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I. 2. 3. 4. 5. 6. 7. 8. 9. 10 1. 2. 3. UAB Lu J h� LIST OF DRAWINGS SCHEDULE I UAB PLAN & PROFILE, STA. PLAN & PROF LE, STA. PLAN & PROFILE, STA. PLAN & PROFILE, STA. PLAN & PROFILE, STA. PLAN & PROFILE, STA. PLAN, STA. SIDE STREET PROFILES S I D E STREET PROFILES DETAILS 8- 1 -1050 28+00 TO 31 +00 31 + 0 0 TO 36 + 0 0 36+00 TO 41 +00 41 + 00 TO 46+00 46 + 00 TO 51 + 00 51 + 0 0 TO 56 + 0 0 56 + 00 TO 64+ 45.78 SCHEDULE 2 HUD NO. WS -WASH -98 PLAN & PROFILE PLAN & PROFILE DETAILS CITY iOF DEPARTMENT OF AUBURN AUBURN PUBLIC WORKS WASHINGTON STREET IMPROVEMENT NO, 122 NO. 8-1-1 015(11) HUD NQ WIFT%qw# -WASH 98 F— U) Z x LJ cn W MAIN ST. C] SCHEDULE I UAB NO. 8-1-105(II) SCHEDULE 2 HUD NO. WS-WASH-98 REVISED- ADDENDUM NO. 3, BUILT IIN Z Z 40 �J s Z Z ' 50 I I F---*] J us U) LL m H N H 0 CITY MAYOR STAN LEY Z w Z I OFFICIALS P. KERSEY tf l,V y Z Z cn a 00 a W.MAIN ST.'0 I E.MAIN ST. �/ L F F_ � cn F— H co Ln a m a COUNCILMEN 9-1-70 ROBERT KLINE, MAYOR PRO-TEM RAY SONNEMANN, STREET COMMITTEE, CHAIRMAN THEODORE B. NICK"SON, STREET COMMITTEE RICHARD FIEDLER, STREET COMMITTEE KENNETH FITZIMMONS LEWIS • REDFORD ENGINEERS CONSULTING ENGINEERS FRANK S HAUG H NESSY HAYES HOLMAN DIRECTOR OF PUBLIC WORDS PAT NEVINS, P E. BELLEVUE WASHINGTON 0 706 70 STR 2-F60 S H-1 PROPCSED ■ ,0-0 (J D E LEGEND EXISTING PROPOSED EXISTING ElTYPE IV INLET O R TYPE I s SANITARY SEWER LINE s CATCH BASIN w WATER LINE TYPE 11 CATCH BASIN T TELEPHONE CONDUIT O MANHOLE (BURIED) oa VALVE — RIGHT OF WAY RIPRAP IIIlInlu STEPS R BUILDING 17ATER METE ¢ UTILITY POLE RETAINING WALL -- CONCRETE CURB (VARIES) --� UTILITY POLE ANCHOR CONCRETE CURB AND STREET LIGHT OR GUTTER LUMINAIRE DRIVEWAY (CONCRETE WITH FIRE HYDRANT CURB AND GUTTER) E) MONUMENT DITCH, STREAM TREE _ __ _ CULVERT BASELINE OR CONSTRUCTION MATCH LINE SEE SHEET 2 MATCH LINEI LINE CONFORM LCOD LINE �o - CENTERLINE C TRAFFIC SIGNAL ----------------- EDGE UNPAVED DRIVEWAY STRAIN POLE OR STREET SIGN POST — — — — — EDGE WALK OR SIDEWALK RAILROAD CROSSING SIGNAL - - - - - - - EDGE ASPHALT EDGE CONCRETE STREET OR �) TELEPHONE SERVICE POST — DRIVEWAY m JUNCTION BOX RAILROAD FENCE x o STORM DRAIN LINE GAS LINE G LUMINAIRE CONDUIT LUMINAIRE NUMBER STATION REMARKS - 1 29+00 RT. 2 +75 LT 3 33+00 RT. 4 35+00 RT. 5 37+00 LT. 6 39+00 RT. 740+56 LT 8 42+00 RT. 9 43+50 LT. 10 45+00 RT. II 46+60 LT. 12 48+35 RT. 13 50+15 LT. 14 52+20*RT. 15 53+70 LT. T— 16--55156-L-DELETED NOTE: I. LUMINAIRES SHALL BE 400 WATT LUCALOX MEDIUM SEMI CUT OFF TYPE III OR EQUAL. 2. LUMINAIRE MOUNTING HEIGHT SHALL BE 35', SET 2' BACK OF CURB WITH 6' MAST ARMS. WIRING SCHEDULE 01 1-1/2" Cnd W/2 +8 OR DIRECT BURIAL CONDUCTOR. 22\ 1-1/4" Cnd W/2 #8 0 1-1/4" Cnd W/2 #6 SERVICE. Approved by: Pat Nevins P. E. Director of Public Works U 28++4:S+(22' LT & RT) BEGIN CONC CURB & GUTTER (TYPE A- 1 ) & S/W. SEE PLAN v(3) 28+56(22'LT) CONST +21-'WH3E TYPE D CONC D/W. REBUILD WITH GRAVEL-T$ 68' ET C: 28+80.5(30'LT) CONST 4' WIDE CONC STAIRWAY. BEGIN CONSTRUCTION t# 3 U) --- _� 0 2 8 N +10 CD mo r— +' I— U) --- N /-c. D END OF CONC. CUR t GUTTER � S1W CONSTRUCTION 3 O5 30+05(18'RT) ADJ M.H. © 30+11.2(30'RT) CONST 4' WIDE CONC STAIRWAY. 70 30+25(22'LT) CONST -36'WI BE TYPE D CONC D/W. REBU I LD ASPH D/W -T8 56 ' L-�F- ® 30+38 (22' RT ) CONST-H3'WF' 8E TYPE D CONC D/W . U 30+50(21113T) CONST TYPE_I C.B. CONNECT TO C.B AT 30+50(27'RT) WITH 12"x 6' CONC PIPE. Ira x 10 30+50(27'RT) CONST TYPE II C.B. CONNECT TO OUTFALL IN EXIST DITCH AT 26+91#(27'RT) WITH 15"x 360' CONIC PIPE. 85± II 30+50(38'RT) CONST TYPE II C.B. WITH BEE''TV GRATE. CONNECT TO C.B. AT 30+50(27'RT) WITH 8'+2AX 1P CONC PIPE. PROVIDE 12"x 6' PIPE STUB. 12 30+61(23'LT) REMOVE C.B. & PIPE. I Exist. �refast Curbing I 7 XI I.. 1 r. Exist. Underground Service \© rim 6 Ducts Conduit�� =1xa MA ■mow U - • m ., .. e m . c t- ` ---- ------- O I m-.111NEW DRAINAGE DITCH (TYP) , O so �. i� PROPOSED P.S.P. 81 L. UNDERGROUND SERVICE *NOTE: EXIST TOP CURB EL. LEWIS -REDFORD -ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON 30 CITY OF AUBURN MAIN STREET SCHEDULE 1 28+00 TO 31+00 PLAN 8c PROFILE Horiz: I"=20' Vert: I"=5r JOB NO. C-69F3-00 /N\\ T3 INLET 14 30+50 (21 ' LT) CONST TYPE-1--G-13 CONNECT TO C.B. AT 30+50(21'RT) WITH CIO-" x 42' CONC P I PE. r1 N AS si OWN. W 16 CONST 6" STUB TO R/W LINE N AS SHOWN. W 17 CONST 6" STUB TO R/W LINE AS SHOWN. TAPER EBGE OF PVMTFROM 44'- W F6fH- AT 28 . 14. 51 TO u.TrI i EX+ST-AT-z24t 88. J x F a 31' 70 STH 2160 .L,S',rk Date Sheet I J. F.B. 4-70 10 R.L. P 8-70 °f IZ G..t �J 13 uy� cRL 8-70 8 70 SH-2 isi 0J 31+00(22'LT) CONST 36'WI BE TYPE D CONC D/W. REBUILD ASPH D/W-T6-56'ET. OINSTALLEp 12" CMP AS SHOWN 2 31+48(14'LT) ADJ TELEPHONE M.H. N ® 33+04.60 9.6'RT) ADJ M.H. Addend 0 O5 33+10(21'RT) CONST TYPE I C.B. CONNECT TO C.B. AT 33+10(27'RT) WITH 12"x 6' CONC I I PIPE. I I ® 33+10(27'RT) CONST TYPE II C.B. CONNECT TO C.B. AT 30+50(27'RT) WITH 12"x 260' CONC PIPE. O 33+10(37rRT) CONST TYPE IIC.B. CONNECT TO C & C.B. AT 33+10(27'RT) WITH 12"x [0' CONC PIPE. - RAD PROVIDE 12"x 6' PIPE STUB. PROVIDE 714 BEE I I YE GRATE. rr_: 2 A = 92024'57" c'-j R = 15.00' I L = 24.19' ro a LY INLET III 8 33+27 (21 ' L.T) CONST TYPE 1--6.8 CONNECT T 0 C.B. AT 33+10(21'RT) WITH -8J'x 46' CONC PIPE. M Ir II 10 33+46.5(30'RT) CONST 4' WIDE CONC STAIRWAY. II 33+'10 TO 34+00(37'RT) INSTALL 12"xl-W CONC PIPE. 0 CONNECT TO C.B. 33+10(37'RT) E w 714 A = 87035' 03" Fa R = 15.00' ~21 N ' L22.93' 0 67.04 _ r j G.E. 66.54 o I 101I.E. 33.94 n 61 ~ 66.95 / 6 7 T T T r T T 66.57 0 33 19 31+40+ 33+01.35 WEST MAIN ST - 0+00 CLAY ST. 1 G 6 6 32+08+ 6 32+ I4 -94+ - 33+88(22'RT) CONST Pe' 'BE TYPE D CONC D/W. 13 34+78 (22' LT) CONST 28 ' W-FBE TYPE D D/W . REBUILD ASPH D/W T$5e' LT. 14 35+35(21'LT) CONST TYPE ��L CONNECT TO C.B. AT 35+35(21'RT) WITH 8" x 42' CONC PIPE. I WA 15 35+35(21'RT) CONST TYPE I C.B. CONNECT TO C.B. AT 35+35(27'RT) WITH 8'4-2'x 6' CONC PIPE. 16 35+35(27'RT) CONST TYPE II C.B. CONNECT TO C.B. AT 33+10(27'RT) WITH 12"x 225' CONC PIPE. x 17 35+55(19.3'RT) ADJ M.H. 35+98 (22' LT) CONST 38'--W+BE 'TYPE D .crebt- CONC D/W . 18 / 19 CONST 6" STUB TO R/W AS SHOWN rn W W w O o udrE w 2G 35+35(37 HI) CONST TYPE II C.B. = CONNECT TO C.B. AT 35+35(27'RT) WITH `� 12"x 10' CONC PIPE. PROVIDE BEE111 YE G.E. 68.38 TTG.E.66.64 I.E. 64.344 T 6 Ducts Conduit T Exist. Underground Service T- I.E.66.08 T w GRATE & 3 12"x 6' PIPE STUBS. T ------ w T --W -- __ -- ---- aEn _ -- W-------- '�---� W --- ----�' — ----- g 21 ROT) (SAY ST) CONST TYPE e� 34 �, WEST MAIN ST. S. 86° 15 03 y 35 E. m 1° 3 6 CONNECT W I THB AS^SHOWN 8"m 69' CONCIPIPE. y 33+26+ 34 +67 + tO 34+76+ INLET 22 33+53(30'LT) CONST 4' WIDE CONC 4 5 - - - - - G.E. 68.38 .9 _ _ -- - - STAIRWAY. — — — — — — — — — — — — — — — — — — — — 6 .66.56 6 Exist. underground Service 34+27+ I \ 4 6 15 _ G 17 Z 23 34H6 &( 2VALVE T) REMOVE AND RELOCATE - .vt E E to12 E E— 00= E ' PROPOSED P.S.P. a L. UNDERGROUND Y U -�. 12" CMP 6 10 �_ s 'a 16 x g --- --- — 12 II --- 19 ---—SERVICE20 --- � i x G.E.65.00 19 x 30 2 I. E.63.70 12 i NEW DRAINAGE DITCH (TYR) i 3 P.S.P a L. SERVICE 120/240 Pat Nevins P.E. Director of Public Works LEWIS -REDFORD -ENGINEERS CONSULI'ING ENGINEERS BELLEVUE WASHINGTON MAIN STREET SCHEDULE I 31 +00 TO 36+00 PLAN & PROFILE tic�rp'p 10 Q Vert, I"=5' ti = R- -.L-.P.--b by: 8-70 of JOB NO. �0� RFG cTt6z�J'41 ICE....•! u,s-7n File No. C-6963-00HAL ��17 8-70 70 ^TR 2t6'0 SH- 3 ".5-k 0 36 +11.62 (rk) INSTALL MON CASE. O2 36+62(22'LT) CONST 14' WIDE TYPE D CONC D/W. REBUILD GRAVEL D/W AS REQUIRED.. O3 36+63.5(22' RT) CONST-I-droE TYPE D CONC D/W REBUILD GRAVEL D/W Try 78' R 37+00 BEGIN TRANSITION FROM 2% TYP CROWN TO RAILROAD GRADE. UJ 37+04.37(CL) INSTALL MON CASE. 42 1+18(H ST N.W.) CONST TYPE II C.B. OVER EXIST DRAIN LINE. 2 43 1+18(LT & RT) (H ST N.W.) w CONST TYPE I C.B. IN LOW SPOT. CONNECT TO C.B. AT w W E 1 + 18 WITH 8" CONC PIPE. SEE _ PLAN` __-- 44 39+92.20(21'LT) CONST TYPE I w _ - T - - - w - - - 1 C . B . CONNECT -T&-E-6- *T- 3§*� Q6f_21-' R-T Wi TH-0"A AS SHOWN 3 6 40 45 39+92.20(21'RT)CONSTRUCT TYPE I CB. CONNECT TO-EB r • DELETED .. r PIPE. [)ELETED [� 37+I8(37'RT) EXTEND CULVERT TO 41' RT. 10 37157-3�(22'RT) END CCNC CURB & GUTTER (TYPE A I) & SAY. 0 37+18(37'LT) EXTEND 24" CULVERT TO 41' LT. II 37+80 BEGIN TRANSITION FROM RAILROAD 37+55.43(22'LT) END CONC CURB & GUTTER (TYPE GRADE TO 2% TYP CROWN. GE 6' E 66. A - 1) & S/W . 12 38+00 1 -3:7 1 8E). S:7 22' LT) BEG I N CONC CURB & GUTTER 9, 37+57 END TRANSITION FROM 2% TYP CROWN TO TYPE A-1) AND CEMENT CONC S/W. I RAILROAD GRADE. 13 (22113T)BEGIN CONC CURB & GUTTER (TYPE A-1) & CEMENT CONC S/W. 68.61 14 38+50 END TRANSITION FROM RAILROAD g GRADE TO 2% TYP CROWN. I I o I - I � S 7 � 3 8 12 T T W W =v 37 /l5 l �\ 11 3 G-+I------ G�- �Railrodd Signal Box \ 0 = 92°31'50" H R = 15.00' + L = 24.22' Railroad Signal Box C n T S. 86.15' 03" E. 14 M T 42 43 15 38+67.71(21'LT) CONST TYPE I C.B. CONNECT AS SHOWN 20 38+86.3(21'LT) REMOVE INLET & PIPE. 43 TnQv- AT 38 96 rc' 6 ,.) 'r"i I Ti ii 8 n.. 36 1--GGNGTi HIE- 90 AS SHOWN CONFOR 1 22 ; YFE IY INLET 21 38 +96{6'LT) CONST TYPE I-61M.H..-E9*169T.- so 10.58„1 / 10. �, G�00 16 38+69.5 (22' RT) CONST '6' W I BE TYPE D CONC D/W. M u AT n +43 I 1 RT ) r u ST AI W. 4 W 1 11 � p D REBU I L_D GR*V E- D/W i6-6+3' � -1 z��=,Q R I f -ol IIG a . u rT FROM ".� - 1 1 17 38+69.3(32'RT) ADJ M.H. ® 0+32(9'RT.)(H ST N.W.) M.N. 18 38+74.2(28.6'RT) ADJ M.H. CONNECT TO 6$ -AT-23 0+43(I'RT)(H ST N.W.) ADJ M.H. 6 .s AS SHOWN Z 24 0+-56(7'RT)(H ST N.W.) ADJ M.H. I 4 12 crr I 91' - DELETED n .�g16{-T-g�-I2'RTTEPI9-CBtIE Et1R6-&- i N I I 'T' ER . BEGIN TPVMT TAPER Tu- UI,F�Rh1. 23 ,n A = 87a28'10" II 26 39+04.3(14'RT) 5, 69.47 5' rom R = 22.90' '� I I -E6rlE-PIPE. ABANDONED M.H. 69.00 9. 4 H I I 1 v a 34 27 39+08.3(19'RT) REMOVE INLET & 69.8 9 22 Exist. Underground Service GE 6747 = P I PE . 7 2 =� g I 64.97 P8 39+13(22.91LT) REMOVE INLET & PIPE. 22. - w 7 6 25 6 .14 28 69.01 -T T T , T N � 29 39+96( 16.7' RT) -ABd M.' F ABANDONED M.H. 18"C.M.P. -BIT. COATED 44 31 404-46.20 WEST MAIN S . O „ ��,� i 61 RT) GGHST_TVnr I e� . 0 18 i8 = 1+50 G ST S.W D D D D r D rnnlnlcrT Tn r a AT I, T. nll_T (_G aT 2 39 WEST MAIN ST. 40 w 41r,PT _8'LX 1" __1.C. PIPE- DELETED �� GE67.64 2 31' 40+11.2(6'LT) CONST TYPE II C.B. a' 38+96.37 WEST MAIN ST. = GE 6747 9 ��6�_8.05 �E64.00 35 6828 GE6773 N CONNECT TO M.H. AT 38+46(6'LT) WITH " s 0+00 H ST. IE 64.60 6 - p X KZ/ 5 (IEG5.43� 18"x 115' CONC PIPE. 90 y 41 -0 O 17 TNC. REMOVE asvn.TYPE IY INLET o FOUNDAT PROPOSED Pap alL. UNDERGROUND SERVICE I i 16 36 1+13(19'L.T)(G ST S.VV.) CONST TYPE I C.B. CONNECT ?&-F-B- • �- WITH -hzax- . AS SHOWN 37 1+00(20'RT)(G ST S.W.)CONST-�W+BE TYPE D Door it Tank A A = 89/59120/1 R = 15.00' L = 23.56' �_�-.B-ET 38 I+13( 19'RT)(G ST S.YV.) CONST TYPE CONNECT TO C.B. AT 1+13(19' LT.) WITH 8" x 40' CONC PIPE. 39 1+18.7(20'RT)(G ST S.W.) REMOVE INLET & Approved by: CITY OF `Y'"•"`�`' LEWIS -REDFORD-ENGINEERS MAIN S- CONSULTING ENGINEERS SCHEDU Pat Nevins PE. 36+00 TO Director of Public Works """'"'' BELLEVUE WASHINGTON PLAN 8c P Rtavicinn Nn. I Addendum No. 3 9-1-70 6 o s' � >z" 6767 0 5r 18„ o uI 11 D M 0 z AUBURN TREET LE 1 41 +00 ROFILE U U Uj 40+ I. z _ J D 33 40+13(30' TO 40' RT) REBUILD 6' WIDE a CONC S/W. Covered � D/W 34 40 +45.9(22'LT) CONST 18' WIBE-CONC 37 D/W. REBUILD CONC D/W TG 35TT. 35 . ABANDONED rA90a00' 40" 15.00' 23.56° 41 LEAVE SPACE IN CURB RND PROVIDE TEMPORARY BARRICADE I..'NTIL NEW SIGNAL CONST BY OTHERS. FINISH CURB AND PVMT I IPnRI =7ionv Ai nc n=Y I CT C I rklA1 SCr^ n �I ��ca WASIj 0 Dr; by: Date Sheet 3 Horiz: I =20 61 �P y J. F. B. 4-70 IO Vert: I"=5' R.L_.P. 8-70 of 1013 Nn w 8-70 C-6963-00 `c'SopryAt �- 70 STR 2160 SH-4 lO 41+02.5(22'RT) CONST 38'HI BE TYPE D CONC-D/W. G 41+03.5(22'LT) CONST-F81-W+BE TYPE D CONC D/W. REBUILD CONC D/W TB 35' E '. 3O 41+20(6'LT) CONST TYPE II C.B. CONNECT TO N C.B. AT 40+11.2(6' LT) WITH 18"x 1091 CONC PIPE ® 41+20(211RT) CONST TYPE I C.B. CONNECT TO C.B. AT 41+20(6'LT) WITH 8"x 27' CONC PIPE. II A = 93000100" II R = 15.00' L = 24.35' 2 PROPOSED UNDERGROUND F SERVICE i, 7 T 29 PC. 41+64.40 rn w ,- T T to r N Op 41. E.67.84a 18„3 E. 64.70 l D 41 11 T D 0 a 4 `w G.E.67.84 I. E.64.70 S S - w - E E G.B. +Re(2 I . ) O„ T. WITH "I E i INLET CONNECT olor 7O 4 I +Q6f 2 ; ' LT) CONST TYPE �--8-$ CONNECT i-� AS SHOWN ® 41+20; 41+30; 41+56.5(22'RT) CONST 8' S/W DRAINS. X I L = 15-00'00" btl.9a Z Conc. 68.51_ H 0 68.5E 7 0 T ,8.48 C7, z . o rtm PT. 42+34.50 T T Exist. Underground Service I. E. 65.88 I�D D 15 D I 42+01.39 WEST MAIN ST. 43+46.24 WEST MAIN =0+00 G ST. N.W. . = 1+50 F ST. S.W. S E E E I I / 4 = 90°00' 05n R = 15.00' L = 23.56' 09 41 +83.5(22' RT) CONST 121 W I BE TYPE D CONC D/W. 10 42+00(8'LT)ABdUST M.11 ABANDONED II 42+19.5(20'LT) REMOVE INLET AND PIPES. 0 = 92/56138/1 R = 15.001 L = 24.33' I P.C.44- R=5' r T \ T 6 Ducts Conduit r 69.40 17 18 15 D w 44 WEST MAIN ST. p S 69.02 L'i 2 p 3 68.50 0- In 25 56.20 a GE.68.50 � j Mo 11.65.10 9 13 1+93.5LL z 1� U/l Asph. 22' 20' r 69.15 Asph. -Telephone Booth -Sign A = 89059155" R = 15.00' L = 23.56' P.S.N & L. SERVICE 120/240 V. ki 12 GGPISTT-*PE G. B. `IFINNr I6 43+62.8( 12.5'RT)-ABd-M-H.ABANDONED -421-34.6 (616T) -GENE-P+PEE REVISE. , SEE PLAN 17 43+64.5(19.2'LT) REMOVE INLET & 13 42+34.5(21'LT) CONST TYPE I C.B. PIPE. \IA F=G:F :F9 !� B AT 2 .34 -8�5' GONG AS SHOWN 18 43+65.2(6'LT) CONST TYPE 11 C.B. w CONNECT TO C.B. AT 42+34.5(6'LT) WITH . z !D 14 43+24.9(30.9'RT) REMOVE INLET AND 15"x 131' CONC PIPE. 0 o PIPE.. 19 44+32 (22' RT) CONST �28 ': I BE TYPE D LL- o 15 43+56.5( 17.31RT) -ABs�-- ABANDONED CONC D/W. REBUILD ASPH D/W T9-49' RT 1 z . 20 45+10.4(6'LT) CONST TYPE I'I C.B. Conc. CONNECT TO C.B. AT 43+65.2(6'LT) WITH to 10 A _ 87003' 22" 15"x 145' CONC PIPE. 69.39 R = 15.00 L = 22.79' Lo 21 45+10.4(211LT) CONST TYPE I C.B. C) 21 611 STUB C) I F. CONNECT TO C.B. AT 45+ 10.4(6' LT) WITH hain-Link Fence x x x x w 811x 15' CONC PIPE. 6.35 x w 69.42 PT 45+ 10.36 E E 22 45+93(30' RT) REBUILD 41 WIDE CONC S/W 69. 8 69.47 TO 35' RT. -69.41 .69:50 T T T G.E.69.04 N 23 RT) (F ST S. W . ) CONST 69,55 I.E.67.74 a EXTRUDED CONC CURB AS SHOWN. 2 w �� 12 D D 4 6 24 8+93.5(28'RT)(F ST S.W.) CONST 5a' 4I D 20 S. 860 15' 03" E. WIBE TYPE D CONC D/W. A5 SHOWN 44+87.23WE3T MAIN ST.= I 1+13(.19'RT)(F ST SAV.) CONST TYPE I d 0+00 F ST. N.W. a C.B. CONNECT TO C.B, AT 43+65.2(6'LT) F a WITH 12"x 41' CONC PIPE. to 26 1+13(21'LT)(F ST S.W.) CONST TYPE z I C.B. CONNECT TO C.B. AT 1+13(19'RT) 22 (F ST S.W.) WITH 8"x 40' CONC PIPE. F PROPOSED P.S.P.a L. UNDERGROUND F SERVICE 1+18(32'RT)(F ST S.W.) CONNECT INLET 7111111111111111 a TO C.B. AT 1+13(19'RT)(F ST S.W.) WITH 141 CONC PIPE. W'x 28 1+29.7(2.0.5'RT)(F ST S.W.) REMOVE INLET ANO PIPE. 29 41+40(17.5'LT) ADJ TELEPHONE M.H. (3 LOCATIONS) C? 46+27.4(371RT) CONST TYPE I C.B. CONNECT TO C.B. AT' 46+65.4(37'RT) WITH 8"x 381CONC PIPE. 0 46+58.7(1 1 .5'RT) Aed--M-H- ABANDONED 7 46+65.4(19.3'RT) REMOVE INLET AND PIPE. 15 49+60.9(37'RT) CONST TYPE 1 C.B. CONNECT 20 49+98.6(37'RT) CONST TYPE I C.B. C 46+65.4(6'LT) CONST TYPE II C.B. CONNECT TO C.B. 0 47+62.7(30'RT) REBUILD 5' OF 4' WIDE CONC SAL AT 45+10.4(6'LT) WITH 12"x 155' CONC PIPE. IO 48+05.4.(17.3'LT) ADJ TELEPHONE M.H. ® 46+65.4(21'LT) CONST TYPE I C.B. CONNECT II 48+18.9(30'RT) REBUILT_' 5' OF 4' WIDE CONC S/W. TO C.B. AT 46+65.4(6'LT) WITH 8"x 15' CONC PIPE. O 46+65.4(37'RT) CONST TYPE I C.B. CONNECT TO 12 48+98.4(30'RT) REBUILD 5' OF 4' WIDE CONC S/W. C.B. AT 46+65.4(61LT) WITH 12"x 43' CONC PIPE. / / / 13 49+58.2(20 LT) REMOVE INLET AND PIPE. 6' 46+65.4(20'RT) REMOVE INLET AND PIPE. Z-� / 14 49+59(20'RT) REMOVE INLET AND PIPE. A = 90000,101, R = 15.00' L = 23.56' o■ w w x w 2 w w to N N w z J x FV- a E 9 46+46.42 WEST MAIN = I+ 50 E. ST. S.W. N 0+75 - T 6" STUb x x B x x ,x x x x 7 Exist. Underground Service -- T T 6 Ducts Conduit - T - 12 3 I.E.67.35 D 47 D D WEST MAIN ST. N 7111 70.02 7C Conc. D Uj 8" - ti CD 0 to �ro W z • rJ wlp�xowaffi=m 20' R a0 E X E X� 9 E.69.52 I .I I.E. 6700 LJ 0 = 89059150" R = 15.00' L = 23.561 0+75 Approved by: Pat Nevins RE. Director of Revision No. I Addendum No. 3 9-1-70 Public Works r L-J TO C.B. AT 49+98.9(37'RT) WITH 81x38' II I CONNECT;F8 G.B. AT 49I96.6(6'I=T5V4ITM CONC PIPE.PIPE. I I II eaNe AS SHOWN 16, 49+74.9( 12.3'RT) : ABANDONED C NOR 2+3 .10 l0 21 6(32.4'LT) REMOVE INLET AND 2 17 49+79.40(�) INSTALL MON CASE. 1' PROPOSED UNDERGRO D P9PE9 18 49+92.9(1) ADJ M.H. NEW 4" WATER MAIN � SERVICE 22 50+00(20'RT) REMOVE INLET AND 19 49+% 6(6'LT) CONST TYPE II C.B. CONNECT TO C.B. 28 PIPE. AT 46+65.4(6'LT) WITH 12"x 333' CONC PIPE. 3 A = 86054'20" 23 50+12.45(21'LT) CONST TYPE I C.B. R = 15.00' CONNECT TO G.B. AT �' L = 22.75' '011F11-8"x-19' 68NE-PIPE. AS SHOWN A = R 93105140" M Cc) x t Z to N 24 50+38.8(22'LT) CONST 8' S/W DRAIN. SERVICEED UNDERGROUND 24.007' \�I 185 M 0 1.9 Con Root a s/w Drain 25 0+3Q# 8+46-5{20 RT)(D ST S.W.) CONST ONLY \ 0 \a N o 21 � I G.E.71.62 m EXTRUDED CONC CURB TO CONFORM AS SHOWN. x x x x x x 71s2 .z Conc. _ 3 F F° ° I a t- 26 0+60(20'RT)(D ST S.W. ) CONST-29' islBE- 7L98 23 24 w TYPE D CONC OAT. AS SHOWN 71.80 I 7N 27 0+80.28(20'LT)(D ST S.W.) CONST ONLY T T 8 DUCTS CONDUIT r " 72.08 3 T T 6 DUCTS CONDUIT w Uj EXTRUDED CONC CURB TO CONFORM AS T 71. 4 13 71.69 0 17 18 721 2 a SHOWN. 12 c° D Is I2' D D 28 2+06(20'RT)(D ST N.W.) CONST-28' WFBE- D D D S.86° 15' 03" E. 49 w �1 TYPE D CONC D/W. AS SHOWN 16 4 + 79.40 WEST MAIN.ST. I 29 46+69(301RT) REMOVE AND RELOCATE F.H. O 6 s" I� '3' d F o /_� ot4J 2.06 I E E r, "„ 1= E OD E X EX E� � 71.82 -786 _ _:1_8 PROPOSED P.S.P. aL. UNDERGROUND 12 " + I _W g SERVICE I "i D 15 CO _ o -o / I 0 = 890 15'10" a U VALVE U R G.E.71.36 = 15.00' L = 23.37' I.E.69L6 0 ` N M 11 Conc. 0 p 6 z 20' 20' LEWIS -REDFORD -ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON a1 Gone. I um 71.38 X Nursery Yard 68.86 = 90044'50" R = 15.00' L = 23.75' \_PS.P a L. SERVICE 120/240 V. PROPOSED UNDERGROUND SERVICE _X_ CITY OF AUBURN MAIN STREET SCHEDULE 1 46+ 00 TO 51+00 PLAN & PROFILE Uj z_ J x U H a 75 70 65 M ELEV. SCALE: �� Qe WAS/j. O neet 5 Horiz-1 =20 ��P�� a"co�� J.F.B. 4-70 Vert: I"=•5' R.L.P 8-70 °f- 10- JOB NO. 0 �FGIsTf Nt4 k, - a, � 8-70 C-6963-00�3/ANAL EN�� ri" 8-70 70 STR 24e,` SH-6 12 S -k AS SHOWN ID 5 I +00 (22' RT) CONST H dyi4+BE TYPE D CONC D/W . 52+46.2 (�) ADJ M . H . 8 52+70(1 1 .3' R T) ADd M .' ' AB AN DONE p 1 1 52+87.7(37' RT) CONST TYPE I C.B. GGNNEGF TO 15 0+20. 6 (21 ' RT) (C ST N . W .) REMOVE INLET ' 6 B AT WITH 1TH 2"m 431 GONG PIPE. IPE AND PIPE. OZ 51+07(22'RT) CONST 8' S/W DRAIN. © 52+66.65(�) INSTALL MON CASE. O 52+75.6(21'LT) CONST TYPE I C.B. CONNECT I + I A . A (22 I RT-) (G ST R ) n^AIQT 9 'R r^^ RETURN 16 0+45(20' RT) (C ST N . W .) CONST 12' WIDE ® 51+08(22"LT) CONST 8' S/W DRAIN. O 52+F9.6(11.6'LT) ADJ WATER M.H. + . AS SHOWN—T...,r ^ „" EXIST ^""' TYPE D CONC D/W. N ® 52+45.7(37'RT) CONST TYPE IB. B- CONNECT I II a I0 52+�(6' LT) CONST TYPE 11 C.B. CONNECT I3 1+11.3(21'RT)(C ST S.W.) REMOVE C.B. & ^'_6 _'^^'rT"(^ ^T "' "r ) ^ H ' a 0 = 86 55 40 TO G.B. AT "^.^o 6.6rLT. WITH ^^^ PIPE. 68?48 PIPE. AS SHOWN I 20' 20 R = 15.00' .664E—PIPE. AS SHOWN 73 .82 II L = 22.76' 14 1+17.2(21'LT)(C ST S.W.) REMOVE C.B. & 18 53+36.9(22'LT)CONST 38' WI BE TYPE PIPE. D CONC D/W. REBUILD ASPH D/W i$ -48'—EF- ( I �I "Raid CURVE DATA 53+40(22'RT)CONST 38'--WI BE TYPE D ao ( �' A=31° 59' 15o �' CONC D/W. REBUILD A5PH D/W i$- = 93°04'20" + w 16IL6 ` �8 \ OD R= I5o.00'(V I I ti \I rR = 15.00' t` —) Unpaved + L=83.74Tn L = 24.37' m 74.03 0 2 3 L Aspn,nIw20 53+88(25'RT) END CURB & GUTTER �`' 74.06 3 ° a l \ A5PH. 5W � (TYPE+A-1) AND CEMENT CONC S/W. o 3 Iz 4.40 9 v II 2 I 54+�22'LT) END CURB & GUTTER w '08 55z I T— "' ASpn. (TYPE A-f) AND CEMENT CONC S/W: w74.07 U) ~O Telephone BoothN T — — T T .76. G.E.74.26 T6 DUCTS CONDUIT T T 21 z = R4°I 122 (LT) RECONST CURB RETURN AS SHOWN. PROPOSED UNDERGROUND SERVICE .0 I.E.71.96 nl m R = 0' (RT) RECONST CURB RETURN AS SHOWN. 127 N 22 1 29 w =(o Wood C.B. 24 55+37(20'RT) REMOVE INLET. cJl D5.86° 15' 03" E. D 52 DD 53 WEST MAI�CfS�w 54 TRAVERSE 27 ~ 25 55+39(25'RT) CONST TYPE I C.B. D k " �° ° W O CONNECT TO EXIST 6" PIPE AT 55+37 52+42.51 WEST MAIN ST. w 90°00 00 52+66.65 WEST MAIN ST. D Conc. I--- w (20' RT) WITH 6"x 6' CONC PIPE. = 0 F00 C ST. N.W. 5 Q 6 _ 8 =1+50 CST. S.W. 2 � � PULL POWER FROM N 74.30 s„ 7509 75.11 (53+03.66 22'RT.) N v��a u- w g 22 EXIST. LUMINAI w 26 52+41 (331RT) REMOVE AND RELOCATE F.H: i q 74.35 3 6 w 2 I w w — - — — 30 5.07 cg I I I U) 27 55+32(33'LT) REMOVE AND RELOCATE F.H. z ° — = 20 2 EQUATION 2 E E 7 E p 1 E w/ o P.T.55 48.32 BAC - 28 52+ 1 0 (22' RT) CONST 28 - W+BE TYPE D _ x T77p7�77��r — 14 roI 7505 ASPH. S/yY a $S w PT.55+41.82 AH AD CONC D/W. ri �' ' ' / ' , , �7 7 / 7 / / /J 1 —_ - /_ RnilrnnA I I (n/ I r _ %ice ilk = 90°00" R = ' 23.56 R ' Asph. 23.5 O� I Sign / w w w O W S. 890 04' 41 E. I p p -o w z � U /.0) a , / / Fountain' / OI RECONSTRUCT CURB RETURNS AS SHOWN ON DETAIL SHEET 10 O CONST TYPE I C.B. CONNECT TO EXIST 6" PIPE £EN6-PIPE= AS SHOWN O3 57+27(20'LT) REMOVE INLET. 57+66(20'RT) REMOVE INLET. 0 57+66(20'L_T) REMOVE INLET. 06 57+69(24'RT) CONST TYPE I C.B. CONNECT TO EXIST 6" PIPE AT 57+66(20'RT) WITH 6"x 5' CONC PIPE. 70 CONST TYPE I C.B. CONNECT TO EXIST 6" PIPE -eme--P FPE. AS SHOWN w w rn O w w w Z J U H Q f WEST MAIN ST. Q w 1- LO Z Lo O 0 CO o u - 90000' R = 3 - 23.56' w U) a 3 6 D �— 57+46.14 ST..'1: 5 R = ' - 23.60' / W / w � p N rw p p � Conc. Strip O WEST MAIN ST. 59 Ld Conc. Strip Z p p o O pp p U 7�0 a I Asph. 89°52' R = ' - 23.53' 1 II I II 8 60+22(241LT) CONST TYPE I C.B. CONNECT'TO EXIST 6" PIPE AT 60+26(20'LT) WITH 6"x 5' CONC PIPE. ® 60+26(20'LT) REMOVE INLET. 10 60+26(20'RT) REMOVE INLET. II CONST TYPE I C.B. CONNECT TO EXIST 6" PIPE -EBMEPIPE. AS SHOWN 12 60+65(20'RT) REMOVE INLET. 13 60+65(20'LT) REMOVE INLET. 14 60+68(24'RT') CONST TYPE 111".B. CONNECT TO EXIST 6" PIPE AT 60+65(20'RT) WITH 6"x 5' CONC PIPE. 0 1 60+78(19'LT) CONST TYPE I C.B. CONNECT TO TO EXIST 6" PIPE AT 60+65(20'LT) WITH 6"x 13' CONC PIPE. Drain Inlet V p Conc. Strip I 15 11 w w w d vw )+45.83 MAIN ST. -_ - 1+50 DIVISION ST 61I EAST MAIN ST. S. 89004'41" E. 1 - I� = 89059�23 r R - ' D 23.56 Approved by: Fat Nevins PE. Director of Public Works Q `� Asph. / Z md' J o Signal Control Box 00 O�N o // w w 43 0+06.97 EAST MAIN ST. 63+45.78 EAST MAIN =0+00 AUBURN AVE. 63 ST. = 1+50 A ST. S. E. > i Zri 30' 44" E. - — Conc. Strip 1771 0 i Anchor Pole 0 I IW W N N aD F: �O U o O LEWIS -REDFORD-ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON =0+00 EAST MAIN ST. r' I}— D IIa I LT J �/ TZ11rK CITY OF AUBURN MAIN STREET SCHEDULE I 56 +00 TO 64 +45.78 PLAN C:-bybJ-VV Revision No. I Addendum No. 3 9-1-70 '-'70 STIR i16'0 !......... ......... ....... i.........: .. ... ..I .... ..... .. :. �........ ... ..... ....... .. ;... �. ....: ...... .......: ....... ..... : ... .. ......'''... .::. ... ...... ::... ..... .. ... .. :: . z j . . . . . . . . . . . . . . :...................:.........:.........:.......33 . ; . : . . . . : . : . ; . . . . . . + 01.35 W.MAIN ST. . .. : . . . . . . . . . 1 . . . . . . . ! . . . . ! ! I......... .........,........ . . . . . . . . . . . . . . . . . . . . . . ' . . i '. . . : . ::.............I...!..... 68 ....................:.... :::::' '::::::: ::: :::: :::: 0 +00 CLAY ST. ...... 68 ...:.............. .... ......... ....... ....... : .......................---- : 1 . :.........:.........:.........:........ .:. .! .:. : ...:. .......:........ ..... ........... ............................ ............................ ............ . ....... ....... ........ !....... . ..... g:...... ...... .. ....... .... ...... ....... ....... ...... !'....... .......:!:....... ....... ...... i ....... .... .... ....... ..I.... ....... ....... ....... .. ... '.... ....... ....... ::::::' ::::. . 67 ......0 :. :. :.. ...... . ...... ...... Z . o .. ....... .... ...I... :.. , ....... . !''�. i � ....... ...... .... _ ....... o ..... 67 ....... :::.. :::.... ... . .. :. .:... .. ....... Exlstmg CLAY ST. ; .....................I... .......;........_ .. . ................. ............_;..............._...............................................:............................._...... ;. .: .. _ -1LI o ; . 83 % _2ppp% .. .. . ...!.. .. .. .. :.... :. .. !. ; .... ;....... � d + co (D U ... ;.. .. ' ...... '.. ...... N ......... ti: ... .:. ......... ..... . . ...... : .. .... .: .:j....... ..... .. i:::: : . :.. ::: :::.: ..;. ...... .: .... ! 66 :.. :::::: ::::::: o ...::::: :: N �r. .........:.........;..... ........ ......... . . 66 I... ......;.........;.........;......... ;... ........ ....... ! ...::::• '::::::: ;. .!. .... ..I....;.o .!. .!. ::: .........:.............. :::::: .......................................:........................ .!. :::::: ... .!. ................:....................................................................._... :.........:.......... 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I .. ....67 ...........................................................................:............. .. ....... ..... . .... ...: ....... .. ......... + ....... :... 0 ...... N: ..........I......I;.:: :. .... :..... U :. > ...I... : w .. I.4.......:.........i...... !' .... ...... ' - ......... ..... .... ..... a ... .,. :. :: , .; ....... ....... .. a .. ... .... H T S REET .. :. : N.W ' : ' ..F :::.. I+ 20 1 +00 0+80 0+60 0+40 0+20 0+00 1+50 1+ 30 1+ 10 0+90 0+70 0+50 ....... ....... ....... .. ....... :. .....I. ...... ....... ! ....... ... ; . w i (9 . ............... :..... ............._... .........� .. .. .. ..._ ...................:...:............:. . ..................:.....: ............ ............................. ...... .4......................... ................ .. . : ... ... 43+ Sr N ... . . .. ... ; ... ... .. .:. . ... ..-..,... I .24W.MAIN ; .. .... i 1+50' F ST. SW. .. ..... ± ... .. . .. .. ... o ti .. . o 69 - ... H.... a > U :. . 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N.W 0. 140 % f7 ; 0. I � - 84%° ... ..... .. . °/ - 2000: ° .. ....... :.: ::: :::. .:.........:.........:..........................._. '. ;.. ; ; :. : :.... ...: ....:.........:.... ; ... .. .......... :. ... v ..::. .. . ... .. .. .. .. 68 :.........:.... ............... .........;.........;...... ; :.........:.........:.........:...... !.........; .......:;:.. ..!......... ... .......... .. ......;... ... .. :: z . .... . ....... ....I.. ....... ......................................:.......................................:...................................._:....................................._.......................................:................ ::::: ................. ...:....................__...........:......... a_ U ...._...._....:...!....._ �} ...................... ... .... ':.: .: . . .... ... O ......:..... ....... .....:....... ;.........;. ....:...... ;..;. . . .. F STREET N.W. .... ; 1 +00 0+80 0+60 0+40 0+20 0+00 Revision No. I Addenduri No. 3 9-1- Approved by: Pat Nevins P. E. Director of Public Works . . . . ! ....... . . . . . . . . . . . i . . . . . . :....�........ ; . . . . . . . . . . . . ! . . . . . . . . . . . . . : : : ,........ . . . i . . . . . . . i . . . . . . : : : : : : : : : : : ; ...... . . . . . . . . . . . . . . . . . : : : : : . . . . : : : : : : : : : : : . . . . . ....... ....... ....... ........ . . . I......: 69 . . . . . . . . ... . . . . :....... ........:........ .,. .;. .......': ........:........ :........I.........:.........!.........:•.........;.........;.........:. s 20 40+4 W.MA N ST. . . . . : . . . . . . . . . . . . . . . . . :...... ;. ..... ::....... :.........:.........:.........: .� : . . . . . . . . . . . ....... ..... ;. ........:......... ........:.........:......... . . . !. . . . . 69 ...:......... . ....... j:.....I. ...... ........ .;. : .. ...... ....... : .........:........... .. .. -- ; I+ G ST S:W.:......... ,................................:.......................................:................................_;.......................................................................... .................. ......... o .........;......... .......:......................................:...........................................................................:.................................... ;... l:....... I .. !'....... ;. .,. .;. 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I. :.:... .... ......... ........ ........ :!:..::::. 0+80 0+60 0+40 0+20 0+00 I CITY OF AUBURN I SCALE:11 �(. j... +Ms0'.00 w •- ., , by: Sheer 8 LEWIS -REDFORD -ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON MAIN STREET SCHEDULE I SIDE STREET PROFILES Horiz.I =10 v I J.J.S. 7-70 Vert. I " = 1' ��< z <Ck, of 10 F2. P 8 70 JOB NO. j7A�prry 8-70 C-6963-00 �G\ ii�, A` 8 70 _ ,...y,. 0 STR e-160 ` -rSH_ 9 3�YJ 1+40 1+20 1+00 0+80 0+60 0+40 0+20 ... ...... .. .. .. ... .. ............... 49+79.40 W. . ....... MAIN ST ..... ... . ... ... . .. ... ... .................. ........... . . ... .. ....... ....... .. ........................ ..... - .... ... ....... ...... ....... ...... ... .......... .... .. 73 I + 5 0 D ST. 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MAIN ST ..... a ................ ............ ......................... . ....... . ... ......................... ............... . ........... . ......... ...... ....... . ...... ....................... ...... - .... ............... ............. ... ........................................ ................ ......... ... ....... ............. ..... ....................................... ............................ . ......... ......... ......... 4 ........ ....... .... .... ............... 1+50 D ST.N.W. ........ ... .... .................. + r ...... ...... ........... . ............... ......... • .......... i .......... I ........ 72 ... ... Cj OR ......... ........... ......... ........ 72 ................................... .............. ........................ .............. ............. ST N W. ...... .........Existing*li.1) ST. 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It .. . . . . . .. .. .. .. .. . . . . . . . .. .. .. .. .. .. .. .. . . . . . . . . .. .. .. .. .. . ............ . . .75 ........... .............. ........................... ... . .................. ......... .. ..................................... ............................. .. . . . . ......................... .. ... . . .................. .. ... ..... ... ....... ......... ... ....... ........ Existing C ST. S.W. . .. .. .. .. .. . .. . . .. 74 0 %. ... . ... . ..... ...... U_ ......... .................. ......... ......... ......... ....... 4 z 74 52+66.65 W. M 52+66.65 W. MAIN ST ....... ....... ......................... 0 . . . . . - . . ........ ........ ....................... . . . . . . . . . ........ . ......... .. ........ ............... .......... . . . .. ..................................... . . . . . . . . .... ................ .......... . . . . . . . ................... ....... .................. .................... ............. ...... ............. 1+50 C ST S.W. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ...................... . .......... .. .. ....... . . . . . . . ............. .. ..... ................ . . . . . . . . . . ..... ... ........... ..................... ......... ....... .. ....... ...... ...... ...... ....... ....... . ..................... ...... ...................... ............ . . . . . . . . . . . . . . . . . ........... ............ ....... ...... . . . . ...... ...... C STREET ...... S.W. ......... ................ ....... . . . . . . . . . . . r4) 75 . . . . . . . . . . . ......... ......... . . . . . . . . . ................ . . . ....... . . . 52 + 42.51 W. MAIN ST. .................. ...... ......... ....... ...... ....... ...... ..... ... ... .. .. .. ................ ......... :1 .... 4 ... . ..... .................... ......... ............... ...................... ......... ...... ...................... .... ... ...... ...................... .................................... ....... * ......... ......... ...... .................... 0 ....... ...... ...... ....... ... 0+00 C ST N.W . ..... ... ................. ......... ......... . ....... ......... ........ ......... ir ...... 74 ... ..... . . . . . . . . . ILL z 0000/0 . . . . ........ ...... ....... ................ ...... .................. ....... ....... ........ ............ ......... Ex isting (� C _LT. 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UILT i ......... a ......... ......... ......... .......... ....... ...... .......... IS ......... ......... ......... ...... ...... ......... ..... ... ......... .......... 5V 7 2- P"t__DATL.i ....... ......... ......... ............................ ................... .. ......... ..... .. ....... ......... ......... ......... .......... .. ................ .... ......... ......... ........ ......... ..... ......... ......... ......... ......... ......... .......... ....... .......... ......... I ......... Revision No. 2 Revised Profile Grade 1-5-71 Raivininn Kin I Atirlianciijim Nn A 9-1-7n Approved by: Pat Nevins PE. Director of Public Works LEWIS -REDFORD -ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON CITY OF AUBURN MAIN STREET SCHEDULE SIDE STREET PROFILES SCALE: I 0 "-, IV �p Drawn by: Date Horiz I"=Id 0 J.J. S. 7-7K Vert. I "= Ill Checked by: F_?`mo R.L.R 8-7( JOB NO. —App d by: q-7C T 7 Sheet 9 of 10 0 8-701 — 70 STR 21S0 SH - 8° "4 bar �1 YEA\\ 39+00 Auburn Dairy -P�,44- 5ca le : I"= 10' 0 H. Scale I"=10' COncAte Sidewalk Premolded Bituminous Joint 4 b\r5ca 24 i Revision No. 2 Revised Slope 1-7-71 I Rev i a i nn Mn I AAAnrb im Ain Z o- I -7n 8„ *4 bars _40�00 Lawn / D �G• _T Concrete Sid 1 2% Fall Premolded 2*4 barSV 24" "4 bars Z`24 "4 bars b �rna�s, Approved by: Pat Nevins P.E. Director of Public Works 0 Joint ev. 68.70 ?V.. (06.50 RIW 5' Min. 2' 6" 2%_ Type A -I Curb Gutter (Typ.) Conc. Sidewalk (Typ) 0 22' 2%_ R/W 8' 0 6' 2' 5' M in. 'o 2 4 6"(Typ.) Compacted Subgrade Z " Class B Asphalt Concrete (2- I V2" Lifts) Depth Varies 18" to 30" 2' 4" Asphalt Treated Base Drainage Ditch Where Directed — I%2- 2Y2" " Special Ballast TYPICAL ROADWAY SECTION A 28+14.51 TO 37+57 No Scale R/W R/W I - 8 . I . 22 22 i g' _ 1 Type A -I Curb 4 Gutter (Typ.) Conc. Sidewalk (Typ.) 2 °Io 2% G" _ 2% —►I f --- 6" (TypJ Compacted Subgrade 3" Class B Asphalt Concrete (2-I%2" Lifts) //4-Asphalt Treated Base I112"- 2%2" -411 Special Ballast TYPICAL ROADWAY SECTION B 37+80 TO 54+13 No Scale 52.+75 To 54+05 Lt. 53+00 To 53+75 Rt Existing Cement Concrete Gurb it Pav'mt To Be Removed As Req'd. Existing Sidewalk To Be Removed As Required d 'o 4" Cement Concrete Sidewalk Type B -- J With Thickened Edge Type A Integral Cement Concrete Curb (7i2 Height) Class B Asphalt Concrete (1-1/2" Depth) Unfinished Cement Concrete Pavement (6" Depth) CURB RETURN REMOVAL DETAI L Main Street A+ "B" Street Main Street At "A" Street Main Street At Division Street LEWIS -REDFORD -ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON UILT DATE-1 'J' Z CITY OF AUBURN MAIN STREET SCHEDULEI DETAILS Other Condu'i As Required Conduit 3'-0" Square Or 3'-6" 5/8"x 8'-0" Ground Rod Round Or Approved Anchor Bolts Precast Unit BACK VIEW SIDE VIEW No Scale LUMINAIRE BASE AND POLE DETAIL SCALE: As Shown JOB NO. 6963-0C tier �p4 WASy,�O� R Drawn by Date Sheet 10 • a � K.J.K. 7-70 'peckedby: of O R,L.P 8-70 File No. - by - -- 8-70 NAL 8-70 70 STR P46O' SH i!