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HomeMy WebLinkAbout69S333IC . s� v 9C N Cam,. , t O A Q41, O rf Z � 1 APPRO K. f WAVR LIME APPROX OFPTH STORM SEwfR J J COh/TRACTOR T�� CHECK WITH TELEPHONE CO 014 �O +.LT STF k 440 A5PH.PEET--• AS TO EXhGT LC CATION' OF Un+eERGR©:/tau CAEGf TC t^.�,— 1c) � n: 1 V a o � I ' 30• I ' 130 17 ? /17 13 ` i < I i i B.• CLAS S '*B" ASPHALT COi4C1?4fTE1 � -- G 1i MAVUs C Xil::iic a ,5 vhiE I C1✓R8 6� TER -- 6• BANK RUN 6Rf Zdi_ 1 STREET 1 SA ;i 7XISTa MH--j Q M H�1 i 6 "SIDE SEWER5 (TYP �''�<< (Pc UGGED) s if - n .. -.... , -. .., .. ,.. .. . .....•I;j, •-4.11+•,' q>+,1i✓r. r..1r•^.1 ..4'+•VF°91a..�.p1..ay.. a... r',iL- w :4_r .. , a^A.n:+l."..-: AY. i II'�y,,ai�i .', I1,'III,11''I'r'f •I•�111 i.' '. ,1'17I �'�,' '' `•s��l�l�l'. �.; I'I, t�•l1�1�11111I . J sIN-RO - DA 1 A - I I CH 132 S. Spokane Street Seattle, Kosh+nyron 981?4 Cell ?Ge , MA ? 5,140 slit17 �1 clt ?it I,& at �6 3s c • is l► Ic It 111131IMLIa li{IIi�1111'.�ii I��lil', iI1�In�lll;l 11r 1. i ' 1 I• II I �.. ` f�l , � I�11, I. I 1 ;i •II11 t� ' I (� Y r r A LrXIST SANI rARY SEW=. R B 5 9 W100,-TEP Aii'!N e VAL. VE -6 W ---- A P;sALT DRIVE-,Aliti GRAVEL 091 vEWAY CATCH 8145IN -- 8 — STORM SEWER ST TELEPHONE _T L'Tlt %T / PGLE I GUY WIRE -Z- WA TER M L T t R BOA ,•a----- GA5 LlhE �- G N Ar 'A, 8, , —SS r� I4Ats; � / CI 6 /00 ;r. 3G SUMMARY of WORK /. FURNISH A.NL^ i/VST.4:- _ 8" cAN -AI2y jE.VEP, MANNG L t: S, A.'1i iJ 6" r: i E Sf WEI?E. GENERAL NOTES I. THE, vNGERGJ?0 UND TELL #PH,C1._ _7 ram 7H:�5 Ldi& PRICK' 70 5"r xv ✓ 3 Y ✓ .Q..: ti F- XCAVATION -ND BACK F0 L , 2, ALL S<`REETS WITHIN '►•HE LIMiT5 OF THIS FPCO-EL' ARf A�PHALl CGA"-.W57` CoIyFORM;NG 70 STFEc 7 G!:C- c r£CTIC,'4' S.-40*N ON T}111 JRAW1:ti6. t Y s Le L Do E39 SAMITAfjY SEWER SCENIC DR. EAST of GINKGO ST. .0 y DEC. 3001969 ' A( 1 t I o� /00 95 90 P. C O I\1 TR A C.T O R T© CHECK WITH TELEPHONE CO. ]G � a E' X I S T. AJ H � o A 6 SIDE SEWERS (TYP eqC� (PL UGGED) a LOCATIOLu N a AS TO EXACT 30 / 7 i 10, ., P-" CLASS B'. ASPyALT CONCRETE TYPE r 2" l MINUS CRUSHED STONE CURB � GUTTER 6" BANK RUN GRAVEL I , STREET CROSS SECTION SCALE = fVGAIZ- SCENIC DRIVE 2 -+-00 -T+00 N 1 � NgRR�NGTON � IV a 33 F'Q (D 0 so 5 ti�� ¢- r u Ix. SANITARY SEWER MANHOLE WATER MAIN e VALVE ASPHALT DRIVEWAY GRAVEL DRIVEWAY CATCH SA SIN STORM SE WER TELEPHONE UTILITY POLE e GUY WIRE WATER METER BOX GA 5 LINE SUMMARY of WORK FURNISH A111D INSTALL 8" SANITAI?y SEWER MANHOLES)- AND 6" 51DE SEWERS. 2. RESTORE ALL SURFA C FS AND STRUCTURES TO THEIR ORICzINIIAL CONDITION. GENERAL NOTES I. THE l/NDERGROUND TELEPHONE CAI ---,LE CROSSING SCENIC DRIVF. AT APPROXIMATE STAT{CIV vTv=i SERVES THE FAA CONTRG!- CONTRACTOR SHALL REQUEST THE TELE• ' PHONE COMPAN'y 7-C, EYACTL_y LOCATE THIS LINE PRIOR TO EXCAVAT; ".:-N AND TO STAND BY DURING, EXCAVATION AnID BACK -FILL L. 2. ALL STREETS WITHIN THE LIMITS OF THIS PROJECT ARE ASPHALT CON: --FETE CONFORMING TO STREET CROSS SECTION SHOWN ON TH15 ORA�AJI!YCc. CITY OF AUBURN Al;,jRN r1/ASHIN(-3TOV F_I A.' L$ I. D. 239 SANITARY � SEWER s f. -I3-70 ,w SCENIC DR. EAST of GINKGO ST. LRAA%' G. A. 0. HORIZ. 1,', 5Q� VERT. 1 = 5 ' I.. - I��:C' �� � �� DEC. 30,�1969 ., r`� S333 59--1 LEGEND E-XIST NEW 8,8 S S --- S 5 ., �---- 6 WFZZ w: _-! o.v. , o r, T -Z--- 2 ❑ 0