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HomeMy WebLinkAboutS-071825r. i =Mao a.a 011 CFA15 20 113 N, FAI RCP 7 °29 �,- - - -- -- - -T J Y _ t!I Ic zld IVAF- 8 COAX.. &EdA7lV6 FOR plAE AS /?6Q 1,0 4&F- SE-cTIO)V 20 CONr20C P / CHAAVNSL i r rX.2.003.2i F r-T -77 r 1 �1 I L �' �_ _.1 00 . r11 i HALO G OFNST.ApUCTL/RE 1 / )VV, 94. /9 ± I - SEE ZING S FOR D/w1EN610MS A MO rES PLAN SCALE: I "= 20' 0 'A A7"Ar - 0ZP�?OPOS'ED FL DOD V TRO L P -1 CHA Al ti/EL (,BY 071-lE)QS) to" �a' lllliiiii IN III �� low /A/V. 9 4. /S'- SEE DWG 5 " FO/? D/ME FIOMS $ A/OrES �smF stagy DETERM /NED _ icy CON r ?ACToof -�'ERlIC�f[- Ti��ft 5[IPI-701?7 S YSrEAf 45 wh:cE S S4Ry SECTION FOR EXISI*ING 108-INCH RCP REMAINING IN PLACE NO SCALE ;g Y CONTRACTOR ��3,4GKF /L L CL Zr ITJVIn Vii? . ci0''SriTrf1rJ7r_ YlliiiT"L'ait�S� GIEJVT ;w I 2'tiffijl' EL IDO N 41 Ar .j • • . 7 7 . _ : • : CLOISS u 'A "r /,4L " YpE M ;B,oCKF /L L EE SPEC, TYPICAL SECTION LOW HEAD CONDUIT NO SCALE - b�MIA c GROUND ;f.�i4CtCF [ L iCL AI SS ,r 000000001I W14r, BACKF /LL _CLASS pI �ilOArCl7E7E 1EDD /NG "TYPE B G1ZOLfivo bQEMoI/E PRIOR 70 ;BACKF /L L •SEE DWG 5 $ACKf /LL ,SEE ON'G, S IES: AREA RESTORATION _ 1. CONSTRUCTION AREA SHALL BE ETM SHED TO uN`FuR AS NEARLY AS POSSIBLE TO THE GENERAL ELEVATION AND CONTOUR OF THE LAND PRIOR TO COMMENCEMENT OF WORK, OR PIPE AS RE4 0 2* CONTRACTOR SHALL RETAIN SUFFICIENT TOP SOIL FROM INITIAL `SE,E 5EC770Al EXCAVATION TO PROV I DE A COMPACTED SEED BED NOT LESS THAN 9- INCHES THICK OVER -DISTURBED AREAS. FOLLOWING INITIAL COMPACTION THE UPPER ONE -TO -TWO INCHES OF TOP SOIL SHALL - - - -- / /2o BE PULVERIZED AND DRESSED TO PROVI DE AN EVEN AND SMOOTH SEED BED. 3. ALL DISTURBED AREAS SHALL BE RESEEDED WITH GRASS SEED. SEED SHALL BE BLUE TAG CERTIFIED OF THE LATEST CROP AND /t0 SUPPLIED IN THE FOLLOWING MIX BYWEIGHT PERCENTAGES: 17 PERENNIAL RYE GRASS 259 " - -- ANNUAL RYE GRASS 259 - - - ORCHARD GRASS ( VAR. AKAROA) 509 I Ft� GENERAL - = 1. MATERIAL FROM EXCAVATION SHALL NOT BE STOCKPILED OVER -a OR W ITH IN 15 FEET OF THE EXISTING 108 -INCH INTERCEPTOR OR .jL F. wi - - -o BETWEEN THE INTERCEPTOR ALIGNMENT AND THE BURLINGTON of of W4syy�� NORTHERN RAILROAD TRESTLE. PROFILE 010, Elk �� w AS F CAS T E SCALE: HORrZONTAL 1 =10 , VERTICAL I = 10 ss �� lCF922DATE MARCH 1972 ZONAL E� DESIGNED JSS METROPOLITAN ENGINEERS MUNI C ITY 0 METROPOLITAN SEATTLE M2jOW MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER �O FILE RENT 0 N P 4 DRAWN BROWN AND CALDWELL CAREY AND KRAMER ti SCALE LOW H EA Q FACILITY SHEET NUMBER ass HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBM �` RECOMM 4PPROVED APPROVED APPROVED AS NOTED JUNE 1971 SYSTEM PLAN AND PROFILE 4 9 CHECKED s�q Engineer - A1i tropoliton Engineers Proje ngineer - Me opolilon Engineers Chief Enginee - Metropoliton Engineers For Met opoliton Engineers For Municipality of Metropolitan Seattle DATE OF