Loading...
HomeMy WebLinkAbout73STR283F LOCAL IMPROVEMENT DISTRICT �77 W N S E EAST MAIN From ��R�'St To RIVERVIEW DR. U ��St, From EAST MAIN To lst� ST N.E. UPLACE..N,,E,, (EAST Of "U" STREET) Rl\tERVIEW DR,,(From EAST MAIN To Ist ST N.E. 411111111 CONTRACT N0. 73-22 SCHEDULE OF DRAWINGS I. TITLE SHEET & 2. DETAIL SHEET 3. PLAN a PROFILE 4. If If 5. If to I. I. 6. 8. PLAN a PROFILE VICINITY MAP 0+00 TO 5+00 MAIN 5+00 TO 10+00 " 10 +00 TO 15 ♦00 0+60 TO 5 +47 "U"st. 0 +60 T 0 2 + 20 'b" PL. 0+60 TO 5+40 R.V. DRIVEI W71 W.O. 01591 o� R/W VARIES VARIES i _ 17' 6" LEAVE ASPHALT I" LO* FOR F U T U I 2" CLASS "B" ASPHALrr CONCRETE 2" 5/8" MINUS CRUS ED STONE 6" PIT RUN GRAY EL SLOPE VARIES TO MATCH EXIST. S/W OR WHERE NEW S/W IS TO BE POURED SLOPE 2% UP FROM CURB TOP, R/W VARIES Ir _L VARIES RESIDENTIAL STREET SECTION DETAIL NOT TO SCALE 6' NOTE: CONTRACTOR TO FORM CURB OPENING FOR RAMPS ONLY UNLESS NEW S/W IS POURED OR WHERE THERE IS AN EXISTING S/w, BREAK OUT AREA REQUIRED AND POUR NEW S/W SECTION, SEE PLANS FOR LOCATION OF RAMPS. SLOPE TO MATCH EXIST. GRADE BACK OF P/L WHEN THERE IS NO S/W. TYP, "A" CONC. CURB a GUTTER ( TYPICAL) TYP. "D" CONC. CURB a GUTTER ("U" PLACE N. E.) C. 1`3. G R-ATE N IE- W C 0P- f3 i G u'r ri--i? °e 6 " i NEW '' % WJE. 6- w--pk u -jU 3G TYPE I-(- C'js . Dt-:7 TAt t__._ OF- T Y Pl_ I- C.. CAA VV 1 TP No 5 0/Vi S'rA. -S-+-`0 U-T.) "N C1 SCALE " 6 2 RAD, I RAD. _ r i Li q v TYPE "D" LOW CURB 8E GUTTER NO SCALE � �F'yVq,.fi�. NONE �#VAL. 7 3 - 2 2 W. O. 01591 PROJECT LIMITS WHEEL CHAIR RAMP MARSHALL L. 6 LTON AUG.39 1973 E' vim, 73 STR 24-69 SH-2 A •� L. I.D. 278 LEGEND & DETAIL SHEET 1 7 Cc 74 72 70 68 66 -4 A- 010 -Fop je-yo-s-r c. lot' V 1,� r 1N\/. A.-CAI-S-r. 9°` 6AA1. 56Wj1!_Je 0�> :5 T %310 jX0 4. 4. n� rm N, ro ti rop owxis7- 3" LVA-rxr,- umz i;, _r g " I tA V. Pz)(, I S Ir- 3z; " S TO R M -S 4F P_ 5,5 7- 9/1 I a"' V,1ATEP_LJ)1,4E 3-tOO 7-0 6.S00 S � A- Nj 0 TAE, W trc_ I a S_. /0 t1l -, �1 rim I 74 1 72 1 70 1 64 64 otoo Itoo 2+00 3 -too 4+00 5+00 Rr-_Pj_AC_F: F=-XlST_ C-ONC-, CU2134-GLJTT1-::k_' Rl"_01USTO C) 4 4 8 ( I 6't_T) 74Z-A, ii- P 1-4 0 N L-:_:- G 0 Y P 0 � C-_ TO r8 9 F 4-:4 0 C A\ T� 0 .55 C Z 0. .3 3 I-X-) 1 N _5 T-A, 1_ t__ T Y P 1EE- I - C C..I3. G R. 4 t- Z- -7 6-,,2- 7 Ia 3,00 TO 6-00 (13 277.) RiE_1_0C,&TL �X1577 REF CON /\J FO R M TO /\J iZ \A1 S � L T G, 12A Z) i-Z 1:_). (3 Z 1_ F APPf?0Y,-) R y 0 7- 1-4 P_ S, 7- 1-7 7 / JR -5- CA5T ]/RON WATT: /:;,' 1._j W JE' TO A,0jU15T EXIST, W.V. JBOX�S TO tJ�W _5TreEe:_7- (GRADiF 0 +.5- 0 C I 0'/_ R E- P 1_ A, C e F:� X / S T C 0 N C. M 0 tQ. C VVE�S -r- 1/4 Z 0 1 R 77) 1 N 5 7 7A I - i- T Y f " t E C C_ j 3, G L:-- I- i i V. 7, 5 Z 7 �J �� W C U R 15 A N D TO A,'--- 1­1 ) 1--Z V 1E W �D :?) C) C a I_z_ R C 0 M [-- 0 /;-' N-1 T 0 JE� 0 G F=. 0 F L-Z X 1 -5 77 c_ c) tj R. S IZ C - 17, 7 Z i N, V,1 MJ P�E- R A W, A, S TA N 0AR 0 z P I--?- i:Z -CAST A 5 T_ A- N, 1"Ig (29, /\j IG W 6 "CO" C �s /a 4__� 5L) e\- FA C_4�:_, P�_AN NiC). ;�_3. A [) ZTUS 7- Z X 1577 �,T) CoNbllt��C_T 70 �=_X/5_r 77,eh-F., 2-9'P,+. rMSTAJ_t_ J?_'CL)Rf3 RAC)jL)5 TO iz-xis-r M Ak,, 1 1`4 0 k 1=- TO M E W S77f? F_ G. /RA 4",) HEISSERMAN RATLIFF f--10t,1z 0f--48C15-[R7-) H EISSERMAN �_T) C o m N � C_ r N S W 6 C 0 t\jr- I C'14E- Sr-_WE_P_ TO IGJ _S r T-6� r S7A� 14271 i_ IL�,T) CONNECT 6 %K C 0 N C -45) L) is S JZ- W 1-: R_ TO Z 6 T U c 1, A # E o; Z9 (0 vv 55 + .8,4-Ioclj7-ao Fc-7l2 DEAVVING 4-,05 9'1.77) C 0 M M C-_ C_7 N E V\1 r, VV C9 f 14" CO►JC. 510,F _5,L-Wj6;,:j;2 7-6) h-EY,15ea T TLE 4 A;- 77 1 co (0 E3 .55. U& -+ +� x-_ t. R. 1 ) k­ r-- Q C) t-A-z r4 I N L7- Uj =17 -7- CO N FO E M TOO EXIST. ;)P- i Vli�_ VVA Y' 17' 7 LLJ 4 7 3,60 (R7.) CUr,_6 0P,4-ZAJ1MG TO 7 S7 T C 0 r-O 1\4 70 A-Z X, 15 T, D e VL- VV A y 7 _Z_ z 36 Lul 7 V71 L TO L W C o i\j r-:-o /-e m 7-o EK) S 7-. 4;1,,eI VG wl,� y is �Z4 3t T-) c u r-2 0 fQ To L A Q --- - 6- tr !Eiti? - 11Y, r ­1 I^- I 'I A' , , - 4 " I ONF G k T , & ` .0 r, I AX '14 1 r , 0 /.+ b IL -V 4 _L 4 0) - *,- r/ CA, 'r jr 4� IF I tIV-- 44, L —1 SERVICE 33-6P+ DOROS I FENSTER MILLER LOWE THOMPSON 10 C6 0 + EAST MAIN STREET NOTE D W ALL DISTANCES GIVEN CRT. OR LT.) 70 C 6AS LEE I F_ 7- J��XIST U ARE MEASURED FROM THE BASELINE. 0 PP_,�E -CkcT S T M. tf, TO AJEW �STREeT GRA 09-. ALL*)4,_5 BUILT"� DISTANICES NNEA50RED FROW MOKUMC-NT LINE C') �/XIST W.V RF_ Fi-AC-tZ EX15TB/41' 7-0 @ CAPPE09) L77, C0N7-S7-P_Ur_T- C L) 0 PAE N J/X_ a 2-,t 5 6 CONNCC-T NEVI/ 121'S7,- T-, 6" WA-rg /Z TO CONFOP-M To 1~>05T 2A\RrP F)EiViSWAY 5kWiZ12_ 7-0 rz_-xiST F_ JE M (0 V 4- O/Z OON �X(ST Na AS SAW C LJ7- (ZX, 15 -r C 0 N C_ - D X21 V� V\/A Y 5 AT- 0 S rA N C 4E 5 3*18 (P-6RT-) INSTA�L_ NEW r--1R_1z HYVRAN7_ 14 tz c- s s A- R_ y 7-o I _A-ciL_irA-nz coNsrieuc_T,to". BA5,EJLJNkE SMow" 0M I N 5TAL L_ N 1E W 3 14 " WATIE R_ 5 oEf;;?- V / C F, EX157 G,4\�V, WVA_T4ER591?V1r-6: V\)IT-iq RI M 0 V 0 TO COICI F al i\A To N S W 5 7­ 6 e-A,0&- C 0 N M F_ C-7- TO I S T. 9 " WATLe N E,0 ,E X Tk:/ 0 Zg' CUR& ()PF _ N Re_,F C-)7-YOFAU130i2N 5tANDAeV 0 4;-- TA L -7-Ajj__. Rj�CtE To PP_OPARTY klMj�-. Approved by: Scale: W FFER Dat- F.8AUMGRAS 8/3/73 Sheet 3 ©yk'a��� VA CITY OF AUBURN atL. 1. D. 278 Friendly 1 20' Checked by: Little of 8 71 ' PUBLIC WORKS DEPARTMENT 6.1 Giant Contract NO. Approve 'Gist of the d by*. EAST MAIN STREET Director of Public Works .. 'I,- * 2 0 "A ST NW . ..... I" Valley i - - -_ - AUBURN WASHINGTON 73-22 (EAST MALN PROJ.) N2. Date By Ckd. Appr., Revision File 92. 75 S T R 24" S H 3 ­t- oc W,3 1 74 1 72 I m ml N* V. 0 kz ':Z7 C- P- A- ID W R 9 J-0 C-,4,T e^ EX, I S-r 8 \AIA,rC- fZ, 1- 1 N a 3tc>o ro 6-too sigzg N07-e n3O s'A" 64--vVe -5,6- V) N hN r �� SG' \,/.c— - 0, &7,5-0;;10' RID gm 5 0. d X ;J, 1�5 4 :1 --'�U 00 2 5 T T-r=. 6 4.7 0 5+00 (L>- 00 7+00 8-t-00 STA. 5 4 3 17.6' LT Pt-L- A/1 0 VZ-- XIs7- BAN cl-j:a-A H 00 7- 8AE�AlLz W 0 ".5A N, S� ilVE-,44 7 STA. 9+94', LT. CONSTRUCT a I I Ct)RB OPENINIII STA. 5 + 51 17- LT, i N c- TA L L T P I - C- C-G - (N 0 - 5 U /\/I R) ( 5,4i-: - oji� T,4 j i� PA -a: -L6. 7o RELOCATE MAIL eoXlFak BEHIND C.L)Re. STA, 5+51 111 RT, INSTALL TYPE I-C CJ3, GR, 73.67 , i. E. 70,4-5. STA. G* 2 31 LT. R E PL AC E EX I ST. WAT F Re, 5 E RV I C 1F. (3/4 REMOVE SHRUB ANQ/bR HEDGE, STA. 6+39, LT. -SAMICUT .51j)F-W�LK 21'LT. AND RECOt4STPUCT @) ST/A. 5-4-71 LT. REPLACE EXIST. WATER SERVICE. (314 TO BACK OF CURB. 101 STA. 6+7?- L.T. CONSTRur-T 2.5" CURB OPeN1114o. STA,,5+82 RT. CONSTRUCT ?-I' CURE► OPENiNCZ- 4- 1 STA - G -i- 9,T. 6',LT) P- � R�A C tE. 9-X) 5 T-, N) o N, w r/4 /Q J=- W M 0 N Ml I IAA GILLIAM ,5-0 1 VIC_ I I- + 0. 6 ?- 7 % .. . . ................. 10+00 M 14 ADJUST VALVE: ROX TO NEW G-1 @15�, UTILITY POLE TO 13E f%AOVED BY OTHERS'�- . . . . . . . . . . . . . . . @ STA. 7+4T1, LT. REPLACIF EXIST VVATER 5, E RIV i 117" f'. (3/40)" (1-4 -STA- 8-+34. RT. CONSTRUiC"T" `17- 0 r U R B OPERINa. �1 72 1 6R I 5 LAW 30* 1/21) L) IJ- 14 0, At /Y 30 0 CONSTRUCT WHEEL CHAIR RAMP 5 41 -f-1 (9 DETAIL H E E T 2. 0 + cr) 13 ej e- .36, I Ic L tRio 1tq5TAL1-- NEW 0" VALVI-- 0 0 T 7 + _7 -INC 7,07(APPIZOX.) '7 -7 -71L LA WATefe i 7Y F F-F 7 rim r N STA I- L N �E W3,14 VVA -7- Y 1 Lij Vj CONNjE�C-T TO r=7k)ST, 0"V\1AT1:)2i-1NE z i / N a C-7 N 4E VV 8 S T SE W4�IZ TO G) r -r 94-T1 U3� k-) jE >� 16 T, 3 5a wtaR 14 CONSTeUCT- J-i57'C0/?-k3 3 0 /-r V r-ACAF C 3) �A, FACE CV it.? TA 57+ 4 0- 30'Rf -V U, �-642C,, .36*Rt. ENGELHART 130ONE SARGEANT A TUNTLAND CAMPBELL GILLIAM THOMPSON I I EAST MAIN S T. Q) STA. 9+0e, RT. CONSTRUCT P- 5" CURS OPENINCk. C6 CCN—��TRUCI- '2,35' CUrC ri- E N1 a NOTE STA, 9-4-60 LT. INSTALL- TY PE I-C C 137 CXR. ;, 2.88, 1. E. ca ALL DISTANCES GIVEN (RT. OR LT.) STA, 9-#--(.0 RT. INSTALL TYPE I-C• Ce, GR, -7Z-S& , I-E- ARE MEASURED FROM THE BASELINE. 57A 5-+ffr-> (L-F) I NSTALL 9"r-O"C- 57, SaVV&rim 5TO8. 6�'OAC9 OF CU1;F13 -A 3f -t(D 6fOO (13'2T) F-,�rE�OC-AThi �ZA15T 9' STAEtZh� (Z,-.5-RTJ 9,E-P1,Ae-E--:- NgW-- 3/4"W/0-,4�71e EIE� A T- C, e = 70,45- TF. AT S T013 J:F-N 0 -7 -7 0. -S70 -fNSTAJ-[_N��W (5AN) -00 r k T&i 'CC 9,e Z-,IR V C- E, C- 0 &1 t\J 1E C, T' TO l )U 5 T. 6 WA 7 P-0" VV/ -12 k-1 N �z 7 0.5 1A1 SAN, IVI14 T. 69-08 S-F GA�,V- WA (17-5- 97 N S TA�- I- TY ID,4-Z -r -A STAG 0,5 @) S A,�,,5<B CgZ-5 -)T) Ri��PIAC-i�: N F- W C 0 R-e A N L-) TO /A C 1-4 j h�: Vk�- 3 0 0 F C 0 VL-)�;_,. 5TA St,5-0 To )04-5-0 Rk�,OCATE kFxi Si' a- SA\A/Cu-r Fxis7- CONIC- VZIVEWA\� AT- 01:57-ANC-E: FkOM W17-k) tQiE" 314"COPI:2,1��-le WA7-,6��,e CA5T- IP-OM WATiE'Ril--)NE: TO 0-5-'CC�-b�AR)8F-k)l�jo 7-6) CONFO)OM (09 STA G,,39.,5-(-Z3 WATER (a CONN C--C-7- TO F-)Il STY` 6" �AIATE�R_ CONAIf�C-'r 7-0 1-z-jtlr-dT NEW CUf;"f e AN 0 TO ACM 19Vj5E- 30", 0/-- covE-12 To NE\Al S7-/OEEr 5 F- A�e V) C- F- STA�:-)f27.E CZ L-T)RgFl-AC,�F t=-'X15T-. GA1,V S,6eVICE kz-") Iry /=) 1\4ZEV1 , /z3 yVA7-e-4 Scale: Drawn by:R.L. HOFFER Date- Sheet Approved by- .... 'IVWVN CITY 0 F AUBURN fit = 20 1 W.F BAUMGRAS 8/3/73 L. 1. D. P. 7 8 Friendly Checked by* Little of 8 PUBLIC WORKS DEPARTMENT Iz Giant 2 0 NJ 0 A p rovedE A S T MAIN ST. h Q- of the " Contract I - A ST. NW Director of Public Works 2 Valley 73- 2 V Revision tot AUBURN WASHINGTON File IN10 73 STR 246 9 S H 4 (EAST MAIN ST PROJ. NQ. Date By Ckd. Appr.1 7 6 74 72 0 M* m mo m rm m] 72 Im wo 10-00 11+00 - r )Z-00 13-,,00 14-00 15+00 Lj REMOVE SHRU ' 0 ANDJOR, HEDGE. To RESTIORX- ROCK ZDCE-. 9 STA.. 11+8-7., RT. CONSTRUCT P-0 I CURB (.�PEWNQ. 3TA. 0 +60 3TA. 10+7.5, 10 LT. W/TI-J 9 ST/\. 12+28.51 LT. r-0N-5`TRUrT =3" CURB C�E PNINCxi, AD-3UST VALVE BOX TO NEW GJRAI�,E, (Z IE/-,) 010 SA T, 13 +0 -7, RT. C Q N SS T R V C T ZJ 0 " CURB 0 R EF N IN, rr- MATCH LINE SEE SH-i, MSTA, 0 + -70 ATCH LINE SEE SHT 4STA. 10+84,1 RT. CONSTRUCT a-5'CUIRB QPENINQ, SAWICuT 29'R+1)r STA. 13+49? LT. CONSTRUCT 25**CURIB OPENtNa, IND 150 R1W W -5 0, R/W W -3: 4-4 �, ADJUST ST. MH J'O NEW (COMC80C1C) GiRADE. - ,4--,STA. 13+65711 LT. IN5TALL TYPE I-C Ce CzR.70-96 1. E, 67.54. STUB TO MAIN. 2� W d\ ('05REMOVE EXIST. CB, STA 13+85.1 RT. INSTALL TYPE I-C C-61 Cz R. -70.96 1. E. 6 8. 0 A-. >ZC< 103 1 11 CAVANAUGH W (-7) STA. 11*78-9 CC)IN-STRUCT ?-3* CURB C LT. Vi > U) 1A 4 ) 11L 4 0 ST PIERRE WONG JE^ FERIES ROCK RASH 't a: A A, C I -A A —5— IZ A A9 I 0- 1 Ap f A, 1:-� ot2 8 -7 15'RA D, A•L-). I I � �,n — — — I - 15'R T - ) 0 � - - I IC I r p , � A. r 0-\ A W /Ij LJ� �,4 1, 0 LLJ IAI 6A Ic %1� 7 T T G 3G 3 + ST 3r." C5 0 > < LIJ z 13 A 6XIL 1 A4 e- BA$,S k I AIAS A , A5, 7 fo -x 10 ENDERSBE < A�; F,& C I-E 43 L. OAJ ORM 13 A- 1 7-7 Z7 4: (:5 4 SERGEANT THORP I TRACY ITHOMASSON a r. THORP i t EAST MAIN STREET 41 4, STA. 14+38,1::,- RT. C0W5TRVCT 15' CURB CIPENINCx. NOTE @-1) ENSTALL "F-W C-ONNJI�-:C-'r WE'W 6" :S-T 5 L:::Wj�Fie -ST^. 14+58.5 LT, CONST-i-,ZVCT 5�5' CURB OPENIN4, 3CA1 SAVVCL)-T- EX15T, SIDEWALK AND CONFORM TO TOP OF NEW CUR5. ALL DISTANCES GIVEN (RT. OR LT) TO IF--X. / S T 61"W ARE MEASURED FROM THE BASELINE. 13 STA. 0+ 2 91 RT. (RIVERVIEW DR.1 � CON STRUCT F-5' CURB OPENINa. .,40 TO Eloc-,T� A7r.1=ki-jAiiF 5ou7-i-1 COMSTRUC-T CUP-13 FROM [' ro )--:IT' oi::7- c-L))-.i3 J�->AD. CZZ i-FAk�l-"IZOA) TO CL,EA/Z NEW CJ5, ALSO kOWC-9- T-0 AC-1411�VE- IS STA. 15-+P-7, RT. INSTALL TYPE I-C Ca, &RATE 70-57, I.E. 67-V�. zz ST-/1-, )5-t/7 MO" N)TP NSWMON P,�Lg C/7y OFA-U8uleiv :301"or-- COVC-/?-, 04- 54_ (, faTq t- -3f49 (1-T) RC-,M0\11�' �-�X1577 5)1)1Z'VVA�-9- AS 5/40wki AND fRjEP"C,6� T 4E--X 15 T7 I YZ WAT E R- t- I N a TO 13 IZ- tL-0 W, 1Z 4� 0 /3 Y 0 T �5 C-ON.STRUCT WHEE-�- Q RAMP, 5Z�� O�ZTAIL ON 5)AEjET Z zo STA- I '7-0 Goy; o le M 7- C C I T,� 0 F A, t) 13 6,1 N sTA N 0 A �e 0 L;),e I V4�"VVA Y OkE- TA i L 10 t-5-6 /4'J-T-. C olvAjj:�-cr N& w &" 5T, -5-,-V,1E'?- 7-0 �Ex i nT. 36 " -'57,- 54E vvhF�e j7 74 A C 1-5 00 (;?-O'�-7, T N 57 A L-L 1'*,J �E VV 6 "' VA L VE- N jE�X, 15 T. e�' VVAT-44E-)-2 t- I N E -0 9--A 16 T. 6 5 77, L-T C-0 N 1\j ��-CT- N E 01 6 Approved by: 0 OF;& R. S, Scale: Drawn by: R.L,HOFFER Date- 0,( Iq ...... -- /C. WAS�; 1 �kK CITY OF AUBURN W� F. BAUMGRA S 8/3/ 73 Sheet 5 Friendly LAD. 278 1 20 Checked by: i Little PUBLIC WORKS DEPARTMENT of 8 •�®y Giant of the Contract NO A proved by- Direc .1 .1 "A" S T. NWEAST MAIN STREET .tor of Public Works 20 N Q. Date By Ckd. Appr. Revision Valley AUBURN WASHINGTON 73 -22 File N2. 73 STR24-6-9 SH 5 (EAST MAIN PROJ.) M-E 4- S 77 5 T 5 1E Ivz P— &4-.17 APPR-Ox—jWjOW 0-00j ot(o L- I - 're A 0 ",- 6/'TF- E TO -7-14 F- EAST. I-F:. 67-525 S 4- = 0,007 F/P=- Z+5 Z 78 ( ?- 7' R T) I'N-S T16, L L T Y P E- I - C- C-B. GR. �i-EV= 71.91 47.86 PEPACE EXIST COtQC, N110t'J WITH NIEW IVI ON, ST. PIERRE 6 V = 70,79, r. �- Co 8,14 @) 4,C)O(//./7P,-r)It\JSTAt-. --TYPE =-C- CURS 1:W1--E:T- GP- F-t--FV- = 70.79 @ T--C, C.13, G R - EL � V. ': 70. 551, I. E. - 6 8-60 3 I\ FUTURE 15 STA, 3+63, LT, CONSTRUCT 25'CUR3 0PENIWi (FV-I-UI?E: WIDENtNG). 16 REMOVE EXIST. C5 AND APPROX. 50 OF 4 PIFF-- 55TA. 4+051) LT. INSTALL NEW 314 49, WATER SERVICE - REMOVE APPROX. 20 OF CONCRETE 'cjVV AND REPLACE* --,IW POFTI('-N CNLPATTERY, t,4 E 0 .� F-FE R DjW- OPENtN4. Approved by: . y�Q o a`a S®c'� Director of Public Works 20 77T, > HIV ID INJ F-- V\/ 4-:G WITH NEV,1 MOP-) I � --- FUTU R F ,�� " o off; U" STREET N.E. MATCH LINE SEE SHT *7 j STA. O+GC NOTE (L ALL DISTANCES GIVEN (RT. OR LT.) = 5 TA, 1- 55- ( t-',�T C 0 ) N,5'7—P— U C- T ARE MEASURED FROM THE BASELINE. D 109 eo R 1E1\4 0 V iZ 4- P,- t;-Fi-A C if- )~X I S T C-0 N C- Z I O� VVA /- fi(�T-0 U3 q + - z 7 To o 4- -f i , r I;-' A N S I T 10 N F - P- 0 M 'r Y I ---) 0 - 'A," C U /Z A6 F/Ar-/,-JrATC01,]ST2UCT10N 0)=- CHA14 GL�77E-k- TO DE"77AJ4 /;/46-,iZ Z) @ RFPAA1- Cz- VY,157- GAL-V. WAT�.IZ W17-H NE:-W 31-4 cowNE-c--7- 7-ytag" iv-c- GuTT-F-P- 11jt-T To c,ie. C0PP4E/2 WITH 6?"OL)C-7-ILE 100N PIP415 (22 4+60 (-1-T--)1/QSTALL. NEW 3/4" WA-TE-IZ SERWC-� COt-3,ST-RUCT- (ZUR-8 OPCIJ)�tC- FOR, 1,VHE-F-L CHAirL RAMP, CITY OF AU13URN Scale: Drawn by.- R. L. HOPPER Date - W.F. BAUMGRAS 8/3/73 1. D. 278 Checked by: Friendly III = 20' Little PUBLIC WORKS DEPARTMENT Giant of the "All Contract N2. Approved by, C- V ID I fly VV N--' 11ull Valley 73-22 1kxxVL- STREET A E. AUBURN WASHINGTON ipL File N2 . 7 3 3 T R a+6-W S H 6 74 72 � 70 66 1 62 Sheet 6 of 8 1 I NQ. I Date I By I Ckd. I Appr. Revision m 7_19 66 64 62 60 58 4.: to z 'X 7, MK7�11 RIM 7 A'N k 44; A15" N'MW rk J, W Z, If, -5, 7 V -AWV!'W0'N k, q a� '7 --pA IN V -0- ,w MR. Or mrmm I.E. 65,06 1*_1,_EXI5T. I.E. 3G"LINE 62-."70t tl ,U) 0--�-00 1,00 ("D 57F/�,, Z-5-0 /,!S� 3 6'RT) I N 57-A L�- T\(RiZ- IT- C_ C, L5 G R_ , EL I- V. 6 0_5 6 1. E. GC7. 81 STA, Z +5-0 (16.17 k-T.) I fJ=,'TA �_ L T YRZ I- C Cj_:;�. G R , IZ L E S-) 5 6, 0- 0 tj 7 6 17 i-T, ) f t,,J 5TA I- L T Y C_ C, e, G R - J�E7�_ 1�� V, 8.8 3,, 6 ") �J V. 0 U-177 (9 6, 7 6 RASH 7 G) LLJ 0 w CAVANAUGH (�) INSTALL NEW I"' YVATEP _SF_r--Z'ViCF, EXAC-T LOC/A.TtON TC BE .......... 2-00 3+00 4-00 S-FA _T + 0 1 S� 3 8 " IRT I N 5-rA L_ L_ y R �E- C C'e. S7A Z -t-44 7'�_T. E-X I S 77, PO V,/,E� R Ro jE:-: T-0 G r,>. 4E �_ L=7- V. 6 e, a -3 1 1. E 6 6'. 6 63 RAF 4- 0 CA -rk;:- ID 8,e H / N ID �j J�:� W C Li 1:;F a a �, 0 7-/4 jz7f-R! S R F�� �_ 0 C_ 't"T FL- E7,x i ST m ,n,, I I_ F3 0 X� L:--- S S-FA -57-,,- / 0,5- 7'i-T. r, U T-� r _, 3 0 f-z>p- " I N a 7­0. C c) F-0/z," -ro AF- X i S T-. C o " c. �=- �AIAY 6-17A -4 + 5-6 R-7, ) FE-Y, 15 T TF_ H 0 N 1�� J'c T. /,3 o X 70 ST^. 1+26., RT. C0N_5TRVCT ?-Z" C-URB 041..eENiN(�, 6Z_ NF-:W CUR8 13Y 0-r/-/jEFjR!S CIC)) STA. C-ONSTIRUC-T P-CCUR13 CPIIENINO� �I I, STA, 4+34,, PT- CONSTRVCT 25'CURB OPENINa. D, IZ ST/�. 3+1�gi LT. C-ONSTRUCT a,5_` C U70 OPFNItNC, ENDERSBE CRAWFORD ROSSI Ek KITCHELL ROBERTS (i LO MARK KITCHELL IA.,,/ - , te t "'D 0 b 1 ell C� HUGHES 72 70 68 62 60 58- Approved by: f. ma - Director of Public Work WA 71 N Friendly Little G'ant of the Valley CITY OF AU13URN PUBLIC WORKS DEPARTMENT 2 0 "A" S T. N W AUBURN WASHINGTON Scale: I A$ 2 0' Drawn by--R.L. HOFFER Datp-- W.F. BAUMGRAS 8/3/73 L. 1. D 278 Sheet 8 of Checked by: Contract N 2. 73-22 Approved b Y1. RIVERVIEW DRIVE N.E. (EAST MAIN PROJ.) NQ. Date By Ckd. Appr. Revision File N2. 3 STR 2469 SH-8