Em A577I A-402 t9elraea►, C?#ka 41Z' if ' � i I A4J % % I V t r0' Ew4a B�e�i�v c�r�brsr f� d' r G,�r Ems, a� , A.$.TA! A 432 I—rEaagor 'e�+ r i'Tl�iar cb ed Cav £ ✓PreaW 6i; --- ; End Of OJr av i Zed / ftc" /�d6�e► &bw�l fl kr C~kd A ��; t I Gi�r i A -A kilo Sier/� a►N T�tsvdse -t-- /00 Boll ---�— — Abr& b 64* owme ve,*J/ -- L Nsr�►kaV TYPICAL END DIAPHRAGM - PIERS I THRU 4 ;a a/A Noe - -"-- --C �; joy L ; 1. �' LXJ L� I W.R 4 �p ��/r�j� POADMY Cfj EX JOINT AT END BIERS EXPANSION tn6� fib' cY DETAIL or am /nt. D�aroh. ANCHOR DETAILS n� Scak 'AbNr: Z*f d AW b avb* �An /t 4 091, W/W 6 Ica/e: /f!r =iO Ab ,sbk" jdW ar Aim /14 NO SCa/e �t --.SAC 'Gbr SCli�t' Z,a fjJM�►A� �'jIR � B*j ar% A�cr�Y QW�i�y w &40&se AvW Asr* &W h %� fln r oo*p id h Ar /n /e LaNr!) - A�Cb Nb/ I'C�y- Tw dGiob' J'X/',0'il/kb L�e�w� G►�iar ==T =- r Mi ECG rd/ L&.k* Soar Aws s Adpo A6r. � I Lqv 4a) �3i0'.1/1n. Lap) ,Qiq. ` r ' ant C*W 1 i ,Q &AW-- � frl. C** Insrl cr tom/ - 4- E409 Berux+en 6*de►3 METHOD OF ADJUSTING PCADWa G AA1r JAW 14// ,Troi7 w,, ELEVATIONS FOR VERT CUR1/E Ato Scm?/e j E///0 AJrM A-4Je i I !u// Lm�Ni • EG�rt�er -tGi�, �fi�d d G► 3rr ,yam► Ll�bib � � - &I l070 (4"-2`Min. Lap) Atv b CW* d' J -�' r, %dGow B�I►� f 1 ? av 10 CrAgn Qa�i All WBAO AW/ be *rtke/ -- E6.j- ! I c d off ri#vw ` -IS Aelf ;fG Gow fiyd TOP d ffr CAP Awk/ TYPICAL , A " G ,,., Feac b 4*v �., CrA&kVGr n, N, lid tEva/ (Tyeµ) Ab b: GjW" be Awl/ #n r�- , ; off a✓ �it i l� , it c✓ Cato B!avi s*ar+ll/ nM�dLfi paar �i 4�o�p�s ere ,. � r � � n/ � �. ,�, �JG _ .�. Ax*w Amb eiv two &tw be MrwieW #NVA b 4240 In q% f �'+�' i► � Lsve/�. `'� !� � 91M" pia► b a/ &ArAt r' p+i�ir�r. J09 eb�r ARV �br BEING PAD Affld l eM &4*100ik &ANM" and baeftW, l,,,� &MAW* AIWIV PW -- - o- PIERS I 14 PIERS 2 E A � ou P40NIW Y EXPANSION JOINT ll "l�bf; t ; L u bwu •i0 # "0 f Beerin� p (ANTE/4 W EX7ERM GI4R.i A7 PIM5 Z t.l) �• /,/. r Appowe' 1w CITY OF AUBURN SCALE- a"" b''AJh LEWIS •REDFORD•ENGINEERS 5T. �LE.lUW "•'"°'"" N.rw...[. 25 COMWLTING ENGINEERS 11N.I. OVEWEAD /09 No.''+'- raw N. 'M°,°' Of ^"~" aiL�s�ut WASHINGTON OIAPf4RAGM DETAILS C40"2-oz io h 0/ L �� ZO-t I S11tyl3a ed�S NOlONINtYM InAJ 174w � JOM omma +O /o4owma °N '��� lEl ,c� ,....w� ON .or aV3HM3AO TNT 1�>f77N�!)N8 !)Nt l 1�11iNn7 Zd•«+M•N iad 7.ivmns N1'N/'3'N is ' �I 5�� � u ION a • a UO9 a HU•SIM HI" .,.o ,q ....a „�„ N a ne n d � o k1 I o A, ,..... y 1ki/u+ v/P/(N 10 PP" 4w� PUP j 0/ /�ca^ IMW (001 CAW P lam/ Uej) AN /S'*Sy i ( &1) a-viins p'ua'/IS✓y 41lm /ucr /cry /aV7 Pm/Ozm`� w /N/5' V1gap //P/PUPc/ JO- r (/avi/oo) vww u/ /qv) VWWO /lP44*V ain/nj P . p18,f f ##-V _ — - — alovial1y AR- I'd aqM do'JC Mo 092 �*fflpvoy ,v;d? BS AdAKTVoa I`d�IdA.l asAVcuo�1 £'m ( l)JaCNV d3'dc7I (au/7 unpoo) AN V*O i x A"WO&,grDOa7 .sl /W aac almr2/1v Poi'd Uv#09 low-L _.._P9V-L_ --- --------------------------------------------------- - -- -------------��-----------------... \----------------- -- ---------------\-------------------1.---------------- �— �— ----------------��------------------.L---------------- — -----------------�------------ --- i\ -- ----------------��------------------ Zui�60Si'I-P, 1r- -------------------L------------------- ........... — -- -------------\7------------------n7-------- \ y�e� dhl glgu Z LOLL \ LOL�i'i\ ----------------��------------------,--------- \� \ Z �5'-04121PO-6 -------------------------------------------- --- &�W09 6096J l WA.'9 L ut7-,c A imp-[ xv-a PZR19 F' E/ a1WJ911V Pa?P,y UAC/10qb0V -18 i FOV-19 OVI !OV - 291 :6a1LOV =,P r gavot, /9/ -700P (.oi19 /.V.7 01) 9/96 jo SYAc `b/PO L� (C/srJ/9 ; -0 VP1) J ro/d #V '&V d •,6 bem wow ,0;6Z 00-'92 frp.11!q dw �rlrawOl _ f6�O•P •&�?7- P , � d3 ,P • /b0 6 ,0;1 11/h06 '06-61 C/bp XJ 7/br7 'leap / avwq 0Ju Amy I/ov j /109-n ;'Ov /o avy apron ON08(YJN138 13VIS a/Purajt/b' P"Od (01 ceg r /M uel) WWO9 1017-L dl"V/V PAxW W'/09 PM-6F t COW- Gr I i1J.°t'1I ,9 OTIM-sr A6 go M!' b/ IV Ow°P low-L P lgm- L 4 ?0w A/ Pad "/O9 W% OVI lov -LL ',P;09=,9a MNVrS/ ,3 E Pl''er.3 f Gildm f 16IDJ/ NW-7 ov t Gfrd6f-a -"'� /63 4WMado" M=B'; A64-LWI ho 62-AW 4 A? ZW4 &,bm, Hared AhWwl6e --- --- ---------------------- ----------�------------------------------------ ----------------------- --- �� ------------`----------------- --- `----------- ----- -------- ---------�------------------------------ ---- LaGO� �� ------------ `---- --- ------- - - - ----------- _ -- — —— ------------------------------��--------- w�EJ07 �-E707 — -A\- — ---- --------------��------------------�\\ --- — ---- — BQ5/oQo/kv»-,►,,� --- --——————————--- 1L------------------,�------------- - - - - - - - - - - - - ----------------- --- �r-------------- `-- --------- ------.1L-------------------�L------------- �— — — — — -- -----------��------------------� ------------- 21z". Tao r4rh G/inbr -45Ovi 3 --———— . 1\ -------------------,L------------ D81`---��-------------------,�----------- as Ao lXLi6 A?-G%M C & Wf &*m. Aced Al/ernaIe 7-0407 &d6m ?bad A//erna/e soak : d /=o' for 8e/3 Abrk d &W t E707 me ,SWd 26. 0'M�/71(r41R all 61mW -SAw J) c P*4 J � Jib AIL M!a9 f. qC. A #04e A 7ev>yaiV Lick � Ab Saok 'Ab* All q#t*o 6r 4w 3 are Am* to Lim 4 • �S'�YAll1! N. Arp..ved by: Pat NovkW*P.E. Director of Public Worm . . . . TT-4 t /5a St. # #. *Q'j9!r �. -v. •'i i' LEWIS -REDFORD-ENGINEERS NELLEVUE CONSULTING ENOINBERK WAEMINOTON /=0' Level caaa, W7,v c�c� 4te �-,3-C403, C" or C405`Loor t _ C3A�l=L IF y•5#9- - �— c a f CITY OF AUBURN 15 TH. ST. RE./RW SLAB DETAILS II - 'r hw Raw Orlo 6mow FawdolIr 2 - 4' Uuns for del kk bw in AWffi SobmW*k Only. /i or Caw /A a oo 5, mw*k for S.9fwy Loily SIDEWALK DETAILS Soak: /'_ l=0" Bars A&*ed w6j, C; g? air b tr Pliad A/kina/e fray &kpbv awoult a o*MV7 (*/a// 6e &s ge Zi. SCALE As shown )05 NO. C-"2-o2 kS BUILT 72 of 54 by: File N•. t-Tt Bark oi' !'averment N� 21 '9a • /! Rail Exp. Joint z.5 de MOO ' e44'-0" 17!3f 49 Rai/ fsf S s 6=00= 25=0" 4' E•�dE.�xrn Jar, c(.s� [orb:/ Gb�t E�►,r8/ion'�Ebi/irk) \ Ft S/deraa/k gib w 14 J61P St Mlle. F &**1wel/k ✓avnf F &¢ Pier / L5 C I- z/`7�' I� fAer2 _ N � Jcvni I ` TVA &4D Plbte 4'x 4'x: •,.9&J krdaq Raib (gyp) 1 � Grind r►�eAd 5drboth - bw"6'X�" Stele/ Tubing t%t � "Chrarntb► Threaobd) — I , I � I I � I � I � 1 , I � : Q I I I i I I I i Q C607 0• C6m SECTION A -A .Scale ' I 1;0" Winq iltalr/ j Pier l or 4. 49 Rev/ FA V Si // Rail Exp abnt Fear of lW wall Fatted in CbxiE>e-, 06 Qar (3 mil) i L5 C40s i 6=o' - 2940-00 sa • M-0e = P64-0" 59=, JWAbr/hMe .% Sauth Side s• -i• ri�'xL' Stye/ ifude Urw�afc 4eX40XJ4`kr61e) Cirind ffe,4 0X4LIO(TVp) AMewe/ by: Prot Nevins --.PE. Dir9ctor of Public Works Base R /-/�"• //f =!' f Sideaw/k r/oint f &y. Pier 4 a= AW/ P4%1 (Iwka✓) 6�'"tbrr lam/ � P Cap b 70 do fibi/ rxcx , L1R4 );& Back of Pdve w&# Seat 7r rEnd &.Zomic» Jaime i See LL04i/- /4&/r%q -� 41 4 ;pie Ske/ Tine (Tp) I I C/bmfer f EXo. Cbvnt Web Om .5' a* S,ideu 1k AP of /z"As�/t ' Omerhv, (A& )n e 7Ji� Co�esrt Bolttom of -- _ 403brd&d Calk Sk+e/ Apse In/& yr Coupl/ings E/boru n g SECTION C- C l Q rn Ij-* s �4"5td. GA.,, Steel Rpe Caw.. Skpe Pm1ec11017 l-0"(T p ) ELEVATION , II I — I 'y Tubing Grind Tubing as *a/red Grind Edge , to Prod" Smooth Albvirxf w•X450(Typ.) Exm5lon ✓brut. DETAIL "A" Exc&uim tbint Detail o'tgvIles io all !lane rails at expanspn jaw. Rail /�Oa Ouls/ote lxe ofWIN " Slab &V 451bLmalk --- l�+' S' S" , l� ," . " — /,4.1-4 • / lose Plate TyRtoo­ � � Ct,> pfei G•r"�i Take 7 , '6 ArAmor P,fafr i /', �4"'q••f " d O Neles (TUp.i Overs/red (frontOf )%,e 51eel Tube to FX1111ate /°lacemenl Flush WM17 face of Wa// 3i x3t`,�"�6w S>ee/ t' Tube. Grind as Rege Bulki up to Obkm fall Throal to Aiken Ex�v.nsbn Thickness 10r F,llect Mb►�rtaent Inside 4:4%, Tube ArPT11 LEWIS •REDFORD •ENGINEERS �£dge 01' Curb For plan /ors/ see aheae/PO INSIDE ELEVATION — SIDEWALK No Scale Abk' farsideawk'1o/nts of �Oier5r gee Sheel 26 i • ' •'E/ Jo/of SECTION B - g No —Depress Cox S/gb it Around Drain NT NOTES SHOP DRAIN/N65 I6r fdllnq S/)d// bE 50M.,lied toi !uwlete d/naen,51aAS, delu//5 G / 1dtr cjt!,yi, d�ayrv��. lsla/Ena/s used .Oo// ae *iec/f/cd c:%/ )x r;4,Y/A . 57EEL FOR RAILIN(j.), r)o5ts, tu5e potEs jrld crx hi.r mmok;rin b ASTAf ae5 jrvliGn AJ6 ALL 3aT6 sna// De high re&s/lc, steel <c✓i%r n�,/� x ASTJrJ oc„�g/��/,�, A326. i/i J!!'✓rGfJ CF woo AS T tie dFy/q/iJli J, A/C1. gE/NFOfrY•IN5 1')7EEL ,ahu/l ,�! jlth 46 /5 , Grcdc 40, AL,j. RAIL ELEMENTS aria,rosl.. .5v De 9 vE,7 cccl.; ,1 afrEr eMchro Fh'E _ TiOh Rai/ uosrs . •/a// /-F ,;c � ,� / �,� �� Y', � •,,: - _ �; � . , _ i , L�cJrJ /�/ 1G rrAyjw, lq y/JOE l/7 t//</r 1Or2CCf �'/i1,7 ((/�%�/F f•h/r/ 1//� /��U// f r /' 'ibl,I,/l ,oW,rr ,rIui//i7AC//1 /*, �j/ ,,) /,f 1��- , ,,,�; t /ir i /c'•i. AS BUILT -44 SCALE Draws by- Dare Sher 28 As Shown P J. N. V7-70 Checked by o1 14 S. L.M. 8-70 - - JOB NO. Approved by File ho BELLEVUE WASHINGTON BRI DGE RAIL Ek SIDEWALK DET,'S C-6912-02 1-71 7fl S R t .<#3 Si/ - y/ CONSULTING ENGINEERS AT CITY OF AUBURN 15 TH. ST. ME./N.W. B.N.I OVERHEAD POJ 6m-'A of Ordvel `Fi/ 6rdot, E/er. &1IC A11 r3Er5 /f47\ \ r1 /0 C~ 404' WMIF Ales Neistbvrirrq -/gv>rtrn�nr �/e CTION A -A Ab Sco/s Gravel *641, QdCkfr // 5// le 6 {6' Wire 6fine in ,Skase %tw1loln 1.75 (Nrm oro (� Q&fAdW hbm (' A* / P/ers / e 4) \ 5rdr - J' fbrlLrarbd SuA*oin 0pe ��'' �. be r - f Pier 1 Gr d 2 e r SECTION B-6 SLCPE PROTECTION -PIERS I e 4 AWxk Ab Scs/e gnaw B"amm*l r Jy L,m//S i ..)tructwra/ A.;vtra/rx Flier fi 41/ /I wfe ''a. Jea/ wain nbi Asphaa —t V' vw Hole /nru Od * rvul/ for Gds p1pe iU C /m/3 r Br, -caw CTION PIERS 2 4 AbL II I I (id-5 PIX ¢Pipe i �tC T IOt --']AS MAIN AT PIERS I ` 4 B Poly L/mats fir !r~/ fiov/li fndo/ faovi / ('Pik fach End +!f P r /or4 i 1 �f�isla�6L� �,b►iii f/kr + / �l%416011 Ior . /=p.r / � f��/�ca1/y AHredar Aclr�i r / 24f4 o W/X-rk Moir s/gae La lr , iArdrrr G�eaoNc in Toe bAx* - B /. Comrete skpe pwwaAw she// tke cawructea of A�6c>;d Cr Aww Cao!{ , CaweAr. s dec/heal s 6r 4rther rtgwtAlo AU- J Abglnew for raxreie &We xolwllm " j/*// be vEf sq. W. kPar Aw 4' -» GriAI+Ae✓/ bwrm✓ Awl ram of l/ S/aib - % •c- /,d Cap 7 �krnr� eb Carxr 4M A61 46 17 h �'�f ,1�ilykr H& Ail/ 4 lark *►s W 679 D. Gels Aw g pt� Grinnell Pipe &V/ or Equal �aAS PIPE HANGER DETAIL Ab Jc0/s A// metal b AV gMiWWted. All maw" /rwWmV b pelt mein /netallallm >G to saQW AO Aw #40##VW Ablt#* Grey Co, ovd ,ns/e/Aw dy brwv rw.. (ds A" /mwfn b tv , et 20' alert (laPW ASVM IqUAW) M' za Pot Nevirm, P E . Director of Public Warks �� mall . �AN W.All A*Oka* Aft. Jr4* 1 Al *xw Aw 4-0 Do. /A* Ift 9wt* A*// Ar Wslrr Adi*- Ab Sri* Wing ft//' PrrAarnklar v(a►i�✓ fi/kr BeAIrew b CAIIIA w ~ ibpit C - I End Co crefe 5iaeMd1k 81 I End Of 5Wtin A j ,I I II i Z kkiakaae aAab in jaw* Sr k Only PLAN L 6 rq'. d� x0=6'. t Apt aw A610 LEWIS • REDFORD • ENGIN EE 48 BELLsvuc COMWLTING slrcxNIMRu MaNg"Im PI Slab Prelr�rm�i ./CNnt �/nEi Beta een Ault ow > /l Bri/lt c,W A,w/w, Mann Winq #*// - ,=bc'E fte/�rmed �vrat �//,ram Berw�� 71 E� o/ Corrre� d� �,spk�/i !lrr�d b c5/A%4A* WIM 'brlrrEre *45 SECTION C- C Caabrm 3 ltHr/ I 3v I lev OW '1V Able: Ph3✓/ 1bir dt~ boil `ap aiW s; oft at ejdC-5'dswjvk &w.. Soak: / V00r BI44 Clog r✓/ �lwriilr Lf A C 'AmrAdw r-4P FVF. F SECTON -D- D cbrnt F//ti �—' G�Ixreior ��ilol�k -P* lar4Wall jar f.*lrraaw aw 40ID SAls/ AN SVMN* jaw a► An lei 4'De. AM CambW (Ga kffk d) A� tw/,?t br B�dl � • � , . . ,.. � �arro�b►i Haar • ailOri 'v Araew✓ CAP Cba m& up-J /4T orrrsb& aw b f o Ail $ /n 5iobro* b awr E*wmbn am, TELPHOW CONDUIT FXR% SM DETAIL 5iblb L,arrls Abb: All mwMn►*6 b Atrt+otlrlm aOMow imw&Aw aw Ar Aw mr*ww b be &qW d AV A rl& AbnAw/ X*Mbw Co Me br*# 4srwwa r hb �aes�e #we Am* Ar wow /avw Aw/ 4r A60w /n Owr wt6a 4' Stec/ figs (Crl�►Nred% so Awr * rror /Owgo &#* On wilt riq OANFrb swe A*/ L� Ar rail afi rar a(r10 isom Lr ! a AM* A W/ M W L- � aar Aw WIIT /'""AL SECTION A-A Nd BY - CITY OF AUBURN 15 TH, ST. N.EYUW. B.N.I. OVERHEAD M ISCEI I ANEOUS DET.'S Dm ohm T:.= 8-T0 file me. I-71 1 .�O�rnfer - - 6'"�6 "f •' Ski /4�sf L19hi 5o6nd& dr8"ham d/a no/ Inc/ i,;-) th/3 CM,,7A-oC/) Mersa R (AW lxAAdlsd ig ;w Ca*acf) %;;�- Avlyde 7avc of S/ab le a. • s . . fXp& $6? did LW*Or 67 u(�i4t fltti/g (or mw AM - Jo'Ue/J�r w) . uit - f & I . • . �, . O E Qorbvnq ✓w,, eo I& *PV#vd (&AW I4MMW a _F.xWAW) IT EXPANSION AND DEFLI Ca►ram"- Reaiwow T Tope Cp�/ l` uiv -Zmw P/0 &46 ECao fiae o 4 -C609 l�'�' f 8 r mowed3-C6/0 6D6 " �- ,0 V.-V j �!/xlbn Qyr i +--- t • � y . T&ram vrry / of cw*ii fi/thv.,l N.OTFS A// 4b*rAAs p oh%iV b /#VhV do Mm- �5�(do Cows► Bo�r' 1s lTyp„cr✓i b Ar JWAW &j & 4V c4ordwb►, &i* _ _-- _ _ - - A* avow ar L i�lit, 62e ead c I A! E end ,oe►1 of JIOatW Lra .1brh�x ckiaw 3 yrsrd /� Aova did i •� i i r; 049"01 moo p(etsbe Awer R� LNi Srr�6rr filer: ,D t 71, S-6•A! i i �lilbou►n _ i _ _ ' L• 9•d • 9• 0-# • Aff*oow by. PIS! "eve a P. . CHVG~ of Aubse 6rfAns L(W 3LOl - &Z' oovoA d Dow f-cfwq Jwd idy S//1 A" OWNf-C ��aid 6• 9 CAM � Mll Liar G�► SIB t. G% riirld�► �. �•'�d Lba3e f•C Jrl�/ .Sr►�d GM AWLbe FC JW bw Sri D~o AAW •A6A#v Ame/ f*w-Cmw Silt CAW raw f•C Jdnd, teas 600ei .m s TEST HOLE DH - I Sls. 43 # 3'9.50 rsr.LE"I r �". -' %`.-J-• '-ii: is / TEST HOLE DH-2 S to 43� 94. SU f ONWLTING tWANUILs E on fs Sw 580 too Law f G►�, Laoee-�Moiol Laaus /rr ,Belly �.iand �''d•'� Jaft C/y. �iiN � � �'c Jiand rrre►yli�q e4ab d//t AO-16-ZP IL•11'// _ �i/l�sr A�b�ol Lbw finis •C4r�s Send `_/!• p _ GW.S►Nr w/f Jisao� �vArrdso(s Lis �7•// — — oamsbrw . 4=5•deds CbWoiy �tlt 1!•!!• — — �' L� f�C S� Eler /Z3 f /�6- 9 Daw CAW Jow 0 61Jwd A •6 -Ad fist Sd�/ fiend dd 3W/ -rice •/ 3= TEST HOLE DH-3 51e, 45*,?V50 AkMe ' rcv- Lorefl/oo of %sf hoArs , 50r Sher! ?O. WAMONOT M CITY OF AUBURN 15TH, sT w, TEST K&E OH - 4 54 46e57 50 $00 T *A BUILT wr _._.._...s %-.� WALE MtDow 'a.. me ser.4- .r /or no, rA, w. O•MIZ-� 1-TI 7y �7 o/ 0 (, I `J Ash Cone Box IJ BEGIN 1:40 TAPER Z CONFORM 14+20 15+80 (24 LT) — —� I I to — A•�A. 1 Uj w VON — -- — Z N G fs N 4 8 sT 8 • • = lad REVERSE CURVE N AUBURN WAY NORTH N N FAINTED CHANNELIZATION TAPER 1:40 BY OTHERS a io i• r W _Z -i TELOOR N w w • w w w - o 0 0 zs a ss a a a a a a as a as a s as a a s T T I Dirt T T T —T F Z 28 12+10 TO 12+50(6'LT) INSTALL 5 TRAFFIC BUTTONS AT 10' ON CENTERS. ® 12+62(28'LT) CONST 24' NUDE ASPH CONC D/W. WITH DEPRESSED CURB. d ® 12+46(23'LT) REMOVE EXIST C.B. CONST TYPE I C.B. (27'LT) CONNECT TO EXIST DRAIN LINE WITH 8"x 4' CONC PIPE. 31 12+46(23'RT) REMOVE EXIST C.B. CONST TYPE I C.B. (271RT) CORRECT TO EXIST DRAIN LINE WITH 8"x 4' CONC PIPE ® 15+65(23'LT) CONST 32' WIDE ASPH CONC D/W. VVITH DEPRESSED CURB. I _ +1 — ° • /®' j 15+08(26' LT) CONST 32' WIDE ASPH CONC D/W. W i Tu ncawcccn ri na OI 7+38(28'LT) BEGIN CEMENT CONC CURB, TYPE A. 21 73+80(29'LT) 15TH ST. CONST 25' DEPRESSED CURB. pp . " �. © 15+06(261RT) REMOVE b RELOCATE F.H. 0 O�U R�.00'� t � ',/ 15+80(24'LT b 241RT) END TAPER. END CEMENT CONC CURB, TYPE A. O2 8+22(28' IiT) BEG i N CEMENT CONC Cf38, TYPE A • 2�2 72+85 TO 74+20(26.5' RT TO 13.0' RT) f 5TH ST . INSTALL 13 V TRAFFIC BUTTONS . AT 10' ON CENTERS. Ls 15 . T 1 ' 21 6 7+36 TO 8+30(28' TO 47' LT) REMOVE EXIST GURB b GUTTER. O 0+53 (17.9' LT) ADJ C8 . � T 8.66 � DMt Q4 8+40(51 ' LT) ADJ INLET. e 74+40 (29 RT b LT) 15TH ST. END CEMENT .CONC CURB, TYPE A. � � « I f 8 />=29 13 15 � / 8+22 TO 9+46(28' TO 2T' RT) REMOVE EXIST CURB b GUTTER OS 8+53(58' LT) ADJ VALVE BOX. R_ 15.00 I / EIS CONSTRUCTION 0 9+ 17 TO 15+80 (44' TO 24' LT) REMOVE EXIST CUM a GUTTER. ® 11+25(27'RT) RELOCATE W.M. T=3.91' SCHIMLE B ® 10+54 TO 15+80 (25' TO 24' RT) REMOVE EXIST CURB b GUTTER. © SIGNING BY OTTERS ® I2+01(26'RT) REMOVE AND RELOCATE F.H. b ADJ W.V. BOX. � 41 '�� O7 8+71(85'LT) ADJ M.H. 6=30•46145" j /i ® 8+90 TO 74+40(73 TO 19 LT)REMO1r.;. EXIST CURB b GUTTER 8 8+81(91'LT) ADJ C.B. 2 12+19(28'RT) CONST 22' DEPRESSED CURB. R=15.00' 4I 73+83 TO 74+40(19' TO 20' RT) RIEMOVE EXIST CLO b GUTTER. �9 8+87(70'LT) ADJ C.B. 7=4. 13' / d F:c E . F:E�- , : HAryuE, � PMINTEO CHANNELtZATION 10 8+90(30'LT) ADJ VALVE ( 1 I ! W OfHEM t �451 ;G t 54 28'RT., GONST. 44' DEF. CURB . F:EL-L CHAWCaE; I I 8+72(2d' RT) CONST 30' DEPRESSED CURB. t44) 11 t T ro ZB' RT.' '_: � 15T. 4' LjE P c: j k 6 C f I 12 9+ I T(37' LT) ADJ C.B. is 1 CURB RETURN , / I 9+21(26' RT) FI 9M EXIST INLET. CONST TYPE I C.B. I i _~ i A78'45' 27" �� .0e I © (27' Rf) CONNECT TO EXIST ORA 1 N LIME WITH 8"x 4' 1 1 RW6.O0' / =' I 15TH SHEET I L=61.dG' / `' // y.' `�► A = 47•00'WO1010 i I COMIC PIPE . I • 1 T=3!z . 94' R = 200.00 9+50 WILT) ADJ C.B. � 14164.061 I I 1 0• ( / ` L s 164.06 I 1 T $6.96 I i6 72+29.33 P.C.(4)15TH ST. IMSTALI. MON. I 72+44(28'LT)I57M ST. COW TYPE I C.B. OON ECT © I // • ,;. I 9 1 I TO M.H. AT 71+90(E)15TH ST. WITH dr x 75 CDC PIP£. I I 0 1 63(:. d 72+2d RT) i m ST C)O sT TYPE I C.B.0 . B . CONECT r . • / - ' :A I TO C.B. AT 72+44(28'LT) 15TH ST. WITH d"x 56' COMr' PIPE. • IB ENCO CM RETM IiTAT 10 N ROOM' 19 73+08(2' LT) 15TH ST. REMOVE C.B. b PLUG PIPE . I / * •�'.. I ! T3+93.39 P.T. (E) 15TH ST. INSTALL /Owl . •t.. L=79 P:c.o+s 4o tK F. , - ... ... / / p TAT . 43' Come Red IL NMI I I 6 LaiP.T.04d0. I 5 91 LT. / �/ I 3 // Y •• I 10 AsOt _4, 1 '00000, //// t o (41500 40 7I+90. ji3lad Ny"K MOM 0 % ?\ 0 1 0 a 000 so' 3' w INTEO CHANNELIZ ION AY OTHER$ ••• •44 e w 12 w w II 3 ` 13 ) —w w w w w —w w w w w w— w - w w w 0 0 _ -- -- - ' � •/i/wl ' -isr•r awe i� ��>_ - ��_ �mmmftj jummmp- It is '!16 z : __4 t- = i + 1 11 lq t 181 1n 1 11 11 Aulu 15+80 W PT ' R a 32.Wl06r ` IA A o / # R = 3d200'NrI BOIL? n MOM /� L w 50.35, T = 8301 .92' llr,3l+3W ° T • 37. Od , �Y..-.,,�lv;+•1- i CITY OF AUBURN SCALE- 11, Drawa Due Slew _. --- --- - - RE DFO D ENG" I N EERS ° o b of 1 S TH S T N.E. N.W. a lief/ s 01111110- Wlfl� It lift - Pbt Nov ins, P.E. • 1<� : V `t " DIMO/o r of Public Works CONSUIJING ENGINELRO R LLEVUf7 INTEFNWXTION 15TH ST. a1 ALMMM WAY JOB 140 7+30 TO 15440 AUBURN WAY 0WZ> 01 +�a WASHINGTON SCHEDULE B CONSTRUCTION S74 ?.rr7 ZN- 292 a F iAr• V I+f gut a Dot► 6 67 ,77 67.91 4 * I CId I AW of .I5 66.Z6 61{. 36 68,A7 66.57 13 Dimfor of k�v.iun Public Works TOP OF CURD RT a LT ",68 ". 01 Exist. a 40•�009ir 641.93 66.06 "1 16 0.27 69.35 66.45 CITY OF AUBURN SCALE - REDFORD ENC"INEERS 15TH. ST. N.E./N.W. As ShOwn CONI IANG ENUINLIRS VALLEY FREEVY&K Eq PROP, � BURN WAY N. )011 No. �ELLtvvE wAiMINOTotr SCHEDULE BCONSTRUCTION CAMW 67.48 p 67.63. 67. 77 12 eu10 Draw• ate Dshoat 32 mm ! - R.L.R s�Q °r_ � arm 0 iirna (N011aw "L 339 ) 10-ZIN-J �+�� ��� � � O �1�� 11 �z�d� NOlONIHlVM 3AA7'1'17f ON fob 'N �ldM ,J ,nV C LL AVM3�3� A311V/� sti�aN1�N8 �)NIJ.'1nvN0:) MF73'N .lS 9I UMoy>Q a 5UH21NiIDNiEI QZ303QHU Nunenv io Aiio �— —� i' ry • � ec 90 1 L � 1088 'slum Z6.99 LY 099 61'99 Pill 99 OL'99 £94" MOlI M -W 133 3SWW dol ' 311 OVAM 034SM 8 SSYM ' 1W1d 3 M HdSV =Z smioM v114n4d r9 • v9 vs • 99 Or' " ZL'o0 V9'99 99,99 ev'99 L 9 ' 99 00 ' 99 £f ' 99 9£ ' 99 kc ')I A 1r i om mat 3SVS 031V3M1 HdSV „P — 3 SSVIJ ' 11Nd 3W HdW NZ/ 1-Z 9 SSV't0 ' Iww am HdBV .Z/ I - I V 3dU ' lJ3IM ! IIIIMIO MO 1N3t'JO-� 1V I OUS so I WIN I N 1 W go 9 ( Z/ I - I ) ' S SSV'1J' ' IMM MOO 1N3r30 --N 8 SSVIO ' IHAd 3100 HAV oZ--N, ' V 3dAd ' 13EM 3100 1N383 —%, - - - ---- - -- — -- -- -- t f- _ z£'99 Or'99 Z£199 eZ'99 ZZ'99 CIF*VL 01 99+ZL ' V1S U311110 9 BUM 1S I X3 30 'WAON3H WOU MD LM INS WO 11." 3O'Vd S I H1 r .. : 1NAd 300 HdSV = 9 1S I X3 00+S 1 01 OV+L V1S E 09 9101 OZ4fi'V1S .te M AE S3bv% h ♦ c - L- v 4 4' T 4p: R -- — -- — — —Aio I' 4 STW -- — — — — ----� _ l — — -- -- ' N -,, RFvERSE ��JRVE AUBURN WAY PAIN t :N:NNE �`tU!v a. - ------ --� � -r —� �--�--� -�—�-T TAPER 4C, 8'y 3T1:cpS-� _a—�- r p _-_Elba CONSTRUCTION 15+80 'ESr 90Rit�G N�. n+ a s rS a �J __.-_--.—_— i Dirt "- ' 3 r93.3 10, .� r Ql �~C CC 01- i �P I)A ""'END +ONSTRUCTION �.' �� � 7440 TEC Zz ' N 1fMER': �IKA 1 CURB RETURN - = 82°26'21" R = 25.00' L = 35.97' _ o 1 I T 21 90 ' / �� v q !� r ,_/ O •.a 1, / / Q� • e.• S•. 'r' • = r 4 3 . tY CONFIORAf I qc a LEGEND oo'+6Q :,; �, r' / �' i..�.•�� PLANTED AREAS u,. b 0+40� , .) a L t. ;� NOTES „+;' `• s r ,, 1. PLANTED AREAS SNAIL HAVE 2" OF TOPSOIL PRIOR TO • +( Kti . � . ', • ; � '• , • , •• • • ' � • • , • . - 7 - NYPER CIIM CAINYMVERPIANTEO ON S 16" 1 CfONNSrORT NTERS r, Poo •. 4' r , • ... • "'4�'� `. FROM FLATS OF 162 PLANTS EACN. • , 't r • � '.!i S .!• f , • ! .fit , 65,5 3 • '" ' All PI ANTED AREAS SNAIL RE CULTIVATED TO A �' • • • ' • �:; t5' / : , 14 SL I REANA FLORER I NC PLUM (5' - 6') e i 6 OEPTN Of 2" a�:'' �_ ; �' r: = e n 0 �\ oor ✓ (PRUNUS OLIREANA) ..., _ OWORM 7t38 29 LTAt 1 �' �r �,,jr .It 5' and L 4 1 REMOVE ASPHALT i � i PC W8'� T) PC �� ♦ 79 33 -- rJ -- t ►). :AUBURN ;SAINTED CMANNEL17ATI(A i By (}THERS —� 14%10 (t�TN r T 1 v T -� - }, + ► - _ _ ' ' ' __. ___ _— AUBURN WAY — -- � � -- - - -- - -- - — • , A - .. r ,l.I .n•r ,.h_ __ M --' N _.. � � p . ♦ h' h A h N A ' n .. » w w r �lTry 1lT i► __ -. - _ - - .-.--==.ti�� �Yt•• w r•s rx•- +ss-^, _ _ 'e' - '� T' .r*w - e:./L' .�i�-- .•V _ —_ _-....— ii-.__ 7Vr•cl ..` 'T'i• 41, Ia lly'GrT i .'ct 7 i' Nr♦,4 {41•ly t. GUNfORAw r+y. �•r. �1S QUILT c 8+�2 (29' R? �,�,4Q c r r) • 4'. ?4 .e9 L1 r ' t / 444 •� � DATE os "p'"r'd w: CITY OF AUBURN "''� �� w h,'�o °i" i ' Due owt 34 - - --, REDFORD ENGINEERS 15 TH S� N.E./N.W. s.r�-zd ��'� spa ' ,, 34 — — - -- -- Put t*vwmt P E Ci Niki0rlrlG ENGIr6ERS INTERSECTION I5TH S'T. ak WAY JOB No. i 1 Ill 1D 1M>f RIN M� Public Works BELLEVUE Swe"INOTON Cdo12-01 + REV ISO Dirocfor of LANDSCAPE PLAN `•` Jilt •� A..r SCHEDULE B CONSTRUCTION -7y