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i 22' : 1 � TYPE -A' CURB—� j GUTTER r-- Z 2 __•� T r ♦�7 r . T �� :►��,��lyfn'fI�� 1 ��.r•'�: _._ il:/ •-i�.'�� to ! I _3 I ! , f 5• i I 5(DEWALK LOC STA.— J oC i ! , ! • 5.5 .7 TO STA t[:.'70 r--�� ! 2•� I NEW BULKiAEAD • "t)WA a.• I via c� r,4SIDE,.lALK LOC. ST4,; t h •r ;� I 7 70 5TA 11 *C7 _ • .. EX)5T CO�JCRETE 2' ASPHALT OVEPLAY 4'CLA55 •B• ASPHALT CONCRETE—' \ TYPE"A•' CURB—' ' \'�. '•-3r Li_Aj5 `B0 ASPHALT COt,iCRETE 20 5/d" MIN!S CRUSHED ROCK ----� E GUfTEti \t 2- 5/5 " MINUS CRu5HE.� ROCK ' �," PIT RUN GRAVEL ---- ----_ --� ! G" PIT RUN GRAVEL f TYPICAL ROADWAY SECTION STA. 0+25 to STA. 7+66 (NO SCALE) h i 1 �• i 3� fJ i ! 1 i i 7 5' _—_—_ _ 2 • , -= a , % f SIDE WALK LJC. STA. i7.52 Tr,) STA 17-7(c I 25 .5 1 I r ! 1 `-5l3E•NIAL_►� LOC Sra. P"---7_` _ 17 52 TC 57A 17.7(o t iGRADE TU EX15T ' �- ! t e IC1r-a !)41 L r*)fl m S►DEtJA_K LOC. STA-.----j i2+70 TO 57A. 1 I • E 2 — _ w'� \ • CONCRETE TYPE A CURB-- ---3' CLAs., 5 �� 8� ASPr1A � ,T GUTTER+ —2- 5/8 MINU5 CRUSHED SOCK 6' PIT RUi4 GRAVEL f 1 � TYPICAL ROADWAY SECTION STA.12+70 to STA. 17+76 (NO SCALE) GRADE TO E) 15T. SIDEWALK Of? P (TYf-. } w r v 30'.---- I b Poo- mm --- z 1 ems.+ ..r..�•. ... /Ty�t 1 1 S!L�E �ALd LG�. 15�]TA 12.70 TO 5TA. '7"52. 1 _— _-- 30 22 I !jc. � , t I � IS � r• {i� ....---- 2 ------- J I TYPE 'A' CURB CLASS `8' ASPN/►LT CONCRETE i Y GUTTER E i' 5/8' MINUS CRUSHED ROCK t 4s" PIT RUN GRAVEL TYPICAL ROADWAY SECTION STA. 23+50 to STA. 31+45 (NO SCALE) LEGEND svHLr• :•! f TO STA. !2•7 � •ti C N E a'•DE%dALK LOCI STA.----' 7.1oto TO 5TA. 11 •� 7 TYPICAL ROADWAY SECTION STA. 7+66 to STA. 12+70 (NO SCALE) E 30* 8' 22 i � f : �: •. win w8k TYPE �A" GURB L—J. CLASS E ASPHALT CONNCRETE I GU-T TER - -2` 5/3- MINUS CRUSHED RUCK i ---6• PIT tR%1N CARAVEL >E ' TYPICAL ROADWAY SECTION • 1 1• r r 1 r, • r r 1 r r r I r r r 1 f MICRO • DA VA - "CE-CH 132 S Spohore Street Call Co : Seattle, Mashlslgf rn 98131 206) MA 3 5740 tqt qi z t kit, �t s • �c � Ilill4l�!flllliii�fl!!III!I�!i Illltff!f!Il"!!l;;'i!�i;! 11f�11!i�!I!itltl! tlll�tlili'!il'liiiii�V1I"�'I! ' !�liiilllliElll lii!lillt,llll STA. 17+76 to STA. 23+50 (NO SCALE) I i ( ' VA141E5 i YAR!ES �5. -7.5—SLOPE 8'•_.",;Y . ..� EXCEPT A5 r,ATCFi DRIVEWAY AS RE.-.j1RED S 2- .- a Inc, n TYPICAL DRIVE WAY SECTION (NO SCALE) PAVEMENT PE�004A.L O 5T E E. — T .� 'AT" BA5EN --�1 --� 5AN47-ARY 5E'riEP ^^it1-- WA ._ ` R L I N E `` VA I_ a E F!RE Ht'iiRA VTR J - -� •v,!A T A R "^r E T E R 5 -- --+• GAS L.;Jc - a ---- UTILITY POLES FEfvCc . - -- • ---; - n- 0N•JMT-NTS TREES It BU5HIES t JbPHALT DRIVEWAY CONCRETE DRIVEWAY fia_-__'=:<<L?�: GIRT 01R!:'E'.%1AY E R0RuS__- PPC) PCPT t LINE --- - --- - - --- CENTER LINE --- ----- _ -- --- ABANDCl/N rJATER LINE-..-',� LA 5T tR`;N v,/ATER "1E T E R TELEPH0kQE L!NE B::RtED) T —_ %d-'ERE EX'ST. �ATCH ?3A51N5 ARE REM08ED, THE CONTRACTOR SHALL PLUG THE EYiST FIPE. WHERE NEW CHTC 5 ARE 1N5TALLCO t1R EXIST OtiES REPLACED. THE rONTRaC'CR SHALL I-M5TALL NE*w! 8" CONCRETE LATERALS AND 5HALu REM')OVE EY15T. LiNES C>:ST SHALL BE INCLUDED I`JG�R CATCH 5:3 ;IN ^•Er, -OVAL ' R ;N57AL' ATiJN. a3RADE TO EXIST S!DE',I'AE`K (TYR) y r-tCz• RAJ i ! o t i 04 BARS 1'- ,., BAr?S ARE T. c E GRAVEL •ACr.FtLL-----� ! +L t Z �! Imo_ 'jiDE:wALo, _J `' - 0 ".3ALV. P;PE •O' is-L TYPICAL BULKHEAD SECTION - -y (NO SCALE) ; CON', ?iu'"CF T H!5 PROJECT —r ALL bE N ACCORDANCE `.vITH STANDAR4 JFECIFICAT.'ONS FOR MUNICIPAL tPU51-I(l WJ RKS CONSTR'JC'ION - i9t0�3 AS APPROVED BY THE STATE DEPAR7-.1E'NT SF HEALTH f WS-WASH-9s 1 u .yam / — 2 7 — 7 1 Y CITY OF AUK IRN STREET IMP. NO. 115' 4 U.A.B. PROJECT 94mNO5(9) ' 4th STREET N. E. r DETAIL SHEET_ 1 a ^ . R. L. M. =. A3 sNOwM 4 • S[►QRaycs MAY 249 1970 70 S'T" R 2-.124 3 00-1 a Q i.ii L� t Vim' t • - - i .-. ' r I— r • , It IV w i r r , i r, 1 � I i .-- S'-A • C + E C 1'6"41szH 6LKD SO. SIDE !�•.- - __ ---- --------- r MIMI � � 1 .. t • � rl r1 MATCH EX IST, 6LK'4 fl r\ O + — � 4 h cn ,► sit 1i A E► in Z `5A 1 tJ� BULK'`" 5' Sir I_Y i W r� ci: - (A .—.( -' M TCH Exi c T ,a 1 t. ! ' ' FROM —, '( '' e r -- 4 if (�-0 HIGH BULKHEAD NORTH S:�c 2'-0 NIGH BULKHEAD cC,r Tr' >r � r' 1 �11 M Q + Q W � t T � ry i - -�-=- --- ---- + - - --� 1. '• In 1 MATCH EXIST. u►I AT H EX S D1W � N O 3O'FROM 4. all ' um + + cv < f- of MATCH EXIST. v� ,--- i7,i. PIW 4 C ' FROM IL i i I'd' HIGH BLi!�i) 1 i (NORTH SIDE' 1 REMOVE �' REPLACE) 2'-0" HifxH BLK�D if 4 , r c W � a+ W 4th ST, N, E, BULKHEAD LOCATION DIAGRAM SCA L E I "d 2 0' c _O PE GROUN C• TG ,�-MATCH 3RIVEV.AY AND ►�� ---- ;A/ SEED AS RE-QUr4ED. 1 A SULKHEA DISTANCE VROM.. END OF IM-KHEAD 1 ' -r tti r to /. r % . w . ' � 1 +C EvesE Or v/Jv Cr�.r,1 $ I L. CK'sE`h'AY OFE, iMG I/ i HE'GHT OF aULKHEAD. el- - --- - �7 r CO ♦✓ ' _ ` DETAIL DRIVEWAY BULKHEAD NO SCALE �'I,"r1r1 It� Irl'11'iri I(�'t ( I � ,•1�1•f 1 11 ,'1'I •1.1r1r !! il/1111(r; 1..,, 1 1{ r '�1,11t1 -41CRo - DA 1 q 1 I•CH 132 S. Spokane Street Sewtle, Washington 98134 Call 206, MA 3 S740 t tt(l E 1 �1 it Ilii�itlt j Ili,rli'!lli!Ii�liI'tl''.!rri.„r„I1':'!' ill Olt 16 ° 1f tt �I}1, }f , �' t;. ;It llZi: i!t ; tl,fliil '� >r ' m + 4- d Q NJ Q IMATCH EXIST `' cz `D/W 30 FROM I- env; I s r 'f- � M Q I�_ , j STA 3 +92 $ 00, le.l STA. 5+12 STA• 6-41215•E Z I C x I 1 U -------- -- - - -- _____-- -- --- - ----__ . - ter-•1--. - -- . r t 1 Y _ ------ , -- ---T--�-- ----------- - -----�«----- - - - ---__ _------- • �� �,; ' !a' MATCH E X t S T. SU' XHl A�. M • lii + + `' h + 4th ST, N, E. Q ': Z F- cn c'1 10s 0 f--EX.ST tiCr 3LDG MALL f ♦ ♦I i FORM NEW SOCKETS 4VC ' -TOP LANt)!N,2 --REINSTA.i_ EXIST. RA.,Nrx. i It I' RISE ANC RUN OF NE'A' STA'I kA rr Sty-a.� MATCH t?'•ISTlNG AN[ 35 .. e PPor' z«;. �'�' 4':er 63R!r y. s /49 / *10 3 CA, r iNFTALi_ �4 DOV ELS OR E(�WVALE!dT iN LAP DOWEL Bl1R5 12" EXIST "BALL L9 6 O.C. I 11 If .. t ' -j-- —ITyP A ttTf�'fN�iS ST,�;RS TO ANC'-#Cf2 STAIR ' 1-4 ZECTIGN. j 1 , 1 t �4 cw 10 I i ! �4 r 4. _ "3 As I y' - •�---- - I C' L � .a. R t ; � 1 ; Eta i� i�S f r0blFACTED FIs_L• AAATERiAL NOTE REMOVE EXiSTINri SY;vM:ETRI:�A_ STF,IRW1,'.AY% C_OMPCStD OF Tif�aG h'LONG _t LANDINGS AT BOTTOM., TWO INTERMEDIATE I ANDI1 /sc, SEPARATEC BY 6 STEPS ABOVE AND l3EI_c1'\n, ANC 4 7 4. LGNu TOP LA,'�fD1r�tG. CONSTRUCT NEW 4'-6" MATCHINfx STAIRWAY AS S►'?C'WN ON OE"TA;I r�EM(Z'VL' EX151 i N 6 -,�,�10RAiL Ati0 RE;N5TA. L _ 0K) NE ;V S 1004 'RVV,4,. ALL WORX SHALL BE IN �CONFORMAN'.'E W11H THE A.C.I. LATEST ED,TiC*N SECTION THRU STAIRS ., ^A /q - 1 -C V V/ L 31D�NAL9 `1-0 VARIES_ �y i i 9 a1 PIT RUN GRAVEL RFMQVF FY15T PAVFM r NT -;7 CLA« 3•ASPHA'- T COPIC. EXIST i, F' F T CTA '**AA Tri CTd 11••72 �• Ci+L' fC.�7: �N GlC`� i STA. 9'86 TO QTr. 10-66,�J 5'vv (NOR �r �'vEj STA 13.4 15;69, S'W j NORT)t SIB f DETAIL SIDEWALK SECTION AT PARKING LOTS NO SCAL E rt sr . 1. •. .E --MAX. HEIGHF APPRCx_ 7-0 1 i NEW CC�_�_S1GEwvA�e.' - s 4 ilmmmr.� oat- 2-0 �- - — --- — — - +� 4 C ! 4 3.. CLEAR RETAINING WALL SECTION I. SCALE �f O ,� 66 4 v 1''� ✓ Ll ; lll�- W S—WASH— 98 �, DATE CITY OF AUBURN` STREET IMP. NO. 115 tLA.B. PROJECT 8-1105 S) 4th STREET N. E. r. DETAIL SHEET M �e 9. A.O. - AS NOTED M. SsaJUNE 24, 1970 8 70 Sam x 112F SXZ 1 y. i sC 7�t 70 r` E at 0 z s 3 t i U) ? tii 1 t Ci .t 01 Q, t ' cri ;I z; c { a. }}rI Ji w t z h- 51 Z i t101 H I [00, Vc: 1.074 too, VC O. 950�'•� _ 100' YC 100' VG et t0 N 10 � ti !� f u.' Ap 1l) M? OS W) 0 In No in 0�` O rn ti t` .S1 v N O '` �t 0 .O _ b v 9 h ki 1<i 4: l v M r6 N In v to in ui 1. ti. ti t` ►f` r` r• ti � ti P. 1.. 1� f` t` ti s• ti 1` ti r ►- r- - FINR5H IL GRADE '__)LOPE 0.8 J i e , - -_---� ._ Zvi ex►STING! S 5T LINE INV, EL. 71.66- t }. INV. EL. 71.7 _ INV: EL. 71.66 I { war . EE 70. z4 ,f ff t t j � I, f t ► 1 ; � 4 � I ti{ v 1 in W h�- z Ln Z V � 2+00 3 +00 lr *00 5 +0 0 6 r 00 7 HOC REMOVE EX15T SIDEWALK BOTH 50Ec. I !; --REMOVE EXIST CD CONST. BOTH SIDE5 TO NEW CB 11 r--TYPE I-C CB BUILD OVER ` Ex iST. LINE 4 6t RADIUS Le Lf v _ it- RADIU5 TYPE I-CiCB 4 PT J • CUT EX15T PAVE MEN T , W BACK FROM I OF = 4Z 5T. AND MATCH EX15T. GUTTER LINE c PAVEMENT. 0 PT EL. 74.80 4 GL----` I7'RAD1US TYPE I-C C8 .� TYPE I-C CAP PC •I 1 i' RADIUS TYPE I-C L8 (L PC 13' RADIUS' ' INLET _ ca PT �. 4th ST. NE. ��t.�a��1�'•Ir����`�I�t�l���i `2��' � ' I �rt.;., ,,t1„ r;.1,,,�r,.1,, �.,..,,,.,rf,,..r,11`1`� c MICRO - DA I A • l I CH 132 S Spokore Street Coh 206; MA 3.S1aG1 Seattle, Woshington 98114 1 �t Es Z,1 yt 0!1 .� ,t. It tf �f {► jC ;I tut;?• (l i't.:Itittl �illttl� tilt�ltti�i�t 1'Itl��i'l�ii�:�+�'�:I. .� l�Ij�,f., 1,��ttj�fi��llill',, �' 1'f l,tt l'f':: 'j1,�1�1 Il u . 1�rr•1 1 'tlj, ,1 '•.. .tl'�'II•'.Itatltit ltt i t , ' f fT inI 4 �z 1J run 8+OG IAiiT. = EL. fi5 �70 !NV. EL. (63.84 9.00 { APPPDX. LOC. OF 55 LINE. O � o Isi ao � m H � =^ Y 11+ 0 i t 1 i 1 r-CONNECT td' 5T L:NE % TO EXi5T MH 17` RADIUS ,,----RELCCATED FENCE ON P. � i T TYPE T-C "B f PT I ASP;4A L T 1 f PARKING :.0 T z J t>_ F '�{ w 0 STII, 9+T T �A eLOT _ 810 5 7 1 70 CJ 1 ,",�� aer�lL,s 10~STUB f uT�____ TYPE I-C v8 DATE L--- TYPE !-AI MH PLACE 10' [A5T CF PC 12" 55 5EWER CITY OF AUBURN • _ rHROVGH MH LEAVE AUBURN WASHINGTON W \l �,liT EX15T PAVEMENT ' '' SUMP Z ` "y" j u' STREET !MP NQ fis 4'1 ST AND MATCH EXIST •'••_._ GUTTER LIME c PAVEMENTIm '�f�� ���j• ° 1a W, �+ U° A•Do PROJECT 840Nos 1161 STREET KE_ �f4 � `�,w� AUIHJRN WAY N. to *W ST. k E. 01501 Y11EG R,I..N. AP►RWED SHEET ORAW" - II.L.N, SCALE __ W S-WA8N- 98 Cr�pcEO�, DATE J'JIM 24, 19TO 70 WKSLI12-4 91" a T i 3 + t s r 40 w w a a :4 i r MEW 'YR..:Y/t' .'�} M:: M "+^'- . :.•.`l. ' (TI'a l >v�.x..sa. v •1K+ Y1V.Y::."�.-YYn[/.M.•y A,,- cta.•r •..�.Y-_V. .rTls'.Y•�.I M.O�..�J:.....J , v.Y. .� ,� o i• +n o �• k' ti ti 1 ti ti ti � ti ti~ i INV -El. 72.71 _N, i INV- EL. 72 TI S. i 13•��' t 4-DG 17' RADIUS TYPE VC CWS rIH REBUILD CHANNEL FOR 18' PIPE .0 1 v ' cr .� + tr W� Z = Cal C3 rj I6-GC } • _EXIST. 42' —/ A PPROX. LOC 8" 5 5 i 4 •ol t l ^ Yr. + o a� ' m 17-GO CUT EXIST. PAVEMENT BACK 40' FROM E OF_4s- 4th ST NE. �It•+cics�) t 1 t�� � Ilt (+ � +:�Y+ i + � � I +a� t ' I �•j,.,l.t.lY:.+Its`�i•I�i I ill��sl NI('RO U.A I A TI.CH 132 S. Spokane Snee• Cuii Seottie. V/o%hrngto., 981344 206, MA 3-5740 + Mt I + ` +}t + Is • jc Is t► tt Ot waft i00.` VC 19�C0 N r 100' cl N 1 -INV. EL . ti. 52 INV. -EL TL.30, i t+ h tn �W� f n �0 . �•W W 2 Z • ifi F- t`- 4n tf3 7 7 #J 201.00R 21• )-D r�- 1.040 V.-IFL. ft.72 NJ EL 71. 40 2C-C'0 70 W Z CUT EXIST P4VEi"IENT BACK �..' ,/, 37' FROM jL OF 401- 5T AND J MATCV4 EV15T GUTTER LINE s E PAVEMENT s� -RADIUS 1 TYKE i ! S T I m bi Z �_ O ' YPE ' -C CB 5' W OF -'.. I �. 7-2 7-71 PT GRATE EL. '3.50 RADII U :5 UACK .40 F HUM E Ult DATE W t REi%,56C=N ' ` ' t By G ST AND MATCH EXIST. :aSTY �� A �IJR !?TTER LINE Pf1VEP'tENT. AUBURN WASHINGTON ,••R�� " STOREET WR NO. IIS ` M A. L PROJUT a- IIOS (8) 4th STREET N.E. `M" AUBURN MAY N. to ST. K E. DE a' WED R. L. N. Ap" VED �. I;iil<ET --f0:ATAwE CALE VUT e�1 �'s { 4 DRAwtt1 R.L.M. WS-WASH-98 C"ESYEDM. d4x&%&�%j J%M 249 1570 70 so t a .0 4 d . .� 0 VG u.4 2 . _ +° "i F • ^ 5 ve 1GQ' +�C-0.275% 50:`JC * 0,200 SarVC-G:2Q0% W 10 to 0 to - .o y s 10 "6ram. ti ti ti ti 80 r- r ti ti ti :` t f EX15T ' GRAi3E . _� .r.-....•.. .ri air —�! ._....,� _ ...—+ --- — — %S ftNt" Z GRADE'' iN%1 EL. 73.-W.. i _.1NY EL: 74.25 INV -EL., T3- 61 N 5 --- - ----- - — -- 1 N V EL 73.30 • EX15T. 42' 5vTC" -0Nl` :4 E115T 42' STORM LIPE t 1 t `• � � NO I l I *` to j U_° > >_ c 46 to 0 0 V H s ♦ 1L { ♦ v; i W cn N rn Ntv EDN 0 4 V ErrC . m Z ..., 40 u 0 an F C Q Y Z s i '2 2 +0 10 3.. C) 24 ♦nn 25*-0 i 2(c-0C 2T•00 28-G0 29•'sC 30-00 3i-v0 t �.y J it •ie • • +y �f f, ^h 1 - 1.111 7' RAD. FOR NEW IV RADIUS 51DEWALK RETURN :n ; ..,•f ! TYPE I-C CB,s -C Cb TYPE i 15 RADIUS f �' '.rti t W RADIUS ilip Pk. z ... ! T INC 4 I • I `6 it RAM A. 1160' RADIUS % 1 ' �. TYPE I-C CB 10'i RAOW5 ' — TYPE I-C C B . ` F¢— ` TYPE I-C C5 % PC Id• E. OP PC7 ` AD PT I� GRATE EL. M-40 CONNECTED EXIST. CO--, CUT EXIST. PAVEMENT 3 4 BACK 40' FROM C OF �:E �tq` - REMOVE 51DEWALK FROM STA 23-50 TO 40' SOUTH 4s 5T. AND BATCH EXIST. OF 4"L St. AND REPLACE PAVEMENT # GUTTER LINE WITH A 5' SIDEWALK A 4th 8T♦ No E• v.:.r.c 3l ''''' '''':�''''''' �''' �''s!'''''''�'''''''I MICRO • DA FA - TI-CH 132 S. Spokane Street Seattle, Washington 98131 "�61 MA 3-5710 l �1 1 l 1!1 t tf • t[ t D 't ji Iq 10+11 !!!IlI�IIII!I►llill�tllill�ilifiili{�►ill.ii!{i��:!Ilil�'i�:ril�lillii'i��l�lli�lliiliiii'rUll�l{!i(lliilllflill�llll,�{iliilllll;i�Iiliii7tll�1�ii1 3L`VJ f Y � i ` � i • • Z \ f_ — - *TA. 31+12 Ij- CONDUIT 30" DEEP 1 �.a 80 75 70 (05 ! DATE N4. RE: S:014 By CITY OF AUBURN AUBURN WASHINGTON 'X;I K if. cr'` STREET IMP• NOS IIS f U.A.B. PROJECT 84mI105 (8) ,` % 4th STREET N• E• q,, QFcI,;t4+�` F roKA� E.� AUSIAN WAY N. to "W ST. No E. LDOI IiGNE^ It.L\M. APORCvED SHEET r A fN RLMSCA%.,M� 1 .� •_ ir_ r: ws—wA8H-98 CNECKEOM. Rt►tre, DATE JUKE !4, 1970 f 8 70 ST& 111'% a: A R z 4: $O ;h+ ti z z 3:l Z� �1 m�=' EXISTING iO" STORs"A SEWED --- kEW 8" STC RM SEWER w _ ' EX15T1NG _GVTTERLINE NORTH NEW 8 STORM SEWER ;2" S AN. 5E'NER 70 -APPROX LOC EXISTING 6" WATERLINE r 6`'M;N VE T BEPA ATEON 'BTWN \--- NEW 12' WATERLINE I ©" STCAt if SEWER.. to wAT £ R 0+00 l n, .....-, �,'_L:li/ALVE r: it E; �FL at I Z" J. r -� T_H?.Li T BLOCK I :DETAIL `A tt STALL NEW HYD ASSY � J % SAME LOCATION �# 1 — SEE DETAIL. �At llal f•00 TYPICAL' "5HORTSE: `!ICES 3 c __—�— A 'I 4-C+0 /VC1V a rvG MJtoMJxFLa17L 12 x 12 x4 x4' CRO NOTE- EXISTING TOPOGRAPHY 1 �1 t \ Z" TEE REMOVE EXISTING I-HY;O.--- i' ARANGON EXISTING 4" LINE AFTER SERVICE.§ HAVE BEEN CONNECTED TO NEW 12" LINL. SEe DE .r.A i "S:' REPLACE EXIST- -{NG 4' VALVE WITH MJ 4" VALVE. FAH �5 1 ?a T E ALL EXISTING. WATER SERVICES ALONG 4 TN ST NE APE TC BE REPLACED (FROM. NEW 12 if LINE TO METERS) EXCEPT TNE: Z' SEAVICE AT STA 12�90- -`NT;-AC7r"IiP ".,HALL EXCAVATE AND E.X- POSE EX;`Tit-jG WATFgLINE_,; AND CE-: TERMINE !TT1ty S RE•:�UIPED TU MAKE CONNECT10ty TO NEW +Z" MAIN, : COWNECTiON SHALL. NOT BE MADE A/171.40UT APPROVAL �:� THE _NiG1t�lEER; REPLACE E-sAN SL"4'4cR i'C:t^:. j 10' EACH SIDE OF WT:t NAA04 N TH +� INSTALL N E 1W t Lx NEJ __-- �__..S ,--CA; T-IRON, U�IN� Ai�G=--,�,VcO "►SANS i 4" VALVE ITIGN FITTINGS TC /� _ �ISTItiG SEWER. r t D�TAI L !Y 'INSTALL NEW HY D A J' Y t '�_75TA 10+30 29' N INSTAL_ 2 i AP%o POSTS FuRrjiSNEo Br CrTY W If% ! STA. 9+80 -4�wTR LINE ir 4j WATER METERS ARE TO BE RELOC..ATEC BACK CITY OF AUBURN • OF NEW SIDEWALKS EXCEPT IN AREAS WHERE Z = BULKHEAD5 ARE 1?O BE CONSTRUCTED. IN THE5E AUBURNW�►Sl�f!iti�T01� AREAS METER5 ARE TO aE RELOCATED iN THE �Ilue`.wHLK_ A-JvDINi�fV TEE cdCK CvKa. STREET IMP. No* II5 CA5T IRON METER BOXES APE '•O BE PtlRW54F.D s s INSTALLED IN SIDEWALKS. U.A.A. PROJECT 8•II05(8) wl vlt�xia; At h ST. N. E WATER MAIN /— AUBURN WAY No to "M" ST. N, E. - / _ .ram �-rw• . � (J//,'/•j/ f'��Ir�z:II.L.M. tlx�::FnV£4 SNrE T W S—MIASH-98 CHECKED". S�,"ap,^►iO; CAT f no :+, 1tiO i 7o STA. 3•121.4 %#-09 4th ST. No E. {- �,,''t'{,If'. I',, I,t IS`t•�'r,1 t'�,r �'� {'I,I,�.r1111.;It11.I1�f I.I.,. I.l,'.,t( r{II f �r lr r 1Itl t! MICItES 1 t 3 t Sf it MICRO - DA I A • I I -CH 132 S. Spokane Street Call I Ca Seottfe, Washington 98134 206 r AAA - t. 5740 S1i t �t E�t ZII I 1'I 011 �E to tl It (5 Ie �C li AS I 1�{fll�l{Iil .{i,�ll{I �� ill{ii!!IiII�{I��� ,Ili . 111 i!illlrll(I�I 11 I { !lii U+ rI,II�I;;lI'�1+I', G r._ aA 4'i3! f�Z s �f; � 1 t C I V W O 1 l_ J Li u ` 2 if't •'1 Ili{ - 7 ;j! N 1 tO.02GZZ ?0 WATER jE_PV;CE. CQ I10T REPLACE. t_j14Nf.i: , YCi I-. F-''r' IZ' NAAIN 12x 12'x 6" x o M J CONNECT EXISTING 6" LINE TO NF-W 12" LINE -- ` USE EXISTING 6" `,/ALVLS v • • -�• •�� i .� - !r.• sr•�`• • ram.:% V - ABANDON 2" LINE. IWSTALL HYDRANT RELOCATE METER ASSEMBLY ON EXI5T 6~STUB i I J11 - _ _ . o' L:) Z6. 3_Z. _ __ _ . 45.3 7- G ;; O 18 +0 ? 19.G iNSTA�_L NEW '- SVC END IN 1" CUR 6 COCKNit l i I n i _ • y W f7- � -b"•D. I. TK R V I TOP 2"O F S T. I i ABANDON EXISTING Cam` LINE AF- TER SERVICES ►PAVE BEEN CON- NECTED TO NF.\.N 12" LINE 4th sTe N. Ee I if lots M1('R() - DA !A - TLCH 132 S. Spokons Street Coll?063 MA 3-5740 Seattle, Washington "134 �+� 1 I` ��� Is i �� {,lilll L,Itlil iILI'ilflll MEIN 01 II Illullll I.a Li, Iill�illl{II!II!iii IIII (Ii! li!Ililll'i!iilillil ifll�ll!i illy lii Illlil{i! III Iilli N t,A m Z 22�CG 12 x 12"x 4' M J TEE CONNECT F-415TiNG L iNE TO i-4E•'W iZ" LINE, USE 4" '/A; ✓E ii2'x d" MJ TEE -.1Nc= ExiS'ING w" 6_11NE TO NEW ? :NE, USc NEW 4" VALVE GEM0VE EXisTING, INSTALL NEW I HYD A, :f t _ TA ? i +28 Ld r 1j L.1 ?Evil ^r CI{TY BUR�� OF Ar U BURN STREET IMP Nth 115 ''•`� *+� U.A.B. PROJECT 84mIIO5t8i 4th ST• N.E• WATER MAIN f'pre 31 1.`` AUBURN WAY N, to V* ST. N. E• 'f��OlYllt E'� ?� SHEET MIT:)PAw04 a` A. O. sr. N _f RT_ ; _ r T ws..wASN98 ctq!: '( E M. 5Ea0RtiJs ` GA ! E JYME 249 1970 1 8 70 STRs1:40' %#-7 t 4 22+00 u-j , G�+v0 \�'-- APPROX LGC G" SANITARY SEVJEn c4+OG c 5 +0113 GE+00 2 I *�� s { + t 4 %rgg } 1 1 4 _.__ — -S.. _.y � � A !2" M1 �R05S SE.T CROSS IN LINE WITH EXISTING Sr" GOING SOUTH. 12" PLI.` i TAPPED 2. WARP ?" LINE TO N SIDE Of CROSS ' f G6+00 W, �i ' i6 ' - -._ -.� � is =�� _���. �. ._—..i►._ 441 `{!j lIIJJJ ; 4 t i 1 104STALL NEW WYp A55Y i STA 25+00 239" N ri 4th ST. No Ee f j TY PICA L �� I, aLONG" 5ERV ICES - ----f ' T!'i'1.�.I.l:r.,,I.��j 1 I { i1 31 e 5 Ef MI('Ro - DA I • TECH 152 S Spokore Street Seenie, Moshrrgton G8134 Cull 206 MA 3 5740 kE110.0 VE EKIS�'tNG,__ (NjTALL NEW HY D A5�Y STA 31.30 a 9" N t s 4 2 it f 1 J � � , f i ABANDON EX4S7ING 4" ONE APT ER zERVc Z E S r-� I ata.r oCc a: if*►C %Zr I'' w�c'.su ,'iN :►:C t +-- k- PKOX LOC ;S" VVTR '-+NE APPPROX LOC 48'" ST^RM 3E',ti .R APPROX LOC ; 2' SANITARY SEWER rr� :� "TAPPING TEE-, 6 " ;:L JALVE—i r,( ' + I � b c *,I"" rL x MJ L . 3. ..., �TAkL r,f _ :JETAiL #� n•`��• � t Y. f "j ` W �J1 Ws-WASHm98 R IF e w f 7-2 7- 71 1 C1TY OF AUBURN STREET IMP. NO* 115 U.A.B. PROJECT 8, -1105(-8) 4th ST. N.E. WATER MAIN AUBURN WAY No to ''MV ST, NIL LEc�3*4Er R.L.M. 'apPR�;v - � rr_ rr yrt �' M. SE+►EQwaOS '"" t j4m 20 1970 70 ST44 z 1 zy 3#0- t E I k e �0' I St 5.5' 2 2 I ' •�- �22 I 5 17' _ 'r �.iF — - -- ti,"� :� u^_lt�_��'ir�%.�l i �<�i�iT��i=���'..��4�'iic2i. i=�7v=�"^�=^ � ► <• t = �r�'i •�a���/i1�Ji =a:.� i.: VAT EX 15T- CO C //f RErE E GUTTER - 2' ASPHALT OVERLAY 2;• 5�8 ; MINUS PCR SHEDN TYPE -A- CURB CONCRETE 6o PIT RUN . GRAVEL ROCK-_ i TYPICAL ROADWAY SECTION STA. 0+25 to STA. 7+66 (NO SCALE) - E____ 2 o _i SIDEWALK LOC.STA.`�"� x 11.07 TO STA. 12-70 , 2.5' 5.5' BULKHEAD 2% SIDEWALK LOC. STA.' 7}GG_TO STA. 11-07 _ TYPE "A'. CURB - GUTTER I I -30, I 22' 2 2' . .2 I i -5' 12.5, r2% i . _ -r•~�_ LEGEND S)DE'.A/ALK LOC STA. 5• �Z5 II.07 TO STA. 12-70 EXIST NEW �.��. ... ,,�y � t..�'1 RDA ,<:^^ ` y PAV REMOVAL PAVEMENT _ AL?TIT'. STORM "SEWER MH—ST—rJ CATCH BA51N SANITARY SEWER E MH--- LA " SS ASPHALT CONCRETE ' WATER LINE,E VALVES FIRE HYDRANTS —W —W 2" MINUS CRUSHED" ROCK - _ --RUN WATER METERS —c� G" PIT GRAVEL -"- - GAS 'LINE — C, UTILITY POLE -O- SIDEWALK _ LOC.-STA. FENCE .— x —.- TYPICAL ROAD WAY ._: --7-66.To STA. N-07.-__ _ SECTION MONUMENTS, __.. SIDEWALKS ►-•�•;,�--, : TREES � BUSHES STA. 7+66 t0 STA. 12+70 ASPHALT DRIVEWAY _ CONCRETE DRIVEWAY ::ti,►�: S..T(i (NO SCALE) ►DIRT_ DRIVE WAY E ROADS T - PROPERTY. 'LINE__,_. CENTER . LINE'- _ ABANDON WATER -LINE y W- CAST IRON WATER METER --i� TELEPHONE LINE (BURIED) T_ 30, -30' - _ CATCH BASIN NOTES 30' -` WHERE''EX15T CATCH'BASINS 'ARE- REMOVED----- 75 25, .-5,_ ----- THE -CONTRACTOR -'SHALL-PLUG. THE 'EYIST. "'PIPE. -ARE 2 2 22 WHERE NEW . CATCH __ INSTALLED' OR _ 2 %-•- ��w�_,-1--z`-'.,.-5. 2.� — g I zz, 22, EXIST ONES - REPLACED, THE CONTRACTOR w.� ;.•-,._'-.,.' SHALL INSTALL-_ NEW . 8'• CONCRETE _LATERALS SIDEWALK LOC.-STA. 7.5' AND _SHALL REM -REMOVE =EXIST.-G" LINES. --COST:-.__ __ 17� 52 TO STA.:17�710 7.5' SIDEWALK -LOC. STA. SHALL _ BE INCLUDED --UNDER CATCH BASIN 17-52 _T0 :STA. 17 76 1 i REMOVAL OR INSTALLATION..___ -"-`---- _- - ' : � 2 °�°— 2' ---�— i .�►r �•.� .�►,� '3 uw/.//�`4'�` -- : RADE _ GRADE* TO EXIST.._..__ ---- z o .SIDEWALK OR ]r .: '�r�= —� - .3 _ 2� � I I� ----_ .�_ % GRADE TO EX15T.: 2 v 2 —f - SIDEWALK" LOC. _ STA. 12*70 TO STA. 17�52 _. •;' _r. y1:.'.'. :.: • ..•• : ."_ .• ., .a..:�� (TYP.) ._ SIDEWALK LOG. 'S a\/��a :z�=s= - --- --- - -- gIDEWALK OR - - - - --- — - - ''� � I��N.��\�r:�? ----- (TYP P Is, m,•�\ % 12.70 __TO "STA. 17,52 TYPE "A' CURB\-3- CLASS B" ASPHALT CONCRETE \� •�•.Irr TYPE 'A- CURB 3" CLA55 *8"_ ASPHALT CONCRETE _ GUTTER ._ 2" 5/8"MINUS. CRUSHED ROCK "E GUTTER.. G'. PIT RUN GRAVEL 2' 5/!3" P'i1NUS CRUSHED: ROCK - PIT RUN GRAVEL TYPICAL ROADWAY SECTION TYPICA L ...-ROADWAY. SECTION 6" I/z" RAD. STA.12+70 to STA. 17+76 3" STA. 17+76 to STA. 23+50 `��%� ;,��r' I� �,�� 3"G_L (NO SCALE) (NO SCALE) ' Y I 30' d -GRADE _TO _ EX15T. ' SIDEWALK OR E —�! (TYR) _ I\,(- Z% 22' i 2 2' 30, TYPE "A- CURB 3" CLASS "B" ASPHALT CONCRETE ( GUTTER ..� 2" 5/8MINUS CRUSHED ROCK (o" PIT RUN GRAVEL TYPICAL ROADWAY SECTION STA. 2 3 + 5 0 to S TA. 31+45 (NO SCALE) 11° .E VARIES VARIES 5'-7.5'_ SLOPE ` 8 i MAX _ EXCEPT. AS NOTED.CUT e MATCH `-- EXIST. -DRIVEWAY AS . REQUIRED '•t .� �Y s to SIDEWALK E' TYPICAL DRIVE WAY SECTION (NO SCALE) L ; "4 BARS " •� III rl VERTICAL REINFORCING BAR5 ARE TO BE 15". C-C, GRAVEL BACKFILL—`I o; j1 _1— -VARIES .... " �l n• i 7�r �C-Lr I 3"C-L NEW :SIDEWALK _ 2•_p- __ _ 2" GALV. PIPE ----10"C-L TYPICAL BULKHEAD SECTION (NO SCALE) AS BUILT Df-fI E=-7-2 7 - 71 G. ai2j _-"CONSTRUCTION -OF THIS PROJECT...SHALL_._BE IN ACCORDANCE -WITH STANDARD. -SPECIFICATIONS -FOR _ MUNICIPAL 'PUBLIC WORKS `CONSTRUCTION - 19G9 AS... APPROVED BY -THE STATE DEPARTMENT OF HEALTH JUNE ._ 12, 1970. 41,00 7 WS—WASH-98 REVISION 9Y CITY OF AUBURN AUBURN WASHINGTON STREET IMP. ' NO. 115 U.A.B. PROJECT 8-1105(8) 4th STREET N. E. DETAIL SHEET DESIG!:rr, R.L.H. APPROVED �, SHEE' +N R. L. H. SCALE AS SHOWN I..�L'CKEC'M S>;a6aca"os DATE MAY 24, 1970 '� 8 70 STR z-" SH-1 v- h t� 0D v 'T O + N N 4F`- A%ATCH EXIST D/W F¢- ¢ < I 7 L7 MATCH EXIST. In 30, 1.•.. ►.� FROM. 'i' ��t .0TA D - 7 7 �- STA. O+ 80 1� 6 WHICH BLKD SO. SIDE 1 I 'r .I 1 N to MATCH EXIST. BLKD +O r �v v; Q I- 5 BULK _ 5" SIDEVALK jo C.urt� _ 1 - O " ' NIGH BULKHEAD ' (NORTH -SIDE) NIGH -BULKHEAD (SOUTH SIDE) M 4)I 0 N til � cn O M (30 W Z H W 4th ST. N, E. BULKHEAD LOCATION DIAGRAM --SCALE 1 "T20" .. . DETAIL- . . DRIVEWAY BULKHEAD .. NO SCALE 'E GROUND TO , CH DRIVEWAY AND > A S --REQUIRED. _ - 'LKHEAD DISTANCE. FROM END OF BULKHEAD TO EDGE, OF. D/W EQUAL TO HEIGHT OF BULKHEAD. � N M + M t1 -:a a. ► -al STA. 3-+2Z � 10 .h L_ tq MATCH EXIST. D/W o a 30" FROM 1 0 + + N N N 4th ST. N. E. co cn Y ' W _-_MATCH' EXIST." cn 1—D/W 40' FROM -.I - W to + O i t M L) U) M MATCH EXIST_....._ D/W 30 FROM I to ~ V1 0 STA. 3+ 92 s Q ILt STA. 5+12 _ STA. 6'OS S - Z 2-O"HIGH BULKHEAD SOUTH SIDE)' RISE AND ' RUN ' OF NEW STAIRWAY SHALL MATCH EX15TING AND 15 3 •. r J• P' i irl: MATCH EXIST..... `BULKHEAD ' hl In Ln In o 2 � Cn EXfSTINCc BLDQ. WALL- _ ; FORM NEW SOCKETS AND TOP LANDING REINSTALL EXIST. RAILING. ;p .. 1:�3 @ 10 INSTALL 4 DOWELS OR EQUIVALENT IN ---- EXIST. -_WALL 9 6"O.C. - - a LAP DOWEL- BARS 12"" TO ANCFIOR'STAIR ( YR AT LANDING5 STAIRS. .. -- - SECTION. 1_O„ �3 � 15'.._ � ;. I, a1� _ PPRO?C. 12 RUN, 6/q ..RISE. 03 @ 15" - J 11GIik3 lit_ _. I" C LEA R o MPACTED FILL MATERIAL HEIGZHT• VARIES MAX. HEIGHT APPROX. 7-0" NOTE / ` NEW CONC.-`SIDEWALK REMOVE. EXISTIN4 SYMMETRICAL _STAIRWAY,, COMPOSED OF TWO ' -+'LONG--'L- 4 1 �a� r LANDINGS AT, BOTTOM, TWO 4" INTERMEDIATE LANDINGS, SEPARATED BY 6 STEPS ABOVE AND ..13ELOW, AND .A 7'-4".LONG -- — - _TOP"L�INDING.._ CONSTRUCT.;,NEW +'-6"MATCHING: STAIRWAY AS SHOWN ON DETAIL. REMOVE "0- EXISTING. HANDRAIL AND REINSTALL ON NEW STAIRWAY. � - 2"-0" � �`} ALL WORK SHALL BE IN CONFORMANCE WITH THE A.C.I. CODE, LATEST EDITION. 3" CLEAR _ SECTION THRU STAIRS RETAINING WALL SECTION SCALE %q = I� O SCALE " O SIDEWALK 1- _VARIES C r o W X 0 0 o v c PIT RUN. G RAVEL —REMOVE EXIST .PAVEMENT 2" CLASS"B`�.ASPHALT. -CONC. EXIST. ASPHALT PARKING LOT STA. 9+83 TO STA. 11-73,-5' S/W (SOUTH SIDE) STA. 9+86 TO STA. 10-86, 5.S1W (NORTH SIDE) STA. 13+48 TO STA.15+89, 7z S/W(NORTH SIDE) DETAIL•' SIDEWALK SECTION AT PARKING LOTS NO SCALE r •pRREq 11. �� •.� . .� a = 41-�F �f�rstcaE° NA W 0-wNJrl- %11tf Emu DAIS-7-28-71__ G, A O. rUATL I NO. I NtVISION T �v CITE' OF AUBUR. . �:UBURN WASH'iNGTON STREET IMP. NO. 115 U.A.B. PROJECT 8-1105 (8) 4th STREET N. E. DETAIL SHEET DESIGNED G. A. 0. APPROVED ��� SHEET IDRAWN G. A.O. SCALE AS NOTED 2 CHECXEI k., Sa�eQ+.NoS DATE JUNE 24, 1970 8 70 S"C & j s X 2- ! , __. _ �._ s ' f. , ' r` . { ._.. _.-._..._ ...._..._..._...... _......r r'.. Y_....._:,,....r..._:*-:r+WrCir.:.eY�... lw....r_..v_... Imo._ :w °'.::; ''yi w e •"N. iV Li.. w: :.� .t'. y rx.Ri wi`rY.rr�eeYG a �- �' 1 __ ter., P l+m .':'_ 5'w:i:...' t.9+.....W _'A_.. :.: i...�it.wi6^-�� V I.�•�'rr��w. 1�..3�L..c_. 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I __ __ --------.--.- - - - ( { -- - i - -- -- - - - - ---I,- �: I *I- ______ __- 1. � --- ---. __�:_] - . _____� - . �_ - I- - — _ __ ----- _____ LL� - ___ �41 Ot00 1-00 2-00 3+00 4-00 5+00 6-00 7+00 8+00 9-00 10-CO - 11-00 - -I . I i MJ x MJxFLxP - ____ NOTE - 12 x 12 x4 x4' CROSS REPLACE_.EXIST-- ALL EXISTING WATER SERVICES ALONG •� I= ING 4" VALVE WITH i► 6"TAPPING TF'r FL. - `T FL. x FL. VA LV E Q x � /z" Z . �� " ' • w m m /,,, Fl- x Iz'N1.J. E _+ Q TYPICAL �14." � I" - " 'SHORT' SERVICES \ / 'I TliRUST BLOCK . I _R.E. 1OVE EX STING,, INSTALLPNEW HYD_A SY ` r:' STA; 0+32 23' G" N, , I , �.._. _ I , ,DETAIL A I i sTA 4 +40 -. ! I' cl_ _ ! I' �" - , 3�4" 1/ �4 Y4 I• .....-. , �/r I11. _ 31e 1 In r.s, I . , . -- - - 2 a _ —I--r—r-��iV—+__I.'—I __ f__-1 , AI--*—�__I_.— �. r. n .. n •n w . •1• . w n ', n ` .'v.., . w .' • '• !, N. • • �. I .' :. • ..•• • n !.' . -• n _' - n Y • 4 a n." ' p -•t '1-ti--I -Y-f-t-I-+. tv I-I-t-.-f-I 1 t � �-t-'-I - n I-4-W -/--1-I I- ♦ ^ -I-t-Its-rf-1�- l2 N!" 12 �y r W a 1 - ) W •t - t--I-r-t-1- /- -� } NOTE- "EXISTING TOPOGRAPHY --_._. N REMOVE EXISTING HYD. SEE DETAIL B' A-55Y I • - ._. _. 1 rr 1. j I INSTALL'NEW ._., I. _�HYQ _AS5Y 2 1 ? , ,• 1 4TH ST HE ARE TO BE' REPLACED (FROM NEW 12" LINE TO"METERS) EXCEPT,,TNE - i ?_"SERVICE AT STA 12 * 90. _ _:_ CONTRACTOR SHALL EXCAVATE AND EX- - _ POSE' EXISTING WATERLINES —AND' DE- TERMINE -FITTINGS '"REQUIRED -TO " MAKE'CONNECTION TO NEW 12" MAIN,_ _ CONNECTION -SHALL NOT BE MADE WITHOUT:.. APPROVAL OP THE ENGINEER; ,F,7 7 J01 . IREPLACE EXISTING 12"; SAN 'SEVJER 'FOR ! I 4 I /�-. I 10' EACH SIDE OF WTR MAIN WITH - IZ" I o -aI INSTALL NEW FLx MJ CAST-IRON USING APPROVED TRANS A" VALVE ITION FITTINGS TO CONNECT_ TO EX- l' ISTING SEWER. _ - : DETAIL Q a • INSTALL -NEW HY D ' ASSV °' j - t STA 10+30 29' N i ; I �I INSTALL 2 G ARD POSTS FURNISHED _ BY CITY I i I STA 8+61 . - -) 74 �4 _ 374 , -- -- . i - \t� LIZ - �� _ �,__,i7-5 I g ST �;W�l 10 p - lz;��;; 710�_ - / I I ? . \I ---- - - -- 1 - _ _ _ _ . L�rREI✓1GVE EXISTING, `,, V4 =- �/4" ;O _ -- y,Q, IrdSTALL NEW HYD ASSY •x; I r ; ; / SAME LOCATION) L x; ' SEE DETAIL ��/ 'j � t U) I, �1 I FL x MJ 4"_VALVE.--- 12" ... . ' T 16 T 16 W - S IT i ,t I I I � I !, _ ----- A ! I f ' f �— ... - i I# • r 1 .� g�4 _ , _/1" j 71 i I I 13� . DELETE L --__---- I �H�� 7 2 8 , a, ,n REMOVE _ h' �,1 �.n.o. I ' PLUG .,BLOCK - - I ➢ I '. ; 1 `I t -STA: 9+80 -4�•WTR LINE I ' „ , rl.., I "..i rI " TEE • ABANDON' EXISTING 4" LINE•AFTER SERVICE HAVE BEEN CONNECTED TO,NEW 12" LINE w w , WATER ;METERS ARE TO BE RELOCATED' BACK Z � r 'OF NEW'SIDEWALKS, EXCEPT IN AREAS WHERE I- " I Z BULKHEADS ARE TO BE CONSTRUCTED, IN THESE AREAS' METERS ARE .TO BE.RELOCATED-IN THE .� H SIDEWALK ADJOINING THE BACK OF CURB. _ V) CASTARON METER BOXES ARE TO BE. FURNISHED 0 �;, -.� INSTALLED IN SIDEWALKS. w ,. � �.' .• 4th ST. N. ' E. 1 � ,, lzlllgq� lv . WS-WASH-98 -._ 1_, I I - ; DAT�•NO. I REVISION I BY CITY OF "AUBURN AUBURN WASHINGTON STREET IMP. NO..115 U.A.B. PROJECT 8-1105(8) 4th ' ST• N: E ' WATER MAIN A U B U R N WAY N. to "M" S T. N. E. DESIGNED R.L.H. APPROVED ( SHEE7 DRAWN G. A.O. SCALE HORIZ. 1;.= 5.9 I 6 / VERT. _ I __ 5 X 8 CHECKED nn. 6rkpRr,„uy DATE JUNE 24, 1970 70 ST R 2--" _ . SH - 6 - �s� 1 ...WwEq� . 'i o ji l r V:T { ; , : , r I ( r O- --- - - -- - -_} . - - -- -- -- - _ W r , i ; 1 1 , J t _ , }. I • - Z - _ -- : I � to 1 71 - 1 0 - - _ _i • I t t t - N f io a _ t I . - _ --t 7. _,, ..w.,.. -7 ,, - - µ - v , t-_- - -► + O. O 2 6 3 7 _.f__. -+.. - - .:.r - -r :- .... j... _ — _ , t _ { I - --r- JJ t --- - - - --- --. - - — - �__ i — - — --- - I 1 i } { t i — f - - - — - —1. } T t ! I 1_ - - -_ - ! l t - t ol - _ _ i t .. ff } �. }---- ' i , i — f 1 } - I _ -- - t ij + -1- - I _ 1 _ 11+00 12+00 13+00 14+00 - 15+00 16+00 17+00 18+00 -19+00 -20+00 _ 21+00 - 22+00 - _, tw 1 0 _ 2" WATER SERVICE. DO NOT :REPLACE. - CONNECT, TO NEW 12" MAIN -- 12 - x I Z'x 6x a7 MJ CROSS CONNECT EXISTING 6" T LINE TO NEW 12" LINE, - - In; USE EXISTING 6" VALVES W a= Sf - . ••�� e' �e�w ew ABANDON 2" LINE, IUSTALL HYDRANT RELOCATE METER A55EMBLY ON EX15T 6 STUB I 1 W • Z H INSTALL NEW I" SVC = END IN I" CURB COC 3 dl I I � . _ _ �'4 ��" w - SS 12" O _ St Int— •'ram_ � �-n .e . w - - • •w 1 - n TH R U , TO P Z"O F ST. 4th ST. N. E. ABANDON- EXISTING 6 LINE -AF- TER SERVICES . HAVE BEEN CON- NECTED TO NEW 12" LINE Ld Z 2' X 12-x 4'._ M J :: T E E j_2z_�� CONNECT EXISTING 4" LINE TO NEW 12" E LIN,UE SEXISTING 4" VALVE 12% 12'x 4'' -MJ TEE CONNECT EXI3TING.4" LINE TO NEW 12" LINE, USE NEW 4" ° VALVE REMOVE EXISTING, INSTALL NEW -- HYD ASSY STA 21 +26 23' O" N 0 - IT cn PIT_F- __�_Z7-71 I t G.A.O. h ; 'uj u) M + I .'_aEN H. Se •. WS—WASH-98 PNO. REVISION BYITY OF AUBURN UBURN WASHINGTON STREET IMP. NO. 115 U.A.B. PROJECT 8-1105 (8) 4th - ST. N. E. WATER MAIN AUBURN WAY N. to "M" ST. N. E. DESIGNED R._L. H. APPROVED - SHEET DRAWN G. A. O. SCALE HOfiIVERT? = 5Q, 7/ CHECKED M-5E+.eRtajt, DATE JUNE 24, 1970 /S 70 ST. jo 1 1 , I : : : - i , s I i , - � j: r . 75 _ _ _ _ __ _ - j , t - i — r I + O• 7 0•, - -• ..».....�.,�rr�..,�_R.--��ss.Fs�r�ass�rsce�a�str�- - --- _ -_ :.. t __ 70-_,. _�_-. __s PPROX `LOC O LINE- -E -. :. . t I „ i NT R }} — -—- — — -- —t APPRO L _ — _ X OC__6 SANITARY SE - --- _. W ER - - - - -- - - - - - - , 4 - , - - , - r - j-- ---- - -- _ 1 - --- -- -- i--- - - ----- i-... r _. _ �=VEEP, __------------- r 4 i. AP P _ _ - - -- - - I - 1- --t - _ i t +A I TOX LO c C T_ SAN ARY 7=7S W R , } i i- -- } - ---- -- - -- --1=_ --- - _�-- -- - -- - - --------------- I t ( - , - } -- -r +L. J 23+00 24+00 2 + ....... _ 5 00 26+00 27+00 Z6+00 29+00 30+00 31+00 3E400 W Z H U) ]G 12„ MJ CROSS _ —SET CROSS —IN LINE WITH- -EXISTING 6"—GOING SOUTH. , STA-25+00 23'`9" Nv 4th ST. N: E. TYPICAL �,14' Er, l"'LONG' SERVICF-5- REMOVE EXISTING, ABANDON EXISTING 4" LINE AFTER SERVICES HAVE BEEN CONNECTED TO NEW 12" LINE 0 /G "TAPPING TEE. 6"FL 'VALVE_. 6 Y la" FL x Mi LIE•B• REDUCER `•THRUST BLOCK _ DETAIL 'C' r� s SEE DETAIL 'C'- :pQRE H.fC,pa` W S-.WASH-s8_ 1 LT DATE I NO. j REVISION I BY CITY of AUBURN AUBURN WASHINGTr, STREET IMP. NO. 115 U.A.B. PROJECT 8-1105(8) 4th ST. N.E. WATER MAIN AUBURN WAY N. to "M" ST. N. E. DESIGNED R. L. H. APPROVED % SHEET DRA'A .� G. A. O. , SCALE HORIZ. 1;; = 59" 8 VERT. _ r = 5 1 / 8 CHECKED M. SErgknr,OS DATE JUNE 24, 1970 70 ST427MV .Sy-8 _2 s. sl_-.a.