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Home My WebLink AboutContract Bid Plans S-3954CIr rY O F� R�E�J� J 0��h L ][I�1�� S,.-- ,.1��A 'Vr.IrO N A ND m rr m C 1,..MmP R 0 V MaoE�N 1��Sj PROJECT NO. WWP-27-03993 VICINITY MAP NOT TO SCALE P, I•. .� -- Me!- - r island wes'r•s� • COLl CITY L is • i 0111{LQ6� .�� tJe�ts:as+fie C-r-j-u par MISTY COVE LS a Lrrr fair? LAKE l r�d�and Park -" WASHINGTON STONEGATE LS PIPER'S BL UFF LS ��rwTora� erp-AIRPORT IS � Mawr-Sikyway PUGET � SHY CREEK LS Fit �,tal, Renton Highlands SOUND �� , T�,k,�i 1;� RAINIER LS ' OAKESDALE LS @ @ LIND A VENUE IS Maple Heighrs�ake InternatI @ EAST VALLEYLS Desir-e Ai rporl B:eaTa: C as�a�-Fairwo� �Iorrnand� R43rk a sib East Hill -Meridian Des Moines VICINITY MAP LEGEND SEWER LIFT STATION STORM WATER LIFT STATION DISCLAIMER: VICINITY MAP WAS OBTAINED FROM GOOGLE MAPS ON OCTOBER 4, 2017 WINTER 2018/2019 D Issaquah q uak our?tairr Stale P+'k Nat Lira; Area iB CONTACT DAVE CHRISTENSEN MICHAEL BENOIT EDWIN HALIM KENNY GOMEZ CONTACT INFORMATION COMPANY POSITION PHONE CITY OF RENTON WASTEWATER UTILITY ENGINEER (425) 430-7212 CITY OF RENTON PROJECT MANAGER (425) 430-7206 RH2 ENGINEERING CONSULTANT (425) 951-5332 RH2 ENGINEERING CONSULTANT (425) 951-5416 PROPOSED WORK SUMMARY MATRIX LOCATION MAGNETIC LOCATE MARKER FORCE MAIN ACCESS MANHOLES FORCE MAIN ACCESS PORTS SITE WORK STRUCTURAL MECHANICAL COATING REMOVAL AIR/VAC MODIFICATION ELECTRICAL EAST VALLEY X X X LIND AVE. 3 1 MISTY COVE 4 X X PIPER'S BLUFF 2 2 X X X SHY CREEK X X X X X STONEGATE 1 10 X X X RAINIER X OAKESDALE X TOTAL 9 3 11 CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 SHEET INDEX SHEET NO. DESCRIPTION DWG NO. COV 1 COVER VACTOR PIPE IMPROVEMENTS AND GENERAL DETAILS COV 0001 2 ELECTRICAL LEGEND E001 3 EAST VALLEY LIFT STATION STRUCTURAL PLAN S201 4 EAST VALLEY LIFT STATION MECHANICAL PLAN M201 5 EAST VALLEY LIFT STATION TELEMETRY MODIFICATIONS E201 6 LIND AVE. LIFT STATION PROPOSED SITE PLAN C301 7 MISTY COVE LIFT STATION PROPOSED SITE PLAN C401 8 MISTY COVE LIFT STATION VALVE VAULT MECHANICAL PLAN M401 9 10 MISTY COVE WET WELL MANHOLE IMPROVEMENTS M402 C501 PIPER'S BLUFF LIFT STATION PROPOSED SITE PLAN 11 PIPER'S BLUFF LIFT STATION PROPOSED STRUCTURAL PLAN S501 12 PIPER'S BLUFF LIFT STATION ONE LINE DIAGRAM E501 13 PIPER'S BLUFF LIFT STATION ELECTRICAL PLAN E502 14 PIPER'S BLUFF LIFT STATION GENERATOR DETAILS E503 15 16 PIPER'S BLUFF LIFT STATION TELEMETRY MODIFICATIONS SHY CREEK LIFT STATION PROPOSED SITE PLAN E504 C601 17 SHY CREEK LIFT STATION MECHANICAL PLAN M601 18 SHY CREEK LIFT STATION COATINGS AND LEVEL IMPROVEMENTS M602 19 SHY CREEK LIFT STATION ONE LINE DIAGRAM E601 20 SHY CREEK LIFT STATION ELECTRICAL PLAN E602 21 SHY CREEK LIFT STATION GENERATOR DETAILS E603 22 SHY CREEK LIFT STAION ELECTRICAL DETAILS E604 23 SHY CREEK LIFT STATION TELEMETRY MODIFICATIONS E605 24 STONEGATE LIFT STATION PROPOSED SITE PLAN I C701 25 STONEGATE LIFT STATION PROPOSED SITE PLAN II C702 26 STONEGATE LIFT STATION PROPOSED SITE PLAN III C703 27 STONEGATE LIFT STATION PROPOSED SITE PLAN IV C704 28 STONEGATE LIFT STATION PROPOSED SITE PLAN V C705 29 STONEGATE LIFT STATION PROPOSED SITE PLAN VI C706 30 STONEGATE LIFT STATION MECHANICAL PLAN M701 31 STONEGATE LIFT STATION COATINGS IMPROVEMENTS M702 32 STONEGATE LIFT STATION AIR VACUUM ASSEMBLY MECHANICAL PLAN M703 33 RAINIER LIFT STATION TELEMETRY MODIFICATIONS E801 34 OAKESDALE LIFT STATION TELEMETRY MODIFICATIONS E901 BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V• PA �F WASyj CcISTWB�' ' 'ZONAL SIGNED: 02111/2019 �&F WASH ,I .sririria AEGISTY �`SSIONAL �� SIGNED: 0211112019 z Qa �W z Wy ova ~oa W p cry cc z Q Oz� oW cc V ya J r, M q 0 z m o � 0 0 U� 0 U ^^ ,, Q V+ Z 0 Z z w w (n Q W W W U 1z cc 7.2 m 0 OR cV CV LL LL LLI 0 0 o a LL._ Ne w w z LL, c3 LU W � cc LLI >I m z 0 a U co W 0 L 0 zof SCALE: SHOWN oil 11, 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: cov cov 34 Vm ky r F's ° 34 .. C :piss■ sia 77 llama po DRILL AND EPDXY PIPE PROPOSED 8" PVC PIPE, DRILL AND EPDXY PROPOSED 8" PVC PIPE, DRILL AND EPDXY PIPE REBAR SUPPORTS INTO PROVIDE AND INSTALL PIPE REBAR PROVIDE AND INSTALL FLAT DRILL AND EPDXY PIPE PROPOSED 8" PVC PIPE, SEE TABLE REBAR SUPPORTS INTO EXISTING WET WELL, SEE FLAT FLANGE ON TOP SUPPORTS INTO FLANGE ON TOP AND BOTTOM REBAR SUPPORTS INTO EXISTING WET WELL, SEE DETAIL ON THIS SHEET, TYP. AND BOTTOM OF PIPE, EXISTING WET OF PIPE, APPROX. LENGTH EXISTING WET WELL, SEE ON THIS SHEET DETAIL ON THIS SHEET APPROX. LENGTH 10.2' WELL, SEE DETAIL 5.1'. BOTTOM OF PIPE TO BE DETAIL ON THIS SHEET ON THIS SHEET INSTALLED APPROX. 3" ABOVE TOP OF GRATING, TYP. OF 3. AIRPORT EAST VALLEY EAST VALLEY LI (LOCATION 1) (LOCATION 2) PROPOSED 8" PVC PIPE, SEE TABLE ON THIS SHEET DRILL AND EPDXY PIPE REBAR SUPPORTS INTC EXISTING WET WELL, SEE DETAIL ON THIS SHEET TYP PROPOSED 8" PVC PIPE, PROVIDE AND INSTALL FLAT FLANGE ON TOP AND BOTTOM OF PIPE, SEE TABLE ON THIS SHEET, TYP. OF 2 DRILL AND EPDXY PIPE REBAR SUPPORTS INTO EXISTING WET WELL, SEE DETAIL ON THIS SHEET f MISTY COVE STO N EGATE EXISTING WET WELL, SEE ' " `' ' n"" DETAIL ON THIS SHEET ON THIS SHEET PIPER'S BLUFF NOTE: WHERE ASPHALT PAVEMENT REPAIR IS DIRECTED BY THE CITY FOR EXISTING DAMAGED PAVEMENT, EXISTING PAVEMENT SHALL BE SAW CUT AND REPLACED WITH COMPACTED PG 64-22 ASPHALT, DEPTH PER RESTORATION DETAIL. PROPOSED 8" PVC PIPE, SEE TABLE ON THIS SHEET PROPOSED 8" PVC PIPE, SEE TABLE ON THIS SHEET ND AVE. DRILL AND EPDXY PIPE REBAR SUPPORTS INTO EXISTING WET WELL, SEE DETAIL ON THIS SHEET SHY CREEK x CONCRETE HMA HMA, 3" COMPACTED DEPTH PG 64-22 GRAVEL TOP COURSE, 6" 6" CONCRETE COMPACTED DEPTH (MIN.) 6" CRUSHED NATIVE SUBGRADE, TRENCH BACKFILL �i%�iOR STRUCTURAL BACKFILL. PROOF SURFACING BASE COURSE ROLL PRIOR TO GRAVEL PLACEMENT. PAVEMENT SURFACE RESTORATION DETAIL NOT TO SCALE 8" PVC PIPE, APPROX. LENGTH VARIES PROVIDE%" THICK, 3" WIDE NEOPRENE PAD BETWEEN STRAP AND PIPE 1M FLAT FLANGE X 8" HOSE TH MOUNTING HOLES. JC PIPE. TOP OF FLANGE 'ALLED APPROX. 3" BELOW F ACCESS HATCH. #5 EPDXY -COATED REBAR WITH 4" EMBEDMENT INTO WET WELL WALL AND 4" MIN HEIGHT SHOP -BENT TO 900 BEND ?" WIDE, %" THICK STAINLESS STEEL PIPE STRAP, BENT TO PROVIDE CLEARANCE AS SHOWN VACTOR SUCTION PIPING AND SUPPORT A NOT TO SCALE G01 STAINLESS STEEL BOLT, MINIMUM %" DIAMETER, TYP. OF 4 GRASS SEEDING OR LANDSCAPED AREA GRAVEL AREA COMPACTED GRAVEL TOP COURSE. SODDING AS SPECIFIED DEPTH TO MATCH EXISTING, 6" MIN. D D D D D D D D NATIVE SUBGRADE, TRENCH COMPACTED // // // // // // // // // // // // // // // // // BACKFILL OR STRUCTURAL \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ BACKFILL. PROOF ROLL PRIOR TO TOP SOIL, 6" MIN. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ GRAVEL AND TOP SOIL PLACEMENT. NON -PAVED SURFACE RESTORATION DETAIL NOT TO SCALE BOLTED CONNECTION NOT TO SCALE BAR 1 3", 2%" �/2" BRACKETS T&B %" 0 BOLT NOTES: 1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE VAULT. LADDERS SHALL BE FRP WITH STAINLESS STEEL HARDWARE INSIDE OF WETWELL. 2. LADDERS MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3, OSHA 1910.27 & IBC 2015 STRINGERS, FB 2%"X PUNCH TC CONCRETE WALL/RISER ACCESS HATCH LIMITS 1811 �{ 7" MIN. 1" DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. PLAN ACCESS LADDER B NOT TO SCALE G01 LIFT STATION PROPOSED VACTOR PIPE LENGTHS APPROX. PIPE LENGTH LIFT STA TION (FT) AIRPORT 24.0' 25.5' TOTAL EAST VALLEY (ONE AT 10.2' AND THREE AT 51) LIND AVE. 23.3' MISTY COVE 29.1' PIPER'S BLUFF 19.9' SHY CREEK 21.0' 20.2' TOTAL STONEGATE (TWO AT 10.1') NOTES: 1. ENSURE THAT PIPE INSTALLATION LOCATION IS ACCESSIBLE FOR CONNECTION TO VACTOR TRUCK WHEN ACCESS HATCH IS OPEN. LOCATION MUST NOT INTERFERE WITH LADDER ACCESS. 2. PROVIDE ALUMINUM WELD -ON CROWN AT LOWER END OF PVC. BOLT TO PVC. 3. ENSURE ALL BOLT HOLES ARE SEALED. HATCH CLEAR OPENING IAX. %" 0 CONCRETE ANCHOR, TYP. "LXZ WX%" FB ANGLE Y" O CONCRETE ANCHOR BOLT (TYP. OF 2) .. 0 ,,��,Y,Y..�z:.'y�:.. 3• his..; ..:Fr BOTHELL, WA 22722 29th Drive SE, Suite 21. www.rh2.com 1.800.720.805�_ 1ST v PA O of WAsyr 26978 r�C 13 TEg�91 `rSIONAL� SIGNED: 0211112019 OF WASH I �ririt�y � 4'ECIST0`SSIONAL SIGNED: 0211112019 0 z Q W F_ _ 0 z%� W (J L Uj 0 Wcc > Q �� d OW O z oC 0 (L� C� y LV W az _ iz LU 0 F_ V Q �I W W 1- co O y Cp ti 0 z m o � 0 0 c� z w c? 0 C/) Z J z 0 w w cf) W W rz Ly U U rz IYi �2 �n 00 0 a W w w o 0 0 v¢i a L 0 0 Z 0 Lu W z w o w ¢ SCALE: SHOWN 011 ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: G001 1 34 ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND — — RTM K SSRVS q g C D � ❑ CIRCUIT BREAKER - XXX/YY CB SIZE & N0. OF POLES ET - ELECTRONIC TRIP TM -THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR SE - SERVICE ENTRANCE GFI - GROUND FAULT INTERRUPTER FUSE FUSED DISCONNECT SWITCH PLUG-IN CONNECTION RUN TIME METER MOTOR OPERATION COUNTER SSRVS - SOLID STATE REDUCED VOLTAGE STARTER VARIABLE FREQUENCY DRIVE MOTOR STARTER MOTOR STARTER W/ OPERATOR DEVICES A HAND -OFF -AUTO B - OPERATIONAL COUNTER C - RUN TIME METER D -RUN LIGHT E - FAIL LIGHT SERVICE ENTRANCE, SWITCHGEAR, MOTOR CONTROL CENTER OR PANELBOARD SURFACE MOUNTED PANELBOARD FLUSHED MOUNTED PANELBOARD NXX FIELD CONTROL STATION WITH NEMA REQUIREMENTS. ❑ N1 - NEMA 1 N3R - NEMA 3R N4 - NEMA 4 N4SS -NEMA 4 STAINLESS STEEL N4F -NEMA 4 FIBERGLASS N6 -NEMA 6 N12 -NEMA 12 GASKETED EQUIPMENT MOUNTING STAND T HEATER, WATTAGE NOTED ® EQUIPMENT CONNECTION M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED ❑ FLUORESCENT FIXTURE WALL CEILING MOUNTED FIXTURE / EMERGENCY LIGHT WITH SELF ® CONTAINED BATTERY SURFACE OR PENDANT MOUNTED O FIXTURE RECESSED FIXTURE O MD MOTION DETECTOR PC PHOTO CONTROL CELL SPDT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER-PROOF GFI - GROUND FAULT INTERRUPT P - POWER C - CONTROL J - INSTRUMENTATION PC -POWER &CONTROL CJ - CONTROL & INSTRUMENTATION CKT. - CIRCUIT C.O. - CONDUIT ONLY N.L. - NIGHT LIGHT AL. -ALUMINUM CU. - COPPER HOA HAND -OFF -AUTO SWITCH RTM RUN TIME METER OC OPERATION COUNTER MRIL MOTOR RUN INDICATION LIGHT SFIL SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET TEMPERATURE MOTOR OVERLR OVERLOAD INDICATION LIGHT HT LIGHT INDICATOR LIGHT INDICATOR LIGHT A - AMBER G - GREEN B -BLUE R -RED C - CLEAR W - WHITE-W RELAY XYZ 123 RELAY TR - TIMED RELAY CR -CONTROL RELAY 6 ■ C YEARS BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V. P� O of WAS�rr `�� Ga 26978 13TEg�9 S'IONAL� SIGNED: 02/11/2019 I• B of Waskr �"�� 51635 °. �EGISTS VL S'IONAL SIGNED: 0211112019 LIMIT SWITCH Q LIMIT SWITCH, NORMALLY OPEN FLOAT SWITCH ❑ FLOAT SWITCH, NORMALLY OPEN LIMIT SWITCH LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH FLOAT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT CONTACT NORMALLY OPEN TD IME DECLOSE O TIME DE CLOSE ' PUSHBUTTON PUSHBUTTON, NORMALLY CLOSED TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN PUSHBUTTON PUSHBUTTON, NORMALLY OPEN ❑ ❑ FIRE SYSTEM SYMBOLS OH HEAT DETECTOR (D SMOKE DETECTOR ❑D FIRE ALARM DISPATCH STROBE ALARM A❑ FIRE ALARM AUDIBLE/VISUAL ALARM ❑ FIRE ALARM MANUAL PULL STATION INDICATE TYPE BY LETTER INSTRUMENT METER TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY OPEN, O TIME TO OPEN THERMOSTAT ❑ THERMO SWITCH, NORMALLY OPEN V AH A - AMMETER VAR - VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER PF - POWER FACTOR W - WATTMETER V - VOLTMETER WH - WATTHOUR METER VA - VOLT AMMETER TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE THERMOSTAT THERMO SWITCH, NORMALLY CLOSED _�7 RACEWAY LEGEND ADDITIONAL SYMBOLS 517-f PLAN Lff(YND P PROPOSED POWER PROPOSED TELEPHONE TELM PROPOSED INSTRUMENTATION FO PROPOSED FIBER OPTICS PUU)IN6 OP ❑GIB❑, P❑N L❑❑O 480 VOLT EXPOSED RACEWAY 480 VOLT WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY 120/208/240 VOLT EXPOSED RACEWAY _ _ 120/208/240V WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY CONTROL OR INSTRUMENTATION EXPOSED RACEWAY CONTROL OR INSTRUMENTATION, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY F - EMERGENCY STOP ❑ KIRK KEY INTERLOCK POWER TRANSFORMER CONTROL POWER TRANSFORMER TRANSFORMER CURRENT TRANSFORMER ❑ VOLTAGE TRANSFORMER CONTACTOR T CAPACITOR ENGINE GENERATOR HP THREE PHASE MOTOR. HORSEPOWER AS NOTED SINGLE PHASE MOTOR. HP HORSEPOWER AS NOTED ELECTRICAL PLUG ❑ DISCONNECT SWITCH ❑ � FUSED DISCONNECT SWITCH [ElPRESSURE COMBINATION MOTOR STARTER LnSR AND DISCONNECT SWITCH Q Q Lm Ly cn 0 0 Q cc = I► 0 a � ' LV 0 Q) cc ; ~ LL Q W 0 LV rz � Q O � y ct a 0 Z W a W .1 V M RELAY CONTACT, NC RELAY CONTACT, INSTANTANEOUS CHANGE RELAY CONTACT, NO FLOWSWITCH O FLOWSWITCH, NORMALLY OPEN SO SOUND SYSTEM SPEAKER SOUND SYSTEM VOLUME CONTROL B� DOORBELL PRESSURE SWITCH O PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH FLOWSWITCH, NORMALLY CLOSED VALVE SYMBOLS PILOT VALVE SOLENOID VALVE CHECK VALVE VVV PRESSURE SWITCH SWITCH, NORMALLY CLOSED I I 2 POLE SWITCH LADDER LOGIC LINETYPES COMPONENT INSTALLED INSIDE ENCLOSURE RECEPTACLES AND JUNCTION BOX SYMBOLS JO CEILING JUNCTION BOX GENERATOR CONNECTION ❑ WALL JUNCTION BOX CONTROL VALVE HOME RUN TO PANELBOARD OR AS INDICATED COMPONENT INSTALLED ON FRONT OF ENCLOSURE 3 POLE SWITCH LL J W j S IN I TB RECEPTACLE SOLID NEUTRAL TERMINAL BLOCK SURGE PROTECTION DEVICE ❑ FLOOR JUNCTION BOX DUPLEX WALL RECEPTACLE , 120V WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GFI =GROUND FAULT INTERRUPTER DUPLEX CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS CALLOUT INDICATING CONDUIT SIZE, NUMBER Y" GRC, 2-#12 AND SIZE OF WIRE. FIELD CONNECTED COMPONENT l . e W PID FORMAT / SUPERSCRIPT r X=MEASURED OR INITIATING VARIABLE ### Y-READOUT OR FUNCTION XYZ Z=MODIFIER - ABC ABC=LOOP NUMBER INSTRUMDOUBLE BUBBLE ENT P&ID BUBBLE IDENTIFICATION CHART EXISTING FUNCTION 0 INSTRUMENT IDENTIFICATION BUBBLE SPD 0 0 SURGE PROTECTION DEVICE (ALTERNATIVE) �❑ ® I SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, CALLOUT INDICATING CONDUIT PER SCHEDULE XXX - ^ CONDUIT BENT UP OR TOWARD D CONDUIT BENT DOWN OR AWAY ISA STANDARDS FOR P&ID C? w W 0 FIELD MOUNTED DEVICE OR INSTRUMENT 1st LETTER (MEASURED 12nd LETTER (READOUT 3rd LETTER OR INITIATING VARIABLE) I OR FUNCTION) I (MODIFIER) GROUNDING SYSTEM SYMBOLS GROUND A B ANALYSIS I ALARM I BURNER (BATTERY) I I (BACK) FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) O (� � METAL PIPE GROUND CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. GROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. ❑ ❑ TV , a RATING AS NOTED CLOCK TELEVISION TELEPHONE TELEPHONE/DATA WITH CABLE TELEPHONE / DATA WITHOUT CABLE C D E F G H I J K L M N 0 P Q R S T U V W X Y Z COMMUNICATION I CONTROL I CLOSED DENSITY (DELAY) VOLTAGE I I - - _ _ - - _ _- - _ _ - - _ _ � - _ _ - - _ FLOW I I FAIL (FLOW) GAS I I GREEN BULB HAND I MANUAL I HIGH CURRENT (INTRUSION) I INDICATE I POWER (EQUIPMENT) I I --------I-------------- TIME CONTROL STATION I I LEVEL LIGHT LOW MOTION I I MIDDLE USERS CHOICE I I USERS CHOICE I I OPEN ________I_______________ PRESSURE I (PUMP) I (PRESSURE) QUANTITY (EVENT) I TOTALIZE I RADIATION (REQ'D) I RECORD I RED BULB SPEED (SMOKE) I SWITCH I SOLENOID TEMPERATURE I TRANSMITTER I (TRANSMITTER) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I MULTI FUNCTION MULTI VARIABLE I VALVE I VISCOSITY (pH) I I WEIGHT I I UNCLASSIFIED I RELAY (TRANSDUCER) I USERS CHOICE _ _ _ _ _ _ _ _I _ _ _ _ _ _ _ _ _ _ _ _ _ _ POSITION I I ] CAPPED CONDUIT o CD w, Lu c? d � z z " � O _ LV � - - BACK PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) 0 a W o ONE -LINE DIAGRAM INFORMATION Lu W EXISTING EQUIPMENT AND CONDUIT PROPOSED EQUIPMENT AND CONDUIT GROUNDING EQUIPMENT AND CONDUCTORS CONDUIT WIRING OR EQUIPMENT TO BE REMOVED _ FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LAB ROOM PANEL) OPERATOR INTERFACE DISPLAY LOCAL PANEL ( )uj OPERATOR INTERFACE DISPLAY (LAB ROOM PANEL) SWITCH OUTLETS oN ;L 0 y a' o 4i 0 a ELECTRICAL SITE PLAN SYMBOLS S ® STANDARD SWITCH, 120VAC, 20 AMP S 3-WAY SWITCH, 120VAC, 20 AMP 3 O3WAY 3-POSITION SWITCH, 120VAC, 20 AMP, S LABEL SWITCH POSITION ® HOA HOA HAND -OFF -MOTION OR PHOTO UTILITY POLE AND GUY WIRE HH MANHOLE OR HANDHOLE HH �P BURIED POWER VAULT OR MANHOLE �T TELEPHONE VAULT OR PEDESTAL �F FIBER OPTICS VAULT OR PEDESTAL GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. W O z W W � S SINGLE -POLE DEE DOUBLE -POLE S PILOT -LIGHTED P K KEY -OPERATED o z 0-0 LUMINAIRE S 3 THREE WAY S LOW VOLTAGE LV I I I I 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER SCALE: SHOWN S FOUR WAY S MASTER I I REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE o" I" DRAWING IS FULL SCALE WHEN BARMEA MEASURES 2" 2" 0 1]D PAD -MOUNT TRANSFORMER 4 S S OS DIMMER OCCUPANCY SENSOR M ❑� PUSHBUTTON I I I I I I I I ENGINEER. DWG NO.: E001 SHEET NO.: 2 34 �f, —' :� x A EXISTING SUMP a S201 DISCHARGE PIPE HOLE IN CONCRETE WALL OVERSIZED TO FIT 4 0.� �y WL EXISTING 4" PIPE NPC WATERSTOP GROUTING RING AND PIPE o EXISTING 4" PIPE EXISTING 4" PIPE PER MANUFACTURER'S RECOMMENDATIONS p 4 C 4 4 4 � 4 SUGGESTED CONSTRUCTION SEQUENCE SINCE 197t EXISTING 10" PIPE PROPOSED 8" PIPE 4 "'0 1 - REMOVE EXISTING EMERGENCY PUMP, CUT PUMP DISCHARGE PIPE AND RAIL. BOTHELL, WA 2 - CORE THROUGH PRIMARY BASIN WALL AND INSTALL PROPOSED PIPING www.r 290 Drive 1.8 suite 21. www.rh2.com 1.800.720.805�- 4 BETWEEN EXISTING PRIMARY BASIN AND EMERGENCY STORAGE. 3 - VACTOR TRUCK(S) SHALL BE USED FOR TEMPORARY PUMPING WHILE CORING 4 �. V . P� PROVIDE NPC WATERSTOP 4 � p WORK AND PROPOSED PIPE INSTALLATION IS PERFORMED. o) of WAS GROUTING RING OR APPROVED o 0 4 - INSTALL PROPOSED WET WELL BASE AND FILLET. EQUAL. SEAL FLUSH TO WALL FACE p p 4 5 - REINSTALL EMERGENCY BACKUP PUMP AND ASSOCIATED FORCE MAIN PIPING. EACH SIDE WITH WATERTIGHT GROUT OR EQUIVALENT pa �� 697 73TEg - G 1 O `rSIONAL �� PIPE PENETRATION 1 SIGNED: 0211112019 EXISTING OO DO NOT TO SCALE S201 EXISTING ACCESS 8" PIPE o HATCH, TYP. oN WASL 0.00' b 4 4 Q WET WELL RIM Q Q Q Q Q Q Q Q Q Q 38889 v��EG 18 TER�91 a `SSIONAL �� a 4 v 4 SIGNED: 0211112019 4 EXISTING LANDING AT a 4 MID LEVEL HIDDEN v FOR CLARITY 4 z a Q Q v � Z EXISTING�7 4 7 Ly y 0 ACCESS HATCH _ _ _ d Q L OUTLINE, TYP. 0 4 0 _ ~ Z a � Boa as a z � ~ J EXISTING WET v 4 W Q �/± a cc WELL VENT PIPEU. Q Z ~ J 4 a Q W Q A a v 0 z J oc S201 a — a_ W H v � a Q � J (> LIFT STATION PROPOSED UPPER FLOOR PLAN EXISTING a a V y a J �" = 1'-0" LANDING FL a 4 � Z Q 0 4 v � � A 4 J � cn S201 EXISTING d cn PRIMARY BASIN 4 v ® 4 Q a W EXISTING d ® 4 d PUMPS AND o 4 v PIPING, TYP. d a �a ° 4 ® P O 0 ° CONTRACTOR TO CORE.14 4a O THROUGH PRIMARY 4 v ° BASIN WALL AND INSTALL a W PROPOSED 1'-4" LENGTH a EXISTING LINER Q cc 12" SPOOL (GRxPE) WITH 4 TO BE CUT AND v CAP AT A 2% SLOPE. Q REPAIRED AS NEEDED FOR ® o m a d PROPOSED 4" PIPE CUT AND MODIFY PUMP FLxMJ ADAPTER 4 v PENETRATION a CUT PROPOSED i PIPE FLUSH WITH RAIL TO ACCOMMODATE 4 PROPOSED PUMP PROPOSED 4" SPOOL, o g EXISTING WALL PIPE v LOCATION, TYP. (FLxPE), LENGTH TO FIT MIN 1'-3" PER PROPOSED PUMP a PENETRATION a w' — — —-20.90' LOCATION � Z PROPOSED CUT AND REMOVE 1 4 PRIMARY BASIN DISCHARGE PIPING AND 4 5201 a w 0 SUMP FITTINGS TO ACCOMMODATE PROPOSED 4" STAND a a L 0 PROPOSED PUMP LOCATION MOUNTELBOW FED DISCHARGE FROM PUMP v LU z W O ( ) MANUFACTURER FOR a 2% EXISTING EXISTING EMERGENCY YGT N3102 PUMP, FLYGT a BACKUP BACKUP PUMP MOUNTED MULTI/JOINT OR EQUAL 4 4 0 0 0 PUMP DISCHARGE ELBOW AND 4„ a cr- - EXISTING STAND TO BE a 3"MIN Q-23.70' o ACCESS HATCH ABANDONED IN PLACE o 4 PROPOSED WET FILL WET WELL BASE 1�_3�� v WELL FLOOR AND Q OUTLINE, TYP. AND SLOPE FLOOR Q PIPE INVERT a WITH GROUT APPROX. 1'-4" 4 4 0 4 c 4-25.70' o w EXISTING WET W o WELL FLOOR z w o s z z w w ¢ A RELOCATE EXISTING EXISTING EXISTING EMERGENCY BACKUP EXISTING FIBERGLASS SCALE- SHOWN S201 EMERGENCY BACKUP PUMP FIBERGLASS BASIN ENSURE EXISTING PUMP STAND IS PUMP PROPOSED LOCATION BASIN TO BE CORED COVERED BY PROPOSED GROUT. NO THROUGH AND REPAIRED oll 1 2" LIFT STATION PROPOSED LOWER FLOOR PLAN EXISTING SECTION A EXPOSED EXISTING PUMP STAND WILL PROPOSED SECTION A DRAWINGISEAS SCALEMEASURES WHEN S201 BE PERMITTED. S201 BAR MEASURES2" �, - 1 -O„ DWG SHEET NO.: S201 3 34 a 4 4 4 a 4 d 4 a 4 a 4 a 4 v a a � v 4 a 4 p � � v 4 4 � v 4 a 4 p � � v a a � v 4 a a a � � v a a ® a 4 v 4 4 ® 4 � v d � v 4 ® a ® 4 � v a a � � 4 p ® a d p 0 4 v 4 4 v 4 � � v 4 a EXISTING 4 v LINER � d 4 a � v 4 a FL 4 4 v 4 4 a � \ v 4 4 a ° pl► NO. FLOW °d mill'. ° d NO. 818-8-LA PRECAST VAULT d ° d d ° ° 8 d d d ° ° d d ° °d d ° ° ° d d d d d ^ °d EXISTING PRESSURE GAUGE AND SADDLE TO BE RELOCATED EXISTING PIPE SUPPORT TO BE RELOCATED--------� F I ❑ ° p EXISTING 4" PLUG VALVE APPROX. (FLxFL) TO REMAIN k 3�-5�� d w w w w w w wr-tr w LU u EXISTING 4" SPOOL TO BE CUT AND REMOVED. LENGTH TO BE ADJUSTED AS NECESSARY APPROX. 2'-3" d 8 d ° ° d d ° d dd d ° ° d ° d EAST VALLEY LIFT STATION EXISTING PLAN Y4 = 1'-0„ NOTE: PROPOSED PLUG VALVE SHALL BE INSTALLED IN A MANNER THAN DOES NOT CONFLICT WITH THE OPERATION OF THE EXISTING PLUG VALVE OR RELOCATED PRESSURE GAUGE. THE EXISTING PLUG VALVE MAY BE ADJUSTED ACCORDINGLY FOR PROPOSED PLUG VALVE INSTALLATION AND OPERATION. d ° ° d ° ud d ° ° d a dd E d dd ° d PROPOSED 4" DI BLIND FLANGE WITH 2" THREADED TAP PROPOSED 4" DI ECCENTRIC PLUG VALVE WI% TURN OPERATION NUT (FLxFL) PROPOSED 4" DI 450 BEND (FLxFL) PROPOSED 4" DI WYE (FLxFLxFL) 7 ml d ° d d ° d 4"° °d d d ° d °° d d ° ° ° ° d d d d A PROPOSED 4" DISMANTLING JOINT (FLxFL). INSTALL AT NOMINAL LAY LENGTH. SECTION A y4 = 1 —o M201 BOTHELL, WA 22722 29th Drive SE, Suite 210 d ° V d ° ° ° www.rh2.com 1.800.720.8052 d d a d ° d ° d ° EXISTING 42"x42" V. PA ACCESS HATCH o QE WAS ° o RELOCATE EXISTING d 2 '978 p SADDLE AND Ssr ISTEg�� ROTATE GAUGE oNAL ❑ ° SIGNED: 0211112019 o PROPOSED EXISTING ELECTRICAL GROUND PIGGING PORT CONNECTION, DO NOT DISTURB I aN WAS ° No. �► a o — » .0 38889 �0 hlGo STER�� C' A ° A �SSIONAL�1 RELOCATED M2o1 ° 120 l PRESSURE GAUGE SIGNED: 0211112019 PROPOSED 2" NIPPLE, MATCH EXISTING PIPE MATERIAL RELOCATED TEE RELOCATED SADDLE d ° I PROPOSED 2" BRASS BALL VALVE ° PROPOSED2"BRASS 1;i�� NIPPLE AS REQUIRED, TYP. OF 2 d RELOCATED PRESSURE GAUGE TO INCLUDE PROPOSED FITTINGS PER DETAIL ON THIS SHEET. v PROPOSED 4" RESTRAINED FLANGE COUPLING ADAPTER d ° d d ° d ° d ° d d °d d RELOCATE EXISTING PIPE SUPPORT d ° ° d d d d ° d ° d d ° d ° d °d °d ° °d d ° ° RELOCATED DIAPHRAGM SEAL EAST VALLEY LIFT STATION PROPOSED PLAN y4" PROPOSED 2" 450 BEND, MATCH EXISTING PIPE MATERIAL, ORIENT SUCH THAT THE GAUGE FACE IS VISIBLE FROM THE ACCESS HATCH ABOVE RELOCATED BALL VALVE, TYP. PRESSURE GAUGE DETAIL NOT TO SCALE EXISTING GAUGE TO BE RELOCATED, PER PRESSURE GAUGE DETAIL ON THIS SHEET wicTini - SPOOL TO BE CU D AS NECESSARY EV1 EXISTING PRESSURE GAUGE AND PLUG VALVE IN VALVE VAULT OBLIQUE NOT TO SCALE z_ Q Z W W O �= ~Z Q oa �u`` Cc �a LL z J oLLJ z J V � � Z —Qo LUcc LL. W J � U) Q W r, o m r_ 0 z 0 0 0 w Z J Z O Z Lu LL \� �= w J W J U �2 � CD CV cz) fV z (V GV cr Li LL W w � o 0 0 c) Qi> a W l^ V Y W W z z W SCALE: SHOWN oll l" 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M201 4 34 x0._ 'Y5. RL..i. +s i EXISTING SECONDARY FLOATS. ADJUST FLOAT ELEVATIONS PER CITY FIELD DIRECTION EXISTING CONDUITS TO BE TERMINATED AT OWNER PROVIDED TELEMETRY PANEL, TYPICAL OF ALL CONDUITS ENTERING EXISTING TELEMETRY PANEL. EXISTING FLOATS NOT TO SCALE s i EXISTING PRIMARY FLOATS. REMOVE ONE FLOAT FROM WETWELL. ADJUST REMAINING 3 FLOAT ELEVATIONS PER CITY FIELD DIRECTION. EXISTING TELEMETRY PANEL SWING DOOR NOT TO SCALE EXISTING TELEMETRY PANEL TO BE REMOVED AND RETURNED TO OWNER. INSTALL OWNER PROVIDED TELEMETRY PANEL IN SAME LOCATION AS EXISTING. PROVIDE STAINLESS STEEL HARDWARE AS REQUIRED TO SECURELY INSTALL PANEL. ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING TELEMETRY PANEL AND RETERMINATED INSIDE OWNER PROVIDED TELEMETRY PANEL PER TELEMETRY PANEL SHOP DRAWINGS. SEE TECHNICAL SPECIFICATION APPENDIX FOR TELEMETRY PANEL SHOP DRAWINGS TELEMETRY PANEL INSTALLATION NOTES 1. OWNER WILL PROVIDE THE TELEMETRY PANEL TO THE CONTRACTOR. 2. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5 WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS. 3. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE OWNER PROVIDED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU TO AID IN THE INSTALLATION OF THE OWNER PROVIDED RTU. EXISTING CONDUCTORS SHALL BE COVERED AND PROTECTED FROM THE WEATHER BETWEEN THE REMOVAL OF THE EXISTING RTU AND THE INSTALLATION OF THE OWNER PROVIDED RTU. 4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND PROPOSED CONDUCTORS IN TELEMETRY PANEL. 5. INSTALL OWNER PROVIDED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS TO THE OWNER PROVIDED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS NECESSARY TO REROUTE CONDUIT INTO THE OWNER PROVIDED TELEMETRY PANEL BASED ON THE PANEL SIZING. REPLACE ALL EXISTING CONDUCTORS BETWEEN THE RTU AND REMOTE DEVICES WITH PROPOSED CONDUCTORS INSTALLED IN EXISTING AND EXTENDED CONDUITS. CONTRACTOR SHALL PROVIDE ALL MATERIALS. APPROXIMATE CONTROL CONDUCTOR LENGTH TO MCC TERMINALS FROM EXISTING TELEMETRY PANEL IS 20'. 6. INSTALL OWNER PROVIDED RADIO IN OWNER PROVIDED RTU. SEE TELEMETRY PANEL DRAWINGS FOR DETAILS. EXISTING TELEMETRY PANEL INTERIOR NOT TO SCALE :C BOTHELL, WA 22722 29th Drive SE, Suite 21. www.rh2.com 1.800.720.805�- V. pI w of WAS 26978 �. GISTY,VL `rSIONAL� SIGNED: 0211112019 SIGNED: 0211112019 z_ Q Q z W W y 0 0 0Uj a C 0 z � ~ LLM LU 0 z Z Oft Uj V cc ya J ti M O ti 0 z m 0 0 0 w 0 Q cn Z z 0 z w w (n � w Q W LU LU .7FZ O O N N N N LL 11 ti p O ti O cL O C) — U w z LL, 0 S z LU LU Z 0z _0 Q Q LL LL 0 J 0 W � J � J � Q W Cn W Q J W W H >I m z O F= a U W Q F— O z SCALE: SHOWN oll 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E201 � 5 P: 2-- S' SAW CUT, REMOVE AND PATCH PROPOSED FORCE MAIN RESTORE LANDSCAPE TO EXISTING ORC E PQ.RT ■ A RE • 11 • , - • 11 AND PATCH CONCRETE �,. - �1 ■ WALKWAY TO NEAREST SINC NTROL JOINTS PER CITY BOTHELL, WA - — 22722 29th Drive SE, Suite 210 f I STANDARD SIDEWALK www.rh2.com 1.800.720.8052 I I� ; , y DETAIL, TYP. . 0� OV. P F WAS 6 , `? - � ,mow •- , . 26978 �EGISTV I I GI 1 APPROXIMATE LOCATION OF EXISTING v SSIONAL� y TELEPHONE VAULT, DO NOT DISTURB Y U) ; REMOVE AND REPLACE CONCRETE j SIGNED: 0211112019 n j ' ? �'� ; f WALKWAY TO NEAREST CONTROL JOINT PER ff iivH i ER H i 4` Diwl i ly CITY STANDARD SIDEWALK DETAIL, TYP.1N HAL XISTING C6....�� I I �� F wAsyl A �; r S . l RIM=19.78 , I ; RESTORE LANDSCAPE TO EXISTING OR y IE N 2 CONC=15.58 �. + I 11 BENDS VERITICAL TO BETTER CONDITION PER -: , .. E U I S ON G00 TYP. ........, r I ...- - • f i i`:L �HI`(� I IL 1 1' �... � . 38889 I L L PHOTO 1 1 � �EGISTEgE9 1 � _ (2)1 112" CQN UITS FOUND ; r 16" ST 16" ST 1fi" ISSIONALG -� � I AT 3 6 DE� H � I ! -' I�PROPOSED EXISTING WET WELL �.'- I l`DISCHARGE SIGNED: 02/11 /2019 ' I l MANHOLE CONDUIT:AT 42" DEF TH Ln -.. f CUT APPROX. 6-2" OF PIPE FOR 0 m ICJ � J y a riy. PROPOSED 233-LA "'� �� t� FORCE MAIN ACCESS PORT W P. V EXIANG rr� + 7 INVERTED VAULT z VALVE FNA � WAN (n INSTALLATION AND INSTALL VAULT EXISTING SSMH r ; TRANSITION COUPLINGS, TYP. OF 2 Q Q O , I E OUT T 9.30' LV a zLy GAS LINE FOUND AT" y f% �*► '" 6' DEPTHcc u Q 0 z LL W Z - A A o vi I Z �� ~ 1 r Aan (Z !gkjW m C301 C301 z 7� O ! . f� cny„ _ -1 'fir. _ H•. }. 4 RIM = 21.47 + 1'-011 Q uj J 8"IEIN=6.79 •. O Z a 8" IE OUT = 6.78 0 W LU PROPOSED COVER Q 0 cn , NO.23-2436P Vcc cn -- - - - PROPOSED FORCEMAIN ACCESS PORT INSTALLATION N TE Q. LL w w w PROVIDE VACTOR TRUCK DURING THE INSTALLATION OF THE J EXISTING 48" SSMH 1 FORCEMAIN ACCESS PORT. PROPOSED FORCE MAIN ACCESS PORT PLAN MINN RIM = 21.37 1" = 1'-0" W 8" IE IN = 7.05 ' VACTOR TRUCK CAN BE EMPTIED AT THE DISCHARGE MANHOLE > $" IE OUT - E.97 c) AS SHOWN ON THIS PLAN. CLEAN THE DISCHARGE MANHOLE I - _ EX[STJNG SSMH lRiM=21.74 UPON THE COMPLETION OF THE FORCEMAIN ACCESS PORT F2iM CTR CHAN=7.74 S/E INSTALLATION. Q \10 VISIBLE FLOW Z RESTORE PER RESTORATION J _ DETAILS ON G001, AND CITY OF �T �r - T ST - ST ST ST ST ST ST — RENTON STANDARD DETAILS TYP. I W W 1 9TH ST W EXISTING 8" GRAVITY C, a CD- - SEWER MAIN EXISTING WMH r, m N: 171834,908 PROPOSED 8" CAP WITH 4" NPT BALL VALVE m _.............._........-...-.._....-. o EXISTING SD*111 EXISTING SSMH 3'-2" � a 0 'RIM=21.68 APPROX. PROPOSED 8" VICTAULIC COUPLING U I CTR CHAN47.48 N /W- 4'-0" i NO VISIBLE FLOW i `i 1 1 1 1 ss PROPOSED 8" DI SPOOL (FLxPE), V-8" LENGTH Q cl) _ - Z FITTINGS SHOWN IN PURPLE CAN z 0 BE MANUFACTURED WITH WELDED 1 11 wLU PROPOSED 8" DI TRUE WYE (FLxFLxFL) � (n STEEL PIPE. WELDED STEEL PIPE - •• W W W ASSEMBLY SHALL BE COATED PER PROVIDE 12" CRUSHED ROCK .,,• �� '131 731 � SPECIFICATIONS. COMPACTED TO A UNIFORMLY C14;9 - �'�- • • - `• �'-~� ` ' 'F• . DENSE AND UNYIELDING CONDITION o o z n 1 cm` 1 C" C- a O n n n n n n U co W NOT TO SEE 1" L 3co L w o ■ W PROPOSED 8" DI WYE PROPOSED 8" o w EXISTING 8 PVC (FLxFL), TYP. OF 2 TRANSITION COUPLING PROPOSED SITE PLAN FORCEMAIN, TYP. W o SCREENED BASE DRAWING PROVIDED AS 1" = 10' PROPOSED 8" SPOOL (FLxPE), W A GENERAL REFERENCE OF EXISTING SITE PROPOSED 8" FILLER LENGTH 0'-8", TYP. OF 2 FLANGE, 2" LENGTH SCALE' SHOWN IMPROVEMENTS. THE BASE DRAWING IS FROM A PREVIOUS PROJECT. EXISTING Oil ill 2 SITE IMPROVEMENTS TO BE VERIFIED BY PROPOSED FORCE MAIN ACCESS PORT SECTION A DRAWINGISEASURESULL LEWHEN BAR MEASURES 2" CONTRACTOR PRIOR TO CONSTRUCTION. C301 DWG NO.: SHEET NO.: C301 6 34 4" DI SWING CHECK VALVE (FLxFL), TYP. OF 2 2'-811 PER AS BUILT •► q 1'-811 PER AS BUILT 48"x60" ACCESS HATCH ° da ° 4° a 4 ° d d 4 d 8'-0" x 8'-0" x 8'-0" PRECAST ONCRETE VAULT da e ° a d d 4" DI SPOOL (FLxPE) APPROX. 1'-5" LENGTH. TYP. OF 2 ° 4" DI SPOOL 4" DI FCA, APPROX. 1'-2" TYP. OF 2 LENGTH, TYP. OF 2 d o a d� DO NOT DISTURB EXISTING / PRESSURE GAUGES, TO d REMAIN IN PLACE, TYP. OF 4 El d d � m — m m 0 4" DI ECCENTRIC PLUG VALVE (FLxFL), W/ :4 SHACKLE RODS, '4 TURN OPERATION NUT TYP. OF 2, ' TYP. OF 2 PROVIDE ONE OPERATION NUT HANDLE a a ° a REMOVE 4" DI 900 BEND (FLxFL) 4" DI PIPE (FLxFL) APPROX. V-5" 4" DI TEE (FLxFLxFL) MISTY COVE LIFT STATION VALVE VAULT EXISTING PLAN 4° = 1 '-o„ NO. y r Y A M 401 PROPOSED 4"x4" DI TEE (FLxFL) ;A MISTY COVE LIFT STATION VALVE VAULT PROPOSED PLAN 6 PROPOSED 2" BRASS NIPPLE AS REQUIRED, TYP. OF 2 d ° PROPOSED 4" DI 90' BEND (FLxFL) 41 RELOCATED PIPE SUPPORT %4 = 1'-0' 14 a d a d a PROPOSED 2" BRASS BALL VALVE PROPOSED 4" DI BLIND FLANGE WITH 2" THREADED TAP PROPOSED 4" DI ECCENTRIC PLUG VALVE W/ 14 TURN OPERATION NUT (FLxFL) ° PROPOSED 4"x4" DI TEE (FLxFL) ° 11 °.. ° o ° d a ® 4 a EXISTING PIPE SUPPORT TO BE RELOCATED TO 90° BEND OBLIQUE NOT TO SCALE Jr BOTHELL, WA 22722 29th Drive SE, Suite 21. www.rh2.com 1.800.720.805�- V . l A ,��ilo��W�ASH1YI '' 269��. ��GISTBg�� ''SIONAL � SIGNED: 0211112019 rZN HAS QF WAS ��GISTBR�� IONAL�� SIGNED: 0211112019 Z W Q J t► Q Z Z W cW > J O � = Z o a 0 J ZU p Woy Q CC z � Q C.) LL' Q ~ Z Oz �Q oW LL _QoJU C) y OC W W a �� > J 0 J V cn F— M O ti 0 z m 0 c� 0 0 U� Z Z 0 Z w W w Lu W J J U � 0 O N N N � �i ti ti O cL C) Z = Lu W z w z W W cr- Z 0 a it U co W O U, 2s z� SECTION q SCALE: SHOWN %4' = 1'-0" ✓�1 oll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M401 8 '4 CVIC'r1K1n 7711 NAAAILJnI C TO REMAIN, TYP. EXISTING GRATING TO BE REMOVED EXISTING LOWER LADDER TO REMAIN, TYP. EXISTING CONVERTED WET WELL MANHOLE ACCESS LOWER LADDER ACCESS FIFE !D EXISTING LADDER EXISTING UPPER LADDER OPENING IN EXISTING STEEL PLATE, AND FILE EDGES TO A DULL CONDITION EXISTING GRATING AND GRATING EXISTING GRATING EXISTING UPPER LADDER WITH MILL M I LnWWL_I\ 1-11VL/ I ILE EDGES TO A DULL CONDITION EXISTING SIDE SEWER, DO NOT DISTURB 4 CUT A 32" DIAMETER OPENING IN EXISTING STEEL PLATE AND FILE THE EDGES SO THERE ARE NO SHARP EDGES i ill EXISTING INTERMEDIATE PLATFORM BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 �,�V.PA �WA S.r 26978 14 sSIONAL� SIGNED: 02111/2019 �y�N HAL rd .5 t5 t5 t5 y �SSIONAL�� SIGNED: 0211112019 W Z J WAN 0 Z W y Z 00Q Q Z ~oa �cn � , J F- Ujoy JZ ct Z W W LL.QW 0 Z Z W O' W � ► Qo 0 cc o� V y a W a wallift 0 J V M O p] 0 z m 0 c� 0 CV O UI Qcin in Z J Z 0 Z LU LU '^ V / w W J W J U 1z O 6� CV CV Z C" C- a Ii Ii u Lu 0 0 0 LLI o a W 0 0 z = o Lu W O w z Lu oz � W � SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M402 9 34 �I INSTALL MAGNETIC LOCATE MARKER PER SPECIFICATIONS, TYP. OF 2 SAW CUT, REMOVE AND PATCH ASPHALT PER RESTORATION DETAILS ON DWG NO. G001 PROPOSED FORCE MAIN ACCESS MANHOLE, 300' DOWNSTREAM OF LIFT STATION 450 BEND. SAW CUT, REMOVE AND PATCH ASPHALT PER / RESTORATION DETAILS ON DWG NO. G001 FORCE MAJN REMOVE AND REPLACE LANDSCAPE TO STA. 21+0 tT CONSTRUCTO PER PLAN* � + � � � x _ ,4 EXISTING OR BETTER CONDITION PER OR�CSFTS ILEIO v3 001 F # ��- � RESTORATION DETAILS ON DWG N0. G ' - p C £ ."r•Ot 56 �'yiz in O 56 Pf L .... .. .. .. r§. k a -. R .. 3 J: ' �� PROPOSED 36 O MANHOLE ADJUSTMENT : EXISTING FORCE MAIN PLAN RINGS AS NEEDED TO LEVEL PROPOSED 1"=30' FRAME AND COVER WITH EXISTING SURF APPENDIX F ACE, SEE OR STANDARD DETAILS, TYP. 41 [ak Y'oA C501 CUT APPROX. T-1" OF PIPE FOR FORCE MAIN ACCESS PORT INSTALLATION AND INSTALL TRANSITION COUPLINGS, TYP. OF 2 PROPOSED LADDER G01 EXISTING FORCE MAIN DISCHARGE MANHOLE PROPOSED FORCE MAIN ACCESS MANHOLE PLAN 1" = 1'-0" A C501 PROPOSED 4" TRANSITI01 COUPLING, TYP. OF EXISTING 4" PVC FORCE MAIN, TYP. PROVI UNDER WYE, TYP. OF 2 FLANGE, 3" LENGTH PROPOSED FORCE MAIN ACCESS MANHOLE SECTION 01 1" = 1'-0' WE SMET Cf: + fM DETA& s. 7 RAC ? 4 TRACT "A" ., TRACT i6a�_ d° d° d APPROX.5' ° CONTRACTOR ad TO VERIFY PROPOSED MANHOLE COVER SCREENED BASE DRAWING PROVIDED AS A GENERAL REFERENCE OF EXISTING SITE IMPROVEMENTS. THE BASE DRAWING IS FROM A PREVIOUS PROJECT. EXISTING SITE IMPROVEMENTS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. PATCH EXISTING PAVEMENT PER RESTORATION DETAILS ON G001, TYP. BACKFILL WITH CRUSHED ROCK COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING CONDITION 48" PRECAST SADDLE MANHOLE - - ---- AND OFFSET .SS ZATION WITH )UT, TYP. DI SPOOL PPROX. OF 2 )POSED CKS IN FYP. PROVIDE 12" CRUSHED ROCK COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING CONDITION BOTHELL, WA 22722 29th Drive SE, Suite 21. www.rh2.com 1.800.720.805�- 1ST v O of WAS � All 269 V GISTS 1 `rSIONAL� SIGNED: 0211112019 OF WASH I �ririt�y � 4'EGIST0`SSIONAL SIGNED: 0211112019 Z a Z T W 0 Z W y Z 0 CC Q Q ~oa Z� �a W a LU ccZ~ F- LLI Q L J C/) 0 Z Z LL ' LL 0 O �- W 0 J Cn V a in0 � a mftftO J cc cc W a a a. Fl- M y O Cp 0 z m 0 0 0 U I 00 d 0 Q Z (n z 0 z w w cl) � w Q > W W W J U J � 0 o z 0 a ii Li co W o 0 0 0 0 w LU LU 0 W az SCALE- SHOWN oll 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C501 10 34 A S501 EXISTING CONTROL BUILDING EXISTING PROPOSED ALUMINUM ROOF EXHAUST FAN VENT, CENTERED ON NORTH-EAST SIDE OF BUILDING EXISTING HEATER EXISTING LIGHT TO BE REMOVED AND RELOCATED UNDER PROPOSED CEILING. ADJUST CONDUIT AS NECESSARY FOR CONNECTION. EXISTING BIRD BLOCKING 10'-0" EXISTING CONDUIT TO REMAIN IN PLACE. PROPOSED BLOCKING FOR PROPOSED CEILING, TYP. KEEP EXISTING JUNCTION BOX EXPOSED EXISTING CONTROL BUILDING ROOF 401/ 00 EXISTING ROOF RIDGES EXISTING DOUBLE DOOR PROPOSED ROOF IMPROVEMENTS PLAN % " 4 A S501 EXISTING POST TO REMAIN, TYP. EXISTING FENCE SECTIONS AND SWING GATE TO BE REMOVED AND REPLACED WITH SLIDE ACCESS GATES EXISTING FENCE POST TO BE REMOVED AND ASPHALT PATCHED WHERE POSTS REMOVED, TYP. EXISTING FENCE TO BE REMOVED, TYP. PROPOSED APPROX. 1 V-8" SLIDE ACCESS GATE, SEE DETAIL THIS SHEET, TYP. OF 2 EXISTING SWING ACCESS GATE TO BE REMOVED, TYP PROPOSED CHAIN LINK FENCE, SEE DETAIL THIS SHEET, TYP. PROPOSED AIR VENT INC. MODEL RVG55, OR APPROVED EQUAL ATTACH 2x BLOCKING TO TRUSS AND NAIL GYPSUM BOARD DIRECTLY TO BLOCKING. EXISTING CONDUIT TO REMAIN ATTACHED TO TRUSSES. EXISTING 18"x18" INTAKE LOUVER SECTION % " 4 PpopnSFn RITF PI AN EXISTING FENCE TO REMAIN, TYP. CUT EXISTING ROOF FOR PROPOSED MATCH EXISTING VENT AND PROVIDE FLASHING AND (6-0" MAX.) WATER PROOFING FOR A WATER IIlei: I1»►1:11IMATIVIIIIIIf] 0m9W.1•y:11►Lei Co MATCH EXISTING ROOF. I SEE NOTE 1 EXISTING TOP PLATE PROPOSED TRIM AROUND PERIMETER KNOX BOX PER NOTE 3 PROVIDE GALVANIZED U-BOLTS TO FIX PLATE AND KNOX BOX TO FENCE POST GATE LATCH WITH LOCK EXISTING PAVED SURFACE PROPOSED CHAIN LINK FENCE, SEE DETAIL THIS SHEET, TYP. PROPOSED SLIDE ArrFS.q i;ATF qFF EXISTING FENCE TO REMAIN IN PLACE PROPOSED FENCE AND GATE � 2%" O.D. END POST 1%" O.D. TOP RAIL 1%" O.D. BOTTOM RAIL rc1� _ �r 7�y �• f ► ► : ►C BOTHELL, WA 22722 29th Drive SE, Suite 21. www.rh2.com 1.800.720.805�_ V. of WAS,,l 26978 �. GISTEg�9� `rSIONAL �� SIGNED: 0211112019 OF WASH ,r �riritiy �� AEG I S TEg�9 SSIONAL�1 SIGNED: 0211112019 ri1 CHAIN LINK FENCE DETAIL NOT TO SCALE NOTES: 1. NOTE: MINIMUM DEPTHS BASED ON IBC GRAVEL(GW) OR SANDY GRAVEL(GP) SOIL TYPES PER IBC TABLE 1804.2. 2. CONCRETE FOR ALL FOOTINGS SHALL BE WSDOT CLASS 4000. 3. PROVIDE KNOX BOX3200 SERIES LIFT OFF DOOR MODEL. M CONTRACTOR TO VERIFY CONCURRENCY WITH FIRE DEPARTMENT. 0 5" REAR WHEEL WITH UNIVE SAL 0 BRACKET, TYP. TRACK BRACKET o 0 cn m Q cn Z z 0 MATCH EXISTING Lu w w (n (6'-0" MAX.) > W W LU U rz Nr 10' MAX. INDUSTRIAL DOUBLE WHEEL CARRIER SLIDE ACCESS GATE DETAIL NOT TO SCALE .7FZ O O N N N N Ev w w 0 0 o 'I m z O a U co 0 L 0 o� z SCALE: SHOWN 011 ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S501 11 34 "�o'UPROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" EXISTING MAIN SERVICE DISCONNECT 100/3 SE I _ _ i nT. EXISTING 748.0/277 -VOLT PRIMARY SERVICE STANDBY I GENERATOR I I GROUND PER N.E.C. � I I I ELECTRICAL NOTES XX X� 1. SEE DWG NO. E502 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E502 FOR ELECTRICAL EQUIPMENT SCHEDULE. OUTSIDE , 1 UU TM I 40KW L- INSIDE FXIRTM'. KAnTnR (,nMTRC)I C'.FNTFR AROV 3r, 4W, "MCC" ONE -LINE DIAGRAM NOT TO SCALE 13 20/2 481 7.F 10 fT240/ PNLL 120V TING POWER HANDHOLE )15/3 ' )15/3 0 I EXISTING SEAL -OFF, (TYPICAL) POWER FAIL RELAY WET WELL BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V . I'�4 �g WASxl � STVVL"l 'ZONAL SIGNED: 02111/2019 SIGNED: 02111/2019 W Z Z J Q Q W W Z Z Lu v� O Ora Z ~oa Z L Woy� GC z Q LL. Q W Q 0 Z0 LIJ ::i—b LL Z �� J 0 V y a LL LL wallift LA. J J m cn bc W (D a M O ti 0 y Cp z 0 c� 0 0 w m' Q cn Z J Z 0 W W W LU W U Aj 00 0 N N 0 a co W w � o Qo o o v¢i a W F- 0 O U — U w � LU O C7 w ¢ SCALE: SHOWN 01. Ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E501 � 12 J/34 EXISTING MAIN SERVICE POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES C EXISTING UTILITY METER PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 1 1/4" (3)—#3, (1)—#3 N, (1)—#8 GRD PROPOSED STANDBY GENERATOR EXISTING MANUAL TRANSFER SWITCH, "MTS" 2" (3)—#3, (1)—#3 N, (1)—#8 GRD PROPOSED AND EXISTING CONDUIT WITH PROPOSED CONDUCTORS. O EXISTING MANUAL TRANSFER SWITCH, "MTS" PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 1 1/4" (3)—#3, (1)—#3 N, (1)—#8 GRD PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" EXISTING MOTOR CONTROL CENTER, "MCC" 2" (3)—#3, (1)—#3 N, (1)—#8 GRD PROPOSED AND EXISTING CONDUIT WITH PROPOSED CONDUCTORS. INSTALL PROPOSED CONDUCTORS IN EXISTING O EXISTING MOTOR CONTROL CENTER, "MCC" PROPOSED STANDBY GENERATOR 1" (4)—#12, (1)—#12 GRD CONDUIT. BLOCK HEATER AND BATTERY CHARGER. CONDUIT TO PENETRATE WALL AND CONTINUE TO EXISTING MANUAL TRANSFER SWITCH, "MTS". SEE DWG NO. E503 FOR DETAIL. CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES C1 J -- PROPOSED STANDBY GENERATOR PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (3)—#14. (1)—#14 GRD PROPOSED AND EXISTING CONDUIT WITH PROPOSED CONDUCTORS. C2 PROPOSED STANDBY GENERATOR EXISTING TELEMETRY PANEL 2" (8)—#14. (1)—#14 GRD INSTALL CONDO TPROPOSED CONDUCTORS IN EXISTING C3� EXISTING TELEMETRY PANEL PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (2)—#14. (1)—#14 GRD ELECTRICAL NOTES 1. INTERCEPT EXISTING CONDUIT WITH PROPOSED CONDUIT. 2� 2. CONDUIT TO CONTINUE TO EXISTING MANUAL TRANSFER SWITCH. 3� 3. OUTDOOR EQUIPMENT TO BE SECURED TO THE EXISTING BUILDING WITH S.S. HARDWARE. 4� 4. CONDUIT TO CONTINUE TO PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS". PROPOSED CIRCUIT BREAKER PROPOSED BOLLARDS, SEE DWG NO. E503 FOR DETAILS ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. AUTOMATIC TRANSFER SWITCH — NEMA 4X STAINLESS STEEL OA ENCLOSURE, 100 AMP, 480 VOLT, 3 PHASE, 3 POLE, 42 KAIC SEE SPECIFICATIONS SEE SPECIFICATIONS WITHSTAND. PANEL SCHEDULE L NO. L LOCATION: LIFT STATION SERVING: LIFT STATION LOADS 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 2 4 16 8 10 12 14 16 18 20 22 24 26 28 30 240/120 40 AMP VOLTS 1 � 3 WIRE MAIN CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION 3UILDING RECEPTACLES Z, u SPARE SPARE 2C 20 — BUILDING LIGHTING 3UILDING EXHAUST FAN 20 — SPARE YARD LIGHT POLE AND RECEPTACLES 20 gn — SPARE TELEMETRY CONTROL PANEL 2C SPARE BATTERY CHARGER 0.48 2( SPARE BLOCK HEATER 1.76 20 U — VALVE VAULT STUMP PUMP 2P 20 — SPARE SPARE 2C 20 — SPARE SPARE 2C 20 BUILDING HEATER SPARE 2( on BUILDING HEATER SPARE 2( �-u — SPARE SPARE 2( 20 — SPARE SPARE 40 — MAIN SPARE PROPOSED STANDBY GENERATOR. FOR DETAIL SEE DWG NO. E503 EXISTING CONDUIT CONTINUES TO EXISTING MOTOR CONTROL CENTER, "MCC" Ma LIFT STATION INTERIOR NOT TO SCALE EXISTING T PROPOSED AUTOMATIC CONDUIT TO PENETRATE WALL AND CONTINUE EXISTING TELEMETRY PANEL. SEE DWG TRANSFER SWITCH, "ATS„ nin Crnn Cnr) DETAIL. PPM LIFT STATION EXTERIOR NOT TO SCALE EXISTING MANUAL TRANSFER SWITCH EXISTING CONDUIT TO BE REMOVED EXISTING CONDUIT CONTINUES TO PROPOSED STANDBY GENERATOR CONDUIT CONTINUES TO PROPOSED AUTOMATIC TRANSFER SWITCH, "ATS" C3 -� PUMP .i PUMP P1 BOTHELL, WA 22722 29th Drive SE, Suite 21. www.rh2.com 1.800.720.805�- € V. P� O� of WAS�rr 26978 �. 3 GISTY,VL 1 `rSIONAL �� P3 P 4 SIGNED: 0211112019 SIGNED: 0211112019 SAW CUT AND REMOVE ASPHALT FOR CONDUIT PLACEMENT. Z PATCH Q c Z ASPHALT PER � 0 RESTORATION DETAILS ON W LLB c G001. O � = Q Z Z o LL. a c/) Q Woy J CC ~ � a Z Q LLLL. J z LIU J 0W �L LL Q O =) ~ V ya ccJ mV � Z J -.- cn J ir W W a a. EXISTING TELEMETRY PANEL � P TERMINATE PROPOSED co CONDUCTORS C?_ m AT EXISTING o TERMINAL o BLOCKS AND c� FUSES.SEE o DWG NO. E503 w FOR DETAIL. U) Z J z O z w � w w (n W Q W J � W J U rz !�? n 0 o z � N N a LL- Li u W o 0 Lu 0 o a gar: o _ O C) w � z w O s z z W EXISTING TELEMETRY PANEL INTERIOR W SCALE: SHOWN NOT TO SCALE 011 ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E502 13 34 GENERATOR WITH SOUND '�'. Li„" ':'�''Y.fk :•fix i- '' ATTENUATED ENCLOSURE ,, . .z... EG CONTROL PANEL, EXTERNAL ' EMERGENCY STOP PUSHBUTTON, AND SINC CIRCUIT BREAKERS THIS END. BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V.PA 0 pF WASyj INSTALL LBS AS REQUIRED EXISTING BUILDING INTERIOR EXISTING BUILDING EXTERIOR CMU CMU BLOCK WALL BLOCK OR CONCRETE WALL ALL WALL PENETRATIONS SHALL BE CORE 26978 w DRILLED FROM THE OUTSIDE OF THE BUILDINGVA-SEGISTEg�_� TO THE INSIDE OF THE BUILDING. FILL ANNULAR SIGNAL SPACE WITH SIKAFLEX 1A SEALANT. SIGNED: 02/11/zols EXTEND EXISTING CONDUITS WITH PROPOSED DUAL -WALL SUB BASE FUEL CONDUITS. SURFACE MOUNT PROPOSED CONDUITS TANK 0 PROPOSED CONDUIT "LB", TO GENERATOR AND FUEL TANK WITH STAINLESS z TYPICAL. Al f Bsx STEEL HARDWARE. — "ter o FINISHED GRADE0 0 SECURE GENERATOR AND FUEL EXISTING CONDUIT TANK PAD WITH 1/2" CONCRETE 51635 STUB UP ANCHORS OR APPROVED PROPOSED CONDUITGISTEgE9� EQUAL. EMBED MAX 3" IN SSIONAL� CONCRETE, TYP. OF 4. r EXISTING BUILDING CONDUIT PENETRATION DETAIL SIGNED: 0211112019 NOT TO SCALE z Q Q Z W 0 W y EXISTING O V Q J EXISTING ASPHALT cn CONCRETE PAD 0 () = Q _ GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW ROUNDED CONCRETE TOP z o acn a 1" = 1'-0" 1�� o 0) W CC Z ~ LL LLMQ Z � J � PROPOSED GENERATOR WITH 0 z SOUND ATTENUATED ENCLOSURE 0 LU EXISTING GENERATOR PAD Q 0 J Q V y oC 6,� GALVANIZED STD a STEEL Q. M W PIPE. FILL WITH CONCRETE. Cn Z PAINT SAFETY YELLOW. 4'-0" MINNW LOCATE @ 4' O.C. J 1 W C'3 2'-3" a 4'-0" MIN. 0 W r, M y O Cp r` 4 3'-0" #4 HOOPS @ 12" O.C. t 4'-0" TYP.(6) #4 VERT RST wEQUALLY SPACED �I Z J 0 z w w cn w a Q > W W w J J cc U � a 21 CD CD N 04 z Q C"T � O a Q co w 0 Q ~ Q 0 0 o � a w F- 0 BOLLARD, SEE DETAIL ON I 2�_6� _ I o THIS SHEET, TYP. OF 2 W z W o z w w � BOLLARD DETAIL SCALE: SHOWN NOT TO SCALE Oil ill 2 GENERATOR AND FUEL TANK PLAN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" 1 " = 1 ' —0" DWG NO.: SHEET NO.: E503 14 34 F401-DC7 ATS POWER OFFLINE F401-DC7 NNECTIONS ER OFFLINE F4303-1:4 DIGITAL INPUTS, SLOT 3 NOT TO SCALE 24VDC DIGITAL INPUTS 1734-IB8 ALLEN BRADLEY 8 PTS C SLOT 3 24N 2 F401-DC7 FIELD CONNECTIONS FUSE 31 GENERATOR GENERATOR WARNING F4303-500 i 1/4A FUSE 32 I GENERATOF GENERATOR FAILURE 1/4A GENERATOR RUNNING FUSE 33 GENERATOR f `YJVJ JVL 1/4A FUSE 34 ' GENERATOR GENERATOR LOW FUEL F4303-503 I 1/4A F401-DC7 I DIGITAL INPUTS, SLOT 4 NOT TO SCALE 24VDC DIGITAL INPUTS 1734-IB8 ALLEN BRADLEY 8 PTS 2 BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V . P�q O of WAS 26978 GISTSS SIONAL SIGNED: 02111/2019 SIGNED: 02111/2019 z Q Q Z cn W 0 Z zW� p:0 OccQ Q� �oa�Q z � � V Woy - ct z LLL � Q W J o 0 z 0 LL O' L CC J V y a � LA. Cn W W LV aJ — W aF- W W y M O Cp ti O Z O U' O W ml V/ Q Z J Z O W W w W W U liz O O z N N 0 a Li ii co w w � o o Qo o v¢i a W F- 0 O Of — U w � Z w S O Z w ¢ SCALE: SHOWN 01. ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E504 15 34 EXISTING WET WELL PROPOSE GENERATOR PP PROPOSE GENERATC EXISTING CONTROL BUILDING EXISTING WET WELL =MOVE ASPHALT FOR DNDUIT PLACEMENT PER NG NO. E602 XISTING VALVE VAULT REMOVE EXISTING GENERATOR PAD FOR IROPOSED PAD AND GENERATOR, REPLACE WITH ASPHALT OUTSIDE LIMITS DF PROPOSED GENERATOR PAD PER DWG NO. E602 .TO SUBGRADE AND RESTORE EXISTING LIFT STATION - PROPOSED GENERATOR REMOVE AND REPLACE EXISTING ASPHALT FOR PROPOSED CONDUITS PER DWG NO. E602 4P{ REMOVE EXISTING GENERATOR PAD FOR PROPOSED PAD AND GENERATOR PER DWG NO. E602 REMOVE EXISTING ASPHALT TO SUBGRADE AND RESTORE REMOVE ASPHALT FOR CONDUIT PLACEMENT PER DWG NO. E602 PROPOSED LIFT STATION SITE WORK w } WL ib el 11 4�. PROPOSED LIFT STATION SITE WORK I •'.' EXISTING VALVE VAULT REMOVE EXISTING ASPHALT TO SUBGRADE AND RESTORE, WITH CONTINUOUS SLOPE DOWN TO DRIVEWAY ENTRANCE DISCLAIMER: VICINITY MAP WAS OBTAINED FROM GOOGLE MAPS ON FEBRUARY 1, 2019 BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 !r V . PA ,S�' y WAASHr � 26978 � I S T ERA SIONAL SIGNED: 02111/2019 rZN HA1 �y WASkI e/ �IONAL 0rG_Z SIGNED: 0211112019 0 W Z cn Q 0 Z W y 0 O Q CC ~oaUj a Z LL. Z 0 y 0 Z ct z LILMLU Q ~ J Ozg Qa oW � C/) W —Qo Vya LL cf) LA.wallift � J J W W cc V c/) r` c') 0 0 z m O c� 0 0 U U� Q U� Z J O Z LL /� W V/ w W W J J cc U � 0 cV cV C" C- LL. LL LLI ti O CL LL. 2 Y Lu w z LL, z 'w w Q__ WI S cc 'I m z O a U co W O U, 2s SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C601 16 34 4" CHECK VALVE (FLxFL) WITH LEVER AND WEIGHT 6" x 4" REDUCER (FLxFL) FLOW REMO� 6" 900 BEND 4" FCA 4" PLUG VALVE (FLxFL) 48"x72" ACCESS — 810-LA VAULT HATCH i Q d ° .. ,. ., a d ° 4 d F GO o° d da d ° d 4 L d d \ e d 0 6" SPOOL (FLxFL), ° LENGTH 2'-5" ° ° EXISTING CEILING HANGER a 6" MAGNETIC FLOW METER (FLxFL) — a I SHY CREEK LIFT STATION EXISTING PLAN /„ _ 1'-0„ I • S flscltxi b I I N G VALVE VAULT 4" 90' BEND (FLxFL) 4"x2" THICK FILLER FLANGE 4"x4" DI TEE (FLxFL) 6" SPOOL (FLxFL), CONFIRM LENGTH IN FIELD REMOVE 6" 900 BEND (FLxFL) 6" PLUG VALVE WITH OP NUT (FLxFL) M► PROPOSED CEILING HANGER A M601 > REMOVE EXISTING COATING FROM VALVE VAULT WALLS PER COATING IMPROVEMENTS ON SHEET M602 SHY CREEK LIFT STATION PROPOSED PLAN d n ° y4„ = 1'-0„ PROPOSED 6" DI 900 PROPOSED 6"x6" DI TEE (FLxFL) r LVV VnLVL M 4 1VIVV OPERATION NUT (FLxFL) d ° a a d a �d SECTION A y4„ = 1'-0 PROPOSED 6" DI 900 BEND (FLxFL) PROPOSED 6" DI ECCENTRIC PLUG VALVE W/ 14 TURN OPERATION NUT (FLxFL) PROPOSED 6"x6" DI TEE (FLxFL) OBLIQUE NOT TO SCALE BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 !r V . PA ,S�' y WAASHI 26978 14 s'SIONAL� SIGNED: 02111/2019 r�N HA1 �g WASkI GISTV, �SSIONAL�� SIGNED: 0211112019 Z wxAft Iq C vo Z Z W LU v, O Ora �oaQQ �Z Z Lift� J Wa ct co) ca Z Q LU LL J Q O z� O —v J - W �e Z ► Vy Q LU LU= Q a LL. oftft V LU cl) W LU cl) C? cx) Z 00 O O U� N Z 0 Z LL LU V / w W W J J U lz Cy) cy) (V 04 ZO C" CV a LL. LL u w 0 LLI 00 �lca W a 0 z = rn Lu LU z L oLU SCALE: SHOWN 01. r 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M601 17 34 EXISTING VALVE VAULT FLOOR REMOVE EXISTING COATING, TYP. CONTINUOUS FIBER -REINFORCED GROUT. PRESSURE WASH BEFORE APPLYING, AND APPLY FULL PERIMETER OF VALVE VAULT JOINT. VAULT BASE REHAB DETAIL GROUNDWATER LEAKING INTO VAULT, REHABILITATE VALVE VAULT PER DETAILS ON THIS SHEET AND SPECIFICATIONS SCRAPE EXISTING PEELING COATING AND PRESSURE WASH PER REHABILITATION DETAILS ON THIS SHEET AND SPECIFICATIONS EXISTING TOP OF WET WELL VALVE VAULT FLOWING LEAK REHABILITATION NOTES 1) FLOWING LEAKS IN THE SHY CREEK LIFT STATION VALVE VAULT SHALL BE REHABILITATED PER THE DETAILS ON THIS SHEET AND THE PROJECT SPECIFICATIONS. 2) LOCATIONS OF LEAKAGE IN THE EXISTING VALVE VAULT MAY VARY AND MAY BE DIFFERENT THAN WHAT IS SHOWN ON THIS SHEET. THE PLAN, PROFILE, AND DETAIL VIEWS ON THIS SHEET ARE INTENDED TO ILLUSTRATE TYPICAL LEAKAGE AREAS AT VALVE VAULT JOINTS AND TYPICAL LOCATIONS FOR CHEMICAL, CEMENTITIOUS OR NON -SHRINK GROUT APPLICATION. THE EXISTING VALVE VAULT MAY HAVE MULTIPLE LEAKAGE POINTS, INCLUDING LOCATIONS OTHER THAN VALVE VAULT JOINTS. EACH CRACK, LEAK, AND OTHER AREAS DIRECTED BY THE OWNER SHALL BE REPAIRED PER THE DETAILS ON THIS SHEET. ALL LEAKAGE POINTS SHALL BE REPAIRED BY THE CONTRACTOR. 3) CHEMICAL GROUT SHALL ONLY BE INJECTED TO PREVENT ACTIVE LEAKS IN THE EXISTING VALVE VAULT AND ENABLE CONTRACTOR TO PERFORM OTHER VALVE VAULT REHABILITATION WORK. 4) FIBER -REINFORCED GROUT SHALL BE PRODUCED BY QUADEX, THE STRONG COMPANY, OR AN APPROVED EQUIVALENT. INJECT CHEMICAL GROUT IF JOINT SHOWS SIGNS OF ACTIVE OR RECENT LEAKING TYPICAL LOCATIONS OF LEAKAGE, SIMILAR AROUND PERIMETER OF VALVE VAULT BASE REMOVE EXISTING COATING, TYP. CONTINUOUS FIBER -REINFORCED GROUT. PRESSURE WASH BEFORE APPLYING, AND APPLY FULL PERIMETER OF VALVE VAULT JOINT. TYPICAL LOCATION OF LEAKAGE, SIMILAR AT OTHER VALVE VAULT WALL JOINTS INJECT CHEMICAL GROUT, ONLY IF ACTIVELY LEAKING VAULT SECTION REHAB DETAIL 1" = 6" SCRAPE EXISTING PEELING COATING IN THIS AREA, APPROX. 2 SQ. FT. BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 !r V . PA OF WAskJ. '' 26978 ��' SIGNAL SIGNED: 02111/2019 rZN HAS pF WA gkI �tt�� *' �EGISTERWl*�� IONAL�Z SIGNED: 0211112019 z 1► LU Lu (n 0U Cc ~Oa Z� , W p c� LLM QL4 0 OW - Qo V ya U. ftftm ►I r, M 0 0 z m 0 0 0 U C9 Q cn Z 0 Z w w cl) w Q > W W W J J cc U � 0 z = o w W U, zW W z Z - cn aZ OW v2 Z W 0> —0 as c� LL J J W — � W W J W Q cc Z C.)c/) W s az 'I m of SCALE: SHOWN 01. 1.. 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" M602 18 J 3, � OUTSIDE EXISTING TRANSFORMER Y, Y, EXISTING MOTOR CONTROL CENTER 480V, 3�, 4W 100/3 SE 110 EXISTING I NEUTRAL 480/277 - VOLT PRIMARY SERVICE _ _ I I ATS I 0 M I SPD 0 EXISTING UTILITY METER I EXISTING AUTOMATIC I TRANSFER SWITCH, "ATS" — — — I GND BUS P1� 100/3 EXISTING GENERATOR RECEPTACLE I MTS O I I _L CP3� PROPOSED STANDBY GENERATOR 100/3 TM I I I GROUND PER N.E.C. I 50KW I I I P2 PROPOSED MANUAL — TRANSFER SWITCH, "MTS" ELECTRICAL NOTES XX OX 1. SEE DWG NO. E602 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E602 FOR ELECTRICAL EQUIPMENT SCHEDULE. INSIDE ONE -LINE DIAGRAM NOT TO SCALE NO PM VM PHASE VOLTAGE _ MONITOR METER 240/1 1 EXISTING POWER HANDHOLE 30/2 ) 50/3 50/3 10/3 TING --OFF, ICAL) WET WELL BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V . I'�4 �g WASxl STEg�� 'ZONAL SIGNED: 0211112019 SIGNED: 0211112019 W z Z Q Q J W W Z W y Z 0 o Q 0 ~0aZ Uu o y O ct z LL. qq ozz 0W �� _ 0 L 0 V ya J J W W V cn M y O Cp ti 0 z 0 c� 0 0 w U� Q Z J Z 0 W W w W W J U J liz O O z 0 N N a Li ii co Lu w � o Qo o o v¢i a W F- 0 Of O o� — U W LU 0 w ¢ SCALE: SHOWN 01. Ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E601 19 734 EXISTING SITE LIGHT, FOUNDATION TO BE REMOVED. POLE AND LIGHT TO BE RELOCATED, SEE DWG NO. E603 AND E604 FOR DETAIL. PROPOSED GENERATOR PAD, EXISTING BOLLARD, TO BE SEE DWG NO. 603 FOR DETAIL, REMOVED V PROPOSED GENERATOR, SEE DWG NO. E603 EXISTING GENERATOR PAD, TO BE REMOVED 41 REMOVE UPWARD CONDUIT SWEEP FROM EXISTING CONDUIT. EXTEND EXISTING CONDUIT BELOW GRADE TO PROPOSED POLE MOUNTED LIGHT LOCATION WITH PROPOSED CONDUITS. EXTEND OR REPLACE EXISTING CONDUCTORS AS NECESSARY TO MAINTAIN EXISTING CIRCUITS. PROPOSED MANUAL TRANSFER SWITCH, "MTS" REMOVE UPWARD CONDUIT SWEEPS FROM EXISTING CONDUITS. EXTEND EXISTING CONDUITS BELOW GRADE TO PROPOSED GENERATOR LOCATION WITH PROPOSED CONDUITS, TYPICAL OF 4. a CONDUIT CONTINUES TO PROPOSED STANDBY GENERATOR. REROUTE EXISTING DOWNSPOUT AROUND PROPOSED CONDUITS AS NECESSARY POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES P1) EXISTING GENERATOR RECEPTACLE PROPOSED MANUAL TRANSFER SWITCH, "MTS" 1 1/4" (3)-#3, (1)-#3 N, (1)-#8 GRID P2 PROPOSED STANDBY GENERATOR PROPOSED MANUAL TRANSFER SWITCH, "MTS" 2" (3)-#3, (1)-#3 N, (1)-#8 GRID INSTALL PROPOSED CONDUCTORS IN EXISTING --- AND EXTENDED CONDUIT P3 PROPOSED MANUAL TRANSFER SWITCH, "MTS" EXISTING MOTOR CONTROL CENTER, "MCC" 2" (3)-#3, (1)-#3 N, (1)-#8 GRID PROPOSED AND EXISTING CONDUIT WITH -- PROPOSED CONDUCTORS BLOCK HEATER AND BATTERY CHARGER. �4 EXISTING MOTOR CONTROL CENTER, "MCC" PROPOSED STANDBY GENERATOR 3/4" (4)-#12, (1)-#12 GRID INSTALL PROPOSED CONDUCTORS IN EXISTING AND EXTENDED CONDUIT. CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES �C1 ; PROPOSED STANDBY GENERATOR EXISTING AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (3)-#14, (1)-#14 GRID INSTALL PROPOSED CONDUCTORS IN EXISTING AND EXTENDED CONDUIT C2 — EXISTING TELEMETRY PANEL PROPOSED STANDBY GENERATOR 3/4" (4)-#14, (1)-#14 GRID INSTALL PROPOSED CONDUCTORS IN EXISTING AND EXTENDED CONDUIT EXISTING TELEMETRY PANEL EXISTING AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (2)-#14, (1)-#14 GRID C NDUSTALL PROPOSED CONDUCTORS IN EXISTING PROPOSED CIRCUIT BREAKER PANEL SCHEDULE L NO. L LOCATION: LIFT STATION SERVING: LIFT STATION LOADS 1 3 5 7 9 11 2 4 6 8 10 12 240/120 60 AMP VOLTS 1 � 3 WIRE MAIN CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION VAULT RECEPTACLE GFOI AULT SUMP PUMP WETWELL LTS LTS TELEMETRY RTU — FLOW METER NIICC PANEI HEATER 15 — FAN AND HEATER BLOCK HEATER 1.76 20 gn — GFCI RECEPTACLE 2P 0.48 BATTERY CHARGER ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. MANUAL TRANSFER SWITCH - 100 AMP, 600 VOLT HEAVY DUTY DTNF363S OR OA DOUBLE -THROW NON -FUSIBLE SAFETY SWITCH IN NEMA 4X SIEMENS EQUAL STAINLESS STEEL ENCLOSURE. EXISTING GENERATOR RECEPTACLE LIFT STATION EXTERIOR (EAS NOT TO SCALE EXISTING UTILITY METER EXISTING CONDUIT TO BE REMOVED INTERCEPT EXISTING CONDUIT WITH PROPO%( CONDUIT (P3_' . COND CONTINUES TO EXISTIN MOTOR CONTROL CEN1 "MCC" CONDUIT CONTINUES TO PROPOSED MANUAL TRANSFER SWITCH, "MTS" INTERCEPT EXISTING CONDUIT WITH PROPOSE[ CONDUIT P2 . CONDUIT CONTINUES TO PROPOSE[ STANDBY GENERATOR CONDUIT CONTINUES TO PROPOSED STANDBY GENERATOR CONDUIT CONTINUES TO CVIQTIAI/1 TCI rhACTI7\/ r""'T'" "' AUTOMATIC t SWITCH, EXISTING AUTOMATIC TRANSFER SWITCH NOT TO SCALE CONDUIT CONTINUES TO EXISTING AUTOMATIC TRANSFER SWITCH, "ATS" til I EXISTING TELEMETRY PANEL, EXTERIOR NOT TO SCALE EXISTING TELEMETRY PANEL BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V. PA �F WASgj CcISTWB�' ' 'ZONAL SIGNED: 02111/2019 SIGNED: 0211112019 J a z v � C r Z W y C) Ova w cr = J zUj °aW 0 � ct z �— O QLU F_ Z Ozas 0' H J � cn0 cc a V ya LL J LL. W W (D U) M q 0 y m z 0 0 CV 0 w U Q cf) Z U) J Z O w w � � w Q � W Lu W U � RA m 0 r.-A (V 04 ZO C" CV a li li u w 0 0 LLI o a W Q 0 o C) o — U W LU d W cc SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E602 20 34 EXI Q-Mlf+ r-)CTA IAIIAI/- IA/AI I WETWELL HATCH OUTLINE SECURE GENERATOR AND FUEL TANK PAD WITH 1/2" CONCRETE ANCHORS OR APPROVED EQUAL. EMBED MAX 3" IN CONCRETE, TYP. OF 4. PROPOSED CONCRETE PAD EXISTING ASPHALT -\ 7" Fr. r.nKITPOI PAMFI PYTFRMAI VVL I VVLLL lal IIIVIIVL I GENERATOR AND FUEL TANK PLAN 1 /2" = 1'-0" • • • • • • • • • • • • • • • • • • • • • • • • • • • • #5 @ 12" O.C. EW, T&B STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER MODIFIED PROCTOR. GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW DUAL -WALL SUB BASE FUEL TANK 4" TYP. 8" MIN 6" CRUSHED SURFACING COMPACTED TO FIRM AND UNYIELDING CONDITION EXISTING BUILDING VE VAULT CH OUTLINE BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V • P�q O of wasyr 26978 �E01STOL 1 SIONAL SIGNED: 0211112019 SIGNED: 0211112019 z_ Q Q z W Uj y 0�= ~ z� Oa Wow , cc z ~ Q W OW V OOC ya J ti M O 0 z 0 cD 0 fV 0 w I U z z 0 z w Lu o w Q > W W W U rz cc �2 � O O N N cl C" LL LL W O v¢i a cc O F- Q W z W 0 z 0 cn J aQ H � W H 0 LL J W W cc c/) >I m L 0 o� z SCALE: SHOWN oll 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E603 � 21 EXISTING BUILDING INTERIOR EXISTING BUILDING EXTERIOR CMU CMU BLOCK WALL BLOCK OR CONCRETE WALL z ALL WALL PENETRATIONS SHALL BE CORE LU DRILLED FROM THE OUTSIDE OF THE BUILDING TO THE INSIDE OF THE BUILDING. FILL ANNULAR 0 SPACE WITH SIKAFLEX 1A SEALANT. O PROPOSED CONDUIT "LB", w TYPICAL. o FINISHED GRADE PROPOSED CONDUIT EXISTING BUILDING CONDUIT PENETRATION DETAIL NOT TO SCALE NATIVE MATERIAL COMPACTED TO 95% PER ASTM D1557 OR AS REQUIRED PER PLAN O co \\� 9" z \/ COVER OVER `V 6" HIGHEST CONDUIT IN TRENCH RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP) •o. o. o.••'•o. o.••'•o.•,'•o.,'•o.••'•o.,'•o.••'•o.•, o..''•o..'• o..'•o..'•o..'•o..\� j 0.,'"a.•.''a..''a.•''a.•.''a.,'"a.•,''a..''a., ,o.,'"G. •a. o.','•o.•,'•o.','•o.','•n.•,'•o.,'•o.•,'•o.,'•o.,'•n.•.' o. o. n.._'•o...'•o..,'•o..,'•o. ..'•n. ._'•o. .,'•o. .,'•o. .,'•o. / o. ''a. ''a. ''a. ''a. ''a. ''a. ''a. ''a. ''a. o.'. 3" O C RESTORE SURFACE TO EXISTING CONDITION OR BETTER PER PLANS SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9-03.13 MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND BOTTOM OF DEEPEST CONDUIT ----- SIZE VARY AS PER SITE PLAN. MAINTAIN INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. RELOCATED P MOUNTED Lk RELOCATED POLE ANCHOR BOLTS SIZED AND INSTALLED PER MANUFACTURER'S INSTRUCTION. HANDHOLE GROUND LUG LIGHT POLE BASE PLATE. GROUT BASE #6 AWG COPPER 0 PLATE WITH NON -SHRINK GROUT AND GROUND CONDUCTOR SILICONE CAULK AT EDGE. CONCRETE CYLINDER FOR 6" ANCHORING STEEL POLE. 450 FINISHED GRADE ------,--r CHAMFER AROUND EDGE. 5'-6" GRC 24" MIN CONDUITS AS SHOWN ON SITE PLAN (6) #4 VERT EVENLY SPACED #4 HOOPS @ 12" O.C. OUTDOOR SITE LIGHT DETAIL NOT TO SCALE BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V. PA �F WASgj CcISTWB�' ' 'ZONAL SIGNED: 02111/2019 SIGNED: 0211112019 a z Q Q W Lij y V ct Q J Oa W p co Z — zLU a OW Q � H ya LL LA.wallift � J J W W V t a W r, M y O Cp r, O C.7 0 N O W U� o cn N Z z 0 W w cf) � w Q > W LU W U 1z cc 7.2 m 0 OR (V 04 ZO C" CV a LL. LL u W 0 0 LLI o a W Q 0 o C) o — U w O c3 LU z w w Q__ SCALE: SHOWN oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E604 � 22 J/34 A4101—DC30 FIELD CONNECTIONS r i FUSE GENERATi GENERATOR FAIL 1 /4A GENERATOR R PROPOSED FUSE, TYP. A4101—DC30 J, DIGITAL iNFUI,, bLUI 4 NOT TO SCALE 24VDC/120VAC R9D18 RUGID COMPUTER INPUT MODULE BLOCK, TYP. INSTALL PROPOSED TERMINAL BLOCKS AND FUSES IN AVAILABLE SPACE 24N 2 A4101—DC30 FIELD CONP FUSE I ATS ST ATS STANDBY 1/4A A4161—DC30 DIGITAL INPUTS, SLOT 5 NOT TO SCALE EXISTING TELEMETRY PANEL, INTERIOR NOT TO SCALE 24VDC/120VAC R9D18 RUGID COMPUTER INPUT MODULE 2 U ■ �r Ao BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V . I'�4 �g WASxl STEg�� 'ZONAL SIGNED: 02111/2019 SIGNED: 02111/2019 W Q Q � W W Z W co J O�Q w ~oa �� Z U. , Z Z W oy 00 OC z — — � Q W H 0 Z � Qa 0W �v c/) _QO �LL V ya L 0 J J W W C.) Dc/) ti M O ti O z c0 O 0 M O W U� Q Z 0 Z Z LU Lu W \\ W w W J U >I m z 0 a U co W 0 L 0 ofZ SCALE: SHOWN 01. r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E605 � 23 pe I 1OW '' TLAND NGINEERINC ' • ` • - 0 YEARS SINCE" now a AZ 3C • - FLAGGED EDGE OF WETLAND -FM TRACT7 7 77 A I I ooQ$o": ;;;;�,,� •.iiiiiiiii F I x ■ � ■ 'i i!i�i�i�i!i!i�i�i!i!i ■ � ■ ,::,,..,:::, 74 do i �•-..-.. • ..-. • .- . 1 x� o"o•o•o•o"o"o-000 v � I r �� ioioioi ioioioio , IFF1ER v � F -r •oo � I r S iS CHAIN LINK FENCE � F • F ! ERATOR SET -- �� l BUILDING I + u -Lf - a - I VAULT a VA i l ■.. I -1Cr TEMP. CONSY". � YI ;—rCaNNEC TC MLNU1 I � `- I I DRAIN { SHT 8� ., EA5E]rIENT � + l LANDSCAPING— r - - - a.yam; - .xa ;- � - - - - ' � `- � � ` ■ 1 1 1 • --•-• 1 • 8" 22.5' BEND (FL YMJ) l �" PERM. ESIuLT. ■ : + W/ CONCRETE BLACKING 10' ;► (ROTATE VERT. AS REQUIRED) RAINAGE -• w , D. I 9 I s-�.T _ TRACT A� T H �- _ + + E. LIFT STATI C9QU vFORCE MAIN r - B SEE TYPICAL ' l 4•v110E C TRENCH DETAILS ,� �,! sit DC. I SEVER 4 t - — il=l-m FORCE MAIN TO BE INSTALLED BY OTHERS r: XTALL LAUREL XTAL.L Lally, IL7-jf (ROTATE VERT. AS REQUIRED) 1 i 8"F SOLID PVC ENCH • DRAIN r i 11' is I � DEPTH OF FORCE MAIN PRIOR TO FORCE MAIN CONSTRUCTION r� a I g_ . . Ir _ FH� - 11:{6] UIRI all 291:101 m ICI hl I ► I!«Iol am,4i us]: • E� a II, z J � al Nil ►1 I1 :3 - �t RIM=350.63 + 4 I r SDMH ' r AIM=35a.92 - - _i j i i - RIM=350_09 + 3 - rF--342.59(N.SE)24-ADS + = 346-29 S 12'P ��f�i�i �� %i .;I ,.�1►��,�i ro' E�=.S.��ili�it'j�'I�'ifi:: 'ROPOSED FORCE MAIN ACCESS ws r , ASPHALT PER RESTORATION DETAILS IE=345.71(S)12"ADS FOUND PUNCH IN�� .Y �► q_ BRASS DISK IN REPLACED N ACCORDWE FOUND PUNCH IN Am I04 FOUND PUNCH IN 'vilivL Qii�d L`d 4( VYrt•]� :NGINEERING 3 YEAR SINCE Q T- Z W Lu y O Z U Q p �oaQa zL ~a Woy cn �zF.- w ifta� L� Z) zg :0 LIJ >' W ~ Q O H W J cc (/: y a CI) Q �_ w a J Z Q Oa Lr(o ILI fw ❑ + mi wl _1up JI!1►l■1 `` N A - N `mo w @Ri.: _"§Yi Y4�GOtitl&YSPA IIz]P?�+.3SiRb�F - ii4a ?E3fr9.•` �XSP:. 'etE�53:9tR =... - - - �`9T`kT!&E 39x.RWIWAFE-_W :i mod W.SYA[7 e N ch y y All .. In FOUND PUNCH IN CONC MON/CASE [ t RIM=360.39 IE=343.89(N.SE)24"ADS IV. l0ri`- - BRASS DISK IN CONC MON/CASE W. X. Lu 7F CTR=341.45 :NGINEERINI 3 YEAR Ao SINCE "'` Q % Z z W Lu v, O- _ Q - Z ~ 00. z � Wog, cna �zl �w Jam L� J � O W 1► � LV ► Jya Q cr.W aC, C� Q LL. oftft Lu ftj Z Q O p� F :NGINEERIN YEARS SINCE Q T- Z z W W y - cc ~oaaa z LL. Wog, cna �z� F-w Jam L� 0z -- J � o 1► LV W ► JyCr.a Q a� C� Q LL. oftft Lu Z Q oa - �7 d a E� ❑ Ii r 41 r 92 �) CB 46� 11 RIM�5ol 2„ C917, � 4W)6 59.P SSMB �5 PROPOSED FORCE MAIN ACCESS PORT NO. RIM-462 9, SEE DETAILS ON DWG NO. C701, SAW tE,4545� CUT, REMOVE, AND PATCH ASPHALT PER IS=454.350) RESTORATION DETAILS ON DWG NO. G001, m 6"DIAM TYP. -A. CS 5�15 HEDGE •:_ 1'13 i4'Di�tlul RIM ��'� 'O 'p LALIRr-L � IE�4�•85�SS �•• Ci�� C• Wtdl 2 S 0 y i O ',4" CEDARS Ls Ik' /' VALVE BOXES �s _ :. N a �riaraaaa a�.rr sr r ,. � �"i• on � r � � o 1 i i i i y ry �'ra5'~- -.,.ram 'Y'T l-- _ _ *~" +.'� �„ y� "• �i'..._ ~'+ ,f'/ Is— go toIe wo 06 -{• _ ^-."wis _.. I - - r - — 1 o ✓% . .ter . �ii i4 `iiiM. JC _ _ > I - ..... a-�"' _ r - �r^'� r I' - • 8 .t -ti,.�� 'If 41* " 48 — Wm metal 1s ! an } YV I— r ��y� I i� [w .7� R �A (� p8 1,,_ ��♦ �1 YYP%, STA. 24+ 37�9"LT "�.�y r�� Y fif ^ �•` —V 22>' BEND 7D (M4'YV Wm' --12"_�M`P 6"PVC CASING W1T#! Z"PVC VENT PIPE .r-� �,•.�-- y =. } 1F"�•`'yi FROM AIR -VAC TO SSMH 5303-230 ck _1z:.� E.,`.=-� y•1� - [�t1Nt P� hHt*I 0C3 STA. 25+66,13'RT 0000 6,45-� �t2' SINGLE AIR/VAC ASSY. NO. 1 :r N '25 EXISTING SITE PLAN H (SEE H � �� 4' 9 s xF_ I"= 20' 13 LF-8"PVC (C900) FM SCREENED BASE DRAWING PROVIDED AS A GENERAL REFERENCE OF EXISTING SITE IMPROVEMENTS. THE BASE DRAWING IS FROM A PREVIOUS PROJECT. EXISTING SITE IMPROVEMENTS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. AIR VACUUM ASSEMBLY, SEE DETAILS ON SHEET M703 ge Z \ J NZ rf �' 1` �•� n r T1f� c PROPOSED FORCE MAIN ACCESS PORT NO. 10, STA. 18+34j5'LT 5fl H4t4.37 SAW CUT ) � f � 8. R1421 S SEE DETAILS ON DWG N0. C701, 1--8 22.5 BEND MJ 4r)9•S (se), o 1. ; 42 REMOVE, AND PATCH ASPHALT PER tE=4pg,97�� `4�8.7 )I� CoN RESTORATION DETAILS ON DWG NO. G001, TYP. 55M 75"Co RIB►_ 4A !j 4 r y !1►C IF CTR-p�CB.445"F'! �� t£ Rl ,r4S5g I SSM 9.29 1 7242 .41 ,9 p�N 14. ��3 n �72 D 15 : i. ! .30 �}t� C7 I E41 (5E�8 1E C R v. t 412.4 G S r^rr - i1 / O oc�SS `p(Aj No 212 G '�6 nf3 u � z _ "' •- - ' •` r It iii O .-�� f .--•--• ._-._^-_..5.`.�-_.._-Y'•SS�� "' !'E/A l�r,,,_ '~..� f�� r �� s *,s" i-'� _- _� ss--- _ - _ss 19+00 � ` �s�__ ft ?i �4 W) ��.5 �s�l RttJ� �4C-� �•TR {�{i 1,,'`ry'7.9��r i ii� .. ,fj--`- - ..._,_.�Y __ r1 - +■ _r•• • _ �G tt .-1 y r, ..+'^ p�l�` ��►� �. ,. � y � f r$i}��a�t3�' � [- �Gly( ~ � i w ` �• �p� OF PAf yllltl� i r -}E7�i •``* $�i`__ f i!` /! �� A tom✓ �r - 1 i . ..• ^- r- -"_."3 r' mow. r - 40 cs 0.kffl #F'r _ :' ,'i{`rAj _ - - * �y ^•~ _ •y,pl- r r iray y �ii_"rr y'_ �i_s� y"�-,.�! -�-•....Y^ EECEyoo rr�)�'f8$'4„rCC10ONs ii~'/�V��NCs0m C �a �~!I co0-1E 'b id4A • -�, --"• 1 r r r �,�� .�•� 4C} 81 5��8, COIN E, 41 NIM= 42 58 o ki ��. .-' _ 1'r G^Ir �y p ' ,5� fi f 68 w 1 „ �J r �� +/�■ "`-w �� r \I`- `� y. �'"r r"»,fir rr IC-�4V�.C7�� O�YC i��..C� V(iV � �n CO[V �C` '1 1� gl�� !E� �16CC)N r r5 �_� IEr40 'Pfi. 78SE)1='CCTV C E=475.7$(N)12"CONG 16 �,,,,•�r RlM^CQN fET�� 1�42 C$ ,J 1 6' c[°h��y ee-, °o� s.1�+ `ColvC s C& (J�}�„ryOA cmp (N�jG p 2 3 5 EXISTING SITE PLAN I vc s� r.. r • - iS1 BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 r V. PA �� QE�W�AShI �26ST �'G 1 T SIONAL � SIGNED: 0211112019 rZN HAS of Wesel �O� kEGISTER�� C' �S'SIONAL ��l SIGNED: 0211112019 z QQ 1� z z W y 0 O Cc ~ 0a a J LL. ~ a W 0 y cn CC z P.-W �aW �� Oz -- 0z � cn LLJ W 0 � Q 0 H W C) y a Q � 0 LL._ w a oft" Z 0 J 0 oC F a cn ti o m O 0 N O U� 0 V/ Q Z v> J Z O Z LL Lu \� w u, W J U J �2 � CV 04 ZO cr L LL 0 w 0 0 y a W 0 0 Z= o w W z W z w ¢ SCALE: SHOWN oll Ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C705 28 34 REMOVE 8" 9( BEND (FLxFI 8" RESILIEN' WEDGE GATT VALVE (FLxFL TYP. OF 8" SPOOL (FLxFL TYP. OF 8" CHECK VALVE (FLxFL), TYP. OF 2 8" FCA, TYP. OF 4 31-311 PER MEASUREMENT 8" SPOOL 8'Ix8" TEE 8" SPOOL 8" MAGNETIC FLOW 8" SPOOL a d a a ° ° d ' a a � ° ad d °d 14-LA VAULT i Ai STONEGATE LIFT STATION EXISTING PLAN /„ = 1'-0„ 8" 900 BEND rSGjl EXISTING VALVE VAULT A M701 °d a ° a d a 48"x72" ACCESS HATCH, TYP. OF 2 I I\lJ1 VVLLJ 1 II L VVI I VI\1 SECTION A %" = 1'-0" M701 PROPOSED 8"x8" 4 �? STONEGATE LIFT STATION PROPOSED PLAN Y4 = 1'-0„ 0 OBLIQUE NOT TO SCALE BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V.PA O OF W-48 A M701 26978 9 EGISTO' Z SSIONAL� SIGNED: 02111/2019 �iroN WAS �SSIONAL�� SIGNED: 0211112019 z Z Z W y 0_ O'ja �Z �paQQ zUj � , HJ � Z � H J cn a. LL. QLU LL Q 0 z :0 LIJ ::i-. W Z ,\ 0 Q Vyaft QC.) LL. LV W o"111111111111111 ftj Z 0 F— U) M O O] O Z O Cr) 0 O I V+ Q Z J Z 0 Z LU L1J '^ V / w W W J J U 1z O 62 (V 04 Z C" CV a LL. LL u Lu 0 0 0 LLI o vQ a W 0 Z 2 M W w � O w ¢ SCALE: SHOWN oll ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: 1 M701 30 34 EXISTING PEELING COATING — LA r 'z.t =: .Y Ry 4 :KV ry SCRAPE EXISTING PEELING n t COATING, APPROX. 2 SQ. FT. �O YEAR VACTOR WET WELL DURING COATING REMOVAL PROCESS BOTHELL, WA s ; 22722 29th Drive SE, Suite 210 I s www.rh2.com 1.800.720.8052 -426978 . ^ i y ..na:lSEGISTER�� SIONAL tr _ t '` t ` � r• �; SIGNED: 0211112019 NA ' rrt�;;f►r= }:' = fr SCRAPE EXISTING PEELING COATING BELOW THE ��i "PUMP ON" LEVEL AROUND THE CIRCUMFERENCE OF _ ** ! a�� THE WET WELL, APPROX. 765 SQ. FT. VACTOR WET 8889 srt �� WELL DURING COATING REMOVAL PROCESS s.00��-'aag wkwor ISTE �EGR�9 � i ■� ,� E� ' s�1M*�� ssIONAL�� i�r�iN�fFair.olr rr�wrr�M - . ,■ WVa,q�■ ■L - SIGNED. 0 / / 019 --------------------------------------------------------------- Z Y. r • yrt Ulnas ! *1 sees ol, MMr sa3tl::� so al DOW a ease win —a..wa i aaras►Z cn Ly isrsi sasat _ � ,!,_`W ��' ■aa rra � ■■i � t - ' � ■AU W saga �! *VK :1 LU »r �a: .ii assasaaa ss _ as •a:...• ::: z o a Gap� LU ■t.raa iI, X;:, W o Z (n >k8ofa Tia'es, va asaa+ yuse s0 asso M "Als aaa■isa■a■sa. st ■tar �aaat l` as: Q 11 RaIrs its a assloso as, LLrU. ■a■ atsaaatsat ■a z iiii a i ■■■ ■Ma AM;pla m �a■saat a rrr ■a.awta t tana■ ■ rtat snta ■ ersrr■rrr ■r■r��'��1' 1'<"4�9i94n ■+`i�at�t, tta::r�. to z ,�■rr■■■■ ie�iEara r fff� rrrcrrr . ■■■r00060116ar■■�rr,P^"S tat J ■rrrrrrrrrr a■t� �.�ta 0 r■sar■ Re�rrirrrrrrrrN■r■■■■■are - r W Errrrccrr�irrrra■■rr: ta■■r■/■fir■ poor_ -- - - I.L -. am NOW ■a■so r. V ■, L ■��ar■nrso ■a■■araaarr�� i . --Iry ..-�.� -� _.. t Y --r' �r �now"i ! 41 �♦/^A� � Q tag■■t■ar■■iii■■NMINIF ,r �R viea (� �. tat■■ r - �; . ��, a■ ■ra■ — - ,� - W Z rasa ��.� ...,., -- z J Z AMA pa - IL T awl iy r� -4F F_ + W LU EXISTING WETWELL - ABOVE DROP CONNECTION o En LF Y. ^ • r _ C9 t 1•' 0 ,,^^ Q' V+ U7 Z IMa� J z 0 r a z w � w � It Q �a U D Im #� aarLiaaa� ��r�aa! � rn rn aaaa�� aa►�examR�■�liE4li�iai aaCCL :10248 fi1E CCD I-4 C D z a�iaa�a�s a C� �'��■■eras■ EXISTING PEELING COATINGcr ■aeaaa W m aaaaa o ■aiiaaalCaame mass me o ¢o was LRiafclina■ iaaaafts a as o `• aaal��1� a IN z = f o LU � W W cz-, s o0 W LU EXISTING WETWELL - BELOW DROP CONNECTION SCALE: SHOWN Oil 1" 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M702 31 34 P: 2- S' SINC BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 72" 0 PROPOSED 54" MANHOLE CONCRETE FRAME AND COVER WITH 24" V. _ MANHOLE INNER COVER PER RENTON of AS STANDARD DETAILS 26978 AIR VACUUM GISTSS ASSEMBLY 8" GATE VALVE SIONAL (MJ x MJ), TYP. SIGNED: 0211112019 FLOW M 03 ~ • • ~ M 03 B FL1 I OW o 0 0 « B r M703 • M703 �. 8" DI PIPE 8" d (FL x PE), / LADDER ° d C900 PVC PIPE, TYP. ° e a RELOCATED AIR �8889 + GISTS TYP. / a ° d °° VACUUM ASSEMBLY JSIONAL ° ° \ / ° � 44 e PROPOSED AIR 4- SIGNED: 02/11/2019 ° ° VACUUM ASSEMBLY PROPOSED e ° d VALVE, TYP. ° e ° d d ° °e e ° a e e° d ° d PROPOSED ? Z VALVE Q Q Q Q W > J a NOTE: PIPE SUPPORTS V Q NOT SHOWN FOR CLARITY. O _ J NOTE: PIPE SUPPORTS AIR VACUUM ASSEMBLY EXISTING PLAN AIR VACUUM ASSEMBLY PROPOSED PLAN ~ o a Q Q NOT SHOWN FOR CLARITY. %" = 1'-0" %4" = 1'-0" Uj Lift' z W Q 0 z OC Z L P — a W Q INSTALL PROPOSED MANHOLE FRAME AND Q Z Q REMOVE MANHOLE COVER FLUSH WITH EXISTING SURFACE BY O W V ADJUSTMENT RING(S) EXISTING HMA TO BE REMOVED THE USE OF RISER AND GROUT. NO PROPOSED RESTORE HMA TO MATCH EXISTING cn W AND REPAIRED UP TO 2 FT SHIMMING WILL BE ALLOWED UNLESS MANHOLE COVER Q O APPROVED BY THE ENGINEER. ELEVATION PER RESTORATION DETAILCC AROUND EXISTING MANHOLE ON G001, TYPV y a L,L . _ - LA.ftaft PROPOSED 54" 0 MANHOLE RISER W m PROPOSED 72" 0 FLAT TOP Q W REMOVE MANHOLE MANHOLE WITH OFFSET ACCESS (n 2" PVC VENT TO NEARBY MANHOLE FLAT TOP PROPOSED 2" BRASS VALVE W 2" PVC VENT TO NEARBY MANHOLE z Q RELOCATE AIR O VACUUM ASSEMBLY RELOCATED AIR VACUUM ASSEMBLY PROPOSED AIR VACUUM ASSEMBLY 8" GATE VALVE (MJ x MJ), TYP. Uj W s LU REMOVE 4" DI GATE VALVE (FL x FL) ti REMOVE 6"x4" DI 9 m ti REDUCER (FL x FL) 0 z m 0 c� 0 d I? PROPOSED 4" DI 900 BEND (FLxFL), TYP. 2 Q z 8" x 6" DI TEE a d 8" C900 PVC PIPE, TYP. a d Z 0 (FL x FL x FL) ° wLIJ PROPOSED 4" DI ECCENTRIC PLUG VALVE W/% w 8" DI PIPE, TYP. TURN OPERATION NUT (FLxFL), TYP. 2 e W W W d ° PROPOSED 6"x4" DI e4 e CROSS (FLxFLxFLxFL) 'A IWITH 6" BLIND FLANGE o o CV CV e LPL LPL co a W A e w O O ° O d° d° h a W F- A e a 0 Z 2 M W w � Z O L� C7 S z w ¢ SCALE: SHOWN NOTE: PIPE SUPPORTS NOTE: PIPE SUPPORTS NOT SHOWN FOR CLARITY. AIR VACUUM ASSEMBLY EXISTING ELEVATION A NOT SHOWN FOR CLARITY. AIR VACUUM ASSEMBLY PROPOSED ELEVATION a 01. r 211 DRAWING IS FULL SCALE WHEN %" = 1'-0" M703 %4" = 1'-0" M703 BAR MEASURES 2" DWG NO.: SHEET NO.: M703 32 34 P: 2-- S' BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V.PA 0 pF WASyj 26978 AEG I S TEg�9 SSIONAL SIGNED: 02111/2019Al of AS.,l 0 51635 AEGISTS SSIONAL�� SIGNED: 0211112019 ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING Q G TELEMETRY PANEL AND RETERMINATED W INSIDE OWNER PROVIDED TELEMETRY y 2 PANEL PER TELEMETRY PANEL SHOP Lm Q W DRAWINGS. SEE TECHNICAL SPECIFICATION 0 � J EXISTING TELEMETRY PANEL TO BE APPENDIX FOR TELEMETRY PANEL SHOP O a W (n REMOVED AND RETURNED TO OWNER. DRAWINGS L �, Z INSTALL OWNER PROVIDED TELEMETRY Uj Q c) Z O PANEL IN SAME LOCATION AS EXISTING ry r CC Z F WITH STAINLESS STEEL HARDWARE. r� Q a O O W Q V - �•`; U. rr.ta.tat.r.r'.t r'. •'t:T:i � - - - l r i - O cn c vr = ya L _ =r J Uj W a w r ti EXISTING CONDUITS TO BE TERMINATEDam, I Mill �- o 9 AT OWNER PROVIDED TELEMETRY PANEL, CONFINED SPACEo TYPICAL OF ALL CONDUITS ENTERING ENTRY CAN eF FAM Y - - Z EXISTING TELEMETRY PANEL. FURY By PfRMIT ONLY o 0 0 w z EXISTING TELEMETRY PANEL EXTERIOR EXISTING TELEMETRY PANEL INTERIOR Q S G O NOT TO SCALE J Z NOT TO SCALE z O z w w (n � w Q `z-" w W J J U � � C3) CV CV z C" CV a ii LL w 0 0 0 LLI � a w F- 0 O — U w � Z w O w cc SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E801 33 34 TELEMETRY PANEL INSTALLATION NOTES 1. OWNER WILL PROVIDE THE TELEMETRY PANEL TO THE CONTRACTOR. 2. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5 WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS. 3. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE OWNER PROVIDED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU TO AID IN THE INSTALLATION OF THE OWNER PROVIDED RTU. EXISTING CONDUCTORS SHALL BE COVERED AND PROTECTED FROM THE WEATHER BETWEEN THE REMOVAL OF THE EXISTING RTU AND THE INSTALLATION OF THE OWNER PROVIDED RTU. 4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND PROPOSED CONDUCTORS IN TELEMETRY PANEL. 5. INSTALL OWNER PROVIDED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS TO THE OWNER PROVIDED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS NECESSARY TO REROUTE CONDUIT INTO THE OWNER PROVIDED TELEMETRY PANEL BASED ON THE PANEL SIZING. REPLACE ALL EXISTING CONDUCTORS BETWEEN THE RTU AND REMOTE DEVICES WITH PROPOSED CONDUCTORS INSTALLED IN EXISTING AND EXTENDED CONDUITS. CONTRACTOR SHALL PROVIDE ALL MATERIALS. APPROXIMATE CONTROL CONDUCTOR LENGTH TO MCC TERMINALS FROM EXISTING TELEMETRY PANEL IS 20'. 6. INSTALL OWNER PROVIDED RADIO IN OWNER PROVIDED RTU. SEE TELEMETRY PANEL DRAWINGS FOR DETAILS. P: 6: Y• ■ '�O YEARS BOTHELL, WA 22722 29th Drive SE, Suite 210 www.rh2.com 1.800.720.8052 V.PA 0 pF WASyj 26978 SEC I S TEg�9 SSIONAL SIGNED: 02111/2019Al of AS.,l 0 51635 EXISTING TELEMETRY PANEL AND PROGISTS POSED POWER ENCLOSURE TO BE REMOVED AND RETURNED TO OWNER. INSTALL OWNER PROVIDED TELEMETRY PANEL SIGNED: 0211112019 IN SAME LOCATION AS EXISTING EQUIPMENT WITH STAINLESS STEEL MOUNTING HARDWARE. z W Q Q ALL INCOMING AND OUTGOING CIRCUITS TO � W BE DISCONNECTED FROM EXISTING - Z W y J TELEMETRY PANEL AND RETERMINATED � p V W �� ► = H INSIDE OWNER PROVIDED TELEMETRY PANEL PER TELEMETRY PANEL SHOP p a(n DRAWINGS. SEE TECHNICAL SPECIFICATION , Z Z APPENDIX FOR TELEMETRY PANEL SHOP W 0 0 0 DRAWINGS �r' =t,f' «< � �: , _ _ :. � �► i8 Ljj cn LL �' —1; Z'. -L� 0 V L� M 0 LL. oftlift�„�„� 2 J Cn EXISTING TELEMETRY PANEL INTERIOR �W/ �. NOT TO SCALE i 1 1 W -- s W �;4"�' ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING o m EXISTING CONDUITS TO BE TERMINATED AT POWER ENCLOSURE AND RETERMINATED OWNER PROVIDED TELEMETRY PANEL, TYPICAL OF < _ INSIDE PROPOSED TELEMETRY PANEL z ALL CONDUITS ENTERING EXISTING TELEMETRY PER OWNER PROVIDED TELEMETRY PANEL AND POWER ENCLOSURE. PANEL SHOP DRAWINGS. w _ J O .: z w ti w � � w - .k W W W J rz N CN Z ti �) LL- U r J 1 Lu Lu p O I CL O Q O - U EXISTING TELEMETRY PANEL EXTERIOR z L �U z Wcc NOT TO SCALE EXISTING POWER ENCLOSURE INTERIOR SCALE: SHOWN NOT TO SCALE oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E901 34 34 TELEMETRY PANEL INSTALLATION NOTES 1. OWNER WILL PROVIDE THE TELEMETRY PANEL TO THE CONTRACTOR. 2. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5 WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS. 3. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE OWNER PROVIDED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU TO AID IN THE INSTALLATION OF THE OWNER PROVIDED RTU. EXISTING CONDUCTORS SHALL BE COVERED AND PROTECTED FROM THE WEATHER BETWEEN THE REMOVAL OF THE EXISTING RTU AND THE INSTALLATION OF THE OWNER PROVIDED RTU. 4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND PROPOSED CONDUCTORS IN TELEMETRY PANEL. 5. INSTALL OWNER PROVIDED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS TO THE OWNER PROVIDED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS NECESSARY TO REROUTE CONDUIT INTO THE OWNER PROVIDED TELEMETRY PANEL BASED ON THE PANEL SIZING. REPLACE ALL EXISTING CONDUCTORS BETWEEN THE RTU AND REMOTE DEVICES WITH PROPOSED CONDUCTORS INSTALLED IN EXISTING AND EXTENDED CONDUITS. CONTRACTOR SHALL PROVIDE ALL MATERIALS. APPROXIMATE CONTROL CONDUCTOR LENGTH TO MCC TERMINALS FROM EXISTING TELEMETRY PANEL IS 20'. 6. INSTALL OWNER PROVIDED RADIO IN OWNER PROVIDED RTU. SEE TELEMETRY PANEL DRAWINGS FOR DETAILS.