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HomeMy WebLinkAboutzS-3576Setw Q z W 0 a G Z LIBERTY HIGH SCHOOL 0 r�r^ PUMP STATION VJ a. 2 0 o prepared for 0 U ISSAQUAH SCHOOL DISTRICT 565 NW HOLLY STREET, ISSAQUAH, WA 98027 W m J Sheet Index SHEET NO. DRAWING NO. DESCRIPTION 9 Vicinity Map SCALE: 1' = 1250' NO. 181 S 333RD STREET BLDG C, SUITE 210 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 REVISION ESM JOB NO. 1655 - 001 -009 [EIIIIIII� 0 -. e >.- 5- 351601 1 SWg210 1 II w 1_ I COVER SHEET Fe0ere1 My WA 09003 C2.0 ns www.esmciA1.c0m * GENERAL NOTES /MATERIALS LIST ( e�sx civn E91 ^ee -g ^WOrke Lane Slm's,inY Lm:J PlunnL PuElic 1 Project Management I IaMxaps MLRwlury ESM JOB #1655- 001 -009 NO. 181 S 333RD STREET BLDG C, SUITE 210 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 REVISION ESM JOB NO. 1655 - 001 -009 [EIIIIIII� 0 -. e >.- 5- 351601 1 C1.0 COVER SHEET 2 C2.0 SITE PLAN 3 C3.0 GENERAL NOTES /MATERIALS LIST 4 C4.0 MECHANICAL PLAN 5 C5.0 MECHANICAL ELEVATION 6 C6.0 ELECTRICAL BUILDING 7 CTO DETAILS & NOTES 8 S1.0 STRUCTURAL GENERAL NOTES 9 S2.0 STRUCTURAL PLAN VIEWS 10 S3.0 STRUCTURAL SECTION VIEWS 11 E01 ELECTRICAL LEGEND 12 E02 ONE —LINE DIAGRAM 13 E03 ELECTRICAL SITE PLAN 14 E04 ELECTRICAL PLANS 15 E05 MOTOR CONTROL CENTER DETAILS 16 E06 ELECTRICAL DETAILS 1 17 E07 ELECTRICAL DETAILS 2 18 E08 ENGINE GENERATOR DETAILS 19 E09 CONTROL LOGIC DIAGRAMS SHEET NO. 1 20 E10 CONTROL LOGIC DIAGRAMS SHEET NO. 1 21 E11 ELECTRICAL SCHEDULES N.T.S. wRTC 1 /1.91 do ,, CST`( OF LIBERTY HIGH SCHOOL NOPoZOMIJ.: NID 198] 1 ku RENTON PUMP STATION °XI DATUM . *mu EP Planning /Building /Public Works Dept. COVER SHEET IF .. ONE I.C. INC 9CNE RCCOflDWGLY 01/=/201 FlpL9pDIC PM£ OPAMIXO NO: C1.0 SNFEI: 1 OF:21 (EXISTING EDGE OF PAVEMENT 7 I PRESSURE WASHINGTON STATE \ -� N: 177492.83 E: 1322465.99: PUMP VAULT 0 N: 177479.17 E. 1322463.90, VALVE VAULT DEPARTMENB OF HEALTH ASSEME i" WATER SERVICE 1 \ VAULT AND FENCE LOCATIONS REDUCED 6' � S EXTENSION EE SEWER � ' PLAN SET ' \ © N: 177492.83 E. 1322492.32; PUMP VAULT QO N: 177479.17 E: 1322474.57; VALVE VAULT `,, (FEBCO MODEL 860U OR I EXISTING EDGE Ir EQUIVALENT WITH DRAIN LINE LAIR_ BOLLARD TYP L 1 N: 177515.17 E: 1322492.32; PUMP VAULT N: Q© N: 177487.83 E: 1322474.57; VALVE VAULT `, ��, GAP AND HOT BOX. DRAIN LINE ( ) " 11 OF GRAVE, TO DISCHARGE TO ATMOSPHERE. �F N: 177489.00 E: 1322463.56; WEST HANDHOLE R N: 177479.00 E: 1322487.06; GENERATOR PAD \� - -� `, -- WATER DISTRICT #900RORAPRODUCT \ \\ TW =434.0 N GRAIN ARO ND VAUT TW =435. © N: 177489.00 E: 1322467.24; WEST HANDHOLE QS N: 177479.00 E: 1322492.06; GENERATOR PAD TYPES AND INSTALLATION. 5 TW 433.9 ro� BW =431.1 BW= 437.01 ri _ '+ U A LE.= 421.00 LEVEL 1 QH N: 177491.87 E: 1322467.24; WEST HANDHOLE QT N: 177488.00 E: 1322492.08; GENERATOR PAD =' `� �-\`J i\ - -- -434- _BW =431_1 N \ \ SEE STRUCTURAL PLANS a t- Q N: 177481.67 E. 1322474.57; EAST HANDHOLE QU N: 177518.00 E: 1322460.16; FENCE EP =431.1 I I � � JQ N: 177489.00 E 1322474.57; EAST HANDHOLE pV N: 177476.00 E: 1322460.16; FENCE I Q ',; �,��._�- T1A�=d33.0 : 1 °-LBW =430.9 3 QK N: 177489.00 E: 1322478.23; EAST HANDHOLE 1 W N: 177476.00 E: 1322495.16; FENCE , ' /I _ EP= 431.10 EXISTING T P \ CLEANOUT #4 A EP= 431.00 EP= 431.00 '2 © N: 177491.67 E: 1322478.23; EAST HANDHOLE QX N: 177518.00 E: 1322495.16; FENCE OF SLOPE, / RIM = 431.00 z ��� ��., I.E. = 421.00, 6 "0 VAULT D w ` , EXISTING I \\ 7 L F., 6 "0 S.D. 6' PERIMETER (TYR) PUMP VAULT LID 1' SITE LIMIT AN I- STORM STRUCTURE LOCATIONS o WALKWAY 0 S -1.00% PAVEMENT ELEV. =431.0 P IMI a Q EX. CB #1 N: 177464.36 E: 1322397.68 + � EXISTING , -- -- -9 - -, 432 -- - - - - -- - _._.._GRADE -(TYP) r i UNDERGROUND E o VAULT ACCESS- CLEANOUT .. _ A ASPHALT L CLEANOUT #i N: 177478.58 E: 1322415.05 �.,\ POWER CLEANOUT 9 3 HATCH (TYP) - -- 3' V� #2 N: 177478.58 E: 1322458.66 \ j p RIM 431.1 Q I.E.= 430.50, 4 "0 WALL DRAIN 1 CLEANOUT #3 N: 177502.61 E: 1322458.66 '`,, o \ I \ I.E.= 420.93, 6 "0 IJNIH0IST CORE MOUNT \ 1 TW =434.0 C CLEANOUT #4 N: 177502.61 E. 1322465.24' SLEEVE IN VAULT LID BW =430 9 IM L � \ SEE ITEM 4 ON SET SURVEY PK� I = TW =432.2 o NOTES: \` ;,i BW =430.9 6 1 SHEET C3.0 l 0- 1. END OF LIBERTY HIGH SCHOOL PUMP STATION , \ �EXISTING LIGHT TO 12 "0 PVC SANITARY SEWER GRAVITY MAIN WITH , cif E I � J COUPLING �FOLL CONSTRUCTION. CONNECT OWING 12 L GATE WITH / ,1 PO`1 11� VAULT ACCESS �� - + �7 SS I BLOCK WA ` HATCH-- (TYP) RESILIENT VALVE. SEE SHEET C4.0 FOR DETAIL. - SEE DETAIL SE0 R F CE MAIN SEWER FORCE MAIN WITH TO E STING , - S f' Q ' \ \, EC C N:177499.25 E:1322460.34 111/ Z 2. END OF LIBERTY HIGH SCHOOL PUMP STATION SIGNS tL U SEE ISSAQUAH SCHOOL DISTRICT ASPHALT ARE N SEWER MAIN EXTENSION PLAN DETAIL PAVER I E EP- 430.83 COUPLING FOLLOWING 8"X6" REDUCER. SEE \ SECTION THIS i SHEET SS -09 FOR 12 °0 PVC SHEET C4.0 FOR DETAIL. ' I` I SANITARY SEWER MAIN N:177480.58 E:1322460,07 SEE ISSAQUAH SCHOOL DISTRICT SEWER MAIN. I,J SEE NOfEI 1 THIS SHEET FOR HAND OLE TILTY E D 2.00' H I z.00' L c I E'FORGENERK PAD EXTENSION PLAN SHEET SS -13 FOR AIR VAC' CONNECTION INFORMATION ASSEMBLY AND DRAIN LINE TO WETWELL. 1 VAULT 233 -LA HANDHOLE UTILITY \ I �a Z EXISTING 30 "0 PIPE TO \ SURVEY PK 4�1 - -- G 5 j VAULT 233 -LA : ul \ STORM RAINAGE POND SEE ISSAQUAH SCHOOL DISTRICT SEWER MAI EP= 43.75 T % EXTENSION PLAN SHEET SS -13 FOR 8 "0 24 L.F., 6 "0 S.D. F 1 K \ \I N C900 SANITARY SEWER FORCE MAIN j CAA S =1.00% 78' WIDE GATE M V U T ACC S P W % RESTORE CONCRETE WALKWAY SEE DETAIL K HATCH (TYP) + ' -SHEET C7.0 FUTU E ODOR 'GENERATOR TRI( m TO EXISTING CONFIGURATION 4' :'CONTROL EQUIPMENT. + FOLLOWING CONSTRUCTION � EP= 430.30 a@ LOCATION ELEV. =430.9 / o UTILITY VAULT 810 -LA - / CONSTRUCTIO J ° (BELOW - ...... _. ELETO 2" BE - -- EP 1" TO 2° BELOW VAULT LID ooM R S. TW =432.0 Q BW =430.9 w0 43 L.F.I 6 "0 S.D. i� W r / / CLEANOUT #1 �, 4 5.F.1 6 "� EP= 429.90 "� q,3( V CONCRETE ( EP= 430.90 RIM= 428.73 EXI TING EDGE ,I LE.= 420.26, 6 "0 OF PAVEMENT I) EXTRUDED CURB (� , 4' WIDE GATE 22 L.F., 6 "0 S.D. T 2 I HE R EP _ - -SEE DETAIL ® S =1.00% CONNECTION INFORM F0 _ . -- - - -- SHEET C7.0 EP 30 / �/ o PIPE CROSSING _ -_ a - -_- - -- - rx PE 2 LE.= 425.06, 8 "0 S.S.F.M. EP= 430.40 �� RI 128.0 I Q CROWN =423.40,:18 "0 S.S. EP= 429.90 / LE ?_4.08, °P LSE) CLEANOUT #2 �� EXISTING OUT EWER LEANOU 1 T. 8.°2 , / P P �'SW) PIPE CROSSIING RIM = 430.15 PROPOSED CSEE � - )� -- I E.= 423.44, 8 "0 S.S. I E.= 420.70, 6 "0 LINK FENCE SEE .. v D , (SE) _ 1 _- _ : DETAILS SHEET+ 1 3, EXISTING CATCH BASIN �1'�5., 6'0 S_D, �, :C7.0 EXI -- \ II CROWN -4 - ----- °__. --- ----- ----- - I C MP -c, REMAIN N PLACE UNTIL PUMP ( ) I , i \ STATION IS FULLY OPERATIONAL. CONNECT LE. 420.03, 6 "0 NE `- � � EXISTING SEWAGE -- TANK SHALL THEN BE BE STING FENCE HOLDING TANK -��� �� 'ABANDONED IN ACCORDANCE WITH CC \\ ----- --- --- HEALTH DEPARTMENT AND SEE ISSAQUAH SCHOOL /�. \ DEPARTMENT OF ECOLOGY FENCE -y.- %� DISTRICT SEWER MAIN \C� I �� STANDARDS. _ EXTENSION PLAN SHEET _ P 56 -09 FOR 8 "0 GRAVITY �o �j�� �'--�SANITARY SEWER MAIN �f- TOP OF WALL ASPHALT (ACCESS ROAD) KEYSTONE ® EXISTING WALL' COMPAC BLOCK �- UNIT (TYR) OR ��--" + D 12" EQUAL _,_ P _ -� EXISTING - v \ \ s UNDERGROUND � �' ----_ _ / � � � 1 c� _ . s 12" MIN. THICKNESS o= POWER OF 1.5" FREE DRAINING CRUSHED ROCK 6 < X ASPHALT _ - PERFORATED 4 "0 CPP TO CONNECT TO STORM //��STRUCTURAL VN�N DRAINAGE SYSTEM _ (FOR WALL) GRADE FILTER FABRIC 6" EXISTING 30 0 STORM SEE ISSAQUAH SCHOOL DISTRICT EXISTING SANITARY DRAINAGE LINE (TYP.) SEWER MAIN EXTENSION PLAN SEWER MAIN (TYP.) EP =EDGE OF PAVEMENT yt 3" AC PAVEMENT SHEET SS-09 FOR SEWER PVC GRAVITY SANITARY SEWER MAIN BOTTOM OF WALL 6" CRUSHED BASE COURSE S=3576 %77 TYPICAL BLOCK WALL)SECTION K PAVEMENT SECTION 0 t� NOT TO SCALE e<78 �d�e NOT TO SCALE t ®CONSULTING ENGINEER S LLO ..lr"� } 0 f=SUBYITGIL m i SUR,E,RE swe srsr x.w s U tesssasmsu"m,eusc I ®I� I�I �" f B�Otlp.84RAL ®y tl tl uESrc;Um_ 1'-J' X0R60Mf�"�o'SOO�'SS' d'h r3- CITY OF LIBERTY HIGH SCHOOL WARNING: F° WW, WANOSS z FlML F911 � � awo pr PUMP STATION www.esmcivii.com " v.-mm" \ L 1 V TO I V ° THE UTILITY LOCATIONS SHOWN '�" 0CL DATUM o o�u�E"wo,QS "o �i =n" s m =�< ( �� °p: °moo nU�w,. STEn �UXm: °XI scat 1 Planning/Building/Public Works Dept. SITE PLAN ARE APPROXIMATE ONLY. DEPTH s, AM „o o „E, „°„ UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 aUL 1 l NO. REVISION BY DATE APPRE CL.O a z w 00 rr a J 1 • ■ ■ ■ 1 �1 GENERAL AND SPECIAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT. THE CONTRACT SHALL REFER TO DETAIL DRAWINGS INCLUDED TNT EH CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. CITY OF RENTON TO PERFORM CONSTRUCTION INSPECTIONS AS REQUIRED PER CITY OF RENTON STANDARDS. 3. SUBMITTAL INFORMATION FOR EQUIPMENT AND MATERIALS INCLUDING SPECIFICATION SHALL BE PROVIDED TO THE CITY OF RENTON FOR THEIR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 4. H -20 RATING: ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED ON THIS PROJECT SHALL BE H -20 TRAFFIC RATED. 5. FORCE MAIN TO HAVE POSITIVE SLOPES AWAY FROM VALVE VAULT TO CONNECT TO THE PROPOSED 8 "0 FORCE MAIN. 6. ALL FLANGED CONNECTIONS IN WETWELL TO HAVE S.S. FASTENERS. 7. ALL FASTENING HARDWARE IN WETWELL AND STORAGE WELL TO BE 316 STAINLESS STEEL. B. ALL WIRE TO BE COPPER CONDUCTOR. INSULATION TO BE SUITABLE TO APPLICATION PER NEC. 9. DUCTILE IRON PIPE TO BE CLASS 52 WITH DUCTILE IRON FITTINGS. 10. PROVIDE PADLOCKS FOR HATCHES TO MATCH EXISTING CITY SECURITY SYSTEM. 11. PRESSURE TEST FORCE MAIN AT 150 PSI. PRESSURE TEST PIPE AND FITTINGS WITHIN VALVE VAULT AND WETWELL. 12. PAINTING SCHEDULE: SEE PROJECT SPECIFICATIONS 13, 3 SETS OF OPERATION & MAINTENANCE MANUALS TO BE PROVIDED. 14. ONE SET OF AS CONSTRUCTED DRAWINGS TO BE PROVIDED TO CITY OF RENTON ENGINEERING DEPARTMENT. 15. STARTUP AND TRAINING OPERATION TO BE PERFORMED IN THE PRESENCE OF THE CITY AND /OR THE CITY'S REPRESENTATIVE. 16. LIFT STATION STARTUP AND TESTING SHALL BE PERFORMED BY CONTRACTOR TO DEMONSTRATE FULL OPERATION OF FACILITY BEFORE ACCEPTANCE BY THE CITY OF RENTON. SURVEY DATUM HORIZONTAL DATUM: NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS #2088 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION OF OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 #1909 CASE MONUMENT WITH X" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. ELEVATION = 372.34 CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR BENCHMARKS #2088 AND #1909 SITE CONTROL: ESM CONTROL POINT LOACTED 27' NW OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE. N 178033.9669, E 1323118.6406, ELEVATION = 466.25 ESM CONTROL POINT LOCATED 511' WEST OF THE INTERCESTION OF SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. N 178031.6592, E 1322625.8698, ELEVATION = 454.97 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. S ftm I I Iv1 FeeetelWW'.WA98°08 nxnm m (aa)wwu WWW.esmclvil.com u,a,�,�m son am-sme CiNI Engineefing Wn0 $wveYmg La Glonning wer W.. I o,oi� u�"gamane I i awa<oro ama".a ",. ESM JOB #1655- 001 -009 Kel REVISION MATERIALS LIST 1 PUMP VAULT. REFER TO THE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFORCEMENT DETAILS. 2 5' x 6' ALUMINUM DOUBLE -LEAF HATCH, H -20 RATED. RUBBER GASKETED, WITH RECESSED PADLOCK PROVISIONS, AND SPRING - ASSIST OPENING. (LW PRODUCTS). PROVIDE STAINLESS STEEL SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH. ALL HARDWARE & FASTENERS IN WETWELL SHALL BE TYPE 316 STAINLESS STEEL. PROVIDE HAND -GRAB ON HATCH BOTTOM SIDE TO ASSIST LADDER ENTRY AND EXIT. O 2' x 2' ALUMINUM SINGLE -LEAF HATCH, H -20 RATED. RUBBER GASKETED, WITH RECESSED PADLOCK PROVISIONS, AND SPRING - ASSIST OPENING. (LW PRODUCTS.) ALL HARDWARE & FASTENERS IN WETWELL SHALL BE TYPE 316 STAINLESS STEEL. ® UNIHOIST CORE MOUNT SLEEVE TO MATCH CITY OF RENTON MAN - REMOVAL EQUIPMENT (MODEL NO. ZX 10109 WITH MODEL ZX 10552 CAP). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SO ROLL -OUT SAFETY NET (SAFE APPROACH MODEL 121) - -MATCH HATCH SIZING. © 5' X 7' FIBERGLASS DECKING CENTERED ON SUMP WALL, 1/2" GRIT SURFACED GRATING - ALL GRAY IN COLOR, 1/2" S.S. ANCHORS. STRUCTURE SUPPORTS PER MANUFACTUREERS SPECIFICATIONS. 42" HIGH FIBERGLASS SAFETY RAIL WITH 4" KICK PLATE. PROVIDE DOUBLE Y1 S.S. CHAIN WITH EYES AND SNAPHOOKS FOR FALL PROTECTION AT OPENINGS. (FIBERGRATE COMPOSITE STRUCTURES). FRP LADDER WITH 2' FRP SO SIDE RAILS W/ FIBERGLASS STEPPING PLATFORM, 6" FRP CHANNEL, 1 -1/4" ROUND FLUTED FRP RUNGS, & 1/4" ROUND HEAD BOLT 316 S.S. BOLT ASSEMBLY AT 12" O.C. (FIBERGRATE COMPOSITE STRUCTURES). SEE SHEET C7.0 FOR IMAGE OF FIBERGLASS STEPPING PLATFORM. ® 14' WIDE FRP RETRACTABLE LADDER TO LOWER LEVEL - LENGTH AS REQUIRED FROM DECK TO FILLET LEVEL. 2" X 1/4" SQ FRP TUBING SIDE RAILS AND 1 -3/8" FRP TUBING RUNGS. PROVIDE POSITIVE S.S. LATCH IN UP POSITION. ATTACH WITH 1/2" DIAM. S.S. ANCHORS. (FIBERGRATE COMPOSITE STRUCTURES) 9 POLY MANHOLE RUNGS FROM ELEV. 421.50' TO 1' ABOVE BOTTOM OF VAULT. 10 B" SCH. 40 PVC WETWELL TO 16" SQUARE X 1' THICK CONCRETE BASE. 8" ALUMINUM PIPE WITH VENT STACK ODOR CONTROL MODULE (CALGON). ELECTRICAL HANDHOLE AND VALVE VAULT 11 ELECTRICAL HANDHOLE - SET FLUSH TO GRADE. PROVIDE ONE FOR CONTROL WIRING AND ONE FOR POWER WIRING. (UTILITY VAULT MODEL NO. 233 -LA WITH NO. 23 -2436P COVER.) MARK COVERS "POWER" AND "CONTROL ". PROVIDE 1 -1/2" PVC SCH 80 DISCHARGE LINE AND ROUTE TO VALVE VAULT SUMP PUMP 12 VALVE VAULT WITH ALUMINUM HATCH (SEE ITEM 13), CAST IN TOP SLAB. PROVIDE 18" MIN. INSIDE SUMP DIMENSIONS x 18" DEEP WITH MINIMUM 6" REINFORCED WALL. SEAL BETWEEN SUMP AND VAULT (UTILITY VAULT MODEL NO. 810 -LA). 13 4' x 6' ALUMINUM DOUBLE -LEAF HATCH, H -20 RATED. GASKETED, WITH RECESSED PADLOCK PROVISIONS, AND SPRING - ASSIST OPENING. (LW PRODUCTS). PROVIDE SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH, ALL HARDWARE & FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. PROVIDE HAND -GRAB ON HATCH BOTTOM SIDE TO ASSIST LADDER ENTRY AND EXIT, 14 16' WIDE ALUMINUM LADDER WITH 2' X 3/8' SIDE RAILS AND FIBERGLASS STEPPING PLATFORM - LENGTH AS REQUIRED TO 1' ABOVE BOTTOM OF STRUCTURE. SEE SHEET C7.0 FOR IMAGE OF FIBERGLASS STEPPING PLATFORM. VALVE VAULT SUMP PUMP 15 SUMP PUMP - 1/2 HP, 120V, PH. (PACO MODEL NO. PIP701C) WITH INTEGRAL LEVEL CONTROL FLOAT. 16 1 -1/2" PVC DISCHARGE LINE WITH CHECK VALVE, ISOLATION VALVE, AND DISASSEMBLY UNION. SCH 80 PROVIDE DROP PIPE INSIDE WETWELL WITH SS STRAP. PUMP INLET 17 12" FL DI COUPLING ADAPTER WITH TIE RODS. PROVIDE CONNECTION BETWEEN 12" GRAVITY SEWER LINE UNDER THE ISSAQUAH SCHOOL DISTRICT SEWER EXTENSION PLAN SHEET SS -09. 1 18 12" FL GATE VALVE - RESILIENT SEAT - WITH VALVE BOX EXTENDED TO GRADE (M &H MODEL NO. 4067 -13). 19 12' FL X FL DI PIPE - LENGTH AS REQUIRED. EPDXY PRIME AND COAT INSIDE WETWELL. 0 12" FL TEE WITH BLIND FLANGE - INSIDE DROP CONNECTION 12" FL x PE DI PIPE - LENGTH AS REQUIRED, 45' BEVEL ON PE TRANSFER PUMP AND DISCHARGE 21 SUBMERSIBLE PUMP - 3", 3 HP, 460V, 3 PHASE, 297 GPM ® 13' TDH. FLYGT MODEL NP3085 WITH 135 mm IMPELLER. PROVIDE SS LIFTING CABLE. 4" FL QUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW. FASTEN TO CONCRETE BOTTOM SLAB WITH 3/4" S.S. ALL THREAD AND HILTI HY150. 2" S.S. SCH 40 STEEL GUIDE RAILS. FASTEN TO CONCRETE VAULT LID WITH 316 S.S. BRACKETS, 23 4" SCH 40 PVC PIPE - LENGTH AS REQUIRED. 24 4" SOCKET x SOCKET SCH 40 PVC 90 ELL. MAIN SUMP PUMPS AND DISCHARGE 25 TOPS BASIN WITH 4" DISCHARGE. SUBMERSIBLE PUMP - 4, 20 HP, 460V, 3 PHASE, 439 GPM ® 74' TDH, FLYGT MODEL NP3153HT (ONE PUMP WITH RECIRCULATION /FLUSHING VALVED), WITH 253mm IMPELLER, PROVIDE SS LIFTING CHAINS FOR EACH PUMP. FASTEN CHAIN TO VAULT WITH S.S. 316 BRACKETS. 6" FL QUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW. FASTEN TO CONCRETE BOTTOM SLAB WITH '' %" SS ALL THREAD AND HILTI HY150. 7 4" FL X PE DI PIPE 4" X 6" FL X FL DI REDUCER 9 6" FL x PE DI PIPE - LENGTH AS REQUIRED. 30 6" X 6" FL DI 90 ELL 31 6' FL x PE DI PIPE W /WALL RING - LENGTH AS REQUIRED. 3 6" MJ DI SLEEVE 6' FL CHECK VALVE WITH LEVER & WEIGHT (M &H MODEL NO. 159). FUSHION- BONDED EPDXY COATED INSIDE AND OUT. 3 6" FL DI COUPLING ADAPTER WITH TWO ANCHOR PINS OR TIE RODS, 35 6" FL PLUG VALVE WITH DP NUT (M &H 1820). FUSION - BONDED EPDXY COATED INSIDE AND OUT. PROVIDE ONE DP HANDLE. 36 6" FL 45 DI ELL. 3 6' X 6' FL DI TRUE WYE. 3 6" FL X PE DI PIPE. (2' -6" MINIMUM). 39 6' FL MAGNETIC FLOW METER WITH 30' CABLE - REMOTE MOUNT READOUT ADJACENT TO RTU SIGNAL CONVERTER INCLUDES INDICATOR, TOTALIZER, AND PROVIDE 4 -20Mu AND SCALED DIGITAL PULSE OUTPUTS (SIEMENS MODEL NO. MAG3100W /5000) 4 6" FL X FL DI PIPE. (1' -6" MINIMUM). 41 6" X 8" MJ X FL DI REDUCER. ® 8" FL DI COUPLING ADAPTER WITH TIE RODS. PROVIDE CONNECTION BETWEEN 8" C900 FORCE MAIN SEWER LINE UNDER THE ISSAQUAH SCHOOL DISTRICT SEWER EXTENSION PLAN SHEET SS -13. 43 BOLT THROUGH FLANGE WITH 0 -15 PSI OIL FILLED PRESSURE GAUGE (RED VALVE SERIES 40) 44 6" STAND -ON (MODEL NO. S92) PIPE SUPPORT. FASTEN TO FLOOR SLAB PER MANUFACTURER'S SPECIFICATIONS. 45 CONCRETE THRUST WALL - #4 ® 12' E.W. 1'D" MIN. THICKNESS. f'c 3KSI. 4- #4 DOWELLS WITH HY150 HILTI TO VAULT. 47 HOSE BIB, 3/4" X 50' HOSE, ADJUSTABLE BRASS NOZZLE AND GALVANIZED HANGER RACK. Sm.357603 Y wholld summon: srac: Wxnu+: xaw ,gee °ere gga°x<W, o igg3i,.1 LIBERTY HIGH SCHOOL 01/28/2( v I g xsg N.T.S. �- �- CITY O F MgG°x: w 7DATEAPPR PUMP STATION °�Wx: RENTON ME ' I w,c wcx C3.O ° , Ny r Nm� Planning /Building /Public works Deft. GENERAL NOTES /MATERIALS LIST BY 3 �2 5- 357603? w 7 z 0 ww a a a. G CL 0 U U) _V M} III LL m J g A(SHEET C5.0) < B r' tL... y — <. 1t a.: �d OVERFLOW STORAGE HINGE 21 3 5 -0 "> 22 6' -0" K 24 4 IN VAULT LID ' < LINK SEAL (TYP) '" ` ` 24 8 2' -0 . " SEE ISSAQUAH SCHOOL DISTRICT ANDRAIL SEWER MAIN EXTENSION PLAN _ OPENING SHEET SS -09 FOR 12" PVC 17 g 2' -0" SANITARY SEWER GRAVITY MAIN. HANDRAIL "r <, WETWELL PIPE AT SLOPE 0.83 P OPENING '< ----- - - - - -- 26 END LIBERTY HIGH SCHOOL PUMP I.E.= 422.25, 12 "0 19 20 STATION PROJECT SEWER GRAVITY 1 <' MAIN CONSTRUCTION. - I GE HINGE 5 � 4'-0" OVERFLOW WEIR 2 .3, -24" 30 18 31 2' -21. ' 4 ¢ f 1 Y ar -<i 1' -2" �i� ice. _c. c i .� 1'-2 i 45 r-' Ii 31 n ELECTRICAL p5 0" ELECTRICAL' 11 HANDHOLE° i - -- -� -32 — L -- HANDHOLE' II Il 11 i II: 45 31 1 -1 2" SCH 80 PVC GRAVITY 1' -2" DISCHARGE LINE FROM ELECTRICAL HANDHOLE TO VALVE VAULT SUMP - 4 IV I 1 'N" II— 16 29 151 O 14 34 NOTES: 1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND 1' -2" I I 33 I REINFORCING SPECIFICATION. 29 2. SEE GENERAL NOTES FOR PAINTING SCHEDULE. INGE: 3. SEE ELECTRICAL PLANS FOR FLOAT HANGER AND TRANSDUCER 1 - - -- - 44 CONNECTIONS AND LOCATIONS. 13 34 47 HINGE 35 VALVE VAULT 36 12 SEE ISSAQUAH SCHOOL DISTRICT 45 SEWER MAIN EXTENSION PLAN 42 41 31 34 29 29 SHEET SS -13 FOR 8" C900 34 SANITARY SEWER FORCE MAIN. .'Q - .1- 2' -6" 37 31 35 40 39 44 1 —1" 38 END LIBERTY HIGH SCHOOL PUMP STATION SEWER PROJECT FORCE 3' -10" a MAIN CONSTRUCTION. LINK SEAL (TYP.) PLAN VIEW 18O NSULTTiNG ENGJNEEHS LLG ¢`y � rte' O rAL am a SURVEIID: SfNE' �_i^e HOR¢oix"iru:enwis'ei�,sz, �� ® �M210 �° ®� ®ICI Q o� i _® CITY OF r-ea"rm We wn aeaos R,A e„x 1111, 111_1,,'" , z Faa906111111111. em 81/20 www.esmcivil.com , ru RENT 0 N one ,nex P1.1 ue "eex "s I ioea smart I Le "a Mann',q ' �� DATUM P"eiww«w P..yn veeeRe „ „.:, La "meeRe ,•.u�roew� r ` o «EC ., cuu. scut Planning /Building /Public Works Dept. AN If . ow INCH ESM JOB #1655- 001 -009 L 4 j1 NO. REVISION BY DATE APPR 0fl° "G`" B (SHEET C5.0) 5- 351604 LIBERTY HIGH SCHOOL PUMP STATION MECHANICAL PLAN C.D,�5- 357(oC)4 01 /26l Fl6OBWN: PAGE 1 CABLE /CHAIN —/ SUPPORT (TYP) PER MANUFACTURER'S SPECIFICATIONS NOTES: i. 1' -3" PUMP GUIDE BAR SUPPORT (TYP) PER MANUFACTURER'S SPECIFICATIONS 3' -10" <G 2._O" -- U) I I ( E -< ; GRI t ELE J 'EL L EV .=410.00 ( 9' << " 24 ` F < I ELEV -408 70 - SECTION A -A ELEVATION VIEW SCALE: 1 " =2" 1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND REINFORCING SPECIFICATION. 2. SEE GENERAL NOTES FOR PAINTING SCHEDULE. 3. SEE ELECTRICAL PLANS FOR FLOAT HANGER AND TRANSDUCER CONNECTIONS AND LOCATIONS. 1. ELEV.= 411.30 < LANDING FOR LADDER = 411.30 ELEVATION REMARKS 7 421.50 OVERFLOW TO EMERGENCY STORAGE HIGH ALARM 1 � PUMP ON 414.10 TO TELEMETRY /PUMP CONTROL PLC PUMPS OFF 412.10 TO TELEMETRY /PUMP CONTROL PLC 409.90 MINIMUM PUMP SUBMERGENCE 408.40 FINISH FLOOR D""""' oa NO. REVISION BY 6 - - -I \ APPR AM T F NOT ONE INCH mO °N°r G PPRO D' 0 Q 05% SEE CONNECTION DETAIL RIGHT ` - ,1 ELEV.= 421.75 L r 4 'ELEV.= 410.91 r� U —BOLT WITH 23' -4" `- DOUBLE NUTS AND WASHERS 1� = OVERFLOW '!�;• ;a STORAGE 6" DI PIPE F- W ,�.<- -; SECURE TO WALL WITH m STAINLESS STEEL PIPE CLAMPS AT 36" O.C. 6" DI PIPE ' 21 ELEV.= 410.00 ;< < - ELEV.= 408.40' f .�.. NOTES: i. 1' -3" PUMP GUIDE BAR SUPPORT (TYP) PER MANUFACTURER'S SPECIFICATIONS 3' -10" <G 2._O" -- U) I I ( E -< ; GRI t ELE J 'EL L EV .=410.00 ( 9' << " 24 ` F < I ELEV -408 70 - SECTION A -A ELEVATION VIEW SCALE: 1 " =2" 1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND REINFORCING SPECIFICATION. 2. SEE GENERAL NOTES FOR PAINTING SCHEDULE. 3. SEE ELECTRICAL PLANS FOR FLOAT HANGER AND TRANSDUCER CONNECTIONS AND LOCATIONS. 1. ELEV.= 411.30 < LANDING FOR LADDER = 411.30 I ELECTRICAL I.. L L HANDHOLE 1 - -____- II -{I� 31 31 II `Ii V -2" c1 0 r 1 -- b 'L ; 32 fD -INLET PIPE 0 WALL < <, o� o IE= 422.25, 12 "0 45 45 8 "X8 "X15" CONCRETE ENCASEMENT VALVE VAULT 4' OVERFLOW WEIR ... �....._...._ -�.YL ELEV.= 421.75 qW7 ELEV.= 421.50 ELEV.= 420.75 MIDDLE OF PIPE w SUPPORT i o ` PIPE SUPPORT (TYP) 1 -1/2" SCH 80 PVC GRAVITY .. _ SEE DETAIL THIS SHEET DISCHARGE LINE FROM ELECTRICAL i0 ��., �' -`. _ - HANDHOLE TO VALVE VAULT SUMP ELEV.= 416.75 MIDDLE OF PIPE '1 SUPPORT i z ! I " SECURE TO WALL WITH I STAINLESS STEEL PIPE CLAMPS AT 24" O.C. I I E ELEV.-412.75 J. MIDDLE OF PIPE SUPPORT =412.101 28 27 3" AC PAVEMENT OVER 6" CRUSHED BASE COURSE. 1:.j (VOLCLAY RX -101) SEE STRUCTURAL PLANS FOR REINFORCEMENT FLOATS ELEVATION REMARKS 7 421.50 OVERFLOW TO EMERGENCY STORAGE HIGH ALARM 1 � PUMP ON 414.10 TO TELEMETRY /PUMP CONTROL PLC PUMPS OFF 412.10 TO TELEMETRY /PUMP CONTROL PLC 409.90 MINIMUM PUMP SUBMERGENCE 408.40 FINISH FLOOR D""""' oa NO. REVISION BY 6 - - -I \ APPR AM T F NOT ONE INCH mO °N°r G PPRO D' 05% I ELECTRICAL I.. L L HANDHOLE 1 - -____- II -{I� 31 31 II `Ii V -2" c1 0 r 1 -- b 'L ; 32 fD -INLET PIPE 0 WALL < <, o� o IE= 422.25, 12 "0 45 45 8 "X8 "X15" CONCRETE ENCASEMENT VALVE VAULT 4' OVERFLOW WEIR ... �....._...._ -�.YL ELEV.= 421.75 qW7 ELEV.= 421.50 ELEV.= 420.75 MIDDLE OF PIPE w SUPPORT i o ` PIPE SUPPORT (TYP) 1 -1/2" SCH 80 PVC GRAVITY .. _ SEE DETAIL THIS SHEET DISCHARGE LINE FROM ELECTRICAL i0 ��., �' -`. _ - HANDHOLE TO VALVE VAULT SUMP ELEV.= 416.75 MIDDLE OF PIPE '1 SUPPORT i z ! I " SECURE TO WALL WITH I STAINLESS STEEL PIPE CLAMPS AT 24" O.C. I I E ELEV.-412.75 J. MIDDLE OF PIPE SUPPORT =412.101 28 27 3" AC PAVEMENT OVER 6" CRUSHED BASE COURSE. 1:.j (VOLCLAY RX -101) SEE STRUCTURAL PLANS FOR REINFORCEMENT FLOATS ELEVATION REMARKS 7 421.50 OVERFLOW TO EMERGENCY STORAGE HIGH ALARM 421.00 TO TELEMETRY /PUMP CONTROL PLC PUMP ON 414.10 TO TELEMETRY /PUMP CONTROL PLC PUMPS OFF 412.10 TO TELEMETRY /PUMP CONTROL PLC 409.90 MINIMUM PUMP SUBMERGENCE 408.40 FINISH FLOOR 3awl- - - - -E 1 < 11.21 SEE PLAN VIEW BELOW FOR CONCRETE FILLET. CONCRETE TYPE PER STRUCTURAL PLANS. <' FF ELEV.= 408.40 ,< ,n r' LEV.= 411.21 25 3' -1" %e' LEV.= 411.30 `q. WETWELL FLOOR PLAN SCALE: 1 " =2" WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ■ ;ak P- m ,e,savam so-mi,eNgc I ®I ®I�I suftz,o FINWal WW. WA96W3 www.esmcivil.com esu., wr I m69°i- "} Ol Civil En9i I t NwwpemeM L°Mecopv B�Y ' " °" " ° "° W/OkAL �1 7 ' NI am 1 10=2' < 2 FWL�rewrw. k811 GIINAi D""""' oa NO. REVISION BY DATE APPR AM T F NOT ONE INCH mO °N°r G PPRO D' t .. �1` SEE CONNECTION DETAIL RIGHT ` - r 4 'ELEV.= 410.91 1/2" SS U —BOLT WITH 2' -2j" DOUBLE NUTS AND WASHERS '!�;• 6" DI PIPE SS CBX11.5 6" DI PIPE ' 1/2- SS U —BOLT WITH ` DOUBLE NUTS AND WASHERS` < :LEV.= 411.30 {.r SEE CONNECTION DETAIL WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ■ ;ak P- m ,e,savam so-mi,eNgc I ®I ®I�I suftz,o FINWal WW. WA96W3 www.esmcivil.com esu., wr I m69°i- "} Ol Civil En9i I t NwwpemeM L°Mecopv B�Y ' " °" " ° "° W/OkAL �1 7 8Fx01D: am 1 10=2' DFSisxm: 2 FWL�rewrw. k811 GIINAi D""""' oa NO. REVISION BY DATE APPR AM T F NOT ONE INCH mO °N°r ESM JOB #1655- 001 -009 PPRO D' - -- I I — i (2) ( I 0'-6" 1/4 I WITt (2) BOL PIPE SUPPORT CONNECTION DETAIL SCALE: 1 " =1" 2' -6" OVERFLOW STORAGE r,r 4 SECTION C -C ELEVATION VIEW SCALE: 1 " =2" 1" X 11/16" SLOT IN CHANNEL SS 5/8 "0 BOLTS, NUTS & WASHERS " X 6" WIDE PLATE 1 90' BEND 5/8 "0 SS ADHESIVE ANCHOR —9- @E CITY OF xoxaoxru- xnD ,esT/,sa, RENTON DATUM Planning /Building /Public Works Dept. LINK SEAL TYP. 5- 351605 LIBERTY HIGH SCHOOL PUMP STATION MECHANICAL ELEVATION Cif" S�-35ir05" 01/28/201 w Z z 0 U W O 0! VJ C� G J Q U 2 LLI m J N GUTTER W/ DO & SPLASH BLO PERIMETER) HOLLOW METAL CONC. ELEV 2 INTAKE LOUVE SEE NOTE 3 NOTES: 1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND REINFORCING SPECIFICATION. 2. SEE ELECTRICAL PLANS FOR ADDITIONAL EQUIPMENT INFORMATION. 3. BUILDING INTAKE LOUVERS TO BE CONSTRUCTION SPECIALTIES MODEL A2097, INTERIOR MOUNTED, MEDIUM GRAY W/ STANDARD MILL FINISH, WITH BIRD AND INSECT SCREEN. YARD LIGHT CAL PLANS 3 INFORMATION WARNING: 9D m'�„ e 3,9 FeCe;al WeY. WA 98003 THE UTILITY LOCATIONS SHOWN wwW.esmcivil.commY� Evil Ene;n. Iln9 I V ne S M ae.ment I Wnd P° nnlPxM[ectum ARE APPROXIMATE ONLY. DEPTH b,, "� UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 tA5 I tLt VA 1 IUN 011111111111110 REVISION )NC. LID SLAB EV =431.0 ��Eai Yll CONC. LID ELEV =431.1 1 1' -9" INSULATION: R -30 FOIL FACED FIBERGLASS BATT IN CEILING BIRD BLOCK BOARD. SEE STRUCTURAL PLANS FOR 1, -6" PAINT CEILING WHITE TRIM AS REQUIRED YARD LIGHT CAL PLANS 3 INFORMATION l y1 y I a I I "L " VA I I V i m suevEtiEm sws: Vp WI NRw W/1 CITY OF i*><21 NDPIZOMPL WD 19&t/189f C9 DESIEMED� RENTON DRI.WN: DOL �____o�n,E ,;nc" DATUM DW. . *NI asu� I Planning /Building /Public Works Dept. AN IF w ME INCH pppp�.fp: SCN£ M OPDIN Y 8, -8" SECTION A -A :R AND PALAU _L CWD CAT. 070AS SIDE . EXHAUST FAN LID SLAB 431.0 5- 351606 LIBERTY HIGH SCHOOL PUMP STATION ELECTRICAL BUILDING 5- 357G0ro 1"X8" ROUGH SAWN CEDAR FACIA BOARD WRAPPED IN 26 GAUGE STAINLESS STEEL 01/28/201 a BACKFILL MATERIAL PER STORM DRAIN NOTE 4 PEA GRAVEL STORM DRAIN PIPE FINISHED SUBGRADE 0 0 ° 0 ° 0. 0 0 o °0 O0 o o °. o o O VARIES, SEE STORM DRAIN NOTE 3 /- PIPE O.D. 6" BEDDING MATERIAL VARIES PER STORM DRAIN --kk NOTE 3 OR CONCRETE MAXIMUM TRENCH ENCASEMENT BELOW WIDTH I.D. + 30" < 15 "0 FOUNDATION GRAVEL CLASS B = 1.5XI.D. +18'> 18 "0 PER WSDOT 9 -03.17 (IF REQUIRED) TRENCH SECTION (STORM DRAIN PIPE) NAT TA Ch11L WARNING: ..T.... ,BHH,210 dSOee1.E OBG 1 0 I ® I w I Eu eB1B FeEe,sl WeY, WA BROW THE UTILITY LOCATIONS SHOWN WWW esmcivil.cS. wP� CIA 0,sl ".".� "e I rE°roieci "wma.m. "r I ww--a N"tl,KI ARE APPROXIMATE ONLY. DEPTH NMI. "°° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 RECESSED UFT POCKET W — 11 N.C. SOCKET HD 2" A.C. 2'-0" SCREW t Y" LONG (BRONZE OR S.S.) i < V x 2" RAISED PADS 6" CONCRETE CLASS 3000 FIBER JOINT PACKING + -- 12 Y° - -+ 14" WATER TIGHT � PLUG 2' )�• 45' (1/8) BEND t b' 3'• 2 2" 11" 12 Y:' I-11 •�O 14" 0 CAST IRON RING AND COVER e'� P PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. NOTES: 1. 8" CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS BYD. PLN - 4OB1 ' DEPARTMENT B OR 6 INCH CLEAN -0OUT MARCH 2008 18' -0" POST TOP GATE POST STORM DRAINAGE NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST "ENGLISH" UNIT EDITION, OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). CHAIN LINK FABRIC THE STANDARD SPECIFICATIONS GOVERN ALL PHASES OF WORK. 2. STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS, A. PVC PIPE CONFORMING TO ASTM D 3034 SDR 35 FOR PIPE UP TO 15 —INCH DIAMETER AND ASTM F 789 TYPE 1 FOR PIPE SIZES 18 —INCH TO 27 —INCH DIAMETER. PVC PIPE JOINTS SHALL CONFORM TO GATE POST ASTM D 3212 WITH RESTRAINED GASKETS CONFORMING TO ATM F 477. .T:i�/� Y�� B. ALL PIPE JOINTS SHALL BE RUBBER GASKETED. FULCRUM LATCH W/ STRIKE STRAP 3. ALL STORM DRAIN PIPE SHALL BE BEDDED EXCEPT AS NOTED ON THE PLAN SHEETS (E.G. IN POND BERMS). BEDDING MATERIAL SHALL CONFORM TO "BEDDING MATERIAL FOR RIGID PIPE" AS SPECIFIED IN SECTION 9- 03.12(3) OF THE STANDARD SPECIFICATIONS. WASHED PEA GRAVEL MAY ALSO BE USED FOR PIPE BEDDING. BEDDING SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES UNDER THE BARREL OF THE PIPE AND UP TO THE FOLLOWING LEVELS: — PVC — ONE (1) FOOT ABOVE THE CROWN OF THE PIPE. z O AS AN OPTION THE CONTRACTOR MAY USE CONTROLLED DENSITY FILL. 0 1� 4. TRENCH BACK FILL SHALL BE EXCAVATED NATIVE MATERIAL OR BANK RUN GRAVEL FOR TRENCH BACK FILL I— CONFORMING TO SECTION 9 -03.19 OF THE STANDARD SPECIFICATIONS, DEPENDING ON THE SUITABILITY OF THE Q GATE FRAME NATIVE MATERIAL TO COMPACTION. SUITABLE MATERIAL SHALL BE FREE FROM MUD, MUCK, ORGANIC d L MATTER, BROKEN PAVEMENT, ROCKS GREATER THAN 6 —INCH DIMENSION, AND OTHER DELETERIOUS MATERIAL, AND MUST BE CAPABLE OF COMPACTION TO MEET THE REQUIRED DENSITY AT THE TIME OF PLACEMENT. IF THE V/ NATIVE MATERIAL CANNOT BE READILY COMPACTED TO SPECIFIED DENSITY, ONLY BANK RUN GRAVEL SHALL BE UTILIZED AND ANY INSUFFICIENTLY COMPACTED NATIVE MATERIAL SHALL BE REMOVED AND REPLACED WITH Q. BANIPIRUN GRAVEL. THE NATIVE MATERIAL SHALL ONLY BE USED AND REMAIN IN PLACE IF INSITU COMPACTION TESTING PROVIDES SUFFICIENT EVIDENCE THAT THE SPECIFIED COMPACTION IS UNIFORMLY ATTAINED. 10' -0° D AN EXCEPTION TO THE ABOVE SPECIFICATIONS, IS THAT LOW PERMEABILITY GLACIAL TILL MUST BE USED FOR PIPES < LAID IN OR THROUGH POND BERMS OR CREEK OR WETLAND CROSSINGS. x, TENSION BAR (NP 4 SIDES) BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES IN LOOSE DEPTH, AND EACH LIFT SHALL BE J MECHANICALLY COMPACTED TO THE FOLLOWING DENSITIES. O — ALONG AND OVER THE PIPE TO A DEPTH OF ONE FOOT ABOVE THE CROWN OF THE PIPE — 90 PERCENT O OF MAXIMUM DENSITY. T — MORE THAN ONE FOOT ABOVE THE CROWN OF THE PIPE IN UNIMPROVED AREAS — 90 PERCENT OF 1 MAXIMUM DENSITY. r0'^ — MORE THAN ONE FOOT ABOVE THE CROWN OF THE PIPE IN AREAS TO BE PAVED (ROADWAY AND /OR VJ SIDEWALK) — 95 PERCENT OF MAXIMUM DENSITY. — MAXIMUM DENSITY TO BE DETERMINED BY ASTM D1557. �2 _V 5. CALL UNDERGROUND LOCATE LINE 1- 800- 424 -5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. Z 6. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN CONTRACTOR, THE CITY'S INSPECTOR AND OTHER APPROPRIATE PARTIES. F— 7. THE CITY ENGINEER MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. NO PART OF THE DRAINAGE SYSTEM SHALL BE PUT INTO USE UNTIL IT HAS BEEN INSPECTED BY THE CITY. THE CITY MAY WAIVE THIS REQUIREMENT ON A CASE BY CASE BASIS IF CONTINUED EVIDENCE OF SOUND CONSTRUCTION Lv PRACTICE BY THE CONTRACTOR SO WARRANTS. IN ANY EVENT, INSTALLATIONS WHICH DO NOT MEET THE M REQUIREMENTS OF THESE STANDARDS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S SOLE EXPENSE. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL DRAINAGE STRUCTURES SHALL HAVE BOLT DOWN LOCKING LIDS. ALL DRAINAGE STRUCTURES THAT DO NOT COLLECT SURFACE WATER RUNOFF SHALL HAVE SOLID LOCKING LIDS. 10. PRIOR TO FINAL INSPECTION AND ACCEPTANCE, PIPES AND STRUCTURES SHALL BE CLEANED AND FLUSHED. 11. MANHOLES AND CATCH BASINS MUST MEET OSHA CONFINED SPACE REQUIREMENTS, WHICH INCLUDE CLEARLY MARKING ENTRANCES TO CONFINED SPACE AREAS. THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISER, JUST UNDER THE ACCESS UD. BACKFILL MATERIAL PER STORM DRAIN NOTE 4 PEA GRAVEL STORM DRAIN PIPE FINISHED SUBGRADE 0 0 ° 0 ° 0. 0 0 o °0 O0 o o °. o o O VARIES, SEE STORM DRAIN NOTE 3 /- PIPE O.D. 6" BEDDING MATERIAL VARIES PER STORM DRAIN --kk NOTE 3 OR CONCRETE MAXIMUM TRENCH ENCASEMENT BELOW WIDTH I.D. + 30" < 15 "0 FOUNDATION GRAVEL CLASS B = 1.5XI.D. +18'> 18 "0 PER WSDOT 9 -03.17 (IF REQUIRED) TRENCH SECTION (STORM DRAIN PIPE) NAT TA Ch11L WARNING: ..T.... ,BHH,210 dSOee1.E OBG 1 0 I ® I w I Eu eB1B FeEe,sl WeY, WA BROW THE UTILITY LOCATIONS SHOWN WWW esmcivil.cS. wP� CIA 0,sl ".".� "e I rE°roieci "wma.m. "r I ww--a N"tl,KI ARE APPROXIMATE ONLY. DEPTH NMI. "°° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 RECESSED UFT POCKET W — 11 N.C. SOCKET HD 2" A.C. 2'-0" SCREW t Y" LONG (BRONZE OR S.S.) i < V x 2" RAISED PADS 6" CONCRETE CLASS 3000 FIBER JOINT PACKING + -- 12 Y° - -+ 14" WATER TIGHT � PLUG 2' )�• 45' (1/8) BEND t b' 3'• 2 2" 11" 12 Y:' I-11 •�O 14" 0 CAST IRON RING AND COVER e'� P PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. NOTES: 1. 8" CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS BYD. PLN - 4OB1 ' DEPARTMENT B OR 6 INCH CLEAN -0OUT MARCH 2008 18' -0" POST TOP GATE POST (° I ALL JOINTS —/ IIL DROP BAR #3 HOOPS WELDED TO MAKE ® 6" A SOLID FRAME T9' _ °I 8#6 VER IT EVENLY SPACED Ls ! L �6^ I CLASS C .I: 18 "0 mot' CONCRETE DOUBLE SWING GATE DETAIL I� �t SCALE: 1 " =2' EXAMPLE OF FIBERGLASS STEPPING PLATFORM NOT TO SCALE CITY OF 1 8W010.>'p✓NIITML "BYDATE �'�.�'.$. xasaoNrN_ w,s isea / +ss, DESIGNED ' ""` a'eLrru` .�". R E N TO N OCL AGWN: °NI E DATUM ` " "" Aim a *�u-EINC Planning /Building /Public Works Dept. If NOT ONE INCH NO. REVISION APPR "P^" " ""C0R 01NCL 10' -0" ALL JOINTS WELDED TO MAKE POST TOP -\.,a A SOLID FRAME GATE POST X X 5- 351601 CHAIN LINK FABRIC ULCRUM LATCH I/ STRIKE STRAP GATE FRAME (TYP 4 SIDES) TENSION BAR (TYP 4 SIDES) #36HOOPS �I 118 #6 VERT yy }} EVENLY SPACED CLASS C CONCRETE I ° : °.. ' t6' 18 "0� SINGLE SWING GATE DETAIL SCALE: 1 " =2' LIBERTY HIGH SCHOOL PUMP STATION DETIALS & NOTES d-.©`, S- 35760? C7.0 CHAIN LINK FABRIC GATE POST .T:i�/� Y�� FULCRUM LATCH W/ STRIKE STRAP '>< 6' -0" 2x GATE FRAME y (TYP 4 SIDES) 10' -0° < x, TENSION BAR (NP 4 SIDES) (° I ALL JOINTS —/ IIL DROP BAR #3 HOOPS WELDED TO MAKE ® 6" A SOLID FRAME T9' _ °I 8#6 VER IT EVENLY SPACED Ls ! L �6^ I CLASS C .I: 18 "0 mot' CONCRETE DOUBLE SWING GATE DETAIL I� �t SCALE: 1 " =2' EXAMPLE OF FIBERGLASS STEPPING PLATFORM NOT TO SCALE CITY OF 1 8W010.>'p✓NIITML "BYDATE �'�.�'.$. xasaoNrN_ w,s isea / +ss, DESIGNED ' ""` a'eLrru` .�". R E N TO N OCL AGWN: °NI E DATUM ` " "" Aim a *�u-EINC Planning /Building /Public Works Dept. If NOT ONE INCH NO. REVISION APPR "P^" " ""C0R 01NCL 10' -0" ALL JOINTS WELDED TO MAKE POST TOP -\.,a A SOLID FRAME GATE POST X X 5- 351601 CHAIN LINK FABRIC ULCRUM LATCH I/ STRIKE STRAP GATE FRAME (TYP 4 SIDES) TENSION BAR (TYP 4 SIDES) #36HOOPS �I 118 #6 VERT yy }} EVENLY SPACED CLASS C CONCRETE I ° : °.. ' t6' 18 "0� SINGLE SWING GATE DETAIL SCALE: 1 " =2' LIBERTY HIGH SCHOOL PUMP STATION DETIALS & NOTES d-.©`, S- 35760? C7.0 j Z z Q w U) Z Of a w X w I= w w U) f— _V IY U) D J O O U 3 U) 'C Q C3 U) E 0 L0 N r Ac 0 N Pl N GENERAL NOTES THESE DRAWINGS ARE FOR THE SCOPE OF WORK OF THE STRUCTURAL WORK. REFER TO ESM DRAWINGS AND DOCUMENTS FOR ADDITIONAL SCOPE OF WORK. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY, ERECTION MEANS, METHODS, AND SEQUENCES, TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. COORDINATE SCOPE OF WORK AND ADDITIONAL REQUESTS WITH OWNER. CONSTRUCTION OBSERVATION BY THE ENGINEER IS FOR CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE GENERAL CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO CITY OF RENTON PUBLIC WORKS, 2010 WSDOT STANDARD SPECIFATIONS, 2006 ACI 350 ENVIROMENTAL ENGINEERING CONCRETE STRUCTURES. VAULT SURFACE LIVE LOAD: 250 PSF ROOF SNOW: 25 PSF FOUNDATIONS REFER TO GEOTECHNICAL REPORT BY AESI 8/2010 SOIL BEARING: 3000 PSF GENERAL : VAULT BOTTOM SLAB SHALL BEAR ON COMPACTED ROCK (95% ASTM D1557) OVER COMPETENT APPROVED NATIVE DENSE EARTH BEARING. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ENGINEER. EXCAVATIONS TO BE INSPECTED BY GEO TECHNICAL ENGINEER FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED EARTH. BACKFILL : BACKFILL AROUND THE VAULT TO CONFORM TO WSDOT 9 -03.12 (2) GRAVEL BACKFILL FOR WALLS, OR MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER. 95% COMPACTION PER ASTM D1557, USING LIGHT EQUIPMENT. DO NOT BACKFILL UNTIL ALL THE CONCRETE HAS CURED TO DESIGN STRENGTH. ROCK BASE: WSDOT 4 -03.12 (4) 95% COMPACTION PER ASTM D1557. CONCRETE CONCRETE AND PLACEMENT: SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 6 -02. SUBMIT PROPOSED MIX DESIGNS FOR REVIEW. MEET THE REQUIREMENTS OF 6- 02.3(2)A. PROVIDE A MIX AND PLACEMENT TECHNIQUES COMPATIBLE WITH REINFORCING LAYOUT. > FINISH AND FORMWORK: CLASS 2. SNAP TIES SHALL HAVE GROUTED CONCRETE PLUGS. INSIDE OF VAULT zo CONSIDERED "EXPOSED ". z MASONRY o MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF 2008 a ACI 530. MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f'm, SHALL BE 1500 PSI FOR CONCRETE MASONRY ASSEMBLIES. o+ PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL MAX. SLUMP MAXIMUM MAXIMUM ITEM CONCRETE (INCHES) AGGREGATE W/C GRADE N, MEDIUM WEIGHT CLASS m SIZE RATIO ALL CONCRETE 4000 4.5 3/4" .45 SUBMIT PROPOSED MIX DESIGNS FOR REVIEW. MEET THE REQUIREMENTS OF 6- 02.3(2)A. PROVIDE A MIX AND PLACEMENT TECHNIQUES COMPATIBLE WITH REINFORCING LAYOUT. > FINISH AND FORMWORK: CLASS 2. SNAP TIES SHALL HAVE GROUTED CONCRETE PLUGS. INSIDE OF VAULT zo CONSIDERED "EXPOSED ". z MASONRY o MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF 2008 a ACI 530. MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f'm, SHALL BE 1500 PSI FOR CONCRETE MASONRY ASSEMBLIES. o+ PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL a BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE v HOLLOW CONCRETE MASONRY UNITS (CMU): SHALL CONFORM TO ASTM C90. MINIMUM FACE SHELL O THICKNESS AS DEFINED BY ASTM C90, SECTION 5.3.1. PROVIDE GRADE N, MEDIUM WEIGHT BLOCK m WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. CMU CONSTRUCTION SHALL BE N SOLID GROUTED UNLESS NOTED OTHERWISE. REQUEST WRITTEN APPROVAL A MINIMUM OF (10) DAYS PRIOR TO PROCEEDING SITE MOBILIZATION. 0 n EQ. CONTRACTOR SHALL SUBMIT QUALIFICATIONS TO PERFORM HIGH LIFT GROUTING. 5TD O E/W EA5T / WE5T TYP. j MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 0 1800 PSI. 6ALV. GALVANIZED 3 % GROUT: GROUT FOR POURING SHALL BE A FLUID CONSISTENCY. CONFORM TO ASTM C476 AND ACI 0 530. f'g =2000 PSI MINIMUM AT 28 DAYS. U) 0. 1 GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND BEFORE LOSS OF E PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL a BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE o VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY o VIBRATED, OR PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND 3 PREVENT MOISTURE ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE. 0 U) MINIMUM (n HIGH LIFT GROUTING: HIGH LIFT GROUTING SHALL ONLY BE ALLOWED WITH PRIOR WRITTEN APPROVAL OF = THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING OFFICIAL. THE MASONRY CONTRACTOR SHALL C REQUEST WRITTEN APPROVAL A MINIMUM OF (10) DAYS PRIOR TO PROCEEDING SITE MOBILIZATION. 0 THIS SHALL APPLY TO UNIT MASONRY GROUTED IN LIFTS HIGHER THAN 5 FEET. THE MASONRY EQ. CONTRACTOR SHALL SUBMIT QUALIFICATIONS TO PERFORM HIGH LIFT GROUTING. N M O m 0 0 O O N / 0 IBbuoara�SoWObns xxx� ir�xw�xrx rxYaY senez,o 1w 1w iw l F¢er Way.WAWW3 w �W WIV www.esmcivil.com = awe w.�m ESM JOB #1655- 001 -009 NO. METAL REINFORCEMENT SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 6 -02.2 AND 9 -07 ALL BARS GRADE 60. LAP SPLICE ONLY WHERE INDICATED. 66I FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. METAL PLATE CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS IN CONFRRMANCE WITH IBC 2303.4. TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRMAING FROM THE ROOF SHEATHING TO THE SUPPORTING MEMBERS BELOW. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS. DETAIL DRAWINGS TO INDICATE ALL INFORAMTION AS REQUIRED: KEYPLAN; INDIVIDUAL TRUSS DESIGNS; PERMANENT BRACING AND CONNECTION DETAILS. WOOD PANEL SHEATHING: SHEATHING CD -X VENEER PLYWOOD. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1 -07 AND /OR PS2 -04. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SHOP DRAWINGS & SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. 1. CONCRETE MIX DESIGNS 2. REBAR SHOP DRAWINGS 3. ROOF TRUSSES STRUCTURAL ENGINEER CITY X X X X X X SPECIAL INSPECTION: PER CITY OF RENTON PUBLIC WORKS ABBREVIATION LIST SOT. BOTTOM J5T J015T CENTERLINE MAX. MAXIMUM CLR. CLEARANCE MIN. MINIMUM GONG. CONCRETE N/5 NORTH / 5OUTH EA. EACH 51IT'G 5HEATHIN6 EQ. EQUAL 5TD 5TANDARD E/W EA5T / WE5T TYP. TYPICAL FT6 FOOTING W/ WITH 6ALV. GALVANIZED MY OF RENTON BY I DATE I APPR ARF nr ruu scue s not ax xx 5t.VE /LCOfAW0.Y CITY OF RENTON DATUM Planning /Building /Public Works Dept. 5 -3516 ISSAQUAH SCHOOL DISTRICT LIBERTY HIGH SCHOOL PUMP STATION C-0 S - 35`1 (008 2010 -09 -1 S1.0 sur. 8 nr'21 W E Q Z f U W O a 3 O 0 O u O O N r O O N M N O Z -o N .d O n O N O) N O / O) 3 D O N CL E De o) 0 3 O N T N O) N M _O N O O O N � C7 Z z O w U) a � X W cr- W W v cr H 07 0 O O 2 U 3 U) Q o (��{ T m E � E N I 0 0 N ri N 0 Z v 0 a 1, O M m N 0 O rn 3 0 0 U) a E n 0 rn 0 3 V) N U) x J rn N to O a 0 rj 0 9 0 1/2" RADIU5 6RADE--� 3/4" GHAMFER WSDOT 4 -03.12 WASHED ROCK 6" PERFORATED DRAIN LINE W/ FABRIC WRAP -- COMPACTED FILL AROUND VAULT 4" PVC WATER5TOP - ----, II' I' LAP 5PLIGE 5LA5 BEYOND k2"x5I`a KEY ROCK BA5E SIMP50N H3 EAGH TRU55 W/ (2) Sd INTO TPU55 $ INTO PLATE - 2x4 6LOGKIN6 W/ 5GREENED VENTS TREATED (0.40 PGF INGI5ED) 2x6 PLATE ® ALL WALL5 W/1 /2 "iP 6ALV. ANGHOR BOLT5 (EMBED T" IN GROUT) - LOCATE BOLT5 12" FROM WALL GORNER5 d 2' -8" O.G. MAX. DO NOT 5PLIGE PLATE BETWEEN GORNER5 - 2" 6ALV. PLATE W45HER5 --_ (5) #5 ® 12" O.G. FROM WALL5 THEN #6 ® b" O.G. (W5 BAR5 OVER EM BAR5) -- —, TRUSSES GONG. FLOOR GONG. LID SLAB 1/2" RADIUS ® DOOR --- In (4) #6 ADD BAR5 AT HATGH - 5EE PLAN GHAMFER5 AT WEIR 5EE 52.0 Ramig'AMNrm #5 ® cl" O.G. W/ CIO° 5TD HOOK ® CORNER #5 ® 4" O.G. GONG. WALL ROUGHENED GON5T. JOINT GONG. FLOOR SLAB 2" GLR 12 2x4 BLOCKING ® RID6E MOOD PANEL 5HEATHIN6 WOOD PANEL 5HT'G (2) #5 IN COURSE OVER DOOR - RUN LENGTH OF WALL LINTEL BLOCK DOOR #5 DOWEL5 TYP. ALL GMU WALL5 bxb - W2.9xW2.9 DEFORMED WELDED WIRE FABRIG--N #5 VERTICAL ® GORNER5, DOOR JAMB5 d 3'4" O.G. OTHERWI5E W GMU (SPLIT • FACE) SOLID GROUTED (2) #5 HORIZ. ® 4TH GOUR5E, 8TH COURSE, 8 TOP COURSE - PROVIDE CORNER BAR5 W/ 24" LAP 3'4" MIN. LE6 FOR WALL VERT5 ® 6" O.G. LAPPED W/ SLAB BARS d 5TD 40" HOOK FOR OTHER WALL BAR5 2' -8" LAP 5PLIGE a60 r .� • • �� FOR O. ll I IE500 51D HOOK OL. MAT BAR5 UNDER - 1800 STD HOOK FOR GMU VERT5 ---__ (5) #b ® 12" O.G. FROM ` WALL WALL GORNER5, THEN #6 ® 6" O.G. (5) #b @ 12" O.G. FROM WALL WRl GORNER5, THEN #6 ® I U 3" O.G. KE r 2" GLR. O (5) #6 ® 12" O.G. FROM 5LA55, THEN #6 ® 3" O.G.(IN51DE OF VERTICAL 13AR5) (5) #b @ 12" O.G. FROM WALL5, THEN #b ® b" O.G. (IN51DE OF VERTIGAL5) `r #6 DOWEL5 #5 ® b" O.G. ® FROM 5LAB q EDGE OF KEY (5) #6 ® 12 LAP O.G. FROM MIN. 5PLIGE WALLS, THEN #b ®6" MIN. LAP .� 6" O.G. (N/5 BAR5 OVER E/A BARS) 410.0 #5 OR #b TYPICAL OUT5I0E WALL GORWR5 PLAN SECTION I /T =1 -ply % CORNER BARS LAPPED W/ EA. HORIZ. BAR 24 *5 ® b" O.G. LAP 5PLIGE MATCH 51ZE BAR5 D. NUMBER OF INTERRUPTED PROVIDED EA. SIDE OF BLOGKOUT. HOOK BAR5 THAT GAN NOT BE FULLY EXTENDED TYPICAL AT PIPE THROUGH WALL OR SLAB DETAIL 3/4 " =1' -O" 18 "x18 "x18" GA5T IN PLAGE GONG. SUMP WATER STOP VOLGLAY RX -101 2�" GLR. #4 ® 12" O.G. MAX. #4 BAR5 ® 12" O.G. MAX. EA. WAY SECTION /" 7 NO SCALE '--b" MIN. 5TD HOOK 5TD HOOK5 — 3 GLR. SECTION �� (SWALL5, THEN #b ® 3 "M E/W BAR jARS UNDER S=3576 10 CONSULTING ENGINEERS LLC 1 Cm OF REM-TON TIBYDATE YH11Y'4 N091 181 3333rd Strcel, Bldg C� r $, i • I ®ICI "°®° °`""Im I "' CITY OF ISSAQUAH SCHOOL DISTRICT 2010 -09 -1 $h1lChrd $Ojt�01tT ® Fede21 Way, WA 83003 tEtlEl@ 8 LIBERTY HIGH SCHOOL www.esmcivii.com I "2 +°�'» ""�"" Af2F °IEww DATUM 'J` RENTON PUMP STATION .)•1111 CMI IrosdM WM r is s Planning /Building /Public Works Dept. �• "�ra�" ESM JOB #1655- 001 -009 NO. REVISION APPR �`"`E �CO1m"0LY '"" 10°21 S- 357(!Q F TT 1. • 5LOGKOUT ' hAY .iN�m % CORNER BARS LAPPED W/ EA. HORIZ. BAR 24 *5 ® b" O.G. LAP 5PLIGE MATCH 51ZE BAR5 D. NUMBER OF INTERRUPTED PROVIDED EA. SIDE OF BLOGKOUT. HOOK BAR5 THAT GAN NOT BE FULLY EXTENDED TYPICAL AT PIPE THROUGH WALL OR SLAB DETAIL 3/4 " =1' -O" 18 "x18 "x18" GA5T IN PLAGE GONG. SUMP WATER STOP VOLGLAY RX -101 2�" GLR. #4 ® 12" O.G. MAX. #4 BAR5 ® 12" O.G. MAX. EA. WAY SECTION /" 7 NO SCALE '--b" MIN. 5TD HOOK 5TD HOOK5 — 3 GLR. SECTION �� (SWALL5, THEN #b ® 3 "M E/W BAR jARS UNDER S=3576 10 CONSULTING ENGINEERS LLC 1 Cm OF REM-TON TIBYDATE YH11Y'4 N091 181 3333rd Strcel, Bldg C� r $, i • I ®ICI "°®° °`""Im I "' CITY OF ISSAQUAH SCHOOL DISTRICT 2010 -09 -1 $h1lChrd $Ojt�01tT ® Fede21 Way, WA 83003 tEtlEl@ 8 LIBERTY HIGH SCHOOL www.esmcivii.com I "2 +°�'» ""�"" Af2F °IEww DATUM 'J` RENTON PUMP STATION .)•1111 CMI IrosdM WM r is s Planning /Building /Public Works Dept. �• "�ra�" ESM JOB #1655- 001 -009 NO. REVISION APPR �`"`E �CO1m"0LY '"" 10°21 S- 357(!Q F TT W Q Z F- U W O K a w €� a W Q Z H U W O K CL w a z z 0 U W O a � 0_ IZ J 0 0 U (A 2 _0 cr- 2 } H W m J BOTHELL i� EAST WENATCHEE dz CITY OF TACOMA CMR BELLINGHAM E N G I N E E R S SILVERDALE PLANNERS RICHLAND SCIENTISTS SHALL PROVIDE AND INSTALL PRIMARY POWER SERVICE CONDUCTORS. (800) 720-8052 RH2 PROJECT NO. ESM 1 10.052 SIGNED: 01/19/11 NO. PROPOSED SEWER ELECTRICAL SITE PLAN 1" = 40' REVISION BY I DATE I APPR rvn Irvin MLLMUVry Vr rnvrwm vnvu. SEE PHOTO A THIS SHEET FOR MORE INFORMATION. PROPOSED UNDERGROUND PRIMARY POWER SERVICE. MAINTAIN SEPARATION TO OTHER UTILITIES PER PSE REQUIREMENTS. INSTALL BOLLARDS AROUND TRANSFORMER AS NECESSARY PER PSE STANDARDS AND REQUIREMENTS FOR PROTECTION OF PAD -MOUNT TRANSFORMER. PROPOSFO SFWFR PUMP STATION SITF. SFF PROPOSED ELECTRICAL BUILDING PROPOSED STANDBY GENERATOR EXISTING OVERHEAD PRIMARY POWER SERVICE APPROXIMATE LOCATION OF PROPOSED PRIMARY POWER PULL VAULT. VAULT SHALL BE INSTALLED PARTIALLY IN SIDEWALK AND GRASS AREA. CONTRACTOR SHALL RESTORE BOTH THE SIDEWALK /CURB AND GRASS AREA TO EXISTING OR BETTER CONDITION AFTER INSTALLATION OF PROPOSED VAULT. VAULT LID SHALL BE FLUSH WITH SIDEWALK. PRIMARY POWER PULL VAULT LOCATION NO SCALE 5. 357613 ELECTRICAL NOTES i� 1. EXISTING UTILITY POLE. PUGET SOUND ENERGY SHALL PROVIDE PRIMARY SERVICE dz CITY OF CONNECTION AT TOP OF POLE. CMR 2. PROPOSED PRIMARY UNDERGROUND POWER SERVICE. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY. SHALL PROVIDE AND INSTALL CONDUIT. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL PRIMARY POWER SERVICE CONDUCTORS. 3. PROPOSED PAD -MOUNT TRANSFORMER. CONTRACTOR SHALL PROVIDE EXCAVATION Mw6 AND RESTORATION FOR INSTALLATION OF TRANSFORMER VAULT AND TRANSFORMER PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL TRANSFORMER VAULT AND PAD -MOUNT TRANSFORMER. PUGET SOUND DATUM ENERGY SHALL TERMINATE CONDUCTORS ON BOTH PRIMARY AND SECONDARY SIDE OF CNEp` ' TRANSFORMER. TRANSFORMER FRONT SHALL FACE WEST. TRANSFORMER SHALL HAVE 10' OF CLEARANCE IN FRONT OF TRANSFORMER AND 3' OF CLEARANCE ON SIDES AND REAR OF THE TRANSFORMER. Tp�O; 4. PROPOSED SECONDARY POWER SERVICE, CPI, . CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUITS AND CONDUCTORS FOR SECONDARY POWER SERVICE. 5. PROPOSED REDUCED BACKFLOW PREVENTER WITH INSULATED ENCLOSURE AND HEAT TRACE CABLE. (XXX 6. SEE DWG NO. Ell FOR CONDUIT /CONDUCTOR SCHEDULES. ISSAQUAH SCHOOL DISTRICT 2010 -09 LIBERTY HIGH SCHOOL PUMP STATION ELECTRICAL SITE PLAN E03 m: t3 ar: C'. 5 - -3576 r SHOWN xomxOrrtu: xn ,8� ,�� `�`" dz CITY OF CMR rlt RENTON Mw6 DATUM Planning /Building /Public Works Dept. CNEp` ' �Ixa, __� A,.__ l scut IF OT WIE OKM scut ♦croxaxrxr Tp�O; ISSAQUAH SCHOOL DISTRICT 2010 -09 LIBERTY HIGH SCHOOL PUMP STATION ELECTRICAL SITE PLAN E03 m: t3 ar: C'. 5 - -3576 r w z a z w ~ '0 a a O O 0 } U.I m J PPOP05EDOVERFLOW 57_0KA6E VAJIi UA55 / D(I1151ON IIKEA A3 I -- ---� -- A3 —3_ < ,z ,k xx , r l x-v% WET WELL WET WELL PROPOSED ELECTRICAL BUILDING ACCESS PROPOSED ON TOP OF OVERFLOW i --�P23 PLATFORM HOUSEKEEPING STRUCTURE. g 'r� �,r� t`w " y�, PAD. SEE DETAIL _ WE(WEZt?VAC7�1"C15'�� i��'yL PROPOSED ON DWG NO E07 C17 9 ol ACCESS HATCH ""' OPENINGS - _- l� F ' '* [A2 � wv v C C. I _ P=1 E A3 LIGHT SWITCH FOR WET 11 G15.;© J M= WELL LIGHTING M ` ^RTU" M C5 p ' r ^ Al i Pt_4 C� P7 8,- TO EXHAUST FAN L�1 t'�' —lP9 j _. 'R TU C "MCC„ P C� I P10� F LOW METER P19 A g J3 TRANSMITTER q d' �P4 .P12� C1� Cii o C Tj PROPOSED MOTOR SPLICE HANDHOLE ( I I nL SEE DETAILS ON DWG NO. E06 , r� _. r_.JS...,, -t:>,. lFSs„1 I`, P3J TO INTAKE LOUVER /11 DEDICATED RECEPTACLE FOR SUMP PUMP. PROPOSED SUMP PUMP WITH PIGGYBACK FLOAT SWITCH I PROPOSED ACCESS HATCH OPENING 0 &01 W N o 45317 qto sres� SIGNED: v5 01/19/11 N0. �C2 0 C XXX 9 H1 At V-2- ACTUATOR -� 1 _ A4 I Q55�v) "D PROPOSED FLOW METER J6, _ -T P2 I ' P22 TRANSMITTER \C6 � 6 ' PROPOSED � MAIN C7' I ..L,. 4' -10" ' " PROPOSED FLOATAEVEL SERVICE r DISCONNECT PROPOSED - O SEE DETAILS ON DWG NO. E06 I — I t P20, — — SWITCH UTILITY PROPOSED PORTABLE METER ,P21 J GENERATOR RECEPTACLE C4j — — — — — PROPOSED STANDBY GENERATOR, 44 :.RN^ SEE DWG N0. E08 FOR DETAILS. DG `RTU" C2 /: 'RTU" PROPOSED VALVE VAULT 'FLOWMETER TRANSMITTER" POWER DISTRIBUTION AND SIGNAL PLAN 1/2° = l' -0" sumtrm: svac o¢mu[o: SHOWN CMR awxr: MW8 MILM aus ixa, p1ECNE0' AT NLL S REVISION BY DATE APPR nanRDMI 1. SEE DWG NO. Ell FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 2. SEE DWG NO. Ell FOR CONDUIT /CONDUCTOR SCHEDULES. 3. PROPOSED MOTOR CONTROL CENTER, 'MCC'. SEE DWG NO. E05 FOR DETAILS. 4. PROPOSED AUTOMATIC TRANSFER SWITCH, 'ATS'. 5. PROPOSED MANUAL TRANSFER SWITCH, 'ITS'. 6. PROPOSED TELEMETRY PANEL, 'RTU'. PROVIDED BY CITY OF RENTON. INSTALLED BY CONTRACTOR. SEE APPENDIX FOR TELEMETERY PANEL DRAWINGS. 7. TO PROPOSED PAD -MOUNT TRANSFORMER. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. 8. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR ADDITIONAL DETAIL LOCATE GROUND RODS 2' MINIMUM FROM BUILDING FOUNDATION. 9. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL 10. CONDUIT, �J6� , TO THE TELEMETRY ANTENNA LOCATED ON THE BUILDING ROOF. SEE DWG NO. E07 FOR DETAILS. 11. QUADRUPLE GANG BOX AND SWITCH RECESSED IN WALL. 12. SEE DWG NO. Ell FOR HEATER SCHEDULE. 13. SEE DWG NO. El FOR LIGHTING FIXTURE SCHEDULE. 14. PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES. LABEL SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. 15. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 16. CONDUIT TO FLOOD SWITCH BELOW RTU. SEE DWG NO. E07 FOR DETAIL. 17. TERMINATE GENERATOR RUN CONDUCTORS AT SPARE INPUT NUMBER 8 ON PLC SLOT 4. TERMINATE GENERATOR FAIL /TROUBLE CONDUCTORS AT SPARE INPUT NUMBER 7 ON PLC SLOT 4. TERMINATE GENERATOR LOW FUEL CONDUCTORS AT SPARE INPUT NUMBER 8 ON PLC SLOT 5. 18. SEE ELECTRICAL BUILDING PLANS FOR LOCATION AND TYPE OF EQUIPMENT USED FOR BUILDING INTAKE LOUVER AND BUILDING EXHAUST FAN. 19. PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT CONDUIT PENETRATION INTO WET WELL, TYPICAL OF ALL CONDUIT PENETRATIONS INTO WET WELL. 20. SURFACE MOUNT CONDUITS TO BUILDING EXTERIOR BETWEEN GROUND AND CONDUIT PENETRATION INTO BUILDING ABOVE MCC. 21. CONDUIT AND CONDUCTORS TO FRONT SIDE OF BUILDING FOR TERMINATION TO FUTURE PANEL BY OTHERS. TAPE AND LABEL ALL CONDUCTORS, 22. TO PROPOSED REDUCED BACK FLOW PREVENTER INSULATED ENCLOSURE. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. CONCRETE PAD. SEE S 3 516 14 DWG N0. E08 FOR DETAILS. _ CITY OF ISSAQUAH SCHOOL DISTRICT 010 -09 -1 OI RENTON LIBERTY HIGH SCHOOL PUMP STATION Planning /Building /Public Works Dept. ELECTRICAL PLANS E04 14 X21 BOTHELL EAST WENATCHEE Ad P TACOMA go BELLINGHAM ENGINEERS SILVERDALE PLANNERS RICHLAND SCIENTISTS (800) 720-8052 RH2 PROJECT NO. ESM 1 10.052 PPOP05EDOVERFLOW 57_0KA6E VAJIi UA55 / D(I1151ON IIKEA A3 I -- ---� -- A3 —3_ < ,z ,k xx , r l x-v% WET WELL WET WELL PROPOSED ELECTRICAL BUILDING ACCESS PROPOSED ON TOP OF OVERFLOW i --�P23 PLATFORM HOUSEKEEPING STRUCTURE. g 'r� �,r� t`w " y�, PAD. SEE DETAIL _ WE(WEZt?VAC7�1"C15'�� i��'yL PROPOSED ON DWG NO E07 C17 9 ol ACCESS HATCH ""' OPENINGS - _- l� F ' '* [A2 � wv v C C. I _ P=1 E A3 LIGHT SWITCH FOR WET 11 G15.;© J M= WELL LIGHTING M ` ^RTU" M C5 p ' r ^ Al i Pt_4 C� P7 8,- TO EXHAUST FAN L�1 t'�' —lP9 j _. 'R TU C "MCC„ P C� I P10� F LOW METER P19 A g J3 TRANSMITTER q d' �P4 .P12� C1� Cii o C Tj PROPOSED MOTOR SPLICE HANDHOLE ( I I nL SEE DETAILS ON DWG NO. E06 , r� _. r_.JS...,, -t:>,. lFSs„1 I`, P3J TO INTAKE LOUVER /11 DEDICATED RECEPTACLE FOR SUMP PUMP. PROPOSED SUMP PUMP WITH PIGGYBACK FLOAT SWITCH I PROPOSED ACCESS HATCH OPENING 0 &01 W N o 45317 qto sres� SIGNED: v5 01/19/11 N0. �C2 0 C XXX 9 H1 At V-2- ACTUATOR -� 1 _ A4 I Q55�v) "D PROPOSED FLOW METER J6, _ -T P2 I ' P22 TRANSMITTER \C6 � 6 ' PROPOSED � MAIN C7' I ..L,. 4' -10" ' " PROPOSED FLOATAEVEL SERVICE r DISCONNECT PROPOSED - O SEE DETAILS ON DWG NO. E06 I — I t P20, — — SWITCH UTILITY PROPOSED PORTABLE METER ,P21 J GENERATOR RECEPTACLE C4j — — — — — PROPOSED STANDBY GENERATOR, 44 :.RN^ SEE DWG N0. E08 FOR DETAILS. DG `RTU" C2 /: 'RTU" PROPOSED VALVE VAULT 'FLOWMETER TRANSMITTER" POWER DISTRIBUTION AND SIGNAL PLAN 1/2° = l' -0" sumtrm: svac o¢mu[o: SHOWN CMR awxr: MW8 MILM aus ixa, p1ECNE0' AT NLL S REVISION BY DATE APPR nanRDMI 1. SEE DWG NO. Ell FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 2. SEE DWG NO. Ell FOR CONDUIT /CONDUCTOR SCHEDULES. 3. PROPOSED MOTOR CONTROL CENTER, 'MCC'. SEE DWG NO. E05 FOR DETAILS. 4. PROPOSED AUTOMATIC TRANSFER SWITCH, 'ATS'. 5. PROPOSED MANUAL TRANSFER SWITCH, 'ITS'. 6. PROPOSED TELEMETRY PANEL, 'RTU'. PROVIDED BY CITY OF RENTON. INSTALLED BY CONTRACTOR. SEE APPENDIX FOR TELEMETERY PANEL DRAWINGS. 7. TO PROPOSED PAD -MOUNT TRANSFORMER. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. 8. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR ADDITIONAL DETAIL LOCATE GROUND RODS 2' MINIMUM FROM BUILDING FOUNDATION. 9. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL 10. CONDUIT, �J6� , TO THE TELEMETRY ANTENNA LOCATED ON THE BUILDING ROOF. SEE DWG NO. E07 FOR DETAILS. 11. QUADRUPLE GANG BOX AND SWITCH RECESSED IN WALL. 12. SEE DWG NO. Ell FOR HEATER SCHEDULE. 13. SEE DWG NO. El FOR LIGHTING FIXTURE SCHEDULE. 14. PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES. LABEL SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. 15. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 16. CONDUIT TO FLOOD SWITCH BELOW RTU. SEE DWG NO. E07 FOR DETAIL. 17. TERMINATE GENERATOR RUN CONDUCTORS AT SPARE INPUT NUMBER 8 ON PLC SLOT 4. TERMINATE GENERATOR FAIL /TROUBLE CONDUCTORS AT SPARE INPUT NUMBER 7 ON PLC SLOT 4. TERMINATE GENERATOR LOW FUEL CONDUCTORS AT SPARE INPUT NUMBER 8 ON PLC SLOT 5. 18. SEE ELECTRICAL BUILDING PLANS FOR LOCATION AND TYPE OF EQUIPMENT USED FOR BUILDING INTAKE LOUVER AND BUILDING EXHAUST FAN. 19. PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT CONDUIT PENETRATION INTO WET WELL, TYPICAL OF ALL CONDUIT PENETRATIONS INTO WET WELL. 20. SURFACE MOUNT CONDUITS TO BUILDING EXTERIOR BETWEEN GROUND AND CONDUIT PENETRATION INTO BUILDING ABOVE MCC. 21. CONDUIT AND CONDUCTORS TO FRONT SIDE OF BUILDING FOR TERMINATION TO FUTURE PANEL BY OTHERS. TAPE AND LABEL ALL CONDUCTORS, 22. TO PROPOSED REDUCED BACK FLOW PREVENTER INSULATED ENCLOSURE. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. CONCRETE PAD. SEE S 3 516 14 DWG N0. E08 FOR DETAILS. _ CITY OF ISSAQUAH SCHOOL DISTRICT 010 -09 -1 OI RENTON LIBERTY HIGH SCHOOL PUMP STATION Planning /Building /Public Works Dept. ELECTRICAL PLANS E04 14 X21 trr t- w 0 a Z _0 W ICZ G a- _j 0 0 U _0 cr W m J NAMEPLATE RUN -TIME METER AMMETER DISPLAY RESETTABLE OPERATION FITTIT COUNTER %X O MANUAL BYPASS ENABLED PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT LQ PUMP RUN LIGHT PUMP FAIL UGH 0 DISCONNECT SWITCH AMMETER SELECTION SWITCH CAPACITOR OFF -AUTO SWITCH / BYPASS- SOFTSTART KEY SWITCH © EMERGENCY / -STOP BUTTON PUMP FAIL ALARM RESET BUTTON IIII����IIII SOFTSTART RESET BUTTON TYPICAL SOFT START PANEL DETAIL NOT TO SCALE AMMETER DISPLAY AMMETER SELECTION SWITCH HAND -OFF SWITCH EMERGENCY STOP BUTTON NAMEPLATE DISCONNECT SWITCH OPERATION COUNTER RUN -TIME METER PUMP RUN LIGHT ALARM RESET BUTTON PUMP OVERTEMP LIGHT PUMP FAIL LIGHT PUMP SEAL FAIL LIGHT TRANSFER PUMP PANEL DETAIL PROPOSED MOTOR CONTROL CENTER SHALL HAVE A DEPTH OF 15'. 6' -8' MOTOR CONTROL CENTER LAYOUT 1" = 1' -01" PROPOSED HOUSEKEEPING PAD. SEE DWG NO. E07 FOR DETAILS. MCC CONTROL DEVICES BOTHELL SECTION EAST WE N AT CHEE IA TACOMA ID BELLINGHAM NGI N SILVERDALE PLANNERS RICHLAND SCIENTISTS TRANSFER PUMP NO. 3, P -3 (800) 720.8052 RH2 PROJECT NO. ESM 110.052 PROPOSED MOTOR CONTROL CENTER SHALL HAVE A DEPTH OF 15'. 6' -8' MOTOR CONTROL CENTER LAYOUT 1" = 1' -01" PROPOSED HOUSEKEEPING PAD. SEE DWG NO. E07 FOR DETAILS. MCC CONTROL DEVICES MCC SECTION NAMEPLATE SCHEDULE IA MCC MAIN DISCONNECT ID POWER MONITOR 1G SPD DISCONNECT 11 SPD 1J TRANSFER PUMP NO. 3, P -3 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP P -3 HAND -OFF START COUNTS ELAPSED TIME (HOURS) ALARM RESET 2A LIGHTING PANELBOARD '1° 2H PHASE FAIL RELAY 21. TRANSFORMER DISCONNECT 2J LIGHTING TRANSFORMER 3A PUMP N0, 1, P -1 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS CAPACITOR OFF /AUTO P -1 BYPASS - SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET 3K PUMP NO. t, P -1, POWER FACTOR CORRECTION CAPACITOR 4A PUMP NO. 2, P -2 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS CAPACITOR OFF /AUTO P -2 BYPASS- SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET 4K PUMP NO. 2, P -2, POWER FACTOR CORRECTION CAPACITOR 5- 351615 AV SHOWN X0fl20Nt�"10 t9��f991 CITY OF ISSAQUAH SCHOOL DISTRICT 2010 —Os CMR LIBERTY HIGH SCHOOL PUMP STATION RENTON MWB E05 IMLM ^ *� Planning /Building /Public Works Dept. MOTOR CONTROL CENTER DETAILS IF NOT p!E WCN /11 1/19/11 NO. REVISION BY DATE APPR �HMY sm: 15 m'21 CAD , :5 -3576 15 w zz V w 0 0 v: a BUBBLER TUBE FOR BELLOWS. JACKETED CABLE FOR LEVEL TRANSDUCER. 0 0 T i I IEEE VAULT LID MARKED TO "MCC". I _ PUMP POWER CONDUIT TO MOTOR CONTROL CENTER /RTU ELECTRICAL" WITH WELD BEAD. TO WETWELL I I PLASTIC TUBE COUPLING. SIZE `I ,j 2" UNISTRUT. SECURE UNISTRUT AS NECESSARY. I p p I TO HANDHOLE WALLS. JUNCTION BOX (TYPICAL). Z I-- -- -- -- - -- PUMP MOTOR CABLE, :� 0 0 I SEAL (TYPICAL). 12" MAX, TYP. FLOAT CABLE, OR LEVEL O TRANSMITTER CABLE r ^ TO "MCC ". Q PUMP POWER CONDUIT SEAL PVC SLEEVE WATERTIGHT SEAL (TYPICAL). WITH DUCT SEAL (TYPICAL). a CONDUIT (TYPICAL). CONTRACTOR I 0 0 I SEAL PVC SLEEVE WATERTIGHT 'I ®� SHALL GROUT FILL AROUND I! PVC CONDUIT SLEEVE. CONDUIT WITH NON- SHRINK GROUT SEAL (TYPICAL). T I WITH DUCT SEAL (TYPICAL). II p I FOR WATER TIGHTNESS. 2" UNISTRUT (TYPICAL). I o o I TO WETWELL. PVC CONDUIT SLEEVE. TO "RTU" _ - - (TYPICAL) J 1/4 "x4"x4" STEEL PLATE. WELD r ' / (TYPICAL) UNISTRUT TO PLATE AND MOUNT TO TO "MCC ". : I _ ` TO WETWELL. (TYPICAL) I O PUMP POWER CONDUIT -- Qg4QQ I WALLS OF HANDHOLE USING (4) 3/8" 0 STAINLESS STEEL CONCRETE ANCHORS. I 0 0 I SLOPE CABLE I I FLEXIBLE CORD CONNECTOR ' GGA55IDN1510Nf V SLEEVE TOWARDS TYPICAL. I AeEA p 0 I' WIRE NUT ENDS TOGETHER AND SEAL WETWELL 'I 0 0 (TYPICAL), 'I WATER TIGHT FOR TERMINATING U) GLA5510N1510N1 0 0 O6 7 0 0 �. CABLE TO FIELD WIRE (TYPICAL). ') AFEA BELL END OF CONDUIT B06 I I (TYPICAL). -1 0 0 �- 6" GRANULAR FILL. �- r ^ rl 0 0 TO BUILDING LIGHTSWITCH. -- COIL MINIMUM OF 5 FEET OF I 0 -- U I EXCESS CORD. I 0 0 W EXPLOSION PROOF JUNCTION BOX ( J m WITH COVER. 0 -Z /GEDNEY GUJC TYPE _ _ _ _ _ - o _ 10 _ _ _ _ _ _ I WIRE NUT ENDS TOGETHER AND } I J BOX OR EQUAL. SECURE JUNCTION SEAL WATER TIGHT FOR TERMINATING 0 0 EXPLOSION PROOF JUNCTION BOX BOX TO UNISTRUT USING 1/4" ° CABLE TO FIELD WIRE (TYPICAL). WITH COVER. 0 -Z /GEDNEY GUJC p 0 STAINLESS STEEL BOLTS. LIFTING INSERTS (TYPICAL). TYPE BOX OR EQUAL. SECURE SPLICE HANDHOLE ELEVATION e ELECTRICAL HANDHOLE, UTILITY VAULT UNCTION BOX TO UNISTRUT USING p p 1/4" STAINLESS STEEL BOLTS. I' 06 MODEL 233 -LA OR EQUAL NOT TO SCALE 0 0 I' MOTOR SPLICE HANDHOLE PLAN DETAIL ' a NOT TO SCALE } 6 2" UNISTRUT. SECURE UNISTRUT I �_.., 0 C TO HANDHOLE WALLS. p p { I CADWELD TYPE TA. CADWELD o o I. CABLE TO CABLE TEE CADWELD TYPE RR. CADWELD =1 I CONNECTION. END CABLE TO UPPER REBAR #6 COPPER CONDUCTOR _ _ _ _ _ _ 0 _ 0 _ _ _ _ _ _ I! CONNECTION. L 0 REBAR ELECTRICAL HANDHOLE, UTILITY #6 COPPER CONDUCTOR VAULT MODEL 233 -LA OR LIFTING INSERTS (TYPICAL). EQUAL. FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE PLAN PROPOSED CONCRETE COVER, NOT TO SCALE GRADE GROUND TEE DETAIL GROUND REBAR DETAIL -" NOT TO SCALE NOT TO SCALE PROPOSED CONCRETE GROUND ROD NATIVE MATERIAL COMPACTED TO 95% RED ELECTRICAL WARNING TAPE RESTORE SURFACE TO EXISTING PROTECTOR 13" DEPTH X 12" HEIGHT WITH PER ASTM D1557 OR AS REQUIRED - CENTERED OVER EACH CONDUIT CONDITION OR BETTER. SEE CIVIL PLANS COVER, PIPE INC. #12R -12A & 12R -12T, OR PER PLAN \ IN TRENCH (TYP) PROVIDED BY ESM FOR PAVEMENT EQUAL. + RESTORATION INFORMATION. CADWELD TYPE XA. CADWELD 4 CABLE TO CADWELD TYPE GR CONNECTIONABLE CROSS CADWELD CABLE TO GROUND #6 COPPER CONDUCTOR ROD CONNECTION. 5/8 "x8' LONG COPPER GROUND ROD. z 9 "\1 81 N 6" a: COVER OVER HIGHEST ��- 1-- i I tO � M CONDUIT IN TRENCH I SAND BEDDING MATERIAL PER RODn X 8' COPPER GROUND #6 COPPER CONDUCTOR Iii I (TYPICAL) MINIMUM DEPTH BELOW BOTTOM I - WSDOT SPECIFICATION 9 -03.13 OF DEEPEST CONDUIT --- ' - - " -3" i INSTALLED IN TRENCH ELECTRICAL CONDUIT NUMBER AND SIZE \ - VARY AS PER SITE PLAN, MAINTAIN 12" SPACING BETWEEN TELEMETRY CONDUITS GROUND TEE DETAIL GROUND CROSS DETAIL AND OTHER CONDUITS. NOT TO SCALE NOT TO SCALE TYPICAL ELECTRICAL TRENCH DETAIL GROUND ROD DETAIL NOT TO SCALE S=35761 6 NOTE: BURY DEPTH Of CONDUIT AND HORIZONTAL SPACING SHALL BE NO SCALE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. BOTHELL EASTWENATCHEE .pT"pH y O4 oiF R� B '� PVG TACOMA Q M14 _ rNO °J�a4 r�o� wm�>a: srxe v[mrm�uw gem CITY OF ISSAQUAH SCHOOL DISTRICT 2010 -09 -1 BELLINGHAM a�< ;F l��y �; p sHOwN """°'""`""°'ate "�" �.© LIBERTY HIGH SCHOOL PUMP STATION PE NGINEERS RICHLANLE CMR � RENTON LANNERS RICHLAND owxN: CIENTISTS' 1672 .p 45317 MW8 a"� E_!L J DATUM s+dRSC�srsa89� SIGNED: -'b'gy°C19T8¢g9♦ SIGNED: `"`°`mMLM A *rvu scHC I Planning /Building /Public Works Dept. ELECTRICAL DETAILS I E06 (800) 720 -8052 `�s1 nL 01/19/11 �+slwvnt ' 01/19/11 ,�pno,�; F �"MCaE. RH2 PROJECT NO. ESM 1 10.052 NO. REVISION BY DATE APPR 16 0M121 CL"5- 357�/� W Q Z H U W O n. w z Z 0 U W O d c� G J O O U F— W m J B PROPOSED GENERATOR WITH SOUND ATTENUATED ENCLOSURE EG CONTROL AND CIRCUIT GENERATOR AND FUEL TANK PLAN l' = 1' -0" SIGNED: 01/19/11 1101 PROPOSED CONCRETE PAD SIGNED: 01/19/11 N0, REVISION EG CONTROL PANEL AND CIRCUIT BREAKERS THIS END. SECURE GENERATOR AND FUEL I I TANK PAD WITH CONCRETE ANCHORS OR OR II' III APPROVED EQUAL. EMBED MAX 3" IN CONCRETE, Amft:fVY PROPOSED CONCRETE PAD de #5 ® 12" O.C. EW, T &B PROPOSED GENERATOR WITH SOUND ATTENUATED ENCLOSURE PROPOSED DUAL -WALL SUB BASE FUEL TANK NATIVE OR STRUCTURAL FILL COMPACTED TO 90% STANDARD PROCTOR. p A. PROOF ROLLED MIN 6" CRUSHED SURFACING NATIVE SOIL. COMPACTED TO FIRM AND UNYIELDING CONDITION GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW I- = V -n" _.__. vm�x xnw ro99 9cv xm: SHOWN M.flRCMAL WD 19&SI1991 CMR 9M N: Mwe C"ETM n. ryu scup MLM it xm ax[ 9wx PPVPJrID: SCALE .1UgipNGLY �® CITY OF _ RENTON Planning /Building /Public Works Dept. 5- 351618 ISSAQUAH SCHOOL DISTRICT LIBERTY HIGH SCHOOL PUMP STATION ENGINE GENERATOR DETAILS 0_0'1 -S -,�55 -7 4 t 9- 2010 -09 -1 we* w z Z O C) 1— w Q 0 d 0- a J O O F- CC w m J "' "``" BOTHELL EAST WENATCHEE IV TACOMA BELLINGHAM MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS F — B - - 1FU - 2FU 48OV, 3 PHASE 480 VAC PMR� TO i 120 VAC, 10, CPT T TR 1 AM CAPACITOR CONTACTOR RESET � 77 1 ._ 5 KVAR �L 8120VACNICAS 120 T2 IL AMMETSWITCHSELECTOR (--a. I Ti ^ FAST - ACTING SCR FUSING I I S VS S TER U IT NTH SOFT START AND STOP CAPABILITIES AND INTERNAL BYPASS CONTACTOR Y I BYPASS ISOLATION CONTACTOR, CONTACTOR, BYP IC I SOLID MECHANICAL INTERLOCK STATE I =1 1 CT POWER CORRECTION 120VAC CUTOFF o CAPACITOR OVERTEMP o LIGHT LEAK 8 CUTOUT 11120VAC LIGHT o CR 1 C7 CR E -STOP 2 0 -60 SEC. SET ® 10 SEC. TR 1 LOSS OF POWER RESTART PUMP MOTOR G N I N E E R S SILVERDALE CALL OVERTEMP" PPE LAN N E R S RICHLAND CR SCIENTISTS OVERTEMP i (800) 720-8052 RI-12 PROJECT NO. ESM 1 10.052 LL "PUMP MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS F — B - - 1FU - 2FU 48OV, 3 PHASE 480 VAC PMR� TO i 120 VAC, 10, CPT T TR 1 AM CAPACITOR CONTACTOR RESET � 77 1 ._ 5 KVAR �L 8120VACNICAS 120 T2 IL AMMETSWITCHSELECTOR (--a. I Ti ^ FAST - ACTING SCR FUSING I I S VS S TER U IT NTH SOFT START AND STOP CAPABILITIES AND INTERNAL BYPASS CONTACTOR Y I BYPASS ISOLATION CONTACTOR, CONTACTOR, BYP IC I SOLID MECHANICAL INTERLOCK STATE I =1 1 CT POWER CORRECTION 120VAC CUTOFF o CAPACITOR OVERTEMP o LIGHT LEAK 8 CUTOUT 11120VAC LIGHT o CR 1 C7 CR E -STOP 2 0 -60 SEC. SET ® 10 SEC. TR 1 LOSS OF POWER RESTART PUMP MOTOR 0 -60 SEC. CR 2 SET ® 5 SEC. TR SSRVS CALL 2 ' START DELAY I W MANUAL BYPASS ENABLED CR 2 BYPASS SOFT START IC BYP _ OL EXTERNAL BYPASS O - CONTACTOR CALL CON I I BYP IC ISOLATION CONTACTOR KEYSWITCH CON CALL TR 2 MS INPUT TO START SOFT 1 START UNIT SOFT STARTER ALARM RESET --- Q-1I n O (MS1) 40 MOTOR SOFT STARTER (MS 1) RESET MS1 RUN FROM SOFT STARTER CR MOTOR SOFT STARTER � 5 (MS 1) RUN MSI FAIL FROM SOFT STARTER CR `. MOTOR SOFT STARTER 6 (MS 1) FAIL OC 1 START COUNTS ELAPSED TIME BYP RTM (HOURS) G i "PUMP RUN" CR 5 CR '_ PUMP RUN 7 OFF AUTO CR 7 �J� POWER FACTOR CON - CORRECTION CAPACITOR CALL I CR 6 OA CR 3 CR 4 CR 7 CR 8 CR.. CR 3 CR 4 CR 7 CR 8 — CR 8 — L I I I I I I I I I I I I I I I I I I ���III J­ I REMOTE PANEi.,I �—I RTU PUMP PUMP PUMP PUMP BY OTHERS I FROM RTU JUMP CALL PUMP PUMP PUMP PUMP I OVERTEMP SEAL FAIL RUN FAIL (24 VDC) OVERTEMP SEAL FAIL RUN FAIL — NOTE: TAPE ENDS AND LABEL ALL COIL PUMP FAIL CONDUCTORS CONDUCTORS TO FUTURE PANEL IN BOTTOM OF "RTU" DIAGRAM 1: PUMP P -1, P -2 NO SCALE uE9tN 0 CMR as me MWB ED: -ECI- MLM �» NO. REVISION BY DATE APPR L CR PUMP FAIL 8 — — — — —R — 4 "PUMP FAIL" CITY OF NTS xas¢excu. wn Isv %Iasi Q� "A^ RENTON .rr Nu -w,c� Planning /Building /Public Works Dept. 6 xOf OxE IXCX NNE M4YlflMICLY S= 351619 ISSAQUAH SCHOOL DISTRICT LIBERTY HIGH SCHOOL PUMP STATION CONTROL LOGIC DIAGRAMS SHEET NO.1 2010 -09 -1 sN-IS � E09 19 X21 PUMP "PUMP CALL OVERTEMP" R CR PUMP OVERTEMP i R "PUMP SEAL FAIL" CR `. PUMP SEAL FAIL 4 ; 0 -60 SEC. CR 2 SET ® 5 SEC. TR SSRVS CALL 2 ' START DELAY I W MANUAL BYPASS ENABLED CR 2 BYPASS SOFT START IC BYP _ OL EXTERNAL BYPASS O - CONTACTOR CALL CON I I BYP IC ISOLATION CONTACTOR KEYSWITCH CON CALL TR 2 MS INPUT TO START SOFT 1 START UNIT SOFT STARTER ALARM RESET --- Q-1I n O (MS1) 40 MOTOR SOFT STARTER (MS 1) RESET MS1 RUN FROM SOFT STARTER CR MOTOR SOFT STARTER � 5 (MS 1) RUN MSI FAIL FROM SOFT STARTER CR `. MOTOR SOFT STARTER 6 (MS 1) FAIL OC 1 START COUNTS ELAPSED TIME BYP RTM (HOURS) G i "PUMP RUN" CR 5 CR '_ PUMP RUN 7 OFF AUTO CR 7 �J� POWER FACTOR CON - CORRECTION CAPACITOR CALL I CR 6 OA CR 3 CR 4 CR 7 CR 8 CR.. CR 3 CR 4 CR 7 CR 8 — CR 8 — L I I I I I I I I I I I I I I I I I I ���III J­ I REMOTE PANEi.,I �—I RTU PUMP PUMP PUMP PUMP BY OTHERS I FROM RTU JUMP CALL PUMP PUMP PUMP PUMP I OVERTEMP SEAL FAIL RUN FAIL (24 VDC) OVERTEMP SEAL FAIL RUN FAIL — NOTE: TAPE ENDS AND LABEL ALL COIL PUMP FAIL CONDUCTORS CONDUCTORS TO FUTURE PANEL IN BOTTOM OF "RTU" DIAGRAM 1: PUMP P -1, P -2 NO SCALE uE9tN 0 CMR as me MWB ED: -ECI- MLM �» NO. REVISION BY DATE APPR L CR PUMP FAIL 8 — — — — —R — 4 "PUMP FAIL" CITY OF NTS xas¢excu. wn Isv %Iasi Q� "A^ RENTON .rr Nu -w,c� Planning /Building /Public Works Dept. 6 xOf OxE IXCX NNE M4YlflMICLY S= 351619 ISSAQUAH SCHOOL DISTRICT LIBERTY HIGH SCHOOL PUMP STATION CONTROL LOGIC DIAGRAMS SHEET NO.1 2010 -09 -1 sN-IS � E09 19 X21 w z O w F— o Q F- a. ~ a. J O V F- cr W m J 48OV, 3 PHASE) t�, CB AMMETER SELECTOR SWITCH MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS I CR 1 CR 2 Cl 3 CR 4 — _ _ — — — — — — _ I�I 7"7 �j �.— COIL CONDUCTORS IN �j— RTU BOTTOM OF "RTU" PUMP PUMP PUMP PUMP I OVERTEMP SEAL FAIL — — RUN FAIL WRBOTHELL E DIAGRAM 2: TRANSFER PUMP P -3 NO SCALE ED: I/„ N0. REVISION IF POWER T MOTOR CALL OVERTEMP" OVERTEMP I SEAL FAIL" SEAL FAIL I RUN COUNTS I :D TIME >) RUN" FAIL FAIL" I SMOKE I RTU � DETECTOR I � 24V iQ- ---- ----------- ---- ----- F] (1) +IN I 24V ---- - - - - -- I E] (2) +OUT 1 - -- — Q(3) IN /OUT I / SMOKE +0'--------------- ------ - - -0(4) A ALARM - El - - - - - - - - - - - - - - - - \ \ -'❑( ) DIAGRAM 3: SMOKE DETECTOR CIRCUIT L L NO SCALE 120V ON O HANDSWITCH OFF AUTO I r -7�0 L--O--] NOTOICELLL N NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. PROVIDE ON /OFF /AUTO TOGGLE / SWITCH. PHOTOCELL SHALLJ CONTROL LIGHTS IN AUTOL POSITION. DIAGRAM 4: BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE S= 351620 w 8� _jam CITY OF ISSAQUAH SCHOOL DISTRICT 010 —OS -1 TUTS xoazoxru: euo lew�ise, ei -� R EN TON LIBERTY HIGH SCHOOL PUMP STATION ° �� DATUM Planning /Building /Public Works Dept. CONTROL LOGIC DIAGRAMS E 10 NLL .11 """"y SHE�}ETT NO.2 20 a'21 EAST WENATCHEE TACOMA BELLINGHAM WRBOTHELL E SILVERDALE RICHLA ND 3 (800)720-8052 RI-12 PROJECT NO. ESM 110.052 ED: I/„ N0. REVISION IF POWER T MOTOR CALL OVERTEMP" OVERTEMP I SEAL FAIL" SEAL FAIL I RUN COUNTS I :D TIME >) RUN" FAIL FAIL" I SMOKE I RTU � DETECTOR I � 24V iQ- ---- ----------- ---- ----- F] (1) +IN I 24V ---- - - - - -- I E] (2) +OUT 1 - -- — Q(3) IN /OUT I / SMOKE +0'--------------- ------ - - -0(4) A ALARM - El - - - - - - - - - - - - - - - - \ \ -'❑( ) DIAGRAM 3: SMOKE DETECTOR CIRCUIT L L NO SCALE 120V ON O HANDSWITCH OFF AUTO I r -7�0 L--O--] NOTOICELLL N NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. PROVIDE ON /OFF /AUTO TOGGLE / SWITCH. PHOTOCELL SHALLJ CONTROL LIGHTS IN AUTOL POSITION. DIAGRAM 4: BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE S= 351620 w 8� _jam CITY OF ISSAQUAH SCHOOL DISTRICT 010 —OS -1 TUTS xoazoxru: euo lew�ise, ei -� R EN TON LIBERTY HIGH SCHOOL PUMP STATION ° �� DATUM Planning /Building /Public Works Dept. CONTROL LOGIC DIAGRAMS E 10 NLL .11 """"y SHE�}ETT NO.2 20 a'21 W Q Z U W O K a