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HomeMy WebLinkAboutD-286210u 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