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HomeMy WebLinkAboutD-286203v c .A C v E c u u r u ;o 0 ,c .3 c u U t 0 0 E t- C u t 0 c v 0 C v u `v u r D 3 v; u Q v t U c v O N I U u V c 0 v °u 0 L. a c •A O v t 0 1 T I. PUGET SOUND ENERGY OVERHEAD POWER LINES TO REMAIN, COORDINATE ELEVATION OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY, N NO OUTAGES SHALL BE PERMITTED FOR TRANSMISSION LINES. CONTACT: GARY MUELLER (206) 521 -5218 2. TEMPORARY OUTkGES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE EP.;E (-)F WATER PERMITTED WITH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY. E[►�,E -)F WATER CONTACT: BRIAN SWART ( 253) 395 -6839 3. FOR CITY OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45. i r% 4.' FOR WATER LINE RELOCATION, SEE DRAWINGS C46 -C48. /,5, ,BURIED POWER, TELECOMMUNICATIONS, AND GAS RELOCATION BY OTHERS. 'CONTACTS: POWER; PUGET SOUND ENERGY, BRIAN SWART (253)395 -6839 TELEPHONE; QWEST COMMUNICATIONS, DENNIS LIBADIA (206)345 -4484 FIBER OPTICS; MCI- WORLDCOM (REPRESENTING SPRINT, BSNF, ATT, MCI AND WORLDCOM FOR JOINT RELOCATION PROJECT), MICHAEL FULMER (253)872 -4005. LEVEL 3 COMMUNICATIONS, j ' ! JERRY STORY (970)209 -44 el GAS; PUGET SOUND ENERGY, RANDY BUSCH (425 224 -21HIGH PRESSURE FUEL; BP (OLYMPIC PIPELI AND E PO (425)235 -7746 j 6. ALL 12" UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED POLYETHYLENE (PE) WITH SMOOTH INNER WALL. ALL 6 UNDERDRAIN PIPE SHALL BE CMP. i A i� 7. EXCEPT FOR UNDERDRAINS AND DETAIL ON C33, ALL DRAINAGE AND UTILITY TRENCHES INTO CDSM SHALL BE BACKFILL WITH CDF TO ORIGINAL LIMITS OF CDSM, F.0R b --SEA PROF US ON DRAWINGS C34 TO C36. ulF= - --+- - -- F -- ,. - - --- P - --- -- G G C N -- W w 0 - — W - - — W - -- - W W W W 23 +00 A - IINF 24 +00 N M U W (31 s s - -- s s - V _--- G W T T T - T -- z ®iv Z V F_ Q i" P __ - r- D I BL..IC WC>1R11<S DEI-'''r. o : _ = "; s� — ENGINEERING— STREETS — WATER — SEWER -- PARKS— BUILDING— s _ � 1908 iawl Sowed on OW No!* 1e 2= al al a" oy era, Fie Nome. v LlOX Nom+ ICAW 10*fs Ic -.UarV Sc** & REQUIRED CDF BACKFILL ZONES GRAVEL BACKFILL FOR DRAIN TOP OF CURB /SIDEWALK GUTTER FLOWLINE CB STATION LEFT RIGHT CDF BACKFILL ZONES REQUIRED MD 2/20/01 ZONE 1 ZONE 2 ZONE 3 ZONE 4 14+11 LEFT RIGHT X X X X X X X 15+70 LEFT X RIGHT X 18 +07 LEFT X RIGHT X 19+51 LEFT X X X X RIGHT X X X OD 28203 fWd bk no CONSULTANTS BERGER/AB" E Y 3' h_: a N ;, ZONE 2: BACKFILL CATCH BASIN EXCAVATION WITH CDF U P TO PREFABRICATED DRAINAGE MATERIAL ZONE 1: BACKFILL TRENCH AND CATCH BASIN EXCAVATIONS WITH CDF UP TO 0.1' BELOW PIPE PERFORATIONS ' 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 TYPICAL TRENCH SCALE: N.T.S. z Q W CL Q PLAN N.T.S W WZ(n --j _J V) W Q W �aW LL. zW -° O O � W Z F— Z ._i to V) Z rA'*s\SECT10N Is I �-,- J_ N.T.S )NC. SLAB J <FILL TRENCH PREFABRICATE DRAINAGE MATERIAL STRUCTUAL CONC. SLAB ZONE 3: BACKFILL FULL DEPTH OF TRENCH WITH CDF �-- GRAVEL BACKFILL 0.1' BELOW PIPE FOR DRAIN PERFORATIONS NOTE: CONTRACTOR SHALL CONSTRUCT FORMS AS NECESSARY TO PREVENT CDF FROM EXCEEDING LIMITS SHOWN. CDF BACKFILL FOR UNDERDRAIN TRENCH AT LIMIT OF STRUCTURAL SLAB, DRAINAGE AND UTILITY PLAN SHEET 2 __mmm� SOUTH 180th STREET GRADE SEPARATION ROLL 0.q1 F R 121 20 0 20 40 scale feet R *Az; RECORD COPY ADDENDUM NO. 3 no I date revisions C33 ____ -1 H IN O U shoot 35 of 144 job no A00084 — . scale -- 1"m20' date 20— Fob -2001 '--:5'tl4f.--.Z , ?— S 0 C a c z w ' Z M 1 h C C- 4 4 by I date designed MD 2/20/01 drawn BJA 2/20 /01 checked GLP 2/20/01 pro j eng CCW 2/20 /01 proj dir GLP 2/20/01 fWd bk no CONSULTANTS BERGER/AB" E Y 3' h_: a N ;, ZONE 2: BACKFILL CATCH BASIN EXCAVATION WITH CDF U P TO PREFABRICATED DRAINAGE MATERIAL ZONE 1: BACKFILL TRENCH AND CATCH BASIN EXCAVATIONS WITH CDF UP TO 0.1' BELOW PIPE PERFORATIONS ' 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 TYPICAL TRENCH SCALE: N.T.S. z Q W CL Q PLAN N.T.S W WZ(n --j _J V) W Q W �aW LL. zW -° O O � W Z F— Z ._i to V) Z rA'*s\SECT10N Is I �-,- J_ N.T.S )NC. SLAB J <FILL TRENCH PREFABRICATE DRAINAGE MATERIAL STRUCTUAL CONC. SLAB ZONE 3: BACKFILL FULL DEPTH OF TRENCH WITH CDF �-- GRAVEL BACKFILL 0.1' BELOW PIPE FOR DRAIN PERFORATIONS NOTE: CONTRACTOR SHALL CONSTRUCT FORMS AS NECESSARY TO PREVENT CDF FROM EXCEEDING LIMITS SHOWN. CDF BACKFILL FOR UNDERDRAIN TRENCH AT LIMIT OF STRUCTURAL SLAB, DRAINAGE AND UTILITY PLAN SHEET 2 __mmm� SOUTH 180th STREET GRADE SEPARATION ROLL 0.q1 F R 121 20 0 20 40 scale feet R *Az; RECORD COPY ADDENDUM NO. 3 no I date revisions C33 ____ -1 H IN O U shoot 35 of 144 job no A00084 — . scale -- 1"m20' date 20— Fob -2001 '--:5'tl4f.--.Z , ?— S 0 C a c z w ' Z M 1 h C C- 4 4