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HomeMy WebLinkAboutD-286201u kr .F V C v C 0 v V V E c v V t v v -v > •3 C V 0 V ..0 0 E 0 L v O 0 0 a� v N .O L v c U W to kri CL L v L U C v 0 CnN ko 3 r 3 u V C v V v U_ .0 0 0 u O C t v E 3 .8 I. PUGET SOUND ENERGY OVERHEAD POWER LINES TO REMAIN, COORDINATE ELEVATION OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY. NO OUTAGES SHALL BE PERMITTED FOR TRANSMISSION LINES. CONTACT: GARY MUELLER (206) 521 -5218 2. TEMPORARY OUTAGES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE PERMITTED WITH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY. CONTACT: BRIAN SWART (253) 395 -6839 3. FOR CITY OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45. 4. FOR WATER LINE RELOCATION, SEE DRAWINGS C46 —C48, 36 DEEP NEW HYDRANT 4" CONDL 5. BURIED POWER, TELECOMMUNICATIONS, AND GAS RELOCATION BY OTHERS. CONTACTS: POWER; PUGET SOUND ENERGY, BRIAN SWART (253)395 -6839 j TELEPHONE; QWEST COMMUNICATIONS, DENNIS LIBADIA (206)345 -4484 6" DEEP FIBER OPTICS; MCI WORLDCOM (REPRESENTING SPRINT) B )ATT , MCI - T AT VAULT N W R COM FOR JOINT RELOCATION PR T , AND 0 LD ) MICHAEL FULMER (253)872 -4005. LEVEL 3 COMMUNICATIONS, JERRY STORY (970)209 -441 GAS; PUGET SOUND ENERGY, RANDY BUSCH 425)462 -3965 3 HIGH PRESSURE FUEL; BP (OLYMPIC PIPELI ND ESTREPO (425)235 — 7 6 6. ALL 12" UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED POLYETHYLENE (PE) WITH SMOOTH INNER WALL. ALL 6" UNDERDRAIN PIPE SHALL BE CMP. D z / 7. EXCEPT FOR UNDERDRAINS AND DETAIL ON C33, ALL DRAINAGE AND UTILITY 4ENCHES 0 INTO CDSM SHALL BE BACKFILL WITH CDF TO ORIGINAL LIMITS OF CDSM. w w 8. FOR # SEE PROFILES ON DRAWINGS C34 TO C36. 1 2 1� GAS CASING, SEE ►w 9. ALIGNMENT, GRADE AND LIMITS OF GAS AND ELECTRICAL C36 C36 CASINGS UNDER RAILROAD ARE APPROXIMATELY THE SAME AS WATER CASING. I 3s SEE SHEETS C46 AND C47 AND SPECIAL PROVISIONS FOR DETAILS. r ��-- - — U o 39" DEEP f - ---- -_ , T �� p ; HH - -- — F - - -- P _-F P - P r P - Np p _ . T WATER SEE DETAIL FO NEW ALIGNM Nf (SEE C46) F e �- r- p 1 MOED 15' w w W- - - -w w w w w VT —W ` C,�5 _rP— 1 -f F-- J ' r-. 7 s 1+00 s � S s 12+00 � - _ - ° G a G G G G- G G G G G� G_ G- G G G �- _p_ G_ - - —G — G - - D Q - — -- p - - -- p tt 1 FINAL VAULT CONFIGURATION I T j T z POWER ✓ SON Ln U I CL 0 I �n i Q —FOR SEWER AR SEE C45 % 0-1 WA Fm NO .�� is .. rA v 4 -G G G G G— —G I i .1 J CONSULTANTS I CCW 2/20 /01 =1 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003 -2600 E y `' " ` VOICE: (206)431 -2300 FAX: (206)431 -2250 drown Cl- 2/20/01 CL GLP 2/20/01 proj eng CCW 2/20 /01 I I> CL 0 i 4 � N CL C, i C) I � CL I = SEE NOTE 1 � 0 N I I J CONSULTANTS designed CCW 2/20 /01 =1 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003 -2600 E y `' " ` VOICE: (206)431 -2300 FAX: (206)431 -2250 drown Cl- 2/20/01 checked GLP 2/20/01 proj eng CCW 2/20 /01 proj dir I> 2/20 /01 Cl- I V, APPROX LOCATION 0 EXISTING A 1 LEVEL 3 COMMUNICATIONS —SS _ L. a_ FIBER OPTIC DEEP BORE. SEE 0 NOTE 5 FOR CONTACT TO 01BTA 3 AS— ILT INFORMATION. 30 "0 ELECTRICAL - ' INS ALL N o APPROX L IT OF ING 136"0 GAS C ING w SLEEVES FOR T I X � / - FUTURE, USE E R +WATER CASI G I IS 2' FPM WALL I_ R, SEE SHEETS SE C46 2 X46 & C47 S --- , P P T a. , , _ - R P �_ T ' i �— -G G w rK �_._. + BLOW All CO OFF / ~ (1) III N !UP7 - - -- - r r ___1 .t _ - # I M -- -p -_ P _ - - L {_ _� ►- U W w P _ I W , �- -- -- W - - w F- . W — 2 EA. LOTS ,SPARE ONDU#TS W 15+ 0 A —LINE �- II STUBBED 6UT & GAISF� W l _ J I , II 8 R i V) all I W G G tl Z - _a kn i J I w Q I _ Ile, 411 _ A5 3T l� N -' G G G G G G- a _ w - - p .. -- NEW PVC S �VE - 1 1/2 0 BY dT - - - - EXTRA UNDERDRAIN ALL PUGET SOUND -!V Y R I N IT G o E E G QQ D U S LONG _ N PEDESTRIAN GRID E EET oll oe o t L / 1 I� aua LO dk ' D itI I) J'"' WC�>YZI<S ICE T�L.TB L,I � o' ENGINEERING — STREETS — WATER— SEWER— PARKS— BUILDING— * ,1908 arr S 0 ar aw �Ilo v 18 2azs at a�� ayu br mffatm Frs �Maln�� a- k" OWN4 i CD i� I C-.m ON9 S"** 'o i APPROX LIMIT ��v _ 10 GE.1SEE D TAIL SH DEEP SOIL MIX o a S200 AND SPECIAL PROVISIONS. i J� f A r� zo CONTACT: WYOMING CHAMBERLIN APPROX LOCATION OF EXISTING � 206) 604 -3073 Iop __..__1_._bP - -----� HIGH PRESSURE FUEL LIME AND— DECK� OP OP _-- -oP 1 PROPOSED DEEP BORE HIGH PRESSURE -�—+-- z FUEL LINE. SEE NOTE 5 FOR CONTACT -- -- -- P c, t- TO' OBTAIN AS —BUILT INFORMATION. ' z ROLL 20� D TEMPORARY PSE I_1 z OVERHEAD FEEDER I o I I C) I � T I j =� �- - -- - - -- __ —_ — z 20 Q � 20 40 �" I li ;A�_:, G!PEUNE MAPk EF - -­ --_-ink scale ROADWAY AND DRIVEWAY DETAILS SOUTH 180th STREET GRADE SEPARATION FR -. 119 U feet C31 sheet 33 of 144 R 3#1/4; RECORD COPY -- - _ - -- _ - - _ job no A00084 12/17 ADDENDUM NO. 3 scot• AS SHOWN no I dote revisions date 20—Feb -2001 '� • C. t 1, '�'s✓ S t � It o [� c > J �N 'L 7� C N by date CONSULTANTS designed CCW 2/20 /01 =1 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003 -2600 E y `' " ` VOICE: (206)431 -2300 FAX: (206)431 -2250 drown 8JA 2/20/01 checked GLP 2/20/01 proj eng CCW 2/20 /01 proj dir GLP 2/20 /01 ROLL 20� D TEMPORARY PSE I_1 z OVERHEAD FEEDER I o I I C) I � T I j =� �- - -- - - -- __ —_ — z 20 Q � 20 40 �" I li ;A�_:, G!PEUNE MAPk EF - -­ --_-ink scale ROADWAY AND DRIVEWAY DETAILS SOUTH 180th STREET GRADE SEPARATION FR -. 119 U feet C31 sheet 33 of 144 R 3#1/4; RECORD COPY -- - _ - -- _ - - _ job no A00084 12/17 ADDENDUM NO. 3 scot• AS SHOWN no I dote revisions date 20—Feb -2001 '� • C. t 1, '�'s✓ S t � It o [� c > J �N 'L 7� C N