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HomeMy WebLinkAboutTED4001330.3V0 4- T-- > % IN FS, > fy b- 00 1 0 U w 13 L 1,- '4 90 (t RC -)AP-) FINISH (4 Ljj G R Alt) I- > � F OL -4 7'5 BOTT F�'EIDESTRiAN BRIDGE P- EXISTING GRADE It R C>A D \,I,&,Y I- L F-\,/, S S. 9 lip 4 :z D, 3 a + aQ +1 -j -w kA I Lj -j- a>< -7 Ljj to ti "d--Jw � -:3: < + I< L n T- Q0 Q) \D + (y) + -j L IL1II LL, F- 0) C-4 2- FINISH GRAPE 1.05 1-- S70RMSEWER 181 L.F. 1. E. 12 " 72 C),Z) I - E. 12 " To. 00-i E I.E. is" (09.50 0-00 2.+00 3-0-00 4 - 0 0 ROAD AND 5TORM DRAIN PROFILE SOUTH SIDE NEW ADDITION SCALE: HORIZONTAL I'l =30 1 VERTICAL Iff =so fV,`f-M(:::)VF- FX,15T, EXTRUDED FINISH CRAPE PER CURS AKJD IQ -STALL Gf;ZAPIN4 FLAN MOKJOI-ITHIC C-UR-5 AND SIPF-VVAI-K NEW LOWC, ,SIDEWALK /7 �-' % FILT- F-f;Z SEE F-xisT Gf;,AD 2 AS !�iFEC.�IFIIFD C - - i1c-1- T'0F'C>F E.M-51. it PfKFCgAI-5P jC uRe. NEW CONC. 51DEWAL-K luNI�.I�.� �Al N — — — -- _ -2"THICKNESS ASPHALT COLIC. PAV'T. EXCEPT AS NOTED BELOW Y�' P, 77 7 (-2) 16, 0 iJ 4 5 46 VARIES 1'-0" TO 2:-9" -*4- C-OWT. RETAINING WA L L -TOPSOIL. TOP ELEV ROOF DECK 91.8B -- \ - I - ---- WPKOOFIW(a - L�> BASE COURSE DCWEErl- SEE AKCH1ITF=CTUKAL ATER 1A DEFTH AS BEDDED iN ROOF - REQUIRED PECK, -51FE 5-rf<UCTUKAL- PW65. CRUSHED SUKFAC-)NG -TOP COURSE, +"-I HIC KNE55 TYPICAL,, 2'NIN. AS NOTED BELOW. CAST- IN --PLACE SECTION -4 ca:) CURB OVER _I c_ NOT TO SCALE 3 AMBULANCE GARAGE NOTE: IN AREXa OVER AMBULANCE GARAGE WHERE DISTANCE. BET\X/EEm TOP OF DECK AND ASPHALT FIN15H GRADE IS LESS THAN 4 INCHES, DELETE CRUSHED SURFACING TOF COURSE AND INSTALL EXTRA DEPTH OF' ASPHAL7 CONCRETE - C-0 M RACT 5 P F 11, 1- MK'j-rKIAL- --sELI-ioQ F-FI`\A0\1F- EXIST E:XTRUbEr,> C-Uf�-'B E:/6,4MATE 1-0 TH15 L I N F A W p 6 0 M RA',�-T 51-It5Gf�ADF SURFACE TREATMENT PER LANDSCAPING SPECIFICATIONS EXIST, GRADE TIR t�:-R:54LQM61 611;Tpum, FILTER GRAVEL 4VI AS .S FECIFIEID '-6' MIN. 4" PERFORATED UNDERDRAIN SECTION MOT TO SCALE C-z 1 e-4 C&:)NCFETE PEC-k T E. 9.42. 5: 1 BA'TI-ER -\ / FIN15H GRADE I.E. IS" G6-20 I- Y.,T R U D E D CEMENT C41111,4CRETE CURS 5EE PE1-,AIL <'-, �)W6. C-4 ----------- e--c>mr-xcrF-r-> E�AsE DEr-"TH V,&%RiES L 4" -rHI6KWEe--S e-'c:4-1PACTF-D eRU5.HEr,:> A Caem r< E ez,&,-r E: -rC., r-- C U R. I - .SECTION "OT TO SCALE SQUARE CUT EmSTING ASPHALT VAR IAIBLE NEW EXTRUDED CURS 8" MIN. THICKNESS OF QUAR,?,'-K SPALLS ti BOTTOM COURSE SEE TABLE roK sizE S L.F. 18 It '5 = D. 02- 50 FT/FT ap-TION - 75 wm � I E 18" (,5.9 -+- MATCH CRO\X/H EXISTING 21' I.E. (,&.10 SURF'614E -rKF-xfmI5NT FEK (-ANDSCAFF, -SPECI FIcA'rIe*4S FINISH GRADE 0- 31 Z E OF BOTTOM ROCK COURSE HEIGHT OFI BOTTOM 1\>,IElr.HT `LEAST WALL COURSE (POUNDS) 'DIMENSION '<INC. HES) -MAN 9(06* e4747 - 1200 jolt /ON ROCK RETAINING WALL NOT TO SCALE FAI INLET .5TD. TYPE IT-C CATCH BASIN PER APWA 5TD, PLAN NO, -55 Fzl� Imi5re'4f-wr-y OVERFLOW A -R15ff-R TO MATCH TES OUTLET _ OUTLET F>I[P'E TYFPF- .CIT\( OF RENTON STD. OIL SEPARATOR NOT- 70 SCALE I %%%A QZ% .. R I ru SKILLING, HELLE, CHRISTIANSEN, ROBERTS01' -INC..,� Structural and Civil Engineers I. 1215 Fourth Avenue, Suite 2200 4 Seattle, Washington 98161 (206) 292-1200 ii I ALMETER FINLEY ARCHITECTS 701 WE N H ROAD - RALO ALTO. CALFORA ROAD STORM DRAIN PROFILE AND SITE SECT101'\1,E5 DETAILS I SCALE: AS QOrED DATE: a -12-80 BY: DRAWN rKH PROJECT NO.: NO. REVISION DATE I CONSULTANT PR OJECT SHEET TITLE --