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71STR2566
' © hz ari tt) : I r ' t y _ , I i r— __ + :. ___. _ __ _ �_-k-_____<_..____�__ -_ .... - ._. .--`-- - - ---F--- - •_ _— -- - - -__ _ --- it--- ---__ .. - - -__ _--- -- - - _ _ _. Jt � F 56 ..,.�2c• _._._--- , _-___...�_,__.__. .-"t"" - �,� .n"�:•1...�—""Afy'Q EX f ST.e 156 1 _.. .._gin ... -_ -•-�'"".'' ... _ _ ... _._ .. _ •_ _. - -- - Q C TFNA i is _ - WATER R F _ E- 1 -- __ ._.. - - - - - dd ( .Rf3 . - . ArT , i+� t2 °' i11t,I�Y R i* a. _ i 1 j.. a. _ f - S 70 - 1 _ -- - - -- --- - �- - - i 4 r jt 4 i f 1 o ► ` MOTES& 301 1c, EX I5T fl L r 5T RE ET f A.C. ? -_ -- -_ _ . } • _ _ -f 1. THE CONTRACT^R IS REQUIRED TO COMPACT / 157 ESA i' RLIN MATERIAL � � I OZ NEW TYPE A MOAlUMENT' (O+CEO) V) F-- - �'s ' CONS EXTENDED CONCRETE ( "A ; PLACE NEVI! BANK FVN AS REQUIRED TO BRiNC; UP SUBGRACE TO REQUIRED - " K�_ ...� ' r F c - r,. VARIES VA; ES .�SPECS.)t% 1 GRADE. CONTRACTOR 1_5 REQUIRED TO PLACE CRV.�:�ED ROCK ASPHAL , AND (STD. PLAK N2 8.4 OF STD. I��o �- $ EX157. 1 C C.f3.c-Ojr7 44 RT) - / ( CVRB s 50-1 IER. ASPHALT SuRFAGE TO BE i"BEi.�1'J1r' GvTTER LIP TO ALLG'•o/ ' r FOR FUT URF OVER+ AX ( - % � 1 { c I SLOPE TO PRCP i„'v c. CL :� a5 Pt .s. T C GNCR� uEV, I-C C.R (0# 37 zi LT) -lo .j t �, IF UNSTAB`E �01L CONDITIONS ARE DEVELOPED IM ROAD BED( WRINC, i i-- --� -� - � ►- I (�- E �i8" MiNur- rRf S4. EC as N1 11 C 0 N c T R V C T10N 11NSTAGLE MATERIA:� 'WPLL BE RE.YtCVED BY THE (F At OVERLAY IN F`Vr' i7E) - _- -_- - NEW I-C r.r(. (C3+37 ZtFRT•1 � r% � _ •. '� 1 CONTRAC 0R AND, SACKFiLLFD WITH BANK RUN Cif; AVEL AT THE UNIT I !' j��+"=x Fr;iN GR.1vE� PRICE INDICATED N PROM©cr,1 SCR BANK RU'3 ir1VEL L'iStT Pt�IG*= i --'-�--" --,,til •------ _ ;EXaST. ir! G'LACE?. 0 ENO NEW CURB eT P•T' OP C i.;RB �'- � ro � � ` c - ` � / ` I , w <' f P I' i I Y ` ' ci a c-•T � >~ Z=. ? . � C.. - k ,i ..1 RETL1Rr:> (0+17 r12 LT) (EL,Sb.�i} ;,;� '� i� SHALL INCLUDE REMOVAL AND DI_ e°7t3.•�A;_ OF E- tiNSTABLE MATERIAL. � �c�' ! ` iCn►_ ---------- r � � NO SCALE i Nrw v STORf-4 PIPE' VA 06 G F•U TL4l HALF STRE• FT — - - - -- -- --- - - -- - _ _ _ - - ( �!2 i8 ( NEV i TYPE 'A" Gl+RAH a- GLi7 i EF S �o�--� w i ti EtiL l•fE►,+`✓ CURBdGi.'TTFR l3+G2.5) ,.� � -� ;;:,. ,. ••..;� ..,-. ,,:.. ,, , w _„ �, \ C i ® CURB GUTTER TO BE coil. f :- 7 Y C� iM E R f Z t 39RT;/ wr.ah�s g�� ;. ' / - 4) TE:• EPr40,'q ' MIJI C3+47. 5" 29 PT. { � 7 r' � f � ,pew• s � � � ( I A� i! �T D t r j � r H E D !: ..,R A D�: ,`' - : !• ! t`r• Pf)Y:Ei? P�OL_E re r�ntGERCPOUnrrU '� R i SERidtCE l4;Ct .GRT Tr` ,+f,' • � B E , �' ., ✓Erla , BY OTfIPPS EXIST CAPPED M0J&q'JrvnEN ,4+3a0) ._�_� [ 8' GAS :/A .V ('4+09 ( Pr?C�r3r; fi T Y L : ti E i` - LEGEND C£P)TE14�t-filll Or E2iGri;-^�=vj" `Y 22"° SIRE ET hL E. A IV ii TFr E F� i Z E X I S.'r N* EX! !•, A`;1tiL. P7 STA. 0 10, 15 R ADJ MH. IEXI5oT.? �TO+R`17i .�.E'llfE —ia." $T�. ,54 E11D )5" ;�Ci`J i�E �)+r5�? 41 �8 c7A. ��r0, 25 � c tN0 8 S-5, LINE, 'EXIS? ` ANITARY 5} vh •_- ,! r 5"rti; d E 5.3.74 (PLUCiGEU, -- _ ?_9 STA. 3496, 40L WATER METER, (Ex157-', WATER LINE 4 VA: v 5j Z N STL L TY ' E 11- r C td o 1 7 T r 30 rTA- 3*93, riPPRCX_ LpCAtTIO t 1� WATER CROS_`1" . is �' I,li�MrTf T _- REF T SEE SHEET Z FOR CONc.'fRUC710N i= 3! STA 0 a 2_1, 27•R TG 45' L EXIST. 8"CI WATER LINV__ 5?GRM LINE I.`AiER MErEi? w-_-- 3Z ST.A. r�9�, APPROX. LOCATION OF' `••Rla!G `�tvl Pv Wiitl `:t_EC-1—k .t, LINT EXISTING RRAINAGE DITCH J-BOXES AT ENDS (iEXIST-) 'ITILiTY POLE CURL; � GVTTE� TU BE COt�!2TK, _ ._ ,� _ - A r a? ?:Y GU" ::+! 5T. A;<_ PAVEMENT 2• INTO V!rEC v''�tP �'F_:T. F I<GM C _ �T. - T -- i 0 A «.,.._.'.`.. _ eke i01;-70 t>ATE NO. REVISION o Li T Y AUBURN OF AUBURN WASHINGTON ST. IMP. Ng 137 22nd ST. N.E. PAVING, C Q (allCST to AUBURN WAY N. G, and STORM SEWER DESWNWO W F. 0 APP"E0 ''1 SHEET F SCALE—_ r s I V2 DATE MAY 21, 1971 i ORAIMN iw'f.�4. - CHECKED) ll .�"' 71-STR -2143 S►-F.-1 17 r i : , I t • • a _--._—•i•__�._ _ _ _._�_ - _..... _r...._ 3'•-••___.-•_. _--_• _ w �_-• _� _. _. .. - r _ - � . 1. WE fi3r-,.TER Lit • - (_ : Y _ APPF#OX. LOCATION iF."CULVERT ASPHALT TAIL . 'WALL — ■ r1 _ T" i } P i i .E i I" - OPEN DITCH STI .._ : EX 1 L _ t _ a f STtkfA � K • — : L : 1 ; ` L �j t Y ii - _ € E `a . O I 4 22 KKIT _ _ _ __ _. fill i. E. 4 5. 8 9 • v 0+00 0+50 1+00 1+50 2+00 2+5C 3*00 3+50 4+O PT-*f4E=i I _-T� 1 , s ; ELEh: Fild15i1iE€ STRi:f t8¢AaE sRi=ACE - ss f � 4 re i t� r t•��•' c. tQ p ♦ h v + � , / / /' I / /� / / / / j' j J it / ! j �' / %- / • �' / / - '• i ` r ,' i - • � � J r. r - t3 �ti `i `" ✓� !C ST ISO• ST------------ - -18~-- ---- ----- -- �r-- ----� TOP 56.07 TOP 55.58 1 6 LONC IZSTV5 TC DITCH / I. E. 53.22- `g I. E. 52.73 I, STA. -0+44, 17'L 9-XI5TINC C B. 2. STA.-0+25, t5'R TO iMH INSTALL -25' CONCRETE PIPE(FL'.jG) END ELEV.53.74 3. SEE SHEET I 4• 5,A.-0+21 37*R INSTALL TYPE I-C CS (I.E.54.47)(T0P 56.:4;, 5. STA. O+OO, MOOR INSTALL TYPE II-C CS (T-17. 53.69) WI.i-N 24" SUMPS AND .STAtrIDAkV MAh4OLE COVER ( FRAME. 6. SEE SHEi-T 1 7. .:'TA. 0+21, 37'R INSTALL TYPE I-C ! (I. , 54.4711'.TOP 56,14j 8. SEE SHEET 1 9. SEF_ SHEET I to. SIA.-0+30 10 STA.3+70, S 70 17'L E.XI5TING AC STREET AND C E r. it. PROPERTY LINE FOR 50' RIW OF E ST. N.E. uE0 ST. N. E. ry i. U. A A, - - . 1; T-T-r-- SANK R'j% GRAVEL - AN TT - - - !- 'At TYPICAL PIPE TRENCH a -r)- 4 s 12. rUTVRE C:lR9 c rrL)TTER I t 13. STA. !+00, 15.33'R IN-cTALL TYPE IF CB!I.E.53.22, t4. STA.. 3+651 i5. 33'R 1NrTALL TYPE 13-C C13 (I.E. 5Z.73) 15. STA. 3-*90, c3',q TG ?5'L REMCVE i2"CONCRETE PIPE. 16. STA. 3+65 TO 3+9C, t5'R TO 35- L LAY 60' OF I Z'I CONCRETE PIPE. ("A H. I, E. 53.34 5=0.0017). ' HAND FOB%l ASPHALT ietti— WALL 17. FUTURE CUP,8 18. STA- 4-060; EXiST-1NCr k`l0JN�M ►yT _ 4- OF 23rd f E-ST. 19. STA. -A+15, 10' R ADJ EAiST. M.N. 20. STA. Z;i9, E-XiC-7. 6" 510E SEWED. Zi nIA. 3+83, .10• R EXIST. 5,S MH REVISION 8Y DATE NO. CITY OF AUEA" iN AUBURN WASHINGTON ;let ST. IMP. NQ 13 7 22nd ST. N. E. "E" ST. to AUB. WAY N. PAVING, C a G, and STORM SEWER DESIGNED W r- C APPROVE0i SHEET 2 /2 DRAW" G. A. O. SCALE "s ' CHECKED � .rL ��.�L.• DATE MAY 2i, 1971 7I-5TR -2143 SH-2 i`' SS I. E. 51.70 . 1 t _.. 1 .. 1 I i t 1 - -r t 1 t V • r t i I r -1 4 t , • 1 I f ' _ _ _. -- , t , L i t � F�. NOTES: 30' — - 30' HALF STREET (AC-) / EXIST HA E I _ - 7 O 9 I. THE CONTRACTOR I5 REQUIRED TO COMPACT EXIST. BANK RUN MAT RIAL, o.� z NI«WTYPE"A"MONUMENT- (0100) —� -� _ PLACE NEW 'BANK RUN AS REQUIRED TO BRING UP SUBCRADE TO REQUIRED R1E5_. I VARIES } - - 3 CONSTRUCT EXTENDED CONCRETE CUR13 / zs I GRADE.- CONTRACTOR IS REQUIRED TO PLACE CRUSHED ROCK, ASPHALT, AND VA - '"""` Q 4 SPECS.) a CURB GUTTER. ASPHALT SURFACE TO BE I BELOW GUTTER LIP TO ALLOW 1 (STD. PLAN N 24 OF STD. S E ) �, I c � J ASPHALT CONCRETE Q [-XIST- T--C C.B.(--0-+/7 44RT-) j� I I FOR' FUTURE OVERLAY.7- ✓ Z. IF UN5TABLE SOIL- CONDITIONS ARE DEVELOPED IN ROAD BED DURIN4 SCOPt~ TO PRc�r' ONE — 5 NEW I-C C.B. (O+ 37 21 LT-) '(� � _ 2" 6/8" MINUS CRUSHED STONE CONSTRUCTIOU, UNSTABLE MATERIAL SHALL BE REMOVED BY THE (1"Ac OVERLAY IN FUTRE) 12"BANK PLIN GRAVEL_ (CLASS A) C.B.(0+37 Z1 RT) / / GU NEW I C � ( CONTRACTOR AND BACKFILLED WITH BANK RUN GRAVEL AT THE UNIT- � (EXIST. IN PLACE). 1O' PRICE INDICATED IN PROPOSAL FOR BANI< RUN GRAVEL. UNIT PRICE , TYPICAL STREET SECTIC)N END NEW CURB AT !?7" OF CURB ( APO SHALL INCLUDE REMOVAL AND DISPOSAL CaF THE UNSTABLE MATERIAL. ' 29 NO SCALE RETURN (04-17 92 LT) EL.56. 2-� �, I 1� U 2 PN _ - STORM PIPE pL REP 9� FUTURE HALF STREET CO) NEW TYPE *A~ C URB ,0-- GUTTER / 0 ll ,END NEW CUR.B,'-GUTT ER (3+62.5) / ' Z 2 \,TOP w 2 CURB + GUTTER TO BE: GONST I-,'9 • . LE-lu BY OTHERS 3 I3 EXIST. T-C C.D. (4+02 39 RT) - W 23 20 14 TE,.EPHONE M.H. (3t97. - 29 RT. ADTUST TD FIN 1 SH lr D GRADS %n �, 8 TOP _= 56.1.4 l� POWER POLE) UNDERGROUND 54.47 - SERVICE (+f0l /6RT). TO BE'MOVk_D _ BY OTHERS. - J' 3— �6 EXIST CAPPED MONUMEiKIT (-4430) /9 26 17 WATER VALVE (446 2.5/LT_) 4 ® GAS VALVE (4409 Z5-1-T) � LEGEND I9 PROPERTY 1 L IN E �- : 22"° STREET N.E. C CENTFRI-INE OF RIGHT-OF-WAY EXISTING AND STREET STORM SEWER zI SAW CUT EXIST. ASPHALT / 27 STA. 0+10, [5" R ADJ MH. CEXI ST.) MANHOLE ,—`4— z 4 U ENf� 15"" CONC PIPE 0+15 �_ 28 STA. O �10, •' 25' R S. END 8 S.S. LINE. (EXIST) SAN ITARY SEWER WATER LINE 4 VALVE 8—SS „ —8- -W-- Z5'RT IE = 53.74 (PLUGGED) 29 STA. 3496, 40' L WATER METER. (EXIST CATCH BASIN MONUMENT q z3 INSTALL TYPE II-C C.B. WITH 3o STA. 3+93, APPROX. LOCATION 1"WATER"CRO551NO (EX15T.) ASPHALT STREET STA N DA R D MANHOI-� COVER�FRAME O+•I533 DITCH �"' D (, -SEE SHEET 2 FOR CONSTRUCT ION OF - 31 STA. O +- 21, 27�R TO 45' L EXIST. 8'�Ci WATER LINE- WATER METER ®"— STORM LINE 32. STA. 3+85, APPROX. LOCATION OF a" RIGID CONDUIT WITH ELECTRIC CzAS LINE � VALVE UTILITY POLE f ANCHOR --Cz------b4— --'--' Q EXISTING DRAINAGE D17CH J-BOXES AT END5 (EXIST) GRAVEL STREET 10-90PT:a.100 ® CURB 4 GUTTER TO BE C0145TRUCTED IN THE FUTURE 3.3 SAW GUT EXI 5T. AC PAVEMENT 2� INTO WEST SIDE OF ST. FROM 4- OF_.E.. ST. .._....... ,u-- ... .. _.. ..o .«.. ...-.... -.... .. •.....R. ... ..• .....-_..-..._...... _... ......__. ....�-...-....... �-.... .. ... U LR(zR4U D C UI 2' E ra.r.w.+e•w-.....war...a.a»....w...r.. ...:... .•_. ... ... .._« -. ... �....-.............. ....• .....-..-.. .. ..._ ._.. ... . _.... -_.. ... ... .....�- ._.. . . .. .. .•... ..... . .... ,-_._ _ ..,.. .. tU 0 U .............. \ I I \ NEW ---18"-- ST- ---�--- MP � •� ,- ST. I. No 137- F WAS 22nd ST. N.E. ( E ST. to AUBURN WAY N. PAVING, C & G, and STORM SEWER 9174 �n = DESIGNED V✓,F L3. (APPROVE -�L", SHEET y HORIZ. 1f' = 20 LAWN ?�'oTc,B. ,�.._E VERT. 1 = 2 i2 ECKED�.A..-�:,AUArE MAY 21, 1971 ' w w U1 I r O Z Q 3 z m DATE- �_N_6_r----- ---- REVISION ---- ----�- — BY m.� mmmm . LITY CIF At.13"URN AUBURN 4','�SNIN6TON a So,j 71-STR - 24 4-S -zs6G SH-1 . , t 9 t 1 1 I t t t I i--56 --=-- - -- .5 4 - {S) C 13 1. E. -. 5 4. — ?53. 15" I. E. WATE R L. o c� v� 10 - 0+00 0+50 Ito 0 I+50 SEE SHEET I 8., —IB"-----------------ST-------------_----_ - W 9 12 - -- -- TOP 56.07_j I. E. 53.2.2- I, 2. STA. -0+44, STA. -0+251 17'L EXISTING C B. , 15. R TO- MH INSTALL - 25 CONCRETE PIPE (PLUG) END ELEV.53.74 3. 4. SEE SHEET STA. -0+21, -I 37 R INSTALL TYPE I-C C13 (I.E.54.47)(TO P 56.14) 5. STA. 0+00� 1533*R INSTALL TYPE II-C C13 (I.E. 53.69) WITH 24" SUMPIAND STANDARD MANHOLE COVER � FRAME. j 6, 7. SEE SHEET STA. 0- P-11 37'R INSTALL TYPE I-C C B (I. E. 54.47) (TOP 56.14) 8. SEE SHEET I 9. 10. SEE SHEET STA. -0-+30 I TO 9TA. 3-*70) q- TO 17'L EX15TING AC STREET AND C 6. II. f PROPERTY LINE FOR 50' R/W OF E ST. N.E. �mI Q vi , _ m- cn N I. E. 45'.'89 i - 3 op . 3450 4- 00 I �cI�;G 01 i 13 1 16 1 9ii b p d U I U G DO °d a1 I15. Z U d 16. 0 0G O r U U) 0 o 0 0 o G( 'a 1819 6 U u 0° 8 �; 6"c' N zo p v o pU G Ig 21 • g" 55 14 • vI h 6 —SS ------------------------__—____--'----- Sr ` GG ° 17 I 6'LONCt 12STUB TO DITCH 20 TOP 575.5 8 I. E. 52.73 IIE`o ST. N. E. I W= I.D.+ 24' I 1 tl �1 • 1 1� g� 9, 00;° BANK RUN GRAVEL ' SAND FILLER / a---- BA L A S T TYPICAL PIPE TRENCH NO SCALE FUTURE CURB � GUTTER i STA. 1+801 15.33' R INSTALL TYPE .a-C C B (I. E. 53.22).l STA, 3+651 15. 33' R INSTALL TYPE II-C C13 (I. E. 52.73)- STA. 3+90, 8"R TO 35'L REMOVE 12' CONCRETE PIPE. STA. 3+65 TO 3+90, 15'R TO 35� L LAY 60' OF 12 CONCRETE PIPE. (M.H. I. E. 53.34 S=0.0017). s HAND FORM ASPHALT TAIL WALL FUTURE CUR4 4 EUTTER. + STA. 4+0683 EXI5TINCt MQNUMENT 4. OF 23rd 4~E`'ST. I STA — O -+ 15, 10' R ADJ EXIST. M. H . +19 EXIST, 6" 51DE SEWER. STA. Z ( STA. 3 +83, 10• R EXIST. SS M H 1 t t I I I- - - -- - - +--- — DAY E NU. REV 1 S#UN BY ....�..� CITY OF AUCURN AUBURN WASHINGTON Fo -ST. IMP. NQ 137 x CN �rl I WASjj1 22nd ST. N. E. "E" ST. to AUB. WAY N. PAVING C Ek G, and STORM SEWER 10 l'# �`,� 9174 c4 \L;' F (3 DESIuNEG W. APPRUVEC % �F GlS7E� �C`• __ __ _ ._._ �� DRAWN — — G. A. 0.— SCaL.E- HO IZ.-- I = 20 2 _VERY.—I_=_2 2 CHECKED.rt.,$.��t.• DATE MAY 21�-197'1 •a.—.....+ 71- ST R 2-F 6 SH-2