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Home My WebLink AboutzD-2862Setu 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 v C C" C C 0 0 V E c V -o s v �3 C V V r c 0 c 0 v 0 >1 ,c t c v 0 0 0 0 0 -v N �o t v c D U oc M a� v r U c v 0 0 N o� L) 3 r �3 0 V C v V V v 0 V_ �C 0 a v r .• �5 A NOTES: 6 6. A ALL 12" UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED P POLYETHYLENE (PE) WITH SMOOTH INNER WALL. ALL 6" UNDERDRAIN PIPE SHALL BE C CMP, OVERHEAD POWER LINES TO REMAIN COORDINATE ELEVATION W OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY. 7 7. E EXCEPT FOR UNDERDRAINS AND DETAIL ON C33, ALL DRAINAGE A AND UTILITY TRENCHES NO OUTAGES SHALL BE PERMITTED FOR TRANSMISSION LINES. I INTO CDSM SHALL BE BACKFILL WITH CDF TO ORIGINAL LIMITS O OF CDSM, CONTACT: GARY MUELLER (206) 521 -5218 8. F FOR � SEE PROFILES ON DRAWINGS C34 TO C36. A A R TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE 8 _3 PERMITTED WITH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY. 9 9. A ALIGNMENT, GRADE AND LIMITS OF GAS AND ELECTRICAL CONTACT• BRIAN SWART (253) 395 -6839 P CONTACT: • • .- • _• . • • .• • ---. -... . -- - . - - - - - CASINGS ARE r�rr nvn � mr� � �.� i THE ,�r�� n.� WATER �r� CASING �.� . EMERGENCY OVERFLOW �� CITY T.. .�.� �� ►�T�� C A Al I T A SV cr�uro RELOCATION ccc DRAWING rdS SEE SHEETS C46 AND C47 AND SPECIAL PROVISIONS FOR DETAILS, SPILLWAY 3. FOR CITY OF RENTON SANITARY 4. FOR WATER LINE RELOCATION, SEE DRAWINGS C46 —C48. I BERM " I 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, BNSF, ATT, MCI I o ACCESS RAMP AND WORLDCOM FOR JOINT RELOCATION PROJ CT), I '� 0 MICHAEL FULMER (253)872 -4005, LEVEL 3 COMMUNICATIONS, I oc JERRY STORY (970)209 -4 3 I GAS; PUGET SOUND ENERGY, RANDY BUSC 425 462- 96 I w HIGH PRESSURE FUEL; BP (OLYMPIC PIPELINE ANDRES RESTREPO (425)235 -7746 B x v 20 "0 ELECTRICAL CASING C` 3 `= ACCESS RAMP 36"0 GAS CASING APPROX LIMIT OF p WATER CASING DEEP SOIL MIX R /4 B1 �♦, SEE SHEETS C46 & C47 PUMP STATION In Q • G .._ �� n 15 P T P T P/T p/T p M ~ v — I FINAL VAULT CONFIGURATION I ACCESS ROAD NEW POWER rV/ y 511 I� ail VAULTS _ — J L Y P r 11 DETENTION /WET POND SEE DETAILS ON SHEET C3�6 SIDEWALK �♦ EXISTING " 0 I 0 0 G _ P T -- LiT P r W w CIO W Z ..J V Q o'C' ! P - N �- f r N P p _ P O, 1110 -_ w w w - , �_ . w _ - --W „ __ -- „ 7�7 1'1 13 17 I _w -- -- w -- w w w w - w- w - w w- w w w- - w w w w i 17 +00 18 +00 A - LINE 19 +00 20 +00 C) I � r` 1'0 12 14 16 18 20 c G c A7 b 4 [� �a �L:L =►. -fir �/♦ � � - �•�. lio 2 ft—, Mm" F. 19 A6 � W. —w — .; w r— REMOVE EXIST MANHOLE i /�' REMOVE 90LF bF EXIST / SANITARY SEWER PIPE LUMINAIRES 2' CONC. BASE W/ NO POLE 63 CG --- ACCES13 ;R& �.. 21 Q 94 P_ =�m �� :,•:.sue... TO �I lo MOVED B3 i UTILITY CONFLICT�' W /GAS &TREES IPA i 22 i w- 22 +00 APPROX LIMIT OF DEEP SOIL MIX 23 / �--- --� \ d I 3 RIM EL 24.70 oP OP O ---- ----0p ----OP I \ / II Q „ vL i �l.op OP oP --- ----oP ____OP ____�� p Q I.E. 21, 7 f (EXIST 8 E * ) LO � N N Q U) F-- / cY) M V F" W W U) op. -'_roP o I.E. 21.7E (MATCH EXIST ) .- P T T REM VE 75LF OF `EXISTING / - P P OP EL. 21.84 . ;% TEMPORARY PSE SANITAR Y SEWER P IPE OVERHEAD FEEDER ' .. Icv r,� �� a y 80 S S , Icv �0% � I � � � F- . 8" D. CLEANOUT APPROXIMATE LOCATION F PROPOSE STA. P1+08 86' IRT. FIBER OPTIC JOINT RELOCATION I - * EXISTING INVERT INFORMATIONS R DEEP ORE BY OTHERS). SEE NO i I FOR N A TO OBTAIN AS —BUILT INFORMATION EXISTING INVERT INFORMATION SHOWN IS I ' I AN INTERPOLATION OF AVAILABLE DATA. � " ; ►' i 3 SEWER CLEANOUT 8 DIA THE CONTRACTOR SHALL EXCAVATE AND J ' WC:>1Z11<S ]E> E T'. ; — ENGINEERING— STREETS— WATER— SEWER -- PARKS— BUILDING- i t 2 1908 cacr so�.Id d �Nr t� aaas w a� a�w ar Ala► F.r. a W" p"& ICAX *fs Ic -J2 dwg .scale ?v VERIFY EXISTING INVERTS SHOWN PRIOR TO SANITARY SEWER CONSTRUCTION. IF THERE IS A DISCREPANCY FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER FOR RECALCULATION OF THE SLOPE FOR THE NEW SEWER. �- ZS�Zo2 by dote CONSULTANTS designed MD 2/20/01 drown BJA 2/20 /01 =1 9TH AVENUE SOUTH checked GLP 2/20/01 FEDERAL WAY, WASHINGTON pro j d^9 CCw 1 2/20/01 BERGER/ABAM 98443-2600 pro j dir (;LP 2/20%1 E % a ` E q ' I " VOICE: (206 )431 -2300 FAX: (206)431 -2250 Fidd bk no ) +239 86' RT f (MATCH EXIST *) III 165 LF NEW 8" C -900 !! SIDE SEWER. PROTECT FF OM SHALLOW COVER DURING L CONSTRUCTION. ' I � I i 20 0 20 40 - Timm scale feet EXISTING UTILITY INFORMATION IS APPROXIMATE ONLY CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 I„LJ Z J V I- N DRAINAGE AND UTILITY rvAry C32 SHEET 1 _ —+ - -- — .n «t 34 of 144 SOUTH 180th STREET GRADE SEPARATION IIi RECORD COPY 7 ADDENDUM N0. 3 - - nO dote revisions —= t , �, - - O U job no A00084 - - - -- scale A 1. =20. dote 20-Feb -2001 0 N C, J N 1 �N 4 ) +239 86' RT f (MATCH EXIST *) III 165 LF NEW 8" C -900 !! SIDE SEWER. PROTECT FF OM SHALLOW COVER DURING L CONSTRUCTION. ' I � I i 20 0 20 40 - Timm scale feet EXISTING UTILITY INFORMATION IS APPROXIMATE ONLY CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 I„LJ Z J V I- N DRAINAGE AND UTILITY rvAry C32 SHEET 1 _ —+ - -- — .n «t 34 of 144 SOUTH 180th STREET GRADE SEPARATION IIi RECORD COPY 7 ADDENDUM N0. 3 - - nO dote revisions —= t , �, - - O U job no A00084 - - - -- scale A 1. =20. dote 20-Feb -2001 0 N C, J N 1 �N 4 165 LF NEW 8" C -900 !! SIDE SEWER. PROTECT FF OM SHALLOW COVER DURING L CONSTRUCTION. ' I � I i 20 0 20 40 - Timm scale feet EXISTING UTILITY INFORMATION IS APPROXIMATE ONLY CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 -424 -5555 I„LJ Z J V I- N DRAINAGE AND UTILITY rvAry C32 SHEET 1 _ —+ - -- — .n «t 34 of 144 SOUTH 180th STREET GRADE SEPARATION IIi RECORD COPY 7 ADDENDUM N0. 3 - - nO dote revisions —= t , �, - - O U job no A00084 - - - -- scale A 1. =20. dote 20-Feb -2001 0 N C, J N 1 �N 4 v 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 vc v C v C O v V o� V E C 0 E V O 10 r a� v �v �v �3 E U V t C O C O 0 E 0 r- c t 0 > C 0 O C O 0 a� 0 V q) N L- 0 r 6-r v c D 3 v- 0 0 r V c v 0 0 N co rn r U 3 r .3 U C O 10 v V V v C 0 V_ �C O L. V O 10 O C v �A r i 011 25 20 15 10 W, 0 10 +00 20 15 30 10 25 5 20 x--10 LF 8" DIA. HDPE 0.5% C L F L L I W no __ EXISTING 1291 CONC I _ _ __ ___------------------------------------------ , x ------------ - ____— ir---------______________--------_--------------------------------------Acl� ii r __----------------------- - - - - -- 0 N � LtJ 00 Q) 4 "Ur N N W N J N SAME Li W NSW 12" HDPE CB TYPE 1, VANED GRATE P Q _ � I~ J 0- w P z � �co v- 11+00 12 +00 13 +00 14 +00 15 +00 PlJ131,0114C WC:>lZ11<s 1E) 0 ENGINEERING— STREETS— WATER— SEWER— PARKS— 6UILDING— � t ., �`.• . : �,, fir,' 1908 cowl Sewo ww iwd woy 18 ?X5 or Lei aFM by Hamdkv file Name. o. W" 00"4 ICAX IdvVs 1C- J4 d0y Sc� 20 DRAINAGE AND UTILITY PLAN SHEET 3 SOUTH 180th STREET GRADE SEPARATION . ROLL 2.01 � F R 122 A'3MA5'RCCORO no I dote I , revisions —A--::) - 464c�.2 I D D r ii z J Z c� G 16 +00 I=q O H U _ C34 evest 36 of 144 -- job no A00084 - - - - - -- scde 1" =20' dote 20– Feb -2001 �r r L , v crC] C-. V: c �Nc r.. ON, v ~_ N I z C �N by dote CONSULTANTS designed MD 2/20 /01 333019TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 96003 -2600 E " C� . h = `R ' ' a VOICE: (206)431 -2300 FAX: (206)431 -2250 drown 8JA 2/20 /01 checked GLP 2/20/01 I pro j eng CCW 2/20/01 pro j der GLP 1 2/20/01 field bk no DRAINAGE AND UTILITY PLAN SHEET 3 SOUTH 180th STREET GRADE SEPARATION . ROLL 2.01 � F R 122 A'3MA5'RCCORO no I dote I , revisions —A--::) - 464c�.2 I D D r ii z J Z c� G 16 +00 I=q O H U _ C34 evest 36 of 144 -- job no A00084 - - - - - -- scde 1" =20' dote 20– Feb -2001 �r r L , v crC] C-. V: c �Nc r.. ON, v ~_ N I z C �N u v c v+ c v 0 U L u E C E v O u r u v v c 3 E U O N t C O C O E w C O t 0 c 0 0 c 0 0 N O t r.+ v c 3 u a v r U C 0 O N rn Q t '3 u U c v 0 0 v v c a v V 'c 0 b- V O V V u C v u A r �5 .A IE • 0 C) T- * C/) W Z J V Q i 16 +00 20 17 +00 DEPT. ZJB LI � C�r�.�C� ENGINEERING STREETS WATER SEWER PARKS BUILDING 1 908 [art Sowd on N*d #or /8 X0 a a104W by AWW10fi F,e Noma 6WjAU W IC" I4WW IC-Z&V scale 10 18 +00 19 +00 CONSULTANTS 33M1 9TH AVENUE SOUTH AA0004i FEDERAL WAY, WASHINGTON BERGER/ABAM 98043-2600 E y h: F a s. N C. VOICE: (206)431 -2300 FAX. (206 )431 -2250 20 +00 DRAINAGE PROFILE SHEET 1 —115 21+00 SOUTH 180th STREET GRADE SEPARATION Pto L L. 2 .0.;l F Ft 123 * EXPOSE TOP HALF OF PIPE (NORTH) AND BACKFILL WITH CDF TO TOP OF.- SUBGRADE j*' REC MD COPY M2/1� ADDENDum N0. 3 no date revisions -=- term= 22 +00 M 'M' O U C35 sheet 37 of 144 job no AOOO84 scale 1' =20 H. 1 "•5'V date 20— Feb -2001 / 41 c v �r C. c �N > r N 1 C �N d by date designed MD 2/20/'01 drawn BJA 2/20/01 checked GLP 2/20/01 pro j eng CCW 2/20/01 pro j dir GLP 2/20/01 field bi no 19 +00 CONSULTANTS 33M1 9TH AVENUE SOUTH AA0004i FEDERAL WAY, WASHINGTON BERGER/ABAM 98043-2600 E y h: F a s. N C. VOICE: (206)431 -2300 FAX. (206 )431 -2250 20 +00 DRAINAGE PROFILE SHEET 1 —115 21+00 SOUTH 180th STREET GRADE SEPARATION Pto L L. 2 .0.;l F Ft 123 * EXPOSE TOP HALF OF PIPE (NORTH) AND BACKFILL WITH CDF TO TOP OF.- SUBGRADE j*' REC MD COPY M2/1� ADDENDum N0. 3 no date revisions -=- term= 22 +00 M 'M' O U C35 sheet 37 of 144 job no AOOO84 scale 1' =20 H. 1 "•5'V date 20— Feb -2001 / 41 c v �r C. c �N > r N 1 C �N d oilu v c v 0 0 v u U E V V t u v 0 .3 E V .0 r 0 0 z 0 E u r 0 c v 0 0 v v u N �o t C D U Ir qt of u a v .r- L) v 0 N �o rn Q 3 r U c 0 0 c V 'c 0 0 0 c .A �b 0 0 t E XX� �5 tc SAME J 00 L6 N 0 a. a� U V) rl C32 00 FlT r- w Of 5 LJ R F- J 00 V) °' r` w J + W W V) w V) 25 20 15 10 5 0 . 18 +00 � Q J crY J 0 m 00 W ~ W J 0 C; LO tp Z et W Lr) Z 0 N t0 t0 N L&J p U () (N J LLj w _j H M V) * (n cr_ 25 POND 20 * FLOW CONTROL STRUCTURE 0 0 rn SEE KCRS DWG 2--025 N N N 15 12" DI A. RISER TOP ELEV. 24.00 1ST ORIFICE: 5.0" DIA., I.E. 20.90 '' uj - Lj - 2ND ORIFICE: 3.0" DIA., I.E. 23.34 3RD ORIFICE: 2.5" DIA., I.E. 2154 10 B2 C32 12" HDPE 0.539 13.2 LF 12" HDPE 7.579 119 LF L J 00 19 +00 J + 0 T_ N _j R 0 j2` V) 74 w 00 t0 1.4 t0 W N J 94 W 2 Of to to N N 5 . W W 4W 50 +00 20 +00 n ENGINEERING— STREETS— WATER— SEWER— PARKS— BUILDING- �_ 1908 [ 0st Somd on OW M y 10 &3" a Gj OOM Dy HWW104 F.o No" 0 W" �40"4 j C" IdmW < <- J6. diV Sc 10 21+00 J N 00 000 N W + J N W Q m N cr_ 21 C32 Li 0 � J W Q J 0 O � O (n o ao a r'i C6 00 U ± N V Q W V) 20+00 25 20 ADPE 0.889 15 10 5 0 25 --------------------------- h- -- ----------------------- B3 22 20 C C32 3.5 LF 12" HDPE—j 55 LF 2.859 '... EXPOSE TOP HALF R OF PIPE AND BACKFILL WITH 25.0 LF N CDF TO TOP OF N SUBGRADE N 7 N W N w N' N N N NN R W W 22 +00 by I ° °`• CONSULTANTS designed I MD 1 2/20/01 drown 8JA 2/20/01 33301 9TH AVENUE SOUTH checked GIP 2/20 /01 FEDERAL WAY, WASHINGTON proj on CCW 2/20/01 BERGER/ABAM 98003 -2640 pro j dir GIP 2/70/01 E ` S ` E I ' ' " ` VOICE: (206)431 -2300 field bk no FAX: (206)431 -2250 ROLL 20.� 15 A 5 n 36 "0 GAS CASING TEMPORARY SHORING a 1 ] \4� :NCHED) A STA 13+ 39, 55' LT END CASING -SOLDIER PILE :--AUGER PILE SOLDIER PILE FASCIA PANEL GAS CARRIER PIPES (BY QTHERS ) '- A STA 12 +949 8' LT CDF BACKFILL BEGIN CASING CDF BACKFILL, CDSM OVERLAP 1 0 G� � EDGE OF SEAL" pm GAS CASING INSTALLATION WITHIN C3, SCALE: 1 M =zo' LIMITS OF CDSM APPROX LIMIT 30 - PROPOSED FINISH GRADE r OF CDF /CDSM. _ _ � � � EXISTING GRADE SEE SHEET S10. STA 12 +940 8' L _ 8 "0 D.I. WATER MAIN CROSSING BEGIN CASING 12 "0 D.I. WATER MAIN CROSSING TOP ELEV 19.9' 20 - STA 13 +39, 55' LT END CASING TOP ELEV 19.0' 6" MIN, TYP PROVIDE ETHAFOAM HS -600 65 LF 36 "0 GAS CASING PLANK FOAM BOARD OR GAS CARRIER PIPES EQUAL AS CLEARANCE (BY OTHERS) SEPARATION io z GAS CASING PROFILE- SCALE: 1 " =20' LOOKING NW TEMPORARY SHORING PROPOSED BLOCK WALL EXISTING GRADE FINAL GRADE EXCAVATION LIMITS GAS CARRIER PIPES (BY OTHERS) GAS CASING EXCAVATE & 5' CDSM IN OVERLAP A SECTION A—A BACKFILL IMINI - SCALE: NTS W /CDF TEMPORARY SHORING GAS CASING EXISTING GRADE GAS CARRIER PIPES (BY OTHERS) EXCAVATE & BACKFILL W /COF 23 +00 5' MIN DRAINAGE PROFILE SHEET 2 SOLDIER PILE WALL FINAL GRADE Exca,vAnoN e SECTION B—B LIMITS _ SCALE: NtS -2'MIN OVERLAP CDSM SOUTH 180th STREET GRADE SEPARATION FR �� 124 �1'RECORO COPY x* AOOENDUM NO. 3 no i date, revisions r -= x8c,02 C36 sheet 38 of 144 job no A00084 scale 10=200H, 1 "= 5' V dote 20-Feb -2001 / 5- 41 C' V -� w v: z C, C c J :E ^N 'L •r X c �N 4 C Q v v E c E L 0 •v C 3 C E U 0 on L W C 0 C 0 v E 0 s 0 > 0 0 0 v a� 0 M 0 0 N t v C D U r 0 v r U v 0 0 N rn a 3 r .3 0 V C v 0 V V v S > V .E 0 V O 0 c v t E f� 12.00 SEED, FERTILIZE, AND MULCH as 6.00 ACCESS ROAD BERM EL 26f GRAVEL FILTER WINDOW EXISTING GROUND EL 25.0 COMPACTED EL 22.0 EMBANKMENT (TYP) 1 3 BOTTOM OF POND EL. 20.0 BOTTOM OF POND EL. 19.0 10.00 5.00 1 7.00 A SECTION C32 SCALE: N.T.S. EL 25.0 TOP OF FILTER WINDOW EL. 22.0 QUARRY SPACES CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL (HIGH SURVIVABILITY, CLASS C) — CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL (HIGH SURVIVABILITY, CLASS C) QUARRY SPALLS 3 3 COMPACTED EMBANKMENT BOTTOM OF POND 10' ACCESS ROAD • COMPACTED EMBANKMENT GRAVEL EXISTING GROUND ACCESS RAMP 6.7H:1 V BOTTOM OF POND EL. 19. 10.00 B SECTION \..0 SCALE: N.T.S. n l I A M M k/ e% r% w i I r- 8.00 SEED, FERTILIZE, AND MULCH EL 25.0 _ _ �. �� +� �� r� ter• �� r � �� r Ii BOTTOM OF POND EL. 20.0 LONGITUDINAL ELEVATION ELEVATION N.T.S. N.T.S. 4 EL 24.5 �1 QUARRY SPACES TOP OF FILTER WINDOW 3 ,� 2 5 CRUSHED SURFACING TOP COURSE � � - --, � ' —� EXIST GROUND POND BOTTOM — — 18" THICK — — — • n BOTTOM OF POND CROSS SECTION 0 SECTION N.T.S. GRAVEL FILTER WINDOW PREFABRICATED DRAINAGE MATERIAL * FOR STA 13 +26 TO 14+14 STA 19 +48 TO 20 +97 PREFABRICATED DRAINAGE MATERIAL 1711 TFR FARRIC` TC)WARII FOR UNDERGROUND DRAINAGE � ( LOW SURVIVABILITY, CLASS B. (EDGES OVERLAP 1' MIN.) UNDERDRAIN - TYPICAL SECTION ' L,4 L W(Dlz11<S ]E> n ENGINEERING— STREETS — WATER — SEWER— PARKS— BUILDING— 908 [art SO d as MW MOP Jd 2" 01 OJ P" Or hWWlc» f* M4m O. WOW N6%%W IC" idogs IC-J1 &V .Scams e SECANT PILE WALL N.T.S. POND EMERGENCY OVERFLOW SPILLWAY D •28207 by date CONSULTANTS designed MD 2/20/01 drawn 8JA 2/20/01 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98/�yW�3� -2640 E h E E a 5 1 N C. VOCE: (206 )431 -2304 FAX: (206)431.2250 checked GI.P 2/20/01 prof eng CCW 2/20/01 pro j dir Q P 2/20/01 �Id b& no ROLL 20 1 PREFABRICATED DRAINAGE MATERIAL QFI R A C SIDE DO WN 3 FIELD CUT TO FIT AROUND THE SECANT PILE FACE CONC. SLAB 2% 6" MIN. 12" PERF PE-0000 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE ( LOW SURVIVABILITY, CLASS B. (EDGES OVERLAP 1' MIN.) 000,1 3 (TYP) 7.00 PREFABRICATED DRAINAGE MATERIAL FILTER FABRIC TOWARD SECANT PILE WALL 4 SHOTCRETE- FACING SECANT '4 PILE WALL 2% v _ SEE SHEET S120 ► . o FOR OPENING SIZE AND LOCATIONS 2 GRAVEL BACKFILL FOR DRAIN 6" PIPE ZONE BEDDING 2' 7' UNDERDRAIN - SECTION AT CEMENT CONC. PAVEMENT O DRAINAGE PROFILE -SHEET 3 - C37 GAS CASING PROFILE AND DETAILS 1rAt gEtaao _cavr shoot 39 of 714 2A7* AoOEnoiM NO. _5_. pe no A000ea SOUTH 180th STREET GRADE SEPARATION m"-''°°"'°'"' "° ' �e " - = °w; 10.5•V no date revisions date 20—Feb-200, F P% 12� • C U) x c N � 1 N C N z c0 �N V 7 C •Q C v 0 v V u U E c u E V 0 L u >° u V O t C 0 C O v E 0 u r 0 a C 0 III 0 C 0 v u 0 N 0 z 0 C D U to C. vi u a v r U v 0 0 ID N a 3 s .3 u V C v v 0 V V v c _U 'c 0 V V Z C :3 Q A O r Rjl� x I I R NORTH WALL CAP OOIIIIIII`IIIIIII�t.OeIIIIIII�� 2" P VC TO IRRIGATION & CONTROL WIRES r PUMP DISCONNECT - - - - - -- - - - (SEAL –OFF) VAULT -- PRE– ENGINEERED U ACCESS ROAD SEE SPECIFICA N - - - -.- , ►,, -- __ -- _ ,,,, - -- _ _ -'_ -. - -_ -_ -_ _ -- - - --- -- PRECAST CONCRETE VALVE VAULT N MOVE SEE SPECIFICATIONS [TYPE III i SD �� / 6" SLEEVE PROPOSED UTILITIES Z SD 7 SD SD ..._SD A -LINE - D 18+70(50.0' LT) N T WELL CENTER 0 CRETE WE -_ - - -- ; 1 SD SD BOLLARDS 3/4" HOSE BIB CONDUITS 6 UNDERDRAIN A –LINE 18 +07(45 LT) _ - MOUNT TO WALL BY PSE 10'0 STEEL CASING I , �� r _ }_ � --- -�'; � 8 � D.I. "YARD GENERATOR ' HYDRANT 5' CONCRETE PAD UTILITY CDSM LIMIT PRECAST WET WELL I j r--- -- fi ! _ -- SEE DETAIL CONTROL 10x16 VAULT SEE SPFCIFICATIONS r`"— ^ �� ` -� t. VALVE VAULT CENTER C ) BUILDING A —LINE 18 19 60 46 31 LT CONCRETE PAD POWER YARD LIGHT ( ) FOOTING PERIMETER MOVED � 1 TELEMETRY POLE NEW 4 4' A / C40 UD UD UD UD —UD UD UD UD UD UD UD U D bD D U UD UD UD UD ----U UD UD UD -- -- ----UD UD ---UD UD – UD - UD UD o METER / ter•, ,r •�, `c _ / , 1 j . , �'` ,. , ,1l � 1{ 1,Y � ! , � i ! 1 x { I ,1 / '� ,, 1{ r t i '`� ` �. � i I , !' `,� �' r \ { �, � { . `\ / 1•. �/ ,1 /• { ! t ``j j ' � `'{ { . /.` ..` _ r V� _ r / / / i _ter ` ` •'. —x— --x— —x— 7c— —x— —x- —x— ic— —=x x---- —�c— —x=— --x— x— =- c ��— —x----x'— x =x— —x— —�t— =x— —x— —x— --x— —x- -x —x -- —x — -x —x — =x =— —x —x -- x — x — —x =x — —x -- —x --- —x — —x — _x -- —x — —x =– - 15 A —LINE CB SIDEWALK cn 18 +fi0(40.0' LT) 1. E. = 1.4 SEE DRAINAGE PLAN AND DRAINAGE PROFILE UD UD UD UD UD UD UD UD UD U UD UD UD UD UD UD D UD UD D UD UD UD UD UD D . UD UD UD UD UD UD UD 17+ 50 1 s +oo 26' ______ 18+50 A –LINE (MARY SHAFT CDSM STEEL CASING (� SOUTH 180TH STREET) CORE DRILL THROUGH PR , LEAN CONCRETE, AND WET WELL. INSTALL 12" STORM DRAIN. BACKFILL WITH NON– SHRINK GROUT. CHECK FOR AND REPAIR ANY GROUNDWATER LEAKS. BACKFILL TRENCH INTO CDSM, INSIDE PRIMARY SHAFT, WITH CDF TO FINISH GRAD GENERATOR PAD REVISIONS – CONTROL BUILDING / PUMP STATI.ON NOTE: I. BASE SIZE & DETAILS CHANGED ARE ONLY SHOWN HERE. FOR ADDITIONAL DETAILS OF BASE SLAB & CONDUITS ETC. REFER TO SHEET C41C 2. ADJUST REBAR DETAILS TO FIT NEW SLAB DIMENSIONS. USE #4 REBAR ON 12" CENTERS, EACH WAY, TOP & BOTTOM 3. CONTRACTOR TO PLACE SPECIFIED CONDUITS BASED ON LOCATIONS RECOMMENDED BY GENERATOR SUPPLIER. 4. PROVIDE TWO ADDITIONAL CONDUITS THROUGH GENERATOR PAD FOR FUTURE USE. r-o", N GENERATOR HOUSING VENT END CONCRETE �I 1 BASE SLAB 10'x10' CONTROL BUILDING ELEVATION �� 1 11 A 1►1 CTRICAL III \\\g*I L,4 LJBLI� WC)1z11<S DEPT'. P p s — ENGINEERING — STREETS — WATER — SEWER— PARKS- 6UILDING- � 1'f Z J n Y• O 1908 L cast Sowd an OW May /B 2M Of OJ 0" Dy 10►r fk Mane. 0 POW IA"N ICAAO I dOw I C- ja oily ScOO S r RIM EL 27.20 'Rf W,f :j LIOX. Vt EL 26.5± 10'W STEEL CASING 7'0 WET WELL EL –5.8 BOTTOM OF WET WELL EL —29.0 G� It Q rAj PUMP DISCONNECT (SEAL —OFF) VAULT ANY SIZE NOZZLE UP TO 2 1/20' NST IRON NOZZLE GAP LOCKING TRAFFIC BREAK –AWAY COUPLING R COVER BRASS OPERATING SCREW R EL 27.13 RIM EL 27.0E BRASS PACKING NUT L 26.70 OP F PACKING NUT iur OF GENERATOR SLAB IRON TOP CAP EL 26.5f CONTROL BUILDING SLAB 2' PIPE BRASS CONNECTION NUT OPERATING ROD BRASS PLUNGER T TE HRUST ��– SEAT RUBBER BLOCKING I � / —BRASS VALVE WITH I.E. 23.51 VALVE VAULT — r 2" FIP INLET 6 "b UNDERDRAIN THRUST BLOCKING #77 MAINGUARD HYDRANT 0 SCALE: N.T.S. —LEAN CONCRETE CONSTRUCTION NOS: I, EXCAVATION FOR WET WELL SHALL BE ACCOMPLISHED BY AUGERING TO MINIMIZE AREA OF EXCAVATION AND INSIDE BOTTOM ELEV = —4.87 VOLUME OF DEWATERING. VALVE VAULT MAY BE INSTALLED USING OPEN TRENCH EXCAVATION METHODS. R 2. REFER TO SOILS BORING INFORMATION PRIOR TO DRILLING 10 —FOOT DIA SHAFT. SEE SPECIFICATIONS. 3. CORE —DRILL ALL VAULT PENETRATIONS, GROUT WATERTIGHT AFTER PIPE INSTALLATION. NO FITTINGS OR LEAN CONCRETE FASTENERS SHALL BE INSTALLED WITHIN 4" OF GROUT P CK. 4. WET WELL AND VALVE VAULT TO BE CONTRACTOR DESIGNED AND CONSTRUCTED. CONTRACTOR SHALL PROVIDE REINFORCING AS REQUIRED TO WITHSTAND DESIGN FORCES AND SHALL PROVIDE REINFORCING REQUIRED TO WITHSTAND THE ADDITIONAL FORCES IMPOSED BY THRUST BLOCKING. THE BASE OF THE VAULTS SHALL BE DESIGNED TO WITHSTAND BOUYANCY UPLIFT FORCES. DESIGN GROUNDWATER ELEVATION SHALL BE n Fi +�n nn DURING CONSTRUCTION I C1N etin �� .�� n c-np COMPLETED ►�T WELL �« SPECIFICATIONS � � �„T � „�� „o _ �� ... ........... . v.. ....v �� . �v v FOR vv�� LL � Lv WET ♦1LLL J�.L JI- LV 1 f 1 l,/'� 1 1 VI`/J f VR A0 ADDITIONAL INFORMATION. a A ,-- ELEVATION by date CONSULTANTS designed MD 2/20/01 drawn 8JA 2/20/01 -' 33301 9TH AVENUE SOUTH checked GLP 2/20/01 FEDERAL WAY, WASHINGTON pro j en g CCw 2/20/01 BERGER /ABAM 98443-2600 pro j dir QP 12/20/01 E '� h _ _ a s VOICE: (206)431 -2300 fidd Ok no FAX: (206)431 -2250 ROLL 0,1 (• HOSE BIB PER 9 -15,10 STANDARD SPEC) DRAINAGE DETAILS SOUTH 180th STREET GRADE SEPARATION e j. 126 5 0 5 10 1 "= 5' scale feet e9/2ft �. R ECORD COPY 1/0 ADDENDUM NO. 3 no date revisions • C38 sheet ao of 144 O ins U job no A00084 scale 10=20'H. 1 "= 5' V date 20— Feb -2001 / u h r -. r r C. a >N V �' •y r > x >N r c N ^�� P ♦1LLL J�.L JI- LV 1 f 1 l,/'� 1 1 VI`/J f VR A0 ADDITIONAL INFORMATION. a A ,-- ELEVATION by date CONSULTANTS designed MD 2/20/01 drawn 8JA 2/20/01 -' 33301 9TH AVENUE SOUTH checked GLP 2/20/01 FEDERAL WAY, WASHINGTON pro j en g CCw 2/20/01 BERGER /ABAM 98443-2600 pro j dir QP 12/20/01 E '� h _ _ a s VOICE: (206)431 -2300 fidd Ok no FAX: (206)431 -2250 ROLL 0,1 (• HOSE BIB PER 9 -15,10 STANDARD SPEC) DRAINAGE DETAILS SOUTH 180th STREET GRADE SEPARATION e j. 126 5 0 5 10 1 "= 5' scale feet e9/2ft �. R ECORD COPY 1/0 ADDENDUM NO. 3 no date revisions • C38 sheet ao of 144 O ins U job no A00084 scale 10=20'H. 1 "= 5' V date 20— Feb -2001 / u h r -. r r C. a >N V �' •y r > x >N r c N .h v 0 v U E .6 0 U t 0 �3 U V r 0 0 v E .° .0 r 0 v 0 C 0 v 0 t 0 D 3 0 W 1* a v r U C v 0 0 N o� Q 3 t .3 U v u v C 0 .E 0 0 0 v r .s / by SUPPLY CENTER ACCESS LADDER 3• -0 - - '" designed YAULT NOTES: 2/20 /01 PER PLAN DETAIL FULL HEIGHT. drawn 2' - 0 1 2" ' checked 1. ALL PIPING & VALVES WITHIN VAULT ARE 6 INCH DIAMETER. ADJUST SUPPORT LEG HEIGHTS „ 2 NOT PLACED / AS SHOWN pro j dir I VALVE VAULT CENTER 2. VALVES AND VAULT PIPING SYSTEM FACTORY TESTED TO TO NEW HATCH LOCATION. — ' A --LINE 18 +19.6 (46.3 L 150 PSI AFTER ASSEMBLY. CLEANING PAD . :.•y. � � ' • � R INSTALL OWNER SUPPLIED • PUMP DISCONNECT 3 1 2" / 60 64 65 DAVIT BASE AS SHOWN. , _ • : 1 p (SEAL OFF) VAULT CORE MIN 4 1 /2 "0 HOLE - -- M . ' 6 THROUGH LID FOR BASE SHOE. in lb O SUBMERSIBLE NON —CLOG SEWAGE PUMPS, FLYGT ANCHOR TO LID WITH 4 SS MODEL CP -3152 (432) OR EQUIVALENT. ANCHOR RODS 5 /8 to 0 j LIP (6" MIN EMBED). N •� r z 68 ao co _ 53 U2 6 -INCH FLYGT DISCHARGE ELBOW. INSET BASE INTO LID FOR - 5 FLUSH MOUNT OR PROVIDE �� N 65 3 STAINLESS STEEL SS DISCHARGE PIPING SCHED GROUT PACK AROUND BASE I 59 10) FACTORY TESTED TO 150 PSI. PROVIDE ALL PLATE " FOR MAX RELIEF OF • ' � I \ � 5 PIPE PENETRATION 1 1 4 USE SIMILAR DETAIL S) WITH RUBBER BOOTS / ( (KOR_N--SEAL OR EQUIVALENT). TO SHT C40 -1.) 1 � J MOVED FOR �._ I \ %.-. 3 1/2 �4 STAINLESS STEEL DISCHARGE PIPE ANCHOR FIELD FIT 16 I I 12 THIN CAST -IN -PLACE BRACKET. NOT , . ST RESTRAINT 6' -4" INCLUDE PENETRATION COLLAR (TY EACI -k END) a5 DI SLEEVE COUPLING, STAINLESS STEEL TO DI FOR TWO ADDITIONAL 7' PIPING 2" CONDUITS FROM 1 p NEW 4'x4' TYPE III DISCONNECT VAULT AS UTILITY VAULT J —SOX �6 2 INCH SCHEDULE 40 STAINLESS STEELGUIDE SPARES. NT R 12 HDPE PLAN ( ) BARS FOR EACH PUMP FULL HEIGHT . ATTACH T WELL CE E - - - - - -- TO HATCH UNI —STRUT WITH FLYGT UPPER DELETED A —LINE 18 +07 (45 LT) -� GUIDE BAR BRACKET. so I R PLAN 12" THICK CAST —IN —PLACE CONCRETE Kvy �7 PUMP POWER CABLE WITH QUICK CONNECT PRECAST LID THRUST RESTRAINT COLLAR COUPLING AT PUMP DISCONNECT VAULT. PROVIDE PRECAST TOP SLAB WITH MOVE VAULT (TYP. EACH END) EACH CABLE WITH A STAINLESS STEEL BASKET ACCESS HATCH, CABLE PUMP DISCONNECT 4' -10" CABLE GRIP ATTACHED TO HOOK ON UPPER GUIDE TRAY, WET WELL VENT, (SEAL -OFF) VAULT BAR BRACKET. AND ANCHOR INSERTS FOR 16 1 R 5 OPENING PUMP PUMP HOIST R `o �8 STAINLESS STEEL CHAIN SLING FO R RETRIEVAL USING FLYGT GRIP -EYE. ATTACH TO j -- PUMP LIFTING HANDLE. EL. 26.5± -' 51 VIII 9 3/16 —INCH STAINLESS STEEL GUIDE CABLE (7x 19 19 , , . ' STRAND) ATTACHED TO CHAIN SLING. PROVIDE BOTH 6 C�N�DUITS TO CONTROL ENDS OF CABLE WITH THIMBLE AND STAINLESS PANEL (IN CONTROL BLDG) STEEL SWEDGE. ATTACH UPPER END OF CABLE 84" CLASS 50 D. 1. 5 g 54 53 5 54 60 61 6 TO HOOK ON UPPER GUIDE BAR BRACKET. STAINLESS STEEL 10 5 DISCHARGE PIPING 55 56 K I s WALL GUIDE 1 fb 10 WET WELL SEAL, KOR -N -SEAL OR EQUIVALENT. DELETED R - O 1 1 SEE DETAIL SHEET C41 C FOR LEVEL SENSORS AND CLEANING PAD / I 63 9., 64 FLOATS. SEE DE AIL MIN L 7" _j 1 NOT USED 4 68 © 2% EL. 5.5 - - 3 1 C T. CLEANING PAD TOP DELETED DELETED PRECAST WET WELL BARREL 1 F T L T R I U I / SECTIONS CONFORMING TO I P C D T E E 12" HDPE 10 ' • ASTM C-478 WITH SINGLE 9 R OFFSET R--3 RUBBER / T S B 0 , I.E. 1.35 —... GASKET JOINTS. BARREL F T L T I E E EL. 4.63 � / LENGTHS AS REQUIRED FOR P R A Y A A P D F C R DEPTHS SHOWN HIGH WATER ALAR ' , 00 16 PRECAST INTO WET WELL TOP SLAB. L.W. EL. 4.13 a M PRODUCTS ACCESS HATCH W /RECESSED PADLOCK • " 8 3 P QR EQU PUMP No.2 ON R O,� R 'F( /-/ . E L. 3.13 R 17 .+` R B I p T V PUMP No.1 ON • L i S I T G T EL. 1.87 1` T G B C 0 1 D ALL PUMPS OFF • F R C E OPTION NOT USED • . 2 F E E E� EL. — 4.87 - • 1 to LO Id 19 STAINLESS STEEL ANCHOR INSERTS FOR PUMP R - a ASE. PRECAST WET WELL BASE • : ' DAVIT CRANE B . ASSEMBLY WITH FLYGT TOP 100 FIBERGLASS SELF -- CLEANING SUMP, 81"-6" OR EQUIVALENT PROFILE -SEE FOUNDATION, SHEET C38 ' 1 7 DIAMETER WET W SCALE: 1/2"=l ' -0" Jew 1-L x l� BLIC W(Dall<s DEPT. ENGINEERING— STREETS — WATER — SEWER — PARKS— BUILDING— J� i r j C� 1908 zest Sowd an iwd Mby oy h6wdlefi f ii 44W ( --- ?, w PROFILE m C61 0 N L. 26.5± _ EL. 24.9 DISCHARGE CENTERLINE �— PRECAST CONCRETE VAULT W/ EXTENSION(S) AS REQUIRED, UTILITY VAULT MODEL 575 OR EQUIVALENT. 6" VALVE VAULT SCALE: .1 /2 " =1' -0" 51 VAULT EXTENSION RISER(S), HEIGHT AS REQUIRED FOR PIPE COVER DEPTH SHOWN. Q PRECAST INTO VAULT TOP SLAB. BILCO OR L.W. PRODUCTS ACCESS HATCH W /WATERTIGHT GASKET AND RECESSED PADLOCK HASP. 53 CL 52 DI PIPE SPOOL (PE x PE) 54 DI FLEXIBLE SLEEVE COUPLING, DI TO DI PIPE D DI PIPE SPOOL (FLG x PE) 56 FLANGED DI BODY SWING CHECK VALVE, APCO MODEL 106 OR EQUIVALENT. (NOTE: ONE WAY VALVE) 5Q ECCENTRIC PLUG VALVE W/2 —INCH OPERATING NUT, DEZURIK MODEL PEC6 OR EQUIVALENT. 5� DI 90' BEND (FLG x FLG) 59 DI PIPE SPOOL (FAG x FLG) 60 DI TEE (FLG x FLG) 61 WAFER STYLE DIAPHRAM PRESSURE SENSOR, RED VALVE SERIES 40 OR EQUIVALENT. Q DI PIPE SPOOL (FLG x PE) 63 ADJUSTABLE PIPE SUPPORT, STAN DON OR EQUIVALENT (TYP OF 3). 64 VAULT SEAL, KOR —N —SEAL OR EQUIVALENT (TYP OF 3). 65 RETAINER GLAND CENTERED IN THRUST COLLAR, MEGALUG OR EQUIVALENT (NP OF 3). 66 8 "x6" REDUCER DI VAULT PIPING TO STORM MAIN PIPING. Q 8° D.I. STORM MAIN. 68 2" DIA. DRAIN PIPE. SLOPE TO DRAIN TO WET WELL. EXTEND PIPE BELOW CLEANING PAD. D -2820 9 WET WELL AND VALVE VAULT MECHANICAL SOUTH 180th STREET GRADE SEPARATION of FRe 6127 H U C39A sheet39Aof 144 -- -- - -- job no A00084 0M)%' RECORD_ COPY - scde - - AS SMOwIV no date ( revisions date -- 20 —Feb -2001 c C4 CIS a =- 1 c �N 1 010 N by date CONSULTANTS designed MD 2/20 /01 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 - h L _ q s VOICE: (206)431 -2300 woe FAX: (206)431 -2250 drawn 8JA 2/20 /01 checked GLP 2/20 /01 praj eng CCw 2/20/01 pro j dir GLP 2/20/01 field bk no PROFILE m C61 0 N L. 26.5± _ EL. 24.9 DISCHARGE CENTERLINE �— PRECAST CONCRETE VAULT W/ EXTENSION(S) AS REQUIRED, UTILITY VAULT MODEL 575 OR EQUIVALENT. 6" VALVE VAULT SCALE: .1 /2 " =1' -0" 51 VAULT EXTENSION RISER(S), HEIGHT AS REQUIRED FOR PIPE COVER DEPTH SHOWN. Q PRECAST INTO VAULT TOP SLAB. BILCO OR L.W. PRODUCTS ACCESS HATCH W /WATERTIGHT GASKET AND RECESSED PADLOCK HASP. 53 CL 52 DI PIPE SPOOL (PE x PE) 54 DI FLEXIBLE SLEEVE COUPLING, DI TO DI PIPE D DI PIPE SPOOL (FLG x PE) 56 FLANGED DI BODY SWING CHECK VALVE, APCO MODEL 106 OR EQUIVALENT. (NOTE: ONE WAY VALVE) 5Q ECCENTRIC PLUG VALVE W/2 —INCH OPERATING NUT, DEZURIK MODEL PEC6 OR EQUIVALENT. 5� DI 90' BEND (FLG x FLG) 59 DI PIPE SPOOL (FAG x FLG) 60 DI TEE (FLG x FLG) 61 WAFER STYLE DIAPHRAM PRESSURE SENSOR, RED VALVE SERIES 40 OR EQUIVALENT. Q DI PIPE SPOOL (FLG x PE) 63 ADJUSTABLE PIPE SUPPORT, STAN DON OR EQUIVALENT (TYP OF 3). 64 VAULT SEAL, KOR —N —SEAL OR EQUIVALENT (TYP OF 3). 65 RETAINER GLAND CENTERED IN THRUST COLLAR, MEGALUG OR EQUIVALENT (NP OF 3). 66 8 "x6" REDUCER DI VAULT PIPING TO STORM MAIN PIPING. Q 8° D.I. STORM MAIN. 68 2" DIA. DRAIN PIPE. SLOPE TO DRAIN TO WET WELL. EXTEND PIPE BELOW CLEANING PAD. D -2820 9 WET WELL AND VALVE VAULT MECHANICAL SOUTH 180th STREET GRADE SEPARATION of FRe 6127 H U C39A sheet39Aof 144 -- -- - -- job no A00084 0M)%' RECORD_ COPY - scde - - AS SMOwIV no date ( revisions date -- 20 —Feb -2001 c C4 CIS a =- 1 c �N 1 010 N u 0 V v c v L V E c 3 0 v° O r 0 0 v 3 E U O t 0 0 v 0 .c V r o C v 0 c 0 0 v `v N 0 t v D U o; V a v L U v c v 0 O N �D rn U Q r �3 V V c v L_ 0 V v v V �C O V C �A v t FRP 2 "x8" FRP 2 "x2" FRP 2 "x8" CHANNEL ANGLE CHANNEL FRP SUPPORT i REMOVABLE PIN BRACKETS, CONNECTION 2 EA. END - 2 EA. END A SECTION. rB SECTION. - SCALE: NTS - SCALE: NTS A 1/2" MIN. NON- SHRINK LEVELING GROUT PAD (TYP) S. S. It ' -1 " (TYP) WI TH (4) 5/8 DIA. S. HOR RODS 0 6" GA. IN ADHESIVE S (5" MIN. EMBED.) C12 I 1/4 SCALE: 1 1/2"=V-0 1-1/2" .a 1/2" MIN. NON- SHRINK LEVELING GROUT PAD (TYP) "ROGLASS GRATING 1_3x R WITH 5/8" DIA. S.S. XR-CHOR RODS 0 24" O.C. MAXIMUM do 6" FROM ENDS MAXIMUM. IN ADHESIVE ANCHORS. (5" MIN EMBED.) B SECTION - SCALE: 1 1/2 " =1' -0" 1/2" CHAIN, S.S. (T') 6" INSIDE WALL 0 T WELL S M 1/2 ANCHOR EYLETS c4 A OR TO POST TYP. 12 PLACES) 1 N M SNAP HOOK, N S.S. (TYP. 12 PLACES) r 1 04 1 /2" DRAIN HOLE r (3 TYP.) 2 "0 S.S. PIPE SLEEVE WITH CAPPED REMOVABLE 1-1/4 0 1 BOTTOM (TYP) C S.S. PIPE POST PIPE SLEEVE SUPPORT PLATE D REMOVABLE GUARDRAIL EL TION SCALE: 3/8 FRP 4 "x8" W SECTION n SECT SCALE: N1 b JAW I L,4 c ID . �UBLI� ENGINEERING- STREETS - WATER - SEWER -- PARKS- BUILDING- 0 1908 cast so«a a► 1N�a rep id �ila5 a � � o� /r�rrwrr» f� n� :� I- '�'v�� Ic;aAN 1� �c: - .3.AQayy .kxe. ; w GRATING DETAILS 5 SCALE: NTS FAN 28" CLEAR OPENING EACH SIDE 1-1/4- S.S. PIPE 1/2* S.S. IE STIFFENER 2" DIA. S.S. PIPE WITH CAPPED B 0 TTOM ( TYP) ...— TYP 1/4 2" DRAIN HOLE -- S. P 1 /2x3x1' -0" . PLAN SCALE: NTS USED ON EDGE GRATING ONLY by date CONSULTANTS designed MD 2/20/'01 333019TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003 -2600 E ' " " - ' ' " v VOICE: (206)431 -2300 FAX: (206)431 -2250 drawn 8JA 2%I0/01 d GLP 2/20/01 pro j en CCW 2/20/01 pro j dir GLP 1 2/20%1 0 O • • 6 e• .- If . N . I A 1/2" MIN. NON- SHRINK LEVELING GROUT PAD (TYP) S. S. It ' -1 " (TYP) WI TH (4) 5/8 DIA. S. HOR RODS 0 6" GA. IN ADHESIVE S (5" MIN. EMBED.) C12 I 1/4 SCALE: 1 1/2"=V-0 1-1/2" .a 1/2" MIN. NON- SHRINK LEVELING GROUT PAD (TYP) "ROGLASS GRATING 1_3x R WITH 5/8" DIA. S.S. XR-CHOR RODS 0 24" O.C. MAXIMUM do 6" FROM ENDS MAXIMUM. IN ADHESIVE ANCHORS. (5" MIN EMBED.) B SECTION - SCALE: 1 1/2 " =1' -0" 1/2" CHAIN, S.S. (T') 6" INSIDE WALL 0 T WELL S M 1/2 ANCHOR EYLETS c4 A OR TO POST TYP. 12 PLACES) 1 N M SNAP HOOK, N S.S. (TYP. 12 PLACES) r 1 04 1 /2" DRAIN HOLE r (3 TYP.) 2 "0 S.S. PIPE SLEEVE WITH CAPPED REMOVABLE 1-1/4 0 1 BOTTOM (TYP) C S.S. PIPE POST PIPE SLEEVE SUPPORT PLATE D REMOVABLE GUARDRAIL EL TION SCALE: 3/8 FRP 4 "x8" W SECTION n SECT SCALE: N1 b JAW I L,4 c ID . �UBLI� ENGINEERING- STREETS - WATER - SEWER -- PARKS- BUILDING- 0 1908 cast so«a a► 1N�a rep id �ila5 a � � o� /r�rrwrr» f� n� :� I- '�'v�� Ic;aAN 1� �c: - .3.AQayy .kxe. ; w GRATING DETAILS 5 SCALE: NTS FAN 28" CLEAR OPENING EACH SIDE 1-1/4- S.S. PIPE 1/2* S.S. IE STIFFENER 2" DIA. S.S. PIPE WITH CAPPED B 0 TTOM ( TYP) ...— TYP 1/4 2" DRAIN HOLE -- S. P 1 /2x3x1' -0" . PLAN SCALE: NTS USED ON EDGE GRATING ONLY ROLL 21.041 1 1/4 -<j 1 N /2" MINIMUM NON SHRINK .._ LEVELING GROUT PAD (TYP) %-- FIBERGLASS J GRATING L4x4 -S.S. 1/2x5x0' -10" (TYP.) L S.S. BOLTS O 7" O.C. 2' -0" C SECTION - SCALE: 1 1/2 " =1' -0" DEEP FRP GRATING I/ TREAD GRIP TYP. 5 PLACES) 'ROVIDE PERMANENT GRATING ATTACHED TO SUPPORT ALL DGE AREAS PER C39B DETAIL 4. DGE SUPPORT DELETED 'HIS EDGE ONLY ROVIDE TWO ACCESS IATCH SECTIONS, ONE OR EACH PUMP OPENING DGE GRATING DELETED HIS SIDE ILL EDGE GRATING UPPORT ARE FRP. S.S. SADDLE CLIPS WITH JAI 1/4" DIA. CAP HEAD w. R S.S. BOLTS, TYP. SPACING PER MANUFACTURER w3 FIBERGLASS GRATING caRnnrvc SUPPORT SEE PLAN TYPCIAL FIBERGLASS GRATING- SCALE: N.T.S. CONNECTION WET WELL VAULT DETAILS �o I t 0 I S.S. It 1 /2x5x1' -0" (TYP) WI TH (2) 5/8" DIA. S.S. BOLTS 0 9" O.C. IN ADHESIVE ANCHORS (5" MIN. EMBED) 281& 20A S.S. BAR 1" SO. WITH NON --SKID SURFACE 1/4 v S.S. BAR 1/2x3 (TYP) 1/2- MIN. NON- SHRINK LEVELING GROUT PAD (TYP) 1/4 V 0 o S.S. FP_ 3/4x4x0' -6" (TYP) WITH (2) 5/8 DIA. S.S. ANCHOR RODS 0 6" O.C. IN ADHESIVE ANCHORS (5" MIN. EMBED) M SOUTH 180th STREET GRADE SEPARATION F Ft 128 0 If a• 5 LADDER SCALE: 3/4 " =1' -0" R l� RECORD COPY no ; dote revisions O U C39B sf►eet,39Bof 144 job no A00084 _ -- scole AS SHOWN dote 20-Feb-2001 r C 1 i (r. C. > N V, C C M �r M C C r by date CONSULTANTS designed MD 2/20/'01 333019TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003 -2600 E ' " " - ' ' " v VOICE: (206)431 -2300 FAX: (206)431 -2250 drawn 8JA 2%I0/01 d GLP 2/20/01 pro j en CCW 2/20/01 pro j dir GLP 1 2/20%1 field bk no ROLL 21.041 1 1/4 -<j 1 N /2" MINIMUM NON SHRINK .._ LEVELING GROUT PAD (TYP) %-- FIBERGLASS J GRATING L4x4 -S.S. 1/2x5x0' -10" (TYP.) L S.S. BOLTS O 7" O.C. 2' -0" C SECTION - SCALE: 1 1/2 " =1' -0" DEEP FRP GRATING I/ TREAD GRIP TYP. 5 PLACES) 'ROVIDE PERMANENT GRATING ATTACHED TO SUPPORT ALL DGE AREAS PER C39B DETAIL 4. DGE SUPPORT DELETED 'HIS EDGE ONLY ROVIDE TWO ACCESS IATCH SECTIONS, ONE OR EACH PUMP OPENING DGE GRATING DELETED HIS SIDE ILL EDGE GRATING UPPORT ARE FRP. S.S. SADDLE CLIPS WITH JAI 1/4" DIA. CAP HEAD w. R S.S. BOLTS, TYP. SPACING PER MANUFACTURER w3 FIBERGLASS GRATING caRnnrvc SUPPORT SEE PLAN TYPCIAL FIBERGLASS GRATING- SCALE: N.T.S. CONNECTION WET WELL VAULT DETAILS �o I t 0 I S.S. It 1 /2x5x1' -0" (TYP) WI TH (2) 5/8" DIA. S.S. BOLTS 0 9" O.C. IN ADHESIVE ANCHORS (5" MIN. EMBED) 281& 20A S.S. BAR 1" SO. WITH NON --SKID SURFACE 1/4 v S.S. BAR 1/2x3 (TYP) 1/2- MIN. NON- SHRINK LEVELING GROUT PAD (TYP) 1/4 V 0 o S.S. FP_ 3/4x4x0' -6" (TYP) WITH (2) 5/8 DIA. S.S. ANCHOR RODS 0 6" O.C. IN ADHESIVE ANCHORS (5" MIN. EMBED) M SOUTH 180th STREET GRADE SEPARATION F Ft 128 0 If a• 5 LADDER SCALE: 3/4 " =1' -0" R l� RECORD COPY no ; dote revisions O U C39B sf►eet,39Bof 144 job no A00084 _ -- scole AS SHOWN dote 20-Feb-2001 r C 1 i (r. C. > N V, C C M �r M C C r 6 vc ii V v v as V E ..s c V 0 r n� v 10 v> ,c c E V 0 r c 0 c 0 v E 0 ,c u r 0 c v 0 c v u 0 N r c D V cr of u a v t U c v 0 N rn Q 3 r u c v v V v ,c V .E 0 4a 0 0 v� 0 r° 0 1 i ACRONYMS AND ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT Al ANALOG INPUT AL ALUMINUM ALT ALTERNATOR AO ANALOG OUTPUT ASL ALARM SWITCH LOW AWG AMERICAN WIRE GAUGE BATT BATTERY BKR BREAKER C CONDUIT CA CHLORINE ANALYZER CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT DI DISCRETE INPUT DIST DISTRIBUTION DO DISCRETE OUTPUT ENCL ENCLOSURE EX ROOF EXHAUSTER EXIST EXISTING FAH FLOW ALARM HIGH FAL FLOW ALARM LOW FT 2 SQUARE FOOT FE FLOW ELEMENT FI FLOW INDICATOR FIC FLOW INDICATING CONTROLLER FIQ FLOW INDICATING TOTALIZER FQ FLOW TOTALIZER FIR FLOW INDICATING RECORDER FIT FLOW INDICATING TRANSMITTER FSL FLOW SWITCH LOW FT FLOW TRANSMITTER FU FUSE FVNR FULL VOLTAGE NON REVERSING FVR FULL VOLTAGE REVERSING FY FLOW COMPUTATION G GROUNDING CONDUCTOR GND GROUND GRS GALVANIZED RIGID STEEL HC HAND CONTROL HP HORSE POWER IC INTERRUPTING CAPACITY KA KILO AMPERES KAIC KILOAMPERES- INTERRUPTING CAPACITY KCM THOUSAND CIRCULAR MILLS KV KILOVOLT KVA KILOVOLT -- AMPERE KVAH KILOVOLT- AMPERE HOUR KVAR KILOVAR (REACTIVE KILOVOLT AMPERE) KVARH KILOVAR -HOUR KW KILOWATT KWH KILOWATT -HOUR LINE POWER LINE /POWER BLOCK LAH LEVEL ALARM HIGH LAL LEVEL ALARM LOW LI LEVEL INDICATOR LSH LEVEL SWITCH HIGH LSHH LEVEL SWITCH HIGH HIGH LSL LEVEL SWITCH LOW LSLL LEVEL SWITCH LOW LOW LT LEVEL TRANSMITTER LY LEVEL COMPUTATION LPU LINE PROTECTION UNIT M MAGNETIC CONTACTOR MA MILLIAMPERES MAX MAXIMUM MCM MILLION CIRCULAR MILLS MCP MOTOR CIRCUIT PROTECTION MEG MEGAOHM MF MAGNETIC FORWARD CONTACTOR MIN MINIMUM MR MAGNETIC REVERSE CONTACTOR MTS MANUAL TRANSFER SWATCH (ELECTRICALLY OPERATED) MV MILLIVOLT MW MEGAWATT MWH MEGAWATT -HOUR N NEUTRAL CONDUCTOR NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOC. NESC NATIONAL ELECTRICAL SAFETY CODE OL OVERLOAD P POLE PAL PRESSURE ALARM LOW PE PRESSURE ELEMENT PF POWER FACTOR PH or 0 PHASE PI PRESSURE INDICATION PLC PROGRAMMABLE LOGIC CONTROL PRV PRESSURE REDUCING VALVE PS POWER SUPPLY PSI POUNDS PER SQUARE INCH R CIRCULAR CHART RECORDER RPM REVOLUTIONS PER MINUTE S MONITORING STREAMING CURRENT SEC SECOND SHL'D SHIELDED STD STANDARDS SUSS SUITABLE FOR USE AS A SERVICE ENTRANCE TB TERMINAL BLOCK TEFC TOTALLY ENCLOSED FAN COOLED TSP TWISTED SHIELDED PAIR UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT �- - VA VOLT AMPERE VMR VOLTAGE MONITORING RELAY W WATT LN WH WATT HOUR WP WEATHER PROOF XFMR POWER TRANSFORMER ZIC POSITION INDICATING RECORDER ZLL POSITION LIGHT LOW ZLH POSITION LIGHT HIGH ZSH POSITION SWITCH HIGH ZSL POSITION SWATCH LOW ZT POSITION TRANSMITTER ONE LINE DIAGRAM SYMBOL SCHEDULE SYMBOL DESCRIPTION DEVICE OR EQUIPMENT TERMINAL BUSSING CONNECTION BUS HARING WIRING CONNECTED /SPLICED — — — EQUIPMENT /DEVICE ENCLOSURE .�i. PLUG -IN CONNECTION MAGNETIC ONLY BREAKER 1\1 / THERMAL ONLY BREAKER 1` 1 THERMAL MAGNETIC BREAKER / SWITCH FUSE M POWER TRANSFORMER /V\^ CONTROL POWER TRANSFORMER CURRENT TRANSFORMER THERMAL OVERLOAD J' CONTACTOR T -�- CAPACITOR rD -1- GROUND CONNECTION I TRVOLTAGE RELAY TIMING RELAY CONTROL RELAY F FLOAT SNATCH SV SOLENOID VALVE P PRESSURE SWITCH LEVEL SWITCH T FLOW INDICATING TRANSMITTER a TORQUE SWITCH STATION OOOA CO( C E /RAN q AMMETER QUANTITY 0- 600V--�— (SCALE/RANGE) Oy VOLTAGE METER ;-- QUANTITY 55 -66HZ (SCALE/RANGE) (Di FREQUENCY METER QUANTITY o-�w� (SCALE/RANGE) ONE LINE DIAGRAM SYMBOL SCHEDULE YMBOL DESCRIPTION � WATT HOUR METER �- - -- QUANTITY AQ AMMETER SNATCH VMS VOLTMETER SWITCH [7 G� GENERATOR LN SOLID NEUTRAL 15 MOTOR - NO. =HORSE POWER d o SAFETY DISCONNECT IN NEMA 4X ENCL. UNLESS OTHERWISE NOTED L -- AUXILIARY CONTACT r SEAL OFF ELEMENTARY WIRING DIAGRAMS SYMBOL SCHEDULE SYMBOL DESCRIPTION PANEL OR DEVICE WIRING -BY EQUIPMENT VENDOR FIELD WIRING -BY ELECTRICAL CONTRACTOR - -- - -- EQUIPMENT /DEVICE ENCLOSURE -+- -- WIRING CONNECTED + - - WIRING NOT CONNECTED DEVICE OR EQUIPMENT TERMINAL CONTROL PANEL TERMINAL MCC TERMINAL TRANSFORMER WINDING --{�}- FUSE-BUSSMAN FNM OR -E�I- METAL OXIDE VARISTOR (MOV) DIODE RECTIFIER �- GROUND CONTACT BLOCK OPERATORS ELEMENTARY WIRING DIAGRAMS SYMBOL SCHEDULE N.O. N.C. XXCR XXCR LENS COLOR CODE _4�_ XXTR �o- XXTR 'T -XXTR XXTR _XXTR XXTR �o- (DELAY ON ENERGIZATION -ON DELAY) X OL X OL SURFACE OR PENDENT MOUNTED FIXTURE (1 TR,2TR,ETC.) XXDPS �o- WIRING RUN CONCEALED IN SLAB, UNDER XCR XTXR M ELECTRICAL PLAN DRAWINGS SYM130L SCHEDULE SYMBOL DESCRIPTION RELAY CONTACTS INSTANTANEOUS CONTACT OF RELAY (1LT. LIGHTING FIX RES OA HIGH INTENSITY DISCHARGE (HID) (1CR,2CR,ETC.) LENS COLOR CODE ' FIXTURE - WALL MOUNTED A,B,C, ETC. ARE TIMED DELAY CONTACT OF RELAY GLP A =AMBER B FLUORESCENT FIXTURE - REFER TO TYPE. (DELAY ON ENERGIZATION -ON DELAY) XXFLS XXFLS SURFACE OR PENDENT MOUNTED FIXTURE (1 TR,2TR,ETC.) XXDPS �o- WIRING RUN CONCEALED IN SLAB, UNDER C OUTDOOR LIGHT - SCHEDULE TIMED DELAY CONTACT OF RELAY INCANDESCENT "PUSH -TO -TEST" XXLS G =GREEN WALL MOUNTED �p (DELAY ON DE- ENERGIZATION -OFF DELAY) TEST CIRCUIT TO LINE) �— NEUTRAL CONDUCTOR GROUNDING CONDUCTOR ��B (1TR,2TR,ETC.) OF CONDUCTORS. #12 AWG COPPER CONDUCTO, YARD LIGHT POLE W/ FIXTURE(S) TIME RELAY CONTACT OF RELAY (DELAY ON ENERGI ZATI ON, DELAY ON INDICATING AM INSTRUMENTS AMMETER RELAY O SW ICH I N G DE- ENERGIZATION, ON DELAY /OFF DELAY) $ SINGLE POLE SWITCH $ FOUR WAY SWITCH OVERLOAD RELAY (10L,20L,ETC.) WALL MOUNTED 4 WALL MOUNTED TWO WAY SWITCH SWITCH WITH $ 2 WALL MOUNTED PILOT LIGHT MAGNETIC COILS $ THREE WAY SWITCH CONTROL RELAY 3 WALL MOUNTED (1CR,2CR,ETC.) RECEPTACLE OUTLETS TIMED DELAY RELAY DUPLEX RECEPTACLE OUTLET - WALL MOUNTED (1 TR,2TR,ETC.) (NEMA 5 -15R UNLESS OTHERWISE SPECIFIED) MAGNETIC MOTOR STARTER ® SPECIAL PURPOSE EQUIPMENT CONNECTION (1M,2M,ETC.) .� SPECIAL PURPOSE RECEPT. OUTLET- WALL MOUNTED SOLENOID (FOR VALVE UNLESS OTHERWISE NOTED.) --0 SPECIAL PURPOSE EQUIP. CONNECTION- WALL MOUNTED (1 SV,2SV,ETC.) PILOT LIGHTS (1LT. 2LT. ETC.) XXFS LENS COLOR CODE ' XXPS NEON TYPE GLP A =AMBER XXTAS A � 2/20% XXFLS XXFLS W =WHITE field bic no XXDPS XXDPS �o- WIRING RUN CONCEALED IN SLAB, UNDER R =RED XXLS .. �2MP INCANDESCENT "PUSH -TO -TEST" XXLS G =GREEN 06o- �p (CONNECT TEST CIRCUIT TO LINE) �— NEUTRAL CONDUCTOR GROUNDING CONDUCTOR ��B CROSSMARKS INDICATE QUANTITY AND USE OF CONDUCTORS. #12 AWG COPPER CONDUCTO, REQUIRED UNLESS OTHERWISE INDICATED OAMMETER INDICATING AM INSTRUMENTS AMMETER RELAY O HOUR METER ELECTRICAL PLAN DRAWINGS SYMBOL SCHEDULE SYMBOL DESCRIPTION POWER DISTRIBU110N AND CONTROL CONTACT "" "- " - -- -" " OPERATORS "" " � -" - SWITCHBOARD/MOTOR CONTROL CENTER (MCC) N.O. N.C. � FLOOR MOUNTED DISTRIBUTION /CONTROL EQUIPMENT -0 PUSHBUTTON (1P8,2PB,ETC.) DISTRIBUTION/CONTROL EQUI MENT ��o- MUSHROOM HEAD PUSHBUTTON SWITCH (SAFETY OR DISCONNECT (1 P6,2PB,ETC.) Ol � MECHANICALLY HELD PUSHBUTTON OPERATOR � M(1TAD STARTER (uecurnC) "OFF -ON" -0 P SC —i SS OFF HAND AUTO ko I I N.O. N.C. -o o- _< _c N.O. N.C. XXFS XXFS 0� -o-r�- O XXPS XXPS �o— GLP XXTAS XXTAS CCW 2/20% XXFLS XXFLS �o- field bic no XXDPS XXDPS �o- WIRING RUN CONCEALED IN SLAB, UNDER XXLS XXLS .. �2MP ARROWHEAD INDICATES HOMERUN TO PANEL XXLS XXLS 06o- �p `1�W' - A A. n TJ1BT__.Jl[c: W(Dall<s 1E) EI3'T. c;. _ I — ENGINEERING — STREETS — WATER — SEWER— PARKS— BUILDING- ; z *1908* iost So.rd a► OW Ar l8 ,i4Z W Gib GPI/ by Nwdlofi id* Some a MAID IAG"4 ItAX IdaW 1, - ki as q Scar* 1 (% MOTOR STARTER (MANUAL W /OVERLOAD) TWO POSITION SELECTOR SWITCH (1 SS, 2SS, ETC...) 1 MOTOR (NUMBER = HORSEPOWER) THREE POSITION SELECTOR SWITCH (1SS, 2SS, ETC..) "X" = CLOSED IN THIS POSITION I LS CONTACTS SINGLE BREAK CONTACTS PS DOUBLE BREAK CONTACTS (CONTACT BLOCK) PT MECHANICALLY ACTUATED SWTCHES FLOAT SWITCH SV (1 FS, 2FS,ETC.) PRESSURE SWITCH LI (1PS,2PS,ETC.) LS TEMPERATURE ACTUATED SWITCH (THERMOSTAT) (ITAS,2TAS,ETC.) LSH FLOW SW TCH (1 FLS,2FLS,ETC.) PI DIFFERENTIAL PRESSURE SWITCH (1 DPS,2DPS,ETC.) PSL FREE LIMIT SWATCHES (1 LS,2LS,ETC. ) HELD TS OPERATED VALVE INTRUSION DETECTION LIMIT SWITCH PRESSURE SENSOR PRESSURE TRANSMITTER SOLENOID VALVE LEVEL INDICATOR LEVEL SWITCH LEVEL SWITCH HI PRESSURE INDICATOR PRESSURE SWITCH LOW PULLBOX/HANDHOLE TORQUE SW TCH by a °'• CONSULTANTS designed MD 2/20 /01 PRESSURE SWITCH 0 CONTROL STATION 4000A 83301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 E .: , ' " y VOICE: (206)431 -2300 FAX: (206)431 -2250 mor drawn BJA 2/20/01 checked GLP 2/20/b1 p*oj on CCW 2/20% proj air GLP 2/20 /01 field bic no ROLL 2.01 s 0 HPS 150W 120V FIXTURE TYPE " W/ PHOTOCELL 20' --0" HIGH ALUMINUM POLE YM o CONTROLS FLOAT SWITCH (�] UM I T SW TCH P 0 PRESSURE SWITCH 0 CONTROL STATION SV SOLENOID VALVE OT THERMOSTAT SIGNAL SYSTEMS US SMOKE DETECTOR Kl TELEPHONE - SINGLE UNE SYMBOLS 0 GENERAL WIRING„ JUNCTION BOX WIRING RUN EXPOSED IN BUILDING STRUCTURE UNLESS OTHERWISE NOTED WIRING RUN CONCEALED IN SLAB, UNDER SLAB IN CEILING OR WALL OR BELOW GRADE. .. �2MP ARROWHEAD INDICATES HOMERUN TO PANEL NOTED AT END OF ARROWHEAD. NUMBER INDICATES CIRCUIT WITHIN PANEL NOTED. LINE OR PHASE CONDUCTOR �— NEUTRAL CONDUCTOR GROUNDING CONDUCTOR CROSSMARKS INDICATE QUANTITY AND USE OF CONDUCTORS. #12 AWG COPPER CONDUCTO, REQUIRED UNLESS OTHERWISE INDICATED HAND HOLE WITH COVER W/ FUSES AND QUICK DISCONNECTS GROUT BASEPLATE WITH NON- SHRINK CONTRACTOR TO INSTALL ANTENNA CABLE TO ANTENNA CONNECTION IN TELEMETRY PANEL ANTENNA AND ANTENNA CABLE CALVERT TECHNOLOGIES OR EQUAL TO TELEMETRY PANEL IN CONTROL ROOM. 2" GRS CONDUIT, SECURE TIGHT TO POLE FROM BASE OF CONC. TO BASE OF ANTENNA PER CITY REQUIREMENTS BOLT COVER ANCHOR BOLTS INSTALL PER POLE MANUFACTURER'S STD. GROUT ec SIUI;VNt 3/4" CHAMFER TYP. CAULK AT EDGE GRADE •I- — -�I— I I I I-- — J• = I 6- 5 _ _ _ T _ I--►— BARS i l II} I UI r I I'I -' -j'� EVENLY •I I r i I I _ -_ - — I 1 �I II I I I I — _ � / � — _ I i . � SP ACE D CONDUIT FROM N -- USE COMMERCIA L L PANELBOARD LC " 1 I I GRADE CONCRETE CIRCUIT #5 2012. 112G, 3/4 C _ 1 4 - #4 HOOPS O 8 " O.C. . 8 O.C. TOP, BALANCE O 12" O. C. z Li I 1 Q 1 — A 2 r CLEARANCE ANTENNA CABLE, SIZE PER MOTE: MFG'S RECOMMENDATIONS IN ROUND CONCRETE STRENGTH SHALL BE 3,000 PSI 1" PVC CONDUIT CONCRETE PIER AT 28 DAYS. REINFORCING SHALL BE ASTM A615 DEFORMED, GRADE 60. C38 YARD LIGHT /TELEMETRY SCALE: N.T.S. ELECTRICAL SYMBOLS ABBREVIATIONS AND DETAILS SOUTH 180th STREET GRADE SEPARATION • i 129 DETAIL z0B RECORD COPY-_ no dote , revisions r -v- Za 2 P'1 0 ;> H U C40 shut 40 of 144 job- no A00084 scale AS SHOYM dote 20—Fb -2001 u oc C v 1 Cni N c T ^N z a cv v� 'v c v c 0 v V V E E V 0 v t 0 v �3 sr E V 0 r C O C 0 v E L- 0 c r 0 c v 0 C 0 v 0 0 N .` r 0 C D 3 U o� r w� V Q v t U 0 0 0 N rn r Q 3 t 3 a C v V v C v .E 0 0 c v, .A v r — G -� - W- -w -w w w - w__ _ w W- - NORTH WALL CAP 1 WET WELL CEN TE 6 0 UNDERDRAIN C39 A -LINE 18 +07(4 CDSM LIMIT PRECAST WET A SEE SPECIFICATI -UD UD UD UD UD U D UD ---UD UD UD D x X- x f SIDEWALK UDUDUD UDUD - UD - UD -UD -UD UD- UD- UD -UD -UD 17+50 18 +00 A -LINE (CL SOUTH 180TH STREET) 1 NEW VAULT LOCATION I A18 +14 (A1.5'LT) (VAULT SUPPLIED BY OWNER) f J -- I G3G G3D • = �� ! G3A NEW POLE LOCATION -- A18 +03.5 (40' LT) - G3E G5A G3E GY G3H CONDUIT RUNS, SCALE: N.T.S. Jew I] . CJ E ENGINEERING- STREETS- WATER- SEWER- PARKS- BUILDING- ar s.+Ms a► N*d Ilfoy r8 BARS of w a" oy modim Fr #mm- a I.-- IAA I C4AP iAvqs l C-41A. f*q Sowk- s op PROPOSED UTILITIES P ~-- T ---`„- T T ___. __ T_ _ T T F P - P--- - ----- p -- p T T---- _____ T -- -- ----- F P P T ---~ T T _ T SEE DRAINAGE FLAN AND DRAINAGE PROFILE - ELECTRICAL SITE PLAN_ SCALE: 1"=5'—O" G31F /—G36 /--G3G G3E G3C G3H G3A 2A T -- SD ---"' 'D -PROPOSED 3/4" WATER SERVICE PER RENTON WATER STANDARD DETAIL D ---UD UD - ----UD D - -UD IUD - ----UD ---UD UD UD UD UD --UD -- ----LID --UD UD UD UD UD 18+50 G2F �— G5A G2E �G1C G3D � — G1B WY G2C L G,' B G56 G2D FINAL TELEMETRY ANTENNA LOCATION " 5 0 5 10 1" 5' MMEW scale feet ROLL 0.. 1 G4E G4F G4A G4D G413 ' G4C 'L—G1 A ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT ON PLANS. 2. 480 VOLT WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS. 3. ALL WIRE SHALL BE A MINIMUM SIZE #12 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULTS/BUILDINGS. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES REQUIRE A UNK --SEAL FITTING AROUND THE CONDUIT. PENETRATION SHALL BE WATERTIGHT. ID-28�ZOG PUMP STATION ELECTRICAL SITE PLAN SOUTH 180th STREET GRADE SEPARATION { 13.0 Z.. H I� U C41A 1- 1 - -- - �---------- - - - - -- - -- - -- - - sheet4lAof 144 _ I - -- job no A00084 A APAS. AS BUILT _ scale AS SH01MV no date revisions dote 20—Feb -2001 -= ge" 7 I CJ 4 C 1 c N > N C I C tz �N 4 by date CONSULTANTS designed MD 2/20/81 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 95003-2600 = N G . It _ _ q s VOICE: (206 )431 -2300 FAX: (206)431 -2250 drawn BJA 2/20/01 checked GLP 2/20/01 pro j eng CCW 2/20/01 proj dir GLP 2/20/01 fdd bk no ROLL 0.. 1 G4E G4F G4A G4D G413 ' G4C 'L—G1 A ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT ON PLANS. 2. 480 VOLT WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS. 3. ALL WIRE SHALL BE A MINIMUM SIZE #12 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULTS/BUILDINGS. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES REQUIRE A UNK --SEAL FITTING AROUND THE CONDUIT. PENETRATION SHALL BE WATERTIGHT. ID-28�ZOG PUMP STATION ELECTRICAL SITE PLAN SOUTH 180th STREET GRADE SEPARATION { 13.0 Z.. H I� U C41A 1- 1 - -- - �---------- - - - - -- - -- - -- - - sheet4lAof 144 _ I - -- job no A00084 A APAS. AS BUILT _ scale AS SH01MV no date revisions dote 20—Feb -2001 -= ge" 7 I CJ 4 C 1 c N > N C I C tz �N 4 i 4i v c v� 10 C v C 0 0 V E c E 0 0 10 u r v 10 0 c c o� U 0 v a, r c 0 C v E c 0 L w 0 C v 0 C 0 v a� v V v N Ic 0 r U ai a v r U c v 0 0 N co rn U Q 3 r .3 c v L_ 0 v v C 'v u `c 0 0 O c �A v r N OTEI 1. ADJUST /SIZE OVER HEATER ELEMENT TO PROTECT THE ACTUAL MOTOR FURNISHED. 2. PROVIDE CONTROL POWER TRANSFORMER SIZED FOR THE ACTUAL LOAD SERVED BY SECONDARY TRANSFORMERS. 3. UTILITY METER AND MAIN DISCONNECT SHALL BE MOUNTED ON CONTROL PANEL ENCLOSURE. INSTALL METER BASE AND MAIN DISCONNECT AS PER PUGET SOUND ENERGY STANDARDS. 4. PUGET SOUND ENERGY SHALL PROVIDE IN ADDITION TO PRIMARY CONDUITS AND WIRES, THE SECONDARY RUNS FROM THE TRANSFORMER TO THE POINT OF CONNECTION AS SHOWN ON DRAWINGS. CONTRACTOR SHALL COORDINATE WITHPUGET SOUND ENERGY PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL COORDINATE WITH PUMP SUPPLIER AND PROVIDE CONNECTIONS FOR PUMP MONITORING UNIT (PMU). 6. CONTRACTOR SHALL COORDINATE WITH PUMP SUPPLIER AND PROVIDE REQUIRED PENETRATIONS AND SEAL OFFS IF THE CONTROL CONDUCTORS ARE NOT INCLUDED IN THE POWER CABLE. 7. LEVEL TRANSDUCER SHALL BE SUITABLE FOR CLASS ONE DIVISION 1 LOCATION. CONDUIT SCHEDULE N. R P: CON. RUN: FROM: TO: VIA FOR SIZE: CONDUCTORS: 1 A UTILITY TRANSFORMER MAIN CIRCUIT BREAKER (SUSE) CCW POWER NOTE 4 2 #3, 1#3N, 1 B\ MAIN CIRCUIT BREAKER T0 AT1C RANSFER POWER 2 1/2" 2#3, 1 �3 1 �8G (SUSE) SWITCH 1 C A OMATIC TRANSFER POWER DISTRIBUTION POWER 2 1/2p' 2/#3/.1#3N. 18G SWI H BLOCK 1 D STANDB GENERATOR AUTOMATIC TRANSFER STANDBY 2 1 /2" 2 #3, 1#3N, 1#8G MAIN BRE ER SWITCH POWER G2 CONTROL PA SEAL OFF SPARE 2 /2" MARK BOTH ENDS OF ENCLOSURE VAULT CONDUIT G3 CONTROL PANEL WET WELL SEAL OFF 3 A, 3B, 3 3D, 3E, ENCLOSURE VAULT 3 A CONTROL PANEL P P No. 1 SEAL OFF SE KRMP EAK, 2 " MANUFACTURE SUPPLIED ENCLOSURE VAULT 0 CABLE 3 B CONTROL PANEL PUMP N 1 SEAL OFF POWER OVERTEMP 2 1/2m MANUFACTURE SUPPLIED ENCLOSURE VAUL CABLE 3 C CONTROL PANEL WET WELL SEA OFF A T AND FLOAT 1" 2 #14 ENCLOSURE 3 D CONTROL PANEL WET WELL SEAL OFF LEVEL TRANSDUCER " 1 1/2" MANUFACTURE SUPPLIED ENCLOSURE VAULT CABLE 3 E CONTROL PANEL PUMP No. 2 S L OFF SEAL LEAK, 2 " MANUFACTURE SUPPLIED ENCLOSURE VA T OVERTEMP CABLE 3 F CONTROL PANEL PUMP o. 2 SEAL 0 POWER OVERTEMP 2 1/2- MANUFACTURE SUPPLIED ENCLOSURE VAULT CABLE CONTROL PANEL ARE PULL TWINE, CAP AND 3 G ENCLOSURE AL OFF VAULT 2" MARK BOTH ENDS OF G4 CONTROL PANEL STANDBY GENERATOR 4A, 4B, ENCLOSURE 4 A AUTOMATIC 7ASFER STANDBY GENERATOR CONTROL 6 #14, 1 #14G SWITCH CONTROL PANEL 4 B CONTRePANEL STANDBY GENERATOR CONTROL 1" 14, 114G ENCL CONTROL PANEL 4 C P NELBOARD GENERATOR BLOCK HEATER/BATTERY POWER 3 / " 4 1 10 , 10N, 110G CHARGER 5 PANELBOARD YARD LIGHT POWER 3/4" 1 #12, 1 #12N, #12G OF SIZE PER MFG'S B TELEMETRY ANTENNA TELEMETRY PANEL RADIO RECOMMENDATIONS *ILA Tj BL.IC W(D I Z�S L . ' / j- �s'� — ENGINEERING— STREETS — WATER — SEWER— PARKS— BUILDING- k � � 1zl ;..., All oN, 1908 JaO ,soWa W *a MO r 16 NO VI AW" a I1� N � I Id+►9� I�- ��8. o� .scv� q r 1>•28420D °Y ° °'° CONSULTANTS designed MD 2/20 /01 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98�y00+3� -2600 E v _ E q S H ;. VOICE: (206)431 -2300 FAX: (206)431 -2250 drown 8JA 2/20/01 checked GLP 2/20/01 prof eng CCW 2/20 /01 pro) d1r GLP 2/20 /01 Feld Ok no ROLL 201 /AUXILIARY GENERATOR 5 Kv 480V, H G CONTROL PANEL ON GENERATOR T AMS A s AIN SERVICE BREAKER ON GENERATORS T (NOTE 6 SEAL OFF TYPICAL - f ..s• LA /1Z-1 ucHnNc ARRESTOR � (NOS s) �I :::rl PRIMARY PO R UNDERGROUND RIMARY CONDUC BY PUGET ND ENERGY (NOTE 4) PA MOUNT SO ND nn 480V, _ 3 H I KWH I ME R BASE BY I NTRACTOR TO UGET SOUND ENERG STANDARDS (NOTE OF 1A 5 A BREAKER, 10 FR 100A, 22KAIC, OCKABLE EMA 3R (SUSE) (NO 3) #8 ROUND 8x3/4" GROUND G 5\ IP2 -XFMR (NOTE 2) roMnnc TRANSFER SWITCH N ASCO APPRO' 2P -60A 'S IP2 -XFM (NOTE VMR VOLTAGE OFT �R MONITOR RELAY 2 1 LEVEL TRANSDUC C.T. IT (NOTE OL'S (NOTE 1) ISR gw,A�i ALL PUMPS ON LEVEL SENS( EQUAL) —PC BL DISTRIBUTION (480V) i i /,3 ER TO PH \ M.L.O. C.T. � LOAD IT � CE R 1 /240V DL' OA MAIN �� BREAKER "LC" tPMU (NOTE /5) L &3..l eUN 1 PUMP N o. 2 20 HP PUMP S T A T 10 SCALE: A.T.S. 5 /EQUICONTROL PANEL Q ENCLOSURE NE 12 VALENT CT LT J-B 2'W X 3'L X 2'D -7 / 40C WET WELL ONE-LINE DIAG PUMP STATION PROPOSED ONE -LINE DIAGRAM SOUTH 180th STREET GRADE SEPARATION F I;t� oil 3.1 NO r"1 0 H U C41 B - � -- 1 -- - -- - - -- -- - /S ! RECORD COPY sh.et41 Bof 144 - - -_- �/�1 AODEN DUM 5 job no A00084 p/IO ADDENDUM 1 _ -- - mde AS SHONIN f- no I dote revisions dote 20- Feb -2001 -tom -4e402 4 4 c V� 0C c f N M c w > > 1 T. N 177 C C r. r ELI c v+ c v c 0 v v V E c E V r a� v 0 c 3 c a> E V O 'r c O c 0 v E 0 c v r 0 c v 0 c 0 v a� 0 N O r v c D 3 U n� a v r U c v 0 0 N rn Q 3 m �3 m V c 0 V v c v V 'c 0 V O 0 v► A v z Cam; CONDUIT SCHEDULE ON. ROUP: CON. RUN: FROM: TO: VIA FOR SIZE: CONDUCTORS: G1 checked UTILITY POWER STATION SERVICE pfo j eng IA. 1 B, 1C 2/20/01 pro j dir 1 A UTILITY TRANSFORMER UTILITY DISCONNECT POWER NOTE 4 2 #3, 1 #3N, 1 B UTILITY DISCONNECT UTILITY METER POWER NOTE 4 2 #3, 1 #3N, 1 C UTILITY METER AUTOMATIC TRANSFER SWITCH POWER NOTE 4 2 #3, 1 #3N, G2 VARIOUS POWER SOURCES VARIOUS POWER DESTINATIONS 2A, 2B, 2C, 2D, 2E, 2F 2 A AUTOMATIC TRANSFER SWITCH SECONDARY DISCONNECT POWER 2 1/2" 2 #3, 1#3N, 1#8G 2 B SECONDARY DISCONNECT POWER DISTRIBUTION BLOCK POWER 2 1/2" 2 #3, 1#3N. 1#8G 2 C POWER DISTRIBUTION BLOCK CONTROL PANEL HIGH VOLTAGE OVERHEAD POWER 2 1/2w 2 #3, 1#3N, 1#8G 2 D POWER DISTRIBUTION BLOCK 480V TO 120/240V XFrmr OVERHEAD POWER 2 1/2" 2 #3, 1#3N, 1#8G 2 E 480V TO 120/240V XFrmr LOAD CENTER /PANEL BOARD UNDERGROUND POWER 2" 9999? ?? ?9999? 2 F LOAD CENTER /PANEL BOARD CONTROL PANEL ENCLOSURE - LOW VOLTAGE UNDERGROUND POWER 1" ? ? ? ? ? ? ? ? ? ? ? ?. G3 CONTROL PANEL ENCLOSURE WET WELL SEAL OFF VAULT 3A, 3B, 3C, 3D, 3E, 3F, 3G, 3H 3 A CONTROL PANEL ENCLOSURE PUMP NO.1 SEAL OFF VAULT PUMP CONTROLS 2 1/2" MANUFACTURE SUPPLIED CABLE LOW VOLTAGE &J-BOX 3 B CONTROL PANEL ENCLOSURE PUMP NO.1 SEAL OFF VAULT PUMP POWER 2 1/2" MANUFACTURE SUPPLIED CABLE HIGH VOLTAGE & J -BOX 3 C CONTROL PANEL ENCLOSURE WET WELL SEAL OFF VAULT FLOAT in 2 #14 LOW VOLTAGE & J -BOX 3 D CONTROL PANEL ENCLOSURE WET WELL SEAL OFF VAULT LEVEL TRANSDUCER 1-1/2* MANUFACTURE SUPPLIED CABLE LOW VOLTAGE & J -BOX 3 E CONTROL PANEL ENCLOSURE PUMP NO.2 SEAL OFF VAULT PUMP CONTROLS 2" MANUFACTURE SUPPLIED CABLE LOW VOLTAGE & J--BOX 3 F CONTROL PANEL ENCLOSURE PUMP NO.2 SEAL OFF VAULT PUMP POWER 2-1/2" MANUFACTURE SUPPLIED CABLE HIGH VOLTAGE & J -BOX 3 G CONTROL PANEL ENCLOSURE WET WELL SEAL OFF VAULT SPARE 2" PULL TWINE, CAP AND MARK LOW VOLTAGE I BOTH ENDS OF CONDUIT 3 H CONTROL PANEL ENCLOSURE WET WELL SEAL OFF VAULT SPARE 2" PULL TWINE, CAP AND MARK HIGH VOLTAGE BOTH ENDS OF CONDUIT 4A, 4B, 4C, 4D, G4 STANDBY GENERATOR VARIOUS LOCATIONS 4E, 4F, 4 A STANDBY GENERATOR MAIN BREAKER AUTOMATIC TRANSFER SWITCH STANDBY POWER 2-1/2" 2 #3, 1#3N, 1#8G 4 B STANDBY GENERATOR CONTROL PANEL AUTOMATIC TRANSFER SWITCH CONTROL in 6 #14, 1 #14G CONTROL PANEL ENCLOSURE in 4 C STANDBY GENERATOR CONTROL PANEL LOW VOLTAr� CONTROL 6 #14, 1#14G D GENERATOR BLOCK HEATER PANELBOARD POWER in 1#10, 1#10N, 1#10G 4 BATTERY CHARGER PULL TWINE, CAP AND MARK 4 E STANDBY GENERATOR CONTROL PANEL EAST CONTROL BUILDING WALL SPARE 2" BOTH ENDS OF CONDUIT PULL TWINE, CAP AND MARK 4 F STANDBY GENERATOR CONTROL PANEL EAST CONTROL BUILDING WALL SPARE 2" BOTH ENDS OF CONDUIT G5 VARIOUS LOCATIONS VARIOUS LOCATIONS 5A, 5B, 5C 4 A YARD LIGHT PANEL BOARD POWER 1" 1#12, 1#12N, 1#12G 4 B TELEMETRY ANTENNA CONTROL PANEL ENCLOSURE - LOW VOLTAGE RADIO in OWNER SUPPLIED CABLE IDIP 2 13 40 2 0'rm Jew _ 1908 I>UBLIC WORKS DEPT. - ENGINEERING - STREETS- WATER - SEWER- PARKS- BUILDING- Loo Sowd on ffed Moy !d 2" a ai aWW 0 hW wlen fie Som 0 W"VJA"P ICAX jowsAs J6- 4IMv 9 Scoff I RESPONSE TO RFI #063 lw v v lw V v V v PLEASE PROVIDE THE FOLLOWING ADDITIONAL PARTS FOR THE PUMP STATION CONTROL BUILDING ANDINSTALL PER THE ENCLOSED REVISED ONE --LINE DIAGRAM. PART DESCRIPTIONS ARE SUGGESTIONS ANDTHE ELECTRICAL CONTRACTOR MAY USE OR -EQUAL SUBSTITUTIONS. PLEASE PROVIDE INVOICE DOCUMENTATION FOR ADDITION PARTS TO BE BILLED USING FORCE ACCOUNT GUIDELINES. -3 -PHASE POWER DISTRIBUTION BLOCK - IN PUMP POWER PANEL. (COULD 63133 195 AMP MINI -POWER BOCK) -480 VOLT 3 -PHASE LIGHTNING ARRESTOR (DITEK DTG- 480 -3CM SURGE ARRERSTOR) -WALL MOUNTED 15 KVA 480 VOLT TO 240 /120 VOLT TRANSFORMER -240 /120 VOLT 1 -PHASE LOAD CENTER W /100 AMP MAIN AND 20 CIRCUITS (SQUARE 0 HOMELINE LOAD CENTER PART #HOM20M100C) WE WOULD ALSO LIKE TO HAVE THE ELECTRICAL SUBCONTRACTOR PROVIDE AND INSTALL A 30 AMP 1 -PHASE CIRCUIT BREAKER (COMPATIBLE WITH THE INTALLED � HARDWARE) IN THE MAIN PANELBOARD AS SHOWN IN THE REVISED ON LINE DIAGRAM. THIS BREAKER WILL BE UTILIZED TO PROTECT AND PROVIDE A DISCONNECT FOR THE 480 TO 240 /120 VOLT TRANSFORMER. THE CITY AGREES TO PAY FOR THE ADDITIONAL TIME NECESSARY TO MOUNT THESE ITEMS ON A FORCE ACCOUNT BASIS. PLEASE GIVE ADVANCED NOTIFICATION FOR THE WORK TO COMMENCE TO ALLOW OUR FIELD STAFF TO TRACK THE PROGRESS AND TIME. REQUIRED ADDITIONS: 1 ADD 480A, 3 PHASE POWER DISTRIBUTION BLOCK. WARE TO SOFT START BREAKERS AND PMR FUSES. 2 ADD 480A, 3 PHASE LIGHTING ARRESTOR TO MAIN PANELBOARD. 3 ADD 30AMP, 1 PHASE CIRCUIT BREAKER TO MAIN PANELBOARD. 4 ADD 15KVA 48OV, 1 PHASE TO 240 /120V, 1 PHASE WALL MOUNT NEMA 1 TRANSFORMER. 5 ADD 120 /24OV, 1 PHASE LOAD CENTER, 100A MAIN, 20 CIRCUITS. field ek no AUXILIARY GENERATOR 25 KW_ 31 KVA PRIMARY POWER PUMP No. 1 PUMP No. 2 LEVEL HIGH 20 HP 20 HP WETWELL SENSOR LEVEL FLOAT n PUMP STATION ONE -LINE DIAGRAM - J SCALE: N.T.S. _ ,. .. .� CONSULTANTS BERGER/AB" E N a N Z A S N L 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 PUMP STATION PROPOSED ONE -LINE DIAGRAM SOUTH 180th STREET GRADE SEPARATION . ROLL 27_0. l F IR 13.2 R A RECORD COPY 5 OA7 ADDENDUM 5- -- - - 1 e/70/* ADDENDUM 1 no dote' revisions ZBc. 2 • ZS ENERGY IDARD KW rER R C41 BB O H U _- she+41 B8f 144 job no A00084 - - - -___ -- wde AS SHOMIN dote 20- Feb -2001 Ej a�- J 4 v: (A U. c U ; lit h r. z N V. s M �N C �N by dote designed MO 2/20 /01 drawn 8JA 2/20 /01 checked GLP 2/20/01 pfo j eng 2/20/01 pro j dir GLP 2/20 /01 field ek no AUXILIARY GENERATOR 25 KW_ 31 KVA PRIMARY POWER PUMP No. 1 PUMP No. 2 LEVEL HIGH 20 HP 20 HP WETWELL SENSOR LEVEL FLOAT n PUMP STATION ONE -LINE DIAGRAM - J SCALE: N.T.S. _ ,. .. .� CONSULTANTS BERGER/AB" E N a N Z A S N L 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 PUMP STATION PROPOSED ONE -LINE DIAGRAM SOUTH 180th STREET GRADE SEPARATION . ROLL 27_0. l F IR 13.2 R A RECORD COPY 5 OA7 ADDENDUM 5- -- - - 1 e/70/* ADDENDUM 1 no dote' revisions ZBc. 2 • ZS ENERGY IDARD KW rER R C41 BB O H U _- she+41 B8f 144 job no A00084 - - - -___ -- wde AS SHOMIN dote 20- Feb -2001 Ej a�- J 4 v: (A U. c U ; lit h r. z N V. s M �N C �N u c° c� a v C v V u V E w u E V V u t u v -v �v ,c 3 C u V O n t c 0 C 0 v E 0 c u s w 0 c v 0 c 0 v v v u N O t v c D U vi 0 CL 0 r U 0 0 0 ro N rn Q 3 t �3 a V c 0 V v c v V O 0 c A t v 0 NOTE: THE PLAN AND SECTION SHOWN ON THIS DRAWING REFLECTS ONLY THE CONNECTIONS BETWEEN THE LEVEL TRANSDUCER AND FLOAT SWITCH TO THE SEAL —OFF VAULT. FOR ALL OTHER CONNECTIONS SEE SHEET C40. FLOAT SWITCH o I I I - M ' o LEVVEL TRANSMITTER I P LAN PUMP DISCONNECT VAULT r NEW 4'x4' UTILITY VAULT MOVE TYPE II i PROVIDE 4' OF EXTRA CORD IN LOOP. TIE W /PLASTIC TIE WRAPS. PROVIDE SUPPORTS AND CONDUIT PER MANUFACTURERS RECOMMENDATIONS (T� OUTFALL PIP PENETRATION THRU WET WELL. PIPE NOT SHOWN 1 f WALL OF PUMP STATION I `1 I CONDUIT TO LEVEL TRANSMITTER w H.W. ALARM—ALL L LIJ _ t PUMPS ON (FLOAT) EL 1.0 , fl PUMP NO. 2 ON EL. —0.3 • 1 PUMP NO. 1 ON EL. --1.5 R R S IN 1p STILLING WELL 6_ PUMPS OFF EL. —2.7 IONS & R MANUFACTURERS RECOMMENDATIONS FOR MOUNTING O BOTTOM OF WELL EL. —4.8 0 4 � Q A SECTION SCALE: 1/2"= V-10" I J** I L A I -�'LTB I�I C OIZ.�C DEFT' _ 4- '9�► ENGINEERING— STREETS — WATER — SEWER -- PARKS— BUILDING— 1908 fact Somv an Wed Moy ie N aj a%W oy A*mY w fdo Akan a IIAADIAWW ICAX IAv9s Ic- 41aaoq Sc* r #4 v 3G CABLE CONDUITS TO PUMP CONTROL PANEL b CONDUIT, UNION (EXPLOSION PROOF) PVC COATED CORD BUSHING- 2' MIN. PUMP POWER CABLE IN CONDUIT, ALTERNATIVE ; WALL OF PUMP STATION CABLE TRAY ALTERNATIVE* STRUCTURE SUPPORT DIA. S.S. OPEN HOOK EYE BOLT AND S.S. EXPANSION SHIELD CORD —GRIP WITH S.S. STRAIN RELIEFS ON ALL CORDS PUMP POWER CABLE * PER CONTRACTORS /MANUFACTURER SUBMITTAL TO THE ENGINEER PUMP POWER CABLE 5` "`E: N.T.S. SUPPORT DETAIL / ATHERPR F ACOUSTIC ENERATO MUFFLER GENER R HOUSI ONA 173 FEA RE /AIROU OR PPROVED QUAL 1 date designed 1 2/20%1 drown BJA Y LOCKI AND AIR I T �I 2/20 /01 PROVIDE SUPPORTS AND CONDUIT PER MANUFACTURERS RECOMMENDATIONS (T� OUTFALL PIP PENETRATION THRU WET WELL. PIPE NOT SHOWN 1 f WALL OF PUMP STATION I `1 I CONDUIT TO LEVEL TRANSMITTER w H.W. ALARM—ALL L LIJ _ t PUMPS ON (FLOAT) EL 1.0 , fl PUMP NO. 2 ON EL. —0.3 • 1 PUMP NO. 1 ON EL. --1.5 R R S IN 1p STILLING WELL 6_ PUMPS OFF EL. —2.7 IONS & R MANUFACTURERS RECOMMENDATIONS FOR MOUNTING O BOTTOM OF WELL EL. —4.8 0 4 � Q A SECTION SCALE: 1/2"= V-10" I J** I L A I -�'LTB I�I C OIZ.�C DEFT' _ 4- '9�► ENGINEERING— STREETS — WATER — SEWER -- PARKS— BUILDING— 1908 fact Somv an Wed Moy ie N aj a%W oy A*mY w fdo Akan a IIAADIAWW ICAX IAv9s Ic- 41aaoq Sc* r #4 v 3G CABLE CONDUITS TO PUMP CONTROL PANEL b CONDUIT, UNION (EXPLOSION PROOF) PVC COATED CORD BUSHING- 2' MIN. PUMP POWER CABLE IN CONDUIT, ALTERNATIVE ; WALL OF PUMP STATION CABLE TRAY ALTERNATIVE* STRUCTURE SUPPORT DIA. S.S. OPEN HOOK EYE BOLT AND S.S. EXPANSION SHIELD CORD —GRIP WITH S.S. STRAIN RELIEFS ON ALL CORDS PUMP POWER CABLE * PER CONTRACTORS /MANUFACTURER SUBMITTAL TO THE ENGINEER PUMP POWER CABLE 5` "`E: N.T.S. SUPPORT DETAIL / ATHERPR F ACOUSTIC ENERATO MUFFLER GENER R HOUSI ONA 173 FEA RE /AIROU OR PPROVED QUAL field bk no 1VSTAN BX GFNERATOR SC E: N.T. . x — z 7 CONSULTANTS .*001*j 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 . N - ` Q s N C. VOICE: (206)431 -2300 FAX. (206)431 -2250 ROLL 20.� rAl by date designed MD 2/20%1 drown BJA Y LOCKI AND AIR I T GLP 2/20 /01 prof eng CCW 2/20 /01 p ro j dir GLP PADLOC LE (BO SIDES) TO N DOOR TCH G ND WIRE TIROL ANEL 3._O" S L OFF, ONDUIT ., REFE TO SITE P ) DOUBLE LL 3 PU CO NE V LT - P AN — SC E: N.T. . SUB —B E FUE ANK #4 016" j x5' . TOP A ( CONCRE OTTOM E H WAY SLAB GROU ROD 3 / x 10' — 0" 1.1 1 • :. ; - Q 1 . .... _ T._:k ; - -- N FIN a • - -- ___..... �_ • w 1 • 1 , 1 1 A ADE • f ; ;• ; ; 1 • • • • 1 1 1 1 • • 1 1 • � b b RK 99 FO DAYTON AVEL TO TEL ETRY PA F M PANE OARD 6" MINIM U FROM ENERATO CONTROL 0 BATTE CHARGE FROM ANSFER PA L (GENER OR FAIL ARM) & BLOC HEATER SWIT TO GEN ATOR M BREAK �'EV ION ROM TR FER SW TO 1. RE FE 0 SIZE P N FOR C CETUAL GENERA R CONTR PANEL NOT T SCALE CO UIT ROU G, SEE C A. THE NTRACT SHALL D RMIN TH ACTUAL L ATION OF CONDUIT. 2. CON CTOR SH VERIFY TUAL GE STRUM P / DI PADI�S OR TO field bk no 1VSTAN BX GFNERATOR SC E: N.T. . x — z 7 CONSULTANTS .*001*j 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 . N - ` Q s N C. VOICE: (206)431 -2300 FAX. (206)431 -2250 ROLL 20.� rAl by date designed MD 2/20%1 drown BJA 2/20 /01 checked GLP 2/20 /01 prof eng CCW 2/20 /01 p ro j dir GLP 2/20 /01 field bk no 1VSTAN BX GFNERATOR SC E: N.T. . x — z 7 CONSULTANTS .*001*j 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 . N - ` Q s N C. VOICE: (206)431 -2300 FAX. (206)431 -2250 ROLL 20.� rAl GENERATOR HOUSING NOTES: - •• - N/ 1. BASE SIZE AND DETAILS CHANGED ARE ONLY SHOWN HERE FOR ADDITIONAL DETAILS OF BASE SLAB AND C NDUITS ETC. REFER TO SHEET C41C OF PLAN SET DETAIL 4 2. ADJUST REBAR DETAILS TO FIT NEW SLAB DIMENSIONS. USE #4 REBAR ON 12" CENTERS, EACH WAY, TOP AND BOTTOM. 3. CONTRACTOR TO PLACE SPECIFIED CONDUITS BASED ON LOCATIONS RECOMMENDED BY GENERATOR SUPPLIER. 4. PROVIDE TWO ADDITIONAL CONDUITS THROUGH GENERATOR PAD FOR FUTURE USE. GENERATOR HOUSING �- -VENT END CONCRETE BASE SLAB —� 5' sm ELEVATION VIEW 16' 10' 1 in N in in 2.5 � GENERATOR NOTES: REFER TO SITE PLAN FOR CONCETUAL 3.125' CONDUIT ROUTING, SEE C41A. THE CONTRACTOR SHALL DETERMIN THE ACTUAL LOCATION OF CONDUIT. 2. CONTRACTOR SHALL VERIFY ACTUAL GENERATOR DIMENSIONS PRIOR TO CONSTRUCTING PAD. 1 STANDBY GENERATOR R /p\ SCALE: N.T.S. _ /\ g::j 464M WET WELL AND STANDBY GENERATOR SOUTH 180th STREET GRADE SEPARATION 13 3. W r1 O H U C41 C sheet41Cof 144 -- - - -_ - - - - - -- job no A00084 ARY"AS'RECORD COPY scde - - AS SHOWN no I date+ revisions date 20 –Feb -2001 • r 4 0 c oc c f v c J r �r C 1 C r"5 k�J UMP DIS NECT V T, TYPE J—BOX, x3'Lx2'D TO N TIROL ANEL 3._O" S L OFF, ONDUIT ., REFE TO SITE P ) 3 PU CO NE V LT - P AN — SC E: N.T. . GENERATOR HOUSING NOTES: - •• - N/ 1. BASE SIZE AND DETAILS CHANGED ARE ONLY SHOWN HERE FOR ADDITIONAL DETAILS OF BASE SLAB AND C NDUITS ETC. REFER TO SHEET C41C OF PLAN SET DETAIL 4 2. ADJUST REBAR DETAILS TO FIT NEW SLAB DIMENSIONS. USE #4 REBAR ON 12" CENTERS, EACH WAY, TOP AND BOTTOM. 3. CONTRACTOR TO PLACE SPECIFIED CONDUITS BASED ON LOCATIONS RECOMMENDED BY GENERATOR SUPPLIER. 4. PROVIDE TWO ADDITIONAL CONDUITS THROUGH GENERATOR PAD FOR FUTURE USE. GENERATOR HOUSING �- -VENT END CONCRETE BASE SLAB —� 5' sm ELEVATION VIEW 16' 10' 1 in N in in 2.5 � GENERATOR NOTES: REFER TO SITE PLAN FOR CONCETUAL 3.125' CONDUIT ROUTING, SEE C41A. THE CONTRACTOR SHALL DETERMIN THE ACTUAL LOCATION OF CONDUIT. 2. CONTRACTOR SHALL VERIFY ACTUAL GENERATOR DIMENSIONS PRIOR TO CONSTRUCTING PAD. 1 STANDBY GENERATOR R /p\ SCALE: N.T.S. _ /\ g::j 464M WET WELL AND STANDBY GENERATOR SOUTH 180th STREET GRADE SEPARATION 13 3. W r1 O H U C41 C sheet41Cof 144 -- - - -_ - - - - - -- job no A00084 ARY"AS'RECORD COPY scde - - AS SHOWN no I date+ revisions date 20 –Feb -2001 • r 4 0 c oc c f v c J r �r C 1 C r"5 k�J u v v v V u V E c u E U O r v �v c a c u E v 0 r W C 0 C 0 E ,c a� t 0 c v 0 C 0 v a� Z n� N 0 r v 3 0 a O r U v 0 n 0 N 0) Q 3 r 3 0 V C v 0 V V v c v 'c 0 V 0 0 a �A A t .4 NP -27 LEVEL TR'ANSDU won won man man mm an 0 0 0 0 0 c 1" DIA TELEMETRY ANTENN 1" DIA TELEMETRY ANTENNA--/ FO% LEVEL INDICATION ANO HIGH LEVEL ALARM AMP 1' DIA LEVEL INDICATION C��a 1" DIA HIGH LEVEL ALARM CONTROL Pump Station 12 Pump 1 Pump 2 CONSULTANTS CIRCUIT AUTOMATI 2/20 /01 COMMON NO 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 ` 1% " - N _ .1 S - " ` VOICE: (206)431 -2300 FAX: (206 )431 -2250 dram 8JA 2/20 /01 BREAKE TRANSF RELAY 2/20/01 p ro j en g CCW 2/20 /01 proj dir GAP SWITC field bk no P -1 NP -2 — AMPERES 6 AMMETER -- NP -3 o NP— CIRCUIT BREAKER KNOB — MOTOR 8 CIRCUIT BREAKER KNOB — RUN 9 SELECTOR SWITCH CIRCUIT H —O —A 10 SELECTOR SWITCH — H —O —A 11 BREA RS GREEN RUN 12 NP -21 GREEN RUN 13 LIGHT RED NP -7 f I NP— LIGHT RED HIGH WINDING TEMPERATURE 15 LIGHT RED OVERLOAD 16 1 LIGHT RED QVERLOAD 17 1 LIGHT AMBER PUMP SEAL LEAK 18 ST TERS AL [ AK p_g NP -10 RED HIGH WET WELL LEVEL 20 BUTTON RED NP -11 NP— CIRCUIT BREAKER KNOB — PANELBOARD NP 13 Q —14 P -151 NP -16 LO NP-1 7 Q NP-1 C C" TER I INSICA AFE PU NP 19 CONTRO E FCI RECE ACLE C TR P E CO RO PA EL .INN R 00 R GEWtNT NOT TO CALE NOTES• OT TO S LE 1. CLOSURE HALL BE MA 4X. . PROVIDE OUNTING GS FOR OA METE BASE AN MAIN BRE ER. 3. PHYSI L DIMENS NS OF C TROL AND LEMETR PANELS ALL BE R MANUF TURER'S COMMEN TIONS. won won man man mm an 0 0 0 0 0 c 1" DIA TELEMETRY ANTENN 1" DIA TELEMETRY ANTENNA--/ FO% LEVEL INDICATION ANO HIGH LEVEL ALARM AMP 1' DIA LEVEL INDICATION C��a 1" DIA HIGH LEVEL ALARM CONTROL Pump Station 12 Pump 1 Pump 2 CONSULTANTS designed MD 2/20 /01 COMMON NO 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 ` 1% " - N _ .1 S - " ` VOICE: (206)431 -2300 FAX: (206 )431 -2250 dram 8JA 2/20 /01 z 1/20 an 2 1/20 oin PUMP PUMP POWER POWER PANEL NOT TO SCALE " "� J \' IZll<s 1E) NO TJ13L.� D IE ENGINEERING— STREETS— WATER— SEWER— PARKS— BUILDING- �� 2 s� 1908 * � Last Sowd on #*d Ilor 18 2= al X OYW oy l+WWa, fib AfomR a (.&W ~ I CAW Wrgs IC-f9. d9 .Scsfa 1 04 Lod uco 2" SPARE BACK —UP FIRE FLY POWER SUPPLY POWER SUPPLY METROCOM RADIO RUGID DISPLAY RELAYS TELEMETRY PANEL ARRANGEMENT NOT TO SCALE ROLL 201 PILOT DEVICE SCHEDULE by date CONSULTANTS designed MD 2/20 /01 COMMON NO 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 ` 1% " - N _ .1 S - " ` VOICE: (206)431 -2300 FAX: (206 )431 -2250 dram 8JA 2/20 /01 checked GLP 2/20/01 p ro j en g CCW 2/20 /01 proj dir GAP 2/20/01 field bk no 5 ROLL 201 PILOT DEVICE SCHEDULE NO. DEVICE COLOR NAMEPLATE 1 — — PUMP 1 2 — — PUMP 2 3 HOUR METER — RUN TIME HOURS 4 HOUR METER — RUN TIME HOURS 5 AMMETER — AMPERES 6 AMMETER -- AMPERES 7 CIRCUIT BREAKER KNOB — RUN 8 CIRCUIT BREAKER KNOB — RUN 9 SELECTOR SWITCH — H —O —A 10 SELECTOR SWITCH — H —O —A 11 LIGHT GREEN RUN 12 LIGHT GREEN RUN 13 LIGHT RED HIGH WINDING TEMPERATURE 14 LIGHT RED HIGH WINDING TEMPERATURE 15 LIGHT RED OVERLOAD 16 1 LIGHT RED QVERLOAD 17 1 LIGHT AMBER PUMP SEAL LEAK 18 LIGHT AL [ AK 19 LIGHT RED HIGH WET WELL LEVEL 20 BUTTON RED RESET HIGH WINDING TEMPERATURE 21 CIRCUIT BREAKER KNOB — PANELBOARD CONTROL PANEL NAMEPLATE SCHEDULE NOT TO SCALE LOCATED IN FIELD LOCATED IN TELEMETRY PANEL 4 -20 mA I i G I I I I LEVEL TRANSMITTER _ a0000 LT Ik,,- l � J v- 120V AC LE SUBMERSIBLE PRESSURE TYPE LEVEL TRANSDUCER PRESSURE TRANSDUCER H LOOP DIAGRAM NOT TO SCALE PLC EXISTING ANALOG INPUT MODULE TRANSMITTER NOTES: 1. H —O —A ON CONTROL PANEL TO CONTROL PUMP N0.1 AND PUMP N0.2, RESPECTIVELY. 2. INDICATOR LIGHTS SHALL BE MOUNTED ON FRONT DOOR OF CONTROL PANEL. 3. NEW PLC (RTU) do RADIO TELEMETRY IN STATION. CONNECT INPUTS do OUTPUTS SHOWN TO TERMINALS. CONTRACTOR SHALL MAKE ALL CONNECTIONS AND PROVIDE ALL PROGRAMMING REQUIRED AT MAIN OFFICE. 4. WIRING DIAGRAM APPLIES TO SOFT START FOR PUMPS N0. 1 do NO 2 RESPECTIVELY. 5. COORDINATE WITH POWER COMPANY AND OWNER PRIOR TO POWER CONNECTION. 1) 249,4211 CONTROL PANEL AND TELEMETRY DIAGRAMS SOUTH 180th STREET GRADE SEPARATION 0 F im P'1 O U C41 RFCORO COPY_ job no A00084 — ADDENDUM NO. --s— scde AS SHOIMV rip dote ! dote 20—Feb-2001 C a 1 o`- C C', v Cr. J N c C r- r V 7 v c v� c v c 0 v V U E w C V E V O -v a� r 0 v •v >v C 3 C O E U O .0 h L C O C O O E 0 c v s 0 c v 0 C O 4-0 v 0 `v n� N .` O .0 v c D 3 U CL .0 U 10 C v 0 0 en N to U Q 3 t u U c v 10 L. O V V v c 0 V 'c 0 V O C A O t v 5 E .s PUBLIC WORKS DEPT. — ENGINEERING — STREETS— WATER — SEWER — P ARK S— BUILDING- 1808 . ime wed alloy 18 2" o1 GJ-Qvw by hwWdleft fdo #am a W" WCAW Ic" i4sw ic - 411. dvg .scda 1 by I ° °" CONSULTANTS designed MO 2/20/01 r BERGER/ABAM E N a: F R s: R woe drawn BJA 2/20/01 checked GLP 2/20 /01 prOj eng CCw 2/20 /01 p ro j dir G'L P 2/20 /01 I field bk no 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 CONTROLPANEL ELEMENTARY DIAGRAMS SOUTH 180th STREET GRADE SEPARATION . ROLL 0. 1 F R 1143.5 I� r 2A RECORD COPY * ADDENDUM 5 ADDENDUM 1 no I dote revisions -Z:l Zer.2 • _ C41 E shsec41 Eot 144 O U job no A00084 scale AS SHOIMr dote 20 —Feb -2001 11 L' J c 0, r� x C V: h c > N v T ' N C �N