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HomeMy WebLinkAbout67S316a �s dC4 m l ( 1 Q La W { — - < ! A W t/' a Q $ Q • tw v, i � — — --- i— U ttt j s SCALE 1'- 50' STA. a-23 CRACK /A' T © SELL FUT .GAY TtTt % n °D O O ON AND COMPLC Te�Y � T t O O G} � >� ~ --- --- - vy 1 ��•�(: YG a PLUG t''YP1;.A►.'r i+V - --- - --- — r --- - -- - d- STu$ t PLUG TO JRTH j SOUTH a _ ,� I EX -EN:' SEWIER T. 7 10111 30 .:.-e-+►a.nas:. -. . •a...-sea+..acv. wr:•ze--rm. _. �'.:. ( •STv6f PLUG-0 EAST I ( J' 75 C 7. NO Q0 ic N a 3 �Q ✓3 r 107 L i r C552 �IC� �S ! 3 --. I $O I - .. `QJ -._.. + _ _. _ --_-__�_- _-__. _.ter. •— - S" BTUs 4 Pll'GTON TH-- - - O �, -- SrJL j PL *T0 NORTH 4 SOUTri '!'BTUs f QL`Jif+ T•;7 EAST IF- E ! C. -- � v L C //�� ^ 1 2 7 t- -- T' r i ';' �- � (Tj V i 1 .�. Z. . � i Q--_----- 1 ° 8 L Z I ' I .did 1 b � �� 9�_ -1 t _—.-__—_-.--�__- 1 ^, D. !' - II j (j N !. Fc m �' �n o O� �� ?` ; o + t 1 N N ` , Ci N J f" to . SIpE SEWER E PLV6 To PR�E�tZY G I N ri E 1 I F- r.. J oHty Sevv! K --� ST -- + ~ REPAIR EXISTING PAVE- �i; ATCN13�►�.•N IJ:F s"+sT Q LINE ;TYPICs►1 ?.ALTERNATE $I ITEM;V: ! C1 C? I C1 , y a- j1 f IUENT WITH Zo OF Sle- MINUS CRUSHED ROCK WATER cKS�- i(j3 AND L' CLAWS' A P14ALT CONCRETE PANJE- �` v.:R11Eo GAkTE vA► VE Crp_ Wvr.QA'4T j ! ivtCNT. A5P&IALT C0N%ZAE T E ri.`JiNG �;- ALI s? Z. } 29th ST. E. F MATCH FX I S i ING SURFACE ANO SHALL 3c 'US 1111E j i UTILITY P- 1_E 1, S. i v+ CONSTRUCTED IN AC`OROANCZE WIT�4 �.\ •-E-eR Q:Dtt 9 ( SECT!ON 34 .^F THE STANDARD SPEC.- i i {-...- ------ --- - I F ICATI ONS. I i 1 j ?-.PIPE MEASUREMENT tt~ALL EE =RCM ZENTER J CENTER OF MANHOLES AND SHALL t; E TAKEN TO THE NEAREST ONE —TENTH (0.1)al 1 �� ;' OF A FOOT. � — o Q ., EXIST GRADETOP ELEV oP ELEb. 1 33 �= - 1_ vta4'c%A IjS / T�- ? TJPELSv 1 �2 9'- ------ --------- -- - ------------- - -TOP ELE4 '3� ------ ----- ---- -- •--- i EXISTGReADE „0 0 �-T UP E-Ev 1-3o 3t' --------- - - --- ---- •-------- - --- 110. 110 I4S v 120 1 is V. E LEV 110.0 3 i 1141 ELEV 12.1.14 I9T" S_: S.E. gist IC- Sam, Sewer I I S 1 nv. Elcv.1 I UX ► ID Woo Z+Go f c•oO TOP ELEV. 134.0 I-J EXIST I GRACE t -- -- ----• - _ TOP ELEV. I'U2.5•- 150 w 1 s • e.oe4 I 1Kv.Et,�v Iz�-� i hull ELSY. i2&M I + 14O A R ST. SE. Il.. (111'1C44C3,�11 `'I•!'t 1 iJi.lrlr (r,,(rl „ 31 41 6! MICRO 132 S Spokane street 1)A I A 1 ! CH'P Co!I ?06 -c7,10 9ri8p ,, Seattle, No 5111ngf Qfl I.,4 , MA 3 - 91 1t1 E!1 211 lit r It 16 Is it, 9 is f1 C It m3I:7rYi7■ S=ca 9'c'n i-IrA*V. ELEV 11.201. 10•uo NOTES CCONTINUED` A LOCATIONS OF Wall: WYES ARE APPPDXIMATE AS SHOWN. EXACT LOCATIONS TO BE DETERWINEO AT THE TIME OF CONSTRUCTION. Vv` S TO RE PLJ4GED ewG1,tj Mo.rr HtT-t"m-1v-MTE 0t kJ 1 IY..-:.Y-u.w��1<, �.... Ian w►A••!'�•.. Iv r'RVrGt�Lr LINE IS NOT AWARDER 4. DATUM CITY OF 'ak BUPN SM."40. * 4a" P,T RUN GRAVEL WIAERE REQUIRED 13V CITY ENGINUIP. AS BUILT OAj( NOV b,b/ 1� i ItEYt iiyN _ _ fA Zink *91r__ CATE w. CITY AUBURN OF AUBURN WASHINGTO)N LID 181 2 9T" 'R' ST SE. SLT S.E. ' M- R• SE. 29n' —2.8m LPL. S.E. CESIGNED A?PIIOVED .its $MEET / OpANillf� SCALE 1 : SO' CMECK>E0 t i OAT E J AN. 12. f 1rr? 47 5316, S#- 0 t_ r 12',C.t fj 12O d �X EXIST GRADE R S T S E. 14 too 15+oo Il,+oo s 4- -9 INV. ELEY• 124.71 o TAK E N TO .THE,NEiAREST ONE -TENTH C0.0 + -OF -A .. a T. EXIST GRADE--, 4 B'STUB E PLUG ro EAST N LEGEND b cn EXIST. T1-11S CONTRACT I SAN. SEWER_ ss 13 SS-= F--- MANHOLE —---�--� -r7 STORM S EWE R CT e- CATCH (3ASIN INLET m+sr WATER LINE —Im" W DURIED GATE VALVE _�-- FIRE HYDRANT R UTILITY POLE -�}- I GAS LINE G METER BOX U O 't t TOP EL 1, 54 EV} ' la- N+oo 12+00 13t0o tI5 NOTES (CONTINUED) 3, LOCATIONS OF $"x!o" WYES ARE APPROXIMATE AS SHOWN. EXACT LOCATIONS TO BE DETERMINED AT THE. TI ME OF.'CONSTRUCT ION. WYES TO gE PLUGGED_ . IF ALTERNATE BID ITEM FOR b" SEWER TO. PROPERLY LINE IS NOT AWARDED' 4. DATUM — CITY OF AUBURN. 61\A'040. �" RIT RUN GRAVEL WHERE REQUIRED BY CITY ENGINEER. ►,►' BRICK was �,o = AS BUILT j DATE Nov. 6, 67 ��.Af�,�,En�� ,�`I►II I i 1 i Il I .i 1 .5.3/(. Sly-i .� ...� r ' I— I D 18' 1 - O -fei s7 . sr' v s7A • 6 t . �a.2 DATE NO. REVISION BY CITY AUBURN OF AUBURN WASHINGTON LID 181 Z 9T4 R ST S. E. S.T S. E. % M'= R* S E. 2.(I/T-H 2-81H PL. S. E. DESIGNED APPROVED .GJ SHEET DRAWNT��isar SCALE 11.50' CHECKED DATE JAN.12,Ic)67