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HomeMy WebLinkAboutzS-2321SetPOND \� RAMP PER CITY OF RENTON STD. DETAIL -- VAL�(,FA'' VAULT- - DISCHARGE LINE VENTS 18' - 1 4' NC. PUMP CONT 0 & TELMETRY pSL CONTROL ,. N 2• ,rte .pp F P-L �j2.TJ61.L T4�r'� I-Oc)Y LoGA,rtO6L SET IR /CAP 46rt Ny6 / N aa17o4 w 2 SEE OFF8ITE EXIST. GRAVEL DRIVE SHEET 6 z7o9z' END PIPE 07 W __ + - x ° I II SANITARY SEWER NOTES AND SPECIFICATIONS - ExiS;. d" GAS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE SSMHg7 STANDARDS AND SPECIFICATIONS OF THE CITY A RE WTH AND THE STA 3 +30.38, 13' LT. LATEST EDITION OF THE WSDOT /APWA STANDARDS AND z ' ( ) SPECIFICATIONS. RIM = 462.1+ MATCH PAVING NV = 4s4.6o Z THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE }' LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE PARTIALORAFULL, DIVISION T 277- + 6222- ALL STREET CLOSURES, O BE i L,- ' APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 3 THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE FENCE WET C_34- _ + NOTIFIED 24 HOURS IN ADVANCE. I 4�2 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD WELLALVE r : SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" VAULT __, _ PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS 6., -3 -I. ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON GATE VALVE �� i STANDARD SPECIFICATIONS. t['-' " 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 4 p„ AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE 8 GATE 4" DISCHARGE .. >� - _ TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 1 2 11 �2 I 1 C 4 ("* DISTURBANCE. 5. A PRE CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL CURB CUT----,, A- 0-) C-24" C -24 MIN. F_F_ - I 2 BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE INLET MIN. F.F. MIN. F.F. 26' EASEMEN ELEV = 458.9 I THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY FOR UTILITIES & " MIN. F.F. PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE ELEV = 460.6 ELEV = 459.7 EMERGENCY LEV = 458.9 I 22 t IST. GRAVEL VEHICLE ACCESS LIFT STATION m ASPHALT ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT tS 3 DCVA ASSEMBL _36° DRIVE SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY Y'S Bi'. OTHERS fO STA D +71 2,5 LT STA 1 +38 2.5 L INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL "- INV 0+711 INV= 457.61 ±- CONSTRUCTION N STA 1+ 72,5 LT 45a �i A110N; LIFT STATION SITE DETAIL 18' VC NV =45 86 (j 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS 02.00% NV- 456.62 -_ - -c, 18' 6 "PVC 02°00% x AND OTHERS CON THECCONSSTTRUCTIONASITEFOR THE SAFETY OF WORKERS SCALE 1 " =5' 1 STA 2+03 2,5. LT. -' 1 _ _ -STA 2 +50, 24' LT. • - CONG PAD TO 45' BEND ./THRUST BLOCKING OR TO ®2.00R ' ,.-f-18, 6 'PVC LIFT STATION ` 7. ITS ALL BE THE RESPONSIBILITY F THE CONTRACTOR w /VINYL CHAIN SLATS LINK PER WSDOT CONSTRUCTION. USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 30'.,.8 "p. C. -- -� 02.00% _ m - -tic➢n -a' :>�'` - -!`- _ 4 DL PRESS RE SEWER = - 16• -8 ELL -- = STANDARDS 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT _ _ - D _ SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER -. L CL50 _ STA H2+461 21t MATCH PAVING 0.409° ) PLANS. - ..20'5 PAVINGf .20 PAVING _ _ - - ® INV - 454 °20(N &W) INV = 454.10(5) BE ON THE JOB SITE / -- 4 - - f # 9. A COPY OF THESE APPROVED PLANS MUST WHENEVER CONSTRUCTION IS IN PROGRESS. 02.00% _ 20'6 °PVC s " - -( " -_ T 10./ THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN '- 20'• -6 PVO. Y AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN 02.00% 009 - - -a -� - - -� 20 ePVC �- '211;•••6 "PVC. STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR E _ EXIST Z" RCP - N / INV= 458.55 ' 02.00% STA 0 +77 2,5 RT '_ INV =457 41i INV- 5 Ir -' _ t a LICENSED PROFESSIONAL SURVEYOR A INV= 456.29 - 4NV- 455.79 STA 1 +35 2,5 RT STA +76 2,5 RT _ ; _ 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE STA 0 +40 m �_.... _.STA 2 +29 z5 RT - STA 2+62 2,5 T - tO _ - - o PIPE IN LAYERS WITH A DOSE AVERAGE DEPTH OF 6 INCHES SSMH #3 TYPE II 48" - + � MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO rr^^ RIM = 467.41 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND INV = 458.20 I + 962 STA 2 +88 ^y FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE 6\� �= SSMH /2 TYPE R 49- SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE °o' r RIM = 461'19 SHALL BE THE SAME AS DESCRIBED. Ex15T . -- I INV = 454_42(W) 3 -r- 115'•6" PVC SEWER :INV = 45432(N&E) - - 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ^�I I SERVICE 0 2°00% PLUG EAST PEE F,, m FOR FUTURE PIPE i TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND cry GRAVEL MECHANICALLY COMPACTED. CUTS INTO THE E %ISTING ASPHALT SHALL 9 I DRIVE BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY $ cr MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND L LLL- x x Y x '4 COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 3 C -IST DITCN 4 +� 5 BOX MAILBOX 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. EI EXIST_ 12" - a U' I RACK, SEE DETAIL >. O STORM n 134. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. rn a� 6" STORM $+ 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR xi ST co �. sLAB ti o MIN. F.F. 2' MIN. F.F. MIN. F.F. 70 BE MOVED I MIN. F.F. MIN. F.F. OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT ELEV = 460.6 r'I ELEV = 459.5 ELEV = 459.1 I ELEV =458.5 ETEV = 458.5 �- FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14' mo G kVE -.Q 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY 4 °o PI PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR Ix. - - - - -- 24 m m ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY -- 23'• -6'PVC w STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND 20" 015.00% I" BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING STUB FOR OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL FUTURE s AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING SHED %y CONNEC MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE 0 6 VC �'WV, / 18 PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. 5 BOX MAILBOX 2'00% 46p.g0 ` A -2 y24 INV = 457.59 SCALE 1" = 20' PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE RACK, SEE DETAIL \ INV= 458.72 z 466 ° PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) o EXIT \� CONC. /AB ,. �`- - - RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. VE w ASPHALT LEGEND \ I 0 I 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES m 1 / AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, tr I-- 0 pQ WATER VALVE COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2i A 5 z WATER RISER N 6 I EXI5TING HOUSE I 18' ❑ CATCH BASIN N I FIRE HYDRANT WA ERLINE LOCATIONS ARE APPROXIMATE MIN. F.F. MIN. F.F. I L_ _ I & SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 16' ELEV = 462.3 ELEV = 462.8 A_ 4• 13• 14 BOLLARD sf1UPE k $ D MAIL BOX 23�� ®� N�OF B I z' WALE JI Jlun DECIDUOUS 40 INV= 462.85 16" 10" FIR RE=1110 DED FOR 2 BOX MAILBO% I APPLE APPROVAL ,p�111332 3 I RACK, SEE DETAIL 4�Q V= 460.54 i . '�G -- - STUB FOR FUTURE RAMP PER CITY OF RENTON STD. DETAIL I DAM OVAL -- _ STUB FOR FUTURE CONNECTION N'8818 *03" W ON I I NO_ F005 (TYPICAL) ➢ATE - G R VEL 30.s9 DRIVE E- XIST . H TO REPLACED BY CURB D. IT C GI IITER DATE _A. - .._2. . RELOC TE SIGI S PREPARED BY n 4j2 30'�6" PVC 0 2.00% i __ ... W _ ,- W unLrn .,, %- REQ'D., .ETC. (TYP.) As Baima &Holmberg Inc. 1 3 +9aW 8878'03" W 331.00' _ _ a+ 282 ^�8" PVC 0 3.85% 30'6 VC- EXIST. 12" RCP t 02.00% I 16'. TO BE REMOVED _ Ex -6°AC 10' MIN. SEPARATION BETWEEN WATER & : w ( lv y - -M¢� & V ENGINEERS & SURVEY 0 R S I N ( 5 88'18'03" E 4•. _ _ FUTURE SANITARY SEWER 14 SEWER (TYP.) - - . loo rEONT sTREG ISEAp 1MSRIR 8902'! (zS 3BZ - 0260 2AS EXIST. N. E. 9TH STREET 331.00' . - - - " O CITY OF RENTON Q ASPHALT S. LINE OF NW 1/4, SW 1/4, NE 1/4 OF SEC 10, T 23 N, R 5 E � DEPARTDdENT OF YVHLIa � W'ORI{S SSMH#5 a STA 2 +97.35, 4' RT. RIM 2 97.35, (MATCH PAVING) I MH j/4 OA 0 +465834' FIT. /`� SCOTT GLEN INV = 464.06 e 1� GRAVEL DRIVE (MATCH PAVI �NV 453.2b - N &yV)� 9. 2 I N0. su9laxrAL (REVSSO B- lz -BT) RAs Tm m -z -BT OR UYf STATION 06CNARGE L➢tE CLO TJR 02-14-BT REVHION9 PER CITY R ®LING CRR TRt 11 -22 -89 RRVL910N9 PER CITY R®LDiPS ]NP TSR 10 -17-99 REV69ION BY APPR DATE SANITARY SEWER PLAN DMIONED TJIt DATE 972TX99 NOBO -TC NDE _ B DRAIIN � SCALE t' =20' gpp re _ CIMC]UED MR APPROVED smp 4 OF B n w 0 ' N. 13J N I,. W N N<Q�t <4) TU 1 24X I REQUIRED STATION FEATURES STRUCTURAL TELEMETRY'. SUBMERSIBLE "RUGID" TELEMETRY PER CITY STANDARDS - o PVI STA = 0+35 PM ELEV = 467.88 PUMPS IN WELL WITH SEPARATE VALVE VAULT (PACO OR APPROVED EQUAL) -3. A.D. _ -3.00 �I a K ACCESS LADDERS IN VALVE VAULT AND WETWELL WITH LADDER UP EXTENSION, EQUAL TO CITY STANDARDS. SITE = !, wl z MAINTENANCE PLATFORM FOR WETWELLS 10' AND DEEPER. INTERIOR CONCRETE WETWELL FINISH - SENTRY POLYMERS "SEMSTONE 8 FT HIGH CHAIN LINK SECURITY FENCE AROUND PERIMETER OF LIFT 20.00' VC z 30 145 -S ", NO SUBSTITUTIONS. STATION WITH LARGE GATE AND VINYL SLATS PER WSDOT STANDARDS. EXTERIOR CONCRETE FINISH - WASSER MC -TAR, NO SUBSTITUTIONS. COLOR OF SLATS SHALL BE DETERMINED BY CITY DURING CONSTRUCTION. 3 LL 40 p. MECHANICAL PROVIDE CONCRETE RAMP FROM EDGE OF PAVEMENT TO STATION WHERE a APPLICABLE. o m CHECK VALVES, EQUAL TO M & H ANNA C508 W /WEIGHT & LEVEL ARM THE STATION AREA. v ISOLATION VALVE ON DISCHARGE - RESILIENT SEAT WEDGE VALVE GRADE TO AVOID STORMWATER COLLECTION IN LIFT - m m a ° SHUT OFF VALVE FOR INFLUENT LINE 470 DOMESTIC WATER SERVICE TO VALVE VAULT WITH HOSE 818 AND 25' OF HOSE. 0 0 F F m 0 rii -- > > ELECTRICAL 480 VAC, 3 -PHASE PRIMARY POWER SUPPLY WHEN AVAILABLE (4) MERCURY FLOAT SWITCHES, HIGH, LOW, START, STOP, EQUAL TO CONTROL PANEL �SOO RENTON STANDARD. -PUMP CONTROLEH SUITABLE INTRUSION SWITCHES ON ELECTRICAL ENCLOSURES, VALVE VAULT HATCH FOR TWO (2) PALO MODEL NO. 47p-0 PUMPS, INCLUDING HIM & LIMIT SWITCHES ON BOTH CHECK VALVE ARMS. Al ALARM (ucHT a AUDIO ALARMS). ENCLOSURE BOX SIZED FOR YARD LIGHT W/ SWITCH IN CONTROL PANEL. TE EP r SFOR AND RECEPTACLE FOR EMERGENCY PaWER. PUMP CONTROL &TELEMETRY EXPLOSION PROOF LIGHT FIXTURE IN WETWELL WITH SWITCH IN -SEE SHEET 5A FOR TELEMETRY ,. SYSTEM DETAILS DETAILS CONTROL PANEL -CONTRACTOR STial PROVIDE THE WSDOT TYPE It JUNCTION BOXES FOR SPLICING CABLE WIRE TO BUILDING CITY WITH DETAILS & SPECITCATION - PROP TY LINE WIRE OUTSIDE OF WETWELL. OF THE CONTROL PANEL FOR APPROVAL PRIOR TO CONSTRUCTION. StO: 0 +30.12 Ele 466.71 NOTE: FINISHES H -20 RAZED ACCESS HATCH ... _ LOCATE VENT HEADS ADJACENT METALS (INTERIOR) INCLUDING D.I. S /SMUFnNC CYYUINDERS k TO SIDES GLOW R PANEL AREA PIPE SURFACE PREP - SSPC -SP -6 LOCKING ARMS - LOCKABLE "x48• (2) COATS TNEMEC SERIES 66 HI -BUILD EPDXOUNE MINIMUM OPENING SIZE 30 (1PROM /SF ... EACH COAT (3 TO 5 MIL OFT) LOADDRATNG) . • D11 HIGH VENT: .. - .... - 3//4° HOSE BIB 180' RETURN HEAD W/OCNTION FEOW PREVENTION DEVICE HEADREIURN (VENT H -20 RATED DOUBLE DOOR LOW ACCESS HATCH LID W /HATCH DRAINS OSHA APPROyFp FALL FAIT RESTRAINT CONNECTION INSECT SCREEN ELEV. 4601 (MATCH GROUND) FINISH EXTERIOR FINISH EXTERIOR W MC -TAR W /WASSER MC -TAR 460 I� CORD/ Q CONTROL CABLE FINISH INTERIOR W,(SEI{TRY SUPPORT O - M SPLICE JUNG BOX P�YMERS SEMSTONE 145 -5 ` LIGHT.. LOW T. TYP - EXPLOSION PROOF LIGHT, INSTALLED , GROUT, TYP O HIGHEST ELEVATION STAIN ESS STEEL CABLE HOLDER: LIFTING - S.S. S CHAIN -FLOAT T HANGER BRACKET - COIL EXCESS WIRE FOR Taff N_ I I FUTURE ADJUSTMENT 4" D.I. PRESSURE UJ E TYPE II STA 0 +40 w /3' MINIMUM COVER RISM RIM ELEV. = 467.41 INV. OUT = 456.20 I FIBERGLASS OR STAINLESS STEEL ACCESS LADDER _ - SEE DETAIL VALVE BOX TO I I \ SURFACE AIR INTAKE PIPE PIPE SUPPORTS EQUAL - 6" PVC PPE TERMINATES TO STANDON 5 -89 8" GATE VALVE-,\ ®ELEV =asa B• Pvc LANDING: SUMP WITH PACO SUBMERSIBLE PUMP MODEL PIP702A - REMOVABLE STAINLESS STEEL OR PLUMB TO DISCHARGE INTO ADJACENT POND IE =asa zo Q MEMGRATE SUPPORTED BY STANLESS PROVIDE WITH ELECTRICAL RECEPTICAL & 0 STEEL ANGLE (1/2° ANCHOR BOLTS ®12" 0 C.) AUTOMATIC FLOAT CONTROL OPERATION 0 ELEV =455.2 STAINLESS STEEL GUIDE RAILS (� FLOAT SWITCHES EQUAL TO RENTON STD. PUMPS- -OFF ELEV. 450.70 GROUT SHELF: - LEAD - -ON ELEV. 452.70 - 1' WIDE AT 60\ ANGLE - LAG - -ON ELEV -453 -00 AROUND ENTIRE BASE - HIGH WATER ALARM ELEV. 453.50 o aso -- ELEV. aa9.50 WET WELL /\ \\ \ \\ \ \\ DUPLEX PUMPS: - 72• DIA. PRE -CAST ` // DISCHARGE MODEL NO. H470- 01P(6.87• IMPELLOR) CONCRETEj� // - OTHER PUMP MANUFACTURERS MAY BE SUBSTITUTED W /CITY APPROVEL L - EXACT PUMP CONFIGURATION MUST BE APPROVED BY THE CITY OF FOUNDATION SOIL SHAL L BE FIRM @CAPABLE RENTON PRIOR TO INSTALLATION SUPPORTING LIFT STATION AS APPROVED BY CITY -VERIFY POWER AMLBIDN PRIOR TO MAKING FINAL PUMP SELECTION - GRAVEL BASE MAY BE REQUIRED PENDING SOIL CONDITIONS. LIFT STATION N.T.S. PVI STA = 1 +17.33 PVI E!£/ = 461.29 AD_ = 7 -00 K =7 -14 50.00' VC n m n ao F-Fiyn + v N c �pOI > ° �� I LOW POINT ELEV = 460.15 LOW POINT SA = 2 +36.59 PM STAI= 2 +50 PVI ELEV 1= 459.96 A.D. = 4.33 K = I111.56 I- 50.0L7' VC I I � o + j .. > U m m KIM Lt V. = -1.1`J INV. N = 45442(W) INV. DUT = 454.32(N &E) (PLO, EAST PIPE FOR FUTURE USE) SmLtS210 ^. a _ w a II w z ¢ 03 3 -B-oWT U ~ m� ° n F F `JN Q 0 o° x SSMH 6 TYPE II STA 3H 17.97 RIM ELEV. = 461.21 MA DH PF INV. = 454.20(N &W) INV. = 454.10(S) DATUM ELEV 445.00 SgUPE 16" BETWEEN BOXES TELEMETRY ANTENNA MOUNTED a. -F� ON BACK OF ENCLOSURE BOX s a a s .4 y x CLOSURE BOXES SIZED FOR PU CONTROL TELEMETRY & POWER 10�fU1® !b8 -FINAL ONFIGURATION TO BE DETERMINED BY - 113322ep CONTRAC & SUPPLIER 0 +00 1+00 2 +00 �+LL00 /N D�L•ISfk+"l VALVE VAULT WITH COAL TAR EPDXY EXTERIOR COATING f r POWER DUPLE% 6' -6" ACCESS LADDER ACCESS ROAD OVAL METER MOUNT METER /ETC CONTROL PUMP CONTR WETWELL MAIN -HOLE WITH WASSER MC -TAR nATE EtOPQtEB 11/30/80 oN SIDE OF PANEL TELE EXTERIOR COATING AND SENTRY POLYMERS HORZ. 1" : 20' POWER ENCLOSER ELS SEMSTONE 145 -S INTERIOR COATING SYSTEM. VERT. 1' = 2' DATE EMLTicENC owER (36 "Wz36 "HK14 "D) _ IN9DE WALL OF EXISTING WEIWELL. PREPARED BY RECEPTACLE STD. GATHER -PR SUMP DISCHARGE PIPE ' ENCLOSU (36 "Wz48' Hz18 "D) 1" OIA SS HILTI HVA BERM E W/L G DOORS) (WEATHER -PROOF .; 4" D.I., TYP. - AOHE5IVE ANCHOR STUDS Z1 -Z �I''���� Baima & Holmberg Inc. DISCO ENEI T ENCLOSURE 3J4° TIE RODS SET IN To - 6" WITH 55 T AND WASHER "' ' '-�'+� l % PAN �G W LOCKING DOORS) CONCRETE, TYP. 0 / NU 5. �1'Xdl Z GALVANIZED STEEL ��1�'Tr'%(}��y1T NEEDED 00' ORMAPP APPROVED LW 1aa WONT sTRERr smTre ]i RTSS,wuAlt rASlmTCroxEBeoz7 Rzoe) a9z - 0260 * CHANNEL - CG %62 O `UY - EQUAL FCA _ iVIASS RUNG WH CITY OF RENTON IbiA. HOLE DRUB IN BPR ABRASIVE SURFACE O PUSH RUNG THRU AND WELD DEPARTMENT OF PV81.IC WORICS PROVIDE EQUIVALENT RUNG •, FDNcREie,, ,,.': .• D TO TOP OF SCOTT GLEN SANITARY SEWER PROFILE PAD 70 TOP OF WETELL CHANNEL NOT TO EXCEED 12" ON CENTER. AND DETAILS I FLE %ISLE COUPLINGS N'ET WE11 4 MYIAR BUBMYTA (REVISED 8- 12 -97) w Tm 07 -2 -97 \• CONCkETE " 1 Q `PAD" •; •' -,• FA LIGHT " FLOAT CON O 3 MOVE L STATION D.CHARGE UNE cm Tm 02 -14 -87 p ®IGNSO T'm pATE9 /2V /BB ppy N0,90 -TCPR 2 1/2' PUGET POWER- MP �2 POWER 3 -PHASE POWER REO'D. 1• PUMP #1 POWER 4 "SWING TYPE CHECK VALVE (TYP.) LADDER DETAILS Pte. 1. 2 RBVIBION3 PER CITY R ®1.m6 CRW Tm I1 -22 -Be ORAIm H' CONTROL PANEL ENCLOSURE ROUND NE t GROUND 4" ECCENTRIC ISOLATION VALVE (TIP) PLAN VIEW DUPLEX SUBMERSIBLE PUMPS NTS 1 RBVSIONS PER CITY REDtmzs MP Tm lo-17 -9e Fm- -FRONT scAle 1' =20' -SIDE VIEW CONTROL PANEL ENCLOSURE WITH RAIL REMOVAL SYSTEM VIEW FIBERGLASS ACCESS LADDER N.T.S. N0 RRMION BY APPR DATE ® SITEEI 5 GP B n l N. 0 01 cb N uNu N. ife I I � t 24X I I 147 i I Ili SSMH 5 TYPE II STA 2 +97.35 \ \ RIM ELEV. = 472.1 :(MATCH PAVING) INV. OUT = 464.06 \ \\ l I i I 461 ' I I I SSMH T TYPE II STA 0 +13.11 M TUM ELEV 450.00 0 +00 1 - 4" X 8" FLOW INCREASER MJ X MJ 1 - 8" 45' BEMD MJ X MJ W/ THRUST BLOCKING _ 5' MIN. CLEARANCE - BETWEEN WATER & SEWER IS 4- :.I5 N.E. 10TH ST. W � N,IN. 6'-6" D.I. @ D 409 __- d' WPTEF 4 UEMMOUT - - —SEE -OETAIL - ... _ ... _ 2 -45' BEND MJzMJ _ aP� 5' MIN. CLEARANCE w /THRUST BLOCKING PER JOINT, TYP. 6 _ _ _ _ Ex15I_ 6" � 55 PRESSURE ExIS i, SSMH CAUTION RIV = 4761 6" AC PRESSURE IIV i 466, SEWER CROSSING MODIF' CAST -I4 -PLACE CHANNEL W .EVF.IV RA T SPY 14'3� '� ? SE_ iEE DETAIL Z CAST IRON RING &COVER � G' MIN. Lu Y ¢I Q a 3 C 0 U LJ (4) 3/4" TIERODS _ o O 4 "1 CLEANOUT SEE DETAIL I Oslo m so 4" CLEANOUT N.T.S. SCALE 1' = 50' 1 0 d� V3 6" CONSTRUCT CAST -IN -PLACE FLOW CHANNEL TO PREVENT SPRAY MH CONNECTION DETAIL N T.S. 7 SCOTT GLI N LIFT OFFSITE PRESSURE SEWER Sqb232103 C0 , 'E-- 1 3 210 3 $gUPE 'tiQ.�F' OF w v Fe o' ['1 ~ O�U �178 32 ZONAL EM'I w 11/90/9; m II y;N. N I� 16 b ®T I 24X t. 1 I ' 1, I 1 1 ' I I II 4701 460 DATUM ELEV 450.00 0+00 1 +00 2 +00 3+oD 50232/04 HOOUTAM AVE NE r,$UPE HORZ. 1' = 20'. pF VERT. 1' = 2' ,�4' 44• N Fq w p C'1 RECOInCEMED FOR AP,PpROVAL�y- eOGG�►+ZC�(/V! DIl rJ. ��ai5rls�1! DxaL nA EXPIID.9 11 /BO /BB neTs PREPARED BY Balma & Holmberg Inc. E N G I N E E R S k SURVEYORS 100 FRONT STIOW MUTH MAWUAM WMRONGTON WOW (208) RR2 - 0260 CITY OF RENTON DEPARTMENT OF PUBLIC wonxs SCOTT GLEN 4 NYLARRURNT a RAE TM 07- 97 SANITARY SEWER PROFILE 9 NOME LOT STAMON DMCNARGE UNE CU) TM 02 -14 -97 DpS[GNEO TJR OAR'L8/ 7 /RB /�T[D! /BB p�Dg NO 90 -7CPR 2 REFISHH49 PER CITY REDUNES CRN TM U -22 -RB DRAWN & SCALE 1'.20' I I�YIRIONR PER CITY REnLUOS JNP TM 10 -17 -88 CHECI® emn Om eTCS ?-7- / NO. REYDRON BY APPR DATE APPROVED RBEET 7 OP 9 11 I j , STAB O +OG ELEV. 466.10 ' ' - INT. HOGA.IAM AVE & NE 9TH STREET 1 I i INT. ACCESS ROAD & HOQUTAM AVE N.E. STA 2 +26.4 ' j (END OF ACtlESS ROAD STA 3 +30.96) i I � j i I I I i I EXISTING CENTERLINE, HOQUTAM I I I 'I III j 11 i i i 225'6' P +VC ® 0.407. _. _- -- - + - - - -- STA 3+3D.38 L A ro� � w N ro eeN••,, w N V3 w a IT I SSMH TYpE -I II STA 2 +30.47 461.21 MATCH PAVING RIM ELEV. 4621t(MA7CH PAVING INV_ 454.60 I RIM ELEV. INV. 454.Q0(N &V✓) �' TYPE II STA 0 +04.36 I G) I INV. = 454. 0(S) I RIM ELEV. = 465.8f (MATCH PAVI INV. = 453.20 (N &N� II II I a �i a .- v A ro� � w N ro eeN••,, w N V3 w a IT O WALL MOUNTED INCANDESCENT FIXTURE - EXPLOSION PROOF, CLASS 1, DIVISION 1, JUNCTION BOX, GLOBE, AND GUARD. FURNISHED WITH 150 WATT, PS -25, 2500 HOUR, EXTENDED SERVICE LAMP. APPLETON AALB -75 WITH AAU -15N FIXTURE UNIT OR APPROVED EQUAL. PROVIDE ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA. © SERVICE DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY, SERVICE RATED, FUSED, NEUTRAL KIT, 60A, 600V SAFETY SWITCH. SIEMENS I -T -E MODEL FR352 OR APPROVED EQUAL. © WET WELL FLOAT SWITCHES - ANCHOR SCIENTIFIC, INC ROTO -FLOAT TYPE S. PROVIDE SUFFICIENT CABLE LENGTH TO EXTEND FROM BOTTOM OF WET WELL TO HAND HOLL PLUS 10' OF LOOPED SLACK FOR ADJUSTMENT. PROVIDE WITH STAINLESS STEEL MOUNTING HARDWARE FOR MOUNTING MULTIPLE FLOATS. ATTACH MOUNTING HARDWARE TO WET WELL WALL 1 FOOT ABOVE GRADING WITH STAINLESS STEEL ANCHOR BOLTS. MOUNTING HARDWARE SHALL BE EQUAL TO ANCHOR SCIENTIFIC. TELEMETRY PANEL WILL BE SUPPLIED WITH INTRINSICALLY SAFE BARRIERS. O INTRUSION ALARM SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 LIMIT SNITCH OR APPROVED EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR TO SELECT ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING CONFIGURATION. O CHECK VALVE SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 LIMIT SWITCH OR APPROVED EQUAL USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SNNTCH. CONTRACTOR TO SELECT ACTUATOR LEVER ARM FOR CHECK VALVE ARM TYPE. INSTALLATION SHALL MATCH SAME AS THE CITY OF RENTON - BOEING LIFT STATION. OOMEGA VERTICAL MOUNTING LIQUID LEVEL SWITCH LV -10 OR APPROVED EQUAL INSTALL SWITCH AT END OF PVC PIPE WITH 1/2" CLEARANCE ABOVE FLOOR. STRAP PVC PIPE TO WALL WITH ALL STAINLESS STEEL HARDWARE. © FLUORESCENT LIGHT FIXTURE - 41, 6- H, 7" D, SINGLE LAMP GASKETED WITH ACRYLIC LENS AND 120V ZERO DEGREE BALLAST. DAY -BRITS MODEL NO. VD140- 120 -LT OR APPROVED EQUAL WITH LAMP. O MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, NON FUSED SAFETY SWITCH, 60OV, 60A. SQUARE D MODEL 82342RB OR APPROVED EQUAL. O GENERATOR CONNECTION RECEPTACLE - 600V, 100A, 4 -POLE, 3 -WIRE, THREADED CAP, WEATHERPROOF. APPLETON MODEL NO. ACR1034 OR APPROVED EQUAL. © MINI -POWER SUPPLY CENTER - OUTDOOR RATED, 5KVA, 480- 120/24OV, SINGLE PHASE SQUARE D MPZ5S4OF OR APPROVED EQUAL QM INTRUSION ALARM DISABLE KEY SWITCH- BEST MODEL #1W7B2 QN PHASE FAIL RELAY - TIMEMARK CORP. MODEL 258, 3 -PHASE MONITOR. RECEPTACLE FOR HEAT TAPE. MOUNT IN RP ENCLOSURE. ELECTRICAL HANDHOLES FI `<y-.= NEC L - (TYPICAL) 4- .'CLEARANCE CONDUIT AND CONDUCTOR SCHEDULE ELECTRICAL SYMBOL LEGEND DESCRIPTION GFI DUPLEX OUTLET RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG ABBREVIATION LEGEND OR (WATERPROOF WHERE INDICATED WITH WP) - GA RATED PIER _PHASE FAIL RELAY ® SWITCH, 120VAC, 20 AMP MS - MOTOR STARTER OL - MOTOR OVERLOAD OJ JUNCTION BOX SIZED PER NEC. VIA - VOLT METER AM - AMMETER UTIUTY TRANSFORMER SPDT LIMIT SWITCH VS - VOLT SWITCH AS - AMMETER SWITCH L1 L2 L3 L4 L5 LEVEL SWITCH XFMR - TRANSFORMER L LIGHT FIXTURE UTIUTY METER KS KEY SWITCH 1 1/2" GRC, 4 - #3 O WALL MOUNTED INCANDESCENT FIXTURE - EXPLOSION PROOF, CLASS 1, DIVISION 1, JUNCTION BOX, GLOBE, AND GUARD. FURNISHED WITH 150 WATT, PS -25, 2500 HOUR, EXTENDED SERVICE LAMP. APPLETON AALB -75 WITH AAU -15N FIXTURE UNIT OR APPROVED EQUAL. PROVIDE ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA. © SERVICE DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY, SERVICE RATED, FUSED, NEUTRAL KIT, 60A, 600V SAFETY SWITCH. SIEMENS I -T -E MODEL FR352 OR APPROVED EQUAL. © WET WELL FLOAT SWITCHES - ANCHOR SCIENTIFIC, INC ROTO -FLOAT TYPE S. PROVIDE SUFFICIENT CABLE LENGTH TO EXTEND FROM BOTTOM OF WET WELL TO HAND HOLL PLUS 10' OF LOOPED SLACK FOR ADJUSTMENT. PROVIDE WITH STAINLESS STEEL MOUNTING HARDWARE FOR MOUNTING MULTIPLE FLOATS. ATTACH MOUNTING HARDWARE TO WET WELL WALL 1 FOOT ABOVE GRADING WITH STAINLESS STEEL ANCHOR BOLTS. MOUNTING HARDWARE SHALL BE EQUAL TO ANCHOR SCIENTIFIC. TELEMETRY PANEL WILL BE SUPPLIED WITH INTRINSICALLY SAFE BARRIERS. O INTRUSION ALARM SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 LIMIT SNITCH OR APPROVED EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR TO SELECT ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING CONFIGURATION. O CHECK VALVE SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 LIMIT SWITCH OR APPROVED EQUAL USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SNNTCH. CONTRACTOR TO SELECT ACTUATOR LEVER ARM FOR CHECK VALVE ARM TYPE. INSTALLATION SHALL MATCH SAME AS THE CITY OF RENTON - BOEING LIFT STATION. OOMEGA VERTICAL MOUNTING LIQUID LEVEL SWITCH LV -10 OR APPROVED EQUAL INSTALL SWITCH AT END OF PVC PIPE WITH 1/2" CLEARANCE ABOVE FLOOR. STRAP PVC PIPE TO WALL WITH ALL STAINLESS STEEL HARDWARE. © FLUORESCENT LIGHT FIXTURE - 41, 6- H, 7" D, SINGLE LAMP GASKETED WITH ACRYLIC LENS AND 120V ZERO DEGREE BALLAST. DAY -BRITS MODEL NO. VD140- 120 -LT OR APPROVED EQUAL WITH LAMP. O MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, NON FUSED SAFETY SWITCH, 60OV, 60A. SQUARE D MODEL 82342RB OR APPROVED EQUAL. O GENERATOR CONNECTION RECEPTACLE - 600V, 100A, 4 -POLE, 3 -WIRE, THREADED CAP, WEATHERPROOF. APPLETON MODEL NO. ACR1034 OR APPROVED EQUAL. © MINI -POWER SUPPLY CENTER - OUTDOOR RATED, 5KVA, 480- 120/24OV, SINGLE PHASE SQUARE D MPZ5S4OF OR APPROVED EQUAL QM INTRUSION ALARM DISABLE KEY SWITCH- BEST MODEL #1W7B2 QN PHASE FAIL RELAY - TIMEMARK CORP. MODEL 258, 3 -PHASE MONITOR. RECEPTACLE FOR HEAT TAPE. MOUNT IN RP ENCLOSURE. ELECTRICAL HANDHOLES FI `<y-.= NEC L - (TYPICAL) 4- .'CLEARANCE CONDUIT AND CONDUCTOR SCHEDULE PACO PUMP CONTROL PANEL DESCRIPTION FEED TERMINATION 1 ANTENNA MAST AND CABLE TELEMETRY PANEL RADIO ANTENNA 2 2" GRC, 4 -FLOAT CABLES JUNCTION BOX WET WELL FLOATS 3 1 1/2" GRC, 4 - #3 UTIUTY TRANSFORMER SERVICE DISCONNECT 4 1 1/2" GRC, 4 -#3 SERVICE DISCONNECT UTILITY METER 5 1 1/2" GRC, 4 - #3 UTIUTY METER MANUAL TRANSFER SWITCH 6 1 1/2" GRC, 4 - #3 MANUAL TRANSFER SWITCH GENERATOR RECEPTACLE 7 1 1/2" GRC, 4 -#3 MANUAL TRANSFER SWITCH PUMP CONTROL PANEL 8 1/2" GRC, 2 - #12, 1 - #12G MANUAL TRANSFER SWITCH MINI -POWER CENTER 9 1/2" GRC, 2 - #12, 1 - #12G MINI -POWER CENTER TELEMETRY PANEL 10 1/2" GRC, 2 - #12, 1 - #12G MINI -POWER CENTER LIGHTS 11 1/2" GRC, 2 - #12, 1 - #12G MINI -POWER CENTER SUMP PUMP RECEPTACLE 12 1/2" GRC, 2 - #12, 1 - #12G MINI -POWER CENTER GA RECEPTACLES 13 3/4" GRC, 8 - #14 + GROUND TELEMETRY PANEL VALVE VAULT DEVICES 14 1" GRC, 8 - #14 + GROUND TELEMETRY PANEL INTRUSION DEVICES 15 1/2" GRC, 4 - #14, 1 - #14G TELEMETRY PANEL JUNCTION BOX 16 1" GRC, 8 - #14 PUMP CONTROL PANEL TELEMETRY PANEL 17 3/4" GRC, 3 - #12, 4- #14, 1 - #12G PUMP CONTROL PANEL JUNCTION BOX 18 1 1/2" GRC, PUMP 1 JACKETED CABLE JUNCTION BOX PUMP MOTOR NO-1 19 3/4" GRC, 3 - #12, 4 - #14, 1 - #12G PUMP CONTROL PANEL JUNCTION BOX 20 1 1/2" GRC, PUMP 2 JACKETED CABLE JUNCTION BOX PUMP MOTOR NO 2 QRACEWAY LABEL - SEE CONDUIT AND CONDUCTOR SCHEDULE ABOVE ELECTRICAL EQUIPMENT ENCLOSURE. HOFFMAN MODEL A- 86M3E20 WITH A- 10AXFM COOLING FAN AND LOUVER KIT OR APPROVED ALTERNATIVE. (ENCLOSURE DIMENSIONS: 86 "H, 112 "W, 20 "D) /I O\ /13\ INTRUSION SWITCH EYS EXPLOSION PROOF CONDUIT FITTING. J LS O L L.S. 1 1 r. T- VA CLASS 1, DIVISION 1 AREA RECEPTACLE FOR SUMP x PUMP. MOUNT 3' -0" J ABOVE FINISHED FLOOR. PROPOSED WET WELL PROPOSED VALVE VAULT ELECTRICAL PLAN 1" = 2, -0„ vwP_J7 -fd/ LIMIT SWITCH ON CHECK VALVE (TYPICAL) 1 MANUAL TRANSFER SWITCH TO UTILITY POWER SOURCE, I� (TRACTOR SHALL COORDINATE WITH UTILITY TO HAVE 48OV, 3 PHASE POWER SUPPLY PROVIDED TO SITE L - HEIGHT AS REQUIRED PER RENTON STANDARD DETAILS. �\ MOUNT INSIDE OF ENCLOSURE TO TOP. MOUNT SWITCHES INSIDE ELECTRICAL ENCLOSURE. G RECEPTACLE O A oo Q 00 UTILITY METER AS APPROVED BY SERVING UTILITY MINI -POWER CENTER J MOUNT INSIDE ENCLOSURE J/ #8 BARE COPPER WIRE GROUND T INSTALLED PER NEC HEAT TAPE ELECTRICAL NOTES 1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC), NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, ORDINANCES AND REQUIREMENTS OF UTILITY COMPANIES FURNISHING SERVICES TO INSTALLATION OR AUTHORITIES HAVING JURISDICTION, 2. PROVIDE GROUNDING PER NEC REQUIREMENTS OR OTHER AUTHORITIES HAVING JURISDICTION. 3. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. 4. ALL 480VOLT AND 120/240 VOLT WIRING SHALL BE TYPE THHW INSULATION, INSULATED FOR 60OV. SIZE AS NOTED ON DRAWINGS. 480V HARING SHALL BE ROUTED IN SEPARATE CONDUITS FROM OTHER VOLTAGES. 5. ALL WIRE SHALL BE A MINIMUM SIZE 112 UNLESS SHOWN OTHERWISE 6. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VALVE VAULT OR WETWELL ROUTE CONDUIT ENDS TO FACILITATE EASE OF EQUIPMENT MAINTENANCE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLY AND INSTALLATION OF THE SERVICE FEEDER FROM THE ELECTRICAL SERVICE HANDHOLE. CONDUITS MUST BE SEALED AT BOTH ENDS TO PREVENT MOISTURE ENTRAPMENT. UNDERGROUND SERVICE FEEDER CONDUITS SHALL BE BURIED 24" MINIMUM BELOW GRADE 8. ALL CONDUIT INSTALLED IN VALVE VAULT SHALL BE SCHEDULE 80 PVC ELECTRICAL CONDUIT UNLESS NOTED OTHERWSE 9. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR ROUTING CONDUITS IN A MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND CEILING. UTILITY METER MOUNTED PER UTILITY STANDARDS. NOTE: ELECTRICAL ENCLOSURE N( SHOWN THIS DETAIL TELEMETRY AND © 1 CONTROL PANEL PER RENTON STANDARDS 1 FIAEIRY R15 J Mr `ECEP1. $ A ARE WP GFl J A RPBFP DEVICE ENCLOSURE INTRUSION LIMIT SWITCH LEVEL DIGITAL AMMETER AS APPROVED PACO PUMP CONTROL PANEL BY CITY OF RENTON. AS APPROVED BY CITY OF HAZARD6US AREAS N RENTON. - - - - v INTRUSION LIMIT SWITCH. HOLE WITH DIAMOND PLATE LID FOR MOUNT ON ENCLOSURE 19 I DOORS. (NUMBER AS PUMP CONTROL PANEL CONDUCTOR CONNECTIONS MADE IN BOXES. REQUIRED) WIRE. WSDOT TYPE II OR APPROVED Op INTRUSION ALARM DISABLE BOLT AND TAPE MOTOR LEAD CONNECTIONS EQUAL AREA INSIDE HAND HOLE IS KEY SWITCH. MOUNT ON ■_ RBS OUTSIDE OF ENCLOSURE. CLASS 1, DIVISIONS 1. (TYPICAL OF 3) J KS O 20A 20A { �►- 4 7 WEATHERPROOF SPLICE. SEE DETAIL 3P 3P 'I THIS SHEET. I_ POWER FEED CABLE TYPE "SO" OR "SJO" JACKETED L lUlE S MS PER CABLE FURNISHED WITH LEVEL SEAL TNO - *WR G� a O N I BUSHINGS OR E V PUMP 1 PUMP 2 5 HP, 30, 480V 5 HP, 34, 480V Ls p is R L3 © PROPOSED WET WELL LSO VALVE VAULT L4 gAS51 DN90N I AREA SUMP PUMP, 120V, 1 /2HP PROPOSED ONE -LINE DIAGRAM NO SCALE NOT TO SCALE CLASS 1, DIVISION '/ • D PROPOSED CONCRETE HANDHOLE HAZARD6US AREAS N PO WEIR AND SENSING J-BOX: XP AND - 17 "W, 28 "L, 12 "D CONCRETE HAND v TERMINAL STRIP AND DOME COVER. HOLE WITH DIAMOND PLATE LID FOR 17 19 ENGINEERSO SPLICING JACKETED CABLE TO BUILDING CONDUCTOR CONNECTIONS MADE IN BOXES. PLANNERS SCIENTISTS WIRE. WSDOT TYPE II OR APPROVED REDMOND WENATCHEE BOLT AND TAPE MOTOR LEAD CONNECTIONS EQUAL AREA INSIDE HAND HOLE IS ■_ RBS 22780 ��y� -'. sg�9{� SIGNED: CLASS 1, DIVISIONS 1. (TYPICAL OF 3) DRAWING IS NOT TO SCALE 09108197 exaiRES a 19 9a �►- 4 7 WEATHERPROOF SPLICE. SEE DETAIL ON 'I THIS SHEET. I_ POWER FEED CABLE TYPE "SO" OR "SJO" JACKETED O O CABLE FURNISHED WITH LEVEL SEAL / SENSING AND PUMP EQUIPMENT. E V PUMP 1 PUMP 2 5 HP, 30, 480V 5 HP, 34, 480V Ls p is R L3 © PROPOSED WET WELL LSO VALVE VAULT L4 gAS51 DN90N I AREA SUMP PUMP, 120V, 1 /2HP PROPOSED ONE -LINE DIAGRAM NO SCALE NOT TO SCALE CLASS 1, DIVISION '/ • D PROPOSED CONCRETE HANDHOLE HAZARD6US AREAS N PO WEIR AND SENSING J-BOX: XP AND - NEMA 4 (0 RING): GUB TYPE WITH v TERMINAL STRIP AND DOME COVER. L L. ASp Z' CONTROL :/ / ENGINEERSO or usx LG CONDUCTOR CONNECTIONS MADE IN BOXES. PLANNERS SCIENTISTS REDMOND WENATCHEE BOLT AND TAPE MOTOR LEAD CONNECTIONS ■_ RBS 22780 ��y� -'. sg�9{� SIGNED: MAKE SENSING 1 CONTROL DRAWING IS NOT TO SCALE 09108197 exaiRES a 19 9a �►- 4 7 1 PUMP ON 'I VASTEVJATERUTILIIYENGINEF1 I_ CONTROL NON-SHRINK SEAL / BUSHINGS OR MINIMUM 12" SLAB : ��! �1 li:� 11 IN A IA FITTING NTH GLAND NUT, _ NEOPRENE BUSHING AND NATIVE WIRE MESH CABLE GRIP MATERIAL SST MOUNTING OR FRAMING CHANNEL FASTEN SECURELY 1 :I 1 / 1 1 2105 POWER A AND SENSING ELECTRICAL ENCLOSURE - ELEVATION 1" = 2' -0" ONE -LINE DIAGRAM AND ELECTRICAL PLAN SCOTT GLEN 909 N0 VILE NEER RENEV ➢ OAIE R01 DWG NO SIEET 297.045 1 SGLS -E01 I MLM I RLA I SEP 08, 1997 SHOWN 24 1 E01 I 5A-19 5,7I n ,t, 1 � N °z z o 'e �y 1 W i NOT TO SCALE TELEMETRY AND CONTROL PANEL IF INSTALLED BY QUALIFIED INTEGRATOR L L. ASp APPROVED BY CITY OF RENTON. ENGINEERSO or usx LG PLANNERS SCIENTISTS REDMOND WENATCHEE OLYMPIA (206) 869 -1488 (509) 663 -0150 800 720 -8052 800 72.1 -9052 (360) 705 -0628 800 722 -8052 22780 ��y� -'. sg�9{� SIGNED: R COPJIit E�17ED FO RAP DRAWING IS NOT TO SCALE 09108197 exaiRES a 19 9a �►- 4 7 IF BAR IS NOT 2" LONG D 1„ 2„ VASTEVJATERUTILIIYENGINEF1 d-t v nv Dr'i lvrrniv ELECTRICAL ENCLOSURE - ELEVATION 1" = 2' -0" ONE -LINE DIAGRAM AND ELECTRICAL PLAN SCOTT GLEN 909 N0 VILE NEER RENEV ➢ OAIE R01 DWG NO SIEET 297.045 1 SGLS -E01 I MLM I RLA I SEP 08, 1997 SHOWN 24 1 E01 I 5A-19 5,7I n ,t, 1 � N °z z o 'e �y 1 W i